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HomeMy WebLinkAbout210 Carriage Ln N City Approved Set-Entire Site CITY APPROVED PLANS Reviewed for Code Compliance Load Short Form Job: a s h T BE ON JOB SITE Date: Nov , Entire House By; FOR ALL INSPECTIONS Terry's Heating &Air Conditioning 9r'a A!l R7Xntfcs t16�4rde/ 1535 Kimberly Rd.,Twin Falls,ID 83301 Phone:(208)734-4376 Fax:(208)734-4047 Web:www.terrysheatirg.com Project Information For: Addison Springs UNITA Design Information Htg Clg Infiltration Outside db(OF) 2 95 Method Simplified Inside db(OF) 72 74 Construction quality Semi-tight Design TD(°F) 70 21 Fireplaces 1 (Semi-tight) Daily range - H Inside humidity(%) 30 50 Moisture difference(grAb) 35 -34 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model SEER 14.0,HSPF 8.1 Cond SEER 14.0,HSPF 8.1 AHRI ref Coil AHRI ref Efficiency 8.1 HSPF Efficiency 12.2 EER,14 SEER Heating input Sensible cooling 16800 Btuh Heating output 23881 Btuh @ 470F Latent cooling 7200 Btuh Temperature rise 32 OF Total cooling 24000 Btuh Actual airflow 800 cfm Actual airflow 800 cfm Ai r fi ow factor 0.037 cfm/Btuh Airflow factor 0.065 cfm/Btu h Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 1.00 Capacity balance point=11 OF Backup: ROOM NAME Area Htg load Clg load Htg AVF ClgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) livng kit 312 6346 4480 237 293 up bed 1 192 4790 2773 179 181 kit 128 1859 924 69 60 entry 58 2222 1290 83 84 up bed 2 151 4691 2334 175 152 up bath 52 808 240 30 16 up bath 2 45 714 206 27 13 up laundry 34 0 0 0 0 up landing 77 0 0 0 0 f 6 0 0 0 0 powder 31 0 0 0 0 Bokl4talic values have been manuaW overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -F- wrightsoft" 2019-Aug-1708:19:58 M,*..• ,,,.,.,.,.a. .,,, Right-SuteOUriversal 201919.0.09 RS000933 Page 1 disonsprings\addisonsprings4AtadesigrLnp Calc=W8 FrortDoorfaces:N Pagel of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Entire House d 1085 21429 12246 800 Si00 Other equip loads 4960 1488 FOR ALL INSPECTIONS Equip. @ 1.00 RSM 13734 Latentcooling 0 TOTALS 1085 26388 13734 800 SIX 8old�rtalic values have been manually overridden Calculations approved byACCAto meetall requirements of Manual J 8th Ed. 1 -�- wrightsoftr, 2019-Aug-1 7 08:19:58 �� M,„•.M„,,,,,,, ,, „M Rigtt-Sute®Uriversa1201919.0.09 RS000933 Page 2 ACD� ...disonsp6ngs4addisonspringsVLdtadesignryp CaIc=M,18 Frort Door faces:N Page 2 of 129 CITY APPROVED PLANS Reviewed for Code Compliance � Date: Nov13,2018 Project Summary Job: ON JOB SITE -- 4� � Entire House By. t-UK ALL INSPECTIONS ,1e,W,,ln�6J PN&V Terry's Heating &Air Conditioning 1535 Kimberly Rd.,Twin Falls,ID 83301 Phone;(208)734-4376 Fax:(208)734-4047 Web:www.terrysheafing.com Pronect Information For: Addison Springs UNIT Notes: Desicin Information Weather: Twin Falls AP,ID,US Winter Design Conditions Summer Design Conditions Outside db 2 OF Outside db 95 OF Inside db 72 OF Inside db 74 OF Design TD 70 OF Design TD 21 OF Daily range H Relative humidity 50 % Moisture difference -34 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17881 Btuh Structure 10062 Btuh Ducts 3548 Btuh Ducts 2184 Btuh Central vent(75 cfm) 4960 Btuh Central vent(75 cfm) 1488 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26388 Btuh Use manufacturer's data n Rate/swin multipplier 1.00 Infiltration Equipmen sensible load 13734 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 1 (Semi-tight) Structure 86 Btuh Ducts -213 Btuh Central vent(75 cfm) -1479 Btuh Heatingg Cooling Outside air Area(ft2) 1085 1085 Equipment latent load 0 Btuh Volume(ft3) 9765 9765 Air changes/hour 0.39 0.16 Equipment Total Load(Sen+Lat) 13734 Btuh Equ iv.AVF(cfm) 63 26 Req.total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model SEER 14.0,HSPF 8.1 Cond SEER 14.0,HSPF 8.1 AHRI ref Coil AHRI ref Efficiency 8.1 HSPF Efficiency 12.2 EER, 14 SEER Heating Input Sensible cooling 16800 Btuh Heating output 23881 Btuh @ 47°F Latent cooling 7200 Btuh Temperature rise 32 OF Total cooling 24000 Btuh Actual airflow 800 cfm Actual airflow 800 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.065 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 1.00 Capacity balance point=11 OF Backup: Input=0 kW, Output=0 Btuh,100 AFUE BdWltalic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrigFtsoft^ 2019-Aug-17 08:19:58 Right-Sute®Uriversal 2019 19.0.09 RS000933 Page 1 ...disonsprings\addisonsprirgsVhladesigrinp Calc=W8 FrortDoorfaws:N Page 3 of 129 CITY APPROVED PLANS N Reviewed for Code Compliance PLANS MUST BE ON JOB SIT FOR ALL INSPECTIONS main Z,800 c ent 69 cfm 146 cfm r kit 146 cfm livng kit powder storage .lob#: Terry's Heating &Air Conditioning Scab:1 :69 Perfonned for. Pagel AdJscnSptrg3UNITA 1535 K�nbOyRd. Rip-SMOUriversa12019 Twin Fals,ID 83301 19.0.09RSUOM Phone:(208)7344376 Fax(208)734-4047 2019-Aug17082010 wm terrysh of ng.com -dJ—sp ngsWadesignrLV Page 4 of 129 CITY APPROVED PLANS N Reviewed for Code Compliance PLANS MUST BE ON JOB SIT FOR ALL INSPECTIONS upper ;dl 4 inch 14 up landing 5- 8" 8" 181 cfm ! 1 : 14 x 10 7 -7 IJ up, laundry 5 „ I p bed 2 ,. 5 cfm up bath 30 cfm 27 cfm up bath 2 Job#: Terrys Heating &Air Conditioning �e: 1 :69 Performed for: Pag92 AddscnSpnngsUN[TA 1535 KimbeNRd. Rj0Suh3&Urtversa12019 Twin Fals,ID 83301 19.0.09RSUMM Phone:(208)734-4376 Fax(208)734AO47 2019-Aug-170B2Q10 wwwtemysheaing.com dJscnspnrgs`uttadesjg W Page 5 of 129 CITY APPROVED PLANS Reviewed for Code Compliance Job: Load Short Form Date: �1ov13,2018T BE ON JOB SITE Entire House By; FOR ALL INSPECTIONS Terry's Heating&Air Conditioning 1535 Kimberly Rd.,Twin Falls,ID 83301 Phone:(208)734-4376 Fax:(208)734-4047 Web:www.terrystieating.com Project • • For: Addison Springs UNIT B Design Information WEI Clg Infiltration Outside db(OF) 2 95 Method Simplified Inside db(OF) 72 74 Construction quality Semi-tight Design TD(OF) 70 21 Fireplaces 1 (Semi-tight) Daily range - H Inside humidity(%) 30 50 Moisture difference(gr/Ib) 35 -34 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade UNICO SYSTEM Trade UNICO SYSTEM Model 4TWR4024G1 Cond 4TWR4024G1 AHRI ref 10306203 Coil M2430C"1-B"++M2430B`1-EC" AHRI ref 10306203 Efficiency 7.2 HSPF Efficiency 10.1 EER,12 SEER Heating input Sensible cooling 14000 Btuh Heating output 20000 Btuh @ 47oF Latent cooling 6000 Btuh Temperature rise 26 OF Total cooling 20000 Btuh Actual air flow 800 cfrn Actual air flow 800 cfm Air flow factor 0.033 cfm/Btuh Air flow factor 0.064 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 1.00 Capacity balance point=26 of Backup: Ou1put=0Btuh. 100AFUE ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) MITI) livng kit 256 5462 3579 178 229 storage 31 0 0 0 0 kitchen 144 1884 588 61 38 entry 125 3629 1541 118 99 powder 28 833 178 27 11 up bed 3 122 4030 2610 131 167 up bed 2 143 3031 1208 99 77 up bath 2 66 480 202 16 13 u bed 1 177 4202 2291 137 147 f 12 0 0 0 0 up bath 1 43 1022 281 33 18 up landing 110 0 0 0 0 B"Itafic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft` 2019-Aug-17 09:12:06 �„+.,, ,. „.,„,.,,. Rigk-Sute®Uriversal 201919.0.09 RS000933 Page 1 ...i son springsVayoutbheatloss bid puposessup Calc=W8 Front Door faces:N Page 6 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS M S JOB SITE Entire House d 1253 24573 12477 800 FOR ALL II�ISPECTIONS Other equip loads 4960 1488 Equip. @ 1.00 RSM 13965 Latent cooling 0 TOTALS 1253 29533 13965 800 800 HoWalic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft" 2019-Aug-17 09:12:06 M,,.• ,,,,. . ...,�.., Rigtt-Sute®Uriversat 201919.0.09 RSU00933 Page 2 !son sprirgslayoubheatloss bid pirposes.nQ Calc=MJa Front Door toes:N Page 7 of 129 CITY APPROVED PLANS Reviewed for Code Compliance Project Summary J� � Date: Nov 13,2018 T BE ON JOB SITE Entire House By: FUK ALL INSPECTIONS W,44,,'Wwen Terry's Heating&Air Conditioning 1535 Kimberly Rd.,Twin Falls,ID 83301 Phone:(208)734-4376 Fax:(208)734-4047 Web:wwwJerrysheatirg.00m Promect Information For: Addison Springs UNIT B Notes: Desion Information Weather: Twin Falls AP,ID,US Winter Design Conditions Summer Design Conditions Outside db 2 OF Outside db 95 OF Inside db 72 OF Inside db 74 OF Design TD 70 OF Design TD 21 OF Daily range H Relative humidity 50 % Moisture difference -34 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 20952 Btuh Structure 10194 Btuh Ducts 3620 Btuh Ducts 2283 Btuh Central vent(75 cfm) 4960 Btuh Central vent(75 cfm) 1468 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29533 Btuh Use manufacturer's data n Rate/swin multiplier 1.00 Infiltration Equipmen�sensible load 13965 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tigght Fireplaces 1 (Semi-tight) Structure 207 Btuh Ducts -224 Btuh Central vent(75 cfm) -1479 Btuh Heating Cooling Outside air Area(ft2) 1253 1253 Equipment latent load 0 Btuh Volume(ft3) 11281 11281 Air changes/hour 0.38 0.16 Equipment Total Load(Sen+Lat) 13965 Btuh Equiv.AVF(cfm) 71 30 Req.total capacity at 0.70 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade UNICO SYSTEM Trade UNICO SYSTEM Model 4TWR4024G1 Cond 4TWR4024G1 AHRI ref 10306203 Coil M2430C*1-B*++M2430B*1-EC** AHRI ref 10306203 Efficiency 7.2 HSPF Efficiency 10.1 EER,12 SEER Heating Input Sensible cooling 14000 Btuh Heating output 20000 Btuh @ 470F Latent cooling 6000 Btuh Temperature rise 26 OF Total cooling 20000 Btuh Actual airflow 800 cfrn Actual airflow 800 cfm Air flow factor 0.033 cfm/Btuh Air flow factor 0.064 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 1.00 Capacity balance point=26 OF Backup: Input=0 kW, Output=0 Btuh, 100 AFUE BoWitalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. F* wrightsoft'" 2019-Aug-1709:12.06 Rigft-SLite@Uriversal 20l9 l9 0.09 RS000933 Page 1 .9C.C.A ...isonspringslayout b heatloss bid prrposes.np Calc=MJB Front Door faces: N Page 8 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SIT FOR ALL INSPECTIONS N main Z 800 cfm storage entry cl�q 8 cfm 229 cfm livng kit �27 c 61 cim powder kitchen Job#: Tery's Heating &Air Conditioning Scale:1 :76 Performed for: Page 1 Addison Springs UNIT 15351Gmberly Rd. Right-SUite(D Universal 2019 Twin Fd Is, D 83301 19.0.09 RS000933 FrKm:(208)734-4376 Fax:(208)734-4047 2019-Aug-1 7 09:12:15 wwwterr�shaatingconn )PLA b heatloss bid purposes.rup Page 9 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SI FOR ALL INSPECTIONS N upper FA=4 inch 33 cfm n up b h 1 w/d landing 16 5" � 6 M^^ft .J~ 8 10 7 c u bed 3 7" 67 cfm 5„ L \ Mf 6 5 , up bed ,lob#: Terry's Heating &Air Conditioning Scale:1 :76 Performed for: Page 2 Addison Springs UNIT B 1535 Kmberly Rd. RghtSuiteO Universal 2019 Twin Fd IS D 83301 19.0.09 RS000933 Phone:(208)734-4376 Fax:(208)734-4047 2019-Aug-1709:12:15 wwwxerrWs eatingcom ...yout b heatloss bid purposes.rup Page 10 of 129 CITY APPROVED PLANS Reviewed for Code Compliance Load Short Form Job: PLANS MUST BE ON JOB SITE Date: NOV OI�A�LS NSPECTIONS Entire House By F 9r'a au'424ra&.od Terry's Heating &Air Conditioning Px.�1 1535 Kimberly Rd.,Twin Falls,ID 83301 Phone:(208)734-4376 Fax:(208)734-4047 Web:www.terrysheating.com Project • • For: Addison Springs UNIT C or D Design Information Htg Clg Infiltration Outside db(OF) 2 95 Method Simplified Inside db(OF) 72 74 Construction quality Semi-tight Design TD(OF) 70 21 Fireplaces 1 (Semi-tight) Daily range - H Inside humidity(%) 30 50 Moisture difference(gr/Ib) 35 -34 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model SEER 14.0,HSPF 8.1 Cond SEER 14.0,HSPF 8.1 AHRI ref Coil AHRI ref Efficiency 8.1 HSPF Efficiency 12.2 EER,14 SEER Heating input Sensible cooling 16800 Btuh Heating output 23881 Btuh @ 470F Latent cooling 7200 Btuh Temperature rise 32 OF Total cooling 24000 Btuh Actual airflow 800 cfm Actual airflow 800 cfm Air flow factor 0.031 cfm/Btuh Airflowfactor 0.053 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 1.00 Capacity balance point=16 of Backup: ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Iivng kit 492 9971 5465 307 288 storage 72 0 0 0 0 do bed 182 3585 2802 110 147 up bed 1 193 4519 2456 139 129 bath 68 1156 537 36 28 wic 44 1440 1202 44 63 up bed 2 193 4567 2493 141 131 bath 45 744 245 23 13 12 0 0 0 0 up landing 56 0 0 0 0 BoWrrtalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. *- wrightsoft", 2019-Aug 1709:50:02 "A+=w•­­,,.-1.,.„<,„,1.,, RigFl-Sute®Uriversa1201919.0.09 RS000933 AC0% Page 1 ...isonspringsVayo�2cheatloss bid puposes.np CaIc=MJB Frori Door faces: N Page 11 of 129 CITY APPROVED PLANS Reviewed for Code Compliance Entire House d 1357 25983 15200 800 NS MOST BE JOB SITE Other equip loads 4960 1488 FOR ALL IN19PCTIONS Equip. @ 1.00 RSM 16688 Latent cooling 0 TOTALS 1357 30943 16688 800 aw 19olomalic values have been manually overrio;*n Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsof - 2019-Aug-17 09:50:02 Mn.•M.•..,. •,.,..,gym.m FG9N-Sute0Uriversal201919.0,09 RSU00933 XCK ...isonsprirgsVayoucheatloss bid purposes.rLQ CaIc=MJB Front Door faces:N Page 2 Page 12 of 129 CITY APPROVED PLANS Project Summary Job: for Code Compliance _ BE ON JOB SITE Date- Entire House �F�Tf`OR ALL 4 ;" LL I • By: F INSPECTIONS q7 ,, Terry's Heating&Air Conditioning 1535 Kimberly Rd.,Twin Falls,ID 83301 Phone:(208)734-4376 Fax:(208)734-4047 Web:www.terrysheating.com Proiect Information For: Addison Springs UNIT C or D Notes: Desian Information Weather: Twin Falls AP,ID,US Winter Design Conditions Summer Design Conditions Outside db 2 OF Outside db 95 °F Inside db 72 OF Inside db 74 OF Design TD 70 OF Design TD 21 OF Daily range H Relative humidity 50 % Moisture difference -34 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22099 Btuh Structure 12800 Btuh Ducts 3884 Btuh Ducts 2399 Btuh Central vent(75 cfm) 4960 Btuh Central vent(75 cfm) 1488 Btuh Outside air Outside air 0 Btuh Blower Humidification0 Btuh Pi In0 Btuh Equipment load 30943 Btuh Use manufacturer's data n Rate/swin multipplier 1.00 Infiltration Equipmen�sensible load 16688 Btuh Method Simplified Latent CoolingEquipment Load Sizin Construction quality Semi-tight g Fireplaces 1 (Semi-tight) Structure 358 Btuh Ducts -228 Btuh Central vent(75cfm) -1479 Btuh Heatingg Cooling Outside air Area(ft2) 1351 1357 Equipment latent load 0 Btuh Volume(fP) 12209 12209 Air changes/hour 0.37 0.16 Equipment Total Load(Sen+Lat) 16688 Btuh Equiv AVF(cfm) 76 33 Req.total capacity at 0.70 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model SEER 14.0,HSPF 8.1 Cond SEER 14.0,HSPF 8.1 AHRI ref Coil Efficiency AHRI ref Heating input 8.1 HSPF Efficiency 12.2 EER, 14 SEER P Sensible cooling 16800 Btuh Heating output 23881 Btuh @ 47oF Latent cooling 7200 Btuh Temperature rise 32 OF Total cooling 24000 Btuh Actual airflow 800 cfm Actual airflow 800 cfm Air flow factor 0,031 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 1.00 Capacity balance point=16 of Backup: Input=0 kW, Output=0 Btuh, 100 AFUE BoldRalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wrightsoft- 2019-Aug-1 7 09:50:02 RighFSute®Uriversal 201919.0.09 RS000933 isonsprirgslayoutcheatloss bid purposes.rup Calc=W8 Frort Door faces:N Page 1 Page 13 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE <) FOR ALL INSPECTIONS N main FA=4 INCH /5" storage 1011 ` 153cfm 14x10 { 7" 800 cfm 5'I b h 36 cfm 5" 147 cm1 bed iX 63 cfm WC .lob#: Te 's Heating&Air scale: 1 :65 Performed for: n'Y 9 9 P�tge 1 AdJscnSpringsUNITCorD Ri h TwinKills,ID Rd g 1 0.09 RSU00933 019 Twin Falls,ID 8331�1 2019-Pug-17 09 5009 Phone:(X8)734-4376 Fax:(2lB)734-4047 youtcheatbssbid 950.,0es.rup wwwJ Tysh�rxjc= Page 14 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS N upper UP bath 23 cfm w/d up bed 1 up bed 2 139 cfm up landing 41 cf n Job#: Te 's Heating&AirConditionin scale: 1 :s� Performed for: nY 9 g Page AdJscn Spings U N FF C or D rnberiy 15351G Rd Rghf—%' O Universal 2019 Twin Falls,ID 83301 19.0.09 RS000933 Phxe(20B)73,1-4.'376 Fax:(20B)734AO47 2019-tug 1 7o9s0o9 wwwJenyshmOrlgcan Wutc heatbss bid purposes.rup Page 15 of 129 Reviewed for Code Compliance .I PLANS MUST BE ON JOB SITE in w FOR ALL INSPECTIONS a N n n C co C Cr m (O U) CD = T O O ^, N W y C N �. w N � 0 ro ° n N N Coca ro w CA 3 0 = -0 °. o CL 1a' a y o m w C Cr m Cr w Cr - 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O 0 0 0 0 0 0 0 6 V! ut N In y (� Ul In N yN EE — n ro J D 0 ro' 3 000 00o cnCA !n cr �•a W ° >3- _� w w 3 C (now O m w 0 0 y W v 0 a c),, w 0n .Pooa ioo : -. 0000 -+ m 0 C3 C7 7J ro —. mroromrorommroronrotoro Er -5 -- — - — — ��—c. w ?N N N 2 ro 0 P . . 00o rnPM010n ' .ai 000 000 00000ro Ig1,01 D a 3 ro ro m m ro m ID CD -- 'oJ0 Cb y N _ D o, o0 CD Aoo A ? 0400A 'o C n o0040000bo000ob� o [ n m 33 3CD 3333333 -- - - a 0 O �' 0 0 0 o 0 0 °—' 0 0 0 0 o ro N �- BALANCE REPORT S �� L DUE AT FINAL @co w n ao o ? rn o o rn1 o o o 0 — 17 00boaobbmin00bbc�in 3 3 3 3 3 3 s 3 3 3 3 r N D — oot 009 0000m 00O i7Oto 0p OO4J 33 33 D 3333 7 fro m .i (D d 0 0 4 m O O O 00000 1n 11 ib 03 po II OD to Oo II bo 46m4 (n n _ S (D m C o m 0) co Cu cu O Inw v cn 0 o N N co a oui0o °, o0 oQ0000D w ,p, fo 0000000p .A0000A OR n ° n Cb b O n o ° O p n 0 k o33 3a 3 3�'333 3333 Page 16 of 129 � � ' CITY APPROVED PLANS Reviewed for CodeCompliance -4 PLANS mugs ON JOB SIEI co FOR ALL � » � 'CO � , F (0 / 22 / m Za a 0 ® 0) n 2 / 2 2 / � ( � C " (D 22 kk ( (D 2 / � / \ . 7 � / > k ( '0n & ƒ & Ha2 }(0) > 2 M ; m w = (D 0 )_ / �\ / \\ / % mom R � _ \ E m % . a m CDn C: \ d � E o Bƒ " § \ \ -n = � / § : E / 0 / \ a 3 ® © m 0 K ° # JR :1E � D J0 \ % { ƒ } a & G ƒ \ / / \ & § / { ° - \ / \ ig § £ 0 J ƒ 2 ° } § \ \ 2 \ CO . 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E 0 0 \ E ) Page of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE COMcheck Software Version 4.0.7.2 Review FOR ALL INSPECTIONS Mechanical Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Addison Springs Location: Twin Falls, Idaho Climate Zone: 5b Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Additional Efficiency Package Unspecified Mechanical Systems List Quantity System Type&Description 1 HVAC System 1 (Single Zone): Split System Heat Pump Heating Mode:Capacity=45000 kBtu/h, Proposed Efficiency=3.20 COP,Required Efficiency=3.20 COP Cooling Mode:Capacity=44000 kBtu/h, Proposed Efficiency=10.00 EER,Required Efficiency: 9.50 EER +10.6 IEER Fan System: None Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck V rsion 4.0.7.2 Review and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Sign re Da Project Title: Addison Springs Report date: 08/18/19 Data filename: Untitled.cck Page 1 of 9 Page 18 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS r 4'•G• '7' 9:E• 12 b I 5:B• IB §� Iwt STOR.IME b L► °° --AS d 10 1_ _ G N Q <fa�r 4:fY S Z1 JL_ x occuaauisg too s,F. FE M BBQ/PICNIC PATIO IDHI 10H2 /` LOBBY Lpanr r — ——I ——— b 24 OCCVP M6g I6 S.F. 01 5 1 1D'.ff1CLG TYP• TYP. 13 °x HALL w" 66 xT , a JAN050R �1tr-v � , � u'.0. . -^ I2 $ r 5 I Iv 1 1' I � 4'.n• � G'x• �.+' � TrJ.N�sR I b I T 7 I I \ 40CCUPARTS g SO S.F, !!! r— f e j® 2X I 5 FITNESS �1 10.CC1.0, 22 WO EN }gym MEN al I WOMEN 1C MIRA MEN _ C H 2T \• I SCALE BATH FANS TO BE INTERCONNECTED r'ff la_p- xtr•o• WITH LIGHT 3G.D C��gtJO11@E 1445SgUARE FEET / SCALE fl UJ FLOOR PLAN 5:0^ 61 D, '•D' ED, EO. ED. ED, ECL EO. �Q m SG 6G SO Sp Sc sa 5D HALL / \ \ / `.+ SCALE A I ° ° CLUBHOUSE DOOR S RAISED PANEL FULLLIGH7xl FLLLLIGHT FLLLLIDHT SIDEUTE INSIIL4TEp S7EEL INSULATEDS7EEL ' DOOR u Wd DOOR FRAI SCALE R TYPES S DESCRIPTION SIZE a $ x NTS p-0 R''D• 15'•0' 2''6- IOU, VESTIOULE 1x13'-0'A F-0•%I.31V C IM I. FAINT 11Xf FF d 'I ?I ]�i� 101•] VESTIBULE ]-0'%8'-0'X 1.3f1' C HWGL PAINT TIMELY I FF y]IL`I�•� td�1 I FIT 14114'%S'd•K 1-3/4" D IMIGL PANT HM FF — TY tT-�I IObx IODBY z IJH' A $CWp FFSV TIMELY FF b �C 101i OFFICE ]:0'KB'-0'X I.Ld" 0 9CWp FF.SV TIMELY FF 104•I GTOR,AIECN 3'_b•%6'A'%1.L4' A 9GVIp FFSV TIMELY FF I I I ,-I JANITOR 3'-0'%8'-0-%1JlF" A SCIMD FF.$y TIMELY F F 1 MI NTNE65 ]'_ff XB:O•x fal4• p SFN9 FFSy TIMELY FF 10T•t 41EN 3'.0'K8'•0'%1.0/q' A $CWp FF.$y TIMELY FP O I0&i WOMEN 0:0'x B'•ffX HJ/q' A $CYip FF.yy TIMELY FF(3 OC ° E 'DOOR$CHEOVLE ABBRENATION LEGEND vNYLGuaER VMLGLIDER VINYLSINGLEHUNG O O HM•NOLLOWMETA FFSy.FACTOAYFIMSN3TAINVARI WINDOW VINYL MULLEHUNG/F XEO FIXED GGWT^SDLIOCOREWOOD DOGL IMIOL-INSULATED HOLLOWMETALI MULLED UNi c IIMIGL•IIOILON METAL DOOR,GIAi ED L SCALE TYPES "L'134EER TOGREET L6.x FOR DOOR 1F.Ap'JAMe DETAILS B d HARDWARE GROUP "LESS TOSREJ 5.2FO -I- N73 L l Page 19 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SIT FOR ALL INSPECTIONS Calculations For Addison Springs Apartments Structural - Residential Project No. S182053 Prepared For: Glancey, Rockwell & Associates 1257 W. River Street, Ste. 110 Boise, ID 83702 Friday, October 26, 2018 SA C; Fj T'Nif- IAlTTn INIf- VLrV11�IL�V�\ll1ltl 1693 S. Coronado Ave., Boise, Idaho 83709 (208) 855-5082 http://www.sage-eng.com Page 20 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 10 A foo"'71r: k..X" %,I j UN G 1N LLTUN G Addison Springs Apartments Table of Contents Description Page Design Criteria 1-3 Dead Loads 4 Roof Framing 5 Roof Ply/OSB 5 5'-6"Bearing Header 5 5'6"Header at Girder Truss Overbuild 5 3'6"Bearing Header 5 Second Floor Framing 6 Floor Ply/OSB 6 Floor Joists 6 End Unit 5'6"Bearing Header 6 End Unit 2'6"Bearing Headers 6 Roof Joists at Lower Roof 6 Roof Deck Beam Unit C or D 7 Unit A Lower Shed Roof Beam 7 Floor Joists at Upper Unit Overhang 7 Unit C or D Slide Door Header 7 Unit A Slide Door Header 7 Unit B End Beam 8 Unit B End Window 8 Unit B Deck Side Beam 8 Unit B Deck Front Beam 8 Unit B Deck Interior Side Beam 8 Unit A Entry Side Beam 8 Unit A Entry Front Header 9 Interior Unit A Pop-Out Wall Beam 9 Interior Unit A Lower Roof Center Beam 9 Interior Unit A Lower Roof Corner Exterior Beam 9 Interior Unit A Lower Roof Interior Exterior Beam 9 Interior Unit A Exterior Beam with Unit Above 9 Interior Unit A Center Beam Between Roof&Unit Above 10 Page 21 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Description Page Interior Unit A Lower Roof Deck Side Beam 10 Interior Unit A Exterior Beam at Unit Above 10 Interior Unit A Exterior Beam at Unit Above 2 Units Int. 10 Unit C Exterior Beam at Unit Above and Roof Below 10 Unit C Pass Through Door to End Unit 11 Stair/Wall Header 11 West End Unit Stair Side Beam 11 Second Unit From End Stair Side Beam 12 Under Stair Closet Header 12 Footings & Foundations 13 Exterior Bearing Walls 13 Interior Bearing Walls 13 Capacity of Exterior Footing 13 Capacity of Interior Footing 13 Column Footings 13 Unit B End Beam 14 Unit B Front Corner Deck Column 14 Lateral Analysis 15 Unit C or D 15 All Units East and West 15 Club House 16 Roof Framing 16 Right Canopy Roof Joists 16 Right Canopy Center Roof Beam 16 Right Canopy Side Beams 16 Right Canopy Cross Beam 16 Right Entry Header 17 Right Window South 17 South West Window Header 17 North West Window Header 17 West North Window Header 18 Left Entry Ridge Bam 18 Left Entry Side Beams 18 Left Entry Cross Beam 18 Left Entry Header 18 Footings & Foundations 19 Typical Exterior Bearing Wall 19 Capacity of Exterior Footing 19 Canopy Column Footing 19 Lateral Analysis 19 Shearwalls 19 West Wall 19-20 East Wall 20 Page 22 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Description Page North Wall 20 South Wall 20 Page 23 of 129 CITY APPROVED PLANS Revie le Compliance Date � / SITE , - - f - - -- DESIGN CRITERIA REFERENCE MANUALS: 2015 International Building Code (IBC) 2015 International Residential Code (IRC) American Concrete Institute ACI 318 American Institute of Timber Construction(AITC) American Institute of Steel Construction(AISC) CRSI "Manual of Standard Practice" American Concrete Institute Detailing Manual National Design Specifications for Wood Construction(NDS) North American Specification for the Design of Cold Formed Steel Structural Members AASHTO LRFD Bridge Design Specifications The above list is representative, refer to IBC Chapter 35 for additional references and applicable dates and versions. LOAD COMBINATIONS-See Chapter 16,Section 1605, IBC: 1,2Workiniz Stress Design 3 Strenjzth Design D + L+(LR or S or R) 1.4(D+F) D +L+ 0.6(wW) 1.2(D+F) + 1.6(L+H) + 0.5 (LR or S or R) D+L+ 0.6(wW) + S/2 1.2(D+F)+ 1.6 (LR or S or R)+1.6F+(fI L or .8W) D+ L+ S +0.6( wW)/2 1.2(D+F)+ LOW+fiL+1.6H+0.5 (LR or S or R) D+ L+ S+E/1.4 1.2(D+F)+ 1.0E + fiL + 1.61-1+ f2S 0.91)+E/1.4 0.9D + LOW+ 1.61-1 1. See IBC Section 1605.3.2. 0.9(D +F) + 1.0E + 1.61-1 2. See IBC Section 1605.3.1. 3. See IBC Section 1605.2.1 LATERAL DESIGN: V301 Zip Code 6 (o Elevation Yd, Latitude —�! X.�o Longitude Wind: Risk Category 33% Stress Inc. for all Material Except CMU and Wood. (Load Combo 1. Only) Wind Speed, 3 Second Gust mph Wind Exposure Category 6 Stress Inc. for Wood. Seismic: Risk Category 1-33toStress Inc. for all Materials Except CMU and Wood. (Load Combo 1. Only) Spectral Response Coeff. SDs = ��60% Stress Inc. for Wood. E 125 and Up, D2 83 - 125 Spectral Response Coeff. SDI = �q Di 67 - 83 Seismic Importance Factor Do 50 - 67 Site Class C 33 - 50 Seismic Design Category B 17 - 33 Residential Design Category SDs x 100= 00.(P A 0 - 17 Page 24 of 129 V CITY APPROVED PLANS -- 4evi, -'e co nce Client � -�- --- ----_-- -Date _�E'1 claSITE \ ` f?!(+! 'C t ';ob No. �l� ��. 3IONS '[_R 1 N E g irTcer Sheet c,2 of 28 day strength(F',,) Footings Specified psi Design c psi Foundations Specified si Design si Interior Slabs Specified psi Design psi Exterior Slabs Specified psi Design psi Retaining Walls Specified psi Design psi Columns Specified psi Design — psi Beams Specified — psi Design psi Tilt-Up Specified psi Design _ psi Reinforcement ASTM A-615; #4 &larger ties(Fy)= laEO, DOO psi Stirrups & #3 (Fy) _ � K� , pQp psi STRUCTURAL STEEL: Plates, Angles and Channels ASTM A36 (Fy= 36ksi) W Shapes ASTM A992 Gr. 50 (Fy= 50ksi) Structural Tube- Square or Rect. ASTM A500 Gr. B (Fy=46ksi) Structural Tube- Round ASTMA500 Gr. B (Fy=42ksi) Steel Pipe ASTM A53 Gr. B (Fy= 35ksi) COLD FORMED STEEL: Modulas of Elasticity E=29,500 ksi Fy=33,000 psi for 16 gauge or lighter material Fy= 50,000 psi for 18 gauge or heavier material DIMENSIONAL LUMBER: Douglas-Fir Larch WWPA and NDS Tables 4A, 413, 4C and 4D (Values in psi) 2"-4"x 2"-4"x 2114"x 2"4"x 2"-4"x 2"4"x 2"-4"x Beams Posts& 2"&up 2"&up 2"&up 2"&up 2"&up 2"&up 2"&up &Strgrs Tmbrs No.1& No. 1 No.2 No.3 Stud Const. Sid. 5"x5l, 511x5" Better &up &up No. 1 No. 1 Sg1.Mem.Bend. (Fb) 1200 1000 900 525 700 1000 575 1350 1200 Par.Ten'. (Ft) 800 675 575 325 450 650 375 675 825 Horiz.Shear (F ) 180 180 180 180 180 180 180 170 170 Per.Comp. {F,,(per)) 625 625 625 625 625 625 625 625 625 Par.Comp. (F,,) 1550 1500 1350 775 850 1650 1400 925 1000 Mod. of Elas.(E) 1.8E6 1.7E6 1.6E6 1.4E6 1.4E6 1.5E6 1.4E6 1.6E6 1.6E6 Note: Apply appropriate CD, CM, Ct, CF, Cf,, CL, G, Cp, Cb, Ci, Cv,CT factor to allowable stresses (see NDS Standard Chapter 4.3 and NDS Supplement Chapter 4 Tables 4A, 413, 4C and 4D.) 3 GLU-LAMS: Douglas-Fir Larch NDS Table 5A (Values in psi) Tension Compression Per.Comp Horiz. Shear Mod. of Elas. Fb Fb Fc per Fv E 24F-V4 DF/DF 2400 1850; 650 265 1.8E6 24F-V8 DF/DF 2400 24M 650 265 1.8E6 Page 25 of 129 CITY APPROVED PLANS Cam Code?e" ed f Compliance licence �Gli2nt Date Q�6 SITE rLIN*.LNL:uuN G Engineer Sheet J of MASONRY: Concrete masonry units ASTM C90, grade N, type 1 y' ; weight F'm= psi Grout F', U20psi Mortar Type S ROOF LIVE LOADS: Snow Importance Factor Case I J psf Uni. Flat or Sloped Snow Load w/ 15% Stress Increase for Wood Case II psf Ground Snow Load for Drifting per IBC Section 1608 and Section 7 of ASCE 7 Case III _ psf Live Load w/25% Stress Increase for Wood per NDS Section 2.3. FLOOR LIVE LOADS: Residential Floor = 40 psf Uni., 0 lbs Conc. Decks and Balconies = (Same as Occupancy) Office Floor = 50 psf Uni., 2000 lbs Conc. Office Corridors above 1st Flr. = 80 psf Uni., 2000 lbs Conc Strs, Walkways, Lobbies, etc = 100 psf Uni., 300 lbs Conc. Partition Loads = 15 psf Uni., 0 lbs Conc. (PL = 0 if LL> 80) Misc. =_psi Uni., lbs Conc. Misc. _psi Uni., lbs Conc. SOIL BEARING: Allowable Soil B arin b= sf Frost Dep h= in. Report By ` qC 800)0 Dated: o 7 SNOW DRIFTING: Roof Snow Load Pf= psf Ground Snow Load Pg= psf Ce= Ct= Cs = I= Upper Roof Length luur ft; Lower Roof Length luir= ft Roof Snow Load (PS =Pf*CS) = psf Pf= 0.7*Ce*Ct*I*Pg= psf or above; Pg=Pf/(0.7*Ce*Ct*l) = psf or above Y= 0.13*Pg+ 14 = pcf < 30 pcf; hb =PS/Y= ft\ Roof: hd(leeward) =0.43*(I.u,)'/'*(pg+10)'�' -1.5 = ft; hd (windward)=3/4*[0.43*(1„ir)'/'*(pg+10)''/'-1.5] = ft Roof Projections & Parapet Walls: hd=3/4*[0.43*(luur)�/'*(pg+10)''/'-1.5] = ft Drifting: he (height of roof step—hb) ft; hdmax=hemax or hd= ft hm=hd+hb= ft; Pm=Y*hm= psf wd=4hd or 4hd2/h,,<— 8*hc => ft< ft= ft Page 26 of 129 CITY APPROVED PLANS 4evie le Compliance / l Client t Date vo ITE Project Job N � 3 ,rNGIN LURING r :rlc€t of Roof: Trussed Wood Roof Joist Wood Roof Steel Roof w/ Steel Roof w/ w/Asphalt Shingles w/Asphalt Shingles Membrane Roof Ballasted Roof Roofing = 1.70 psf Roofing = 2.00 psf Roofing = 2.00 psf Ballast= 13.00 psf Ply/OSB = 1.70 psf Ply/OSB = 2.00 psf Decking= 2.00 psf Decking=2.00 psf Trusses= 1.50 psf Joists = 3.00 psf Insulation= 1.00psf Insulation= 1.00psf Insulation= 1.00 psf Insulation= 1.00 psf Steel Joists = 3.00 psf Steel Joist= 3.00 psf Gypboard= 2.50 psf Gypboard= 2.50 psf Sprinklers=2.00 psf Sprinklers = 2.00 psf Sprinklers=2.00 psf Sprinklers=2.00 psf Drop Ceiling= 2.00 psf Drop Ceiling =2.00 psf Miscellan =4.60 nsfnsf Miscellan =2.5 Miscellan= 8.00 nsf Miscellan = 7.0 15.00 psf 15.00 psf 20.00 psf 30.00 psf Roof: Trussed Wood Roof Joist Wood Roof Steel Roof w/3 %2" Steel Roof w/3 %2" w/Roof Conc. Tiles w/Roof Conc. Tiles Composite Deck Comp. Deck Ballasted Roofing 16.00 psf Roofing = 16.00 psf Roofing = 2.00 psf Ballast= 13.00 psf Ply/OSB = 2.00 psf Ply/OSB = 2.00 psf Decking= 30.30 psf Decking= 30.30 psf Trusses = 1.50 psf Joists = 3.00 psf Insulation= 1.00psf Insulation= 1.00psf Insulation= 1.00 psf Insulation= 1.00 psf Steel Joists = 5.70 psf Steel Joist= 3.00 psf Gypboard= 2.50 psf Gypboard= 2.50 psf Sprinklers=2.00 psf Sprinklers=2.00 psf Sprinklers =2.00 psf Sprinklers=2.00 psf Drop Ceiling=2.00 psf Drop Ceiling =2.00 psf Miscellan = 5.00 nsf Miscellan = 1.0 Miscellan= 7.00 nsf Miscellan = 3.7 30.00 psf 30.00 psf 50.00 psf 55.00 psf Floor: Wood Joists Wood Joists w/ Wood Joists w/ Steel Joists w/ w/3/4"Ply/OSB 3/4" Gyperete 1 '/2 Gyperete 3 '/2" Comp. Deck Flooring = 1.50 psf Gyperete = 7.00 psf Flooring = 1.00 psf Flooring= 1.00 psf Ply/OSB = 2.00 psf Ply/OSB = 2.50 psf Gyperete = 13.20 psf Comp. Deck= 30.30 psf Joists= 2.50 psf Joists = 3.00 psf 3/4" Cem. Bd. = 6.50psf Insulation= 2.70psf Insulation= 1.00 psf Insulation= 1.00 psf 3/4"Ply/OSB = 2.50 psf Steel Joist= 3.00 psf Gypboard= 2.50 psf Gypboard= 2.80 psf Joists=2.50 psf Sprinklers= 2.00 psf Sprinklers =2.00 psf " Sprinklers=2.00 psf Gypboard=2.50 psf Drop Ceiling=2.00 psf Miscellan = 3.5 Miscellan = 1.70 nsf Miscellan= 1.80 nsf Miscellan = 9.00 nsf 15.00 psf 20.00 psf 30.00 psf 50.00 psf Floor: Walls: Steel Joists w/ Wood Framed Steel Framed CMU Wall 5" Comp. Deck P1y.OSB = 1.70 psf Gypboard=4.00 psf 8" CMU = 70.00 psf Flooring = 1.00 psf Studs = 1.70 psf Studs = 2.50 psf Comp. Deck=48.40 psf Gypboard=2.50 psf Insulation= 1.50 psf wNeneer= 100.00 psf Steel Joists= 3.00 psf Siding = 2.00 psf Ply/OSB = 1.70psf Insulation= 2.60 psf Insulation= 1.50 psf Miscellan.= 5.3 Drop Ceil. =2.50 psf Miscellan= 5.60 nsf 15.00 psf Sprinklers= 2.00 psf 15.00 psf Miscellan = 5.50 nsf wNeneer=45.00 psf 65.00 psf wNeneer=45.00 psf Page 27 of 129 Sage Engineering,Inc. Project Title: CITY APPROVED PLANS 1693 S.Coronado Ave. Engineer: Project ID: Reviewed for Code Compliance Boise,ID 83709 Project Descr: PLANS MUST BE ON roe SITE 208-855-5082 Office FOR ALL INSPECTIONS Vi1 u Brians@sage-eng.com . . Printed: �- www.s e-en . om File=C:lUserslbrianl0neDriveIDOCUME-iIENERCA-11S182053 Addison Springs Apartrrients.ec6 . 3uilding Code Information Software oMrigiM ENERCALC,INC.1983-2018,8uild:10.18.10.10. r.r Governing Code : IBC 2015,ASCE 7-10, CBC 2016,AISC 360-10, NDS 2015,ACI 318-14,ACI City Jurisdiction : Twin Falls Building Department Contact Name : Jarrod Bordi Alternate Contact : Jon Victor Building Official : Jarrod Bordi Address : 203 Main Ave. East, Twin Falls, ID 83301 Phone : 208-735-7238 Fax :208-736-2256 eMail jbordi@tfid.org Notes Page 28 of 129 Sage Engineering,Inc, Project Title CITY APPROVED PLANS 1693 S.Coronado Ave. Engineer. _ Project ID. Reviewed for Code Compliance Boise,ID 83709 Project Descr: PLANS MUST BE ON JOB SITE 20N55-5082 Office Beans@sage-eng,com ._ ,. . . .... Printed:22 OCT 2018, 2:01 PM �- www sage-eng com File=C.IUsersWanloneOnvoOOCUME-11ENERCA-11S182053 Addison Springs Apartrwts,W6 3roject Information Software IENERCALC,INC.1983-2018,Build:10.18.10.10. 1111�. Project Title :Addison Springs Apartments Description :Two Story Wood Framed Apartments I.D. : S182053 Address : NE Corner Addison Road&Carriage Lane, Twin Falls, ID 83301 Project Leader : Brian D. Smith, P.E., S.E. Phone : 208-855-5081 Fax eMail : Brians@sage-eng.com Project Notes Page 29 of 129 Sage Engineering,Inc. Project Title: CITY APPROVED PLANS 1693 S,Coronado Ave. Engineer: Boise,ID 83709 Project ID: Reviewed for Code Compliance I *'—-w— 208-855-5082 Office Project Descr. PLANS MUST BE ON JOB SITE `-O,L r"41-0 IU Brians@sage-eng.com For '-INSPECT 'S www.sage-ong.com PriM 22 OCT 2018'7.01 PM fro ect Information File=C:lUsers%dan\OneNveIDOCUME-RENERCA-11S182053 Addison SpringsApartments.ec6 . Softwarecopyr nt ENERCALC,INC.19a2018,Build:10.18.10.10. KW-06008893 Licensee:SAGE ENGINEERS INC. Page 30 of 129 \ , Sage Engineering,Inc. Project Title: Addison Springs ApartmentsfY APPROVED PLANS 1693 S.Coronado Ave. Engineer: Brian D. Smith, P.E., S.E Boise,ID83709 Project ID: S182053 f Reviewed for Code Compliance 208-855-5082 Office Project DeSCr:Two Story Wood Framed Apartments BE ON JOB SITE V� r'4-0 lu Bruns@sag"ng.com I FOR ALL INSPECTIONS www,s "n ,corn Prin client Information File=C,lUsersUanlOneDdve\DOCUME-11ENERCA-11S182053 Addison Springs ApaMwts.ec6 . Software ht ENERCALC,INC.19D2018,Build:10.18.10.10. KW-06008893 Client Company : Glancey Rockwell&Associates Address : 1257 West River Street, Suite 110, Boise, ID 83702 Phone : 208-345-0566 Fax :208-387-0889 eMail : office@grboise.com Contact : David Glancey Alternate Contact : James Glancey Client Notes Page 31 of 129 Sage Engineering,Inc. Project Title: Addison Springs ApartmentsfY APPROVED PLANS 1693 S.Coronado Ave. Engineer: Brian D. Smith, P.E., S.Ei Boise,ID 83709 Project ID: S182053 Reviewed for Code Compliance 'r 208-855-5082 Office Project Descr.Two Story Wood Framed Apartments ON JOB SITE 'k Bdans@sage-eng.com FOR ALL INSPECTIONS www.sage-eng.com Pr ASCE Seismic Base Shear File=C:lUsersVanlOneDdveIDOCUME-11ENERCA�-11S182053 Addison Springs Aparhwts.ec6. IlIll SoftwarewqLMht ENERCALC,INC.1983-2018,Build:10.118.10iL11111 KW-06008893 Licensee � SAGE ENGINEERS INC. Apartments Risk Category Calculations per ASCE;7-10 Risk Category of Building or Other Structure: 'II":All Buildings and other structures except those listed as Category I,III,and IV ASCE 7-10,Page 2,Table 1.5-1 Seismic Importance Factor = 1 ASCE 7-10,Page 5, Table 1.5-2 Gridded Ss&S1values ASCE-7-10 Standard ASCE 7-10 11.4.1 Max.Ground Motions,5%Damping: Latitude = 42.530 deg North Sg = 0.2123 g,0.2 sec response Longitude = 114.475 deg West S 1 - 0,0606 9,1.0 sec response Location, TWIn Falls,ID 63301 Site Class,Site Coeff.and Design Category Site Classification "D":Shear Wave Velocity 600 to 1,200 ft/sec = D ASCE 7-10 Table 20.3-1 Site Coefficients Fa&Fv Fa = 1.60 ASCE 7-10 Table 11.4-1&11.4-2 (using straight-line interpolation from table values) Fv = 2.40 Maximum Considered Earthquake Acceleration S MS=Fa*Ss = 0.340 ASCE 7-10 Eq.11.4-1 S M1=Fv*S1 = 0.194 ASCE 7-10 Eq.11.4-2 Design Spectral Acceleration S Ds-S MS2/3 = 0.226 ASCE?-10 Eq.11.4-3 S Df S Mi 2/3 = 0.129 ASCE 7-10 Eq.11.4-4 Seismic Design Category B 4SCE 7-10 Table 11.6-1&-2 Resisting System ASCE?-10 Table 12.2-1 Basic Seismic Force Resisting System... Bearing Wall Systems 13.1-ight-frame(wood)walls sheathed wlwood structural panels rated for shear resistance. Response Modification Coefficient "R" = 6.50 Building height Limits: System Overstrength Factor "Wo" = 3.00 Category"A&B"Limit: No Limit Deflection Amplification Factor "Cd" = 4.00 Category"C"Limit: No Limit Category'D"Limit: Limit=65 NOTE!See ASCE 7-10 for all applicable footnotes. Category"E"Limit: Limit=65 Category"F"Limit: Limit=65 Lateral Force Procedure ASCE 7-10 Section 12.8.2 Equivalent Lateral Force Procedure The"Equivalent Lateral Force Procedure"is being used according to the provisions of ASCE 7-10 12 8 Determine Building Period use ASCE 12.8-7 Structure Type for Building Period Calculation: All Other Structural Systems "Ct"value = 0.020 "hn":Height from base to highest level = 28.0 ft "x"value = 0,75 "Ta"Approximate fundemental period using Eq.12.8-7 : Ta=Ct*(hn"x) = 0.243 sec "TL":Long-period transition period per ASCE 7-10 Maps 22-12->22-16 8.000 sec Building Period"Ta"Calculated from Approximate Method selected = 0.243 sec "Cs"Response Coefficient ASCE 7-10 Section 12.8.1.1 S D8:Short Period Design Spectral Response = 0.226 From Eq.12.8-2, Preliminary Cs = 0.035 "R":Response Modification Factor = 6.50 From Eq.12.8-3&12.8-4,Cs need not exceed = 0.082 "I":Seismic Importance Factor = 1 From Eq.12.8-5&12.8-6, Cs not be less than = 0.010 Cs:Seismic Response Coefficient = = 0.0348 Seismic Base Shear ASCE 7-10 Section 12.8.1 Cs = 0.0348 from 12.8.1.1 W(see Sum Wi below) = 0.00 k Seismic Base Shear V= Cs*W = 0.00 k Page 32 of 129 Sage Engineering,Inc. Project Title: Addison Springs Apartm l!WY APPROVED PLANS 1693 S.Coronado Ave. Engineer: Brian D. Smith, P.E., S.E. Project ID: S182053 208-855-5082 Office Reviewed for Code Compliance Boise,ID Project Descr:Two Story Wood Frame ,APV`Il Wt3U BE ON JOB SITE 082 Bdans@sage-eng.com FOR ALL INSPECTIONS - — www.sage-eng.com Phri e FIe=C:1I.lserslbfiaMOneDdveOOCUME-11ENERCA-1tS182053 Addison Springs Apartments.ec6. ASCE Seismic Base Shear Software co d ht ENERCALC,INC.1983-2018,Build:10.18.10.10. KW-06008893 Licensee:SAGE ENGINEERS INC. Vertical Distribution of Seismic Forces ASCE 7-10 Section 12.0 "k":hx exponent based on Ta= 1.00 Table of building Weights by Floor Level... Level It Wi:Weight Hi:Height (Wi*Hi^k) Cvx Fx=Cvx*V Sum Story Shear Sum Story Moment Sum Wi= 0.00 k Sum Wi*Hi = 0.00 k-ft Total Base Shear= 0.00 k Base Moment= 0.0 k-ft Diaphragm Forces: Seismic Design Category"B"to"F" ASCE 7-10 12.10.1.1 Level# Wi Fi Sum Fi Sum Wi Fpx:Calcd Fpx:Min Fpx:Max Fpx Dsgn.Force Wpx•••••••..••• . ............. Weight at level of diaphragm and other structure elements attached to it. Fi.................. .. ........ Design Lateral Force applied at the level. Sum Fi....................... Sum of"Lat.Force"of current level plus all levels above MIN Req'd Force @ Level........ 0.20*S DSI*Wpx MAX Req'd Force @ Level•••..... 0.40*S DS I*Wpx Fpx:Design Force @ Level....... Wpx*SUM(x->n)Fi I SUM(x->n)wi, x=Current level,n=Top Level Page 33 of 129 Sage Engineering,Inc. Project Title: Addison Springs Apartm fY APPROVED PLANS . 1693 S.Coronado Ave. Engineer: Brian D. Smith, P.E., S. Boise,ID83709 Project ID: S182053 Reviewed for Code Compliance 208-855-5082 Office Project Descr:Two Story Wood Framed APAOPWO BE ON JOB SITE `jl `LL Brian s a�sage-eng.com FOR ALL INSPEC i www.sage-eng.com Printed'22 OCT 2018, 2 05PM ASCE 7-10 Wind Forces, Chapter 27> Part I File=C:lUserslb m\QneDdveIDOCUME-1lENERCA-11S182053 Addison Springs Apanrnents.ec6. Software copyri nt ENERCALC,INC.19D2018,Build:10,18.10.10. KW-000131393 Licensee..SAGE ENGINEERS INC. Description: Apartments Apartments Basic Values Risk Category 2 per ASCE 7-10 Table 1.5.1 Horizontal Dim.in North-South Direction (B or L) = 156.0 ft V:Basic Wind Speed 115.0 Horizontal Dim.in East-West Direction (B or L) = 37.0 ft Kd:Directionality Factor 0.850 per ASCE 7-10 Table 26.6-1 h:Mean Roof height = 24.0 ft Exposure Category per ASCE 7-10 Section 26.7 Topographic Factor per ASCE 7-10 Sec 26.8&Figure 26.8-1 North: Exposure B East: Exposure B North: K1 = K2 = K3 = Kzt = 1.000 South Exposure B West: Exposure B South K1 = K2 = K3 = Kzt = 1.000 East: K1 = K2 = K3 = Kzt = 1.000 Building Period&Flexibility Category West: K1 = K2 = K3 = Kzt = 1.000 User has entered building data to determine frequency and flexability type. Building Story Data hi Story Ht ER :X ER :X Level Description ft ft ft ft Building Period Calculation Building Construction Type: Steel Moment Resisting Frame Building Story Information... Level Story Ht hi North-South Li East-West Li N-S hi*Li E-W hi*Li ft ft ft ft ft^2 ft^2 Sum hi= 0.0 ft Sum hi*Li:North-South= 0.0 ft^2 Leffective: North-South= 0.0 ft Building Height= 0.0 ft East-West= 0.0 ft^2 East-West= 0.0 ft Total building height<=300 ft - OK Total building height-`:i•i'rr:m Leff- OK North Gust Factor Calculation, Building RIGID for Wind from North direction Calculate Gust Factor per ASCE 26.9.4 for Rigid Buildings GUST FACTOR =0.8678 From Table26.9-1 : C = 0.300 1 = 320.000 Lz bar = 309.993 (Eq.26.9-9) Iz bar = 0.305(Eq.26.9.7) Zmin = 30.000 eBar = 0.333 Q = 0.903 (Eq.26.9-8) G = 0.868(Eq 26 9.6) South Gust Factor Calculation, Building RIGID for Wind from South direction Calculate Gust Factor per ASCE 26.9.4 for Rigid Buildings GUST FACTOR = 0.8678 From Table26.9-1 : C = 0.300 1 = 320.000 Lz bar = 309.993 (Eq.26.9-9) Iz bar = 0.305(Eq.26.9-7) Zmin = 30.000 eBar = 0.333 Q = 0.903 (Eq.26.9-8) G = 0.868(Eq 26.9.6) East Gust Factor Calculation, Building RIGID for Wind from East direction Calculate Gust Factor per ASCE 26.9.4 for Rigid Buildings GUST FACTOR = 0.8254 From Table26.9-1 : C = 0.300 1 = 320.000 Lz bar = 309.993 {Eq.26 9.9) Iz bar = 0.305(Eq.26.9-7) Zmin = 30.000 eBar = 0,333 Q = 0.831 (Eq.26.9.8) G = 0.825(Eq 26.9-6) Page 34 of 129 11 Sage Engineering,Inc, Project Title: Addison Springs Apartm Y APPROVED PLANS 1693 S.Coronado Ave. Engineer: Brian D. Smith, P.E., S.I Boise,ID 83709 Project ID: S182053 Reviewed for Code Compliance 208-855-5082 Office Project Descr:Two Story Wood Framed Apartments ON JOB SITE vl *--s 'L' Brians@sage-eng.com ' .._...�.�_..._... ,�sa e-en .com Printed:22 OCT 2018, 2:05PM ASCE 7-10 Wind Forces Chapter 27 Part I FIe=C:lUserslbrianlOneNveIDOCUME-11ENERCA-I\S182053 Addison Springs Aparlments.ec6 , Software co r ht ENERCALC,INC.1983.2018,Build:10.18.10.10 . KW-06008893 Licensee:SAGE ENGINEERS INC. Description: Apartments West Gust Factor Calculation, Building RIGID for Wind from West direction Calculate Gust Factor per ASCE 26.9.4 for Rigid Buildings GUST FACTOR = 0.8254 From Table26.9-1 : C = 0.300 1 = 320.000 Lz bar = 309.993 (Eq.26 9-9) Iz bar = 0.305(Eq.26.9.7) Zmin = 30.000 eBar = 0.333 Q = 0,831 (Eq.269-8) G 0.825(Eq.269-6) Enclosure Check if Building Qualifies as"Open" North Wall South Wall East Wall INest wal aw Total Agross ft^2 ft^2 ft^2 ft^2 ft^2 0.0 ft"2 Aopenings ft^2 ft^2 ft"2 ft`2 ft^2 0.0 ft"2 Aopenings>=0.8*Agross? Yes Yes Yes Yes All four Agross values must be non-zero Building qualifies as "Open" North Elevation Determine Enclosure Classification per ASCE Section 26.10 Reference area=smaller of 4 sq.ft.or 1%of Agross = 0.0 e2 Is Ao>1.10*Aoi? = No Aoi=Ao-total-Ao = 0.0 ft"2 Is Ao>Reference Area? = No Agi=Ag-total-Ag = 0.0 ft"2 Is Aoi/Agi>=0.20? = Yes Aoi/Agi = 0.0 Building is"Enclosed"when the North wall receives positive external pressure South Elevation : Determine Enclosure Classification per ASCE Section 26.10 Reference area=smaller of 4 sq.ft.or 1%of Agross = 0.0 ft"2 Is Ao>1.10*Aoi? = No �-- Aoi=Ao-total-Ao = 0.0 ft"2 Is Ao>Reference Area? = No Agi=Ag-total-Ag = 0.0 ft"2 Is Aoi/Agi>=0.20? = Yes Aoi/Agi = 0.0 Building is"Enclosed" when the South wall receives positive external pressure East Elevation: Determine Enclosure Classification per ASCE Section 26.10 Reference area=smaller of 4 sq.ft.or 1%of Agross = 0.0 ft"2 Is Ao>1.10*Aoi? = No Aoi=Ao-total-Ao = 0.0 ft"2 Is Ao>Reference Area? = No Agi=Ag-total-Ag = 0.0 ft"2 Is Aoi/Agi>=0.20? = Yes Aoi/Agi = 0.0 Building is"Enclosed" when the East wall receives positive external pressure West Elevation: Determine Enclosure Classification per ASCE Section 26.10 Reference area=smaller of 4 sq,ft,or 1%of Agross = 0,0 ft"2 Is Ao>1.10*Aoi? = No Aoi=Ao-total-Ao = 0.0 ft^2 Is Ao>Reference Area? = No Agi=Ag-total-Ag = 0.0 ft"2 Is Aoi/Agi>=0.20? = Yes Aoi/Agi = 0.0 Building is"Enclosed" when the West wall receives positive external pressure Velocity Pressures When the following walls experience leeward or sidewall pressures,the value of Kh shall be(per Table 27.3.1) North Wall = 0.6573 Psf South Wall = 0.6573 Psf East Wall = 0.6573Psf West Wall = 0.6573 Psf When the following walls experience leeward or sidewall pressures,the value of qh shall be(per Table 27.3-1): North Wall = 18.916 Psf South Wall = 18.916 Psf East Wall = 18.916psf West Wall = 18.916 Psf qz:Windward Wall Velocity Pressures at various heights per Eq.27.3.1 North Elevation South Elevation East Elevation West Elevation Height Above Base (ft) Kz qz Kz qz Kz qz Kz qz 0.00 0.575 16.54 0.575 16.54 0.575 16.54 0.575 16.54 5.00 0.575 16.54 0.575 16.54 0.575 16.54 0.575 16.54 10.00 0.575 16.54 0.575 16.54 0.575 16.54 0.575 16.54 Page 35 of 129 Sage Engineering,Inc. Project Title: Addison Springs Apartrrr.f-nts'Y APPROVED PLANS 1693 S.Coronado Ave. Engineer: Brian D, Smith, P.E., S.E. Project ID: S182053 Reviewed for Code Compliance -r= — Boise,ID 83709 208-855-5082 Office Project Descr:Two Story Wood Framed Apartments ON JOB SITE Beans@sage-eng.com 1-UK ALL uvSPECTIONS www.sgge-eng.com Pnn�d 22 OCT 20 , ASCE 7-10 Wind Forces, Chapter 27, Part I File=C:lUsersftanlOneDdveIDOCUME-11ENERCA-11S182053 Addison Springs Aparbmts.ec6. p Software copyright ENERCALC,INC.1983-2018,Build:10.18.10.10. r.rr: - Licensee:SAGE ENGINEERS INC. Description; Apartrnents 15.00 0.575 16.54 0.575 16.54 0.575 16.54 0.575 16.54 20.00 0,624 17.96 0.624 17.96 0.624 17.96 0.624 17.96 Pressure Coefficients GCpi Values when elevation receives positive external pressure GCpi:Internal pressure coefficient,per sec.26.11 and Table 26.11-1 North South East West +l 0.0 0.0 +l 0.0 +l- 0.0 Specify Cp Values from Figure 27.4-1 for Windward,Leeward&Side Walls Cp Values when elevation receives positive external pressure North South East West Windward Wall 0.80 0.80 0.80 0.80 Leeward Wall Side Walls -0.70 -0.70 -0.70 -0.70 Page 36 of 129 Sage Engineering,Inc. Project Title: Addison Springs Apartments fy APPROVED PLANS 1693 S.Coronado Ave. Engineer. Brian D.Smith, P.E., S.E. Boise,ID83709 Project ID: S182053 I Reviewed for Code Compliance r 208-855-5082 Office Project Descr:Two Story Wood Framed Apartment§T BE ON JOB SITE Bdans@sage�ng.com S Printed:22 OCT 2018, 2:06PM �••-•--•�•-•�-•� wwwsace-ena.com i \brianlOneDdve\DOCUME-1\ENERCA-1\S182053 Addison Springs Apw ments.w6. ASCE 7-10 Wind Forces Chpt 28, Pt2 & Chpt 36,'�P`f�`S software rENERCALc,INC.1902018,Build:1o.18.10.10 . Description: Apartments Analytical Values Calcu-latiorts per ASCE 7-10 V:Basic Wind Speed per Sect 26.5-1 A,B or C 115.0 mph Roof Rise:Run Ratio 6:12 Occupancy per Table 1.5-1 11 All Buildings and other structures except those listed as Category I,III,and IV Exposure Category per 26.7 Exposure B MRH:Mean Roof Height 24.0 ft Lambda:per Figure 28.6-1,Page 305 1.00 Effective Wind Area of Component&Cladding 10.0 ft^2 Roof pitch for cladding pressure >7 to 27 degrees User specified minimum design pressure 10.0 psf Topographic Factor Kzt per 26.8 1.00 LHD:Least Horizontal Dimension 37.0 ft a=max(0.04*LHD,3,min(0.10*LHD,0.4*MRH)) 3.70 ft max(0.04*LHD,3,min(0.10*LHD,0.4*MRH)) Design Wind Pressures Minimum Additional Load Case per 28.4.4=16 PSF on entire vertical plane Horizontal Pressures.. . Load Case#1 ... Zone: A = 26.30 psf Zone: C = 19.10 psf Zone: B = 10.00 psf Zone: D = 10.00 psf Load Case#2... Zone: A = 10.00 psf Zone: C = 10.00 psf Zone: B = 10.00 psf Zone: D = 10.00 psf Vertical Pressures... Load Case#1 ... Zone: E = -11.70 psf Zone: G = -10.00 psf Zone: F = -15.90 psf Zone: H = -12.80 psf Load Case#2... Zone: E = -10.00 psf Zone: G = -10.00 psf Zone: F = -10.00 psf Zone: H = -10.00 psf Overhangs... Load Case#1... Zone: Eoh = -21.80 psf Zone: Goh = -18.50 psf Load Case#2... Zone: Eoh = 10.00 psf Zone: Goh = 10.00 psf Page 37 of 129 Sage Engineering,Inc. Project Title: Addison Springs Apartments FY APPROVED PLANS 1693 S.Coronado Ave. Engineer: Brian D. Smith, P.E., S.E. eviewedfor Code Compliance Project ID: S182053 — Boise,ID 83709 Project Descr.Two Story Wood Framed Apartment$, 208-855-5082 Office T BE ON JOB SITE �� • '� Bruns@sage-eng.com Printed:22 OCT 2018, 2:06PM www.soge-ong.com d %danlOneD6veUMUME-11ENERCA-11S182053 Addison Springs Apadrnents.ec6 . ASCE 7-10 Wind Forces Chpt 28, Pt2 & Chpt 3�, `S Software CopyrightENERCALC,INC.1983-2018,8aild:10.18.10.10 . r.rr:: Description: Apartments Component&Cladding Design Wind Pressures Design Krind Pressure=Lambda`Kzt'Ps30 per Eq 30.5-1 Roof Zone 1 : Positive: 13.700 psf Minimum Additional Load Case per 28.4.4=16 PSF Negative: -21.800 psf on entire vertical plane Roof Zone 2: Positive: 13.700 psf Negative: -37.900 psf Roof Zone 3: Positive: 13.700 psf Negative 56.000 psf Wall Zone 4: Positive: 23.800 psf Negative: -25.800 psf Wall Zone 5: Positive: 23.800 psf Negative: -31.900 psf Roof Overhang Zone 2: -44.400 psf Roof Overhang Zone 3: -74.600 psf Page 38 of 129 N Sage Engineering,Inc. Project Title: Addison Springs Apartme TY APPROVED PLANS 1693 S.Coronado Ave. Engineer: Brian D. Smith, P.E„ S.E. Boise,ID 83709 Project ID: S182053 Reviewed for Code Compliance 208-855-5082 Office Project Descr:Two Story Wood Framed Apartments,T BE ON JOB SITE Sdans@sage-eng.com _ www.sa, �. Printed:22 OCT 2018, 2:07PM .� com .BC 20121609.E Alternate All-Heights Wind FIe=C:IlJserslbrianlOneDriveIDOCUME-1\ENERCA-1\S182053Addison Springs Aparlments.ec6. Software hl ENERCALC,INC.1988.2018,Build:10.18.10.10 . i.er:•. Description: Apartments Analytical Values Calculations per IBC 2012 1609.6 User verified these IBC 2012 All-Heights Wind Method Limitations: Analytical Values... 1609.6.1 (1): Total Height<=75 ft with(Height I Least Width)<=4 Exposure Category,ASCE 7-10 Sect 26.7.3 Exposure B -or- Fundamental frequency>= 1 hertz Mean Roof Height 24.0 ft 1609.6.1 (2): Not sensitive to dynamic effects Topographic Factor per ASCE 7-10 Sec 26.8,2 1609.6.1 (3): Site not affected by channeling/buffeting from upwind items K1 = 0.250 K2 = 1.0 Q = 1.0 1609.6.1 (4): Simple diaphragm building per ASCE 7-10 Sec 26.2 Force Kzt to 1.0 per ASCE 7-10 26.8.2 Yes 1609.6.1 (5): Aware of ASCE 7 provisions for open buildings,multispan gable Topographic Factor Kzt = (1+K1*K2*K3)'2 1.000 roofs,stepped roofs,sawtooth roofs,domed roofs,roofs with V:Basic Wind Speed 115.0 mph slopes>45 deg,solid free standing walls&signs. per ASCE 7-10 26.5.1 1609.6.4.1 : Aware of need to check torsion per ASCE 7 Fig.27.4-8 MWFRS Table per IBC 2012 1609.6.2, Section 1 Design Pressure P = 0.0025E V12 K C K et zt WINDWARD WALLS&PARAPETS ----------------------------WALLS----------------------------- --------------PARAPETSps#----------- Kz based on ibc 20121609.6.4.2 Item 1 Enclosed Partially Enclosed Height Kz +Internal -Internal +Internal -Internal Enclosed Partially Enclosed 0- 15' 0.570 8.32 14.13 2.13 20.32 24.77 24.77 20' 0.620 9.05 15.37 2.32 22.10 26.94 26.94 25' 0.660 9.64 16.36 2.46 23.53 28.68 28.68 30' 0.700 10.22 17.35 2.61 24.95 30.42 30.42 40' 0.760 11.09 18.84 2.84 27.09 33.03 33.03 50' 0.810 11.82 20.07 3.02 28.87 35.20 35.20 60' 0.850 12.41 21.07 3.17 30.30 36.94 36.94 70' 0.890 12.99 22.06 3.32 31.73 38.68 38.68 80, 0.930 13.58 23.05 3.47 33.15 40.41 40.41 90, 0.960 14.01 23.79 3.59 34.22 41.72 41.72 100, 0.990 14.45 24.54 3.70 35.29 43.02 43.02 Enclosed Partially Enclosed LEEWARD&SIDEWALLS +Internal -Internal +Internal -Internal Kz based on IBC 20121609.6.4.2 Item 2 0.652 Leeward Wall -11.29 -4.65 -18.37 2.43 Side Wall -14.61 -7.75 -21.47 0.89 Parapet Wall:Leeward Both Directions -18.82 Both Directions -18.82 Page 39 of 129 Sage Engineering,Inc. Project Title: Addison Springs Apartme 6TY APPROVED PLANS 1693 S.Coronado Ave. Engineer: Brian D. Smith, P.E., S.E. Boise,ID 83709 Project ID: S182053 Reviewed for Code Compliance 208-855-5082 Office Project Descr.Two Story Wood Framed Apartments,T BE ON JOB SITE Bruns@sage-eng.com ' Printed:22 OCT 2018, 2:07PM -•�--•�� �•� www.sage-enc.com File=C:1UserslbdanlOneDdve\DOCUME-11ENERCA-11S182053 Addison Springs ApaMnents.ec6 . .BC 20121609.6 Alternate All-Heights Wind Software Mri htENERCALC,INC.1983.2018,Build:10.18.10.10 . Description: Apartments MWFRS per IBC 2012 Table 1609.6.2 Section 1 Kz per IBC 20121609.6.4.2 Item 2 = 0.652 Design Pressure P = 0.00256 VA K C et Kzt WIND PERPENDICULAR TO RIDGE psf Enclosed Partially Enclosed +Internal -Internal +Internal -Internal Leeward Roof or Flat Roof -14.61 -7.75 -21.47 -0.89 Windward Roof Slopes Slope<2:12 (10 deg) Condition 1 -24.13 -17.49 -31.21 -10.40 Condition 2 -6.20 0.44 -13.28 7.53 Slope<4:12 (18 deg) Condition 1 -16.16 -9.30 -23.02 -2.43 Condition 2 -1.11 5.53 -8.19 12.62 Slope<5:12 (23 deg) Condition 1 -12.84 -6.20 -19.92 0.89 Condition 2 0.66 7.53 -6.42 14.39 Slope<6:12 (27 deg) Condition 1 -10.40 -3.54 -17.27 3.32 Condition 2 1.33 8.19 -5.53 15.05 Slope<7:12 (30 deg) Condition 1 -8.19 -1.33 -15.05 -5.76 Condition 2 1.55 8.19 -5.53 15.27 Slope<9:12 (37 deg) Condition 1 -5.98 0.89 -12.84 7.75 Condition 2 3.10 9.74 -3.98 16.82 Slope<12:12 (45 deg) 3.10 9.74 -3.98 16.82 WIND PARALLEL TO RIDGE All slopes including Flat Roofs -24.13 -17.49 -31.21 -10.40 Roof& Overhang Components&Cladding per IBC 2012 Table 1609.6.2, Section 2&3 Design Pressure P = 0.00256 VA K C K et rt Description Continuity Item Type Eft.Area Kz Enclosed Ely ftA2nd sled No Discontinuity Gable, Slope<6:12 10.00 0.652 +: 0.00 0.00 0.00 0.00 Wall&Parapet Components&Cladding per IBC 2012 Table 1609.6.2, Section 4&5 Design Pressure P = 0.00256 VA K C K et zt Description Continuity Item T Z,Ht.Above Ground Eff.Area Kz Enclosed Partially p y Type Level,ft ftA 2 Enclosed No Discontinuity Wall Elements,h<=60 ft 25 10.00 0.66 + : 22.41 29.58 -24.42 -31.37 Page 40 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Q T'%is Is a ce!a release or the naw PTC Hazards by LacatiOn webssite Please cortt3ct us With feedtach FOR ALL INSPECTIONS jeffC Hazards by Location Search Information Coordinates: 42.564,-114.43 Timestam p: 2018-10-22T1 g:48:00.287Z Hazard Type: Seismic Reference Document: IBC-2015 Risk Category: II Site Class: D Report Title: Addison Springs Apartments Map Results - b p.oaorc . Go g!e Map @tV&MnOa.4e MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) r 0.30 0.20 0.25 I \ 0.15 j 0.20 \ 0.15 0.10 0.10 \_ _ 0.05 0.05 0.00 0.00 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period(s) 0.0 1.0 2.0 3.0 4.0 5.0 Text Results Basic Parameters Name Value Description Ss 0.208 MCER ground motion(period=0.2s) Si 0.08 MCER ground motion(period=1.0s) SMs 0.333 Site-modified spectral acceleration value Su, 0.193 Site-modified spectral acceleration value SDS 0.222 Numeric seismic design value at 0.2s SA SDi 0.129 Numeric seismic design value at 1.0s SA Additional Information Name Value Description SDC B Seismic design category Fa 1.6 Site amplification factor at 0.2s Page 41 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE F., 2.4 Site amplification factor at 1.0s FOR ALL INSPECTIONS PGA 0.079 MCEG peak ground acceleration FPGA 1.6 Site amplification factor at PGA PGAM 0.126 Site modified peak ground acceleration TL 6 Long-period transition period(s) SsRT 0208 Probabilistic risk-targeted ground motion(0.2s) SsUH 0.212 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value(0.2s) S1RT 0.08 Probabilistic risk-targeted ground motion(1.0s) S1 UH 0.08 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) St D 0.6 Factored deterministic acceleration value(1.0s) PGAd 0.6 Factored deterministic acceleration value(PGA) The results indicated'here DO NOT refect any slate or local amendrrerts to the values or any de!ineabon mires made de;r.'nd the building code adoption process Users should ccofirrn any output obtained ira^'this'ool�vith the local Autlort7 Navirg J -sdi0i n before ptoCeedillg with design. Disclaimer Hazard loads are provided by the United States Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. Page 42 of 129 CITY APPROVED PLANS Review pliance Project: Addision Springs Apartments HA SITE Prepared by: Brian D. Smith,P.E.,S.E. 10/22/2018 L 1 o Software licensed to: Sage Engineering,Inc. Phone: 208-855-5082 1 Email: Briansrsage-eng.com Wind Simple Version 1.0.0 Two Story Wood Framed Apartments Input See ASCE 7-10 Section 26.3 for symbol definitions V= 115 mph Topographic Factor Exposure Category B Specify Kzt directly h=24 ft Kzt for walls= 1.06 L= 156 ft Kzt for roof= 1.00 B =37ft Gable Roof: Pitch=6:12 This is a valid Class 1 building Main Wind-Force Resisting System ASCE 7-10 Directional Procedure, MWFRS- Chapter 27, Part 2 This procedure applies to wind loads of enclosed simple diaphragm buildings, as defined in Section 26.2 MWFRS Wall Pressures (psf) Wall Total Windward Leeward Side InternalA '=- 0,W 7,1) ph 17.4 16.1 pp 16.4 15.2 MWFRS Roof Pressures (psf) Zone 1 2 3 4 5 Load Case 1 -10.4 -13.0 -20.0 -17.8 -14.6 Load Case 2 8.2 -6.2 0.0 0.0 0.0 MWFRS Roof Overhang Pressures povh @ Zone 1 =7.8 psf povh @ Zone 3 = 15.0 psf Pressures indicated are applied to underside of overhang on windward side only,simultaneously with other roof pressures. ( S.K. Ghosh Associates Inc. 1 334 E- Colfax Street. Palatine. IL. 6006 Page 1of2 1 Q wwwAghoshassociates.com Page 43 of 129 CITY APPROVED PLANS eviewe oliance Project: Addision Springs Apartments N ;1TE Prepared by: Brian D. Smith,P.E.,S.E. 10/22/2018 E Pt Software licensed to: Sage Engineering,Inc. , Phone: 208-855-5082 Email: Brians(a_sage-eng.com Wind Simple Version 1.0.0 Two Story Wood Framed Apartments Components and Cladding ASCE 7-10 Directional Procedure, C&C- Chapter 30, Part 4 This procedure applies to wind loads of enclosed buildings, as defined in Section 26.2 C&C Wall and Roof Pressures (psf) Zone 1 Zone 2 Zone 3 Zone h Zone 5 Effective Load Load Load Load Load Load Load Load Load Load Wind Area(sf) Case 1 Case 2 Case 1 Case'-) Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 10 -22.6 13.0 -38.0 13.0 1-57.1 13.0 -24.5 22.6 -38.0 20.7 500 -20.4 11.7 1 -30.4 1 11.7 1 -45.7 1 11.7 -19.6 15.8 -22.8 14.5 C&C Roof Overhang Pressures (psf) Povh Ps Effective @ Zone 2 @ Zone 3 @ Zone 4 @ Zone 5 Wind Area(sf) Load Load Load Load Load Load Load Load Case I Case 2 Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 10 -38.0 13.0 -65.7 15.0 -24.5 22.6 38.0 20.7 500 -38.0 1 13.0 -59.1 13.5 -19.6 15.8 -22.8 14.5 S.K. Ghosh Associates Inc. 1 334 E Colfax Street, Palatine, IL, 60067 Page 2of 2 w-%Nw.Skghoshassociates.com Page 44 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE 0 Thia Is a beta re!eaSe c!the new ATC HazarJS by Locellcn webs'te Please contact us with feedback. FOR ALL INSPECTIONS L1TC Hazards by Location Search Information Coordinates: 42.564,-114.43 Timestamp: 201&10-22T19:47:37.035Z Hazard Type: Wind Map Results r 374.9 ft Go gle Map d t►dDQ@NQP9o4e Text Results ASCE 7-16 MR110•Ysar 73 mp MRI25-Year 79 mph MRI 50•Year 84 mph MRI 100-Year 89 mph Rlsk Caceg�rr,r 1 97 mph Risk Category 11 103.mph Risk Category III 109 mph Risk Category IV 114 croft ASCE 7-10 MR110-Year 76 mph MRI 25•Year 84 mph MR150-Year 90 mpn MRI 100-Year 96 mph Risk Category 1 105 mph Risk Category II 115 mph Risk Category III-IV 120 mph ASCE 7-05 ASCE 7-05 Wind Speed 90 mph �1 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Page 45 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Disclaimer FOR ALL INSPECTIONS Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer.Per ASCE 7,islands and coastal areas outside Ine last contour should use the last wind speed contour of the coastal area—in some cases,this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher.NOTE:For queries near wind-borne debris region boundaries,the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitudellongitude location in the report. Page 46 of 129 CITY APPROVED PLANS - Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS i r lit? 06K ey Idaho Building Permit Information For any construction in Twin Falls County jurisdiction please contact the Building Department. Building Design Criteria and Plan Preparation: Wind Loading as follows: International Residential Code 90 mph, 3-second gust. International Building Code mph varies with risk category. Height and exposure adjustment coefficient is "C" Snow Load 30 lbs. per sq. ft. (ground) "gismic design category "C" vesign Temperature zero degrees Fahrenheit Weathering Probability rating for concrete is "Severe". Frost line depth is 24" below finished grade. Maximum soil bearing pressure is 1,500 lbs. per sq. ft. unless a soils investigation is provided Foundation walls over 9 ft. height require engineering design Buildings over two-story height or of unusual design may require engineering design Truss design drawings shall be in accordance with R802.10 and retained on site by the framing inspection. Trusses need to be marked on the underside of the truss in the interior of the building. ©2018 Copyright Twin Falls County-All Rights Reserved.Terms of Use (/terms-of-useb Page 47 of 129 _ r r ^ITY APPROVED tat ,eviewed for Code C -'j t \i13 MU S C ? P FC" ALL INSPEC7IC i (D a r- J u hr o O � • t O �•y A. 4 �, fi 0 NOWU QQ 1Y11 IrfFJ� � f IMJoe =; ,r CITY APPROVED PLANS 3evir GI-ent 77 -- Pr ojr-cl job Ni. 5d 19 S3 Sheet of nginee 5 Fug (4�L 2A'F �69 z, Z5I C)O '7 60 �46 Not- d s- 4-104k, lcq t9, K, � Page 49 of 129 BEAMBIAXIALBENDING.xIs CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS BEAM BIAXIAL BENDING DESCRIPTION PROJECT TITLE: Addison Springs Apartments DATE: 23-Oct-18 PROJECT#: S182053 DESCRIPTION: Roof Headers T-6"Bearing INPUT Uniform Snow Load= 513 plf Uniform Live Load= 0 plf Uniform Dead Load= 323 plf Uniform Wind Load= 31.5 plf Span= 5.5 ft. Unsupported Length= 5.5 ft. Circular= N (Y=Yes,N=No) Live Load Deflection Limit= 360 Typically U360,U240,U120 Total Load Deflection Limit= 240 Typically U240,U180,U120 Actual Member Width= 1.50 in. Actual Member Depth= 7.25 in. Number of Members= 3 Material= DF2 DF2=Doug-Fir#2,DF1=Doug-Fir#1,GLB=Glu-Lam, LVL=Microllam,2PSL=Parallam,LSL3=1.3E Timberstrand LSL5=1.55E Timberstrand,RLB=Redlam Beam,RLP=Redlam Plank OUTPUT BENDING lu/d= 9.10 le= 10.78 Rb= 20.41 S(vertical)= 39.42 inA3 ((vertical)= 142.90 Kbe= 0.439 Fbe= 1684.54 psi S(lateral)= 8.16 inA3 inA4 Cv= 1.00 Cfu= 1.15 Cf= 1.00 CF= 1.20 Allowable SL&LL Deflection= 0.18 in. Allowable Total Load Deflection= 0.28 in. Vertical: CL Lateral: CL Fb*(DL+LL)= 1080 psi 0.931 1080 psi 1.000 Fb*(DL+LL+SL)= 1242 psi 0.908 1242 psi 1.000 Fb*(DL+LL+WL)= 1728 psi 0.807 1728 psi 1.000 Fb*(DL+LL+SL+WU2)= 1728 psi 0.807 1728 psi 1.000 Fb*(DL+LL+SU2+WL)= 1728 psi 0.807 1728 psi 1.000 Vertical Lateral Mom.(ft-lbs Mom.(ft-lbs) fb1(psi) Fb1(psi) fb2(psi) Fb2(psi) Unity DL+LL= 1221.344 372 1242 0.30 O.K. DL+LL+SL= 3161.125 962 1428 0.67 O.K. DL+LL+WL= 1221.344 119.109375 372 1987 175 1242 0.34 O.K. DL+LL+SL+WU2= 3161.125 59.5546875 962 1987 88 1428 0.58 O.K. DL+LL+SU2+WL= 2191.234 119.109375 667 1987 175 1987 0.44 O.K. Actual Live Load Deflection= 0.05 OX Actual Total Load Deflection= 0.08 OX SHEAR Vertical Lateral Shear(Ibs) Shear(Ibs) fv1(psi) Fv1(psi) fv2(psi) Fv2(psi) Unity DL+LL= 888.25 41 180 0.23 OK DL+LL+SL= 2299 106 207 0.51 OK DL+LL+WL= 888.25 86.625 41 288 4 288 0.16 OK DL+LL+SL+WU2= 2299 43.3125 106 288 2 288 0.37 OK DL+LL+SU2+WL= 1593.625 86.625 73 288 4 288 0.27 OK REACTIONS Dead Load= 888.25 lbs. Live Load= 0.00 lbs. Snow Load= 1410.75 lbs. Total Load= 2299.00 lbs. Page 50 of 129 CITY APPROVED PLANS BEAMBIAXIALBENDING.xls Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS BEAM BIAXIAL BENDING DESCRIPTION PROJECT TITLE: Addison Springs Apartments DATE: 23-Oct-18 PROJECTM S182053 DESCRIPTION: Roof Headers 5'-6"Bearing INPUT Uniform Snow Load= 513 plf Uniform Live Load= 0 plf Uniform Dead Load= 323 plf Uniform Wind Load= 31.5 plf Span= 5.5 ft. Unsupported Length= 5.5 ft. Circular= N (Y=Yes,N=No) Live Load Deflection Limit= 360 Typically U360,U240,U120 Total Load Deflection Limit= 240 Typically U240,U180,U120 Actual Member Width= 1.50 in. Actual Member Depth= 9.25 in. Number of Members= 2 Material= DF2 DF2=Doug-Fir#2,DF1=Doug-Fir#1,GLB=Glu-Lam, LVL=Microllam,2PSL=Parallam,LSL3=1.3E Timberstrand LSL5=1.55E Timberstrand,RLB=Redlam Beam,RLP=Redlam Plank OUTPUT BENDING lu/d= 7.14 le= 11.28 Rb= 23.59 S(vertical)= 42.78 inA3 I(vertical)= 197.86 Kbe= 0.439 Fbe= 1261.78 psi S(lateral)= 6.94 inA3 inA4 Cv= 1.00 Cfu= 1.20 Cf= 1.00 CF= 1.10 Allowable SL&LL Deflection= 0.18 in. Allowable Total Load Deflection= 0.28 in. Vertical: CL Lateral: CL Fb*(DL+LL)= 990 psi 0.895 990 psi 1.000 Fb*(DL+LL+SL)= 1139 psi 0.855 1139 psi 1.000 Fb*(DL+LL+WL)= 1584 psi 0.710 1584 psi 1.000 Fb*(DL+LL+SL+WU2)= 1584 psi 0.710 1584 psi 1.000 Fb*(DL+LL+SU2+WL)= 1584 psi 0.710 1584 psi 1.000 Vertical Lateral Mom.(ft-lbs Mom.(ft-lbs) fb1(psi) Fb1(psi) fb2(psi) Fb2(psi) Unity DL+LL= 1221.344 343 1188 0.29 O.K. DL+LL+SL= 3161.125 887 1366 0.65 O.K. DL+LL+WL= 1221.344 119.109375 343 1901 206 1188 0.37 O.K. DL+LL+SL+WU2= 3161.125 59.5546875 887 1901 103 1366 0.62 O.K. DL+LL+SU2+WL= 2191.234 119.109375 615 1901 206 1901 0.47 O.K. Actual Live Load Deflection= 0.03 OX Actual Total Load Deflection= 0.05 OX SHEAR Vertical Lateral Shear(Ibs) Shear(Ibs) fv1(psi) Fv1(psi) fv2(psi) Fv2(psi) Unity DL+LL= 888.25 48 180 0.27 OK DL+LL+SL= 2299 124 207 0.60 OK DL+LL+WL= 888.25 86.625 48 288 5 288 0.18 OK DL+LL+SL+WU2= 2299 43.3125 124 288 2 288 0.44 OK DL+LL+SU2+WL= 1593.625 86.625 86 288 5 288 0.32 OK REACTIONS Dead Load= 888.25 lbs. Live Load= 0.00 lbs. Snow Load= 1410.75 lbs. Total Load= 2299.00 lbs. Page 51 of 129 CITY APPROVED PLANS BEAMBIAXIALBENDING.xls Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS BEAM BIAXIAL BENDING DESCRIPTION PROJECT TITLE: Addison Springs Apartments DATE: 23-Oct-18 PROJECTM S182053 DESCRIPTION: Roof Headers 5'-6"@ Girder Truss Overbuild INPUT Uniform Snow Load= 75 plf Uniform Live Load= 0 plf Uniform Dead Load= 120 plf Uniform Wind Load= 50.8 plf Span= 5.5 ft. Unsupported Length= 5.5 ft. Circular= N (Y=Yes,N=No) Live Load Deflection Limit= 360 Typically U360,U240,U120 Total Load Deflection Limit= 240 Typically U240,U180,U120 Actual Member Width= 1.50 in. Actual Member Depth= 5.5 in. Number of Members= 2 Material= DF2 DF2=Doug-Fir#2,DF1=Doug-Fir#1,GLB=Glu-Lam, LVL=Microllam,2PSL=Parallam,LSL3=1.3E Timberstrand LSL5=1.55E Timberstrand,RLB=Redlam Beam,RLP=Redlam Plank OUTPUT BENDING lu/d= 12.00 le= 10.34 Rb= 17.42 S(vertical)= 15.13 in^3 I(vertical)= 41.59 Kbe= 0.439 Fbe= 2314.49 psi S(lateral)= 4.13 in^3 inA4 Cv= 1.00 Cfu= 1.15 Cf= 1.00 CF= 1.30 Allowable SL&LL Deflection= 0.18 in. Allowable Total Load Deflection= 0.28 in. Vertical: CL Lateral: CL Fb*(DL+LL)= 1170 psi 0.955 1170 psi 1.000 Fb*(DL+LL+SL)= 1346 psi 0.943 1346 psi 1.000 Fb*(DL+LL+WL)= 1872 psi 0.887 1872 psi 1.000 Fb*(DL+LL+SL+WU2)= 1872 psi 0.887 1872 psi 1.000 Fb*(DL+LL+SU2+WL)= 1872 psi 0.887 1872 psi 1.000 Vertical Lateral Mom.(ft-lbs Mom.(ft-lbs) fb1(psi) Fb1(psi) fb2(psi) Fb2(psi) Unity DL+LL= 453.75 360 1346 0.27 O.K. DL+LL+SL= 737.3438 585 1547 0.38 O.K. DL+LL+WL= 453.75 192.0875 360 2153 559 1346 0.59 O.K. DL+LL+SL+WU2= 737.3438 96.04375 585 2153 279 1547 0.46 O.K. DL+LL+SU2+WL= 595.5469 192.0875 473 2153 559 2153 0.49 O.K. Actual Live Load Deflection= 0.02 OX Actual Total Load Deflection= 0.06 OX SHEAR Vertical Lateral Shear(Ibs) Shear(Ibs) fv1(psi) Fv1(psi) fv2(psi) Fv2(psi) Unity DL+LL= 330 30 180 0.17 OK DL+LL+SL= 536.25 49 207 0.24 OK DL+LL+WL= 330 139.7 30 288 13 288 0.15 OK DL+LL+SL+WU2= 536.25 69.85 49 288 6 288 0.19 OK DL+LL+SU2+WL= 433.125 139.7 39 288 13 288 0.18 OK REACTIONS Dead Load= 330.00 lbs. Live Load= 0.00 lbs. Snow Load= 206.25 lbs. Total Load= 536.25 lbs. Page 52 of 129 CITY APPROVED PLANS BEAMBIAXIALBENDING.As Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS BEAM BIAXIAL BENDING DESCRIPTION PROJECT TITLE:Addison Springs Apartments DATE: 23-Oct-18 PROJECT M S182053 DESCRIPTION: Roof Headers 3'-6"Bearing INPUT Uniform Snow Load= 525 plf Uniform Live Load= 0 plf Uniform Dead Load= 330 plf Uniform Wind Load= 31.5 plf Span= 3.5 ft. Unsupported Length= 3.5 ft. Circular= N (Y=Yes,N=No) Live Load Deflection Limit= 360 Typically U360,U240,U120 Total Load Deflection Limit= 240 Typically U240,U180,U120 Actual Member Width= 1.50 in. Actual Member Depth= 5.5 in. Number of Members= 2 Material= DF2 DF2=Doug-Fir#2,DF1=Doug-Fir#1,GLB=Glu-Lam, LVL=Microllam,2PSL=Parallam,LSL3=1.3E Timberstrand LSL5=1.55E Timberstrand,RLB=Redlam Beam,RLP=Redlam Plank OUTPUT BENDING lu/d= 7.64 le= 7.08 Rb= 14.41 S(vertical)= 15.13 inA3 I(vertical)= 41.59 Kbe= 0.439 Fbe= 3380.20 psi S(lateral)= 4.13 inA3 inA4 Cv= 1.00 Cfu= 1.15 Cf= 1.00 CF= 1.30 Allowable SL&LL Deflection= 0.12 in. Allowable Total Load Deflection= 0.18 in. Vertical: CL Lateral: CL Fb*(DL+LL)= 1170 psi 0.975 1170 psi 1.000 Fb*(DL+LL+SL)= 1346 psi 0.970 1346 psi 1.000 Fb*(DL+LL+WL)= 1872 psi 0.948 1872 psi 1.000 Fb*(DL+LL+SL+WU2)= 1872 psi 0.948 1872 psi 1.000 Fb*(DL+LL+SU2+WL)= 1872 psi 0.948 1872 psi 1.000 Vertical Lateral Mom.(ft-Ibs Mom.(ft-Ibs) fb1(psi) Fb1(psi) fb2(psi) Fb2(psi) Unity DL+LL= 505.3125 401 1346 0.30 O.K. DL+LL+SL= 1309.219 1039 1547 0.67 O.K. DL+LL+WL= 505.3125 48.234375 401 2153 140 1346 0.29 O.K. DL+LL+SL+WU2= 1309.219 24.1171875 1039 2153 70 1547 0.53 O.K. DL+LL+SU2+WL= 907.2656 48.234375 720 2153 140 2153 0.40 O.K. Actual Live Load Deflection= 0.03 OX Actual Total Load Deflection= 0.04 OX SHEAR Vertical Lateral Shear(Ibs) Shear(Ibs) fv1(psi) Fv1(psi) fv2(psi) Fv2(psi) Unity DL+LL= 577.5 53 180 0.29 OK DL+LL+SL= 1496.25 136 207 0.66 OK DL+LL+WL= 577.5 55.125 53 288 5 288 0.20 OK DL+LL+SL+WU2= 1496.25 27.5625 136 288 3 288 0.48 OK DL+LL+SU2+WL= 1036.875 55.125 94 288 5 288 0.34 OK REACTIONS Dead Load= 577.50 Ibs. Live Load= 0.00 Ibs. Snow Load= 918.75 lbs. Total Load= 1496.25 lbs. Page 53 of 129 CITY APPROVED PLANS Revien liance Client Date P SITE A „L11-; UN Ci Erg inner Sheri of cat- of AI X c.) z ris - 3 t u' u-9 6�) tlyf � _ Page 54 of 129 CITY APPROVED PLANS BEAMBIAXIALBENDING.xls Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS BEAM BIAXIAL BENDING DESCRIPTION PROJECT TITLE: Addison Springs Apartments DATE: 23-Oct-18 PROJECT#: S182053 DESCRIPTION: Second Floor Headers End Unit 5'-6"Bearing INPUT Uniform Snow Load= 313 plf Uniform Live Load= 0 plf Uniform Dead Load= 203 plf Uniform Wind Load= 31.5 plf Span= 5.5 ft. Unsupported Length= 5.5 ft. Circular= N (Y=Yes,N=No) Live Load Deflection Limit= 360 Typically U360,U240,U120 Total Load Deflection Limit= 240 Typically U240,U180,U120 Actual Member Width= 1.50 in. Actual Member Depth= 5.5 in. Number of Members= 3 Material= DF2 DF2=Doug-Fir#2,DF1=Doug-Fir#1,GLB=Glu-Lam, LVL=Microllam,2PSL=Parallam,LSL3=1.3E Timberstrand LSL5=1.55E Timberstrand,RLB=Redlam Beam,RLP=Redlam Plank OUTPUT BENDING lu/d= 12.00 le= 10.34 Rb= 17.42 S(vertical)= 22.69 inA3 I(vertical)= 62.39 Kbe= 0.439 Fbe= 2314.49 psi S(lateral)= 6.19 inA3 inA4 Cv= 1.00 Cfu= 1.15 Cf= 1.00 CF= 1.30 Allowable SL&LL Deflection= 0.18 in. Allowable Total Load Deflection= 0.28 in. Vertical: CL Lateral: CL Fb*(DL+LL)= 1170 psi 0.955 1170 psi 1.000 Fb*(DL+LL+SL)= 1346 psi 0.943 1346 psi 1.000 Fb*(DL+LL+WL)= 1872 psi 0.887 1872 psi 1.000 Fb*(DL+LL+SL+WU2)= 1872 psi 0.887 1872 psi 1.000 Fb*(DL+LL+SU2+WL)= 1872 psi 0.887 1872 psi 1.000 Vertical Lateral Mom.(ft-lbs Mom.(ft-lbs) fb1(psi) Fb1(psi) fb2(psi) Fb2(psi) Unity DL+LL= 767.5938 406 1346 0.30 O.K. DL+LL+SL= 1951.125 1032 1547 0.67 O.K. DL+LL+WL= 767.5938 119.109375 406 2153 231 1346 0.37 O.K. DL+LL+SL+WU2= 1951.125 59.5546875 1032 2153 116 1547 0.57 O.K. DL+LL+SU2+WL= 1359.359 119.109375 719 2153 231 2153 0.45 O.K. Actual Live Load Deflection= 0.06 OX Actual Total Load Deflection= 0.11 OX SHEAR Vertical Lateral Shear(lbs) Shear(lbs) fv1(psi) Fv1(psi) fv2(psi) Fv2(psi) Unity DL+LL= 558.25 34 180 0.19 OK DL+LL+SL= 1419 86 207 0.42 OK DL+LL+WL= 558.25 86.625 34 288 5 288 0.14 OK DL+LL+SL+WU2= 1419 43.3125 86 288 3 288 0.31 OK DL+LL+SU2+WL= 988.625 86.625 60 288 5 288 0.23 OK REACTIONS Dead Load= 558.25 lbs. Live Load= 0.00 lbs. Snow Load= 860.75 lbs. Total Load= 1419.00 lbs. Page 55 of 129 CITY APPROVED PLANS BEAMBIAXIALBENDING.xls Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS BEAM BIAXIAL BENDING DESCRIPTION PROJECT TITLE: Addison Springs Apartments DATE: 23-Oct-18 PROJECT#: S182053 DESCRIPTION: Second Floor Headers End Unit T-6"Bearing INPUT Uniform Snow Load= 313 plf Uniform Live Load= 0 plf Uniform Dead Load= 203 plf Uniform Wind Load= 31.5 plf Span= 3.5 ft. Unsupported Length= 3.5 ft. Circular= N (Y=Yes,N=No) Live Load Deflection Limit= 360 Typically U360,U240,U120 Total Load Deflection Limit= 240 Typically U240,U180,U120 Actual Member Width= 1.50 in. Actual Member Depth= 5.5 in. Number of Members= 2 Material= DF2 DF2=Doug-Fir#2,DF1=Doug-Fir#1,GLB=Glu-Lam, LVL=Microllam,2PSL=Parallam,LSL3=1.3E Timberstrand LSL5=1.55E Timberstrand,RLB=Redlam Beam,RLP=Redlam Plank OUTPUT BENDING luld= 7.64 le= 7.08 Rb= 14.41 S(vertical)= 15.13 in^3 I(vertical)= 41.59 Kbe= 0.439 Fbe= 3380.20 psi S(lateral)= 4.13 inA3 in^4 Cv= 1.00 Cfu= 1.15 Cf= 1.00 CF= 1.30 Allowable SL&LL Deflection= 0.12 in. Allowable Total Load Deflection= 0.18 in. Vertical: CL Lateral: CL Fb*(DL+LL)= 1170 psi 0.975 1170 psi 1.000 Fb*(DL+LL+SL)= 1346 psi 0.970 1346 psi 1.000 Fb*(DL+LL+WL)= 1872 psi 0.948 1872 psi 1.000 Fb*(DL+LL+SL+WU2)= 1872 psi 0.948 1872 psi 1.000 Fb*(DL+LL+SU2+WL)= 1872 psi 0.948 1872 psi 1.000 Vertical Lateral Mom.(ft-Ibs Mom.(ft-Ibs) fb1(psi) Fb1(psi) fb2(psi) Fb2(psi) Unity DL+LL= 310.8438 247 1346 0.18 O.K. DL+LL+SL= 790.125 627 1547 0.41 O.K. DL+LL+WL= 310.8438 48.234375 247 2153 140 1346 0.22 O.K. DL+LL+SL+WU2= 790.125 24.1171875 627 2153 70 1547 0.34 O.K. DL+LL+SU2+WL= 550.4844 48.234375 437 2153 140 2153 0.27 O.K. Actual Live Load Deflection= 0.02 OX Actual Total Load Deflection= 0.03 OX SHEAR Vertical Lateral Shear(lbs) Shear(Ibs) fv1(psi) Fv1(psi) fv2(psi) Fv2(psi) Unity DL+LL= 355.25 32 180 0.18 OK DL+LL+SL= 903 82 207 0.40 OK DL+LL+WL= 355.25 55.125 32 288 5 288 0.13 OK DL+LL+SL+WU2= 903 27.5625 82 288 3 288 0.29 OK DL+LL+SU2+WL= 629.125 55.125 57 288 5 288 0.22 OK REACTIONS Dead Load= 355.25 Ibs. Live Load= 0.00 Ibs. Snow Load= 547.75 Ibs. Total Load= 903.00 lbs. Page 56 of 129 MEMBER REPORT Second Floor,Roof Joists @ Lower Roo, CITY APPRGPASSED FORTE 1 piece(s) 2 x 8 Douglas Fir-Larch No. 1 @ 24 OC Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Sloped Length: 10'11 11/16" FOR ALL INSPECTIONS 0 0 12 3F— r 2'6" , 8' a a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 280 @ 10'2 1/2" 1406(1.50") Passed(20%) -- 1.0 D+1.0 S(Alt Spans) Member Type:Joist Shear(Ibs) 284 @ 3'4 9/16" 1501 Passed(19%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 485 @ 6'8 15/16" 1738 Passed(28%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC 2012 Live Load Defl.(in) -0.037 @ 0 0.200 Passed 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD 2 999+ Member Pitch:3/12 Total Load Defl.(in) 0.050 @ 0 0.273 Passed 1.0 D+1.0 S(Alt Spans) 2 999+ Deflection criteria:LL(L/360)and TL(L/240). Overhang deflection criteria:ILL(0.2")and TL(2L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 10'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 10'6"o/c unless detailed otherwise. A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Beveled Plate-DF 3.50" 3.50" 1.50" 213 344 557 Blocking 2-Hanger on 7 1/4"DF beam 3.50" Hanger' 1.50" ill 192 303 See note' •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 'See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Connectors support Model Seat Length Top Nails Face Nails Member Nails Accessories 2-Face Mount Hanger LSSU28 3.50" N/A 9-10d common 5-10d x 1-1/2 Dead Snow Loads Location(side) Spacing (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 10'6" 24" 15.0 25.0 Roof Weyerhaeuser Notes n SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator .lob Notes 10/23/2018 3:59:43 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 1 of 1 Page 57 of 129 CITY APPROVED PLANS __- --- -'e Compliance IITI Client - -.__ - _ Pro ec,t "Jok No, ���dDSS ONS L �fi-� �'UuI N � inoor sc of of r..i��stl�ii r.����� �.rl� - --�' - - qz- s z�" i x , = Ag" -- U-) 1 02, t r ' 7, `. Page 58 of 129 FQ---W-' F O R T E MEMBER REPORT Second Floor,Roof Deck Beam Units C or D CITY APPRG PASSED 1 piece(s) 4 x 6 Douglas Fir-Larch No. 1 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:8' FOR ALL INSPECTIONS 0 0 8' a o All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result ILDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 1064 @ 1 1/2" 6563(3.00") Passed(16%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 875 @ 8 1/2" 2657 Passed(33%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 1996 @ 4' 2198 Passed(91%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.160 @ 4' 0.258 Passed(L/580) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.262 @ 4' 0.387 Passed(L/355) 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 8'o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'o/c unless detailed otherwise. Applicable calculations are based on NDS. 8"ring Length Loads to Supper(Ibs) Supports TWaI Available Required Dead Snow I Total Accessories 1-Stud wall-DF 3.00" 3.00" 1.50" 412 652 1064 Blocking 2-Stud wall-DF 3.00" 3.00" 1.50" 412 652 1064 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 8' N/A 4.9 1-Uniform(PLF) 0 to 8'(Top) N/A 98.0 163.0 Roof /� Weyerhaeuser Notes S SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,lob Notes 10/23/2018 4:09:14 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page of'! Page 59 0i 129 ✓� F O R T E MEMBER REPORT Second Floor, Unit A Lower Shed Roof Beam CITY APPRO €RNS 1 piece(s) 4 x 6 Douglas Fir-Larch No. 1 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length: 11' FOR ALL INSPECTIONS 0 0 11' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 467 @ 1 1/2" 6563(3.00") Passed(7%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 407 @ 8 1/2" 2657 Passed(15%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 1226 @ 5'6" 2198 Passed(56%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.182 @ 5'6" 0.358 Passed(L/708) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.309 @ TV 0.538 Passed(L/417) 1.0 D+1.0 S(Ail Spans) Member Pitch:0/12 Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 11'o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length Loads to Supports Ohs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 3.00" 3.00" 1.50" 192 275 467 Blocking 2-Stud wall-DF 3.00" 3.00" 1.50" 192 275 467 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 11' N/A 4.9 1-Uniform(PLF) 0 to 11'(Top) N/A 30.0 50.0 Roof Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/23/2018 4:13:47 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te. (208)855-5082 Brians@sage-eng.com Page 1 of 1 Page 60 of 129 iii;�ffiFORTE '° MEMBER REPORT Second Floor,Floor Joists @ Upper Unit Overhang CITY APPROVIWOERNS 1 piece(s) 2 x 8 Douglas Fir-Larch No. 1 @ 12" OC Reviewed for Code Compliance Left cantilever length exceeds 1/3 member length or 1/2 back span length. PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Overall Length:6' 0 0 n rr 2' 4' 4 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual®location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 653 @ 2'1 3/4" 2231(3.50") Passed(29%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Joist Shear(Ibs) 294 @ 1'4 3/4" 1305 Passed(23%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) -686 @ 2'1 3/4" 1738 Passed(39%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.016 @ 0 0.200 Passed 1.0 D+0.75 L+0.75 S(Alt Spans) Design Methodology:Aso 2 999+ Total Load Defl.(in) 0.058 @ 0 0.215 Passed(2L/890) 1.0 D+0.75 L+0.75 S(Alt Spans) TJ-ProT.Rating N/A N/A Deflection criteria:LL(L/480)and TL(L/240). Overhang deflection criteria:LL(0.2")and TL(2L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 5'11"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 5'11"o/c unless detailed otherwise. A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS. No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Snow Total Accessories Live 1-Stud wall-SPF 3.50" 3.50" 1.50" 426 184 119 729 Blocking 2-Stud wall-SPF 3.50" 2.25" 1.50" -96 81/-21 -44 81/-161 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Floor Live Snow Loads Location(Side) Spacing (0.90) (1.00) (1.15) Comments 1-Uniform(PSF) 0 to 6' 12" 20.0 40.0 - Residential-Uving Areas 2-Point(PLF) 0 12" 210.0 - 75.0 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/23/2018 4:20:58 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 1 of 1 Page 61 of 129 CITY APPROVED PLANS BEAM BIAXIALBE N DI NG.xls Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS BEAM BIAXIAL BENDING DESCRIPTION PROJECT TITLE: Addison Springs Apartments DATE: 23-Oct-18 PROJECT#: S182053 DESCRIPTION: Second Floor Headers Units C or D Slide Door Headers INPUT Uniform Snow Load= 303 plf Uniform Live Load= 0 plf Uniform Dead Load= 456 plf Uniform Wind Load= 47.3 plf Span= 8.5 ft. Unsupported Length= 8.5 ft. Circular= N (Y=Yes,N=No) Live Load Deflection Limit= 360 Typically U360,U240,U120 Total Load Deflection Limit= 240 Typically U240,U180,1-1120 Actual Member Width= 3.50 in. Actual Member Depth= 9.25 in. Number of Members= 1 Material= LSL5 DF2=Doug-Fir#2,DF1=Doug-Fir#1,GLB=Glu-Lam, LVL=Microllam,2PSL=Parallam,LSL3=1.3E Timberstrand LSL5=1.55E Timberstrand,RLB=Redlam Beam,RLP=Redlam Plank OUTPUT BENDING lu/d= 11.03 le= 16.17 Rb= 12.10 S(vertical)= 49.91 in^3 I(vertical)= 230.84 Kbe= 0.610 Fbe= 6456.69 psi S(lateral)= 18.89 inA3 in^4 Cv= 1.00 Cfu= 1.00 Cf= 1.00 CF= 1.00 Allowable SL&LL Deflection= 0.28 in. Allowable Total Load Deflection= 0.43 in. Vertical: CL Lateral: CL Fb'(DL+LL)= 2325 psi 0.974 2615 psi 1.000 Fb'(DL+LL+SL)= 2674 psi 0.968 3007 psi 1.000 Fb'(DL+LL+WL)= 3720 psi 0.944 4184 psi 1.000 Fb'(DL+LL+SL+WU2)= 3720 psi 0.944 4184 psi 1.000 Fb'(DL+LL+SU2+WL)= 3720 psi 0.944 4184 psi 1.000 Vertical Lateral Mom.(ft-Ibs Mom.(ft-Ibs) fb1(psi) Fb1(psi) fb2(psi) Fb2(psi) Unity DL+LL= 4118.25 990 2325 0.43 O.K. DL+LL+SL= 6854.719 1648 2674 0.62 O.K. DL+LL+WL= 4118.25 427.178125 990 3720 271 2615 0.37 O.K. DL+LL+SL+WU2= 6854.719 213.589063 1648 3720 136 3007 0.49 O.K. DL+LL+SU2+WL= 5486.484 427.178125 1319 3720 271 4184 0.42 O.K. Actual Live Load Deflection= 0.10 OX Actual Total Load Deflection= 0.25 OX SHEAR Vertical Lateral Shear(Ibs) Shear(Ibs) fv1(psi) Fv1(psi) fv2(psi) Fv2(psi) Unity DL+LL= 1938 90 400 0.22 OK DL+LL+SL= 3225.75 149 460 0.32 OK DL+LL+WL= 1938 201.025 90 640 9 240 0.18 OK DL+LL+SL+WU2= 3225.75 100.5125 149 640 5 240 0.25 OK DL+LL+SU2+WL= 2581.875 201.025 120 640 9 240 0.23 OK REACTIONS Dead Load= 1938.00 Ibs. Live Load= 0.00 Ibs. Snow Load= 1287.75 Ibs. Total Load= 3225.75 Ibs. Page 62 of 129 BEAMBIAXIALBENDING.xls CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS BEAM BIAXIAL BENDING DESCRIPTION PROJECT TITLE: Addison Springs Apartments DATE: 23-Oct-18 PROJECT* S182053 DESCRIPTION: Second Floor Headers Unit A Slide Door INPUT Uniform Snow Load= 603 plf Uniform Live Load= 0 plf Uniform Dead Load= 508 plf Uniform Wind Load= 47.3 plf Span= 8.5 ft. Unsupported Length= 8.5 ft. Circular= N (Y=Yes,N=No) Live Load Deflection Limit= 360 Typically U360,U240,U120 Total Load Deflection Limit= 240 Typically U240,U180,U120 Actual Member Width= 3.50 in. Actual Member Depth= 9.25 in. Number of Members= 1 Material= LSL5 DF2=Doug-Fir#2,DF1=Doug-Fir#1,GLB=Glu-Lam, LVL=Microllam,2PSL=Parallam,LSL3=1.3E Timberstrand LSL5=1.55E Timberstrand,RLB=Redlam Beam,RLP=Redlam Plank OUTPUT BENDING lu/d= 11.03 le= 16.17 Rb= 12.10 S(vertical)= 49.91 inA3 I(vertical)= 230.84 Kbe= 0.610 Fbe= 6456.69 psi S(lateral)= 18.89 inA3 in^4 Cv= 1.00 Cfu= 1.00 Cf= 1.00 CF= 1.00 Allowable SL&LL Deflection= 0.28 in. Allowable Total Load Deflection= 0.43 in. Vertical: CL Lateral: CL Fb*(DL+LL)= 2325 psi 0.974 2615 psi 1.000 Fb*(DL+LL+SL)= 2674 psi 0.968 3007 psi 1.000 Fb*(DL+LL+WL)= 3720 psi 0.944 4184 psi 1.000 Fb*(DL+LL+SL+WU2)= 3720 psi 0.944 4184 psi 1.000 Fb*(DL+LL+SU2+WL)= 3720 psi 0.944 4184 psi 1.000 Vertical Lateral Mom.(ft-lbs Mom.(ft-lbs) fb1(psi) Fb1(psi) fb2(psi) Fb2(psi) Unity DL+LL= 4587.875 1103 2325 0.47 O.K. DL+LL+SL= 10033.72 2412 2674 0.90 O.K. DL+LL+WL= 4587.875 427.178125 1103 3720 271 2615 0.40 O.K. DL+LL+SL+WU2= 10033.72 213.589063 2412 3720 136 3007 0.70 O.K. DL+LL+SU2+WL= 7310.797 427.178125 1758 3720 271 4184 0.54 O.K. Actual Live Load Deflection= 0.20 OX Actual Total Load Deflection= 0.36 OX SHEAR Vertical Lateral Shear(Ibs) Shear(Ibs) fv1(psi) Fv1(psi) fv2(psi) Fv2(psi) Unity DL+LL= 2159 100 400 0.25 OK DL+LL+SL= 4721.75 219 460 0.48 OK DL+LL+WL= 2159 201.025 100 640 9 240 0.20 OK DL+LL+SL+WU2= 4721.75 100.5125 219 640 5 240 0.36 OK DL+LL+SU2+WL= 3440.375 201.025 159 640 9 240 0.29 OK REACTIONS Dead Load= 2159.00 lbs. Live Load= 0.00 lbs. Snow Load= 2562.75 lbs. Total Load= 4721.75 lbs. Page 63 of 129 CITY A""ROVED PLANS co ce ,rent_ _ 1C �-� --Da_ t1Jl SITE SA Project ' � — /� -- _ �3ek� No. cS/CJ�D�J' DNS r � .� yam`i� � �i.c�U1�[' RLLNlr E_nginecr ---`jrlv£'�� Of - -_--- LX LO J� �- 3�04- zCi _ lm b L ? X Dar - Page 64 of 129 F O R T E . MEMBER REPORT Second Floor, Unit B End Beam CITY APPROXWfONS 1 piece(s) 6 x 12 Douglas Fir-Larch No. 1 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length: 16' FOR ALL INSPECTIONS 0 0 16' a a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 3328 @ 1 1/2" 10313(3.00") Passed(32%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 2825 @ 1'2 1/2" 8244 Passed(34%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 12900 @ 8' 15684 Passed(82%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.193 @ 8' 0.525 Passed(L/979) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.574 @ 8' 0.788 Passed(U329) 1.0 D+1.0 S(All Spans) Deflection criteria:ILL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 16'o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16'o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length Loads to Supper Ohs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 3.00" 3.00" 1.50" 2208 1120 3328 Blocking 2-Stud wall-DF 3.00" 3.00" 1.50" 2208 1120 3328 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 16' N/A 16.0 1-Uniform(PLF) 0 to 16'(Top) N/A 260.0 140.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser e>pressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator .lob Notes 10/23/2018 4:36:45 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 1 f 1 Page 65 of 129 CITY APPROVED PLANS BEAMBIAXIALBENDING.xls Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS BEAM BIAXIAL BENDING DESCRIPTION PROJECT TITLE: Addison Springs Apartments DATE: 23-Oct-18 PROJECT#: S182053 DESCRIPTION: Second Floor Headers Unit B End Windows INPUT Uniform Snow Load= 0 plf Uniform Live Load= 320 plf Uniform Dead Load= 190 plf Uniform Wind Load= 21 plf Span= 3 ft. Unsupported Length= 3 ft. Circular= N (Y=Yes,N=No) Live Load Deflection Limit= 360 Typically U360,U240,U120 Total Load Deflection Limit= 240 Typically U240,U180,U120 Actual Member Width= 1.50 in. Actual Member Depth= 5.5 in. Number of Members= 2 Material= DF2 DF2=Doug-Fir#2,DF1=Doug-Fir#1,GLB=Glu-Lam, LVL=Microllam,2PSL=Parallam,LSL3=1.3E Timberstrand LSL5=1.55E Timberstrand,RLB=Redlam Beam,RLP=Redlam Plank OUTPUT BENDING lu/d= 6.55 le= 6.18 Rb= 13.46 S(vertical)= 15.13 inA3 I(vertical)= 41.59 Kbe= 0.439 Fbe= 3872.46 psi S(lateral)= 4.13 inA3 inA4 Cv= 1.00 Cfu= 1.15 Cf= 1.00 CF= 1.30 Allowable SL&LL Deflection= 0.10 in. Allowable Total Load Deflection= 0.15 in. Vertical: CL Lateral: CL Fb*(DL+LL)= 1170 psi 0.979 1170 psi 1.000 Fb*(DL+LL+SL)= 1346 psi 0.975 1346 psi 1.000 Fb*(DL+LL+WL)= 1872 psi 0.959 1872 psi 1.000 Fb*(DL+LL+SL+WU2)= 1872 psi 0.959 1872 psi 1.000 Fb*(DL+LL+SU2+WL)= 1872 psi 0.959 1872 psi 1.000 Vertical Lateral Mom.(ft-lbs Mom.(ft-lbs) fb1(psi) Fb1(psi) fb2(psi) Fb2(psi) Unity DL+LL= 573.75 455 1346 0.34 O.K. DL+LL+SL= 573.75 455 1547 0.29 O.K. DL+LL+WL= 573.75 23.625 455 2153 69 1346 0.26 O.K. DL+LL+SL+WU2= 573.75 11.8125 455 2153 34 1547 0.23 O.K. DL+LL+SU2+WL= 573.75 23.625 455 2153 69 2153 0.24 O.K. Actual Live Load Deflection= 0.01 OX Actual Total Load Deflection= 0.01 OX SHEAR Vertical Lateral Shear(Ibs) Shear(Ibs) fv1(psi) Fv1(psi) fv2(psi) Fv2(psi) Unity DL+LL= 765 70 180 0.39 OK DL+LL+SL= 765 70 207 0.34 OK DL+LL+WL= 765 31.5 70 288 3 288 0.25 OK DL+LL+SL+WU2= 765 15.75 70 288 1 288 0.25 OK DL+LL+SU2+WL= 765 31.5 70 288 3 288 0.25 OK REACTIONS Dead Load= 285.00 lbs. Live Load= 480.00 lbs. Snow Load= 0.00 lbs. Total Load= 765.00 lbs. Page 66 of 129 Lim F O R T E MEMBER REPORT Second Floor, Unit B Deck Side Beam CITY APPROXPAISPgRNS 1 piece(s)4 x 8 Douglas Fir-Larch No. 1 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:6'3" FOR ALL INSPECTIONS 0 0 6' 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual p Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1942 @ 0 3281(1.50") Passed(59%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 1489 @ 8 3/4" 3502 Passed(43%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 3034 @ 3'1 1/2" 3820 Passed(79%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.054 @ 3'1 1/2" 0.208 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 1 0.113 @ 3'1 1/2" 0.313 Passed(U664) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/360)and TL(1-/240). Top Edge Bracing(Lu):Top compression edge must be braced at 6'3"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'3"o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Amessories 1-Stud wall-DF 1.50" 1.50" 1.50" 1020 922 1942 Blocking 2-Stud wall-DF 1.50" 1.50" 1.50" 1020 922 1942 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 6'3" N/A 6.4 1-Uniform(PLF) 0 to 6 3"(Top) N/A 320.0 295.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,lob Notes 10/23/2018 4:42:38 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)8555082 Brians@sage-eng.com Page 67a0 129 MEMBER REPORT Second Floor, Unit B Deck Front Beam CITY APPROLE1S FORTE 1 piece(s) 6 3/4" x 10 1/2" 24F-V4 DF Glulam Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:12' FOR ALL INSPECTIONS 0 0 12' a a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 6469 @ 1 1/2" 12656(3.00") Passed(51%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 5256 @ 1'1 1/2" 14399 Passed(37%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 18608 @ 6' 28527 Passed(65%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.202 @ 6' 0.392 Passed(LJ697) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.395 @ 6' 0.587 Passed(U357) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 12'o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12'o/c unless detailed'otherwise. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=1 V 9". The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NOS. Bearing Length Loads to Supper(lbs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 3.00" 3.00" 1.53" 3151 3318 6469 Blocking 2-Stud wall-DF 3.00" 3.00" 1.53" 3151 3318 6469 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 12' N/A 17.2 1-Uniform(PLF) 0 to 12'(Top) N/A 508.0 553.0 Residential-Living Areas Weyerhaeuser Notes A SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,lob Notes 10/23/2018 6:52:27 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 66 OT F O R T E . MEMBER REPORT Second Floor, Unit B Deck Interior Side Beam CITY APPIR01WHANS 1 piece(s) 4 x 8 Douglas Fir-Larch No. 1 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:6' FOR ALL INSPECTIONS 0 0 6' Ir All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual®Location Allowed Result LDF Load:Combination(Pattem) System:Floor Member Reaction(Ibs) 1984 @ 1 1/2" 6563(3.00") Passed(30%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 1419 @ 10 1/4" 3502 Passed(41%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 2734 @ 3' 3820 Passed(72%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.042 @ 3' 0.192 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.086 @ 3' 0.287 Passed(1.1801) 1.0 D+1.0 S(All Spans) Deflection criteria:U.(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 6'o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length Loads to Supper(lbs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 3.00" 3.00" 1.50" 1024 960 1984 Blocking 2-Stud wall-DF 3.00" 3.00" 1.50" 1024 960 1984 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.18) Comments 0-Self Weight(PLF) 0 to 6' N/A 6.4 1-Uniform(PLF) 0 to 6'(Top) N/A 335.0 320.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/23/2018 4:53:59 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)8555082 Brians@saga-eng.com ge Page 6gaoi Di�q F O R T E MEMBER REPORT Second Floor, Unit Entry Side Beam CITY APPR0IPffifIERNS 1 piece(s) 4 x 8 Douglas Fir-Larch No. 1 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:5' FOR ALL INSPECTIONS 0 0 5' Ir All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load,Combination(Fatten) System:Floor Member Reaction(Ibs) 1729 @ 0 3281(1.50") Passed(53%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 1224 @ 8 3/4" 3502 Passed(35%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 2161 @ 2'6" 3820 Passed(57%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load DeFl.(in) 0.025 @ 2'6" 0.167 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.051 @ 2'6" 0.250 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at T o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at T o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length toads to Supports pbs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 1.50" 1.50" 1.50" 879 850 1729 Blocking 2-Stud wall-DF 1.50" 1.50" 1.50" 879 850 1729 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to T N/A 6.4 1-Uniform(PLF) 0 to 5'(Top) N/A 345.0 340.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,lob Notes 10/23/2018 4:58:45 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Bdans@sage-eng.com Page 1 of 1 Page 70 of 129 - CITY APPROVED PLANS Reviewed e co ce Client to ���� SITE f �A project - - -JC b �`o.,5/C1-_a DNS �aiGIi ULRLNG E-Aging r ah��et of ® 0 '`u Lc LC d f &%C-) x << Page 71 of 129 F O R T E MEMBER REPORT Second Floor, Unit A Entry Front Header CITY APPROXkV'RWqS 2 piece(s) 2 x 6 Douglas Fir-Larch No. 2 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:5'9" FOR ALL INSPECTIONS 0 o 5'6" Ir a o All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual®Location Allowed Result LDF Load,Combination(Pattem) System:Wall Member Reaction(Ibs) 1047 @ 0 2813(1.50") Passed(37%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 835 @ 7" 2277 Passed(37%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 1505 @ 2'30 1/2" 1696 Passed(89%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.043 @ 2'10 1/2" 0.192 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.135 @ 2'10 1/2" 0.287 Passed(L,/513) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/360)and TL(1./240). Top Edge Bracing(Lu):Top compression edge must be braced at 5'9"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at TV o/c unless detailed otherwise. Applicable calculations are based on NDS. Searing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Trimmer-DF 1.50" 1.50" 1.50" 716 331 1047 None 2-Trimmer-DF 1.50" 1.50" 1.50" 716 331 1047 None Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 5'9" N/A 4.2 1-Uniform(PLF) 0 to 5'9" N/A 245.0 115.0 Residential-Living Areas Weyerhaeuser Notes 4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator ,lob Notes 10/23/2018 5:05:06 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 72 0M 29 FORTE MEMBER REPORT Second Floor,Interior Unit A Pop-Out Wall Beam CITY APPRG PASSED 1 piece(s) 4 x 8 Douglas Fir-Larch No. 1 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:8'6" FOR ALL INSPECTIONS 0 0 8' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1650 @ 3" 3281(1.50") Passed(50%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 1401 @ 10 1/4" 3502 Passed(40%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 3299 @ 4'3" 3820 Passed(86%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.075 @ 4'3" 0.267 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.201 @ 4'3" 0.400 Passed(L/477) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 8'o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length Loads to Supports pbs) Supports Taal Available Required bead Snow Total Accessories 1-Hanger on 7 1/4"DF beam 3.00" Hanger' 1.50" 1101 650 1751 See note 1 2-Hanger on 7 1/4"DF beam 3.00" Hanger' 1.50" 1101 650 1751 See note 1 •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •1 See Connector grid below for additional information and/or requirements. Connector:Simpson Stron -Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1-Face Mount Hanger HHUS46 3.00" N/A 14-16d common 6-16d double shear 2-Face Mount Hanger HHUS46 3.00" N/A 14-16d common 6-16d double shear Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 3"to 8'3" N/A 6.4 1-Uniform(PLF) 0 to 8'6"(Top) N/A 253.0 153.0 Residential-LivingAr Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,lob Notes 10/23/2018 5:11:20 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 1 of 1 Page 73 of 129 MEMBER REPORT SecondF/oor, InteriorUnitALowerRoofCenterBeam CITY PASSED FORTE ' 1 piece(s) 4 x 6 Douglas Fir-Larch No. 1 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:4'6" FOR ALL INSPECTIONS 0 0 4' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual®Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1546 @ 1 1/2" 6563(3.00") Passed(24%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 1465 @ 8 1/2" 2657 Passed(55%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 1650 @ 1'3" 2198 Passed(75%) 1.15 1.0 D+1.0 S(All Spans) Building code:IBC 2012 Live Load Defl.(in) 0.023 @ 2'1 1/4" 0.142 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.053 @ 2'1" 0.213 Passed(L/963) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 4'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4'6"o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length Loads to Supports abs) Sup orN Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 3.00" 3.00" 1.50" 888 658 1546 Blocking 2-Stud wall-DF 3.00" 3.00" 1.50" 370 352 722 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 4'6" N/A 4.9 1-Uniform(PLF) 0 to 4'6"(Top) N/A 30.0 80.0 Residential-Uving Areas 2-Point(lb) 1'3"(Top) N/A 1101 650 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator .lob Notes 10/23/2018 5:16:21 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 1 of 1 Page 74 of 129 F O R T E MEMBER REPORT Second Floor,Interior Unit A Lower Roof Comer Exterior Beam CITY APPROV WkWgS 1 piece(s) 4 x 6 Douglas Fir-Larch No. 1 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:8'6" FOR ALL INSPECTIONS 0 0 , 8, All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 620 @ 1 1/2" 6563(3.00") Passed(9%) -- 1.0 D+1.0 S(All Spans) Member Type;Drop Beam Shear(Ibs) 517 @ 8 1/2" 2657 Passed(19%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 1241 @ 4'3" 2198 Passed(56%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.111 @ 4'3" 0.275 Passed(L/890) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.184 @ 4'3" 0.412 Passed(L/537) 1.0 D+1.0 S(All Spans) Deflection criteria:U.(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 8'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'6"o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length Loads to Supports abs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 3.00" 3.00" 1.50" 246 374 620 Blocking 2-Stud wall-DF 3.00" 3.00" 1.50" 246 374 620 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 8'6" N/A 4.9 1-Uniform(PLF) 0 to 8'6"(Top) N/A 53.0 88.0 Residential-Living Areas Weyerhaeuser Notes S SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,lob Notes 10/23/2018 5:18:58 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 79 01 4�9 r� F O R T E •. MEMBER REPORT Second Floor,Interior Unit A Lower Roof Interior Exterior Beam CITY APPRG PASSED 1 piece(s) 4 x 6 Douglas Fir-Larch No. 1 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:8'6" FOR ALL INSPECTIONS o a r � 8 0 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual®Location Allowed Result LDF Load,Combination(Fatten) System:Floor Member Reaction(Ibs) 701 @ 1 1/2" 6563(3.00") Passed(11%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 584 @ 8 1/2" 2657 Passed(22%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 1403 @ 4'3" 2198 Passed(64%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.126 @ 4'3" 0.275 Passed(L/784) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.208 @ 4'3" 0.412 Passed(L/475) 1.0 D+1.0 5(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 8'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'6"o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 3.00" 3.00" 1.50" 276 425 701 Blocking 2-Stud wall-DF 3.00" 3.00" 1.50" 276 425 701 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 8'6" N/A 4.9 1-Uniform(PLF) 0 to 8'6"(Top) N/A 60.0 100.0 Residential-LivingAre-as Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or bested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator .lob Notes 10/23/2018 5:23:48 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page Page 76 o4�9 0 F O R T E . MEMBER REPORT Second Floor,Interior Unit Exterior Beam w/Unit Above CITY APPROXWPEANS 1 piece(s)4 x 12 Douglas Fir-Larch No. 1 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:7'6" FOR ALL INSPECTIONS 0 0 r � d 7' a o All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Wad:Combination(pattern) System:Floor Member Reaction(Ibs) 3997 @ 1 1/2" 6563(3.00") Passed(61%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 2732 @ 1'2 1/4" 5434 Passed(50%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 7004 @ 3'9" 7783 Passed(90%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.051 @ 3'9" 0.242 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.094 @ 3'9" 0.363 Passed(U927) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 7'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 7'6"o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length Loads to Supper 8bs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 3.00" 3.00" 1.83" 1830 2168 3998 Blocking 2-Stud wall-DF 3.00" 3.00" 1.83" 1830 2168 3998 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 7'6" N/A 10.0 1-Uniform PLF 0 to 7'6' Residential-Living ( ) (Top) N/A 478.0 578.0 Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/23/2018 5:27:17 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sageeng.com Page 1 Of 1 Page 77 of 129 CITY APPROVED PLANS Reviewed -'e Compliance client s. Edda ^c�v Date; .tq-V__ K C15 SITE —_.. 61f -- --- I ONS Pro ecl Job N%G"' A , w14 ri irk( bar �4 f Sh EMI. o of (�A e = ?! 1iL �Y ��eS v �pA SS 3 5 16 uz�, J,5- 0262 6),� 1 Page 78 of 129 FORTE MEMBER REPORT Second Floor,Interior Unit A Center Beam Between Roof&UnitAb CITY APPRG PASSED 1 piece(s) 4 x 8 Douglas Fir-Larch No. 1 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:5'6" FOR ALL INSPECTIONS 0 0 5' 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 2452 @ 5'4 1/2" 6563(3.00") Passed(37%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 1862 @ 4'7 3/4" 3502 Passed(53%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 2793 @ 2'11 5/8" 3820 Passed(73%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.038 @ 2'9 5/8" 0.175 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.074 @ 2'9 1/2" 0.262 1 Passed(U849) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(Ia360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 5'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 5'6"o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length Loads to Supper(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 3.00" 3.00" 1.50" 1026 1026 2052 Blocking 2-Stud wall-DF 3.00" 3.00" 1.50" 1183 1269 2452 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 5'6" N/A 6.4 1-Uniform(PLF) 0 to 5'6"(Top) N/A 345.0 340.0 Residential-Living Areas 2-Point(lb) 4'3"(Top) N/A 276 425 Weyerhaeuser Notes n SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �r Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,Job Notes 10/23/2018 5:34:20 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page of 1 Page 79 of 129 FO R T E MEMBER REPORT Second F/oor,Interior Unit A Lower Roof Deck Side Beam CITY APPROvIN VS 1 piece(s) 6 x 12 Douglas Fir-Larch No. 1 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:9'6" FOR ALL INSPECTIONS •�i 4 , Y yt(h�'f!1�l iP��P'tr��III)��'ti��i'�i i I 0 fi 0 r _ r _ r r r r 9' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF wad:Combination(Pattern) System:Floor Member Reaction(Ibs) 4570 @ 1 1/2" 10313(3.00") Passed(44%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 3939 @ 8'3 1/2" 8244 Passed(48%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 14314 @ 5'3" 15684 Passed(91%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.106 @ 4'9 5/8" 0.308 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 1 0.197 @ 4'9 9/16" 0.463 Passed(U563) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/360)and TL(1-/240). Top Edge Bracing(Lu):Top compression edge must be braced at 9'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9'6"o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length Loads to supports abs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DIP 3.00" 3.00" 1.50" 2203 2367 4570 Blocking 2-Stud wall-DF 3.00" 3.00" 1.50" 1897 2158 4055 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 9'6" N/A 16.0 1-Uniform PLF 0 to T 3" Residential-Living (PLF) (Top) N/A 330.0 315.0 Areas 2-Uniform(PLF) T 3"to 9'6"(Top) N/A 30.0 50.0 3-Point(lb) T 3"(Top) N/A 1200 1 2000 4-Point(lb) 6'3"(Top) N/A 888 658 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/23/2018 5:42:37 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com ge Page 86a0f�fZU L' F O R T E " MEMBER REPORT Second Floor, Interior Unit A Exterior Beam @ Unit Above CITY APPROfffiRRNS 1 piece(s) 6 x 10 Douglas Fir-Larch No. 1 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:7'6" FOR ALL INSPECTIONS 0 0 7' o a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual®Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 3860 @ 1 1/2" 10313(3.00") Passed(37%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 2788 @ 1'1/2" 6810 Passed(41%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 6762 @ 3'9" 10703 Passed(63%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.061 @ 3'9" 0.242 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.113 @ 3'9" 0.363 Passed(L/769) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 7'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 7'6"o/c unless detailed otherwise. Applicable calculations are based on NOS. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 3.00" 3.00" 1.50" 1786 2074 3860 Blocking 2-Stud wall-DF 3.00" 3.00" 1.50" 1786 2074 3860 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to TV N/A 13.2 1-Uniform PLF 0 to 7'6" Residential-Living ( ) (Tap) N/A 463.0 553.0 Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,lob Notes 10/23/2018 5:45:10 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page of�9 Page 81 0 F 0 R T E . MEMBER REPORT Second Floor,Inter. Unit Ext.Beam @ Unit Above 2 Units CITY APPROVWWWgS 1 piece(s) 6 x 10 Douglas Fir-Larch No. 1 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:8'6" FOR ALL INSPECTIONS 0 0 8, Ir a a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 4795 @ 1 1/2" 10313(3.00") Passed(46%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 3620 @ 1'1/2" 6810 Passed(53%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 9599 @ 4'3" 10703 Passed(90%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.113 @ 4'3" 0.275 Passed(L/874) 1.0 D+1.0 S(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.208 @ 4'3" 0.412 Passed(U476) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 8'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'6"o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead snow Total Accessories 1-Stud wall-DF 3.00" 3.00" 1.50" 2181 2614 4795 Blocking 2-Stud wall-DF 3.00" 3.00" 1.50" 2181 2614 4795 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 8'6" N/A 13.2 1-Uniform(PLF) 0 to 8'6"(Top) N/A 500.0 615.0 Residential-Living Areas Weyerhaeuser Notes $1,SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,lob Notes 10/23/2018 5:49:10 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 1 f Page 82 of I�9 Any, CITY APPROVED PLANS r i Revieevie ed'or Code Client � Ly =� �� Dd[� ) � SITE Sheet of -- --- - Xl - ----- - - -----1 L.-- - --- a4p Leo 2)iL M f � 17 L �(YO P,�� �0,�4 zr py[)A Page 83 of 129 FORTE MEMBER REPORT Second Floor, Unit C Exterior Beam @ Unit Above&Roof Below CITY APPRO PASSED -� �' 1 piece(s) 5 1/4n x 11 1/4 2.0E Parallam0 PSL Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length: 16'6" FOR ALL INSPECTIONS l 0 0 16' o a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual®Locmtlon Allowed Result LDF Load:Combination(pattern) System:Floor Member Reaction(Ibs) 4221 @ 1 1/2" 9844(3.00") Passed(43%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 3610 @ 1'2 1/4" 13132 Passed(27%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 16795 @ 8'2 7/16" 30998 Passed(54%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.306 @ 8'2 1/2" 0.542 Passed(U637) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.660 @ 8'2" 0.813 Passed(L/295) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(1-/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 16'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16'6"o/c unless detailed otherwise. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 3.00" 3.00" 1.50" 2310 1912 4222 Blocking 2-Stud wall-DF 3.00" 3.00" 1.50" 1612 1523 3135 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 16'6" N/A 18.5 1-Uniform(PLF) 0 to 10'3"(Top) N/A 268.0 228.0 Residential-LivingAreas 2-Uniform(PLF) 10'3"o 16'6" N/A 60.0 100.0 3-Point(lb) 10'3"(Tap) N/A 495 473 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator .lob Notes 10/23/2018 5:58:39 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 1 of 1 Page 84 of 129 MEMBER REPORT Second Floor, Unit C Pass Through Door to End Unit CITY APPRG PASSED F O R T E 1 piece(s) 3 1/2" x 11 1/4" 1.55E TimberStrand@ LSL Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:7'3" FOR ALL INSPECTIONS I U s ti. 0 6-6- All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 7849 @ 7' 9844(4.50") Passed(80%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 7466 @ 5'11 1/4" 9358 Passed(80%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 12994 @ 4'6" 16548 Passed(79%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.097 @ 3'9 1/8" 0.225 Passed(L/838) 1.0 D+1.0 S(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.194 @ 3'9 1/8" 0.338 Passed(U417) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at T 3"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 7'3"o/c unless detailed otherwise. Bearing Length Loads to Supper(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 4.50" 4.50" 2.32" 2546 2523 5069 Blocking 2-Stud wall-DF 4.50" 4.50" 3.59" 4045 3804 7849 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 7'3" N/A 12.3 1-Uniform(PLF) 0 to 4'6"(Top) N/A 415.0 420.0 Residential-LivingAreas 2-Uniform(PLF) 4'6"to 7'(Top) N/A 30.0 50.0 3-Point(Ib) 4'6"(Top) N/A 2250 1 2400 4-Point(Ib) 6'(Top) N/A 2310 1912 Weyerhaeuser Notes 4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator .lob Notes 10/23/2018 6:08:01 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 1 of 1 Page 85 of 129 V� F O R T E . MEMBER REPORT Second Floor,StaidWall Header CITY APPRO"FERNS 2 piece(s) 2 x 6 Douglas Fir-Larch No. 2 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:3'9" FOR ALL INSPECTIONS 0 0 3-6- All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual Q Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(Ibs) 458 @ 0 2813(1.50") Passed(16%) -- 1.0 D+1.0 L(All Spans) Member Type:Header Shear(Ibs) 315 @ 7" 1980 Passed(16%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 429 @ 1'10 1/2" 1475 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.005 @ 1'10 1/2" 0.125 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.016 @ 1'10 1/2" 0.188 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 3'9"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3'9"o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length Loads to Supports Ohs) Supports Total Available Required Dead Floor Total Accessories Live 1-Trimmer-DF 1.50" 1.50" 1.50" 308 150 458 None 2-Trimmer-DF 1.50" 1.50" 1.50" 308 150 458 None Tributary Dead Floor Live Loads Location(side) Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 3'9" N/A 4.2 1-Uniform(PLF) 0 to 3'9" N/A 160.0 80.0 Residential-Living Areas Weyerhaeuser Notes (Zj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser a)pressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASrM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator .Job Notes 10/23/2018 6:10:15 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 1 of 1 Page 86 of 129 -� FORTEp MEMBER REPORT Second Floor, West End unit Stair Side Beam CITY APPRO PASSED 2 piece(s) 2 x 6 Douglas Fir-Larch No. 2 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:4'6" FOR ALL INSPECTIONS 0 0 "y 4' L All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual®Location Allowed Result LDF wad:combination(Pattern) System:Floor Member Reaction(Ibs) 1069 @ 4'3" 2813(1.50") Passed(38%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 902 @ 3'9 1/2" 1980 Passed(46%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 999 @ 2'5 5/8" 1475 Passed(68%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.027 @ 2'2 5/8" 0.138 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Dell.(in) 0.046 @ 2'2 15/16" 0.206 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 4'3"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4'3"o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length Loads to Supports(ibs) Supports Total Available Required Dead Floor Total Accessories Live 1-Stud wall-DF 3.00" 3.00" 1.50" 340 559 899 Blocking 2-Hanger on 5 1/2"DF beam 3.00" Hanger' 1.50" 498 661 1159 See note' •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •'See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Connectors support Model Seat Length Top Nails Face Nails Member Nails Accessories 2-Top Mount Hanger Connector not found N/A N/A N/A N/A Tributary Dead Floor Live Loads Location(side) Width (0.90) (1.00) comments 0-Self Weight(PLF) 0 to 4'3" N/A 4.2 1-Uniform(PLF) 0 to 4'6"(Top) N/A 120.0 240.0 Residential-LivingAreas 2-Point(lb) 3'3"(Top) N/A 280 140 Weyerhaeuser Notes (lj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �( Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator .lob Notes 10/23/2018 6:14:51 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 1 of 1 Page 87 of 129 CITY APPROVED PLANS ten. -wed for ode Cr ce f f� `;Iient mate 0�Q B�lO/SSITE 4Proe t ob N OG 3 IONS Sheet/2 of CaltpT -q - F Page 88 of 129 F O R T E Q MEMBER REPORT Second Floor,Second Unit from End Stair Side Beam CITY APPRG PASSED 2 piecil 2 x 10 Douglas Fir-Larch No. 1 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:6'6" FOR ALL INSPECTIONS r 0 0 i L 6 a o All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual®Location Allowed Result I DF load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1959 @ 6'3" 2813(1.50") Passed(70%) -- 1.0 D+1.0 L(AIL Spans) Member Type:Drop Beam Shear(Ibs) 1583 @ 5'5 3/4" 3330 Passed(48%) 1.00 1.0 D+1.0 L(AIL Spans) Building Use:Residential Moment(Ft-Ibs) 3229 @ 3'2" 3922 Passed(82%) 1.00 1.0 D+1.0 L(AIL Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.029 @ 3'2 1/4" 0.204 Passed(L/999+) -- 1.0 D+1.0 L(AIL Spans) Design Methodology:ASD Total Load Defl.(in) 0.065 @ T 2 1/4" 0.306 Passed(U999+) -- 1.0 D+1.0 L(AIL Spans) Deflection criteria:LL(L/360)and TL(LJ240). Top Edge Bracing(Lu):Top compression edge must be braced at 6'3"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'3"o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead LIZ Total Accessories 1-Stud wall-DF 3.00" 3.00" 1.50" 1089 912 2001 Blocking 2-Hanger on DF stud wall 3.00" Hanger' 1.50" 1131 948 2079 See note' •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •'See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Connectors Support Model seat Length Top Nails Face Nails Member Nails Accessories 2-Top Mount Hanger Connector not found N/A N/A N/A N/A Tributary Dead Floor Live Loads Location(side) Width (0.90) (i.00) Comments 0-Self Weight(PLF) 0 to 6 3" N/A 7.0 1-Uniform(PLF) 0 to 6'6"(Top) N/A 240.0 240.0 Residential-Living Areas 2-Point(lb) 2'3"(Top) N/A 308 150 3-Point(lb) 4'3"(Top) N/A 1 308 150 Weyerhaeuser Notes 4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator Job Notes 10/23/2018 6:22:26 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 1 of 1 Page 89 of 129 MEMBER REPORT Second Floor, Second Unit from End Stair Side Beam CITY APPROVR-&LW)S F 0 R T E 2 piece(s) 2 x 10 Douglas Fir-Larch No. 1 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:6'6" FOR ALL INSPECTIONS 0 0 V a a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual C Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1959 @ 6'3" 2813(1.50") Passed(70%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 1583 @ 5'5 3/4" 3330 Passed(48%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 3229 @ 3'2" 3922 Passed(82%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.029 @ 3'2 1/4" 0.204 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.065 @ 3'2 1/4" 0.306 Passed(U999+) -- 1.0 D+1.0 L(All Spans) Deflection criteria:U.(1-/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 6 3"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6 3"o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length Loads to supports(Ibs) Supports Total Available Required Dead Live Floor Total Accessories 1-Stud wall-DF 3.00" 3.00" 1.50" 1089 912 2001 Blocking 2-Hanger on DF stud wall 3.00" Hanger' 1.50" 1131 948 2079 See note' •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. Connector:Simpson Strom -Tie Connectors support Model Seat Length Top Nails Face Nails Member Nails Accessories 2-Top Mount Hanger Connector not found N/A N/A N/A N/A Tributary Dead Floor Live Loads Location(Side) width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 6 3" N/A 7.0 1-Uniform(PLF) 0 to 6 6"(Top) N/A 240.0 240.0 Residential-Living Areas 2-Point(lb) 2'3"(Top) N/A 308 150 3-Point(lb) 4'3"(Top) N/A 308 150 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator .lob Notes 10/23/2018 6:22:29 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com P Page 90age 1 f of ��9 F O R T E MEMBER REPORT Second Floor, Under Stairs Closet Header CITY APPRO PASSED 2 piece(s) 2 x 6 Douglas Fir-Larch No. 2 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:3' FOR ALL INSPECTIONS 0 0 3' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF load:combination(Pattern) System:Wall Member Reaction(Ibs) 681 @ 0 2813(1.50") Passed(24%) -- 1.0 D+1.0 L(All Spans) Member Type:Header Shear(Ibs) 416 @ 7" 1980 Passed(21%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 511 @ 1'6" 1475 Passed(35%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.008 @ 1'6" 0.100 Passed(L,/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.012 @ 1'6" 0.150 Passed(U999+) -- 1.0 D+1.0 L(All Spans) Deflection criteria:U.(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at T o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at T o/c unless detailed otherwise. Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Total Accessories Live 1-Trimmer-DF 1.50" 1.50" 1.50" 231 450 681 None 2-Trimmer-DF 1.50" 1.50" 1.50" 231 450 681 None Tributary Dead Floor Uve Loads Location(Side) Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 3' N/A 4.2 1-Uniform(PLF) 0 to 3' N/A 150.0 300.0 Residential-LivingAreas Weyerhaeuser Notes (Ij)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/23/2018 6:23:26 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 1 of 1 Page 91 of 129 CITY APPROVED PLANS ,/� Revie Q nre An % KL �. Client �s � � G�1� ��te ��O 3 SITE -- -- ,.jam —— --- i ` Pf!1JCaCi--- � ���� " `� _Eoki ___r, O`[11� (IONS I G � � e,lvEngineer l jeet/0 01 40 S`( WO e e,7) T Page 92 of 129 FTY APPROVED PLANS f- e �I I d le Cor nce vie chent C�rr�-- — ®-- -- Dale � SSITE -- --- - Pro-eci - Job NU. PLC f¢ � ,ONS Lam, n L n , G Engineer�,Q Shoet of, rV l s ` —kz- -71 = /) 9 11 jCJr( 1��� � 7rG(' _ Page 93 of 129 Sage Engineering,Inc. Project Title: Addison Springs Apartments 1693 S.Coronado Ave. Engineer: Brian D. Smith, P.E., S.E. A"PROVED PLANS Boise,ID 83709 Project ID: S182053 > �— Project Descr:Two Story Wood Framed Apartments r Code Compliance 208-855-5082 Office Brians@sage-eng.com I PLANS MUST BE ON JOB SITE www.sage-eng.com Printed:23 OCT 2018, 6:47AM'JS 3eneral Footing File=C:\UserslbdanlOneDdveIDOCUME-11ENERCA-•11S182053AddisonSpringsApartments.ec6. g Software copyright ENERCALC,INC.1983.2018,Build:10.18.10.10. KW-06008893 Licensee: SAGE ENGINEERS INC. Description: Unit B End Columns Code References Calculations per ACI 318-14, IBC 2015, CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-10 General Information Material Properties Soil Design Values fc:Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 312.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.430 cp Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings - Footing base depth below soil surface = 2.0 ft Min Steel /o Bending Reinf. - Allow press.increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = ft Min.Overturning Safety Factor = 1.0 1 Min.Sliding Safety Factor = 1.0 ;1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability,moments&shears Yes = ksf Add Pedestal Wt for Soil Pressure Yes when max.length or width is greater than ft Use Pedestal wt for stability,mom&shear Yes Dimensions Width parallel to X-X Axis = 2.0 It Length parallel to Z-Z Axis = 2.0 It Z Footing Thickness = 8.0 in h Pedestal dimensions... x X px:parallel to X-X Axis = 10 in - pz:parallel to Z-Z Axis = 10.0 in ,; R v Height - 24.0 in Rebar Centerline to Edge of Concrete... 4 4 at Bottom of footing = 3.0 in } � _ o Reinforcing '-0 w 2'A' Bars parallel to X-X Axis Number of Bars = 3 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis -may sr.r w .k�= fK+de a c�c Number of Bars = 3.0 =� r Reinforcing Bar Size = # 4 ' Bandwidth Distribution Check (ACI 15.4.4.2) ' 1 � Direction Requiring Closer Separation ti 4 n/a3. = #Bars required within zone n/a #Bars required on each side of zone n/a Applied Loads D Lr L S W E H P:Column Load = 2.408 1.120 k OB:Overburden = ksf M-xx = k-ft M-zz = k-ft V-x = k V-z = k Page 94 of 129 Sage Engineering,Inc. Project Title: Addison Springs Apartments 1693S.Coronado Ave. Engineer: Brian D. Smith, P.E., S.E. V APPROVED PLANS Boise,ID 83709 Project ID: S182053 Project Descr:Two Story Wood Framed Apartments'cone Compliance 208-855-5082 Office Brians@sage-eng.com PLANS MUST BE ON JOB SITE www.sage-eng.com Printed:23 OCT 2018, 6:47AM General FootingFile=C:\Users\bdan\OneDrive\DOCUME-1\ENERCA-1\S182053 Addison SpdngsApartrnents.ec6 . Software copyright ENERCALC,INC.1902018,Build:10.18.10.10 . KW-06008893 Licensee: SAGE ENGINEERS INC. Description: Unit B End Columns DESIGN SUMMARY - R.INIM Min.Ratio Item Applied Capacity Goveming Load Combination PASS 0.7740 Soil Bearing 1.161 ksf 1.50 ksf +D+S+H about Z-Z axis PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.03248 Z Flexure(+X) 0,2037 k-ft/ft 6.274 k-ft/ft +1.20D+0.50L+1.60S+1.60H PASS 0.03248 Z Flexure(-X) 0,2037 k-ft/ft 6.274 k-ft/ft +1.20D+0.50L+1.60S+1.60H PASS 0.03248 X Flexure(+Z) 0.2037 k-ft/ft 6,274 k-ft/ft +1.20D+0.50L+1.60S+1.60H PASS 0.03248 X Flexure(-Z) 0.2037 k-ft/ft 6.274 k-ft/ft +1.20D+0.50L+1.60S+1.60H PASS 0.04258 1-way Shear(+X) 3.193 psi 75.0 psi +1.20D+0.50L+1.60S+1.60H PASS 0.04258 1-way Shear(-X) 3.193 psi 75.0 psi +1.20D+0.50L+1.60S+1.60H PASS 0.04258 1-way Shear(+Z) 3.193 psi 75.0 psi +1.20D+0.50L+1.60S+1.60H PASS 0.04258 1-way Shear(-Z) 3.193 psi 75.0 psi +1.20D+0.50L+1.60S+1.60H PASS 0.06553 2-way Punching 9.829 psi 150.0 psi +1.20D+0.50L+1.60S+1.60H Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual 1 Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X.+D+H 1.50 n/a 0.0 0.8812 0.8812 n/a n/a 0.588 X-X.+D+L+H 1.50 n/a 0.0 0.8812 0.8812 n/a n/a 0.588 X-X.+D+Lr+H 1.50 n/a 0.0 0.8812 0.8812 n/a n/a 0.588 X-X.+D+S+H 1.50 n/a 0.0 1.161 1.161 n/a n/a 0.774 X-X.+D+0.750Lr+0.750L+H 1.50 n/a 0.0 0.8812 0.8812 n/a n/a 0.588 X-X.+D+0.750L+0.750S+H 1.50 n/a 0.0 1.091 1.091 n/a n/a 0.727 X-X.+D+0.60W+H 1.50 n/a 0.0 0.8812 0.8812 n/a n/a 0.588 X-X.+D+0.70E+H 1.50 n/a 0.0 0.8812 0.8812 n/a n/a 0.588 X-X.+D+0.750Lr+0.750L+0.450W+H 1.50 n/a 0.0 0.8812 0.8812 n/a n/a 0.588 X-X.+D+0.750L+0.750S+0.450W+H 1.50 n/a 0.0 1.091 1.091 n/a n/a 0,727 X-X.+D+0.750L+0.750S+0.5250E+H 1.50 n/a 0.0 1.091 1,091 n/a n/a 0.727 X-X.+0.60D+0.60W+0.60H 1.50 n/a 0.0 0.5287 0.5287 n/a n/a 0.353 X-X.+0.60D+0.70E+0.60H 1.50 n/a 0.0 0.5287 0.5287 n/a n/a 0.353 Z-Z.+D+H 1.50 0.0 n/a n/a n/a 0,8812 0.8812 0.588 Z-Z.+D+L+H 1.50 0.0 n/a n/a n/a 0.8812 0.8812 0.588 Z-Z.+D+Lr+H 1.50 0.0 n/a n/a n/a 0.8812 0.8812 0.588 Z-Z.+D+S+H 1.50 0.0 n/a n/a n/a 1.161 1.161 0.774 Z-Z.+D+0.750Lr+0.750L+H 1.50 0.0 n/a n/a n/a 0.8812 0.8812 0.588 Z-Z.+D+0.750L+0.750S+H 1.50 0.0 n/a n/a n/a 1.091 1.091 0.727 Z-Z.+D+0.60W+H 1.50 0.0 n/a n/a n/a 0.8812 0.8812 0.588 Z-Z.+D+0.70E+H 1.50 0.0 n/a n/a n/a 0.8812 0.8812 0.588 Z-Z.+D+0.750Lr+0.750L+0.450W+H 1.50 0.0 n/a n/a n/a 0.8812 0.8812 0.588 Z-Z.+D+0.750L+0.750S+0.450W+H 1.50 0.0 n/a n/a n/a 1.091 1,091 0.727 Z-Z.+D+0.750L+0.750S+0.5250E+H 1.50 0.0 n/a n/a n/a 1,091 1.091 0.727 Z-Z.+0.60D+0.60W+0.60H 1.50 0.0 n/a n/a n/a 0.5287 0.5287 0.353 Z-Z.+0.60D+0.70E+0.60H 1,50 0.0 n/a n/a n/a 0.5287 0.5287 0,353 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding Page 95 of 129 Sage Engineering,Inc. Project Title: Addison Springs Apartments 1693 S.Coronado Ave. Engineer: Brian D. Smith, P.E., S.E. V AnQROVED PLANS Boise,ID 83709 Project ID: S182053 a t�- - Project Descr:Two Story Wood Framed Apartments'cone co,�,Pra��e VL 208-855-5082 Office PLANS MUST BE ON JOB SITE Brians@sage-eng.com LN"-N` ' \"�" www.sage-eng.com Printed:23 OCT 2018, 6:47AM 3eneral Footing File=C:\UserslbrianlOneDdveIDOCUME-�11ENERCA--11S182053 Addison Springs Apartments.ec6 . g Software co ri ht ENERCALC,INC.1983-2018,Build:10.18.10.10 . KW-06008893 Licensee: SAGE ENGINEERS INC. Description: Unit B End Columns Footing Flexure Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Flexure Axis&Load Combination Status k-ft Surface inA2 inA2 inA2 k-ft X-X.+1.40D+1.60H 0.1488 +Z Bottom 0.1728 Min Temp% 0.30 6,274 OK X-X,+1.40D+1.60H 0.1488 -Z Bottom 0.1728 Min Temp% 0.30 6.274 OK X-X,+1.20D+0.50Lr+1.60L+1.60H 0.1275 +Z Bottom 0.1728 Min Temp% 0.30 6.274 OK X-X.+1.20D+0.50Lr+1.60L+1.60H 0.1275 -Z Bottom 0.1728 Min Temp% 0.30 6,274 OK X-X.+1.20D+1.60L+0.50S+1.60H 0.1513 +Z Bottom 0.1728 Min Temp% 0.30 6.274 OK X-X.+1.20D+1.60L+0.50S+1.60H 0.1513 -Z Bottom 0.1728 Min TemD% 0.30 6.274 OK X-X.+1.20D+1.60Lr+0.50L+1.60H 0.1275 +Z Bottom 0.1728 Min Temp% 0.30 6.274 OK X-X,+1.20D+1.60Lr+0.50L+1.60H 0.1275 -Z Bottom 0.1728 Min Temp% 0.30 6.274 OK X-X,+1.20D+1.60Lr+0.50W+1.60H 0.1275 +Z Bottom 0.1728 Min Temp% 0.30 6.274 OK X-X.+1.20D+1.60Lr+0.50W+1.60H 0.1275 -Z Bottom 0.1728 Min Temp% 0.30 6.274 OK X-X,+1.20D+0.50L+1.60S+1.60H 0.2037 +Z Bottom 0,1728 Min Temp% 0.30 6.274 OK X-X,+1.20D+0.50L+1.60S+1.60H 0.2037 -Z Bottom 0.1728 Min Temp% 0.30 6.274 OK X-X,+1.20D+1.60S+0.50W+1.60H 0.2037 +Z Bottom 0.1728 Min TemD% 0.30 6.274 OK X-X,+1.20D+1.60S+0.50W+1.60H 0.2037 -Z Bottom 0,1728 Min Temp% 0.30 6.274 OK X-X,+1.20D+0.50Lr+0.50L+W+1.60H 0.1275 +Z Bottom 0.1728 Min TemD% 0.30 6.274 OK X-X.+1.20D+0.50Lr+0.50L+W+1.60H 0,1275 -Z Bottom 0.1728 Min Temp% 0.30 6.274 OK X-X,+1.20D+0.50L+0.50S+W+1.60H 0.1513 +Z Bottom 0.1728 Min Temp% 0.30 6.274 OK X-X,+1.20D+0.50L+0.50S+W+1.60H 0.1513 -Z Bottom 0.1728 Min Temp% 0.30 6.274 OK X-X.+1.20D+0.50L+0,20S+E+1.60H 0.1370 +Z Bottom 0.1728 Min Temp% 0.30 6.274 OK X-X.+1.20D+0.50L+0.20S+E+1.60H 0,1370 -Z Bottom 0.1728 Min Temp% 0.30 6.274 OK X-X.+0.90D+W+0,90H 0.09563 +Z Bottom 0.1728 Min Temp% 0.30 6.274 OK X-X.+0.90D+W+0,90H 0.09563 -Z Bottom 0.1728 Min TemD% 0.30 6.274 OK X-X,+0.90D+E+0.90H 0.09563 +Z Bottom 0.1728 Min Temp% 0.30 6.274 OK X-X,+0.90D+E+0.90H 0.09563 -Z Bottom 0.1728 Min Temp% 0.30 6.274 OK Z-Z.+1.40D+1.60H 0.1488 -X Bottom 0.1728 Min TemD% 0.30 6.274 OK Z-Z,+1.40D+1.60H 0,1488 +X Bottom 0.1728 Min Temp% 0.30 6.274 OK Z-Z,+1.20D+0.50Lr+1.60L+1.60H 0.1275 -X Bottom 0.1728 Min TemD% 0.30 6.274 OK Z-Z,+1.20D+0.50Lr+1.60L+1.60H 0.1275 +X Bottom 0.1728 Min TemD% 0.30 6,274 OK Z-Z,+1.20D+1.60L+0.50S+1.60H 0.1513 -X Bottom 0.1728 Min Temp% 0.30 6.274 OK Z-Z,+1.20D+1.60L+0.50S+1.60H 0.1513 +X Bottom 0.1728 Min TemD% 0.30 6.274 OK Z-Z.+1.20D+1.60Lr+0.50L+1.60H 0.1275 -X Bottom 0.1728 Min TemD% 0.30 6,274 OK Z-Z,+1.20D+1.60Lr+0.50L+1.60H 0.1275 +X Bottom 0.1728 Min Temp% 0.30 6.274 OK Z-Z,+1.20D+1.60Lr+0.50W+1.60H 0.1275 -X Bottom 0.1728 Min TemD% 0.30 6.274 OK Z-Z.+1.20D+1.60Lr+0.50W+1.60H 0.1275 +X Bottom 0.1728 Min Temp% 0.30 6.274 OK Z-Z,+1.20D+0.50L+1.60S+1.60H 0.2037 -X Bottom 0.1728 Min Temp% 0.30 6.274 OK Z-Z.+1.20D+0.50L+1.60S+1.60H 0.2037 +X Bottom 0.1728 Min TemD% 0.30 6.274 OK Z-Z,+1.20D+1.60S+0.50W+1.60H 0.2037 -X Bottom 0.1728 Min Temp% 0.30 6.274 OK Z-Z,+1.20D+1.60S+0.50W+1.60H 0.2037 +X Bottom 0.1728 Min TemD% 0.30 6.274 OK Z-Z.+1.20D+0.50Lr+0.50L+W+1.60H 0,1275 -X Bottom 0.1728 Min TemD% 0.30 6.274 OK Z-Z,+1.20D+0.50Lr+0.50L+W+1.60H 0.1275 +X Bottom 0.1728 Min Temp% 0.30 6.274 OK Z-Z,+1.20D+0.50L+0,50S+W+1.60H 0.1513 -X Bottom 0.1728 Min TemD% 0.30 6.274 OK Z-Z.+1.20D+0.50L+0.50S+W+1,60H 0,1513 +X Bottom 0.1728 Min Temp% 0.30 6.274 OK Z-Z,+1.20D+0.50L+0.20S+E+1.60H 0.1370 -X Bottom 0.1728 Min Temp% 0.30 6.274 OK Z-Z,+1.20D+0.50L+0.20S+E+1.60H 0.1370 +X Bottom 0.1728 Min TemD% 0.30 6.274 OK Z-Z,+0,90D+W+0,90H 0.09563 -X Bottom 0,1728 Min Temp% 0.30 6.274 OK Z-Z,+0.90D+W+0.90H 0.09563 +X Bottom 0.1728 Min TemD% 0.30 6.274 OK Z-Z.+0.90D+E+0.90H 0.09563 -X Bottom 0.1728 Min TemD% 0.30 6.274 OK Z-Z,+0.90D+E+0.90H 0.09563 +X Bottom 0.1728 Min Temp% 0.30 6.274 OK One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu 1 Phi*Vn Status +1.40D+1.60H 2,33 osi 2.33 psi 2.33 psi 2.33 psi 2.33 Dsi 75.00 Dsi 0.03 OK +1.20D+0.50Lr+1.60L+1.60H 2.00 Dsi 2.00 Dsi 2.00 Dsi 2.00 Dsi 2.00 psi 75.00 psi 0.03 OK +1.20D+1.60L+0.50S+1.60H 2,37 psi 2.37 psi 2.37 psi 2.37 psi 2.37 Dsi 75.00 Dsi 0.03 OK +1.20D+1.60Lr+0.50L+1.60H 2.00 psi 2.00 psi 2.00 Dsi 2.00 Dsi 2.00 psi 75.00 psi 0.03 OK +1.20D+1.60Lr+0.50W+1.60H 2,00 psi 2.00 Dsi 2.00 psi 2.00 Dsi 2.00 Dsi 75.00 Dsi 0.03 OK +1.20D+0.50L+1,60S+1.60H 3.19 Dsi 3.19 psi 3.19 Dsi 3.19 Dsi 3.19 psi 75.00 psi 0.04 OK +1.20D+1.60S+0.50W+1.60H 3,19 Dsi 3.19 Dsi 3.19 Dsi 3.19 psi 3.19 Dsi 75.00 Dsi 0.04 OK +1.20D+0.50Lr+0.50L+W+1.60H 2.00 psi 2.00 Dsi 2.00 Dsi 2.00 Dsi 2.00 psi 75.00 psi 0.03 OK +1.20D+0.50L+0.50S+W+1.60H 2.37 Dsi 2.37 Dsi 2.37 Dsi 2.37 psi 2.37 Dsi 75.00 Dsi 0.03 OK +1.20D+0.50L+0.20S+E+1.60H 2.15 psi 2.15 psi 2.15 psi 2.15 Dsi 2.15 Dsi 75.00 psi 0.03 OK +0.90D+W+0,90H 1.50 Dsi 1.50 Dsi 1.50 Dsi 1.50 psi 1.50 psi 75.00 Dsi 0.02 OK Page 96 of 129 Sage Engineering,Inc. Project Title: Addison Springs Apartment 1693 S.Coronado Ave. Engineer: Brian D. Smith, P.E., S.E. ry APPROVED PLANS Boise,ID 83709 Project ID: S182053 Project Descr:Two Story Wood Framed Apartmentg'Code Compliance 208-855-5082 Office Brians@sage-eng.com PLANS MUST BE ON JOB SITE 1"i i-1-1."211" www.sage-eng.com Printed:23 OCT 2018, 6:47AM I5 General Footing File=C:IUserslbrianlOneDriveIDOCUME-11ENERCA-11S182053AddisonSpring�Apartments.ec6 g Software co ri ht ENERCALC,INC.1983-2018, Description: Unit B End Columns One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu 1 Phi*Vn Status +0.90D+E+0.90H 1.50 Dsi 1.50 Dsi 1.50 psi 1.50 Dsi 1.50 psi 75.00 Dsi 0.02 OK Two-Way"Punching"Shear All units k Load Combination... Vu Phi*Vn Vu 1 Phi*Vn Status +1.40D+1.60H 7.18 Dsi 150.00Dsi 0.04785 OK +1.20D+0.5OLr+1.60L+1.60H 6.15 psi 150.00DSi 0.04101 OK +1.20D+1.60L+0.50S+1.60H 7.30 psi 150.00Dsi 0.04867 OK +1.20D+1.6OLr+0.50L+1.60H 6.15 Dsi 150.00osi 0.04101 OK +1.20D+1.6OLr+0.50W+1.60H 6.15 Dsi 150.00Dsi 0.04101 OK +1.20D+0.50L+1.60S+1.60H 9.83 Dsi 150.00Dsi 0.06553 OK +1.20D+1.60S+0.50W+1.60H 9.83 Dsi 150.00osi 0.06553 OK +1.20D+0.5OLr+0.50L+W+1.60H 6.15 Dsi 150.00Dsi 0.04101 OK +1.20D+0.50L+0.50S+W+1.60H 7.30 Dsi 150.00Dsi 0.04867 OK +1.20D+0.50L+0.20S+E+1.60H 6.61 psi 150.00Dsi 0.04408 OK +0.90D+W+0.90H 4.61 psi 150.00Dsi 0.03076 OK +0.90D+E+0.90H 4.61 Dsi 150.00Dsi 0.03076 OK Page 97 of 129 3 tf) O _N (O rl- 0 M_ O W N N c- N M � N 0C14U) O O O � M It IT 'It tOVEDPLANS O r M W c- N - 00 N M a- t- NCO O CO N > > > M CO N N 0 0 1,- (O V N (A P- V N O n LO CO a. to to Ln W 0 Lo d' V• sr V• V• M MMMN N N N r Code Compliance T BE ON JOB SITE 0 0 O) M r� to CO O O M (O O) 0 0) 00 (000r- r- (O (O (OMOr- - - - V) M � 0000 INSPECTIONS O N M O N_ 0) 6 v OP-� O 4 Ln _ Ln 0 . r. . f. > > > O rn V M W (O N 00 N O O M M - O O M o Q Q Q V' aM- N x LL N 00 N M N VM O 000 P, O LO V; t M > > > CNjMP- O) (O V' MN .- � � � OOOOOOOOQQQ LL 3 P- W 0 M O O M 0 M 0 N M h LO O h M LO N O O O Ln N - O P- V' 0M O 0 V' - V' LO W LO O Ln O r- O (0 W L6 000 O raoti aoOOO t000t0a0N > > > V' MMMN �- 000000LnMO00O V' N OO) 0 � � •� Qd V' � � � � � V' MMMMMMNNNNN � �k �k �k CL O Z V co r- V• ao .- ao cO to cO r-co r L0Ln � (O V Lf) ORORgr' 7M 0) NITr-- I- LO > CO MMr- 000M VOOM0) 0000MM _ OoN Cl) > > r - - r - - - - - - - - O- -O M W M P- W 0 I I W _ L 00000LnMM0 N (O V' V' LOWNr- � N000LO04006) M00lnM �- OaotiOLnLn V; > > > 8It N � � Ln M N N •-- r- � � 0 CD 00 00 0LL Q�k Q�k Qk fl 0.' 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Project Title: Addison Springs Apartments 1693S.Coronado Ave. Engineer: Brian D. Smith, P.E., S.E. V ^"PROVED PLANS Boise,ID 83709 Project ID: S182053 > � 208 855-5082 Office Project Descr:Two Story Wood Framed Apartments r Code Compliance VL'%*._tl " Brians@sage-eng.com PLANS MUST BE ON JOB SITE L211C; :" "''11" www.sage-eng.com Printed:23 OCT 2018, 6:57AM General Footing File=C:\UserslbdanlOneDriveIDOCUME-11ENERCA-11S182053 Addison Springs Apartments.ec6. g Software copyright ENERCALC,INC.1983-2018,Build:10.18.10.10. KW-06008893 Licensee :SAGE ENGINEERS INC. Description: Unit B Front Comer Deck Columns Code References Calculations per ACI 318-14, IBC 2015, CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-10 General Information Material Properties Soil Design Values fc:Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 314.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.350 cp Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = 2.0 It Min Steel%Bending Reinf. = Allow press.increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = it Min.Overturning Safety Factor = 1.0 :1 Min.Sliding Safety Factor = 1.0 :1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability,moments&shears Yes = ksf Add Pedestal Wt for Soil Pressure Yes when max.length or width is greater than = ft Use Pedestal wt for stability,mom&shear Yes Dimensions Width parallel to X-X Axis = 3.0 it Length parallel to Z-Z Axis = 3.0 ft Z Footing Thickness = 8.0 in Pedestal dimensions... px:parallel to X-X Axis = 10 in pz:parallel to Z-Z Axis = 10.0 in r : Height - 24.0 in Rebar Centerline to Edge of Concrete... at Bottom of footing = 3.0 in v a Reinforcing 3-0 Bars parallel to X-X Axis Number of Bars = 3 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis r Number of Bars = 3.0 Reinforcing Bar Size = # 4 4 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation HiM #Bars required within zone n/a #Bars required on each side of zone n/a Applied Loads D Lr L S W E H P:Column Load = 4.171 4.240 k OB:Overburden = ksf M-xx = k-ft M-zz = k-ft V-x = k V-z = k Page 99 of 129 Sage Engineering,Inc. Project Title: Addison Springs Apartments 1693S.Coronado Ave. Engineer: Brian D. Smith, P.E., S.E. "v APPROVED PLANS Boise,ID 83709 Project ID: S182053 A, ,r-- Project Descr:Two Story Wood Framed Apartments r code compliance 208-855-5082 Office %*,A Brians@sage-eng.com PLANS MUST BE ON JOB SITE LL""`' www.sage-en.g.com Printed:23 OCT 2018, 6:57AM S 3eneral Footing File=C:1UserslbdanlOneDdve\DOCUME-11ENERCA-11S182053 Addison Springs Apartments.ec6 . g Software copyright ENERCALC,INC.1983-2018,Build:10.18.10.10. KW-06008893 Licensee : SAGE ENGINEERS INC.-'i Description: Unit B Front Comer Deck Columns DESIGN SUMMARY - a • Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.8007 Soil Bearing 1.201 ksf 1.50 ksf +D+S+H about Z-Z axis PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.1809 Z Flexure(+X) 0.7757 k-ft/ft 4.288 k-ft/ft +1.20D+0.50L+1.60S+1.60H PASS 0.1809 Z Flexure(-X) 0.7757 k-ft/ft 4.288 k-ft/ft +1.20D+0.50L+1.60S+1.60H PASS 0.1809 X Flexure(+Z) 0,7757 k-ft/ft 4.288 k-ft/ft +1.20D+0.50L+1.60S+1.60H PASS 0.1809 X Flexure(-Z) 0.7757 k-ft/ft 4,288 k-ft/ft +1.20D+0.50L+1.60S+1.60H PASS 0.1939 1-way Shear(+X) 14.541 psi 75.0 psi +1.20D+0.50L+1.60S+1.60H PASS 0.1939 1-way Shear(-X) 14.541 psi 75.0 psi +1.20D+0.50L+1.60S+1.60H PASS 0.1939 1-way Shear(+Z) 14.541 psi 75.0 psi +1.20D+0.50L+1.60S+1.60H PASS 0.1939 1-way Shear(-Z) 14.541 psi 75.0 psi +1.20D+0.50L+1.60S+1.60H PASS 0.2178 2-way Punching 32.663 psi 150.0 psi +1.20D+0.50L+1.60S+1.60H Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual 1 Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X.+D+H 1.50 n/a 0.0 0.7301 0.7301 n/a n/a 0.487 X-X.+D+L+H 1.50 n/a 0.0 0.7301 0.7301 n/a n/a 0.487 X-X.+D+Lr+H 1.50 n/a 0.0 0.7301 0.7301 n/a n/a 0,487 X-X.+D+S+H 1.50 n/a 0.0 1.201 1.201 n/a n/a 0.801 X-X.+D+0.750Lr+0.750L+H 1.50 n/a 0.0 0.7301 0.7301 n/a n/a 0.487 X-X.+D+0.750L+0.750S+H 1.50 n/a 0.0 1.083 1.083 n/a n/a 0.722 X-X.+D+0.60W+H 1.50 n/a 0.0 0.7301 0.7301 n/a n/a 0.487 X-X.+D+0.70E+H 1.50 n/a 0.0 0.7301 0.7301 n/a n/a 0.487 X-X.+D+0.750Lr+0.750L+0.450W+H 1.50 n/a 0.0 0.7301 0.7301 n/a n/a 0.487 X-X,+D+0.750L+0.750S+0.450W+H 1.50 n/a 0.0 1.083 1.083 n/a n/a 0.722 X-X.+D+0.750L+0.750S+0.5250E+H 1.50 n/a 0.0 1.083 1.083 n/a n/a 0.722 X-X.+0.60D+0.60W+0.60H 1.50 n/a 0.0 0,4381 0.4381 n/a n/a 0.292 X-X.+0.60D+0.70E+0.60H 1.50 n/a 0.0 0,4381 0.4381 n/a n/a 0.292 Z-Z.+D+H 1.50 0.0 n/a n/a n/a 0.7301 0.7301 0.487 Z-Z,+D+L+H 1.50 0.0 n/a n/a n/a 0.7301 0.7301 0.487 Z-Z.+D+Lr+H 1.50 0.0 n/a n/a n/a 0.7301 0,7301 0.487 Z-Z.+D+S+H 1.50 0.0 n/a n/a n/a 1.201 1.201 0.801 Z-Z,+D+0.750Lr+0.750L+H 1.50 0.0 n/a n/a n/a 0.7301 0.7301 0.487 Z-Z,+D+0.750L+0.750S+H 1.50 0.0 n/a n/a n/a 1.083 1.083 0.722 Z-Z.+D+0.60W+H 1.50 0.0 n/a n/a n/a 0.7301 0.7301 0.487 Z-Z.+D+0.70E+H 1.50 0.0 n/a n/a n/a 0.7301 0,7301 0.487 Z-Z.+D+0.750Lr+0.750L+0.450W+H 1.50 0.0 n/a n/a n/a 0.7301 0.7301 0.487 Z-Z.+D+0.750L+0.750S+0.450W+H 1.50 0.0 n/a n/a n/a 1.083 1.083 0.722 Z-Z.+D+0.750L+0.750S+0.5250E+H 1.50 0.0 n/a n/a n/a 1.083 1.083 0.722 Z-Z.+0.60D+0.60W+0.60H 1.50 0.0 n/a n/a n/a 0.4381 0.4381 0.292 Z-Z.+0.60D+0.70E+0.60H 1.50 0.0 n/a n/a n/a 0.4381 0,4381 0.292 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding Page 100 of 129 Sage Engineering,Inc. Project Title: Addison Springs Apartments 1693 S.Coronado Ave. Engineer: Brian D. Smith, P.E., S.E. V A"PROVED PLANS Boise,ID 83709 Project ID: S182053 ' 208-855-5082 Office Project Descr.Two Story Wood Framed Apartments'cone Compliance V `l A Ld Brians@sage-eng.com PLANS MUST BE ON JOB SITE www.sage-eng.com Printed:23 OCT 2018, 6:57AM s 3eneral Footing File=C:lUsers%6anlOneDdve\DOCUME--IIENERCA--11S182053 Addison Springs Apartments.ec6 . g Software copyri ht ENERCALC,INC.1983-2018,Build:10.18.10.10 . KW-06008893 Licensee : SAGE ENGINEERS INC. Description: Unit B Front Comer Deck Columns Footing Flexure Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Flexure Axis&Load Combination Status k-ft Surface inA2 in12 in12 k-ft X-X.+1.40D+1.60H 0.3890 +Z Bottom 0.1728 Min Two% 0.20 4.288 OK X-X.+1.40D+1.60H 0.3890 -Z Bottom 0.1728 Min Temp% 0.20 4.288 OK X-X.+1.20D+0.50Lr+1.60L+1.60H 0.3334 +Z Bottom 0.1728 Min Temp% 0.20 4.288 OK X-X.+1.20D+0.50Lr+1.60L+1.60H 0.3334 -Z Bottom 0.1728 Min TemD% 0.20 4,288 OK X-X.+1.20D+1.60L+0.50S+1.60H 0,4716 +Z Bottom 0.1728 Min TemD% 0.20 4.288 OK X-X.+1.20D+1.60L+0.50S+1.60H 0.4716 -Z Bottom 0.1728 Min Temp% 0.20 4.288 OK X-X.+1.20D+1.60Lr+0.50L+1.60H 0.3334 +Z Bottom 0.1728 Min Temp% 0.20 4.288 OK X-X.+1.20D+1.60Lr+0.50L+1.60H 0.3334 -Z Bottom 0.1728 Min TemD% 0.20 4.288 OK X-X.+1.20D+1.60Lr+0.50W+1.60H 0.3334 +Z Bottom 0.1728 Min TemD% 0.20 4.288 OK X-X.+1.20D+1.60Lr+0.50W+1.60H 0.3334 -Z Bottom 0.1728 Min Temp% 0.20 4.288 OK X-X.+1.20D+0.50L+1.60S+1.60H 0.7757 +Z Bottom 0.1728 Min TemD% 0.20 4.288 OK X-X.+1.20D+0.50L+1.60S+1.60H 0.7757 -Z Bottom 0.1728 Min TemD% 0.20 4.288 OK X-X.+1.20D+1.60S+0.50W+1.60H 0.7757 +Z Bottom 0.1728 Min TemD% 0.20 4.288 OK X-X.+1.20D+1.60S+0.50W+1.60H 0.7757 -Z Bottom 0.1728 Min TemD% 0.20 4.288 OK X-X.+1.20D+0.50Lr+0.50L+W+1.60H 0.3334 +Z Bottom 0.1728 Min TemD% 0.20 4.288 OK X-X.+1.20D+0.50Lr+0.50L+W+1.60H 0.3334 -Z Bottom 0.1728 Min TemD% 0.20 4.288 OK X-X.+1.20D+0.50L+0.50S+W+1.60H 0.4716 +Z Bottom 0.1728 Min TemD% 0.20 4.288 OK X-X.+1.20D+0.50L+0.50S+W+1.60H 0.4716 -Z Bottom 0.1728 Min TemD% 0.20 4.288 OK X-X.+1.20D+0.50L+0.20S+E+1.60H 0.3887 +Z Bottom 0.1728 Min TemD% 0.20 4.288 OK X-X.+1.20D+0.50L+0.20S+E+1.60H 0.3887 -Z Bottom 0.1728 Min TemD% 0.20 4.288 OK X-X.+0.90D+W+0,901-1 0.2501 +Z Bottom 0.1728 Min TemD% 0.20 4.288 OK X-X.+0.90D+W+0.90H 0.2501 -Z Bottom 0.1728 Min Temp% 0.20 4.288 OK X-X.+0.90D+E+0.90H 0.2501 +Z Bottom 0.1728 Min TemD% 0.20 4.288 OK X-X.+0.90D+E+0.90H 0.2501 -Z Bottom 0.1728 Min TemD% 0.20 4.288 OK Z-Z.+1.40D+1.60H 0.3890 -X Bottom 0.1728 Min TemD% 0.20 4.288 OK Z-Z.+1.40D+1.60H 0.3890 +X Bottom 0.1728 Min TemD% 0.20 4.288 OK Z-Z.+1.20D+0.50Lr+1.60L+1.60H 0.3334 -X Bottom 0.1728 Min TemD% 0.20 4.288 OK Z-Z.+1.20D+0.50Lr+1.60L+1.60H 0.3334 +X Bottom 0.1728 Min Temp% 0.20 4.288 OK Z-Z.+1.20D+1.60L+0.50S+1.60H 0.4716 -X Bottom 0.1728 Min TemD% 0.20 4.288 OK Z-Z.+1.20D+1.60L+0.50S+1.60H 0.4716 +X Bottom 0.1728 Min Temp% 0.20 4.288 OK Z-Z.+1.20D+1.60Lr+0.50L+1.60H 0.3334 -X Bottom 0,1728 Min Temp% 0.20 4.288 OK Z-Z.+1.20D+1.60Lr+0.50L+1.60H 0.3334 +X Bottom 0.1728 Min TemD% 0.20 4.288 OK Z-Z.+1.20D+1.60Lr+0.50W+1.60H 0.3334 -X Bottom 0.1728 Min Temp% 0.20 4.288 OK Z-Z.+1.20D+1.60Lr+0.50W+1.60H 0.3334 +X Bottom 0,1728 Min TemD% 0.20 4.288 OK Z-Z.+1.20D+0.50L+1.60S+1.60H 0,7757 -X Bottom 0.1728 Min Temp% 0.20 4.288 OK Z-Z.+1.20D+0.50L+1.60S+1.60H 0.7757 +X Bottom 0,1728 Min Temo% 0.20 4.288 OK Z-Z.+1.20D+1.60S+0.50W+1.60H 0.7757 -X Bottom 0,1728 Min TemD% 0.20 4.288 OK Z-Z.+1.20D+1.60S+0.50W+1.60H 0,7757 +X Bottom 0.1728 Min TemD% 0.20 4.288 OK Z-Z.+1.20D+0.50Lr+0.50L+W+1.60H 0.3334 -X Bottom 0.1728 Min TemD% 0.20 4.288 OK Z-Z.+1.20D+0.50Lr+0.50L+W+1.60H 0.3334 +X Bottom 0.1728 Min TemD% 0.20 4.288 OK Z-Z.+1.20D+0.50L+0.50S+W+1.60H 0.4716 -X Bottom 0.1728 Min Temo% 0.20 4.288 OK Z-Z,+1.20D+0.50L+0.50S+W+1.60H 0.4716 +X Bottom 0.1728 Min TemD% 0.20 4.288 OK Z-Z.+1.20D+0.50L+0.20S+E+1.60H 0.3887 -X Bottom 0.1728 Min TemD% 0.20 4.288 OK Z-Z.+1.20D+0.50L+0.20S+E+1.60H 0.3887 +X Bottom 0.1728 Min Temp% 0.20 4.288 OK Z-Z.+0.90D+W+0.90H 0.2501 -X Bottom 0.1728 Min TemD% 0.20 4.288 OK Z-Z.+0.90D+W+0.90H 0,2501 +X Bottom 0.1728 Min Temp% 0.20 4.288 OK Z-Z.+0.90D+E+0.90H 0.2501 -X Bottom 0.1728 Min TemD% 0.20 4,288 OK Z-Z.+0.90D+E+0.90H 0.2501 +X Bottom 0.1728 Min Temo% 0.20 4.288 OK One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu I Phi*Vn Status +1.40D+1.60H 7.29 psi 7.29 Dsi 7.29 psi 7.29 psi 7.29 Dsi 75.00 psi 0.10 OK +1.20D+0.50Lr+1.60L+1.60H 6,25 psi 6.25 psi 6.25 psi 6.25 psi 6.25 psi 75.00 Dsi 0.08 OK +1.20D+1.60L+0.50S+1.60H 8.84 Dsi 8.84 psi 8.84 psi 8.84 psi 8.84 psi 75.00 psi 0.12 OK +1.20D+1.60Lr+0.50L+1.60H 6,25 Dsi 6.25 psi 6.25 Dsi 6.25 psi 6.25 Dsi 75.00 Dsi 0.08 OK +1.20D+1.60Lr+0.50W+1.60H 6.25 Dsi 6.25 Dsi 6.25 psi 6.25 psi 6.25 psi 75.00 psi 0.08 OK +1.20D+0.50L+1.60S+1.60H 14.54 psi 14.54 psi 14.54 psi 14.54 psi 14.54 Dsi 75.00 Dsi 0.19 OK +1.20D+1.60S+0.50W+1.60H 14.54 Dsi 14.54 Dsi 14.54 psi 14.54 Dsi 14.54 Dsi 75.00 Dsi 0.19 OK +1.20D+0.50Lr+0.50L+W+1.60H 6.25 Dsi 6.25 psi 6.25 psi 6.25 psi 6.25 psi 75.00 Dsi 0.08 OK +1.20D+0.50L+0.50S+W+1.60H 8.84 Dsi 8.84 Dsi 8.84 Dsi 8.84 Dsi 8,84 Dsi 75.00 Dsi 0.12 OK +1.20D+0.50L+0.20S+E+1.60H 7.29 Dsi 7.29 psi 7.29 psi 7.29 Dsi 7.29 psi 75.00 psi 0.10 OK +0.90D+W+0.90H 4,69 Dsi 4.69 Dsi 4.69 Dsi 4.69 Dsi 4.69 psi 75.00 Dsi 0.06 OK Page 101 of 129 Sage Engineering,Inc. Project Title: Addison Springs Apartments 1693 S.Coronado Ave. Engineer: Brian D. Smith, P.E., S.E. V A"PROVED PLANS Boise,ID 83709 Project ID: S182053 A208-855-5082 Office��-- Project Descr.Two Story Wood Framed Apartments rCodeCompliance Brians@sage-eng.com PLANS MUST BE ON JOB SITE www.sage-eng.com Printed:23 OCT 2018, 6:57AM 3eneral Footing File=C:lUsers%NanlOneDdveIDOCUME-11ENERCA-11S182053 Addison Springs Apartments.ec6 . g Software copyright ENERCALC,INC.1902018,Build:10.18.10.10 . Description: Unit B Front Comer Deck Columns One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu 1 Phi*Vn Status +0.90D+E+0.90H 4.69 osi 4.69 Dsi 4.69 psi 4.69 psi 4.69 Dsi 75.00 Dsi 0.06 OK Two-Way"Punching"Shear All units k Load Combination... Vu Phi*Vn Vu 1 Phi*Vn Status +1.40D+1.60H 16.38 psi 150.00osi 0,1092 OK +1.20D+0.5OLr+1.60L+1.60H 14.04 psi 150.00psi 0.09359 OK +1.20D+1.60L+0.50S+1.60H 19.86 psi 150.00psi 0.1324 OK +1.20D+1.6OLr+0.50L+1.60H 14.04 Dsi 150.00osi 0,09359 OK +1.20D+1.6OLr+0.50W+1.60H 14.04 psi 150.00psi 0.09359 OK +1.20D+0.50L+1.60S+1.60H 32.66 psi 150.00Dsi 0.2178 OK +1.20D+1.60S+0.50W+1.60H 32.66 Dsi 150.00psi 0.2178 OK +1.20D+0.5OLr+0.50L+W+1.60H 14.04 psi 150.00psi 0.09359 OK +1.20D+0.50L+0.50S+W+1.60H 19.86 Dsi 150.00psi 0.1324 OK +1.20D+0.50L+0.20S+E+1.60H 16.37 psi 150.00psi 0,1091 OK +0.90D+W+0.90H 10.53 psi 150.00psi 0.07019 OK +0.90D+E+0.90H 10.53 Dsi 150.00Dsi 0.07019 OK Page 102 of 129 CITY APPROVED PLANS R-iaC Iii e n t Date �2d SITE A A Project Job No. 'Isdo LImo-KIN 1,EARNIG Sh-eet/r Of f; �-a-� / � `j ,��.� - Flo ( ��.� 01T 7 ' ce-1 i7l d Page 103 of 129 1 CITY APPROVED PLANS Rev ed _ -Compliance Client ff f� tF' �) p� -- -- � ------- ��_``� rr Q10 SITE iCijF CIJ? 9 J�, tJt� DNS 1001 Al _zj �K Q `r n l0 fz'rS 6€L,� op 00 too f 4akool-e Page 104 of 129 MEMBER REPORT Clubhouse,Roof.'Joist CITY APPRC FrJ =ft5- FORTE . 1 piece(s) 2 x 8 Douglas Fir-Larch No. 1 @ 24" OC Reviewed for Cc ®e:;" eng V tz— PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Overall Sloped Length: 13'1 15/16" 0 0 12 61 L4' 7-6- All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual®Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 760 @ 4'3 3/8" 7075(6.75") Passed(11%) -- 1.0 D+1.0 S(All Spans) Member Type:Joist Shear(Ibs) 334 @ 511 1/4" 1501 Passed(22%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) -766 @ 4'3 3/8" 1738 Passed(44%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.137 @ 0 0.319 Passed(2L/836) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASO Total Load Defl.(in) 0.202 @ 0 0.479 Passed(2L/570) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:6/12 Deflection criteria:LL(L/360)and TL(L/240). Overhang deflection criteria:LL(2L/360)and TL(2L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 12'10"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12'10"o/c unless detailed otherwise. A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Beveled Plate-OF 6.75" 6.75" 1.50" 305 455 760 Blocking 2-Beveled Plate-OF 3.38" 3.38" 1.50" 81 153 234 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Snow Loads Location(Side) Spacing (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 11'6" 24" 15.0 25.0 Roof Weyerhaeuser Notes A SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �I Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,Job Notes 10/26/2018 8:32:56 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 1 of 1 Page 105 of 129 MEMBER REPORT Clubhouse,Right Canopy Center Roof Beam CITY APPRO`® MNS a F 0 R T E 1 pieces) 6 3/4" x 10 1/2" 24F-V8 DF Glulam Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length: 18' FOR ALL INSPECTIONS 0 0 � n All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combinatlon(Pattern) System:Roof Member Reaction(Ibs) 3440 @ 14'9 1/4" 23203(5.50") Passed(15%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 2061 @ 13'8" 14399 Passed(14%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 7717 @ 7'3 9/16" 28527 Passed(27%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC 2012 Neg Moment(Ft-Ibs) -1659 @ 14'9 1/4" 28527 Passed(6%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASO Live Load Defl.(in) -0.099 @ 18' 1 0.215 1 Passed(2L/782) I -- 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 Total Load Defl.(in) -0.159 @ 18' 0.323 Passed(2L/488) 1.0 D+1.0 S(Alt Spans) Deflection criteria:ILL(L/360)and TL(1-/240). Overhang deflection criteria:ILL(2L/360)and TL(2L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 18'o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 18'o/c unless detailed otherwise. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=13'11 1/8". Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L=3'11 3/8". The effects of positive or negative camber have not been accounted for when calculating deflection. Applicable calculations are based on NOS. Bearing Length Loads to Supports abs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-OF 5.50" 5.50" 1,50" 936 1386 2322 Blocking 2-Stud wall-OF 5.50" 5.50" 1.50" 1408 2032 3440 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 18' N/A 17.2 1-Uniform(PLF) 0 to 18'crop) N/A 113.0 188.0 1 Roof Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woGdproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/26/2018 8:38:20 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 1 of 1 Page 106 of 129 MEMBER REPORT Clubhouse,Right Canopy Side Roof Beams CITY APPRG PASSED F 0 R T E i piece(s) 6 3/4" x 10 1/2" 24F-V8 DF Glulam Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:18' FOR ALL INSPECTIONS 0 0 r r r n 15' 3' T All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 3548 @ 14'9 1/4" 23203(5.50") Passed(15%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 2126 @ 13'8" 14399 Passed(15%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 7960 @ 7'3 9/16" 28527 Passed(28%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC 2012 Neg Moment(Ft-Ibs) -1711 @ 14'9 1/4" 28527 Passed(6%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 1 -0.102 @ 18' 1 0.215 1 Passed(2L/758) I - 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 Total Load Defl.(in) 1 -0.164 @ 18' 0.323 Passed(2L/474) 1.0 D+1.0 S(Alt Spans) Deflection criteria:LL(L/360)and TL(L/240). Overhang deflection criteria:U.(2L/360)and TL(2L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 18'o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 18'o/c unless detailed otherwise. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=13'11 1/8". Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L=3'11 7/16". The effects of positive or negative camber have not been accounted for when calculating deflection. Applicable calculations are based on NDS. Bearing Length Loads to Supports abs) Supports Total Available Required Dead snow Total Accessories 1-Stud wall-DF 5.50" 5.S0" 1.50" 965 1430 2395 Blocking 2-Stud wall-DF 5.50" 5.50" 1.50" 1451 2097 3548 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(side) Width (0.90) (1.1S) comments 0-Self Weight(PLF) 0 to 18' N/A 17.2 1-Uniform(PLF) 0 to 18'(Top) N/A 117.0 194.0 1 Roof Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator .lob Notes 10/26/2018 8:41:00 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)8555082 Brians@sage-eng.com Page o Page 107 ofi 429 4 FORTE , MEMBER REPORT Clubhouse,Right Canopy Cross Beam CITY APPROfffiHRNS 1 piece(s) 6 3/4" x 10 1/2" 24F-V8 DF Glulam Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length: 15' FOR ALL INSPECTIONS 0 0 15' a a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 3028 @ 4" 23203(5.50") Passed(13%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 2805 @ 1'4" 14399 Passed(19%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 17008 @ 7'6" 28527 Passed(60%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.230 @ 7'6" 0.478 Passed(L/747) 1.0 D+1.0 S(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.456 @ 7 6" 0.717 Passed(L/377) 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:LL(IJ360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 15'o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15'o/c unless detailed otherwise. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=14'4". The effects of positive or negative camber have not been accounted for when calculating deflection. Applicable calculations are based on NDS. Bearing Length Loads to Suppers(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 5.50" 5.50" 1.50" 1605 1423 3028 Blocking 2-Stud wall-DF 5.50" 5.50" 1.50" 1605 1423 3028 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 15' N/A 17.2 1-Uniform(PLF) 0 to 15'(Top) N/A 100.0 50.0 Roof 2-Point(lb) 7'6"(Top) N/A 1451 2097 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software Operator .lob Notes 10/26/2018 8:45:03 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 1 O Page 108 of '�29 Av = CITY APPROVED PLANS to Client Date ITE Job No. DSO Project Engincer of Zju 7 & A- 3eo Kfy( xr Page 109 of 129 ✓� MEMBER REPORT Clubhouse,RghtEntry Header CITY APPRO PASSED F 0 R T E 1 piece(s) 3 1/2" x 14" 1.55E TimberStrand0 LSL Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:12'6" FOR ALL INSPECTIONS 0 0 12' 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual!@ Lowdon Allowed Result LDF wad:Combination(Pattern) System:Wall Member Reaction(Ibs) 6569 @ 1 1/2" 8138(3.00") Passed(81%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 5343 @ 1'5" 11646 Passed(46%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 23343 @ 6'3" 25116 Passed(93%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.308 @ 6'3" 0.408 Passed(L/478) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.548 @ 6'3" 0.613 Passed(1/268) -- 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 8'1"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12'6"o/c unless detailed otherwise. Bearing Length Loads to supports pbs) Supports Total Available Required Dead snow Total Accessories 1-Trimmer-OF 3.00" 3.00" 2.42" 2907 3662 6569 None 2-Trimmer-OF 3.00" 3.00" 2.42" 2907 3662 6569 None Tributary Dead snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 12'6" N/A 15.3 1-Uniform(PLF) 0 to 12'6" N/A 375.0 475.0 Residential-Living Areas 2-Point(lb) 6'3" N/A 936 1386 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator .lob Notes 10/26/2018 8:52:16 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,'Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 1 of 1 Page 110 of 129 F O R T E MEMBER REPORT Clubhouse, Center Girder Truss CITY APPROMSSERNS 4 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:36' FOR ALL INSPECTIONS d R� il(•�Ili?�il)°ii � � 0 0 - l - 36' a o All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual C Lmtion Allowed Result LDF wad:Combination(Pattern) System:Roof Member Reaction(Ibs) 4501 @ 4" 18594(4.25") Passed(24%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 3973 @ 1'9 1/2" 24472 Passed(16%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 31371 @ 14'6" 71562 Passed(44%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.761 @ 17'1 5/8" 1.178 Passed(L/557) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 1.463 @ 17'3 5/16" 1.767 Passed(L/290) 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:LL(IJ360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 19'7"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 35'10"o/c unless detailed otherwise. Member should be side-loaded from both sides of the member to prevent rotation. Bearing Length wads to Supports pbs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 5.50" 4.25" 1.50" 2064 2466 4530 1 1/4"Rim Board 2-Stud wall-DF 5.50" 4.25" 1.50" 1385 1334 2719 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 1 1/4"to 35'10 N/A 32.7 1-Uniform(PLF) 0 to 16'(Top) N/A 105.0 175.0 Roof 2-Uniform(PLF) 16'to 36'(Top) N/A 30.0 50.0 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,Job Notes 10/26/2018 8:59:50 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)8555082 �j Brians@sage�ng.com Page 111�g0i01�9 MEMBER REPORT Clubhouse,Right Window South Header CITY APPRO PASSED r' FORTE 1 piece(s) 3 1/2" x 14" 1.55E TimberStrand0 LSL Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length: 15'6" FOR ALL INSPECTIONS 0 0 15• 0 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(Ibs) 7200 @ 15'4 1/2" 8138(3.00") Passed(88%) -- 1.0 D+1.0 S(All Spans) Member Type:treader Shear(Ibs) 5981 @ 14'1" 11646 Passed(51%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 19126 @ 8'6 7/16" 25116 Passed(76%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.391 @ 7'11 3/16" 0.508 Passed(L/468) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.717 @ 7'11 3/8" 0.762 Passed(L/255) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(1-/360)and TL(1-/240). Top Edge Bracing(Lu):Top compression edge must be braced at 15'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15'6"o/c unless detailed otherwise. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Trimmer-DF 3.00" 3.00" 1.70" 2073 2540 4613 None 2-Trimmer-DF 3.00" 3.00" 2.65" 3307 3894 7201 None Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 15'6" N/A 15.3 1-Uniform(PLF) 0 to IT 3" N/A 225.0 300.0 Residential-Uving eas 2-Uniform(PLF) 1T 3"to 15'6" N/A 345.0 500.0 3-Point(Ib) 13'3" N/A 1 1385 1334 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte software Operator .lob Notes 10/26/2018 9:02:54 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)8555082 Brians@sage-eng.com Page 1 Of 1 Page 112 of 129 BEAMBIAXIALBENDING.xIs CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS BEAM BIAXIAL BENDING DESCRIPTION PROJECT TITLE: Addison Springs Apartments DATE: 26-Oct-18 PROJECT#: S182053 DESCRIPTION: Clubhouse South West Window Header INPUT Uniform Snow Load= 300 plf Uniform Live Load= 0 plf Uniform Dead Load= 210 pif Uniform Wind Load= 31.5 plf Span= 3 ft. Unsupported Length= 3 ft. Circular= N (Y=Yes,N=No) Live Load Deflection Limit= 360 Typically U360,U240,U120 Total Load Deflection Limit= 240 Typically U240,Ull 80,U120 Actual Member Width= 1.50 in. Actual Member Depth= 5.5 in. Number of Members= 2 Material= DF2 DF2=Doug-Fir#2,DF1=Doug-Fir#1,GLB=Glu-Lam, LVL=Microllam,2PSL=Parallam,LSL3=1.3E Timberstrand LSL5=1.55E Timberstrand,RLB=Redlam Beam,RLP=Redlam Plank OUTPUT BENDING lu/d= 6.55 le= 6.18 Rb= 13.46 S(ver ical)= 15.13 inA3 I(vertical)= 41.59 Kbe= 0.439 Fbe= 3872.46 psi S(lateral)= 4.13 inA3 inA4 Cv= 1.00 Cfu= 1.15 Cf= 1.00 CF= 1.30 Allowable SL&LL Deflection= 0.10 in. Allowable Total Load Deflection= 0.15 in. Vertical: CL Lateral: CL Fb*(DL+LL)= 1170 psi 0.979 1170 psi 1.000 Fb*(DL+LL+SL)= 1346 psi 0.975 1346 psi 1.000 Fb*(DL+LL+WL)= 1872 psi 0.959 1872 psi 1.000 Fb*(DL+LL+SL+WU2)= 1872 psi 0.959 1872 psi 1.000 Fb*(DL+LL+SU2+WL)= 1872 psi 0.959 1872 psi 1.000 Vertical Lateral Mom.(ft-lbs, Mom.(ft-lbs) fb1(psi) Fb1(psi) fb2(psi) Fb2(psi) Unity DL+LL= 236.25 187 1346 0.14 O.K. DL+LL+SL= 573.75 455 1547 0.29 O.K. DL+LL+WL= 236.25 35.4375 187 2153 103 1346 0.16 O.K. DL+LL+SL+WU2= 573.75 17.71875 455 2153 52 1547 0.25 O.K. DL+LL+SU2+WL= 405 35.4375 321 2153 103 2153 0.20 O.K. Actual Live Load Deflection= 0.01 OX Actual Total Load Deflection= 0.01 O.K SHEAR Vertical Lateral Shear(Ibs) Shear(Ibs) fv1(psi) Fv1(psi) fv2(psi) Fv2(psi) Unity DL+LL= 315 29 180 0.16 OK DL+LL+SL= 765 70 207 0.34 OK DL+LL+WL= 315 47.25 29 288 4 288 0.11 OK DL+LL+SL+WU2= 765 23.625 70 288 2 288 0.25 OK DL+LL+SU2+WL= 540 47.25 49 288 4 288 0.19 OK REACTIONS Dead Load= 315.00 lbs. Live Load= 0.00 lbs. Snow Load= 450.00 lbs. Total Load= 765.00 lbs. Page 113 of 129 BEAMBIAXIALBENDING.xIs CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS BEAM BIAXIAL BENDING DESCRIPTION PROJECT TITLE: Addison Springs Apartments DATE: 26-Oct-18 PROJECT#: S182053 DESCRIPTION: Clubhouse North West Window Header INPUT Uniform Snow Load= 75 plf Uniform Live Load= 0 plf Uniform Dead Load= 105 plf Uniform Wind Load= 31.5 pif Span= 6 ft. Unsupported Length= 6 ft. Circular= N (Y=Yes,N=No) Live Load Deflection Limit= 360 Typically U360,U240,U120 Total Load Deflection Limit= 240 Typically U240,1-1180,U120 Actual Member Width= 1.50 in. Actual Member Depth= 5.5 in. Number of Members= 2 Material= DF2 DF2=Doug-Fir#2,DF1=Doug-Fir#1,GLB=Glu-Lam, LVL=Microllam,2PSL=Parallam,LSL3=1.3E Timberstrand LSL5=1.55E Timberstrand,RLB=Redlam Beam,RLP=Redlam Plank OUTPUT BENDING lu/d= 13.09 le= 11.16 Rb= 18.09 S(vertical)= 15.13 inA3 I(vertical)= 41.59 Kbe= 0.439 Fbe= 2145.39 psi S(lateral)= 4.13 inA3 inA4 Cv= 1.00 Cfu= 1.15 Cf= 1.00 CF= 1.30 Allowable SL&LL Deflection= 0.20 in. Allowable Total Load Deflection= 0.30 in. Vertical: CL Lateral: CL Fb*(DL+LL)= 1170 psi 0.949 1170 psi 1.000 Fb*(DL+LL+SL)= 1346 psi 0.934 1346 psi 1.000 Fb*(DL+LL+WL)= 1872 psi 0.866 1872 psi 1.000 Fb*(DL+LL+SL+WU2)= 1872 psi 0.866 1872 psi 1.000 Fb*(DL+LL+SU2+WL)= 1872 psi 0.866 1872 psi 1.000 Vertical Lateral Mom.(ft-lbs Mom.(ft-lbs) fb1(psi) Fb1(psi) fb2(psi) Fb2(psi) Unity DL+LL= 472.5 375 1346 0.28 O.K. DL+LL+SL= 810 643 1547 0.42 O.K. DL+LL+WL= 472.5 141.75 375 2153 412 1346 0.49 O.K. DL+LL+SL+WU2= 810 70.875 643 2153 206 1547 0.44 O.K. DL+LL+SU2+WL= 641.25 141.75 509 2153 412 2153 0.44 O.K. Actual Live Load Deflection= 0.03 OX Actual Total Load Deflection= 0.08 OX SHEAR Vertical Lateral Shear(lbs) Shear(lbs) fv1(psi) Fv1(psi) fv2(psi) Fv2(psi) Unity DL+LL= 315 29 180 0.16 OK DL+LL+SL= 540 49 207 0.24 OK DL+LL+WL= 315 94.5 29 288 9 288 0.13 OK DL+LL+SL+WU2= 540 47.25 49 288 4 288 0.19 OK DL+LL+SU2+WL= 427.5 94.5 39 288 9 288 0.16 OK REACTIONS Dead Load= 315.00 lbs. Live Load= 0.00 lbs. Snow Load= 225.00 lbs. Total Load= 540.00 lbs. Page 114 of 129 CITY APPROVED PLANS 7eviewed e Compliance Gl Date ient /92F Vol P 'L job No.,jr/f,0?0 r jl)jz) fro ec j LNGINURLNG Engine or Shpet of 41, e'l ------- I (K- C-4 4z-,� :Q<, & it 0-00 fl 01, Le., e g 5-= 7� 0 Page 115 of 129 BEAMBIAXIALBENDING.xIs CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS BEAM BIAXIAL BENDING DESCRIPTION PROJECT TITLE: Addison Springs Apartments DATE: 26-Oct-18 PROJECT#: S182053 DESCRIPTION: Clubhouse West North Window Header INPUT Uniform Snow Load= 325 plf Uniform Live Load= 0 plf Uniform Dead Load= 255 plf Uniform Wind Load= 31.5 pif Span= 9 ft. Unsupported Length= 9 ft. Circular= N (Y=Yes,N=No) Live Load Deflection Limit= 360 Typically U360,U240,L/120 Total Load Deflection Limit= 240 Typically U240,U180,U120 Actual Member Width= 3.50 in. Actual Member Depth= 9.25 in. Number of Members= 1 Material= LSL5 DF2=Doug-Fir#2,DF1=Doug-Fir#1,GLB=Glu-Lam, LVL=Microllam,2PSL=Parallam,LSL3=1.3E Timberstrand LSL5=1.55E Timberstrand,RLB=Redlam Beam,RLP=Redlam Plank OUTPUT BENDING lu/d= 11.68 le= 16.98 Rb= 12.40 S(vertical)= 49.91 in^3 I(vertical)= 230.84 Kbe= 0.610 Fbe= 6146.83 psi S(lateral)= 18.89 inA3 in^4 Cv= 1.00 Cfu= 1.00 Cf= 1.00 CF= 1.00 Allowable SL&LL Deflection= 0.30 in. Allowable Total Load Deflection= 0.45 in. Vertical: CL Lateral: CL Fb*(DL+LL)= 2325 psi 0.972 2615 psi 1.000 Fb*(DL+LL+SL)= 2674 psi 0.965 3007 psi 1.000 Fb*(DL+LL+WL)= 3720 psi 0.938 4184 psi 1.000 Fb*(DL+LL+SL+WU2)= 3720 psi 0.938 4184 psi 1.000 Fb*(DL+LL+SU2+WL)= 3720 psi 0.938 4184 psi 1.000 Vertical Lateral Mom.(ft-Ibs Mom.(ft-Ibs) fb1(psi) Fb1(psi) fb2(psi) Fb2(psi) Unity DL+LL= 2581.875 621 2325 0.27 O.K. DL+LL+SL= 5872.5 1412 2674 0.53 O.K. DL+LL+WL= 2581.875 318.9375 621 3720 203 2615 0.25 O.K. DL+LL+SL+WU2= 5872.5 159.46875 1412 3720 101 3007 0.42 O.K. DL+LL+SU2+WL= 4227.188 318.9375 1016 3720 203 4184 0.32 O.K. Actual Live Load Deflection= 0.13 OX Actual Total Load Deflection= 0.24 OX SHEAR Vertical Lateral Shear(Ibs) Shear(Ibs) fv1(psi) Fv1(psi) fv2(psi) Fv2(psi) Unity DL+LL= 1147.5 53 400 0.13 OK DL+LL+SL= 2610 121 460 0.26 OK DL+LL+WL= 1147.5 141.75 53 640 7 240 0.11 OK DL+LL+SL+WU2= 2610 70.875 121 640 3 240 0.20 OK DL+LL+SU2+WL= 1878.75 141.75 87 640 7 240 0.16 OK REACTIONS Dead Load= 1147.50 lbs. Live Load= 0.00 lbs. Snow Load= 1462.50 lbs. Total Load= 2610.00 Ibs. Page 116 of 129 MEMBER REPORT Clubhouse,Left Entry Ridge Beam CITY APPROXA*kW)S FORTE 1 plece(s) 6 3/4" x 10 1/2" 24F-V8 DF Glulam Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length: 14'6" FOR ALL INSPECTIONS 0 0 � n 12' 2'6" All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 1906 @ 11'9 1/4" 23203(5.50") Passed(8%) -- 1.0 D+1.0 S(Al Spans) Member Type:Drop Beam Shear(Ibs) 1073 @ 10'8" 14399 Passed(7%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 3270 @ 5'9 13/16" 28527 Passed(11%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC 2012 Neg Moment(Ft-Ibs) -809 @ 11'9 1/4" 28527 Passed(3%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASO Live Load Defl.(in) -0.027 @ 14'6" 0.200 Passed 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 2 999+ Total Load Defl.(in) 0.044 @ 14'6" 0.273 Passed 1.0 D+1.0 S(Alt Spans) 2 999+ Deflection criteria:U.(L/360)and TL(L/240). Overhang deflection criteria:ILL(0.2")and TL(2L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 14'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 14'6"o/c unless detailed otherwise. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=10'11 11/16". Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L=3'4 9/16". The effects of positive or negative camber have not been accounted for when calculating deflection. Applicable calculations are based on NDS. Bearing Length Loads to Supports pbs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 5.50" 5.50" 1.50" 528 736 1264 Blocking 2-Stud wall-DF 5.50" 5.50" 1.50" 809 1097 1906 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 14'6" N/A 17.2 1-Uniform(PLF) 0 to 14'6"(Top) N/A 75.0 125.0 Roof /� Weyerhaeuser Notes T SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,Job Notes 10/26/2018 9:26:50 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 11 faof1 if�9 MEMBER REPORT Clubhouse,Left Entry Side Beams CITY APPROV LW4s F O R T E 1 piece(s) 6 3/4" x 10 1/2" 24F-V8 DF Glulam Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length:9' FOR ALL INSPECTIONS 0 0 26 66" All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual @ Locatlon Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 1760 @ 2'8 3/4" 23203(5.50") Passed(8%) 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 693 @ 3'101, 14399 Passed(5%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 887 @ 6'1 11/16" 28527 Passed(3%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC 2012 Neg Moment(Ft-Ibs) -1036 @ 2'8 3/4" 28527 Passed(4%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASO Live Load Defl.(in) 0.004 @ 0 0.200 Passed 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 2 999+ Total Load Defl.(in) 0.004 @ 0 0.273 Passed 1.0 D+1.0 S(Alt Spans) 2 999+ Deflection criteria:LL(L/360)and TL(L/240). Overhang deflection criteria:LL(0.2")and TL(21-/240). Top Edge Bracing(Lu):Top compression edge must be braced at 8'11"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'11"o/c unless detailed otherwise. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=5'5/8". Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L=3'11 13/16". The effects of positive or negative camber have not been accounted for when calculating deflection. Applicable calculations are based on NDS. Bearing Length Loads t0 Supports(Ibs) Sup ortS Total Available Required Dead Snow Total Accessories 1-Stud wall-OF 5.50" 5.50" 1.50" 729 1031 1760 Blocking 2-Stud wall-OF 5.50" 4.25" 1.50" 306 487 793 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 8'10 3/4" N/A 17.2 1-Uniform(PLF) 0 to 9'(Top) N/A 98.0 163.0 1 Roof Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator .lob Notes 10/26/2018 9:43:44 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)8555082 Brians@sage-eng.com Page 1 of 1 Page 118 of 129 G� MEMBER REPORT Clubhouse,Left Entry Cross Beam CITY APPRG PASSED �1 F O R T E 1 piece(s) 6 3/4" x 10 1/2" 24F-V8 DF Glulam Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length: 10'11" FOR ALL INSPECTIONS 0 0 10, All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF load,Combination(Pattern) System:Roof Member Reaction(Ibs) 1874 @ 10'7" 23203(5.50") Passed(8%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 1651 @ 9'7" 14399 Passed(11%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 7080 @ 5'6" 28527 Passed(25%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.047 @ 5'5 9/16" 0.342 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.098 @ 5'5 9/16" 0.512 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:LL(L/360)and TL(1-/240). Top Edge Bracing(Lu):Top compression edge must be braced at 10'11"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 10'11"o/c unless detailed otherwise. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=10'3". The effects of positive or negative camber have not been accounted for when calculating deflection. Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 5.50" 5.50" 1.50" 1041 817 1858 Blocking 2-Stud wall-DF 5.50" 5.50" 1.50" 1048 826 1874 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snap Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 10,11" N/A 17.2 1-Uniform(PLF) 0 to 10'11"(Top) N/A 100.0 50.0 Roof 2-Point(lb) 5'6"(Top) N/A 809 1097 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,lob Notes 10/26/2018 9:47:34 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page Page 11 9_ 4 9 MEMBER REPORT Clubhouse,Left Entry Cross Beam CITY APPRO PASSED F O R T E 1 piece(s) 6 3/4" x 10 1/2" 24F-V8 DF Glulam Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length: 10'11" FOR ALL INSPECTIONS 0 0 r _ 10, All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDP Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 1874 @ 10'7" 23203(5.50") Passed(8%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 1651 @ 9'7" 14399 Passed(11%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 7080 @ 5'6" 28527 Passed(25%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.047 @ 5'5 9/16" 0.342 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.098 @ 5'5 9/16" 0.512 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:LL(L/360)and TL(1-/240). Top Edge Bracing(Lu):Top compression edge must be braced at 10'11"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 10'11"o/c unless detailed otherwise. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=10'3". The effects of positive or negative camber have not been accounted for when calculating deflection. Applicable calculations are based on NDS. Hearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 5.50" 5,50" 1.50" 1041 817 1858 Blocking 2-Stud wall-DF 5.50" 5.50" 1.50" 1048 826 1874 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 10,ill, N/A 17.2 1-Uniform(PLF) 0 to 10'11"(Top) N/A 100.0 50.0 Roof 2-Point(Ib) 5'6"(Top) N/A 809 1097 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator .lob Notes 10/26/2018 9:54:28 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)855-5082 Brians@sage-eng.com Page 1 Of 1 Page 120 of 129 MEMBER REPORT Clubhouse,Left Entry Header CITY APPRG PASSED F O R T E 1 pieces) 6 3/4" x 10 1/2" 24F-V8 DF Glulam Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Overall Length: 16'6" FOR ALL INSPECTIONS 0 0 16'6" a o All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load,Combination(Pattern) System:Roof Member Reaction(Ibs) 4064 @ 16'2" 23203(5.50") Passed(18%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 2975 @ 15'2" 14399 Passed(21%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 8798 @ 11'6 5/16" 28527 Passed(31%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.192 @ 8'9 1/4" 0.528 Passed(L/989) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.328 @ 8'8 13/16" 0.792 1 Passed(L/579) 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 16'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16'6"o/c unless detailed otherwise. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=15'10". The effects of positive or negative camber have not been accounted for when calculating deflection. Applicable calculations are based on NDS. hearing Length Loads to Supports pbs) Supports - Total Available Required Dead Snow Total Accessories 1-Stud wall-DF 5.50" 5.50" 1.50" 689 911 1600 Blocking 2-Stud wall-DF 5.50" 5.50" 1.50" 1613 2451 4064 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 16 6" N/A 17.2 1-Uniform(PLF) 0 to 11'6"(Top) N/A 4S.0 75.0 Roof 2-Uniform(PLF) 11'6"to 16 6" N/A 300.0 500.0 Weyeirhaeuser Notes (Zj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator .lob Notes 10/26/2018 9:56:10 AM Brian D.Smith,P.E.,S.E. Forte v5.3,Design Engine:V7.0.0.5 Sage Engineering,Inc. S182053 Addison Springs Apartments.4te (208)8555082 Brians@sage-eng.com Page 1 of 1 Page 121 of 129 1 CITY APPROVED PLANS r'' Review for ode[o ce - Ciient c�- A DZ, Date ,/ -- ------ - -- -- --(!� L����aSITE Projec t lob No. -- -- - f NGIN UllllN4Gj Enginee � ---- She et l o - — - 4c� CITY APPROVED PLANS /RReviewweed focr CC9 a Compliance —or -- — Client � ' /* Date ``''C% L ..�.�/ SITE - — ---- — - ---1 -— Project —aON5 LNGRNULRING Fri Er car Sheet of uc r � (�►�u9�-fir= '�?�!v = ��l < �?�`ZJ ,� �` �u9'h,¢'�L/ � O add L�,G.C�J�C`� � l ��t p��0��> ��� �.✓� Page 123 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Addison Springs Schedule of Value FOR ALL INSPECTIONS Unit Type main floor area upper floor area total area A 512 541 1053 B 642 536 1178 C 850 467 1317 D 850 467 1317 Unit Number Unit Type 101 B 1053 102 A 1178 103 A 1178 104 A 1178 105 A 1178 106 A 1178 107 A 1178 108 B 1053 201 B 1035 202 A 1178 203 A 1178 204 B 1053 301 B 1053 302 A 1178 303 A 1178 304 B 1053 401 B 1053 402 A 1178 403 A 1178 404 B 1053 Clubhouse-5 1445 601 B 1053 602 A 1178 603 A 1178 604 A 1178 605 A 1178 606 A 1178 607 A 1178 608 D 1317 701 B 1053 702 A 1178 703 A 1178 704 B 1053 801 B 1053 801 A 1178 803 A 1178 Page 124 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE 804 B 1053 FOR ALL INSPECTIONS 901 B 1053 902 A 1178 903 A 1178 904 D 1317 1001 B 1053 1002 A 1178 1003 A 1178 1004 A 1178 1005 A 1178 1006 A 1178 1007 A 1178 1008 B 1053 1101 B 1053 1102 A 1178 1103 A 1178 1104 A 1178 1105 A 1178 1106 A 1178 1107 A 1178 1108 B 1053 1201 B 1053 1202 A 1178 1203 A 1178 1204 A 1178 1205 A 1178 1206 A 1178 1207 A 1178 1208 B 1053 1301 D 1317 1302 A 1178 1303 A 1178 1304 A 1178 1305 A 1178 1306 A 1178 1307 A 1178 1308 D 1317 1401 B 1053 1402 A 1178 1403 A 1178 1404 A 1178 1405 A 1178 1406 A 1178 1407 A 1178 1408 B 1053 1501 B 1053 1502 A 1178 Page 125 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE 1503 A 1178 FOR ALL INSPECTIONS 1504 A 1178 1505 A 1178 1506 A 1178 1507 A 1178 1508 B 1053 1601 B 1053 1602 A 1178 1603 A 1178 1604 A 1178 1605 A 1178 1606 A 1178 1607 A 1178 1608 B 1053 Page 126 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS price/s.f. Value $79.06 $83,250.18 $79.06 $93,132.68 $79.06 $104,122.02 $79.06 $104,122.02 $79.06 $83,250.18 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $83,250.18 $79.06 $81,827.10 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $83,250.18 $79.06 $83,250.18 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $83,250.18 $79.06 $83,250.18 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $83,250.18 $79.06 $114,241.70 $79.06 $83,250.18 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $104,122.02 $79.06 $83,250.18 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $83,250.18 $79.06 $83,250.18 $79.06 $93,132.68 $79.06 $93,132.68 Page 127 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE $79.06 $83,250.18 FOR ALL INSPECTIONS $79.06 $83,250.18 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $104,122.02 $79.06 $83,250.18 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $83,250.18 $79.06 $83,250.18 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $83,250.18 $79.06 $83,250.18 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $83,250.18 $79.06 $104,122.02 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $104,122.02 $79.06 $83,250.18 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $83,250.18 $79.06 $83,250.18 $79.06 $93,132.68 Page 128 of 129 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE $79.06 $93,132.68 FOR ALL INSPECTIONS $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $83,250.18 $79.06 $83,250.18 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $93,132.68 $79.06 $83,250.18 $8,840,568.26 Page 129 of 129 ADDISON SPRINGS SUBDIVISION J-U-B ENGINEERS,INC. PHASE 1 CONSTRUCTION z T� M �Cl)O I'!Q 00 N E TWIN FALLS IDAHO W - z OD 7 0 o L z z t,_ � 3 2018 m 3 � T� 0 SS�ONAL OLELINE RD OWNER 99� SHEET THAD FARNHAM, 208-720-1104 ®� SNOT E THE T SHEET DESCRIPTION �qCY A. PO BOX 3235 ® 1 G-001 COVER SHEET ® ® ® 2 G-002 GENERAL NOTES KETCHUM, IDAHO 83340 ®® 3 c-100 FINAL PLAT 4 C-101 EROSION/SEDIMENT CONTROL o F ® 5 C-102 NOT USED ALLS 6 C-103 MASTER DEVELOPMENT PLAN u `w ® 13� 7 C-104 GEOMETRY AND SITE LAYOUT - PROJECT OVERVIEW DEVELOPER �®All ® 8 C-106 GEOMETRY AND SITE LAYOUT - AREA 1 °o o m 9 C-106 GEOMETRY AND SITE LAYOUT - AREA 2 e'� m 8 ® o u;w- 10 C-107 UTILITIES - PROJECT OVERVIEW 5 t m ® ®® 0 11 C-108 POTABLE WATER - AREA 1 i a 3', VISSER BUILDING CO., L.C. ® 12 C-109 POTABLE WATER - AREA 2 �3�omrc RICK NESER, 208-322-5390 �� ADDISON SPRINGS 13 c-110 SEWER LINE A - STA 1+00 TO STA 5+00 ogwa�o 14 C-111 SEWER LINE A - STA. 5+00 TO STA. 8+50 0 0 w im 8312 W. NORTHVIEW ST., STE 120 cln of ® SUBDIVISION 15 C-112 SEINER LINE A - STA. 8+50 TO STA. 12+50 wg ® ®®®�$ g BOISE, IDAHO 83704 m1W➢I �L{� � - _- 16 C-113 SEWER LINE B - STA. 3+00 TO STA. 7+50 a o 0 z TWINFALLSg� - o� �� ®®®L114Y�� A DISON A i 17 C-1 14 SEWER LINE B - STA. 7+50 TO STA. 12+00 a Ro-L i a 5�'♦®®® ®® �®® ®® I 18 C-115 SEWER LINE C - STA. 5+00 TO STA. 7+25 Fogg� 19 C-116 GRADING AND DRAINAGE - PROJECT OVERVIEW y�O 20 C-117 GRADING AND DRAINAGE - AREA 1 GRADING PLAN ��w= �O '� ®® ��® ¢ w 21 C-118 GRADING AND DRAINAGE - AREA 2 GRADING PLANcj w w m ®e® ®® poo ® g 22 C-119 GRADING AND DRAINAGE - AREA 1 DRAINAGE/RETENTION ENGINEER ��®®®®®® g 23 C-120 GRADING AND DRAINAGE - AREA 2 DRAINAGE/RETENTION '°.. °z J-U-B ENGINEERS, INC ®®,*j 24 C-121 RETENTION AREAS/CALCULATIONS ��®® 25 C-122 CARRIAGE LANE PLAN AND PROFILE - STA. 9+00 TO STA. 12+00 C/O SCOTT L.ALLEN, PM �O®®���®®®® ®® ��� 26 C-123 CARRIAGE LANE PLAN AND PROFILE - STA. 12+00 TO STA 16+00 27 C-124 CARRIAGE LANE PLAN AND PROFILE - STA, 16+00 TO STA 20+00 TELEPHONE (208)733-2414 ®®®® 28 C-501 MISCELLANEOUS DETAILS 115 NORTHSTAR AVENUE o �® IM E L RD 29 C-502 MISCELLANEOUS DETAILS TWIN FALLS, IDAHO 83301 IN I® 0 oPLANS@ SPEC@ICAnONSRRVIEW ® _--. -.-_ D EY .,E��xL,p�OFe r.G IplZf Zelb m coID >tionApproved f > Cf) Th li--i ffi 1&epD pt Vwu bavebem reviewedtar .j tw'pemaoby rpp,oDyIbN.vi,e >�a�enaeby.pprowm.n,�sre�tn.e -c,e our-x,agnar,a0e contr�aoroC[ rto SEP 28 2818 W� eu,mLL.1Iiable reaael,rL::e c,a locJ 1-..to c'tl VICINITY MAP � ~ e�t�ep®,prwa enNwryaificetiom mart bererubmiuedfwrttdeaif NOT TO SCALE z PI= o c�lmctiml.�r�llgw6p ��� � Zap City Engineering Dept.. z o CC 0 cc ABBREVIATIONS 'D17- ad tea, tia, W w SF SQUARE FEET Z C/) Z CF CUBIC FEET J-U-B O PROJECT NO. 60-17-058 REUSE OF DOCUMENTS _= O 0 �d - LF LINEAL FEET J-U-B grants to CLIENT a nonexclusive,non-transferable license to use the Drawings, � Specifications and/or Contract Documents(Documents)as follows: Q TYP TYPICAL MH SANITARY SEWER MANHOLE (rJ-U-B CLIENT may make and retain copies of the Documents for reference,but J-U-B shall retain all common law,statutory and other reserved rights,including the copyright thereto,and the same TBC TOP BACK OF CURB shall not be reused on this Project or any other Project without J-U-B's prior written consent. ' Distribution of Documents to meet regulatory or permitting requirements,or for similar purposes, a W WATER in connection with the Project,including but not limited to distribution to contractors or SS SANITARY SEWER subcontractors for the performance of their work,is not to be construed as publication adversely a J-U-B ENGINEERS INC. affecting the reserved rights of J-U-B. The Documents are not intended for use in creating dtm R/W ROAD RIGHT-OF-WAY r for grading or earthwork,survey staking layout(unless specifically identified as such in the rILE: so-n-ass_ documents),or property boundary layouts. JuB PHa.nao-7 EP EDGE OF PAVEMENT DRAWN BY: KCK/MW w Any reuse without written consent by J-U-B,or without verification or adoption by J-U-B for the DESIGN Bv: s A TOB TOP OF BANK specific purpose intended by the reuse,will be at C F.I. thpptihdblt CHECKED BY TAA LL PC POINT OF CURVE • exposure to J-U-B.The CLIENT shall release,defe gUi s/�q� 1 ONE INCH -, • any claims,damages,actions or causes of action,I ss�2�,�arTd rl�e�`ihEll]Site�o}rdbT�"S ^TFuu SIZE,IF NOT ONE PT POINT OF TANGENCY attorneys'and expert fees,arising out of or resuRin from such reuse LAST UPDATED:9Y20Ia m Reviewed for Code Compliance SHEET 1 �9 If the Documents are provided in electronic format, �ef��gr�Lc�Q�yq�gr re,.�s J t m g Km W. provisions of J-U-B's"electronic document/data limi cflibCflSLJ�Td�IISbJa�bd .jF>�. rtF'O TE TITLE O Call bellme -001 FOR Al I INciPPrTIONS Page 1 of 73 GENERAL NOTES: (1) GREATER THAN TEN (10) FEET SEPARATION: NO ADDITIONAL 6. STORM DRAIN MANHOLES SHALL BE INSTALLED WITH CONCENTRIC CONES AND NUB� REQUIREMENTS. (4-4-13) HAVE NO STEPS INSTALLED. 1. THE CONTRACTOR SHALL HAVE A CURRENT SET OF CONSTRUCTION PLANS J-U-B ENGINEERS,INC. STAMPED BY THE ENGINEER WITH AN APPROVAL STAMP BY THE CITY AND IDEQ AT WATER NOTES: (z) TEN(10)FEET TO SIX(6)FEET SEPARATION:SEPARATE TRENCHES, THE WORKSITE. WITH THE BOTTOM OF THE POTABLE MAIN ABOVE THE TOP OF THE V 1. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES NON-POTABLE MAIN,AND NON-POTABLE MAIN CONSTRUCTED WITH Z 2. CONSTRUCTION SHALL CONFORM TO THE IDAHO STANDARDS FOR PUBLIC WORKS STANDARDS,THE CITY OF TWIN FALLS REVISIONS TO THE IDAHO STANDARDS FOR POTABLE WATER CLASS PIPE. (4-4-13) ROADWAY NOTES: - CONSTRUCTION(2015 EDITION),THE CITY OF TWIN FALLS STANDARD REVISIONS PUBLIC WORKS CONSTRUCTION(2015 EDITION),THE UNIFORM PLUMBING CODE, a)M v OF THE 2015 ISPWC AND ALL OTHER LOCAL, STATE AND FEDERAL AGENCIES (3) LESS THAN SIX(6)FEET SEPARATION:DESIGN ENGINEER TO SUBMIT 1. CONSTRUCTION SHALL CONFORM TO THE IDAHO STANDARDS FOR PUBLIC WORKS Q C*) THE CITY TWIN FALLS AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE DATA TO THE DEPARTMENT FOR REVIEW AND APPROVAL SHOWING CONSTRUCTION(2015 EDITION),THE CITY OF TWIN FALLS STANDARD REVISIONScc a E WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN. SHOWN.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THAT THIS INSTALLATION WILL PROTECT PUBLIC HEALTH AND THE OF THE 2015 ISPWC AND ALL OTHER LOCAL, STATE AND FEDERAL AGENCIES W a 0 ^ 8 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO THE CONTENTS OF THESE STANDARDS. ENVIRONMENT, NON-POTABLE MAIN TO BE CONSTRUCTED OF WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN. Z_ L PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR 2 ANY CONFLICT WITH EXISTING UTILITIES SHALL BE IMMEDIATELY CALLED TO THE POTABLE WATER CLASS PIPE, AND WITH THE BOTTOM OF THE N N Ft FROM RUNOFF AND OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL ATTENTION OF THE ENGINEER. POTABLE MAIN ABOVE THE TOP OF THE NON-POTABLE MAN. (4�-13 2. CONTRACTOR IS RESPONSIBLE) DEVICES,IN ACCORDANCE TO MUTCD,DURING THE DURATION OF CONSTRUCTION. Z TO PROVIDE CONTINUOUS TRAFFIC CONTROL Z LL p Z c WORK IN CONNECTION WITH SITE CONSTRUCTION.THE CONTRACTOR,AND EACH 3. ALL WATER MAINS ARE TO BE AWWA C-900 PC 235/DR18 PVC PIPE.ALL GATE (4) NON-POTABLE MAINS ARE PROHIBITED FROM BEING LOCATED IN LU to a t SUBCONTRACTOR, SHALL BE RESPONSIBLE FOR THE CLEAN-UP,AND REMOVAL VALVES ARE TO BE AWWA C-509 RESILIENT SEATED GATE VALVES. THE SAME TRENCH AS POTABLE MAINS. (3-30-07) 3. TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH THE IDAHO 0] T d FROM THE JOB-SITE, OF ANY TRASH OR EXCESS MATERIAL CREATED BY THE STANDARDS FOR PUBLIC WORKS CONSTRUCTION(2015 EDITION)AND THE CITY OF �' PERFORMANCE OF THEIR WORK. SUCH MATERIAL SHALL BE PLACED IN A 4. CONTRACTOR SHALL PROVIDE APPURTENANCES TO PERFORM PRESSURE TEST (5) PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZED MAINS TWIN FALLS REQUIREMENTS. DUMPSTER OR SIMILAR DEVICE PROVIDED BY THE CONTRACTOR OR AND DISINFECTION AS REQUIRED BY APPLICABLE STANDARDS. OR LINES CONTAINING NON-POTABLE FLUIDS SHALL BE NO CLOSER TRANSPORTED FORM THE JOB SITE. HORIZONTALLY THAN TEN(10)FEET FROM POTABLE MAINS. (4-7-11) 5. CONSTRUCTION SHALL NOT INTERRUPT SERVICE, WITHOUT PRIOR CITY PRESSURE IRRIGATION NOTES: 4. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS APPROVALS AND PROPER NOTIFICATION.TEMPORARY SERVICE FEEDS MAY BE II. NEW POTABLE SERVICES IN RELATION TO NON-POTABLE SERVICES, NEW PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT OR REPLACE REQUIRED AND MUST HAVE PRIOR AGENCY APPROVAL.ANY SHUT-OFF OF WATER POTABLE SERVICES IN RELATION TO NON-POTABLE MAINS, AND NEW 1. CONSTRUCTION SHALL CONFORM TO THE IDAHO STANDARDS FOR PUBLIC WORKS ASS\ONAL FN ANY DISTURBED/DESTROYED MONUMENTS. SERVICE DURING INSTALLATION OF NEW SERVICE AS WELL AS ACCESS AND NON-POTABLE SERVICES IN RELATION TO POTABLE MAINS. (5-8-09) CONSTRUCTION(2015 EDITION),THE CITY OF TWIN FALLS STANDARD REVISIONS 5. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL OTHER UTILITY FEEDS TO EXISTING ADJACENT FACILITIES SHALL BE OF THE 2015 ISPWC, THE CITY OF TWIN FALLS LATEST EDITION OF PRESSURE .� (1) GREATER THAN SIX (6) FEET SEPARATION: NO ADDITIONAL4. TRANSITION BETWEEN NEW CONSTRUCTION AND EXISTING SURFACES TO COORDINATED WITH AFFECTED USERS BY THE CONTRACTOR TO AVOID POSSIBLE REQUIREMENTS BASED ON SEPARATION DISTANCE. (5-8-09) IRRIGATION DESIGN STANDARDS AND SPECIFICATIONS AND ALL OTHER LOCAL,,-" t PROVIDE FOR PROPER DRAINAGE,INGRESS AND EGRESS. INCONVENIENCE TO ADJACENT FACILITIES. UNDER NO CIRCUMSTANCE SHALL STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE UNLESS OTHERWISE OF �0 EMERGENCY VEHICLE ACCESS BE INTERRUPTED TO ANY ADJACENT PARCEL. (2) LESS THAN SIX(6)FEET SEPARATION:DESIGN ENGINEER TO SUBMIT SHOWN. 6. THE CONTRACTOR SHALL REMOVE AND SORT ALL ON-SITE EXCAVATED NATIVE DATA THAT THIS INSTALLATION WILL PROTECT PUBLIC HEALTH AND Cy A A MATERIAL AND USE SUITABLE MATERIAL WHERE FILL IS REQUIRED.FILL SHALL BE 6. MAINTAIN 48" MIN. COVER OVER WATER MAINS WHERE POSSIBLE. PER COTF THE ENVIRONMENT AND NON-POTABLE SERVICE CONSTRUCTED 2. ALL PRESSURE IRRIGATION PIPE SHALL BE PVC ASTM D2241(SDR-PR)CLASS 200, PLACED AND COMPACTED BY METHODS APPROVED BY THE CITY OF TWIN FALLS TFSD-301,30"MINIMUM COVER IS REQUIRED OVER ALL WATER MAIN PIPE. WITH POTABLE WATER CLASS PIP. (548.09) SDR 21. AND THE DESIGN ENGINEER.ALL STRIPINGS NOT SUITABLE FOR FILL SHALL BE 7. ALL APPLICABLE MATERIALS INCLUSIVE OF RESILIENT SEAT GATE VALVES TO BE (3) NEW POTABLE SERVICES ARE PROHIBITED FROM BEING LOCATED IN 3. ALL GATE VALVES TO BE AWWA C-509 RESILIENT SEATED GATE VALVES. USED AS DIRECTED BY THE ENGINEER AND DISCARDED OFF-SITE AT THE LOW LEAD COMPLIANT(A MAX OF 0.25%LEAD BY WEIGHT)AND MUST BE UTILIZED THE SAME TRENCH AS NON-POTABLE MAINS OR NON-POTABLE 4. POTABLE AND NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA o w CONTRACTOR'S EXPENSE. REMOVAL OF SUITABLE MATERIAL SHALL BE WHERE APPLICABLE DURING CONSTRUCTION. SERVICES. (5-8-09) RULES AND REGULATIONS AS NOTED ON THIS SHEET. STOCKPILED ON SITE AND BE COORDINATED WITH OWNER. r t:s 8. CONTRACTOR SHALL INSTALL HYDRANTS AND THRUST BLOCK SYSTEMS IN B. REQUIREMENTS FOR POTABLE WATER MAINS OR SERVICES CROSSING 5. PLACE MARKING TAPE AND NO. 12 DIRECT BURIAL LOCATING WIRE ALONG ALL o 7. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE ACCORDANCE WITH THE CITY OF TWIN FALLS ISPWC REVISIONS AND THE 2015 NON-POTABLE WATER MAINS OR SERVICES. (4-0-13) PRESSURE IRRIGATION MAINS AND SERVICES PER ISPWC SECTION 901. N a CONTRACTOR ONLY.THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR ISPWC CONSTRUCTION STANDARDS. o o THE PROTECTION OF UTILITIES AND THE ENGINEER BEARS NO RESPONSIBILITY I. IF THERE IS(18)INCHES OR MORE VERTICAL SEPARATION WITH THE POTABLE 6. MAINTAIN 30"COVER OVER ALL PRESSURE IRRIGATION MAINS AND SERVICE LINES. ' O S FOR UTILITIES OR SERVICE LATERALS NOT SHOWN ON THE PLANS OR NOT IN THE 9. POTABLE & NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA WATER PIPELINE ABOVE THE NON-POTABLE PIPELINE, THEN THE POTABLE . PIPELINE JOINTS MUST BE AS FAR AS POSSIBLE FROM THE NON-POTABLE LOCATION SHOWN ON THE PLANS. RULES AND REGULATIONS AS NOTED ON THIS SHEET 10. CLEAN AND DISINFECT WATER-DISTRIBUTION PIPING AS FOLLOWS: WATER PIPELINE. g3g x"� 8. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING (4 7 11) S g y a DAYS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL 'DIGLINE' 48 A. PURGE NEW WATER-DISTRIBUTION PIPING SYSTEMS AND PARTS OF EXISTING z z HOURS PRIOR TO BEGINNING WORK. COORDINATE TIE-INS WITH APPROPRIATE SYSTEMS THAT HAVE BEEN ALTERED,EXTENDED,OR REPAIRED BEFORE USE. II. IF THERE IS(18)INCHES OR MORE VERTICAL SEPARATION WITH THE POTABLE 10 z. m i o9 WATER PIPELINE BELOW THE NON-POTABLE PIPELINE,THEN THE POTABLE W o,00�� UTILITY COMPANIES. B. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES rc u zPIPELINEPF� LE 9. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT ALL HAVING JURISDICTION OR,IF METHOD IS NOT PRESCRIBED BY AUTHORITIES PIPELINE ANIDT THEU ST NON-POTABLE MUST BE AS FAR ASO BEIB SUPPORTED THROUGH FROM THELE AT O�0 10HE i EXISTING IMPROVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS HAVING JURISDICTION, USE PROCEDURE DESCRIBED IN ISPWC OR AS a o; _ DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED TO THE FOLLOWS: CROSSING TO PREVENT SETTLING. (4-7-11) mowMo' ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. 1.1. FILL SYSTEM OR PART OF SYSTEM WITH WATER/CHLORINE SOLUTION III. LESS THAN EIGHTEEN(18)INCHES VERTICAL SEPARATION: (5-8-09) i rc rc y 10. CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE OWNER.THE CONTAINING AT LEAST 50 PPM OF CHLORINE;ISOLATE AND ALLOW TO (1) POTABLE PIPELINE JOINT TO BE AS FAR AS POSSIBLE FROM THE w m w STAND FOR 24 HOURS. NON-POTABLE PIPELINE;AND EITHER: 5-8-09 o w o ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS ( ) UNLESS AUTHORIZED,IN WRITING,BY THE ENGINEER. 1.2. AFTER STANDING TIME,FLUSH SYSTEM WITH CLEAN,POTABLE WATER (A) NON-POTABLE PIPELINE CONSTRUCTED WITH POTABLE WATER 11. IDAHO CODE 39-118 REQUIRES IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY UNTIL NO CHORINE REMAINS IN WATER COMING FROM SYSTEM. CLASS PIPE FOR A MINIMUM OF TEN(10)FEET EITHER SIDE OF (IDEA) APPROVAL PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S 1.3. SUBMIT WATER SAMPLES IN STERILE BOTTLES TO AUTHORITIES HAVING POTABLE PIPELINE WITH A SINGLE TWENTY(20)FOOT SECTION RESPONSIBILITY TO INSURE COMPLIANCE. JURISDICTION.REPEAT PROCEDURE IF BIOLOGICAL EXAMINATION OF POTABLE WATER CLASS PIPE CENTERED ON THE CROSSING; SHOWS EVIDENCE OF CONTAMINATION. OR (5-8-09) 12. SWPPP DOCUMENTS ARE ON FILE W/OWNER AND SHALL BE ADMINISTERED BY 1.4. TWO BIOLOGICAL SAMPLES MUST BE COLLECTED FROM EACH SAMPLE OWNER OR CONTRACTOR. LOCATION TWENTY-FOUR HOURS APART AND BE DEEMED BACTERIA (B) SLEEVE NO-POTABLE OR POTABLE PIPELINE WITH POTABLE 13. CURB,GUTTER AND CATCH BASINS INCLUDING GRATES SHALL BE CONSTRUCTED ABSENT BY A CERTIFIED LAB PRIOR TO POTABLE OPERATION.IF ONE OF WATER CLASS PIPE FOR TEN (10) FEET EITHER SIDE OF TO THE CITY OF TWIN FALLS&ISPWC STANDARDS&SPECS.ALL CORNER RADII THE SAMPLES IS FOUND TO BE BACTERIA POSITIVE AT A LOCATION CROSSING. USE OF HYDRAULIC CEMENTITIOUS MATERIALS Z ARE 30'TO FACE OF CURB.ALL VALLEY GUTTERS ARE 4'WIDE UNLESS NOTED BEFORE PUBLIC USE,REPEAT PROCEDURE PRESCRIBED IN STEPS 1.1 TO SUCH AS CONCRETE, CONTROLLED DENSITY FILL, AND 1.3 ABOVE. REPEAT SAMPLING AND VERIFY BACTERIA ARE ABSENT CONCRETE SLURRY ENCASEMENT IS NOT ALLOWED AS A Q OTHERWISE. U)Z PRIOR TO POTABLE OPERATION AND BEFORE PUBLIC USE. SUBSTITUTE FOR SLEEVING. (5-8-09) Approved f UCtIOn O � 14. PEDESTRIAN RAMPS ARE TO MEET THE REQUIREMENT OF ISPWC SD-712G WITH C. PREPARE REPORTS OF PURGING AND DISINFECTING ACTIVITIES. - (2) POTABLE PIPELINE IS BELOW NON-POTABLE PIPELINE; THE NOW W YELLOW TRUNCATED DOME INSERTS (STAMPED CONCRETE NOT ALLOWED),5"CONCRETE&4"GRAVEL BASE. FLUSHING NOTE:FLUSHING SHALL OCCUR FROM A FIRE HYDRANT LOCATED AT POTABLE PIPELINE MUST ALSO BE SUPPORTED THROUGH THE - U W q THE WEST END OF CONSTRUCTION AND CARRIED IN A FIRE HOSE THAT CROSSING TO PREVENT SETTLING. (5.8-09) SEP 2 8 2018 m W Z 15. ALL UTILITY MAINS SHALL BE LOCATED A MINIMUM DISTANCE OF 3'FROM LIP OF DISCHARGES INTO A NEW RETENTION BASIN OR DISPOSED OF IN A WATER TRUCK IV. PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZED MAINS OR LINES F- Q GUTTER. AND TRANSPORTED OFFSITE TO AN IDEA APPROVED LOCATION. CONTAINING NON-POTABLE FLUIDS SHALL BE NO CLOSER VERTICALLY THAN f' 13. PLACE MARKING TAPE AND NO. 12 DIRECT BURIAL LOCATING WIRE ALONG ALL EIGHTEEN(18)INCHES FROM POTABLE MAINS. (4-7-11) City Engineering Dept U) Z H WATER MAINS AND SERVICES. C. EXISTING POTABLE SERVICES IN RELATION TO NEW NON-POTABLE MAINS, Z Z Q V SANITARY SEWER NOTES: O DC EXISTING NON-POTABLE SERVICES IN RELATION TO NEW POTABLE MAINS, Fr V UJ cc 1. CONSTRUCTION SHALL CONFORM TO THE IDAHO STANDARDS FOR PUBLIC WORKS AND EXISTING POTABLE SERVICES IN RELATION TO NEW NON-POTABLE Z CONSTRUCTION(2015 EDITION),THE CITY OF TWIN FALLS STANDARD REVISIONS IDAPA 58.01.08.542.07 r W Q SERVICES SHALL MEET THE REQUIREMENTS OF SUBSECTION 542.07.8., (n 0, (n OF THE 2015 ISPWC AND ALL OTHER LOCAL, STATE AND FEDERAL AGENCIES SEPARATION OF POTABLE, NON-POTABLE, AND RAW WATER WHERE PRACTICAL BASED ON COST,CONSTRUCTION FACTORS,AND PUBLIC Z LJJ z a WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN. HEALTH SIGNIFICANCE.IF THE DEPARTMENT DETERMINES THAT THERE ARE O PIPELINES O Q 0 2. TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH WITH THE IDAHO SIGNIFICANT HEALTH CONCERNS WITH THESE SERVICES,SUCH AS WHERE A U)_ i0 STANDARDS FOR PUBLIC WORKS CONSTRUCTION(2015 EDITION)AND THE CITY OF 7. SEPARATION OF POTABLE, NON-POTABLE AND RAW WATER PIPELINES. THE LARGE EXISTING SERVICE SERVES AN APARTMENT BUILDING OR A SHOPPING Q _ 15 TWIN FALLS REQUIREMENTS. REQUIREMENTS FOR THE PROTECTION OF POTABLE MAINS FROM CONTAMINATION CENTER,THEN THE DESIGN SHALL CONFORM WITH SUBSECTION 542.07.B. Q 3. ALL SEWER MAINS AND FITTINGS TO BE CONSTRUCTED WITH ASTM 3034,SDR 35 BY NON-POTABLE PIPELINES ARE DESCRIBED IN 14gwNA�aPsI1BI0YV. m SUBSECTIONS 542.07.A.THROUGH 542.07,THE TERM"PIPELINE"APPLIES TO BOTH CMbek eyourig PVC PIPE. MAINS AND SERVICES. THE DEPARTMENT WILL USE THE MEMORANDUM OF GRAVITY IRRIGATION AND DRAINAGE NOTES: 4. POTABLE & NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA UNDERSTANDING WITH THE PLUMBING BUREAU AS GUIDANCE IN DETERMINING CALL 2 BUSINESS DAYS IN ADVANCE BEFORE ^ RULES AND REGULATIONS AS NOTED ON THIS SHEET. THE RELATIVE RESPONSIBILITIES FOR REVIEWING SERVICE LINES. THE 1. CONSTRUCTION SHALL CONFORM TO THE IDAHO STANDARDS FOR PUBLIC WORKS $ CONSTRUCTION(2015 EDITION),THE CITY OF TWIN FALLS STANDARD REVISIONS YOU DIG,GRADE,OR EXCAVATE FOR THE CONDITIONS OF SUBSECTIONS 542.07.A. AND 542.07.B. SHALL APPLY TO ALL 5. NO SEWER SERVICES WILL BE ALLOWED TO ENTER A MANHOLE OR A STUB-OUT OF THE 2015 ISPWC AND ALL OTHER LOCAL, STATE AND FEDERAL AGENCIES MARKING OF UNDERGROUND MEMBER MAIN. POTABLE SERVICES CONSTRUCTED OR RECONSTRUCTED AFTER APRIL 15,2007 WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN. UTILITIES h AND WHERE THE DEPARTMENT OR THE QLPE IS THE REVIEWING AUTHORITY.RAW s`3 6. MANHOLES SHALL BE INSTALLED WITH CONCENTRIC CONES AND HAVE NO STEPS WATER PIPELINES MUST BE PROTECTED FROM CONTAMINATION FROM 2. TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH ISPWC STANDARDS. m a INSTALLED. NON-POTABLE PIPELINES, AND MUST NOT CONTAMINATE POTABLE PIPELINES. FILE: 60-17-058 G-002 3. POTABLE AND NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA DIGLINE NOTE: JUB Paa.n:60-n-058 m 7. MAINTAIN 48"COVER OVER SEWER MAINS WHERE POSSIBLE, PER COTF TFSD-301, THEY SHALL THEREFORE MEET EQUIVALENT SEPARATION DISTANCES SHOWN RULES AND REGULATIONS AS NOTED ON THIS SHEET. m a BELOW FROM EITHER POTABLE OR NON-POTABLE PIPELINES. 4-4-13 DRAWN BY: KCK MW 8 y 30"MINIMUM COVER IS REQUIRED OVER SEWER MAIN AND SEWER SERVICE PIPES. ( ) THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN DESIGN BY: SEA 4. STORM DRAIN PIPE BETWEEN 4"8 15"DIAMETER SHALL BE PVC ASTM D 3034, APPROXIMATE WAY ONLY. T LL MINIMUM WALL THICKNESS SDR 35. EXACT LOCATION OF ALL E ISTING UTILITIES BEFORE COMMENCING CHECKED BY:TAA WORK. THE CONTRACTOR AG �517U116E/�cPA ,'PD 11 p ONE A. PARALLEL INSTALLATION REQUIREMENTS. (5-8-09) 5. STORM DRAIN PIPE BETWEEN 18"& 36" DIAMETER SHALL BE PVC ASTM F 679, `1,(I(,}{1•g€`� cAJ'aI�E`� �L'QNS ATFUUSIZE,IFNOTONE ANY AND ALL DAMAGES WHI H C I D SN H. 1. POTABLE MAINS IN RELATION TO NON-POTABLE MAINS. (5-8-09) MINIMUM WALL THICKNESS T-1. FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL LAST UPDATED:9/20/2018 UNDERGROUND UTILITIES. CA L DIGRumFeAwed-f8wr-dA-06afpiFance [SHEET HOURS PRIOR TO EXCAVATIN TO REQUEST LOCATIONS OFUNDERGROUND UTILITIES. PLANS MUST BE ON JOB SITEITLE G-00`'G Page 2 of 73 r A T B T C T D T E T F , REVISIONS DESCRIPTION DATE t , Z o w � �� ow -------` --- _ I 12'GRAVEL EASEMENT - - ___ OWNER i ------ ----- DOG PARK 11 0 0 m coo m I n l m I ---���----- I 1 #1408 a t o t o #1201 1 , I I N M I M M M I O Key Our # =To Their Letter I I I BLDG 16 I I I --- I o I I ; I M z I' # I # 1 # I 1 1 # I 'I __ j #1407 M i2 I i2 BLDG 13 1 # O #1202 Z 19-3357 EASEMENT #15 #1203BLDG 1 O Type 2 E" 19-3358 0 1" #1502 L #1405 5 CO #1204 BLDG 2 = A Type 3 i � I Phase G13 Id � — I a r cn BLDG 3 = B Type 3 19-3359 i BLDG 16 ( - la N #1205 1 v w 11 #1503 #1404 m P 5� 111 'i I (N-TYPE 2) y� 19-3360 l ° — 13 1 — of , Q BLDG 4 = C Type 3 I L 1 w #1504 #1403 BLDG 121 #1206 1 w o q o _ 7 BLDG L c� — ——— BLDG 14 (M-TYPE 21 BLDG 5 = Clubhouse 19-3353 I 0 UItU (K-TYPE2 a cn #1505 #1402 +(L-1YPE �_ #1207 1`-� O i #1506 #1401 BLDG 6 = I Type 1 19-3361 , I I I #1208 I Z Q � I I BLDG 7= F Type 3 19-3362 '--_- ' I #150 Ph .0 I ~ x 1 l --- Il -- BLDG 8 = DT e3 #15os I 0 Type 19-3363 7 f/i o - #1101 1 U 0 2 I q,3 = �� o --- I w BLDG 9 = E Type 4 19-3364 I o Phase I #1102 I z X 37 I a CBLDG 10 = G Type 2 19-3365 J 1 -0 5 7 t22 I #1103 �p, m� o _ W aI o _ D] #1104BLDG 11 = J Type 2 19-3366 I 0 3 BLD 1 0— HUM 000000000 1 (U-N 2) � #1105 BLDG 12 = M Type 2 19-3367 I i I ————— 7 20 O 1 Mo 1 No o I 1 _ I CO20118HT i— A BLDG 6 1 1- -4-1 co 1 a 1 1 I #1106 BLDG 13 = P Type 5 19-3368 jI fl#104 I I I " 1 I I _—_ L ( Lu I F.F.52.40- — I #1107 r BLDG 14 = L Type 2 19-3369 j I I I BLDG 5 LDG 6 U a I I I (mil BLDG 5(H) (I-TYPE 11 �' #1108 BLDG 15 = K Type 2 19-3370 1 ♦ I v 0 YP BLDG 1 -- I O o 00 i I (O-TYPE 2) ■ 9 I v� bA b BLDG 16 = N Type 2 19-3371 I N 1 ' i 1 #704 - I o 16 #1001 o #703 n ___ _y e I I I PLAYGROUND BLDG 7 O BL 10 l o w F-TYPE 3) #702 m �) (G- —#1002 _ 431 — #1003BLDG 4 #701 BLDG 9 E;;E ) / w #1004 V k3 0 Ix V] N, O L G Buildings shall have approved address numbers,or approved building Identification placed I -BLDG (B TY E ) #ao1 BLDG 8 o #1005 I > c All buildings shall have a permanently posted address,which shall be placed at each I 1 — U r driveway entrance and be visible from both directions of travel along the road.Buildings 1 #1006 shall have approved address numbers,or approved building Identification placed in a l 1 W #402 7 1 position that is plainly legible,visible from the street or frontage road fronting the property A 1 BLDG 2 , BLDG 3 , - BLDG 8 I BLDG 9 #1007 1 I u I I II u o a #403 and of a contrasting color(IFC 505.1). — O O O O II II O O p O II II p O O O 11 M N N N N N M M M M _ _ OD OJ CO aD O 01 m O Address size is based on distance from the street:up to 50 ft.is 4 in.,51 to 100 ft.is 6 in., �* �* '* '* #1008 I I 101 to 1�0 ft. is 8 in., 151 to 200 ft.is 10 in.and greater is 12 in 1 I I I #aoa I I The Twin Falls Fire Marshal or his representative shall approve building number location �\ ————. ——_. UCEMED prior to installation. PhaseI LeseeeeJ�Leee_�Le_eeees�LeeJ E------------------r�---------------�-- I 1 iI GUNCE 1 iD r[ I /^YII I o i __-____________ __________ ------ ----- � -- ------------- - ---- - - - - 4 ' SITE PLAN SEE FIRE MARSHALL FOR TE:k&&W6+�.MgF�� Tf�1cIF SCALE r=30'-0° LOCATIONS OF BUILDING HAVE A FIRST LOOR THAT ETS SHEET DATA NUMBERS&ADDRESSES L TOM °M �hW OWS1 DRAWN BY: 1G NORTH CARPORTS TO BE CxECREDBY: JG SCALE: PERMITTED SEPARATELY °ATE: 1a,23�2018 PROJECT p: 1]�36 SHEE`F U BERR A O•I L _L _L _L _L J Page 34 of 73 J-U-B ENGINEERS,INC. CU Z C') c QDo ry E LL N D co 8 A ............................. N00'00'27'W 2639.39. ....................................................... Z zt 00N O 1C .. ZLL.......................................... ........ Z .o c W CARRIAGE LANE w LLI LO 0 2.00' 5' WITNESS CENTER 1/4 m o_ Ls7048 NOO'00'27"W 822.34' ILLEGIBLE R CORNER SECTION 11 r R�rn LS7048 159.81 172.65' 491.87' vl b 58' i — p/E — P/E _ P/E — P/E — P/E O LL P/E N '< "' a PLAT SHOWING 10 OD Z 0 a a oo ADDISON SPRINGS SUBDIVISION I` Ncq LOT 3 o LOT 2 < z MIX v 26,214 SF o 25,449 SF o F rr N I 0.60 ACRES o 0.58 ACRES �9 NW o LOCATED IN THE SW 1/4 OF THE SE 1/4 Z ao ��_ OF SECTION 11, T. 10 S., R.17 E., B.M. 00 180.36' 172.58' I CITY OF TWIN FALLS, TWIN FALLS COUNTY, IDAHO LS7048-)--r NOO'00'00"W 352.93' L2: 'a a ,{1ffp1pyY7 �Q� Ld �w3 00 a LOT 4 Lu N I^ 57,230 SF $ Q 60 '' RIG 18DE CAT DF_TOAY 1.31 ACRES Z z i CITY OF TWIN FALLS - o V) II,�I <3 � o m a r4CI�Y O +. Jtt" @ z oo :.° n rn Zb �@JIIHbI Is F -3wrc�$ io c� 1p LOT 1 I n Nfhlgiil6'�I 1 III S_ 5"a z Z cO N00'00`00"W 356.07' Cl w BLOCK 1 307,125 SF ��e�l� 4 1 ` W mz a 9 O U_ �mi, m 7.05 ACRES I rn � ra -r Iryf�IyMiY �.,l o F j�zu U N •IM I N � 'l}VC'd� .�' I'll' 4' . -' �t9 O F p wo n 0.12 ACRES, 5229 S.F. a o 3 L3 RIGHT-OF-WAY I TILL LI Wa o 0 DEDICATED TO p� 60 CITY OF TWIN FALLS O a0 w Z \ a 46, °' 6' RIGHT-OF-WAY 2 EASEMENT UTILITY I h m y s N' DEDICATED TO INST 07018023 -;0-0. irc a C4 CITY OF TWIN FALLS04 z z �� 11B688 SF� VICINITY MAP m ^ 2.75 ACRES n I NOT to SCALE Z$4 w 15.00' UTILITY & IRRIGATION EASEMENT LEGEND m Z - Nw N a O FOUND 5/8'REBAR MONUMENT WITH U. PLASTIC CAP MARKED AS NOTED N as '0 I SET 5/8"REBAR WITH PLASTIC CAP a3 I r 8 F9 W r- 0 MARKED PLS 8077 Z Z W O ^ OWN COMPUTED POSITION, 1" o p 18.00' X 50.00' w o o I NOTHING FOUND OR SET 0 W 8 ,00 I ACCESS EASEMENT o 2 a '� FOUND BRASS CAP (n ro l O Z m U 7 4 Z — P/E P/E— — —P/E — P/E Z — P/E — P/E— — P/E QUARTER CORNER Z 374.38' 479.65' U) ~ LS1000 —P/E P/E _P/E T P/E 0 o - ---_..A/E... — — — 1 _ P/E_ ............. SECTION CORNER .... N (n 0. r` — . ..—...--� E Z Z J v Z............................................................... S00'O6'19"E 860.03. ................................. 20.00' UTILITY � TRUE POINT 1 EASEMENT BOUNDARY CC OF BEGINNING INST#2017018022 LOT LINE U z Irran^ a ` — P/E PERMANENT EASEMENT UJI vJ REFERENCE DOCUMENTS R/W R/w RIGHT-OF-WAY O C/) O NOTES o RECORD OF SURVEY FOR FARNHAM/GRABOWSKI - INST # 2017-005933 1. ADDITIONAL UTILITY EASEMENTS NOT SHOWN ON THIS PLAT SHALL BE QUARTER SECTION LINE U)= V RECORDED SEPARATELY FROM FINAL PLAT TO ALLOW FOR CORRECT UTILITY RECORD OF SURVEY FOR CEDAR PARK, L.L.C. - INST # 2015-004282 SECTION LINEPLACEMENT DURING FINAL DESIGN. — — — 9 WARRANTY DEED - INST # 2017-018454 0 a CEDAR PARK SUBDIVISION BO 12O SION NO. 1 - INST #1997-014360 SANITARY RESTRICTION CERTIFICATE OF APPROVAL Q SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE,TITLE 50.CHAPTER 13 HAVE BEEN SATISFIED BASED CEDAR PARK SUBDIVISION NO. 10 - INST #2014-007131 � ON THE DEQ APPROVAL OF THE DESIGN PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE CEDAR PARK SUBDIVISION NO. 3 - INST #1999-020883 DEVELOPER FOR CONTINUED SATISFACTION OF THE SANITARY RESTRICTIONS.BUYER IS CAUTIONED THAT AT v u N CEDAR PARK DUBDIVISION N0. 5 - INST #2000-013529 THE TIME OF THIS APPROVAL,NO DRINKING WATER OR SEWER/SEPTIC FACILITIES WERE CONSTRUCTED. SCALE IN FEET a.w) BUILDING CONSTRUCTION CAN BE ALLOWED WITH APPROPRIATE BUILDING PERMITS IF DRINKING WATER OR SEWER FACILITIES HAVE BEEN CONSTRUCTED OR IF THE DEVELOPER IS SIMULTANEOUSLY CONSTRUCTING LINE TABLE CURVE TABLE THOSE FACILITIES.IF THE DEVELOPER FAILS TO CONSTRUCT FACILITIES OR MEET THE OTHER CONDITIONS OF m u! DEO.THEN SANITARY RESTRICTIONS MAY BE REIMPOSED,IN ACCORDANCE WITH SECTION 50-1326,IDAHO LINE BEARING DISTANCE CURVE LENGTH RADIUS DELTA CHORD CHORD BEARING CODE,BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL,AND NO CONSTRUCTION OF ANY BUILDING OR 2 w m p Lt N44'25'48'W 25.14' Ci 31.01' 20.00 88S101 28.00' N44.25'57'W SHELTER REQUIRING DRINKING WATER OR SEWER/SEPTIC FACILITIES SHALL BE ALLOWED. $¢ Z L2 N01-08.32-E 18.00- p FILE: 60 17-058 C-100 C, Z a L3 NOi 08 32-E 12.00 DATE HEALTH DISTRICT SIGNATURE �m V JUB PROJ.#:60-1-0 6 O DRAWN BV'. KCIVMW y DESIGN BY SLA CHECKEDBV: TAA CITY APPROVED PLANS ONE INCH AT FULL SIZE,IF NOT ONE LAST UPDATED:9/20/2018 Reviewed for Code Compliance SHEET PLANS MUST BE ON JOB SITE a TITLE �/ I n_1 00 d❑ Page 3 of 73 �3744.90 J-U-B ENGINEERS,INC. — RBFV NO CAP o� Z 4S >c { I f lcc ¢CO OD cJ Lu R1 p COU Ij Z L 00 KEYED NOTES 0 o,A n o - 1C45'E 633.98' cC �_.�J^' '- �� at�oa• NaA•irn• STAGING, STOCKPILE MANAGEMENT, WASTE MANAGEMENT, w Z LL p B —� --��0 1I 3747.34 0 60 120 AND HAZARDOUS MATERIAL STORAGE AREA PER BMP'S In a 6 - RI RBFV NO CAP 2, 9, AND 12 RESPECTIVELY PER IDEQ SPECIFICATIONS. Co r 3 W7.74 a 108 VEHICLE TRACKING CONTROL ENTRANCE & EXIT PER ~ I CI EHM 3747.61 RBFV NO CAP SCALE IN FEET BMP 5 PER IDEA SPECIFICATIONS. CONCRETE/I j \III I ® IDEQ S ECIFI�ONS MANAGEMENT AREA PER BMP 13 PER ANAL fl Sg� E,y —o-- CDSILT FENCE PER BMP 36 PER IDEQ SPECIFICATIONS '��\S II II ill j� DUST CONTROL PER BMP 7 (POTENTIAL DC NON-STORMWATER DISCHARGE) GENERAL OVERLAND FLOW DIRECTION (POTENTIAL OF 4 �— NON-STORMWATER DISCHARGE) '4Cy A.pF' � vII Ii I ,} —3750 .3 10 EROSION AND SEDIMENT CONTROL NOTES $ N< \ 1. THE EROSION CONTROL AND SEDIMENT SYSTEM SHALL BE INSTALLED PRIOR TO ° DC DC DCm � 91 CONSTRUCTION. 2. CLEARING LIMITS AND/OR EASEMENTS SETBACKS, SENSITIVE/CRITICAL AREAS AND " w - -_ THEIR BUFFERS, SIGNIFICANT TREES AND DRAINAGE COURSES SHALL BE CLEARLY 3°B m z --375' STAKED AND MARKED AS SHOWN ON PLANS. c 5-.a z° Ll,i\ Z 3. PROPERTIES ADJACENT TO THE PROJECT SITE THAT ARE SUBJECT TO POTENTIAL m o€'m O EROSION CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED FROM . o' a V m I d V SEDIMENT DEPOSITION THROUGH THE USE OF SILT FENCE, WATTLES, OR OTHER °� z~' L, z - BMP SELECTED BY THE CONTRACTOR.LLI 4. WHEREVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS, A z - 0 ---- - - --------3753- _ (n STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE CONSTRUCTED TO MINIMIZE THE TRANSPORT OF SEDIMENT ONTO THE PAVED ROAD. IF SEDIMENT IS w y o = F- TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED \ �I� g _ d V� THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM my m Z ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED I 'il c O SEDIMENT DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER ?Ez.y d 4 (� SEDIMENT IS REMOVED IN THIS MANNER. A MINIMUM OF ONE (1) ON-SITE STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED. n III 89'S8'»"F 147.44_ _ S89'S8'17"E 161.44_ _ _ _ S89'58'17"E 323.79' 5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS 10� AFTER FINAL SITE STABILIZATION IS ACHIEVED. TRAPPED SEDIMENT SHALL BE 5j0' 3 Z REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM y REMOVAL SHALL BE PERMANENTLY STABILIZED. /rllll 2 6. ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON-SITE DURING CV F' CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES - I a LLI (� NOT CAUSE CONTAMINATION OF STORM WATER OR THE SITE. 0 7. EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSPECTED, MAINTAINED, Q CK AND REPAIRED BY THE CONTRACTOR AS NEEDED TO ASSURE CONTINUED Z PERFORMANCE OF THEIR INTENDED USE. I �I I I,J = 8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE EROSION AND SEDIMENT CONTROL O �+ 1; o d z MEASURES, INCLUDING BUT NOT LIMITED TO SILT FENCING, SEDIMENT Z �� I ' z PONDS/TRAPS, DIVERSIONS SWALES, CHECK DAMS, SEDIMENT BARRIERS, FILTER O O gl I+o FABRIC, MULCH, AND SEEDING, AS CONDITIONS MAY REQUIRE. >— LV ZI o U 9. THE CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE AT ALL TIMES FOR I­_C) Z I- (n 4 �J I o PREVENTING SILT-LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. 'I o 4 FAILURE BY THE CONTRACTOR AND/OR OWNER CAN RESULT IN A FINE. m D O Z N9I,0'OO'00"E 147.42' o 10.AT NO TIME SHALL CONCRETE, CONCRETE BY-PRODUCTS, VEHICLE FLUIDS, PAINT, V O CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE N I- 1 � I11 I i. TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE (n Z o PROJECT SITE. Z II/\li iol Iv10i 11.AT ALL TIMES OF THE YEAR, THE CONTRACTOR SHALL HAVE SUFFICIENT MATERIALS, _ V 11� EQUIPMENT AND LABOR ON-SITE TO STABILIZE AND PREVENT EROSION FROM ALL Z Q p ao DENUDED AREAS WITHIN 12-HOURS AS SITE AND WEATHER CONDITIONS DICTATE. Ir 0 LUcc o mV\ DC ^I DC DC CONTRACTOR SHALL PROVIDE DUST CONTROL, AS NECESSARY, TO BE COMPLIANT CL (D S L w WITH ALL LOCAL AND STATE CLEAN AIR/DUST CONTROL POLICIES. THE SPRAYING �r' Z W OF WATER ON DRY AREAS SHALL BE USED TO CONTROL DUST. CONTRACTOR SHALL 'y4r.,ll I SUPPLY ALL THE NECESSARY WATER FOR DUST CONTROL Z C Z of I 12.CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL ADJACENT PROPERTIES TO Q Q o o THEIR ORIGINAL CONDITION DUE TO ANY CONSTRUCTION RELATED ACTIVITIES AT NO C,) O o zl I S88'S1'28"E ADDITIONAL COST TO THE OWNER. = LLLI U 53.26' 13.NONCOMPLIANCE WITH EROSION CONTROL REQUIREMENTS, WATER QUALITY d 9 N44'25'48"W — — — — — — — — " . — REQUIREMENTS AND CLEARING LIMITS VIOLATIONS MAY RESULT IN REVOCATION OF /W 2 B4 EHM, _ _ _ __ m 76 57 25 14' PROJECT PERMITS AND PLAN APPROVAL AND BOND FORECLOSURES. - 76 . - - SOO'00'00"E -�SR------TM^�- J Ra.�_- _ 1 TO ANY SITE CONSTRUCTION, INCLUDING CLEARING, LOGGING OR GRADING, Q y R g 129 82' S 1'28"E 161.4T 37 31u.s5 12 00 _ Ra— 4 THE SITE CLEARING LIMITS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE Q 77 �� J r NB651'2e'W t71.88' - E 271 29 1 — — =— PROJECT SURVEYOR (OR PROJECT ENGINEER) AS REQUIRED BY THESE PLANS. ,3zf4:64,M T 7.53 P R FVC- --.,F 3.60 0 — 588'S1'28" _ _ __ — -_ 15.SITE WORK MUST BE PERFORMED IN ACCORDANCE WITH CURRENT CITY ADOPTED 1347BFFV EHM 376- K ���+ asAN - L RBFV LS 7048. _ -I �� - 3-763 Rom' INTERNATIONAL BUILDING CODE. } � RBFV EH I �� P�67 19—� *� .44 �_ Approved f UCtion 16.STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED BY a VW 3 x T° EHM' TEMPORARY SEEDING AND MULCHING. HYDRO-SEEDING IS PREFERRED. RBFV _. Imo' AD — — �'66\ _ _ _______- 1 FROM OCTO 1 THROUGH L 0, S REMAIN EXPOSED AND _ _ 7. M BER APRI 3 NO OILS SHALL R MA s w - _T UNWORKED FOR MORE THAN 2 DAYS. FROM MAY 1 TO SEPTEMBER 30, NO SOILS 67.84 c g B C w -Ixw-- -- o ON�AVE. EAS SEP 28 2018 SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN 7 DAYS. THIS -0-' --- —_� f. y _ _ L� �_-- STABILIZATION REQUIREMENT APPLIES TO ALL SOILS ON SITE, WHETHER AT FINAL FILE: 60-17-058_C-101 _ - fl15 Iz - _ �s=-�7py- - - --- - - __ __ _o GRADE OR NOT. THESE TIME LIMITS MAY BE ADJUSTED BY THE LOCAL PERMITTING JUB PROJ.N:60-17-058 W Raw ® 1 a/W R/W City Engineering Dept AUTHORITY IF IT CAN BE SHOWN THAT THE AVERAGE TIME BETWEEN STORM EVENTS DRAWN BY: KCK/MU I JUSTIFIES A DIFFERENT STANDARD. DESIGN BY: SLA g w 18.CONTRACTOR AND OWNER SHALL BE RESPONSIBLE PIG CHECKED BY:TAA s% PRIOR TO FINAL PLAN APPROVAL FROM CITY OF TW ���I�,.�. � "I^, ,•,Tu co" ONE INCH l I 1 T APPROVED PLAN, AT FULL SIZE,IF NOT ONE mLAST UPDATED:9/20/2018 \ I Reviewed for Code Compliance SHEET 4 c g m A I PLANS MUST BE ON JOB SITE TITLE -FOR ALL INSPECTIONS 1 101 Page 4 of 73 fjoB J-U-S ENGINEERS,INC. U Z >CO cc Q 00 N pEp w Q M U Z 00 uj N Q) O ai Z ZLL c w Cn C 0 pp 3 a M TH rc>y�UO R UOZW¢ � �Om m oy��8 h �w � ogmJ �LL a �O U<_ Q KUhHPz rc W f . WF 70 NOT �°� �N =�mw� USED 40-0. Z oZ s >0 W CC-) co 4 co � Z U) o O w m cn cn U) f- z Zp Ir U ° OC s «nw Z � 0= 0 U F I..^L Q u� 44 �1 J U JUBPRCJ.1#60-17-058 DRAWNSY'. KCKIMLJ m a w DESIGN BY LA CHECKED BY:TAA ONE INCH i CITY APPR VED PLANS IN FULL SIZE,IF NOT ONE SCA LAST UPDATED:82/2018 Reviewed for Code C liance SHEET PLANS MUST BE ON JO ITE TITLE C-102 s� FOR ALL iNsPFcTmNq Page 5 of 73 l— LEGEND(PROPOSED) LEGEND(EXISTING) NUB 1 1'I 7 STRUCTURE SIDEWALK J-U-B ENGINEERS,INC. 3744.90 --� Y RBFV NO CAP SIDEWALK CURB AND GUTTER Z — y � CURB AND GUTTER -EP-----EP— EDGE OF PAVEMENT N CO /I ��, `C. � Q Cn I HANDICAP PARKING R/W RIGHT OF WAY cc 00 cVl E W M O EG EDGE GRAVEL —----W-----W— WATER LINE(SIZE AS INDICATED) W y W-- WATER LINE(SIZE AS INDICATED) ® WATER METER Z a-+_N N 150 2" z O l.L ai WATER METER Z Z L.L C DWQ WATER VALVE ULI WATER VALVE FIRE HYDRANT m r'� LL RBFV.34 NO CAP Y FIRE HYDRANT —----SS-----SS— SEWER LINE(SIZE AS INDICATED) ~ ILOIN 108 'II v I H4 I I EVILDING IP i 3747.61 SS SEWER LINE(SIZE AS INDICATED) OS SEWER MANHOLE 748- -- -- I RBFV NO CAP • SEWER MANHOLE -------3755------- CONTOUR LINE(1'INTERVAL) I I \I I rtr� a 9\ONAL Lr II �L I O SEWER CLEANOUT E ELECTRICAL BOX 'y � m PIRR PRESSURE IRRIGATION LINE O TELEPHONE RISER 9 0 ••� o m- -- IRR IRRIGATION LINE J JUNCTION BOX m O l0 ® CATCH BASIN ® TRAFFIC LIGHT POLE ICY a ANY` I I'•' -- �♦•'�Tr �i O LIMITS OF PUBLIC ASPHALT PAVEMENT -E3- POWER POLE - I •J ANCHOR Hydrants Fop FIBER OPTIC LINE 3750 • li A 3-foot clear space shall be maintained around the circumference of fire hydrants except as -----UT-----LIT— UNDERGROUND TELEPHONE LINE w �- otherwise required or approved. � i ° OHP OVERHEAD POWER ur< > •• • I zw �•—• M , 3®1 BUILD j .'I -- -----G-----G— GAS LINE � g m WILDING H I O w�w w t F w -- I�. .•� f.•.•.�.�a.Tl Q MAILBOX i7 m J o. I. •�� • LOT 1 h-•.....��j O . -----x-----X— FENCE K�io z Lijo .�. - TREE(CONIFER) a z It: WHO 0m ® �- Q TREE(DECIDUOUS) o.m z Q S 2g V CATCH BASIN a o xrc O Wti3 Q 753 0 60 120 ti �0 y I rc h rc U all NG r BUILDING m E}11LDiNG p B�ILDIrvG 4 I SCALE IN FEET rc I� (—• —• 37,_sue. •� W L_ :�t _Q �w W PROJECT NOTES: STREET INFORMATION w y .� 1. PHASE i CONSTRUCTION SHALL BE LIMITED TO LOT 1 AND THE NORTH 40' CARRIAGE LANE z rr / OF LOTS 2,4 AND 5.BLOCK 1. EXISTING RIGHT-OF-WAY=36'CL TO R-O-W a F I I PROPOSED RIGHT-OF-WAY=39'CL TO R-O-W 2.PHASE 2 CONSTRUCTION SHALL CONSIST OF LOTS 2-5 OR VARIOUS EXISTING AS WIDTH(EAST SIDE)= 12'CL TO EDP o I 3755 - COMBINATIONS OF LOTS THEREOF. PROPOSED ASPHALT WIDTH(FAST SIDE)-24-CL TO LIP OF GUTTER Z — �z 3.CERTAIN AREAS I ROADWAY CONSTRUCTION AND UTILITY PER EXTENSIONS SHALL ADDISON AVENUE EAST: O w j(j LOT 2 -- BE ALLOWED TO BE INCLUDED IN PAYBACK AGREEMENTS PER CITY CODE. N Z Z o II AREAS OUTSIDE OF TURN LANE: O g / I 4. PRESSURE IRRIGATION PUMP STATION DESIGN,GRAVITY IRRIGATION SYSTEM EXISTING RIGHT-OF-WAY-40'CL TO R-O-W Q DELIVERY DESIGN.AND THE PRESSURE IRRIGATION DELIVERY SYSTEM DESIGN PROPOSED RIGHT-OF-WAY=46'CL TO R-O-W J /LU ci I = I 3756 ++ '- FROM THE PUMP STATION TO CARRIAGE LANE,TO BE PROVIDED BY OTHERS. EXISTING ASPHALT WIDTH(NORTH SIDE)= 16'CL TO EDP U5. Cl (I) 1 -__ 814SEESHEET PROPOSED ASPHALT WIDTH(NORTH SIDE)=31'CL TO UP OF GUTTER n 4 W S�TO �_I _-__ EXISTING EASEMENT INFORMATION. PROPERTY BOUNDARY AND LOT DIMENSIONS,AND D Z 7 rc - AREAS WffHIN TURN LANE LOGTION: W L 6. INDIVIDUAL EASEMENTS SHALL BE RECORDED FOR PUBLIC UTILITIES AFTER EXISTING RIGHT-OF-WAY=40'@ 58'CL TO R-O-W U) 0 LOT 4 LOT 5 THE FINAL PLAT HAS BEEN RECORDED AND PRIOR TO FINAL PROJECT PROPOSED RIGHT-OF-WAY=58'CL TO R-O-W i mz I 3757 ACCEPTANCE BY THE CITY. EXISTING ASPHALT WIDTH(NORTH SIDE)-22'-32'CL TO EDP '��rr��CI) Q p 4 u I _ ------ PROPOSED ASPHALT WIDTH(NORTH SIDE)-31'-43-CL TO UP OF GUTTER V Z J U LU o� - _ I - _ i - m_ INTERIOR STREETS: Z_O > J $ I^ - -- BENCH MARK ALL INTERIOR STREETS ARE PRIVATE AND MAINTAINED BY OWNERS.MINIMUM /1 W a i t I - I ASPHALT WIDTH SHALL BE 24'. 0 V L a ` I, LOT 3 --- ---_-- _-- CITY OF TWIN FALLS FIRE HYDRANT 3913-3146 El 3750.72 N r Q a _ CO c? O� U1 Z-__ ----- _ (n O IA-Of �I� ._8'W 8'W Approved for ruction _ °t DELIVERY LINE SEE NOTE 4 THIS SHE aEP 2 2618 - Q ( --__- - PRESSURE IRRIGATION PUMP STATION AND 2 4 1 15 — PIRR - rt. RQ J // - 9 4.64 - --- — ,�—�—P pR �l City Engineering Dept o tt� PIRR �1y F�M/W �.53 P�1 PIRR 5767.82 376�.Y9 -- _I — (BFV EHM PK - -- — — — RBFV _ _ -LS 7048 T,.°= �-° _- l -_� . � L �763 44 °. - - R e/�v a R/�' m iJ7fi 3767 - [i+" _Eri' -Erv- n� o- _ -R -_ I ry -_--"� p- a li 8 -&BFi�- BRc w----- -lw-I"I ADDISON AVE. EAST s _�— R 3> rr r ,- � _ s 6g�- �_- -31-- �- - �� �� FILE 60 1 O50_C 10 w 7 _ 3767.84 7 3 m --- •'� — tr- -z -- ��[[�� /I JJI _ _-- - `'1' -1 DM s-w-E- - DRAWN BV KCKIM _-�i2 = P2"or===atv -,..w- ,.,N raw i- LJ i IW - , -A✓dr- R :. ��fD - C9-._- - - - - ��z S• rYk^------f DESIGN BY SLA W R/W CH PUBLIC ROAD CONSTRUCTION IN COOPERATION =c -- CHECKED BY:TAA CITY 0P—ROBED PLANS AT FULLONE NOT ONE y WITH ADJACENT PROPERTY OWNER Reviewed for Code Compliance S UPDATED:9/20/2016 SHEET 6 PLANS MUST BE ON JOB SITE TITLE O V C-103 Page 6 of 73 l- AREA 1 AREA 2 3 a J-U-B ENGINEERS,INC. U ® m Z ® ®� k o � o v — - - ® - - m — —— — — — — m - - - - -m — — — — — — — — m — u m- - - - -- - W ca`>S� N E co 1 LLI — 00 ^ a I I i I I I I I I I 0 30 60 Z Z LL d I BUILDING N I I I I ' I � I I I I I I I I BUILDING P I I I I I I I I I I I I SCALE IN FEET I I I I I I r I co '§ a ————— I ————— I IIIIIIWIIIIII ————— --�- o — -- I \ONALF�,�i ++++++I Z l9 c + }} + — o — ----- ----- I 4�r A ANR I+ + { + ++ +1 F++ ++ + + ++,} + } + + # + + } # i+ + + 1__.1.�.}�+ + + + + + + + W F +}+}++I \+ + + + + + + I UO � 6 L}+# + # ++� g =� pp OpxNw� O �Q� Jlllllllllllli, °.5 N z ��°ki o =Fg g ® __m_ I �wN�x o o I I �*#+++++++ +++I = �3N I I I I + + + - —rn Q r ++++++++++1 BUILDING I I +++ + + + g+{ + + + + BUILDING H I I + + + + ± +I . UI++#+#+,#+#+++I I I I ++++++++ +++{ ————— 1++++}+++rt+'+++++J+l :*+1 + + t } + 1:+:+:�:+:+:# `+:+}} } +++] - + + +} + + + ++- i +� # + + + II wU>z- Ior1 + ZQD OL ++++ ' — ACCESSIBLE PARKING LAYOUT I SEE ARCHITECTURAL SITE PLAN FOR • I 1- W W q LOT 1 - z W Cn F' _j__ i ZM O >- Z) O < cc I 1 U ui Z LLI U) Z mil OQ z° __ BUILDING D = QBUILDING A BUILDING B — p � w I o 4 � s w Approved for truction LIMITS OF PHASE 1 CONSTRUCTION `¢ — — — — — — — — — --------- FILE: 60-17-058 C-104 T JUB PRQI.x:fi0-17-056 m I SEP 2 8 2018 DRAWNBY'. KMMU $w I DESIGN BY: SLA 18- r:1, CHECKED BY:TAA CITY APPROVED PLANS OI` EI"DM AT FULL S2E,IF NOT ONE DING LAST UPDATED.9I20/2010 1.OT 2 � 1_or a I I 1_OT S Reviewed for Code Compliance SHEET 7 o$� PHASE 2 CONSTRUCTION - FUTURE PLANS MUST BE ON JOB SITE TITLE C-104 FOR A[I INr.PFrT1QNS Page 7 of 73 —— — — — — — — — — _ — —MATCH LINE, SEE SHEET C-106 — — — — — — — 1)U�\�\111U0 )u`\\ 16 k5 l llrjuo P / 8 R145 3 _ I I I I J-U-B ENGINEERS,INC. 10 DO 7 l 0 20 - 15 4 Z5q$ �,>, BUILDINGC Z I I I ( jch c 16 L Ra Q ...-.I i I I CC Q 00 cw E UJI mow. 1e BUILDING H w 21 I - -- I Z_ .0 00 m EI e. TT ryj O ® ® P 4 22 UT O= N I I I D I I Z Z ILL c I I I I 1 __ LlJ n BUILDING K i I \\ \ 6 0 LOT 4 ? F- x o 0 6 5 R145' R5' e ® I I I I I I i R4'- lU n Rzl5' 0 K I I I I I 4 I I I I R4' � I I R114.81' 17 1 5 80.06' _ 36.00' _ o S\ANAL fN o 0 18.32 14.01' I W 22 i Q S.Do' N90.00, 25.00' 20.00' > dN J� 8 I ___--- nBUILDING `�` s a 6 4' \�I q�Y m o 5I� ' c_ N N w � R4' R4' o —... 20 0 o g o I o o Pi 22.00' 96.00' 9.00'F _ h LOT 1- 5R5' ® B I 31.00' 22.98' �w¢� R4' 3 S.OD' L — — m / 0 >C ol -------- R4,5' R4.5' R4.5' R5'� 0 17 22 I � Zam 15.50' N 54,00' 16.00' 20 17 I 21 0 5.00, 63.00' ® 8 ------- -_ R120' - 20.00 25.0F 20.00' 20.00' 25,00' 0 20.00' O R4' x R4' 0 I` I o IN 16.00' RS' - g - n O a15 N mo o o a oI T 0 -BUILDING N- 22 _ I v I $ vu N 1a 5 I _ i g o am L - ® 16 Rq• _______ �Wpm g - - - - - - - I - � I < a il J I z.oD' ------- � 22 ymwwa LOT 2 m I o ry o�owo R4.5' Ras' R5' 1B --BUILDING °z >c ® ® 31.00' 6.36' 8 I 20.00' o m I I I I 19.00' g 63.00' 1.00' 4.00' I BUILDING O ------- I ,f I• e' R4' zo.00' 20,00- r \ \� .5D' g 15' Z I 22 .�._.� R4' R4' 31.50' • m n 19 - O O Q N O W 9 20 6 c5 u / \ R4' FL CO R30' 1 m 0 $I 15 _9 R31 R30' 4.00' R30' 1 13 CC Q 0 13 1 J ln� g_— _� __- -- - - - - -�-- - u - --�- - -�- -�-1�--� - - o -- LU U __ __!�_____�_ -- In in - -Jn -' _ _ __ __ _ _10_ ___ ___ _ n �Z —ZEr 0 oX Z � m 12 80' END SAWCUT AT CENTERLINE U r Q 7 w I (SEE SHEET C-123 10 \\--1p_____Ep_____Ep_____Ep___—_Ep.-----EP-----Ep-----Ep--- ;_EP-----p_____Ep-----EP-----Ep-----Ep____—Ep_____Ep_____Ep__--_Ep-----Ep-----Ep-----Ep_____EP-----Ep-----Ep_____Ep_____p_____Ep_____Ep—____Ep_____EP-----Ep_____Ep_ Z w } C - - .y"----- ----- ----- ---L° ---- (1 --- - ----- CARRIAGE LANE - ---- 'a�----  - - -- J O= w Ir m 12 V-----12-W-----1x`W-----IV— 2w----- 2V-----12-W— Y-----12, 2; °•au _� ' .— G a.o.� a.c.. - L U - - Q F� 'IV t -----' to I 10 -� 1a � ---- I ' ----12 ----+1z ----uw �---1zw-----12w-----1xW-----1zw-----1 -----1zw----1z'w-----1zw-----1zw-----,zw-------12,r------1zw-----12w------,zvi- - -----+zw-----1z^W-----1zw--- Q 0 SEE SHEETS C-122 THRU C124 FOR AP 2 8 2618 y I I j CARRIAGE LANE CONSTRUCTION PLANS 0 �I � an-----dD_____dn-----dn-----dn---__dn-----dn____ ;_—e __- _____an_ r y1____— I,�y! E _N I.Tr__JD____-N__--_)n— a_N a �a IAz1 nV a WV+x U KEY NOTES Q CURB AND CATCH PLATE GUTTER PER TFSD-701 16 pETAIL SA2ESHEET(CU 901&GUTTER INCLUDED)PER JUB PROJ I#:6og1 7-058 f E� ADA TYPE C3 RAMP PER TFSD-712C W TRUNCATED CURB AND REVERSE PLATE GUTTER PER DETAIL A4 DRAWN BY'. KCKIMW �•'a � DOMES PER ISPWC SD-712,DOMES SHALL BE SHEET C-501 17 ASPHALT PAVING SECTION PER DETAIL Al SHEET C-501 FABRICATED INSERTS COLORED TRAFFIC YELLOW SAWCUT EXISTING ASPHALT,CONSTRUCT CARRIAGE LANE 5'SIDEWALK W/STANDARD CURB&GUTTER PER COTE CURB AND GUTTER LEGEND GENERAL NOTES: DESIGN BY: BLA 8 w 10 EAST OF CENTERLINE PER DETAIL Al SHEET C-502 18 TFSD-709CHECKED BY:TAA ADA TYPE l RAMP PER DETAIL Cl SHEET C-501 CURB TURN FILLET APPROACH PER COTE TFSD-708A ONE INCH 19 SIGN PER ARCHITECT O ADA TYPE 2 RAMP PER DETAIL C2 SHEET C-501 O W/6'VALLEY CUTTER t2 CITY A PR VED PLANS AT FULL SIZE,IF NOT ONE DRIVEWAY W/DETACHED SIDEWALK PER COTF 20 FENCE PER ARCHITECT ASPHALT, OR EDGE OF WALK UNLESS OTHERWISE NOTED. 0 20 40 ® ADA TYPE 3 RAMP PER DETAIL C3 SHEET C-501 TFSD-710C CURB AND REVERSE PLATE GUTTER PER DETAIL LAST UPDATED:6/&2018 DINGLY 13 DETACHED 6'SIDEWALK PER COTF TFSD-709 21 GRAVEL ACCESS ROAD PER DETAIL B2 SHEET C-501 A4 SHEET C-501 2. NOT ALL KEY NOTES MAY BE USED. Revi nce SHEET Q „� O5 ADA TYPE GI MID BLOCK RAMP PER ISPWC 712E v © TRASH ENCLOSURE PER ARCHITECT 14 6"VERTICAL CURB&GUTTER PER TFSO-701 22 5'WIDE SIDEWALK PER DETAIL A3 SHEET C-501 3. PARKING DIMENSIONS AND STRIPING REQUIREMENTS PLANS NK&TEBEFON JOB SITE PER ADA AND CITY STANDARDS. TITLE C-105 � 15 5'-6"SIDEWALK PER DETAIL A3 SHEET C-501 S O7 BIKE RACK AND LOCATION PER ARCHITECT S Page 8 of 73 I' 20 ( B I - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - -- -�; - - --- - - - -r — � 1-U-B ENGINEERS,INC. I U 8 z I all 0) a I$ I I I I I I I I I I I I I I I I 11 CCQ- N E I I I I I I 1 I I I I I I I C20 I m q BUILDING M I i BUILDING J i i I BUILDING G I I Z t I I I I I I I ui 00 II I I I I I I I I I 1 I I I I I I Z Z I I I I I I I j I I j I LLI LO c t II i I I I I I zz 22 22 ® I 15 o 16 'oo 'oN 16 15 0 - I I I I R4' R4' ( 4 ?g /C 17. 81.00, 54.00' O 1 00' 0.7' f I 2 3 OF 16.00' I C E7 � r A A I o I ® I o 17 0 17 o 11 20,00' 24.00' N 72.00' 15.11' N 108.00, ui I I 5.00' 21 3 IN R4 _ oo ®Bm®®® Ig rI tl®I®I II IHII I II I~gam of p oe 18.0 LOT 5 BUILDING ooa Eo 6 6 ------—II 5.00' 20.00' R4' R4' z. z BUILDING Ll 0' 22 •-1 II 6 • nh n•I' 1IIII1I _ c� 3�a3g'FoWm�zwms Fw<3yzw-�o�w;gm�,, m�1iS�ozdvaw�� Q O54. 90.00' aO 23.00' .0 m 5------- r2O 24.00' 38.00' 2.00' 84.00' 96.84'5.R R12' LOT 1 600 2 001z1zv0 z_------- b 81.00' 22.00' 3.00' 25.00' 20.00'� .0 6 600 Z 11 2 1 O wR4 1s 6 30.O O IS� g LJo!m- ):u°4 R4.5' 22 ——————— I I I m //jfl�, 5 N 6 o BUILDING I i BUILDING F i ( I }0 0 Q Er ——————— 20 (n U) J I► I I w II e ® I I 22 ------- I I I z0 V O� Z F- � ] I I 7 —O �' CC S I ml I I Ir BUILDING D 4 d U Z m I I I I I I U) Q � LX e I i I I 1 i zs.00' oD' Z w } Z I I < I BUILDING L I I I O LLI O o I g I I I I I CQ_ � U s.3o' 5 - - — n � Q Q.1x $ I I I I 1 Lu 17 18 < 0 ® 211 I I 16 R4 15 22 � LOT 4 R145' �3 Rl \ -_ m MATCH LINE, SEE SHEET C-105 Approved f tlon m x aV KEY NOTES © CURB AND CATCH PLATE GUTTER PER TFSD-701 18 DETAIL Al2ESHEETALK(CU501RB&GUTTER INCLUDED)PER JUB PROJ.1N 60-17056 m ADA TYPE C3 RAMP PER TFSD-712C W/TRUNCATED O SCURB HEET ACDSOEVERSE PLATE GUTTER PER DETAIL A4 17 PSPHALT PAVING SECTION PER DETAIL At SHEET C-501 SEP 2 8 ZO18 , DRAWNSY:KCKIML.I CD DOMES PER ISPWC SD-712,DOMES SHALL BE DESIGN BY: SLA w FABRICATED INSERTS COLORED TRAFFIC YELLOW t0 SAWCUT EXISTING ASPHALT,CONSTRUCT CARRIAGE LANE 18 5'SIDEWALK W/STANDARD CURB&GUTTER PER COTF CURB AND GUTTER LEGEND GENERAL NOTES: a° O ADA TYPE 1 RAMP PER DETAIL Cl SHEET C-501 O EAST OF CENTERLINE PER DETAIL Al SHEET C-502 TFSD-709 _ „�,,, CHECKED BY:TAA CURB TURN FILLET APPROACH PER COTF TFSD-708A City Engineer .. ONE INCH 11 W 6'VALLEY GUTTER 19 SIGN PER ARCHITECT p f `l $d 0 ADA TYPE 2 RAMP PER DETAIL C2 SHEET C-501 / CURB AND CATCH PLATE GUTTER PER TFSD-701 1. DIMENSIONS SHOWN ARE TO FACE OF CURB, EDGE CITY APPROVED PLANS AT FULL SIZE,IFNOT ONE DRIVEWAY W/DETACHED SIDEWALK PER COTF 20 FENCE PER ARCHITECT ASPHALT, OR EDGE OF WALK UNLESS OTHERWISE NOTE[. 0 20 40 ® ADA TYPE 3 RAMP PER DETAIL C3 SHEET C-501 12 TFSD-710C CURB AND REVERSE PLATE GUTTER PER DETAIL LAST UPDATED:920I2018 m 13 SPWC 712E DETACHED 6'SIDEWALK PER COTF TFSD-709 21 GRAVEL ACCESS ROAD PER DETAIL B2 SHEET C-501 A4 SHEET C-501 2. NOT ALL KEY NOTES MAY BE USED. Rev ia F£ nce SHEET 9 DA OS A TYPE G1 MID BLOCK RAMP PER I I `,/ 14 6"VERTICAL CURB&GUTTER PER TFSD-701 22 5'WIDE SIDEWALK PER DETAIL A3 SHEET C-501 3. PARKING DIMENSIONS AND STRIPING REQUIREMENTS PLANS MUMLBEI ONTJOB SITE 6 PER ADA AND CITY STANDARDS. TITLE TRASH ENCLOSURE PER ARCHITECT C _ O 5'-6"SIDEWALK PER DETAIL A3 SHEET C-501 �IL O7 BIK C_1 OV E RACK AND LOCATION PER ARCHITECT 15 a Page 9 of 73 AREA 1 AREA 2 NUB 1 3 J-U-B ENGINEERS,INC. >M v m ` ,c m -m m m m m�_�I a 00 N ARL Cl) SEWER LINE A, SEE , W y n o I I i I I I SHEETS C-110 - C-112 I I I I 00 0 30 60 o uj $ '' I BUILDING N I I OO 1 1 I Z Z Il c I I I I I I 1 1 BUILDING P 1 I I I I I I I I I I W I I SCALE IN FEET _� c r 1 O T H a ----- -- - - 0TONAL Fp � L SEWER LINE B, SEE SHEETS C-+13 & C-114 -- -m__ aw ew co I ,641,4 Q + + + Z I�++++ +I -- ----- —� - ----- I °�y A.+ + ++++4+1, - +++.++.+ + +� + + m + + + + + + + + + + +++++ I �+� ++ +++++++*+++ + + J+ ++ + ++++ ++I + +++ + + +++ ++I + I IW=w a <� +++++ + + ++J + ----- I �3 �mS �-��J 1 1/2" MIN. WATER LINE REQUIRED TO ALLo�m� it sill lill �LLBio a I TOW BUILDINGS PER STEVE HARR PLUMBING =� € +++++++' + D INSPECTOR �ww0� O' OO ❑ ❑ 1 I j IF+++++++ +++� --m- ircrcn SEWER LINE C, SEE UILDING I + j mwm�w Z SHEET C-115 BUILDING H B I +++++ + +++j In I 0— Z g BUILDING I I I SEWER LINE A, W + + + +� 1 a ----- I+�_+ SEE SHEETS+ { +++ ++++++ C-110 - C-112+ I Of , -+ + + + I'+ + + + 1 _ 1A I+ + . + + � + +J+ + + + + Q _ _ + + + + +, I ± +++J+ ++J v 0 I+SEWER LINE B, SEE 13 ° Ii p z I+SHEETS C-113 & --p— +C T114 — I Z m-- �+ U)oz 3 I >— ; w ----- m ----- cc-- \ � I m > z z U) I— s I z Z o U) _ I o _ [L a � � _ ----- I w w Z U)a I CA I O Q � p o BUILDING A BUILDING Bri- m__ BUILDING D BUILDING E I Q ? U I I I I I I I I I I I I I Q H I SEWER LINE B, SEE SHEETS C-113 & C-114 f— i--.-.-. --L-._ - - - - - - - - - - - m �3 w �g 12 - -12w - 12 -- - t- - - _ - - T-- -- - -- DRAWN BY KMMU - j I FILE: 80 1]-058_C-10] 1 _ Approved for ction JUB PROJ.#:60-17-058 r� �� 3 1 SEWER LINE B, SEE DESIGN BY: SI-A w SEWER LINE D, SHEETS C-113 & C-114 sM SEE SHEET C-115 CITY APPROVED PLANS CHECKED BY: NCH AT ; - AT FULL SIZE,IF NOT ONE I I LAST UPDATED:8/212016 LOT 5 Reviewed for Code Compliance SHEET 1 O PHASE 2 CONSTRUCTION - FUTURE PLANS MUST BE ON JOB SITE 1 m TITLE _1 O 7 pJ t/ I S n p Page 10 of 73 MATCH LINE, SHEET C-109 x7x-x-x 0 I I i l J-U-B ENGINEERS,INC. Wi BUILDING C I U I I I ZQi,r o v) >m I I 12 I i I W183 CF. ❑ •BUILDING H I Q aM0 N E W of o 900 SI W11 Z r y a B ® I I I W1 d O LOT 4 Z Z a n I I I I I I I W T c_ °c x I I j I BUILDING K I o ? 3 r W5 H I I I 8 I I I I W1 1138 L.F. 12" II I I I W12 C-900 S,\ONAL fN o f � LOT 1 ( o G\ E 8 8 ------- _w �W 1— — — — W 11 �94CY NEE I -BUILDING B A A W i IF ------- I W6 N m a ~I 2 LF. 8"W13t y 12 -900 m W1 W9 i-------- / oiy a m JII SD D r^ D D SD .q 20 -' ------- D O O SD S I 8 e � — — — � — — — — � W7 r— 0 I e=mam� ' o x � �mm� ¢ F -BUILDING N- I I I i rc 2 g o ------- x ® ® L — — + — — — — -J I I LOT 2 �wNH O 188 L.F. 8" W72 �m C-900 ------- W11 C3 900F. 12' o'o I I - -BUILDINGA iozT, °z II BUILDING O I - BUILDING � I ® I $ I _. I z O 0 1 /2" MIN. WATER LINE cn z REQUIRED TO ALL TOWNHO P7 - >LD T W w12 BUILDINGS PER STEVE HARR P2 W4 m U w j PLUMBING INSPECTOR z 66 L.F. 8" C-900 m Or=r== m—�_== _ _ ' _____ a-- s o-- - �c w x i�----=in- in - n -` i - -D=--- _ I- - - -r-- z Q a In- ---Jr -----Ln z0 cc s P3 V LU w m as a (q CO CO \\` ----- ----- +---------- ^----- -----6P---------1- °-----EP----- -----°'---- ----- ----- ----- -----------6P----- ----- -----m-----°'----- ----- --------- -tea---- ----- ---- -----�- � Q z IQ W1 W1 P4 W1 56 L.F. 12" s � I asu1._----'�,_ _ 6.=...-----°•°.,.-----°•°..,-----°t..,----L° ----- S ---- ---- ----- -----,°"c-----'s.a-----ms. ----- ------.. ----- -----""r.�----'"' -aa.a---� ---- - — C-900 �= 0_ V Approved f tructio 3 0 12^#-----12Y1 -- 12Y/ ----12'#-----12Y1-----12^N-----12'#----�1z'V[-----1zYl 12'W -- —1zw ----uw-----iz•'N----1zw-----lzw-----1zw-----uw-----1zw-----1zw-----1z'W---- — 'w-----11w-----1z•M --- 14 --- g --- CARRIAGE LANE VY3 W2 i W3 w2 SO 2 8 2C18 W3 W2 I I m -__--_dn----t dn_—_--dn_____dn__---d0_____dn-----dn—_—__dn____.. I —d0_—__— ____—dn____—dn_---_dn_--__dn_____dn_____dn_____-n_---_dn__—__d0_____-n_____-n_____dn—____dry.{j �++.i+IdM1:41JQ I d0—____dn_____dn_____dD_____dn F TN----- ❑E —ln N----- N-- --N-----N-----N----_0 E W N-----N ---_ -----N— N----- __—N__ _lM1.-.. ___N—__ _____ ___ lfl— 7A7rT-- A/9----- N7a nVa n/a aya lxla-- Ar/ xya-- Apzr- gJa-�---- �0 1Va �A7rr--"- Afg----- �Ayrr— Q— ar/g--- �Ayanur/zr== ,U gGENERAL NOTES: FILE 60-17-058 C-108 m JUG PROJ.#:60-17 D58 WATER KEY NOTES © INSTALL 12'90 BEND W/THRUST BLOCK Qi INSTALL 12'CAP W/THRUST BLOCK PRESSURE IRRIGATION KEY NOTES 1. CONTRACTOR SHALL COMPLY WITH NOTES ON SHEET G-002. DRAWN BY:KCKIMW m a POTABLE/NON—POTABLE CROSSING,SEE SHEEF G—002 DESIGN BY: SLA w W7 ® INSTALL 12'X 8'TEE W/THRUST BLOCK Q INSTALL 12'X 8'REDUCER RPRESSUREEQUIREMENTS IRRIGATION SERVICE PER CITY OF TWIN FALLS CHECKED BY:TAA FOR SEPARATION REQUIREMENTS P1 REQUIREMENTS,SERVICE LINE sf2E BY LANDSCAPE 2. DOMESTIC FIRE SERVICE LINES, WHERE THEY OCCUR, REQUIRE A a" SAWCUT ASPHALT AND PA7CHBACK PER COIF TFSD-J03, w2 ® INSTALL e'GATE VALVE ®i INSTALL 12'TEE w/THRUST BLACK CONTRACTOR BACKFLOW PREVENTION DEVICE AT THE POINT OF ENTRY TO ANY ' n ONE INCH TYPE P O POINT OF WATER CONNECTION,COORDINATE TAP AND P2 BLOW—OFF/NR INJECTION ASSEMBLY PER CITY OF TWIN BUILDING. ALL DEVICES MUST MEET DEQ STANDARDS. CITY APPROV PLFiNS A7 FULL SIZE,IF NOr ONE m W3 INSTALL 12"DATE VALVE FALLS REQUIREMENTS O ZO 4OINCH.SCALE ACCORDINGLY r m O INSTALLATION OF TAPPING VALVE WITH CffY LAST UPDATED:8/2/2018 INSTALL HYDRANT,TEE,VALVE AND ASSEMBLY PER COTE P3 INSTALL B'GATE VALVE 3. SEE SHEETS C-110 - C-115 FOR SEWER PLAN AND PROFILE. m wa D_ Q INSTALL 1'WATER SERVICE PER COTF TFSD-401 Reviewe I E SHEET Pa INSTALL B'CAP W/THRUST BLOCK 4. SEE SHEETS C-122 - C-124 FOR CARRIAGE LANE AND Q WS INSTALL 8'22.6 BEND W/THRUST BLOCK Q1 INSTALL 1.3'WATER SERVICE PER C07F TFSD-b2 PRESSURE IRRIGATION PLANS. PLANS MUSTR6LON 408 SITE d >3 W® INSTALL 8'BO'BEND W/THRUST BLOCK INSTALL 8'CAP W/THRUST BLOCK 1 TITLE C- O8 c 5. NOT ALL KEY NOTES MAY BE USED. FORALL I Page 11 of 73 II W14 B i - - --- - - - - - - - - - - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - -�; - I r — I J-U-B ENGINEERS,INC. II U I I '�w�odh0wmaoPq S�iw3�o;'Cm3 r AONM> QDOIr `NEo QN< �cmvsD .E LLI � of 0 BUILDING M BUILDING J BUILD'ING G W N 0 n00 QN LO DO W12 D W12 W12 -SD D r• ONAL 103 L.F 8• LOT 5 °W6 a1V L.F. 12" 20900 W1 161 L.F. 8" C-900f SS ss- W1 W11 BUILDING E wz wa -0 SD D 8z W12 BUILDING 0 I T1 000z-----_- -- ' 136 L.F. 8" C-900 °V?o 5 F y 5� I - - - - - - - - � C90 LOT 1 16 L.F. 12" C-900 rn W6 W W7 ImwmNw 100 L.F. 39 LF. 12" C-900 z_-______ C-900 13 L.F. 8"J W16 8 C-900 W150 _ >o e !I W6 I iv Al J W 88 L.F. 8"� �y�}6 / WE Z I 20 L.F. 8" O C-900 I o I 0. C-900 (n e Lc o O W12 I I W11 I .� W9 O Q W I I DV LIJ � m=) D� Z BUILDING I I BUILDING F I ------- I I� ZD _ I cc 106 LF. 12" C-900 (J)(n W I ------- I W12 C-900 8• I I O W1 Z O Z g m I I BUILDING D 12' d U J r CA m LX, ! I I o z0 0Z m ! I I BUILDING L I I mA\� ------- O I I I - �H - - - �_ � 0 D W1 n- I� I I I Y w I ® I ! I wa W5 LOT 4 Q h _ m I g A I 8 L.F. 8" C-900 i --------- - � -- - - - - - - - - \1 MATCH LINE, SEE SHEET C-108 a GENERAL NOTES:I. Y } WATER KEY NOTES 0 INSTALL 12"90'BEND W/THRUST BLOCK 14 INSTALL 12'CAP W/THRUST BLOCK ruction FILE: OJ.#058 C-58 m 1. CONTRACTOR SHALL COMPLY WITH NOTES ON SHEET G-002. Approved for JUBPROJ.#:60-1]-058 Wt POTABLE/NON-POTABLE CROSSING.SEE SHEET G-002 ® INSTALL 12"X 8"TEE W/THRUST BLOCK I INSTALL 12"X 6"REDUCER _ DRAWN BY:KCIVMu m g' O FOR SWARATON REQUIREMENTS 2. DOMESTIC FIRE SERVICE LINES, WHERE THEY OCCUR, REQUIRE A ---- DESIGN BY: Su 8 w SAWCUT ASPHALT AND PATCHRACK PER COTE TFSD-303, W9 INSTALL 11'GATE VALVE 1 INSTALL 12"TEE W/THRUST BLOCK g w2 �E P O ® BACKFLOW PREVENTION DEVICE AT THE POINT OF ENTRY TO ANY CHECKED BY:TAA BUILDING. ALL DEVICES MUST MEET DEQ STANDARDS. SEP?8 2018 CITY APPROVED PLANS T ONE INCH W3 POINT OF WATER CONNECTION,COORDINATE TAP AND 10 INSTALL 1Y GATE VALVE AT FULL SIZE,IF NOT ONE O INSTALLATION OF TAPPING VALVE WITH CITY ryry INSTALL HYDRANT,TEE,VALVE AND ASSEMBLY PER CO'TF 3. SEE SHEETS C-110 - C-115 FOR SEWER PLAN AND PROFILE. CityEngineering Dept LAST UPDATED:B/2/2018 W4 TFSD_I04 01 INSTALL 1"WATER SERVICE PER COTE TFSD-�01 fI 0 20 40 m 4. SEE SHEETS C-122 - C-124 FOR CARRIAGE LANE AND y Revi nce 12 W5 INSTALL 8"22.V BEND W/THRUST BLOCK 12 INSTALL.1.S"WATER SERVICE PER COTE TFSD-402 SHEET o^ PRESSURE IRRIGATION PLANS. PLANS MStr,ZFO�t JOB SITE m& WB INSTALL 8.90'BEND W/THRUST BLOCK Q1 INSTALL 8'CAP W/THRUST BLOCK TITLE C-109 d 5. NOT ALL KEY NOTES MAY BE USED. Page 12 of 73 l- 1 SHEET NOTES: NUB 1 I i 1-U-B ENGINEERS,INC. '3a I 1. CONTRACTOR SHALL COMPLY WITH NOTES ON SHEET G-002. 2. NOT ALL KEY NOTES MAY BE USED. U , I - Z 1 / KEY NOTES � Q� N POTABLE/NON-POTABLE CROSSING,SEE SHEET G-002 FOR W L`'1 E I I S1 SEPARATION REQUIREMENTS ro Q Cl)Cl) U II I I II 52 INSTALL STANDARD MANHOLE TYPE A PER COTE TFSD-501 Z y 00 II I \ 53 INSTALL 4'SEWER SERVICE PER COTF TFSO-511A 5- N O a)�I 1 d // I ®/ \ \ Q INSTALL CLEAN-OUT PER ISPWC SD-50BA w Z LL CU o� \ X CAP AND MARK STUB PER CONTRACTOR FOR CONTINUATION BY m C o 5 I I {� /rQy \ � c � MH SSWR-2 I F� I 0 BUILDING MECHANICAL CONTRACTOR r 3 --- -- a 3747-- -� - 0 / MH SSWR-1 \\ x F- S2 5B EXTQJD SEWER MAN A7 0.427G SLOPE FOR 20'AND CAP, -, - ---- INSTALL MARKER PER TFSO-511A PER COTE TFSD 3 m - m ' 57 TYPE P ISAWCUTASPHALT AND PATCH BACK - SS \ONAL EN ' ------ --- -- - — — — — - - i / I — ---- --- --- --- V _ --- 4 4 G.Q.IN 0 tW9 I 1 I I I s4 qCy A. �� ll C.Q.INv.-42.n I I I I I I I i BUILDING N I _3748- ¢ _ ———————— S� o a G I I I �o.�$<m\WS BU �ny m oy�3� �w g�g omm� SgWaio LL=��O H 88 PLAN LINE A-STA. 1+00 TO STA. 5+00 Al SCALE: 0 20 40 a 3 91H @��� SCALE IN FEET wrcmwa �sowo �ozrc�n i 3760 3760 3755 3755 O o 0 Z Lr) rA O_ d I- 0 3750 EXISTING GRADE AT AWN FINISH GRADE 3750 ~ O w U — ----- ————— M I— Z 0 0 3745 IT 3745 Z O U � 192 LE a'PVC o.4u 208 LF I PVC O 0.42X Q s 0- — a 3740 MH SSWR-2 3740 Z W Z Z STA:37 .04,0.00 O= Q MH SSWR-1 RIM:3748.04 o STA: 1+00.00.0.00 INV IN:3742.18 8'(E) z RIM:3748.28 INV IN:3742.39 8-(S) j INV IN:3740.86 8'(S) INV OUT:3742.08 8'(W) ' INV IN:3741.18 8'(E) Q Lu - 3735 INV OUT:3740.85 8•(N) 3735 3730 3730 Approved f uction g 3725 3725 FILE: 60-17-058 C-110 JUB PROJ.#:60-17.058 E m 0+75 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 --- DRAWN BY:KCIVMU $W SEP 2 8 2oia DESIGN BY: SLA u LL CHECKED BY:TAA E ICH W PROFILE LINE A-STA. 1+00 TO STA. 5+00 Cl CITY APPROVED PLANS ATFUL SIZENF NOTONE B1 : LAST UPDATED:8/2/2018 SCALE HORZ 0 20 40 Reviewed for Code Compliance SHEET 1 PLANS MUST BE ON JOB SITE m$ TITLE o VERT 0 5 10 C-110 SCALE IN FEET FOR ALL INSPECTIONS Page 13 of 73 _-- 3748---MH SSWR-3 S2 _- ----- SHEET NOTES: 4ss6 -ea -C.O.INV.= 1 U-B ENGINEERS INC. 1 CONTRACTOR SHALL COMPLY WITH NOTES ON SHEET G-002 53 m _ S4 _—_ 2. NOT ALL KEY NOTES MAY BE USED. Z T H-- Y.-____ - _ �LLO roe a KEY NOTES Q CO N I,- -- - - I S1 POTABLE/NON-POTABLE CROSSING,SEE SHEET G-02 FOR LLI i ci O C.O.fW-44.40 ' ` LLI .+ r SEPARATION REQUIREMENTS T': I I Aar.I-' I I I 32 INSTALL STANDARD MANHOLE TYPE A PER COTE TFSD-501 Z 000 S • I i y/'S1 I I I S3 INSTALL 4'SEWER SERVICE PER COTE TFSD-511A p --- BUILDING P I ' Z Z LL INSTALL CLEAN-OUT PER ISPWC SO-506A Lll In C 0 CAP AND I I I I I BUILDING MECHANICALB PER CONTRACTOR FOR CONTINUATION BY m •3 d I I I I I SB EXTEND SEWER MAIN AT 0.42%SLOPE FOR 20'AND W. INSTALL MARKER PER TFSD-511A --3 S7 TSAWC YPE P ASPHALT AND PATCH BACK PER COTF TFSD-303, 0 ——————-- TONAL EN \S e o —BUILDING M MH SSWR-4 94 . S2 -\ S1 a ------- / e"W S1 / MH SSWR-5 / 1 / a CC-- --- ------ // ° N¢¢ Q rIF — - ----- _ Z -- I 'ZUma QQ2 Z~CK'W WOmJ og,OaWo _ y mom \� o III- I I o°N'=J Ifrcor§ w PLAN LINE A-STA. 5+00 TO STA.8+50 S1 C.O.INV-46.82(BUILDING J) , a¢ °°ko S3 F°333 Al SCALE: 0 20 40 z y �p� x SCALE IN FEET a z y d z 3765 3765 3760 3760 Z o O `+ Z o >O d I- W 15 3755 3755 m 0O Z EXISTING GRADE AT SEWER I AJN -FINISH GRADE L O 0 3750 J. — — 3750 z O _ --- (� — --- ' 3745 ————— _—_—__ ———— 90 iF e' o o.42x a LF s'we o o.a x a2 LF a PVC o o.azx 0-r Q 1. 177 LF PVC o 0.42x 0 3745 W Z z Z� oQ JO Cr _ LU ° 12' ORM DRAIN 8'WA Q n LU MH SSWR-3 MH SSWR-4 MH SSWR-5 7.64,0. ° -STA:8+08.17,003740 STA 6+77.20.0. 7+6 3740 Q LU RIM:37480 RIM:3749.50 RIM:3748.70 Q INV IN:3744.04 B'(S) INV IN:3744.52 8'(SW) INV IN:3744.79 8'(S) _ INV IN:3743.81 8'(E) INV OUT:374-4.42 B'(N) ITN OUT:3744.69 8-(NE) INV OUT:3743.71 8'(W) 4 3735 3735 Appr�fortruction 3730 3730 FILE: 60-17-058_C-111 "a JUB PROJ.#:60-17-058 m 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 --- DRAWN BY:KCKIMU wSE'2 A?2'3 DESIGN BY: SLA CHECKED BY:TAA ONE INCH PROFILE LINE A-STA. 5+00 TO STA. 8+50 C CITY APPROVED PLANS ATFLLSIZE,IFN°ONE R DING Y B1 SCALE: HORZ 0 20 40 Reviewed for Code Compliance LAST UPDATED:82/2018 o SHEET 14 PLANS MUST BE ON JOB SITE VERT 0 5 10 TITLE C_111 SCALE IN FEET FOR ALL INSPECTIO Page 14 o:73 C.O.INV.-47.42 1 BUILDING J i i \\ i BUILDING G I I l 1 I I (JOB I \ I I I I I I SHEET NOTES: _� I I I I 1. CONTRACTOR SHALL COMPLY WITH NOTES ON SHEET G-002. J-U-B ENGINEERS,INC. \ I I 2. NOT ALL KEY NOTES MAY BE USED. Z >cov I KEY NOTES Ir Q C, N \, S1 PCTABLE/NON-POTABLE CROSSING.SEE SHEET G-002 FOR LLI Cl) 0 SEPARATION REQUIREMENTS W Ya n U II J / I S2 INSTALL STANDARD MANHOLE TYPE A PER COIF TFSD-501 Z - co) 'n i^ fn N I �L7 Q INSTALL 4'SEWER SERVICE PER COTF TFSO-511A C7 p Z Z LL a 8'W ) n' I I Q INSTALL CLEAN-OUT PER ISPWC SD-508A W 0 Lq C t �O I O CAP AND MARK STUB PER TFSD-511A FOR CONTINUATION BY CO o I I 51 MO-81 I I I BUILDING MECHANICAL CONTRACTOR , r a �_ a° ---- T SB EXTEND SEWER MAIN AT 0.42%SLOPE FOR 20'AND CAP, SS >� - T Q INSTALL MARKER PER TFSO-511A St ,y I I 57 ,AWE P ASPHALT AND PATCH BACK PER COTE TFSD-303, - BUILDING E I I sS�ONAI fN 1 D I I / o G r 6 G.Q.INV._48.30 w ° � $'W— I 8yl a z 8 M MH SSWR-7 S7 / F_ I � / S7 MN sSWR-8 _F L> I I� I R-UN Z ELLS 0 uu BUILDJI w °333 a �LAE A-STA. 8+50 TO STA. 12+50 C.D.INv.-4825(BUILDING F) C.O.IHV.-48.30(BURRING D)20 40 `, gq =Hwo i SCALE IN FEET 3770 3770 0 + 3765 3765 r �O HW �V U) (j) a 3760 3760 �Z) O Z C/) LO H + s u RNISH GRADE Z O h 3755 EXISTING GRADE AT SEWER N 3755 U U ----- V�/�J a /^ Q ----- ----- --_ _- _---- v, ------ Z LLI Z Z Q0 3750 p z 0 U 0 i 84 LF 8'PVC O 0.80% Q a LLI 95 LF 8'PVC O 0.42% - 15LF 8'PV000 2% y 3745 3745 8'WATER MH SSWR-6 MH SSWR-7 MH SSWR-8 n STA. 10+44.99,0.00 STA 11+39.94,0.00 STA.- 12+24.27.0.00 i o RIM:3752.30 RIM:3752.93 3740 -F INV IN:3745.86 8'(W) INV IN:3748.38 8'(S) RIM:8 8-(N1 INV OUT:3746.88 8'(N) 3740 r INV OUT:3745.78 8'(N) INV OUT:3746.28 8-(E) .° w m U Approve�forction FILE: Z08-17-O 2 3735 3735 — FIL6 PROS OD.n: 8 C-1 1e 2, DRAWN BY. KCWMW 8+50 9+00 9+50 10+00 10+50 1 1+00 1 1+50 12+00 12+50 DESIGN BY S A CHECKED BY:TAA CITY APPROVED PLANS ONE INCH B1 PROFILE LINE A-STA. 8+50 TO STA. 12+50 �� ATFULL S'E,IF NOT ONE SCALE: HORZ 0 20 40 Reviewed for Code Compliance LAST UPDATED:8/2/2018 o SHEET 1 W PLANS MUST BE ON JOB SITE o VERT 0 5 10 TITLE o SCALE IN FEET ALLFOR INSPECTIONS C-112 Page 15 of 73 IBUILDING SHEET NOTES:stp I 1. CONTRACTOR SHALL COMPLY WITH NOTES ON SHEET G-002. J-U-B ENGINEERS,INC. FF 2. NOT ALL KEY NOTES MAY BE USED.C.o.Im-44.20 Z O s3p j.1 I I I j I I s1 KEY NOTES x Q cNE I POTABLE/NON-POTABLE CROSSING,SEE SHEET G-002 FOR 0SEPARATION REQUIREMENTS W m q BUILDING K I I I W N_ n INSTALL STANDARD MANHOLE TYPE A PER COTF TFSD-501 Z 00 ^ aI I S3 INSTALL 4'SEWER SERVICE PER COTE TFSD-511A C7 O fL01 I I l I I • j Q INSTALL CLEAN-OUT PER ISPWC SO-506A W Z LL o \ I 1 I I I S7 SS CAP AND MARK STUB PER TFSD-511A FOR CONTINUATION BY m Lr a I I I I I I BUILDING MECHANICAL CONTRACTOR INSTALL MARKER PER TFSD-511A MH SSWR-2 m I I N I 58 EXTEND SEWER MAIN AT 0.42%SLOPE FOR 20'AND CAP, 52 n ^ ,^"'� I 57 SAWCUT ASPHALT AND PATCH BACK PER COTF TFSD-303, ®1 I I I �t MH SSWR-9 I I TYPE T S2 ( I V Ili I x i I J7-�__# � • I � I I � �ygvONAI ENc�i i I � m .6 94. l F 6F o I '� II I 9q�r a I I MH SSWR-10 MH SSWR-11-z �I 52 S2 I II ❑ w I • =W�w� / I D SD MH SSWR-14 D I I I ¢I-u O a[ ------- r 1 D D >"wgw a O SD � S II I I o� mg m II I SI BUILDING - i h� i I I N3 $w a\ IL a I I i i 1 1 I �a3momm II I cg�aZo 1 L — - - - - J1. w� o B io���o- ¢ a I I ------- III II o � - I I I I 1 rcz�or° ❑ m II � i �. � I 1 I I ��W33 rcwy'o� �PLAN E B-STA. 3+00 TO STA. 7+50 C.Q.INv_46.os(BUILDING O)S�3 w 20 40 C 54) _`o w'o ss iozmm i SCALE IN FEET 3765 3765 Z O 3760 3760 p Z + �� H � o QU � Lu 3755 3755 coZ FlNISH GRADE _ ______ �� O Ei --_ ___.__- __-- EXISTING GRADE AT SEWER AWN -- ---- _-_ U R U) � zp � ] a 3750 --- -- --- ---- 3750 a cc �1 STORM DRMN /rP^ u U T W vJ a 27 8 PJC 184 LF 8'PVC 0.421f Z Z 3745 10 IF a PVC o 0.4 3745 Z U Q 94 LF •PVC O 0.42% O 0.43% Q J O �_ wU 0 p n W � 8'WATER � W s 3740 3740 Q cl) MH SSWR-2 MH SSWR-9 MH SSWR-10 MH SSWR-11 MH SSWR-14 STA 3+08.18,0.00 STA 4+02.21,0.00 STA:4+34.68.0.00 STA.5+39.47,0.00 STA:5+66.44,0.00 RIM:3748.04 RIM:3749.90 RIM:3749.08 RIM:3750.81 RIM:3750.45 INV IN:3742.18 8'(E) INV IN:3742.88 B'(SW) INV IN:3743.12 8•(S) INV IN:3743,89 8•(E) INV IN:3744.11 8"(S) INV IN:3742.39 8•(S) INV OUT:3742.78 8•(N) INV OUT:3743.02 8'(NE) INV IN:3743.90 8'(W) INV OUT:3744.01 8-(E) 3735 3735 INV OUT:3743.56 8•(N) INV OUT:3742.08 8'(W) x U c U 3730 3730 Approved for uction FILE: 60-17-058_C-113 ie JUB PROJ.#:60A7-058 'a DRAWN BV'.KCK MW 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 DESIGN BY: SLA CHECKED BY:TAA cL ONE INCH CITYAPPROVED PLANS AT FULLSII ZE,IFNOTONE m B1 PROFILE LINE B-STA. 3+00 TO STA. 7+50 LAST SCALE: HORZ 0 20 40 UPDATED:8/2/2018 Reviewed for Code Compliance 16 SHEET PLANS MUST BE ON JOB SITE om VERT 0 5 10 TITLE C-113 o SCALE IN FEETFOR ALL INSPECTIONS Page 16 of 73 SHEET NOTES: ------- --- __ I 1. CONTRACTOR SHALL COMPLY WITH NOTES ON SHEET G-002. J-U-B ENGINEERS,INC. -` 2. NOT ALL KEY NOTES MAY BE USED. Z KEY I I I I i I BUILDING C I I I 51 POTABLE/NON-POTABLE NOTES SEE SHEET G 002 FOR Cr Q DO N EO I 1 I I I I I BUILDING E m m I � I I _ SEPARATION REQUIREMENTS BUILDING A I I BUILDING B 1 ------- j BUILDING D j I O W 00 n I I I I I S2 INSTALL STANDARD MANHOLE TYPE A PER COIF TFSD-501 Z a�N. 0 C.O.INV.=46.20 C.O.INV.-46.2o I I S4 54 ' I i __ I I I QQ _- —_ __. I 0 INSTALL 4'SEWER SERVICE PER COTF TFSD-511A Z 6 3 ® INSTALL CLEAN-OUT PER IsPWC SD-506A W O S5 SS fL7r LO CAP AND MARK STUB PER TFSD-511A FOR CONTINUATION BY m r - D_ C.O.INV.-47.40 - BUILDING MECHANICAL CONfRACTO 0- 53 1.2+2 GE) I�A0 SS.EWFRERMPER ATFSD-511ALOPE FOR 0 AND ' -- ------ -- - 375 lJ _. ASPHALT AND PATCH BACK PER COTE TFSD- r 2 CAP _ I i 57 SAWCUf AS 303, __-- --------------- SS O TYPE P MH SSIVR-16 '�._._ S2 _._._.��._._._._._._.�'�._._-- _.� W i—.—.— \ONA ZA . N J NCI '�T �S7 s1 1 Si 31 M525 -17 _ cy A.aNR 3Z I 51 � 51 3� MH SSWR-18 C�D ' I MHMSSWR-19 C53 INV.=47.64 I 56 y o d L a 56 'w ogoom¢ Napo > z CUFj�F ¢ �PLAN E B-STA. 7+50 TO STA. 12+00 �� t 20 40 0 3 g awy0 y�xa y¢¢�= SCALE IN FEET ¢mw¢ 0 w z 3770 3770 3765 3765 z O O O �z r 3760 3760 _�O Lu E- p U U) U) v � C)EXISRNG GRADE AT SEWER MAIN FINISH GRADE �cc 0 w 3755 ____- 3755 (/� x - --- ------------ -0 CIO ------------ ------ --- -- U ° 3750 3750 co r CO V) LF 8'PVC 20 LF 8'PVC ¢¢ 12•STORM DRAIN O 0.43% O 0.42% z Z O 36 LF PVC O 0.42% O 244 LF 8'PVC O 0.42% J o LF 8•PVC 00. �_ U 3745 3745 pLU MH SSWR-17 12'WATER MH SSWR-18 W w STA 11+17.90,0.00 STA: 11+47.90.0.00 MH SSWR-15 MH SSWR-i6 RIM:37.0-7% r° RIM:3754.60 `O INV IN:3746.72 8'(S) INV OUT:3746.85 8'(N) STA 8+37.70,0.00 STA 5+74.18,0.00 INV OUT:3746.62 8'(W) 4 3740 RIM:3753.45 RIM:3753.64 3740 INV IN:3745.35 8'(E) INV IN:3745.80 8'(E) $ Iw OUT:3745.25 8'(N) INV IN:3745.83 8'(S) INV OUT:3745.50 8'(W) 3 a 3735 3735 Approved for tructlon 7+50 8+00 8+50 9+00 9+50 10+00 10+50 1 1+00 1 1+50 12+00 FILE: 60-17-05e_0-114 Em SEP 28 2018 DRAWN BY: KCKIMW $w DESIGN BY: SLA CHECKED BY:TAA i ONE INCH CITY APPROVED PLANS AT FULL SIZE,IF NOT ONE B1 PROFILE LINE B-STA. 7+50 TO STA. 12+00 INCHLAST UPDATED 8 SCALE: HORZ 0 20 40 Reviewed for Code Compliance :2 2018 SHEET 17 PLANS MUST BE ON JOB SITE o VERT 0 5 10 TITLE C_114 s SCALE IN FEET FOR ALL INSPECTIONS Page 17 of 73 l— SHEET NOTES: I I I 1. CONTRACTOR SHALL COMPLY WITH NOTES ON SHEET G-002. 1-U-B ENGINEERS,INC. + 1 I I I ++ U 1 I 1 2. NOT ALL KEY NOTES MAY BE USED. Z + o BUILDING B I BUILDING C I BUILDING D I BUILDING K I I I I - j M ++1 KEY NOTES cr Q C N t 5t SEPTABLE/NO- REMENIS CROSSING,SEE SHEET G-002 FOR LLI tvj o LU Q n U ---- -- __ Q INSTALL STANDARD MANHOLE TYPE A PER COTF TFSD-501 Z L CO �__ -_375 ___-- _ N . r 53 INSTALL 4'SEWER SERVICE PER COTF TFSD-511A 0 0 INSTALL CLEAN-OUT PER ISPWC SD-506A Lu to C O O MH SSWR-13 - `O SS CAP AND MARK STUB PER TFSD-511A FOR CONTINUATION BY m d 52 BUILDING MECHANICAL CONTRACTOR r O EXTEND SEWER MAN AT 0.42X SLOPE FOR 20'AND CAP, MO-12 SB INSTALL MARKER PER TFSD-511A _ 52 0 • I • SS__- -SS S7 SIWCUTP ASPHALT AND PATCH BACK PER COTE TFSD-303, � 3750— o S1 S'W MH SSWR-18 TYPE S1 �"""ll 51 12'W ilw -___._.__-. S1 SI 51 -MH SSWR-11 S1 i ❑ — = - C.S03114V­45.88 O + + + + + + I+ + + I+ BUILDINGH + + L.O.-INV-46.325(BUILDING I) S3 mKz �� S4 3 oa� » SS �;mmrc 5�a�o z moo?$a �PLANE C-STA. 5+00 TO STA. 7+25 PLAN LINE D-STA. 5+50 TO STA. 6+50 20 40 A2 SCALE: 0 20 40 o z w �xa SCALE IN FEET SCALE IN FEET a w a m �w 'oiaon z 3775 3775 3765 3765 3770 3770 3760 3760 Z 1n N 3765 3765 0 Z 1+ O < F- W 3755 3755 V 4 EXISRNG GRADE AT SEWER N FINISH GRADE 3760 376Q O O i EXISTING GRADE AT SEWER MAN (n U) Ln " 3750 ----- - __- 3750 FINISH GRADE A v Z Q U 3755 ___ __ -- 3755 0 rr 80 LF 8' O 0.60R 3745 12•WATER N Z w Z z s 3745 Q J 3750 1e•MIN.S ARAnoN 3750 0< STA: SSWR-13 = W U 5TA SWR-16,0.00 30 Lf a'PVC 20 LF 0 .427i �a' w - 3740 PVC TMH SSWR-11 ST SSWR-12 RIM:3750.50 3740 •0.437E Q LLI STA 5+39.47,0.00 STA:5+95.46,0.00 INV OUT:3744.58 8'(SW) m RIM:3750.81 RIM:3751.23 C' 3745 Q � m INV IN:3743.89 8'(E) INV IN:3744.22 8'(NE) 3745 INV IN:3743.90 8'(W) INV OUT:3744.12 8-(W) MH SSWR-19 oINV OUT:3743.56 8'(N) STA:8+04.17,0.01 R RIM:3754.00 3735 3735 INV OUT:3745.96 8-(N) 3740 MH 55WR-18 3740 N STA 5+74.18.0.00 RIM: :3745 A roved for ruction FILE: 60-17-058 C-115 3730 3730 INV c m IN:3745.83 8'(S) JUB PROJ.k:60-1]-058 INV OUT:3745.50 8'(W) pp 5+20 5+50 6+00 6+50 7+00 3735 3735 DRAWNSY. KCKIMW w 5+50 6+00 6+50 __ - DESIGN BY: SLA CHECKED BY'.TAA CITY APPROVED PLANS ONE INCH B1 PROFILE LINE C-STA. 5+00 TO STA. 7+25 B2 PROFILE LINE D-STA. 5+50 TO STA. 6+50 ATCH E°LL 312E,IF NOT ONE SCALE: HORZ 0 20 40 SCALE: HORZ 0 20 40 LAST UPDATED:BIOM18 Reviewed for Code Compliance SHEET 1 8 g v VERT 0 5 10 VERT 0 5 10 PLANS MUST BE ON JOB SITE TITLE s SCALE IN FEET SCALE IN FEET C-115 Page 18 of 73 AREA 1 AREA 2 J-U-B ENGINEERS,INC. m ss sms 55 m ® m ® ® Z— ai O m ® ® ® SS SS ss (6 >CM a <M - - — _ — - - - -_ -- - — _ —_ _ _ _ m ® _ c � — _Y11 LU Y� c�� c° 0 30 60 z =�Z Z UL 00 I BUILDING N I I I I I m I I I I I I I I BUILDING P I I I I I I I I I I I SCALE IN FEET m t1) c o I � (7 z _ _ z im J J m � m I — -- aw aw N / -- — �,�f�v� y OI �I \o�C + + + or t ----- I qCy A ANC + + + D 1+�++ +1 r_--_ + +++ + + + + + + + + + + + I++++++) + ++++++++ + OOP + 11 + " +J ++++ +++i+ omN 'm + +J_ I oy3g ti ss w' I w Z LL w - -� nllllillllulill�;i 0 =°N' 10 z I k=o ,� r 7 wS Q yt + + + + + 7+ + I.MI I I I II+++BUILDINGI I N + +-+ + + .+ + + BUILDINGH I I I I I +++++ + +++ _ �Ii ----- I �ozay z + + + + +I I I I + + .+ + + ++++ +++ +++ 1++++ +X + ++� ++ +++++ +++� + + + + + + o + + L + ++++++ ++I ,A"-- --sm--0 3 a I w z + + --p- ++++++++++++ -'LL - W L++ + . . +� ° —m-- z �Z > 3 I > F_ �oW ----- Do ----- 0 U w c� qLOT 1 - -- \ ss m= '7 7 OL o � Ti CDz wU Z a U r Z(/) 0 z 0 Q Z ° -,m-_ BUILDING D BUILDING E I Q U BUILDING A BUILDING B ♦ i i i I pQ o w LJ i i o I cc h3N - - - - - - - - - - N ss— ss ss I I JUB PRCJ.N:60-17-05B LIMITS OF PHASE 1 CONSTRUCTION Approved for ruction g - i _ - - 12 12 Y'�l - 3 --w - + -� ---' - a w FILE: 80-1]-058_C-118 SEP 2 8 2M DRAWN BY: KCWMU 8 y 1 i I I DESIGN BY: SLA 0 CHECKED BY:TAA LL ( E INCH CITY APPROVED PLAN— ATFULSN2E,IFNGTONE INCH SCALE ACCORDINGLY -' I LAST UPDATED:8I2I2018 - ii LOT 2 I LOT 4 + LOT 5 SHEET Reviewed for Code Compliance 19 N$ PHASE 2 CONSTRUCTION - FUTURE PLANS MUST BE ON JOB SITE TITLE C-116 FOR ALL INSPECTIONS Page 19 of 73 \ x " 48.I6 II I1 GII II.1!��riII III I II l \\'I�II r IIIII II iI l(Il I l l lIl iIl il Ifi II4'�Ml 1I i'I 1II 9 n.0 5 --x .7II9 _- "®4-9�I II-FFE=50.52 as s�7 .iIII.I VvY IIII 1III Tnv I.iiIII -iI11 +21MATCH LINE, INE, l5S\sE.,:EJms III SHEET _ C-_1_1 8 _11 IPi j 5 II _ _ __5._3 _ _-iIII --_----_--_-- --_ _O I_ 49.60 _7 III I IIIIIII _ III1(III -Lo��1u I �fw� 48.44 1 66 TG 51.33 50.38 52.18 1-U -B yyyW<�EYr���� N�SO GN4❑FAIC_ T- - NL A E\EOEP R(o��S�ti 5a,id I N C. 2.40 4 49.69 50.68 50.7 52.22 83 I2.40 BUILDING Z\ 51.94 l 49 aN 51.60 00 E 49.86 49.92 LLI BUILDING HZFFE-52.40 j 5.21 54.00 54.02 54.00 54.00 Lc 00 S0 52.72 00 0 1 a0 52.64 3.73 LO 05 55.35 TA aI BUILDING K 53.05 53.47 m I s2s0 FFE=61.02 FFE-51.02 FFE-51.52 35 53.02 a 52.06 szls 52.42 53_23 51,43 50.39 03 0.43 50.93 53.41 48. t t + + + t�J TG I48.97 4942 ng7t 51.88 531 qC rI 50.16 50.56 174 t + + t +t 68 + . T11 A t + + st67 -BUILDINGB + + + + so I F = + + + 51.57 + v + + +o . 51.55 + t t + A t + + +5?.10 szzs 49.21 49.66 49.42 + + t + I FFE-5a.00 S + t s297 51.47I+ + + + + 41 c 53.73} 53 49.77 503 50.85 �53.35A 502 oaam o 3 �I 49.13 G49.5e SID so.a1 SD SID 51.6a SD 50 F_ _ 5282 ' --. 3�m3g�<yLLow�rcam3 w�o z + + + + t + 51.44 + + 4 o+ + +i 51.16 51.34 I 231 0.t t t t t t aB 8 I G BUILDINGN + + + 49.73 t t t + 51.611 52.04 53.53 + + + � 49.63 t OgU II I ' Jww�N ------- 49.73 \ 48,69 4 50.94 5209 09 52 15 52.61 52. 09 53.2 49.36 6I 5347.53c 48.39 9.70 so a1 .55 -BUILDING A II I SM TG 49.26 Oz-- aP'7 yp 48.47 w 48.77 FFE=50.36 rp 00 FFE-52.68 FFE-53.18 I I I I FFE-53.18 FFE-53.88 I 53.53 I i ------- f 49 27 1 1 BUILDING O I _ l l aa.7z 55.34 TA 4esz _- 1 I I - 0 I FFE=49.86 49.12 T 1 49.2q a9.34 0 I I 53.07 55.77 i��\1 l\J 48.99 11 1 I 53.14 53.53 �_��.� SIP.34 M Q z Z_ ? 48.90 49.69 49.88 50.31 I ` TG I l 49.27 I n L n - 45.66', _ _ ^N - O f f O Q 55.90 0 W I(TG 48.90 49.54 49.40 -49.600 49.97 I UP Q r^ 7q 55.10 56.77 m U Q Z 1 \ 49.00 L LIP Ui 46.18 - t 1 46.40'M R' cn I� cc O $ I -in �R \ 48.27 50.3t V Z W p� z cc 5 45.65 LIP - _- cP - r..._ - 11 -.tc �� _,_cP_ _cv- _E�_--__cP__-_ LPG -cv----__EP --Cr _ rP- - 54.70 LIP 55.78 LIP 56.87 LIP U) _ CO a 45.96 LIP _ 47.90 LIP _ 4839 LIP _� 49.37 LIP 49.94 LIP _ -- _ _ 53.E7 LIP - T uj o / CARRIAGE LANE a aald- Q CO _ Hal 7 i en--- eF----- ° - -- EP- - ---E m -_.._i�.. - w-_ -an ----�`.. Z L a Q 3� 8 �� H -___ _ __ _____ _____ a __ _- - - - / - - Q 3 <� o � \ -r-�123-- --112w- -12'w-----'zw\�---1s'w ----"1-----12'w-- -1zw--- 12'w - z zw ----121 ---1z'w -- \z'w\ 1z w --1zw- \yz\ 12 w-- w\�\--12w - ,z•w--\--12 w-----12w,- --1zw --irw- Q z �L �v Xv j v vv v �V V 0 en_._ __ _dn__ -dn-- �- nn_ _ _ - .t ___ -In ___ _ __ __ __ -� _ _ _____dn_� _ _ _ __-_-dn 1___dn ___dn -f-en____ -_ __ _ydn ❑ an do n an an an en en 1 an an do w -m m- -m-- l _ _..� n___ __in- in___ xI9-- A17a M/a M/a °v✓a in/a --NF --- -11Va W,,r- M/a M/a IIVa` ° - - x/g- �Aytr- - n�/a �w I � � m �V FILE: 60-17-058_C-117 JUBPS SHEET NOTES: GRADING LEGEND CURB AND GUTTER LEGEND Approved fo truction DRAWN Y. KC,KJMLJ8 DRAWN BV'. KCWMW q 8 "Ol DESIGN BY: SIA a LL 1. CONTRACTOR SHALL COMPLY WITH NOTES ON SHEET G-002. CURB AND CATCH PLATE GUTTER PER TFSD-701 - CHECKED BY:TAA FFE = FINISHED FLOOR ELEVATION ONE INCH 2. SPOT GRADES ARE FINISH SURFACE ELEVATION AT TOP BACK OF CURB AND REVERSE PLATE GUTTER PER DETAIL SEP 28 K1 CITY APPR VED PLANS AT FULL SIZE,IF NOT ONE m DINGIY CURB OR TOP OF CONCRETE UNLESS OTHERWISE NOTED. LIP = FINISHED LIP OF GUTTER ELEVATION A4 SHEET C-501 0 20 40 �p�a LAST UPDATED:B/2//2�018 3. ADD 3700 TO ALL SPOT GRADE ELEVATIONS FOR ACTUAL ELEVATION. TG = FINISHED TOP OF GRAVEL ELEVATION City Engineering Dept Reld �1 nee SHEET 20 4. SEE SHEETS C-119 THRU C-121 FOR DRAINAGE/RETENTION DESIGN. TA = FINISHED TOP OF ASPHALT ELEVATION PLANS NMTEUFQJ JOB SITE TITLE C-117 FOR ALL INSPECTIONS Page 20 of 73 1 w I , J-U-B ENGINEERS.INC. z I I I I I I I I 0 I I I I I I Q� N E I I BUILDING M I I 1 I BUILDING J I I I i I I WC I I I I I I ( BUILDING G I`11 FFE-50. . ii ii1 II III Z07 FFE-50.57 F-50.57 FFE-51.07 4,FFE-52.10 FFE-52.601 1 FFE-52.60 FFE-53.10 FFE-53.57 FFE-54.07 FFE-54.57 1. Z ~N N Z LL w aa m 4898 49.94 49.94 1.01 51.51 5153 51.97 7 00C48.87 9.50 49.98 49.98 50.48 .98 348 531 . 52.51 . . . . 5344 5344 53.48 5. .98 48.56 u. t TG J n M ®9®Iy I.y�1I III III�III II I IIi t�® iI4 8 SD b I - 53,81 TO 49.38 52.07 53.72 53.34 5347 53.74 '_Ir��•IIIII( IIIIII H� II i I I I //\ r3o�azQ�OUoav�gEpfi ��yLLTOywwO�d3O SNWoFwUam-'i�+' \ Yo��m3OOow0:ia\ N A%w L48.79 49.56 50.0 51.29 51..37 52.58 4 52 52.92 53.26 4923 50 0 aw ass 31 53.51 A FFE-50.00 SS ss -------SS SS 49.58 48.97 48.93 50.70 2.31 SM . 53.51 -------- FFE-50.50 r + S0.93 5 + + + + + BUILDING E o + + +t + ------- assl le + FFE-54.10fD 50, + + 53.53 -------t + + 49.94 50.30 + t 51.96 85♦• t + + 0.68+ + + + + + + ------- 4993 I+ + .18 t �[+ 5212 52.67 N 49.13 49.02F49.75 t + 50 + + + +{,+ + BUILDING P + t j+ s3,511I9.30 49.87 + + + + � N049.5 + + + + + + TG ------- - + + + 52.99 326 rc = ?Itttt+ ff Io J 53.05 'I 50.43 1 I+++ / ry t:53.19 I� 54.07 1 w o 0 48.46 49. 50.08 50.24 51.13 n F + + . 50.78 51 18 52.28 I+ + +I I / aw e,W SD.a1 + + v Nm ozw z-------- +I 511s 52.44 M A Om wm¢°wm z + FFE-52.05 5373 + - SS o491.26 1 5452 54.29 49.62 4.55 50.23 5037 FFE-52.55 53.63 o� 54.67 -- a I ® I'I FFE=50.50 \ Z 53.09 50.40 51.46 CL AI M I 53.a5 53.39 53.39 53.89 53.83 L 54.04 54.65 1 O Z I, 53.91 qg 97 'n 54.06 m 50.16 �� 51.48 O Q I . 5 II 2R 2R h F-i 1 Q5 .2 50549 51 16 5 B2 ------- I I I m 514BUILDING I BUILDING F 49.85 503 056 50.697 01 1.51 54.20 w FFEi . 54.36 ------- (N� 'O^ a M& I 50.69 - 51.98 ------- U)U) Q 9 0Z150.19 50.21 50.69 569 50.19 50.65 50.65 W U Z O S I I M slss -------- 54.56 BUILDING D I - (� Z FFE-55.15 I I W vJ ¢ 1 1 1 1 1 Y FFE-52.55 n _ j Z 0 Z a s n FFE-50.78 FFE-51.281 1 I I I FFE-51.28 FFE-51.78 '� 54.56 ------- M I I _ O c 0 0 o 11 I BUILDING I 51.96 1= _ T U = Q d z FFE-52.05 53.93 54.47 I m Z w m a 5 w II ( 51.23 51.51 • 54.56 54.17 54.17 i Q w TA Q q 48.68 MATCH LINE, SEE SHEET C-117 �w ma Approved to truction FILE 60-1]-058 C416 mJUBPROJ.N:60-17-058 m a SHEET NOTES: GRADING LEGEND CURB AND GUTTER LEGEND DRAWN BY KCVMW B w --- DESIGN BY SLA a LL 1. CONTRACTOR SHALL COMPLY WITH NOTES ON SHEET G-002. CURB AND CATCH PLATE GUTTER PER TFSD-701 CHECKED BY:TM, FFE = FINISHED FLOOR ELEVATION $EP 2 a 2018 _ ONE INCH._I 2. SPOT GRADES ARE FINISH SURFACE ELEVATION AT TOP BACK OF CURB AND REVERSE PLATE GUTTER PER DETAIL CITY A P P Rb V E D PLANS AT FULL SIZE,IF NOT ONE CURB OR TOP OF CONCRETE UNLESS OTHERWISE NOTED. LIP = FINISHED LIP OF GUTTER ELEVATION A4 SHEET C-501 City Engineering Dept 0 20 40 LAST UPDATED:9I24I2018 3. ADD 3700 TO ALL SPOT GRADE ELEVATIONS FOR ACTUAL ELEVATION. TG = FINISHED TOP OF GRAVEL ELEVATION Rev ante SHEET 21 4. SEE SHEETS C-119 THRU C-121 FOR DRAINAGE/RETENTION DESIGN. TA = FINISHED TOP OF ASPHALT ELEVATION PLANS IVO TEBFFUN JOB SITE TITLE o C-118 FOR ALL INSPFCTIOUS Page 21 of `3 MATCH LINE, SEE SHEET C-120 X x - - - ��� �� - T - - - - - - - - - - - -- - - - - 8 ■ '. I I I \.\\��� � fin' SEE SET C-1� ' F�THIS SWALE --- NUB 1-U-B ENGINEERS,INC. �I I BUILDING C I U I I R10 Z -- -- I I I I -- - p I I N v I I c+) N1 I I I I - I Q DOO cm E BUILDING H I LU r M U UJI I. R9 $ I Z L ao 1 ITR I _ I 'fm -- I-�- -- I ti N2 U O I 1 + p + - •iIII - - - - Z A 4 / " R7 RIM-53.23 a.c INV OU (W)=49.73 U a7 I BUILDING K ` ONAL 25' MIN. (NP_) INN-45.77 r + + + t}+ t + + -BUILDING B+I+++++ + ++ NS + ------- + + + RIM=49.09 +++ t tt t + +8 INV + + ++ U NV OUT(NW) 4 '+ o N Ezw . ------- N4 k N6 N5 75' RIM=5323 NS 215 INV I 49.2N(E)= �j p oaam -- INV OUT(N)-49.13 D SD 3N°omJ g B ------- _ _ _ DIs O SD SID I ogN6Zg T -,- T NS 105' O N . �m i w� _OD +++_+}'*++.+++++ + ++ 1 RIM IN(S)N46.98 t t + + t +� -BUILDING N + + + + + + + NS s�o' INV OUT(E)-46A5 I a S2'W 8 ¢ iI INV OUT(N)=47.15 i k ° N3 + + +. + + + + + + I RIM-so.�55a°t:!L RI _-- I I ¢¢q p z e 8 _J ------ w>w0° INV OUT(SE)-43.41 .- .-.-. .-. w xa INV OUT(NW)-4.41it ------- SUMPUT(N �. - q=muwiw R6 ow°o --BUILDINGA 1�1 oz¢q °z I I N5 too'I I I I I Z R2 BUILDING O I j ' O Ll I I I I I b H II i I W R3A I R1A z W._.-. CC ° N7 3:1 SIDES I >- 3:1 SIDES � W Z 0 CC - T? U CC Q s i- M o Z cn CC < 0 M �MK 71 Z z O Q � r Ir Lu g R38 N1 Ni Nt _ N1 � ' -_ a __- - - - L U)r Q a -= Lu _Z P ---EP- -E� - -_EP - _--E1. P--_. __ _sP Z I - EP/ , VJ Q Z o CARRIAGE LANE �� �Q �O _ Z T;T zw d -----." � --- -- Apfp Q Q z I I ,. 13 ____ �� 3 _ w- ,zw-----12 �.. �z.-w-r----12"w-- w--\� 1z-w--- - ,z'1- 1 iL�I2 w- z.v �.w-- �` - -- --- --- ---- -- -JI IILL�� Z ,. _ ,. .�.; - 3- '"-----,r , ,.. ,rw znv-- -1rw -,z�w � -12'w--- ""<---,rw� �,z�w ,z-w-1 .I a� SEP 2 8 2018 Z _ L _ __� T _ _ _ Cnro ?. ' Dent V _ < - _ -- - �dn-_- �n- , d^__ ----dn,�� -___ ^__ _ _ i- - � -- --dn- do__ __ -� -d -d0 ��_. O❑E -,n M/a - - � AMM%a -� x/a �i� e nVa K/'--- ��, �/a �� - iATa ----�^do ,V,/a N/a MJa' �M7rr -�/d -- >w/a ���m do M/a' n✓a- �w FILE: 60-17-058 C-119 KEY NOTES RETENTION BASINS KEY NOTES R4 CONSTRUCT RETENTION SWALE;BASE-8'WIDE X 40'LONG; GENERAL NOTES: duBPRod.a 6oiv-oss m BOTTOM ELEV.=52.00(1'DEEP) CURB AND GUTTER LEGEND DRAWN BY: KCK/MW 91 N1 CONSTRUCT SIDEWALK SCUPPER PER ISPWC SD-626 1A CONSTRUCT RETENTION SWALE:BASE- 11'WIDE X 55'LONG; CONSTRUCT SEEPAGE BED PER DETAIL 82 SHEET C-502; 1.ALL SWALE SIDE SLOPES TO BE 4:1 UNLESS OTHERWISE NOTED ■ , RS DESIGN BY: SLA BOTTOM ELEV. =51.85(1.5'DEEP) 46'WIDE X 72'LONG%4' DEEP ON ptANS. CURB AND CATCH PLATE GUTTER PER TFSD-701 o N2 CONSTRUCT CATCH BASIN PER ISPWC SD-601 CHECKED BV: E IN CONSTRUCT RETENTION SWALE:BASE=2'WIDE X 110'LONG; CONSTRUCT SEEPAGE BED PER DETAIL B2 SHEET C-502; L- a LL INSTALL 1000 CAL SAND&GREASE TRAP PER DETAIL 18 BOTTOM ELEV. =50.00(1-DEEP) R6 25'WIDE X 70'LONG X 5.5,DEEP 2.FOR SEWER AND WATER CONSTRUCTION INFORMATION REFER TO CURB AND REVERSE PLATE GUTTER PER D ONE INCH N3 SHEET C502 SHEETS C-107 THRU C-115. CITY APPROVED PLANS AT FULL SIZE,IF NOT ONE CONSTRUCT RETENTION SWALE:BASE=WIDTH VARIES X 90' R7 CONSTRUCT RETENTION SWALE;BASE=5'WIDE X 45'LONG; A4 SHEET C-5O1 q N4 INSTALL 4'DIA. MANHOLE W/TRAFFIC RATED FRAME& R2 LONG;BOTTOM ELEV. -46.00(3:1 SIDES, 1.5'DEEP) O BOTTOM ELEV.-52.20(1'DEP) 3.SEE SHEET C-121 FOR RETENTION VOLUME CALCULATIONS. O ZO 40 LAST UPDATED:B/2/2018 COVER PER ISPWC SD-611 _ CONSTRUCT RETENTION SWALE;BASE-8'WIDE X 75' LONG; Reviewed m NS INSTALL 12'DIA.PVC PIPE,SEE NOTE 4 R3A BOTTOMUELEV.=N 4.70(3AI ESIDDES, 1.59D DEEP) X 40'LONG; R9 BOTTOM ELEV.=48.75(V DEEP) 4. 12'PERFORATED PVC PIPE SHALL BE USED IN ALL SEEPAGE SHEET 22 o BED AREAS PER DETAIL 82 SHEEr C-502. PLANS MUST � 1.J��$ITE m$ N6 POTABLE/NON-POTABLE CROSSING,SEE SHEET G-002 3B CONSTRUCT SEEPAGE BED PER DETAIL B2 SHEET C-502; R70 CONSTRUCT RETENTION SWALE:BASE=WIDTH VARIES X 75' a m O FOR SEPARATION REQUIREMENTS 9'WIDE X 40'LONG X 4.3'DEEP LONG;BOTTOM ELEV.=47.00(1.5'DEEP) S.SEE SHEETS C-122 THRU C-124 FOR CARRIAGE LANE PLANS. TITLE p U TERMINATE OVERFLOW PIPE IN SEEPAGE BED R-3B PER C-119 s o N7 DETAIL B2 SHEET C-502FOR ALL INSPECTIONS III Page 22 of 73 III` R17B R17A \ R16B R16A R15 \\ \\ II ' I I I \� - - - - - - - - - --I � - - _J r - - --- - - - - � - - - - - - - - --- - -- - I i - - - -- --- - 1 - - - I \ I ( \ \ J-U-B ENGINEERS,INC. R18B I \ I \ \ U \ R14B \ \ Z ai cO v GD N I I 20 iol BUILDING M I I \ 11 I BUILDING J I I O I I I I I \\ W `-0 1 I BUILDING G I rn- a Z t o 0 3 1 l y I I I I I I I I i \ Z Z LL c i • I I I I I I I I I I \ LO c s W N4 I I II RIM=48.12 (GRATED UD) I 1 N5 60' RIM=49.25 I \ \ INV IN(S)=42.25 I I I D INV IN(SW)=42.65 I \ I I \\ Sb 1 INV OUT(N)=42.55 J H \ 1 III I I I \ 11 ®II li e D I', 1 1 j �• � /) SS�DNAL F c I r -1 R18A I _ LR14A I a1v -e•W 8•W 8'W __89v i t 3 I RIM=49.51 A,A 119 I .l5_ I INV IN(S)=46.00 INV IN (N)=43.83 11 I I NV IN (NW)=43.83 SS 1111 R12 N4 I I 1 95' NS I N3 17 I ..--- I RIM 50 10 r- �-- ql N3 + + + + $+ � suMaalai=as.so + + +� SM I I F+ + 45� + N5 38' + INv our(sw)=ass0_I + «+ I BUILDING E �w U a a I I INV OUT(S)=43.85 I+++++'t t +*+ t + + + +I + II + 1 + so N5 + ;-JLt + ------ I >�o�`d RIM-48.37 p � D I 1------ INV our NE-44.85 1 + + + + + + + S + • I I g�wJa { + + I+ ao' 3w I 1 II n + + + D + +I'+ �+ I ia38�� a loll + + + + + + + + '+ I-F + + I 3 n�a¢'- III I i I I �n3�om'rc ZQ * +I + + t + + + + + + pp ructi�l =w�w Z II BUILDING P + + + + _ + + + + + + ,+ + II j _� I Approved for g N a Z. I+ 8T' N5 + + I �+ + + + + + +I + + i I I ��m= ------ W - �)i + + + + + + + + + + + + wa�oko c \ a0 25'MIN. I+ + + +20'+J + + + + + +I + I J + + off- #' I Nv=45.10 I I I SEP 2 8 2J8 a_a o II ---\ --- I 1++ +( m , ' City Engineering DeptNw=x y w I I 3 I J���� III ++++NI a•W 8-W o mzrcw °z = awo SS m I / �I I RIM=48. I I �� I O B e INV OUT7(SE)= I I 1 N3 j (lj I Q 1 / ~ III SUMP=41.16-44.26 - -------- I I __.. LZL.I 1 i I I ALa A1.9 I i I M Z W I I I R73 1 I I II / I Z W a j al I I I I I >� QW CC (n BUILDING Fi I ( I NBUILDING I 0�� N 0 a l I d I I I ------- •I I Q h U) Z Z Q j z ' -O ________ BUILDING D s a r (W3 B I III r I I I i �y I1 t U w Z � a X I II I I I I I Y I R8 ------- I I z Q z 1 BUILDING L ' SQ_ 0 j ell iilll III i i i i i Y I jl i i - - ¢� Q I� I cl -� �` vI - - - -- - - - - - --- - - -- - - - - I - _ - - - -' - -- - - - - - (7 MATCH LINE, SEE SHEET C-119 a KEY NOTES RETENTION BASIN KEY NOTES R15 CONSTRUCT RETENTION SWALE;BASE=8'WIDE X 40'LONG; Q BOTTOM ELEV. =51.00(1'DEEP MIN.) FILE: 60-17-058_0-120 N1 CONSTRUCT SIDEWALK SCUPPER PER ISPWC SD-626 RB CONSTRUCT RETENTION SWALE:BASE=WIDTH VARIES X 43' CONSTRUCT RETENTION SWALE;RASE=4'WIDE X 25'LONG; GENERAL NOTES: JUG PROD.a:60-17-058 m LONG;BOTTOM ELEV.=49.75(1.5'DEEP MIN.) BOTTOM ELEV.=49.70(V DEEP MIN.) CURB AND GUTTER LEGEND , DRAWNBY'. KCKIMU m a N2 CONSTRUCT CATCH BASIN PER ISPWC SD-601 CONSTRUCT SEEPAGE BED PER DETAIL B2 SHE C-502; 1.ALL SWALE SIDE SLOPES TO BE 4.1 UNLESS OTHERWISE NOTED CURB AND CATCH PLATE GUTTER PER TFSD-701 DESIGN BY: 6LA 0 R71 CONSTRUCT RETENTION SWALE;BASE=4'WIDE X 40'LONG: w 50'WIDE X 72'LONG X 5'DEEP i6 INSTALL 1000 GAL SAND&GREASE TRAP PER DETAIL ® BOTTOM ELEV.=48.50(1'DEEP MIN.) ON PLANS. CHECKED BY:TAA J N3 A2 SHEET C-502 R12 CONSTRUCT SEEPAGE BED PER DETAIL 82 SHEET C-502; 17 CONSTRUCT RETENTION SWALE;BASE=4'WIDE X 32'LONG; 2.FOR SEWER AND WATER CONSTRUCTION INFORMATION REFER TO CURB AND REVERSE PLATE GUTTER PER DQ�FgqI1� ONE INCH ELL INSTALL 4'DI0. MANHOLE W/TRAFFIC RATED FRAME& SEE PLANS FOR FOOTPRINT%6.5'DEEP ® BOTTOM ELEV.=47.75(1'DEEP MIN.) SHEETS C-107 THRU C-115. O I Y APPROVED PLANS a N4 A4 SHEET C-501 AT FULL SIZE,IF NOT ONE O COVER PER ISPWC SD-611,CONCENTRIC,NO STEPS CONSTRUCT RETENTION SWALE:BASE= 10'WIDE X 45'LONG; 13 17 CONSTRUCT RETENTION SWALE;BASE=4'WIDE%50'LONG; 3.SEE SHEET C-121 FOR RETENTION VOLUME CALCULATIONS. 0 20 40 S NS INSTALL 12"Wk.PVC PIPE,SEE NOTE 4 ® BOTTOM ELEV.=48.60(2'DEEP MIN.) ® BOTTOM ELEV.=47.00(V DEEP MIN.) ON SWALE;BASE_ Reviewed� LAST UPDATED:B/2/2018 CONSTRUCT RETENTION SWALE:BASE=4'WIDE X 45'LONG; 4. 2 f� C E N6 FORASEP/ARATIONOREQUIREMENTS CROSSING,SEE SHEET G-002 BOTTOM ELEV. =52.10(1'DEEP MIN.) BOTT MCONSTRUELEV. =CT 47.70(1' EEPP MIN.)10'WIDE X 15'LONG; BED AREAS PERFORATED ER DETAIL 821 SHE SHALLPE -502 U5E0 IN ALL SEEPAGE SHEET 3 ICINSTRUCTEi N PLANS MUST WOM)OBI-SITE BOTTOMELEV. 52a30 S(1A DEEP MIN.)4'WIDE X 20'LONG; 18 BOTr MICONSTRUCT BETE TION SW E;BASEI=6'WIDE X 35'LONG; -1.SEE SHEETS C-122 THRU C-124 FOR CARRIAGE LANE PLANS. TITLE r_120 FOR ALL INSPECTIONS v Page 23 of 73 RETENTION AREA CALCULATION CHART fiUB I Total Area Landscape Impervious Retention Retention Total R'qd Total Prov'd Retent. Lscape Impery Retent.(CF) (CF) J-U-B ENGINEERS,INC. Area 1 21,787 9,302 12,485 368.2 1878.0 2,247 3,222 3 - - - - - - - - Area 2 14,318 3,634 10,684 143.8 1607.1 1,751 1,802 Z 3 R3A I I R10 1 R18A - Area 3 15,124 6,510 8,614 257.7 1295.7 1,554 1,663 of M a R3B I I ( I I I I I I Area 4 6,112 3,863 2,249 152.9 338.3 492 544 Q co N BUILDING N I I - - R13 I I BUILDING P I 1$ - R17B Areas 36,791 4,192 32,599 165.9 4903.4 5,070 5,299 LU 0n 0Area 6 32,030 3848 28,182 152.3 4239.0 4,392 4,620 Z t- 1 O J Area 7 6,196 4,399 1,797 174.1 270.3 445 457 0 N 3 3 I Area 8 19,365 11,976 7,389 474.1 1111.4 1,586 1,598 Z Z LL c 1 Area 7,093 1,124 5,969 44.5 897.8 943 964 w a- '3 0_ R2 © Y m - •- - m Area 10 25,362 14,284 11,078 565.4 1666.3 2,232 2,241 = '-F- +h z --- Area 111 54,878 13,566 41,312 537.0 6214.0 6,752 7,200 ° - - O I Area 12 54,931 10,018 44,913 396.5 6755.7 7,153 7,605 R9 Area 13 8,898 5,885 3,013 232.9 453.2 687 702 +*. 0 r*r.+- + + +« - __ - R17A Area 14 6,000 4,494 1,506 177.9 226.5 405 616 yg\ONAL E + _ _ ++ + + n1 -- - Area 15 5,454 2,894 2,560 114.6 385.1 500 544 I + ( Area 16 7,040 4,063 2,977 160.8 447.8 609 616 !� y4 0 Area 17 9,099 5,734 3,365 227.0 506.2 734 of \ 5 B: Area 18 7,917 1 ,683 3,234 1 185.4 1 486.4 1 672 694 9,46,Y 0R�� rc R168 TOTALS: 38,224 41,139 A.A O O Notes 1)Equation to determine required detention volume for landscape area: ;Ijilldl i l', D z I (1.9"/12")(LS Area in SF)(0.25)=Volume in CF In w _,- --. .-r - avxi�mm o i sift «+ *.� - ? 1 6 2)Equation to determine required detention volume for impervious area: 2 a z a a I «*« _ (1.9'/12")(Imp.Area in SF)(0.95)=Volume in CF T w W u 0 a m BUILDINGI +« + « ++ «. .+«+ •+w BUILDING H Z +++ + +. Q +] I aR111 w . . R8 feg000N� U=<mm°w �oaWa m 0 Uo ` +«++++ _ --- BELOW GROUND STORM WATER SEEPAGE BED SIZING o E o Required Calc'd Use Retention o voi m - z Location Width Length Notes x_o - o- - - Retent(CF) Depth Depth Prov'd(CF) z rc z o LOT1 Fw3;_ R1 B I R15 Area 5 5,070 46 72 4 4 5,299 SEE SHEET C-502 FOR CONSTRUCTION DETAILS >w$0 9 c _ 8 - m JaD Area 6 4,392 w'i s 30 70 5 6 4,620 SEE SHEET C-502 FOR CONSTRUCTION DETAILS = y 110000 - (D I Area 11 6,752 50 72 5 5 7,200 SEE SHEET C-502 FOR CONSTRUCTION DETAILS z x w L - o Area 12 7,153 45 65 6 7 7,605 SEE SHEET C-502 FOR CONSTRUCTION DETAILS o oz rc 0. z 1 s m 1 cJ Equation for Depth: p o _ I (volume/(width*length))/0.4 Where: 0.4=available void space in drain rock Approved UCfIOn D 3 Z - I I I BUILDING B m (BUILDING D BUILDING E - I --- SEP 2 8 2018 R1A BUILDINGA R4 I I R7 City Engineering Dept z --`� R;4A 14 R14B O Cn -- �--'- '�-'-`-' ---'r•L' -'�' ABOVE GROUND STORM WATER RETENTION SWALE SIZING Z Z o Retention 0 rj Total R'qd DownStream Bottom Bottom Top Top Length Notes Use Btm Use Btm Use Top Use Top Provided >O Q W - I Retell.(CF) Depth Width Length Width W= L= W= L= (CF) Q J 4 _ f �._ I _Ep._ -- - - -- --- --- --- - I Area la 1,573 2 11 30 27 46 11 55 27 71 2,522 = V 0 6 ( �- Area to 674 1 2 106 10 114 2 110 10 118 700 (/) Q �_ Area 2 1,751 2 8 87 17 96 3:1 sides 8 90 17 99 1,802 U)(n V {� a _ - Area 3a 932 2 9 40 21 49 3:1 sides 9 40 21 49 1,042 Z < V o Q LOT 2 LOT 4 LOT 5 Z I - - Area 3b 622 4 9 40 9 40 Rock basin Under 9 40 622 - w 8 36 4 8 40 16 48 544 0-�_ o � Q Area4 492 1 6 1 4 Areal 445 1 5 44 13 52 5 45 13 53 457 Ww z ---- - - Area 8 1,586 2 15 43 27 55 15 43 27 55 1,598 Z C O Z U 943 1 8 73 16 81 8 75 16 83 964 Q Z O 0. Area 9 U)= (� _ Area 10 2,232 2 12 75 24 87 12 75 24 87 2,241 Q(71- LU LL 687 1 10 44 18 52 10 45 18 53 702 Q Area 13 Q LEGEND: Area 14a 408 1 4 45 12 53 4 45 12 53 408 ODRAINAGE AREA FOR RETIE l AREA CALCULATION CHART Area 14b 208 1 4 20 12 28 4 20 12 28 208 Area 15 500 1 8 36 16 44 8 40 16 48 544 m R1A RETENTION SWALE LOCATION Area 16a 244 1 1 4 24 12 1 32 4 1 25 12 33 1 248 Area 16b 365 1 4 40 12 48 4 40 12 48 368 SHEET NOTES: Area 17a 294 1 4 31 12 39 4 32 12 40 304 FILE: so-n-oea_c-Izt E m JUB PROD.#:so-n-o5e Area l7b 440 1 4 49 12 57 4 So 12 58 448 WL 1.SEE DE B1 SHEET C-502 FOR RETENTION SWALE 3A/3B DRAWN BY: KCIVMLJ 2 w CONSTRUCTION DETAIL Area 18a 269 1 10 14 18 22 10 15 18 23 282 DESIGN BY: SL IM 0 40 80 CHECKED BY:TAA " Area 18b 403 1 5 39 13 47 5 40 13 48 412 1 ONE INCH a Equation to calculate bottom length: PLANS11YAPPROVE AT FULL Sil IF NOT oNE 8 SCALE IN FEET (((2*Rq'd Det/Depth)-(Btm Wdth*8*Depth)-(64*DepthA2))/(2*Btm Wdth+8*Depth)) LAST UPDATED:�zizote Reviewed for Code Compliance 24 Equation to calculate volume provided: SHEET (((Btm Wdth*Btm Lngth)+(Top Wdth*Top Lngth))/2)*Depth PLANS MUST BE ON JOB SITE TITLE C-121 FOR ALL INSPECTIONS Page 24 of 73 SHEET NOTES:Pi � B 1. CONTRACTOR SHALL COMPLY WITH NOTES ON SHEET G-002. 1-U-B ENGINEERS,INC. \— -f— up-1----up CON CTOR LL N & PROTECT o I d I 2. NFRASSTT UCTUREAUNLESS aNO NOTED OTHERWISE.ISTING Z 3. NOT ALL KEY NOES MAY BE USED. C/j >M +I 4. SEE SHEETS C-116 - C-121 FOR ADDITIONAL GRADING, Q QO I a E DRAINAGE AND STORM WATER RETENTION INFORMATION LU m 8 R/W--mr--�+dw--vr—R/W—m =RPN —) LU _-Up-- Z i _ L 0 _ CO x___Ur - uP ---Up-- N 4p _ to o - � - - y PRESSURE IRRIGATION KEY NOTES cu i I W P7 PROPOSED GRAVITY IRRIGATION DELIVERY MAIN,SIZE AND Z Z LL. CO 6 I\ ' �' `� \\ 0 DESIGN BY OTHERS L C t 'k\ R70 I P2 PROPOSED 10'PRESSURE IRRIGATION AWN,DESIGN BY m T a YI - OTHERS P3 SAWCUT ASPHALT AND PATCH BACK PER COTF TFSD-303. � TYPE P =3 9l00 I II- - --_ A L w 110+OOI o PK I \11+00__. E - �J-!_12+00 I P{ 8'PRESSURE IRRIGATION/ANN 10'X8"TEE W/THRUST BLOCK i v I II I P6 P3 / i I� PB i I i I - a3 P6 B'GATE VALVE S�ONAL PN I I R 8'GATE VALVE W/BUND FLANGE AND THRUST BLOCK y _ M PI RR PIRR 7 PIRR - g i P5 P4 m I j PB 10'GATE VALVE W/BUND FLANGE AND THRUST BLOCK �g 4�•4 0 M/M 1 m J it P9 PRESSURE IRRIGATION SERVICE PER COTE REQUIREMENTS, SERVICE LINE SIZE BY LANDSCAPE CONTRACTOR OF ° - N 10 BLOW-OFF/AIR INJECTION ASSEMBLY PER COTF REQUIREMENTS r A AN rl 01 - A In g ROADWAY KEY NOTES oN I I I 43.00'i I I LOT 3 ���R1 ASPHALT AND PATCH BACK PER COTF TFSD-303, j UP OF G BLOCK 1 I O TYPE P w (PHASE 2 CONSTRUCTION) R2 REMOVE EXISTING ASPHALT AND CONSTRUCT EAST SIDE OF d O II to pp Pt I CARRIAGE LANE PER DETAIL Al,SHEET C-502 >w w a 8'VERNCAL CURB AND GUTTER PER COTF TFSD-701 g o w m z RIGHT OF WAY P2 I R4 6'WIDE DETACHED SIDEWALK PER COTF TFSD-709 0 w u (PHASE 2 CONSTRUCTION) s 9c, I I A I R5 CURB TURN FILLET APPROACH PER COTE TFSO-708A CURB i a w 3-m 6 RETURN RADIUS. ADIUS MEASURED AT F.0 C SHALL BE 30' - y i STATION 10+00 - 12+88.90 PHASE 2 CONSTRUCTION R6 PEDESTRLW RAMP PER COTF TFSD-712C. MODIFY AS SHOWN �3 w o m (P.I. MAIN - PHASE 1 CONSTRUCTION) FOR DETACHED SIDEWALK m g m a o _ R7 ASPHALT TAPER, 1:1 ANGLE O o m yd REMOVE AND RELOCATE TRAFFIC SIGN PER COTF AND MUTCDREQUIREMENTS rc 8- zCARRIAGE LANE PLAN - STA. 9+00 TO STA. 12+00 1 12'WIDE RESIDENTIAL DRIVEWAY APPROACH PER COTFAl CALE: 0 20 40R9TFSD-710CRETAIN AND PROTECT EXISTING ROAD INFRASTRUCTUREwCONSTRUCT SIDEWALK SCUPPER PER ISPWC SD-828wwSCALE IN FEETREMOVE AND RELOCATE TELEPHONE RISER BY UTILITYCOMPANY AT DEVELOPER'S EXPENSE3780 3780 0 0 N 3775 3775 Q F- C) Z O 3770 1 IQ EXIST.GRADE Alq 3770 0 ~ Z o 3 -— _ _ S UP OF GUTTER RIGHT PROFILE 5 L O LU —— LU Q3765 --_--_ -- -- -_'3 5+z(FUTURE) 3765 � (1) Z § __ W GRA IRR AWN(BY ) �� -_ JCQ O II �z oU 3760 3760 Z`0 a: z $ 10•P.I.AWN oC t/ d cc (j V)T Q vl W 7 < 3755 — 3755 a o / O_ Q a00 m RETAIN AND P CT- 0 8'S z MAIN a _ Q 3750 3750 Q LU Er cc 3749+00 9+50 10+00 10+50 11+00 11+50 12+00 45 Approved f0 UCf1011 a --- T'G O O N N In SEP 2 8 2018 FILE: OJ.#:O66-C-122 m DO 06 r 7 N JUB PRJ.#60-17-056 .. DRAWN By.KCWMW w City F ninpo inry nani DESIGN BY: SLA I.7 M 17 M M f7 =d CHECKED BY TAA ONE INCH CITY APPROVED PLANS CARRIAGE LANE PROFILE - STA. 9+00 TO STA. 12+00 LEXISTING 0". AT(FULL SIZE,IF NOT ONE B1 SCALE: HORZ 0 20 40 m� Reviewed for Code Compliance LAsrup0nre0:firzrzol6 SHEET 25 PLANS MUST BE ON JOB SITE VERT 0 5 10 TITLE C_122 SCALE IN FEET FOR ALL INSPECTIONS Page 25 of '3 l— SHEET NOTES: fju_o 1. CONTRACTOR SHALL COMPLY WITH NOTES ON SHEET G-002. J-U-B ENGINEERS,INC. 2. CONTRACTOR SHALL RETAIN & PROTECT EXISTING INFRASTRUCTURE UNLESS NOTED OTHERWISE. Z 3. NOT ALL KEY NOTES MAY BE USED. M 4. SEE SHEETS C-116 - C-121 FOR ADDITIONAL GRADING, Q QMO N E —> R/W R/W R/W R/W R/W R/W R/W — —Jt��t R✓w -1tLML -- R/w�Or�-RLWiT- 0'r'R/w'_f�-u 07�— I DRAINAGE AND STORM WATER RETENTION INFORMATION W �a Q M - - T_UP-----UP-----UP--f�-UP-----UP---.-UP--_ � n .0_ _ Z N N 00 W�so 3 �� ` �s I�I PRESSURE IRRIGATION KEY NOTES Z 0-@ 's "1 7 PROPOSED GRAVITY IRRIGATION DELIVERY MAIN,SIZE AND R10 DESIGN BY OTHERS LL �d R10 S9 se ss `Tr `9J `S?. ` i P1 W O O In C ✓r PROPOSED 10'PRESSURE IRRIGATION MAIN,DESIGN BY m - D- M."-----M.Z��----M.ri --,y,Zl----YhZI-- P2 OTHERS ^ T R7 `> P3 SAWCUT ASPHALT AND PATCH HACK PER COTF TFSD-303, I ~ 12+00 R1 13+00 14+00 P7 15+00 CARRIAGE LANE 16+00 O TYPE P - ...,,.j:,. P4 8'PRESSURE IRRIGATION MAIN 7PIRR\- 10*+38.90-56.87 UP +00.41-54.70 UP '241, R2 W4 24'RFI10'X8'TEE W/THRUST BLOCK , - - g LR e'GATE VALVEVONALPIR PIRR PIRRR3 R7 +70.40-N.76 UP31.y0-53.67 UP R3 '- a P7 8'GATE VALVE W/BUND RM10E AND THRUST BLOCK 24'RT 24'RT GATE VALVE W/BUND FLANGE AND THRUST BLOCK R11 R11 g PRESSURE IRRIGATION SERVICE PER COTF REQUIREMENTS, I - _ ® SERVICE UNE SIZE ITY LANDSCAPE CONTRACTORLIN OF \ 5 „ 10 BLOW-OFF/AIR INJECTION ASSEMBLY PER COTF REQUIREMENTS 9gCr A. _ R3 RS R6I R4 R4 R8 1 55.90 UP PIO ROADWAY KEY NOTES o 55.10 P9 DLO 1 SAWCUT ASPHALT AND PATCH BACK PER COTF TFSD-303, >rn p LOT 3 I O LOT 2 UP �OCK I Rt TYPE P w BLOCK 1 I 0) BLOCK 1 REMOVE EXISTING ASPHALT AND CONSTRUCT EAST SIDE OF O CARRIAGE LANE PER DETAIL Al,SHEET C-502 w Nr•—�•�I II I R3 B'VERTICAL CURB AND GUTTER PER COTF TFSD-701 O m II �II ' ^T I I II I R4 6'WIDE DETACHED SIDEWALK PER COTF TFSD-709 0 gffi PHASE 2 CONSTRUCTION PHASE 1 CONSTRUCTION II II CURB TURN FlUFT APPROACH PER COTF TFSD-7084 CURB � ? RS RETURN RADIUS,MEASURED AT F.O.C.SHALL BE 30' y y (P.I. MAIN — PHASE 1 ADA TYPE C3 RAMP PER TFSD-712C W/TRUNCATED DOMES 3 w q m g RB PER ISPWC SO-712,DOMES SHALL BE FABRICATED INSERTS c g 20 21 CONSTRUCTION) COLORED TRAFFIC YELLOW g$ m N o R7 ASPHALT TAPER, 1:1 ANGLE w LL p d CARRIAGE LANE PLAN - STA. 12 00 TO STA. 16+00 wU� REMOVE AND RELOCATE TRAFFIC SIGN PER COTF AND MUTCD x H A 1 + 1 RB REQUIREMENTS SCALE: 0 20 40 R9 112'WIDE RESIDENTIAL DRIVEWAY APPROACH PER COTF a o 3 OF o � w�❑ ®1 RETAIN AND PROTECT EXISTING ROAD INFRASTRUCTURE � 0 NW� SCALE IN FEET I ICONSTRUCT SIDEWALK SCUPPER PER ISPWC SD-625 H mw ®12 REMOVE AND RELOCATE TELEPHONE RISER BY UTILITY :1 o w o COMPANY AT DEVELOPER'S EXPENSE ;O z x m z 3775 3775 WATER KEY NOTES C� W1 SAWCUT ASPHALT AND PATCH BACK PER COTE TFSD-303, (O TYPE P r 3770 3770 COORDINATE WATER SERVICE TAP WITH CITY AND INSTALL W2 1 1/2 WATER SERVICE PER COTF TFSD-402 W3 POINT OF WATER CONNECTION,COORDINATE TAP AND (n INSTALLATION OF TAPPING VALVE WITH CRY '$ W4 POTABLE/NON-POTABLE CROSSING,SEE NOTE SHEET G-002 Z O FOR SEPARATION REQUIREMENTS O C) 3765 3765 F Z o L 3 EXIST GRADE AT t O I'.++ (FI11yRF) �'Pi j PROPOSED UP F GUTTER 0~ Q vA RIGHT PROFILE 4 3760 3760 U) z__ — 8 Cn Ir W O I — ————_-3.54z =1 Cn Cn F- ----__ 0 z LL rJ 0 3755 — 3755 z O a < � -------- — Cn W Q Z (n a ----1•@Q7�_------ 3750 _ 1r WATER N ———— 3750 Z U) Z Z 8 P.I. SERVICE Q= a r0\ 0 AND Blow OFF tErAIN g PROTECT U SEWER MAIN Q Z w 3745 — - _ _ _ _ — — _ _ _ 3745 QLU a Q 7 3740 3740 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 Approved o ruction Q �w U m L0 DO _ s0 FILE: 8-17-058 C-12 3 C1 2018 JUB PROD k:60-17-05B NCn 0 SE p O DO 00 01 16 6 Ln-* n M N 04 O O O DRAWN BY: KCMU UD In In N In In U)I In n n Ln In O In n n -�n I` r n O n I, r I"1h f�n O n n O " e DESIGN BY: SLA City" ONEINCH yLL r7 M 1'I M N In n 1`7 I")N M 17 N 17 1")N w)Ih N 17 M N Eni CHECKED BY:TAA a LSLOPE FROM rk TO UP CITY APPROVED PLANS AT FULL SIZE,IF NOT ONE CARRIAGE LANE PROFILE - STA. 12+00 TO STA. 16+00 �UP OF GUTTER RIGHT ELEV. — INCH.SCALE m 1 SCALE: HORZ 0 20 40 EXISTING q ELEV. LAST UPDATED:8/22018 Reviewed for Code Compliance 26 SHEET PLANS MUST BE ON JOB SITE o VERT 0 5 10 TITLE C-1 23 SCALE IN FEET FOR ALL INSPECTIONS G Page 26 of 73 SHEET NOTES: NUB 1. CONTRACTOR SHALL COMPLY WITH NOTES ON SHEET G-002. J-U-B ENGINEERS,INC. 2. CONTRACTOR SHALL RETAIN & PROTECT EXISTING INFRASTRUCTURE UNLESS NOTED OTHERWISE. Z 3. NOT ALL KEY NOTES MAY BE USED. a)M 4. SEE SHEETS C-116 - C-121 FOR ADDITIONAL GRADING, Q 00 N E DRAINAGE AND STORM WATER RETENTION INFORMATION w C6 o CO nI 12/WR/1ILpA'_. 7�..---WWTR/W R/W R/W_.__---U,- R/w--ur_.-. Z � fn o - �/" -/w'-°' „U _ _°rB/w— _ - - /W—r PRESSURE IRRIGATION KEY NOTES Z Z N _ _ __ub ov�- __up_ __Up- -up -__u� �p ____up _ _ __UP-J - r - -- ua -- P1 PROPOSED GRAY"IRRIGATION DELIVERY AWN.SIZE AND w R R1W R o a DESIGN BY OTHERS C a PROPOSED 10"PRESSURE IRRIGATION MAIN,DESIGN BY m T nI W1 W2 O OTHERS -1 P3 TSAWCYPE P ASPHALT AND PATCH BACK PER COTE TFSD-303, D ~ f � -D � I \ W4 I . \ \ i Mzi M.z�I \ - - --- Mz�--.- \�_ ;... n. P4 8"PRESSURE IRRIGATION AWN ;: - R7 \ - - CARRIAGE LANE 20+00 P5 10•XB"TEE W/IHRUST BLOCK 16+00 W4 17= "i 18+00 19+00 _. PB 8"GATE VALVE S\ONA E - +74.01-45.92 UP R1 } 0 3 T 8 jT AT 24.68'RT R70 P7 8"GATE VALVE W/BLIND FLANGE AND THRUST BLOCK a +02.92-48.39 UP 13 A:. BEGIN APPROACH = � ^ � $ O _ 24 . - +31.20-47.90 UP R3 +57.93-48.1 9A PB 10•GATE VALVE W/BLIND FLANGE AND THRUST BLOCK 6 4 0 3 +48.29-49.37 UP - -e3- 3 O 9J�� +18.82-49.94 UP 24'RT _ J 0 UP +98.01-45.65 UP P9 PRESSURE IRRIGATION SERVICE PER COTE REQUIREMENTS, /r "*f 24UP 24'RT 24'RT BEGIN TAPER 25.84'RT END TAPER +94.01-44.57 EXISTING UP SERVICE LINE SIZE BY LANDSCAPE CONTRACTOR 9 F ro RB R6 _ AND APPROACH . 10 BLOW-OFF/AIR INJECTION ASSEMBLY PER COTE REQUIREMENTS ACY A ANY` $ R72 R11 R11 - - k/W R/* -k/W _�y o® o ROADWAY KEY NOTES SAWCUT ASPHALT AND PATCH BACK PER COTE TFSD-303. 48.82 UP �- 1 c1T 1 R4 W2 -�/ / \ Ri TYPE P 49.60 LIP R5 BLOCK 1 REMOVE EXISTING ASPHALT AND CONSTRUCT EAST SIDE OF w-�, CARRIAGE LANE PER DETAIL Al,SHEET C-502 i d o ¢a s —• / --- 1 R3 6•VERTICAL CURB AND GUTTER PER COTF TFSD-701 0 R4 6'WIDE DETACHED SIDEWALK PER COTF TFSD-709 rc $ m O CURB TURN FILLET APPROACH PER COTF TFSD-708A CURB i �3w RETURN RADIUS,MEASURED AT F.O.C.SHALL BE 30' I� I; ADA TYPE C3 RAMP PER TFSD-712C W/TRUNCATED DOMES O PER ISPWC SD-712.DOMES SHALL BE FABRICATED INSERTS 3 d>m rc COLORED TRAFFIC YELLOW g u o R7 ASPHALT TAPER, 1:1 ANGLE w O wO�Nw s mom- ¢ a CARRIAGE LANE PLAN - STA. 16+00 TO STA. 20+00 1 REMOVE AND RELOCATE TRAFFIC SIGN PER COTF AND MUTCD wo°o$� R8 REQUIREMENTS 8A, SCALE: 0 20 40 ® 12'WIDE RESIDENTIAL DRIVEWAY APPROACH PER COIF Q o 3 ; w 1FS0-7,OC 10 RETAIN AND PROTECT EXISTING ROAD INFRASTRUCTURE >w o rcwyo'a mwL R1 CONSTRUCT SIDEWALK SCUPPER PER ISPWC SD-828 ��� SCALE IN FEET H m N 12 REMOVE AND RELOCATE TELEPHONE RISER BY UTILITY i w COMPANY AT DEVELOPER'S EXPENSE o i a N O 3765 3765 Z WATER KEY NOTES 00 1N1 SAWCUT ASPHALT AND PATCH BACK PER COTE TFSD-303, H. TYPE P 0 COORDINATE WATER SERVICE TAP WITH CITY AND INSTALL N 3760 3760 0 1 1/2"WATER SERVICE PER COTF TFSD-402 + W3 POINT OF WATER CONNECTION,COORDINATE TAP AND F- o INSTALLATION OF TAPPING VALVE WITH CITY I W4 POTABLE/NON-POTABLE CROSSING,SEE NOTE SHEET G-002 FOR SEPARATION REQUIREMENTS Z O 3755 3755 0 Z o $ _ 8 EXIST,GRADE AT q 8' SEWER KEY NOTES > CO W n m S1 SAFE ISAWCUT ASPHALT AND PATCH BACK PER COTF TFSD-303, m Q (n PROPOSED UP F GUTTER 4 3750 ---_- --- U) -1.80X ---__ 100'V.. 0 0 3750 52 INSTALL STANDARD MANHOLE TYPE A PER COTE TFSD-501 --- ------ °----- ------ W� cn Irw _0 B"WATER I I - ---._-1.28X - cn U) 0 3745 LL i 1 2•WATER --- ---- -- _!.12x(EXISTING)--- -- 3745 Z Z O U U 5 _. — — — — 8'� CC SEWER MAIN RAIN PROTECTE oC O D_ _ _ _ CL O F- 0 Z 3740 — — - — — — — — — — — _ — — — — — — — — — — — — — 3740 Q Q Q 0 U Z M SSWR-i o �� STA: 18+92.50(STA 1+00.00) U)= CL V o RIM:3746.26 INV IN:3740.86 8•(S) LU INV IN:3741.18 Z 3735 INV OUT:3740.BS 8"(N) 3735 N 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 CW7 O U) X HCC g (\N O K) N n(O O CO N N W N to O oo� O Oj8` m00r, Dorms �co� u0(a o LU -t n < 7 CIAO ��M �� �d� �d0 �tN N W V d' Q 00 f�n r I"CAh<O „w I)HTN 1")H7N H7MM MMN '0'7N I")K)CN M Nj L, rT M s a L n N Approved traction SLOPE FROM @ TO UP Ih N FILE: 60-17-058 C-124 UP OF GUTTER RIGHT ELEV. JUBPROJ.N: m 60-17-058 _- _.�1_ _._ _--..._ J EXISTING�ELEV. / DRAWN BV'. KCKIMW $H SEP 2 p _A DESIGN BY: SLA CHECKED BY:TAA ONE INCH �i CITY APPROVED PLAN° ATIFULLSIZINCH TONE m B1 CARRRAGE LANE PROFILE - STA. 16+00 TO STA. 20+00 Reviewed for Code Compliance 7 LAST UPDATED:BitET IF NO E SHEET 27 PLANS MUST BE ON JOB SITE o� VERT 0 5 10 TITLE C-124 a' SCALE IN FEET FOR ALL INSPECTIONS Page 27 of 73 25" DIMENSION h TYPE SIDEWALK OR 6' 18' 1'HATTER J ASPHALT SECTION A B C 5-8" VARIES-SEE LAYOUT SHEETS FOR CATCH LANDSCAPING OR REVERSE CCH URB LOCATIONS SEE PUNS 1'R J-U-B ENGINEERS,INC. ERNE AISLE/PARKING 2.5" 4' 8" VARIES 5'-0'-5'-8' 4'THICK CONCRETE REVERSE TCURB CURB PER pDETAIL N4 THIS SHEET 1.75%(10.25X) 3 1/2'R � (,� ' - 4'THICK CONCRETE t 1/2" Z ASPHALT D ° 1.755(f0.25[) ROAD BASE 1 2'R Q 00 N 1 E ROAD SUB-BASE CRUSHED GRAVEL MINUS s- 2-(MIN.)OF 3/4-MINUS OF Z L CDM NUS COMPACTED SUBGRADE AS PER SPWC•SEICTION 800 Z Z L.L c SPECIFIED IN THE SOILS REPORT CRUSHED GRAVEL CRUSHED AGGREGRATE N NOTE: Fz NOTE 333 PER GEOTECH REPORT DATED APRIL 6,2018 SEE PLANS FOR LOCATION AND WIDTHS Ld L(.I LO C 0 PREPARED BY Mn.AND REVISED BY OWNER OF SIDEWALK. m T•� 11 COMPACTED �ASPHALT PAVING SECTION TYPICAL 6-FT WIDE SIDEWALK TYPICAL SIDEWALK A4 VERTICAL CURB W/REVERSE GUTTER PAN SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SgVONO E� 40 12' r BUILDING LINE,COLUMNS,CURBS CONK.FOOTING,LTC. 2'(MIN)OF 3/4'MINUS CRUSHED GRAVEL '4Cy A pI�RE' SEMANI-POLYURETHANE SEALANT FS-TT-S-00227, 2%MIN. TYPE II NON SAG AND TYPE I SELF LEVELING.CLASS A LIGHT BROOM FINISH 3'\ EXPANSION JOINT PER TOOLED SCORE JOINT c ARCHITECT PER ARCHITECT 1/2'RADIUS •• .. ° 0 • a " 4-DEPTH CONCRETE •. ° r 4'DEPTH TYPE'B'BASE PER ARCHITECT SPECIFICATION i w w F O COMPACTED SUB-GRADE oO1W3w COMPACTED SUBGRAOI AS �'D-(MIN.)OF 3'MINUS PffRUN m k m J SPECIFIED IN THE SOILS REPORT 3�3 STANDARD CONCRETE FLATWORK GRAVEL ACCESS ROADin.T n ogWio B I SCALE:N.T.S. B2 SCALE:N.T.S. ? o m U Q o m�F8 U O 1/4-X 1/4-DETECTABLE WARNING z m-1 a o GROOVES SPACED 8'APART.RAMP AT 12:1 MAX.SLOPE I w m o 0. CONCRETE SIDEWALK CONCRETE SIDEWALK MATCH SURFACE GRADE `o z rc w \N, B�Q• \ B�Ln OF ASPHALT PAVEMENT o NiN. o MAN LANDSCAPE PLANTER 5/ CONCRETE CURB 5/ CONCRETE CURB PER PLAN PER PLANS PER PIONS \y' 7?7 7?•7 SIDEWALK IOR E CURB/GUTTER/SIDEWALK PER PUN j 6'CONCRETE 6'CONCRETE \a Z / i 8'VERTICAL CURB PER ISPWC SD-701A // � / PY�• Z 0 CAPER PLANS >O U) W ASPHALT ASPHALT J f^ PAVING PAVING m U w 7 REFER TO SITE LAYOUT PLANS FOR ACTUAL REFER TO SITE LAYOUT PLANS FOR ACTUAL REFER TO SITE LAYOUT PLANS FOR ACTUAL 0 U U RAMP CONFIGURATION.SITE LAYOUT PUN RAMP CONFIGURATION,SITE LAYOUT PLAN RAMP CONFIGURATION•SITE LAYOUT PLAN SHALL SUPERSEED DETAIL CONFIGURATION SHALL SUPERSEED DETAIL CONFIGURATION SHALL SUPERSFED DETAIL CONFIGURATION C/)U) CD Z 00 ADA RAMP-TYPE 1 ADA RAMP-TYPE 2 ADA RAMP-TYPE 3 z O z o C'1 SCALE:N.T.S. C'2 SCALE:N.T.S. C3 SCALE:N.T.S. Cr U J C/)W U (1) D3 Z(n D Z o D- O Q O i HANDICAP SIGN 8'R. HANDICAP SIGN AS REQUIRED BY r) WHEEL STOP LOCAL AND STATE ORDINANCES - D4 MOUNTED ON FACE OF BUILDING NOS HOLE FOR 5/8 0 DOWEL 1 42 Q ADDITIONAL SIGNAGE MAY BE FT.FROM EACH END.(TYPICAL \S° w y I REQUIRED(PINES,ETC.). OF 2 HOLES)DRILL HOLE h 000a00000 a neon CHECK WITH LOCAL THRU PAVEMENT.DRIVE 24" " GOVERNING AUTHORITIES LONG STEEL PIN THROUGH /� cV o 2'SQUARE TUBE WITH CLOSED WHEEL STOP AND PAVEMENT I N zo INTO SUBGRADE m 4'WHITE i IS NOT MOUNTED(TO BE O BUILDING)ONLY IF N 4'WHITE STRIPE °m ?J+ y w STRIPE 2'O.C. 0.(i ?. a O 46' p SURFACE TEXTURE R LANDING o Appro�*& ruction FILE: 60-17-056_C-501 TRUN CONSIST OF RAISED TRUNCATED DOMES WITH A JuePROJ.a:so-1]-066 m (23DIAMETER OF NOMINAL NO IN DRAWN BY:KCKIMW WHITE MAX (23MM),A HEIGHT OF NOMINAL q DESIGN BY: SLA g w STRIPE 0.2 IN(5MM)AND A CENTER 3• 1'-8" iv _... TO CENTER SPACING OF 8'0 CONCRETE FILLED CHECKED BY:TAA HANDICAPPED NOMINAL 2.35 IN(60 MM) POST HOLE T/ ONE INCH PAVEMENT D2 AND SHALL CONTRAST 8" `9 CITY APPROVED PLANS AT FULL SIZE, ONE SYMBOL C301 VISUALLY WITH ADJOINING � -�/ SURFACE OF PARKING SPACE Reviewed for Code Compliance LAST UPDATED:6/2/2018 SHEET 2Q E_"')HANDICAP PARKING DETAIL D2 HANDICAP SYMBOL D3 TYPICAL HANDICAP SIGN �CONCRETE WHEEL STOP PLANS MUST BE ON JOB SITEvSCALE:1"=10' SCALE:N.T.S. SCALE:N.T.S. TITLE C-501 FOR ALL INSPECTIONS Page 28 of 73 (6) - 1/'X 24'KNOCKOUT PANELS (2X) 1 EACH SIDE (4X)2 EACH SIDE 1-U-B ENGINEERS,INC. SEE NOTE 1 39'R/W-EAST SIDE OF STREET 8'-1O 1/2' Z e-3' O)0 Cn >M v GO It O Q EXISTING STREET 24' 2.00' 5.00' 8.00' 2.00', cy L1J 07 Lu p m Z t t' N RETAIN AND PROTECT SAW UT ASPHALT TO Z Z LPL EXISTING STREET FORM A VERTICAL EDGE 2>< 3;� 2.Ox MIN. A _ _ _ rt LLI C L ~ NOTE: ------ 1.ALL HOLES FOR INLET/OUTLET PIPES SHALL BE � 2.5'PLANTMIX PAVEMENT DETACHED SIDEWALK PER COTF TFSO-709 INLET SIZE AND L.ON CORE .PROVIDE A FLEXIBLE MANHOLE VARY,REFER TO DRAINAGE CONNECCTORTOR(KOR-N-SEAL OR APPROVED 5'BASE AGGREGATE-3/4'TYPE 1 CRUSHED PLAN OYP.ALL) SULPROVIDE NS)T 2.PROVIDE STANDARD MANHOLE FRAME,COVER AND 8'VERTICAL CURB PER COTF-TFSD-701 COLLAR PER ISPWC SD8618.CONSTRUCT CONCRETE SApNAL fps 1 S.S'SUBBASE-2'TYPE II OR (2)-24'DU.HOLE THRU FOR 3.PROVIDE GRATED COVERS AT INLET LOCATIONS. 3/4-TYPE1 CRUSHED HOLE ACCESS.SEE NOTE 2 COMPACTED SUBGRADE PLAN VIEW NOTE: �Of o< ALL CONSTRUCTION AND TESTING SHALL CONFORM TO ISPWC(2015 EDITION)AND �qC OF THE CITY OF TWIN FALLS STANDARD REVISIONS OF THE 2015 ISPWC STANDARDS OVERFLOW 12'OUT A Y AH PER PLAN °D Al CARRIAGE LANE -STREET SECTION �,F� o,._6. SCALE:N.T.S. u�r VO Q •I � wtiw 6 r OZ�ZZw� I� m KQVmO m o IE IN PER I m u 3 PLANS IE OUT PER PLANS maa» 1n �gNa�o > z I in W O �"0 ¢ �o0_,P A:USrzF O� t0/1 rcF rcF SUMP ELEVATION PER PLANS •I I 4'-10 1/2' I o 3 3 3 o� 8-10 1/2" ircrc;w SECTION A-A END VIEW NI 0Y 0 o z SAND AND GREASE TRAP AZ SCALE:N.T.S. Z 0Z �0 >� (1) W q m::D wZ C=Ir o O (D Z 00 WRAP TOP AND£ DES OF SEE SHEET C-121 FOR SWALE AND SEEPAGE TRENCH WTIH GE IOTIX 351o� 12'PERFORATED PVC Z O LLI BED DIMENSIONS (MIN 1'OVERLAP ON TOP SEAM) ' i (PERFORATIONS FROM MIDDLE Z TO TOP OF PIPE) wa .� i. � T w vJ a NATIVE BACKFILL OR------- �/ {�� Lu (� Z PAVEMENT SECTION Z 3'1 in z 'ktY. 3:A SOLID WALL U O PVC Q PIPE <., 'i' �S..�I` ., Z i l 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0Q Z (( ).�WRAP SIDES WITH CEOTIX 12'MIN. Q333 a I 351 (EXTEND UP SIDE SLOPES 24"MIN.) 1 1/2'-3'WASHm DRAIN ROCK (40X MIN.VOID FACTOR) 1 }'-3'WASHED DRAIN ROCK n (401T MIN.VOID FACTOR) SECTION 17 _ MAXIMUM GROUNDWATER yELEVATION m NOTE:NO TREES TO BE PLANTED WITHIN 10'Of SEEPAGE BED. FILE: 60-17-05e G502 JUBPRB1 RETENTION SWALE 3A/3B DETAIL B2 SEEPAGE BED DETAIL 0-17-058 A roved } T1 DRAVIN J.! CKIVU pp CtI�CI DRAWN BY KCIVMW DESIGN BY: SLA gSCALE:N.T.S. SCALE:N.T.S. — CHECKED BY:TAA CITY AT FULL APPROVED PLANS ONE INCH SIZE,IF NOT ONE IN Reviewedfor Code Compliance LAST UPDATED:B2/2018 SHEET 29 PLANS MUST BE ON JOB SITE o TITLE C-502 FOR ALL INSPECTIONS Page 29 of 73 r A T B T C T D T E T F , REVISIONS DESCRIPTION DATE BUILDING CODE SUMMARY St �, 491�1MR4i0' 'gjAP Addison Springs ombustible m vials or approved fire-retaniant-treated wootl for a One Exit Required from Clublwls. NE CORNER ADDISON ROAD&CARRIAGE LANE tlstanceof4fee[(1219mm)oneachsitleof Mewallorwalls,orone layerof TWIN FALLS,IDAHO 83301 5/8-inch(15.9mm)TypeX&y onboard is installed directly beneath the roof Section TOMES-landings at Doors: decking or sheathing,supported by not less than nominal 2--1,(51 min) Ludin,ssnall have a width not loath-the-dith ofee sturwayorthe door,whicheveris Site Data: ledgers attached to the sides of the.of framing members,for a distance of greater. Property Area:6.96 acres. not less than 4 feet(1219 min)on each side of the wall or walls and any Zoned: C-1(Permitted Use) openings or penetrations in the roof are not within 4 feet(1219 min)of the Section.10.1.)-ThresM1oltls: OWNER Setbacks: Streetside=20'buildingand parking.7'berm. wmmon walls. Tere,hold,at doonvaysshall not exceed%inch in height forsliding doors serving dInIling units Intorior yard,=5'building and parking 3.A parapet is not require dwhere roof surfaces adjacent to the wall orwalls are or%inch for other doors. at different elevations and the higher of is more than 3o inches(762 min) Table 1D37.2-Fart Esnnce Access Travel D : 1 1 Unit wont 8 parking requiremems: above the lower.of.The common..It construction from the lower roof to B Owupanry (66)2-had is =66 units 12 spaces per unit 132 spaces the unaeside of the higher roof eetk shall have not less than a 1-hour fire- (30)3-bedunits =30unitsl2.5 spaces per..it 75 spaces resistance rating.The.,It shall be rated for exposure from both sides. Without sprinkler System 20D l.. %total ants rat ed far (3)Clubhouse 1,500 It'I)space per/200ft Bspaces thesup.3panpat-mn..Ils.On.Parape adjacent to thesamf fire-resistance shall as that regbustibl, Chapterll-Aaaty shall: j 216 soacesreguired the suppprtingwall or walls.On any side aejacen[roaroo(surface,[he parapetshall have noncombustible Accessibility shall beconstrutted awordingtothe provisions of IBC Chapter ll and lCUAN51 216 spans provided faces for the uppermost IS Inches(457 min),to Include counternashing and coping materials.Where the A31).1-2009 - Z rwf slopes toward a parapet at slopes greater than 2 units vertical in 12 units horizontal(16.7-percent Ramps:-slope of 1:12,comply with IOC/ANSI A317.1-2O09 Section 405 slope),the parapet shall extend to the same height as any portion of the roof within a distance of 3 feet Textures:non-slip,stable surfaces,comply with 1CC/AN5I A117.1-2009 Section 302 Residential Development(Townhouses): (914mm),and the heights hall be not less than 30 inch,,(762 mm). Signage:Non-glare surface,mounted at 60"from F.F.to centerlineofligiage R302.2A Structural hidependenw.Each individualtpwnhouw,hall beoructurally independent. Table 1505.1- um Roof[owring tlassHkatlon far Types of Comtrlsctlon: z Twin Falls Atloptetl code,: VB[on$trpttl0n aass'C rT` 2012.20ISIMernatlonal Residential Code,Parts l-VI and IX,appendices A,B and G(with State amendments). Eacnalons: u W 1111 krernatl°nal Energy Conservation Code(with Idaho Stateamendmento 20121ECC design) 1.Fountlations supporting exterior walls or common walls. 2017 National Electrical Code(with Stan amendments) I a WWW M 2017 Idaho State Plmobing Cade 2.Structural roof and wall sheathing from each unit fastened to the wmmon wall Buildings shall have approved address numbers,or /,W/ O <M framing. ^ � U 00 °`"`r`"""` 3.Nonstnctual wall and witct ings. approved building Identification placed F'w'I W o' x •wintl speed mph-C7i,,gustvelocitywo) All buildings shall have a permanently posted r/1 7 q •Windex B" Cec.someareas 4.Flashing a[terminatlon of roof covering avercommon wall. V1 •Seismic design category-"B" 5.Townhousesseparated byacommon wall as provided in Section R302.2,Item address,which shall be placed at each driveway •Presumed soil bearing pressure-1500psf without will investigation 1 or 2. •Frostdepth-24inthes entrance and be visible from both directions of travel Q P4 of •Climate zone-56 R302.4.2 Membrane penetrations.Membrane penetrations shall comply with section R302.4.1.Where •Winter heat;'deli Item 2de reed 99%d bulb walls are required to have afire-resistance rating,recessetl fiMures shall be installed so that the required aloe the road.Buildings shall have approved QI z I`4 g g load psf. g ( ry ) fire-resistancenongwalnotbereduced. g g pp .a •Snowlwd-Groundsnow load FIrlo Minimum uniformly distributed address numbers,or approved building Identification O H O w design roof load shall be 25 psf per local ordinance. Exceptions: •Table E301.5 is amended to require a minimum uniform We load of10 I.Membrane penetrations of not are than 2-hour lire-resistance-rated walls placed in a position that is plainly legible,visible ,of in habitable a rZl ttic and sleeping rooms. and partitions by steel electrical boxes that do not cowed 16 square inches W �^ .Fpunaadon,w•thttemwaall and ndon prpbara wifetontun the from the street or frontage road fronting the property X 4 bar a[[he top of the wall antl one X4 bar a[the bottom of[he 10.0103 m'I in area provided that the aggregate area of the openings through rooting.g4 nc�al barsare required at 6 feeton center. the membrane coal not axceed lo0 square inches(0.°645 m')in any Too and of a contrasting color(IFC 505.1). square feet 1 9.29 m')of wall area.The annular space between the wall Address size is based on distance from the street: I--I un W •Basement wallow have rune p4 horizwnl bar at4/eet°n cent r.One membrane and the no.shall not exceed 1/8 inch(3.1 min).Such boxes on up to 50 ft.is 4 in.,51 to 100 ft.is 6 in., 101 to 150 ft. a4 bar is also required horizontally and vertically around opngs,eni opposite side,of the wall shall be separated by one of the following: p O extending 2 feet beyond the opening.One III bar to be placed 1.1.Byahorizontal distance of not less than 24 inch,,(610 min)where Is U In., 151 to 200 ft.is 10 in.and greater is 12 in U 2 iali instay at lled lour ers of openings subject to Cracking.Vertical bars the wall or partition is constructed with individual nonwmroundlting W •Unvemea fuel burningliances are not allowed. stud cavities. Z g space The Twin Falls Fire Marshal or his representative f .30"minimum crawl space depth measures from bettom of flwrloizt l.z.By,a horizontal distance of not less than Me tleD[h of the wall nviry p SHEET INDEX (per local resoIoian) where the wall cavity;,filled with cellulose loose-fill,rockwool or slag shall approve building number location prior to ADDISON SPRINGS mineral w°p1 i°,N1an°°" GENERAL STRUCTURAL 2o15lnti,l C.onal Resitlential Code Analysts 1.3.B lid fireblockin installation. RESIDENTIAL DEVELOPMENT G-0.1 COVER SHEET S-0.1 STRUCTURAL NOTES By gin accordance with Section R302.11. Residemial cpnsnNttio^ 1.4.By protecting both boxes with listed putty pads. G-1.1 SPECIFICATIONS S-0.1A STRUCTURAL SPECIAL R302.1 Exterior wall:.Constnttlon,projections,openingsane pene[ratlons of eMerlor wan:o(ewellings 1.5.By a her listed materials and methods. NE CORNER ADDISON ROAD&CARRIAGE LANE G-2.1 2015 IECC ENERGY INSPECTION FORMS and accessory buildings shall comply with Table R302.1(1);or dwellings equipped throughout with an TWIN FALLS,IDAHO 83301 m aut°atc sprinkler system installed accordance 2904 in rdance with section P shall complywith Table R302.1(2). 2.Membrane pen ns by listed electrical boxes of any materials provided COMPLIANCE CERTIFICATE S-0.1B STRUCTURAL SPECIAL 1 thettheboxeshavebeentestedfn-useinfire-resistance-ratedassembliesand INSPECTION FORMS Exceptions: re installed in accordance with the instructions included in the listing.The rl COPYRIGHT 1.walls,projections,openings or penetrations In woos perpenelcularto the rune nnul-pnebelweenthewallmembraneandtheboxshaBnotexceeal/8 1 1/2 MIN. WATER LINE ARCHITECTURAL S-0.2 STRUCTURAL SCHEDULES used to determine the fire separation distance. nth(3.1 min)unless listed otherwise.such boxes on opposite sides of the wan ARCHITECT: BUILDER: 2018 dharube,eparated by one of the folowing: REQUIRED TO ALL TOWNHOME GLANCEY ROCKWELL&ASSOCIATES VISSER BUILDER COMPANY,LLC A-0.1 ARCHITECTURAL SITE PLAN S-0.3 FOUNDATION DETAILS 2.Walls ofawellingsana accessory structures)anted on the samelo[. A-0.2 SITE DETAILS 5-0.4 FRAMING DETAILS 2.1.By the horizontal distance specified in the listing of the electrical BUILDINGS PER STEVE HARK 1257 WEST RIVER STREET,SUITE 110 8324 W.NORTHVIEW A-1.1 BUILDING TYPE 1 FLOOR AND S-0.5 FRAMING DETAILS 3.Dlt=pta fro)snedd and:rouge:need, proliu,e,and otectir based onbructues bexe,. BOISE,IDAHO 83702 BOISE,ID 83704 ROOF PLANS 5-1.1 CLUBHOUSE FOUNDATION L exemin o from permits are not required a provide wall protection based on 2.2.By sold fireblocking In acc,rdarm with Section R302.11. r the litho,heloLProjeRionsbeyondlheeMeriorwallshallnoteMendover PLUMBING INSPECTOR PHONE:208.345.0566 PHONE:208.322.5390 A-1.2 BUILDING TYPE 2 FLOOR AND AND ROOF FRAMING PLANS VA the lot line. 2.3.BY protecting both boxes with listed putty pads. N � 4.De[ached garages accessory[oatlwelling loca[ea within 2feet(630 mm)ofa z.4.By°mer listed materials and methpa:. FAX:208.387.0889 FAX:208.376.6642 ROOF PLANS 5-1.2 BLDG TYPE 1 FOUNDATION& lot line to Kale roof I-projections not axceveing 4 inches CONTACT:JAMES GLANCEY A-1.3 BUILDING TYPE 3 FLOOR AND ROOF FRAMING PLANS 00 (102 min). 3.The annular space created by the penetration of a fire sprinkler provldea that 1t 1,covered bye metal escutch...plate. STRUCTURAL ENGINEER: ROOF PLANS S-1.3 BLDG TYPE 2 FOUNDATION& '�j 0`00 5.Fp0nd,tim nT,installedmwmpliancewiththiswdeampe-ined. OWNER: A-1.4 BUILDING TYPE 4 FLOOR AND ROOF FRAMING PLANS Q 0 000 Commercial Development(Clubhouse): R302.2 Tan,houses.Common walls separating townhouses shall be assigned a fire-resistance rating in ADDISON SPRINGS,LLC CIVIL ENGINEER: ROOF PLANS S-1.4 BLDG TYPE 3 FOUNDATION& to.d cordance with Section o302.2,Item 1 or 2.The wmmon wall shared by two townhouses shall be at uttedwitboot plumbing or mechanicalequipmenpeu orventsintheceviryofthemmmonwall. 20D hall onalElettricalCede(wkh Idaho stateamendmen) A-1.5 BUILDING TYPE 5 FLOOR AND ROOF FRAMING PLANS �" o 2017 Idaho State Plumbing Code/website link:(so,link on 2nd page/2017 Idaho State Plumbing Code) 8324 W.NORTHVIEW Theswall shall be rated for fre exposure from both sides and shall extend to and be tight against exterior ROOF PLANS S-1.5 BLDG TYPE 4 FOUNDATION& D° 20151nternational Building Code(with Idaho 5nte amendments) BOISE,ID 83704 LANDSCAPE ARCHITECT: S"•t walls antlthe underside ofhe roof sheathing Electricelinstallati....hall be in accordance with Chapters DC 34 through 43.Penetrations If membrane of common walls for electrical outlet boxes shall be in 2olslnternational Fire Code(sea link at bottom of 2nd page) A-2.1 CLUBHOUSE SECTIONS IONS AND ROOF FRAMING FOUNDS cols International Existing Building Cotle PHONE:208.322.5390 "V accordance with settnn R3oz.4. BUILDING SECTIONS S-1.6 BLDG TYPE 5 FOUNDATION& zolsnrernatnnm Energy epnse-ti,n Code(with Idaho Suateamenamants) FAX:208.376.6642 MECHANICAL ENGINEER: TYPE 1.Where a fire sprinkler system in accordance with section P2904 is provided, 201Lnternatlonal Mechanical Code(with Idaho State amendments) A-2.2 BUILDING 1 ELEVATIONS ROOF FRAMING PLANS ,-1 /ra oo the wmmon.11 shall be not less than a l-hour fire-resttanw-rated wall 2012 International Fuel Gas fde(with Idaho snteamendments A-2.3 BUILDING TYPE 2 ELEVATIONS assemblytested in accordance with AST.E 119 or UL 263. 20091CC A117.13009 Accessible and Usable Buildings and Facilities A-2.4 BUILDING TYPE3&4 ELECTRICAL 3 1997 Un"dmm Code for the Abatement of Dangerous Buildings leer local ordinance) IOther criteda: ELEVATIONS E-1.1 CLUBHOUSE ELECTRICAL •sl 64 � V 2.Wherea fires klers obote with Semion P29M is not add, .Winds eed-Deli rued A-2.5 BUILDING TYPE 5 ELEVATIONS PLAN U � ~t" prin ys[em in acw prow; p g per section 1609 of 20151BC(Volt--(305 mph) +• N U the common wall,hall be not less than a 2-hour fire-resistance-rated wall Category 1,(Slsmph)Coagory 11,and(120 mph)Category)hand IV) A-3.1 BUILDINGS SECTIONS E-1.2 UNIT ELECTRICAL PLANS O U 0' °O assemblytestevinaccordancewithATME119orUL263. •Wind exposure-"B"('C'insoreareas) A-3.2 WALL SECTIONS w N En ", 0 Ta02.1Enolpr Wa115 •Groundsnowload-15ps/ �a i• •Roof snow load-per IBC,but Section 16081,amended to include that A-3.3 STAIR SECTIONS AND DETAILS t•'I Pw Itsrojections Not Rated with Fire Separation Disance 25' 0 � lO Projections No Rated with Fire Separation Distance IS' the minimumunitormlytlistributedtlesignloatlshallbe25ps(.Table A-4.1 CLUBHOUSE FLOOR&ROOF , Openings Unlimited Non-rated w/Fire Separation Distance a 5' 1607.1 is amended to require a minlmum unnprm Ilve load of 40 psf in V Para habitable PLANS,INT.ELEV.&SCHED. �l 6-I c Penetrations Not Rated with Fire Separation Dist ping-ono y •lo onniccriteria-Deignod per smion 1613 of IBC(Site Class D soil;goo A-4.2 UNITW FLOOR PLANS V TAeLL P302.111)E%TEPIOR WALLS will report maybe required) SCHEDULES AND INT.ELEV. �y�1 •Frostdepth-24inthes •Presumed soil bearing pressure-1500psf far-allowable stress design", UNIT'B'FLOOR PLANS Cd t` 00 °'hers'° •Climate Zon eply-58 withchapterl6. VICINITY MAP SCHEDULES AND INT.ELEV. �-/ °w.r' <:N:t A-4.4 UNIT'C'FLOOR PLANS, Pwa 4 ma° w<5 °WArte orwpanwa-us-pm a SCHEDULES AND INT.ELEV. I A-4.5 UNIT'D'FLOOR PLANS, wvSMwaarea <lren Clubhouse �wupanry(Per 303.1.1) rv, -rsmm0 - ! s a S wa'�'n E5%Um CumvNwi n^s.nion R30z.4 3ren Carports UOccupanry __,,,, """" •�~ [c�m,en w� t ~ �� I wm,ry° v SCHEDULES AND INT.ELEV. "' a t s ( t�. f r A-4.6 INTERIOR DETAILS AND Allowable Building Heights and Areas: i ...� P.nth/4s waPne°g Allowable Area Allowable Height Allowable Stori ,,,,,,r,wao sQ °Ng° nu°0•• • y £ SECTIONS LICENSED ea�da°rmr°awX Group Cgn,t.Tyce (Table506.z) (rableso4.3) Erableso4.m`d °°,.mo ° 9 7 = A-5.1 FIRE WALL DETAILS ARDNITEen Clubhouse B VB 6,000 sf 4D 1 1, 11N1O^ee°Ore°f°°^0010"4^eon1-1dPOfm" -1- Cavorts U 116 34,000 sf sr z E t ""' A-6.1 DOOR AND WINDOW DETAILS x6awt°" B,a.a°.1-fed F'WECT`LOGA�1bIV A-6.2 DOOR AND WINDOW DETAILS Actual Building Area: _ s 4,e• R3o2.2.1 Corldwity.The fire--istance-rated wall or assembly separating townhouses shall be Clubhouse: 1,44S sf °°' ", e ; ✓ ! us from the foundation to the underside of the roof sheathing deck or slab.The fir.-resistance Carport,(largest): 1,550 sf �••• a•••• w. j .� ,J V.t 110E rating shall extend the full lengthofthe wall orassembly,including wall extensions throughout separating Z �s- or artachevenclosevacces,oryo-tures. Table 602-Fire Reslstanx of Extedpr,Walls Based on Separation Distal: B-Occupancy Non-ratetl greater than l0 feet .' R302.2.2 Parapets for townhouses.Parapets constructed in a rdance with Section R302.2.3 shall be U-occupancy Non-rated greater than 5 feet per Table 602,footnote h • _ • \ omnucted for townhouses as an eat enslon of exerior walls or common walls In accordance with the CITY APPROVED PLANS following: h.For a building xt wntalning only a Group U-upanry private garage or 0 "° "` amwwao carport,the eerior wall shall not a required to have a firsreslstance " • ""' ( "'"'" 4 1.Where roof surfaces adjacent to the well or walls are at the same elevation, rating where the fire separation distance is s feel(1523 min)or greater. •tom ti �'a min.. the ppet shall extend not less than 30 inches(762 min above roo the f Section)OS.8.1-Allowable Area of Openings: Exception n ng m0 Reviewed for Code Compliance ara Etion P2.Buildings no,, beari walls,exterior non bearing walls and exterior r SHEET DATA ' a•"' o,,,P "' ~•^ primary structural frame are not required[obefire-resistance rated shall be permitted to have �' I .m., t DRAWN BY: DG 3.Where of surlaces adjacent tpthe wan or wand era at different elevations unlimted unprotected openings. 1 '^" ( II q f q PLANS MUST BE ON JOB SITE andthehigher roof is notmorethan 30 inches(762 mm)above the lower roof, ; ( , y is F I CHECKED BY: JG the parapet shall extend not less than 30 inches(762 min)above the lower Table 1004.1.2-O ,dam Load,clubhouse: x d s � oiT.�nr`v w. ° I SCALE: ,of surface.Exception:A parapet is not required in the preceding two cases Lobby/Community 352 sf@15sf/oaupant 24occupants Dne Exit Requires ... W--~° �'-^ '®-- r FOR ALL INSPECTIONS where the roof coverlog complies with a minlmum Class C rating as tested in Office 1800 @ 100st/occupant 2 occupants One Us Required ( ) DATE: 10/23/2018 accordance with ASTM E 108 or UL790 and the roof clicking or sheathing is of Fitness 400 sf@5°sf/oaupant 4occu ann One Exit Required PROTECT#: 17036 30 OCC. SHEET` U BER G.9 G-0.1 L J_ J_ _L J_ J Page 30 of 73 r A T B T C T O T E T F , REVISIONS SPECIFICATIONS DESCRIPTION DATE 2. Exterim slabs:Broom hi,ish (])Firenaps when wood still be 2-inch,mural thickr,esa.If the width af,h opening is such Nat more 1h.one a. All wok still wrlmly wiW Section RJOI.b of the 2015 IRC ASTM C 926,Su.daW Sp.ificaf.him Appfiwti°n of 11.Hose bWshall hvan-ficer type. 0100 GENERAL REQUIREMENTS: pitte of lumber is ncessary.Ihere shall be two Nickness of I-inch n,miml imenal which joinu broken or one Ponond Cement-Basal Poster,ASTM C 106J,and Sendnrd 8pecificaf.for Insmllation of Lathing aW Fmnng b 12.Plumb gss line(.,,Hood gss frylaze. WW MASONRY fickn.s of Y.-inch hwk-, Receivelnresiot and Exterior Purtland Cemem-Based Plazlu. 13.Provide cmmled forme mlma[iaos ofdnwn bass mbwgmlus Dun]b Aagauge.045"wade wiNwt slip joint. A. All work Nell comply with ft applicable",im rnu of the 2015 lb-ioml Residrntial Building Code and Inem-til (9)Firc 'may also h of gypsum -id. C-bomd,mineral wood or other approval nO ombuslible b. WWIl:groat 5/8-ircb fiber leivf ed(swatch&brown cwt)plater mf 1-1 4 inch gdvan'ved wire mesh over two 14.Plmnblg tonnes:Provide aW Wsfl ftures as ulec,W by ow«n Provide all,AEw 1-,ss aceesonw and nwetials Building Cale,.well.sure and rouw,cad..The Contractor A.11 conform m end abide by all 1-1,city,aunty,and sou A. S.Strvcmnl Noun far CMU,Grout,ldww aW Reinforcing Mel,xcurcly fumd in Place.(Minn,wort vely is 10 be uxd in double-framed common walls). ki a of 15-Ibs.ki, fur complee-wilw- Wildng cad uF.ty hors,wch Incas still be_tkkr d a pan of these Specifications cad the provisions of such regulations Nall be d. Headers aW Beams:Set.11 headers with crown side up, aav able:G,.smcw weep-d m mudsill aW sob line 4-W.The C.ntnemr shall wlify tb--f drawings.sp.ifrwliw,are at avanwce.Should the Cw-Nff..any B. Cultured Sb,w:"E1 Dorado".selected by Owner.C.-I mock-up on site,,layout and Pattern to match owner's d is look. Lap double tap plat.a.mi.-.174 f-, d Fwsbcom:IW°i°-1w3-1,;wl..selmW by Owns. B. Hwfg aW Vrntiftion wink ronharymwch laws,or rcg.lw-,.fey shall bear all emu arising Insultinstrict accordance with manufacrvrcs ins,rvniom. (. Provide b,timnul blinking at 24 inches°/c for-1 siding. Temue:fight sand hand trowel s.maW uxmre.O,w-i aurae,2 wlorcw,. g. Provide blinking andhhi.g far ph-bing I-light Kxrvrea cabineu,hndnils,etc. f Excess Nucor,paper cad wire,,.billy CIw,1W w aM eked awayfm all wdlsinlwsl 24". 1. Scope:supply ill lbor aW mnenils f wbillfnofw hwh gad-wits synanmolx:tine tiwtding b,tin B. Desigw,ives:Inteme,iveal ftesiden,iel Building Code(IRC) tluilJing Cade(IBC)Amenew S«fiery for Testing and OSW METALS h. Provide 1,114.h x l'S-i=b.lg-inch meal tie(enedmNe pfm acmes cad meach:de°f the fnumrpud m6mkrn g. All exrerim dwrs,xindows and alp dw°od mhe filly pmrectN aM kept flee of smcc°debris aM ill wood pnttices of the trade.Hwtin6 desi®l umpmture of JO lkgrees inside atOdegre.ouuide.Cwling design umperamre or]5 Melenels(ASTM)and TalentSp.ificetivea(FS),coatrefertothe latest uccepleJ Wition of revision. you with,wl less than four IW nails. ilutNnm.aW glass to receive protective wverl8. degreo NNde.I W degreo Outride.All wink,mat w,.c.tO wrrlply with till mlui.-of Iegdly cansnNiW aufonn. A. Scope:Furnishall,teal suppons,wgl.,plat.,mucbmems.bolts,lg fh,gales,welding,shop priming aria include-Whilions 1. Coning and,caching:In exterior walla wJ bearing pmtiiivea anywood NW25°/.ofid width.Coning and may be ern hvlgjulisdicfnmcludlg illworryand slate otdmmwxs. OWNER C. Permie:The gw-il building permit cad plan check fee sh11 be wcurW cad paid for by the G.-il Contractor.All other p-bt .-,,Al won. ached Io a depth 1w wc«ding 24%of the width of the stud is-mg of surds it,depth not greater,tin 40 B. Crypsim WWIboW cad Ceiling Boma Comply wit ASHRAE cad,SMANA slalMards furresidwoal design and nsullnon. sh.11 h b ice.w.cad paid f.by the tick ,mct°n directly responsible. harm..it,.-I ring par,itiwa suP-mg n,Leda then he weight of,he pwit.- b. Comply with 2015IRC 1401 B. Ww,by others:All blockingt°te«ive e[ucbmend that,h p.-order rough carpentry. 1 Bwd M1oles:Ahole not greaterin Jiameler Dan 30°A ofdte widN,fth nod inanY woW xWJ.Bo,eJ halts not greater 1. Scope:Thwnvanm dealt provide cadlmll all gypsum wallboa�dlthe more spirit of the,twinge includwBsp.fldwaila Ercrgy Srazmofiwnw D. A--:-is..maerials,eq.ip-.,.Producearilw.-ion me[M1Wa other Nw thaw described below or i.di-On fe Ihn 60=ib-nonhatin6 Panitionx or in any wall where eazM1 bored surd is dotiblW ProvidW not more than two fuinng,beading,cmin&etc.wdsball notify gelwal conmcwr of any lhlare ram hue,acutely lucQ or properly imwllW bet 2. Hwting wlculafmshill hsNrWnW byf hwo.%conhaworm the bdldmg deparnoem Of the local%oveml%agamY. 1 drawings may be considered for use,providW approval n,buitiW from the owiw,the architect cad the aP,liwbk governing C. Welds:Still be g,wW smooth.All weld spb--W cad shell comply wit the ap.ifications of the"American Weldi.g arch successive doublW sm1 ere w bond.In na case sh11 the Wge w the bored hok be nwrcr Nw 5/8-ircM1 w the cing work standards. mIti'uW fur approval. authonry. Smiety". Wge ofthe surd.If W fl.shallot be lemur at the rime tw�i-f-d.a c��m notch. 11"w'All work shall wmply wi�Section R7o2 of - J. Eq ii,bit-83%plus g.fired furnaces with l3 SEER air candid-g wWrnshis wid.-the zoning wid ss i.ryired m b. All work ad metetial Nall comply with American Standard Asw h.."Sp.ificalio.of Gyp-Wallboard azhieve pi�,-aM drawing rnryilemems All equipttuvn insW w.per tlonuoc e,sp«ifiatimts. E. Inun,i,n:The inun,ion,f the documents is 1,include ell labor,meurials.equipment cad trwryona,i,n nettswy for wmpleu cad D. Mekrlls:See SNumral Nines cad drawings fur general design compliwce. Fefwmr b provide shop drawings of opted work C. FiniN Caryenhy FinisM1W 4. Provide ductwork m accordance xif drawwg,ASHRAE aW SMACNA proper-w- work. ,hawing all siva-B, and Knishes for approval I-,.commencing work. 5. Filar High q.liry Mcry l it,hrtamWia filar. 1 Sope: b Provide,obis fresh an to rctum.ideduct. F. CLtwg aW Pw hing:All trades shall d,their own cutting,fining,pinching,ec.,1.make s everal parts come wtdta Properly aW fit a Fit-A cad insult all finish wryenny romidw,including Nm,doorflmms,panting,shelving.-i-snipping,aura 2. Materials J. Themwsu,:HoneywAl Ww,rome oven day pmgiammeble. it m receive or be-ived by wink of rah.trades. E. FNisbes: b. Insvllmi.,f KniN 1-4-bath accessories aW wbrlw palls,etc. 8. M.hwi.l vw,iltio.for toilet wmpanmrn,a bitth-w wd 1-di,row.Nell W­W of providing five-Bic chwge per T/"N Powder coin whrt ever pmssible,oNerwiu shp Prime and field Pain,wit 2 roams latex rnamel. ii Gypwm wBllboaid:l/2-inch thick thi-gh°u,except.notbd.U.I%twit drywall mils id 7-inches We fur.111wn- W..I.,..be ulw quire type ace cl-wid. �1 G Scope:All trades sh1l f-all torn,equipment materials,cad pi h.all wink n.essary,mid-,reawwhh,inferred ar a 2. Wmkma-I shwr oral. stolid by wy code with jmisdinion to complete their Aro tf.m foraw h,W cad propafnisM1W job. U600 WOOD AND PLASTICS a Allj°inu shll6e ugh,and we and s.urely fe.W.C.ners shall h neatly mined,bm,W Or copal with nails.and b. Gypsum wdlbmrd:"-inch lhick.lire ra,W"%"bf.,wells as doitilW and er othtt walls.ttilingr or where Hold w 1600 ELECTRICAL sudhcex flee oftwl marks. drawings.Use w.il ib 74 h.o/c unless othtwi«noted. V L W H. Clean w:All Hades shall,at all times,kwp the ptemius free him aceumul.b.of orate materials or-A wined by tb,'wink A Rough Cvlrenny. E. Wswdxotk dull h azcunlely scribed m fit adjoining surf c. Wm dress still live Fi,,1.Gypsum cam-twi: A Fl-m .d it,the wmpii,t-fNc wwk Nall remove all.-hft.and afu,,he building and all lheir,wls,sc-di.g cad wtpl. All work shllhnachir,W or hod-sand.,sham edges aril splinters reined,and wnmlmely Fit Lor finish. d. MNl comer bed.-i.s tim.nm.galvanized 1. Su IIIBbm aW mnrenals.far insulla,ive of cam ku el.Nuls ardin he best f Zy V anal cad shill Iwve Ne job in a broomslun wndifve,including removing all labels,s[ckers,pdrat sneers,urea,him lighting I. Scope: Laywt of work,building of the rough flame of the Nrvcture,sheaNinB.sidin d. Full-le nhnuam bwMs sM1ell be dud wM1ertver liwble m fiwll W. 10 Sha J tr m a1 cx �'°P°: PP y a 0 ystem m openu m g w t practices a g,shear panels,ttc.,fi-ishi.gs,and .Sd,w app Ha.1 y tut pc Msed edges the tide cad i.dWin&but ram hw,W u,fixtures,appliwces,Awii,wdI h.fim&wino&swimhcs,recepecles TV jwks, � W Kxnaes,Plumbing fxtures bless fixtures,finish M1aldware,cabinets counter tops,urea selling all rough It-. screws,nails,scraps.anchors,etc.,cad finish hitidl ,insult all--,cad exutim J. kd_Hds Ink... (2)Sgmre comer had. ces,hw-die.temporary power,jw0i.boxes,1w4il,subPmvls,ec. All work.materials,e<.11 wily with Al ending cad�um rag bi,shelVng bmNmg cad ill bolding sp.ialt eS mull GI.pans,all rough backing fr finish a. Door Frame:- ,d Pitu,"D"abater. Tii a d,-,wnd'.A mend,,by6y.umboW .furarcr. requ�ircmenu ofallegWlY<ventutW Public auf M1 Bl 'sd'ttion,'ncludinB all wuntY and smote ordinances 5 L Temporary wilco:The General Conv.wrshllprovide kmporery miler facilities fur all trades until the completion of work. anachme.d and fimsb rmtenil.InsWlall windows and slidingdwrs. Ul Frames sM1ellhset plumb aW uric,ngiWys«utM cad protenW during the wane ofrovswetiov. f Nailing per code(alw s.drawings(w spa el ra ling rryuiremenul. a. The el -1 ronvde,o A.11 verily ex -g d- zservl«mquinmenu will exec,1-b.°f.ce fi-tin b. Word hu:5/8 inch x J 12 inch MDT. oW cing and I. 3/4-inch x 2 I2 inch MDT.-1-still h az b. The.1-1commcl°r skit ch.k with other li for the 1°ewon of­i,-.whch,cqu m hook-up,d,.--o F^'1 1. Lines aW levels:Th Contracmr sM1ell h 1.pomible fr the awwary of the building lines aW levels.The Contacor fill compere 2. Gr4dN wke1W by owner/ 3. Workmanship: wiuhes,rely prior m any sun° �/-�r/I' l wrehilly the lion and levels shownvethe drawings with theexisnng levels for,swoon and w.wetion of the work avd shall call 6raming lumber WCLB.'SwidaN grW'ng dressing rvl.p.s.20]0"oftle West CoeN Lumber inspection Bureau. Rmlmgs Stain grade wood wit prefabricated meal btazkels. Allloinb in KnishW surfaar sM1allhepW and f.sM1W withjoim«row,Renf cell romm. < The elates,wn1hanor shall verify wlf,h mtthn'cal draw ngv for con,rolwnng diagrams exact l«ationeW s,u I� O y 00 the archiuc['s anw,ive m any Jiurepanci.bet Proceedin6 wit die work. b. Plywood:"American Plywood Association"and"Doug,.Fir Assanafiuri'. d. Rn6s.1/."diamme fir. c. Provide nuul,nm a,all expoud Wges anJ external comers.Maul Nm shall h galvanizd. ofequiPmen,. 1A1 � ��yy SM1elvlg:l x wood Fit- d. Tram shill h sigh,m wdl-,,l Wges.plumb,level and lrvc,o pin.s.-Ay.-h,,d. 2. Servi-UWetg,miW s-i.ss required per CW,ki-r bass p.IPCO.main cad remote pnnl at 1-ives indi.tW ve f� W •d K All utility services sbillhwdabmwd i.azc.rdance wit all sate aM l.alodirwnces. J. Framing Ma[enals:Sce SNrcNal Notes and Doane) E Fining cad hwgingdwrs: e. Cwwd expand nail m screw heals with join,compound. drawings.Provide minimum,(lW amp wrvice per epan,nnt°nit cad 2W amp at wininunily building ^W MNl wnriMors:approval b,the1-1 building depaemot(Simpwn,rega) (1)Accurately fit doorsmflames wit clearwtxin l.ksb-i.g stir.aW mPs rat-«Wing 3/l2".Clorancem L Nails AM1llha.gularlyring(GAD-54)confowingloASTM,-380.58t.The romnwm a,M1is shrive may uu wallboad J. Smokd CO2Dnec,ms:Provide andinsull perplansaW 20151RC I--I L. Deviled drawings and sp.ifiwtions eke precedwce over gwebil dnwi.gs and SPz f D sake precedence ova b. Bu11Nn Tyvek ur W 115 urld felt wdel.lrrnt or smcw felt dwrhnoma Nall lrm u«W 3/16'At G.lard openings comply wit AWI i.mm.mdw.. win lieu ofnail. 4. S aW Provide for Na ilia 1 d'h ash vet ekeNe ovens V L &leper appi ape po pttia n8 opus crctiit ge 8e hoes r.l walW me.uremend.Should errors Om ssions.or diurepenci.appwnng in dra ings Or sp.ifiwtions or in Ne wink awe by (,)Flash allextenor openings wit&inch slsillafl paper allarouWpenmerer. f2l Set screws lm M1aNware by rou,ive lw by driving. 4. FiniN.care refgmf,hood.wssh..dryer.sprinklers.gauge doors firtpla«.jenW tub.hima«aWarcaMitiarcv. W^ others affttLing this woh,feoxma sM1Wlh.otifiW at once cad stallissue,mWwiom.mprocWure. c. "Caulk walking"or"mssliC dew conventional walking rompowd.Swla.tpol Ipbi&type. (3)U-tfl- forwryekwhere necessuy. a Welb:le«Idwif light orange pal. 5. SwimhW ou,leu:Tote Khm. d. Na lira II lywood die l- M1ill b-common m ran lank I Is.Provide double m lk wit minimum 141 All dwls sM1ell operate fi.1y.but 1w loosely,witM1wt socking ur hinge binding,and with all b.-adj- b. Ce hi -h digh skip of r 6. V wit Owner all li cad outltt locations at roe M. Monitor li I over su lien,menufeclurcra produce,services,site wndilives cad woikmenshi ' g'A P P gins i g s p y oar p p nnfy gM gh in. g.sq qua ryc,ntro pp p,1,produtt work of IB-inM1laP and 4-Ifid wch side of splice. cad fwctionvii.oP4HY J. Smh,be le a a M1igh.t quality. e. Provide wssh-t order h.ds cad nun ve ail bolo cad lag.rews be.H.g on wood.Bohbdes Nall be bond I/16-..h 4. Merenels Exterior(w be paimW I C Cemlde Tile: w -i quiet type;Down style,locate l 42-i.above fish floor. e. Fame:2x nomiml or equivalent"Porn,Tnln' 1. ROvide cad imellill«bimic,ik.xbownvethe drawings andinsmlkdp.Tile Cawcilof Amenw Sp.ifiwnve TCA FI40. 8. DWing cbcu,u:Provide himw-6hifb i- bi-indl ibli ImgerNw bolt dieineer. 9. Ceiing Fs.:Provide ticking aW switching him ceili.g tam where indicated. ¢ O,-4 N. Subminals:Shop dnwinge.Samples cad ProductDBv required bydmumenu or iucesury fur completion ofproj.,.Identify proj.t b. SoRu:'S"RS plywood 303b. Of CamWCTilesssel.ted by owner..CaaWcinbackspoN.4-im6x4-irsch 10.Canvwiw.wilco:D.orvm srylc robe paced vcmw11y 12-i-id-fi-flwrandusM1,wnw drawings. Cw,rutm,subcveh.fmsupPlier,peninrn,drawine end devil numhr,eW sp.ifiw,ion s.,ive number.epPropnete.APPIY 4. Framing:S«Shucmnl c. Sidings: 2. Glass.asM1 llwmr wits at wills and Bwrs wit rile. 11.Exlaurt fma cad recessed lights:T°be iruulkd.sMxm°n dmwi.gs �y 4�y Convector's sump,certifying fat review,approval,venfiwtion of produeu regmrW,field dimensions,edjecem<onsetetion work, a. Stud wilts:S.liw R602 IRC.All cads t°have full bung ve plme. (1)Ho,iml,ul:HaNie or equal Ober-cement in sifts.indiwtW 12 GmulNrrg device: Q and caaNination of information is in attordarce with the requircmenb of the wok and con,nn doromenu.For e.M1 wbmiml fur b. Blmkin d brad 121 Board cad Bane.:7/16-inch hadbwd with"Prime-Tom"banws. D. IfaNwood I,-: a Provide buRe service din fmtin f 1st less Wan 20.fxt of W telfarcW bar at el.Nc miter laca,ive cad Nub �.y gw gin& brow 80 Q ew.allowfive days.Idenify variations from Conmm Dmumenb era Produm or system limiu,ivex which mayhdelnmenulw (1)Swdwdls:SMi°n R6021RC.W-till-th-tinuous thuds from bottom to top plan. OI Tnm:lx"Pnme-Tom" I. Srope:F-ddi.itlsull cad finish hedwood 0wting cad Nairs wmpl.e.sc hid-and it,acc,dwce with Nafwl Otik tip fraugh broom pea a,meat sleeve alkss,12-inches. W successful pnf ce ofthew kwd Wmk. (2)Joins and nflm:sbw-RSo2&It-IRC. d. W°odbeams:Soliki..D°uglm Firm Glu- i.-beams..lumns wd!-k.deuilW. Flouring Manufh-A-iat H,10FMA). IJ.El-ia fit-aM apPit-: Fire-snipping Nall W pmvidW meat offe,,w.-lWdnFl openings(bmhv-.1 and hmizwul)and shall be tied in 2. MaleliaLs:R-k White Oak 3,4 wd5wil,-awn width planks N as lo.g a length as possible. a. Chimes:As selected,supplied and irinalled by cwhxtar. O. Proj.t Closrour Provide walk-through for punch tin and mining a,subsuntial completion.Include)-ring binder indexW,°include a fc lowtiomssfollows: D. lZi,binms J. Finish:Sand and scat i.accordance with NOFMA.Uu"Glitze"w,in finish scaler. b. Lt tfutmw:Rec sN aM suRue m°u.,li ,asiMicaudw Iwss lied anJ insulledb CooWimu A -i all produtt doe.menufutureri institutions.shop dnwinge.warranties and other infonnntian rcquirW bydmumenb. spl l)In exterior or interim surd wellA at ceilings and Ko°r levels. F1' %hs p upp Yrono-xtm (2)In all nod walls end paid..,i..]wing foal spaz.,w Pla«d,tit the maximum dimension of any wnwidw I. Scope:-id,cold insull all cnbimtwmk wmpl-including cabin,nips cad split-Provide sh.p drawings,wmples aW E. Shur VlyL c With-for rc 1 hit tiultttiil 0200 SITE WORK ryace is rim over 10 feet pW.16 fort IBpprovatbyowrw. 1. Scope:Furnish and install short vinylFlwtinghisNtt aceoldance wit nwufunuer's tequireme.d. Afm,fns:Numrc ISO cfia olio quip y (3)Belw.n suit Ntingers et mp end Whom and bewew surds along in line with urn of Hair adjoining stud wells 2. SuldwB: 2. Insulh i-Lay Roonng to provide a minimum numbtt of cams.Avoid cross sums,fillet pieces,and sN Mauh W d. ppbanres:ImvlUnon and ww.tio.zs required. W 1�yy All nmunl finish-i-till Glade..•^&Munless oral oth-w. fur wbrsM1adin d Ne sums in court Nf mwufacmrefsrewmmrndenons ps l5.Ekcoical w.haztur t.re b-dwdle,No dwi-sou and,Hall el.winlfutm.and appliances. WN A. All sin work.6rWin& fli.fi11in8.wmPani,n,etc..ahll conform,,sundaN Pnnices in the Suu of lash,.AnY deviati,ns from A..d.tiona. a. gw panem at Pitime wi I5.Aluminum wire sM1ell not be mad in el.Ncal wiring. O thou rcwmmendelions aR the responsibility offe cvehaclm. (5)1.ip.top. -,t sidw y,ends of sliding dwrPttkcu. 1. Mnenalz andd.igns:Soft maple (S)In spa.bmwem chimneys and wont fuming,loon n,n rombustible imunBls shall h placed.s._ e Kiuhcn id-tk:All whim i m h,a i l&wrutructi°n with hill overlay dwr cad dower.SBl Maple,g- pore, F. Carp. W B. Scope: A,lhible supp,rts wemcel collar nay be usWtightly,wl,fchimney andmilW,odfit-d frem,w dw,anJ drawe,a NaC Hein andg Whib, tl..i.ibttd amish finish.fully i.d.,W ill-,"M1inge1--da 1. Scope:Famish wdimull allwryn umpW in mans.indiwu0vedrawings. 2 (6)' h,Ima,lons nor s '(cell W above such es flea for M1eOin behind fumin eW glides t.w be Blum"Sol°.,dig,, bit ass Whiu Melamine inrcnas a1d do M1 I-6 is W M1 o-siJ N W 1 The ua f N,s s.lion awls with sin wink for buildin S.Civil and,sodas dnwin fur fuMa details eW s,milar laces which could aRme a me n,n f r Karon pipes s e g stripes edge banJW On vee fa«.Wge bad rag of shale.aid ubiiw box Io be PVC h m close pO bitexunor G. Gtamte and Smite END OF SPECIFICATION z pe o 8s ve Y Pe gs P Wssa6e wood. 1 Kitchen anJ Powdtt CountenOps&SPIN:Provide aW insull 2 cm wlid alb graniu with minimal uamin6.NminB devil ss spttifca,ors. b. Baths&Laundry:Same as kitchw,.1. .1 .1-by- 1. The wtraem shall eke ill necesury.assures,,hilly protect the Wj.en properti.. Liven aM gwenl smnge cabinets:Paim Sib.squme lip,unless rimed oNeiwix. Provide all n.csury 0uhings for doors,windows,etc. ). Erosion cad sediment wnholssM1ellhin attoNence with etvchW$Wpp cad govemingjunsdictions. d Verify and c,mdinak appliwce udfxmre dz.pnorm fabnwti,n. b. Gone,and Downymud: H. Painting cad finishing: 4. Provide as-hib dnwinge stewing l.w-cad sizing,fell-1,,round tiblit-,drain lines f ow.er'sfmre refawce. Hardware:AS selected by Owner. Gtiners:Sryle.iidica,W on drawings:26 pre-finisM1W galvanizW N.I. 4. -,d--bip(AWlemt°mgtade,b-bibE): b. D°xmsp°uu:Style as indiutedwdnwinga,26 pm-finiahW galvanized s,«I. 1. Scope:Provide paino.g wohuindiuied and speciKW.C°mpine irclWing prepauti..of sulfates oilier tlw Nose fat are C. Exwvatives: All pi--116e tight and We cad a cutely faunal.Comers shall 6e mitered bulled or taped,nailseel,cad suR.es ]. Swlanb:Provided insull Ne hitdh NgldAy eleNomenc.1i, tcad walks t°insure a long tams wwthe,swls. fazmry ph-.Provide I-dad and svnpl.of all finish.. flee oftwl marks. 2. Exunor Bunis cad wwdwOA robe suitiW:apply two cord umi-wanaperem suin. 1. Exwvmiwit turf t,t Nall bemade TIE tsiJf.lengnh.aW depth mluired.Finish wit levelfnoms. b. Use concealed ftwingsw.p.io,sible. 0800 DOORS AND WINDOWSll J. Emeriorf wd-i. trimmbe paimW:a .:I wet VA pti 2 wad sad-gloss lakx emote,. 2. E.,-t.,h soils rep°.p u,f,byiws Engineers. 1Ali-1 ine,woik 1,pll.1, d-,suin Knish sM1ell h smw,hly dressed cad sanded. 4. Imenm walls cad ceilings in fndry p-,2 ins:I coat PVA pnnur,2 coat umi-gloss lees wamel. J. Excevalions sM1ellhkept freer.suWing water. d Instal all wor P-.,.plumb cad1� Scribe,dsb-azcwat.11 in P-dNil adjoining cartes. A. Wood Wois: 5. Walls: Ew, rooms-1 -dit,"primer2 coat wtin oreggshll in[enm taus emmel. 4. Where excavations are made to depth greater than indintW,such additiveel depth shall be KllW with concrete.sp.iK W for e. Plywatd and lulticleboard shall h M1mdwoW edge banded on all exposed edges. 6. Exwaim Envy Doors:.1 d,.g�k,1-.1 goad spur vamfh. fwtings. I. Scope:FumiN ell woW dwrs ss indiwlW ve plans.Provide umpl.end product den. ]. Sein Imenordwrs:l curt wndi.g water,l corn alkyd svin aW cavlyxd,egos. 5. Ranove wfl cad spongy arcs end fill with wellarompectW solid melenal. 07W THERMAL AND MOISTURE PROTECTION 2. SreldeMs: 8. Cabineu:Slwp Finish. 6. Temporary shoring for excevehons over 6'A"deep. a. Owr hinge pins accessible fimn the wbide shallhnve-removable. 9. Exerior meal doors,Itim,vend.Bid flssM1in.:1.1w tt.2 c,au ex,enm rnamel.Paimm match adji,-,surfaces.Caulk COPYRIGHT A. Im kib-: b. Dwtt1w,,fword jambs,fi-i.gmg doorsshll h-pi-wnsaumw,rj.i.W by rabbit mmalcM1 smcw color. 2018 D. Fill cad bwkfill: 2. Etd-Do„s: Scope:dark shill include all labor,materials and equipmo,required m innall insulation.i.di-d and specified.Inwleti.n a. pparment Unid: 1000 SPECIALTIES 1. All,nd.shall fill.-Hill own hwch -h-ditectW otherwiu. I ..hisullW m acrotdance with.,aniclm i."F­Cork for Resilknoal Buik ings",Sete oast.Home shall be"Energy 11 Enhy doors:"IMn1u-Tiff.squall''/.inM1 Insulated Fihiglus.Wised panels and wiuoms ss iMicaud 2. Fill materials sM1ell be free him debris,vegeuble matur aW nhe foreig.subsunces. Awxpebb,wgineered fill maerals Sur"certified. 21 St.-Rwms:?? A. Srope:Finish and insull wmpleuit,wotkin6 other the items i1Mi-ve the d-­and rytti-herein. include: 2. 'rats: b. Commwity Building: 01 Subbase;Moth minus pit,w. a Flwrs above wtmur areas shall h insulted wit blanks-type Mineral foci ur d-fihr insulation wnfowi.g m l l InwlatW S,.I B. Baf azceswnes:Provide cad�mull one sa l uch blhrown:towel rang,paper holder,cad morel hm. b. Base:%-inch min.mndy gravel.4"minimum Nickness. federal sped HH-1-521 a with a Kemal resisv.ce(G-1 less Nan 30. J. bd-Dw. 3. BatkKll fa d""s1a111x winpazud W95%per ASTMDI557iae"lifts. b. Exterim walls aW ceilings-1 be maul-wit blow-in type Mineral fiber 1«Ilulox)wnfonning to FWen1 a Apumwm U.iu: C. H..numbers:flinch all. U] 4 Brckfill for Pip-,hes till comp,-on both aid.of-N6-ircM1 layers. SPeT HHI-521 dp 'dg minimum themul r.isunce of R21' 6' h hii.will wd R38 bt H "Maswr-1,11W PwelDwrs,e 11-3/8 inch hollow care. Ill 5 Eng ncered fill maknels stall be wmpm,W m 95%ASTM DI557. ce I g. P d 11 1 ding vapor baniers required for local clime di,ionz cad insull'n erne, 21 Hardware, D. Frepl -W M1 ey,zero clevvee-- -)H 'I gas fireplace GCBC80 or apmovW equal:inlude gas leg kit Provide all �� 0 ace w-with manufacturer pecfcai,n b. Conwuviry Building- essonesirclud rag chimney caps cad hnceb nttuwry for com0le,e insullafve - E. IaMuaputs:Sw LaWswpe-utss c C.-slid,shallh insul-.sh.on drawings with exmWW polynyrtne lDOWli.ulation with a dtw-1 11 Mawniu"MOIdW Panel Doorsmegml l-Jl4 inch solid cart;fire imW sstequwW. M O «(r),foot less than 10. 21 Hardware; E. Pre-Engineered Meal C'agiur,s.C-w-r shall provide complete en6.-desibn and inNallative including.cavati.n,concrete •�„'l1 F. Asphalt Paving:Sce Civil Drawings d. Fire cad Dnfl Slopping'.Mineral Wo,l ba.s. and Heel Nmwure. U 1. Add Alb T..All interior oaf and bedroom walls 10 be fi11W wit Kh,glass orttllulok sound insulation. Imulakd St.l O W G. Genetil grading cad ill si :See Civil Dnwi- 3. A«nifcate of compliance ecttyuble,ol.al builJin6 depanmen,awfntiw shallhsignal by the insulatio.can,nnoraW the B. Glass DOms aW Widows: 1100 EQUIPMENT O 44 M gelwal ro. .-cad be p.-wady proud et a co p uous I--whin the dwelling. �''J� CC H. Ulib.:Sce Civil Drawings I. Scope_Fumrsb all windows aM doors.Mown w sc�WWe w,[Fla,pl Pro de shop drawings. A. Srope F-hand.-Il complwcin wink g- M1- sind-.the wi-gs.specified-b. � OO W Roofing will Wah-fi,,g', 2. Vbtyl windows aW glss dwrs,Milgmd classic series or appro W egad F'e4 Slides,Single Hwg and Sllding Gl.s Doors; '] glaring m h double low"E",%"ivsulatW Uniu with argon DividW lighu m be simullW brnvern pan..1Joors wd widows B. Kitchen Applimao.All appl wee b-tbws are-E-W on dnwmgs.Genral wntraz,m still p,-i&..weary,,t-wls and •rl 1. Sops:Fu 'h d- Ilrwf g k plae.'nclud rag cam sic.,FlaxM1ings cad'ncoipom rag Other uades FleSM1ing,61«v. ro be glad with ubipwW glue where m im by IRC. lhrforw h,b,i-lhon 03W CONCRETE: wlwk,].,hill f gin Nit dawith manufacturer cad 20151RC R905 2. R fin&M f till have Chi.A ll ing. C. Glss-d Glazing. I2W NOT USED A Scope:E.w-him all fw,i.gs aW f.dmives. e. Arebiucmnl coirrymition shingles;Class A 3o yea(wamwty;in calm..lt-d by Owner.Provide special A,,t,to suit valley,ridge,bike,cave,aM°N-r con-,,.,rod. 1. Scope:Fw.isb and inmdl all g-,is and micron o0ur thw fit wry gaud dwr aW widows.Glzin6 Nall be den during 13W NOT USED r"N t� 0) 1. Comply wit will report pmvt�W. b. Ste«,Mevl Rwf,.g:Profile..1-by own..Sw mewl below, fish wok. raa,y,� .ai 2. Fum,sh,ngs and paanng ofconcrne for reinforcW cantina cad roruaee albs,interior old.tenm. c. Fill,ISM uphelt felt wderleymrn,. 2. Seldaldv:Flin gl.aj.bbers'ass.unon"Glazing Manual"and IRC.Dnwlinesmthe sb.l Glass robe M1urvanel.Gl.tote 14W NOT USED NJ i--i J. Fumishi.g and plwi.g Of all rci.forci.g Neel,mesh,wlyefyle meal inserts,dowels,bolts,clarlrys,iea eu.See fouWeti. d. Winer gwrY ice eW wale,shield;ASTM D1970;insull a,beneath maul roofing cad v caves,valley's and cmk- cut with proper allowance f-P-ion. R N (` cad-1 drawings fr special conditions Mini mum 2'wide. J. Maerials: y,i 3 4. Removal of Noma and cloning ofmatenals. e. Acceswnes.required fur complete wmerproofsysum won-by--ifik,- a. Windows:Dualpwelow'E"square. nipelW 1500 MECHANICAL b Dwrs and KxW glass wlfm lB"of Floortoh mmlmum l/I6incM1 to �1 B. Meknals:5ce SWCNnI Nines fur co-ww-1,end reinforcing. J Irtsellation Imull.sP.-herein cad.ibw-d.the Wawi..N accorlance with fe manufwoam's most wmn[ c SM1cet glee minimum 3/11-1,tfk A. Plumbing/i fur Wm d d, a M P ifiw,ives caevils ph d Mi wind spew nors, nch pOlishW plate Full wall behind if vwes. _ L SJIhlb' 1 Scope'Supply all,hart,nnslmie' I for imullarveof rompleu plumbing sy-to apente accoMing tothe O �k a Exterim walls./inh diameter anchor bolo w ddW]-inch.iin0 concrete m b f t o c maximum and 12-inch. 4. Waman,y:Provide cantor roof---t,for Wufwfighmess and Finish-wi.roofg system D. Hadwme: bat pbi b-of the wade will ircld 6 b I vd m,fixrvres,bur and c,ld wear ppin6,wit and ern,ppn6,hm came' U from mers cad split...-wh-iw nolW. a Imullw two(2)ywr marenals wJi.sellation. hwters.pipe msulnlve.pamtf.maers,veuke tic.All mmendsw wk.ek.a.,Iy with 2011 Idaho Sute Plumbing Cade b. Int=walls:Hila#ON72Ora1ivalan.118"O.c.,wle.,fenvi.e tW,.plws. It, Manuf[urer:SevrnfJ)Yemfll replweinn5 foiry(30)ywrproratW maunal only. I. Exteror dome:Shell be wiimleely work.-slopped with vinyl jamb stripssmnnufmrtd by Bwch Ww,h.Strip Company allrequiremend,fall legally<omtiW,W public aulbon,ies M1avingjuriadinio.inludingciry,wwryaW sate oNinames. 5«foundation plw aM devils far pon wchors cad special fou.dation ewditiws. Number 3030 or N.-7021 or equal. 2. Submit devil uM1edule ttyuested s k,i and manwi-.r cue for approval prim m° b,prod , t"' 2. Vapor bonier Minimum 8 mil elms A rein(ed polyethylene,ASTM I,-Lap,.-birches,tape all pwemtions,-1 C. 8hcel Mail and Boland: 4. Threthol E:Aluminum brove a1,WlW. 3. Mwifold plumbing sync.:Provide aW;mull Meniblm.them by V..gumd MXCDM-2 and MXCD05-2 or approval egwl. bania m I.-Ii-penmeler.Pun-rid gaps are uwe.puble. 5. Hi.B.:Bill-bwnng exlcnor dwrs,ilibbi d b,w,bS lyp,1h-I-3l4" lid.l'/t Wir 4-12"x 4-IR"bum;I lB"wlid Design cad insulla,i°n shell h in.c°Nan.with menufacmrtr's,ryuiremend. awl > � 1 nd w,Mcope:Pmv de miscellwro. I h ss imiwud cad sp.ifiW. core I IPit r J 12"x J 12"bum.Finish-i b 4. Shut°Rvdve: C. Wolin Aip: 2. menals:Flasbmg 266ange g I '.d'mn wless ofew,w nokd. 6. L.kwu.Lever handle,ylmdi pawg ed'um 1--fins Provide fk rag m bwisma.WI W by 5 W s owm. Hangers a P.All h I piping h II h h g with app W hangm a,6.4)" m n mum a sWce m permit ✓1 seal O 3 Geuerd(-.-to SMACNA Standatda). aW all accessmiw neresary him corwlne'mulbiti Provide imerch it-,yliWeu vnf I.ks key to march Provide J expansion and bin on wi,h.t h v n6 adjoining pipe Verfwl Piping still be cap -a,4.4)O/c with rough st«I 1. Cvecrcu shall be worked and in all flmns.arou.d rcinforcrnxn,and emhddW items inm romcrs. a. Wo�kshll be aroun,ely fabnwtW mlkuilaW fivedmjob ro.ditives. keys. soaps surely 1-m building fine. 1. Bolo,anchors.cad allinsane shellbe eccuratelylmetW end securelyheld in plwe until conerek ties herdenW. b. MOIdW wd wd-armed membersshll be fib-due and sudghS w,,lino cad wgl.. b. Clwn,in Nubs:Shall h i-WW Bush with faze,f-ll,rwbinm 41,-rs. 3. Concrete flat work still h tine m within 1/8-mcb i.10 feet in all directions,or sloped to dui..'.di-on the drawings Lock sours Flat cad We.l i.e:Y,-inch wide,sword hill wit wilder 09U0 FINISHES 7. Drains:Provide aW install Rwrand dui.as required aW indiea,W ve drawings. M allowing no puddling to otter in the dirnio.Offlow. d Sheet meal walk shall hdesig.W mprovide wmPlete weather-ogbt and wakrytwfwmrecnom. 8. Water b bl-gld heaurs: .,.k 4. Verify locatives Ofdep-slabs 1O receive Other-w-N. 4 Shp paining:All galvanizW meal shall be shop primed calf our coal ofzlc dun sin oxid p er all surfaces. A. 4fing aW Plater rag a Provid 1 hw .Energy Sur c,mpliwt 50 Still-imulaud ill.uN:high eflicirncy ss manufactured by ^yV O b 5. Rwf.g:Colors aW w,fil..Matted by Owner.1su11 in accordance with--f cores pee f one. 1. Stape:this con,taz,m shall provide and,idol,ill pl.reling in the enure sport of the dnwmgs including sp.ul dnails tong Bnd(oN Wh i, I. -` v . F3sshings: etc.,and all walls,wRu tunings and ratify genbil con,nwor of any the,are 1w tint securely fed or properly insulted . warm wn..tions Nall be nnppW for,lent support. D. Flixhf8: Provide ill Flashing vd counts Flashing ikms.indicatW wd.raluiredmmake wmplek wok wmpleklY bcfom rommcrcin6 any work.All work shall be in Nnc,soNBncewiN mwbfiw1wr sundBNs.PmvWcbO"x 60"umplc far c. Irclude4.b 6ellon expansive unk a Wwaurh-,-sbencath-h-it. waterproof. acceptance ofk_wd wl,r. 9. All water Nell be L"co cad I 1 bu I I. Inknm slab:Seel trowel finish. b. FI.—shall bt, formal m Wary tin.wd fi„W,o devils. 2. Exterior Plata shall comply wit the following: Pipes type" pper P.,iGpY rye Vwex'PEX.LauW,y w y s ly.d drain. L 10.Minimum six wear serve«is 1'h-inM1 aW hoe bibs arc%.inch. 01 r LICENSED ARCH HieC M1 LANCE CITY APPROVED PLANS I 4 Reviewed or Code Compliance SHEET DATA PLANS MUST BE ON JOB SITE HECK D C B nG xecKED BY: JG FOR ALL INSPECTIONS SCALE: DATE: 10/23/2018 PROJECT N: 17036 SHEET NUMBER G-l.l Page 31 of 73 A T B T C T D T E TF REVISIONS 2015 IECC ENVELOPE COMPLIANCE CERTIFICATE I LATE COMIhIlk S1ft1111 Version 4,0,8,0 Envelope Compliance Certificate J­Ifitt J ­7 j oN. n_,,, .�I.-u—p— cab D­N., J.—t.., P. LINA.lit—bl. o—APP11-tt. 0—BR 11. J_AIN, o Oxot obwrvabwOxd observable ON.Appll­l. O�IpplikNill, C402.2.6 ItAIIIIIII­11Q iNt.n.ININN J ....AN. o fic—IINA.A.o IN. = spacetill,ill—I C3 10b.—IN oO"Obill.N. II A_._ NIAPPIlk.blit .......:I W� 0-Applicable ID 83301 1257 W Ili—Sb.1 ­d­III—— A.N...I ANNINI—I -11 I=d lle�l�.Ir 0-PIN, ZV I., �I_ 0-1 NA C01.21 A­91AdtwNIi­I1­ 0 B.Ildl, IINV o 1-D I­N: 1— E!"ApIA-1. ­.5 F—I—INN.R.-I.. o Z Iii—IbINI ININ' 0-1 NA Oxd observable Aaamnby Ir...A I-N C­ P.I.. -I ONA—IIIII. z P. uu N_.. ­­r I.— IlnieYo - o—PIlit, 1 i�_ .0 0 1.INANI— , . I—Abild.111. 1.3.1. Z_APP11C.N. 0 U 00 ID ilt, C,401 EICOMPIII� sFklc�l U.I.­ IN I N21j2.2 Z.—Not d­F—IIIII IIIII—b— 0.0tI. IkCFaI ­ ­Appll,tble 1. 0— >1 0 All 1,.1­1 o C8U I k—r..." 1" 0 ,V PXII bI ON.AINI—bl. Qll Z ­ EINI Co 11b... C) 4 b Z., I J.—P aN, —i.nW- Nt;­t ink:01-18 P,0ii—itlii. Add—SpOiII R­dtt 0­ ftNi­ ­—SpION, Dare AINII.—j:VO17 ftj­7036 Twin Falls AP—­1­­­ Nit. — I D­­­j­21P.j­70­6AIN—it—INIA11 D­ j:%2017 N.�%17036­F ft All—I, 7. 0 DAMI)CLAJIMIPFOJECTWIMM 7/W8 u 2 ....... W Oooe __ft`_ I"— PW,1­,,:M=n,:.,,ur 0­ptii� �jbl M.-I IF,, nd� z U ONIAppl.t.1,1ii: .penI­­d0­ UN—Nit-bl. ,I,IRI1313 F,,X,"I- ,1`2"Z oxa , : D_ P arc ­ 0N,tA,pl­I. 1-1.­N NANI 0I [IFIRO1261 C.Ib ...—A...... do,--- .—I Not ];3 VIIIII Nint—bon li— ol)INS Ntl 0­.­ o.0b.—I ON—plit-bl. D­Aptlll,lble C—AIII At-I—INII.,III III—ill DCOI C402.4.3.—I­­­IIIII. LIC.Mpt. lire In I—P =oflows xd ,7d.'4024IFNBI'3 N=Abon— IC 0,.,,., ­1 h.. 0 011—Ill. ON.Obbi—INN: 0-AIN11clibli, o­P11-1. d.—.QANNNNNU.N.I...I COPYRIGHT '5' ,Nt, 2018 'I= =.2p" o COMP I., meets _--A. DZ0, bN ONct Appli,abli, C412.5.1,Tle dnq o—P 4I ,, tiIn"IIIIIII ill,ININIr 1.1 11 j­.1 IFIR2011 8:lItpli­M IDNIAppliltibliI ­W,Ar =11L ct Obaervebk ArINI, AI01..I.d In tlitpp, NII­lAn..d— LIUMP'N" 0oces I DNI ON INN: O­Appli,ablit "02il 1 I.d.lb 1,1,1.b u 1.1 d 11,1—pil j­ "t 11K 1;1 d.-I DNI 011—libit: Irebtt Addklb..l Cb.bbhu&e.­­ DINNAINIII.IIIII 0 JOR. 3 IT.,21 mwlmP1 13) N.Albl 1.1 11 . 121 eI,0 0 NA—,N.:...'s Aft­pr­ 1 ­ I.—d—.10A. Atb­III — A ILI CA 0 ANN, 2. 1 Dilttfil­­jh3017Prq kl7036TnInF.11SAP.MentsMsser Dp<.me kCpmCh«k.cck INII. 5. 1 D.UIN—­1;.01IP.kcml17036rwlnl..x---I—.—n—k..k PeNi Ba I > rLft COMcheck Software Version 4.0.8.0 i�� NAAN­IN."ItNINA I C.-P. I A Inspection Checklist 102�'21 HD Dws Not E­91 Code:MS 11E. MI 0.0h.—I. Requirements:0.0%INAII 1d,I elr 1,the COWhlIck software ONIAPP'll.bl. T:At'r.thi,­­­­cd...lA N,­­by the u.,1.the COPIch—RiAlA­­ For 1111 1� INI. oo it _fl ft. tib-b-thilit A�--IN will IN,—line b.that is d...Nn­or that An 111 2:, 1, ly D­N. 0 I,baling Where—pi.n.Is NA.—In. l­IbIbIN,II­nbe to that table Is p—dild. I I1.1—ri n.,li,—,rd=INNIII.I� _1.......t.._ 0 ON&ANIIIi.blit AININI...I C....—ii—ilb... all i —p­ I NA D 01 o Or Alin 0ooesxa LICENSED --t. GLANCE CITY APPROVED PLANS �I,,Illlhl I 4 h­­ Reviewedfor Code Compliance e, SHE-DATA C", Add 1— lt�­ o DRA�BY D PLANS MUST BE ON JOB SITE CELC�D B G Y: JG FOR ALL INSPECTIONS SCALE DATE: 10/23/2018 PROJECT#: 17036 ,­SHEETm BLR 3 114hl­(T­� INNNA, IT.,�1 ..NN­ Addli-Sp,IIIIIII ­Oil:b7A.t. Adii—Sp,Ing. NG7­18 Dare filtn­:j:­17­7036 TA.. jzD017P��kII036�ln Falls Apa�.� �.(vi�,)� � —D.. ��..Ch.k�,,k Ali. I It,Ill,nii.it:1:0O17 ft*­7036——I Ab­ I., I G-2.1 L _L _L _L Page 32 of 73 AREA 1 AREA 2 I i i I I I I I1 III _ _ ♦ ♦ .» ♦ * , III c 33 FE= K E DNG N BL 3C�LE IN mini I _ imim 1 ----- �♦ r`» BULSMNGI I I *i♦a r a 1.4 -- - - . ---- ; U ----- E.---'1_- BALDING, 5LI_CING D EIALDING E I I I I I a I I I `1 TTTT7TTI ]I[ I I I I I I I I I I -sue u n ------ --- I / -t-rt v H.E r M _ - -T_ I co - 1 �~ E° I LL I LL LOU /L E.W,T 71 S—FLTJ¢E Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min CalcPts 1 Illuminance Fc 2.07 5.7 0.1 20.70 57.00 Page 33 of 73 r A T B T c T D T E T F , REVISIONS DESCRIPTION DATE � RESPONSE#1 9/26/19 WNBR 9/26/11 I � I 2 CHANO6S F Z I oW I I _ 12 GRAVEL EASEMENT --------------- DOG PARK I -- - - - L BUILDING N I - I I I I I —_—____ I F.F.50.78' - I I F.F.50.07' I I I I I (8)UNITS I 1 I --- I I BUILDING P I N ®o I I (8)UNITS F.F. 1.28' I I II *—F.—F. 0— cr .57'1 --- iI 15-0 --- _ z I � I( ooitfIli EASEMENT F.F.50.52' Phase II -J — Qvs F.F.51.02' ZZ 12 ' _15 J m 13 00 n _7 7 z J 10 F.F.51.28' 40F.F.50.57' WUQd°¢OCQz�'� MMcOQ�ac; --- j I I F.F.51-78' I if *F.F.51.07' I f— I I I I I I I 1 s I JI I I F.F.51.02' j] I F.F.51.52' 1 // F I Q W Ci F.F.52.10. I O I I � u 2 I i � I` // � I I F.F.52.60' I '7-� X�7 _—,/� o NdA O Phase I m � I ppp PH � II i _II III I LL—m FraI n 0IIII UNN 3-- — � 22 00 0 IirI —00 0rI 000 00000 iiI�ii II u — — — -- a�aU�, '' OwteM0 A I COPYRIGHT08 7 20 BUILDING i -----RF2 (8)UNITS F.F.5240' F.F.52.60' BUILDING H ( 1 0 0X08 I F.F.53.10 00 bp 48 o 6 r F*F PLAYGROUND Z_Z 07 3q O 0an Vl 13.18' a ZZ 9 . . - -- - — - I _ III ■O� cN�t BUILDING D F.F.54.07 U C3V`- 'tiyG 0 BUILDING B BUILDING E BUILDING A Sv* — I (n r► (4)UNITS -ca (4)UNITS (4)UNITS (4)UNITS F.F.54.57'I r- hF.F 54.10'1*F.F. 4.12' 1 F.F 54.00' vM0n0 - - - 1 16 \4- --- -- — -- — — -- I _ ——— ---— -- ---------- ----- --- -- -- ---- Phase I uceram i i I "j 1 II L I-- 1------� L - —_ _J ---L-- ancwrecn AR it 2 IIIAr 1e _ c 4 ' SITE PLAN DTE:THE(4)UNI µc In(�I/}.�� D WIT "• ""'c "^••C SHEET DATA SCALE 1"=30'-0" HAVE�A�FIIRyySTT�LOOR THAT MEETS � '1 �L" Tn1 Tr�9�Sl E DRaWNBY: D. NORTH REVISED CARPORT LOCATIONS � L CA N ILD G I. M CBBCKEDBY: JG PER OWNER REVISIONS 9-26-19 \ / SCALE: FOR ALL INSPECTIONS ` DATE: 10/23/2018 PROJECT#: 17036 SHEETN BER 1 A-0.1 L -L � -L -L J Page 35 of 73 r A T B T C T D T E T F , REVISIONS DESCRIPTION DATE 14'-0" 9/26/19 1 RESPONSEk1 WNER 9/26/11 2 CHANGES 6"CONCRETE SLAB w/WIRE MESH RADIUS 1 1/2" I PREVIOUS LOCATION,TYP. REINFORCING(1303-d5)o/6" ABOVE PIPE, COMPACTED GRAVEL BASE SMOOTH I OWNER __________ _________ _____ — � � � ° WET CONC. + _____________________________________________ _ _ _ _ _ _______________________ 4x6 ANGLE STOP w/EXPANSION 0 w/VISQUEEN ANCHORS @ 24"O.C.,COORD. to 1 - — SIZE&LOCATION w/DUMPSTER N FILL w/CONC. L 8"CMU,COLOR or PAINT RECYCLE OUTER EXPOSED SURFACES 6"0 STEEL PIPE BY OTHERS AS INDICATED Y w I -- io i BOLLARD,PAINT — -- I _ _ W r I I LDUMPSTER BY OTHERS 'Lis w i 1^ A 0.2 inZ - 4 z TOP OF GRADE, PER SITE PLAN I _.__. z 2 I UIIIIU ———— II A-0.2 - 1�1 O O O 3'-8" ° I — - �'W lla ll _ - a U PIPE BOLLARD GATE POST, w ( 1 -- T/� W Q SEE DETAIL 1/A0.2 p I \/1 O 4 o all° all °.. z r a I o00000000000 000000000o I O A-U2 L4x4x3/8 STEEL ANGLE FRAME 24"0 CONCRETE FOOTING m (BRACE AS NEEDED)DUMPSTER a �'- 000000000000 00000000000� a GATE W/METAL'B'DECKING (PAINT) TRASH ENCLOSURE PLAN PIPE BOLLARD DETAIL - 2 2 SCALE 1/4"=1'-0" SCALE 3/4"=1'-0" - A-o -- - 7&9 -- A-0.2 2 I — YP. I A-0.2 r _-- -- = z 7"BARREL HINGE /GREASE FITTING, ROUNDED WELD TO GATE FRAME and BOLLARD GROUT TOP of _ -- (2)METAL DUMPSTER GATE HANDLES WALL ROUNDED GROUT TOP of WALL TOP OF GATE TOP O TOP OF CONCRETE I L6'-6" g•_8 TOP OF GATE 6 - I _ 6'-6" I 6"0 PIPE BOLLARD GATE I �_L f2 f2__ I—I POST,SEE DETAIL I/A-0.2 I i -------------- II I F72 PYRIGHT L4x4x3/8 STEEL ANGLE--- GAT1 III PREVIOUS LOCATION,NP. 01$_________________________________ a I , FRAME(BRACE AS NEEDED) 6"0 PIPE I I -- DUMPSTER E WMETAL 'B'DECKING BOLLARD(PAINT) �S�B II TOPTOP O� TOP OF SLAB Lf TOPS 0'-0" 04 FOUNDATION ARCHITECTURAL SITE PLAN FOUNDATION SYSTEM, II II p pip SEE STRUCTURAL _ C— 7 M O———— SYSTEM, ��LL SCALE 24"CANE BOLT,PROVIDE A RECESSED SEE STRUCTURAL DO PIPE SLEEVE MIN.6"INTO GROUND NORTH REVISED CARPORT LOCATIONS 2 O ,. m PER OWNER REVISIONS 9-26-19 toll � TRASH ENCLOSURE ELEVATION TRASH ENCLOSURE ELEVATION 4 SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" y �0 y '�V o t4,_0„ 101_0„ t4,-0" ¢ CARPORT MANUF.to VERIFY PRE-FINISHED,24 GAUGE, U STEPPEDFASCIATRIM, 3 �' ALONG ENTIRE PERIMETER �I rail ¢ OF STRUCTURE V M MAILBOX REQUIREMENTS: (1)MAILBOX PER UNIT to ® BOTTOM M O BEAM () (96-REQUIRED) UNDERSIDE OF METAL ROOFING—] T.S.CARPORT STRUCTURE,PER * O O (1)PARCEL LOCKER FORry N EVERY 10 UNITS(1:10) PANEL TO BE WHITE SUPPLIER(POWDER COAT OR PAINT) Q � � (10-REQUIRED) 18'-0"MIN.o.c. 4'-9" t4'-0.. U '.y `O SEE SITE PLAN PRE-FINISHED METAL ROOFING PANEL, '>' u m CARPORT SUPPLIER TO VERIFY GAUGE1`-4PEDESTAL MOUNTED w HORIZONTAL MAILBOX �- CARPORT FINISH COLORS WILL < 7 SYSTEM(TYPICAL) BOTTOM of CORRESPOND WITH THE za M 0 o a o o o 0 0 0 0 o BEAM 0 0 0 0 o o 0 0 0 0 0 / _ _ DEVELOPMENT q ¢ -0"SIDEWALK III 18'-0"PARKING STALL O Z -- _ —,� - O to Z �1 � - _ - � FINISH Z w = w v GRADE �aCNiCEIUg _LLFINISH ASPHALT PARKING LOT GRADE,SEE CIVIL GRA CONCRETE SIDEWALK and CURB,SEE CIVIL x 2'-10" 2'-10" 2'-10" 2'-10" 9'-0"MIN. 9'-0"MIN. z '-1 TAPER FOOTING 1"UP COLUMN Z DIMENSIONS GIVEN ARE FIEL U.S.POSTAL SERVICE SEE SITE PLAN SEE SITE PLAN FOOTING SYSTEM,BY CARPORT SUPPLIER -- cux. VERIFY REQUIREMENTS FOR ACTUAL SIZE FORACTUALSIZE 1 CARPORTS TO BE A ® 1 L it -1 L it DEFERRED SUBMITTAL {N'1'I 'CITY, PPROVED PLANS sk MAILBOX ELEVATION CARPORT ELEVATION CARPORT Reviewedfor Code Compliance S CTION 9xEET DATA 9 SCALE 114"=1'-0" 8 SCALE 1/4"=1'-0" 7 SCALE PLANS MUST BE ON JOB SITE 3/8" InUw BY nG CxecxED Hv: JG FOR ALL INSPECTIONS SGALE: HATE: 10/23/2018 PROTECT q: 1]U36 SHEET MIMBER/� A O.2 Page 36 of 73 A T B T C T D T L T F REVISIONS 38,0" 46 0" DESCRIPTION DATE 1 RESPONSE HI 9/26/19 30'-6" 4'-6" T 0" 13,0" 21'0" 3'0" 2,_0„ wNER 9/26n9 le 2 CHANGES SYMBOL LEGEND r 4 7 r-Jfl x BUILDING SECTION OWNER P6.12 6� 8 WALL SECTION � - 3 i--�r X 612 612 TYP. ----- --= X-X.X _ - o �1'-6" m II o - - - -I - - - -f- � T DETAIL IDENTIFICATION W 10 A V 1 -- _ _'� o Q RR\\ UNIT 101 __ 9 RIDGE 10 4 UNIT 1�01 �� CENTERLINE DIMENSION I� i r - RIDGE J 5 L w UNIT'D' 1g ------I (~ LTa QF � 3 BEDROOM,2 BATH -, m P_6• d� 2 0 6:12 1,_6"_ 3 BEDROOM,2 BATH r l L W s'-s" 70„ 3.0 o, WALL LEGEND " o _ I-LI 0 3,_0,. 2 O Oi a Q M m v v 1'-6" 2'-0" _ ryp - I _ EXTERIOR WOOD STUD WALL,SEE Q U W _ -.-. - 18 - __ _ ^ ^ IF- - 0 DESIGNATED DETAILS AND ENLARGED UNIT � W w TYP. 0 6'-0" PLANS FOR FURTHER INFORMATION I 11 2'-0" g v 2'-0" INTERIOR WOOD STUD WALL SEE Q __ ---_-_--� DESIGNATED DETAILS AND ENLARGED UNIT W Q B } a B _UNIT 102 B PLANS FOR FURTHER INFORMATION A-3.1 3'-0• A-3.1 =_ _ A-3.1 UNIT 102 5'0" = F-1 o UNIT'A' RTY WA EE l 2'-0" c 2 BEDROOM, of UNIT'A' DETAIL 1&2/A 51 �--1 �-'a 21 6 1212 12 2.5 BATH = 2 BEDROOM,2.5 BATH FIRE RATED UNIT PA LL S O i m i 13 1'-0' N ° I I �Q w :12 SCREEN WALL /A 3 1 1 SEE DETAIL `r A A A Ll B. _ _ _ _ _ _ _ _ 2"0 a 1S q } 1 1 o4 LEGEND IS FOR GENERAL INFORMATION ONLY,REFER 2 0' ter.. _ n TO DESIGNATED DETAILS FOR FURTHER INFORMATION. F-1 `l_—__F `< - 6� Pam` I� UNIT103 Ir UNIT103 °I� 4 r , 5'-0"i TYPICAL NOTES w RIDG �I RIDG J L,9 2 BEDROOM, --_ - 2 BEDROOM,2.5 BATH - CI DIMENSION TO FACE OF FOUNDATION,FACE `I z 'O Jp�' JP FL 1 TYP. OF FRAMING,UNLESS OTHERWISE NOTED w 2'-0 1,-6„ v 2-1 --- _ - 20 a 1'-6' I 2 0' - -> - - - It o - o o - KEY NOTES 1 ELECTRICAL&GAS METERS,PROVIDE A-3.1 L-yl A-3.1 UNIT 104 4 A-3.1 UNIT 104 T SEPARATION AS REQUIRED BY UTILITY • �'I C� 6:� _ o COMPANY,SEE SITE PLAN FOR LOCATION UNIT'A' _ UNIT'A' i i '-0" i i RIDG -1 5 I 2 BEDROOM, = - 2 BEDROOM,2.5 BATH I 2 SCREEN WALL,SEE DETAIL 1/A-3.1 r�278 2'-0" 32.56ATH o JP�' 13 ryp 3 CONDENSING UNIT,CONNECT TO EACH AIR HANDLER UNIT ACCORDINGLY -0" 5'-0" 4 EXTERIOR WALL LINE BELOW m 2 0 v 4 5 ARCHITECTURAL COMP.SHINGLES L 1-6" _ �, ---—- -0„ 17 16 6 ICE&WATER SHIELD AT ALL EAVES AND VALLEYS d r o i _ _ o rT _ � � 6-��4 � v I � � I � I (TYP.)EXTEND MEMBRANE UP ROOF 24"BEYOND L9l y�J N UNIT 105 UNIT 105 ---------- SIDE OF VALLE 9 LINE OF EXTERIOR WALL,INSTALL 18"UP EACH Cd M O l g,-0„ •N D m J� io 10 D UNIT'A' _= D .��. UNIT'A' 7 LINE OF ROOF ABOVE V 0 o " o A-3.1 w IDG w of A-3.1 2 BEDROOM, ;o A-3.1 2 BEDROOM,2.5 BATH Q 2 M L'9C !'c' 2.5 BATH 8 PRE-FINISHED METAL GUTTER,COORDINATE !� iL I LOCATIONS WITH OWNER rb-i ISHED METAL DOWNSPOUT TO SPLASH AlO OIO ER O 4 10 BLOCKNCOORDINATE METAL ROOFING os ICE&WATH TER O iG L _ _ _ _ _ _ _ - 18 5 0 'O7 CORRUGATEDPa ly O SHIELD � O 000 2-0" 5-0- 11 1-HR FIRE RATED EAVE,TYPICAL WITHIN 1-HR ­1 a L - UNIT 106 UNIT 106 RATED ROOF AREAS 3 y 9<< a 2'0" 5 0' i 12 SHINGLE RIDGE VENT ✓ � � ~ bA 3 I n F al 7 3'-0 UNIT'A' _ - - BEDROOM, - 2 BEDROOM 2.5 BATH 13 CORRUGATED METAL AWNING M � I N 8 2 U IRIDG O21 �0•1• J��� 6 13 2.S BATH 4 19 i 14 LINE OF WALL ABOVE ��0/ w -L. OIO 15 CONCRETE PORCH W VJ .N.i G mm `O IO ---- OoU - Q - i6 R.S.GLU-LAM POST(STAIN) - -217 LINE OF BEAM ABOVE - CJ 4 e O 18 FIRE RETARDANT ROOF SHEATHING,4'-O"EACH fi:12 0 --- • O - oil SIDE OF 1-HR WALL L-ql �ltJ 1-s" UNIT 107 UNIT 107 I 19 CONCRETE PATIO i••l M m In D7 - UNIT'A' I 5'-0" _ 7- y UNIT'A' 20 FRAMED COLUMN w/STUCCO FINISH RIDG -0 L RIDGE A-3.1 2 BEDROOM, --_ A-3.1 2 BEDROOM,2.5 BATH 91C� �N. �3 • 2.5 BATH _ 21 EXTENDED OVERHANG w/BRACKETS(STAIN), V O J - CENTER OVER WINDOW OPENING L 12 __ 2.0- —- - — - - 18 _—_—_ :12IF r - 6:12 uceram o e UNIT 108 --- a HH CDI L ;� IA. 1-0 ,�� �i� + ,���, �2 1 s 3 BEDR - UNIT 108 UNITS' 5 P 4 OOM,2.5 B 4ATH RIDGEy�1 1 L �TE 3 BEDROOM,2.5 BATH 2 j G - 14 L oft Io �o sT.-EO APPROVED PLANS 1 — — — — — ---------� viewed for Code Compliance sHEErDATA 3_ C2 6 I A"-o" T-0" 11' a'-0" 12'-0" s'-o" s'-o" PLANS MUST BE ON JOB SITE D� NBY: DG Y 2'- CHECKED BY: JG FOR ALL INSPECTIONS SCALE: DATE: 10/23/2018 PRO=#: 17036 SHEET NUMBER ROOF PLAN SECOND LEVEL FLOOR PLAN MAIN LEVEL FLOOR PLAN BUILDING TYPE 1 SCALE 1/8"=1'-0" SCALE 1/8"=1'-0" SCALE 1/8"=r-0° FLOOR PLANS A-1.1 BUILDING i L _L _L _L J Page 37 of 73 r A T B T C T D T E T F , REVISIONS DESCRIPTION DATE 1 RESPONSE kI 9/26/19 WNER F F 2 CHANGES 9/26/19 A-3.1 SIM. A-3.1 S,M. SYMBOL LEGEND 2'0" ,,,_0" 16'-0" 11'-0" T-0" 11'-0.. 4'-0" 12'-0" 5'-0" 6'-0" X ■ 1 ■ X-X.X BUILDING SECTION F O ___ _______ WNER SIM. o ■ L o 4 X w 6 @ I < X-X.X WALL SECTION TYP. 4 r_ p 0 1 ■ i d _ UNIT'B' O _ 010 15 X-X.X DETAIL IDENTIFICATION r I q 3 BEDROOM,2.5 BATH 91" z �� L P(0 y� UNIT 108 UNIT'B' s'-0" 6�2. J RIDGE A - -_- CENTERLINE DIMENSION RIDGE J' 3 BEDROOM,2.5 BATH 6 - 2 _ UNIT 108 F� O TYP. Z W o _.—-_T.-.______._ __ - 4 ---_ - - WALL LEGEND w o .3'-0" - M 6'-0" N 2'0" w EXTERIOR WOOD STUD WALL,SEE Q Do -�q 18 _____ O DESIGNATED DETAILS AND ENLARGED UNIT 1/I�1 � a U 13 II PLANS FOR FURTHER INFORMATION 11 W q3 , INTERIOR WOOD STUD WALL,SEE - 2 BEDROOM, q 'NIT'A' V-0" DESIGNATED DETAILS AND ENLARGED UNIT 2 BEDROOM,2.5 BATH W Q 21 _ 3'-0"1 q<< 2'-0" 7 I PLANS FOR FURTHER INFORMATION P1 io iv �O F-1 T O o "IRIDG 6 UNIT 107 UNIT 107 °° I FIRE RATED UNIT RN WALL SEE C" - O PA 4 4 - O O - Oi O 0 DETAIL 1&2/A 51 O a ---- V O E gY2 2 O^ .3'-0" 1 SCREEN WALL,SEE DETAIL 1/A-3.1 Q k' -+--L - 18 '12 -(iyJ� OI LEGEND IS FOR GENERAL INFORMATION ONLY,REFER 13 P-0" `-Q \��y���%%% I TO DESIGNATED DETAILS FOR FURTHER INFORMATION. [� - UNIT'A' - I F71 E 2 BEDROOM, -- I 4 E . F.", � EL UNIT 106 _ 7'-6" 5'-0° UNIT 1os --- TYPICAL NOTES JU2 � 1 6" DIMENSION TO FACE OF FOUNDATION,FACE-a o 20 OF FRAMING,UNLESS OTHERWISE NOTED z ____ `-0„ 2'-0- -2,OI o 2,A„ r IO ---- cc) 4'-0'7 2 - -� o a „ KEY NOTES UNIT'A' I 1_—__—_ _ _—__—__— _ 4 UNIT'A' i ii - 2 BEDROOM, g•0^ - 1 ELECTRICAL&GAS METERS,PROVIDE L 2.5 6ATH -- llh 2 BEDRLj OOM,2.5 6ATH q< 6:12 NP. If � SEPARATION AS REQUIRED BY UTILITY UNIT 105 COPYRIGHT UNIT 105 --- -- -- ---- 2 SCREEN WALLESEE EDETAIL PLAN FOR LOCATION ZO18 3 EACH AIR Ply CONDENSING UNIT,CONNECT TO - 4 4 - -" - 17 18 HANDLER UNIT ACCORDINGLY 1 £6.12 614 --- 4 4 EXTERIOR WALL LINE BELOW w r UNIT'A' _ i--� ----- 18 2BEDROOM, ___ -- 5 ARCHITECTURAL COMP.SHINGLES K 2'0 2.5 BATH ,,0" 6 ICE&WATER SHIELD AT ALL EAVES AND VALLEYS UNIT 104 __ 19 2 BEDROOM,2.5 BATH 5'-0' 4'A" (NP.)EXTEND MEMBRANE UP ROOF 24"BEYOND N 01 4 O o0 j D 10 D _ _ I LINE OF EXTERIOR WALL,INSTALL 18"UP EACH TYP. A-3.1 UNIT 104 i SIDE OF VALLEY D ro� IDGE' T,P • -- p 7 LINE OF ROOF ABOVE O .�.� O O L D ;I M - I A 3.1 -1 � q< i i q 8 PRE-FINISHED METAL GUTTER,COORDINATE !FL `�9 a O OU- O 0 :12 " O LOCATIONS WITH OWNER �-1 rb-I CD 9 CD PRE-FINISHED METAL DOWNSPOUT TO SPLASH BLOCK,COORDINATE LOCATIONS WITH OWNER iG 2 0" 18 13 10 SHIELD METAL ROOFING o/ICE&WATER O ly 0 COR li II o O ' o o UNIT'A' _= 2 DROOM,2. 5 0 11 1-HR FIRE RATED EAVE,TYPICAL WITHIN 1-HR j �,, •�' - -- -- - -- 2 BEDROOM, TYP, I 'O RATED ROOF AREAS 21 Lq 2.5 BATH 2 BE 5 BATH I ,-• 3 UNIT 103 NIT 103 I°+T_ ! " = 12 SHINGLE RIDGE VENT O I b0 3'-0" is RIDG<FL ! B 4 U I v w J TY OI 13 CORRUGATED METAL AWNING ie M y - O O O L - Ip O l0 14 LINE OF WALL ABOVE ��O// V Cw - .T-0„ Q O 1,-0" 1 0' 15 CONCRETE PORCH W .N.i O 4 O OIO O 16 R.S.GLU-LAM POST(STAIN) 0 L - ------ 18 13 :12 OIO 17 LINE OF BEAM ABOVE Op UNIT'A' I UNIT'A' I 18 FIRE RETARDANT ROOF SHEATHING,4'-O"EACH m 2 BEDROOM, 2 BEDROOM,2.5 BATH SIDE OF 1-HR WALL N 4 v � N M ° 4 ° ----------- -------- 0 = c� d p tp 2.5 BATH =_ M 19 CONCRETE PATIO >="I mT !< �P UNIT 102 UNIT 102 t` m'IRIDGE Ff- IDGE ---- 20 FRAMED COLUMN w/STUCCO FINISH ;`�� ,p�. * L'9(<�/- 1 6• 6_^ L 4'-0" 2-" 21 EXTENDED OVERHANG w/BRACKETS(STAIN), L 4 - CENTER OVER WINDOW OPENING 2'0" O _L W 18 _ N v UNIT'B' UNIT'B' - � ucEnseo 4 3 BEDROOM,2.5 BATH 4 3 BEDROOM,2.5 BATH i •plrecn 1 6" UNIT 101 O UNIT 101 0 0 15 RIDG 6 J RIDGE l0 - ;I.9.. 0 sk- — ______________� Y APPROVED PLANS 612 cw7 6.12 - ,,_6. 1 3 4 w 7 TYP. TYP. — Reviewed for Code Compliance s¢ErDATw C : DG 2,_0" Ill-O.. ._,PLANS MUST BE ON JOB SITE 11'-0" 16'-0" „'0" '-0Ill-O.. 4'-0" 12'-0" 5'_0^ y_p^ CHECKED BY: JG 40'-0" 3e'o° FOR ALL INSPECTIONS SCALE: DATE: 10/23/2018 PROJECT n: 17036 SHEET NUMBER ROOF PLAN SECOND LEVEL FLOOR PLAN MAIN LEVEL FLOOR PLAN BUILDING TYPE 2 SCALE 1/8"=T-0" SCALE 1/8"=1'4' SCALE 1/8"=1'-0" FLOOR PLANS A_1.2 BUILDING(S)G,J, K, L, M, N,O L _L _L _L J Page 38 of 73 r A T B T C T D T E T F , REVISIONS DESCRIPTION DATE RESPONSE#1 9/26/19 OWNER 2 9/2N19 CHANGES SYMBOLLEGEND X X-X.X BUILDING SECTION OWNER X 1 X-X.X WALL SECTION X X-X.X DETAIL IDENTIFICATION W --- CENTERLINE DIMENSION Th W WALL LEGEND M EXTERIOR WOOD STUD WALL,SEE O U 00 DESIGNATED DETAILS AND ENLARGED UNIT 2 0 16-0" 11'-0" T-0" 11'-0" 4'-0" 12'-0" 5'-0" 6'-0" PLANS FOR FURTHER INFORMATION INTERIOR WOOD STUD WALL,SEE T/1 ' A DESIGNATED DETAILS AND ENLARGED UNIT \/1 ^ Q'Q w 6 3 PLANS FOR FURTHER INFORMATION I—I o_ __________ o V] E— / I --� FIRE RATED UNIT PARTY WALL,SEE - J L s v 1 4 DETAIL 1&2/A-5.1 a7"ra-7 — — J — — — — — — — — - O OIO SCREEN WALL,SEE DETAIL 1/A-3.1 y Q y L"9C Yid OI O _ P O - 5'-0" C 6:12 6:12 4 tO� UNIT B 14 i `P LEGEND IS FOR GENERAL INFORMATION ONLY,REFER RIDGE Ff- RIDGE 'i 4 3 BEDROOM,2.5 BATH UNIT'B' TO DESIGNATED DETAILS FOR FURTHER INFORMATION. �I /1'j L9C �I o 3 BEDROOM,2.5 BATH - _ •.� F� 1'-6^ JIr py�� d/ _ CF` JIr 1`6" NIT 104 UNIT 104 I� TYPICAL NOTES e-12 Y,. 2 p-0. w- eLl - DIMENSION TO FACE OF FOUNDATION,FACE W U 0 OOF FRAMING,UNLESS OTHERWISE NOTED z f o 3.0„ 6'-0" 2'-0, 20 e 12 UNIT'A' - 21 L 0J 13 2BEDROOM, --- --- - 3'-0 9C! �• 121 BATH # E 4 B 12 RIDGE - - -- - _ UNIT'A' O KEY NOTES �RIDG,.t�- J E E T 2 BEDROOM,2.5 BATH 5 0 A-3.1 UNIT 103 A-3.1 1 ELECTRICAL&GAS METERS,PROVIDE JP" 9CC r-s^ r-o° UNIT 103 SEPARATION AS REQUIRED BY UTILITY rn i o � - ----- -----�-, " ;i,� COMPANY,SEE SITE PLAN FOR LOCATION COPYRIGHT 2 SCREEN WALL,SEE DETAIL 1/A-3.1 a Q N _ - d - O _- 1_1.�� - 3 CONDENSING UNIT,CONNECT TO EACH AIR 201$ 2 0" "' o .3'0" O O I` O 4 HANDLER UNIT ACCORDINGLY r a j r OIC L EXTERIOR WALL LINE BELOW r 21 B), N 5 ARCHITECTURAL COMP SHINGLES 3,-0„I - 2'-0" 8 _ 2 BEDROOM, li UNIT'A' 6 ICE&WATER SHIELD AT ALL EAVES AND VALLEYS TYP. 25 BATH 2 BEDROOM,2"BATH 5'-0" i (TYP.)EXTEND MEMBRANE UP ROOF 24"BEYOND9 3 LINE OF EXTERIOR WALL,INSTALL 18"UP EACH 1` 00 UNIT 102 SIDE OF VALLEY M O — TYP. UNIT 102 -- TYP. --- U °O r 2- - 2'-0" 6'-0. 7 LINE OF ROOF ABOVE O w' �12 - 8 PRE-FINISHED METAL GUTTER,COORDINATE t•/] ctl 0 2'0— _ — _ — — — — — _ -- -- - 18 -- - 7� LOCATIONS WITH OWNER V] 3 12 0 9 PRE-FINISHED METAL DOWNSPOUT TO SPLASH •� ai� o o 2 BLOCK,COORDINATE LOCATIONS WITH OWNER .O L 1'-6" TYP. 10 CORRUGATED METAL ROOFING o/ICE&WATER Oa w O 1,-g„ 9CCFL 6:12 w P -1 oT - UNIT B' S 0" SHIELD � ^ 00 m 3 BEDROOM,2.5 BATH 11 1-HR FIRE RATED EAVE,TYPICAL WITHIN 1-HR h+"1 I tO�RIDGE C7 6:12 J - m O �J RIDGE 4 UNIT 101 j RATED ROOF AREAS 1.) p J' UNIT'B' 4 ,P.,�' L� 3 BEDROOM,2.5 BATH O 12 SHINGLE RIDGE VENT ✓ N yj to A d//Yv5 J' rah A-3.1 L 4 CFL ol• N Q� A 3.1 _ A ' CiO 15 13 CORRUGATED METAL AWNING V M y UNIT 101 A-3.1 L� �• �- i _ ------ 14 LINE OF WALL ABOVE �O/ N 00 o - 15 CONCRETE PORCH w z ------------ 16 R.S.GLU-LAM POST(STAIN) in o e v 16 4 17 LINE OF BEAM ABOVE (� 2,_0• 17 iv 7 � 18 FIRE RETARDANT ROOF SHEATHING,4'-0"EACH 2'-0" i6'-0" 11'-0" 4'-0" 12'-0" 6'-0" SIDE OF 1-HR WALL 11'-0" 11'-0" 7'-0" 19 CONCRETE PATIO 40'-0" 20 FRAMED COLUMN w/STUCCO FINISH N O 21 EXTENDED OVERHANG w/BRACKETS(STAIN), CENTER OVER WINDOW OPENING I ROOF PLAN SECOND LEVEL FLOOR PLAN MAIN LEVEL FLOOR PLAN SCALE 1l8"=1'-0" SCALE 1/8"=1'-0" SCALE 1/8"=1'-01, ( Aaairwrs N w :A .I GONCGONC, CITY APPROVED PLANS Reviewed for Code Compliance SHEET DATA PLANS MUST BE ON JOB SITE DRAWND DG CHECKED B Dr: JG FOR ALL INSPECTIONS SCALE: DATE: 10/23/2 18 PROXCT A 17036 BUILDING TYPE 3 SHeeT NtmmeR FLOOR PLANS A-1.3 BUILDING(S)A, B,C, D, F L J Page 39 of 73 A T 0 T C T p T E T F REVISIONS DESCRIPTION DATE 1 RESPONSE HI 9/26/19 WNER 9/26/19 2 CHANGES SYMBOLLEGEND X X-X.X BUILDING SECTION OWNER X I X-X.X WALL SECTION X X-X.X DETAIL IDENTIFICATION 40'-0" 46'-0' -0" 30'-6" 6'-6" T-0" IT-0" 21'-0" 3'-0" 2,-6. --- CENTERLINE DIMENSION r a F A-3.1 A-3.1 A-3.1 WALL LEGEND m O EXTERIOR STUD WALL,SEE —■— — — — — — Ir------------ ---f -- ----, 0 DESIGNATED ODETAILS AND ENLARGED UNIT O U PLANS FOR FURTHER I 6:12 6:12 I� INTERIOR WOOD STUD WALL,SEE ON 6� -LiQ R w 4 ■ w ■ L_J� DESIGNATED DETAILS AND ENLARGED UNIT v` W �Q Q 2'-0" c7 c c1 "ice-`- PLANS FOR FURTHER INFORMATION 2'1" I � 'i � I FIRE RATED UNIT PARK WALL,SEE a � ■ �( � ^ I Imo_____ t_____ DETAILI& ,z 32/A-5.1 � O w TVP _i ■ _ _ _ _ _ - ■ ■ li ii - li SCREEN WALL,SEE DETAIL 1/A-3.1 r^ Q 0 q r _ _ A - q _____ _ _ LEGEND IS FOR GENERAL INFORMATION ONLY,REFER �� �-1 J 8 TO DESIGNATED DETAILS FOR FURTHER INFORMATION. 1""1 A-3.1 '9( ■ ��' 1 TYP. A-3.1 A-3.1 1 -- '-p'i - V) F I I I I I �• N • - `° RIDGE !FL I 4� RIDGE `--li __ __ _____ - UNIT'D' I WW �. ■ �< TYP. w 3 BEDROOM,2 BATH ■ , 1 36EDROOM,26ATH ,P � F� 1'-6° TYPICAL NOTES L■ UNIT 104 UNIT 104 L h l DIMENSION TO FACE OF FOUNDATION,FACE Z OF FRAMING,UNLESS OTHERWISE NOTED _ IFv CD 0 18 3_p' o - _�i ❑ 11 - v _ v 4 5_p• - II I +i - --- ----_ � KEY NOTES 5 2 BEDROOM, _ 19 UNIT'A' 1 1 ELECTRICAL&GAS METERS,PROVIDE 21 r"T— 9. i'o'IRIDG �- y ■ 2.5 BATH SEPARATION AS REQUIRED BY UTILITY ��, 2 BEDROOM,2.5 BATH I COMPANY,SEE SITE PLAN FOR LOCATION 1 2 SCREEN WALL,SEE DETAIL 1/A-3.1 2018 m � JPy I I 4 UNIT 103 UNIT 103 O'7 4 COPYRIGHT■ v o c ---- O O - ■010 O 1-0 3 HANDLER UNIT ACCORDINGLY TO EACH AIR N O � 0 4 EXTERIOR WALL LINE BELOW v v -{ • v - ■ Q 5 ARCHITECTURAL COMP.SHINGLES ------- j :12 \1 6 ICE&WATER SHIELD AT ALL EAVES AND VALLEYS _L I ��' - 13 UNIT'A' •.�-' I (TYP.)EXTEND MEMBRANE UP ROOF 24"BEYOND N 01 r�T ■ QY UNIT'A' U ■ "i O E i'o'I RIDG 1V J f°� E 2 BEDROOM, LINE OF EXTERIOR WALL,INSTALL 18"UP EACH O IDGE 1 4 2 BEDROOM.2.5 BATH 2.5 BATH -- - SIDE OF VALLEY �- 9! UNIT102 UNIT102 I 7 LINE OF ROOF ABOVE U o _ -- 8 PRE FINISHED METAL GUTTER,COORDINATE O cx"C M 6'-0" L 4'-0. LOCATIONS WITH OWNER V1 rb-i w q 9 PRE-FINISHED METAL DOWNSPOUT TO SPLASH � •� �� BLOCK,COORDINATE LOCATIONS WITH OWNER 10 CORRUGATED METAL ROOFING o/ICE&WATER O 1 - :12 O 0 III iliilil --- SHIELD O 2 N r- A� � - 11 1-HR FIRE RATED EAVE,TYPICAL WITHIN 1-HR I""I G L RATED ROOF AREA N h I 00 S /RIDGE II3 `O RIDGE L w J 12 SHINGLE RIDGE VENTO UNIT'B' 5'-0" m'I. �,� I L-yC �`+ 3 BEDROOM,2.5 BATH O 14 UNIT 101 - 13 CORRUGATED METAL AWNING V M y 4 ■ !`�� UNIT 101 ■�I 14 LINE OF WALL ABOVE �O/ U N o0 ZH 15 CONCRETE PORCH W G —_T'�'—'— ■ ry -� � 6 2 - -J 1 �--I �O 17 LINE OF BEAM ABOVE (� 18 FIRE RETARDANT ROOF SHEATHING,4'-0"EACH 3 SIDE OF 1-HR WALL ��y1 F F F 19 CONCRETE PATIO A-3.1 A-3.1 A-3.1 20 FRAMED COLUMN W STUCCO FINISH N O T-0" 11'-0" 4'-0" 12'-0" 5'-0" 6'-0" 21 EXTENDED OVERHANG w/BRACKETS(STAIN), CENTER OVER WINDOW OPENING I ROOF PLAN SECOND LEVEL FLOOR PLAN MAIN LEVEL FLOOR PLAN SCALE 1/8"=1'-0.. SCALE 1/8"=1'-0.. SCALE 1/8"=T-0" AKHH CM AR ;A - GUNC CITY APPROVED PLANS �.Eo 4 Reviewed for Code Compliance S¢Er DATw PLANS MUST BE ON JOB SITE CR CW Y: nG CHECKED BY: JG FOR ALL INSPECTIONS SCALE: DATE: 10/23/2018 PROTECT#: 17036 BUILDING TYPE 4 SHEET NUMBER FLOOR PLANS A-1.4 BUILDING(S) E L _L _L _L J Page 40 of 73 A T E T C T U E T E 3e•-o', as'-o° REVISIONS 30'-6" 4'-6" T-0" 13.0" 21'-0" 3.0" DESCRIPTION DATE 2.0.. RESPONSE#I 926/" ORANGE 926/19 2 CHANGES � 4 7 i-Ja SYMBOL LEGEND o 2 0" BUILDING SECTION 6:12 6:12 - 3 r 6:12 612 v owNER WALL SECTION I I I A r " "T 10 A-3.1 .q!!�` ,ey� �I o A-3.1 UNIT 101 Q A�1 • + • Jl�i iL---_ r--, _ 1� X-X.X DETAIL IDENTIFICATION UNIT 101 W I o I RIDGE ® -- vvv \\\lllrrr 10 " 19 UNIT'D' --- CENTERLINE DIMENSION �. < I 3 BEDROOM,2 BATH , bbb • 3 BEDROOM,2 BATH I 3'-0" 2 " 8 -6" 2'1" WALL LEGEND TYP EXTERIOR WOOD STUD WALL,SEE O 00 e e o ° o -� 11 2'-0" 2'{I^ - DESIGNATED DETAILS AND ENLARGED UNIT n , a U O -.� PLANS FOR FURTHER INFORMATION ^ W q3 x e I -..- B _ + B UNIT 102 B INTERIOR WOOD STUD WALL SEE r^ A == UNIT 102 5'0" _ DESIGNATED DETAILS AND ENLARGED UNIT v` W Q'Q UNIT'A' PLANS FOR FURTHER,AND 2BEDROOM, UNIT'A' Q O6 12 2.5 BATH 2 BEDROOM,2.5 BATH a �i V] 21 13 1'-0 4 1 FIRE RATED UNIT PARTY WALL,SEE Z a � • m o N v �,.,, _ 010 DETAIL I&2/A-5.1 Q Q °'O Q H 1 w 3'-0". cm=== SCREEN WALL,SEE DETAIL 1/A-3.1 y Q yy C, -�9 - Q Q 14 10 ` Q LEGEND IS FOR GENERAL INFORMATION ONLY,REFER p1 o TO DESIGNATED DETAILS FOR FURTHER INFORMATION. L - ---�- - 6 UNIT103 r UNIT103 Q w !!�L '�-'7(!�` fey 4 UNIT'A' \ 5-0 <0 4 ay UNIT'A' "RIDG• RIDG -1 L,q ID E" - 2 BEDROOM,L _- - TYP. 2 BEDROOM,2.5 BATH Q -�P�O TYPICAL NOTES DIMENSION To 2 1 - L�' 6-j 2-4- 0 1 6 2,0 __ - i 4-° 20 _ OF FRAMING, NLESS OTHERWISE CE OF ° I NOTED CE -6C =- _ --_ 18 - - _-L f C ° --_ e v 1'-6" 2'0" - _-_ -- ----- O O �L.yl - - — UNIT 104 0 O O - A31 -� -- UNIT 104' °o # KEYNOTES l !FL 6:., 1 UNIT'A' 1 ELECTRICAL&GAS METERS,PROVIDE UNIT W O1 RIDG -1 1 J� 2 BEDROOM, - - TYP 2 BEDROOM,2.5 BATH 1-0^ SEPARATION AS REQUIRED BY UTILITY 4py-JP�y' 12 \b 2-0- 13 2.5 BATH 3 COMPANY,SEE SITE PLAN FOR LOCATION J -- --- ____ 2 SCREEN WALL,SEE DETAIL 1/A-3.1 2018 T COPYRIGH 3'-0.1 5'-0 3 CONDENSING UNIT,CONNECT TO EACH AIR HANDLER UNIT ACCORDINGLY - �� ----- 18 - - - -0 6'-0" 3'-0" 1-O _ 17 16 4 EXTERIOR WALL LINE BELOW r 124 5 ARCHITECTURAL COMP.SHINGLES L UNIT 105 UNIT 105 --- 6 ICE&WATER SHIELD ATALL EAVES AND VALLEYS '9! 9•-0 (TYP.)EXTEND MEMBRANE UP ROOF 24"BEYOND N 01 UNIT'A' __ _ D . UNIT'A' III LINE OF EXTERIOR WALL,INSTALL 18"UP EACH 10 - IDG a 2 BEDROOM,A-3.1 - - A-3.1 2 BEDROOM,2.5 BATH 1 SIDE OF VALLEY M O 2.5 BATH • 1J 7 LINE OF ROOF ABOVE00 V O 8 PRE FINISHED METAL GUTTER,COORDINATE O hn . 1 0 1 0 �..I a -81 o L6. 2,N0, ---_--- O O 4'a - r 01 9 PRE-FINISHED METAL DOWNSPOUT TO SPLASH LOCATIONS WITH OWNER V] i^y I-I QI •.r ai e III _ 5-0" = LO BLOCK,COORDINATE LOCATIONS WITH OWNER .O 2 2°0• _ - (wJ 10 4 ,may cC I_ 5-0- 2-4- CORRUGATED METAL ROOFING o/ICE&WATER '"'C) �'I Oa w C'L UNIT 106 UNIT 106 -- SHIELD o ?0 TYP. UNIT'A' __ UNIT'I 5 0" " RATED ROOFA EASVE,TYPICAL WITHIN 1-HR Qi y r DO m 3'-0" 3'-0" _ 1 - 2 BEDROOM,2.5 BATH 3 3I RIDG 8 2 BEDROOM, 12 SHINGLE RIDGE VENT Mc " 61�2 2.5 BATH 21 J� 13 4 13 CORRUGATED METAL AWNING O O °�^ ui•Q 14 LINE OF WALL ABOVE �O/ V N 00 _-2 Q-- 18 C� `-4 15 CONCRETE PORCH 20" V - - - - - ----- -- 1-0. ---- - 16 R.S.GLU-LAM POST(STAIN) 0 '^'I , 0 i° O 17 LINE OF BEAM ABOVE () p UNIT 107 UNIT 107 1 18 FIRE RETARDANT ROOF SHEATHING,4'-O"EACH1�9 y P"111 = 00 UNIT'A' 4 UNI 'A F. - SIDE OF 1-HR WALL4 0 19 CONCRETE PATIORIDGE A-3.1 2 BEDROOM, _= A-3.1 2 BEDROOM,2.5 BATH (\m r m 13 2.5 BATH a 20 COLUMN w/STUCCO FINISH ,� N O —— - 3 ii --- --_ ---- 211 EXTEND D OVERHANG w/BRACKETS(STAIN), 11: (.7 2'-0" 9 - 6'-0" - g,-0. CENTER OVER WINDOW OPENING rYP. 1, 18 _—_—_ I9 1'-6" A \ UNIT 108 °' UNIT 108 " r_� - u H TECT r`_ aa^gleficors I UNIT'D' o I RIDG /y b J-' J� 0 - 0 3 BEDROOM,2 BATH --- - 3 BEDROOM,2 BATH (/ RIDGE - ' •_ III 4 � I I • IIII 10 'L_ IIIII ZZ C 1 I PROVED PLANS 4 w " 6:12 w 6:12 3 6:� 4 j 4 yr_I vie ed for Code Compliance s�ETDATA r-II P e N MUST BE ON JOB SITE DRAW BY: DIG'2,-0" Ii 5 I � II II CHECKED GY: JG 4 4 O JiL �------------- - ---_1 L OR ALL INSPECTIONS DATES 1on3/2o1s `.Q 3'-0" 2'_0" PRorecr x: 17036 30'-6" 4,-6• 4'°.. 3'0" 13'0" 21'-0" 3 0" 2.-0., SHeeT NtmmeR 41'-0' BUILDING TYPE 5 ROOF PLAN SECOND LEVEL FLOOR PLAN MAIN LEVEL FLOOR PLAN FLOOR PLANS A-1.5 L SCALE 1/8"=1'-0" SCALE 1/8�1'-0" SCALE 1/8"=T-0.1 BUILDING P J Page 41 of 73 r A T B T C T D T E T F 1 REVISIONS SYMBOL LEGEND DEISM—°N DATL A A-2.1 8 X BUILDING SECTION X-X.X 11 13 1 - 1 WALL SECTION oo X-X.X _ OWNER - � 6 X 1 12 IT 11 11 IT 11 - - - _ DETAIL IDENTIFICATION T O B KEY NOTE 5 A-3.3 2 T.P. A-6.1 I _ F.F. _ - --- -- .F r� a r ti r r r 18 ti 4 r ti TYPICAL NOTES v Z Q _________i____i_______________________ ________ IMENSION TO FACE OF FOUNDAT ON FAC OF FRAMING,UNLESS OTHERWISE NOTED E �"� O SIDE ELEVATION 10 r = A-s.i SCALE 4 14 I - I 0 KEY NOTES 6LLL11 i - A-6'1 - 1 ARCHITECTURAL SHINGLE ROOFING W Q F.F. A-6.1 _ 7 A-6.1 F.F. 2 TAPERED STONE VENEER COLUMN w/PRECAST CONCRETE CAP a a T 3 GABLE VENT Q ra g 2 10 17 A 2 1 8 4 BOARD AND BATTEN SIDING O F-1 Q W FJ I rJ I 5 LINE OF FOOTING BELOW GRADE L------------- I--- --- ------- ----2-----_-----__-1-------J 12 7 ` RIDGE 6 SHINGLE SIDING ■ -- - Q SIM. --- 1 7 STONE VENEER CHIMNEY I--I A-2.1 FRONT ELEVATION _ 12 ■ -'= 8 CHIMNEY ENHANCER rS2 2 __- 9 5/4"x12"PRIME TRIM BELLY BAND Ir■"�31 0 SCALE 1/4"=1'-0" w SIM. T = A- .O.B. 2.1 - 10 UNIT MAILBOXES,SEE SHEET A-0.2 C„) 2 0 -. T'P'.-.- - 7P 11 DECORATIVE TIMBER PURLINS(STAIN) Z ARCHITECTURAL COMPOSITE SHINGLES o/ROOFING FELT o/ICE&WATER SHIELD - -- 12 TIMBER TRUSS(STAIN) @ EAVES and VALLEYS,SEE ROOF PLAN 13 CORRUGATED METAL ROOFING ?m _ ROOF JOIST @ 24"O.C.,SEE STRUCTURAL ARCHITECTURAL COMPOSITE SHINGLES o/ROOFING FELT o/ICE&WATER SHIELD a' 0 4 _ 14 6z6 TIMBER BRACKET(STAIN) @ EAVES and VALLEYS,SEE ROOF PLAN �� of w •�`. 15 STUCCO SIDING w/CONTROL JOINTS AS REQ. JOIST BLOCKING,SEE STRUCTURAL \ / _ - m PRE-ENGINEERED TRUSSES @24"O.C.,PROVIDE F.F. �" ;— - _ F.F. ROOF SHEATHING,SEE STRUCTURAL ADDITIONAL TRUSSES or ALTERNATE SPACING 12 - - - - 16 5/4"x12"PRIME TRIM ACCENT BAND FOR AREAS SUPPORTING OTHER ELEMENTS i i 4 17 VINYL WINDOW w/STUCCO SILL TRUSS BLOCKING,SEE STRUCTURAL 6 C___________________________'i f r ti 1---i-i------� 18 VINYL WINDOW w/CEMENT BOARD TRIM&SILL TOP of BEAM 1/2"R.S.SOLID SOFFIT ROOF SHEATHING,SEE STRUCTURAL VENTING COPYRIGHT PANEL(STAIN)or EQUAL REAR ELEVATION HEEL HEIGHT Buildings shall have approved CONTINUOUS METAL DRIP EDGE SCALE 118"=1'-0" address numbers,or approved R.S.GLU-LAM BEAM a TOP PLATE building Identification placedCA (STAIN),SEE All buildings shall have a STRUCTURAL BLOWN-IN CELLULOSE ATTIC permanently posted address, Cd INSULATION(R-38) 'ry W O 2z8 SUB-FASCIA BOARD which shall be placed at each U PRE-FINISHED GUTTER,ANCHOR _U F INSULATION BAFFLE,PROVIDE driveway entrance and be visible INTO SOLID BLOCKING k w MINIMUM 2"VENTING SPACE 3 Obp M iz4 and 1x8 PRIME TRIM <> RIDGE from both directions of travel �y BUILT-UP FASCIA(PAINT) ix8 PRIME TRIM FASCIA(PAINT) UN-FACED BATT INSULATION(R-21), =___-_' p.l PRECAST or POUR N PLACE VAPOR BARRIER WARM SIDE CONCRETE COLUMN CAP, 2x6 SUB-FASCIA BOARD 11 along the road.Buildings shall Qi -PRE-FINISHED HORINTO SOLID SLOPE TOP TO PROVIDE PROVIDE SOLID RIGID INSULATION@ = have approved address numbers, p'� o ANCHOR INTO SOLID 1'-6"TOP POSITIVE DRAINAGE 1/2"R.S.SOLID SOFFIT PANEL(STAIN) DOOR d WINDOW HEADERS �' U BLOCKING or EQUAL an w _ 6 orapproved building Identification OUTUT EXTEND WEATHER BARRIER = -- -- FRAAMIMI ONG 8'06"SOFFIT VENT,SEE PLANS FOR - _ i OVER CAP FRAMING 2 Z T.P. - �-C - TP placed in a position that is plainly y p..l '� •o SPACING - - - - - A-s., 2 legible,visible from the street or r3 .�' 3 SEE WALL SECTIONS ON (2)COAT STUCCO SYSTEM ,, _� frontage road fronting the '�' Fr v�o SHEET A-2.1 FOR THE Z w/SELF-FURRING METAL LATH m - 6 '� property and of a contrasting U_ REMAINING TYPICAL NOTES WEATHER RESISTIVE BARRIER:(2) _ p 4 oo LAYERS OF GRADED'BUILDING WRAP = w 4 16 V (••Ll vo N O > 2 s A-3.3 color(IFC 505.1). o w w or TYVEK'STUCCOWRAP STRUCTURAL COLUMN(STAIN),SEE w F.F._ _ 14 17 --- F.F Address size is based on STRUCTURAL w I ,o 5 I distance from the street:up to 50 U a TAPERED 2x8's WOOD STUDS @ 12"O.C.. r- ft.is 4 in.,51 to 100 ft.is 6 in., �s.,1 N O WINDOW,SEE WINDOW SCHEDULE ---' --------------------- ---- --------- WALL SHEATHING,SEE STRUCTURAL 101 to 150 ft.is 8 in., 151 to 200 () 41 91 o SIDE ELEVATION ft.is 10 in.and greater is 12 in. M WEATHER RESISTIVE BARRIER:(2) LAYERS OF GRADED'BUILDING WRAP SCALE 1/8"=1'-0" or TYVEK'STUCCOWRAP 2x6 WOOD STUDS @ 24"O.C.(U.N.O.), The Twin Falls Fire Marshal or �J SEE STRUCTURAL his representative shall approve L SELF-FURRING METAL LATH,PER o r CULTURED STONE MANUFACTURER 7 1/2"GYPSUM BOARD /VAPOR RETARDER building number location prior to A-6.1 installation. PRESSURE TREATED 2x SILL PLATE SCRATCH COAT w/SILL SEALER STUCCO WINDOW SILL ucerseo MORTAR SETTING BED THERMAL BREAK(R-5)BETWEEN SLAB uacNrcecrs WALL SHEATHING AND TOP OF STEM WALL ,SEE STRUCTURAL CULTURED STONE VENEER A-2.1 T-0"BASE 3 CONCRETE SLAB,SEE STRUCTURAL FRAMING A-3.1 REINFORCED VAPOR RETARDER,LAP 12 I� SIM. GALVANIZED E GAUGE CONTINUOUS q_21 6 ,.:.: G.KE FLASHINGIWEEP SCREED AND SFICATIEAL JOINTSACCORDINGEXTEND OVER I LS rc or ioA SPECIFICATIONS,EXTEND OVER TOP OF TOP of PIER and STEM WALL �% FINISH FLOOR o FINISH FLOOR I ' ' T.P. I LCUTY APPROVED PLANS 2 ° 2 FINISH GRADE 4 Reviewed for Code Compliance s m rDATA Z a° ° . Z FINISH GRADE,SLOPE AWAY FROM 4"COMPACTED GRAVEL BASE o/ a 3 a° STRUCTURE,SEE CIVIL OFFICE LOBBY PATIO o DRnwN BY: DG REINFORCED CONCRETE PATIO a °a_ STRUCTURAL FILL OR UNDISTURBED - A-3.1 N o/COMPACTED BASE,SEE CIVIL - 4 GALVANIZED 26 GAUGE CON7IN000S NATIVE SOIL,SEESTRUCTURAL LANS MUST BE ON JOB SITE CLLCKEDBY: JG ° _ 1/2"EXPANSION JOINT FLASHING/WEEP SCREED F.F SCALE: WCOMPRESSIBLE FILLER 2"RIGID FOUNDATION INSULATION(R-10), F.F. STEP FOUNDATION AS REQUIRED FOR ALL INSPECTIONS f : CONCRETE FOUNDATION SYSTEM,SEE CONCRETE FOUNDATION SYSTEM,SEE DATE 10/23/2618' ' STRUCTURAL STRUCTURAL ,� r� ,_ _� PROTECT n: 17036 FOOTINGS TO BEAR ON COMPACT STRUCTURAL FILL OR UNDISTURBED CLUBHOUSE ELEVATIONS SHEET MIMBER NATIVE SOIL 2 WALL SECTION WALL SECTION A BUILDING SECTION AND BUILDING SECTIONS A-2.1 SCALE 3/4"=1'-01, SCALE 314"=1'-0" SCALE 1/8"=1'-0" L _L _L _L J Page 42 of 73 A T B T C T D T E T F , REVISIONS e A Buildings shall have approved address F SYMBOL LEGEND DESCR,ETIDN DATE A-3.1 A-3.1 A-31 A-3.1 A-3.1 numbers,or approved building 20'-0 1s'-o" 1s'-o" ,s'-o" 1s'-o" 16'-a' 1s'-o" 30'-0^ Identification placed � BUILDINGSECTION UNITS' UNIT'A' UNIT'A' UNIT'A' UNIT'N UNITW UNIT'A' UNIT'C or'D' All buildings shall have a permanently X-X.X 3 BEDRROM,2.5 BATH I 2 BEDROOM,2.5 BATH i 2 BEDROOM,2.5 BATH i 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH i 2 BEDROOM,2.5 BATH i 2 BEDROOM,2.5 BATH I (SEE SITE PLAN) posted address,which shall be laced at ________ 3BEDROOM,2BATH P P 20 I I I 15 each driveway entrance and be visible x WALL SECTION ' from both directions of travel along the x-x.x OWNER road.Buildings shall have approved 12 i address numbers,or approved building @DETAIL IDENTIFICATION 3 Identification placed in a position that is I r z1 1 = T.P. ■ 6 plainly legible,visible from the street or O KEY NOTE SD - -.- - ±4•, 1 2 frontage road fronting the property and of 5 a contrasting color(IFC 505.1). --- CENTERLINE DIMENSION z Address size is based on distance from a F F A v _- 1 the street:up to 50 ft.is 4 in.,51 to 100 _T.P. ft.is 6 in., 101 to 150 ft.is 8 in., 151 to KEY NOTES �j Z N 6 7 4 C 1 200 ft.is 10 in.and greater is 12 in 1 ARCHITECTURAL COMP SHINGLE ROOFING %q 1t A33 \ �■ A A 1 A ■ \ = o W M 2 CORRUGATED METAL ROOFING o/ICE AND The Twin Falls Fire Marshal or his WATER SHEILD p U 00 ❑ ' ❑ ❑ 1 ❑ F.F. ` _ F.F.' � I PRIME FASCIA re resentative shall approve building 4 FIRE RATED SOFFIT T T PARTY WALL OVERHANGS, S, SEE DETAIL 1/A-5.1_______ - _____ _ _ ------- -I TLC_ 2 _ *_________ ft number location prior o installation 2 W ¢ 8 9 , ��SEE ENLARGED ELEVATION 7 5 HORIZONTAL HARDBOARD SIDING Q Q Q ON SHEET A-2.2 6 BOARD AND BATTEN HARDBOARD SIDING a a 7 STUCCO SIDING FRONT ELEVATION O ¢ O a 8 STUCCO CONTROL JOINT SCALE 1/8.1=1'-O" 9 R.S.GLULAM POST&BEAM(STAIN) Q 10 HARDBOARD SHINGLE SIDING //I�� n Q'r 11 SCREEN WALL @ 6'-0"A.F.F. W H 12 CORRUGATED METAL PATIO COVER w/TIMBER [7] F KICKERS(STAIN) A-3.1 F 13 CONCRETE PATIO Q 15 SIM. A-3.1 U 14 GABLE END VENT ���II) w 14 ■ SIM. 15 SHINGLE RIDGE VENT Z+ 6 12 18 12 14 i6 5/4"A2 PRIME TRIM ACCENT BAND � 6 6� 17 A/C UNIT BEYOND 6 18 DORMER ROOF VENT 19 19 DECORATIVE 6x6 WOOD CORBELS(STAIN) 1 r r - 20 DECORATIVE 6x6 WOOD KICKERS(STAIN) A-6.1 -.-.-- T.P. L S2 .T-P._ 6 21 VINYL WINDOW ■ w w I = = 22 LINE OF FOUNDATION COPYRIGHT 2'-0" 1'-6" 8 '. 16 10 23 A/C UNIT ON CONCRETE PAD 201$ 16 b^" `O 12 24 GRADE,SLOPE AWAY FROM BUILDING m m 12 F.F. F F. 25 DECORATIVE 6x6 WOOD BEAMS @ 24"O.C.(STAIN) 11 .—.— —.—T.P. — TP..— 3 11 A-6.1 26 STRUCTURAL WOOD KICKER(STAIN) 17 j m 9 4 17 27 5/4"x12 PRIME TRIM BELLYBAND N O� g m 19 + O 00 13 24 M O 231 m @U � � —F.F. F.F.— Q JO-1 00 I I ■ I I I I I bp 48 SIDE 1 ELEVATION SIDE ELEVATION SHINGLE RIDGE VENT SCALE 1/8"=1'_0" SCALE 1/8"=1'-0" ARCHITECTURAL rl ^ 00 y COMP.SHINGLE 0 ROOFING 'J .O+ 3x8 FAUX WOOD 14gSa�ll 12 HEADER(STAIN) U '� P M U 6 C) U N 00 A �16- J16'4' TP. A 6 2 - WOOD CORBELL(STANE 0 O>30'-0" " i6'-0" i6'-0" i6'-0" i6'-0" 20'_0" 2 0 I HEAD @6'-8"A.F.F. (WINDOW IYPE'F'ONLY) UNIT'C or'D' UNIT'A' UNIT'A' UNIT UNIT'A' UNIT'A' UNIT'I DNIT'6' m (SEE SITE PLAN) I 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH 3 BEDRROM,2.5 BATH 15 r N U 3 BEDROOM,i BATH 12 = A-6-6.1 I STUCCO SIDING --� ■ ■ ® /®\� _ VINYL WINDOW 12 3 - - 21 F.F. 2 A-6.1 STUCCO SILL 4 19 i TOR A 6.1 '—CORRUGATED METAL w - ROOFING MENSM 1 ±4 x 1-6„ 7 ANOH1: _ -- - -" 6 � 3 DECORATIVE KICKERS Axr I a o \-6.1 (STAIN) 25 m m R.S.GLULAM POST T.P. STAIN F.F. - � � (STAIN) a cunc[I T.P. iv m d 3 F.F. CITY L S F.F. O F.F. -LINE OF FOUNDATION 4 — — _ — _ — — evi � r ------ ----- SHE- ------------------- DATA t--- 7`--== -------------- -- -- --------- ---------- --_---------- - --- ----- -----_ --------- -Y-- ------------ -- --- ---- -- - -----------r- pH-R� �-�■H.■¢.�Codl®"CorhA h��InTy.� I 26 13 12 16 17 11 7 8 22 rLh'-� IYIVJI�E J�Jp,t CHEC BY: D. CxecxED BY: JG r ., ALL INSPECTIONS SCALE: REAR ELEVATION ELE\ ATI -`RI DETAIL DATE: 10/23/2018 SCALE 1/8"=1'-0" SCALE - 1/4"=1'-0" ?ROBE T4: 17036 SHEETHUMBER BUILDING TYPE 1 ELEVATIONS A-2.2 L J_ J_ J_ J_ J_ J Page 43 of 73 r A T B T C T D T E T F , REVISIONS DESCRIPTION °A E Buildings shall have approved address numbers,or approved A-3.1 A-3.1 SYMBOL LEGEND building Identification placed 20'-0" 16'-0" 16'-0" 1s'-o" 16'-0' 16'-0" 20'-0" All buildings shall have a permanently UNIT"' UNIT'A' UNIT'A' UNIT'A' UNIT UNIT'A' UNITW UNIT'B' BUILDING SECTION posted address,which shall be 20 3 BEDRROM,2.5 BATH i 2 BEDROOM,2.5 BATH i 2 BEDROOM,2.5 BATH i 2 BEDROOM,2.5 BATH i 2 BEDROOM,2.5 BATH i 2 BEDROOM,,2.5 BATH i 2 BEDROOM,2.5 BATH i 3 BEDRROM,2.5 BATH placed at each driveway entrance and � °V NER �\\ be visible from both directions of ' ' L(—p WALL SECTION travel along the road.Buildings shall 1 have approved address numbers,or approved building Identification r _ ' I X-X.X DETAIL IDENTIFICATION placed in a position that is plainly 0 T.P. legible,visible from the street or z 34" XO KEYNOTE r/� frontage road fronting the property o o - - j i A3.3 V`1 and of a contrasting color(IFC 505.1). " = I I I ' E ' I --- CENTERLINE DIMENSION r 1 W Address size is based on distance m I.F. __ -- ---- !I Z from the street:up to 50 ft.is 4 in.,51 s.P�.— _ _ W to 100 ft.is 6 in., 101 to 150 ft.is 8 q - - KEY NOTES O o In., 151 t0 200 ft.IS 10 In.and greater 0° A-3.3 1 ARCHITECTURAL COMP.SHINGLE ROOFING0 a 00 00 is 12 in. -a O 2 CORRUGATED METAL ROOFING o/ICE AND 1� W F.F. WATER SHEILD x+ o • iUE m I 1 11 I I I I .—.— ` I __ I II_1_ ____ �1 _____ ___11______ I II 1 I 1�1 II The Twin Falls Fire Marshal or his _ __________ ____ _ _ _ _ _ ___ ______ ______ _ _ _ 3 PRIME TRIM FASCIA V1 W Q t_ffl'Str7` 'T t_ _Y `J= �'S �L _]`_S_Y_ _ _ _ _ _�___ `Y'�`_'J= _ — — _ t'J 4 FIRE RATED SOFFIT AT PARTY WALL OVERHANGS, representative shall approve building 5 7 20 ��-- --SEE ENLARGED ELEVATION �1`�'''-�� 27 9 SEE 7 a v� number location prior to Installation. ON SHEET A-2.2(SIM.) 5 HORIZONTAL HARDBOARD SIDING Q O a 6 BOARD AND BATTEN HARDBOARD SIDING O 4 w FRONT ELEVATION SCALE 1/8"=1'-0" 7 STUCCO SIDING u 17-Z Q� 8 STUCCO CONTROL JOINT 9 R.S.GLULAM POST&BEAM(STAIN) 10 HARDBOARD SHINGLE SIDING F ts- 1 $GREEN WALL @ 6-4-A.F.F. U12 CORRUGATED METAL PATIO COVER w/TIMBER2SIM145KICKERS(STAIN) W12 18 13 CONCRETE PATIO Z 618 12 14 GABLE END VENT 6 6 16 6 15 SHINGLE RIDGE VENT 19 ....... 3 16 5/4"x12 PRIME TRIM ACCENT BAND F 1 17 A/C UNIT BEYOND 0 T.P. 41-6.1 6 _ — —T_P. = 18 DORMER ROOF VENT w = 19 DECORATIVE 6x6 WOOD CORBELS(STAIN) Z 1'-6" 2'-0" 11 10 jm z 20 DECORATIVE 6x6 WOOD KICKERS(STAIN) COPYRIGHT c m ,fib' ' A-6.1 16 12 I 4 21 VINYL WINDOW 201$ ao o F.F._ _ _ _ F.F. f o1 22 LINE OF FOUNDATION N T.P.— 6 A 61 F7 Bo 23 A/C UNIT ON CONCRETE PAD 17 4 24 GRADE,SLOPE AWAY FROM BUILDING 14 9 17 A 3.3 y '4 25 DECORATIVE 6x6 WOOD BEAMS @ 24"O.C.(STAIN) N 24 13 M Bo 26 STRUCTURAL WOOD KICKER(STAIN) pip 23 ......—F.F. 27 5/4"x12 PRIME TRIM BELLY BAND II II I II II o 5J Lt7- O_`T___t_________ 'J_ O SIDE 208 7 ELEVATION SIDE 20 ELEVATION >~ o SCALE 1/8"=1'-0" SCALE 1/8"=1'-0" -- o 3 E D O A-3.1 A-3.1 'F• A O 20'-0" 16-0" 16'-0" 16'-0" 16'-0" 16-0" 16'-0" 20'-0" UNIT'B' UNIT'A' I UNIT'A' I UNIT'A' UNIT'A' I UNIT'A' I UNIT'A' UNIT'B' 3 BEDRROM,2.5 BATH 1 2 BEDROOM,2.5 BATH 2 BEDROOM,2.5 BATH 2 BEDROOM,2.5 BATH 1 2 BEDROOM,2.5 BATH 2 BEDROOM,2.5 BATH 2 BEDROOM,2.5 BATH 3 BEDRROM,2.5 BATH > 1`--4 p ,5 I I I � I ,$ I �-1 M � No - r u T.P. ±4" w_ 1'-6" 16 O cEnsso AK- 25 ^ m m F.F. — — o T.P. m 5 ATE OF IOa 24 2 CITY APPROVED PLANS VY q -Y------------------- --- ------------ ---- --------- ----------t------------------ ----- ------- ---------5- --- ---- -------------------____---------------------------- Reviewedf or Code Compliance 22 26 12 8 7 i6 25 17 11 13 SxeET DATA PLANS MUST BE ON JOB SITE CHECSxecx BY:B DG ED Bv: JG REAR ELEVATION FOR ALL INSPECTION' SCALE SCALE 1/8"=1'-0" DATE: 10/23/2018 PROTECT q: 17036 SHEETHUMBER BUILDING TYPE 2 ELEVATIONS A-2.3 L J J- -j- -j- J Page 44 of 73 r A T B T C T D �T E T F , REVISIONS A-3.1 A-3 1 DESCRIPTION LATE 20'-0.. 16'-0" 16'-0" 20'-0" 20'-0" 16-0" i6'-0" 20'-0" UNIT'B' UNIT'A' UNIT'A' UNIT'B' UNIT'B' UNIT'A' UNIT'A' UNIT'B' SYMBOL LEGEND 3 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I 3 BEDROOM,2.5 BATH 3 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I 3 BEDROOM,2.5 BATH 15 I 18 I ■ ■ X-X.X BUILDING SECTION 1 ® 12 19 X WALL SECTION OWNER X-X.X 1 _ _:r .P 1 1 T.P. w _ — w 1 m __ t4 1 1 _ U X-X.X DETAIL IDENTIFICATION -6^ z 6 5 3 z 0 � W m O KEYNOTE F F. q _ III F.F. T.P. 9 ■ _____-, _ TP. _ — --- CENTERLINE DIMENSION a 6; W Q ¢ Ell O TE 1 KEY NOTES M/ \ \ W 2 3 —.F.F_ ;. F.F. —. O 00 1 ARCHITECTURAL COMP.SHINGLE ROOFING I I I I I I I I I I I I I I I I I I I I III I I I I I I I I I I III I � I-a _7' _________________ ______ ______________________________________ t_7`_�_ ` '_C___ _]`Y__5_ `__ '_ ________ =)I1C='J Li 2 CORRUGATED METAL ROOFING o/ICE AND n , cU' I 22 12 i6 10 � r 7 27 SEE ENLARGED ELEVATION 2 20 9 WATER SHEILD ON SHEET A-2.2(SIM.) 3 PRIME TRIM FASCIA V 1 REAR ELEVATION FRONT ELEVATION 4 FIRSEE DE REAR 1/A-5.1 SOFFIT AT PARTY WALL OVERHANGS, Q SEE DE � a �a SCALE 1/$"=1'-0" SCALE 1/$"=1'-O" 5 HORIZONTAL HARDBOARD SIDING ¢ O a BUILDING#s C, G, K, & L BUILDING#s C, G, K, & L 6 BOARD AND BATTEN HARDBOARD SIDING O 4 w BUILDING TYPE 3 BUILDING TYPE 3 7 STUCCO SIDING Z Q 8 STUCCO CONTROL JOINT �� W1 9 R.S.GLULAM POST 8 BEAM(STAIN) Q [� F ?SIM 10 HARDBOARD SHINGLE SIDINGA-3.1 15 11 SCREEN WALL @ 6'-0"A.F.F.. 14 12 CORRUGATED METAL PATIO COVER w/TIMBER 0 2 18 6� 14 12 18 KICKERS(STAIN) W 6 6 ' �6 13 CONCRETE PATIO Z 19 16 1 1 2 6 16 19 14 GABLE END VENT 8 15 SHINGLE RIDGE VENT = 3 16 5/4"x12 PRIME TRIM ACCENT BAND F 1 T.P. 7 x —'---'-- 6 T.P. A-6.1 17 A/C UNIT BEYOND 1'-6" - _ 18 DORMER ROOF VENT ?T z 10 O _ 1'-6',* 2,_0„ I o 16 z � 11 19 DECORATIVE 6z6 WOOD CORBELS(STAIN) » 20 DECORATIVE 6x6 WOOD KICKERS(STAIN) COPYRIGHT 17 F F — 16 21 VINYL WINDOW 2018 11 11 4 T.P. 6 N 4 — A�1 11 22 LINE OF FOUNDATION 17 A 3 3 9 eq 9 17 17 23 A/C UNIT ON CONCRETE PAD 2 iq 9 4 GRADE,SLOPE AWAY FROM BUILDING 5 DECORATIVE 6z6 WOOD BEAMS @ 24"O.C.(STAIN) r(, r_ 13 24 2 N F.F. 23 F F 23 26 STRUCTURAL WOOD KICKER(STAIN) +�.,...i� C_____'U=====7`_`J I I I I I I I 27 5/4"x12 PRIME TRIM BELLYBAND •U DO O o0 SIDE ELEVATION SIDE ELEVATION SIDE ELEVATION Buildings shall have approved .. address numbers,or approved � '� SCALE BUILDING#s C, G, K, & L 1/8"=1'-0" SCALE BUILDING#s E, F, H, & 1 1/8"=1'-0" SCALE BUILDING#s C, E, F, G, H, I, K, & L 1/8"=1'-0" building Identification placed All buildings shall have a BUILDING TYPE 3 BUILDING TYPE 4 BUILDING TYPES 3 &4 permanently posted address,which j P. shall be placed at each driveway entrance and be visible from both directions of travel along the road. 00 p Buildings shall have approved �, o A-3.1 AA-3.1 address numbers,or approved 20'-0" 16'-0" 16'-0" 30'-0" 0 20'-o buildingIdentification laced in a U ' o UNIT'B' UNIT'A' UNIT'A' UNIT'Cor'D' p UNIT'C or'D' UNIT'A' I UNIT'A' UNIT•B' 3 BEDRROM,2.5 BATH I 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I (SEE SITE PLAN) position that is plainly legible,visible '�' �-I y q (SEE SITE PLAN) I 2 BEDROOM,2.5 BATH 2 BEDROOM,2.5 BATH I 3 BEDRROM,2.5 BATH I 3 BEDROOM,2 BATH N 7 3 BEDROOM,2 BATH I I I I I from the street or frontage road U 3 15 18 15 ■ 15 ■ fronting the property and of a = contrasting color(IFC 505.1). N o Address size is based on distance ,o ■- ® 126 19 4 6 to 00 ft.is 6 in.,rom the street: 1 51 01 to 50 ft.is 8 T.P. *+4„— — — in., 151 to 200 ft.is 10 in.and greater - w 2 1 _ ,•-s" _ _ is 12 in. ESE„SM -- -- -- o z 16 I nxl�N'*Ec*s 3 The Twin Falls Fire Marshal or his F.F. m :_:_:_-- T.P. representative shall approve building o T.P. T_P 'Imp ¢ _ - I ® ®. o number location prior to installation. •� 9a■�E 9 s,re ov Ion I F.F 24 r x I' i w _ _ _ ❑ I_Tl( 23 . rrr%OVED PLANS F.F. 1 i I I I I I I I I I I I I I I I I I I I I 4 _��__ Reviewed for Code Compliance SHEET DATA 22 7 5 16 20 7 nRAwN BY: A ANS MUST BE ON JOB SITE CBEC-BY: JG REAR ELEVATION FRONT ELEVATION FOR ALL INSPECTIONS SCALE SCALE 1/8"=1'-0" SCALE 1/8"=1'-0" DATE. 10/23/2018 BUILDING#s E, F, H, & I BUILDING#s E, F, H, & I PROJECT4: 17036 BUILDING TYPE 4 BUILDING TYPE 4 SHEETM BER BUILDING TYPES 3 & 4 ELEVATIONS A-2.4 L - J Page 45 of 73 r A T B T c T D T E T F , REVISIONS C B i'�-- DESCRIPTION OATS A-3.130'-0" 16'-0" 16-0"A' UNIT'A' U16'-016'-0" 16'-0" SYMBOL LEGEND UN UNIT'C or'D' UNITW IT'A' UNIT'A' UNITW UNIT'C WE' (SEE SITE PLAN) I 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I (SEE SITE PLAN) X BUILDING SECTION 15 3 BEDROOM,2 BATH �—------I I I —� 3 BEDROOM,2 BATH I 20 I I I 15 _ - X-X.X X WALL SECTION OWNER � 12 1 3 6 • I ' 3 X DETAIL IDENTIFICATION 6 ■ _ - 6 2 t4'• 2 KEY NOTE 'z A-3.3 'i CENTERLINE DIMENSION T.P. _ _ r • ■ ■ ■ T.P. Z �J F57 � KEY NOTES 1 ARCHITECTURAL COMP.SHINGLE ROOFING� F.F. I"L___j__-_______tt____ � -. .F.F. 2 CORRUGATED METAL ROOFING o/ICE AND ----- WATER SHEILD t -- --- ----t r ------ r----- - -rt---t---}- ---- t--��-�— - IC ----5 3 PRIME TRIM FASCIA 7 20 27 2 5 8 9 ,-------- 22 7 Q SEE ENLARGED ELEVATION 4 FIRE RATED SOFFIT AT PARTY WALL OVERHANGS, ON SHEET A-2.2 SEE DETAIL 1/A-5.1 SIDING FRONT ELEVATION 5 BOARD AND BATTEN DBOARD (` a 6 BOARD AND BATTEN HARDBOARD SIDING SCALE 1/8"=1'-0" 7 STUCCO SIDING Z Q 8 STUCCO CONTROL JOINT �� W 9 R.S.GLULAM POST&BEAM(STAIN) p•!F-I 10 HARDBOARD SHINGLE SIDING 11 SCREEN WALL @ 6'-0"A.F.F. Q �JI fa-i1 F F 0 12 CORRUGATED METAL PATIO COVER w/TIMBER U 2 A-3.1 A-3.1 KICKERS(STAIN) W SIM. SIM. 13 CONCRETE PATIO Z 12 14 14 12 14 GABLE END VENT 15 SHINGLE RIDGE VENT 16 5/4"x12 PRIME TRIM ACCENT BAND 17 A/C UNIT BEYOND 6 6 18 DORMER ROOF VENT F T.P. T.P. � 19 DECORATIVE 6x6 WOOD CORBELS(STAIN) _ 10 10 _ = 20 DECORATIVE 6x6 WOOD KICKERS(STAIN) F72018 PYRIGHT 16 12 12 16 a z 21 VINYLWINDOW 0 22 LINE OF FOUNDATION F.F. - 3 12 1 3 -F.F. 00 23 A/C UNIT ON CONCRETE PAD L _T.P..- 17 17 -T-P' N 24 GRADE,SLOPE AWAY FROM BUILDING 9 4 13 13 4 YO '-�e 25 DECORATIVE 6x6 WOOD BEAMS @ 24"O.C.(STAIN) W • A-3.3 A-3.3 `4 26 STRUCTURAL WOOD KICKER(STAIN) r- ooc 23 24 24 23 27 5/4"z12 PRIME TRIM BELLY BAND •V OMo �' -F_F. O O o0 tt=====t===---- ------ ------- ---�___---------===Y===S 2===t===----------===t--- ---- ------ ----___�_====�5 Buildings shall have approved address o---- ----- ------- ---------- ---------- --- --- -- ----- ---- 8 7 7 a numbers,or approved building SIDE ELEVATION SIDE ELEVATION Identification placed w o SCALE 1/8"=1'-0" SCALE 1/8"=1.-0" All buildings shall have a permanently posted address,which shall be placed at each driveway entrance and be visible from both directions of travel along the road.Buildings shall have approved address numbers,or approved building a/ o 0 A B D E Identification laced in a position that is c As., plainly legible,visible from the street or ' o 30-0" s'-o s'-o 30'-0• frontage road fronting the property and of UNIT'C or'D' UNIT'A' UNIT'A' UNIT'A' UNIT'A' UNIT'A' UNIT'A' UNIT'C or'D' Q� (SEE SITE PLAN) I 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I 2 BEDROOM,2.5 BATH I (SEE SITE PLAN) a contrasting color(IFC 505.1). U -'T 3 BEDROOM,2 BATH 3 BEDROOM,2 BATH Address size is based on distance from 00 ■ the street:up to 50 ft.is 4 in.,51 to 100 ft. N o is 6 in., 101 to 150 ft.is 8 in., 151 to 200 ft.is 10 in.and greater is 12 in. 3 3 The Twin Falls Fire Marshal or his ' - .....................- - representative shall approve buildingo number location prior to installation. I � I T.P. - T.P. ounce L Y 8 &Y APPROVED PLANS F.F. 4 _ rCode Compliance SHEET DATA �------------------t--- --------------------__-- ---------- -------------- ------------- ---------- ---- ------ --------- -Y-- ---------------- ----- ---- --------------- DRAwN BY: DG ---------- ------ ------ --------- - PLANS MUST BE ON JOB SITE CHEC-BY: JG REAR ELEVATION FOR ALL INSPECTION` DATESCALS 10/23/2018 SCALE 1/8"=1'-0" PROJECT#: 17036 SHEET NUMBER BUILDING TYPE 5 ELEVATIONS A-2.5 L -j- J Page 46 of 73 A T B T c T D T E T F , REVISIONS DESCRIPTION DATE A 3.2 6 1� A 3 2 1� A3.2 SIM. 6 SIM. ���♦ �,\ /,� 6 12 1 T.P T.P. : T.P. 1 1 1 1 1 1 ———————♦ � 1 OWNER BEDROOM BATH BA. BEDROOM L�A-3 BEDROOM HALL BEDROOM : : CLOSET HALL 1 BEDROOM 1 1 a .z 1 1 M1z13F.F 4 4 F.F. F.F. _ _ _____T.O.B.8 T. T.O.B.8 T. . 1 ��►I I I T.O.B.B T.P. I I 1 ' ' zS7'R. PWDR KITCHEN LIVING PATIO PORCH ENTRY KITCHEN LIVING ; PAT' m PORCH ENT PANTRY ; LIVING I PATIO: F.F. F.F. F.F. LTa_ .. .. A-3.3 a O P4 O U 00 r BUILDING SECTION R BUILDING SECTION /� BUILDING SECTION TA"' w �x v SCALE 1/8"=1'_0" �+ SCALE 1/8"=1'_0" /1 SCALE 1/8"=11_01. vl Q Q 2 Z Q A5.1 A-5.1 40 ♦ 12 2 12 1 Fil H A-3.2 A-3.2 SIM. ♦ 6� 6� ' 1 I 2 A-3.2 T.P I T.P T.P. 1 I 1 1 Z I 1 1 1 1 1 I 1 1 BEDROOM ; I HALL LDR BAT�i JATH LDR HALL HALL BEDROOM 4 BEDROOM LAUNDRY BA. BEDROOM: I BEDROOM LAUNDRY BA. BEDROOM 1 A-3.2 a o T.P. ' ' ' F.F 4 I ♦ 1 ' F.F 4 F.F. ' TA STAIR T.P. T.O.B.BT.P. 1 1 1 1 1 I T.O.B.8 T.P. 1 1 1 1 1 BEDROOM KITCHEN I KITCHEN : : KITCHEN PAN. KITCHEN � PORCH ENTRY KITCHEN LIVING' PATIO � -' PORCH ENTRY KITCHEN LIVING ' PA710' 1 aD I 1 FCO27'T F.F. ♦ 1 I 1 1 F.F. ' ' F.F. F.F. 01$ A-3.1 � N � BUILDING SECTION BUILDING SECTION BUILDING SECTION oc FSCALE 1/8"=1'-0" SCALE 1/8"=1'-0.1 OD SCALE 1/8"=1'-0" m EXTERIOR WALL BATT INSULATION "i y (R-21),INSTALL VAPOR BARRIER �y WALL SHEATHING,SEE ON WARM SIDEi�yl ,>C STRUCTURAL 2x WOOD STUDS,SEE p Q WEATHER RESISTANT BUILDING STRUCTURAL FOR SIZE AND PAPER SPACING Qj • y �'p BOARD AND BATT SIDING,SEE 1/2"GYPSUM BOARD,U.N.O. 3 ELEVATIONS WALL SHEATHING,SEE RUN BUILDING PAPER OVER ANCHOR BOLT,SEE STRUCTURAL O U STRUCTURAL SEE DETAIL 2/A-3.1 FLASHING FLANGE PRE-FINISHED 26ga V O oc WEATHER RESISTIVE FOR THE REMAINING TYPICAL PRESSURE TREATED 2x PLATE METAL COPING SYSTEM .N.i PRE-FINISHED 26 GAUGE Z WITH SILL SEALER }^ BARRIER:(2)LAYERS OF NOTES FLASHING OVER TRIM BOARD O .-I j GRADE'D'BUILDING WRAP WITH 1/4"GAP THERMAL BREAK(R-5)BETWEEN 5/4x6 PRIME TRIM OR'TYVEK'STUCCOWRAP SLAB AND TOP OF STEM WALL (PAINT) MIN.(2)2z6 STUDS TO '� 5/4xl2 PRIME TRIM(PAINT) 3-I SCREEN WALL Q� (2)COAT STUCCO SYSTEM PRE-FINISHED 26 GAUGE CONCRETE SLAB,SEE SUPPORTS 6'-0"O.C.TYP. (� 7 W/SELF-FURRING METAL FLASHING,MINIMUM 1/2" STRUCTURAL WALL SHEATHING, �y m LATH CLEARANCE BETWEEN TRIM AND SEE STRUCTURAL Cd o0 HORIZONTAL SURFACE REINFORCED VAPOR RETARDER, GALVANIZED 26 GAUGE LAP AND SEAL JOINTS WEATHER RESISTANT CONTINUOUS FLASHING/ ACCORDING TO SPECIFICATIONS, BARRIER WEEP SCREED I FINISH GRADE,SLOPE AWAY EXTEND OVER TOP OF STEM WALL I d Q FROM STRUCTURE,SEE CIVIL Q r d d d 4 HORIZONTAL HARDBOARD 2x6 STUDS @ 24"O.C. _ LAP SIDING Ll LICENSED nn nI ECR PRE-FINISHED 26 GAUGE uI VTTED GRAVEL BASE,SEE FLASHING,MINIMUM 1/2" CLEARANCE BETWEEN STRUCTURAL AND GEO-TECH TRIM AND HORIZONTAL PRE-FINISHED 26ga METAL REPORT SURFACE COVER TO PROVIDE A CHASE 5Y2" LZ"RIGID FOUNDATION INSULATION TO CONCEAL UTILITIES TO (R-10),STEP FOUNDATION WALL CONDENSING UNITS, AS REQUIRED 5No COORDINATE SIZE 8 HEIGHT I Q 4 FOUNDATION,SEE STRUCTURAL ( WITH MECCONTRACTOR Y AP P PLANS 4 a 4 FI ISH GRADE rrev e Or a Qmp lance SHEET DATA O O Q a. DRAWNBY: DG PLANS MUST BE ON JOB SITE CHECREDBY: JG FOR ALL INSPECTIONS SCALE: a DATE: 10/23/2018 PROTECT u: 17036 SHeeT NtmmeR FOUNDATION DETAIL FOUNDATION DETAIL SCREEN WALL DETAIL 3 SCALE 1-1/2"=1'-0" SCALE 1-1/2"=1'-0" SCALE 3/4"=1'-01, L�A 1 _3.1 L J_ J_ -j- -j- J— J Page 47 of 73 r A T B T c T D T E T F , REVISIONS DESCRIPTION DATE 2z6 SUB-FASCIA ARCHITECTURAL COMPOSITE SHINGLES o/ROOFING FELT o/ICE&WATER SHIELD BOARD @ EAVES and VALLEYS,SEE ROOF PLAN lx4 and ix8 PRIM ROOF SHEATHING,SEE STRUCTURAL TRIM BUILT-UP PRE-ENGINEERED TRUSSES @ 24"O.C.,PROVIDE FASCIA(PAINT) ADDITIONAL TRUSSES or ALTERNATE SPACING CONTINUOUS FOR AREAS SUPPORTING OTHER ELEMENTS 0— METAL DRIP HARDBOARD SIDING(SEE ELEVATION EDGE 1 FOR TYPE&LOCATION)(PAINT),PROVIDE ALL MANUFACTURER REQUIRED ARCHITECTURAL COMPOSITE SHINGLES o/ROOFING FELT o/ICE&WATER SHIELD FLASHING and CLOSURE ANGLES @ EAVES and VALLEYS,SEE ROOF PLAN 7 PRE-ENGINEERED TRUSSES @ 24"O.C.,PROVIDE 1/2"SOLID HARDBOARD 2x OVERBUILD FRAMING, WALL SHEATHING,SEE STRUCTURAL EXTERIOR WALL SYSTEM,SEE PLANS FOR ADDITIONAL TRUSSES or ALTERNATE SPACING 12 r� SOFFIT PANEL(PAINT) SEE STRUCTURAL LT1 FURTHER INFORMATION FOR AREAS SUPPORTING OTHER ELEMENTS V 1 z 6 5/4x4 PRIME TRIM v`l WEATHER RESISTANT BUILDING PAPER TRUSS BLOCKING,SEE STRUCTURAL FREEZE TRIM(PAINT) T 1 RUN BUILDING PAPER OVER FLASHING FLOOR SYSTEM,SEE PLANS FOR FURTHER v F-i FLANGE INFORMATION ROOF SHEATHING,SEE STRUCTURAL VENTING ol BATT INSULATION(R-30) HEEL HEIGHT z W O PRE-FINISHED 26 GAUGE Z FLASHING CONTINUOUS METAL DRIP EDGE OVER TRIM BOARD WITH 1/4"GAP77 TOP PLATE TOP PLATE w O U O 514z12 PRIME TRIM(PAINT BLOWN-IN CELLULOSE ATTIC BLOWN-IN CELLULOSE ATTIC INSULATION(R-38) '' INSULATION(R-38) l/1 PRE-FINISHED GUTTER,ANCHOR U 112"GYPSUM BOARD(CEILING)o/VAPOR RETARDER w Q INSULATION BAFFLE,PROVIDE Q PRE-FINISHED 26 GAUGE FLASHING INTO SOLID BLOCKING w MINIMUM 2"VENTING SPACE P4 a ¢> 2x6 DOUBLE TOP PLATE ix8 PRIME TRIM FASCIA(PAINT) 2x6 SUB-FASCIA BOARD 1 O Fy O W 112"SOLID NARDBOARD SOFFIT PANEL(PAINT) 1/2"SOLID HARDBOARD SOFFIT Q WEATHERPROOF SEALANT OPTIONAL or PAINT A-6.1 PANEL(PAINT) �� W 2x BLOCKING AS NEEDED 8"xl6"SOFFIT VENT,SEE PLANS FOR R.S.GLU-LAM BEAM(STAIN),SEE STRUCT. SPACING H WALL SHEATHING,SE STRUCTURAL STRUCTURAL ENTRY PORCH DETAIL a WINDOW,SEE WINDOW SCHEDULE a U 3 WEATHER RESISTIVE Fr1 2 SCALE 1-1/2"=l'-O" BARRIER z HARDBOARD SIDING(SEE ELEVATION FOR TYPE& 6 LOCATION)(PAINT),PROVIDE PRE-FINISHED 26 GAUGE FLASHING,MINIMUM 2" A-6.1 ALL MANUFACTURER CLEARANCE BETWEEN TRIM AND HORIZONTAL REQUIRED FLASHING and WALL SHEATHING,SEE STRUCTURAL EXTERIOR WALL SYSTEM,SEE PLANS FOR SURFACE('Z'FLASHING IS ACCEPTABLE) CLOSURE ANGLES FURTHER INFORMATION WEATHER RESISTIVE BARRIER:(2)LAYERS 5/4x4 PRIME TRIM(PAINT) BASEBOARD,SEE ROOM FINISH SCHEDULE OF GRADED'BUILDING WRAP or'TVVEK' FLOOR SYSTEM,SEE PLANS FOR FURTHER PRE-FINISHED 26 GAUGE STUCCOWRAP INFORMATION PRE-FINISHED(26 GAUGE)FLASHING, FLASHING,MINIMUM 2" FLOOR SHEATHING,SEE STRUCTURAL F72018 PYRIGHT ANCHOR w/NEOPRENE FASTENERS CLEARANCE BETWEEN M COAT STUCCO SYSTEM w/SELF-FURRING BATT INSULATION(R-30) PRE-FINISHED(26 GAUGE)ROOFING PANEL TRIM AND HORIZONTAL P.E.FLOOR TRUSS @ 24"O.C.,SEE STRUCTURAL METAL LATH SURFACE('Z'FLASHING IS PRE-FINISHED(26 GAUGE) ACCEPTABLE) P.E.FLOOR TRUSS(CANTILEVER) CLOSURE ANGLE @ 24"O.C.,SEE STRUCTURAL BEAM,SEE STRUCTURAL TOP OF SHEATHING TOP OF SHEATHING RIM JOIST,SEE m CONT.METAL STRUCTURAL + C 2x4 SOFFIT BLOCKING @ 24"O.C. 4 DRIP EDGE 4 i M O TOP OF BEAM and BOTTOM OF TRUSS U 00 1; BOTTOM OF TRUSS O ,�O-1 oo / 2x4 SOFFIT BLOCKING @ 24"O.C. 514xl2 PRIME TRIM 1/2"GYPSUM(CEILING)BOARD V1 b PROVIDE SOLID RIGID INSULATION @ ACCENT TRIM(PAINT) �y O 1x4 and 1x8 PRIME TRIM DOOR and WINDOW HEADERS 1x4 PRIME TRIM(PAINT) BATT INSULATION(R-30) ""1 BUILT-UP FASCIA(PAINT) 1/2"SOLID HARDBOARD p X SOFFIT PANEL(PAINT) 2x8 SUB-FASCIA BOARD 1/2"SOLID HARDBOARD SOFFIT 2x6 DOUBLE TOP PLATE PANEL(PAINT) -v U CONTINUOUS'J'TRIM @ R.S.GLU-LAM BEAM(STAIN),SEE STUCCO TERMINATION, STRUCTURAL CONTINUOUS'J'TRIM@STUCCO CAULK WEATHER TIGHT TERMINATION,CAULK WEATHER TIGHT 1/2"SOLID HARDBOARD SOFFIT PANELI"P a0+ ,r.p 3 TO FRAMING MEMBER (PAINT) 4 TO FRAMING MEMBER - 00 2x4 SOFFIT BLOCKING @ 24"O.C. SEE WALL SECTIONS ON SEE WALL SECTIONS ON �/ V W N V1 N O ENTRY PORCH DETAIL TYPICAL SHEEN FOR THE SHEET A-3.2 FOR THE y 4 - REMAINING TYPICAL NOTES REMAINING TYPICAL NOTES 0 ., 1\7SCALE 1-1/2"=1'-0" BATT INSULATION(R-21) 1/2"GYPSUM BOARD o/VAPOR (� RETARDER e'r1 (2)COAT STUCCO SYSTEM wISELF-FURRING METAL LATH 2x6 WOOD STUDS @ 24"O.C.(U.N.O.), CONTINUOUS METAL DRIP EDGE ARCHITECTURAL COMPOSITE SHINGLES rl N O o/ROOFING FELT o/ICE&WATER SHIELD SEE STRUCTURAL (2)2x6 SUB-FASCIA BOARD @ EAVES and VALLEYS,SEE ROOF PLAN WEATHER RESISTIVE BARRIER:(2) �J LAYERS OF GRADE'D'BUILDING WRAP PRESSURE TREATED Zx SILL PLATE or'TYVEK'STUCCOWRAP w/SILL SEALER lx4 and lx8 PRIME TRIM BUILT-UP THERMAL BREAK(R-5)BETWEEN SLAB THERMAL BREAK(R-5)BETWEEN SLAB FASCIA(PAINT) DOOR ASSEMBLY,SEE DOOR SCHEDULE AND TOP OF STEM WALL WALL SHEATHING,SEE STRUCTURAL AND TOP OF STEM WALL CONCRETE SLAB,SEE STRUCTURAL CONCRETE SLAB,SEE STRUCTURAL 5/4x4 PRIME TRIM FREEZE BOARD(PAINT) 9 2 2 UCEHSFo nacHIBI s 1/2"SOLID HARDBOARD SOFFIT Ab.1 A3.1 REINFORCED VAPOR RETARDER,LAP A-3.1 REINFORCED VAPOR RETARDER,LAP u+� PANEL(PAINT) HARDBOARD SIDING(SEE ELEVATION SIM. AND SEAL JOINTS ACCORDING TO AND SEAL JOINTS ACCORDING TO RUN BUILDING PAPER OVER FLASHING FOR TYPE&LOCATION)(PAINT),PROVIDE SPECIFICATIONS,EXTEND OVER TOP OF SPECIFICATIONS,EXTEND OVER TOP OF FLANGE ALL MANUFACTURER REQUIRED STEM WALL STEM WALL FLASHING and CLOSURE ANGLES FINISH FLOOR FINISH FLOOR a GuncE PRE-FINISHED 26 GAUGE Z FLASHING are ov ioa OVER TRIM BOARD WITH 1/4"GAP °a ° N{ 5/4x4 PRIME TRIM(PAINT) a a 2 FINISH GRADE fN� WEATHER RESISTANT BUILDING PAPER Z z FINISH GRADE,SLOPE AWAY FROM /� n ���` V 4"COMPACTED GRAVEL BASE of I AP 4'�doAA&G AVEL BASE o/ PRE-FINISHED 26 GAUGE ROOF TO g g STRUCTURE,SEE CIVIL WALL FLASHING CONCRETE PATIO o/COMPACTED STRUCTURAL RILL OR UNDISTURBED STRUCTURAL FI IL OR UNDISTURBED PRE-ENGINEERED TRUSSES @ 24"O.C., BASE,SLOPE AWAY FROM NATIVE SOIL,SEE STRUCTURAL GALVANIZED 26 GAUGE CONTINUO NA LVE SOIL,SEE TRUCTURAL 4 PROVIDE ADDITIONAL TRUSSES or STRUCTURE,SEE CIVIL FLASHING/WEEP SCREED Review r C mpjlG.FO SHEET DATA ALTERNATE SPACING FOR AREAS 2"RIGID FOUNDATION INSULATION(R-10), 2'RIGID FOUNDA ON INSULATION(R-10), SUPPORTING OTHER ELEMENTS STEP FOUNDATION AS REQUIRED sk N ST,fP,F0§f ffIO AS REQUIRED DRAWN BY: DG ROOF SHEATHING,SEE STRUCTURAL CONCRETE FOUNDATION SYSTEM,SEE CONCRETE FOUNDATION SYSTEM, E ST° J 11111�33 ����CC CHECx BY: JG STRUCTURAL STRUCTURAL SEE DETAIL 11A-5.1 FOR scnt.e: REQUIREMENTS AT FIRE WALL FOOTINGS TO BEAR ON COMPACT FOR OOTINGS TO BE ON COMPACT CONTINUOUS LEDGER,SEE STRUCTURAL LOCATIONS STRUCTURAL FILL OR UNDISTURBED TRUCIYIHAL HE OR UNDISTURBED DATE: 10/23/2018 NATIVE SOIL TIV ?REJECT n: 17036 ROOF TRANSITION DETAIL WALL SECTION WALL SECTION SHEETNDMBER 5 SCALE 1-1/2"=l'-0" 2 SCALE 1/2"=1'-0" 1 SCALE 112"=1'-0" A-3.2 L J_ J_ -L _L J Page 48 of 73 r A T B T C T D T E T F , REVISIONS DESCRIPTION DATE HALF WALL w/WOOD HALF WALL w/WOOD CAP @ 36"A.F.F. CAP @ 36"A.F.F. OWNER HEADER,SEE 1 STRUCTURAL 3/4"MDF,PAINT / HALL z CLOSET HALL a 1/2"GYPSUM BOARD 00 STRUCTURAL / Z STRUCTURAL 7 vfl W O � 0 w �Q QQ� 7 Q o STAIR HALF WALL w/WOO �--� 4 Q' CAP @ 36"A.F.F. 3 STAIR z q A-.3 HALF WALL w/WOOD 3 @ NOSING CAP @ 36"A.F.F. A-3.3 TEMPERED M ^ J� 0 GLAZING ^� N 1I @ U 1/2"GYPSUM BOARD 2 WROUGHT d 10Y" w iy" Fr1 IRON ° N z HANDRAIL @ NOSING 36"A.F.F. 2x BLOCKING COATS PANTRY ENTRY w 2x BLOCKING PANTRY LIVING 1/2"GYPSUM BC ARD LOWBOY W/H,SEE LOWBOY W/H,SEE MECHANICAL MECHANICAL 10Yz" COPYRIGHT LANDING 2x4 STUD WALL 2018 STAIR STRINGERS, SEE STRUCTURAL STAIR STRINGERS, w 2x4 STUD WALL------___ SEE STRUCTURAL Uj t` 00 `W� as UO ro oo 43 O 6Y 6-0" 4'-1" tt"ffVV?" 36"MIN.CLEAR 10'-6" 12'-3" LANDING 12 TREADS @ 10.5"EA. Cd p U 14 TREADS @ 10.5"EA. 00 3 STAIR SECTION STAIR SECTION 2 ; SCALE 3/4"=1'-0" SCALE 3/4"=1'-0.1 U ^ Q WALL SHEATHING,SEE STRUCTURAL UNITS'A'BMW' UNITS'C'and'D" W N V1 N O WEATHER RESISTANT BUILDING PAPER HARDBOARD SIDING(SEE ELEVATION U FOR TYPE&LOCATION)(PAINT),PROVIDE WALL SHEATHING,SEE STRUCTURAL ALL MANUFACTURER REQUIRED FLASHING and CLOSURE ANGLES WEATHER RESISTANT BUILDING PAPER r3 M RUN BUILDING PAPER OVER FLASHING HARDBOARD SIDING(SEE ELEVATION Ij pp FLANGE FOJIv— R TYPE&LOCATION)(PAINT),PROVIDE EXTERIOR WALL SYSTEM,SEE PLANS FOR EXTERIOR WALL SYSTEM,SEE PLANS FOR PRE FINISHED 26 GAUGE FLASHING, FURTHER INFORMATION ALL MANUFACTURER REQUIRED FURTHER INFORMATION `J FLASHING and CLOSURE ANGLES HALF WALL w/WOOD MINIMUM 2"CLEARANCE BETWEEN CAP @ 36"A.F.F. L TRIM AND HORIZONTAL SURFACE EZ' FLOOR SYSTEM,SEE PLANS FOR FURTHER RUN BUILDING PAPER OVER FLASHING FLOOR SYSTEM,SEE PLANS FOR FURTHER r FLASHING IS ACCEPTABLE) INFORMATION FLANGE INFORMATION WROUGHT 1x6 WOOD CAP IRON (PAINT) PRE-FINISHED(26 GAUGE) PRE-FINISHED 26 GAUGE Z FLASHING HANDRAIL FLASHING,ANCHOR OVER TRIM BOARD WITH 114"GAP @ 36"A.F.F. Lx:EBseo w/NEOPRENE FASTENERS nacRi*ec*s I,a� PRE-FINISHED(26 GAUGE) ix4 WOOD SHIM ROOFING PANEL (PAINT) 5/4x4 PRIME TRIM(PAINT) 5/4x12 PRIME TRIM(PAINT) PRE-FINISHED(26 GAUGE) I WRAP DRYWALL CLOSURE ANGLE CONTINUOUS LEDGER,SEE - - OVER TOP OF i a suncE ROOF SHEATHING,SEE STRUCTURAL - M FRAMING s are ov 1. STRUCTURAL .. <.., o l,l 1--_ // 36"MN I .CL f V'Y SOFFIOTLPANEL ID R(PAOINT)D APF ED PLANS 4 CONTINUOUS'X TRIM @ STUCCO 2x4 SOFFIT BLOCKING CONTINUOUS'X TRIM @ STUCCO TERMINATION,CAULK WEATHER TIGHT TO L;,` @24' TERMINATION,CAULK WEATHER TIGHT TO [I Compliance SHEET DATA FRAMING MEMBER FRAMING MEMBER DRAWN BY: DG WEATHER RESISTIVE BARRIER:(2)LAYERS WEATHER RESISTIVE BARRIER:(2)LAYERS PLA S MUST EON JOB SITE CHECx BY: JG OF GRADED'BUILDING WRAP of TYVEK' OF GRADE'D'BUILDING WRAP or'TYVEK' STAIR scnt.e: STUCCOWRAP STUCCOWRAP MALL I ECTIONS DATE: 10/23/2018 (2)COAT STUCCO SYSTEM WSELF-FURRING—� I:',. (2)COAT STUCCO SYSTEM WSELF-FURRING METAL LATH �A METAL LATH PROJECTn: 17036 SHEET NUMBER ROOF to WALL FLASHING DETAIL d IN FLASHING DETAIL STAIR SECTION A-3.3 5 SCALE 1-112"=1'-0" T SCALE 1-1/2"=1'-0" SCALE 3/4"=1'-0" L J_ J_ _L _L J Page 49 of 73 F_ A T 22'-0" B 4,-6" T 9'-6" C T D T E T F 1 05 REVISIONS 0 14 12 SYMBOL LEGEND DESCRIPTION DATE e II O 2'-0L W 2'-0" 10 1 RESPONSE k1 9/26/19 �y BUILDING SECTION 2 cxwNces 9/26/19 1oa-1 STOR./MECH. 6•_0" " 1 0 - N 104 as - 18 o I S�jFIL g,-0"CLG 3-0" 45 ---------- X-X.X 42 � WALL SECTION a 11 R! II x OWNER F r———L DETAIL IDENTIFICATION q OFFICE `� II RIDGE ====JL x-x.x .V x 9'-0"CLG I I .—. 6 IDLE G o 6 A 1, �<F` 23 X -X. X ELEVATION IDENTIFICATION — z p I I '- I 20 9l� 6'-6Y2" 4'-Yyz' - _ ROOM ROOM NAME AND NUMBER 2'-0" 5'-0" 6'-0" 4'10" a 8 26 rID—y— _7 RIDGE OFFICE 21 180S.F. FE \ =� WJ 2 OCCUPANTS @ 100 S.F. o p�� - - - DOOR DESIGNATION 7 BBQ/PICNIC PATIO za , 16 ► W PATH (EGRESS=25�0" —� - -I L 2'-0" �1 O WINDOW DESIGNATION �� O 101-1 101-2 LOBBY LOBBY I T 19 4�y XO KEY NOTE O U 0000 E_ 352 S.F. U 102 24 OCCUPANTS @ 15 S.F. v rj FIE SEMI-RECESSED FIRE EXTINGUISHER CABINET /W a 10'-0"CLG f02-1 C� YYY-� y p_ 2'-0" �1 W I _ �¢ VESTIBULE 5 -�r' }� --- CENTERLINE DIMENSION W Q 10'0"CLG F-l1 6 I TYP. TYP. n ,5 ���--- - - - - � WALL LEGEND 1-y z E4 TYP. O,E:!- 11 pj �L O 2x6 WOOD STUD WALL,SEE STRUCTURAL FOR STUD Hy p a SIZE AND SPACING.AT EXTERIOR LOCATIONS PROVIDE O �' INSULATION AS SPEC.AT INTERIOR LOCATIONS — 13 q2 - PROVIDE 5/8"GYPSUM BOARD @ EA.SIDE.FILL CAVITY HALL 27 ,._0 2'-D^ CLUBHOUSE ROOF PLAN W/SOUND INSULATION JANITOR 109 - 29 INTERIOR NON-BEARING 2X4 WOOD STUD WALL,W/ 10'-0"CLG ��� SCALE 1/$°=1'-O° ® GYPSUM BOARD @ EA.SIDE.FILL CAVITY W/SOUND 105 6 INSULATION I 2 5 A4.6 LEGEND IS FOR GENERAL INFORMATION ONLY,REFER TO p A4.1 DESIGNATED DETAILS FOR FURTHER INFORMATION. os — — MOUNTING MOUNTING MOUNTING W z a5 - HEIGHTS PER HEIGHTS PER i 35 HEIGHTS PER 4'-11" v 5'-2" 4'-1" 4000SFS 9/A4.6 9/A4.6 3a 9/A4.6 TYPICAL NOTES z T 7 108-1 ` 4 OCCUPANTS @ 50 S.F. - 7 DIMENSION TO FACE OF FOUNDATION,FACE OF F 6 \ FITNESS 31 \ FRAMING,UNLESS OTHERWISE NOTED z 28 124 0 \� 106 39 31 RI 'F ^ 10'-0"CLG O_- MIR[OR 381 O KEY NOTES aaNs,� _-- I �---�- / se^^nNsT� 40 28 1 TAPERED STONE COLUMNS.SEE ELEVATIONS WOMEN I®`� •I° MEN \��N 2 ADA COMPLIANT DRINKING FOUNTAIN.SEE DETAIL 10/A-4.6 22 \ 108 33 \ 107 h / N 33 32 COPYRIGHT -0"CLG/ �9'-0"CLG $ / b A Y \ \ ` 33 Z P / 3 22"x30"LOCKABLE ATTIC ACCESS DOOR O36 / 4 MECHANICAL EQUIPMENT,SEE MECHANICAL \ 41 32" a 37 5 OCCUPANCY SIGN ABOVE DOOR 4 O L 6 TACTILE EXIT SIGN SEE DETAIL ON SHEET A-0.6 r 1 1 WOMEN 108 MIRRORED WOMEN 108 MIRRORED rJ WOMEN 108 MIRRORED 7 TACTILE RESTROOM SIGN SEE DETAIL ON SHEET A-4.6 2 A3 MEN 107 ELEV. MEN 107 ELEV. MEN 107 ELEV. a 36"WIDE ZERO CLEARANCE GAS FIREPLACE o SIM. 3 3 /'� /'� w MIRR. _ C S L I 9 SHINGLE OVER RIDGE VENT •rl 00 O 0 V SCALE 3/8"=1'-0" SCALE 3/8"=1'-0" SCALE 3/8"=1'-0" U oo 27 29 10 FAUX STONE VENEER CHIMNEY,WITH PRE-FINISHED METAL O � 00 `4 DRAFT ENHANCER,ROUTE OAS FIREPLACE THROUGH. 11 SOUND INSULATION TYPICAL AT ALL INTERIOR WALLS V1 'd o0 OO O 12 GAS METER,SEE PLUMBING o 13 FLOOR MOUNTED SERVICE SINK w/SHELF MOUNTED WATER O 5'-0" 5'-0" 5'-0" HEATER.SEE PLUMBING W 00 T-0" 2'-0" 14'-0" 20'-0" 25 14 ELECTRICAL PANEL AND METER,SEE ELECTRICAL ~ a 36'-0" 6-4- 15 PRE-FINISHED DOWNSPOUTS TO SPLASH BLOCKS .2 t`p 3 / 16 EXTERIOR WALL LINE BELOW �✓ V to 17 CORRUGATED METAL SHED ROOF OVER MAILBOXES 0 0 6" - --_ - 6" 18 PRE-FINISHED GUTTER Q N o0 U 1445 SQUARE FEET o 2 _ CLUBHOUSE FLOOR PLAN 19 ICE&WATER MEMBRANE AT ALL EAVES AND VALLEYS TYP. _ EXTEND MEMBRANE UP ROOF 36"BEYOND LINE OF V SCALE 1/4°=1'-01, o O - EXTERIOR WALL TYP.INSTALL 18"UP EACH SIDE OF 0 j io 26 VALLEYS TYP. U Li 20 ASPHALT SHINGLE ROOF SYSTEM 6'-0" 12'-0" E 43 43 21 SIDEWALK,SEE SITE PLAN („) EQ. EQ. EQ. EQ. EQ. EQ. �' - M <Q 22 MAILBOXES,SEE DETAIL 9W-0.2 -- - - - -- - - 23 LINE OF BEAM BELOW 2^ 6•_B• 2" 24 60"DIAMETER ANSI TURNAROUND CLEARANCE 25 10x10 R.S.TIMBER MANTLE(STAIN) 4 SG SG SG SG SG SG SG HALL ELEVATION d FIREPLACE ELEVATION 26 STONE HEARTH w/STONE CAP a. \- / \ SCALE 3/8"=1'-0" T SCALE 3/8"=1'-0° 27 FULL HEIGHT MIRROR,MOUNT PER MANUFACTURER'S \ / SPECIFICATIONS,PROVIDE ALL MOUNTING BRACKETS,AND CLOSURE PIECES PLASTIC RE E0 A B c D CLUBHOUSE DOOR SCHEDULE CLUBHOUSE ROOM FINISH SCHEDULE 28 WOODY NTE E RA SHROUD COUNTERTOP w/TILE BACKSPLASH& xRCNI EC4 xR RAISED PANEL FULL LIGHT w/ FULL LIGHT FULL LIGHT DOOR FRAME FLOOR WALLS CEILING 29 WALL MOUNTED TV,,VERIFY LOCATION,COORDINATE W W OUTLET CONNECTIONS,PROVIDE SOLID BLOCKING SIDELITE INSULATED STEEL INSULATED STEEL x a _ rDETAILS U a a ROOM NAME NOTES DOOR TYPES a Z 3� FINISH BASE MATERIAL FINISH MATERIAL FINISH 30 SANITARY NAPKIN DISPOSAL,PROVIDE SOLID BLOCKING O DESCRIPTION SIZE y wF O NOTES tort. o O �¢ E: 4 0 VESTIBULE 101 TILE WB-8 GYP.BD. P GYP.BD. P WALK-OFF MAT s c1 31 STAINLESS STEEL GRAB BARS,PROVIDE SOLID BLOCKING SCALE NTS o g = LOBBY 102 CARPET WB-8 GYP.BD. P GYP.BD. P 2'-0" OFFICE 103 CARPET WB-8 GYP.BD. P GYP.BD. P VIDE SOLID BLOCKING 3'-0" 15'-0" 101-1 VESTIBULE (2)3'-0"x8'-0"z1-3/4" C W L PAINT HIM FF 1 14 - 001 PR VI3�^, A N 9-0 4-- � 7�ir 10 1-2 VESTIBULE T-0"x 8'-0"x 1-3/4" C HM/GL PAINT TIMELY FF 2 10 -- 004 STOR./MECH.104 VINYL RB-4 GYP.BD. P GYP.BD. P T� gCllP� PLUMBING 7I 7 102-1 LOBBY (4)3'-O"x 8'-O"x 1-3/4" D IM/GL PAINT HIM FF 1 14 -- 001 JANITOR 105 VINYL RB-6 GYP.BD. EPDXY GYP.BD. P 34 RUN TILE AROUND AND BEHIN MIRROR&ACCESSORIES 4 b FITNESS 106 EXERCISE FLOORING WB-8 GYP.BD. P GYP.BD. P ^�^ 102-2 LOBBY 3'-0"x 8'-0"x 1-3/4" A SC-WD FF-SV TIMELY FF 2 10 002 �{BVIfWe fgJ'�}(3YIY�{;E31;1]fij13fI�fECECTRI L SHEET DwTn _ _ J MEN 107 TILE TILE T.W. EPDXY GYP.BD. P 103-1 OFFICE 3'-0"x 8'-0"x 1-3/4" B SC-WD FF-SV TIMELY FF 2 10 -- 005 36 UNDERCOUNTER SOAP DI E SER DRnwN ev: DG WOMEN 108 TILE TILE T.W. EPDXY GYP.BD. P LL104-1 STOR./MECH. T-0"x 8'-0"x 1-3/4" A SC-WD FF-SV TIMELY FF 2 10 -- 002 �I b t u v, o 7 INSULATE/PROTECT PLUMBIN PIPES,SEE PLUMBING CxecxED BY: JG �? HALL 109 TILE WB-8 GYP.BD. P GYP.BD. P 105-1 JANITOR T-0"x 8'-O"x 1-3/4" A SC-WD FF-SV TIMELY FF 2 10 002 .�f� r 106-1 FITNESS T-O"x V-0"x 1-3/4" B SC-WD FF-SV TIMELY FF 2 10 004 'ROOM FINISH SCHEDULE ABBREVIATION LEGEND L08I�q yBEy6NGSPENSER,S IM AS NEEDED,PROVIDE scnLe: 107-1 MEN T-0"x8'-0"x1-3/4" A SC FF-SV TIMELY FF 2 10 -- 003 EPDXY=EPDXY PAINT P=PAINT RB-6=6"TALL WB-8= /4"x7-1/4 ��S Lb�IF nnTe: 10/23/2018 RUBBER BASEBOARD BASEBO ETILE PRaECT n: 17036 108-1 WOMEN T-O"x8'-0"x1-3/4" A SC-WD FF-SV TIMELY FF 003 T.W.=TILE DOOR SCHEDULE ABBREVIATION LEGEND GYP BD=GYPSUM BOARD WAINSCOTING(SEE RB-4=4"TALL 40 12"x12"WALL TILE SHEET NunnxER ELEVATIONS) RUBBER BASEBOARD A B C D E HIM=HOLLOW METAL FF-SV=FACTORY FINISH STAIN VARNISH TIMELY=TIMELY FRAME 41 4"x12"TILE COVEBASE VINYL GLIDER VINYL GLIDER VINYL SINGLE HUNG VINYL SINGLE HUNG/FIXED FIXED SC-WD=SOLID CORE WOOD DOOR IM/GL=INSULATED HOLLOW METAL DOOR,GLAZED FF=FACTORY FINISH 42 MDF SHELVES WINDOW MULLED UNIT TYPES HM/GL=HOLLOW METAL DOOR,GLAZED 43 BASE,SEE ROOM FINISH SCHEDULE A-4.1 "REFER TO SHEET A-6.2 FOR DOOR HEAD/JAMB DETAILS and HARDWARE GROUP DESCRIPTIONS,REFER TO SHEET A-6.1 FOR SILL DETAILS, UNLESS OTHERWISE NOTED 44 A/C UNIT ON CONCRETE PAD.SEE MECHANICAL L SCALE TNTS 1T 45 LINE OF ROOF ABOVE J Page 50 of 73 r A T B T c T D T E T F , REVISIONS SYMBOL LEGEND DESCRT—ON DATE 5 3 SP. 5 A4.6 Ad.6 SP. 30" 15, 30" 15" A-08 X DETAIL IDENTIFICATION L'L I 2 2 2 __ __ X 1 I I ` / — - X X-X. X ELEVATION IDENTIFICATION 24"x42" 27"x42" OVAL 6 14 MIRROR MIRRO MIRROR 1 o l X owNER 33 33 32 7 1-0 12 11 ❑ XX DOOR DESIGNATION 1 1 1 30 14 6'4" 16 16 7 ro X WINDOW DESIGNATION b O o O.„m;a® _� O m O o0 o XO KEYNOTE LT1 30 18 I 1S 31 30 18 _ 8 1 e 1 M V15" CENTERLINE DIMENSIONWALLLEGEND z 0 27" SP. 24" SP 24" 36" 18" 2'-7%" 15" 30" 15 SP. Z W SP. 30" ® EXTERIOR 2x6 WOOD STUD WALL � O �O O INTERIOR WOOD STUD WALL 'ryj 0.0.0.UU 00 BATH ELEVATION BATH ELEVATION /� POWDER ELEV. nS KITCHEN ELEV. KITCHEN ELEVATION KITCHEN ELEVATION SCALE 3/8"=1'_0" T SCALE 3/8"=1'4, `� SCALE 3/8"=l'-0" SCALE FIRE RATED UNIT PARTY WALL,SEE 3/8"=1'-0" SCALE 3/8"=1'-0" ® DETAIL 1&2/A-5.1 LEGEND IS FOR GENERAL INFORMATION ONLY,REFER TO I n Q Q DESIGNATED DETAILS FOR FURTHER INFORMATION. F-1 FLOOR ROOM FINISH SCHEDULE WALLS CEILING TYPICAL NOTES Q ROOM NAME NOTES NOTE: FINISH BASE MATERIAL FINISH MATERIAL FINISH -SEE DETAIL . DIMENSION TO FACE OF FOUNDATION,FACE Z Q W Q ENTRY LV WB4 GYP.BD. P GYP.BD. P FOR STAIR SECTION OF FRAMING,UNLESS OTHERWISE NOTED ON - REFER TO BUILDING PLANS&ELEVATIONS KITCHEN LV WB4 GYP.BD. P GYP.BD. P P-LAM COUNTERMLE BACKSPLASH 32'-0" 5'-0.. FOR EXTERIOR VARIATIONS&DIMENSIONS. DINING CARPET WB4 GYP.BD. P GYP.BD. P ALTERNATE ALTERNATE - WINDOWS ARE CENTERED IN WALL UNLESS 13'-9" 4'-Z'/z" T-10" 6'-ZY2" '1�4J SEE BUILDING PLANS SEE BUILDING PLANS NOTED OTHERWISE. LIVING CARPET WB4 GYP.BD. P GYP.BD. P CENTER OF 36 37 _ CENTER OF _ 2 STAIRS CARPET WB4 GYP.BD. PARTY WALL ARTY P GYP.BD. P WALL O KEY NOTES �, w # BATH/POWDER VINYL WB4 GYP.BD. P GYP.BD. P P-LAM COUNTER/TILE BACKSPLASH - R&S 'z LAUNDRY VINYL WB4 GYP.BD. P GYP.BD. P P-LAM COUNTER/TILE BACKSPLASH - n DN 1 BASE BOARD,SEE FINISH SCHEDULE W.I.C. BEDROOMS CARPET WB4 GYP.BD. P GYP.BD. P N III 2 LIGHT FIXTURE CLOSETS CARPET WB4 GYP.BD. P GYP.BD. P 34 HALL 3 3/4"MDF SHELVING(PAINT) *ROOM FINISH SCHEDULE ABBREVIATION LEGEND 35 3- 4 4 STANDARD FRIDGE wl ICE MAKER,SEE APPLIANCE �`4 1 Os/' 2'-5" 2'-9" 2'-0 SCHEDULE GYP BD=GYPSUM BOARD P=PAINT VINYL=SHEET VINYL ® C.O. z 5 LOW-BOY WATER HEATER CARPET=BY OWNER WB4=3/4"z3-1/2"MDF BASEBOARD LV=LUXURY VINYL L —_—_ O 9 a 6 TILE BACKSPLASH Eo O O BEDROOM q Iw BEDROOM O° 7 PLASTIC LAMINATE COUNTER TOP w/TILE COPYRIGHT DOOR SCHEDULE 343 ® "/D LANDRY I. w BACKSPLASH 2O18 A4,2 Oq N N 8 KITCHEN ISLAND or PENINSULA,PROVIDE FINISH DOOR FRAME 6 PANEL ON BACKSIDE TO MATCH CABINET FINISH Wa DETAILS o. 5 BATH w BATH 5 9 LINE OF BEAM ABOVE _ ¢ = a 10 DISHWASHER,SEE APPLIANCE SCHEDULE O DESCRIPTION SIZE of 2 m y o O NOTES O7 z A-0.2 o a CA O F Z Z o J [u 0 ul 0 _ a 0 z 11 CHARCOAL FILTER(VENTLESS) N p� o a a �a m = - _____ °° 6 F `o m a MICROWAVE/EXHAUST HOOD,SEE APPLIANCE O DO R&S U ~ U y a SCHEDULE ,m M O CENTER OF _ _ _ _ _ _ _ _ CENTER OF 12 SINK w/GARBAGE DISPOSAL and OFFSET DRAIN U o" l� 1 ENTRY 3'-0"x 6'-8"x 1-3/4" B IM P WD P 15 14 -- w/3'-0"x1'-0"FIELD MULLED TRANSOM 13 STANDARD RANGE,SEE APPLIANCE SCHEDULE PARTY WALL ARTY WALL O ,�, 2 STORAGE T-0"x 6'-8"x 1-3/4" A FBGL P WD P 3 8 -- 14 RAISED PLASTIC LAMINATE BAR — 3 PATIO 8'-0'x 6'-10"z 1-3/4" C FBGLJPW FF 4 9 8'-5/z" 7x_3y2'-L]'_4" 8'-3y" �"� p 15 24"DEEP PANTRY WOOD VENEER CABINET ""1 m 4 BEDROOM 2'-6"x 6'-8"x 1-3/8" A jHCWD P 5 10 -- 2'-0" 37'-0' -0' �y iG i6 PLASTIC LAMINATE COUNTERTOP and EDGE w/4" ••h� �I w O 5 BATH/CLOSET 2'4"z V-8"x 1-3/8" A P 5 10 -- TILE BACKSPLASH 6 CLOSET 4'-0"x 6'-8"x 1-3/8" D P 13 10 -- HARDWARE PER MANUF. 17 STANDARD WASHER and DRYER UNITS,SEE 7 CLOSET 6'-0"x 6'-8"x 1-3/8" D P 13 10 -- HARDWARE PER MANUF. UNIT 'A' UPPER FLOOR PLAN APPLIANCE SCHEDULE.FD BELOW,SEE DETAIL. . 1z/A4.s3 8 HALL T-0"x 6'-8"x 1-3/8" E P 13 10 -- HARDWARE PER MANUF. SCALE 1/4"=1'-0" 18 FLOOR MOUNTED TOILET9 FAU 1'-6"z6'-8"zi-3/8" A P 5 10 -- 19ADACOMPLIANT SHOWER INSERT w/INTEGRATEDGRAB BARS AND BENCH10 LINEN 2'-0"x6'-8"xi-3/8" A P 5 10 -- 'DOOR SCHEDULE ABBREVIATION LEGEND 20 REMOVABLE BASE CABINET AT SINK LOCATION, SEE DETAIL 11/A4.6 P=PAINT WD=WOOD or FRAME HCWD=HOLLOW CORE WOOD 21 ADA COMPLIANT FRONT LOAD WASHER and DRYER Q '~ FF=FACTORY FINISH IM=INSULATED METAL DOOR FBGL=FIBERGLASS 32'-0" 5'-0" UNITS,SEE APPLIANCE SCHEDULE.FD BELOW,SEE "REFER TO SHEET A-6.1 FOR DOOR HEAD/JAMB and SILL DETAILS,UNLESS OTHERWISE NOTED DETAIL 12/A-4.622 ADA COMPLIANT DISHWASHER,SEE APPLIANCE y O GENERAL NOTES: 1.SEE SPECIFICATIONS FOR HARDWARE GROUPS 14 11/p 3-6" 13 6Y: SCHEDULE U r3 M 2.PROVIDE 8"THRESHOLD AT ALL EXTERIOR DOOR LOCATIONS,TO COVER INSULATION THERMAL BREAK 29 3 36 23 ADA COMPLIANT SINK w/GARBAGE DISPOSAL and AND SLAB _ _ _ _ CENTER OF _ OFFSET DRAIN,SEE PLUMBING(INSTALL GARBAGE N O PARTY WALL DISPOSAL AS TO NOT CONFLICT WITH KNEE SPACE SEE y 3 0 0 8 0" SEE SEE _&__ 24 CHARCOAL FILTER(VENTLESS)RANGE v HEU EQ. EQ. EQ. SCHEDULE SC' HED _ 0HOOD/LIGHT,PROVIDE WALL SWITCH,SEE UNIT A.—C PAN. I COPTJ/S IR 39 v PLANS FOR DESCRIPTION 25 ADA COMPLIANT RANGE,SEE APPLIANCE SCHEDULE THH IH 26 ADA COMPLIANT REFRIGERATOR w/ICE MAKER,SEE CO " _ _ 0D p " 35 0 ' PORCH 9 APPLIANCE SCHEDULE �MENSeos o LIVING 2'-7yz' 3'_7" APPLIANCE SCHEDULE 2 A-0.2 1 SIZE&LVARIESAYOUSEETI 27 ADA COMPLIANT FLOOR MOUNTED TOILET xr ❑ ❑ ❑ ❑ 3 � B DG.PLANS I 28 GRAB BARS,PROVIDE SOLID BACKING.SEE DETAIL F.F. ITEM DESCRIPTION/NOTES __ O r•---- TRY 9/A4.6 FOR MOUNTING REQUIREMENTS A B C D E REFRIGERATOR WITH ICE APPROXIMATE SIZE: I o — — RAISED MAKER 30"W x 66"H x 30"D i REFI , - 29 AIR CONDITIONING UNIT ,� GuncE RAISED PANEL FULL GLASS SLIDING BI-PASS POCKET I 0 s nrr on PANEL RANGE 30"WIDE PATIO I o 2 30 TOILET PAPER DISPENSER w/TRANSOM PATIO DOOR I DOOR TYPES 24"WIDE TO FIT UNDER 36" 112$Q.FT i o■HIGH COUNTER z I 0 � RGLASS TUB/SHOWER UNIT fV)� DISHWASHER W 6 SCALE NTS MICROWAVE/CHARCOAL FILTLESS OFFSET SINK DRAIN TO DINING it — FTER � p DER A4 F�JNG .2 N CITY APPROVED LA PEDESTAL S� 5'-0" 3'-0" 2'-0" Ya HP GARBAGE DISPOSAL DWI U O O ..... r^--1 22 T FT. 35 HA LAVATORY 3'-0" 2'-0" 1'-0" RANGE HOOD COMBINATION I 1' l� 4 4 �� � i�f STOR. Reviewed or Code3Eor7aj�jFti1�1FC Acc s DOOR57 SxeETDATA d o ® o COMPLY WITH KNEE SPACE LF WALL @ 36" .F.w/WOOD CAP pRAwN BY: DG io ry N FRONT LOAD STACKABLE POSITION WASHER&DRYER CENTER OF S MUST BE 6INW1�B IWEl DRAIL @ 36"A.F.F. WASHER&DRYER VENT BOX ACCORDINGLY PARTY WALL CHECKED BY: JG K W IL I PRIOR TO FABRICATION OF CABINETRY AND SHELVING s-2" s-o° FOR ALL INSP37 STE�SO ET'FL EOS COT ALLOW L WFOR HEAD SCALE : j W COORDINATE FINAL SELECTED APPLIANCE DIMENSIONS. W ADJUST CABINETRY AND SHELVING DIMENSIONS SHOWN 37'-0" DATE: 10/23/2018 ELI EGRESS EGRESS TEMPERED ON PLANS,IF NECESSARY,TO ACCOMMODATE SELECTED 38 ADA LEARAN E ERQIECT4: 17036 F.F. APPLIANCES REQUIRED CLEARANCES AND SIZES.INSURE 39 R.S.GLULAM POST(STAIN) O O O O O O ALL ADA AND FAIRICLEARANCES ARE SHEETNUMBER MAINTAINED VINYL SLIDER VINYL VINYL VINYL VINYL VINYL UNIT 'A' MAIN FLOOR PLAN SINGLE HUNG CASEMENT CASEMENT AWNING FIXED 512 S.F. A_4.� WINDOW TYPES SCALE 1/4"-l'-0" SCALE NTS L I J— _L J_ J Page 51 of 73 r A T Is T C T p T E T 1 SYMBOL LEGEND REVISIONS 1 1 DESCRIPTION DATE 5 5 A-4.6 12" SP.30" T-6" 21' 24" SP. 12" e DETAIL IDENTIFICATION A 4 6 SP. 30" 15" 30" 24"SP X-X.X I I - 2 - x X x-X. X ELEVATION IDENTIFICATION X 24"x42" 27"x42"I/ OVA owxeR MIRROR MIRROFE ,K4IRROR 11 33 I 33 32 \ 15 XX DOOR DESIGNATION 7 30 7 A4.6 12„ _ OX WINDOW DESIGNATION 16 16 30 O O KEY NOTE ❑ 31 30 18 18 18 8 � �' --- CENTERLINE DIMENSION ❑ WALL LEGEND Z z � SP. 27" SP. 30„ 1 12" 30" 24"SPl "1" 36" 24" 24" 2'-7/2" 15" 30" 15" 1., O EXTERIOR 2x6 WOOD STUD WALL ~O INTERIOR WOOD STUD WALL � O U W BATH ELEVATION BATH ELEVATION POWDER ELEV. OKITCHEN ELEV. KITCHEN ELEVATION (J)KITCHEN ELEVATION a w Uo �+ ^ 4) FIRE RATED UNIT PARTY WALL,SEE V SCALE 3/8"=1'_0. SCALE 3/8"=1'_0" 4 SCALE 3/8"=1'-O" SCALE 3/8"=T-O" SCALE 3/8"=1,_0„ SCALE 3/8"=1'-01, ® DETAIL 1&2/A-5.1 d LEGEND IS FOR GENERAL INFORMATION ONLY,REFER TO W Q DES ROOM FINISH SCHEDULE IGNATED DETAILS FOR FURTHER INFORMATION.2'-0" 32'4' 6'-0" Z 'z a FLOOR WALLS CEILING 5'-5y" 5'-5y" 3'-0° 4'-6Y" 7_9" 6'-3y" TYPICAL NOTES O ¢ O ROOM NAME NOTES Q W FINISH BASE MATERIAL FINISH MATERIAL FINISH - DIMENSION TO FACE OF FOUNDATION,FACE -w 36 37 CENTER OF OF FRAMING,UNLESS OTHERWISE NOTED vl ENTRY LV WB-4 GYP.BD. P GYP.BD. P — — ARTY WALL I REFER TO BUILDING PLANS&ELEVATIONS KITCHEN LV WB-4 GYP.BD. P GYP.BD. P P-LAM COUNTER/TILE BACKSPLASH R&S �(�( 36"x3 R&S - FOR EXTERIOR VARIATIONS&DIMENSIONS. DINING CARPET WB-4 GYP.BD. P GYP.BD. P ——1 Qo BATH O E 15I n ___ - - WINDOWS ARE CENTERED IN WALL UNLESS H W o DN WIC NOTED OTHERWISE. LIVING CARPET WB-4 GYP.BD. P GYP.BD. P 1A/.LC. STAIRS CARPET WB-4 GYP.BD. P GYP.BD. P J # KEY NOTES w 2 BATH/POWDER VINYL WB-4 GYP.BD. P GYP.BD. P P-LAM COUNTER/TILE BACKSPLASH O v 1 _ 35 34 4 ❑ W LAUNDRY VINYL WB-4 GYP.BD. P GYP.BD. P P-LAM COUNTER/TILE BACKSPLASH 17 HALL L——J 1 BASE BOARD,SEE FINISH SCHEDULE z BEDROOMS CARPET WB-4 GYP.BD. P GYP.BD. P 2 LIGHT FIXTURE CLOSETS CARPET WB-4 GYP.BD. P GYP.BD. P 6 AA.3 ® 9 z 3 3/4"MDF SHELVING(PAINT) z u` 4 STANDARD FRIDGE w/ICE MAKER,SEE APPLIANCE 'ROOM FINISH SCHEDULE ABBREVIATION LEGEND �o SCHEDULE GYP BD GYPSUM BOARD P=PAINT VINYL SHEET VINYL - O BEDROOM BEDROOM A _ CARPET=BY OWNER WB-4=3/4"x3-1/2"MDF BASEBOARD LV=LUXURY VINYL 2 Oy 1 9 rl- BATH ❑ v 5 LOW BOYWATER HEATER 6 TILE BACKSPLASH A4.3 5 7 PLASTIC LAMINATE COUNTER TOP w/TILE DOOR SCHEDULE BACKSPLASH F72 0118 KITCHEN ISLAND r PENINSULA,PROVIDE FINISH DOOR FRAME TUB/SHOWER 8 PANEL ON BACKSIDE TO MATCH CABINET FINISH BEDROOM a DETAILS o- - 9 LINE OF BEAM ABOVE a0 10 DISHWASHER,SEE APPLIANCE SCHEDULE _ __ _ O NOTES rn 11 O DESCRIPTION SIZE rG rn rn O - Vl/,I,C, o O w z F z ❑m O 0 II "' NOTE: 11 CHARCOAL FILTER(VENTLESS) IA O E LL SEE DETAIL 2/A-.3. MICROWAVE/EXHAUST HOOD,SEE APPLIANCE NO HLv R&s FOR STAIR SECTION SCHEDULE I` 12 SINK w/GARBAGE DISPOSAL and OFFSET DRAIN M O 00 1 ENTRY 3'-0"x 6'-8"x 1-3/4" B IM P WD P 15 14 - w/3'-0"x1'-0"FIELD MULLED TRANSOM O 13 STANDARD RANGE,SEE APPLIANCE SCHEDULE Q ,4O-", oo oo 2 STORAGE T-0"x 6'-8"x 1-3/4" A FBGL P WD P 3 8 - 5'-9.. m 14 RAISED PLASTIC LAMINATE BAR 3 PATIO 8'-O"x 6-1 O"x 1-3/4" C FBGL P WD FF 4 9 - 2'-0" 11'-0" 16'-0" 11'-0" 15 24"DEEP PANTRY WOOD VENEER CABINET In �I 4 BEDROOM 2'-6"x 6'-8"x 1-3/8" A HCWD P WD P 5 10 - 16 PLASTIC LAMINATE COUNTERTOP and EDGE w/4" �.y •� iG 5 BATH/CLOSET 2'4"x 6-8"x 1-3/8" A HCWD P WD P 5 10 - TILE BACKSPLASH 6 CLOSET 4'-O"x 6'-8"x 1-3/8" D HCWD P WD P 13 10 - HARDWARE PER MANUF. UNIT '13' UPPER FLOOR P LAN 17 STANDARD WASHER and DRYER UNITS,SEE 7 CLOSET 6'-0"x 6'-8"x 1-3/8" D HCWD P WD P 13 10 - HARDWARE PER MANUF. SCALE 1/4" 1 1z/A-0s 642 S.F. APPLIANCE SCHEDULE.FD BELOW,SEE DETAIL oo = '-O" 3 8 HALL 3'-0"x 6'-8"x 1-3/8" E HCWD P WD P 13 10 - HARDWARE PER MANUF. 18 FLOOR MOUNTED TOILET �3 ' tA 9 FAU T-6"x 6'-8"x 1-3/8" A HCWD P WD P 5 10 - 19 ADA COMPLIANT SHOWER INSERT w/INTEGRATED —4 64 V 1 0 U '� M N 10 LINEN 2'-0"x6'-8"x1-3/8" A HCWD P WD P 5 10 - 37'-0" GRAB BARS AND BENCH � `DOOR SCHEDULE ABBREVIATION LEGEND O V 20 REMO ABLE BASE CABINET AT SINK LOCATION,V 17.�., 14'-Oy" 5'-Sy" SEE DETAIL 11/A-0.6 P=PAINT WD=WOOD or FRAME HCWD=HOLLOW CORE WOOD 21 ADA COMPLIANT FRONT LOAD WASHER and DRYER 36 UNITS,SEE APPLIANCE SCHEDULE.FD BELOW,SEE 0 > 10 FF=FACTORY FINISH IM=INSULATED METAL DOOR FBGL=FIBERGLASS CENTER OF PARTY WALL �-I — c3� DETAIL 12IA-4.6 'REFER TO SHEET A-6.1 FOR DOOR HEAD/JAMB and SILL DETAILS,UNLESS OTHERWISE NOTED & 22 ADA COMPLIANT DISHWASHER,SEE APPLIANCE GENERAL NOTES: 1.SEE SPECIFICATIONS FOR HARDWARE GROUPS 4 SCHEDULE N 2.PROVIDE 8"THRESHOLD AT ALL EXTERIOR DOOR LOCATIONS,TO COVER INSULATION THERMAL BREAK ¢OPTS/GTgG $TOR. 23 ADA COMPLIANT SINK w/GARBAGE DISPOSAL and c�1 AND SLAB 7 22 SO FT. OFFSET DRAIN,SEE PLUMBING(INSTALL GARBAGE � ^ _ ("SJI DISPOSAL AS TO NOT CONFLICT WITH KNEE SPACE N O SEE 3 0 ��- $0" SEE SEE 35 �' 24 CHARCOAL FILTER(VENTLESS)RANGE ,Tm HOOD/LIGHT,PROVIDE WALL SWITCH,SEE UNIT SCHE EQ. I-EO. I-EO.�- PATIO R PLANS FOR DESCRIPTION SCHEDULE sc 11z s0.Fr z'aY" ENTRY z [� LIVING KITCHENjk 25 ADA COMPLIANT RANGE,SEE APPLIANCE SCHEDULE 26 ADA COMPLIANT REFRIGERATOR w/ICE MAKER,SEE _ APPLIANCE sG s� sG ❑_ ❑_ °� ❑_ APPLIANCE SCHEDULE _ O F CDPORCH SCHEDULE MEBSEo 66 so.FT. 27 ADA COMPLIANT FLOOR MOUNTED TOILET nacein:c*s ❑ ❑ ❑ ITEM DESCRIPTION/NOTES 3'_6" 28 GRAB BARS,PROVIDE SOLID BACKING.SEE DETAIL F.F. REFRIGERATOR WITH ICE APPROXIMATE SIZE: O 9/A-0.6 FOR MOUNTING REQUIREMENTS MAKER 30"W x 66"H x 30"D 0 O 29 AIR CONDITIONING UNIT A B r.. E DINING RA GE A4.3 n a GuncE RAISED RANGE 30"WIDE 3 A-0.3 1 OWD 30 TOILET PAPER DISPENSER PANEL RAISED PANEL FULL GLASS SLIDING BI-PASS POCKET 24"WIDE TO FIT UNDER 36" T 2 O O q w/TRANSOM PATIO DOOR DISHWASHER ���JJJ��''1 31 FIBERGLASS TUB/SHOWER UNIT n- D OO R TYPES CHARCOAL FILTER HIGH COUNTER - U ----- 22",P��j°ET@�S,IN f y SCALE NTS MICROWAVE/VENTLESS PAN DWT❑❑ J - PPROVEIJAifiakd►IVJ 2'-0" RANGE HOOD COMBINATION 1 r—— - v OFFSET SINK DRAIN TO °° - 34 22"x0"ATTIC ACC S DOOR -0" 1'-0" q 7� ,./,: Y HP GARBAGE DISPOSAL COMPLY WITH KNEE SPACE 4 ❑ ° ° 1 wed for Code fo ff pL sxEET DATn d o Y`Y- FRONT LOAD STACKABLE POSITION WASHER&DRYER p 39 35 HRL WALL @ 36" .F.W WOOD CAP q 71 WASHER&DRYER VENT BOX ACCORDINGLYWASHER&DRYER VENT BOX ACCORDINGLY D¢ BY: DG® _ PLN MUSTBEf3MWffl8HSITEH DRAIL@36"A.F.F.❑ PRIOR TO FABRICATION OF CABINETRY AND SHELVING _—__————_— —— CxecxED Bv: JG w> 37 STEP IN CLOSET F OR TO ALLOW FOR HEAD COORDINATE FINAL SELECTED APPLIANCE DIMENSIONS. FOR ALL INSPEC�`PSsTAIR5,5 ESECTIONS sCALE: >w ADJUST CABINETRY AND SHELVING DIMENSIONSSHOWN 11'-0" 4'-0" 29 12'-0" 5'-0" 6'-0" ON PLANS,IF NECESSARY,TO ACCOMMODATE SELECTED 38 ADA CLEARANCES DATE: 10/23/2018 W EGRESS EGRESS TEMPERED APPLIANCES REQUIRED CLEARANCES AND SIZES.INSURE F.F. w ALL ADA AND FAIR HOUSING CLEARANCES ARE 38'-0" -. STAIN) PRaECT n: 17036 O O O O O O MAINTAINED SHEETNUMBER VINYL SLIDER VINYL VINYL VINYL VINYL VINYL UNIT 'B' MAIN FLOOR PLAN SINGLE HUNG CASEMENT CASEMENT AWNING FIXED 536 S.F. A _/I WINDOW TYPES SCALE 1/4"=1'-O" A 4 SCALE NTS L J J- J Page 52 of 73 r A T B T C T D T E 1 T 1 5 3 Ad.6 SP. SYMBOL LEGEND xavisloNs 5 A4.6 615" 30" L.15" 30" Icsp. DEsC—ON DATE Ad.6 2 2 X-X.X DETAIL IDENTIFICATION X MIRROR 2" 3IRRO 14 ❑ ELEVATION IDENTIFICATION MIRROR 33 1 MIRROR 33 1 ❑ 11 l X%-X. X p-0" 12 ❑ X owxex 7 6'4" 30 16 30 16 14 = O DOOR DESIGNATION 18 - OWINDOW DESIGNATION 31 18 ❑ 31 31 M 18 - - 8 /_ y' XO KEY NOTE a e ` ❑ / 1 ❑ --- CENTERLINE DIMENSION V1 Q a 24" 12" 24" 18" 36" 24" 15" P. SP. 15" 30" 15" 2'-7Yg" 1 1 WALL LEGEND F-, wa EXTERIOR 2x6 WOOD STUD WALL Z 6 BATH ELEVATION (4)BATH ELEVATION 4 BATH ELEVATION 3 KITCHEN ELEV. 2 KITCHEN ELEVATION KITCHEN ELEVATION INTERIOR WOOD STUD WALL o SCALE 3/8"—1'-0" SCALE 3/8"=1'-0" SCALE 3/8"=77 SCALE 3/8"—V-0" SCALE 3/8"—V-0" SCALE 3/8"=1'-0" (A� ®J) FIRE RATED UNIT PARTY WALL,SEE 1� W 32'-6" DETAIL 1&2/A-5.1 '' 2'-0" 29'-0" 1'-6" LEGEND IS FOR GENERAL INFORMATION ONLY,REFER TO c Q ROOM FINISH SCHEDULE (DESIGNATE wl DDETAILSFORFURTHERINFORMATION. I Q 5'-3Y" 3'-3Y" 9'-9Y2' FLOOR WALLS CEILING I4 'z a ROOM NAME NOTES _ _ _ _ CENTER OF PARTY WALL TYPICAL NOTES O d o a FINISH BASE MATERIAL FINISH MATERIAL FINISH �' - - - _�ni --—---1 u cn w - DIMENSION TO FACE OF FOUNDATION,FACE Q ENTRY LV WB-4 GYP.BD. P GYP.BD. P TUB/SHOWER OF FRAMING,UNLESS OTHERWISE NOTED Q KITCHEN LV WB-4 GYP.BD. P GYP.BD. P P-LAM COUNTER/TILE BACKSPLASH REFER TO BUILDING PLANS&ELEVATIONS �� W�-1 _11 r DINING CARPET WB-4 GYP.BD. P GYP.BD. P FOR EXTERIOR VARIATIONS&DIMENSIONS. Q LIVING CARPET WB-4 GYP.BD. P GYP.BD. P OO - WINDOWS ARE CENTERED IN WALL UNLESS AA.46 BATH NOTED OTHERWISE. STAIRS CARPET WB-4 GYP.BD. P GYP.BD. P (�,( R••I/ O BATH/POWDER VINYL WB-4 GYP.BD. P GYP.BD. P P-LAM COUNTER/TILE BACKSPLASH O 17 BEDROOM _ 0 KEY NOTES u 2 LAUNDRY VINYL WB4 GYP.BD. P GYP.BD. P P-LAM COUNTER/TILE BACKSPLASH w BEDROOMS CARPET WB4 GYP.BD. P GYP.BD. P "BEDROOM,' /D r - - 1 BASE BOARD,SEE FINISH SCHEDULE �. CLOSETS CARPET WB-4 GYP.BD. P GYP.BD. P - Oq _ O 2 3/4'MDLIGHT IX7URE 3 3/4"MDF SHELVING(PAINT) 'ROOM FINISH SCHEDULE ABBREVIATION LEGEND 35 34GYP BD=GYPSUM BOARD P=PAINT VINYL=SHEET VINYL 4 STANDARD FRIDGE w/ICE MAKER,SEE APPLIANCE L J SCHEDULECARPET=BY OWNER WB4=3/4"x3-1/2"MDF BASEBOARD LV=LUXURY VINYL 4 145 LOW-BOY WATER HEATER 6 TILE BACKSPLASH DOOR SCHEDULE LINENR&S 7 PLASTIC LAMINATE COUNTER TOP w?ILE COPYRIGHT DOOR FRAME _ _ BACKSPLASH 2O18 KITCHEN ISLAND or PENINSULA,PROVIDE FINISH o- DETAILS 2'-3Yi' 36 5'-8%' PANEL ON BACKSIDE TO MATCH CABINET FINISH it 4 = 2 = �+O NOTES 2-0" 30'-6' 3'-6" 9 LINE OF BEAM ABOVE O DESCRIPTION SIZE x K m R m O O O w Z w Z p m J 10 DISHWASHER,SEE APPLIANCE SCHEDULE m o w? y 1 0 11 CHARCOAL FILTER(VENTLESS) w w MICROWAVE/EXHAUST HOOD,SEE APPLIANCE N 01 UNIT 'C' UPPER FLOOR PLAN SCHEDULE O oo 00 1 ENTRY 3'-0"x 6'-8"x 1-3/4" B IM P WD P 15 14 - w/3'-0'x1'-0"FIELD MULLED TRANSOM SCALE iz SINK w/GARBAGE DISPOSAL and OFFSET DRAIN V DO � 13 STANDARD RANGE,SEE APPLIANCE SCHEDULE 2 STORAGE T-0"x V-8"x 1-3/4" A FBGL P WD P 3 8 - O pp 3 PATIO 8'-0"x 6'-10"x 1-3/4" C FBGL P WD FF 4 9 - V] ctl 14 RAISED PLASTIC LAMINATE BAR bp 4 BEDROOM 2'-6"x 6'-8"x 1-3/8" A HCWD P WD P 5 10 - �y O CENTER OF PARTY WALL _ CENTER OF 15 24"DEEP PANTRY WOOD VENEER CABINET 5 BATH/CLOSET 2'4"x 6'-8"x 1-3/8" A HCWD P WD P 5 10 - - - - - - _______= PARK WALL 16 PLASTIC LAMINATE COUNTERTOP and EDGE w/4" �y •� X 6 CLOSET N-W x 6'-8"x 1-3/8" D HCWD P WD P 13 10 - HARDWARE PER MANUF. TILE BACKSPLASH Q� �y 4. w j 17 STANDARD WASHER DRYER UNITS,SEE �ti O 7 CLOSET 6'-0"x 6'-8 an x 1-3/8" D HCWD P WD P 13 10 - HARDWARE PER MANUF. I o Q APPLIANCE SCHEDULE.FD BELOW,SEE DETAIL 8 HALL T-0"x 6'-B"x 1-3/8" E HCWD P WD P 13 10 - HARDWARE PER MANUF. I DW RA�1GE STOR. 12/A4.6 r O 9 FAU 1'-6"x 6'-8"x 1-3/8" A HCWD P WD P 5 10 - i 0 O O 52 SQ.FT. 18 FLOOR MOUNTED TOILET �3 - '� 3 10 LINEN 2'-0"x6'-8"xi-3/8" A HCWD P WD P 5 10 - DINING i o�D KITCHEN WH 19 ADA COMPLIANT SHOWER INSERT./INTEGRATED I GRAB BARS AND BENCH U M N 'DOOR SCHEDULE ABBREVIATION LEGEND .O Q y O LIVING i 3 REk 20 REMOVABLE BASE CABINET AT SINK LOCATION, O O P=PAINT WD=WOOD or FRAME HCWD=HOLLOW CORE WOOD _ PATIO 2 A-4.4 1 SEE DETAIL 11/A4.6 �j 8 N O 91 SQ.FT. FF=FACTORY FINISH IM=INSULATED METAL DOOR FBGL=FIBERGLASS - � 21 ADA COMPLIANT FRONT LOAD WASHER and DRYER .L 0 'REFER TO SHEET A-6.1 FOR DOOR HEAD/JAMB and SILL DETAILS,UNLESS OTHERWISE NOTED O 1•_0^ UNITS,SEE APPLIANCE SCHEDULE.FD BELOW,SEE > sD U �^] -+ DETAIL 12IA-4.6 G 5'-0" GENERAL NOTES: 1,SEE SPECIFICATIONS FOR HARDWARE GROUPS 13'-" 22 ADA COMPLIANT DISHWASHER,SEE APPLIANCE 2.PROVIDE 8"THRESHOLD AT ALL EXTERIOR DOOR LOCATIONS,TO COVER INSULATION THERMAL BREAK 35 ENT SCHEDULE N AND SLAB ____ _ 23 ADA COMPLIANT SINK w/GARBAGE DISPOSAL and r'r1 OI OFFSET DRAIN,SEE PLUMBING(INSTALL GARBAGE t- O PAN}Ry(/ DISPOSAL AS TO NOT CONFLICT WITH KNEE SPACE ,� N O Up M 24 CHARCOAL FILTER RANGE � ��8�� 9 HOOD/LIGHT,PROVIDE WALL SWITCH,SEE UNIT SEE 3-0, Y' SEE SEE IL StOfl.4C I�I 15 sY" ) V �t EO. EO. EO. �[ 8 - PLANS FOR DESCRIPTION SC' HEU. SCHEDULE SC' HEU O SG 25 ADA COMPLIANT RANGE,SEE APPLIANCE ® 36 w SCHEDULE MHSI� HG mmI171i pin A.4.4 5 `r °6 39 26 ADACOMPLIANT REFRIGERATOR w/ICE MAKER,SEE co U 4 APPLIANCE SCHEDULEsc APPLIANCE SCHEDULE �EHSEo io io io m 27 ADA COMPLIANT FLOOR MOUNTED TOILET WHITE 28 GRAB BARS,PROVIDE SOLID BACKING.SEE DETAIL F.F. ITEM DESCRIPTION/NOTES 29 BEDROOM w 9/A4.6 FOR MOUNTING REQUIREMENTS lk REFRIGERATOR WITH ICE APPROXIMATE SIZE: BATH 3 A B c � E 29 AIR CONDITIONING UNIT MAKER 30"W x 66"H x 30"D y �: ot RAISEDRAISED PANEL FULL GLASS SLIDING BI-PASS POCKET A -------1 O 'm 30 TOILET PAPER DISPENSER PANEL RANGE 30"WIDEw/TRANSOM PATIO DOOR ° I""--•"I H 31 FIBERGLASS TUB/SHOWER UNITDOOR TYPES DISHWASHER 24"WIDETO FIT UNDER 36" OUNTER CHARCOAL FILTER 117_Y 5'-0" 3'-0" 2-O 7v� 7v2 1,-0" RANIGEOHOOD COMBINATION OFFSET SINK TO 11•-9"/VENTLESSO W.I.C. Io E — - eVIAPPROV34�Q2.�� T��N SCALE NTS f IT7A A"A7T[rlc Acc s DOOR 4 7�� 7�f �� forb HFt ALLe@ 36"A .F.W WOOD CAP SHEET DATA Y HP GARBAGE DISPOSAL 3 Lf W d ICI c COMPLY WITH KNEE SPACE ____ �t'q-_ - - o ® N `4 FRONT LOAD STACKABLE POSITION WASHER&DRYER R&S L N MUST BE ONW,It000HSIITEH DRAIL@36"A.F.F. DRAWN BY: DG in WASHER&DRYER VENT BOX ACCORDINGLY CxecxeD BY: JG w> 'r -[7- 37 STEP IN CLOSET F OR TO ALLOW FOR HEAD w I PRIOR TO FABRICATION OF CABINETRY AND SHELVING - pp�,@,s TAIRS,S E SECTIONS scnLe: j W COORDINATE FINAL SELECTED APPLIANCE DIMENSIONS. OE O OE 0 FOR ALL INSPEC�IIJIVJ ADJUST CABINETRY AND SHELVING DIMENSIONS SHOWN 4'-SY" 3'-3Y" 3'-3Y2' 4'-5Y'. E ADA CLEARANCES DATE: 10/23/2018 W EGRESS EGRESS TEMPERED ON PLANS,IF NECESSARY,TO ACCOMMODATE SELECTED F.F. rn STAIN) ERQIECT4: 17036 APPLIANCES REQUIRED CLEARANCES AND SIZES.INSURE 13'A" 21'-0" T-0" 2'-0" O O O O O O ALL ADA AND FAIR HOUSING CLEARANCES ARE SHEETNxMBER MAINTAINED 39'-0" VINYL SLIDER VINYL VINYL VINYL VINYL VINYL SINGLE HUNG CASEMENT CASEMENT AWNING FIXED WINDOW TYPES UNIT 'C' MAIN FLOOR PLAN A-4.4 850S.F. SCALE NTS SCALE 1/4"= I' L J- J- J_ _1 _L J Page 53 of 73 r A T g T C T p T g T 1 SYMBOL LEGEND REVISIONS A4.6 DESCRIPTION DATE q S 6 A 4.6 15" IM. 30" 15"gp. 30" P. A-4.6 DETAIL IDENTIFICATION X-X.X 1 X FE] ELEVATION IDENTIFICATION ED 1 ❑ 33 a2'xa2^ _ X 0—BR F 4 F-T MIRROR 23 28 Iq O DOOR DESIGNATION III 1 19 28 II��� �.. 7 7 e ao WINDOW DESIGNATION zo L--J o0 0 KEYNOTE 8 0 _ _� -J Fi�A �__ �__-- X�� ❑ 27 - _ _ 20 22 m == --❑ CENTERLINE DIMENSION20 30 8 r�i \ \ /❑ WALL LEGEND _= 18" 36" 24" 15" P SP' 15" 30^ 15" 2'_73/" 24" 27 1�� 3 EXTERIOR 2x6 WOOD STUD WALL BATH ELEVATION BATH ELEVATION BATH ELEVATION nS KITCHEN ELEV. KITCHEN ELEVATION KITCHEN ELEVATION INTERIOR WOOD STUD WALL p SCALE 3/8"=1'-0" SCALE 3/8"=1'-0,, v SCALE 3/8"=1'-0" SCALE 3/8"-V-0" SCALE 3/8"=1'-0" ® FIRE RATED UNIT PARTY WALL,SEE p..� W u 32,-6" DETAIL 1&2/A-5.1 '' LEGEND IS FOR GENERAL INFORMATION ONLY,REFER TO W Q ROOM FINISH SCHEDULE 2'-0" 29'A" 6" (DESIGNATED DE TAILS FOR FURTHER INFORMATION. I Ql FLOOR WALLS CEILING 5'-3Yz" 2'-6Yz" 10'-6Yz" ROOM NAME NOTES CENTER OF PARTY WALL TYPICAL NOTES O ¢ 0.4 FINISH BASE MATERIAL FINISH MATERIAL FINISH c� _ - - _ - - Li C/J w DI FRAMING,UNLESS OTHERWISE NOTED MENSION TO FACE OF FOUNDATION,FACE Q ENTRY LV WB-4 GYP.BD. P GYP.BD. P OF TUB/SHOWER W Q KITCHEN LV WB-4GYP.BD. P GYP.BD. P P-LAM COUNTER/TILE BACKSPLASH - - REFER TO BUILDING PLANS&ELEVATIONS DINING CARPET WB-4 GYP.BD. P GYP.BD. P FOR EXTERIOR VARIATIONS&DIMENSIONS. N O _ - WINDOWS ARE CENTERED IN WALL UNLESS Q L?� LIVING CARPET WB-4 GYP.BD. P GYP.BD. P _ Oa m NOTED OTHERWISE. STAIRS CARPET WB-4 GYP.BD. P GYP.BD. P A.qq g BATH BATH/POWDER VINYL WB-4 GYP.BD. P GYP.BD. P P-LAM COUNTER/TILE BACKSPLASH ® III O KEY NOTES u BEDROOM I _ W 2 LAUNDRY VINYL WB-4 GYP.BD. P GYP.BD. P P-LAM COUNTER/TILE BACKSPLASH 1 BASE BOARD,SEE FINISH SCHEDULE z BEDROOMS CARPET WB� GYP.BD. P GYP.BD. P BEDROOM r J 2 LIGHT FIXTURE CLOSETS CARPET WB-4 GYP.BD. P GYP.BD. P 3 3/4"MDF SHELVING(PAINT) *ROOM FINISH SCHEDULE ABBREVIATION LEGEND 34 4 STANDARD FRIDGE w/ICE MAKER,SEE APPLIANCE GYP BD=GYPSUM BOARD P=PAINT VINYL SHEET VINYL 35 --L 5 SCHEDULE CARPET=BV OWNER WB-4=3/4"x3-1/2"MDF BASEBOARD LV=LUXURY VINYL - 5 --- 5 LOW-BOY WATER HEATER O 15 12 6 TILE BACKSPLASH DOOR SCHEDULE (UNIT V ONLY) R&S LINE DN RBS 7 PLASTIC LAMINATE COUNTER TOP w/TILE COPYRIGHT DOOR FRAME L- BACKSPLASH F2O18 1 - 8 KITCHEN ISLAND or PENINSULA,PROVIDE FINISH w DETAILS w 8'-4" 2'-3Y2" 5'-8Yi' PANEL ON BACKSIDE TO MATCH CABINET FINISH x o a 36 9 LINE OF BEAM ABOVE Q 6 0 _ = 3 2'-0" 30'-6" 3'fi O DESCRIPTION SIZE K K rn it m O NOTES o O F z F z 'o m J 10 DISHWASHER,SEE APPLIANCE SCHEDULE o a a < = 11 CHARCOAL FILTER(VENTLESS) MICROWAVE/EXHAUST HOOD,SEE APPLIANCE N 01 UNIT 'D' UPPER FLOOR PLAN SCHEDULE 1 ENTRY 3'-0"x 6'-8"x 1-3/4" 6 IM P WD P 15 14 - w/3'-0"z1'-0"MULLED TRANSOM 467 S.F. iz SINK w/GARBAGE DISPOSAL and OFFSET DRAIN •�--I M O 2 STORAGE T-0"x 6'-8"x 1-314" A FBGL P WD P 3 8 - SCALE 1/4"=1'-0" U 00 13 STANDARD RANGE,SEE APPLIANCE SCHEDULE O � 3 PATIO 9'-0"x 6-10"x 1-3/4" C FBGL P WD FF 4 9 - 29-0" 8'-0" 2'-0" 14 RAISED PLASTIC LAMINATE BAR O -d ^ 4 BEDROOM/BATH T-O"x 6'-8"x 1-3/8" A HCWD P WD P 5 10 - CENTER OF PARTY WALL CENTER OF 15 24"DEEP PANTRY WOOD VENEER CABINET •r�-"1I 5 BEDROOM 2'-6"x 6'-8"x 1-3/8" A HCWD P WD P 5 10 - __ PARTY WALL 16 PLASTIC LAMINATE COUNTERTOP and EDGE w/4" 6 BATH/CLOSET 2'4"x 6'-8"x 1-3/8" A HCWD P WD P 5 10 - MW TILE BACKSPLASH W O 17 STANDARD WASHER and DRYER UNITS,SEE O U 7 CLOSET 5-0"x 6'-8"x 1-3/8" D HCWD P WD P 13 10 - HARDWARE PER MANUF. oJ�(l � RANGE / APPLIANCE SCHEDULE.FD BELOW,SEE DETAIL 8 CLOSET 6'-0"x 6'-8"x 1-3/8" D HCWD P WD P 13 10 - HARDWARE PER MANUF. DW r I I STOR. ) 12/A-4.6 9 HALL 3'-0"x 6'-8"x 1-3/8" E HCWD P WD P 13 10 - HARDWARE PER MANUF. �. O C' � 82 �/l 18 FLOOR MOUNTED TOILET �"3 3 10 PANTRY/LAUNDRY(2)2'-6"x 6'-8"x 1-3/8" A HCWD P WD P 5 10 - DINING j�j WH \� �� 19 ADA COMPLIANT SHOWER INSERT w/INTEGRATED I�'I =•-I V�O GRAB BARS AND BENCH 11 LINEN 1'-6"x 6'-8"x 1-3/8" A HCWD P WD P 5 10 - . 3 I N o0 U LIVING ti REF 20 REMOVABLE BASE CABINET AT SINK LOCATION, 12 CLOSET 4'0"x 6'-8"x 1-3/8" D HCWD P WD P 13 10 - - PATIO A 1 SEE DETAIL 11/A4.6 8 ON p *DOOR SCHEDULE ABBREVIATION LEGEND 91 SQ,FT, I I I 21 ADA COMPLIANT FRONT LOAD WASHER and DRYER ti y P=PAINT WD=WOOD or FRAME HCWD=HOLLOW CORE WOOD 1'-0" �1 UNITS,SEE APPLIANCE SCHEDULE.FD BELOW,SEE 0 > -----+ O DETAIL I2IA-4.6 FF=FACTORY FINISH IM=INSULATED METAL DOOR FBGL=FIBERGLASS ---- - - 22 ADA COMPLIANT DISHWASHER,SEE APPLIANCE *REFER TO SHEET A-6.1 FOR DOOR HEAD/JAMB and SILL DETAILS,UNLESS OTHERWISE NOTED 113 35 SCHEDULE ENT V N h __ __ _ 4 23 ADA COMPLIANT SINK,/GARBAGE DISPOSAL and r'r1 GENERAL NOTES: 1.SEE SPECIFICATIONS FOR HARDWARE GROUPS - I 1 OFFSET DRAIN,SEE PLUMBING(INSTALL GARBAGE � ^ 2.PROVIDE 8"THRESHOLD AT ALL EXTERIOR DOOR LOCATIONS,TO COVER INSULATION THERMAL BREAK ---- ----- l� O - ,- DISPOSAL AS TO NOT CONFLICT WITH KNEE SPACE 3'-0" p AND SLAB �AI�TR�'/ I /D 1 1 I I N u16 3y" I I M 24 CHARCOAL FILTER(VENTLESS)RANGE SEE SEE SEE L-- $TO{tAQ �1 _ HOOD/LIGHT,PROVIDE WALL SWITCH,SEE UNIT EQ. EQ. EQ. 9 I CHE sc SCHEDULE SCHE _ -O =___ PLANS FOR DESCRIPTION 25 ADA COMPLIANT RANGE,SEE APPLIANCE F PF2 ❑ , UNIT1D7 ® 36 SCHEDULE 26 ADACOMPLIANT REFRIGERATOR w/ICE MAKER,SEE INSUL. INSUL. `m APPLIANCE SCHEDULE �-Il APPLIANCE SCHEDULEx ENSEo sc� sc m 4--- v 27 ADA COMPLIANT FLOOR MOUNTED TOILET nacNin;c*s ❑ 171 ITEM DESCRIPTION/NOTES =— - 28 GRAB BARS,PROVIDE SOLID BACKING.SEE DETAIL F.F. ADA COMPLIANT APPROXIMATE SIZE: 3g L T- 9/A-4.6 FOR MOUNTING REQUIREMENTS REFRIGERATOR WITH ICE 30"W x 66"H x 30"D 29 29 AIR CONDITIONING UNIT A B C D E MAKER TYP. O rn BiATH RAISED PANEL RAISED PANEL FULL GLASS XXO SWING BI-PASS POCKET 30"WIDE WITH FRONT 4 °a __ 30 TOILET PAPER DISPENSER •�: GuncE w/TRANSOM PATIO DOOR ADA COMPLIANT RANGE CONTROLS O BEDROOM 11 L�I I� ? DOOR TYPES ADA COMPLIANT 24"WIDE TO FIT UNDER 34" - 31 FIBERGLASS TUB/SHOWER UNIT fry DISHWASHER HIGH COUNTER 22" EAST SlCN CHARCOAL/VENTLESS PROVIDE WALL SWITCH FOR G �4 O i PROVtDA 7BRM�J SCALE NTS RANGE HOOD CONTROL NOTE: 5 2'-O'' 3'-0" 2'-0" 1'-0" OFFSET SINK DRAIN TO FIRSTFLOOR OF THIS UNIT MEETS _ 3a 22^x0"ATTICACC SDOOR 4 Z � >�f �� Ya HP GARBAGE DISPOSAL COMPLY WITH KNEE SPACE - LL >�� > TYPE REQUIREMENTS. UNITS r R vi we for Code fo171p gII[e SHEETDATA FRONT LOAD VENTLESS POSITION WASHER&DRYER 3S HRL WALL @ 36" .F.w/WOOD CAP o m ARE LOCATED IN BLD'G#'s E,P&I. w O H H DRAIL @ 36"A.F.F. DRAWN BY: DG WASHER VENT ACCORDINGLY " -J� L N UST BE f3N'"J�fJB 5'f�E Iy � PRIOR TO FABRICATION OF CABINETRY AND SHELVING CxecxED BY: JG K w COORDINATE FINAL SELECTED APPLIANCE DIMENSIONS. 37 STEP IN CLOSET F OR TO ALLOW FOR HEAD j w I N ADJUST CABINETRY AND SHELVING DIMENSIONS SHOWN O O OE FOR ALL INSPEC�`PSsTAIR5,5 ESECTIONS sCALE: w ON PLANS,IF NECESSARY,TO ACCOMMODATE SELECTED 4'-SY2" 3'-3Y2" 4'-% 38 ADA CLEARANCES DATE: 10/23/2618 Ill EGRESS EGRESS TEMPERED APPLIANCES REQUIRED CLEARANCES AND SIZES.INSURE F.F. m ALL ADA AND FAIR HOUSING CLEARANCES ARE STAIN) PROIECT4: 17036 MAINTAINED 1T-0" 21'-0" 3'-0" 2'-0" O O O O O O 39'-0" SHEETNUMBER VINYL SLIDER VINYL VINYL VINYL VINYL VINYL SINGLE HUNG CASEMENT CASEMENT AWNING FIXED WINDOW TYPES UNIT 'D' MAIN FLOOR PLAN A-4.5 850 S.F. SCALE NTS SCALE 1/4"=1'-0" L J J J Page 54 of 73 r A T B T c T D T E T 0" F , REVISIONS DESCRIPTION DATE TRIM/CROWN MOLDING � RESPONSE k1 9/2&V WNBR 9/26/11 MELAMINE WALL CABINET 2 CHANCES MELAMINE FINISHED ADJUSTABLE SHELVES HEAVY DUTY METAL SHELF STANDARDS OWNER ttPR.VIDE CABINET PULLS SEE INTERIOR ELEVATIONS FOR SEE INTERIOR ELEVATIONS FOR HARDWOOD VENEER STILE CABINET CONFIGURATIONS CABINET CONFIGURATIONSand RAIL CABINET DOORS SOLID BLOCKING @ALL � z CABINET ANCHOR LOCATIONS 7' 1„ PLASTIC LAMIANTE COUNTERTOP TILE BACKSPLASH I-a GRANITE COUNTERTOP TILE BACKSPLASH PLASTIC LAMINATE COUNTERTOP y MELAMINE DRAWER with Z HEAVY DUN DRAWER P-LAM COUNTERTOP MELAMINE DRAWER with = MELAMINE DRAWER with HARDWARE HEAVY DUTY DRAWER HEAVY DUTY DRAWER ^' DOUBLE TOP PLATES - HARDWARE HARDWARE O HARDWOOD VENEER DRAWER FRONTS HARDWOOD VENEER HARDWOOD VENEER O oM0 ------- DRAWER FRONTS DRAWER FRONTS BRACKETS AS NEEDED Uw Q HARDWOOD VENEER STILE d �', �' HARDWOOD VENEER HARDWOOD VENEER STILE x I I and RAIL CABINET DOORS - - STILE d RAIL r `- WOOD STUDS @ 16"O.C. r;" an Land RAIL CABINET DOORS w A Q CABINET PULLS 1 `I CABINET DOORS O CABINET PULLS t z / ' FINISHED z -- CABINET PULLS Q P4 Uj y O ADJUSTABLE SHELVES ? Z MELAMINE FINISHED Z, `B - - MELAMINE FINISHED tO - ADJUSTABLE SHELVES O Q a a w fMELAMINE ADJUSTABLE �@J v �y Or 4 CABINET @ SINK LOCATION SHELVES SHALL BE REMOVABLE, P.T.WOOD SILL PLATE, z Q� n N SEE DETAIL 11/A-4.6 ANCHOR WITH POWDER l/1 ACTIVATED FASTENERS HEAVY DUTY METAL SHELF @ 16"O.C. HEAVY DUTY METAL HEAVY DUTY METAL Q STANDARDS SHELF STANDARDS SHELF STANDARDS BASE,SEE ROOM W FINISH SCHEDULE - BASE CABINET L7] eWJ� a „ Q 3 BASEBOARD,SEE ROOM 3 BASEBOARD,SEE ROOM 3 BASEBOARD,SEE ROOM U 2 FINISH SCHEDULE BASE,SEE ROOM 4" 2'-0' FINISH SCHEDULE 24' FINISH SCHEDULE Fil FINISH SCHEDULE 'z UNIT 'D' CABINET DETAIL CABINET DETAIL CABINET DETAIL 4 SCALE 1"=1' 3 SCALE V=1'-0" SCALE 1"=1'-0" MIRROR,SEE INTERIOR ELEVATIONS MIRROR,SEE INTERIOR ELEVATIONS TACTILE EXIT SIGN: PLASTIC LAMINATE COUNTERTO TILE BACKSPLASH TILE BACKSPLASH MOUNTING HEIGHT-CHARACTERS SHALL BE 48'• COPYRIGHT MINIMUM AND 60"MAXIMUM ABOVE THE �P-LAM COUNTERTOP and EDGE P-LAM COUNTERTOP and EDGE 2018 ADJACENT FLOOR OR GROUND SURFACE, U MEASURED FROM THE BASELINE OF THE HARDW OO D VENEER - SINK,SEE PLUMBING PLANS SINK,SEE PLUMBING PLANS u ' CHARACTERS. DRAWERFRONTS L MOUNTING LOCATION-AT A SINGLE DOOR THE HARDWOOD VENEER r SIGN SHALL BE ALONGSIDE THE DOOR ON THE I w ?` HARDWOOD VENEER SHROUD LATCH SIDE.AT A DOUBLE DOOR THE SIGN STEEL PLATE SUPPORT BV >_ v!I STILE and RAIL F SHALL BE TO THE RIGHT OF THERIGHT-HAND I COUNTERTOP SUPPLIER G� CABINET DOORS w O T BRACE AS REQUIRED r-T O ao DOOR.WHERE THERE IS NO WALL SPACE ON F 1"`l ) 1 FALSE HARDWOOD THE LATCH SIDE OF A SINGLE DOOR OR RIGHT 18" ELECTRICAL OUTLET, w z - DRAIN ASSEMBLY 1, DRAWERCABINET PULLSSIDE OF A DOUBLE DOOR,THE SIGN SHALL BE MIN. SEE ELECTRICAL 00 -- (INSULATE),SEE �- FRONT @ SINK (� DOONTHENEAREST ADJACENTWALL. B MELAMINE FINISHED O rnm PLUMBING PLANS CLEARANCE-18x18"MINIMUM SPACE ON THE ADJUSTABLE SHELVES, (� HARDWOOD VENEER 2 Ow -O CABINET PULLS FLOOR OR GROUND,CENTERED ON THE SIGN, w ALTER SHELF AS NEED CABINET FINISH r @SINKBEYOND THEARCOFANYDOORSWING o h BECAUSEOFELECTRICAL 1" PANEL ~O :,,VENEER ,i O II ro O �—CABINET LOCATION SHALL BE "1 v BETWEEN THE CLOSED POSITION AND 45 uT REMOVABLE,SEE HARDWOOD VENEER BASE,SEE ROOM r DETAIL 11/A-4.6. DEGREE OPEN POSITION. HEAVY DUN METAL II LL STILE and RAIL ,•y �yy O w O FINISH SCHEDULE '"+C, SHELF STANDARDS II CABINET DOORS O _ BASEBOARD,SEE O BASE CABINET - ROOM FINISH BASE CABINET TACTILE SIGN MOUNTING DETAIL - ==J' SCHEDULE 3 BASEBOARD,SEE ROOM 3" RUN ELECTRICAL IN BASE OF 16" 5" FLOOR FINISH TO 3" pp 8 SCALE NTS FINISH SCHEDULE 24" 12" CABINET,INSTALL REQUIRED WALL,SEER OOM 21„ BASEBOARD,SEE ROOM OUTLET INTO FACE OF 21" FINISH SCHEDULE FINISH SCHEDULE CABINET with WIRE MOLD Q V C ISLAND CABINET DETAIL UNIT 'D' CABINET DETAIL CABINET DETAIL 7 SCALE T'=1'-p" SCALE T'=1'-0" 5 SCALE =1'-0' U a7 '0 a r M •--� N O FLOORING AS SPEC. PLUMBING WALL 48" PROVIDE SOLID BLOCKING L SLOPED MORTAR BED METAL CLOSURE TRIM r - BEHIND ALL ACCESSORIES r NAILER @ FLOORING SEALANT TRANSITION FLOORING AS SPEC. _ WALL MOUNTED 39"-41" 1 1/2"DIA.STAINLESS STEEL METAL TRANSITION STRIP SLOPED MORTAR BED MIRROR 12"MAX GRAB BARS,INSTALL PER A.D.A. 42"MIN. LICENSED CARPET TACK STRIP FLOOR DRAIN,CORD..FL ORING A PAPER TOWEL DISPENSER ITECTS FLOOR SHEATHING \ L P INSTALLATION FOR 17"MIN. AN POSITIVE DRAINAGE � 6"MAX. z 1/8-12 1/8-12 8"MIN. 36"MIN. SLOPE SLOPE :1luN 5"MAAll SINK DEPTH LLL---s---*---n----e or: 6 1/2"MAX. A/.AJIG DRINKING FOUNTAIN-FRONT APPROACH CITY WORMED PLANS OPERATION:OPERABLE PARTS SHALL BE OPERABLE w/ONE HAND AND SHALL NOT a / = v FLOOR SYSTEM 30'WIDE X 2T'HIGH REQUIRE TIGHT GRASPING,PINCHING,OR i z z_ vi f Of ode Co / nce 4 =01 SHEET DATA CLEAR KNEE SPACE / NJ m TWISTING OF THE WRIST.THE FORCE n " DRAWN ev: DIG coNnNUE FLOOR, REQUIRED TO ACTIVATE OPERABLE PARTS i - Q _ BE ON O SITE CABINET,AND WALL SHALL BE 5 POUNDS MAXIMUM.THE CREC DBv: JG FINISHES UNDERAND //� BEHIND REMOVABLE / SPOUT SHALL PROVIDE A FLOW OF WATER scAEE: CABINETS // 4"HIGH MIN.TO ALLOW THE INSERTION OF REMOVABLE CABINET A C OR GLASS UNDER THE FLOW OF z WATER CLOSET, DATE: 10/23/2018 FROM AND BOTTOM WATER.UP m I .F--11'MIN. INSTALL PER A.D. TOILErum NAPKIN 1E18" PROTECT q: 17036 SEE PLUMBING FOR DISPENSER,INSTALL DISPOSAL FIXTURE TYPE PER A.D.A. SHEET NUMBER 2 FLOOR DRAIN DETAIL REMOVABLE CABINET DETAIL D.F. DETAIL 9 TOILET ACCESSORIES MOUNTING DETAIL A-4.6 SCALE N.T.S. SCALE UNIT TYPED' N T S 0 SCALE NTS SCALE N.T.S. L Page 55 of 73 r A T B T C T D T E T P 1 NO PENETRATIONS IN ROOF WITHIN COMPOSITE SHINGLES REVISIONS THE FIRST 4'OF FIRE WALL. o/ROOFING FELT o/ICE&WATER SHIELD DEscwPT10N DATE @ EAVES and VALLEYS,SEE ROOF PLAN (1)2"CGC C-RUNNER ARCHITECTURAL COMPOSITE SHI S 1 RESPONSE#rs26/19 o/ROOFING FELT o/ICE&WAT SHIELD 4'-0"MIN.FIRE RETARDANT SHEATHING [ARCHITECTURAL 0"MIN.FIRE RETARDANT SHEATHING wNEa wzenv @ EAVES and VALLEYS, ROOF PLAN 2 CHANGES (1)2"CGC C-RUNNER 4'-0"MIN.FIRE RETARDANT SHEATHIN j N.FIRE RETARDANT SHEATHING CLASS'C'RATE EXTERIOR FINISH 5 TIN MATERIAL(SIDING or STUCCO), SEE ELEVATIONS FOR TYPE and IROOFSHEATHING, LOCATIONS 1 SEE STRUCTURAL FIRE RETARDANT ROOF SHEATHING, SEE STRUCTURAL ROOF SHEATHING, AREA SEPARATION WALLS I I SEE STRUCTURAL w GA FILE NO.ASW 1003 PROPRIETARYt j HOUR Soto 64 STC PRE-ENGINEERED TRUSS TO ALIGN WITH GYPSUM WALLBOARD,STEEL H STUDS FIRE SOUND INSIDE EDGE OF FIRE WALL AS SHOWN, FIRE RETARDANT ROOF SHEATHING, ra Two layers 1'x G SEE STRUCTURAL SEE STRUCTURAL ye proprietary type X gypsum panels inserted between floor and ceiling ti runners with steel H stud between adjacent parrs of gypsum panels. Z CONTINUOU52x BLOCKING w Q' A 3/4"minimum air space must be maintained between steel components and adjacent �yJ naming(as indicated by dashed lines in sketch). BLOWN-IN CELLULOSE ATTIC INSULATION(R-38) /r'.�`'( Q, Sound tested with 2 x 4 stud well faced with 12"regular gypsum wallboard each side of O U 00 assembly and 3 12'glass fiber n stud space on both sides_(NL8) - CONTINUI IUS 2x BLOCKING W O PROPRIETARY GYPSUM BOARD BLOWN-IN CELLULOSE ATTIC q CertalnTsed Gypsum,Inc. 1"PmRcccu Shafiliner TOP PLATE INSULATION(R-38 hic ss: ) ^ O Q Tkne 3 lir F-1 Limiting Height Refer to manufacturer l Approx.Weight 9.5 psi PRE-ENGINEERED TRUSSESML Z I�-1 z a Fin:Test: &1�701,99NK43912. @ 24'O.C. TOP PLATE O Q UL Design U366 1/2"GYPSUM(CEILING)BOARD, E'1 LW Sound Test: RAIL TL00-176,12-6-00 SEE ROOM FINISH SCHEDULE Z Q FOR FINISH PRE-ENGINEERED TRUSSES w a) @ 24'O.C. I•� ^ < tContact the manufacturer for more detailed informati on proprietary products. MINERAL WOOL FIRESTOPPING 1/2"GYPSUM(CEILING)BOARD, F-1 W on E~ SEE ROOM FINISH SCHEDULE fT3 y ALUMINUM BREAKAWAY CLIPS 2x4 WOOD STUDS @ 16"O.C. FOR FINISH F^s71 `�7i MINERAL WOOL FIRESTOPPING /) O U 2 (2)LAYER O 1"TYPE W YPSUM `I�) WALLBOARD L ANELS w ALUMINUM BREAKAWAY CLIPS 2x4 WOOD STUDS @ 16"O.C. z z UNIT - UNIT z (2)LAYER OF 1"TYPE'X'GYPSUM BUILDING WALLBOARD LINEAR PANELS F F F F m w 0 o UNIT UNIT COPYRIGHT y ALUMINUM BREAKAWAY CLIPS 201$ @ 10'-0"o.c. a O O z z w I (2)2"CGC C-RUNNER w r 4 FLOOR SHEATHING SEE cs STRUCTURAL r7 ALUMINUM BREAKAWAY CLIPS w TOP OF SHEATHING (2)2"CGC C-RUNNER t_ o0 FLOOR SHEATHING SEE .ry M O a STRUCTURAL V O oo TOP OF j i:z B OORkTR OF SS - SHEATHING b W O 1/2"GYPSUM(CEILING)BOARD, "��, �y O SEE ROOM FINISH SCHEDULE BOTTOM OF i-I I✓7 Gr O FOR FINISH FLOOR TRUSS .� O RIMBOARD,SEE SHEATHING y O 1/2"GYPSUM(CEILING)BOARD, SEE ROOM FINISH SCHEDULE MINERAL WOOL FIRE-BLOCKING FOR FINISH NOTE:NO PENETRATIONS TO BE A.F.F.` VERTICAL RTICALNGS 8 10'-0" ALLOWED FOR HVAC OR PLUMBING O G RIMBOARD,SEE SHEATHING 2X BLOCKING AND ALUMINUM DUCTS IN THE FIRST 4'FROM THE 4�4/ U BREAKAWAY CLIPS AT V-0"A.F.F. PARTY WALL W � O MINERAL WOOL FIRE-BLOCKING @ 0 ; FLOOR,CEILINGS&10'-0"A.F.F.VERTICAL NOTE:NO PENETRATIONS TO BE 2X BLOCKING AND ALUMINUM � SU- 1/2"GYPSUM BOARD ALLOWED FOR HVAC OR PLUMBING BREAKAWAY CLIPS AT F-0"A.F.F. 4) V1 p DUCTS IN THE FIRST 4'FROM THE �+ M PARTY WALL Gd v 00 cy O 1/2"GYPSUM BOARD UNIT UNIT 7 - UNIT UNIT THICKENED FOOTING AT INTERIOR 2"CGC C-RUNNER w/ xrxaiTs PARTY WALLS,SEE STRUCTURAL POWER-DRIVEN FASTENER @ 24" ne FOR REINFORCING AND SIZE o.c. COLD JOINT,SEE STRUCTURAL PRESSUR THICKENED FOOTING E TREATED 2x4 SILL 2"CGC C-RUNNER w/ PLATE w.SILL SEALER POWER-DRIVEN FASTENER @24" cusc. CONCRETE SLAB,SEE STRUCTURAL PARTY WALLS,SEE STRUCTURAL INTERIOR FOR REINFORCING AND SIZE °"c" FINISH FLOOR COLD JOINT,SEE STRUCTURAL {1 _pRdLLcEAL2RY`v PIA SIC CONCRETE SLAB,SEE STRUCTURAL EgL�2V C lJ r LF11 V J 4 FINISH FLOOR �<!! _- Code C0711f7l1017C2 SHEET DATA REINFORCED CLASS A VAPOR P L -�., a ,_ DRAWN BY: DG BARRIER,SEE WALL SECTIONS ° n IkR,,�,,.e%tom A _ 3.` cxecxED av: JO COMPACTED BASE,SEE WALL SECTIONS J,k �' CEECS SCALE VAPOR RETARDER,LAP AND I ALL ,, Lk-,I 1 ll1 V J DATE: 10/23/2018 SEAL JOINTS ACCORDING TO SPECIFICATIONS,EXTEND OVER PROJECT 17036 TOP OF STEM WALL SHEETNOM COMPACTED BASE,SEE WALL SECTIONS PARTY WALL SECTION PARTY WALL SECTION A-5.1 2 SCALE (2 HOUR FIRE RATED) 3/4"=1'-0.1 SCALE (2 HOUR FIRE RATED) 3/4"=T-0" L J_ Page 56 of 73 r A T E T c T D T E T F , REVISIONS DESCRIPTION DATE EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR I SHEATHING INTERIOR INTERIOR I I RUN WEATHER BARRIER OVER FLASHING FLANGE owNEx INSULATED HEADER HARDBOARD SIDING VAPOR RETARDER 1 I I 26 GA.HEAD FLASHING 2x WOOD FRAMED 2x WOOD FRAMED I VAPOR RETARDER VAPOR RETARDER WALL OR HEADER, WALL OR HEADER, 2x WOOD FRAMED SEE STRUCTURAL SEE STRUCTURAL 2x WOOD FRAMED 2x WOOD FRAMED WALL OR HEADER, SHEATHING I I WALL OR HEADER, WALL OR HEADER, W INSULATION INSULATION SEESTRUCTURAL ': 2 SEE STRUCTURAL T/1 SEE STRUCTURAL l/1 SHEATHING STUCCO SEE PLANS SYSTEM,----, TEM, - GYP.BOARD GYP.BOARD INSULATION INSULATION STUCCO SYSTEM, SHEATHING PRIME TRIM SEE PLANS BUILDING PAPER, I I I [� 1x4 SPACER SEE PLANS WINDOW HEAD 'z BUILDING PAPER, I STUCCO SYSTEM, GYP.BOARD GYP.BOARD SEE PLANS L__ SHIM SPACE ( SEE PLANS 2x4 NAILER BUILDING WRAP, jxl SEE PLANS HEAD FLASHING RUN BUILDING PAPER 3/4"x CAST WOOD OR d MAN F..PERWI O U DOOR-SEE SCHEDULE OVER FLASHING FLANGE MDF CASING RUN FLEXIBLE AAA FLASHING o/ a W Ox HEAD FLASHING PER CAULK/SEALANT FLASHING FLANGE VINYL WINDOW, I- WOOD DOOR FRAME DOOR MANUF. 0 O RUN BUILDING PAPER 3/a"x2-1/2"WOOD OR CAULK/SEALANT SEE SCHEDULE �'�T VINYL SLIDING DOOR OVER FLASHING FLANGE MDF CASING O r-+ CAULK/SEALANT W/SCREEN,SEE SHIM SPACE HEAD FLASHING PER Q SCHEDULE DOOR-SEE SCHEDULE WOOD DOOR FRAME WINDOW MANUF. (/y. � O a VINYL WINDOW W/ SCREEN,SEE Q L>ti SCHEDULE DOOR HEAD DETAIL (qDOOR HEAD DETAIL DOOR HEAD DETAIL WINDOW HEAD DETAIL WINDOW HEAD DETAIL5 SCALE 3"=1'-0" ALE 3"=1'-0" 3 SCALE 3"=1'-0" 2 SCALE 3"=1'-0" 1 SCALE 3"=1'4 O U 2 EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR z EXTERIOR INTERIOR WINDOW,REFER TO INTERIOR INTERIOR SCHEDULE DOOR-SEE SET THRESHOLD IN FLASH&SEAL SHIM SCHEDULE SEALANT WOOD OR MDF SILL. SEE SCHED. DOOR-SEE SET DOOR IN FULL DOOR-SEE SCHEDULE WATERPROOF BED OF SILICONE SCHEDULE y„ CAULKING FLOOR MATERIAL FLASHING PER SCHEDULE WEATHER SEAL WINDOW,REFER TO FLOORING FLOORING WOOD OR MDF SILL COPYRIGHT STUCCO SILL SCHEDULE ZO 1$ CONCRETE SLAB THERMAL BREAK CONCRETE SLAB REFER THRESHOLD 2" 2x4 NAILER CONCRETE SLAB TO STRUCTURAL FLASH&SEAL Y° REFER TO REFER TO CONCRETE L STRUCTURAL STRUCTURAL 2 r FLEXIBLE PAN 2 6 CA FLASHING RUN WEATHER BARRIER N 01 p d dp d 4 = 3/4"x4-1/2"WOOD OVER OVER SILL PLATE pip p p I OR MDF CASING 3/4"x MDF C WOOD V d d 4 p p - 5/4"z5-1/2"PRIME OR MDF CASING O oo INSULATION TRIM WINDOW SILL O ro .M--. OD OO 4 d O C O 4 d I INSULATION FLOOR MATERIAL O O STUCCO SYSTEM, I GYP.BOARD TRANSITION O O O p O G O O O p SEE PLANS QI •.�••y� UNDER DOOR / BUILDING PAPER, VAPOR RETARDER FIBER CEMENT GYP.BOARD •o iG SEE PLANS BOARD SIDING I i-I (Y� ly O � x /�� p --' p VAPOR RETARDER O N SHEATHING 3 •-I � �p 3 INTERIOR SLIDING GLASS DOOR x 10 THRESHOLD DETAIL 9 THRESHOLD DETAIL 8 THRESHOLD DETAIL 7 WINDOW SILL DETAIL 6 WINDOW SILL DETAIL o SCALE 3"=1'-0" SCALE 3"=1'-01, SCALE 3"=1'-0" SCALE 3"=1'-0" SCALE 3"=1'-0., 44 8 oN o O > EXTERIOR INTERIOR I WINDOW,REFER 3M TO SCHEDULE N O EXTERIOR INTERIOR EXTERIOR INTERIOR CIHEDULEEFERTO SEALANT I�1 �J SEALANT 5/4"x5-1l2"PRIME L I TRIM r I DOOR-SEE SCHEDULE STUCCO SYSTEM, HARDBOARD WEATHER SEAL SEE PLANS VAPOR RETARDER THRESHOLD SET IN SIDING FULL BED OF SILICONE FLEXIBLE 2x WOOD FRAMED 2x WOOD FRAMED GYP.BOARD L�E'aEo WALL OR HEADER, CONCRETE SLAB REFER WALL OR HEADER, FLASHING �� SEE STRUCTURAL TO STRUCTURAL THERMAL BREAK SEE STRUCTURAL N+I SHEATHING INSULATION STUCCO SYSTEM, SEE PLANS GYP.BOARD 3/4"x3-1/2"WOOD OR dance BUILDING PAPER, MDF CASING "TRIM BOARD SEE PLANS SIZE TO FIT 1 4 d d d p Q Y"COVE MOLDING CITY A E p METAL TRACK 4 - BI-FOLD DOOR Revie a orC '. [a Ila a 3/4"X2-1/2 WDDD SHEET DATA RUN BUILDING PAPER OR MDF CASING OOO OO 4 p d OO GYP.BOARD PLANS S L �JI� ,lU - Dx^WN BY: D G INSULATION OVER FLASHING FLANGE WOOD FRAME INT.SILL BELOW CHECKED BY: JG ALE SHIM SPACE WOOD STOP FOR ALgY1�l�3`� O DATE:/ TE: SILL BELOW D 10/23/2018 TRANSOM �� �� PxaEAT n: 17036 SHEETNUMBER � DOOR HEAD DETAIL THRESHOLD DETAIL DOOR HEAD DETAIL WINDOW JAMB DETAIL WINDOW JAMB DETAIL A-6.1 15r SCALE 3"=1'-0" 14 SCALE 3"=1'-0., 13 SCALE 3"=1'-0.. 1 SCALE 3"=1'-0" 11 SCALE 3"=1'-0' L J J J Page 57 of 73 A T B T C T D T E T F , REVISIONS DESCRIPTION DATE EXTERIOR INTERIOR RIOR INTERIOR INTERIOR EXTERIOR INTE BUILDING WRAP, II SEE PLANS SHEATHING SHEATHING II WOOD STUDS,SEE PLANS - STUCCO SYSTEM, SEE PLANS STUCCO SYSTEM, INSULATION,SEE PLANS------ o- SEE PLANS BUILDING WRAP, PROVIDE REINFORCEMENT SEE PLANS GYPSUM BOARD,SEE PLANS BRACKET THAT IS COMPATIBLE WITH PROVIDED CLOSER 26 GA.PREFINISHED FLASHING I WOOD HEADER,SEE VAPOR RETARDER VAPOR RETARDER STRUCTURAL FOR SIZE METAL CASING 3x10 HAND HEWN"HEADER" I 2x WOOD FRAMED (STAIN)ANCHOR INTO FRAMING w/(2)GALV.1/4"LAG SCREWS @ WALL OR HEADER, 32"O.C.COUNTERSINK&PLUG 2x WOOD FRAMED LT1 SEE STRUCTURAL III WALL OR HEADER, 26 GA.PREFINISHED) INSULATION ---__ = STRUCTURAL HEADER w SEE STRUCTURAL a FLASHING I GYP.BOARD E_ PREFINISHED STANDARD INSULATION y 3x8 HAND HEWN Z 'KNOCK-DOWN'FRAME HEADER"(STAIN) -- ''�GYP.BOARD Z W ANCHOR INTO FRAMING - w/(2)GALV.1/4"LAG CLOSER WHEN REQUIRED, 26 GA.PREFINISHED FLASHING /i a O SCREWS @ 32"O.C. DOOR,SEE DOOR SCHEDULE SEE DOOR HARDWARE fY, O U po COUNTERSINK&PLUG SCHEDULE 11 U RUN BUILDING WEATHERPROOF SEALANT - (] 1�1 I PAPER OVER LAP WATERPROOFING o/ r FLASHING FLANGE PREFINISHED FLASHING CAULKISEALANT HEAD FLASHING PER HOLLOW METAL FRAME WINDOW MANUF. (` , DOOR,SEE DOOR SCHEDULE O a VINYL WINDOW w/ O w SCREEN,SEE SCHEDULE 3 WINDOW HEAD DETAIL 2 DOOR HEAD DETAIL DOOR HEAD DETAIL Q H SCALE 3"=1'-0" SCALE 3"=1'-0" SCALE 3"=1'4 2 z COMMUNITY BUILDING DOOR HARDWARE SCHEDULE COPYRIGHT 2018 QTY. DESCRIPTION HARDWARE GROUP#001 DOORS:101-1&102-1 4 EA. BALL BEARING PIVOT HINGES wl NON-REMOVABLE PINS cVC 1 EA. LEVER SECURITY LOCKSET M O •rl 1 EA. CLOSER 1 SET WEATHER STRIPS ,.' oo 1 EA. THRESHOLD H 1 EA. HEAVY DUTY FLOOR STOP y o 1 EA. ASTRAGAL @ DOUBLE DOORS ONLY w U WALL PER PLANS F� O "�TF HARDWARE GROUP#002 ~ a �.� EXTERIOR SHEATHING 97 DOORS:104-1,105-1&102-2 «�+ ,r.p 3 ROUGH OPENING In p O 4 EA. HINGES 1 EA. ILEVER LOCKSET,STOREROOM F86 1 EA. WALL STOP O 80 7 2 Cn \ ~y U \ HARDWARE GROUP#003 1 4 \ FLANGE DOORS:107-1&108-1 91 \ 4 EA. BALL BEARING HINGES N V1 INSTALLATION SEQUENCE OF WINDOW FLASHING: 3 \ \ 6 1 EA. LEVER LOCKSET,PASSAGE F75 M t` 1 EA. CLOSER 1.MECHANICALLY FASTENED WEATHER BARRIER. " \ FACE OF GWB JAMB WRAP INTO SILL PLATE AND JAMBS \ \ - 1 EA. WALL STOP 2.CUT HEAD FLAP AT 45°TO EXPOSE 8"OF \ WINDOW,SEE,SSCHEDULE SHEATHING.HOLD FLAP UP FOR INSTALLATION \ I- ON WINDOW AND FLASHING ...1. \ HARDWARE GROUP#004 3.INSTALL FLEXIBLE PAN FLASHING TO COVER THE 16 DOORS:106-1&101-2 ol SLOPED SILL/THRESHOLD,WALL FACE,AND \ \ M EACH JAMB. \ 1 4 EA. HINGES " PAINTED WOOD SILL 4.INSTALL A FLEXIBLE CORNER FLASHING M 1 EA. LEVER LOCKSET,PASSAGE F75 �ncrEincrs 5.INSTALL THE WINDOW(SHIM,PLUM AND CENTER) \ 1 EA. WALL STOP un 6.INSTALL FLEXIBLE FLASHING TO COVER THE 5 FLANGE AND WALL ALONG EACH JAMB AND PAINTED WOOD SKIRT ABOVE THE HEAD AND BELOW THE SILL \ HARDWARE GROUP#005 7.LAY HEAD FLAP OVER FLASHING DOORS:103-1 L rc o 11. WINDOW INSTALLATION DETAIL d INT. WINDOW TRIM DETAIL 4FA BALL BEARING HINGES 5 SCALE N.T.S. T SCALE 1-1/2"=1'-0" EA LEVER LOCKSET,OFFICE F CI 1 A ;AALLSTOP 4 Reviewe Or Lode Compliance SHEET DATA PLANS MUST BE ON JOB SITE DRAWN BY: DG cxecxED B Br: JG FOR ALL INSPECTIONS SCALE: DATE: 10/23/2018 PRO=#C 17036 SHEET M(IBER//� A V/�M.2 L _L J Page 58 of 73 A T B T c D E F REVISIONS ELECTRICAL LEGEND SMOKE DETECTOR NOTES DESC ,I'DN LATE 1 FIRE ALARM IS DESIGN BUILD.FIRE ALARM SYSTEM 1 RESPONSE k1 9/2&19 ® SMOKE DEI=ECTOR AND SUBMITTALS ARE TO BE PREPARED BY THE FIRE z wNER wzenv CHANGES ALARM CONTRACTOR WITH NICET IV CERTIFICATION. LIGHT SWITCH 2 PROVIDE SMOKE DETECTOR AT EACH SLEEPING ROOM AND AT A PONT CENTRALLY LOCATED IN THE $3 THREE WAY SWITCH CORRIDOR GIVING ACCESS TO EACH SEPARATE SLEEPING AREA.SMOKE DETECTORS SHALL $4 FOUR WAY SWITCH RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH OWNER N TELEPHONE JACK BATTERY BACKUP.WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECT SWITCH OTHER THAN REQUIRED FOR OVER CURRENCY PROTECTION.ALL 1 onTn p DATA JACK SMOKE DETECTORS ARE TO BE WIRED TOGETHER ON ONE CIRCUIT AND DESIGNED FOR ALL 0 TELEVISION CABLE DETECTORS TO SOUND IF ONE DETECTOR IS ACTIVATED. o po GARBAGE DISPOSAL 3 SMOKE DETECTORS INSTALLED WITHIN A 20' W HORIZONTAL PATH OF THE KITCHEN SHALL BE DUPLEX OUTLET EQUIPPED WITH AN ALARM SILENCING MEANS OR BE PHOTOELECTRIC TYPE DETECTOR. a — —— cAs SWITCHED DUPLEX OUTLET(TOP ONLY) 4 WI HIIN 3D TECTORS SHALL NOT BE IN 'OF THE BATHROOM DOORS STALLED — R Z _--— __ — crime DUPLEX OUTLET w/GFI 5 SMOKE DETECTORS SHALL NOT BE INSTALLED W WITHIN 3'OF FORCED SUPPLY AIR REGISTERS AND a rveL SHALL BE INSTALLED OUTSIDE OF DIRECT All RFLOW ~/{ a R O SPECIAL OUTLET AS REQUIRED , O Q 6 SMOKE DETECTORS SHALL NOT BE INSTALLED ICI o0 III _ STOR/MECH 3'WITHIN FROM THE TIP OF CEILING FANS CEILING MOUNTED LIGHT FIXTURE (A� U ___ T b` 7 ALL A/V NOTIFICATION DEVICES TO BESYNCHR -a III N` � NIZED AND TEMPORAL CODED 8 PROVIDE UNDERGROUND OUND TO ROUTE W Ca i WALL MOUNTED LIGHT FIXTURE / \ fl k ns s= CONDENSING UNIT LINES TO STORAGE WALL, _ LJ� WALL MOUNTED EXTERIOR LIGHT IIII I \) r w'IY FIXTURE CONNECT TO EACH AIR HANDLER UNIT V] III G ACCORDINGLY a [� 1 i OFFICE LLI I J L �—— 150\1 ❑ LED CAN LIGHT 9 HANDICAP UNITS SHALL MEET ADA REQUIREMENTS 4 _ EGRESS EMERGENCY LIGHT______________ ELECTRICAL NOTES EXHAUST FAN(110 CFM,U.N.O.),__ \4 Lti _YY-—— IT,III P ^ ® FAN/LIGHT COMBO WHERE NOTED 1 CONTRACTOR SHALL MEET ALL THE REQUIREMENTS OF THE 2017 NATIONAL ELECTRICAL CODE, C/� F� 1II INTERNATIONAL RESIDENTIAL CODE,AND LOCAL \ € \ ( ENERGY CODE. W pi O FAN 1/LIGHT OPTION 2 CONTRACTOR SHALL COORDINATE ELECTRICAL 0 L J LOBBY / I WORK WITH LOCAL POWER COMPANY. 3 ALL BREAKERS SUPPLYING MECHANICAL EQUIPMENT z LE \ VV 1 — I I NOTE:AT UNIT'D'OUTLETS TO BE 15"MIN ABOVE FINISH SHALL BE HACR RATED. I\ LL =— / I FLOOR&SWITCHES TO BE 48"MAX ABOVE FINISH FLOOR 4 CONTRACTOR SHALL COORDINATE ELECTRICAL 1�! SYSTEMS INSTALLATION TO AVOID CONFLICTS WITH DUCT WORK/PIPING AND OTHER TRADES. 5 ALL 120V,SINGLE PHASE BREAKERS SUPPLYING CIRCUITS SHALL BE PROVIDED WITH ARC-FAULT r/ l►µY, ——'�—— ,Q / / \ �/ PROTECTION,EXCEPT WHERE NOT REQUIRED AHJ. 6 ALL ELECTRICAL PENETRATIONS IN WALLS,CEILINGS AND FLOORS SHALL MAINTAIN THE FIRE RATING OF / THE ASSEMBLY,PROVIDE FIRE CAULK,FIRE RATEDFOR COPYRIGHT I ----- ---- ------- J REQUIIREDTO MA NTA NEFIRE RAT NGSSS FIXTURE NN WALLSD ETC. S— . 7 TYPE NMC IS ALLOWED FOR CIRCUITING WITHIN LINDIVIDUAL DWELLING UNITS AND COMMON AREAS INCLUDING CLUB HOUSE. 8WALL RECEPTACLES SHALL BE INSTALLED WITH THE FOLLOWING PROVISIONS: N \\ IIII \ \ \I GENERAL ROOMS: O \ \\ O _--_ h __ O(/// I -EVERY12' c L J ��(>--- I IIII -ON ANY WALL SPACE MORE THAN 24"WIDE U O R. oomo \� / HALL �1 "-(\ / IIIII -HALLWAYS MORE THAN 10' O ,b — — _ =1� O \1 ✓Y -ON ANY WALL SPACE MORE THAN 24"WIDE CD BATHROOMS: CD BATHROOMS: p >~ -RECEPTACLES MUST BE GFCI m W V ��� i"IV1 ��� I I ®fII -WITHIN TOF THE OUTSIDE EDGE OF SINK -�� r ,� FITNESS I I BASIN y Qi G 3 I®Fo ®�o I I\ �\ p -NO RECEPTACLE FACE UP ON COUNTER �r3,I KITCHENS: NO RECEPTACLESEXCEPTIONS NSA RE FOR O V U COUNTERTOPS.EXCEPTIONS ARE FOR THE J i PHYSICALLY C7 i ORPENI HANDICAPPED NSU AS WHERE TH AND S NOT POSSIBLE y. O — -------- -------- Ike -ABOVE COUNTERTOPS 12"OR WIDER -NO FACE-UP RECEPTACLESAT � 1"1 _ ———— OR PENINSULAS ST ONE RECEPTACLE FOR ISLANDS N BATH EXHAUST FANS TO BE h COORD.`'b1 $ INTERLOCKED WITH LIGHTS SO III ® w/T o(M�l ATLEASTTWOBRANCHCIRculrsMusH N o THEY RUN WHEN RESTROOM IS —MOUNT rS SUPPLY THE COUNTERTOP RECEPTACLES — � J 9 HANDICAP UNITS SHALL MEET ADA REQUIREMENTS OCCUPIED �e CLUBHOUSE ELECTRICAL PLAN �u SCALE 1/4"=1'-0" 54//,�'J� CITY APPROVED PLANS 4 Reviewed or Code Com„liance r SHEET DATA DRAPLANS MUST BE ON JOB SITE CHECN Y: nG xecicED BY: JG FOR ALL INSPECTIONS SCALE: DATE: 10/23/2018 PROJECT 4: 17036 SHEETNUMBER E-1.1 L J Page 59 of 73 r A T B T C T D T F , REVISIONS Smoke alarms shall beat least 3'away from ELECTRICAL LEGEND ..SCRIPT... - bathroom doorway,unless this would prevent 1 JJ / PAN. I CQ_prs/s7R M 1 I I I Iplacement of a smoke alarm required by ® SMOKE DEI ECTOR �{p I VWH N FPA 72 $ LIGHT SWITCH THREE WAY SWITCH rL— \ ALL --- \ ---- / I�— GAa I t _ Smoke Detector location: g° FOUR WAY SWITCH LIVING ��� t—� 1 Smoke alarms and smoke detectors OWNER /,� TELEPHONE JACK Y -- \ PATIO \ I shall not be installed within 36❑ -- \ \ ----i KITCHE _ \—/PORCH 11 I III I horizontal path from the tip of the G a DATA JACK BEDROOM l� 11'I �\ DINING — blades of ceiling suspended fan. ® TELEVISION CABLE / G PD GARBAGE DISPOSAL al /y DTI oI ILL- / � G AN2IGHT � / / � O � OW R I\ P N V L z Smoke Detector location: / BATH BA �/ � \ w� t `x�io / I ° DUPLEX OUTLET BEDROOM � a OI ¢ Smoke alarms and smoke F W O \ I STOR. SWITCHED DUPLEX OUTLET(TOP ONLY) detectors shall not be W installed within a 36F] DUPLEX OUTLET w/GFI F-( horizontal path from the ® SPECIAL OUTLET AS REQUIRED supply register of a forced air UNIT TYPE 'A' UPPER FLOOR ELECTRICAL PLAN UNIT TYPE 'A' MAIN FLOOR ELECTRICAL PLAN heating or cooling system ¢ O °O " CEILING MOUNTED LIGHT FIXTURE � W �Q SCALE 1/4"=1'-0" SCALE 114"=1'-0^ and shall be installed outside WALL MOUNTED LIGHT FIXTURE W Q of the direct airflow from J� WALL MOUNTED EXTERIOR LIGHT those registers. FIXTURE LED CAN LIGHT W.I.C. �O BATH 151 —1-4 1 1 1 1 1 I'C'-- \\ / -- :v EGRESS EMERGENCY LIGHT __ \ — R315.1 Carbon monoxide vl f� q�✓'C �{DDN _ - WHERE EXHAUST FAN 110 U.N.O. W / � � . alarms.For new m FAN/LIGHT COMBO WHERE NOTED � Q j D STOR-- -- -- \ —' l — A construction,an approved � WW E" DATA HALL \ s® oATA i �I LIVING ® �`_ P° " carbon monoxide alarm shall FANw/LIGHT OPTION n a: t I --�� // 11 be installed outside of each p �\ \ I /—� \ / separate sleeping area in the U 2 I PATIO 11 \ I / \ 1 1 immediate vicinityof w the NOTE:AT UNIT'.'OUTLETS TO BE 15"MIN ABOVE FINISH �r bedrooms in dwelling units FLOOR&SWITCHES TO BE 48"MAX ABOVE FINISH FLOOR DINING \ \ PE G"I\ within which fuel-fired \ BEDROOM wP / 11 appliances are installed and BEDROOM s I Awu�HT OO /// 4- }�y L____J / O OW Rl\ in dwelling units that have -- 01 --PORCH— attached garages.v KITCHEN / Y D L— /oATA NFPA(Chapter 29)Smoke alarms shall not be installed in the following COPYRIGHT — -------r---1 dF1 —————— locations unless this would prevent placement of a smoke alarm. 2018 BEDROOM \ W.I.C. — °GI P� —— 1.lonization smoke alarms shall not be installed less than 200 horizontally —J from a permanently installed cooking appliance. 1 2.1onization smoke alarms with an alarm silencing switch shall not be Ac °1. . eeee —---- ———--——— installed less than 1011 horizontally from a permanently installed cooking appliance. 3.Phot0 electric smoke alarms shall not be installed less than 61 i horizontally O 00 from a permanently installed cooking appliance. rr- 0 UNIT TYPES' UPPER FLOOR ELECTRICAL PLAN UNIT TYPE 'B' MAIN FLOOR ELECTRICAL PLAN o 1- o M SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" � C5 � o w ,—I a� a � �.o 3 G/ _ STOR. U °p BATH \\ --��/ I DINING O FAN&IGHT \\ I w� o U o O � O BEDROOM KIIICHEN cfi m PULL CHAIN w ®WIG �Y PATIO t\ I LIVING BEDROOM\\\ / / ❑ \ I \�� \\\ ----'I I �F /— // wP U m � F�� 4] wPF 3 11 Up DATA 15 ® /'I II g 1 I I I I I I I I DP aA 15 CA ® A PORCH ® ® Y oATA L— ❑ — D / UtENSIFT II IITI WHH AG oAa=® /h _ II BEDROOM I / I I / A� � II Ili LiA.e Im. BEDROOM I\�"" ATH C\ / BATH, _ O CITY APPROVED PLAN o 4 U Reviewed for Code Complian / S=DATA W.I.C. ANS MUST BE ON JOB I FI' "G " Da DRAWN BY: DG CHECKED BY: JG - SCALE: J DATE: 10/23/2018 —` AInTF c"G I INIIT Y-'cnR rnnnol FT NIT ELECTRICAL PLAN I PROJECT#: 17036 �1 UNITTYPE 'D' SHEET M MBER UNIT TYPE 'C' UPPER FLOOR ELECTRICAL PLAN UNIT TYPE 'C' MAIN FLOOR ELECTRICAL PLAN PARTIAL ELECTRICAL PLAN E-1.2 SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" L _L _L _L J Page 60 of 73 r A T B T C T D T E T F , REVISIONS S T R U C T U R A L N 0 T E S OESM­ON DATE GENERAL: If. It shall be the responsibility of the soils testing laboratory to:determine topsoil and excavation stripping 1. Unless noted otherwise,all work shall conform to the requirements of the 2015 International Building Code and 2015 depth;inspect all subsoil exposed during stripping.Site grading,and excavation operations;approve fill LUMBER: International Residential Code.It is the Contractor's responsibility to verify all existing conditions at the job materials;perform density tests of fills to ensure placement per specification requirements;inspect foundation- 1. Sawn lumber for joists,etc.(2x6 or larger)=No.2 Doug Fir Larch. site,and to fully coordinate all dimensions and conditions of details with other disciplines.Any field conditions bearing surfaces. 2. Sawn lumber for joists,etc.(2x4 or smaller)=No.2 Doug Fir Larch. requiring construction that is different from that shown on the plans shall be brought to the attention of the Architect. 12. Step footing,where required shall be placed,at a ratio of one(1)vertical to two(2)horizontal with a maximum 3. Sawn lumber for wall plates=No.2 Doug Fir Larch. Any conflicting details shown in the drawings shall be brought to the attention of the Architect prior to the construction vertical step of 2'-0"unless noted otherwise. 4. 2xSluds=Stud Doug Fir Larch. of said detail.Do not scale drawings. 13. Inundation and long term exposure of bearing surfaces,which will result in deterioration of bearing formations, 5. Posts,stringers and beams=No.1 Doug Fir Larch. 2. All support of construction loads shall be the responsibility of the Contractor.All shoring and bracing required shall be prevented.Footing shall be placed immediately following footing excavations and bearing surface 6. Provide solid bearing posts under all truss girders and beams,the minimum width of the posts shall be the width of the girders for the protection of the life and property during the construction process shall be the responsibility of the inspection. and beams. pEx Contractor.All procedures of soil excavation,backfill,and support of adjacent property during earthwork shall 14. All fill materials shall be free of organic contamination and other deleterious matter. 7. Roof ply/OSB=15/32"CDX,32/16 APA Rated unblocked,provide one H Clip per span minimum,unless noted otherwise in be the responsibility of the General Contractor. 15. For backfill against grade beams,etc.Place in 8"thick layers,with each lift compacted at near optimum moisture plans. 3. All dimensions indicated on plans shall be to face of studs,face of concrete block,face of rough concrete, content,until a minimum in place density of 95%of the maximum density as determined by ASTM test procedure D-1557 If roof is blocked,install blocking and do not install H Clips. 1 centerline of columns,bottom of metal deck,and top of slab,unless noted otherwise.Refer to Architectural is achieved. 8. Floor ply/OSB=23/32"COX Tongue and Groove,48/24 APA Rated unblocked,see also Diaphragm Schedule. drawings for all dimensions not indicated on structural drawings. 16. Notify structural and geotechnical Engineer of any unusual soil conditions that are in variance with the soils report. 9. Roof nailing=8d at 6"o.c.all supported edges,12"o.c.in field,see also Diaphragm Schedule. 4. Work these drawings with architectural,mechanical,and electrical drawings. 17. See Geotechnical report for building pad preparation. 10.Floor nailing=1 Od at 6"o.c.all supported edges,12"o.c.in field,see also Diaphragm Schedule. 5. The fallowing design criteria shall be enforced: 11.Wall ply/OSB=3/8"CDX,24/0 APA Rated. A. Roof Live Load: 20 PSF CONCRETE(CAST IN PLACE): 12.Wall nailing=8d at 6"o.c.edges and 12"o.c.in field with blocked ply/OSB edges as noted in plans.See also Shearwall W B. Roof Snow Load: 1. All concrete materials shall comply with the standards specified in the latest edition of the ACI 318 and IBC building code. Schedule. z Snow Risk Category: II(Categories I,11,III,IV) Each mix design shall be established in accordance to chapters 3&5 of ACI 318 and IBC and submitted to the Engineer at least 13.All ply/OSB nailing shall be 3/8"minimum from panel edges.Provide 1/8"spacing between panel edges by means of nails or Snow Importance Factor: 1.00(Risk 1=0.80;11=1.00;III=1.10;IV=1.20) 2 Simpson now L P = P F weeks prior to the placement of concrete. PSCL sheathing clips. V.roundS oad a 1. S p p g p Exposure Factor: Ce=1.0 2. For quality control(if special inspection is not required)concrete testing shall be performed by an approved independent 14.All nailing shall,at a minimum,meet the requirements of IBC Chapter 23 Table 2304.9.1 Fastening Schedule. Z Thermal Factor: Ct=1.0 testing laboratory.The testing agency shall test(4)cylindem from each class of concrete used each day.A minimum of(1) 15.All nails are to be common nails unless noted otherwise.All staples are 7/16"crown x 1-3/4"long unless noted otherwise.All Slope Factor Cs=1.0 sample must be taken from each 50 cubic yards of concrete.Also,a minimum of(1)sample must be taken from each 15,000 nails and W Flat Roof Snow Load: Pf=25 PSF square feet of concrete(single sided surface area)for walls or slabs. staples shall conform with IBC Chapter 23,Section 2303.6. Z ~O Sloped Roof Snow Load: Ps=25 PSF 3. All concrete shall develop a minimum compressive in 28 days as follows: 16.Follow manufacturer's recommendations for all Simpson,or equal,connections.All connectors shall conform to IBC Chapter 23, tv1 C. Floor Live Load: 40 PSF Location Special Slump Aggregate Compressive Section 00 D. Corridor/Stair Live Load: 40 PSF Inspect. (max) (max size) Strength(PSI) 2303.5. (, E. Roof Dead Load: 15 PSF Footings No 3 1"dia. 3500 17.Glu-Lam beams: F. Floor Dead Load: 20 PSF Stem Walls No 3 1"dia. 3500 a. Simple span members combination 24F-V4 DF/DF. �I•� �+ 6. Wind Forces: Interior Slabs No 3 3/4"dia. 3500 b. Continuous span members combinations 24F-V8 DF/DF. Wind Risk Category: 11(Categories I,11,111,IV) Exterior Slabs No 3 3/4"dia. 4000 c. Provide minimum camber radius of 2,000 ft.for 1-1/2 times the supported dead load if camber is specified in the Construction Wind Speed,3 Second Gust: V3S=115 MPH(Risk 1=Fig.26.5-1 C;ll=Fig.26.5-1A;III&IV=Fig.26.5-1 B) Slump based upon NO additives.Contractor shall be responsible for maintaining required strength. Documents. ^ (] Wind Exposure Category: B(Surface Roughness B,C&Of 4. All concrete shall have the following maximum water cement ratios: 18.Trus-Joist/i-Level products: Roof Net Uplift Due to Wind: 10 PSF(Minimum=5psf WSD,8psf USD) Compressive Nan-air Entrained Air Entrained Floor Slabs a. Roof joists shown as TJI etc.shall be designed for the loads specified and shall conform to Tms-Joist specification.Main ,�- Wind-Force Resisting System:(Factored-Multiply by 0.6 for WSD).Based on ASCE-7 Directional Procedure, Strength b. Joists exceeding 24'in length shall be cambered to a standard radius of R=2250. a MWFRS-Chapter 27,Part 2.Simple Diaphragm Buildings as defined in Section 26.2. 3,500 PSI 0.60 0.50 0.45 c. Any alternate joist system(s)shall be the same depth and load carrying capacity as the Trus-Joist system shown on the For all other structures use Chapter 27,Part 1. 4,000 PSI 0.57 0.48 0.45 drawings. A. Wall Pressures;(Minimum=1Opsf WSD,16psf USD) 5,000 PSI 0.50 0.40 0.45 d. Camber shall not exceed Trus-Joist maximum camber for commercial Parallams.Camber is specified in Construction Ph: Total=17.4 PSF;Windward=16.1 PSF; 6,000 PSI 0.45 0.40 0.45 Documents. V 1 W Q Po: Total=16.4 PSF;Windward=15.2 PSF; 5. Minimum Cement content=500#/YD.Concrete Exposure=F1,SO,PO&C1. e. Micro Lam Products shall conform to the following values: Ph&Po; Leeward=-8.1 PSF;Side=-14.5 PSF;Internal=+/-3.4 PSF; 6. When special inspection is required by design,such special inspection shall be in conformance with Special Inspections ��\\ Q B. Roof Pressures; section.When special inspection is not required,higher concrete strengths have been specified for quality control. Microllam LVL; Parallam PSL; Timberstrand 1.3 LSL(3 1/2"Wide Headers); H f� W Load Case 1: Zone 1=-10.4 PSF;Zone 2=-13.0 PSF;Zone 3=-20.0 PSF;Zone 4=-17.8 PSF;Zone 5=-14.6 PSF 7. Any concrete that fails to meet specifications shall be removed and replaced at the expense of the Contractor. E=1.9E6 psi E=2.OE6 psi E=1.3E6 psi LL77]] Load Case 2: Zone 1= 8.2 PSF;Zone 2=-6.2 PSF;Zone 3= 0.0 PSF;Zone 4= 0.0 PSF;Zone 5= 0.0 PSF 8. The Contractor shall be responsible for the construction,design,placement and removal of all formwork.All shoring Flo=2600 psi Flo=2900 psi Flo=1700 psi =7 C. Overhang Pressures; during placement of concrete is the sole responsibility of the Contractor. Fc per 750 psi Fc per 750 psi Fc per 680 psi WW O Povh; Zone 1=7.8 PSF 9. Provide 5%(+1%)air entrainment in all concrete exposed to the weather. Fc par=2510 psi Fc par=2900 psi Fc par=1400 psi U Povh; Zone 3=15.0 PSF 10. All concrete work shall conform to the latest edition of ACI 117"Standard Specifications for Tolerances for Concrete Fv=285 psi Fv=290 psi Fv=400 psi W 2 Components and Cladding:(Factored-Multiply by 0.6 for WSD).Based on ASCE-7 Directional Procedure,C&C Chapter 30, Construction and Materials." Part 4.Enclosed Buildings as defined in Section 26.2. 11. Veneer anchors="Duro-O-Wall"Duro-O-Eye or equal in first and second joints above and below openings and at 16"on center Timber Strand 1.55 LSL(1 3/4"&3 1/2"Wide Headers) A.Wall and Roof Pressures; elsewhere. E=1.55E6 psi Effective Wind Area=10psf; Fb=2325 psi Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 CONCRETE REINFORCING: Fc per=800 psi Load Case 1 -22.6 -38.0 -57.1 -24.5 -38.0 1. All reinforcing bars shall conform to ASTM A-615 or ASTM A-706#4 bars and larger grade 60,stirrups grade 60,Fy=60,000 PSI Fc par=2050 psi Load Case 2 13.0 13.0 13.0 22.6 20.7 min.,#3 Fv=310 psi bars and ties grade 40,Fy=40,000 PSI min.,unless noted otherwise.Bars shall be tied secure prior to placement of concrete 19.Premanufactured Trusses Effective Wind Area=500psf; to maintain proper placement after concrete is in place.Lap all bars per Chapter 12 of ACI 318 unless noted otherwise. a. Truss Loading: Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Splice bars only where shown on plans or in accordance with Item#3 below. Top Chord D.L.=10 PSF. Load Case 1 -20A -30.4 -45.7 -19.6 -22.8 2. Maintain the following concrete coverage for concrete reinforcing: Bottom Chord D.L.=5 PSF. Load Case 2 11.7 11.7 11.7 15.8 14.5 Unformed surfaces in contact with earth.........3" Top Chord L.L.=20 PSF,S.L.=25 PSF.(See Snow Drifting Diagram in plans) B.Roof Overhang Pressures; Formed surfaces in contact with earth...........2" Bottom Chord L.L.=0 PSF. COPYRIGHT Effective Wind Area=10psf; Formed surfaces exposed to outside weather......2" b. Member Properties: 2018 Povh Zone 2 Povh Zone 3 Ps Zone 4 Ps Zone 5 Slabs and walls not exposed to weather......1 1/2" Chords shall be#2 Douglas Fir or better. Load Case 1 -38.0 -65.7 -24.5 -38.0 Clear distance between bare.....................2"U.N.O. Webs shall have minimum Modules of Elasticity of 1,500,000 psi. Load Case 2 13.0 15.0 22.6 20.7 3. All work,detailing,fabrication and placing of reinforcing bars,unless otherwise noted,shall conform to the latest edition c. All truss blocking shall be provided by the truss manufacturer and constructed with approved plates. of the ACI 318,"Building Code Requirements for Structural Reinforced Concrete",the latest ACI"Detailing Manual"and the IBC J. Truss manufacturer shall verify all truss dimensions,accounting for tolerances,connections,and splice requirements. Effective Wind Area=500psf; International Building Code. a All truss connections design shall be the responsibility of the truss manufacturer.Truss manufacturer shall design Povh Zone 2 Povh Zone 3 Ps Zone 4 Ps Zone 5 4. No tack welding for reinforcing in the field will be permitted. all truss connections for loads shown in Structural Notes,Construction Documents and as required by governing codes. V] Load Case 1 -38.0 -65.7 -24.5 -38.0 5. Shop drawings of all bars and locations shall be submitted to the Structural Engineer for review prior to fabrication. f. Truss profiles shown are representations of possible configurations of web locations and member sizes. fy N 01 Load Case 2 13.0 13.5 15.8 14.5 6. Normal weight concrete shall have a unit weight of 145 to 155 pounds per cubic foot.Use of calcium chloride is not Truss manufacturer shall submit shop drawings for approval in accordance with IBC Chapter 23,Section 2303.4.1. All �'•t O permitted in any concrete mixes.All other additives and admixtures must have the written approval of the Engineer. trusses shall be designed by a registered Professional Engineer and all shop drawings shall be stamped and signed by a M O 7. Seismic Foces: 7. Provide foundation and footing corner and intersecting reinforcing to match the horizontal reinforcing,in same bar size registered Professional Engineer in the State of Idaho.Shop drawings shall be submitted for approval prior to construction. •V 00 Seismic Risk Category: 11(Categories 1,11,111,IV) and appropriate code required lag splice. g. Truss manufacturer shall provide proof of approved third party inspection as required by IBC Chapter 23,Section 2303.4. O ,>-1 o0 Seismic Importance Factor: 1.00(Risk 1=1.00;11=1.00;III=1.25;IV=1.50) 8. Welded wire mesh reinforcing shall conform to ASTM A-185 and be furnished in flat sheets,unfinished.Lap mesh 8 inches h. Each truss shall be marked with the following information: Spectral Response Coefficient: SDS-0.226 minimum.Use as noted in the plans. a. Manufacturer's identity. Spectral Response Coefficient: SDI=0.129 9. Fibermesh fibers are collated fibrillated polypropylene olefin fibers or equal 3/4 inch in length.Fibermesh Fibers shall b. Design load. � �"y O Site Class: D be added to the concrete mix at a minimum rate of 1.5 pounds(0.1 percent by volume)per cubic yard of concrete.The c. Truss spacing. •r••1 Seismic Design Category: B dosage shall not exceed 15 pounds per cubic yard.Use as noted in the plans. I. Design trusses for loads shown in the Construction Documents as noted.Design trusses for loads due to other design �y . iG Residential Seismic Design Category: B professionals including but not limited to Mechanical and Electrical equipment,HVAC equipment,etc.Design trusses for 0 cG Seismic Force Resisting System: Bearing Wall MASONRY: loads due to other trades including but not limited to Fire Supression,Specialty Flooring,etc. -v O k' U Design Base Shear: Per IBC&IRC 1. All masonry work shall be in accordance with the current edition of ACI 530-"Building Code Requirements For Masonry 20.Brick veneer to be anchored to stud walls with 22 ga.x 1"nominal anchors at V-4"o.c.,both vertical and horizontal. rr--I� ,_, 00 y Analysis Procedure: Equivalent Force Structures"and IBC. P-1 '--' 8. Load combination for Allowable Stress Design(1605.3.2:Alternative Basic load Combination) 2. Concrete masonry units ASTM C90,medium weight.Linear shrinkage not to exceed 0.065%. DEFERRED SUBMITTALS a) t`p s 3 D+L+(LR or S or R) 3. HI-R concrete masonry units ASTM C90,medium weight.Solid grout all HI-R CMU.Linear shrinkage not to exceed 0.065%. The following list of deferred submittals shall be submitted to Architect/Engineer for review in accordance with 3 ;O 2 D+L+0.6(wW) HI-R H Expandible IBC Chapter 1,Section 107.3.4.1. -il r� r�aah� D+L+0.6(wW)+S/2 Ploystyrene foam insert as per ASTM C578,Type X. V D+L+S+0.6(wWu2 4. HI-R CMU bond beams with horizontal anchors shall not have insulation inserts and shall be solid grouted. Pre-Engineered Trusses O �..i U D+L+S+E/1.4 5. F'm=1500 PSI. Engineered Wood Products 0 V oo 0.9 D+E/1.4 6. Grout fc=2000 PS 1. F•LI V 12 N O Where wind loads are calculated in accordance with Chapter 26 of ASCE 7,the coefficient w in the above 7. Mortar type S. SPECIAL INSPECTION ..i formulas shall be taken as 1.3.For other wind loads w may be taken as 1.0.Flat roof snow loads of 30 psf or less 8. Masonry reinforcement ASTM A615,grade 60. Special Inspection,as specified in Chapter 17,Sections 1704&1705 of the IBC,is required as noted for the items on sheets S-0.1A 0 need not be combined with seismic loads.Where flat loads exceed 30 psf,20 percent shall be combined with seismic loads. 9. Reber ASTM 615,grade 60. and S-0.1B. U As an alternate to the combinations above,the basic load combinations of IBC Section 1605.3.1 may be used. 10. Minimum rebar lap=48 bar diameters. The Contractor shall provide a minimum of 48 hours notice to Special Inspector prior to inspection. '� h 9. Load combinations and Factors for strength design. 11. Use running bond except as noted. �1 N 1.4(D+F) 12. There shall be a minimum of(1)#4 on all sides of and adjacent to,every opening which is less than 48"in both directions. 1.2(D+F)+1.6(L+H)+0.5(LR or S or R) Where the opening is 48"in either direction,a minimum of(1)#5 bar shall be used;and such bars shall extend not less than i•N M 1.2(D+F)+1.6(LR or S or R)+(11*L or 0.5W) 24"beyond the comer of the opening. 1.2(D+F)+1.OW+fl*L+1.61-1+0.5(LR or S or R) 13. Minimum joint reinforcement lap=12 inches. N O 1.2(D+F)+1.0E+fl*L+1.6H+f2*S 14. All cells containing reinforcement shall be filled solidly with grout.Grout shall be a workable mixture suitable for pumping .-. 0.9D+1.OW+1.6H without segregation and shall be thoroughly mixed.Grout shall be consolidated by puddling or mechanical vibration during 0.9(D+F)+1.0E+1.6H placing L fl=1.0 for floors in places of public assembly,for live loads in excess of 100 psf and for parking garage live and reconsolidated after excess moisture has been absorbed,but before workability is lost.The grouting of a wall shall be r loads. completed in one day with no interruptions greater than one hour. fl-0.5 for other live loads. 15. All reinforcing shall be placed prior to grouting.Vertical reinforcing bars shall be held in position at the top and bottom and f2=0.7 for roof configurations that do not shed snow off the structure. at intervals not farther apart than 200 bar diameters. ol f2=0.2 for other roof configurations.See also IBC Section 1605.2 Exceptions. 16. All concrete masonry walls shall be reinforced as follows unless otherwise noted on the plans:Vertical Bars:(1)#5 at 32"o.c. 10. Components and cladding;Use the most stringent wind load obtained from code and the project specification;at a minimum plus added bars at wall corners,intersections,ends,etc.as shown.See also Wall Reinforcing Schedule. use 10 PSF.Cladding manufacturer shall consider increase pressure coefficients at building corners,eaves,and rakes. Horizontal=(1)#6 bars each floor or roof level,at first course above and below any openings and at 4'-0"o.c.plus any added bars shown,plus 9 gauge joint reinforcement at 16"o.c.maximum.Provided additional bond beams with(1)#6 bars at roof and FOUNDATION: elevated 1. Followed recommendations from soils investigation report prepared by Material Testing and Inspection,Inc.#T1800209 floor elevations and at top of walls.See plans also. dated 6 April 2018. 17. There shall be a minimum of 1"of grout all the way around all anchor bolts. 2. Minimum frost depth to bottom of footing from ground surface=24 inches. 18. For grout pours exceeding(5)five feet in height,use clean outs and comply with ACI 530.1/ASCE 6/TMS 602. 3. Maximum foundation soil bearing pressure used=1500#/SF. 19. For temperatures below 40 degrees Fahrenheit meet the Cold Weather Construction requirements of IBC Section 2104.3. 4. Backfill shall be compacted to 95%of Modified Proctor Density in accordance with ASTM D-1557. 20. For temperatures above 90 degrees Fahrenheit meet the Hot Weather Construction requirements of IBC Section 2104.4 and 5. Prior to construction,remove all construction debris,surficial fill,and topsoil at all pavement,sidewalk ACI 530.1. and building areas,and replace with structural fill,see soils report for specific requirements. 21. Brick veneer anchors="Dur-O-Wall"Dur-O-Eye or equal in first and second joists above and below openings and at 16"o.c. CITY APPROVED �n n p O\/C D PLANS 6. All footings shall be poured in neat excavated trenches.Trenches shall be approved by inspector prior to elsewhere. C 1 ii AP r f� V C placement of concrete at locations where structural fill is required,fill shall be placed in 6"lifts 4 and compacted at optimum moisture content.Refer to soils investigation for depth and extent of structural STRUCTURAL AND MISCELLANEOUS STEEL: ReVleWed fOf Code Cvm lianee fill. 1. All steel work shall conform with AISC specifications and IBC. S=DATA 7. The Contractor shall familiarize himself with the survey and the subsurface investigation report before 2. Plates,angles and channels,ASTM A36. ntawN BY DG starting construction.All foundation work shall be in accordance with the recommendations of the soils report 3. W shapes ASTM A992,G2de 50. PLANS M UST BE ON T except where noted otherwise on drawings or specifications. 4. Tubes,ASTM A500,Grade B. CHECKED BY: BDS 8. The Contractor shall note all subsurface interferences noted in the geotechnical report and Construction Documents 5. Pipes,ASTM A53,Grade B. SCALE: by other consultants including but not limited to rock,fills,utility lines,etc. 6. Use E70 electrodes for all welds.Metal deck welding can be E60 or E70 electrodes for welding. FOR ALL I N S ECT 9. For quality control only(not Special Inspection Requirements)a soils testing laboratory shall/may be retained by 7. Camber beams only as specified in plans for 1 1/2 times the supported dead load,do not camber continuous beams. 1 N E R 1 N G UAn 10/23/2018 the owner to provide construction review to ensure conformance with the Construction Documents during the excavation, 8. Bolts ASTM A307 for connections to concrete,ASTM A307 for steel connections. ExorECT n: 17036 backfill,and foundation phases of the project. 9. All welding shall be performed by welders qualified by an independent testing agency.Qualifications shall be based on the f693 s.CONo_o AwE-BOISE,ID 83709 10. The soils testing laboratory shall discuss with the engineer the design intent of the Construction Documents and requirements PHONE(208)855-5082 http://www.mge-e g.c,m SHEETM BER the testing procedures used to ensure conformance with the Construction Documents before construction begins. of IBC Section 2204.1. Inform the Engineer of any variance in these procedures. 10. Steel stairs shall be designed and detailed by steel fabricator.Provide shop drawings stamped by a Professional Engineer registered in (''1 the State of Idaho. 0•1 11. Column base plates shall be dry packed with 5000 PSI,non-metallic,non-shrink grout,unless noted otherwise. S L J_ J_ _J_ J_ J Page 61 of 73 r A T $ T C T D T E T F , REVISIONS DESCRIPTION DATE SCHEDULE OF SPECIAL INSPECTION SCHEDULE OF SPECIAL INSPECTION SCHEDULE OF SPECIAL INSPECTION PROJECT APPLICABLE TO THIS PROJECT PROJECT SLNVICLS APPLICABLE TO THIS PROJECT PROJECT SLNVICLS APPLICABLE TO THIS PROJECT MATERIAL/ACTIVITY SERVICE Y/N EXTENT COMMENTS MATERIAL/ACTIVITY SERVICE Y/N EXTENT COMMENTS MATERIAL/ACTIVITY SERVICE Y/N EXTENT COMMENTS 1704.2.5 Inspection of c.Shear reinforcement N Cooth'thus All welds impacted per AWS D1 A.7.5. 15.V.,ffy placement of AAC masonry Fabricators - units and construction of thin-bed Field Inspection Level B-Periodic The Special Inspector net verify that the fabricator it.Ott,.,reinforcing steel N Periodic morfarjoints(after the first 5000 SF of AAC masonry) N aited.d detailed fabrication and quality control 4,fastCullor gnis steel ims.s spanning pr°ceticye1,dshall di cd.dagorcompleteness antl 60 feet or greater N N Level C-Continuous OWNER a.p.cluy.theve locoddedby rection Special Inspections are not requiretl by section 1705 he.the a.Verify temporary and permanent 16.Ver'dy propeNes of thin-betl Verity fabdcatioNqualiry control work is done on the premises of a fabricator regestered restraid becng are installed ur Field inspection Periodic mortar for AAC masonry(first WOO Fleltl inspection Continuous procedures In-plant review(3) Periodic and approvetl to perform such wont based on review of cortlance witM1 iha approvetl Wss SF of AAC mamnry) N ( the fabricator's written procedural and quality corand submitlal package N 17N.0fi,properties ofthin-bed ho ,mod,and Perlodiv auditing of the fabrication prectices 1705.3 Concrete Construction mortar f0lAAC masonry(after the first Fell inspection Level B-Periotlic by a nationally recognized amhi At completion of WOO SF of AAC masonry) N fabrication,the approved fabricator shall submit 1.Inapedion of reinforcing steal Tolerances and reinforcing placement per ACI 7.5; N certificate of compliance. 1.In.lp.dilint of 1105.2.2 for wading) Shop(3)and fieltl inspection Periodic spacing limits per ACI Tfi.Refer to weltling N Level C-Continuous N requirements Table 1705 2.2,Item 26. 18.Pre t and mortar W 1705.1.1 Special 2.InspactionofpresVessingsteel specimens Uncut Field testing N LevelB-Periodic z / installation Shop(3)antl field inspection N Pedodic Cases(work Level C-Continuous 3.Inspection of anchors cast in Special Inspections apply to anchor rmininname,type, N unusual in nature, bitemdensions,hole dimensions,.and ancew hdrill 9.Observe V crate where allowable loads have preperetlon of prisms Fieltl Inspection N Leval B-Periodic L W including but not been mcre(sed par section 1908.5 or Shop(3)add field inspection Periodic bit requirement,cleanliness of M1ole and anchor, l^ rrr� g adhesive expiration des,anchor/adhesive'mstalltion, Level C-Continuous Z V where strength design is used N anchor embedment,and tightening to limited to alternative " g g 'q0B W �_ a.Inspection of anchors aria 7705.5 Wood Construction materials and Submid.1-I-,shop(3) nfmrcog soul pmst-instalibcdo 1.InspmUmm of the fabrication and/or field inspection hardened concrete:Perresearch process of wood structural elements n M systems,unusual Pedodic or as required plant re ew(3) Periodic a Y repmrta inclutling sin a on of anchor and(ssemblles In accordance with M by research report type,anchor dimensions,hole Field inspection Section 1I04.2.5 N 00 design applications, dimensions hmla ala(mng prm.dmre., ea by an Up roved Special lnspecton is only for coditions Nat are post 111 U anchor spacing,edge distances, SOUS installed.Although no past installe l anchors are 2.For high-load diaphragms,verify ^ O materials and crele minimum thickness,anchor specified,Special Inspection 1,required whers the grac and thickness of sl ctual Field lnspection Periotlic Pal y I systems with special mbadmentandughtenmgtorque Y Contractor pane a hashing agree withapproved .4 r Y P e buiding plans N rT, manufacturer's 5.Verity use ot.Whosetl design mix Shop(3)arM fieltl inspection N Periodic 3.For Nigh-Ioatl diaphragms verify W Fabricate specomem.at time fresh concrete is placed. nominal all of framing members at requirements) N Once each day for a given class of concrete,or less than adjmining panel edg.s,net or staple c 6.Fresh concrete sampling,perform no.for each 150 yds on concrete,or less than once for diameterand lengtfi,number of Fieltl inspection Periodic 1705.2 Steel Construction slump and air content tests and Shop(3)and Fleltl Inspection Continuous each 5,000 at of surface area for slabs/walls.Once each fastener Imes,antl that spacing 1.Fa1bricatorand.sch.rd°cumenis determine tempeaure of concrete shift from in-place work or from at panel and minimum between fasteners in each line and at Q a (Vainly reports and certificates as ne specimen for each 50 cy."Premnstruction tests as edge mar w gins agree ith approved O ~ 4 w listed in AISC 360,chapter N, Submittal Review Each submittal N requiretl per the Building Official.' building plans N l� ^ paragraph 3.2 for compliance with ].Inspecion of concrete and IBC 1910.10 specimens shall be taken from the ingl.ce 4.Metal-plate-connected wood construction d.-ndmts) N shot-placement for proper Shop(3)and field inspection Continuous or from panels,and shall be taken at least once each trusses spanning 60 feet or greater: F-I application techni shift,but not less than one for each 50 f ho�sete. verily temporary antl perm anent Verify that temporary and permanent reatmintibradng seal ^ 2.Material verification of structural pp quos N cyo s Fieltl inspection Periodic I--) steel Shop(3)and field Inspection N Periotlic aocddnVbraeing are inatalletl in ere Installed in accordance with approved truss submittal. 8.Inspection for maintenance of accordance with iM1e approved miss I,�`I � W F 3.E type,length, in diameter art. specified curing temperature and Shop(3)and Fleltl Inspection Periodic submittal package N r� W grade,type,length,embetlment.See Field inspection Periodic techniques N Gaotechnical Investigation shall include items of Special W7� 4.Verdi05.3 or nourahors) N 9.Inspection of tressed concrete: Shop 3 Mfaltl ins ction 1705.E Soils; Inspection and Teenn WN P prestressed P()a Pa N Pe 9. g.Veri member location,braces, 1.Verity materials below shallow J 0 till at each application of joint a.Application of trespassing force CaHinuous qua inspection Periodic /� U tleWils a[each connection coca I ih Fieltl inspection Periodic N feuntlations are adequate achieve Fieltl ins V�I, pym b.Groutingofbondetlprestresail are design bearing capacity. N W z mnslmdion tlocumenis N tendons in the seismic-force-reaoating Continuous 5.Structural steel weltling: system N 2.Vanity excavations are od ra alto 'z proper tlepth and have reached Field Inspection Periotlic (.Inspection tasks Prior to Welding 10.Erection of precast mnm% All connections visually Inspected refer tmanchorbmlt proper material. N (Observe,mine for each weltletl Observe or Perform as This testing pe mi by the Contractor antl confirmed embers N welding requirements end structural Integrity provisions. Shop(3)and fieltl inspection n 3.Perform classification and testing of joint mr member,the QA tasks Iistetl in mtetl(4) by Special Inspector Field inspection Periodic In acmrd.nce W mnirolled fill materials. N AISC 360,Table N54-1) N a.Inspect in accordan s.1t, Field inspection -net mcion Verify s o proper ma constmctlon documents 4.Van use( lariats, Up- In.Inspection tasks During Welding N documents densities,and Int thicknesses during Fieltl indpoi Continuous (Observe,or perform for each welded Shop(3)and field inspection Observe(4) b.Perform inspections of weltling and placementand mmpactiomof Joint or member,the QA tasks I,—in bolting in accordance with Section Field inspection In amodance Whit mnirolled fill N AISC 360,Table N5.4-2) N 1]052 N Section 1]05.2 S.Prier to placement of controlled fill, c.Inspection tasks After Welding 11.Verification of in-situ concrete observe subgred,and verity that site Fell inspection Periodic (Observe,or perform for each weltletl Shop(3)and field inspection Observe or Perform as strength,prior t(stressing of tendons has been prep fired properly N joint mr member,the QA tasks Iistetl in noted(4) in post tensioned concrete antl prior N Review field testing and Periodic AISC 360,Table N54-3 remo laboratory reports 1705.7 Driven Deep N vaI or snores and torn.tram COPYRIGHT d,Nmmestmctive testing(N DT)of beams and atmctuml slabs N Foundations 2018 welded jonts:ace Commentary N 12.Inspection of formwork lot shape, Spacial ins ctiona to sha location antl 1.Verify element materials,sizes and Field Ins acts Periotlic apply Fieltl inspection Continuous Imes,locetlon end dimensions p N tlimensions of the concrete member being formed lengths comply with aquirements ry 1)Complete to In cis c gn­tegory welds Shop(3)or fieltl ultrasonic 5118"or greater In risk category III or Periodic verification Concrete doul testing and 2.Determine capacities of test testing-100% Fieltl testing and review of elements and conduc[atlditionallmtl Fieltl ins ction Continuous 2) N verification of compliance with Periodic Pe laboratory reports tests,as re tl 2)6"orCona greater t e in risk Catei gro-welds lungSho-1)or fi wild minim construction documents Co N quire N 5/ifi"or greater in risk.[egory ll testing-10%o(welds minimum N Periotlic 1705.4 Masonry Construction rvetlriving operations antl dr.mad aintain complete and accurate Fell inspection Continuous 3)Thernally cut surfaces of access Shop(3)or fieltl magnetic (A)Level A,B and C Quality Risk category I,II,of III designed per ACI 530 chapter 5, records for each element IN Q� N � holes when material t 3" PaN.I or Penetrant testin Periodic Assurance: N 6 or 7. �t Q W 9 N 4.Verify placement hype sand ..is 1.Verity compliance with approved Field Inspection, Periodic plumbness,confirm type antl size of `v M O 4)Weldetl Joints subject Nfatigue Shop(3)or field radiographic or submittals N hammer,m.md number mf blmws per ~ 00 whenrequlred by AISC 360,Appaintliz Periodic fond of tetim,determine re retl V Ukremnic testing Risk lV des!gned per s,ithA I530chapter 6or7or pena qui Fieltl inspection Continuous O 2.1 o0 3,Table A-3.1 N (B)Leval B Quality Assurance: risk category I,II or III tlesignetl with ACI 530 chapters 5, capacity, record to achieve tlesign M 5)Fabro r performs, NOT reports when N 6 or T and document a nt any and butt elevations r1, to H Verity reports N Each aubmitlel(5) and document an tlama t fabricator performs NOT Y map,to 1,Veritudn of Pm antl PAAC pnorto Testing by unit strength methotl foundatlon element N 6.Soulsteel bolting: conatmstio or prism[es[method N Periodic Shop(3)and field inspection N 5.Foreland elements,perform a.InspeMlon tasks Prim,to Bolting (C)Level C Quality Ale uran.l: Risk category IV designed par ACI 530 wph chapters addid...I inspections per Section See Section 1705.2 See Section 1705.2 r.y (Observe.or perform tasks for each N other Man 5,6 or], 1705.2 N y O K Observe or Perform as i�l td O boltedmnneeti id(accordance with i.Verification of Pm and f5,0prior to 6.For concrete elements and noted(4) Testing by unit strength methotl CA tasks listed in AISC 360,Table mringcomn and for every 5,000 SF or prism Periodic co rat elementa.Section �V N5.6-1) N during construction test methotl N atltlitimnal inspections per Section See Section l]05.3 See Section l]05.3 b.lnspeetlon tasks During Bolting 2.Verification of proportions of 1705.3 N - (Ob.-me QA teaks liatetl In ABC Obcerve(4) materials In premixed or preblended 7.Fur specialty elements,perform fell +U+ 2. 360,360,Table N5.6-2) N mortar,prestressing grout,and grout Field inspection Continuous atltlitimnal inspections as determined Fieltl ins ction In accordance with u/ O .--i bD 3 other than ant-diadidating grout,as by the registered design professional Pe U] W) 1)Pm-tenaimnetl and slip-ruiml joints N At connectlons inspected. tlelivered to the ct site construction �1 proje N in responsible charge N documents a)Tuin-mf-nut with matching marYJngs N Periotlic 3.Verity placement of masonry units Field Inspection N Periodic 8.Perform additional inspections and In accordance with O �y U Id dract tension imUcator N Periodic (D)Levels B and C Quality tesio n,accmdb,n-with the Field Inspection and testing construction U 00 00 Assurance: mnstrmetimn cmm ands N documents F.LI r/] N O c)T a-ff type tonslm control bolt N Periodic 1.Verification of Slump Flow and 1705.8 Cast-in-Place Deep ti V N rking. Visual Stability Indaz(VSl)of Foundations ho nW without matching 0 markings N Contlnuous self-cmnsmlitlating grout as delivered Fieltl testing Continuous i.Observe r into o and accurate \O e)Calibrated wrench Continuous in the Project N maintain for eem acourate Field inspection Continuous V try N 2.Verify compliance wiN approved Field inspection Periodic cods for each element N 1•-1 co 2)Snug-fightjoints N Periodic All connections inspected and ve ffladl snug. submittals N 2.Verity placement locations antl �pi el . ty proportions of site-mixetl mbness,confirm element t �1 c.Inspecion masks After Bolting 3 Verify rl M (Perform tasks for each bolted mortar,grout and prestressing grout Fieltl Inspection Periodic diameters,bell diameters(if nectimn in accordance with CIA Perform(4) for bonded tentlons N applicable),lengths,embetlment into Field inspction e Contlnuous be mpok(if applicable)and adequate tasks listed in AISC NO,Table 4.Verify grade,type,and size of N5.6-3) N reinforcement and anchor bolts and Field InspeMlon Periodic end-beading strand,capacity.Record r\IJ'l �y prestressing tentlons and anchorages N c le or grout velunni N ].Inspection of steel elements of 3.For concrete elements,perform composite construction prior to Shop(3)and field inspection Observe or Perform as 5.Verify construction of mortar joints Field Inspection N Periodic atltlitimnal inspections in accordance See Section 1705.3 See Section 1705.3 L concrete placement in accordance and testing noted(4) B.Verify placement of relnf°rmmen[, with Section 1705.3 N r with CIA nd,sks listed in AISC 3fi0, nnectors,and prestressing tendons Fieltl Inspection Level B-Periotlic 4.Part,,.atltlitional inspections and In°mo dem.with Table N6.1 N and anchorages N ...in accordan.with the Field Inspection and testing construction 1705.2.2 Steel Construction construction documents N documents 01 other Than Structural Steel N Level C-Continuous 1705.9 Helical Pile Foundations 1.Material verification ctcold-fortnetl ].Verity grorR space poor to Field Inspection N Level B-Periodic steel deck: N Special Inspections apply to verifying manufacturers grou'ng Level C-Continuous 1.Verity installation equipment,pile h cenib.lion of installers,helical anch....tl bracket a.Identification markings Field Inspection Periotlic N tlimensions,tip elevations,final depth, Pe product name,types,installion equipment used,final N Fieltl inspection Continuous B.Verity placement of grout antl finalriquire installation torque and other data toque,pile tlimensions,embetlment depth and tip b.Manufacturer's certified test reports Submittal Review N Each submittal prestressing grout for bontletl tentlons Field lnspectlon N Continuous required. N evaluation. 2.Connection of cold-formed stop Shop()s" Pe 3 dfieltl inspection 9.Vainly size and location of structured Field lns 2.Perform atltlitional inspections and In...odance with deck to suppling structure: N smmyslanenInspector, IN Periodic tests in.-man.with the Field Inspection antl testing construction a.WeldingPeriodic All weltls ins aid AWS D1.3.].1. 10.Verif construction documents N documents N Pact Per y type,size,antl Im.tlon of b.Other fasteners(in...dance with anchmrs,inclutling details of 1705.10.1 Structural Wood AISC 360,Sactiom N6) N anchorage of masonry W structural Field inspection Lei B-Periodic Special Inspections For Wind embers,frames,or other Resistant 1)Verd Uhadersareincontorm.n. nd..d. ffY APPROVED PLANS with approvetl submittal N Periotlic 1.Inspection of bald gluing operation. N Level C-Continuous of elements of the main Field inspection Continuous 2)Verify fastener installation is in shru fodoe-resisting system N 11Venty welding MreiMorcement Spedal lnspediona are not requiretl for woo shear mnfmrman.witM1 approvetl submittal Periodic Field inspection Continuous 4 antl manufacturers decommentlationa N ( 1705.2.2) " R viewed for Code Compliance SHEET DATA 12.Verity preparation,construction, 2.Inspection of nailing,bolting, walls antl diaphregmswhere ihefastenersp tong is 3.Reinforcing steel Shop(3)and field lnspecton N anchoring and other fastening of Shop 3 and Inspection Pori more ihan4inches on center or for cold for tl DRAWNBY: Dc end protection r masonry during mod m within the main p()e" p fiberb diction where the smoothing e,P�N S M U ST B E O N it= Ta.VenO.[ion of weldebllity of steel weather(temperature below dOoF)or Field inspection Periodic mmponan gis gypsum Periodic wintlforce-resisting system aideonadorwootl erspacingIenorstha CHECKED BY: $D$ other than ASTM A706 N hct weather(temperature above N side only antl fastener spacing is mare than Inches o.c. b.Reinforcing steel resisting flexural WoF) N LL and axial tomes in in[ermetlims and 13.Vanity application and 1705.10.2 Cold-formed Steel OR ALL INS ECT .pedal moment frames,boundary Contlnuous All welds inspected per AWS D1.4.7.5. measurement d prestfessing farce Field Inspection N Continuous Special Inspections For Wind 18 elements of.pedal concrete structure) Resistance nqe I N G walls and shear reinforcement N 11.Verify placement of AAC masonry 1.Inspectimn during weltling operations 3E units and construction of thin-bed Special Inspections are required for weltling operations 1693 S.CORONADO AVE-BOISE,ID 83709 Field inspection Continuous of elements of the main Shop(3)and field inspection Periotlic mmrtarjoinis(fret 5000 SFof AAC windforce-resisting system N of eleme nts of the moon wintlfarce-resisting system. PHONE(208)855-5082 Mty://www.sage-eng.c°m SHEET MIINBER mnry) N 15,Verify placement of AAC masonry 2.Inspectoons for screw attachment, Special Inspections is required for screw attachment, units and consirMl uon of iM1betl bolting,anchoring and other fastening halting,adr h.,,dg antl other fastening of components Field inspection LevelB-Parodic Shop(3)and field inspection Periodic within the..in wdd-force-resisting system including mortar joints(after the first 50in-00 SF of of components within the main AAG masonry) N windforce-resisting system ahearwalls,bates,tliaphragms,collectors antl -O.1 1 N hold owns. N Level C-Cori uous Page 62 of 73 r A T B T C T D T E T F , REVISIONS DESCRIPTION DATE SCHEDULE OF SPECIAL INSPECTION PROJECT APPLICABLE TO THIS PROJECT MATERIAL/ACTIVITY SERVICE Y/N EXTENT COMMENTS 1705.10.3 Wind-resisting Components 1.Roof Gadding Shop(3)oho field irepection N Periodic OWNER 2.Wall classing Shop(3)aho field inspection N Periodic IBC 170'.11.1 and 1705.12.2 require special inspections 1 antl rdidad testing for structurel steal for the seismic force resisting system to comply with the requirements of AISC 341.The regi...d design p.fi—ional In 1705.11.1 Structural Steel responsible charge specifies the QA plan which should Special Inspections for be provided tc the Contractor as a part of the Bid SWardle Resistance Documents and should be clearly Identified as such. (7� AISC recommen hat ds t AISC 341 Chapter J,"Quality ,•/► z Contml and Quality Assuance"be adapted.AISC 341 �1 Includes commentary which will be helpful to engineers N specifying project QA plans. Inspection of stmdual steal In Shop(3)end field Inspection In accordance with V r IWr�� ccoMance with AISC 341 N AISC 341 Z 7 V 1705.11.2 Structural Wood W QI Special Inspections for uu-'I QKJi1 Seismic Resistance 1� a O 1.Inspection of field gluing operations /�w�/I M d elements ofthe selsmlof.— Field inspection Continuous .,J O U 00 resisting system N l U 2.Inspection of nailing,bolting, PssI ~ Q 1 anchoring and her fastening of Shop(3)and field inspection Periodic F+w-1 �^ rcomponen6 within the T sei uniolorce-resisting system N 1705.11.3 Cold-fo Steel Light-Frame Construction ellon Special Inspections for a Seismic Resistance Z a Alfibrc SvisuallI inspected par AW.iradf7.1. O O W 1.Inspection oaring wattling Exception:Special Inspection is not requiretlfor shear walls,braces,diaphragms,drag stmts and holdowns i( /1 operations of eselements of the Shop(3)and field Inspection Periodic sheathing boaM or fiberboard or ifsheathing Q aelamlaforco-restating system hthi 9is 9YP I. woos ao-adarel Panehateel sneer no o aide only one �� Wn- � N fodemer spacing is greater than 4 Inches o.c. 2.Insg,anchonn,ring for and othaachment, ^ IH w[� bating anchoring and other fastening Shop(3)and field inspection Periodic All connections daually inspected. Hcoo W inseof mponen-within s rTl seismicforce-resisting system N 1 1705.11.4 Designated Seismic Systems Verification 0 Inspect that that th 2 corni ant labe�anchorege or U mounting conforms to the cedi sate of Field inspection Perodic z compliance in accodanc.with Sedion 1705.12.3 N 1705.11.5 Architectural Components Special Inspections for Seismic Resistance 1.Inspection during the erection and fastening ef,od nor cladding and Field inspection Periodic interior and exterior—ser N 2.Inspection during the mcdion and fastening of interiorand exterior Field Inspection parodic waus N COPYRIGHT 3.Inspeficotioo5 dudng anchoage of Field inspection N Perodic 2018 1705.11.6 Mechanical and Electrical Components Special Inspections for Seismic Resistance 1.Inspection dudng the ono rmag,of electrical equipment for emergency or Field inspection periodic standby power systems N 2.Inspection coding the anchorage of Field Inspection Periodic `v edn—leoncel equipment N 3.Inspection dming'mstallaticn and V anchorage of piping systems designed Field inspection periodic ,Si O M to carry Wand—materials,and thelrassociated mechanical units N 4.Inspection during the installation � �.I O and anchorage of HVAC ductwork Field Inspection Periodic •r-I that will contain hazardous materials N X 5.Inspecion during the installation p��) C r[f and anchoregeof AlmAonisolation Reld aspechon Periodic 'V �T.i systems ry `V O 1705.11.7 Storage Racks ^I ~ 00 y Special Inspections for Seismic Resistance 3 Inspection during the an.h..g.of [ bD storage racks 8 feet or greater in Field inspection Periodic 5f) Might N -M 1705.11.8 Seismic Isolation Q N pp r�U Systems Inspection during the fabrication and C) i installation of isolator until and energy Shop eM field Inspection Periotlic rl lissom.i n devices stem as part d the 0 , l0 seismic isolation system ry 1705.12.7 Concrete Reinforcement Testing and Risk Categories III&IV and Seismic Catagodes C.D,E y y1 Qualification for Seismic &F. („) Resistance N M 1.Review cedified mill test reports for ...i each shipment of reinforcement used to resist earthquake-md.cod Bexual rl..f .Ny antl axial forces a reinforced concrete Redewcodified mill testreports Each shipment v special moment fames,special slructual walls, no coupling beams L c nneding special struct—walls N r 2Vedfy reinforcement weldability of ASTM A615 reinforcement used to list earthquake-induced fexual and 01 xial farces In reinforced concrete Review test reports Each shipment special moment fames,special abuctual walls,antl coupling beams necting special stmeturel walls N IBC 1705.11.1 and 1705.12.2 require special Inspections and related tasting for atmdoml steel for the seismic force resisting system to comply with the requirements of AISC 3" The reg,s.,cd design professional m 1705.12.2 Structural Steel responsible charge specifes the CIA plan which should Testing and Qualification for be provided to the Qonta--apart ofthe Bid Seismic Resistance Documents and should bs clearly Identified as such. AISC recommends that AISC 341 Chapter J,-Quality Control and Quality A--'be adop.d.AI inciudesgp.1-CA which will be helpful to en In ry indudyingpmlemos"Ians. e Y APPROVED PLANS Teat in accorgon,, itt athe quality Shop(3)and field testing N Per AISC 341 assurance t of AISC Ul 4 1705.12.3rSeismic Certification reviewedfor code Compliance SwP TDATA of Nonstructural Components Review cent cafe of compliance for The Ragistered Design Professional shall spact orelk� MS MUST BE ON J TIGE DRAWN BY: DG deeignated seismic system Certificate of compliance review Each submittal Constructlon Documents the requirements for L CHECKED BY: BDS components. N cadifcatlon. 1705.12.4 Seismic Isolation FOR ALL INS ECT SCALE: Systems DATE: 10/23/2018 Test seismic isolation system in prototype testing Par ASCE 7 1 N E R 1 N G pROIECT#: 17036 cmrdance with ASCE 7 Saction 17.8 N 16g3 S.CQ� ..AYE-BOISE,ID 83709 PHONE(20B)855-5082 SHEETNLPdBER S O.1B L J_ J_ J- J Page 63 of 73 r A T B T C T D T E T F , REVISIONS DESCRIPTION DATE MINIMUM ANCHOR BOLT EMBED. IN CONCRETE WOOD WALL FRAMING SCHEDULE oo DIAMETER EMBEDMENT EDGE DISTANCE "E" "E" WALL FRAMING WALL OPENING OWNER A36/A307(12d) A325/A449(17d) A36/A307(5d>4") A325/A449(7d>4") - DESCRIPTION TOP PLATE SOLE PLATE COMMENTS 4" COMMON STUDS JAMBS 1 ,r- EXTERIOR BEARING WALLS 2x6 ® 24" O.C. (2) 2x6 (2) 2x6 (1) 2x6 P.T. ALSO SEE PLANS 5/8" 8" 11" 4" 4 3/8" 3/4" 9" 13" 4" 51/4" EM EDMENT°.I IA." " PARTY BEARING WALLS 2x4 24' O.C. (2) 2x4 (2) 2x4 (1) 2x4 JOIST MUST BEAR DIRECTLY ON EA. STUD 1I. FIRST FLOOR INTERIOR BEARING 2x4 ® 24 O.C. (2) 2x4 (2) 2x4 (1) 2x4 P.T. ALSO SEE PLANS 7/8" 12" 15" 43/8" 61/8° FIRST FLOOR INTERIOR NON-BEARING 2x4 0 24' O.C. (1) 2x4 (2) 2x4 (1) 2x4 ALSO SEE PLANS, SEE DETAIL 13/S-0.3 W 1" 12" 17" 5" 7" _s.l�. ,° T/1 z 1 1/8" 14" 20" 5 5/8" 7 7/8" 1 1/4" 15" 22" 6 1/4" 8 3/4" 4xDI [~ 1 3/8" 18" 24" 6 7/8" 9 5/8" W 1 vz" 16• 26• 71/2" 10 vz" FOOTING SCHEDULE o NOTES: EMBEDMENT VALUES ARE FOR ANCHOR BOLTS DESIGNED FOR TENSION LOADS. a M TOP OF FATI EDGE DISTANCE IS FOR UNREINFORCED CONCRETE BASED ON CONCRETE SHEAR CONE. DIMENSIONS REINFORCING Q 00 MARK TOV.TOP RELATIVE COMMENTS Q� W U O LENGTH WIDTH DEPTH LONGITID. TRANSVERSE SLAB F1 CONT. 1'-6" 0'-8" (2) #4 - 98'-0" SEE DETAIL 5/S-0.3 TABLE OF EQUIVALENT FOR STAPLES F2 3'-0" 3'-O" 0'-8" (4) #4 (4) #4 98,-0" SEE DETAIL 8/S-0.3 Q 0 Q (VALID FOR LATERAL LOAD ONLY) Fri Uj F3 CONT. V-0" 1'-0" (2) #4 #4 @ 24" O.C. 100'-0" SEE DETAIL 9/S-0.3 z 14 z a EQUIVALENT SPACING OF APPR'D FASTENER SEE PLAN FOR STEPS O ¢ O COMMON NAIL STAPLES F4 CONT. 1'-0" 1'-0" (2) #4 #4 @ 24" O.C. 100'-0" SEE DETAIL „/S-0.3 (~ W Z Q F5 3'-0" 3'-0" 0'-8" (4) #4 (4) #4 98'-0" SEE DETAIL 7/5-0.3 SPACING GAUGE 16 15 14 13 Q d PENS- *SEE DETAIL 2/S-0.3 FOR TYPICAL STEP FOOTING DETAIL W F TRATION 1" 1" 1" 1" 2" O.C. NA 2" O.C. 2" O.C. 3" O.C. Q ai 6d AT 3" O.C. 2" O.C. 3" O.C. 3" O.C. 5" O.C. 0 2 DIA. _ .113 4" O.C. 3" O.C. 4" O.C. 5" O.C. 6" O.C. COLUMN SCHEDULE w PEN. = 1 1/4" 6" O.C. 5" O.C. 6" O.C. 7" O.C. 8" O.C. Z" 12" Q.C. 8" Q.C. 10" O.C. 12" O.C. 12" Q.C. CONNECTORS SIZES MARK z" O.C. NA NA NA 2" O.C. # DESCRIPTION TOP BOTTOM BASE PLATE ANCHOR BOLTS WELD "W" 8d AT 3" O.C. NA 2" 2" 3" O.C. Cl 6 3/4"x6" GLB SEE PLANS SIMPSON ABE66RZ DIA. _ .131 4" O.C. 2" O.C. 3" O.C. 3" O.C. 5" O.C. PEN. = 1 1/2" 6" O.C. 4" O.C. 5" O.C. 6" O.C. 6" O.C. 12" O.C. 6" O.C. 8" O.C. 12" O.C. 12" O.C. 2" O.C. NA NA NA NA COPYRIGHT 1 AT 3" O.C. NA NA NA 2" O.C. BEAM SCHEDULE 2018 DIA.. _ .148 4" O.C. NA 2" O.C. 2" O.C. 3" O.C. PEN. = 1 5/8" MARK DESCRIPTION COMMENTS L 6" O.C. 2" QC. 3" O.C. 4" O.C. 5" O.C. r 12" O.C. 4" O.C. 5" O.C. 6" O.C. 8" O.C. 31 4x8 - V] NOTES: B2 (2) 2x6 - �� c00 1) PENETRATION IS THE DEPTH OF THE EMBEDMENT OF THE B3 (2) 2x10 - m o STAPLE OR NAIL INTO THE MAIN MEMBER REQ'D TO ATTAIN 34 5 1/4"x1, 1/4" PSL - U o ITS FULL CAPACITY SHEAR VALUE FOR LATERAL LOADING. O M B5 5 1/8"x7 1/2" R.S. GILD - I -,"I - 2) NAILS ARE COMMON NAILS. STAPLES ARE 7/16" B6 6 3/4"x10 1/2" R.S. GLB - S" o CROWN x 1 3/4" LONG. Q •.r 00 "V � pawn o 4x2 FLOOR TRUSS a y o 3 MAXIMUM MECHANICAL SERVICE CLEARANCES HEADER SCHEDULE 3 u .a `�, .1 - v MARK 1. DESCRIPTION KING STUDS TRIMMER STUDS COMMENTS C) V --- = H1 axa ) 2x6 (,) 2x6 F•T-I N ran ,A o H2 (2) 2x6 (1) 2x6 (1) 2x6 0 ry W" D° H3 (2) 2x8 (1) 2x6 (1) 2x6 U t> c H4 (2) 2x10 (1) 2x6 (1) 2x6 i, c OVERALL TRUSS WIDTH "W" (inches) N DEPTH "D" DIAMETER D' H5 3 1/2"x9 1/4" LSL (1) 2xs (1) 2xs V WHEN HEIGHT "H" EQUALS (inches) H6 3 1/2"x11 1/4" LSL (1) 2x6 (1) 2x6 M (inches) 3" 4" 5" 6" 7" 8" Cd v�i o0 H7 3 1/2"x14" LSL ) 2x6 2x6 12 32 25 19 12 6 - 7 13 34 28 23 17 11 5 8 14 36 31 26 20 15 10 9 15 38 33 28 23 19 14 10 16 40 35 31 26 22 17 11 DIAPHRAGM SCHEDULE 17 41 37 32 28 24 20 12 18 42 1 38 1 34 30 26 22 13 MARK MATERIAL BLOCKED NAILING COMMENTS 19 43 39 36 32 28 25 14 20 44 40 37 33 30 26 15 © 15/32 PLY/OSB, 32/16 APA RATED NO 8d @ 6" EDGE, 12" O.C. FIELD SEE DETAIL 1/S-0.4 21 44 41 38 35 31 28 16 OH 25/32 PLY/OSB, 48/24 APA RATED NO 10d O 6" EDGE, 12" O.C. FIELD SEE DETAIL 1/S-0.4 22 45 42 39 36 33 30 17 23 46 43 40 37 34 31 18 24 46 43 41 38 35 32 18 1/2 CITY APPROVED PLANS 4 Z27,11L——— Reviewed for Code Compliance $HEEr D­ DRAWN MUST BE ON J T DELCNED: DG CHECKED BY: BDS see EEc. FOR ALL INS ECT SCALE: N E R I N G DATE 10/23/2018 * PROVIDE MECHANICAL CHASE O PRIMARY DUCT TRUNK RUNS. PROIECTM 17036 1693 S CONONADO AVE—BOISE,ID 83709 PHONE(20B)855-5082 hHp://w ..9e g.c SHEETN BERR S 0.2 Page 64 of 73 r A T B T C T D T E T F , REVISIONS 2x P.T. OR REDW'D PLATE ATTACH TO SLAB W/HILTI XDN IPOWER DRIVEN PINS ® 4" CONCRETE SLAB 12" O.C. 1 1/2" MIN. FINISH PER ARCH COLUMN - SEE SEE STRUCTURAL NOTES FRAMING EMBEDMENT TAPERED 2x10 1/may, 'll'll FOOTING TO BEAR ON WOOD STUD WALL ® 12" O.C. �6" PLY/OSB (3)#5(MIN.) UNDISTURBED SOIL, PER GEOTECH REPORT SEE WALL FRAMING SCH. y2"Ox7" EMBED. VENEER PER ARCH ANCHOR BOLT @ #5®HORI-�°� NOTE: 4" CONCRETE SLAB (2) #4 BAR CONT. 12' O.C. (2) PER SMPSON AB66R W/ BOND BEAM SEE FOUNDATION PLAIN + • SAWCUT SEE STRUCTURAL NOTES FOR HORIZ.&VERT. PLATE RUN ANCHO EMBED EPDXY REINFORCING L ° owNER ANCHOR SEE FOUNDATION PLAN P A FOR HORIZ.&VERT. NOTES: I SLAB - SEE CIVIL REwI*oaarvc 1) MAX. CONTROL JOINT SPACING IS 12'-0" O.C. INDUCED CRACK TYP. CORNER REINFORCING EACH WAY. 4" CONCRETE SLAB VAPOR BARRIER 2) CONTRACTORS OPTION a SEE STRUCTURAL NOTES SEE ARCH. - --- --- ° ° TO USE EITHER SAWED #4 BENT BAR @ 24" O.C. ` >' OR FORMED JOINT W 4" -3/4"AGGREGATE 2'-0" 2'-0" BASE - SEE CIVIL N r^ BASE �� N #4 ® 12" O.C.. - 3) SAWCUT TO BE MADE v` VERT. (4) #4 TIES WITHIN 24 HRS. INT STUD WALL FTG W 4" SLAB ° 1 1 #5 BAR d FORMED Z 0 PROVIDE PREFAB. a ad �EY Z W / > e °: - OR &TEE #5®HORIZ. Imo@ - JOINT REINFORCING BOND BEAM 2'-4" SQUARE I� NOTE: "' a a �/ a•I M 2x6 P.T. PLATE W/ HILTI SEE FOUNDATION PLAN a 11�r 1, O 00 XDN I HEADED DRIVE PINS _ FOR HORIZ.&VERT. U ® 6" O.C. STAGGERED, W/ STAIR STRINGER, ;.� REINFORCING I-a Q NOTCH FOR PLATE- 1-1/2" MIN. EMBED. TYP. INTERSECTION REINFORCING SEE FRAMING � � A "SIMPSON"A35 1 4" CONTROL JOINT DETAIL W Q ® EA. STRINGER 7 CANOPY COLUMN FOOTING (1)#5 CONT. SCALE: 3/4" = 1'-0" NOTE: SCALE: 3" = 1'-0" (7 Q Z 4" CONC. SLAB SEE FOUNDATION PLAN 1'/, l y FOR HORIZ.&VERT. ~ H REINFORCING O ¢ O M4 T.ELEV.- POST - SEE FRAMING TYP. JAMB REINFORCING Z Q L7 SEE END FTG. DOWELS SHALL MATCH d - %"Ox6"N EMBED. w/ TYPICAL CMU REINFORCING WALL REINF. IN GRADE, s' - 4 SIZE, AND NUMBER b 5/a ANCHOR EMBED. EPDXY SCALE:rvTs W I ANCHOR TYP. WALL (3) #4 TIES 4" CONIC. SLAB REINF. O VAPOR BARRIER III 1<<d =' U SEE ARCH. _ - _ 4" -3/4"AGGREGATE BASE ! 2 4" -3/4" Ilt III #4 BENT BAR .a z 1/2"0 A.B. W/ 7" EMBED. � � 'z AGGREGATE BASE 1'_0" p 24" O.C. _ - ' ' WOOD STUD WALL O 48' O.C. OR SEE (2) #4 BAR CONT. 2'-0" 2'-0" SEE WALL FRAMING SCH. SHEAR WALL SHEARWALL SCHEDULE. a. NOT D IS 2x P.T. PLATE FTG. THICKNESS SEE SCHEDULE '' < ' FTG. @ STAIR STRINGERS 1 2 (2) #4 TIES 4) #4 VERTS '' '• 2~' SCALE: 3/4" = Y-0' o 4" CONCRETE SLAB xQ iv SEE STRUCTURAL NOTES 2x P.T. OR LAB W PLATE ATTACH TO SLAB W/HILTI ` z zo a 1/2"x7" NOTCH COPYRIGHT XDN IPOWER DRIVEN PINS ® PER ARCH. 2018 12" O.C. 1 1/2" MIN. FINISH PER ARCH 10" SG. FOOTING - SEE FOUNDATION EMBEDMENT ----��� � VAPOR BARRIER ,E SEE ARCH. REMOVE ALL EARTH L z LOOSENED IN r WOOD STUD WALL g 4" -3/4"AGGREGATE 1 "D" "2H' EXCAVATION & FILL SEE WALL FRAMING SCH. DECK POST COLUMN FOOTING (3) #4 BARS BASE 2 WITH CONCRETE 4" CONCRETE SLAB 8 CONT. N 0,SEE STRUCTURAL NOTES SCALE: 3" = 1'-0" INSULATION MAX. SLOPE �' O o0 SEE ARCH. FOOTING REINFORCING SEE 00 O d 00 2x P.T. OR REDW'D PLATE #4 ® 18" O.C. Q O ATTACH TO SLAB W/HILTI d` ALT. HOOK XDNIPOWER DRIVEN PINS @ FOOTING STEP DETAIL "n 12" O.C. 1 1/2" MIN. STUDS - . 2 2 4 BARS CONT. SCALE: 3/4" = 1' 4" -3/4" AGGREGATE EMBEDMENT SEE WALL O # ... BASE VAPOR BARRIER FRAMING SCHEDULE 6" 6" 6" O �" W w O SEE ARCH. O NON—BRIG. WALL TO SLAB 4 CONCRETE SLAB COLD JOINT 6" (4) #4 BAR � 1 3 SEE STRUCTURAL NOTES (2) #4 BAR CONT. 00 SCALE: 3/4" = 1'-0" „ h:l +O•, -p 3 5 TYP. FTG. & FND. @ 6 EXT. WALL 3 BOND BEAM w/(t)#5 o SCALE: 3/4" - 1' O" ,4• U cn M T.O.CMU WALL REINFORCING ELEV.=SEE ARCH. I, SEE FOUNDATION PUN f r ) ° °° O// v 1. VAPOR BARRIER (3) #4 (MIN.) Fil On N O SEE ARCH. ° 1/2" COMPRESSION • FOUNDATION REINF eorvo BEAM w/(i)#s e"cMu WALL FOOTING TO BEAR ON 1/2"x7" NOTCH JOINT 4" -3/4"AGGREGATE UNDISTURBED SOIL, PER ARCH. BASE EXTERIOR SLAB #4 ® HORIZ. #4 @ HORIZ. V (3)#a BARS corvr. • do NT coMPREssION 1'-0" PER GEOTECH REPORT 4' CONCRETE SLAB SEE CIVIL " ;_ - Q SEE STRUCTURAL NOTES11 a"corvc.sue w/ SLOPE �G 6x6-W29xW2.9 W.W.F. 9 PARTY WALL FTG W 4" SLAB FOUNDATION REINF. FOUNDATION REINF. 00 VAPOR SCALE: 3/4" = 1'-0" - N O BARRIER z NOTE: v NOTE: 4"-3/4"AGGREGATE BASE - SEE CIVIL USE CORNER BARS BASE 2x P.T. OR REDW'D PLATE = USE CORNER BARS TO MATCH FOOTING - ATTACH TO SLAB W/HILTI 4 VERT. BAR CAD 18"�j TO MATCH FOOTING REINFORCING ALSO. #a 0 16"D.C. VAPOR BARRIER # LAP w/wnu REINF. X2" O.C. 1 DRIVEN PINS CAP O.C. ALT. HOOK REINFORCING ALSO. CE ALT.HOOK 12" O.C. 1 1/2" MIN. STUDS - SEE ARCH. ci (2)#a BARS coNT. EMBEDMENT SEE WALL 4„ -3/4"AGGREGATE ...°. (3) #4 BAR CONT. • FRAMING SCHEDULE BASE ,.. 3 TYPICAL FOUNDATION CORNER -6" COLD JOINT INSULATION SCALE: 3/4" = 1'-0" 8°° CMU FOOTING & FND. 4" CONCRETE SLAB SEE ARCH. ° 4 SEE STRUCTURAL NOTES SCALE:3/4"= 1'-0' 6' 6' 6' CL (2) #4 BAR CONT. c> o I 1•-6" � I (2) #4 BAR CONT. EXTERIOR PORCH/LANDING SEE CIVIL VAPOR EE ARCHRRIER 6 FTG. @ ENTRY CITY APPROVED PLANS 4 ° BASE 3/4"AGGREGATE (2) #4 BAR CONT. SCALE: 3/4" = Y-0" /;eVleWed fOf COCIe COm liance SL¢Er oArw 6" 6' #4 BENT BAR ® 24" QC, PLANS MUST BE ON J T URAWNBY: DG CH"'B: BDS BASE - SEE CIVIL FOR ALL INS ECT SCALE: HATE: 10/23/2018 PARTY WALL STEP FTG W 4 SLAB IN ERING PROJECT g: 17036 #4 BENT BARS 18 1 O SCALE: 3/4" = 1'-O' 1693 S.CORONADO AVE-BOISE,ID 93709 O 24" O.C. 1a"F PHONE-. http://—.sage-mg.cam SHEET NUMBER 15 EXTERIOR SLAB EDGE DETAIL S_0.3 SCALE: 3/4" = 1'-0" L J Page 65 of 73 r A T B T C T O T E T F , REVISIONS DESCRIPTION DATE 2.10 TRUSS BLOCKING® DIAPHRAGM PLYWOOD EDGE THIS PANEL JOINT STRUCT.DIAPHRAGM— EVERY OTHER TRUSS PLATE NAILING BOUNDARY NAILING NOT CONTINUOUS 2x6 OUTLOOKERS SEE SHEAR WALL ®24"O.C. SEE FRAMING SPACE SCHEDULE """"'"" "' """" 2x STUDS PLYWOOD i SEE WALL PLYWOOD :1 FRAMING SCHEDULE PANEL CONTINUOUS oo 2.6 PLATE STRUCTURAL PANEL PANEL JOINT X7 SEE DIAPHRAGM MAX NAIL � OWNER 1._6�� SCHEDULE SPACING AT T.O.PLY OSB DIAPHRAGM EL-EV BOUNDARY SEE PLANS AND SUPPORTED GYP.SHEATHING EDGES IS . ®FIRE WALL, 1 1/4 EL DIAPHRAGM EDGE 6"O.C. "SIMPSON"DTC RIM JOIST r RE-ENG.TRUSS SEE PLANS NAILING ®EVERY THIRDEE FRAMING 10d TOE NAILED SEE SCHEDULE EDIGE PSNNOT EL TRUSS PRE-END TRUSS- PRE-ENG.TRUSS- ®6"O.C. SUPPORTED BY 2x STUDSROVIDE 1/4"GAP SEE FRAMING SEE FRAMING BLOCKING AND W SEE ECHO. ROM BOTTOM OF IS KNOWN AS •• z RUSS TO TOP OF THE UNBLOCKED FINISH WALL 2x CONT.LEDGER EDGE-OTHER FL00 OR PER ARCH. W/(3)16d® RIM TOE NAILING, TYPE OF EDGE ROO JOIS EA.WEB MEMBER SEE SHEARWLL SCHED. V 1 500# SEE FRAMING TRUSS BE REQUIREDW NRAMI TO INTERMEDIATE 0 24"ON"A35 SHEAR WALL SEE FRAMING MEMBERS IS ALSO (7 17 NON-BRG. INT. WALL @ ROOF TRUSS ®2<"o.o SCHEDULE KNOWN AS'FIELD'NAILING. z W 2x STUDS MAX SPACING IS 12"O.C.FOR SCALE:1"= 1'-0" H SEE WALL (2)2x6 TOP PLATES ROOFS AND FLOORS. u IL'Y11 FRAMING SCHEDULE 1� 1 1 UNBLOCKED DIAPHRAGM P4 M 2x BLOCKING (2)2.TOP PLATE BLOCKING TRUSS LOAD DIAGRAM I NOT To SCALE Q U 00 TOE NAIL W ROOF PLY/OSB 2x STUDS 5 FLOOR TRUSS @ NON-BRG. EXT. WALL 16E®6"O.C. -SEE FRAMING SEE WALL 9 TRUSS BLOCKING DETAIL SCALE:1"= 1'-0" FRAMING SCHEDULE SCALE: 1"=1'-0' SM v a O Q SEE ARCHITECTURAL FOR REMAINDER 2x STUDS COMPONENTS TO FIRE WALL ASSEMBLY SEE WALL PLATE NAILING yry FRAMING SCHEDULE SEE SHEAR WALL Z SECTION @ O UTLOO K E R STRUCT.DIAPHRAGM sc"EDUCE z Rows 16a z Rows 16a I� ROOF JOIST-SEE 1 3 SEE FRAMING DON'T EXTEND O O a FRAMING(NP.) SCALE:1"=1'-0" 2x10 BLOCKING SHEATHING® STAGGERED STAGGERED v w EVERY OTHER TRUSS PARTY WALLS C-' SEE DETAIL 9/5-0.4 STRUCTURAL PANEL 1 1 2" TYP. 3" TYp. 1Od TOENAILED SEE DIAPHRAGM vll f-I F-I 2x4 PATE ROOF JOIST-SEE WOOD WEDGE TR S O.C. SCHEDULE u W FRAMING(TVP.) TRUSS TAIL- T.O.PLY/OSB ROOF BEM- DIAPHRAGM EDGE STRUCT.DIAPHRAGM SEE FRAMING SEE FRAMING NAILING SEE FRAMING SEE PLANS W SEE SCHEDULE Q W 181 JOIST TO BEAN CONN. DIAPHRAc EDGE PLAN W7 SCALE:1"= V-0" NAILING T.O.PLATE SEE SCHEDULE 12 16d 12 16d O SEEV. J SEE ARCH. w 2 ROOF FRAMING B- ®EVERY TRUSS SIMPSON H2.5 SEE FRAMING SIMPSON A35 SEES7/16"PLY/O58 OR (2)2x TOP PLATES (2)2x4 SEE SHEARWALL SOH. TOP PLATES -NAILS 2x6 TOP PRE-ENG.TRUSS ®3"O.C. PLATES PER BLOCK NOTE: 2.STUDS SEE FRAMING STAGGERED ROOF JOISTS- SOFFIT FRAMING& SEE WALL SEE FRAMING FASCIA PER ARCH. FRAMING SCHEDULE GYPSUM BOARD 2x STUDS ELEVATION WITH STUDS FRAMING`SCHEDULE 2 TOP CHORD SPLICE DETAIL NOTE:TRUSSES TO ALIGN SCALE:1• 10 TRUSS @ EXT. WALL FLOOR TRUSS @ PARTY WALL SCALE: 1"=1'-0" 6 "SIMPSON"A35 SCALE: STAGGERED® COPYRIGHT 24"O.C. PRE-ENG.TRUSS 2x BLOCKING SEE FRAMING 'L01 OVERBUILD SHEATHING j� BEAM or FLOOR TRUSS SIMPSON H3 TO MATCH STRUCTURALSEE FRAMING PER JOIST BEAM_ (2)2x TOP PLATES PANEL BELOW 2 16d NAILS PLATE NAILING SEE FRAMING 2x STUDS () 2x4 STUDS SCHEDULE SEE R WALL "SIMPSON"HU 10tl NAILS®6"O.C. ®EA.TRUSS SEE WALL FRAMING SCHEDULE 2x4 PLATE STRUCTURAL PANEL !t R 00 F BEAM DETAIL NOTE: STRUCTURAL PANEL 2x4 SLEEPER SEE DIAPHRAGM 1 9 SEE ARCHITECTURAL FOR REMAINDER SEE FRAMING ®EA.VALLEY V] SCALE: 1"= 1'-0" COMPONENTS TO FIRE WALL ASSEMBLY SCHEDULE VALLEY CONNECTION OVERBUILD SHEATHING T.O.PLY/OSB !!��.. (3)16d NAILS PANELTCH STRUCTURAL ELEV. .I TRUSS l: PARTY WALL OW DIAPHRAGM EDGE SEE PLANS 1 + STRUCT.DIAPHRAGM NAILING 2x4®4'-O"O.C. V r SCALE:1"=1'-0" SEE FRAMING SEE SCHEDULE O 0 PLACE OVER TRUSS rh 48 o0 PRE-ENG.TRUSS OF OCT.DIAPHRAGM BEM,SEE (] SEE FRAMING SEE FRAMING PLANS (3)1-3/4"x 11-7/8" STAIR STRINGERS 2X BLOCKING " •� '. AS NEEDED PRE-ENG.TRUSS (1�JSI SEE FRAMING NON-BEARING WALL W w O FRAMING SCHEDULE w� a � 00 7 FLOOR TRUSS @ BEAM IS MPSON"A35 STAIR TO BEAM CONN. �^ D177 24"O.C. Z SCALE:1"=V-0" 2x4 SLEEPERS 2x STUDS J O U N U 2 24 EPER NAIL PROVIDE 2x4 BRACE SEE WALL �( T/�=j O (2)2x TOP PLATES TO EA.TRU55 W/ EVERY 5 VERTICAL FT. FRAMING SCHEDULE ti 2x STUDS (2)16d NAILS FOR OVERBUILD STUDS SEE SCHD. ATTACH W/(2) 16d 2x STUDS PLATE NAILING 0 , SHEAR WALL SEE SHEAR WALL PRE-ENG TRUSS NAILS&EA.STUD WHERE OCCURS 2x6 PLATE PLATE NAILING STRUCTURAL PANEL SEE WALL SCHEDULE SEE SCHEDULE SEE FRAMING SEE SHEAR WALL SEE DIAPHRAGM FRAMING SCHEDULE V C JL TE:SEE ARCH.OR FRAMING FOR ROOF PITCHES SCHEDULE SCHEDULE 15 NON-BRG. PARTITION WALL TO DECK CONN. PRE-ENG. TRUSS W OVERBUILD T.O.PLY OSB SCALE:1"=1'-0" 1 1 SEE PLANS 2x6 PLATE STRUCTURAL PANEL U SEE DIAPHRAGM M 1 1/4"LSL DIAPHRAGM EDGE SCHEDULE �y � RIM JOIST NAILING T.O.PLY/OSB Mr�IV (V C SEE SCHEDUL ELEV.=SEE PLANS STRUCTURAL PANEL SEE DIAPHRAGM 1.4 CONT. SCHEDULE BLOCKING /NA AGM EDGE 2x6 OUTLOOKERS SRUCT.DIAPHRAGM- SCHEDULE HEDULE ®24"OC SEE FRAMING PRE-ENG,TRU55 SEE FRAMING (2)2x6 TOP PLATES CANTILEVER=2'-0" PRE-ENGINEERED RIM TOE NAILING, PRE-ENG.TRUSS TRUSS SEE FRAMING PROVIDE 1/4"GAP SHEAR WALL SEE 2x STUDS SEE SHEARWLL SCHED. SEE FRAMING I S N" SEE WALL FROM BOTTOM OF SCHEDULE "HANGER EA.SIDE HANGER DE TRUSS TO TOP OF FRAMING SCHEDULE (2)2.6 TOP PLATES WALL )'-6" 2x STUDS G FLOOR TRUSS @ EXTERIOR CANTILEVER SEE WALL PRE-ENG.TRUSS- PRE-ENG,TRUSS- U SCALE:1"= 1'-0" FRAMING SCHEDULE 2x4® SEE FRAMING SEEA FLOOR TRUSS @ FRAMING 6•-D•o.c. EXTERIORBEARING WALL "SIMPSON"DTC 2x STUDS ®EA.BLOCK ®24"O.C. SCALE: 1"= 1'-0" CITY APPROVED PLANS FINISH- SEE ARCH. "SIM 4 0 24"O.0 A35 6. Reviewed for Code Compliance SHEET DATA 1 6 NON-BRG. INT. WALL @ ROOF TRUSS (2)2x TOP PLATE DEAWNHY: nG SCALE , _'- PLANS MUST BE ON J T 2x STUDS CHECKED BY: BDS SEE WALL FRAMING SCHEDULE GE SCALE: FOR ALL INS EC IN ERING DATE 10/23/2018 12 SECTION @ OUTLOOKER PROJECT#: 17035 SCALE: 1"=1'-0" 1693 1, NADO CIXtO AVE-BOISE,ID 83709 PHONE(208)855-5082 hHp://www.sage-eng.cam SHEET# BER S-0.4 L —L —L _L _L _L J Page 66 of 73 r A T B T C T D T E T F , REVISIONS DESCRIPTION DATE 2x STUDS VERTICAL POST IN N'"PLY/OSB OR SEE SEE WALL TRUSS SHEARWALL SCHEDULE PLATE NAILING FRAMING SCHEDULE PRE—ENG.TRUSS SEE SHEAR WALL 2x6 PLATE WHERE SHOWN SCHEDULE SIMPSON SEE FRAMING HGUS6.88/10 DIAPHRAGM EDGE OWNER 1 VERTICAL LOSD=1000# NAILING SEE SCHEDULE 1 1/4"LSL SECTION A—A' ROOF JOISTS—SEE q RIM JOIST NS"PLY/OSB OR SEE FRAMING (8)16d NAILS SHEARWALL SCHEDULE ROOF PLY/OSB— —EA.SIDE SEE FRMING RIM TOE NAILING, W SEE SHEARWLL SCHED. A W/4 WASHERMBED._AG A COUNTERSINK&PLUG Ey W a BEAM-SEE BEAM G SEE z FRAMING FRAMING WALL FRAMING-SEE COLUMN- 1� W� FRAMING SECTION A-A' /WyI M SEE FRAMING O M U 00 A SIMPSON BEAM-SEE1 _y O HGU16.88/10 FRAMING 3/4"x 6"EMBED.LAG W `V W I W/WASHER /� r PRE-ENGINEERED COUNTERSINK&PLUG 2� BEAM TO COLUMN DETAIL � T/1 > A TRUSSES-SEE SCALE:1"= 1' 0" FRAMING COLUMN SEE FRAMING a O a /O�W 3/4"x 6"EMBED.L1G (8)16d NAILS W/WASHER �1 Q -EA.SIDE COUNTERSINK&PLUG �� W 23 BEAM TO TRUSS and KING POST DETAIL BEAM,SEE FRAMING SCALE 1"=1'-O" ^ U] W COLUMN BEYOND � � Q BEAM-SEE FRAMING U 2 z 3/4"x 6"EMBED.LAG SECTION A-A' SECTION B-B' W/WASHER COUNTERSINK&PLUG COLUMN-SEE FRAMING ROOF JOISTS-SEE �Js PLY/OSB OR SEE FRAMING SHEARWALL SCHEDULE ROOF PLV/OSB- SEE FRMING 3/4"x 6"EMBED.LAG W/WASHER A B COUNTERSINK&PLUG BEAM-SEE FRAMING SIMSON.:H2.5 COPYRIGHT " 2018 A,JOTS EA.EOIST TRUSS A' BEAM—SEE B FRAMING BEA —SEE FRAMING ING 3/4"x 6"EMBED.LAG W/WASHER ..�i O W 24 BEAM POST DETAIL WALL FRAMING-SEE COLUMN- COUNTERSINK&PLUG L` 00 SCALE: 1"=1'-0" FRAMING SEE FRAMING .ry M O 00 U o 00 0 2o M to 4 O 22 BEAM TO COLUMN DETAIL -�y+ :(C PLY/OSB OR SEE SCALE:1"= 1'-O" �'. SHEARWALL SCHEDULE �y /ti �, L� O w U 2x8 LEDGER W/(3)16C 0 EACH STUD00 SIMPSON LSSU28 +0+ .�^-i O 3 ROOF JOISTS-SEE FRAMING 7 SIMPSON H3 PER JOIST 2.BLOCKING O �1 y W" BEAM-SEE FL( F/] ON O FRAMING A O N (8) 16d NAILS y C -EA.SIDE N 7 A' 3/4"x 6"EMBED.LAG M W/WASHER l� COUNTERSINK&PLUG �H N O N"0x6"LAG W/WASHER -COUNTERSINK&PLUG 5-1/8"x5-1/8"GL KNEE BRACE "0x8"LAG W/WASHER- COUNTERSINK AND PLUG SECTION A-A' 251 AWNING DETAIL SCALE: 1"=1'-0" CITY APPROVED PLANS 4 Reviewed for Code Com liance $HEEr DArw PLANS MUST BE ON J T DRAWN BY: DG GE CHECKED BY: BDS FOR ALL INS ECT SCALE N E R I N G DATE: 10/23/2018 1693 5,CORONADO AVE-BOISE,ID 8370E PROTECT N: 17036 PHONE:(208)855-5082 htlp://w ..9e g.c SHEETN BER S-0.5 Page 67 of 73 r A T B T C T D T E T F , REVISIONS DESCRIPTION DATE FOUNDATION NOTES 1 FOR STRUCTURAL NOTES SEE SHEET,S-0.1.FOR ALL STRUCTURAL SCHEDULES SEE SHEET S-0.2. OWNER 2 FOR ALL DIMENSIONS NOT SHOWN SEE ARCHITECTURAL DRAWINGS. 1 3 SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR ALL FLOOR PENETRATIONS,FLOOR DRAIN LOCATIONS,AND FOR SLOPED FLOOR REQUIREMENTS. 4 THE CONTRACTOR SHALL CONFORM TO THE (7a REQUIREMENTS OF THE GEOTECHNICAL REPORT FOR EXCAVATIONS AND STRUCTURAL FILL.SEE GEOTECHNICAL REPORT. a 5 REFER TO DETAILS 4/S-0.3 FOR TYPICAL CMU Ey"I W CORNERS AND INTERSECTION REINFORCING.ALSO rti SEE DETAILS 3/8-0.3 FOR TYPICAL STEMWALL AND W FOOTING REINFORCING AT CORNERS AND ~O INTERSECTIONS. �� a 00 FRAMING NOTES a o 1 FOR STRUCTURAL NOTES SEE SHEET,S-0.1.FOR T/� ALL STRUCTURAL SCHEDULES SEE SHEET S-0.2. > l/1 2 FOR ALL DIMENSIONS NOT SHOWN SEE ARCHITECTURAL DRAWINGS. a z a 3 DESIGN ROOF JOIST FOR A NET UPLIFT OF XX PSF. O Q Q a 4 VERIFY PLATE HEIGHTS WITH ARCHITECTURAL. 36'-0" 15'-0" 5 VERIFY TRUSS LAYOUT and OVERBUILD WITH PRE-ENGINEERED TRUSS MANUFACTURER and 22'-0" 4'-6" 9'-6" I ARCHITECTURAL. 6 FOR PRE-ENGINEERED TRUSS PROFILES SEE ARCHITECTURAL. N 4 7 ALL TRUSS CONNECTIONS SHALL BE DESIGNED BY O N PRE-ENGINEERED MANUFACTURER. U 2 IH21 I I I I I V F1 o. - ——— —— I 8 VERIFY ALL FLOOR SLOPES,FLOOR DRAINS,and W O1 4 I PENETRATION LOCATIONS WITH ARCHITECTURAL, Z 5 u q MECHANICAL,and/or PLUMBING. S-0.47 - -—-—-—- fO 7 9 ROOF TRUSSES SHALL BE DESIGNED FOR ROOF TYP - -0.3 RAIN LOAD and ROOF SNOW LOAD/DRIFTING PER 0 HATCH REPRESENTS = _____ _ _ _ H4 I I I I q TYP -—�'L——F1 C1 Typ THEIRC • OVERBUILID,SEE / L J L ABU__L 6 0 w1 6'-0" L' — 4w, 10 VERIFY ALL CHASE LOCATIONS WITH DETAIL 11/5-0.4 - - J T ARCHITECTURAL SLOPE - SLOPE—- - 6,12 8:1 I I I IIIII 5-0.3 S _J I Iqljll 8 @ 24"O.C.I - Cl11 PROVIDE SOLID BEARING POSTS UNDER ALL TRUSS 4 TYP i GIRDERS and BEAMS,THE MINIMUM WIDTH OF THE B61=I - - - - - I KING POST,SEE POSTS SHALL BE THE WIDTH OF THE GIRDERS and O DETAIL ST,SE FCOGHT1g�— 1 FSL; ,',J ; s BEAMS. 2018 I5-0.312 PROVIDE CROSS BRACING AS REQUIRED BY TRUSSand JOIST MANUFACTURERS. KING POST,SEE 12x8 @ 24"O.0 _ _ _ _ I I 1 22 S 0.3 L 13 COORDINATE CROSS-BRACE/BRIDGING r DETAIL 24/SS.5 - - 1 J_L 1 J_L 5-0.5 - Cl , Cl —J ,C1 CONFIGURATIONS WITH MECHANICAL EQUIPMENT, — �B�_ rvP _ DUCTING etc ALL CROSS BRACING/BRIDGING IN t•/j _ -r _ — MECHANICAL DUCT LOCATIONS SHALL BE ON B6 - - -� - - - I F2L 5 HORIZONTAL BRACING ONLY.SEE ALLOWABLE + O 00 DUCT SIZE TABLE ON SHEET S-0.2. �? 2-4' SEE DETAIL 1/S-0.3 „ w •I--I O FOR CONTROL JOINTS U —Z �IR9E=,.,:wu- - SEE DETAILS 15/S-0.4, I `I I'I O oo 2x8 @ 24"D.C. - _ w -—- j m w 16/S-0.4,and 17/5-0.4 FOR - 8'-0" 4'-0" ROOF SLOPE 3:12 - rc -—- �- Uj c0 m I a NON-BEARING INTERIOR WALL CONNECTION TO LL �"y O A I I I I X TRUSS(TYPICAL) III q •.r /- ISOLATE POSTS �I r P.E.TRUSS w E FROM CONC.SLAB FOR FROST HEAVE. W y o s-o.a c1 J L TYP /•� C _ F2L — F,L... TYP TYP. ;. �1•I N h O 3 b0 NI IH21 2 1 IH21 I —— — U _ TYP L F1 w 2,1,E Lo 9 F W V�]y O 164" 20'-0'. U C4 7.y m o rl m ROOF FRAMING PLAN FOUNDATION PLAN SCALE 1/8"=T-011 SCALE 1/8"=1'-01• CITY APPROVED PLANS 4 Reviewed for Code Com liance SETEr DArA PLANS MUST BE ON J T DRAWN DG CHECKEDCKED BY: BDS ffX A GE FOR ALL INSPECT SCALE: N E R I N G DATE: 10/23/2018 11 1 S,CORONADO AVE-BOISE,ID 83709 PROJECT#: 17036 PHONE:(208)855-5002 r,ttp://.....9e 9.... SHEETNUMBER CLUBHOUSE FOUNDATION & FRAMING S-1"1 L J_ J_ J_ J_ J_ J Page 68 of 73 r A T B T C T D T E T F , REVISIONS a a DE$CRI[TION DATE 13'-0" 21'-0" H2 H2 H2 H2 r__----F1------, FOUNDATION NOTES I ---- - _ _ � -- 1 FOR STRUCTURAL NOTES SEE SHEET,5-0.1.FOR 10 W V 7 ALL STRUCTURAL SCHEDULES SEE SHEET 5-0.2. _W C -t 2 FOR ALL DIMENSIONS NOT SHOWN SEE TYP z - - - ICI ARCHITECTURAL DRAWINGS. x t7 d - LLI III '-8%" d 3 SEE MECHANICAL AND ARCHITECTURAL DRAWINGS OWNER �"? a FOR ALL FLOOR PENETRATIONS,FLOOR DRAIN uJ y F t SIMPSON HU212-2TF y t- LOCATIONS,AND FOR SLOPED FLOOR 1 HATCH REPRESENTS -- -- - - I F2 REQUIREMENTS. OVERBUILID,SEE H B6 C1 - F1 _ _ H6 J - J 4 THE CONTRACTOR SHALL CONFORM TO THE DETAIL 11/5-0.4 - 12 ❑ - III ryli 'il'i J C1 REQUIREMENTS OF THE GEOTECHNICAL REPORT rlriiil - 5-0.4 Iii ii iiililimh -_ r 19 - - J I FOR EXCAVATIONS AND STRUCTURAL FILL.SEE TYP SYP S 0 q I S 0 4 __ J GEOTECHNICAL REPORT. FI IH2 B3 I T- ;'e .ILL W Fd -SLOPE SLOPE- 11.675"4x2 P.E.FLOOR '� -- � TYP " -.. F1 F2 5 REFER TO DETAILS 4/5-0.3 FOR TYPICAL CMU `I m L-- V1 11.875"4x2 P.E.FLOOR - I I I I H2 CORNERS AND INTERSECTION REINFORCING.ALSO QI Ili i o TRUS w �- - � "' S@24"O.C• I - 15 ..fir 0 6:12 6:12 _ _ ❑ x --- _-_ _ - TRUSS @ 24"O.C. _ I I I m u TOP OF SLAB SEE DETAILS 3/5-0.3 FOR TYPICAL STEMWALL AND I-a "I U m (CANTILEVER) I I I I I -- B6 C1 S-0.3 ELEV=VARIES �•-r JC7 FOOTING REINFORCING AT CORNERS AND Ey-I - -- Do- '(- 2x8's @ 24"O.C. TYP m I INTERSECTIONS. H a w/LSSU28(TYP.) T'-O" - *SEE ARCHITECTURAL SITE a o o _ _ N _ I I OOF SLOPE 3:12 PATIO : 0 4 PLAN FOR STEP LOCATIONS W ---- 5 �--- N 8 F F.HEIGHTS PER BUILDING in 1'- ------ s-o.4 P A Fib _ L-- B " FRAMING NOTES " o I I g5 NI .yh SIMPSON HU212-2TF F3 L F1 J 1 FOR STRUCTURAL NOTES SEE SHEET S-0.1.FOR I-L) 00 ml� a z1 r- U L I 1 25 I I I I I I I I III x g6 C7 � a pp ALL STRUCTURAL SCHEDULES SEE SHEET S-0.2. a Q r r �.P - Fd I L W 2 FOR ALL DIMENSIONS NOT SHOWN SEE xI HATCH REPRESENTS FIRE m ry I I B �_, I a s = C7 ARCHITECTURAL DRAWINGS. QI RETARDANT ROOF A I}In A 13'-3'/2" q q^ I 1� ...I I r I I 8 SHEATHING @ LOCATIONS �N 1 :I (= I I= I I m - S-0.3 3 DESIGN ROOF JOIST FOR A NET UPLIFT OF XX PSF. d SHOWN x ;'u�. '� I I I IH2I �Iw L F1_ ryP v 2x8's @ 24"O.C. I I 11.875"4x2 P E FLOOR : m a TOP OF SLAB 4 VERIFY PLATE HEIGHTS WITH ARCHITECTURAL. w/LSSU28 P. L TRUSS @ 24 O.C. I I I I 2x8's 24"O.C. ---(TYP.) 1 @ - °'N ELEV=100'-0" r5,-0, 5 VERIFY TRUSS LAYOUT and OVERBUILD WITH Q Q a d ROOF SLOP 3:12 - w/LSSU28(TYP.) C7 PRE-ENGINEERED TRUSS MANUFACTURER and O V1 BS ..' co 9 -ROOF SLOPE 3:12 - Q W v iL ---- -------- ---- - g ARCHITECTURAL. m - F3 F3 �F2 6 FOR PRE-ENGINEERED TRUSS PROFILES SEE 1 _ a 11.875 4x2 P.E.FLOOR -: ARCHITECTURAL W Q m rn ar o :. _ iv -rn _ ______--- ___ ___ _ I I I I I TRUSS@24"O.C. I C7 I�. ~ 8 m a TYP L-J+��Ci 7 ALL TRUSS CONNECTIONS SHALL BE DESIGNED BY � W E-I 4 6 -- - - PRE-ENGINEERED MANUFACTURER. I I I I I o fi N S-0.3 ^ TYP I I I iP 1 IZ I i 13'-3y2" 12' 12^ 8 VERIFY ALL FLOOR SLOPES,FLOOR DRAINS,and ( , qd i S-0 3 PENETRATION LOCATIONS WITH ARCHITECTURAL, I� Q - : T.O.PLY/OSB a 4" jJ MECHANICAL,and/or PLUMBING. U _ _ 11.875"4x2 P.E.FLOOR _�_ TYP '.. �•: x 2 - ----- - - TRUSS @ 24"O.C. - I ELEV=109'-8 J/4" H H1 _ _ _ 7 _ 9 ROOF TRUSSES SHALL BE DESIGNED FOR ROOF z _ (CANTILEVER) j ii i LLI F4 - RAIN LOAD and ROOF SNOW LOAD/DRIFTING PER i 0 Iiiil�11N - a THEIRC SIMPSON HU212-2TF 4 _ ---- --- - L-- 2'-0" ---- --F3----- -- 10 VERIFY ALL CHASE LOCATIONS WITH BS 11.875"4x2 P E.FLOORI Er5-01 = ARCHITECTURAL. 25 TRUSS @ 24"O.C. 5 SEE DETAIL 1 LJOI 11 PROVIDE SOLID BEARING POSTS UNDER ALL TRUSS FOR CONTROL JOINTS o ------ ------- s-oe I I I I s-o.a L :ILL aI� j]IrI GIRDERS and BEAMS,THE MINIMUM WIDTH OF THE U TY A I I I I I I I ',I fl2 ryP = f F1 POSTS SHALL BE THE WIDTH OF THE GIRDERS and TYP --- - O ---- 1. 11 I I I I I Ix I I I = T O 13'-31/2" 4'-4" 15 BEAMS. I I I I PATIO x F2 5-0.3ZL 12 PROVIDE CROSS BRACING AS REQUIRED BYTRUSS 2x8'a@24"O.C. I I I I I I f... I H2Lt _�_ -�- _ r TW4---- and JOIST MANUFACTURERS. COPYRIGHT -- ry w/LssU28(TYP.) I I B6 C1 s -- 2018 Il vi 1 li C1 13 COORDINATE CROSS-BRACE/BRIDGING ROOF SLOP 3:12 m 1 C B5 �1 II S $-D 3 F4 I F I II 4'0„ CONFIGURATIONS WITH MECHANICAL EQUIPMENT, SIMPSON HU212-2TF Tm-1 _-_-_-_-__ ______- __ 4 DUCTING,etc.ALL CROSS BRACING/BRIDGING IN _ _ W b+l rhp w 21 F3 MECHANICAL DUCT LOCATIONS SHALL BE 1 li I 12 P71 �II x F2 HORIZONTAL BRACING ONLY.SEE ALLOWABLE _ gg C1 S-0.5 __ - DUCT SIZE TABLE ON SHEET 5-0.2. Uj ti> O 8 H2 B3 - TYP m _ TYP _ _-_ _-_ _z _-_ _ 5-0.4 I I I I I � Ii C1 _ m - I A 13'-3'/2" 4'4" 5'-0" I - �W . N TYP j I: I I: I I 1 I 1 I-Ir I� = f s,i M O 11.875 4x2 P.E.FLOOR I x H2 m I~ m 2x8's @ 24"O.C. 1 I -L F1 3'-8%8 'V o0 11.875"4x2 P.E.FLOO I I I I TRUSS @ 24"O.C. I L w/LSSU28(TYP.) ,:. O O o0 - - - - SEE DETAILS IS/5-0.4, TRUSS @ 24"O.C. - OOF SLOPE 3:12 r , r - - L/] to g 16/5-0.4,and 17/5-0.4 FOR (CANTILEVER) 1 F2 C1 SEE0 O SIMPSON HU212-2TF L L J' - RUSa NON-BEARING INTERIOR - WALL CONNECTION TO o III I u 19 L Fs .O TRUSS(TYPICAL) BS lv eV n ,' 25 3 mI li = u- rl �4 5-0.4 _ F2 W S-0.5 I I I I I I SI0.4 I H2 B3 - _ B C1 I. ,1.' TYP Fd - - - - 10 TY A Im I I I I I I IIl 75"4x2 P.E.FLOOR fi = 1 " 13'-3Y" 4'-4"1 C1 Q) h+•1 y �O S-0.4 I I I I I I TRUSS@24"O.C. I I 1 I I'm 3 -- - - ---- zxa's@za"o.c, _ ����I 2 it TYP w/LSSU28 TYP. I It H2 �'+. L .y S-1 HATCH REPRESENTS ROOF SLOP 3:12 I I I I, 01 I I I �' a y F; (jj y M ACCENT DORMERS, - - - I I I I I j 1 I I I I SEE DETAIL 11/5-0.4 _ - �_.. - - g5 "m - 1 I 1 rn . .. s _ F3 _ c B5 11.875"4x2PE FLOORI --- ---- -------------- F3 LL TRUSS @ 24 O.C. TOP OF SLAB V r I 1 I I I I ELEV-f00-0" 5 I{I!. 3-I O 4)- SLOPE I 5-0.3 J N N v1 TIT' *SEE ARCHITECTURAL SITE = In I I I I I I I "ol '; I I = 15 PLAN FOR STEP LOCATIONS m - - --SLOPE - -- - fI TYP 6:12 _- � � ]. I I I I i H2 ^ o 1 I I I I I I I E..._: I = \ w 2x8's @24"O.C. i i I I I SA.3 8 F.F.HEIGHTS PER BUILDING 13-g+� 4,d" 12 - �� - w/LSSU28(TYP.) I I N O ROOF SLOP 3:12 I T.O.PL9'-63 I I SIMPSON HU212-2TF ryp L ELEV=109'-63/4" H2 m I 1 1 li Hi A W - D - - w- F4 B5 iii m 2x8's@24"O.C. q o o L a N a N r ,m L 2'-0" HATCH REPRESENTS 5 ?�' til ry�i - OOF SLOPE 3:12 F3 _ r5'0,. . T OVERBUILID,SEE S-0.4 1 �I i�li v _ F2 L- - - DETAIL II/5-0.4 _ I IH2 61 C7 O " --- TYP : TOP OF SLAB - 4- L -1i / ELEV-VARIES m �o �I _ �� SIMPSON HU212-2TF T-0" m N I 1 ' o q _ I I I I I N I I I PATIO ri, 15 11.TRU 4x2 P.E.FLOOR I _ TRUSS @ 24"O.C. = 11.875"4x2 P.E.FLOOR (CANTILEVER) - I I I TRUSS @ 24"O.C. I I 1 I m a LL =4 TYP 12 I I I I I I I 1 I 1 I 1 I 1 1 B6 C1 21 F1 - 1 L L� F� JC m H2 Im S-0.5 - _ _ F;" i ' o PROVED PLANS ? a I I I I 2 1 I rh C7 B6 C7 Typ iv L J L-1 -' a N a m Fla c1 F2 I C1 Reviewed for Code Com liance S7¢Er DArw 3" a/e PLANS MUST BE ON J T DRAWN BY: DG 12'_0" 5'-0" S-0" r CHECKED BY: BDS 42'-0" FOR ALL INS ECT SCALE: IN EKING DATE: 10,23/20I8 1693 A CORONADO AVE-BOISE,ID 83709 PROTECT#: 17036 ROOF FRAMING PLAN FLOOR FRAMING PLAN FOUNDATION PLAN PHONE:(200)855-5082 p:,,rsw.eage-eng.aom SHEET WNERER SCALE 1/8"=1'-0" SCALE 1/8"=1'-0" SCALE 1/8"=1'-0" BUILDING TYPE 1 FOUNDATION & FRAMING 5-1.2 L -j- -j- -j- J Page 69 of 73 r A T B T c T D T E T F , REVISIONS DESCRIPTION DATE FOUNDATION NOTES 5'-0. 15w. 12--0" 5'-0" 5'-0" 1 FOR STRUCTURAL NOTES SEE SHEET,5-0.1.FOR a a 3,9" 3 8X" ALL STRUCTURAL SCHEDULES SEE SHEET S-0.2. "�y N m y 2 FOR ALL DIMENSIONS NOT SHOWN SEE l C N I I 2 I I a '7 F2 I C7 1I C1 ARCHITECTURAL DRAWINGS. v C1 - - B6 = __ 1 N L F1 LJ 3 SEE MECHANICAL AND ARCHITECTURAL DRAWINGS OWNER m 21 r_ ,, FOR ALL FLOOR PENETRATIONS,FLOOR DRAIN , , I1I ___B6 C1 S-0.5 F7 I,1 LOCATIONS,AND FOR SLOPED FLOOR I � I .l TYP 4 THE REQCONTRACTOR SHALL CONFORM TO THE J - 11.875"4x2 P.E.FLOOR TOP OF SLAB , _ 11.875"4x2 P.E.FLOOR I I I I I 1 I 1 1 ELEV-VARIES N REQUIREMENTS OF THE GEOTECHNICAL REPORT TRUSS 24"O.C. 1 d TRUSS @ 24"O.C. - @ M a 'ILL `7 FOR EXCAVATIONS AND STRUCTURAL FILL.SEE (CANTILEVER) 'SEE ARCHITECTURAL 15 GEOTECHNICALREPORT. Fil SITE PLAN FOR STEP n S-0.3 B. 9T-OPATIO LOCATIONS&F.F. 10'-9" 4'-0"1, 5 REFER TO DETAILS 4/S-0.3 FOR TYPICAL CMU SMPSON HU212-2TF PATIO TYP _ CORNERS AND INTERSECTION REINFORCING.ALSO J�B HEIGHTS PER BUILDING F7 SEE DETAILS 3/5-0.3 FOR TYPICAL STEMWALL AND f n - r FOOTING REINFORCING AT CORNERS AND - HATCH REPRESENTS 1 - 5-0' II I 5 ' iilllll 111 n C1 a 4 - '. INTERSECTIONS. 'z 1,R _ _ OVERBUILID,SEE N F2 _ DETAIL 11/5-0.4 5-0.4 1 II I. 2x6's @ 24"O.C. F3 Typ FRAMING NOTES BS Ixl a+il __m ROOF SLOPE 3:12 - M f- 3 I I I I I I 1 I mIl � (Yj Y 1 1 u , Fz P-I C1 __ 1 FOR STRUCTURAL NOTES SEE SHEET S-0.1 FOR Q U W S-0.4 H2 B6 .- --- ALL STRUCTURAL SCHEDULES SEE SHEET S-0.2. �I r SIMPSON HU212-2TF 13 3y' 4'4^ L 8 2 FOR ALL DIMENSIONS NOT SHOWN SEE W x+ I _ A , , , , , F., 3 ARCHITECTURAL DRAWINGS. A SLOPE -SLOPE _ ELEV-100'-0" 2xLS 24(O.C. I I I H2 ilm S-0.3 L F7 ryp W -dl Q 6:12 - 8:12 � 11.875"4x2 P.E.FLOOR -- --- - wILS U28(TYP.) I I I I I I TRUSS @ 24"O.C. I I A TYP a 3 DESIGN ROOF JOIST FOR A NET UPLIFT OF XX PSF. Q ROOF SLOP 3:12 -- Z I 1 1 1 1 1 1 1 1 1 1 2x6's @ 24"O.C. I r5 0. 4 VERIFY PLATE HEIGHTS WITH ARCHITECTURAL. a - _ - w/LSSU28(TYP.) c1 ZO a Ir 5 VERIFY TRUSS LAYOUT and OVERBUILD WITH O Q a ROOF SLOPE 3:12 ". F3 F3 g _ PRE-ENGINEERED TRUSS MANUFACTURER and Ilim ---- -------------- - F2 ARCHITECTURAL HATCH REPRESENTS - - - 25 65 11.875 4x2 P.E.FLOOR LL _ ACCENT DORMERS, - - - - - - 5-0.5 r 1 1 1 1 1 1 TRUSS @ 24"O.C. , , 6 FOR PRE-ENGINEERED TRUSS PROFILES SEE W Q SEE DETAIL 11/S-0.4 TTW�p I _ r1 a L J �C1 ARCHITECTURAL. ur 7 ALL TRUSS CONNECTIONS SHALL BE DESIGNED BY F-1 ` 6 PRE-ENGINEERED MANUFACTURER. W 13'-3Yz" 4'-4" 12 12" - F�+yj F�yl 2x8's 24"O.C. ' I - w/LSS@U28(TYP.; I I T.O.PLY/OSB ' - r 8 VERIFY ALL FLOOR SLOPES,FLOOR DRAINS,and ROOF SLOP 3:12 - - TYP I PENETRATION LOCATIONS WITH ARCHITECTURAL, _ _ ELEV=109'-6314" B$ - -.�4-. �.-. J I1 - MECHANICAL and/oo PLUMBING. U ___�_ ' I - in _ w II ^ � o I T 4 0 9 ROOF TRUSSES SHALL BE DESIGNED FOR ROOF Fil 2 SEE DETAILS I5/S.0.4, = wSIMPSON HU212-2TF �- ---- - ----- J., 0" F1 F3 RAIN LOAD and ROOF SNOW LOAD/DRIFTING PER Z' -: : : : 16/5-0.4,and 17/S-0.4 FOR _ Ii,Ii m _ _ 2- n o THE IRC. --- NON-BEARING INTERIOR 11.875"4x2 P.E.FLOOR I'Ii , 'r _ ..I F2 C1 - 10 VERIFY ALL CHASE LOCATIONS WITH T ARCHITECTURAL. _ _ _ _ ❑ WALL CONNECTION TO _ 1 i 1 TRUSS @ 24"O.C. , i 2x8's @ 24"O.C. -: L-J L TRUSS(TYPICAL) 11.875"4x2 P.E.FLOOR w/LSSU28(TYP.) ^-` J - --- - - ---- TRUSS@24"O.C. - N2 r F7 11 PROVIDE SOLID BEARING POSTS UNDER ALL TRUSS _ _ (CANTILEVER) s F I II I I I I I = Ir III ROOF SLOPE 3:12 _ _ 5'-0' 3'-Ss/e" GIRDERS and BEAMS,THE MINIMUM WIDTH OF THE -N I( "•IL III m 13-3y 4-4 I _ POSTS SHALL BE THE WIDTH OF THE GIRDERS and _- a --_ - @ __ --_ ❑ 10 _ H2 -k- A :� - -.E4.- CI-_ _ BEAMS. S-o.4 - � m __ I 12 PROVIDE CROSS BRACING AS REQUIRED BYTRUSS p2 and JOIST MANUFACTURERS. COPYRIGHT IGHT 1 ' 1 1 III B6 C1 LL J -- -++++_ Typ IIIIII 11 II = , r[ IIIIII �1 R'n 5" CONFIGURATIONS WITH MECHANICAL EQUIPMENT, F q ------ --F3---- --- 8'-8/s 13 COORDINATE CROSS-BRACE/BRIDGING r SIMPSON HU212-2TF - - v --�-+--+-w - IIIIII ml oPu i 5 DUCTING,etc.ALL CROSS BRACING/BRIDGING IN i ❑ , , , a , I u B6 C7 5-0.5 - - F4.- C1 MECHANICAL DUCT LOCATIONS SHALL BE 8 _ m N I H2 _t_ ryp -, _.- .t __L 1 _-_-_ HORIZONTAL BRACING ONLY.SEE ALLOWABLE _-_W _-_ _ 5-0.4 _ I I I I ' , I � Ili p TYP " 13'-3Y" 4-4''. 15 L. F2 DUCT SIZE TABLE ON SHEET S-0.2. TYP 1 I Iry 1 I� II T-0' I IJ-R I1PATIO SEE DETAIL i15-0.3 11 4x2 P.E.FLO IH2I L 2x8's @ 24"O.C. : FOR CONTROL JOINTS LF� � TYPMO8RU 4x2 P.E.FLOOR TRUSS @ 24"O.0 w/LSSU O(TYP.) _ 00 12 - - - - - - - - ❑ TRUSS@24"O.C. , , , , , , 1 I ROOF SLOPE 3:12 �5'-0� ----- O M (CANTILEVER) �_ II 1 NHU2122TF rJ o TYP SIMPSO '.L _-----F3 _-- _ L J. 4'-8 ^, In BS Iti Y - 2s L 1 I B-9.4 1 1 B C, - - -,w -.-, F2 p y O X C s-os - -' --- ----- w H2 - - -" TYP _ �. i - i. L � O � t TYP I `"' 13'-3Yz" C1 11.675 4x2 P E.FLOOR I I p2 o IL F1_ • ,-.p 3 2x8's @ 24"O.C. L TRUSS @ 24"O.C. ^ a tii - _... T - _ - w/LSSU28(TYP.) I 1 1 1 1 m 4 I r5 0�:I ws-I S-I V V I_ a ROOF SLOP 3:12 N a 5 V y M O_ _ v B5 5 - .. S-O.4 - _ ---- ------------�- F3 1� TYP � I� NEll O ` o. B5 11.875 4x2 P.E.FLOOR' TYP TOP OF SLAB 5 v , , , , , , TRUSS @ 24"O.C. , ELEV-f00=0' �.y 10 - - --- - --- 'SEE ARCHITECTURAL S-0.3 J+u ' SITE PLAN FOR STEP TYP _ - I HATCH REPRESENTS FIRE = H2I = 15 - LOCATIONS&F.F. TYP ` RETARDANT ROOF E I I ,. , , I , HEIGHTS PER 13'3Yz" 4'-4" 12 12" Wx8's 24"O.C. S-0.3 9 F. LL V r3 SHEATHING @LOCATIONS @ L= (� I BUILDING - SHOWN (LSSU28(TYP.) I I I I I I I I I -I- - SIMPSON HU212-2TF TYP I `.Q ROOF SLOP 3:12 H2 111 o -.F4-. �.-. -� N O 4 l) J I I�. 65 �1P +m ,. L 2'-0" � 2x8's Caj 24"0.0. .. - __--- _F3__-- -.1 - w/LSSU28 TYP. 5 L� p'1 opal ROOF SLOPE 3:12 5-0.4 , (IIIIII I u B7 C1 TYP IH2 1 TOP OF SLAB F. _ _ _ _ _ / I "B ' ' v, n I 2 7 ELEV-VARIES m 10'-9" _ _ - , 1 SIMPSON HU212-2TF _ 0 1 . 1 1 1 _ 4 w 11.875"4x2 P.E.FLOOR x 4 PATIO I�- d TRUSS @ 24"O.C. - I I I I I I I I I I - '? a 0 LL 15 w (CANTILEVER) = 11.875"4x2 P.E.FLOOR I m N (= 5-0.3 S-0.3 c TRUSS@24"O.C• I TYP ---T --- - 1z - o TYP -I _J --- I I I I I I I I I TYP m l 1 1 1 1 1 1 1 BB C1 21 F7 7 ,L. J r Cl 4 0. I I I 2 I I y C1 B6 - -= C7 TYP FYL' F'.....:.F2L,�1 CITY APPROVED PLANS w n a n a 3,9" Reviewed for Code Com liance $IBSEr DRrw 1T-o" 12'-0" s-o" s-o" PLANS MUST BE ON J T DRAWN BY: DG CLECICEDEY: BDS 42'-0" FOR ALL INS ENT E SCALE: N E R I N G DATB 10/23/2018 ROOF FRAMING PLAN FLOOR FRAMING PLAN FOUNDATION PLANROIECTN 17036 1693 S.CORONADO AVERYE-BOISE,ID 83709 SCALE 1/8"=1'-0" SCALE 1/8"=1'-0" SCALE 1/8"=1'-0" PHONE:(208)855-5002 n�://wwwsage-e g.cam Sxeer BER BUILDING TYPE 2 FOUNDATION & FRAMING S-1.3 L Page 70 of 73 r A T B T C T D T E T F , REVISIONS DESCRIPTION DATE FOUNDATION NOTES 1 FOR STRUCTURAL NOTES SEE SHEET,5-0.1.FOR ALL STRUCTURAL SCHEDULES SEE SHEET 5-0.2. 2 FOR ALL DIMENSIONS NOT SHOWN SEE ARCHITECTURAL DRAWINGS. 3 SEE MECHANICAL AND ARCHITECTURAL DRAWINGS OWNER FOR ALL FLOOR PENETRATIONS,FLOOR DRAIN 37'-0" LOCATIONS,AND FOR SLOPED FLOOR 1 REQUIREMENTS. 12'-0" 5'-0" 5'-0" 4 THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THE GEOTECHNICAL REPORT 3" 8 FOR EXCAVATIONS AND STRUCTURAL FILL.SEE a m q F GEOTECHNICAL REPORT. W a m N 5 REFER TO DETAILS 4/5-0.3 FOR TYPICAL CMU tiT I I I I ? a C, B6 C, F2- I F2 I C1 I CORNERS AND INTERSECTION REINFORCING.ALSO V 1 a - SEE DETAILS 3/5-0.3 FOR TYPICAL STEMWA LAND rn H2 IM P1 iv L r -F1 L; FOOTING REINFORCING AT CORNERS ANDL E-I LJ1 I I I y L I _ III I I I I _ m'I I I I I I I I I _B6 _ C1 5-0.5 — , ——J r — `L F1 I, INTERSECTIONS. (7 .I:::.4 TYP r - _-J M - -� --- - wa I I "�S-0.4 1.875"4x2 P.E.FLOOR FRAMING NOTES TYP TRUSS @ 24"O.C. p-I OM 15 0 , FOR STRUCTURAL NOTES SEE SHEET.S-0.1.FOR p4 0 U o0 w w - S 0.3 ALL STRUCTURAL SCHEDULES SEE SHE .. 11.875"4x2 P.E.FLOOR a ro o 7'-0" I �I TRUSS @ 24"O.C. - I I I I 1 �I 1 = I I SIMPSON HU212-2TF - PATIO `m TYP ET S 0 2 a 44 10'-9" 4-0 a W rh F1 2 FOR ALL DIMENSIONS NOT SHOWN SEE rr�� Ir+ _ - - - - - - - (CANTILEVER) _ B 2 V1 A Q' ARCHITECTURAL DRAWINGS. V 1 HATCH REPRESENTS - I. IH2I -�- - - �� { 'r5 0� I B1 CI - - - , 3 DESIGN ROOF JOIST FOR A NET UPLIFT OF XX PSF. 1 r. I OVERBUILID,SEE 5 -_' i 1 ii F2 m DETAIL 111S-0.4 S-0.4 �1 H 2x8's @ 24"O.C. ——— — __F3 __ — — L J 'v 4 VERIFY PLATE HEIGHTS WITH ARCHITECTURAL. a J w/LSSU2a(TYP.) - --I' -----_ ZO a F3 r4'0 2'-0" 5 VERIFY TRUSS LAYOUT and OVERBUILD WITH iq o PRE-ENGINEERED TRUSS MANUFACTURER and O I--I V1 Q, a s L I 1 N H7 A - ARCHITECTURAL. r�//1� Q w zx8•:@ 24^o.c. r T.o.aLviosa 74 CA Z ELEV=f09'-63/4 m '� 6 FOR PRE-ENGINEERED TRUSS PROFILES SEE W Q -- - - -- -- -dim - w/LSSU28(TYP.) i,a I SIMPSON HU212-2TF - 3-3Y 4.4 L ARCHITECTURAL. ROOF SLOP 3:12 1 h� SLOPE „= I I I I I I i I y_..I. I I I , I _ 6 12 12" b b Q L 11 875 4x2 P.E.FLOOR = S-o.3 7 ALL TRUSS CONNECTIONS SHALL BE DESIGNED BY TRUSS @ 24"O.C. m TYP L v m v PRE-ENGINEERED MANUFACTURER. W —- - - -o - - - L 8 VERIFY ALL FLOOR SLOPES FLOOR DRAINS,and FJ�-yJ HATCH REPRESENTS - - PENETRATION LOCATIONS WITH ARCHITECTURAL, 0 ACCENT DORMERS J • ____ F3 "F3 F2 MECHANICAL,and/or PLUMBING. U SEE DETAIL 11/5-0.4 - Ism 2 --_ --I ---- ------------ - r- 9 ROOF TRUSSES SHALL BE DESIGNED FOR ROOF FJa P.E.FLOORI L 2x8's @ 24 O.C. 5-0, RAIN LOAD and ROOF SNOW LOAD/DRIFTING PER Z' o i 2x8's 24"O.C. r w,OFS LO(TYP1 C1 TRUSS @ 24•'O.C. I 1 i,.i m a TOP OF SLAB THEIRC I ROOF SLOPE 3:12 ELEV=f00=0' L J�, rc HATCH REPRESENTS FIRE w/LSSU28 I= I I I I I I IJ. I I I I N H2 II A 15 13 3}� 4-y .r�Fi- 70 ARCHITECTURAL.VERIFY ALL SE LOCATIONS WITH W _ _ _ _ ROOF SLOP 3:12 1 _ m —W RETARDANT ROOF g z I I m 5-0.3 LL 11 PROVIDE SOLID BEARING POSTS UNDER ALL TRUSS SHEATHING @LOCATIONS A J� I �SIMPSON HU212-2TF ''. SA.3 GIRDERS and BEAMS,THE MINIMUM WIDTH OF THE y W 4 SHOWN I I I I I I I I I H2�-- - _P TYP - _ E4 _ I u F C1 -.�_ c POSTS SHALL BE THE WIDTH OF THE GIRDERS and v m � ryl rn I I I I I I 3 B6 C1 ' - .-.-. L BEAMS TY 1 l Ili m F2 ' SEE DETAILS 151S-0.4, --- -tea I- 5-0.4 �1 H - y 12 PROVIDE CROSS BRACING AS REQUIRED BY TRUSS 1 1 1 1 1 2xB's 24"O.C. F3 i6/5-0.4,and 17/5-0.4 FOR @ ------ -- ---- ' - - L -, and JOIST MANUFACTURERS. COPYRIGHT NON-BEARING INTERIOR - 1 5 1 y�r ,yN ROOF SLOPE 3:12 2018 WALL CONNECTION TO - -+y-et I I :o� 5 0 COORDINATE CROSS-BRACE/BRIDGING TRUSS(TYPICAL) L I ' ' 'a I S-0.4 , r Th B1 C1 a F2 Ell`Q CONFIGURATIONS WITH MECHANICAL EQUIPMENT, TYP - H2� m - L -1? --- DUCTING,etc ALL CROSS BRACING/BRIDGING INT tI '. m __ MECHANICAL DUCT LOCATIONS SHALL BE ol B 2 10-g 4-0 F1 HORIZONTAL BRACING ONLY.SEE ALLOWABLE SIMPSON HU212-2TF k0" 11.875"4x2 P.E.FLOOR I I I , _ DUCT SIZE TABLE ON SHEET 5-0.2. PATIO d TRUSS @ 24"O.C. I I I I I I " o. 6 'f ILL 15 (CANTILEVER) = 11.875"4x2 P.E.FLOOR II m y S 0 3 If II I TRUSS @ 24"O.C. I I I _ TYP M O ' TYP w•-I 1z L - n �'I -=1 0 o oho M I I I -I -I I I I I TYP m it I I I I I I I BB C1 21 --F7 J_-- �;r F1 JC1 b1./'� v, H2 Im 5-0.5 r� L --F1 �� y O 4 SEE DETAIL 1/5-0.3 _ - - 4 I i I i I I C1 BB C1 TYP L J L J C1 FOR CONTROL JOINTS F2 I C7 F2 I �'t 'p p 3' ) -9" o.> W � n ~ 12'-0„ 5._0' 5'-01, .�+ p 3 tb S- I,,I 6, v'T 37'-0" 'I I 05 U � "M v �0 oo W N V1 ON O ROOF FRAMING PLAN FLOOR FRAMING PLAN FOUNDATION PLAN ° SCALE 1/8"=1'-0" SCALE 1/8"=1'-0" SCALE 1/8"=1'-0" rl M C r I CITY APPROVED PLANS 4 Reviewed for Code Com liance SHEET DATA PLANS MUST BE ON J T cnnW Y: DG xecxED Bv: BDS FOR ALL INS ECT SCAALE: N E R I N G DATE 10/23/2018 11 1 S.CORONA10 AVE-BOISE,ID 83709 PROTECT R: 17036 RIONE-(20B)855-5002 http://wwwsage-mg.— SHEETNUMBER BUILDING TYPE 3 FOUNDATION & FRAMING 5-1.4 L __ J Page 71 of 73 r A T B T c T D T E T F , REVISIONS DESCRIPTION DATE FOUNDATION NOTES <, a 1 FOR STRUCTURAL NOTES SEE SHEET,S-0.1.FOR y '-0" 13'-0" 21'-0" '1" ALL STRUCTURAL SCHEDULES SEE SHEET S-0.2. ld 2 FOR ALL DIMENSIONS NOT SHOWN SEE 0—ER H2 H2 H2 H2 _ F1 __ ARCHITECTURAL DRAWINGS. r 3 SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR ALL FLOOR PENETRATIONS,FLOOR DRAIN __� LOCATIONS,AND FOR SLOPED FLOOR w. - REQUIREMENTS TYP --i,�, - c 4 THE CONTRACTOR SHALL CONFORM TO THE F71 2 0 .ILL REQUIREMENTS OF THE GEOTECHNICAL REPORT 5'-6" '-0" -8� FOR EXCAVATIONS AND STRUCTURAL FILL.SEE 'v rn ? a W a a o --�� GEOTECHNICAL REPORT. a _ a B6 MPSON HU212-2TF m —,=-- I F2 je 5 REFER TO DETAILS 4/5-0.3 FOR TYPICAL CMU (S� w t SI f- H _ _ _ ( HIS - -- J� -- -------- J? J CORNERS AND INTERSECTION REINFORCING.ALSO (J C1 FI HATCH REPRESENTS - N J - S-IO q ❑ _ 3 i I•I 'r- F3 1 -r J SEE DETAILS 3/5-0.3 FOR TYPICAL STEMWA LAND Q' --- 1 _ C1 FOOTING REINFORCING AT CORNERS AND L OVERBUILID,SEE - - _ -- ig DETAIL 1/S-0.4 11.875"4x2 P.E.FLOOR I TYP I I - - .-.- J = INTERSECTIONS. �{ O ( TYP 15-0.4 -I'i 5-0.4 ?: -- - LL M \ I TRUSS @ 24"O.C. I I .I� li °f' F4 M 83 p < (CANTILEVER) 1 SLOPE SLOPE w - -11.875"4x2 P.E.FLOOR T}�y TYP • F1 F2 U 00 " _—_ FRAMING NOTES a w _ LOP _ _ �_ _ -----i ❑ = I I TRUSS@24'O.C. I --- L/ - 6 C1 ,D.C. TOP OF SLAB x+ _ J -- J C7 1 FOR STRUCTURAL NOTES SEE SHEET,S-0.1.FOR - v .r ELEV=f00'-0" I > m o r 2x8's @ 24' m 7_O" -0 i 5'-0 ALL STRUCTURAL SCHEDULES SEE SHEET S-0.2. W O Q _ - - - SEE DETAILS 15/S-0.4, - rn , , ,I - ! ! I , -- w/LSSU28(TYP.) PATIO I 16/S-0.4,and 17/S-0.4 FOR 5 _-- ROOF SLOPE 3:12 1 1 N 2 FOR ALL DIMENSIONS NOT SHOWN SEE Q NON BEARING INTERIOR I 5 I L- J 1-B ARCHITECTURAL DRAWINGS. a S-0.4 -- � WALL CONNECTION TO -_ _ -___- !� --- - ------ -F3-_- :. Z � z� , TYP ---- ---- r -J 3 DESIGN ROOF JOIST FORA NET UPLIFT OF XX PSF. O Q l.I TRUSS(TYPICAL) B6 rl,yn F3 iv - �y ---- - 25 3 "r �hn i 1 -- -- :ILL VJ d' I I Ii r Th _ _ F2 4 VERIFY PLATE HEIGHTS WITH ARCHITECTURAL. [� 14[xi _ _ L 5-0.5 _ ...I I I I C1 ,T' - -. .z 1 ___ ':. • I I I I I I _ Fd I - : L 5 VERIFY TRUSS LAYOUT and OVERBUILD WITH -- -- ----- 10 TYP I I I I I I S� 4 I H2 } B6 n " 13'-3y" 4'�'1' C1 PRE-ENGINEERED TRUSS MANUFACTURER and �� ^ ci m I it ARCHITECTURAL. - - -O - - - $-0.4 I I I I I I, , :.L..,y I ' li m _ w .: ', hti W H TYP ' 11 875 4x2 P.E.FLOOR = H2 i' _ ,' " L F1 6 FOR PRE-ENGINEERED TRUSS PROFILES SEE "o TRUSS @ 24"O.C. ARCHITECTURAL. 2x8's 24"O.C. L _U _ _ _ @ HATCH REPRESENTS - _ w/LSSU28(TYP.) I I I I I I I I � ' ' ' ' ' I N (= r5'-0�; 7 ALL TRUSS CONNECTIONS SHALL BE DESIGNED B I I Y 0 a ROOF SLOP 3:12 - a -� - - } 4 = PRE-ENGINEERED MANUFACTURER. ACCENT DORMERS ar' a B5 ---- ------------ �- - ILL ` U 2 SEE DETAIL II/S-0.4 0 - - - o --- -- ---- ---- --------- - 8 VERIFY ALL FLOOR SLOPES,FLOOR DRAINS,and W w a BS - - ? F3 F3 PENETRATION LOCATIONS WITH ARCHITECTURAL, � �/. MECHANICAL,and/or PLUMBING. - - - - --z - m q i I I I I TOP OF SLAB _Z _ -— _ W 5-0.3 J N 9 ROOF TRUSSES SHALL BE DESIGNED FOR ROOF O `�� A I I I 111 875 4x2 P.E.FLOOR I I H2I ,'. ELEV-f00'-0" T,P r RAIN LOAD and ROOF SNOW LOAD/DRIFTING PER w FI HATCH REPRESENTS FIRE m 15 13'-3j�p" q-0" 12' 12., THE IRC RETARDANT ROOF I I I I I I TRUSS @ 24"O.C. , ,i , i SHEATHING @ LOCATIONS 2x8's @ 24"O.C. L= fO 5-0.3 r� 10 VERIFY ALL CHASE LOCATIONS WITH SHOWN w/LSSU28(TYP.) T.O.PLY/OSB SIMPSON HU212-2TF 7yp r I ARCHITECTURAL. ROOF SLOP 3:12 ELEV=109'-63/4" H - - _ __ m - - - - . 'J -- - - 11 PROVIDE SOLID BEARING POSTS UNDER ALL TRUSS rl lu A — _ m _ F4 GIRDERS and BEAMS,THE MINIMUM WIDTH OF THE i) II B5 �r lu 2x8's@24"O.C. ------ ------- --- L 2'-0" POSTS SHALL BE THE WIDTH OF THE GIRDERS and COPYRIGHT " - -- _ -- w/LSSU28 TYP. ___ _— ------ --- --- -_ BEAMS. (TYP.) 2018 5 1 ryq ROOF SLOPE 3:12 r J' . '1 n - - 5 0 12 PROVIDE CROSS BRACING AS REQUIRED BY TRUSS S-0.4 ° r °Ph a F2 t4 I L_B1 C1 _ and JOIST MANUFACTURERS J - - - -_- - TYP - IH2 '' �� 3.-. L J --- 13 COORDINATE CROSS-BRACE/BRIDGING B 2 " 10'-9" 4'�" F� CONFIGURATIONS WITH MECHANICAL EQUIPMENT, 1 DUCTING,etc.ALL CROSS BRACING/BRIDGING IN `N" - - --- - �_ - , I , ' ' >I , , �• SIMPSON HU212-2TF T O' 11.875"4x2 P.E.FLOOR r = i, PATIO g d TRUSS @ 24"D.C. = I I I I I I I I I " a 15 MECHANICAL DUCT LOCATIONS SHALL BE CANTILEVER = 11.875"4x2 P.E.FLOOR it m -. y r S-0.3 S-0.3 HORIZONTAL BRACING ONLY.SEE ALLOWABLE O.C.TRUSS @ 24 I , , aTYP TYP DUCT SIZE TABLE ON SHEET 5-0.2. M O _ w o0 �o 12 .... L-- - -� . -J.1 --- Q 0 000 I I I I I I I I II TYP I I I I I I I I BB C1 21 ---F1 �L L J F_ F7 IJC1 y.1./ 5-0.5 _r1 00 F7 r1 G`I O ? I i I I C7 B6 C1 TYP " SEE DETAIL 1/S-0.3 - L J L J " �•' FOR CONTROL JOINTS F2 I C7 F2 I C1 I 15'-0" 12'1" 51-0" 5'-0" 3 37,0" 1,.II =�-I � A �O,/ V F•I-I N vJ o ROOF FRAMING PLAN FLOOR FRAMING PLAN FOUNDATION PLAN ° SCALE 1/8"=1'-0" SCALE 1/8"=1'-0" SCALE A rl N O CITY APPROVED PLANS 4 Reviewed for Code Com liance SHEET DATA PLANS MUST BE ON J T CR CWKTEDDB DG CHEC BY: LIDS FOR ALL INSPECTAA GE IN SCALE: E R I N G DATE 10/23/2018 1893 1.CORONADO AVE-BOISE,ID 53709 PROJECT N: 17036 PHONE(208)855-5082 http://www.wge g.c SHEETNUMBER BUILDING TYPE 4 FOUNDATION & FRAMING S-1.5 L J_ J_ _L J_ J_ J Page 72 of 73 r A T B T C N T D 3'-0" T13'-0" 21,-0"E 3'-0" T F , REVISIONS DESCRIPTION DATE H2 H2 H2 H2 - 0 -w FOUNDATION NOTES 5-0.4 --W O ♦ o�ti- 1 FOR STRUCTURAL NOTES SEE SHEET,S-0.1.FOR ALL STRUCTURAL SCHEDULES SEE SHE -.. LL TYP ET so z rq e a w y 1 5'-6" -0" -8/s 2 FOR ALL DIMENSIONS NOT SHOWN SEE t a ARCHITECTURAL DRAWINGS. SIMPSON HU212-2TF fF (= `� 3 SEE MECHANICAL AND ARCHITECTURAL DRAWINGSHATCH REPRESENTSOVERBUILID,SEE H III H8J I B6 C1 - J:•. --------i-- J:: � FOR ALL FLOOR PENETRATIONS,FLOOR DRAIN I 1 DETAIL 11/S-0.4 - III 12 LOCATIONS,AND FOR SLOPED FLOOR I-I - S-0.4 1 m1I - r 19 r C1 REQUIREMENTS. i - - J 4 THE CONTRACTOR SHALL CONFORM TO THE - ~ 1 = 1 IIITYP S3 ( ( I f I '3 ' � � - I- 5-0.4 m .. �.. . -.- -.- � I.`.u 4 d m - - m M F4 1; REQUIREMENTS OF THE GEOTECHNICAL REPORT - o 0 1.875"4x2 P.E.FLOOR r--� 7 E w SLOPE T SLOPE y TRUSS Q 24"O.C. r ,B IF �'Im Np TYP - ?: 1 1 F1 F2 FOR EXCAVATIONS AND STRUCTURAL FILL.SEE �, I ` I r ---- w - L 15 "SEE ARCHITECTURAL SITE GEOTECHNICAL REPORT 6:12 _ _ - _ H2 to LL PLAN FOR STEP LOCATIONS - ,r J - - W - _ 11.875"4x2 P.E.FLOO I I �I B6 C1 S 5 REFERTO DETAILSRSEC FOR REINFORCING. T/1 Z I 8 F.F.HEIGHTS PER BUILDING � Ci �` TRUSS @ 24"O.C. - I I 1 '�/�'�� 2x8's @ 24"O.C. r - ,J I v= CORNERS AND INTERSECTION REINFORCING.ALSO Q1 0 ? a a (CANTILEVER) - /LSSU28(TYP.) 7,-0. m -0" 5 0" c�. SEE DETAILS 3/5-0.3 FOR TYPICAL STEMWALL AND a r - "rn F - 5 1 m y PATIO TOP OF SLAB v ROOF SLOPE 3:12 4 O FOOTING REINFORCING AT CORNERS AND S-0.4 11 y ELEV-VARIES s„ e -'� A F7 __ __ _ L- J: 1-8� INTERSECTIONS. Iz I0 F.:L -- - -- J W BS NI ryi SIMPSON HU212-2TF 21 *F L 25 F2 FRAMING NOTES -_.-_- _ H2 - __B6 - C7 5-0.5 �. m -. J --_-_ a QI M _ _ _ HATCH REPRESENTS FIRE T.p TYP I L C1 1 FOR STRUCTURAL NOTES SEE SHEET S-0.1.FOR Q U o0 RETARDANT ROOF A Ian 11 .!I o a Ii A m 13'-3y" q•-q• 15 ALL STRUCTURAL SCHEDULES SEE SHEET 5-0.2. A W O SHEATHING @ LOCATIONSI= 5-0.3 W t0 x m I 2 FOR ALL DIMENSIONS NOT SHOWN SEE ---- - -- ---- SHOWN 1= ' I ' 111.875"4x2PE FLOOR II Fi TRUSS 24 O.C. H2 II= TOP OFSLAB L- TYP ARCHITECTURAL DRAWINGS. 2x8's@24"O.C. I @ I I I • n a O _-_ _ f� �Q __ L ELEV-100=0' I I I I 1 , , 2x8's @ 24"O.C. > 'r-�! 3 DESIGN ROOF JOIST FOR A NET UPLIFT OF XX PSF. Q w/LSSU28(TYP.) I I I I I I I 1 1 1 1 C a ROOF SLOP 3:12 - w/LSSU28(TYP.) m y 5'-0 rc, 1 7 P4 V] 4 VERIFY PLATE HEIGHTS WITH ARCHITECTURAL. �-( a B5 .. .. -ROOF SLOPE 3:12 , ---- -------- ---- - %" �"a I1• - -- ____ ____ ________ c7 m 5 VERIFY TRUSS LAY OUT and OVERBUILD WITH a r 1-a w I� F3 F3 F2 = PRE-ENGINEERED TRUSS MANUFACTURER and ~ O _ a 11.875 4x2 P.E.FLOOR f.1 ARCHITECTURAL.v I I TRUSS @ 24"O.C. , C1 TYP ,L-J Q:�C1 6 FOR PRE-ENGINEERED TRUSS PROFILES SEE / �I S-0.4 I I I I I�.(. H2 y 5-03 _ ARCHITECTURAL. ^ -11 TYP - I I I I r I E I. -1 I I I I I 1= , , = S 0 3 13'-3y" 6 •�• i2 12^ e e 7 ALL TRUSS CONNECTIONS SHALL BE DESIGNED BY I 1 F�-1 W F W -- _ ,._,.._ ICI PRE-ENGINEERED MANUFACTURER. y - - - - - - , 11.875"4x2 P.E.FLOG TO PLY/OSB I TYP m } _ ----- �_ - - TRUSS2 24"O-C. - 1 ELEV=109'-63/4" H B$ t I _ r�� 8 VERIFY ALL FLOOR SLOPES,FLOOR DRAINS,and W (CANTILEVER) 1 , 1 II H7 - F4 - 4'-0 - PENETRATION LOCATIONS WITH ARCHITECTURAL, 0 - - - - - 1�I i':! i LL' w 4 MECHANICAL,and/or PLUMBING. U L 1 I H SIMPSON HU212-2TF c ___- _ -_-_ a _ ,L-- 2'-0" Fr1 + ++ 2 9 ROOF TRUSSES SHALL BE DESIGNED FOR ROOF BS 11.875"4x2 P.E.FLOORI F3 IF 5--0�{1 RAIN LOAD and ROOF SNOW LOAD/DRIFTING PER Z" - - - S-0.5 5 SEE DETAIL 1/S-0.3 THE IRC. ______ 1 1 TRUSS @24"O.C. i r FOR CONTROL JOINTS 25A I I I I I I I TYP - PATIO `L-J -8 10 VERIFY ALL CHASE LOCATIONS WITH H2 7-0" ARCHITECTURAL r F7 TYP -_ _ -_ U I 1 I , _. I I I I , ,= I , 13'_3 11 PROVIDE SOLID BEARING POSTS UNDER ALL TRUSS 4 - S-0.3 _ GIRDERS and BEAMS,THE MINIMUM WIDTH OF THE _ Ud ---- @ I I I I I I -+- } r ffi F2-Typ --- POSTS SHALL BE THE WIDTH OF THE GIRDERS and 2x8's 24"O.C. ,._�' _ r H2 B$ 5 m __ BEAMS. w/LSSU28(TYP.) I , I I , , , 1 1 1 1 B6 C1 J 'a ROOF SLOP 3:12 1 1 I 1 1'I n S-0 3 " F4 i..' C1 12 PROVIDE CROSS BRACING AS REQUIRED BY TRUSS BS I TYP @ y-s and JOIST MANUFACTURERS. COPYRIGHT r ---- - -- - 8/a 4-0" W SIMPSONHU212-2TF - -- - __-_ -- 4 201$ _ 13 COORDINATE CROSS-BRACE/BRIDGING P I 1-p = 21 - F3 v ^ F2 CONFIGURATIONS WITH MECHANICAL EQUIPMENT, �__= _ B6 C1 S-0.5 __ - J DUCTING,etc.ALL CROSS BRACING/BRIDGING IN w w 11 TRUSS 2 24"O.COR 1 = m Ir TYP y - Fd - L --_ MECHANICAL DUCT LOCATIONS SHALL BE S-0.4 I I H2 B TYP - _ _ _z _ _ 8 _ I A � `"' 13'-3y" q'-q' 5'-0" I C1 _ HORIZONTAL BRACING ONLY.SEE ALLOWABLE _ 5� DUCT SIZE TABLE ON SHEET 5-0.2. @ 1 Iry L1 m - H2 I 2x8's @ 24"O.C. L F7 0 a I j N 01 - 11.875"4x2 P.E.FLOG 'L w/LSSU28(TYP.) W SEE DETAILS 15/S-0.4, TRUSS @ 24"O.C. - , I , I , , , .it I 1 1 1 1 , , , OOF SLOPE 3:12 ;r-- (CANTILEVER) - 1 '. - _ F2 JC1 0 O 000 - 16/5-0.4,and 17/5-0.4 FOR SIMPSON HU212-2TF NON-BEARING INTERIOR L _ ____ _ L-J: O f., rr1 Ell_a I I 1 WALL CONNECTION TO 19 L^F7 , ------ F3 - TRUSS(TYPICAL) BS g �1 I�H N -J- I u 1 25 I I I I rr �4 x S-0.4 , 1 u F2 ..r m -_-_- L_ _ 5-0.5 I I I I I I I S-0.4 H2 $ - - B 1 C1 TYP 1-4-1 TYP C1 (y O Im 11.875"'4x2 P.E.FLOOR TRUSS@24"O.C, 1 = 1 Ilm � '� 0 pp y - - - - TYP A = II [pFp II, H2 " L F1 2x8's @ 24"O.C. ...F1. ,. ry�� • .U+ 'r.p 3 W/LSSU28(TYP.) 1 1 N HATCH REPRESENTS _ _ _ _ _ ROOF ACCENT DORMERS, B5 - .: Q N op SEE DETAIL II/5-0.4 0O 65 11875 4x2PE FLOORI 1 - ---F3------ TyP- F3 V j.•^ Oct r 1 TRUSS @ 24 O C. 1 TOP OF SLAB 5 �""t - - SLOPE I I ; .. I I I I IH2I SITE PLAN FOR STEP 6:12 __ 6:12 _ _m 15 i LOCATIONS 8 F.F. S-0.3 HEIGHTS PER 13 3Yz" q•_q 12 2^ a - 2x8's @ 24"O.C. I T.O.PLY/OSB I I SIMPSON HU212-2TF TYP - BUILDING m _F4_. � - F2 1 M ELEV=109'-8. H2 B3 1 o m w/LSSU28(TYP_' 1 1 0 +I ROOF SLOP 3:12 1 1 1 II n gg 1 �TY I°In N Aryp - S-O.a h 2x8's @ 24"O.C. _ TYP W 1 I.-i 1 1 1�-i I -- w/LSSU28(TYP.) _ � 1 L_�,I�'� ROOF SLOPE 3:12 11.875"4x2 P.E.FLOOR . 1 7'I+� - - _-/ _ TRUSS @ 24"O.C. - I I 11.875"4x2 P.E.FLOOR II I _ _ 6 1 0 10'-9" 4'-0 r F1 Ci SLOPE SLOPE ----- I I I TRUSS 24"O.C. LL_n - TOP OF SLAB _ � 6.12 + 6:1�� (CANTILEVER)IF @ F =H2Ir ELEV=VARIES JF2 113 ILF4 o Ji7YP 2 _ / 1 _ _ _ _ _ ri 1 - - z B-0.a .I - s-o.a _ - C1 1 11 1I1 1�III 15 o L - - F3 HATCH REPRESENTS _ _ 1 1 1 1 1 OVERBUILID,SEE -1 5-0.4 ____ _ - - TYP m "_ "_•_ - DETAIL 11/S-0.4 H III ��i 1 B6 C1 F7 ,' I I'll_ I 2 P YL- SIMPSON HU212-2TF d B. 5'E" ? 2 r a II N H� ROVED PLANS _ __wcaJ LLI a o --� r- Reviewed or Code Compliance SHEET DATA = 1 J DRAWN BY: DG ---------- -------------'I TYP PLANS M ST BE ON J T H2 H2 H2 H2 L'------F7---.-.-.-. �� cIIECICED EY: BDS 3'-D" 13'-0" 21'-°" 3'-°' FOR ALL INS ECT SCALE: >a> IN ERING DATE 10/23I2018 r!1 F 1693 S CORBl AVE-BOISE,ID 83709 PROTECT#: 17036 ROOF FRAMING PLAN FLOOR FRAMING PLAN FOUNDATION PLAN PHONE (208)855-5082 http://www.sage g.c SHEETM BN SCALE 1/8"=1'-0" SCALE 1/8"=1'-0' SCALE 1/8"=1'-0' BUILDING TYPE 5 FOUNDATION & FRAMING S-1.6 L J- J_ J_ Page 73 of 73