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HomeMy WebLinkAbout21-3916 1532 Clear Creek Loop - City Approved Plans Load Short Form iv Job: ) T E Date: Sep 07,2021�•M•� r Entire House 9/16/21 By: Peyton Karl Element Heating and Cooling 347 Locust St S,Twin Falls,ID 83301 Phone:208-734-2035 Project • • For: Spec, Meg Construction 1532 Clear Creek Lp, Twin Falls, ID 83301 Design Information Htg Clg Infiltration Outside db (°F) 2 95 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 68 20 Fireplaces 2 (Average) Daily range - H Inside humidity(%) 50 50 Moisture difference(gr/lb) 58 -36 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade Carrier Performance 96 Two-Sta... Trade CARRIER Model 59TP613080V21--20 Cond 24ACB748AO0310 AHRI ref 0 Coil CNPVP4821ALA++TDR AHRI ref 10360199 Efficiency 96.5 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 80000 Btuh Sensible cooling 33600 Btuh Heating output 78000 Btuh Latent cooling 14400 Btuh Temperature rise 52 °F Total cooling 48000 Btuh Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0.025 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.06 in H2O Static pressure 0.06 in H2O Space thermostat Load sensible heat ratio 1.00 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (Cfm) (Cfm) Guest Zone p 533 14534 7555 361 372 Main Zone p 2160 49798 31756 1239 1565 Entire House d 2693 64332 32463 1600 1600 Other equip loads 3516 1034 Equip. @ 1.00 RSM 33497 Latent cooling 0 TOTALS 1 2693 1 67847 1 33497 1 1600 1 1600 Calculations approved by ACCA to meet all requirements of Manual J 8 CITY APPROVED PLANS wrightsoft, Reviewed for Code Compliance Right-Suite®Universal2021 21.0.03 RSU23055 PLANS MUST BE ON JOB SITE ...Spec,1532 Clear Creek Lp,Meg Construction.rup Calc=MA Front Door faces:SW Page 1 of 15 FOR ALL INSPECTIONS Project Summary Job: J Date: Sep 07,2021 *ELt Entire House By: Peyton Karl Element Heating and Cooling 347 Locust St S,Twin Falls,ID 83301 Phone:208-734-2035 Project Information For: Spec, Meg Construction 1532 Clear Creek Lp, Twin Falls, ID 83301 Notes: Desiqn Information Weather: Twin Falls AP, ID, US Winter Design Conditions Summer Design Conditions Outside db 2 °F Outside db 95 °F Inside db 70 °F Inside db 75 °F Design TD 68 °F Design TD 20 °F Daily range H Relative humidity 50 % Moisture difference -36 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 48392 Btuh Structure 19277 Btuh Ducts 6" MIN. 15940 Btuh Ducts 13186 Btuh Central ve (55 cfm) 3516 Btuh Central vent(55 cfm) 1034 Btuh Outside a O.A. Outside air Humidification DUCT 0 Btuh Blower 0 Btuh Piping Btuh Equipment load 67847 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 33497 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 2 (Average) Structure -417 Btuh Ducts -666 Btuh Central vent(55 cfm) -1159 Btuh Heating C Outside air Area(ft2) 2693 2693 Equipment latent load 0 Btuh Volume (ft3) 21544 Air changes/hour 0.40 0.16 Equipment Total Load (Sen+Lat) 33497 Btuh Equiv.AVF (cfm) 142 57 Req.total capacity at 0.70 SHR ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Carrier Performance 96 Two-Sta... Trade CARRIER Model 59TP6B080V21--20 Cond 24ACB748AO0310 AHRI ref 0 Coil CNPVP4821ALA++TDR AHRI ref 10360199 Efficiency 96.5 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input ' tuh Sensible cooling 33600 Btuh Heating output J�: tuh Latent cooling Btuh Temperature rise °F Total cooling ;4800�OcB tuh Actual air flow 1600 cfm Actual air flow fm Air flow factor 0.025 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.06 in H2O Static pressure 0.06 in H2O Space thermostat Load sensible heat ratio 1.00 CITY APPROVED PLANS Calculations approved by ACCA to meet all requirements of Manual J 8 Reviewed for Code Compliance A wric1ht1-.of1t PLANS MUST BE ON JOB SITE .�_ Right-SuiteO Universal 2021 21.0.03 RSU23055 �C'` ...Spec,1532 Clear Creek Lp,Meg Construction.rup Calc= ront Door faces: of 15 M gage FOR ALL INSPECTIONS N Level 1 4"Fresh Air to Outside 190 cfm 288 chic 200 cfm P byB'dPm D'1" sPm B 1Rm 13" 66 cf 74 cfm 220 elm 5 elm 2" ;u dryR "WIC2 0" m Primary Bath R fm 0" Kit n Hal �30 30 cf Pn ry IC cin u dry Rm 1 2 Bath Rm 2 1 16 4" 657 m Great Rm 18' 26 cfm Bath m 3 WIC 59 cf 433 cfm 12" 3 cfm 2 elm 220 cfm 1 22" 6 14" d,y Rm Powde Km G.t Bed Rm 3 16 48 cf Mu to P' 6" 2" fro LWq4 Ga c I CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Job #: Element Heating and Cooling Scale: 1 : 134 Performed by Peyton Karl for: Page 1 Spec 347 Locust St S Right-Suite®Universal 2021 1532 Clear Creek Lp Twin Falls,ID 83301 21.0.03 RSU23055 Twin Falls,ID 83301 Phone:208-734-2035 2021-Sep-07 14:19:03 r Creek Lp,Meg Construction.rup Duct System Summary Job: ®E�M�T Date: Sep 07,2021 �•^'�•'^ ff Entire House By: Peyton Karl Element Heating and Cooling 347 Locust St S,Twin Falls,ID 83301 Phone:208-734-2035 Project Information For: Spec, Meg Construction 1532 Clear Creek Lp, Twin Falls, ID 83301 Heating Cooling External static pressure 0.06 in H2O 0.06 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.06 in H2O 0.06 in H2O Supply/return available pressure 0.046/0.014 in H2O 0.046/0.014 in H2O Lowest friction rate 0.021 in/100ft 0.021 in/100ft Actual air flow 1600 cfm 1600 cfm Total effective length (TEL) 280 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath Rm 2 C 618 24 30 0.022 5.0 Ox 0 VIFx 70.7 135.0 st6 Bath Rm 2-A C 618 24 30 0.021 5.0 Ox 0 VIFx 72.1 140.0 st6 Bath Rm 3 h 2358 59 52 0.030 7.0 Ox 0 VIFx 40.2 110.0 st8 Bed Rm 2 h 8040 200 186 0.025 12.0 Ox 0 VIFx 74.0 105.0 st4 Bed Rm 3 C 3105 109 153 0.035 10.0 Ox 0 VIFx 18.9 110.0 st13 Dining Rm C 5844 163 288 0.027 13.0 Ox 0 VIFx 50.7 120.0 st12 Great Rm C 4471 190 220 0.025 12.0 Ox 0 VIFx 50.8 130.0 st10 Great Rm-B C 4471 190 220 0.024 12.0 Ox 0 VIFx 45.6 145.0 SO 1 Hall C 531 24 26 0.030 4.0 Ox 0 VIFx 51.8 100.0 st7 Kitchen C 4389 112 216 0.028 12.0 Ox 0 VIFx 36.9 125.0 SO 2 Mud Rm h 1864 46 44 0.031 6.0 Ox 0 VIFx 24.8 120.0 SO 3 Powder Rm h 1911 48 44 0.028 6.0 Ox 0 VIFx 59.3 105.0 st7 Primary Bath Rm h 5199 129 121 0.035 10.0 Ox 0 VIFx 30.8 100.0 st8 Primary Bed Rm C 3860 178 190 0.029 11.0 Ox 0 VIFx 50.3 105.0 st2 Study Rm h 2511 62 60 0.023 7.0 Ox 0 VIFx 44.8 150.0 st11 WIC 2 C 1120 42 55 0.025 7.0 Ox 0 VIFx 70.7 115.0 st5 Bold/italic values have been manually overridden CITY APPROVED PLANS wrigh son' Right-SuiteO Universal 2021 21.0.03 RSU23055 Reviewed for Code Compliance ...Spec,1532 Clear Creek Lp,Meg Construction.rup Calc=MJ8 Front Door faces:SW PLANS MUST BE ON JOB SITE Page 4 of 15 FOR ALL INSPECTIONS SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st6 Peak AVF 48 61 0.021 228 7.0 0 x 0 VinlFlx st5 st5 Peak AVF 90 116 0.021 213 10.0 0 x 0 VinlFlx st4 st4 Peak AVF 290 302 0.021 283 14.0 0 x 0 VinlFlx st1 st7 Peak AVF 72 70 0.028 206 8.0 0 x 0 VinlFlx st1 st1 Peak AVF 361 372 0.021 267 16.0 0 x 0 VinlFlx st11 Peak AVF 252 280 0.023 262 14.0 0 x 0 VinlFlx st10 st10 Peak AVF 442 500 0.023 283 18.0 0 x 0 VinlFlx St9 st12 Peak AVF 275 504 0.027 361 16.0 0 x 0 VinlFlx St9 St9 Peak AVF 717 1005 0.023 381 22.0 0 x 0 VinlFlx st3 st13 Peak AVF 156 197 0.031 251 12.0 0 x 0 VinlFlx st3 st3 Peak AVF 873 1202 0.023 383 24.0 0 x 0 VinlFlx st8 Peak AVF 188 173 0.030 239 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 366 363 0.029 342 14.0 0 x 0 VinlFlx TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 299 324 59.0 0.025 303 14.0 Ox 0 VIFx rt1 rb3 Ox 0 384 657 67.5 0.021 301 20.0 Ox 0 VIFx rt1 rb6 Ox 0 414 433 49.2 0.029 310 16.0 Ox 0 VIFx rb1 Ox 0 366 363 66.3 0.022 262 16.0 Ox 0 VIFx rb5 Ox 0 71 74 0 0 0 0 Ox 0 VIFx rb7 Ox 0 66 86 0 0 0 0 Ox 0 VIFx TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 683 981 0.021 372 22.0 0 x 0 VinlFlx CITY APPROVED PLANS wrightsoft ....�,...,..-. Rig ht-Suite®Universal 2021 21.0.03 RSU23055 Reviewed for Code Compliance ...Spec,1532 Clear Creek Lp,Meg Construction.rup Calc=MA Front Door faces:SW PLANS MUST BE ON JOB SITE Page 5 of 15 FOR ALL INSPECTIONS O-I--qmzm yAza1/♦ 1\ IRC SECTION R317.1 DO NOT DRAIN DOWNS S AR ONTO ADJACENT O PROPERTIES. LANDOWNERS ARE RESPONSIBLE FORIRC SECTION LL BE �WOOD SIDING,SHEATHING,AND STORMWATERRUNOFFFROMTHEIRPROPERTY. SURFACE DRAINAGE SHALL BE DIVERTEDtemporary addressWALL FRAMING ON THE EXTERIOR CITY CODE 10-11-8(A)BUILDING SITES SHALL USE TO A STORM SEWER CONVEYANCE OR °mn OF A BUILDING TO BE 6"MIN. FROM BEST MANAGEMENT PRACTICES(BMP'S)TO RETAIN OTHER APPROVED POINT OF COLLECTION 3z zAS MUCH STORM WATER AS POSSIBLE ON THE sign shaII be poste omoma m m EARTH&2"FROM CONCRETE OR BE PROPERTY. SEE IDAHO CATALOG OF STORM WATER THAT DOES NOT CREATE A HAZARD. o a o m PRESERVATIVE TREATED. BEST MANAGEMENT PRACTICES. LOTS SHALL BE GRADED TO DRAIN WATER n o 7 m AWAY FROM FOUNDATION WALLS. on all construction m THE GRADE SHALL FALL A MINIMUM OF 6 Z PROPERTY LINE G _ _ _ _ _ _ _ _ _ _ _ _ INCHES WITHIN THE FIRST 10 FEET. LOT 7S and-remaFl�-In C , LINES LESS THAN 10'FROM FOUNDATION TO WHILE EVERY EFFORT HAS BEEN MADE TO PERFORM A BE 2%SLOPE MINIMUM FROM FOUNDATION. COMPLETE AND ACCURATE PLAN REVIEW,IT DOES NOT p I a ce u n ti I the r` EXEMPT THE DESIGNER OR BUILDER FROM CODE m O ✓I'�I REQUIREMENTS OMITTED FROM DRAWINGS THAT ARE n 3 0_ CAUGHT DURING FIELD INSPECTIONS. r n q�z 15-0 ermanent address �p u m w G O ----------------------------------------- ------------- ------------------- o a — A Z zp-0,, is in place. �p w -� m W �z o z P 20 0 • ; 1 va 2N 3 Z 2,0 0 SCALE: z 3m ZZ Zm x a o DRAWN BY: 'm oz$ James Wallace T o0 zc [T] 'v "o m°n DATE DRAWN: DDDDDDD M .I rn to A W N-� � ❑ N>M.M D° O8/30/21 m m D O-In b O Washe Dryer C D LAST REVISED: mm o r ° A Z m OOXX -n4 = n m z 1 Z -- �� C r0- 000 Z r p efrigere[r efrigeret m z D z p o 0 o Z Z Z r Range m m z n 7-1 z LJ z> z0'o^ A v� n 0 r o L D no p �r tOm00 m r (n a d zA A ,��� s rnKC � Oz�0 D Ln Ig g I s Do z 4�a?yc ON G)- n T C CL LOT 7 BLOCK 2 THE SPRINGS AT THE PRESERVE I I m D - >:a a � C N_ PARCEL: RPT51250020070 §§ K* 0 3 m a a �. Rl M+ZZ m w n' -Z y D 1 o o. s m ua N ZONE:R2 t1� -jn -4m =o.m"y Oo '�O 0 O Q Ill oaomu, LOT SIZE 12610 SF (.29 ACRES) I e I i, y A y o �_F c L.L v o I 0 M o } CODE COMPLIANCE: 2018 IRC EB z 3 A s c o"a2 y 0 rn 0 Q NEW CONSTRUCTION o"� m o coo N w r W -n < yz o x3 Ao Do Z C0 m i p$ SINGLE FAMILY DWELLING O D m m F c 3 O p I rn n D ;p>MAIN FLOOR= 2640 SF 11 rn y o o m o m 21 z m p • o z o ATTACHED GARAGE=789 SF A Z O va m o o s D D ;] O Z Z �'o i F Z D m�ca.gNn mm N Z �m0m COVERED PATIOS=283 SF p ?�m�' =w fD 0O Z O D m m of m t?�vo3- < mn 1 m $� D �� 1 ,20smTo�* 0 O DD A m m 0 m l om3'o L n_ m8 z v ❑ ❑ . < K y 3 O JZ Wnv zn o ,CI=0 �y°m� Ll -4� G_ p =N� O �00 �r m��Ommoa ® Z0 1 0 C_ Z ~zo 0�n = � Ny m3 A C n Ap mix L'.W'm^F.S6 Do z Cn y Ao O Iv�OW I c '�Z�ma.0 m 0 �- 000Ajm N a �NFo?a AZ v m O o oz •� ° D D In zm U �z z N n ��E s Zo D r C� a Ar L N BOZO 6 m m xa m O3 n O o `� v D v O tn_ m /� ny L '0-<Zn m DZ - Z o m ON } L V M Z W°z ZONE: R-2 ❑ m o io` DQ (�JDT7T7x000C mmx v v A N SEWER #: 20256 U3Z M'A wN(G - � �1 V1 N <D 3 3 3<0 �z WATER #: 9941 M �. Zm0 D zzzmT w L0 O to0mo m 222mz r , D* m Om,)an 3 �>p-< ---------------------------------------------------------------- D r O ° N THERE IS HISTORY OF HIGH WATER TABLE IN THIS SHEET: C m`( m n °0 SUBDIVISION. PROVIDE MEANS TO MITIGATE o m z o WATER IN CRAWL SPACE AS NECESSARY. A l 0 m ul O m f'11 - - - - - - - - - - x = N PROPERTY LINE CITY APPROVED PLANS z In m0 M Reviewed for Code Compliance m PLANS MUST BE ON JOB SITE PLAN NAME: M c FOR ALL INSPECTIONS Site Plan Page 6 of 15 AMENDED PLAT OF PARK RIDGE SUBDIVISION THE SPRINGS AT THE PRESERVE,A P.U.D. as 35 l0000-829686 Located In S89.55b2"E 2611.08' 35 saa�5 02'E — A Portion of Gov't Lots 3&4 and the 3 f 2 FOUND ALUMINUM GAP T S89'55'02"E 614.00'. 2 4 - ;,, C.P.-12018-011861 9.90' FOUND 5/8"REBAR NW ,Section 2 Lot a Lot 14 �,15 c8is� Township 10 South Range 17 East Boise Meridian REAL POINT OF UNPLAT7ED Ni'03'34'E 15,168 S.F. Lot.12 Lot 13 11,332S.F. 16,3Y6 S.E SO.04'58 W p > ter BEGINNING 1 �r tt,979S.F13,136S.F 17289' Twin Falls County,Idaho C66 Lot 10 UNPLAT79D 2Q19 S89.55'02"E 631.76' 16,032 S.F. 1 °t s fi 9 55'02 301.11' Sheet List Table 67 Sheet Number Sheet Title \ Lot 9 Lot 9 Lot 10 'Lot 17 Lot 19 La 20 16,121 S.F. 14,096 S.F. 13.?14 S.F 14,465S.F. 17,21 S.F. G 1 OF 7 PLAT FACE \ 15,040S.F Lot 11 �'' Lot 21 % 2 OF 7 SHEET 2 Qi Lot 18 14,780 S.F 22,061 B.F. 3 OF 7 SHEET 3Lot 8 (7 , S.F. 000 S.F. - G S�1�449S.F. '1� Lot 12 `Zn e GO /L5S 4 OF 7 SHEET 4 ' •� Lot 1 Lot 7 13000SF. L6 5 OF 7 CURVE&LINE DATA NORTH IZO50 S.F IZ610& j' La 23 Lot 22 ^ 6 OF 7 CERTIFICATE OF OWNERS 20,818 S.F. Lot 13 1Z380S.F. y 0 75 150 300 \ Lot 6 Lot '�. �. 7 OF 7 ACKNOWLEDGEMENTS 3,000 S.F. 1a,oz5s.F t s:F. � Lot 24 Lot 26 w i SCALE IN FEET 17,600 S.F. 23714 S.F. '°t Lac s ,1�sF. I p Survey References n 12,0255. fZ8f0 S.F. `\ \ Lot 25 <� a 1. *WORKMAN OFFICE CONDOMINIUMS, Legend o Lot \ Lot 4 Lot 15 Lot 27 A PUD' 2019-002728 g 16,23E S.F. # 01 12,O2S S.F 1Z610 S.F 1$000 S.F. 2$419 S.F. � 2. #2018-016980 Lot 3 ` Lot 16 �© 3• "CANYON VILLAGE SUBDIVISION NO. SUBDIVISION BOUNDARY LINE O $I,- g 1 'IZO25S.F tR86t 3S. 13000S.F. Lot28 2,A PUD`#20t6-014585 SECTION LINE — 21,898s.F. 4. #2014-001587 n Z Lot 2 r 5. "CANDLERIDGE EAST SUBDIVISION"- EASEMENT LINE --------------- Z v W Tract A `\ 1Z024P.F Lot 2 Lot 17 #2005-016975 rn f9.e3AC. fs,6fes.F 17,846S.F 6. #2005-004471 UTILITY EASEMENT UNE ----------- Lot 1ot 7. 12004-004471 'oU'A -M \ f374ss.F. jot 1 66,190s.F. 1�p� 8. #2004-001802 CENTERLINE OF STREET — 'vNi 20,486 S.F. �hry,� 9. #2000-013683 ;n .- 10 #1998-003717 LOT LINE z z \ g Loop 11 #1998-003716 yS Ck Lot 30 L L14 12" LESTER PARK SUBDIVISION" CALCULATED POINT-(NOT SET) 0 m .rot - 79 C3 52,981 S.F. #0000-038680 13. #843436 SET COPPER DISC - LS 10110 o U \�Q UNPLATTED L18 yAA?l-s v 14. 1629565 IQ 2 4?J" Lib -FOUND ALUMINUM CAP 9 17 5' Deed References 15'WITNESS CORNER WC C5 N89.4729W' L17 #2018-000648 FOUND 5/8"REBAR, LS 10110 CHENEY DRIVE EAST #2017-002593 OR:AS NOTED P 0 G* L23 L22 N89.7432'1V 732.80' - C6 T0 S 8BE SET- C10110 UNPLAT7ED . . 1 REBAR & GAP • TOO B BE SET- LS 10110 Health Certificate PROTECT SET 5/8-REBAR &CAP- S 10110 "SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE TITLE 50, CHAPTER 13, HAVE N BEEN SATISFIED BASED ON THE STATE OF IDAHO, DEPARTMENT OF ENVIRONMENTAL - '� QUALITY(DEQ)APPROVAL OF THE DESIGN PLANS AND SPECIFICATIONS AND THE 7qr CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED SATISFACTION"OF SANITARY ^. - 1 RESTRICTIONS. BUYER IS CAUTIONED AT THE TIME OF THIS APPROVAL, NO DRINKING WATER OR SEWER/SEPTIC FACILITIES WERE CONSTRUCTED. BUILDING CQNSTRUCTION POLE UNE ROAD CAN BE ALLOWED WITH APPROPRIATE BUILDING PERMITS IF DRINKING WATER OR SEWER N89'12'19"V✓ FACILITIES"HAVE SINCE BEEN CONSTRUCTED OR IF THE DEVELOPER IS SIMULTANEOUSLY N 58.00' CONSTRUCTING THOSE FACILITIES. IF THE DEVELOPER.FAILS TO CONSTRUCT FACILITIES r OR MEET OTHER CONDITIONS OF DEQ, THEN SANITARY RESTRICTIONS MAY BE Surveyors Narrative la, RE-IMPOSED,IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE THE PURPOSE OF THIS SURVEY 15 TO LOCATE AND MONUMENT THE BOUNDARY OF THE OF A CERTIFICATE OF DISAPPROVAL,AND NO CONSTRUCTION OF ANY BUILDING OR i z PARCEL OF LAND FOR FINAL PLAT.THE WEST BOUNDARY IS THE WEST BOUNDARY OF SHELTER REQUIRING DRINKING WATER OR SEWER/SEPTIC FACILITIES SHALL BE - SECTION 2;THE NORTH BOUNDARY IS THE REESTABLISHMENT OF THE SOUTH BOUNDARY ALLOWED." R OF"THAT CERTAIN RECORD OF SURVEY#2018-016980;THE EASTERN AND SOUTHERN 02 I/ad2a �3 F, ,E BOUNDARIES FOR THIS PHASE ARE PER ENGINEERING DESIGN. MONUMENTS THAT WERE A� 2 FOUND ALUMINUM DISTRICT L DEPARTMENT,EHS D'A7T—E� - FOUND AT THE BOUNDARY CORNERS, SECTION AND QUARTER CORNERS ARE OF RECORD CAP,LS 5617 - PER PREVIOUS RECORD OF SURVEYS AND/OR CORNER PERPETUATION AND RUNG C.P.12018-016513 FILER AVE E RECORDS REFERENCED HEREON. 3 Monument Certification Vicinity Map n.t.s. S\oOALLAN4,B THE INTERIOR MONUMENTS ON THIS PLAT SHOWN AS'TO BE SET"WILL BE SET IN F�5 �tST6q G9� ACCORDANCE WITH SECTION 5071333,IDAHO CODE,ON OR BEFORE 1 YEAR AFTER ago S, E4 0 THE RECORDATION OF THE FINAL PLAT OR AS DETERMINED BY THE CITY OF TWIN CITY APPROVED PLANS TWIN'FALLS COUNTY 10110 FALLS. x«oraee for: Reviewed for Code Compliance EM4 ENGINEERS 9:23:22 AM 07-08-2020S 4Tp OF Note: in PLANS MUST BE ON JOB SITE 2020-012782 TOTHER JEHM Engineers, IT IS THE INTENT OF THE DEVELOPER TO RESERVE TRACT A,BLOCK 7 FOR FUTURE g eers,Inc. No.P g.:7 Fee:S 77.00ICMTINAGLASCOCK SUBDIVISION DEVELOPMENT. - FOR ALL INSPECTIONS County Clerk V 161-17 FP1 Deputy:SRANJAC SHEET 1 OF 7 Page 7 of 15 IRC SECTION R317.1 TOP OF 1211 MIN TO 36"MAX OVERDIG p _ c WOOD SIDING,SHEATHING,AND FOUNDATION TO o WALL FRAMING ON THE EXTERIOR FROM EDGE OF FOOTING y o L d E. OF BUILDING TO BE 6"MIN.FROM BE MIN. 12"+2% 0— o 0 ENERGY COMPLIANCE EARTH&2"FROM CONCRETE OR BE ABOVE GUTTER 7s-0 o L c E r u v y Q y F PRESCRIPTIVE ENERGY CODE 5'-6" 31'-9" 9'-5" 9'4" o- w = a a � R-30 MIN IN FLOORS t g o E, R-20 MIN IN WALLS o R-38 MIN IN ATTIC SPACES OVER LIVING AREA II L } .35 U-VALUE MIN LOW-E WINDOWS " COVERED I y V O MIN CLEAR 4"MIN CONCRETE SLAB OVER _ _ � > a m C RA`Jl JL PACE I 4"COMPACTED GROVEL: \(1( 4 m FOR CONDITIONED CRAWL SPACES: N N 9.1/2BCI5000A i6"OCORE j, � . I ,? SAME AS PRESCRIPTIVE ABOVE WITH ADDITION OF. MIN(ti 1/2 DIAMETER ANCHOR BOLTS, �t BLOCKING REQUIRED _'f�MIN 7"EMBEDMENT wITH7• .'.• BLOCKING REQUIRED 3 2'X2 X3/16 PLATE WASHER AND NUTS _ R-1 MIN N FOUNDATION PERIMETER SHALL BE INSTALLED ABOVE SOLE PLATE AND b I c 9 SPACED AT 1/3 SPACING PERPENDICULAR TOGBEARING ® "W III PERPENDICULAR TO BEARING ,� - -• - I — — — — — — — _ L — — — — ".�.— 3 X11.25"NETCONT.HDR.MIN— — — �, — — — — — — T L Q SCALE: ALL HEADERS (2) 2x 1 0 UNO - - �a. 1ia =1-0 1 I 18 X 24 MIN CRAWL SPACE Access 1 1 ACCESS REQUIRED W/IN ZDZ 20 FT OF ALL UNDERFLOOR 77- In m¢ CLEANOUTS 18X24 MIN.CRAWL SPACE 1' DRAWN BY: _ ACCESS REQUIRED WITHIN - James Wallace z o z OVERDIG AS NECESSARY FV — FOUNDATION VENT g m 20 FTOF ALL UNDEFLOOR I ¢x z a t 12"MIN.to 36"MAX OVERDIG CLEAN OUTS O F-Q W z \ DATE DRAWN: FROM EDGE OF FOOTING F a W w w N N 11 11 11 11 11 11 11 08/30/21 TOP OF >,11 O n m F mm FOUNDATION TO I. >'1 LAST REVISED: w r aw5°4 + o LL BE MIN. 12" 2/0 ABOVE GUTTER ry ^�mzN - - ,: ': - T- -fflh�- ff - - ..DEPENDING ON SLAB HEIGHT MAY REQUIRE LANDING.20181RC R31 1.3.1 - - - - — - - C X N.m LL HE LANDING OR FLOOR ON THE EXTERIOR SIDE SHA NO J= — — — — — — — — BE MORE THAN 7-3/4 INCHES BELOW THE TOP OF THE THRESH OL — — N= PROVIDED THAT THE DOOR DOES NOT SWING OVER THE LANDING m II l 1 GARAGE m N BLOCKING REQUIRED J z IIILL - - 4"MIN CONCRETE SLAB OVER -�Q 4"COMPACTED GRAVEL \`l/ PERPENDICULARTOBEARING J2 W -1 / —- - - - - - - - S N - -' SLOPE 1/8"PER FT TO OPENING a 1 L _ _ m - - �. - - - - — °' - - O° O 'I . een -1 N CL t'm^ L i — — HG.1- —— �p I -'PORCH-- - _ MIN(2)1/2"DIAMETER ANCHOR BOLTS HARD SURFACE-- _ 4— MIN 7"EMBEDMENT WITH N 2"X2"X3/16 PLATE WASHER AND NUTS V SHALL BE INSTALLED ABOVE SOLE PLATE AND - - \ -6 7'-0"6'-1 1/2 14 I : SPACED AT 1/3 SPACING 1, I � � — O C^L^ 0 L SEE PRESCRIPTIVE PATH ','��. — — — � I:,� — — — '— — — — — —'—" FOR INSULATION WALL ASSEMBLY. BLOCKOUT FOR 9X8 OHD v, VERIFY R/O WITH BUILDER 2X6 TREATED PLATE in I 1' I � GARAGE OSB RIM FOAM SILL SEAL m j �j L.�:,I � S 9 1/2 BCI 5000 OR EQ 16"O C zT-7 t/z" t a'-tot/z' OR EQ 1/2 X 10 J-BOLT W/3/4 FLOOR SHTG 6"FOUNDATION WALL O I 4"MIN CONCRETE SLAB OVER I,' 1 C - { 4"COMPACTED GRAVEL W/2 ROWS OF#4 REBAR N SLOPE 1/8"PER FT TO OPENING I, PLEASE NOTE:THIS AREA REQUIRES A BRICKLEDGE AND 1 #4 REBAR VERT� m 1-.'�l ��1 L 72"O.C.MIN 1:' �4 �" L V 1 6XS FOOTING TYP W/2#4 REB 1. m Q O I M_ F N a:. O V W PONYWALL LED 1 6"OC 4 O ~ DAMP PROOFING REQUIRED D° J I W/TREATED PLATE N ON ALL EXT FNDN WALLS N 1` 6 MIL VAPOR BARRIER' a N O 1 LU Cy) } N 'o� 1LO Q m 30"MIN CRAWL SPACE IRC SECTION R317.1 WOOD SIDING•SHEATHING. w DEPTH MEASURED FROM AND WALL FRAMING ON THE EXTERIOR OF A BUILDIN G ',"I m> I BOTTOM OF FLOOR JOIST TO BE 6"MIN FROM EARTH&2"FROM CONCRETE C OR 'OVERDIG AS NEEDED BE PRESERVATIVE TREATED I f'' I I ''1 SHEET91 N — N N N CITY APPROVED PLANS 8'-0" 12'-0" a'-0" Reviewed for Code Compliance PLANS MUST BE ON JOB SITE Foundation 5'-6" 28'-0" 42'-6" ) 1/4"=1'-o FOR ALL INSPECTIONS PLAN NAME: PLEASE NOTE:THIS AREA REQUIRES A BRICKLEDGE Foundation Page 8 of 15 76'HO" 0 ENERGY COMPLIANCE IS'il" 12'-10" PRESCRIPTIVE ENERGY CODE 3`0" 5`6 1 2" ZHEi" L,2`6" LL,2`6" 2',4 1/2V 171" 2`1 3`9 1/2" 3`0" 3`0" 3`9 1/2" 1 .2 R-30 MIN IN FLOORS R-20 MIN IN WALLS T T 121 1 VT MT T . I I .. - - - I- .I - - ,1 1- P_ S R-38 MIN IN ATTIC SPACES OVER LIVING AREA 4 11/2" 411/2 EGRESS E 0 EGRES 4 1/2" 4 1/2" ­­4 02" 4 1/2"­­ AV .35 U-VALUE MIN Low-E WINDOWS 751l, 71j' El Y10'. 0 .:COVERED HUH- . BE Room 2 PO LI- U. D ZZ 'CEILING :Z ,�9 4 w. 0 , 9 FOR CONDITIONED CRAWL SPACES: BEDROOM 1 ZI MIN CONCRETE SLAB OVER; 9'CEIL.ING j 4:COMPACTED GRAYE�__-o :J, SAME AS PRESCRIPTIVE ABOVE WITH I Z ADDITION OF* E &XI 1.25"NAMIN. R-1 9 MIN FOUNDATION PERIMETER 2',4 1/2" 6" 1'-4" ET CONT.HDR -4" 5`3 1/2"', 9`3 1/2" BARN R 2`3" L, a�o G 3080 ID �pKTI SCALE: 3068 ID 1/4" 1'0„ MPER 1/2" 4 1/.2T' .TEZ IN KITCHEN 2',4 1/2, 3'-0" I'll 1/4" C—L t �'-" 2-4 114" co VAULTED S C W.I.C. - DRAWN BY: ALL HEADERS (2) 2x 10 UNO L AN 9'CEILING 1 9 1 BATH James Wallace LAUNDRY 9'CEILING �3: L 3068 -7 2`6 1/2' - - - - - F I DATE DRAWN: L ED OD 08/30/21 6N Z 1\ I I GREAT Room z FAN VAULTED BATH FV 9 1 LAST REVISED: - 9'CEII IN 4'�O" (M; •CEILING FAN FAN CP 10 b N ATTACHED GARAGE 789 SF -9 - Q WIC 9' 9'CEILING MAIN FLOOR = 2694 SF G L 0 COVERED PATIOS 283 SFFAN 71" 7'8 0 k Detector location: r 0 U) u w Smoke alarms and smoke detectors 2w aXr shall not be installed within 36" U0 FIRE SEPARATION horizontal path from the tip of the blades MA N WALLS 0 of ceiling-suspended fan. INT2!n!!R1N. -1 TOCOMMC/)S G Psum WIC ON GARAGE FACE 9'CEILING 2`10" 2'� 14'H5" -I BARN DOOR ❑ N 1, Z Smoke Detector location: I Smoke alarms and smoke detectors 0 m 10',4 1/In 7 .4'� 6'-7 114" GARAGE > shall not be installed within a 36" H6 1/��4'-1 5.�,/Z' 2`7"' 4'1" STUDY Room 1/2" U 1 O'CEILING 68 1 7 horizontal path from the supply register 19"CEILING 11 - LG_ Zw w LL of a forced air heating or cooling system 0 1-S" 4`5 3/4" POWDER Mw 9 IM,-"'- , 4"MIN CONCRETE SLAB OVER V1 and shall be installed outside of the PANTRY C M 4"COMPACTED GRAVEL.0 9 FT To OPENING direct airflow from those registers. 'D w SLOPE dir r� X PE 1/8"PER 9'CEILING 3EA111G 6? U wnu U ABELED LWI ON SUM ,CE IIE- e I 112 '�IJ8 2 ME CP CL 4 BEDROOM 3 —7— N —7 0 11/2'. 4 from bathroom doorway,unless this 1 0 -.411 COMPACTED GRAVEL I- AS Owl W 7 ED I I would prevent placement of a smoke OD MUD ROOM -3 1/2'I'15"�3'2 1�2" �:,4 1/2" 4`7" N 9 Smoke alarms shall be at least 3'away 9'CEILING `4"MIN CONCRETE SLAB OVER AS w U _j 0 alarm required by NFPA 72 91 CEILING .0 2" 4 1/2" 4 1 1A.- 14' For tray-shaped ceilings(coffered N V ETCONT.HDR.MI Stings),smoke alarms and smoke ET CONT.HDR.MI, detectors shall be installed on the 7 FIRE SEPARATION ceiling or on the MMON WALLS highest portion of the E-0[] [All�� sloped portion of the ceiling within 12" �'AcCESS TOCCE E 5/8 Gypsum vertically down from the highest point. (6068) ON GARAGE FACE In 0 CL Please reference NFPA 72 Chapter ALL T NETRATIONS 0 Lo TO BE FIRE CAULKED 29.vv _j PROVIDE BOLLARD FORIMPACT R315.1 Carbon monoxide alarms.For 0 PRO rECTION 1`9 71S� 1,9 qF.- new construction,an approved carbon monoxide alarm shall be installed outside of each separate sleeping area (\J in the immediate vicinity of the bedrooms in dwelling units within which GARAGE tn fuel-fired appliances are installed and in 1 O'CEILING dwelling units that have attached garages.v 0 C0 4"MIN CONCRETE SLAG OVER ED 411 COMPACTED GRAVEL SLOPE 1/8"PER FT To OPENING NFPA(Chapter 29)Smoke alarms shall not be installed in Uj the following locations unless this would prevent placement LO C) of a smoke alarm. 1.I nization smoke alarms shall not be installed less than -q 20?horizontally from a permanently installed cooking appliance. 2.1onization smoke alarms with an alarm silencing switch SHEET shall not be installed less than 10'horizontally from a permanently installed cooking appliance. 3.Photoelectric smoke alarms shall not be installed less — — — — — —than 6'horizontally from a permanently installed cooking appliance. P CITY APPROVED PLANS Reviewed for Code Compliance�aap A3 r, L 4 1/2" zDsp PLANS MUST BE ON JOB SITE j)First Floor FOR ALL INSPECTIONS =1._011 .'..14" 3'HC)" [ZHO" 114" �2'1" 3'1" 2`6" 1 81<)11 12'HO" 27-7 1/2" 14'10 1/2" PLAN NAME: 71 28`011 42`1" Main Floor Page 9 of 15 VERIFY e + c CANTILEVER IN c L THIS AREA OR E L 'N E O PROVIDE BEAM V N c } ALL HEADERS (2) 2X 10 UNO RAFTERS FOR OVERBUILDS .N _ o � � � PER IRC TABLE 802.4.1(3). � �t o RIDGEBOARDS AND VAULT LINE STARTS HERE VAULT LINE STARTS HER N ~ O SLEEPERS TO BE MIN. 2" BUT DINING CEILING IS FLAT BUT PORCH CEILING IS FLAT N G S TALLER THAN RAFTERS. PROVIDE FULL HEIGHT STUDS MIN(2)1/2"DIAMETER ANCHOR BOLTS 4 E IN BEARING WALLS BELOW ANY MIN "X3/1EMB PLATEMENT WITH II O �p v 2"X2"X3/16 PLATE WASHER AND NUTS GIRDER TRUSS LOADS ABOVE. SPACED INSTALLED ABOVE SOLE PLATE AND 5� EACH TRUSS PLY TO HAVE A SPACED AT 1/3 SPACING ..�1 p — STUD BELOW. 3 I Iry 3"X1 1.25"NET CONT.HDR.MIN. TE "i � ROOF FRAMING PLAN MAY � I .W NOT MATCH FINAL TRUSS ` L 2X1 2-PLY 1 1-7/8 LVL gl SCALE: LAYOUT. PLEASE VERIFY D 1/4"=V-0" ALL GIRDER TRUSS LOADS z " ON TRUSS FRAMING J =g DRAWN BY: O Z a J �rc °z James Wallace LAYOUT FROM MFR. o ¢N OD z 0 r0 ¢x O O DATE DRAWN: TRUSS DESIGN AND LAYOUT SHALL BE Z° w osisoizl PROVIDED AT FRAMING INSPECTION N M. VAULT LAST REVISED: X \w¢ wmmD PROVIDE MEANS TO RESIST UPLIFT AT EACH LOCATION SHOWN ON TRUSS "=a a DESIGN DETAILS cm MIN 22X30 PROVIDE COLLAR TIES FOR HAND D FRAMED ROOF RAFTERS & L2X10 W OVERBUILDS @ 4' O.C. MIN. EA DBL 2X10 IopDBL"-LL DBL 2X70 2-PLY 1 1-7/8 LVL w 477 1 -7 F-7 Fla'rsusPervoeo aoor-- MIN(2)1/2"DIAMETER ANCHOR BOLTS MIN 7"EMBEDMENT WITH A ASPHALT SHINGLES 2"X2"X3/1 6 PLATE WASHER AND NUTS'SHAL BE 15#FELT OR EQ SPACED AT INSTALLED LS ABOVE SOLE PLATE AND SPACING S I } 7/16 OSB OR EQ PRE-ENGINEERED ROOF TRUSSES 37 "NET CONT.H MIN. 1 5#FELT OR EQ DRIP EDGE ISULATION BAFFELS Ll Access 2-PLY 11-7/8 LVL MIN 22X30 FLAT ROOF SYSTEM DESIGN TO BE ' - — — — — _ _ — _ _ _ _ _ REVIEWED BY BLDG O DEPT.BEFORE O �Q/� METAL SOFFIT AND FASCIA 1/2 GYPSUM INSUL PER NOTES INSTALLATION. 0 L/ R38 LID I r: 2X6 STuDj R20 EXT WALLS O S 7/16 SHTG OR EQ R30 FLOOR N /HOUSEWRAP U N SIDING TBDE IJ N J L � 20 MIN LABELED SELF OD S` CLOSING HINGES n O SINGLE BTM PLATE �\� 1 1-7/8 BCI 5000 OR EQ 16"OC a V V m DBL TOP WITH 3/4 SHEATHING W/OSB RIM ON PERIMETER N Vl N S Uj Lid O 2X4 PONYWALL 2X TREATED SOLE PLATE ON 16XB FOOTING_ — - — — — — — — — SHEET- FOR FURTHER DETAILING ON FOUNDATION SEE FOUNDATION PLAN v A4 CITY APPROVED PLANS OFirst Plate Ht Reviewed for Code Compliance 1/4"=V-0" PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS PLAN NAME: Roof Framing Page 10 of 15 A-2 TABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES LENGTH=20 B MIXED o ia ia t LENGTH=50 . -0 v E- o ' PERPENDICULAR TO METHODS PFH,PFG AND CS-PF BRACED WALL PANELS REQ=3 C d 9 L N L. L REQ= 14 � `u— o � o PROV=4.5 >` L m TENSION STRAP CAPACITY REQUIRED(pounds)` A 51-2" PROV= 16 E Ultimate Design Wind Speed V(mph) LENGTH=4 REQ=7 LENGTH=50 E PROV=10.5 _ `o `01 12 a o REQ=5.5 31-9„ 19'-5„ i g,„4^ p ';`� 'm L 110 PROV 12 �'v N .s MINIMUM WALL 3`91/2" 11'-9" 3`9 L/2" - - S O L V 3'-1 O" i i'-9" 4'-0" 9'-9 1/2" 2'-4 1/2" 01 07 .N H c .2 rn STUD FRAMING MAXIMUM MAXIMUM MAXIMUM = w o `o NOMINAL SIZE PONY WALL TOTAL WALL OPENING CSWSP C:.P cs-ws ° O ` a B !_ W z CS-WSP CS-WSP z D, c AND GRADE HEIGHT(feet) HEIGHT(feet) WIDTH(feet) Exposure B 1 N C, 7'-91, 3 1 0 © 4 1/2" 4 i%2" - 9 1,000 LENGTH=4 4 C n v ®I 4 � 4 5 REQ=5.5 a 3 - - - - - - - - - - - - - - - - - - - - - - - - - U L NGTH=20 2 12 16 1,825 -A R Q=3 a E 18 2,200 PROV=9.5 0 °° Pizov=7 e 2 x 6 Stud Grade 9 1,450 I I p - 4 12 16 2,050 1 q MIN(2)1/2"DIAMETER ANCHOR BOLTS (� 18 3,350 M MIN 7"EMBEDMENT WITH O O °° 2 "x3/1 6 PLATE WASHER AND NUTS 3 w Straps shall be installed in accordance with manufacturers recommendations.dati 4 SHALL BE INSTALLED ABOVE SOLE PLATE AND t - P LENGTH=20 SPACED mREQ=3 - rt - - - - - - - - - - - - - - - - N v �w PROV=6 N m TABLE R602.10-5 MINIMUM LENGTH OF BRACED WALL PANELS N 3 z'4 vr' 14'-8 1/4" 41/4" v Minimum Length(inches) U sPF N -PF SCALE: P,1ETunn Adjacent clear opening Wall Height height(inches) 3"X11.25"NET CONT.HDR.MIN. 8 feet 9 feet 10 feet I I I DRAWN BY: <64 24 27 30 D James Wallace 68 26 27 30 a u ¢ 72 27 27 30 M Q (n m z, —( _ ❑ DATE DRAWN: o F¢w z / F I GB m 08/30/21 76 30 29 30 b3wou 3 80 32 30 30 F awu=wy J � \ U N 84 35 32 32 0 m F m F LAST REVISED: 88 38 35 33 ¢W < ° m C-, D. a m °I CS-WSP 92 43 37 35 D 0 N a 0 a \ ®I GB I O 9 96 48 41 38 - u) a N o" 100 44 40 4 104 49 43 108 54 46 ID O �I 112 50 u) 116 - - 55 IN L — — CSWSP I 5'-6" 8'-8 3/4" 5'-3 3/4" 4'-T' 2`7" 6'-9 1/2" 3`10" o 120 60 _ - _ - _ - - - - - - - - N — — 33,-6 — a m coxlalouur s"EAr"EONRACEO pANELMEEDNGMININM GB �ioiE01nRCNE"isa rAeLE CSWSP: D. E%IENT DE"EADER wTTNDasEa Poani ERAAE.s ITwo BRACED wAu waE to fJITFMOf HEADER Vnin SINGLE IroRrKFRANE 3 IaxE&ucED wALL PANELI 2-MIXED N U N 7 Nc sMe LENGTH=40 rn CSWS 4 CSWS N r E�ls"EDwoTN aE roENela LENGTH=30 onsE FOR ooIaE roRru vN REQ= 11.5 iD _ _ _ _ _ _ _ _N _ — — — — — — _ _ — — — 3 9 IENSIIXI STRAP PER REQ=4.5 - U a �'- II I rE-1�'soE PRov= 13 PRov=9.5 4 CL :8::• NeCRN—METNEA0EE DREEIOM DR'Nl1® L STRucr�RAL I -—ITHEO , CS-WS IC aWs I I II 1 FWe1A®IB�RIACEDNaNEaOMI 9O teD w W " CONK eE,meworoxlssoesxmlln rn PA°dTERr"1 A°Ra el°asw °O1f xABnMrnelD OED. sN.BE PLATE TOP " 3 4 I I }� I a y � NEeDER rD.lAasrw smAr PER THE i �i eao"o�cauNDox°E V Rm1N ?� U� MIN(2)1/2"DIAMETER ANCHOR BOLTSI ' NIODLE L OE THE y (V IN } j t •N Re0i.t0.n�aN BD1H soESOE apswx0 i� pORTu iEG"EwNT. gNl¢R—er _ MIN 7"EMBEDMENT WITH 0 •x IY opPosliE soE or sxEwT"w II D"Eaaworra.c ro.c.Tw. 2'-4" 3'-91/2" 2'-9" 9'-0" 2'-9" 3'-91/2" 3'-21/2" 2"X2"X3/16 PLATE WASHER AND NUT51 ° �E. EDDE C3 y y +�N N oouelF 1-FRANI—CMEREDwITxw". J SHALL BE INSTALLED ABOVE SOLE PLATE AND 3 3 W TNCK WOOD STIECTUM pu EE s"EwTNINa Ty�Mu�T�R a eipxCTW D SPACED AT I/3 SPACING I OJ xn 'y IA TN eO COMMON ORGKLVANIgD EOx NABS AT Tm r - D'Oc.—INANINO11SiUDS. S —F. r C '�+ BLOCwNG.AND 91LL51 M n n�Nr.LExorx of pANELpER rMUE Rmx.los (w eEA a.wl5T1Dj I I � —I— — —� E STEW;PER TABlE4 u�QJ n IT aex dAAIETFA cNOR IaLTs .Isla l:t wH ❑ •L wei PER—NEE R.w.awTrx Ll j�;, �� '� a CS-PF CS-PF 6 O Q R°qa Roe- Itl AR 3 a 2'-97/B" 9'-3" 2'-95/B" LENGTH=20 OLO •4 o o of 9: q 14'-10 1/2" REQ=3 v J3 U I _ � _ � � - � - PRov=7.5 OVER CONCRETE OR MASONRY BLOCK FOUNDATIONR D O µcror°i R°�i0is a R sE CITY APPROVED PLANS } N I— U L Reviewed for Code Compliance = v N LEGEND: L. CSWSP - CONTINUOUS SHEATHING PLANS MUST BE ON JOB SITE U FOR ALL INSPECTIONS WOOD STRUCTURAL PANEL 0 V m CS-PF - CONTINUOUS PORTAL FRAME co TABLE R602.10.5 In G B ' Gypsum BOARD Minimum Length-Inches V M -E— Method Portal header Height L1J L ) O 8 feet 9 feet 10 feet �...t D I PFH Support Roof Only 16 16 16 LENGTH=440 One Story and Roof 24 24 24 REQ=5.5 SHEET: PROV= 10.5 CS-PF SDC A,B,C 16 18 20 - - - - - - - - 3 d d TABU Re02t0.N1I BRACIND REWIREMEXTe BARED ON WIND SPEED LENGTH=30 4 '� PWTIIANROFHEIv •EosooTMEANRoofNuoNT NWIauN TOTAL LExoTN IPccTI OP BRAcI:D wnu PAxcuJMREQ=4.5 U T — — 0i00T WALL NBONT REWIRED ALONG EACH BRACED WALL LINE• PROV=12 •E BRACED WALL LINES CSWS unlRNw s'r""oOa ORsIgn WIM BwwE NYII LYN DWB,WSP.SFB, a1101oN CSWSP cwEE BwIY LRneon epecinf MRiNRO LIB YNINOOB PBS.PGP.XPS, OLWBR CLO, (l ql l (Mq BV.WSP.CS-B , CBIF OWall Bracing CS-wSP CSWSP D ""'CEf° 1 t0 S.5 9.5 3� 1.5 1/4"=1'-01, LENGTH=40 Q m en e.D as ao 3'1" 5'-0" 3'-33/4" 5'41/2" 3'-33/4" 5'-0" 3'-0" ■ REQ=5.5 Eo es aE EE 4.5 PROV=7.5 ED 11.5 14.0 BS SS 28'-0" ED 11.0 H.0 BA T.0 PLAN NAME: EO 1e.5 1B5 SS BA Wall Bracing Page 11 of 15 o 07 C p L } L U '- c E z v E y C W i_ O .2 c� it._ � ut C Ol Q N LEll y � E t i } O V PEAK /1 25'-8 3/4" o ,y e E �l p Roof - 22'-2 3/4" z 8/12 ® - - _ 3 3 E SCALE: 1/4"=1'-0" DRAWN BY: First Plate Ht /1 James Wallace 10'-6 7/8" DATE DRAWN: - 08/30/21 OD — m \ v \ LAST REVISED: m n o� — - - - - - - - - - - - - - - First Floor 1'-5 3/4" Fou nda' n . 712 O East L tn PEAK n L 25'-8 3/4" D CL Roof O 22'-2 3/4" 1-w Q 8/12 Ol O Q O First Plate Ht oiL ty S 10'-6 7/8" '~ V N 0 0 Lj❑ ■ ❑ I L V) U First Floor V v Im 1 5 (V (� — - - - oun ahon , Uj T.O.Crawl Footing AL 1'6" V B Footin 2'-2" SHEET: OWest 1/4"=1'-0" A CITY APPROVED PLANS ' 6 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE PLAN NAME: FOR ALL INSPECTIONS Elevations Page 12 of 15 o c E L N E o PEAK / 25'-8 3/4" d . L 3 2 c� _ � ut Roof -2 s c E & - - - - - - - - - - - - - - - - - 22'-2 3/4" V c d c ~ .5 m c io y w y E r z � o v J G 12 Z _ 12 J a E q� s .�z First Plate Ht n ® 3 10'-6 7/8" �-I w SCALE: OD - ro \ HH 7 ❑❑❑❑ \ M DRAWN BY: rn m ❑❑❑❑ James Wallace DATE DRAWN: _ _v _ First Floor 1'-5 3/ 08/30/21 undation LAST REVISED: 7 1/2" Footin 1,-6„ B. wl Footin � Buildings shall have approved address numbers,or approved building Identification placed 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 OSouth building Identification placed in a position that is plainly legible,visible from 1/4'=1'-01. the street or frontage road fronting the property and of a contrasting color(IFC 505.1). Address size is based on distance from the street:up to 50 ft.is 4 in.,51 to 100 ft.is 6 in.,101 to 150 ft.is 8 in.,151 to 200 ft.is 10 in.and greater is 12 in PEAK 25.-8 3/4" 8/12 � — - - - - - - - - - - - - - - - - - - - - - - - - - Roof CL 22'-2 3/4" '-I s cs rn o First Plate Ht O 10'-6 7/8" _J O S } 77- 7 7 U L L V N --U.JL]tj U '45 co First Floor - - — 0 V . . .. :.... : Founda' n ER�OD �1� I Footin w }O 1'-6" B.O.69WI Footin -i -2'-2" ONorth 1/4"=1'-0" SHEET: CITY APPROVED PLANS A 7 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE PLAN NAME: FOR ALL INSPECTIONS Elevations Page 13 of 15 10091 104 CITY APPROVED PLANS ROOF-CEILING CONSTRUCTION Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS TABLE R802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf,ceiling not attached to rafters,L/A=180) DEAD LOAD=10 psf DEAD LOAD=20 psf RAFTER 2x4 2x8 2x8 1 2x10 1 2x12 1 2x4 2x6 2x8 2x10 1 2x12 SPACING SPECIES AND GRADE Maximum rafter spans' (inches) (feet- (feet- (feet- (feet- (feet- (feet- (feet- (feet- (feet- (feet- inches) inches) inches) inches) inches) inches) inches) inches) inches) inches) Douglas fir-larch SS 10-0 15-9 20-9 Note b Note b 10-0 15-9 20-5 24-11 Note b Douglas fir-larch #1 9-8 14-9 18-8 22-9 Note b 9-0 13-2 16-8 20-4 23-7 Douglas fir-larch #2 9-6 14-0 17-8 21-7 25-1 8-6 12-6 15-10 19-4 22-5 Douglas fir-larch #3 7-3 10-8 13-6 16-6 19-2 6-6 9-6 12-1 14-9 17-1 Hem-fir SS 9-6 14-10 19-7 25-0 Note b 9-6 14-10 19-7 24-1 Note b Hem-fir #1 9-3 14-6 18-5 22-6 26-0 8-11 13-0 16-6 20-1 23-4 Hem-fir #2 8-10 13-7 17-2 21-0 24-4 8-4 12-2 15-4 18-9 21-9 Hem-fir #3 7-1 10-5 13-2 16-1 18-8 6-4 9-4 11-9 14-5 16-8 12 Southern pine SS 9-10 15-6 20-5 Note b Note b 9-10 15-6 20-5 25-4 Note b Southern pine #1 9-6 14-10 19-0 22-3 Note b 9-0 13-5 17-0 19-11 23-7 Southern pine #2 8-7 12-11 16-4 19-5 22-10 7-8 11-7 14-8 17-4 20-5 Southern pine #3 6-7 9-9 12-4 15-0 17-9 5-11 8-9 11-0 13-5 15-10 Spruce-pine-fir SS 9-3 14-7 19-2 24-6 Note b 9-3 14-7 18-8 22-9 Note b Spruce-pine-fir #1 9-1 13-9 17-5 21-4 24-8 8-5 12-4 15-7 19-1 22-1 Spruce-pine-fir #2 9-1 13-9 17-5 21-4 24-8 8-5 12-4 15-7 19-1 22-1 Spruce-pine-fir #3 7-1 10-5 13-2 16-1 18-8 6-4 9-4 11-9 14-5 16-8 Douglas fir-larch SS 9-1 14-4 18-10 24-1 Note b 9-1 14-0 17-8 21-7 25-1 Douglas fir-larch #1 8-9 12-9 16-2 19-9 22-10 7-10 11-5 14-5 17-8 20-5 Douglas fir-larch #2 8-3 12-1 15-4 18-9 21-8 7-5 10-10 13-8 16-9 19-5 Douglas fir-larch #3 6-4 9-3 11-8 14-3 16-7 5-8 8-3 10-6 12-9 14-10 Hem-fir SS 8-7 13-6 17-10 22-9 Note b 8-7 13-6 17-1 20-10 24-2 Hem-fir #1 8-5 12-7 15-11 19-6 22-7 7-8 11-3 14-3 17-5 20-2 Hem-fir #2 8-0 11-9 14-11 18-2 21-1 7-2 10-6 13-4 16-3 18-10 Hem-fir #3 6-2 9-0 11-5 13-11 16-2 5-6 8-1 10-3 12-6 14-6 16 Southern pine SS 8-11 14-1 18-6 23-8 Note b 8-11 14-1 18-5 1-11 25-11 Southern pine #1 8-7 13-0 16-6 19-3 22-10 7-10 11-7 14-9 17-3 20-5 Southern pine #2 7-6 11-2 14-2 16-10 19-10 6-8 10-0 12-8 15-1 17-9 Southern pine #3 5-9 8-6 10-8 13-0 15-4 5-2 7-7 9-7 11-7 13-9 Spruce-pine-fir SS 8-5 13-3 17-5 22-1 25-7 8-5 12-9 16-2 19-9 22-10 Spruce-pine-fir #1 8-2 11-11 15-1 18-5 21-5 7-3 10-8 13-6 16-6 19-2 Spruce-pine-fir #2 8-2 11-11 15-1 18-5 21-5 7-3 10-8 13-6 16-6 19-2 Spruce-pine-fir #3 6-2 9-0 11-5 13-11 16-2 5-6 8-1 10-3 12-6 14-6 Douglas fir-larch SS 8-7 13-6 17-9 22-1 25-7 8-7 12-9 16-2 19-9 22-10 Douglas fir-larch #1 7-11 11-8 14-9 18-0 20-11 7-1 10-5 13-2 16-1 18-8 Douglas fir-larch #2 7-7 11-0 14-0 17-1 19-10 6-9 9-10 12-6 15-3 17-9 19.2 Douglas fir-larch #3 5-9 8-5 10-8 13-1 15-2 5-2 7-7 9-7 11-8 13-6 Hem-fir SS 8-1 12-9 16-9 21-4 24-8 8-1 12-4 15-7 19-1 22-1 Hem-fir #1 7-10 11-6 14-7 17-9 20-7 7-0 10-3 13-0 15-11 18-5 Hem-fir #2 7-4 10-9 13-7 16-7 19-3 6-7 9-7 12-2 14-10 17-3 Hem-fir 93 5-7 8-3 10-5 1 12-9 14-9 5-0 7-4 9-4 11-5 13-2 (continued) 2018 INTERNATIONAL RESIDENTIAL CODE° Hann^ C 389 Copyright O 2017ICC.ALL GH sed b Q fid.or ((5Twin Falls)Order Number u100915 ton on Jul 31,2020 02:11 PM(PDT)pursuant to License Agreement with ' ICC.No further reproduction,no further r coons by any third party,or distribution authorized.Single user only,copying and net—long prohibited.ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT,AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 100915104 ROOF-CEILING CONSTRUCTION TABLE R802.4.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf,ceiling not attached to rafters,L/A=180) DEAD LOAD=10 psf DEAD LOAD=20 psf RAFTER 2x4 2x6 2x8 2x10 1 2-12 1 2x4 1 2x6 2x8 2x10 2x12 SPACING SPECIES AND GRADE Maximum rafter spansa (inches) (feet- (feet- (feet- (feet- (feet- (feet- (feet- (feet- (feet- (feet- inches) inches) inches) inches) inches) inches) inches) inches) inches) inches) Southern pine SS 8-5 13-3 17-5 22-3 Note b 8-5 13-3 16-10 20-0 23-7 Southern pine #1 8-0 11-10 15-1 17-7 20-11 7-1 10-7 13-5 15-9 18-8 Southern pine #2 6-10 10-2 12-11 15-4 18-1 6-1 9-2 11-7 13-9 16-2 19.2 Southern pine #3 5-3 7-9 9-9 11-10 14-0 4-8 6-11 8-9 10-7 12-6 Spruce-pine-fir SS 7-11 12-5 16-5 20-2 23-4 7-11 11-8 14-9 18-0 20-11 Spruce-pine-fir #1 7-5 10-11 13-9 16-10 19-6 6-8 9-9 12-4 15-1 17-6 Spruce-pine-fir #2 7-5 10-11 13-9 16-10 19-6 6-8 9-9 12-4 15-1 17-6 Spruce-pine-fir #3 5-7 8-3 10-5 12-9 14-9 5-0 7-4 9-4 11-5 13-2 Douglas fir-larch SS 8-0 12-6 16-2 19-9 22-10 7-10 11-5 14-5 17-8 20-5 Douglas fir-larch 41 7-1 10-5 13-2 16-1 18-8 6-4 9-4 11-9 14-5 16-8 Douglas fir-larch #2 6-9 9-10 12-6 15-3 17-9 6-0 8-10 11-2 13-8 15-10 Douglas fir-larch #3 5-2 7-7 9-7 11-8 13-6 4-7 6-9 8-7 10-5 12-1 Hem-fir SS 7-6 11-10 15-7 19-1 22-1 7-6 11-0 13-11 17-0 19-9 Hem-fir #1 7-0 10-3 13-0 15-11 18-5 6-3 9-2 11-8 14-3 16-6 Hem-fir #2 6-7 9-7 12-2 14-10 17-3 5-10 8-7 10-10 13-3 15-5 Hem-fir #3 5-0 7-4 9-4 11-5 13-2 4-6 6-7 8-4 10-2 11-10 24 Southern pine SS 7-10 12-3 16-2 20-0 23-7 7-10 11-10 15-0 17-11 21-2 Southern pine #1 7-1 10-7 13-5 15-9 18-8 6-4 9-6 12-0 14-1 16-8 Southern pine #2 6-1 9-2 11-7 13-9 16-2 5-5 8-2 10-4 12-3 14-6 Southern pine #3 4-8 6-11 8-9 10-7 12-6 4-2 6-2 7-10 9-6 11-2 Spruce-pine-fir SS 7-4 11-7 14-9 18-0 20-11 7-1 10-5 13-2 16-1 18-8 Spruce-pine-fir #1 6-8 9-9 12-4 15-1 17-6 5-11 8-8 11-0 13-6 15-7 Spruce-pine-fir #2 6-8 9-9 12-4 15-1 17-6 5-11 8-8 11-0 13-6 15-7 Spruce-pine-fir #3 5-0 1 7-4 9-4 11-5 13-2 4-6 6-7 8-4 10-2 11-10 Check sources for availability of lumber in lengths greater than 20 feet. For SI: 1 inch=25.4 turn,1 foot=304.8 turn,1 pound per square foot=0.0479 kPa. a. The tabulated rafter spans assume that ceiling joists are located at the bottom of the attic space or that some other method of resisting the outward push of the rafters on the bearing walls,such as rafter ties,is provided at that location.Where ceiling joists or rafter ties are located higher in the attic space,the rafter spans shall be multiplied by the following factors: Hc✓HR Rafter Span Adjustment Factor 1/3 0.67 1/4 0.76 115 0.83 1/6 0.90 1/7.5 or less 1.00 where: Hc = Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls. HR = Height of roof ridge measured vertically above the top of the rafter support walls. CITY APPROVED PLANS b. Span exceeds 26 feet in length. Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 390 P Ages-15-otaf T18 INTERNATIONAL RESIDENTIAL CODE° Copyright®2otzICC.ALL GH fid.or ( Twin Falls)Order Numberutoortston on Jul 31,zozo az:tt PM(PDT)pursuant to License Agreement with ICC.No further reproduction,no further tions by any third party,or distribution authorized.Single user only,copying and net—long prohibited.ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT,AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER.