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HomeMy WebLinkAbout15-0518 15-0536 1425 Field Stream Way plans L-1 ��KAR l y 1 1 26O UNITS LLS FIR TWIN FALLS, I�AHO ����� O� ������ 20 TWO BR 20 THREE BR T-1 TITLE SHEET CIVIL ENGINEERING APPROVED zo / /12 ONE BR / 8 STUDIOS Twin Falls Fire Dept. U T E O �m Q H ABVE INCLUDES 1 ONE BR HC, S-1 SITE PLAN C-1 SITE NOTES �t-IGj fjwir 1 TWO BR HC, 1 THREE BR HC S-2 SITE NOTES C-2 SITE UTILITIES OWNERS-4 CARPORTS C-3 GRADING&DRAINAGE PLAN } s S-4 MAIL BUILDING C-4 GRADING DETAILS FIELD STREAM APARTMENTS LP S-5 SITE DETAILS C-5 SEWER PROFILES 565 W. MYRTLE, STE 250 S-6 SITE ELECTRICAL C-6 CONCRETE&ASPHALT DETAILS UJ BOISE, IDAHO 83702 S-7 SITE FOOTCANDLE PLAN C-7 STREET CUT&DETAILS PH. (208)331-4711 A-1 FOUNDATION PLANS C-8 EROSION CONTROL PLAN In A-2 FOUNDATION PLANS 1A GENERAL CONTRACTOR A-3 BUILDING PLANS LANDSCAPE Y�1 A-4 BUILDING PLANS WRIGHT BROTHERS,THE BUILDING CO. A-5 BUILDING PLANS P.O. BOX 877 P.O. UNIT PLANS L1-00 SITE&NOTES EAGLE, IDAH083616 A-7 UNIT PLANS L1-01 SITE&NOTES 4 PH. (208)938 6000 A-8 UNIT PLANS L1-02 SITE&NOTES FM A-9 ELEVATIONS A-10 ELEVATIONS A-11 SECTIONS � '� ARCHITECT: A-12 SECTIONS ce A-13 STAIR SECTIONS&DETAILS 0 WILSON ARCHITECTURAL A-14 SCHEDULES, DR&WDW DETAILS 4961 BRADLEY, STE A A-15 CABINETS GARDEN CITY, IDAHO 83714 A-16 UNIT ELECTRICAL PH. (208)344 1800 A-17 UNIT ELECTRICAL /A A-18 UNIT ELECTRICAL Y/ A-19 UNIT HVAC ADDENDUM NUMBER C A-20 UNIT HVAC .2. A-21 UNIT HVAC 60 APARTMENTS A-22 UNIT PLUMBING A-23 UNIT PLUMBING 1A The sprinkler contractor shall send all plans to the State Fire Marshal,at Idaho State Fire _ A-24 UNIT PLUMBING Marshal,700 West State Street,3'tl floor,Boise,Idaho 86720 BUILDING AND UNIT COUNT A-25 BLD'G PLUMBING 1B The sprinkler valves will be set in the open position. BLD'G STUDIO 11311 1 BR HC 2 BR 2 BR HC 3 BR 3 BR HC A-26 BLD'G PLUMBING 1C See plans submitted to Twin Falls Fire Department by EHM. 111111110 A-27 FAIR HOUSING BLD'GS 1 0 3 1 D � D D thDe FDC he sprinkler contractor shall mount a visual alarm device(Exterior Strobe)in the area of B-1 CLUBHOUSE FOUNDATION BLD'GS 2,10 4 8 0 0 0 0 0 B-2 CLUBHOUSE PLAN 1E A Knox Box shall be located nextto each riser room door.This Knox box shall be similarto BLD'GS 3,4'13 0 0 0 11 1 0 0 B-3 CLUBHOUSE ELEVATIONS Knox Box#3202 or as approved by the Twin Falls Fire Department. BLD'GS 5,6 4 0 8 8 0 0 o B-4 CLUBHOUSE CAB.AND SECTIONS 1F Provide One(1)2A-10BC portablefire extinguisherin each apartment mounted above 15" B-5 CLUBHOUSE ELECTRICAL above the finish floor under the kitchen sink. 11,12 7,8,9, 0 0 0 0 0 19 1 B-6 CLUBHOUSE HVACr 11,12 B-7 CLUBHOUSE PLUMBING pr During construction gas Twinmete ally Fir tDepartm subject to vehicle impact it shall be �� protected in a manor approved b the Twin Falls Fire Department. O TOTALS 8 11 1 19 1 19 1 14 BUILDINGS W/A TOTAL OF)S6UNITS AND A CLUB HOUSE � c 8 STUDIO AREAS: N*� V ul 11 ONE BEDROOM SITE: (218,800 SO FT EST) 1 ONE BR HC PARKING SPACES:143 INCLUDING II 19 TWO BR TOTAL INCLUDES 6 H.C.SPACES 1 TWO BR HC TOTAL INCLUDES r10'CARPORTS 19 THREE BEDROOM Gam; TYPE OF CONSTRUCTION: 1 THREE BR HC THESE DRAWINGS WERE PREPAIRED 1�910 2012 IBC UNIT TYPES: ALL BUILDINGS TYPE VB USING THE FOLLOWING CODES: 1 U1 UNIT FIRE SPRINKERING TYPE 13-R 6 � 3 TYPE AUNITS ACCESSIBLE)(GROUND FLOOR ONLY) FROST DEPTH 24" 2012 IBC (WITH IDAHO AMENDMENTS) 31 TYPE B UNITS ADAPTABLE (GROUND FLOOR ONLY) l� 26 STNDARD UNITS(SECOND�LOOR ONLY) PRESUMED SOIL BEARING PRESSURE 1500 PSF 2012 IECC WITH IDAHO AMENDMENT'S) COIMATE ZONE 5B 2012 IMC (WITH IDAHO AMENDMENTS) L r9j n TOTAL 60UNITS WIND EXPOSURE "B" 2014 NEC 060�s 2012 INTERNATIONAL FIRE CODE 'A �� N a Fa��- FL p FR CD rF 0 77 N�1� IE S 0 2009 IDAHO STATE PLUMBING CODE W/2014 UPDATES I:N .1 ROOF LOAD &TRUSS DESIGN VALUES 2009 ICC A117.1-2009 ACCESSIBLE ANDUSABLE C �" . ENERGY CONSERVATION:ALL WINDOWS SHALL BE INSULATED GLASS U.30,EXTERIOR DOORS BUILDINGS AND FACILITIES SHALL BE INSULATED STEEL; ATTIC INSULATION SHALL BE R•49;WALL INSULATION SHALL BE AS WIND- 110 MPH 0 - NOTED IN THE WALL SECTIONS;FOUNDATION AND SLAB INSULATION SHALL BE AS NOTED IN THE FND DET. LIVE- 40 LB./SQ. FT. (45 @ CARPORTS) 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN ALL AREAS SHALL BE EQUIPED WITH SMOKE DETECTORS AS REQUIRED BY THE UNIFORM4AALDKG CODE. -5�4- SEISMIC- SITE CLASS "D" FIRE EXTINGUISHERS SHALL BE PROVIDED AT LOCATIONS AS REQUIRED BY THE FIRE DEPARTMENT. BUILDING USE AND OCCUPANCY ALL SINTERIOR WALKS TO BE 48"WIDE UNLESS NOTED OTHERWISE,ALL WALKS AT PARKING SHALL BE 60"H GRADE TO SLOPE DOWN AND AWAY FROM ALL BUILDINGS. PROVIDE CALCULATIONS .AN CLASSIFICATION: WIDE AND ALL INTERSECTIONS SHALL BE36"RADIUS. IDAHO LICENSED ENGINEER. TELEPHONE AND ELECTRECTICAL SERVICE SHALL BE UNDERGROUND AND SHALL BE PROVIDED BY THE APARTMENTS R-2 CONTRACTOR. PROVIDE TRUSS DETAILS FOR OFF SITE WALKS,CURBS GUTTERS,AND CURB CUTS TO BE AS REQUIRED BY THE CITY, CLUBHOUSE B CONTRACTOR SHALL 013 f41N ALL PERMITS AND PAY ALL FEES. EACH TRUSS TYPE AND In UJ CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT JOB SITE.CONTRACTOR SHALL VERIFY ALL STREET AND ROOF FRAMING PLAN. SEWER ELEVATIONS BEFORE STARTING CONSTRUCTION. ALL SEWER AND WATER CROSSINGS SHALL BE IN ACCORDANCE WITH CITY,COUNTY,STATE,AND DEQ. N WATER 4H ABOVEPGRADERN RELIEF OWN CONDITION.PIPED TO THE EXTERIOR OF ALL BUILDINGS AND NOTE: M _.. __. PROF -Q ALL PLUMBING FIXTURES SHALL BE EQUIPED WITH A SHUT OFF VALVE EXCEPT THE BATH TUB. � � ��ab���"I'E Fs� •• d ALL WATER LINES IN THE CRAWL SPACE SHALL BE INSULATED WHERE THEY ARE NOT ON THE WARM ALL CONSTRUCTION MUST COMPLY WITH THE 'FEDERAL REGISTER' SIDE OF THE INSULATION. MAXIMUM SILL HEIGHT OF ALL BEDROOM WINDOWS SHALL BE 44". PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, suaamePlansne�e aolsel m THE PROJECT SHALL BE CONSTRUCTED UNDER THE FAIR HOUSING ACT.THIS WILL REQUIRE THAT OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL been reviewed andaPM°vim Aptd a THE CONTRACTOR BE VERY CAREFUL NOT TO EXCEED THE PEDESTRIAN SLOPES AS REQUIRED BY OPPORTUNITY-24 CFR CHAPTER 1 -FINAL FAIR HOUSING ACCESSIBILITY nevuctionsubpOF ua�o� sheet THE ANSI,UFAS,ADA,AND THE 2010 ADA DESIGN GUIDELINES. GUIDELINES DATED WED. MARCH 6, 1991. A r,,Field Inspection a`— page-01 _ _..._. _. ete �� DIMENSION BASE y LINE-90 DEGREES O THE NORTH DIMENSION BASE LEGEND ROPERTY LINE LINE-PARALLEL TO 11 THE NORTH PROPERTY A STUDIO B ONE BEDROOM ABOVE A ONE BEDROOM C ONE BEDROOM ABOVE A ONE BEDROOM HC 50--0 39'-7" 91'-0" 136'-0' 4T-6" 98'-4" D TWO BEDROOM ABOV E A TWO BEDROOM _ _______ _ _ _- E TWO BEDROOM ABOVE A TWO BEDROOM HC F THREE BEDROOM ABOVE A THREE BEDROOM G THREE BEDROOM ABOVE A THREE BEDROOM HC t t H CLUB HOUSE 6" E 484.30' p p S 89,59'3 I CLUB HOUSE COVER -� �}--.- - •---- J MAIL io K TRASH M -- - ---. -- L PLAY �i■ M CARPORT q �S��fj'L�i A 5 D B 2 n UNIT MIX I M � y IS-0'518 8 STUDIO 12 ONE BR INCLUDING 1 ONE BR HC - I 4 , L 3 B 1 20 TWO BR INCLUDING 1 TWO BR HC I D D E g 20 THREE BR INCLUDING 1 THREE BR HC fO A III 4 q I I ► p� cp I TOTAL UNITS 60 I o M P "> 1■ PARKING 04 � I Tr --- - - a E -HC PARKING 6 , MTOTAL PARKNON HC ING 143ING 7 - - M --- - -- ivl c - JS OS3G 55,-0" N 17' 1 + 45'-0" N 11T-0" 2 iE- 1 '. 1 -4 18'- " 99'-0" ,_41' C4lp�/+s CARPORTS 60 - - - -- `j•�3) U) m `I I — --- — -- J -- ------- GENERAL NOTES: M 1) ALL INTERIOR WALKS SHALL BE W-W UNLESS NOTED OTHERWISE ———— — "— — I I 2) ALL DIMENSIONS AND NEW CONST ON SITE SHALL BE 90 OR 55'^ 4 -Q° 92'-10" 4 " 5'-5" _ 180 DEGREES TO THE DIMENSION BASE LINE OR THE SOUTH ' F � 91_0" A D D PROPERTY LINE OR AS NOTED- I 3 �. ih 3) SEETHE CITY BUILDING AND FIRE DEPARTMENT FOR APPROPRIATE I F + 14 X O I BUILDING NUMBERS AND ADDRESSES. � T I9mill to u� H4) PROJECT SIGN IS THE RESPONSIBILITY OF OWNER. F F5) CIVIL ENGINEER TO PROVIDE ALL REQUIRED SITE, PAVING,WALK AND CURB DETAILS. 49 1 6) CIVIL ENGINEER TO PROVIDE SITE UTILITY PLANS AS REQUIRED. F J L 60 I F �5--0'StS M i I mr NoTes: o �y 5 A F - 45�5 12 4 13 1) PROJECT SIGN MATERIALS ALLOWANCE OF$3000.00 A DO BY OWNER. INSTALLATION BY CONTRACTOR NOT INCLUDED IN ALLOWANCE , \ 10 � `4l G D C*' 45 11 I Lu Ill �` \\ B F of _ � \ In 99'-0� -, � �. 10 A e --s" 96'- " I o cA1 M \ W L WA NURT ' L --133'- - ----- M o -———— ----- 0 N 87°00'48" W 484.96' co LINE OF WATER NOTE: SET BACK EASMENT LINE OF SIDEWALK ALL CONSTRUCTION I VI OF THE LINE AND UTILITY EASMENT DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER 1- SITE PLAN N FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,1991.THE _ •- PROJECT MUSTALSO MEET THE REHABILITATION ACT OF 1973 AS AMENDED AS SCALE: 1)„ 30,-0�, IMPLEMENTED BY THE"UNIFORM FEDERAL ACCESSIBILITY STANDARDS"(UFAS)AND eo PR a IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE �S sf�Oy " > OF ACCESSIBILITY WILL BE COMPLIED WITH. �QIdi 1 •So d R 452 sheet no: ATE OF\��0 94 y ofi S 89°59'36" E 484.30' t LEGEND ' BLDG DESCRIPTION, AREA, COST r-------------- ———————————————————————----- — ----� FI I �i■ I 1 3 ONE BR AND 1 ONE BR HC -- AREA 2,808 S.F. -- COST $383,868.00 5 D A A BO n 2 4 ONE BR AND 2 STUDIO -- AREA --3,816 S.F. -- COST $575,802.00 YI 3 3 TWO BR & 1 TWO BR HC -- AREA 3,571 S.F. -- COST $383,868.00 4 4 TWO BR -- AREA 3,472 S.F. -- COST $383,868.00 4 L 3 B = 5 4 TWO BR & 2 STUDIO S.F. -- AREA 4,490 S.F. -- COST $575,802.00 1 D D E 6 4 TWO BR & 2 STUDIO S.F. -- AREA 4,490 S.F. -- COST $575,802.00 I CC) A B 7 4 THREE BR -- AREA 4,488 S.F. -- COST $383,868.00 A ' 40 8 4 THREE BR -- AREA 4,488 S.F. -- COST $383,868.00 a°0o DN = 9 4 THREE BR -- AREA 4,488 S.F. -- COST $383,868.00 10 4 ONE BR AND 2 STUDIO -- AREA --3,816 S.F. -- COST $575,802.00 t i■ 11 4 THREE BR -- AREA 4,488 S.F. -- COST $383,868.00 I ----------------- ------- ----- 12 3 THREE BR -- 1 3 BR HC -- AREA 4,518 S.F. -- COST $383,868.00 M M —————————TF M 13 4 THREE BR M -- AREA 4,488 S.F. -- COST $383,868.00 M 14 CLUB HOUSE -- AREA 1,714 S.F. -- COST $ 181,000.00 � I — — — J MAIL -- AREA 104 S.F. -- COST $10,902.00 6 M M1- CARPORTS -- COST $50,000.00 N — y M13 0 — -- lT- ] - - - M Mo� ------------- - -- q --- -- --- -- M— I I F A A it I D D I �� F 14 H 06 8 F F I M91 I ,AY! F ` J L I �� 6ar F O 3 � 9 ° 12F D13 �\ A �Op 10 G D m ■�P 11 I w ��9 B _, 1\�\ A F i co W 6 W COURT M 2 MIN O.' —— M 3 U o ------------- '�° _ _ _ _ c�� Co LI ----- ---- —M 1 O z —_---- --------------- --————————— _ _ 0 N 87°00'48" W 484.96' ——— —————— •� •— SITE PLAN N SCALE: 1" = 30'-0" M 9 \4�S�OP HA E A d � V A 452 �o sheet no: -1 .1 S 89°59'36" E 484.30' � I GENERAL NOTES: • - 11 O ALL INTERSECTIONS AT ALL INTERIOR WALKS IS A 5'RADIUS -------- - BIKE RACK - ALL ITERIOR WALKS ARE 4'-0"WIDE. 3"DEEP ENGINEERED BENCHE PLAYGROUNG BARK I ALL WALKS NEXT TO ASPHALT PAVING ARE S WIDE. A A 5 D R=12'- " PICNIC TA B O CONTRACTOR TO PROVIDE ALLOWANCE OF$37,000.00 I B �■ FOR SITE FURNITURE TO INCLUDE: PLAY GROUND EQUIPMENT 4 c L 3 B 1 'A ONE�TRASH CAN D D v E B YI 7 BENCHES TYP PARKING A A 5 BIKE RACKS SPOT DIMENSION I D 5 PICNIC TABLES 35'-6' 10' 1 BB BACKSTOP W/POST ALLOANCE IS FOR MATERIAL ONLY-INSTALLATION N TO BE BY CONTRACTOR-THE EQUIPMENT SHALL 2 CH C — II BE SELECTED AND LOCATED BY THE OWNER. o� T --------------- FI -�I TE � I SEE IVIL FOR ENTRY TRASH GATES TO BE SOLID STEEL W/HINGES,PINS, u, M ------------ MM DETAILS AND RADIUS LATCHES,ETC.GATES TO BE AS MFG BY: `'' - - - - _ _ I■ N I -5 ASPPHALT PARKING TYP =5R= M 5 2'PAINTED STRIPES R=5' o /-R=5' - -- R= - R=1.5' =3'R= jjj_ c I R=3' °oo I M R=1.5' R=1.5 M _ R=5' ]JILL RCONCWALK ------ tl - J --------- E I PICAL I z I F A D D A F 8 14 H RACK 8 I O F F LEGEND � 11 I M I O COVO RE I PLAY EQUIP I AR I SPRAYED RUBBER j A STUDIO a l F PLAYGROUND SURFACE B ONE BEDROOM ABOVE A ONE BEDROOM 1 I 4"CONC HECKI N -J L AS PER MFG. C ONE BEDROOM ABOVE A ONE BEDROOM HC I 9'-6"LEGGSAc D TWO BEDROOM ABOVE A TWO BEDROOM IF 1 BQ I E TWO BEDROOM ABOVE A TWO BEDROOM HC I ON SLA 2 PICNIC 3 PICNIC F THREE BEDROOM ABOVE A THREE BEDROOM O" 9 TABLES TABLES G THREE BEDROOM ABOVE A THREE BEDROOM HC r� 2 BBQ r H CLUB HOUSE R=8'4" 11 I CLUB HOUSE COVER i MAIL R=2 BENCHE 12 K TRASH I 0 F 13 L PLAYM CARPORT R=30 \ A D a }� UNIT MIX RL \ 10 (7' D 9 a s7uDlo \ 11 I UJI w 12 ONE BR INCLUDING 1 ONE BR HC \ B 20 TWO BR INCLUDING 1 TWO OR HC \ F �y1 20 THREE BR INCLUDIING 1 THREE OR HC _ \ \ y ■�r TOTAL UNITS 60 N _ \ \\ A F 0 9 PARKING o o 4"CONC \ Lu mc iB � dcM HC PARKING 6 Z COURT BEACH \ P \p° --- M NON HC PARKING 137 - ____ TOTAL PARKING 143 BIK CKR= PAI T D ----- - >° R=3 S M ' CARPORTS 60 __ ST IP S Y M `0 - BB CKS --R=5- ----------- - --- _ _ R=3 R=5' R=5' N9 - gip,---------------R_ R=3 - --- ---- - _ _ _ C:10N R--fir 0 20'4" 25'-0' 8'01. TYP N 87°00'48" W 484.96' _ rn -LINE OF WATER v+ SET BACK EASMENT LINE OF SIDEWALK LINE AND UTILITY EASMENT •Z SITE PLAN GENERAL NOTES SCALE: 1" = 30'-0" a PROf (7 v ��OISEi Ii�f a � ,BAN 452 sheet no: �qfF OF 54'-0" ( 6 UNIT CARPORT) 45'-0" (@ 5 UNIT CARPORT) *NO. REWS )cd 36'-0" (@ 4 UNIT CARPORT) SC (MIN 1 5/8"ROOF(MINy 9'-01 9'-0" 9'-0" ,— CONIC,WALK O 12"6 2"X14 G.A. STEEL BEAM(MIN) EDGE OF EDGE OF �Q ROOF 1'-4"X1'-4"X2'-6" 4"PAINTED ROOF CONC.FTG PARKING STRIPE - --- --_....-- --- -- — --- --- -----� -COL.STEEL TU81< �■ —\— COL.(MIN) STL BEAM 3"X3"ST STL BEAM 4 STL BEAM 5 STL BEAM 6 'n TUBE COL. UNIT CARP RT UNIT CARPORT UNIT CARMART CROWN @ CONC. .1 ASPHALT PAVING � ---- -- _ ------ ----- — —J I I ��pp, ��pp, @ L Li V4"X1'_4"X2'_6" I■ 4DUN TOCARPORT- 5 UNIT OCARPORT 6DUN T CARPORT CONC.FrG(MIN) 6 � EDGE OF ROOF ----- ------ ------ SECTION (@ COL. ------ ----- ----- SCALE: 1/2"= V-0" VERIFPLAN � 4,5,6, 7, & 8 UNIT CARPORTS SEALEDYARPORLL TSHOP RAWIT y SEALED CARPORT SHOP DRAWINGS. SCALE: 1/4"= 1'-0" METAL ROOF CARPORT NOTES: NOTE: ROOF LOAD&TRUSS DESIGN VALUES — - — '- ALL CONSTRUCTION MUST COMPLY W ITH THE TEDERAL REGISTER'PART VI OF THE @ CARPORTS CONTRACTOR TO FURNISH INDIVIDUAL SHOP `— METAL FASCIA DEPARTSECRETARY FOR H�R HIOUSING AND EQGAND URBAN UALOPPOR LOPMETUNITYF 24 OFTHEASSi RCHAPTERTANT WIND- 110 MPH DRAWINGS TO THE ARCHITECT FOR REVIEW. FINAL FAIR FOR ACCESSIBILITY GUIDELINES DATED WED MARCH 6 1991 THE PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1973 AS AMENDEDAS LIVE- 46 LB./SQ.FT. DRAWINGS TO INCLUDE THE FOLLOWING: IMPLEMENTED BY THE"U NIFORM FEDERAL ACCESSIBILITY STANDARDS"(UFASI AND SEISMIC- ZONED IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE of AccEssIBRITYWILL BECOMPLIEDWITH. DRAWINGS SHALL BE SEALED BY AN IDAHO DAHO PROVIDE NSED ENGGINEERAS BYN LICENSED ENGINEER. FASCIA DETAIL DRAWINGS SHALL BE REVIEWED AND APPROVED SCALE: 1 1/2" = 1'-0" Q� BY THE CITY BUILDING DEPT.AND THE ARCHITECT PRIOR TO CONSTRUCTION. -- yvw oLU LL =�7 m'a t � � Zorn04 W m M� N IIIII IIIII IIIII V I^O 6lW LUJ LUJ LUJ 0.4 O W 91-0" 18'-0" 9'-0" 9'-0" 9'-0" �y 36'-0" 4 UNIT CARPORT) I I0 N I a 45'-0" (@ 5 UNIT CARPORT) -J Lu rn 54'-0" (@ 6 UNIT CARPORT) 4'-6" _ 10'-0" 4'-6" Vim' END ELEVATION _02) CARPORTS SCALE: 1/4"= V-0" S N M 9 FRONT ELEVATION (a) 4,5,&6 UNIT CARPORTS PROF 0 SCALE: 1/4"= 1'-0" pRCN V�BO O �N #42 sheet no: 4TF OF 1pP oa WEATHER VANE ALLOWANCE$450.00 O PLUSINSTALL O c IO METAL ROOFING 12 E 12 COMPISITION FASCIA Q AND SOFFIT 3'-0'SQ COMP ROOF VENT 6"N.T.S. rm COMP TRIM ON WOOD 12 - FRAME-FLASH TO ROOFING CL'G TO BE VENTED �6 �■ SOFFIT MATERIAL 4"X12"BEAM 'An TOP PLATE COMPISITION FASCIA E IN HARDIE SHINGLE ABOVE `AND SOFFIT - r'� TOP OF i■ 1"X12"COMP OPENING TRIM 1"X6'COMP TRIM INTERIOR FINISH HARDIE BOARD TO BE HARD[ AND BATT BOARD&BATT. HARDIE TRIM AND FLASH b 1"X6"COMP TRIM ON 2"X6"BLOCKING MFG STONE-INSTALL IN ACCORDANCE WITH MFG.DIRECTIONS. - — ,- TOP OF FND 40 1"X8"COMPOSITFASCIAON 2"X4"CONT BLOCKING WITH - GUTTER-TYP ALL LOCATIONS _ WITH 1/2"VENT SOFFIT CONC FND L -- -----�- ------------------------L TOP OF FTG. iv NAILI G BOUNDRY-TYPICAL SPACE FOR VENT PATH -- CONC FTG SOLIDNBLOCK BLOCKING W/2""HIGH �——— —i �— T L —- — ——J __ _BOTT OF_FTG _ � �Q� ROOFING AS SPEC D WITH MET A EDGE ON 1/2"PLYWOOD WITH PLY 1' CLIPS ON WOOD TRUSSES AT 24"O.C. IF�I NAILING- OF:10dAT 4"O,C.AT 6" FIELD EDGE AND 6"O.C.AT FIELD FRONT ELEV SCALE:1/2"+1' 0" SIDE ELEV SCALE:1/2"+1'-0" DO �9q 5/8"'X'GYP BD. ��■ HURRICANE CLIPAT EA END OF EA 11'-6" 11%6" =*I•1 TRUSS —__— __._— Y "X10"FASCI 2"X2"CONT COMPOSITTRIM - TRASH CAN-PART OF SITE 1.4 ENTED SOFFIT SIDING ON'TYVEK'WRAPON 7n6" N SITE T NO ALLOWANCE 10 GSB ON 2"X6"STUDS AT 16"O.C. ON SITE NOTES /\ �1 ----- —————— V it F 5/8"'X'GYP BD ON 004"VAPOR BARRIER.NAILING,61 WALLBOARD ^ NAILS AT 4"O C.EDGE AND FIELD r-------- CLG LIGHT S p WALL SHEATHING NAILING:Bd AT 8"O.C.AT EDGE AND I2"AT FIELD. N SEE TREATED 2"X6"PLATE WITH 5/8"AB AT 3'-0"O.C. N ELEC SITE N �N FINISH GRADE —J I—— 6"COMP BASE BOARD 6"x2'-0"FND ON O 4"CONC.SLAB W/ 1'-2"X8"FOOTING N FIBER MESH REINFORCING ON 4"COMP GRAVEL FILL. 6 i — 0 / 7 5o L a p W W III=III=II'. III—III III III—III p eb Z� _III- �I_=III=III=III=III - pzkf —III—III= SEEFOUNDATION PLAN AND DETAILS FOR CONC FND AND FT'G AND THE REINFORCING o OO =III=11=III=III III If COMP EARTH iv N t =III=III o III o III l---------------- - _..----- N 0 N N I I SECTION SCALE: 1/2"=V-O" L------ --- -———————————————————— M 9 (41 MODEL NO 3316 CLUSTER MAIL BOX UNIT BY SALSBURY W PEDISTAL OR 4�S�op HRO r o APPROVED.800 62d 5269 vOI452 sheet no: FOUNDATION PLAN OF MAIL BUILDING SCALE: 1/2"=l'-0" FLOOR PLAN OF MAIL BUILDING SCALE: 1/2"=1'-0" �o qtF OF r�M �„�go 6-4 ([C.PARKING SIGN ON 4X4 POST • • io • • • B�THE S ATE SIGN TO SHALLL INCLUDE SIERRA VISTA CITATION • S ATE"VAN ACCESSABLE NBOTTOM OF METAL SIGN SHALL BE A MINIMUM OF 60'ABOVEGRADE. - 1 S 1EO PSI SLAB E AT2"OCTOPP$ISIOF o I DRIVEWAY NO RAMP IS NECESSARY O"WIDE C 6„ IF ASPHALT IS FLUSH WITH CONIC WALKWAY MINIMUM CROSS 4"CONCRETE 3 000 PSI SLAB WITH#44Y 12"O.C. THE CONIC WALK SLOPE.2% • Eo PEDESTRIAN GATE SAME �• CONSTRUCTION AS MAIN GATES. PARKING GATE TO BE 18 GA,CORRIGATED STEEL W/ WHEEL STOP f4 N 2 PROVIDE 1/HINGE"FRAME&2 1/2"DIA.BRACE. BLUIE STRIPING PROVIDE HINGES,PIN,LATCH&WHEEL @ EACH GATE. FOR.PARKING,WAL AY POWDER COAT IN COLOR AS SELECTED. AND H.C.SIMBOL I • 4 . I B BLOCK TO BE SPLIT FACE ONNOTE:MAXIMUM SLO THE EXPOSED SIDE WITH TB 2 ANY DIRECTIONiATAccessADLE S LL NOT EXCEED T -' VICMUSLOCK SLOPED GROUTED TOP. T • WALL T-O'HIGH �A • 0 L u • • , • • • DUMIPSTER PLAN NTS ACESSABLE PARKING DETAIL GROUT CAP. NTS 8"CMU WALL V-0"HIGH.GROUT ALL THIRD�ORSEIHORRINSAL AND EVERY T 32'O C AND AS sMowN ON PLAN. - GATE TO BE 18GA.CORRIGATED STEEL W/ 2 1/2"X2 1/2"X1/B"FRAME&2 1'12"DIA.BRACE. PROVIDE HINGES,PIN,LATCH&WHEEL @ EACH GATE. POWDER COAT IN COLOR AS SELECTED: 64? OMIT 2 BLOCKS IN DRI EIDEOF (P(RECAST CONIC WHEEL STOP FIRST COURSE FOR. EA�LENGTH W TH#416NCHOR DRAINAGE (� 1'-2"X 9"THICKENED ASPHALT PAVING 'p SLAB ALL EDGES, 4"CONCRETE 3 000 PSI SLAB WITH#4 At IT O.C. 6"CONCRETE 3 000 PSI 12"RETURN AT WALK d\ IA 0 SLAB WITH 04 At 12"O.C. 4"'CONC WALK V Y� — --------- -------- #4CONTINUO 4 — —v —7 —`— COMPACTED FILL 8'-0'HIGH POST FOR GATE SUPPORT. W /1 iv INTO S # 12 • e r 00 0 0O 0 OB191E� 3"'DIA CONCRETE FILLED STEEL PIPE o 0 0 BUMPER POST,4'HIGH,2'BELOW FF ELEV'IN.12"DIA CONCRETE FILLED HOLE-4 REQ.-PAINTED. SECTION'AT JUNCTION OF CONIC WALKAND ic ` DU!MPSTER PAD-SECTION!B-B NTS ASPHALT PAVING SCALE:3/4"=1'-0" SEE CIVIL ENGINEERING SHEETS WW1 N C�0r U) r O N r M � d PROff d) N \„"4� ppCH6Tf W � qy! 1 0 El Y 462 sheet no: s TF OP 1aP�t H c 4� o 0 A A E D � 2 t ico 4 3 B D D E B �■ / ---- KEYNOTES ------- ---- _ OHOMERUN TO HOUSE PANEL. CONFIRM VOLTAGE DROP WITH ®— _— ————— — FIELD MEASURED LENGTH OF THE CIRCUIT. r 40 ------ -- L r+ MAIL BOXES SYMBOLS . — -------- — A PAD MOUNTED TRANSFORMER y D D ❑-f+ TYPE Pi POLE MOUNTED LUMINAIRE / O 8 I 74 H CEN ER TY O Q-a TYPE P2 POLE MOUNTED LUMINAIRE li O I TYPE SL SURFACE LUMINAIRE AT CARPORTS,MAIL,CLUBHOUSE PATIO ' COVER&AT STAIRS. 19J'\I i L FLOOD LIGHT AT SIGN —-- UNDERGROUND CONDUIT&CONDUCTORS 4 Uu O 13 \ \ — 90 G I D \ \ F 'Q � 0 \ BBaa CONNECT LIGHT ABOVE STAIR \ py TO PORCH LIGHT WIPHOTOCELLS. \ / TYPICAL ALL BUILDINGS N OOUR M06 m,IN --- ---------- D clm„ 0 U) N ELECTRICAL SITE PLAN '- SCALE: V-30'-0" 0' is, 30' 60, N T 0 N e� d , N \�?s�OPpCPR NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER' R'q� sheet no: PARTVI OF THE DEPARTMENTOF HOUSINGAND URBAN DEVELOPMENT, SITE PLAN - ELECTRICAL o OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER 1-FINAL FAIR HOUSING ACCESSIBILITY " Tgtf r0 W Pew A GUIDELINES DATED WED.MARCH 6,1991. SCALE:1/8"=1'-O oq �� 6 y ........................... M l a» -zo w f E 40 0410 q .. ,w w,. y I li^ *„,{ ,, I• �"�. r' ,^ ' awe, _ 41 1 LA 3 II m �,.iPs f� ��J" flu '^;,y '-��:'"��' a � ' � y ( �. ""�� Y I■11 11011%Vlow Scale-r 5V '^ N PROP 0 N M 4 N It f o9 � � NOTE:_------ -----------._.__ ___--------_._.-----_._ v l�rB01�Q ! 'd ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER' pR'452 sheet no: PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, SITE PLAN - FOOTCANDLES ' �o OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL qrF OP\�P OPPORTUNITY UIDELINES DATED WED MARCH 6,1991AL FAIR HOUSING ACCESSIBILITY SCALE:1"=30'-0" f0M y w°a^ . 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IF 1 —MICK"ExeoBs 1 1 TxICNENm 9!/n1 M AOYDeLA DETAIL SHEET sECoNROLraMNtCALI TxcXaeosLA6 iBDRMACC.UNI JT,mxexeow VERSEDL— —TX¢XBIBDsw `J R Ow'b P PN 310N OBrt 2BONNUNrt I fS Y Ir 1} � c l REVERBED I I'q M9Y^Tx�ADun 1 , I. Jwxr CBORM uar v l ++••++M" 1rv4 c4^ "Pe TrP.mPAm,'wula ` I' REVERsmII �' 1^mNL.3U1SLJ THILNEXmBw LJ 4 mMRn-ION W29W2B W.WIRBNFCRCINOONI•COMP. OFHUR( 1TxDXEweosLAs� r1 ---I I i I �g"iELDx -- pgup mo° MIx 1%, ' oxcoMP.EAmx PosI AI aeuvAr pROx l II Oo iirzieam^taI 11'a 1N" 1+'a" mlLaw9 MIX i%, NERwa 4 GOroPwL WACO °NIXFORCW6UX 1`COYP SAS am1 L----_J .ILPep.nw y ociomo�F,u B•tt^xrvosraAeE eMokLxoYIx1, ONXCOPI .GRM•E e wuLox m"xe^ca` IIO. ar°'%8i,"r"Ri,rP0mu4" , I� I oxlrxlzxm^coxc I _ _ _ __ Bam'mNFCONCFLJ LJ MDOwEL6 m" 1 PIP0.0Xm"Ix"CO IEROM24^XB•COHC J — —1 �CONC FTGA49MOW joc.ro xD�wL MEM. xoxx rGAssxawx I MDowe a m^ Q °v O P M. I oc.TOFxB'iu.L wE ONW.. __, F�bg+" III III COMPGPANELON r-- I ___---- --- xos wau r__----- �}pp r1 L-----J -----J r — YIV coLM°PQRPNELOX I COMR EANTTH.OM ^26"MTPOSTBRSE axm^cox coxc Fxo BmPEAWAYFROM I SUILGNG MIN I%, ONNnalz ae^°�xc i r----- ------ CONC McAwe con Bawxe�i Me M L GMIN 1%, MAxzx. FT0 ASam I M M.R.M. text exmr srooP o m•xe•coxc ^coxc.suawlmce L______J o.c.rovxD u •coxc.NTOMP.P. L___—__J FraAesxaxx M OONELI m- wY9 P.Ww.'. o°aveLOppm 'cwWeL ox LOMP. r , P= E� O.C.TO FNDL REINFORCIXO ON I"COMP. ,C.TO PXDTMLL I PAT@ F��M9aM]A" —. BANOON4•COMP.OPAVEL I :j 'I ON CORP.EARFH rN0"MTPLSTWF L 0"1!0"MT P08T BABE I I PIER ONim�A"W° e^xi^ eASE I A�izc � J iloxl aecorX,c° I I; FrcAssroMT1 " FTY'GX COXC n w K - h _ La•M"1°'il"oum^xr carii° L J' ravr 1 r LONCFTGAESXO mr 1:0^ re^ ■ L_------ I o.c°mo mxc.oxCr wYP. �—_—_-- 1°i�"A°Ii coXc. - rEARP�La YafXUP• wux zralm Lra1n• FROBTWPLL PS9M• i)_Ix' 4'a 1x• —____—_ _ ________ _ 54] 1'd ro I Frc°naXsmimA°wxmxc a ONE BR ACC. UNIT&3-ONE BR UNITS— FIRST FLOOR Ip C K BUILDING# 1 N aN' °�' 1 -TWO BR ACC. UNIT&3-TWO BR UNITS—FIRST FLOOR 11'df B2^ Y1'T" 11'M 1M d' Bra xa• BUILDING#3 "' a 1 -THREE BR ACC. UNIT&3-THREE BR UNITS FIRST FLOOR NOTE` �,,F s ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER' hRV a52 sheet no: BUILDING# 12 PARTVIOFTHEDEPARTMENTOFHOUSINGAND URBAN DEVELOPMENT, OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL sr OPPORTUNITY-24 CFRCHAPTER 1-FINAL FAIR HOUSING ACCESSIBILITY FOUNDATION PLANS 9rP OF pP GUIDELINES DATED WED.MARCH 6,1991. TOM SCALE:1/8"=1'-0" H y 4"W.F.REINFORCING W2.9 W2.9 W.W.F.REINFORCING ON 1" COMP.SAND ON 4"COMP. GRAVEL ON COMP.EARTH 135' O SILL ANCHORS SEE S-XB"COL.USE'SIMPSON'ASU88 N SHEARWALL SCHEDULE /(1)5/8"DIA.J BOLT W/9"EMBEDMENT. 10, 10" (3)04 CONT 2-X8"TREATED 4"CONC.SLAB WBXS W 2.9 W2.9 /(2) 89D uJ BOLT Wg9"EMBEDMENT. D.F.PLATE W.W.F.REINFORCING ON 1" COMP.SAND ON 4"COMP. ((1yy�Mq CONT GRAVEL ONCOMP.EARTH ((�� TOP$BOTT. � ° NTO FOOTING OK INTERIOR CONC.FT'G UNDER SLAB = 11 VOF#3 TIES TING SCALE: 1"=1'-0" 1 h, ,If FIRST TIE T FROM 1� w TOP OF PEDISTAL [L' l 4"GONG.SLAB W/6X8W2.9 W2.9 N L, R. BARS n SAWCUT W.W.F.REINFORCING ON 1" Y UNDER FULL SLAB$TO NOTES: I. 4'CONCRETE SLAB COMP.SAND O 4^COMP. I' 2"POLY'B'BOARD INSUL ^ -. R.WAY /A W/(INS W2.9IW2.9 GRAVEL ON COMP.EARTH '� TOP OF FTG � — - 11 MAX,CONTROL JOINT SPACING 1 I Z-0"O.C.EACH WAY. 3" CONTROL JOINT HOO�INTO FOOTING ° 2 CONTRACTORS OPTION TO +4 •ALT.HOOK �OINTITHER SAWED OR FORMED -0..-p —--- — 12"SQ. 3 SAWCUT TO BE MADE IMMEDIATELY os`135° I3� 14"SQ.k9 (� AR POURING A3 SOON AS IN F00T NG 8"XB"COL POSSIBLE.IN NO CASE SHALL IT BE MORE THAN 12 HOURS. 6"X SQ. (3)#4 CONT 8"XB"CO 4)CENTER W.W.F.IN SLAB 8. SQ. �' 8 X8"CO � 1■ INDUCED CRACK TYP.CONC.CONTROL JOINT CONC.FT'G @ PARTY WALLS TYR EXTERIOR FND WALL TYR CONC.PIER N.T.S. SCALE: 1"=V-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" y r y esn^ 3Td" xPd" 4'4+n' II'a' 114• 11'w" N' 11Y e'd tn• '— _ ------ -------- 4 I I I 'I I�iF°Nra ee cron°"M I I I I I I I III I nanz xraln• L-------_ --------- ---------------- } I eau^coNrcoxc Fxo IiI 1 �---- I I I r -----1 r------I ' (------� I wulox xrcaxr I I I I I I k coRCPrASMpvw I I 1—lk III j 4 W M • __J I III I I III I L__ I I I I I I I I I 1 ————————— uae•Txwp;xeoeLAM L——————————— n 11I I` r l a _________� + l I jI j XwT1wNewlDMAM II uae"TwcNExfosLael �PO'A1' ,i r iatxau^cq+c IBDR"uxrc xexmeua r.ail"'AR°rv°wu'10"P'u t"DRM UNIT eiw•wxrpoxD xlG O �-•mTxExvaxslDxJowr maNNE.— REVERSED `u 0 _____—_J i`Fuxe"rxwxexme —AT PAarr U?IL h MTPoer cTu I I cONc°ramsipw°Mfx yATXEwAxewxJol�ir° L_------ MEN— uaa^coxc n fMAl al�WN I —WITP INUIE —J l -TYP.AT PAIRYWALIJ L--_-- _ Dox` PAno I a++xa+xau"cant I, n� 6 ---- J raaM^ wn w^ m• axN^ W g eau"cDln mr�cFrm i' eau•c CONC RID — h coxc.aueoxX^ tPlf,�hogNs 'caxc \r m I Lou xzu^axr 1 1 Irdnr trx w^ n•d Iu• I� n'a+w" II--wI Mwox°NmLu.Dgn I a yoMP.oRAveION I, 1 ��I oxc FrGAssmwN II! co Aeaxorw ow.EArtrx. � u"IM•TxwmxeoeLAa I <" PH➢9 ON06 BAaf ]� OIeAWAY FW N WMME MMION 01N NOTE: qM G 0 tY'XItaMCONC 2EDRM ONO eae"MT MxaT GAME BMl01NGwN+%, OONTROLJOWTS AT �— Dae" COMP.EARTX." 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LL Yr a trr rr ? v S I T L b S (x)x9I3" b i41 MFG TRUSSES MFGTRUSSES Y ®xN•.c. eP1 .. s BTE s ° Igra• Izµxr NOTE T NOR O re • b 3 rrn",e -) fic) xoR to] MFG iRU33E3 B 9 ° - b b xoR 1 xme U s 5 b gvq f " ' FO TRUSSES a I 41zr oc. ° 1 BORM UNIT — — — — 1 BDRM UNIT FT.— � � ° — — REVERSED ° 1� 5 QxN•O.. 4 — _ .� 3 — z zxL" 8 2 BDRM UNIT rxs^ x•m• BDRM UNR REVERSED s sco"8L. 3 BDRM UNIT p L, ° ° 3BDRM UNIT — s REVERSED so H! \ / MFG rsusaEs qo y NS F NOR'S' A, y Raw��Cp 21^G.C. b ,r 'S' YII,r N 4 OT F �� i GIROERTflUB3 S j0 MFGTRUSSEG � �p • O p 1= B " °o—I➢ b r p II o o II E® II—° •al xoR•Y a Cl xorere,. gM Y M' �I O O = xac xolre x+r rREq eG 1■ rxr zrxL^ s s EgM.sET ENO x'MM• FG TFUSE LM. a IN WALLS xoT! COL ^xtr ®xN'o. a xx"x1x. e Mom/'O.C. & lm °WN ° GI0.0ERRU83 � 1'![Y ° Npl! � M�!! S S 41'r n'r 'a• ° ° = p x mafrr malm N°E M �� '° ` BEAM-SEET EwD SHEAR WALL,SEE SCHEDULE SY.r = r ° IN WgLLg AT BOTTOM PLATE SHEAR y ° BF?M-SE rED M4FPRIPEB lW1gA�LLTTMO Cdg JTINCUOUSLSL IN WgLl3 i EN Yp fYr RAW<'�.C.O MFL2a„RdIS5E3 IP 1/2'q SOUNOBOARDBY 1 -ONE BR ACC.UNIT&3-ONE BR UNITS^-SECOND FLOOR HOMASOTE'ON 3/r"CDX PLY 91/2"TJI 1103 018FOO.0 NAILING 10d 118'O.C. a 19.ro. EDGEAND IO"AT FIELD 11'41 YY S Err mr 91 19.- .c. 1 -TWO BR ACC. UNIT&3-TWO BR UNITS SECOND FLOORrJNG �1g�G.D. NOT SOUNDI E -UNFACED NOTE:PROVIDE SOLID BLOCOND 11,41,C•LSL AT PLYWOOD JOINTS AT SECOND CONTINUOUS FLOORONLY 1 -THREE BR ACC. UNIT&3-THREE BR UNITS SECOND FLOOR BE WEEN FLOORS ATIVO.0(SEEGAFILENOFCg120) F1�OM P9R7(9,52"LSL TOO TOP PLATES 6t'r xTa" xi'T g SHEAR WALL,SEE SCHEDULE fr 11'r 11'a' 114' /'a" 2"xr NON-BEARING INTERIOR WALL ftllllx' tfa11!^ ° ON'1M' IAx'+W' ANDWITH112 DYP WE F R2%4S1;?18"O.C. AND i/2"GYP W.B.EACH SID ABOVE USE x1 ITW A Lvill.x uN 1 1T° S p TRREEATEDA�T 32N0 C TYPICAL FLOOR ALIGN W Ix x'xr S S 1 N 51'T ? FINISHED FLOORING ON 4"CON1C.$LAB W/ ma 1R' SA b ° S b• ON&r RIGID NSULEON I�"COMP.9AND 1 .g. ma11Y �11 S tix v 6"COMP GRAVEL FILL.ON CCMP EARTH Yr xEN,R^ metre' fa" b Ixlrxe" IxlxxY 5 *0 sa I EAR ALL DE g•1 ISO N.T.S. pe B S K 6 b S 6 iF T PtIYT�I+tN' I g A M 1 BDRM UNIT r `I ! ° ° 91�4F REVERSED g REE� F-- 4 � n _ � � d �'Par10 AC E� F" f/ esun•� � b� eeue - I � eaua ile � �M�9t r 11 as b T 1s.rO.C. 5 5 _ ° �_ " �. R •■ ` I O II�' o �IIE @B 3 BDRM UNIT ro.c. Am ° O po.P.rxrb ,ro.o Yx o.R zee^ ,e^oc. R_ 3 xz c.F.zae•�te^o.c. ° 3 DR�+�{� — REVERSED ° COL. Fie MOUNT ANi� — °°^ —g'�- F, oy �L -EMOUNTHANGERS mom ioo°rcxuicEas 9 LLLryIaB yf<E� ,.'o II "r I, 2AI14 I a (2% CM. PqAO.FN.yOUxMY_�M"ttYN'6O.0. . y C�xxMII r%EPA X F_Ar C Of.NF.1bUJIN0T o MX ALYXOp0 x'SC• _ — — CbxM1 r9PAN O Wz^xe' Iro.c. Ay't uo.F.z^xL• o.C, I'91MP30 L, COL. -EMGUMNRNGESS FACEPOUP90MNAuce° Ml• ---- — ?m 'x3'coM. ____ac xbuxrN"Ngxe"NL�° —_ — b Yw• frr Yr ur 7-7-7- 2— TWO BR ACC. UNIT&3-TWO BR UNITS-FIRST FLOOR 1 -ONE BR ACC.UNIT&3-ONE BR UNITS-FIRST FLOOR N Yr rr BUILDING#3 NOTM BUILDING# 1 M °� ra»Ix^ n'r r'ar Y'f" df 'NOTE B': ALIGN STRAPS WITH HOEDOWNS BELOW. yl mr � . PROF w NOTE: USE(1)2 XB TRIIMMER,U.N OFIR,U.N.O. ` pµOR t i�1, 26 NOTE: ALL CONSTRUCTION MUST COMPLYWITH THE'FEDERAL REGISTER BEARING WALLS TYPICAL ALL BUILDING" M�l4p sheet no: 1 -THREE BR ACC.UNIT&3-THREE BR UNITS-FIRST FLOOR PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, EXTERIOR sruDGRALsooucLASRR OFFICE OF THEASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL z°ra"W 1e°o.c. o BUILDING# 12 OPPORTUNITY'T24 ED WE .HAPTERMARCH ,1991.LFAIR HOUSING ACCESSIBILITY q) p� GUIDELINES DATED WED.MARCH 8,1991. BUILDING PLANS f EDP INTERIOR: #21)G5 0LR o N.W1VrO SCALE:1/8"=1'-0" fill (21 MFGTRUSSES 8 1 pTE N I! 'I ! Q2eaC. 8 Mn.aOOFINW ! II I! I I I # QE4'O.C. FASCIRITIDn (i II s Izra'xe' s r4TxB" zFITMO TRUSSES MFO raU55E5 'O.C. g 9 !I NOTE T NDTB 8 g� T x B O jIl I - NGUTTERWIDW8 Ir SPOUTS G85PLASH BMCS y iw%i'coMP —J L_ � s � — L t xmE AND— I ! s 6 3 y 5x II lii l7q— OR II I MFGi UIGSESOLI g MFG�TRUSSES 0 n 8 NE4" . $ xW1E • +T ,< y 7i v g GCE° N T B `0 ----- ------- COrvC.FND a FTGS -- - ------1------- — — 3BDRM UNIT 2BDRM UNR `, M PER FND P - g 3BDRM UNIT = = REVERSED g a 2BDRM UNIT - _ _ REVERSED e SIDE ELEVATION FRONT ELEVATION / MFG \tly TRUSSES S FIRE SPRINKLER ROOM ELEVATIONS a & MFGT o94E3 o o Eo SCALE: 1/4"=V-O" � ti 1.61 s®-- .tiN LL NOTE: RooFINCAssPEcuwIrHMET II ° O II v �'lIFIRE SPRINKLER ROOM TO BE LOCATED WEON 1ONWOW000 WITH 4 �°PLYE ON ONPLYWOOD 33E3 DTEALLINSIIATIDNMATEPoAISNDLIDNW OGDO _ 3 AT EA.BUILDING BY SPRINKLER CO. AT zs•o.c, FFAACI aGS SUCHAs VAPOR.SARRIFJee aR BREATHER ° EOOENG-ROOF Bd AT 4'O.C.AT EINSTALIEDWTIIN FLOOR-CEILING ASSEMBLIES MDe'O.C.AT FIEL. WAL S CRAWL SPACES OR ATTICS SHALL HAVER FLAME' " 4"IN"BM PRFAD RATING NOTTC FJICEED 25 APD ASM°10=OENSffY 0'%B" ggyg CO NOT TOECEEQ—WEENTTESTESDINACECIXtDAN.GWITH NOTE tggTENBEt VENTPATH WIINSUL.ST H Yt NOTE MGTRUS 8' y 4'0" M GiRU55 S 5 r @@NA BOUNURY-TYPIGLL 8 •O.. y TTRCSS BLOC.ROOF DM.TO tx" �° 'B' GIRO[RTR1N6 •� DMN OERTRUSS IRRN:ANE CLIPAT EAEND OF SOLID FULL HEIGHT EATRUSE-H2.5A BLOCKING-PROVIDE 14 T HOLES FOR b VENT. CONPOSIT TRIM ggrg g ,R K _ V N' n wsm •g TOP OF GUTTER IS ­—SO.N - — tEXTENOEEDDROOF TItB' NSULINC STUDS ATiO"O.C. - TTREATED mal OROR WALL ROOF LI Rt-2 PON INCUDIN—RIGID - 'D(1YTREATED B 1BEgMLLgET END BUILDING WL04YN FOAM INSUL MD T HIGH R 8 BEAM. END WA S BMI4GUTAMELIpWN R<81NSL INSUL BATE NLWALLS b KL SS UTS&SPtgSH ELKS F9 TR�CSES Pr MSa^R�19GgE3 ,d 918C GUTTERW/S AO Y%2"CONT �^ 0"COMPOSIT FASCIAON Aflub-Aff 1 GUT ELW W`AL ITH VENTED 4•r rr rr xr.r 4'P �1 GFl WITHER-VENT SOFFIT sofPlT 1 WITH ik"VENT SOFFlT � i1'41+0• 21'P 11'41+N• 2T'P -.. xY3• _. __ _. sa'DrWYPBD °�:�IRAP 4-TWO BR UNIT BUILDING-SECOND FLOOR A"A WR-Il INSULBATT. A-4 Gyp4-THREE BR UNIT BUILDING-SECOND FLOOR b BARRII O:3'0D1E W'VA NA,+.BOARD NAILS AT 4'O.C.EDGE AND FIELD O.Cg i�EDPN0ITNR FlEAAG 31"d AS TH UIcH OR ars FIRE SPRINKLER ROOM PLAN PERSHEARAL CHEEDUIE. ad xrd er +rd +ra• +rd ird 4•r - NI H L WGN4 OR C SCALE: 112=10 w2.oW3Q W.W.F.REINFORCINGMILVB.01NYRIGIDINSULON1'COMONP.NOTE SANDONCOMPGRAVELFILL EIECTRICALTOHOUSELOAD 2r4' ix'J" g W.Sim 114Ir CENTERAT CLUBHOUSE Q NOTE: FIRE SPRINKLER ROOM TO BE LOCATED 41 B M� AT EA BUILDING BY SPRINKLER CO. m FNISH - yoII III B• s 4 'POYABO INSULUNDER 8 _ y� TOP OF FT'G 8 1 "xT 5 W N =III—III—III—III = —III—III—III SEE FOUNDATION PLAN AND DETAILS FOR T NW.. i NO =III=III=III = —111=III CMC.FND AND FTG M EI D THE RNFORCING + c x h KNGSTUDSCHEDULE _ — 2xfi MG STUDS BFT PLATE.115 MPH,EX cOMPEMTH AT AS I�BpOg] 01 OPENING WE NUMBER OFWSTUDGRADED.F.IONGS EACNSIDEOFoPENING FIRE SPRINKLER ROOM SECTION A-k D'rc-4'd (t) SCALE: 3/8"=1'-0" s+ st 4Lr-1D'4• (z) NOTE: SCALE: FIRE SPRINKLER ROOM TO BE LOCATED AT EA.BUILDING BY SPRINKLER CO. NNG STUD SCHEDULE �S tj - MIN FT 21 GSTUOS-9PLATE II5LWH,EXC +�, S4 - S+ ot1 M OPENING SIZE NUMBEROF LB STUD GMOE D.F.gNG3 _ \V(,(` g J N - 51 T S1 k W EACH SIDE OF OPENING ` `& \ �G 1 A aD°-r4' 1+) ' 1,' �'P(1�'/' L1 \ ` U 2BDRM UNIT 4'-r-tae P) Y �?LJ �T `�' g 2 BDRM UNIT = = REVERSED B g 0 � � v LA q xll+lve Ig T �" � 2A➢4 � / p�Q b r SHEAR WALL SCHEDULE N .. y-1 £+ gl lAl MARK SHEATHING NAILING ENO SILLATHCHORs N MEMBERS — — 3 BEVERSEDDRM UNITI _ 13 RE Oo O E 0 APA 7116'PLV103&ONE SIDE,BLOCKED SIC CDC.EDGES,Bd 01YOC.NOD (1)2X tl2"Oxr EMBED. O.C. B 3BDRM LINR = = I T,g D.F.2'%B" 8 O.Lw Sa D.F.Y%B•py DC ©APA 711V PLYMSB,ONE SIDE BLOCKED 8d O 0 O.C.EDGES,M@iY OC.RED T2)2X 1/COxr EMBED.02'VO.C. & / g,gg. WI9IMI uBfl ,= 1"lG' r wl"SIMPSOMi3usx9 P>Tp I� ggL fACE NOJM NiNGfRS - FACE MDUNFNANG fgApF. ®APATl1fi'PLYIOSS.DNESIOE,BLOCKED &l*TO.C.EDGESW@I?O.C.RED (2)1% V2'0x r EMBED.@ 1'8'O.C. -mxf x Lam' Q jQ'GYP.BOARD(MIN.),ONESIOE,UNBLDCKED WC0aER5@4"OC.EDGES,84'O.C.FIELD (1)2X IWO,EMBED.@T' O.C. �• K�, 5N .C. y. as O.G. ,K� tl 3 t -CDxT wfFBi nN�sorAiume' :z'xB'coxr. + s `" Q 1R'GYP.BOARD(MIN.),ONE SIDE,BLOCKED MCOOLERS®4"OC.EDGES,84'O.C.FIELD (1)2X 12'0xi'EMBED.@T-VO.C, _ I®° 0 ° 5R -- FACENOuxr-AxGE -- — A• - R'Y lr 0o DO °� Rfi ® Q I a NOTES:1)SILL ANCHOR SPACING IS UNDER SHEAR WALLS,SPACE ALL OTHER EXTERIOR SILLANCHORS®4'r O.C. IFxe' D. 2P%$l3"O.C. a °i- NB'SiM2P80N'iBU9»' gXT a $sEE sraa I�I'f�s:Ffi�P ° 2)FSHEAR'WALLREQUIRES HOLDOWNS,USE WOOD MEMBER FROM NOWOWN SCHEDULE IN PLACE OF END MEMBERS FPCPSMOUN°+HPEWEFS - FACEMOUNTHANGER <OL. OEMa6'I 9 ■I� 0)FULLHEIGHi TRUSSBLCCKINGREDUIREOATALLBEARINGWAMMDSHEARWALLSNMLROOFDMHRAGMTOmHBLO RNG NOTES: $ x WITH MAT C'O.C.,ATTACH EVERY OTHER TRUSS BLOQRNG TO TOP PLATES WITH(1)-SIMPSON'MIS -- - - 4)USE"StMPSON'H AAAT EACH MUSS TO TOP PLATESISEAM U.N.O. 'NOTEB': ALIGN STRAPS WITH HOLDOWNS BELOW. s z az F.rxr�+• s — 5)N1NMOCOMMONNALLSUNLESS110TEDOTHERWISE "xe^CaKF. FK IIDUM ° NOTE: ALL HEADERS-# AS FIR,,U.N.O. - •— -- — USE(1)2'7(8"TRIMMER,MER,U.N.O.U. � y3•pq+f>f=� g � HOEDOWN SCHEDULE w A8 EELDULS' P q f4. *r _ ,,.,. 4d STUD WALLS TYNcuAuBUILDINGS -.. MARK TYPE WOODMEMBER COMMENTS -- ---- - -- + T E%TERIOR: =1 GPCAOOEGDOUGLAS MR y.4. 1 "SIMP60N'MSTGO (2)IDS �2 "SIMPSON•ETHD14 (2)2x6 r NOTES I)STHD HOLDOWNS SHALL HAVE A KNOW'M OF 11&EDGE DISTANCE INTERIOR 32DODGLAS FUR LENGTH2'XA aivac. 4-TWO BR UNIT BUILDING^-FIRST FLOOR M 2)1 RE REBAROLDGMf REQUIRED IN TOP OFS SEND REATAT CENTER OFM'LENGTHMINIMUM REBARNEAC=fiC,CENTER YP 4'r REBARAT HOEDOWN,AT CORNERS SEND REBARATCENTER OF W'LENGTH,EXTEND REBAR3C EACH WAY t+'411M + H'd +1-4+LT RO ROOF DIAPHRAGM SCHEDULE �,�ONP T F Oy w xrd �4' BUILDINGS#4&13 �S > NAMNG Mgt WTERNL BLOCKED NOTE: NOTE:CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER' A Tns•FLYrose,2ats,Am RATED(MIN.) NO SdCOMMON*6'O.C.EDGES,I2 D.C.FIELD B ALL PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, 4-THREE BR UNIT BUILDING-°FIRST FLOOR //��/A 52 OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL BUILDING PLANS ,yT Pip sheet no: OPPORTUNITY-24 CFR CHAPTER 1-FINAL FAIR HOUSING ACCESSIBILITY Fl.00R DIAPHRAGM SCHEWLE ''FF GUIDELINES DATED WED.MARCHQISBI. yuRK BUILDINGS#7, 8, 9, & 11 y MAIERBLL SLOCIffD NADNG SCALE:1/8"=1'-�" TGM M.wT`5 B 2M'PLYIOSB 4BPA,AR\RATED PAN.) NO 1Od COMMON®S'OGEDGESIYOC.FIEU A4 y era• �+ xra• srr ew lm mr r n'+' ,rr r ,re^ Aa uz' e nnxr nlxxe^ avlm aslm MFOTRUSSES e e a @za^o, s e xge T xee e : e mr,M^ O F Ixu3a• — p ---, ' O Not FOT 99E8 4 R J L— e � a➢a'G.c. c e ————— ————— . IP..�41 1+1 MFGT — B`RUNIT �, I G 1 BDRM UNR _ hSEDLIE] EIA 3 ai ^ R I \ / MFO TRUSSES y h 1 I F p SHEET FULL OF A•e• eoTT.�iaoRRlM�olap ° ° x — — RR VE ERSED �'° O 00 •� L LATESTO sD.FULL xFamm' PBDG I 2BDRM UNIT ' I g I mn.Gaon Rxt.loMrt PliIQ I" Lx,, mfGmusses xore'e' h F I rM[eTfIRL xEIOxi OF 9xEEr FULL MEWNT01 I I E'r' M@24 O.L. L El PPLATEBTO PRiaoR RIM.roMn I� o O I ""eor`rL.�io°Pon a'ME°oT�n L nu�xr owx e r 0 ° �41 4 L GFddS c o ti uEGt x, I -ji °° I p I zp MF 1�9E3' '� y �� MF d 9E81e I �� IF i TREATED M G>'RU99E9 N'r I = IN WALLgET nlxxe^ Nor a Tr e � OYCK xore - ° M xott !>E4K r i a�i MFG d� 3 I I I ' •q MF USSE9 ralm +w+m '.T 1 r trw llY^ atm --- 9 7� BFSPIM TRFT ENO OG -- -- IN WALLB ua 1m a'a,m mr ern" e 'r a •r e e e'a Im • r'r tnr rr e'a,m Im 114" W—N, x,'.r „'n,va^ ,.r 4-ONE BR UNIT&2-STUDIO UNIT BUILDING^°SECOND FLOOR m•a^ xe'r ern^ 4-TWO BR UNIT&2-STUDIO UNIT BUILDING-SECOND FLOOR M 'r xra^ rn im Ira• N" tt'r i1V' <'e' 114" 1'd IM" "r a xrs ur a'aIm 11 (xlrxe• Izlx^xe•b IxlzaE" � O O lele^ar � 5 lb p z YI I�R� _ 7 t I� O k' a I• •I h f — h T RIF � STUDIO °w�L 0 � B� BA BA MFO STUDIO UNIT — — REVERSED MFo iMU33FS 3 iRU39 �� 4 {@za^o.c 1 8D . RM UNIT a 1 BDRM UNIT 3 @u•o.c. N s u / REVERSED A Ro R CII rare°„ `� E vane I ` z I z A h ~ a x p e• I` II O o II 9� n MM 00 �I H L1'1 k pp�� �yy^apq�rl�Uppa F /B1I ate„ H ] 1. .. 81 h TRU93E3 0o pj,«ypNITXANOW 00 ®H•oc S •^ h -• 1 1 'hY' 1 x}e' z x"xe" q Ox.F. r F . rxr L MFG STUDIO UNIT — — 4c. ROSE[) MFpQ 9x o.e x^xe^�1ro.e. ` M j 0 i SSE iRU89E R WI.8IMPBON"LUBYI W @za•o.c. ' = a 2BDRM UNIT a @xa•o.c.,e ILxxe fAce Mouxr xAxo ze U F a e 2 BDRM UNIT REVERSED o �$�r 5y1'i'P9'P -- — 2AD4 nn•xr N mm uu r yQ 11 q .. .. IF �II ® 4 ---- —4 — - Oo rO -�I rze" 1.eM O p O rz §'�-D.F.2i ev-$IrO.'LLNINI o ,TMF z e r e e z rRUF89Es� 00 WEMOUMRANGa ° A" xo.f.zxe^R@^,e^o.a rr rr ,ra^ rr rr no^ V, F�EMOUM XpNOE" x- PSim ira llr xt'T' �t.L 11 1'31m Itlrxe• PBS4 d iyfifiyfif� PdTl4 xralm xx'.,m _. — 10zxe• �F``J�J � °o�u I---_ ur_ ua• _- a t •a i i i • i � t ' e 4-ONE BR UNIT&2-STUDIO UNIT BUILDING~FIRST FLOOR 'H.. ^ rr trr rr rs• BUILDINGS#2 & 10 a'a,m +ra rr Irr a••r Irr ,re lm a•s+m � N mr m'r _--- -- NOTES: A s d 'NOTE B': ALIGN STRAPS WITH HOLDOWNS BELOW. SEC _PROF d N 4-TWO BR UNIT&2-STUDIO UNIT BUILDING~FIRST FLOOR NOTE: ALL HEADERS 42 DOUGLAS FIR,U.N.O. USE(1)2"XS"TRIMMER,U.N.O. � 'O ■ BUILDINGS#5&6 BTUDWALLB NGAAL3UaGIN33 BO;asy NOTE: ON BUILDING PLANS Sheet no: EMERI00.: sTuD als"oEGWOLA4 FIR 2'B'@,9"O.C. ALLC°N OF THE ERARTMTCOMPLHCUSI THE'FEDERAL REGISTER 'Ip OF PART FICEOFTHEA33I�NTSECRETARYFORFAIRHOUSINOANDEQUAL SCALE:1/8"=1�-0' rOM M W1��0 INTERIOR: =zMW°®1COFIR GUIID°EUNES DATED WED MARCH 6,1910NAI.FAIR HOUSING ACCESSIBILITY iR ,Fr y 4� era yr zz-e 12• 4'-0^ 27-0 vz^ O 11'-9112" 3'$1/2" T-312" IT-912" -81/2• T412" ❑ ❑ SHL S TUBISHOWER SHL S SHLVS a TUBISHOWER 4'-11/7 2'�i" © y © w SHLV �■ AREA OF y i AREA OF - IFURST , ,PURR OWN BEDROOM @ 1ST FL BEDROOM Q 1ST FL n a B_ BATH to O ® LMPGRI FFPIYG SHLVS E 40 S AREA OF AREA OF I, 3 Y FU@RR 11STFLN V a FURS OWN PATIO STORAGE m 3,a, UT LITY _ :47 o �• LIVING - �o 557 ? 13 31 LmPANTRY SHLVS SHLVS y N RSH VS DESK I 0 ROLL-0U DESK T� 6 zv SHLVS W m ❑F SHLVS AREAOF I 'AREAOF\ tv m ( I _ FURR OWN _ FURR DWN O r Q 1ST FL e I ,r 161 FL / e ❑E DINING I GARB 810 GAR RANGDISP/ �� I KITSINKW/ r y —— Krc HEN O 0 I GARB DISP. ,�0 b a OW'i RANGE WIMICRO - O KITCHEN '7 I KITCHEN O / EXT HA OODGHT ll' PATIO 2 0 RANGE W/MICRO - ¢ RANGE W/UGHT LL DINING L W E%T HOOD DINING j DW EXT HOOD ENTRY 4 WNNG L— Hoop ❑A 0 FUR ENTRY 5'-9" 5-012' 'R ENTRY g, SiORfMECX 5'-9" 5'-012" i I ® O O v o SHLVS [n ------------------ 1 6a\ PATIO 6-7112" I� i i i STORAGE i i i i i i i 18- ro II 4-212" 112' ' _ —I n n STUDIO FLOOR PLAN N O a'. 3'-0. 1• „ a, , AREA:509 SQ FT �I�O t • 10'-910 4'-6" 10'-912" s�U�1 BEDROOM FLOOR PLAN - A 6 UNIT BUILDING 1 BEDROOM FLOOR PLAN � AREA:702 SQ FT AREA:702 SQ FT Lr% OWNS 0�N 1 �I ©❑H 0(2)BELOW +v/� 2' a'-712^ 7412" 10" DINING WINDOWS TYPICAL AT 2ND FLOOR UNITS , H O N M NOTE: VI 9 ; ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER BOISE ( {d PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, I/ tsz a OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL AIR OPPORTUNITY-24 CFR CHAPTER 1-FINAL FAIR HOUSING ACCESSIBILITY UNIT PLANS +r o�� sheet no: GUIDELINES DATED WED.MARCH 6,1991. a 0T SCALE:1!4"=1'-0" rOy A-6 , y 2T3" 2T-3" - 2T-3" '3" 1 V-11 1 " 10'-0 112" 4'1" 11'4" 111-T 11'-1" 2'-111n" 9'-0" 2'-0" V31n" T-11/2" 9312" T-112" 9312' ❑ o 0 N � ❑p BEDROOM BEDROOM 0 gP BED b AREA OFF " FURR DWN @ 1ST FL 3'-4" 5-10 31/2" -w 3-8' T31n �■ 2"X7" 2'70" TUBISHOWER 11 :I- BATH ,® ©E OF �__. .i® © w ,CLR m 24" 10 UN— LR 2" 10 y $ o FURR DWN Ta ROTECTED W� __ CLOSET ___ _ CLOSET I%JST SPAC ��'`V LINEN = ————J _ S8R S8R r N U O IV 1m� CLOSET b FURR OF TUB/SHOWER - FURR DWN TUB/SHOWER 40 -!A —J Q @ 1 ST FL LINEN Q @ i 5T FL LINEN P S8R b —— SHLVS W b _ SHLV o7 i-ARFIOF----, BEDROOM FU@RSTD4FVLN - - lz SEDROD @RST�FVLN _ 1■ FC�� =7 b ❑ FURR OF DWN SHLVS SHLVS ^ r SHLVS / �_- rhos LINEN '. BATH — — D13 @1ST FL - AREA OF-- R o7 DWN w `a @1STFL __ 0 / / O o O5 4v N BATH L g o SHLVS Y 02 FLI Y/ - FU WASH O O - WASH AREA OF FURR DWN b a g / / "� q IF 0) FURR OWN g Y @1ST FL g th Y Y © H 3'3 U TY STORAGE FU WASH LIB Yq f' / - LIVING W - Y / SHLVS S SHLVS STORAGE m 3'3" U R3HLVS D °7 O ROLL-OU D LIVING m - N SHIM F=— Os F=— SHLVS w or \ LL 1 -£' \ PATIO O RSHLVS DES AREA OF -'AREA OF "q+ FURR DWN FURR DWN @1ST FL � Y r @1ST FL 'v b1 O \ LL KIT SINK WI q '— I'r KIT SINK W/ y GARB DISP. O a o GARB DISP. O a PATIO FURR OWN o ITK CHEN m O KITCNEN N - 0 @ 1ST FL g I r RANGE W/MICRO r a RANGE W/MICRO KIT GARB DIISP. Y DW EXT HOODGHT EXT FANLIGHT DW HOOD f O L— DINNG L— KITCHEN f ❑A I �W 7OW RANGE W/MICRO EtlffiY 1W V-012' Q EMRY 1.9. 5'-012" EXT FAN/LIGHT O /fi N DINING L— HOODIE �r EIffiY - ==== =======- n °7 PATIO 'V '-■ _ __ _ ii ii yI■� ❑ ❑ ❑ _________�_ _ _ = O S OWE _ --- }-- s r-r-z_ ________ __ v=_�_�_= t ___________ __'__'_y_�__�__._ _ T-9" 3' 1'-6" 4'-21/2" ■ 4W W" 1 19.9112" 4'8" 2T.T 2T3" W 4'-21/2' 10'-91/2" v 2T3" 2 BEDROOM FLOOR PLAN (a)6 UNIT BUILDING 2 BEDROOM FLOOR PLAN AREA:956 SQ FT AREA:956 SQ FT 0 3 BEDROOM FLOOR PLAN V/ AREA:1,122 SQ FT ■M� DINING ENTRY 1 W) O N Q N(2)BELOW 1 "p 4W 17 T41120) 1r-o° NOTE: t� PR o d A ALL CONSTRUCTION MUST COMPLY WITH THE FEDERAL REGISTER' PART VI OF THE DEPARTMENT OF HOUSING URBAN DEVELOPMENT, �SE OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL �I�R 452 OPPORTUNITY-24 CFR CHAPTER 1-FINAL FAIR HOUSING ACCESSIBILITY Sheet no: DINING WINDOWS TYPICAL AT 2ND FLOOR UNITS GUIDELINES DATED WED.MARCH 6,1991. UNIT PLANS ire OF SCALE:1/4"=1'-0" o A-' H 2T3" 1a-e vz" 7-11 12" s'-o^ 3'-1112" 8'•312" h �r BEDROOM E' m BEDROOM N' OBEDROOM �I■ 18 n 8" 4'1' 8'-91l2" 1'-3" 3'-101/2" T-1" _ y � N FL ABOVE 5&R H N 15 LINE OF FL ABOVE 40 =4 A,QC� F�-J ' 2T-312" Acc DROPWIC _ _ GRAB BAR _______ 4'A" 22'-912"18" 18 @AiH 7-112"--J CLOSE '_io 12' T_7" I■ ,+f6L DROP BAR GRAB BAR L—CLOSET = N. ___ ❑ AREA OF N y _ I 8 0"CCFt 7� 8a`X 0".CLR F N URR DW g BD°� 0".CLR". G04E11i h — — ❑D AREA OF _ _ _ _ Er CENTERE FURR OWN `AREA',0-F - 'd ❑D AREA F -- - AREAOW BEDROOMFURF�,WN..___� — i4 ACNC. BEDROOM �14 ACC. BEQBQQm b SHLVS SHLVS �C i I i i I LAV � LAV C' 15 LINEN FUR -- FUR AC C. AREA OF WASH N AREA OF WASH N FURR DWN,- - ...._., .,,. 4 FURR DWN SORAG SHLVS II !L y �BI4BA4E STORAGE ' 3-3 3d0_12 " I5. ra i N SHLVS O N SHLVST DRY W �' SHLVST ArT �� °7 3 DRY SHLVST RY BY I I S I I �� 8 � ��1■) N 2AT1Q 'AREA OF e ' AREA O l �__ - "� OP % FURRD N`�. ._ UR,Epp OF / --- ACC. __ `'i OP Y I "___'__ \'i OR Y �� L_ ACC.KR'SINK ACC.KIT SINK WO %° - r_____.,�SP Y� I NM* �7_TG_E___WI7CCYrDW O DWXHr HN MICRO 24 MICRO �O ICRO COD �IA y Etl7BY 9" 5'-01/2" v EtlTSIf 6'•9 5'-0112" d H O 9 6-012" �M N N I 1 Ih ======,I=-___' =�== II •`;====I=;;-==;==;I=1 'E__?-_ 4'•212" 4'-211" 411 0 ia•912' 4'A" 10-912 4'-O' 10-91/2" 27-3" 2r-Y 27'-31/2' 3 BEDROOM ACCESSIBLE FLOOR PLAN 2 BEDROOM ACCESSIBLE FLOOR PLAN ACCESSIBLE FLOOR PLAN AREA:1,152 SQ FT AREA:967 SQ FT AREA:1 BEDROOM702 SQ FT H O N e" 0° PROFf 81 NOTE: +� pRDH e o d ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER' S 8{ PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, I 9 i OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL p�/si GUIIDELINES D DATED WED MARCH 6,199,AL FAIR HOUSINGACCESSIBILITY ACCESSIBLE UNIT PLANS qr P�° Sheet no: P OF\� y. SCALE:1/4"=1'-0" 'oq R M e° A-8 , H 1'XB TR CDNT. HARDIE RIDGE VENT 1"X6'COMP TR qqyy SHINGLE RIDGTE VENT 1"XB'COMP TR CO T. NARVERIDGE VENT 1'%1Y COMP 12 SPEC ROOFING HARD TRIM �6 AMST.ROORNG 1'%1Y COMPHBDVEE 12 ABODE CDNT. RAINGUTTER WI DWN BTYP.ALL LOCATIONS A�93PEC ROOFING TRIM �6 A89PECLFINO 9HINGLE ROORNG TRIM' P 12 MTL.ROOFING RIDGE VENT SPOUTS.SPLASH BIlC9 CDNT RANOUT RW/DWN B'TYR ALL LOCATIONS RANT. O�TTERWIWiN O'TYP.ALL LOCATIONB AS SPEC. RI OE VENT CDNT. TTEE AS PE �8 p36PEC. RIDGEVENT SPOU1568PVSH BLMS CDNT. DOE VENT BPOUTSSePLA9N BIKE CDNT. Bg 12 TAPERTOPOFBM AS SPEC. RIDGE VENT AB SPEG RIDGEVENT 4°X12" 6 1'XiT COMP FOR DRAINAGE 4 llx B TRIM 12 TAPER TOP OF BM TRIM RE 12 RE �S TRIM COMP FORDMINAGE 12 -12-COMP TAPER OR DRAIINAGE� TWM �i �S BE 1'%tY COMP 12 SEg2 �8 Y TRIM TRIM �S 1"X1Y COMP ''I 12 FSOOFFIATDD ❑❑❑❑❑❑ AIM �f:Y•:, ]I �8 O ❑❑ ❑❑ COMPISITON ❑❑❑❑❑❑ O COMP191TION DECM—ID COATED SOFFITµD ❑❑❑❑❑❑ FA9CIAAND ❑❑❑❑❑❑ ❑❑❑❑❑❑ MICK WI FWD COATED MTL MESH RAILINGAS SOFFIT L MESH RAILINGA9 SPEC. yy� DECK W/PWO COATED SAVE SHINGLE DTL MESHH RPAIkOTAESD SPTEMESH RAILINGAS 4y p CKW/PWDCOATED MIL MP.BHRADILIMO ATT�S P'rPy{SPEC. C 9PTLEC ESH RMLING A3 SPEC. •• HARDIE 9HINGLE ABOVE HARDIE SHINGLE I I.A.LAP z ABOVE H DIE LAP "BAOARD UP LL HARDIE TAP HARDIE TRIM BOARD BOARD _ gNDFlAB 0"%6°LOL HARDIE TRIM HBAOA�RU� HPRDIEIAP I� e'%e°COL 4 AND FLAB B, ,Da 2"fie"COMP TRIM ON AND FLASH HARDIE TRIM BOARD ' "BLOCKI FINISHED %e"COMPTRIMpN �,t '�' MFG.LOCKIN IM ON n Mfp STONE-INST L GMOE M GCXB"BLOCKIN MFO 2 IN gCCOROANCE WITH � ggTO INBTAL � MFq STDNE�INSTALL ONMFG.DIRECTION CONpFNCE WITH IN a p'ECq%NC.E WITH GRADOS2ECTKINS. MF.DIRECTIONS. __ _ ____ _ r�;TPRFp., GRRDEED GNRPDED HARDE fbARD IMROIE _ pAR01E BOARD HgAOE FINISHED 11 —�"�bTT——1 FINISHED I AN2BAlT——1 _L HARDE LA l —_�7— L---_____�_ I HARDIE BOARD GRADE _ I � gppp� ONC PATIO CONC ENTRY yy� CONC ENTRY GRADE CS _—_—_--__ _LS---- _—��— _—_—__---�— FINISHED _ __ 1 � 6p --��— L_----_____�__ C WALR ETA,, WMK CONC PATIO CONL.FND8FTG6 —C— ---- -- — C IXmV--_— — G� 1._--_Np BgTT--- C --—___—_-- ASSPEC. A6 PER FNO PLANS CONC PATp CON'ENTRY 9TAIRW PWD COATED WALK CONC PATp AS 'MAL% ° E" AS PER FND PLANS WNK �l CONC.FND&FIGS CONC PATq CONC ENTRV A9 SPEC.RAILING �$R BIHP LI TED WALFAR CONC FATIO CCNC.FNDB FTGS FRONT ELEVATION FRONT ELEVATION FRONT ELEVATION 41 ,_ TYP.AU Locgno"s CONT. µµµe"nP.ALL LocAnoNB e RIDGE VENT FAFER TOP OF BM RIDGE VEM TYP.ALLLOCADONS ORDRAINAGE f FTM TOp OFBM CONT. OR DRAINAGE RbGf VENT FOR DMINADEBM HARDII—cE SHINGLE TRIM HARDIE SHINGLE 1"XB'COMP TRIM BEAM 12 A8H99LDROOFING ABOVE gARpIE 6NMOLE i'XB'COMP TRIAA 6 i°%1YCOMP SHINpLEROOFING 1°AMIEP 3"LE ROOFING �6 TRIM 12 COMPI6IRON AS SPE HARDIESHINGLE B"%1Y �8 TRIM 12 COMP19ITI.N B AS SPEC. ABOVE COMPISITION �6 ITPN° MTL.ROOFING AROIE LAP �8 Fgp0.9CFgIj ANO 12 FASCIAAND HARDIE TAP ACC.BATHASSI�EC. COMPISITKIN � RORPNG I1 SOFFIT Spppp �pgC IAAND HARDIE BOARD ACC.BATH AS SIEC. O TRIM COMP �6 CpppglN�g�lpISIT ® 3t2 60FFIT pptp BATT 312 Gal LAP FBOFGTAN ACC.9AATHHIASSPEC. ER 312 SPOUTS&SPLASH BLMS RAINGUTT WI DWN O ®® A69PEC SPOUT385PLASH BLMS MI GUTTERWI WN ACC.BgTHAS SPEC. V..ROOFING @ AS SPEC y� Op 85PLg9H OLM3 _ TRIM•COMP ACC.BATH AS SPEC, 1"%iT'CDMP tRy3 n TRIM TA80VE COMP 1 TRIM COMP ❑❑ 8 TRIM COMP RIMHARDIE BOARD TRIM -12 HARDIE BOARD 9HINGLE 1 SH HOLE 1 ❑❑ 24 AND BATT _ 1"X12'COMP BOVE I HARDIE BOAR D HµAUOI�E�OARD A i NO BATT ,— ARSATT BOARD .� NNH pDI�E�OARO I CON'ENTRY AND BAIT yy ,I1 1 WONK ENTRY FIORMED L—_—____—_L —_—la-_—C _ 11 {-�,� 11 ,1 WKK — — ------ --3--,�� MAD �---- yL--_----�— — -- —3 —_—_— —=—I— —1L_,�� LINE OF IXTENO MFO 8TON61NSTALL ARDIE TRIM 8"%B'COL V_ N ENTRY BATH Aii 38DRM IN ACCOfIpgw WITH PND FLASH CONC PqT MFO STgJE-INSTALL SHED ACCESSIBLE UNIT MFG.DIRECf10N8. 2°%S.COMP TRIM Oli CONC.FND 8 FTG9 LINE OFTTEXTEN IN pLCORDANCE WRN HARDIE TRIM '%S"BLOCKING AS PER FNO PLANS A�CCE331B�—ED NIT MFO.OBiECTIONS. Zy,S••ppM'RIM�H qB PER FND PECANS MFG gTONEIiBTALL ���pgHM B" 11- �- NPICALAT bTONE %e"BLOCKING ACCORDANCE WITH CONC.FND 8 FTOS SEE DETAIL SHEETA9 TYPICAIATSTONE MFG.DIRECTK)N3. 'XB'COMPTRIM ON SIDE ELEVATION SEE DETAR SHEETA-B A9 PER FND PLANS -9FTE DETNTL SH�EIET AB SIDE ELEVATION SIDE ELEVATION 1�m CONT. ■ CDNT. RIDGEVENT T B RIDGE VENT RIDGE VENT —comp- o HARDIE SHNGLE 12 9HNOLE RDOFINp H�AR0D.9HINOLE �6 HARDIE SHINGLE 12 90 SHNOIEROOFING ABOVE �8 AS ePEG TRIM COMP 6NINOLE ROOFING -12- A33PEC. T"W%M"COMP RIDGE VENT LONT. B"TTP,ALL LO'IITIONS M W Ab SPEG 0°TYP.ALLLOCATIONS RIDGE VENT }'� CDNT. STYP.ALL LOCATIONS RID EVENT RIDGEVENT RIDGEVENT-7 RIGEVENT gy CO T. R TAPER TOP OF BM 4"X12' 12 T.,FTOPOFBM 12 �66 FOR DRAINAGE 12 12 FOR DRAINAGE TAPER TOP OF BM '- '%12" _12 FOR DRAINAGE BEAM I� O TEAM �f ICJ 9 BEAN �6 6 � ���o� i BEAM 6 m 6 ppMM ❑❑ BgO8C1AANON LAP cogm ISRION CASCIAA'ND 90FflT BWRD ��yyy111 SOFFIT AND FA BOPRG UP HARDIE TAP BOARD UP 0 d C M HARDIE LAP BOARD O RDIE LAP HNp IE BOARD ■,1 HA A BAIT W BOARD HARDE SHINGLE TRIM 'COMP HART TRIM"COME MTLOROOFING TRIM wNBr IXTEN E Z HARDIE SHI WMP qBp E SHINGLE MTL ROOF NG w BOAR A33PEC. - TxM COMP LL TRIM M TFt%IM2(bMP RDE SHINGLE ------------- NGLE TRIM COMP FP HE L 0 gBOVE ARB)E TRIM BATH gT2BOPM° ABOVE DIE TRIM ..-,D TT LINE OppFii IXTENOED AN ACCE881BLE UNIT A.FLASH ANU ilEA3HIM AOLEfi61�BE UNIT CCppmm gg 27 RN�FILE46RIM TX9"BLOCKINGM ON NFCCOAGANCE�RH T'e'BLOCKINp �N T'XX9"BLOCKING ON M OL��"T ITH 1 CONC PAT CONC PATIO M-DIRECT1ONSL 2'I 8"BOOKING� MFppCSC"'INSTALL CONC PAT CONC PATIO CONC RATI I--u LIT ITIMFG.DIRECTbNB ITH aNRSDE II_ J_—____ LL HARDIE LIP L— ------ — ------------ ---� 1_—_J FINISHED FINISHED I L—____ __LL��____B_WR°_________��II I�L — ------------ ____ JJ pRADE L—_ __--_— --1 ..____—S___—_— 1_—�'J HARDIE BOAR° —HAR IE BO GRADE L_ — ------_— — _...----- -------- ----1L—_J 0 HARDIE BOARD HARDIE BOgftp ,J TYPICAL AT STONE ANO&lTT ANO BATT A� CONC.FNDBFTG33 -----Bpggp --- ANDBAT, ANp Sq -SEEDETAILSMEETAA MFG STONE-INSTALL A9 PER FNDPIAN9 AND 9ATT CONC.FNDB FTCS TVPILALAT STONE MFG STONE-INBTALL GONC.FleC FTO5 INACCORDANCEWOH TYPICALATSTONE MFG STONE-INST L AS PER FND PlAN3 AS PER FNDUO MFG.DIRELTIDN3. REAR ELEVATION SEEDETAILSHEE— INPGCpIORDANCEg ITH SEE DETAIL SHEET MFOC°q ECTgNS ITH REAR ELEVATION REAR ELEVATION 4-TWO BR UNIT BUILDING-FIRST FLOOR 4-THREE BR UNIT BUILDING-FIRST FLOOR BUILDINGS#7,8, 9, & 11 BUILDINGS#4$ 13 1 -ONE BR ACC.UNIT&3-ONE BR UNITS-FIRST FLOOR 1 -THREE BR ACC. UNIT&3-THREE BR UNITS-FIRST FLOOR 1 -TWO BR ACC. UNIT&3-TWO BR UNITS FIRST FLOOR BUILDING# 1 BUILDING#12 BUILDING#3 0 N M �p PRO 4) R Dr i°4P aF NOTE: / f B E 'C 2 n aszao sheet no: ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER' PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, rrF of 0 OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL BUILDING ELEVATIONS r0r R.W��Sp OPPORTUNITY-24 CFR CHAPTER 1-FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,1991. SCALE:1/8"=V-0" e:m9l y 0 E HARDIE SHINGLE FONT. t"XB'COMFTRIM O ABOVEE SHINGLE KIG£VEM ABq CIE SHINGLE R OE VENT TRIM C 12 LOMPISITION 'COMP BEAM �6 12 SOFRT�D TRIM �6 SPE�INORRpp y��$ �� AS SPECOFING 9PCUTSB 9PEA8 BLKS K HARDIE SOpgO RpKyg ER WI DWN ifl%T'COMP AS SPEC. ANDGATT Ag8 CI8P—H BLM3 ASIFIV.ROOFING qXiY COMP 58PEC. BAHSISNGLEROOFING TWM ARD m� AARDIE BOARD C AND BAIT B'ttP ALL LOCATIONS AND BATT B"TIP.gLLLCOATONB RID EVENT RID�ENENT CONY. q$ 4 XiY RIDGE VENT RIDGE VENT TAPER TOP OF BM BBAM 12 6 FOR—INAGE 1 4��%12^ 12 E60D-POF BM DECK WI P RAIL ED BBAM DECKWIPWDCQATEO OR DRAINAGE MIL ESH fUILING A9 SPEC. SPE MTL MESH RAILING AS MTL ROOFING 12 MTL.ROOFING p MTL.ROOFING �8 12 AS MTL.SPEC. AS SPEC. MTL.ROOFING MR MESH RAILINGTAS_ �8 12 A93PEC. HggDIE IAP �8 A9 SPEC. HARDIE IAP SPEC. 4 BOARD DECK W/PWDCOATED COI4PIBITION 12 BOARD 31/2 u MTL MESH HIEING AS FASCIAANO COMPISITION SPEC, gpFFIT 3112 1"XB'COMP TRIM —' FASCIAAND HARDIE LAP 80FFIT � 1^XB'pOMP TRIM BOARD 77� HARDIE TRIM ANDBATTOARO NAROETMM LOMP TRIM AND FLASH 1'XB"COMP TRIM ON 4 ANDC HARDIE TRIM AND FL 8H 411 2'XB" KING BOOARD UP I%e RLOCCR M ON '%e'COMPTRIM ON MFG TONE-MSTALL MFp STONE NSTALL •C 2'%8'BLOLHIppIIG IN AC RDANCEWRH IN ACCORDgNCEWITH MFG STONE-INSTALL MFG.010.ECTIONS. MFG.DIRECTIONS, �l �� �� MFG DREAM E ITH XAROIE ____ _ _ I SHED HARDIEIA QNI�9HED _—L I_ 1_ 1 _ _ _ I OARD__ _ __ ____ _ SHED L J_ �C -- _� aRNDE FINISHED 11 _L _J _ .—_1_ — L__ — _J_-- CONCENTI2Y — CONC ENTRY > -- GMDE L __ C�__—_ _��__ _ L --�— ORNDE WALK CCNC FATIO CppNCC ENTRY STAIR VVyyIPWD COATED WALK — C. FND8FTY3g WANC EMRY CONIC ENTRY HAgdE BOAR CONC ENTRY HAgpE 3pgp } CONC ENTRY WKK MiLMESHRAIIING AS PE HO&IANB WALK ANO&1Ti CONC PATIO COND ENTRY STAIR WI FWD COATED WALK AND BATE CONC.FIND WALK AS SPEC. WALK AS BPECH RAILING A.B PER FNO PLANS FRONT ELEVATION FRONT ELEVATION CTrP.—CATIONS p� O'TYP.ALLLOCATIONB CONY. }P RBICEVENi COAT. FOREOMIHgRE M RIDGE VENT yT FORE ABM S BEEA'M BFAM _ 8 iriG B SHINGLE ROOFING HARDIE BOARD = SHINOL[[ROOFING AS SPEC. AND BAIT p39PEC. CgYT. FLIINGUTTER WIDWN ppUUTTTTEE 1'Xe'COMP TRIM RIDGE VENT 9POUTSSSFUSH BLK9 $ 1"%8'COMP TRIM RI.TAL.T OWSU D89P gISH BLM9 AS SPEC TRIM COMP '- 1.CIA 6KIN TRIM FASCIAAND ❑ SNEATHINO �VE SHINGLE SOFFIT HM USE WRAP HARDIE BOARD ARDI SIDING HPADIE SOABD AND GATT 12 28 GA.G.I.FWSHING AND BAIT 12 MIL.ROOFlNG 8 HARDff MTL.ROCPING AS SPEC. ABOVE r_2 AULK 2 A9 SPEC. B AND IEBOARD 'X12' 2 TRIM G 1�"%1NYCOMP 2 SATT BEAM OVERIMNp 11R" CAULKY.CONY. 4'X1Y Ap IM 1'XB'HARd TRIM 1 SEA •COMP"M"COMPTRM ON AND IEPIM TRIM-.1-OCKIN "X9"CONY. PONFL CONKENTRYCOMCENTRYFINISHED JJ �I _ ___1_ __ __ C_ ______ �ry �GMDE—I L—_-1 _— _--J— = L—_ EDP DEC--- __�_MFG STONE-INSTALL D yTpryE INTALL CONC FAT `e"%e"COL ppCCOgOPON WRH MFO STONE-INSTNLN ACCORDgqN EWITH OFN08fTG3 Po.DIRECTIONS IN gCCOROANCE WITH CONC PAT 8"XB"COL [� MFG.DIRECTIE9. AS PER NO PLANS ���� 9EECALAT STONE FIN__ MFG.DIRECTIONS. AS PER MDBF EARS n DEAIL SHEET A-0 SIDE ELEVATION -a�LC `s"E'A-° N9G SIDE ELEVATION FIN.GMOE STONE DETAIL-TYPICAL I/I/71I1 HAAOOMPTRIM •�■ AARDIE SHINGLE CONY. t1T-t B 1'XB'COMP TRIM 1 BOVE RIDGE VENT CONY. Td%iNIY COMP ABOVE SHINGLE RIDGE VENT BFAM '''XX��TNM COMP 11 12 BEAM y COMPI8ITION M FASCIAAND �8 HARDIE BOARD COMP181TION SOFFIT AND BgTi B: FASOCoMPAAND t'q% "COMP MEER � �� —IE SHINGLE80FFIT SHINGLEROOFIND T ABOVE 1"XiT'COMPAS SPEC. LJIINIILJIII IIILIpppLJlll 1"X1T'COMP - TRIM /I��II II�III�I InII�}I II�u,,1 P} 9 TRIM 8`TYP.ALL LOCATIONS SHINGLE ROOFING a� ���HEE II IT���I p I I II I���❑� COM. II�1 }'} AS9PEC. �J W uu Ie°TYP.ALL LOCATIONS Co7 VENT I 4'%fY ��II��II qqpp 4'%iT RIDGE VENT FOR DRAINAGE BEAM ❑❑ I_ILI F00.EoggIHAGEM � BFAM I-X-H ❑ TPPER TOP OF BM �82 LJ C Mn.ROOFING �j MTL.ROOFING '-� A58PEC. E 12 B AS 9PECOFINO �y AS SPEC. B C�ppOB8MCCWN9p 10 3112 F AS 6PEC�ING �8 12 BOARD LAP SOFFIT N HARDIE IAP AMIE SHINGLE FCMIAAND 3112 8"XB'COL HARDIE IF Fr BOARD IT BOARD BOAARRD UP HARDIE TRIM 8%8'COL 8"Xe'COL 8"XB'ANE COL I AND FLAB 4 NDF TRIM IAHN TRIM AHAW H p�� HARDIE T.1 f'a BC00NCCNPATlO 1—COMPTRIMON 2"%B`BLOLKTNG ON Y%e'BOCKING ON T%8'SLOCKING CONC FATIO MFG STONEJNSTUI GRADED _ ___ L` ._ _ -- L _ ___J __ ____ __J.-- MFURNE-IN9TALL FINISHED _ __ ______ __ ON I II 1 �1 I� J1 IN ACCDIORRDANCE WITH . -__. 1177_.---_--C->-L__--S MFG.DIRECTION WITH C� ------______�------------------ -----__-_-__� I 1----_-_-_---- 1J\VI- MFD.DIRECTION8. OMDE L- MFOSTONE-INBTgLL HARDIE BOARD CONC.FNO BFTGS CONC PA HARDIE BO RD ICgLAT STONE NACOORDANCQWITH AND BATE q9 PER FND PLPNS HARDIE BOARD .MFG STONE-INSTALL gNDSATiA HARDIE BOARD CONC.FNDBFT08 CONC MTI EE DETAIL 9HEETA9 MFG.DIRECTIONS. REAR ELEVATION AND— TYPICALATSTCNE MFa DIREECT�IONS ITH AND GATT qS PEfl FND PlAN3 -SEE DETAIL SHEET A-B REAR ELEVATION 4-TWO BR UNIT&2-STUDIO UNIT BUILDING^-FIRST FLOOR 4-ONE BR UNIT&2-STUDIO UNIT BUILDING FIRST FLOOR c BUILDINGS#5&6 BUILDINGS#2& 10 ° PRO O BQ W NOTE: /A�! 5P 'fl ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER qr PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, BUILDING ELEVATIONS rpN 0FW��9°� sheet no: OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER 1-FINAL FAIR HOUSING ACCESSIBILITY SCALE:1/8"=1'0" w H. O GUIDELINES DATED WED.MARCH 6,1991. - 1"X6"CONCIA O WITH SIMPSON H2.5 EA. GUTTER-SBLOCKING E ELE ATIONS FOR 210"RAFTER TO LOCATIONS GABLE END TRUSS V-4„ NAILING BOUNDRY-TYPICAL 2"X6" 1"X10"COMPOSIT FASCIA ON METAL EDGE BLOCKING BETWEEN EA.2"X6"RAFTER 2"X4"CONT,BLOCKING WITH AND DRIP NAILING:8d @ 6"O.C. GUTTER-TYP VENTALL SOFFIT WITH 1R"VENT SOFFIT 2"X6"RAFTER ROOFING AS SPEC'D WITH MET EDGE NAILING BOUNDRY-TYPICAL @ 24"O.C. ON ROOF DIAPHRAM f3EE SCHEDULE)ON WOLING-ROOF: 8dA 4"O. 8d(tIl 6"O.C.ROOF DIA,TO 1"X10"FASCIA ON NAILING"ROOF:A 2 4"O.C.AT EDGE TRUSS BLOCKING 2"X6"SUB FASCIA AND 6"O.C.AT FIELD. MTL ROOFING AS SPEC'D WITH MET EDGE VENTED SOFFIT SIMPSON LUS26 INVERT HANGER SOLID FULL HEIGHT BLOCKING ON ROOF DIAPHRAM(SEE SCHEDULE)ON COMPOSITTRIM PROVIDE 2"HOLES FOR VENT. WOODTRUSSEDAT2 V. NAILING ROOF:8d AT 4"O.C.AT EDGE WALLSHEATHING OVERGABLE 2"X2"CON 2"XB"OUTLOOKER AT 24"O.C. TOP OF GUTTER IS AND 6"O.C.AT FIELD. END TRUSS.BREAK SHEATHING () 1/2"BELOW TOP OF ROOFING AS SPEC'D WITH MET EDGE AT CENTER OF TOP PLATE Tip SIMPSON OP CHOROF ETFEUSSOTHER BLOCK EXTENDED ROOF L ON ROOF DIAPHRAM(SEE SCHEDULE)ON WOOD TRUSSED AT 24"O.C. TOP OF GUTTER IS 26 GA.G,I,FLASHING I)CO BAKED ENAMEL CONT. 2"X6" NAILING ROOF:8d AT4"O.C.AT EDGE 1/2"BELOW TOP OF PE TRUSS WITH TOP CHORD DROPPED O RAIN GUTTER W/OWN AND 6"O.C.AT FIELD. EXTENDED ROOF LINE 2"X BLOCKIN 5112"FOR OUT LOOKERS. SPOUTS&SPLASH BLK'S BAKED ENAMEL CONT. 2'X6'CONT,NAIL TO TOP MOUNT GUTTER W/SC S VENT PATH W/INSUL,STOP RAIN GUTTER W/OWN PLATES W/16d @ 12'O.C. 3 R-491NSL SPOUTS&SPLLAW/3CKlW 2"X6' 17 OUNT GUTTER5/8"'X'GYP BD. um HURRICANE CLIPAT EA END OF R-49 BLOWN INSL EATRUSS-H2.5A 5/8"'X'GYP BD COMPOSITTRIM 2"XB SUB FASCIA COMPOSITTR 1"X10"FASCIA ON 2"X2"CONT VENTED SOFFIT 8d COOLERS 7"O.C. 2"X6"SUB FASCIA VENTED SOFFIT 4"Xi2"BM HURRICANE CLIPAT EA NOTE:ALL INSULATION MATERIALS INCLUDING END OF EATRUSS-H2.5A FACINGS SUCH AS VAPOR BARRIERS OR BREATHER ■ 1'�" PAPERS IN STALLED WITHIN ROIR-CEILINGASSEMBLIES, 2"X2"CONT WALLS CRAWL SPACES ORATTICS SHALL HAVE AFLAME SIDING ON'TYVEK'WRAP ON 7/16" SPREAD RATING NOTTO EXCEED 25 AND SMOKE DENSITY A OSB ON 2"X6"STUDSAT 16"O.C. 6'7(6"CAL NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH W/R-271NSUL INCLUDING 2"RIDGID SHEAR WALL SEE PLAN. U.B.C.STANDARD NO 42-1 SEC 1713(C)-SEE EXCEPTIONS. 'A BLOWN FOAM INSUL,AND 3"HIGH R a EXTEND OSB/PLAY WALL Y/ - INSUL BATT, `- SIDING ON TYVEK'WRAP ON 7/18" SHEATHING TO TOP OF OSB ON 2"X6"STUDS O.C. f? GABLE TRUSS WIR-271NSUL INCLUDING 2"RIDGID BZRIGYP BD ONER.NAILING 6d VAPOR ao BARRI WALLBOARD BLOWN FOAM INSUL,AND 3'HIGH R SHEAR WALL NAILS AT 4"O.C.EDGE AND FIELD, INSUL BATT. -SEE SCHEDUL BARRII GYP A I N.004"VAPOR WALL SHEATHING A NAILING:FIELD. L 26 WALL i,2"HO IZ ON BARRIER.NAILING;Bd WALLBOARD 8"O.C.AT EDGE AND 12"AT FIELD. WALL 8 2"HORIZ ON NAILS AT 4"O.C.EDGE AND FIELD UNLESS NOTED OTHERWISE ON SLAB•CALK AT SLAB WALL SHEATHING NAILING:Bd AT 40 THE SHEAR WALL SCHEDULE, B"O.C.AT EDGE AND 12"AT FIELD. 26 GA.G.I.FLASH'G UNLESS NOTED OTHERWISE ON TREATED 2"X6"PLATE WITH ANCHOR BOLTS �0 CONC PATIO& THE SHEAR WALL SCHEDULE. AS PER SHEAR WALL SCHEDULE. WALL CONNECTI 4"CONC PATIO SLAB TREATED EAR PLATE WITH ANCHOR BOLTS FINISHED FLOORING ON 4"CONC.SLAB W/ AS PER SHEAR WALL SCHEDULE. SLOPE AWAY FROM I■ J 6X6 W.B,W 2.9 W.W.F.REINFORCING ON BLD'G MIN Wl MAX 2% FINISHED FLOORING ON 4"CONC.SLAB W/ 6 MIL V.B.4" O RIGID INSUL ON 1"COMP. TIE TO FAD 6"12" 6X6 W 2.9 W 2.9 W.W.F.REINFORCING ON SAND ON 4"COMP GRAVEL FILL. FINISH B MIL V.B.ON 2"RIGID INSUL ON 1"COMP. 1"X10"COMPOSIT FASCIA ON GRADE T4 X EDGE 18"O.C.& SAND ON 4"COMP GRAVEL FILL. 2%(4"CONT.BLOCKING WITH o TURN EDGE OWN GUTTER-TYP ALL LOCATIONS p / FINISH GRADE r WITH 1/2"VENT SOFFIT w 3Zq — — _ NAILING BOUNDRY-TYPICAL y wlJ III=III=II _ _ 2"POLY BEAD BOARD INSUL G III=III=III = —III—III—III—III=III — — II=II=III=III UNDER SLAB AND TO TOP OF FTG w III= _ _ _ _ _ —_ — SOLID FULL HEIGHT BLOCKING- �O III= l 4 O —III— —III III—III—III—III—III- 2"POLY BE AD BOARD INSUL PROVIDE 2"HOLES FOR VENT. ❑z — k —III=III= SEE FOUNDATION PLAN AND DETAILS FOR p III III- -III—III—III—III—III ° —III UNDERSLAB AND TO TOP OF FT'G 2xg" III= 0 = CONIC FIND AND FT'G AND THE REINFORCING u =III III=III—III—III—III—III - III=III=III 8� — II— r _ _ — SEE FOUNDATION PLAN AND TOP OF GUTTER IS ROOFING AS SPEC'D WITH MET EDGE OG — — COMP EARTH y — —III III III-I DETAILS FOR CONC FND AND 1/2"BELOW TOP OF ON ROOF DIAPHRAM(SEE SCHEDULE)ON =11=III=III=III=III I =III II—III— FTG AND THE REINFORCING EXTENDED ROOF LINE WOOD TRUSSED AT T4"GOC =III=III=111=III L_____J —_- - I III COMP EARTH BAKED ENAMEL CONT NAILING-N -ROOF:8d . 4"O.C.AT EDGE —III—III RAIN GUTTER W/OWN AND 6"O.C.AT FIELD. III=III=III= A SPOUNT&SPLASH PLA H 3CR�W SECTION SCALE: 12=1'-0" VENT PATH W/INSUL.STOP SECTION SCALE: 1/2-V-0" 4 R-491NSL NOTE:SEE PREVIOUS SECTIONS FOR ADDITIONAL A'11 _ NOTES AND DIM. 5/8"'X'GYP BD. 1"X10"FASCIAON 2"X2"CON HURRICANE CLIPAT EA END OF 2"X6"SUB FASCI " EA TRUSS-H2.5A .010 VENTED SOFFIT COMPOSITTRIM SOLID FULL HEIGHT BLOCKING- NAILING BOUNDRY-TYPICAL PROVIDE 2"HOLES FOR VENT. 1"X10"COMPOSIT FASCIA ON SIDING ON'TYVEK'WRAP ON 7116" 2"X4"CONT BLOCKING WITH 8T 8"O.C.ROOF DIA,TO OSB ON 2"X6"STUDS AT 16"O.C. GUTTER-IYP ALL LOCATIONS TR BLOCKIN ROOFING AS SPEC'D WITH MET EDGE W/R•271NSUL INCLUDING 2"RIDGID WITH 1/2"VENT SOFFI ON ROOF DIAPHRAM(SEE SCHEDULE)ON BLOWN FOAM INSUL.AND 3"HIGH R 1"X10"FASCIA ON WOOD TRUSSED AT 2'O.C. § INSUL BATT. TOPIC GUTTER IS NAILING ROOF:8d AT 4"O.C.AT EDGE SIMPSON H2.5 EA. 2"XB"CONT BLOCKING WITH 12"BELOW TOP OF AND 8"O.C.AT FIELD. 5/8"'X'GYP BD ON.004"VAPOR BARRIER, 2"XB"RAFTER TO 1'-4° GUTTER-SEE ELEVATIONS FOR EXTENDED ROOF LINE 2"XB" NAILING:6d WALLBOARD NAILS AT 4"O.C. GABLE END TRUSS LOCATIONS EDGE AND FIELD. 2"X( RAFTER NAILING BOUNDRY-TYPICAL 2"X6" BAKED ENAMEL CONT. VENT PATH W/INSUL.STOP @ 24"O.C. BLOCKING BETWEEN EA.2"X6"RAFTER RAIN GUTTER W/DWN SHEAR WALL WALL SHEATHING NAILING:Btl AT ■ NAILING:8d @ 6"O,C. SPOUTS 8 SPLASH BLK'S -SEE SCHEDUL 9 NLESS NOTEAND N OTHERWISE FIELD. ON 1 MOUNT GUTTER W/SCREW R-49 INSL IL ROOFING AS SPEC'D WITH MET EDGE THE SHEAR WALL SCHEDULE. I, METAL EDGE ON ROOF DIAPHRAM((SEE SCHEDULE)ON 1"X10'FASCIA ON 2"X2"CONT 5/8"'X'GYP BD. AND DRIP WOOD TRUSSEDAT 24"O.C. 2"X6"SUB FASCI 12"440 SOUNDBOARD BY NAILING•ROOF:Sd AT 4"O.C.AT EDGE COMPOSIT TRIM HURRICANE CLIPAT EA END OF HOMASOTE'ON 3/4"CDX PLY 1"X10"FASCIA IA AND 6"O.C.AT FIELD. 1'-0" EA TRUSS•H2SA SUB FLOOR ON 9 1/2"TJI 110'S 2"XB"SUB FASCIA SHEAR WALL SEE PLAN-SHEET FULL VENTED SOFFIT Pr 16"O.C. NAILING:10tl@ 6"O.C. ■MM 2"X2"CONT SIMPSON LU5281NVERT HANGER HE OF WALL TO BOTTOM OF LSL SIDING ON TYVEK'WRAP ON 7/i6" EDGE QND 10"AT FIELD +W VENTED SOFFIT SIMPSON LPT4 EVERY OTHER BLOCK ROOFING AS SPEC'D WITH MET EDGE WIRE-207IIHS 1L INCLUDING 2"RIDGID RA9 SOUND INSL-UNFACED p K COMPOSITTRIM TO TOP CHORD OF TRUSS ON ROOF DIAPHRAM(SEE SCHEDULE)ON METAL REQ AND INSUL BLOWN FOAM M INSUL.AND 3"HIGH R o - 5/e"'X'GYP BD ON SOUND CHANNEL 9 0 WOOD TRUSSED AT 2d O,C. WALL SHEATHING OVER GABLE PE TRUSS WITH TOP CHORD DROPPED NAILING-ROOF:8d AT 4*O.C.AT EDGE SHINGLE MFG END TRUSS.BREAK SHEATHING 5 12"FOR OUT LOOKERS. AND 6"O.C.AT FIELD. 5/8"'X'GYP BD ON.004"VAPOR BARRIER, F AT 18"O.C. In AT CENTER OF TOP PLATE NAILING:6d WALLBOARD NAILS AT 4"O.C. R-49 BLOWN INSL EDGE AND FIELD. e X GYP BD Bd faZ 6'O.C.ROOF DIA A EDGE MID 1Z'AT FIELD.-UNLESS NOTED NOTE:PROVIDE SOLID BLOCKING AT PLYWOOD TO TRUSS TOP CHORD JOINTS AT SECOND FLOOR ONLY OTHERWISE ON THE SHEAR WALL SCHEDULE. Bd COOLERS 7"O.C. 16d 0 6"O.C.BOTTOM PLATE TO 9 I� 2"X6"CONT NAIL TO TOP 9 V LSL RIM, PLATES W/16d @ 12"O.C. PETRUS3 10440 SOUNDBOARDFLOOR BY'HORON9 i/2"TJI ON 3l4"CDX PLY SUB FLOOR ON 912"TJI 110'S SIDING ON T'VEW WRAP ON 7/16" R-491NSL WD 10"At NAILING: IELD G:10d @ 6"O.C.AT EDGE OSB ON 2"XB"STUDS AT 16"O.C. a WIR-271NSUL INCLUDING 2"RIDGID R-19 SOUND INSL-UNFACED BLOWN FOAM INSUL.AND 3"HIGH R NOTE:ALL INSULATION MATERIALS INCLUDING /1 INSUL BATT. 5/8"'X GYP BD ON SOUND CHANNEL zP °D FACINGS,SUCH AS VAPOR BARRIERS OR BREATHER io 5/8"'X'GYP BD ON.0D4"VAPOR AT 16"O.C. PAPERS(NSTALLED WITHIN FLOOR-CEILING ASSEMBLIES BARRIER.NAILING:6d WALLBOARD WALLS CRAWL SPACES ORATTICS SHALL HAVE A FLAME O NAILSAT 4"O.C.EDGEAND FIELD LawERIFY JOIST DIRECTION W/FRAMING PLAN SPREAD RATING NOT TO EXCEED 25 AND ASMOKE DENSITY SHEAR WALL SHEAR WALL NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH WALL SHEATHING NAILING:8d AT -SEE SCHEDUL SEE SCHEDUL 8"O.C.AT EDGE AND 12"AT FIELD. NOTE:PROVIDE SOLID BLOCKING AT PLYWOOD U.B.C.STANDARD NO 42.1 SEC 1713(C)-SEE EXCEPTIONS. -UNLESS NOTED OTHERWISE ON (2 5/8"'X' 5'OUTOR JOINTS AT SECOND FLOOR ONLY �y THE SHEAR WALL SCHEDULE. T�NEARtST WALL ((�9) ( TREATED 2"X6"PLATE WITH ANCHOR BOLTS RI ST0 OF L5 SHEAR WVAL) AS PETR SHEAR WALLESCHEDULE. BOLTS AS PER SHEAR WALL SCHEDULE, 8tl 8"O.C.SHEAR WALL ��� TOM ( NOTE:ALL INSULATION MATERIALS INCLUDING O BOTTOM CHORD P.E TRUSSTO) FACINGS SUCH AS VAPOR BARRIERS OR BREATHER FINISHED FLOORING ON 4"CONC.SLAB W/ PAPERS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, FINISHED FLOORING ON 4"CONC.SLAB W/ 6X6 W 2.9 W 2.9 W.W.F.REINFORCING ON TOP PLATES SHEAR WALL WALLS CRAWL SPACES OR ATTICS SHALL HAVE A FLAME 6X6 W 2.9 W 2.9 W.W.F.REINFORCING ON 8 MIL V.B,ON 2"RIGID INSUL ON 1"COMP. SPREAD RATING NOT TO EXCEED 25 AND ASMOKE DENSITY 6 MIL V.B.ON 2"RIGID INSUL ON 1"COMP. SAND ON 4"COMP GRAVEL FILL, 1/2"X3"BLOCK ATAIR SPACE 70 NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ¢ SAND ON 4"COMP GRAVEL FILL. SECURE ROCK WOOL. ULil .B.C.STANDARD NO 42.1 SEC 1713(C)-SEE EXCEPTIONS. y SHEAR WALL 312"INSULATION AS SPEC O FINISH GRADE 1O INISH GRADE -SEE SCHEDULE 12"HOMASOTE 440 SOUNDBOARD LL 33� — — — w 3 = I=�i ° III—III=III 2"POLY BEAD BOARD INSUL 5B"'X'GYP BD.NAILING:6tl WALLBOARD w Wa III—III= ° — I_ 2"POLY BEAD BOARD INSUL po F UNDER SLAB AND TO TOP OF FTG NAILSAT4"O,C.EDGEAND FIELD.-UNLESS — — —{4—III=III UNDERSLASANDTOTOPOFFT'G III=III ° III=III—III BEEFOUNDATIONPLANAND NOTED OTHERWISE ON SHEAR WALL SCHEDULE c5Z —IIIEE3 LL zO' =III=III - III=III= DETAILS FOR CONC FIND AND �o SEE FOUNDATION PLAN AND DETAILS FOR pz FTG AND THE REINFORCING 2"X4"STUDSAT 16"O.C.WITH FIRE O< III= — CONIC FIND AND FT'G AND THE REINFORCING y 0:0 "g_� BLOCKINGAT 10"O.C,MAX.-HORIZ S VERT. p� -__ =III=11 IIIE_zz-III D� -III-III-III-III IIIIII ��GOMP EARTH 00 = I II —COMP EARTH TREATED 2"XB"PLATE WITH ANCHOR BOLTS =III=III=III=III Ip —III—III--III— AS PER SHEAR WALL SCHEDULE. r III=III=III= FINISHED FLOORING ON 4"CONC,SLAB W/ O 6X6 W 2.9 W 2.9 W W,F.REINFORCING ON 04 6 MIL V.B.4"COMRIGIDGRAVEL FILL. I"COMP. SECTION SCALE: 1/2"=1'-D" rJ 1 SAND B.O COMP GRAVEL FILL. SECTION SCALE: VZ" V-0" PR F ° III=III=III=III �/GG'' s�Is�7 Mt 452 sheet no: SECTION SCALE: 12"-1'-0" 3 SECTIONS DP 0P�°� NOTE:SEE PREVIOUS SECTIONS FORADDITIONAL A'11 taM p W1`bo A NOTES AND DIM. AS SPEC. 1" I D"FASCIA ON 1"XI O"FASCIA ON 2"X6"CONT RIDGE VENT BLOCKING WITH GUTTER-SEE SIMPSON H2.5 EA. 8"CONY BLOCKING WITH VENT PATH-2"OPENING ELEVATIONS FOR LOCATIONS 2"XB"RAFTER TO 1'4"L:�� GUTTER-SEE ELEVATIONS FOR VENT PATH NAILING BNS FOR LOCATION 2'O(8" GABLE END TRUSS LOCATIONS —�� y BLOCKING BETWEEN EA.2"X6"RAFTER 2"XB"RAFTER NAILING BOUNDRY-TYPICAL 2"X6" / 2"OPENING SIMPSON H2.5 EA. NAILING:Bd @ 6"O.C. BLOCKING BETWEEN EA.2"X6"RAFTER 2"X6"RAFTER TO ((�24"O.C. 40 NAILING:Sd @ 6"O.C. GABLE END TRUSS 1�" 2'%6"OUTLOOKER AT 24"O.C. ROOFING AS SPEC'D`WITH MET EDGE ROOFING AS SPEC'D WITH MET EDGE ROOFING AS SPEC'D WITH MET EDGE 2"X6"RAFTER 8d(�4"O.C.ROOF DIAPHRAM ON WOOD TRUSSAED dT 24"SCHEDULE) METAL EDGE ON ROOF DIAPHRAM((SEE SCHEDULE)ON ON ROOF DIAPHRAM SEE SCHEDULE)ON @ 24"O.C. TO LSRAG STRUT TRUSS NAILING-ROOF:8d AT4"O,C.AT EDGE AN DRIP WOOD TRUSSEDAT 2A"O.C. WOOD TRUSSEDAT 24"O.C. AND 8"O.C.AT FIELD. Ica) NAILING•ROOF:Sd AT4"O.C,AT EDGE NAILING-ROOF:8d AT4"O.C.AT EDGE METAL EDGE 1"X10"FASCIA ON AND DRIP 2"Xe"SUB FASCIA AND 8"O.C.AT FIELD. AND 8"O.C.AT FIELD, VENT PATH W/INSUL.STOP 2"X2"CONS SIMPSON LUS26 INVERT HANGER VX10"FASCIA ON ( CL OF PARTY WALL 2"X6"SUB FASCI VENTED SOFFIT (1)TOP EON LP OF TR TRUSS BLOCK 1/2"GYP SMOKE ENCLOSURE 2"X2"CONY SIMPSON LUS26 INVERT HANGER COMPOSITTRIM TO VENTED SOFFIT (1)SIMPSON LPT4 EVERY OTHER WALL SHEATHING OVER GABLE PE TRUSS WITH TOP CHORD DROPPED COMPOSITTRIM BLOCK TO TOP CHORD OF TRUSS END TRUSS,BREAK SHEATHING 512"FOR OUT LOOKERS. AT CENTER OF TOP PLATE PE TRUSS WITH TOP CHORD R-49 BLOWN INSL WALL SHEATHING OVER GABLE DRAG STRUT TRUSS DROPPED 51/2"FOR OUT LOOKERS. O END TRUSS.BREAK SHEATHING F=+/-3000-NOTIFY R49 INSL AT CENTER OF TOP PLATE TRUSS COMP. 6d COOLERS 7"0. . n"'X'GYP BD 2"X6"CONY.NAIL TO TOP 1"X72"COMP.TRIM R48 BLOWN INSL j 5/B"7('GYp BD bN SOUND PLATES Wli6d @ 12"O.C. CHANNELAT N"O.C. VENTED SOFFIT 5/8"'X'GYP BD 1 SIMPSON A35A 24"O.C. IN 5'MIN OUT FROM 1 H WALL. HURRICANE CLIP AT EA END OF r '( (MAX)( ) ALL CHANNELS TO COVE ALL 2"X BLOCKING PF TRUSS TO TOP PLATES ADJACENT ROOMS NEXT TO EATRUSS-H2.SA SIMPSON H2.5 AT FIRE WALLS. 1)SIMPSON A3B AT" 6d COOLERS 7"O.C. TRUSS TO TOP O.C.MAX P.E.DRAG SIDING ON'7YVEK'WRAP ON 7/18" PLATES 2"XB"CONY.NAIL TO TOP 038 ON 2"X6"STUDS AT 16"O.C. 12"X3"BLOCKATAIR SPACE TO STR T TR SS TO TOP PLATES W/16d @ 12"O.C. W/R-271NSUL INCLUDING 2"RIDGID SECURE ROCK WOOL. PLATES SIDING ON TYVEW6"STU WRAP"D.C. �■ BLOWN FOAM INSUL.AND 3"HIGH R SHEAR WALL OSB ON 2"X6"STUDS AT 18" .C. INSUL BAIT. 12"HOMASOTE 440 SOUNDBOARD -SEE SCHEDULE WIR-271NSUL INCLUDING 2"RIDGID BLOWN FOAM INSUL.AND W HIGH R n 518"'X'GYP BD ON.004"VAPOR 5/8"W GYP BD-NAILING: NOTE:PROVIDE SHOP DRAWINGS OF INSUL GATT. BARRIER.NAILING:Bd WALLBOARD Bd WALLBOARD NAILS AT ALL RAILINGS AT DECKS AND STAIRS NAILS AT 4"O.C.EDGE AND FIELD 4"O.C.AT EDGE AND FIELD �4 TO E.O.R.FOR REVIEW AND APPROVAL 5/8"'X'GYP BD ON.004"VAPOR BARRIER, .4 BEFORE ANY MANUFACTURING. NAILING:6d WALLBOARD NAILS AT4"O.C. WALL SHEATHING NAILING:Bd AT ao Z%4"STUDS AT*'O.C.WITH EDGE AND FIELD. SHEAR WALL 8"O.C.AT EDGE AND I2"AT FIELD. 27 FIRE BL0 KINGATIO"O.C. SEE SCHEDUL UNLESS NOTED OTHERWISE ON MAX,-HORIZ AND VERT WALL SHEATHING NAILING:FIELD. THE SHEAR WALL SCHEDULE. S"O.C.AT EDGEAND OTHERWISE FIELD. 'CELLUSPRAY'CELLULOSE INSULATION •UNLESS NOTED OTHERWISE ON 2"X2"PWD COATED THE SHEAR WALL SCHEDULE. 12"440 SOUNDBOARD BY AIR SPACE-TYPICAL MTL TOP RAILING 2"X6"DECKING W/1/4"SPACES ON 2"XS"TREATED JOISTS AT i6"O.C.(2"X10"WHERE NOTED ON BLD'G HOMASOTE'ON 3/4"CDX PLY PWD COATED MTL MESH PLANS W/MET.JO T HANGERS EA.END SUB FLOOR ON 91/2"TJI 110'S WALL-TO-FLOOR NAILING: O ) 40 RAILING AS SPEC. EDGEAN NAILING'T FIELpB"O.C. 10d AT 4"O.C. ° 26GA.G.LFLASHING-MINE OF SHEAR WALL 1/2"440 TOE ON 3O/4"CDX PLY t.10 MTL POST SATED SIDING AND OVERTOP EDGE OF LEDGER -SEE SCHEDULE 'H RR 12"44030UNDBOARD BY SUB FLOG ON 9 12"TJI 11 O'S 2"X2^PWD COATED HOMASOTE'ON 3/4"COX PLY c A16EDGv R-19 SOUND INSL-UNPAGED 18"O.C. NAILINtFIE��@@6"O.C. MTL BOTTOM RAILING SUB FLOORON 912"TJI 1101S 1■ 'O Id4D 10"AT FIELD- IB"O.C. NAILING:10d 6"O.C. SOLID BLOCKING•(2)7'X10" ;r EDGE U,ND 10"AT FIEL� NOTE:PROVIDE SOLID BLOCKING WALL R-19 SOUND INSL-UNPAGED AT PLYWOOD JOINTS AT SECOND - 5/8°XGYP BD ON SOUND FLOOR ONLY -19 SOUND INSL-UNPAGED CHANELS AT 16"O.C. o NOTE:PROVIDE SOLID BLOCKING AT PLYWOOD NOTE:PROVIDE SOLID BLOCKING 5/8"X GYP BD ON SOUND 4"X12"TREATED 3 1/4"X4"LAG CHANELS AT IB"O.C. JOINTS AT SECOND FLOOR ONLY BEAM-SET ENDS REWS 16 O.C. FLOOR ONOY JOINTS AT SECOND IN WALLS NOTE:ALL INSULATION MATERIALS INCLUDING NOTE:RUN WALL SHEATHING CONTINUOUS ----518"'X'GYP BD ON SOUND CHANNEL BEHIND DECK LEDGER FACINGS SUCH AS VAPOR BARRIERS OR BREATHER SEE DECK LEDGER PAPERS(NSTALLED WITHIN ARRIR-CEILINGASSEMBLIES, AT 16"O.C.(SEE GA FILE NO FC 5120) NAILING DETAIL #2 D.F.2"XB"JOIST 18"O.C.WlSIMPSON LUS28 v WAL S CRAWL SPACES ORATTICS SHALL HAVEAFLAME Sp RATING NOTTO EXCEED 25AN0 A SMOKE DENSITY HANGERS,USE 1 COMMON NAILSAT HANGERS a o NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH 12"X3"BLOCKATAIR SPACE TO U.B.C.STANDARD 14042-1 SEC 1713(C)-SEE EXCEPTIONS. L SECURE ROCK WOOL. 'a o -HEAR WALL g SHEAR WALL NOTE:ALL INSULATION MATERIALS INCLUDING 4 _ -SEE SCHEDUL SHEAR WALL c -SEE SCHEDULE PAPERS(NSTALLED WITHINF LRppRppIR CEIOLIN ASSEMBLIES, o -SEE SCHEDUL WALLS CRAWL SPACES.RATTIC.SHALL HAVEA FLAME 28 GA.G.I.FLASH-B"UP NOTE:ALL INSULATION MATERIALS INCLUDING — TREATED 2'O(6"PLATE WITH ANCHOR BOLTS _ °D °I SPREAD RATING NOT TO EXCEED 25 AND ASM0KE DENSITY WALL$2"HORIZON FACINGS SUCH AS VAPOR BARRIEREEDR BREATHER AS PER SHEAR WAIL SCHEDULE, o NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH SLAB-CALKAT SLAB PAPERS(NSTALLED W ITHINFLOOR-CILING ASSEMBLIES, U.g.C.STANDARD N042-1 SEC 1713(C)-SEE EXCEPTIONS. WALLS CRAWL SPACES OR ATTICS SHALL HAVEA FLAME 28 GA.G.I.FLASH'G SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY FINISHED FLOORING ON 4"CONC.SLAB W/ CONC PATIO$ NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH AIRSPACE-TYPICAL ALL CONNECTION U.B.C.STANDARD NO 42-i SEC 1713(C)-SEE EXCEPTIONS. 6XB W 29 W 2.9"W.W.F.REINFORCING ON ,- BMIL V.B.ON 2 RIGID INSUL ON 1" MP. 4"CONC PATIO SLAB TREATED 2"X6"PLATE WITH ANCHOR BOLTS SAND ON 4"COMP GRAVEL FILL. POWER FASTEN EA 2"X4" 3LOPEAWAY FROM AS PER SHEAR WALL SCHEDULE. TREATEDAT 32"0.C.TYPICAL BLD'G MIN 1%-MAX 2% I TIE TO FND W/12" FINISHED FLOORING ON 4"CONIC.SLAB W/ #4 X 12"AT 16"O.C.$ BXB W 2.9 W 2.9 W.W.F.REINFORCING ON TURN EDGE DWN 12" 6 MIL V.S.ON 2"RIGID INSUL ON 1"COMP. FINISHED FLOORING ON 4"CONC.SLAB W/ SAND ON 4'COMP GRAVEL FILL. FINISH G BX6 W 2.9 W 2.9 W.W.F.REINFORCING ON 6 MIL V.B.ON 7'RIGID INSUL ON 1"COMP. " W1, 2"POLY BEAD BOARD INSUL SAND ON 4'COMP GRAVEL FILL. Z UNDER SLAB AND TO TOP OF FT'G � a 1�=� III III III III III III��III III III III ° — 2"POLYBEAD BOARD INSUL ��� —III=III _ DETAILS FORCONCFNDAND FINISH —III , N =III= = = FTG AND THE REINFORCING — — — ° — — — SEE ANDTDEREINFORCINGPLAN NAD DETAILS FOR CONC GRADE III I III III III III III III I�III III Ill III III III III III III UNDER SLAB AND TO TOP OF FTG °d =III= = =III u a t——_ _ SEE FOUNDATION PLAN AND III—III=11 COMP EARTH — ° DDETANDTHEREIICFNDIANDFTG �r it=lil=III= — =III= = =III COMP EARTH SECTION SCALE: 12"=V-O" 6 SECTION 7 1"X10"FASCIAON — I;i1=1iI — Z SCALE: 12"=1'-0" 2"Xe"CONY BLOCKING WITHIII—III= I' n A'12 1 HOUR PARTY WALL A�� GUTTER-SEE ELEVATIONS FOR p VI O /">1 LOCATIONS SECTION SCALE: tl2"=1'-0" v TYPICAL AT ALL INTERIOR BEARING WALLS-1 HOUR SEPARATION WALL SIMILAR NOTES: SIMPSONH2.5EA. NAILING BOUNDRY-TYPICAL 2"XB" 1.FIRE DAMPERS ARE REQ'D.ATALL DUCT PENETRATIONS 27(6"RAFTERTO BLOCKING BETWEEN EA.2"X6"RAFTER GA FILE NO.WP 3605 1 HOUR 30 TO 34 STC NAILING:Bd @ 6"O,C, M /( OF THE 1-HOUR OCCUPANCY SEPARATIONS. GABLE END TRUSS 1'4" (1)SIMPSON LPT4 EVERY n� 2 VERY FIRE BLOCKING IS REQUIRED ATA MAX.10'-0" METAL EDGE OTHER BLOCK TO TOP Bd 4"O.C.ROOF GYPSUM WALLBOARD.WOOD STUDS _FIRESOUND O.C.ATAIR SPACE BETWEEN ALL DOUBLE WALLS. AND DRIP CHORD OF TRUSS 8d O PE TRUSS ■ ONE LAYER 5/e'TVPE'X'PLAIN OR PREDECORA -GYPSUM 3.THE MAX FLAME-SPREAD CLASS OF WALL&CEILING 2"X6"RAFTER 1 W LBOARD WATER RESISTANT BACKER OAR CRIME FINISH MAT.ARE REQUIRED TO COMPLY WITH I.B.C. 8"� E APPLIE'D PARFLLEL WITH OR AT RIOHTANGLES 70 EACH SEC.4204(a)8Tb.42•B. ([�24"O.C. ROOFING AS SPEC'D WITH MET EDGE SIDE OF 2'X4"WOOD STUDS 18"O.C.WITH 6d COATED NAILS, 1"X701'FASCIA ON ON ROOF DIAPHRAM(SEE SCHEDULE)ON 1 7/8"LONG,0.0815'SHANK,1/4"HEADS 7^O.C.JOINTS OF T2"X6"SUB FASCIA WOOD TRUSSEDAT 2'O.C. SQUARE EDGE.BEVEL EDGE F PREDE`CORATED WALLBOARD T K:KNESS: 47/8" MAY BE LEFT EXPOSED.STAGGER JOINTS EACH SIDE. FIRPROX$WEIGHT.ULR1318-4 8,&173 VENTED SOFFIT gND116"O.C.AT F:IELDT4"O.C.AT EDGE (LOAD-BEARING) E E UL R2717-3J,1-20F6 '7 "CON SIMPSON LUS26 INVERT UL R3501-52 3.1 8 HANGER DESIGN U306 COMPOSIT TRIM 2"X6"OUTLOOKER AT 24"O.C. -li ULC DESIGN W301 SOUND TEST: OR 64-8,24-64 HARDIE BOARD 26 GA.G.I.FLASHING—,., AND BATT VXi"CO P.T MDRAG STRUT TRUSS #2 DOUGLAS FIR 2"XB"CONT.LEDGER ' ■ F=+/-3000 LBS 6 SHEAR WALL•SEE PLANS, SHEET GA FILE NO.RC 2606 CENNG/ROOF ASSEMBLY 1 HOUR FIRE NOTIFY TRUSS CO. NAFULL HEIGHT OF WALL TO BOTTOM WOOD ROOF TRUSSE9 RESILTENT CHANNELS GLA53 OR I w IL 1 3/4"X9 1/2"LVL BEAMS MINERAL FIBER INSULATION,CEILING DAMPER,GYPSUM 'gIMPSON"MMSTC40 STRAP AT EA. SIDING ON TYVEW WRAP ON 7/16" WALLBOARD. 4'O(12" i '—'—'—O—'—'—. END OF SHEARWALL.SEE PLANS. OSB ON 2"XB"STUDS AT 16"O.C. ONE LAYER fi/8"TVPE'X'GYP3Ury1 WALLBOARD OR GYPSUM BEAM I MTL ROOFING AS SPEC'D WITH MET EDGE WRAP"SIMPSON"MSTC40 STRAP W/R-271NSUL INCLUDING 2"RIDGID VENEER BASE APPLIED AT RIOHTANGLES TO RESILIENT 1 I ON ROOF DIAPHRAM(SEE SCHEDULE)ON ( { 1( V AROUND(2)1 3/4"X912"LVL BE BLOWN FOAM INSUL.AND 3"HIGH R FURRING CHANNELS 12"O.C.WITH 1 1/8"TYPE S DRYWALL WOOD TRUSSEDAT 2"O.C. LONGyLA�8 REWS 1� INSUL BATT SCREWSB'O.C,.GYPSUMBOARDENDJOINTSATTACHED I WALL SHEATHING OVER GABLE NAILING-ROOF:Bd AT 4"O.C.AT EDGE O Bd 6"O.C.ROOF DIATO 5/B"'X'GYP BD ON.004"VAPOR WITH SCREWS 8" C.TOADDITIONAL PIECES OF CHANNEL END TRUSS BREAK SHEATHING AND 6"O.C.AT FIELD. AT 16"O.C. 2'O(�LOCKINtl BARRIER.NAILING:Bd WALLBOARD 6p^I,OryG LOCATE EY BACK ON 81T�ER SIDEE OF END JOINT AT CENTER OF TOP PLATE NAILS AT 4"O.C.EDGE AND FIELD RESILIENT CHANNELS APPLIED AT RIGHTAPIGLES TO BOTTOM 16d 6"O.C.,BLOCKING THROUGH SHEAR CHORD OF PITCHED WOOD TRUSSES 29"O.C.WITH 1 1/4" WAL�TO(2)1 3/4'X9112'LVL BEAM WALL SHEATHING NAILING:Sd AT TYPE S OR W SCREWS.GLASS FIBER OR MINERAL FIBEER BATT 8"O.C.AT EDGEAND 12"AT FIELD. OR LOOSE FILL INSULATION APPLIED DIRECTLY OVER bVPSUM 28 GA.G.I.FLASHI Li -UNLESS NOTED OTHERWISE ON BOARD.TRUSSES SUPPORTI G 15l32"PLYWOOD OR OSB ROOF Bd.@ 6"O.C.ROOF LOCKI THE SHEAR WALL SCHEDULE. SI{EATHING APPLIED AT RI8'TANGLES TD TRUSSES WITH Ba GIRDER FULZ HEIGHT 2"X BLOCKIN RING SHANK NAILg 12"O.C.OPTIONAL CpILING DAqMPER(REFER HURRICANE CLIP AT EA TRUSS HURRICANE CLIP 26 GA.G.I.FLASHING 10 MANUFACTURER FORINFORMATION ON THE T/PE OF DAM PER). END OF EA TRUSS-H2. AT END DECK LEDGER NAILING DETAIL MET.ROOFING AS 3PEC'D WITH ME APPROX.CEILING 3 P3F NAILING BOUNDRY•TYPICAL 2"XB" TRUSS-H2.6A ■ EDGE ON 12"PLYWOOD WITH PLY FULL HEIGHT 2"X BLOCKING BETWEEN EA WEIGHT: UL R1419G N.T.S. CLIPS ON 2"XB"JOISTS AT 24"O.C. 2"X6"RAFTER ATTACH EA.BLOCKING TO PRDPRIE7ARY GYPSUM BDARD- ((R8837 R105B3 BLOCKING BETWEEN EA.2"X8"RAFT 24"NAILING-ROOF:8dAT 4"O.C.AT TOP PLATES WII SIMPSON A35 AMERICAN GYPSUM COMPANY- 5/8"FIREBLO%R TYPE C FIRE TEST. 04NK2358�,1.1�6, NAILING:10tl�6"O.C. 1)SIMPSON A35ATTRUSS, O () 5/a UL DESIGNS P64fi MAX DRAG STRUT TRUSS TO EDGEAN)S. .G.AT FIELD. TEMPLE-INLAND FOREST PRODUCTS CORP.- 8 TG-C 2'XB" ) (2)1 3/4'X912"LVL(1.9E) OP PLATES OF SHEARWALL METAL EDGE AND DRIP TOP OF GUTTER IS TOP OF GUTTER IS 12"BELOW TOP Of 12"BELOW TOP OF EXTENDED ROOF LIN5 1 MEN EXTENDED ROOF LIN FLOORICEILING ASSEMBLY-1 HR RATED BAKED ENAMEL GONT. 4"X12.TREATED VENTED SOFFIT 5/8"DC GYP BD L0 RAIN GUTTER W/DWN Bd COOLERS 7"O.0 1-ONE LAYER 5/e"TYPE'X'GYPSUM WALLBOARD OR GYPSUM 5 BEAM•SET ENDS 2"X BLOCKING R49 BLOWN INSL r SPOUTS$SPLASH BLK'S 4PLY 440 SOUNDBOARD BY VENEER BASE APPLIED AT RIGHTANGLEgg TTpp RESILIENT MOUNT GUTTER H SCREWS 2"X6"CONY.NAILASOTP ON 3/4"COX FURRING CHANNELS 12"O.C.WITH 1 1f4^TYPE S STEEL 4 IN WALLS 6d COOLERS 7"O.C. TO TOP PLATES W/ SUB FLOOR ON 9 1/2" SCREWS 8"O.C..GYPSUM BOARD END JOINTS ATTACHED 3 N WITH SCREWS B"O.C.TO ADDITIONAL PIECES OF CHANNEL 3/4"X3/4"TRIM TRUSS HANGER 2"X6"CONY.NAIL TO TOP PLATES W/i8d�12"O.C. r 1"X10"FASCIA ON i6d Q 12"O.C. TJI 110'S 16"O,C. 80"LONG LOCATED 3"BACK ON EITHER SIDE OF END JOINT 2"X6"SUB FASCIA NA ING'?0 gg O.C.et o EA SIDING SIDING ON'TYVEK'WRAP ON 7/16"OSB ON 2"X6"STUDS AT 18'O.C. PROF COMPOS17TRIM LME AND'IOWY FIELD 2- � 2"X2"CONY WIR-271NSUL INCLUDING 2"RIDGID BLOWN FOAM INSUL,AND 3" r;0 �2,D.F.2"X6"RAFTERS AT CHORD OF i 3A4 X91Y2ATJI 110D55 AT HO CNWITH 101N"ITCH m VENTED SOFFIT HIGH R INSUL BATT. ,+?`' 1p0611fC GI 24 O.C.AT 2 1 3/4"X912" VENTED SOFFIT NOTE:PROVIDE SOLID TYp 5 OR W SCREWS.W/MIN 1 BY41N.OR MIN 2 BY 10 1'4" FRAME COL.INTO (() BLOCKING AT PLYWOOD ROOF STRUCTURE 5/8"'X'GYP BD ON.004"VAPOR BARRIER.NAILING: � d N LVL USE"-IMPSON"HUS26 SOLID BLOCKINO.JOIST TO BE EFFECTIVELY FIRE BLOCKED Bd WALLBOARD NAILS AT 4"O.C.EDGE AND FIELD ,/ +' FACE MOUNT HANGER 2"X2"CONY JOINTS AT SECOND INACCORDANCE WITH APPLICABLE ICC CODES. v Y/B LSE' 1,-4" 1, —FLOOR ONLY -HEAR WALL WALL SHEATHING NAILING:Sd AT B"O.C.AT EDGE AND 12"AT FIELD. (il SIMPSON H2.5A EA R-19 SOUND INSL &GLASS FIBER OR MINERAL FIBER BATT OR LOOSE FILL q B"XB"COL. -SEE SCHEDULE -UNLESS NOTED OTHERWISE ON THE SHEAR WALL SCHEDULE. �•/-"' 6"RAFTER TO TbP INSULATION APPLIED DIRECTLY OVER GYPSUM BOARD. 1 PLATE -UNPAGED 5/S"XGYP BD ON SOUND 4-JOISTS SUPPORTING 15/32"PLYWOOD OR 7"6"OSB SUBFLOOR 4Tf OF\OP 0� sheet no: APPLIED AT RIGHTANGLES TOJDI8TWITH JOINTS STAGGERED. JO# 5 CHANELS AT 16'O.C. BAKED ENAMEL CONT. 5-FINISH FLOOR OF MIN 12"THICWHOMASOTE'FIBER BOARD RAIN GUTTER W/DWN SECTION SCALE: 12'•1'-0" SECTION 0 ALL JOINTS TO BE STAGGERED A MIN OF 1YWi H ADJACEN F SPOUTS$$PLASH BL'S SCALE: 12"=1'-0" SUB-FLOOR JOINTS. MOUNj"XIOT U TON2'/X8�ONT SECTIONS - 9Wj TYPICAL AT STAIR COVER-SEE ELEVATIONS A'12 A'� ELEVAT G FORLOCEROSEE AS SPEC. 12 y 41•0" 13'•7" 4'•0" 2 X6 yVOQD_$PACED DEfK __ DETAIL 4 ._. ON 2 X8 AT 16 0 C 11W/SIMSOT � DETAIL 3 -LUS JOIST HANGEREA END -- �_..... . ............. OWN LU M 2' FINISH X6" C°- SPACED COw DECKING - "' AT, IRS CTI N �■ LOOR EDGE OFT� - - -- - -- DEC 2"X6"JOISTAT L -- o -- 16"O.C.W/SIMSON #2 DF 6"X12"BEAM -------- __ LUS JOIST SUPPORTING DECK mzO) Lu HANGER EA END HANDRAIL DRAIL Na � _ 6"X6"COL M 4-4- 13'•7" 4'•0" IN WALL o o 1 1/2"DIA STEEL KANE RAIL `0 °° PLAN AT STAIR AND UPPER LANDING 1/2"=1'-0" ATTACH TO POST AND STAIR STRINGERAT EA END W/A 1/8"PLATE WITH 4 1/4"XT LAGS-POWDER COAT. ((16))EQ((6.672"+/*-)RISERS #2 DF 6"X12"STAIR fNCLUDING TOP AND AT N STRINGERS-TYP. LANDING FINISH FLOOR #2 D.F.6"X12"BEAM AT 6"X6"COL. #2 D.F.MPSO BEAM 6 6"X6"COL. USE'SIMPSON'HUCQ612-SDS iv USE'SIMPSON'HUCQ612•SDS yti HANGER-AT RIGHT SIDE BEAR ON HANGER-AT LEFT SIDE BEAR ON oo WALLITRIMMERS THICKEN SLAB 4"CONC TOP OF SLAB AT WALLITRIMMERS TO 8"AT BOTT SLAB C/L OF STAIR x� ` 4'4" 9' IT-10" OF STAIR L 4'-0„ N� a L__ J (14-11"TREADS+1'NOSING AND LANDING) I----J #2 D.F.6"X12"BEAM AT 6"X6"COLS. USE'SIMPSON'HUCQ612•SDS HANGERS EA.END SECTION AT STAIR AND LANDING 1/2"=1'-0" —. .—.—.—.—.—.—� .—.—.—.—. —.—. —.—.—.—.—.—.—.—.—. 5ti I 5/L d I A t I I I I I I 6"x6"COL ATTACH 1 1/2'STEEL PIPE TO STAIR SECTION BEAM T DECK WITH 43/4"X5" #2 D.F. BEAM. AT I #2 D.F.6" 12" I,WELD BOLT TO CENTER PLATE TO TOP TUBE LAGS AT TO STEEL PLATE 3"X3"X3 GA XX AND BOLT TO CENTER OF COL WI((1) WELDED TO PIPE WELDED WIRE I I STAIR STRINGiERS i UP —= 1/4"X5"LAG SCREW TO AND BOTTOM POWDER COAT 6"X6'COL.USE'SIMPSON HUC48 MAX -AT LEFT I I I I I I I 1 1/2"STEEL TUBE W/314"CHANNEL WELD WIRE TO INTERIOR BEAR�N W�LL I TRIMMERS I ! n WELDED TO IT WITH3"X3"X3Gq OF3\4"STEEL CHANNEL AND _—__ _._._ _,___ -_-_.i___.._ .--.�.— _1_.__L._.-_I_._.._._I- SEEBLD'G N n WELDED WIRE WELDED TO THE WELD TO 1 1/2"ST PIPE AND •— —• _—•___•—__•_ _ _ •—•—•— —• PLANS 9 G INTERIOR OF THE CHANNEL POWDER COAT. " _ TOP OF FIN FL B 6"X6"COLUMN FULL HEIGHT 3"X4"X118'PLATE WELDED TO BOTTOM ci _ _ TO ROOF BEAM. DO NOT N -- OF VERTICAL WITH(411/4"x4"LAGS INTO + BREAK COLUMN-TYP.OF(4) W�' F- BEAM AND 2"X4'PLATE UNDER DECK. z DX 2"X6'TRI ? 4'•6" 4!-0-- OF 9 TREAD M 2"X6'JOISTSAT -- ---- �USoJOIST/s'Ms " _ _ — _� PLAN AT STAIR AT FIRST FLOOR 112"=1'-0" -71 7n HANGER EA END O O � �^ 2X6 FLA L 6"X12"#2 DF BEAM 2"X6"JOIST 1"X6"TRI PRECAST CONC TREAT FULL HEIGHT 2"X6'JOIST AT 16 O.C.W/SIMSON O O O BOLTED TO STRINGER EA 6"X6"COLUMN -- LUS JOIST HANGER _ E(TYP) FULL HEIGHT O AT EACH END. 11 6"X6'POST WI#2 DF 6"'X12•' 6"X6"COLUMN 2"X6"SPACED DECKING BEAMSANDSTRINGERS 11" 23/4• B 23/4" #2D.F.6"X12" ��OV 12" A STRING R12" (1)518"DIA.LAG BOLT W/ STRINGER GUARDRAIL DETAIL �� ( &PLUUGR'MI I COUNTERSINK N.T.3. 4 DETAILATTOPOFSTAIR ! h 1 ci S2�RINGERTOFU L12 0 �O 6"X6"COLUMN=4" NTS `� HEIGHT6"X6"COLUMN = _ ° — -- _ Slx� V, I — — c� #2 D.F.6"X12" #2 D.F ERI 2" _ STRINGER - #2 D.F.6"X12" — v GENERAL NOTE: STRINGER - 4)5/8 DIA.T.B. M 1415/8"DIA.T.B. ALL RAILS,WWM,STEEL CONNECTIONS,BOLTS ETC SHALL BE POWDER COATED. "X6"To FULL - -- M -- - b 5XC6"TO FULL —' (1)SIMPSON HGA10 _ __ — - Z _— HEIGHT 6"X6"COL. CONTRACTOR TO SUBMIT A SHOP DRAWING OF ALL STAIRS,GUARDRAILS,AND STRINGER To P.T.PLATE M HEIGHT 6"X6"COL. -- — HANDRAILS TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. PT.2"X PLATE N v #2 D.F.6"X6"BOLTED v TO FULL HEIGHT ENGINEER OF RECORD TO APPROVE SHOP DRAWINGS BEFORE FABRICATION. TOP.FTG. COLUMN B 6) 2 3/4" #2 D.F.6"X6"BOLTED PRO d N A -z4 4) TO FULL HEIGHT 6"X6" 2 3/4" ((2)1/2"DIA.X7" '� DETAIL COLUMN SECTION B-B EMBEDA.B. SECTION A-A DETAIL gala i sheet no: 0 DETAIL AT TOP OF STAIR (A) DETAIL AT TOP OF STAIR oy OF\"STAIR STRINGER BOTTOM DETAIL N.T.S. NTS NTS w A 11 3" ROOM FINISH SCHEDULE WINDOW SCHEDULE 40 ROOM NAME FINISH FLOOR BASE WALL FINISH CEILING FINISH DOORS&TRIM REMARKS WINDOW MARK SIZE WINDOW TYPE REMARKS 1 DWELLING UNITS DWELLING UNITS ENTRY VINYL 5/8"X6'COMP.WOOD PAINTED GYP BD PAINTED GYP BD PAINTED A T-0"XT-0" HORIZONTAL SLIDING-VINYL U.3 MINIMUM DINING VINYL 516"XB"COMP,WOOD PAINTED GYP BD PAINTED GYP BD PAINTED B 4'-0"X5'-0" SINGLE HUNG-VINYL U..3 MINIMUM KITCHEN VINYL 5/876"COMP.WOOD PAINTED GYP BD PAINTED GYP BD PAINTED C V-675'4' SINGLE HUNG-VINYL U.3 MINIMUM LIVING ROOM VINYL 5/8"XT COMP.WOOD PAINTED GYP BD PAINTED GYP BD PAINTED D 4'-0"X5'-O" SINGLE HUNG-VINYL U.3 MINIMUM, EGRESS O HALL VINYL 5/876"COMP.WOOD PAINTED GYP BD PAINTED GYP BD PAINTED E 4'-0"X3'-6" SINGLE HUNG-VINYL U..3 MINIMUMt Ic BATH ROOMS VINYL 5/8"X6"COMP.WOOD PAINTED GYP BD PAINTED GYP BD PAINTED F T-0"XT-6" SINGLE HUNG-VINYL U..3 MINIMUM c BEDROOMS VINYL 5/8"X6"COMP.WOOD PAINTED GYP BD PAINTED GYP BD PAINTED G 7'-67T-O" HORIZONTAL SLIDING-VINYL U.3 MINIMUM INTERIOR STORAGE VINYL 51876"COMP.WOOD PAINTED GYP BD PAINTED GYP BD PAINTED H T-8"XV-8" FIXED-VINYL U.3 MINIMUM CLOSETS VINYL 518"X6"COMP.WOOD PAINTED GYP BD PAINTED GYP BD PAINTED COMMUNITY BUILDING n UTILITY VINYL 51876"COMP,WOOD PAINTED GYP BD PAINTED GYP BD PAINTED CA 51-0"X8'-0" SINGLE HUNG-VINYL U..3 MINIMUM TEMPERED .1 w CB 4'-0"X4'-6" SINGLE HUNG-VINYL U..3 MINIMUM w COMMUNITY BUILDING CC 6'-O"X4'-0" FIXED-STL WIRED!TEMPERED ENTRY VINYL 5/8"X6"COMP.WOOD PAINTED GYP BD PAINTED GYP BD PAINTED NOTE:PROVIDE SAFETY GLASS AT ALL SLIDING PATIO DOORS,STEELAND GLASS DOORS,AND WINDOWS CLOSE ENOUGH TO A DOOR TO BE REQUIRED BY CODE. OFFICE VINYL 5/8"X6"COMP.WOOD PAINTED GYP BD PAINTED GYP BD PAINTED EXERCISE RM VINYL 51876"COMP.WOOD PAINTED GYP BD PAINTED GYP BD PAINTED I� COMMUNITY LOUNGE VINYL 5/8"X6"COMP.WOOD PAINTED GYP BD PAINTED GYP BD PAINTED DOOR SCHEDULE INTERIOR STORAGE VINYL 5/6"X6"COMP.WOOD PAINTED GYP BD PAINTED GYP BD PAINTED MARK SIZE DOOR TYPE FRAME TYPE FINISH LABEL REMARKS BATH ROOMS VINYL 5/676"COMP.WOOD PAINTED GYP BD PAINTED GYP BD PAINTED DWELLING UNITS 6 LAUNDRY VINYL 5/6"X6"COMP,WOOD PAINTED GYP BD PAINTED GYP BD PAINTED 1 T-0%6-871 3/4" INSL.FIBERGLASS WOOD PAINT NA MECHANICAL/STORAGE SEALED CONC. 5/8"X6"COMP.WOOD PAINTED GYP BD PAINTED GYP BD PAINTED 2 6'-O"ATRIUM PATIO DR GL./FIBERGLASS WOOD PAINT NA 3 T-0"X6'-8"X1 3/4" INSL.FIBERGLASS WOOD PAINT NA 4 Z-10"XV-871 3/8' WOOD H/C WOOD PAINT NA SIDING SIDING 5 2'-10"X6'-8"Xl 3/8" WOOD H/C WOOD PAINT NA — SHEATHING-SEE SECTION SHEATHING-SEE SECTION INSULATION INSULATION 6 2'-10"X6'-8"X1 3/8" WOOD H/C WOOD PAINT NA GYP BD GYP BD GYP BD GYP BD WOOD WALL FRAMING WOOD WALL FRAMING-SEE 7 2'-10"X6'-8"X1 3/8" WOOD H/C WOOD PAINT NA WOOD WALL FRAMING WOOD WALL FRAMING SEE FRAMING PLAN FOR FRAMING PLAN FOR HEADERS SEE FRAMING PLAN FOR SEE FRAMING PLAN FOR HEADERS&FRAMING SIZE AND FRAMING SIZE. 8 PR-3'-0"X6'8"X1 1/8" WOOD H/C WOOD PAINT NA PR-3'-0"WIDE BI-FOLD HEADERS AND FRAMING SIZE HEADERS&FRAMING SIZE SHIM SPACE SHIM SPACE SLIDING-HUNG BARN DR TO MATCH CABINETS W/BARN SHIM SPACE GYP BD 3/4"FRAME W/1/2" 5/4"WOOD FRAME-INSL IN VOID 9 3'-0"X6'-8"X1 3/8" WOOD RIC WOOD PAINT NA DOOR GLIDE&18"VERT ROD PULL IN BRUSHED CHROME WINDOW FRAME-INSUL IN VOID MET CORNER STOP WOOD TRIM CAULK WOOD TRIM MET TRACK 1"X3"COMP.WOOD CAULK g GAGI FAASHING 10 V-6"X&-8"X3/4" WOOD WOOD MFG NA MFG CABINET DOOR TO MATCH CABINETS METAL EDGE HIM SPACE CASING WOOD CASING "PAINTED WOOD TRIM WOOD DOOR DOOR WITH 1 3/4"INSULATED CORE 11 PR-2'-6"X6'8"X1 1/8" WOOD H/C WOOD PAINT NA PR-2'-6"WIDE BI-PASS -GLUE TO TRACK WITH WEATHER STRIPPING AND VINYL EDGE THRESHOLD(1/2"HIGH THRESHOLD 12 2'-10"X8'-8"X1 3/8" WOOD H/C WOOD PAINT NA DOORS OR BI-FOLD MAX AT FIRST FLOOR ONLY) Q 13 PR-3'-O"X6'-8"X1 1/8" WOOD H/C WOOD PAINT NA PR-T-0"WIDE BI-PASS �l r SLIDING OR BI-FOLD DOOR HEAD SWINGING DOOR HEAD DETAIL WOOD FRAME SWINGING DOOR HEAD DETAIL-EXTERIOR 14 3'-0"X6'-8"X1 3/8" WOOD H/C WOOD PAINT NA • WINDOW HEAD DETAIL SCALE:1 1/2"=1'-0" SCALE:1 1/2"=1'-0" SCALE:1 1/2"=V-0" SCALE:1 1/2"=V-0" 15 3'-0"XB'-8"X1 3/8" WOOD WC WOOD PAINT NA SIDING SHEATHING-SEE SECTION 16 T-O"XV-871 3/8" WOOD RIC WOOD PAINT NA Y' O INSULATION PROVIDE FULL LAP AT CORNERS OF HEAD OF WINDOW tHEADERS X CLEAR WOOD SILL- GYP BD GYP BD17 3'•0"X6-8"X1 3/8" WOOD H/C WOOD PAINT NAAINTED WOOD WALL FRAMING-SEE WOOD WALL FRAMINGETAL EDGE FRAMING PLAN FOR HEADERS SEE FRAMING PLAN —3 18 V-6"XV-8"X314" WOOD WOOD PAINT NA MFG CABINET DOOR TO MATCH CABINETSCAULK AND FRAMING SIZEWOOD TRIM FOR HEADERSINDOW FRAME-INSUL IN VOID SHIM SPACE SHIM SPACE 8' MIN COMMUNITY BUILDING SIM SPACE STEEL FRAME-INSUL IN VOID 5/4"FRAM OOD WALL FRAMING CAUL WOOD TRIM LIEOF1 3'-0"X8'-0"X13/4" INSL.STL/GLASS WOOD PAINT NA PAIR-SWINGINGEE FRAMING PLAN FOR 6 GA GI FLASHING 1"X3"COMP.WOOD INSTALLED&FRAMING SIZE TEEL CASING CASING WINDOW 2 3'-0"X8'-0"X1 3/4' INSL.STL/GLASS WOOD PAINT NA GYP BD DOOR WITH 13/4"INSULATED CORE WOOD DOOR,13/4"SOLIDFRAMENSULATION WITH WEATHER STRIPPING AND CORE WITH SMOKE SEAL 3 3'-0"X8'-O"X1 3/4" INSL.STEEL WOOD PAINT NAHEATHING-SEE SECTION TMAXAT FIRST FLOOR ON Y)ESHOLD AND CLOSER I�IDING 4 8'-0"X7"-0"X1 3/4" INSL.ALUM. WOOD MFG NA OVERHEAD GARAGE DOOR 6^� M WINDOWSILL DETAIL STEEL FRAME-SWINGING DOOR HEAD DETAIL-EXTERIOR 20 MIN.-SWINGING DOOR HEAD DETAIL 5 T-0"XV-8"X1 3/8" WOOD H/C WOOD PAINT NA W60 Y W SCALE:1 1/2"=V-0" SCALE:1 112"=1'4" SCALE:1 1/2"=V-0" MIN DOOR,FRAME SEAL AND HARDWARE 6 T-0"X6'-8"X1 3/8" WOOD S/C WOOD PAINT 20 MIN TO BE RATEDASSO&LY 1 l V ;H 12"HIGH CONTINUOUS 7 3'-0"X6'-8"X1 3l8" WOOD H/C WOOD PAINT NA i� 26 GAGI FLASH CONT PROVIDE MIN.8"FLASHING 0 TO BOTTOM OF SLAB AROUND WINDOWS(TYR) 8 3'-O"X6'-8"X1 318" WOOD H/C WOOD PAINT NA CAULK AT THRESHOLD FLASH, COAT 26 GAGI DOOR FLASH,CAULKATCONC SIDING TYPICAL WINDOW FLASHING 9 3'-0"XB'-6"X13/8" WOOD H/C WOOD PAINT NA WALK SHEATHING N.T.S. u, 4"CONC SLAB-THICKEN NSULATION 10 3'-0"X6'-8"X1 3/4" WOOD WOOD PAINT 20 MIN 4"CONC SLAB-THICKEN TO 6"AT EDGE AND TIE GYP BD TO 6"AT EDGE SELF-ADHESIVE WINDOW FLASHING WRAP ■ EXPANSION JT TO FND WITH#4 17^XB" 2"X TREATED PL ON NOTE: ALL DOORS WITHOUT GLASS TO BE HORIZONTAL 5 PANEL THRESHOLD-MAX AT 12"O.C. SILL SEALER SEQUENCE OF FLASHING INSTALLATION: ALL DOOR CASINGS TO BE 1"(3/4")X 3"COMP. SLOPE MAX 2% HT 1/2" SLOPE MAX 2% WOOD BASE 1. INSTALL BEHIND WINDOW INSTALLATION FIN.(SILL FLASHING) FINISH FLOOR FINISH FLOOR ON CONC 2. INSTALL BEHIND WINDOW INSTALLATION FIN.(JAMB FLASHING) 3. INSTALL OVER WINDOW INSTALLATION FIN.(HEAD FLASHING) O CONS.FLOOR FL00 STRUCTURE SEE SECTION INSTALL TYVEK,TYPAR OR EQ.OVER THE FLASHING AND OVER Q M SEES CTION CAULK THE WINDOW FRAME. (NOTE:AIR INFILTRATION BARRIER IS NOT SHOWN FOR CLARITY.) N c a PRO EXPANSION JT +aa 4) 16 M d 16 GAGI FLASHING �solse .0. N COMP FILL COMP FILL AR 452 M L ° 9rF OF\°Pa Z NOTE: ro L00A eet no: ALLCONFTHEION MUST MENTOF WITH HOUSING AND SCHEDULES & DOORMINDOW DETAILS PART VI OF THE DEPARTMENT OFHOUSING AND URBAN DEVELOPMENT, EXTERIOR DOOR DETAIL AT THRESHOLD DETAIL OF FLASHING AT ENT.STOOPAND PATIO OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL SCALE:1 112"=V-0" SCALE:1 1/2"=l'-0" OPPORTUNITY-24 CFR CHAPTER I-FINAL FAIR HOUSING ACCESSIBILITY AS SPEC. -14 GUIDELINES DATED WED.MARCH 6,1991. y *1 30' 30- IT c 6 � L ' 11Y al- SPACER CORNER OPENTO pE \\ opwuL DINING ROOM DINING ROOM / \ TOT O OF M SX/ �— — — ® HOOdLITE EM.FAN / - \ / NEWACCEBbIBLE PL.IN. ppI PL.UM pL,UpMp,E KIT.SINK WALEVER CORNER PL.LAM. HOODILITE TOUN81T1BPPORT b _._._ eSPUSH 88OIA8H COIMTER 0 OUTLET TOP EOOE TOPE CONTROLS IL LIM,EDG OF WALL TOP EDGE KIT SINKw b TOP OE OE REROERATOR TOPSUPPORT TOP EDGE 88bLAS OAfiB.D1SP. &SMASH 1- ` ' 88,UBN oPI ourLEi ou°nET REFRIO DR 32-HI ® OR / / DR DR D OR M_COISRER ACCESMBLE \ y �yp 8 _ •- DR ��g \ / bU 0.T I��OM:pNG ESPECEI RANGE / c u �3ji�Fe '"DISH K•I�H',�1L'k T ATSLUMAER 2' IiI GORSIKI y�i �S 06 a �""+INAI.''' DR OPEN KNE SPACE WASHER qHC INK ROLLOUT b _ _ __ SAGE SASE b BISRROITIN� BASE P •+ 30' 3D' RDLLWT + REMOVA IS IIT BLE SHELVES 1'al- P END CABS PROVIDE REMOVABLE CABS 6PACFA 1" 1B fYt' M" M' JD' 11 3d 1Y1'+l- Pd11Y+1- Sit al- PANEL I^END BAR n PANEL Sd'N- 8.1 112"I. KITCHEN Cad 1.2&3 BDDRlM ACCESSIBLE UNITS SCALE:3/8"=V-0" KITCHEN CABINETS(a10 BEDROOM UNITS Q Cb PROVIDE 4"WIDE PULLS ALL DOORS SCALE:3/8"= V'� AND DRWS @ ACCESSIBIL UNITS. H C NOTES 38•BRPR �� 40 ND HOT WATERLINES ATTHEKITCHENETTSINKANDATTHE 9r B T `DIP �8.SHALL BE INSULATED. N 2.THE OPEN AREA UNDER THE KITH EN SINK THE LAVAND TOILET LAV.SHALL BE TREATED AS A FINISHED AREA-IT SHALL HAVE A FINISHED FLOOR, FLUSH VALVECN w,�' 7 ER 33' IY OPEN SIDE OF THE BASE,PAINTED WALLAND CABINET SIDES AS SHOWN. rOILET AT AL ti 1'+A ACCESSELE UNITS '■ SPACER N N 3.SEE PLAN FOR NEW SWITCHES AND OUTLETS LOCATIONS.KITCHEN b / \ / SWITCHESAND OUTLETSTO BE IN THE CABINET FRONT. ti G\ 4.SINK TO HAVE LEVER HANDLES AT CONTROLS. } 1'�' rr CORNER OPENTO 5.ALL CABINETS AND DRAWERS SHALL HAVE"U"SHAPED HARDWARE. T +e^ OF WALL pMNO ROOM \ / NEWEKT�pA \ / FRONT SIDEHOO .A 118x3N'SCREW TOILET GRAB BARS a 1.2&3 BDRM ACCESSIBLE UNITS MAIN BATH TOP EOMiE PL.LAM. IN�V.'ELOTE SCALE:318"=1'-0" PL.LAM. TOP EOOE KIT.SMK WI 886LASH GARB.DISP. 36^ h_' REFRIO b ® 18" N'X4'U10 TOP 8 DR OR OR / _ L_„_J DR BO T.INi08LOCWNG / \ RANGE / Vl DR GGRABB INGBAlk UP / \ / DR elDie� \ / \ / / w�R /� i\ STEEL SUPPORT DETAIL 3B• 2g•SWINO UP - \ / DR CONARRO 5'-0"CLR 38" N.T.S. enR RAe GRAB BARS Ar BASE z •a. 30' J W� FLVSH VALVE ON 7+11/Y+l- SPACER ,-,N- TOILETATALL OPEN 9DE OFTHE ,,��y 11r2"DIA CONTINUOUS CONTINUUOUS 18' b IA ACCESSIBLE UNITS 4VC ``tJ' F� 6, S OTRAB BAR S3 GRAB BAR SS GRAB BAR RS SHOWER FLOOR TO BE BA TILE ON BO THIN.SET } }M,,, BACKER BOARD-SLOPE KITCHEN CABINETS(a)1,2&3 BED ROOM UNITS RS MAX 3/4"TO DRAIN FRONT 210E SCALE:318"=1'-0" TOILET GRAB BARS A 2&3 BDRM ACCES518LE UNITS 2N0 BATH COLLAPSIBLEE CONTROL WALL BACK WALL SIDE WALL AOA ROLL OVER COLLAPSIBLE SCALE: WATER RETAINER WATER RETAINER 42- GRAB BAR CONTROL AND SHOWER AT SHOWER STALL N 18' SPACER rI LIGHT I / 47 f OF WALL + 121fY BEVEIB� DOE \\ // BPAYCER 11 MIRROR UGHT LIGHT M �q w TOP,EDMDE ----Y` N b3PLA3H LA `� la / \ BEVEYED OOE BEVELDEO EDO y RO MIRROR DR DR, q \ / 721YL' PL IAN. m PL UM. \IN \\ TBPUbH 89AUSH n EQM�1 DR J� .PENPKANEE b SMEIVI NC UV-INBUL. HC UV-INSUL. PAINT B o k �8 H.W.BDRAIN �J ,'v H.W.BDRAS '- SINGLE11' + OPEN KNEE $ $ M%l."PORTT B� } 77� MET.&UPPORT9 '3 5-SHELVES OR ARE4 0 Fg ®30'D.C.S & 8p 38'O.C.MAKB •� 3'd'N. da ®ENDS Yl k� 1p EN08 ROD&SHELF b dK SEE °� NE 5 "5 SEEI1c °� $I SCALE.318"=V-0" SHELVES(d STORAGE TYPICAL UNIT LAVATORY TYP.UNIT DESK tr t - ` NOTES NOTCH SCALE:18'�Vv FOR FOR M SCALE:3W=1'.O' &CAIE 918+1'd' 12 +• DOUBLE ROE) SURROUND p. 6URRIXIND r-r 1•+ IF 3'd"+l• rr .j. AAl1 TYR ACCESSIBLE UNIT DESK ROD&SHELF SCALE,3184,14• SCALE:are"=l'.T LAV(d2ND BATH(d 2&3 BDRM ACCESSIBLE UNITS LAV @ MAIN BATH 911.2&3 BDRM ACCESSIBLE UNITS ^Y M SCALE:V811W SCALE:are"-IW W W 0 N O N M �p FIR 0) NOTE: 37ARM ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER' � .a ` PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER 1-FINAL FAIR HOUSING ACCESSIBILITYGUIDELINES DATED WED.MARCH 8,1991. CABINETS sheE`t n0: GN AS SPEC. A-15 y ELECTRICAL SYMBOLS SCHEDULE LOADCENTER 1 B DESIGN FIXTURE WATTAGE SYMB. DESCRIPTION SYMB. DESCRIPTION VOLTS; L20/240 1 h.3W L0GAT10N 1)3edroont ---' SYMBOL DESCRIPTION WATTAGE TRIPLE STATION USeCHARGING PORT ___ _ FLUORESCENT LIGHT FIXTURE MAINS: 100AMFMLO Bottom 0 CE: meter Stack MOUNTING: Flush AI : 10K SMF STORAGE/MECHANICAL � DUPLEX OUTLET CL'G LIGHT FI%TIkRE SF EXTERIOR STORAGE USE.. USE � � �i PF PAno � DUPLEX OUTLET-2 WAY SWITCH � wuLucHrFIXTURE WL OUTSIDE FLOOD U WITH PHOTOCELL WP/GFI WEATHERPROOF DUPLEX OUTLET + GARBAGE DISPOSAL 1 15 AFCI SmokeAlmm Livin Roam .AFCI 1S- 3 2 :1 IS AFCI Bedroom Dining room :AFCI 15. 2 4 EF ENTRY GFI DUPLED(OU7LETWtGROUND FAULT WTHRUPTOR V❑- TELEVISION OUTLETWIPHONE CONNECTION 5 BUSSED SPACE Batfiroom 20 1 6 F3 F 2X4-2 LAMPHT FAN C R 220VRANGE OUTLET TELEPHONE OUTLET 7 1 20 AFCI Kitchen Util /HAIVWSter AFCI 20 1 8 KSF KITSINKFIXTURE SPECIAL CONNECTION W WALLTELEPHONE OUTLET 9 ) 20 AFCI Kitchen W AFCI 20 t 0 BTF BAR-TRACK FIXTURE 100 CFM EXHALST FAN = HOUSE ELECTRICAL PANEL 9 1 20 AFCI Dishwasher 30 :2 2 uF UTILITY t HALL 13 1 20 AFCI D'1S 14 DL DESK LIGHT D TIMER CONTROLLED 100 CF EXHAUST FAN 41 SINGLE POLE SWITCH IS 1 AFCI Microwave hood Pomace HACK 20 I I6 BRF BEDROOM BVF BATH VANITY O THERMOSTAT �3 THREE-WAY SWITCH 17 3 50 a Condensing Unit HP CR 2D 2 18 CLG FAN EXHAUST FAN 19 _ ?A CF CLOSET ® CARBON MONOXIDE DETECTOR S IONIZATION-TYPE SMOKE DETECTOR . .. ... - KL KEYLESS FIXTURE �■ 10V SMOKE DETECTOR•RESIDENTW LIGHT® EXIT if NOTES NOTE:ALL LIGHT FIXTURES TO BE LED. DSL OUTLET I.Provide anon.Iookab]e helxily block on smoke alarm Circuit breaker, ® !A NEMA'3R' FU 2-25A AC FUR UN 6/1BT0 14(i6) G FURN NE/2M2A''3K AC NEMA'31? 4 4 302 2-25A AC FURN UN gligro FURN &18 TO 4 (18,20) FURN 78120) FURN {-� LIVING/SLEEPING 4 1■ V 4 3 J j 3 V I V CUP 4 yy 3 ) I 3 B� I � 4 n\CLF 1 / 4 F t—_ JIM / 4, FAN ------------ b BVF / 1 v 1 r _ \ - YDryy I 1 3 LOAOCENTER1B [I I il9{L I 6 GFI 3 01pt 1 � i I �Gl UG✓FII ' � LOADCENTER IB OOI 3 11 8 J' 16 g l Y!(14) 3 1 8�' 16 8 WH 1214 6 0 2 /T 4 V 2 V 2 T' �F FUR w 13V DRY2 V T ><S�F FU WASH �18 6 Q G�814— 8 CON FAN ?\\__ __________________" I �_ 8 ( /CL / }} III U iCO0CFMTI ER /\CLF I \ .4f r--r � MICRO/FAN 2 i I `, \ / BTF ° e UGH"TIHOOD I --�,a L gF SWITCH TOP I -8_-LIE,% — 2 `41 I 8`8 8 - 1/20NLY I - BCCOONT OL ED g �/ DIN II i 11(13) 8 8 8 8 4m -42 Q \ OO �`.�'3WRCHTOP V ——_ _ _ LIVING V ——— \ L / — _--L-F3 G __ 12 ONLY 2 3 L3_ DL g / pl'g f F-- I cF1 D \ 1 I 2 \ Lei 3 � g LOADCENXER IA FIi2 r 2 �r j Fg r j 1 I �r I Fs 7 1 cF 1 FI WI. cL�c 10�- 1 MICROIFAN j MICROIFAN � GFl $I _T—\ �- ° UST/HOOD I } ° UGHTMOOD WL WITH PHOTO CELL TO 8 e g 10 CLF 1 /\ 1s I 1 15'�" SITE LOADCENTER B ( \ 4,, g(� O_•'2U— O° 11(18) I R 2 17(18) r— 1 gl 1 �O NN I�bw IGFI PF`� / \ lbw 1G11 40 4 V\L/ ,� j GFI TGFI 7 LB,4 //\CL.�F�,{I > \__"'-________ J G 9 TGFI 7 IM O WL S Gwp Fl r 4 S� STUDIO FLOOR PLAN 41 F \/ 1 \/ 4/ GFI gg \\L / �EF AREA:609 SO FT i ,a•� 4 BrIRY WL WITH PHOTO CELL TO 4 g 4 WL WITH PHOTO CELL TO 4�� i SITE LOADCENTER SITE LOADCENTER W r_________1A___________ IC GF4 $ �' i ___________________ - - LOADCENTER XA PF/ P9L� 4 �i I I 1 I 20/240,1ph,3W LOCATIO : 1 aW&oom Studio /I u sF ;I I100 AMP W Bottom SOURCE: Meta Stack 6 ric VOLTS; MAINS: MM MOUNTING: Plush AIC: 6K W I ----------- --———'—- F" '1 --- ——— ——— USE use WN 1 I I 24 I AFCI Kitchen Smoke Alarm APCI 1 15 11 2 C �N 3 11 20 AFCI Kitchen Living/Sleepinit AFCI 15 1 4 0 5 1 20 AFCI Dishwasher Dinin Rnorn AFCI 15 1 6 7 1 20 AFCI Disposal Bathroom 2 1 8 9 1 20 AFCI MYcroWave•hood S ch/WaterHeater AFCI 20 I 10 U) 1 BEDROOM FLOOR PLAN 11 2 50 a' Furnace HACR 20 1 a1 BEDROOM FLOOR PLAN - 0 6 UNIT BUILDING 7 -1 - 1 COM101110ing Unit HACR 20 2 14 1� AREA:702 SO FT AREA:702 SO FT 15I BUSSED SPACE - 16 ■`�J NOTES: NOTES ` 1. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT ELECTRICAL SHOP 1,Provide a non4ockable handle block on smoke alarm.Circuit breaker. / DRAWINGS SHOWING LIGHTING,OUTLETS,PANEL,SCHEDULES CIRCUITING,ETC.TO THE ARCHITECT FOR REVIEW PRIOR TO O CONSTRUCTION.THESE SHOP DRAWINGS SHALL SHOW ALL ITEMS r REQUIRED BY THESE CONTRACT DOCUMENTS AND THE CITY ELEC. O DEPARTMENT. N 2. THE SHOP DRAWINGS TO BE SEALED BYAN IDAHO LICENSED r ENGINEER. Q PIROF %ya (rl 01 S. PROVIDE MIN.4"DIA.GALVANIZED DUCT THRU ROOF W/SCREENED to GOOSENECK OR CAP FOR EA.EXHAUST FAN SHOWN ON ELEC.DRAWINGS. AR! 2 W NOTE: 'O L NOTE: ALL WIRING @ UNITS TO BE ADA1504 COMPLIANT. NOTE: Pao ALL OUTLETS TO BE ABOVE i6"OFF FINSHED FLOOR ALL SWITCHES PHONE ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER UNIT ELECTRICAL PLANS raw Dr i° .TACKS&ANVOTHERCENVIRONMENTCONTROLSTOREBElOW48'dFFFINISHED PART VI OF THEDEPARTA4ENTOFHOUSINGANDURBANDEVELOPMENT, M, o sheet no: FLOOR.OUTLETS&SWITCHESABOVE CABINETS TO BE 44"OFF FINISHED FLOOR OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL TO TOP OF OUTLET•UNLESS NOTED DIFFERENTLY.OUTLETS&SWITCHESAT OPPORTUNITY•24 CFR CHAPTERI-FINAL FAIR HOUSING ACCESSIBILITY SCALE:1/4"=V-0" KITCHEN TO BE MOUNTED ON FRONT FACE OF BASE CABINETS. GUIDELINES DATED WED.MARCH 6,1991. A-16 1C - _ y 3 g w 3 3 Cl) . BEDROON BEDRWM 3 BEDROOM 3 BRF 6 8 BRF _24 BRF 3 8 -� &18 TO V F17 V NEMA_j 3 ❑ BEDROOM 3 3012 2.25A AC 3 V FURN UNI O 3 - 8 _BRF 3 22(24) 3 V 6 6/18 TO FURN g - g AC 3 U @ATtl UNI 5 AN CL'G CL'G '"r; _ C3 FAN kL..C.T.3 C11. 2%' FAN 1 1 � ` 'Y9` J _LLJI NE 2-2RA FURN ' F SRF 22(24) BVF �}LOADCENTER3 --- 3 LOADCENTER �, BEDROOM GFI 6 7 `, � �7 ` /CLF \ /CLF \ CL' , � /\\ I //\ A13 L11 FAN_ � 7 3 3 12 HFJ., _ CL'G 3 3 12 HF 12 6/18 TO \// I \ C *7t112 _ FAN g�`\ -�t-2 ` / 7 \ CL'G FURN \ / i \ / _ C 40 - /\CLF 1 /\ @9TH FA AC �CL �)_i emu' 3 L. \ / T CT Cep, UNI �Y3___" BEDROOIN HJU �, 6 GFI C ___� ail HALL `6 GFI By __ _______ NEMA'3R' 1 1 �8 1818 f r� FURN V V 3 Ti1 FUR IWASH 220V V V 3 T s 1 11 I 20 4 1720V 1■ CL '8 R 1 2 2 DRY 2 2 WASH ,__--' V STORAGE - CONTROL ER 6 UITI -_-' Ti t CLC'G FAN 7 � �`.,_1 1 100CFM TIMER --- ------ 7 1, 7 1 ' 1 L COONTROLLED 2 2`. I HF , HF I 16(18) 1p OFG FAN " 2 V p T sP FUR WASH DRY +•42 12 12 --- SWITCH TOP 11 UF:' I ( 2 :'' 1 1720NLY0 • q 100CFM TIMER `'. V 2 , +42 12 12 2 ._____ _________ __ CONTROLLED __- 2``� \::. 1 1 CUG FAN in ON YroP 2 __ ur __ K \ SWITCH TOP ��; UF,% 12 DL 1 V 2 1/20NLY --- 12 '�----------------'_-_ WP 2 _ 12 GFI.as 1212LMNG vit 2 : 2 2 1 GFI \ 9T14— 1 MICRO/FAN ICROIFAN 13 \ ¢N /CLF7`j \ K fl 1 T ,,,,..,,.,I O 16 LIrG�H"TIHOOD FI 1} i I 18 LIGHT/HOOD1. il rFl �F3+11 \ Gf 11 I \ / %13 s'�-�Oc4 0 O 1+) j 2 -f \ ,' 731 U 0 ( ) 1l�pc \ — R V 2123 L___ R 21 23 DW GFI PF� /\ �15 DW 11 GFI 4w MICRO/FAN 11 _ - �/ I \�`�. 13 4 i 13 GFI Gfl 11 LIGHTMOOD 4 \ / GFI GFI it KSH ,KIIO}IEU R V 18 +;a" L — r� \ _ — 119_ L-___.-� O Q 21123 DNIND WL t3 WP \ / ' WL 13 WP /\ r15 GFI al EF GFI �)_--i 4 EF GFI PF� \ / DW 13 \� 4 �_ _- _- 13 GFI GFI 11 - 4 WL Wirth PHOTO CELLTO 4 DNINO 4 IENIEIf WL WITH PHOTO CELL TO r/ 4\ SITE LOADCENTER SITE LOADCENTER Q 1 CLF WL 4 GFI _________ ____________________ _________--r----=___________- r r + r L q�EF r_-__-____ _ GFI STORAGE _ < a ENTRY WL WITH PHOTOCELL TO 4 q - M SITE LOADCENTER PATIO {j}j- W - PF TSF --------- I, - __ Iii (■ENO r ��'c ,• IM� 2 BEDROOM FLOOR PLAN AREA:956 SQ FT V 2 BEDROOM FLOOR PLAN - ( 6 UNIT BUILDING (� 3 BEDROOM FLOOR PLAN AREA:956 SQ FT AREA:1,122 SQ FT �'9 LOADCENTER2 W VOLTS. 12W240,IA-,-3W - LOCATION: 2 Bedroom 0 MAINS: 100 AMP MLO Bottom: SOURCE: Meter Slack 11 LOADCENTER 3 MO UNITING, Flush AIC. 10K. C w NOTES: E O VOLTS; 120/240.IPh,3W LOCATION:. 3Bedroom U j USE USE v MAINS; 100 AMP MLO Bottom SOURCE; Meer Stack 1. THE CONTRACTOR WILL BE REQUIRED 70 SUBMIT ELECTRICAL SHOP 1 t 131. AFCI Smoke Alarm Living Room AFCI 1$ I 2 MOUNTING: Flush .. AIC: IOK DRAWINGS SHOWING LIGHTING,OUTLETS,PANEL,SCHEDULES 3 1 15 AFCt' Bedroom I - Dining room. AFCI 15 1 4 E•. ,..t p, CIRCUITING,ETC.TO THE ARCHITECT FOR REVIEW PRIOR TO USE USE CONSTRUCTION.THESE SHOP DRAWINGS SHALL SHOW ALL ITEMS 5 1 1 15-.- AFCI.I Bedroom 2 Bathroom#1 1 20 11 1 cuJ w 6 t� REQUIRED BY THESE CONTRACT DOCUMENTS AND THE CITY ELEC. 7 1. BUSSED SPACE Bathroom#2 20 1 B 1 11 15 1 AFCI I Smoke Alarm Living Room AFCI 1.5 1 1 2 DEPARTMENT 9 BUSSED SPACE -BUSSED SPACE 10 3 1 1 15 1 AFC1 I Bedrooml Dining room AFCI 15 1 1. 4 2. THE SHOP DRAWINGS TO BE SEALED BYAN IDAHO LICENSED 11 11 20. AFCI I Kitchen Utili /1'IaIVW4ter.Holder AFCI. 20 1 12 a� 5. 11 IS 1 AFCI I Bedroom2 Bathroom#( 20 1 1 G 1 ENGINEER. 13 t 20 AFCI 'Kitchen Washes AFCI 20 1 I4 7 1 1 15 AFCI I Bedroom 3: Bathroom#2 20 1 1 8 3. PROVIDE MINA'DNA.GALVANIZED DUCTiHRU ROOF WI SCREENED 15 1 20 AFCI - Dishwasher Dryer 30 2 16 9 BUSSED SPACE BUSSED SPACE 10. GOOSENECK OR CAP FOR EA EXHAUST FAN SHOWN ON 17 1 20 AFCI Diz osai - - t1i 11- 1.1 20 AFCI I Kitchen Utili /Aall/WatetHeater AFCI 20 1 12 ELEC.DRAWINGS. 19, ! 0 AFCI Microwave-hoed PurnaFe- HACR 20. 1 20 13 1 20 AFCI Kitchen Washer AFCI '20 .1 14 21 2 50 Ran a CondensingUnit HACK I20 2 22 15 1 20 AFCI Dishwasher Dryer 30 2 16 23 - - 24 N 17 1 20 AFCI Dis osal 18 NOTE: ALL WIRING @ UNITS TO BE ADA1504 COMPLIANT. l9 1 20 AFCI Miomwave-hood Furnace HACR 20 1 20 ALL OUTLETS TO BE ABOVE I6"OFF FINISHED FLOOR.ALLSWITCHES PHONE JACKS S ANY OTHER CENVIRONMENT CONTROLS TO BE BELOW 48"6FF FINISHED NOTES N 21 2 50 Ran Condensin Unit FACR .20 2 22 FLOOD,OUTLETS&SWITCHES ABOVE CABINETS TO BE 44"OFF FINISHED FLOOR I Provide:anon-lockable handle block-on Smoke alarm circuit breaker. r 23 - - 24 KTCHENTO EBEB MOUNTEDON FRONT FACOTED E OFNBASE CABINETS SWITCHES AT SS,C FROpFgp \,�@ ppLXItfCT Ol NOTESAols ( 1.Provide a non-lockable handle block on smoke alarm circuit breaker. NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER' 4 a° s L PART VI OF THE DEPARTMENT OF HOUSINGAND URBAN DEVELOPMENT, qTf OF t°F OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL UNIT ELECTRICAL PLANS T°�M,1101 sheet no: OPPORTUNITY-24 CFR CHAPTER 1-FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,1991. SCALE:1/4"=V-0" A-17 y 3 3 BEDROOM E BRF S O ROOM 6 3 6 BEDROOM J J 6118 TO iV FURN 3 8 0118TO 5 BRF 22(24) AC LOADCENTER3 BRF NEMA'3R' FURN / �m NEMA'3R' UNI 30I22.28AYy FRN UNI V FURN fq1 LINE OF 22(24) 3 E1 r i 0 6 4LO.CENTER 3 yBGFI \1� '7 NEMA3R'2.2' - ---- HF 5 I` 3FUR8118TO FAN C�3V 3 @EQB49EI7@LQBO T ALW All3 /CLF \\ -' G_FI I■ �y,q EEQHC9M CM HF),9P 8 OFI /CLF,\jHF 8"GFI I-/ \ \ 3 3 7 I \ t,-{ 7T"7 EALI E 3 In\ / 12 EAi}l CJ' \\I 3 tlALL �n CL'G - `•� 3 C _ 8 L i / ____ FAN / \ I/ 3 LOAOCENTERIB \ L / iq iq FAN FAN i 3 \ L / H8� 6 FAN r 2 V T 041,1, R'g�� V 7 2 H FI 14 V J r H 12 14 SSE p ,✓ 1DOCFMTIMER HF - - ( 20 - - -_-=- Imo'-"�� _ CONTROLLED V FUR W H V T 3 1 i FUR ACC. ,1,28 DUG FAN ma STORAGE 2 %'12 F P -7"� ` 12 1ODCFM TIMER STORAGE 2 µ1 12 {�} _____ ____________ T 8 T 4.flLLLY CONTROLLED -`Y} yl�Ll,� 1/20NLY Tg \SWITCH TO ` OF 8 2 2`\ r` __7_ CL'O FAN 2 �;;___ ____________ HF 1 100CFM TIMER B B 8 4LLIIY _ {,{},} �` CONTROLLED C TgF \�SWITCLHYTOP •__• 12 \SWITCH TOP ,A____ CUG FAN LLVfNG 8 ,- gRRY OF SF 112 ONLY+42 OF 12 22pV 12 _ 1Y 12 2 V 12 - A77 � LN'tl!i 712__,,GG__ 220 RY_ � 2 7 GFI 2 1 DL ) 2� 12�DL 1618) 2 4--___ WP WP 2 w 7 GFI 2; GFI 11 A E9L4 �i FI FI _ �`. 2 4=rr=rr 2 GFI - GFI PAi14 13 �a 1 PBIl4 \19 aka 1 1 , F3 l 7 07, 16 GFI -�r -} �`' - GFI GFI } � GFI \ K p ° KITCHENI S RANGE TO F3 11 71 OPEN F311 L__ WORK 1 OP N SWITCH TO r O ar SWITCH TO L-- RANGE HOOD / \ 9 HOOD IKR9HEN S RANGE HOOD ° W E r 2 CLF?\/� 0 V 171900D+54" _._.i (,I r O FANA.IGHT F� EIZCHEB FANtLIGHT PF`� \ x �'bW ( I ^' ° 2�2L1pV 19 HOOD+64" 0 1 ( HOOD+54' 4 GFI FI 7 • -�� 1 �._._� 21 3 irr i-�� I'1 �_..._� V 19 r- �..� MICRO 19 GFI 7 FI 2 ^CLF 6 (2 I /CUP I /� ;15 DW 21(23) / I \ M PF� I \ / '�G� PF \ f /- W FI I 'GFI wRo 1 17 \ / WL WP O a _ MicRo FI 13 GFI 4 GFI GFI 91 FI q EF <GFI A 8 8 \ / WL < GFI' \WP \\I / WL 13 WP 4 4 EHIBY EP \ WL WITH PHOTO CELL TO �\ �IMO DININ -� 4�EF .` GFI II SITE LOADCENTER W 4 ENTRY WL WITH PHOTO CELL TO 4 4 am WL WITH PHOTOCELL TO ----____-� N� SITE LOADCENTER __________________ �/Ay�1``■ SITE LOADCENTER _i z 'r_________ai u ` r ------------- --- ------- _ ==_=_r== 4 00 3 BEDROOM ACCESSIBLE FLOOR PLA 2 BEDROOM ACCESSIBLE FLOOR PLAN 1 BEDROOM ACCESSIBLE FLOOR PLAN O AREA:1,152 SQ FT AREA:967 SQ FT AREA:702 SQ FT rn V/ H.C.ELECTRICAL NOTES: 1. MOUNTING HEIGHTS FOR HANDICAPPED UNITS \ NOTES: SHALL BE AS FOLLOWS: 5 1. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT ELECTRICAL SHOP Qb 24" DRAWINGS SHOWING LIGHTING,OUTLETS,PANEL,SCHEDULES 48" CIRCUITING,ETC.TO THE ARCHITECT FOR REVIEW PRIOR TO 42" Iq CONSTRUCTION.THESE SHOP DRAWINGS SHALL SHOWALL ITEMS $ REQUIRED BY THESE CONTRACT DOCUMENTS AND THE CITY ELEC. QT 48" C DEPARTMENT. N 2. THE SHOP DRAWINGSTO BE SEALED BYAN IDAHO LICENSED -1mmor- 36"TO CL ENGINEER. 2. KITCHEN COUNTER RECEPTACLES AND SWITCHES 1`9 •p 3. PROVIDE MIN.4•DIA.GALVANIZED DUCT THRU ROOF W/SCREENED SHALL BE MOUNTED ON THE FACE OF THE BASE PROf GOOSENECK OR CAP FOR EA.EXHAUST FAN SHOWN ON CABINETAS SHOWN, g6� Qj ELEC.DRAWINGS. \.,,`4 ppC T °,f R > �BE 41 NOTE: ALLWIRING@UNITSTOBEADAI504COMPLIANI504COMPLIANT. ALOLCONSTRUCTIONMUSTCOMPLYWITHTHE'FEDERALREGISTER' I>IL452 ` ALL OUTLETS TO BE ABOVE 16"OFF FINISHED FLOOR.ALL SWITCHES PHONE PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, sheet no: FLOOt OUTLETSER CENVIESA ONE CONTROLS ON E LS TO BE BELOW 48"FFFNOOR UNIT ELECTRICAL PLANS lF OF 10p�o� OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL TO TOP OF OUTLET•UNLESS NOTED DIFFERENTLY OUTLETS$SWITCHESAT OPPORTUNITY-24 CFR CHAPTER 1-FINAL FAIR HOUSING ACCESSIBILITY SCALE;1/4"=1'-0" T0� W1�gc KITCHEN TO BE MOUNTED ON FRONT FACE OF RASE CABINETS. GUIDELINES DATED WED.MARCH 6,1991. 81I y NOTE: CONTRACTOR SHALL MEASURE EXACT DISTANCE OF DRYER NOTES: BUILDING WALL Ica VENT DUCT AND NUMBER OF 90°ELBOWS. 1.THE CONTRACTOR WILL BE REQUIRED TO SUBMIT HEATING SHOP CONTRACTOR SHALL PROVIDE A PERMANENT SIGN ON THE DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. THESE DRAWINGS SHALL INCLUDE SUPPLY,RETURN,&REGISTER WALL IN LAUNDRY CLOSET STATING THE FOLLOWING: LOCATIONS,SIZES,AS WELL AS FURN,AC.,&COMPRESSER SIZES &LOCATIONS.THESE SHOP DRAWINGS SHALL INCLUDE ALL ITEMS REQ'D.BY THESE CONTRACT DOCUMENTS AND THE CITY HEATING DEPT. 2.THE SHOP DRAWINGS SHALL BE SEALED BY AN IDAHO LICENSED ENGINEER. DUCT FROM DRYER CONNECTION 3.PROVIDE COMBUSTION AIR TO FURN.&W.H.AS REQ'D. O 4"BALUM DUCT SLEEVE 4.FIRST FLOORAND @ A BE RUN CRAWL ON THE SPACE D FLOOR. t Ic THRU WALL ■D DRYER VENT DETAIL t� n H Ew ,_ 03 4"DIA DRYER 4"CIA DRYER VENT W/WALL AC VENT W/DAMPE WALL AC DAMPER UNI UNI 125 CFM 6X8 CD AC 6" EXHAUST FAN W/BEDROOM UNI C.F4"DIA DUCT UP TO ROOF CAP 125 CFM @BTII EXHAUST FAN W/4"DIA 16XB CD SXB WD r DUCT TTI WARL DAMPER EEQS40m 6. 'A 50 CFA 8"0 FRESH AIR DWN FROM AIRq 6X8WD ROOF&TO RREfDURN AIIR M(� �' FURN AS REQ'D BY CODFURN AS REQ'D BY CODES3"0 FLUE& 3"0 FLUE& WASH COMBUSTION COMBUSTION RETURN AIR GRILL AIRTHRU ROOF RETURN AIR GRILL AIR THRU ROOF 8TOBA9E 2 N.FRONT 100 CFM TIMER rill, WALLL FACEONT 100 CFM TIMER WALL FACE CONTROLLED CONTROLLED UTIU 6 UP TO ROOF"CD,AP T LIY1NSl llILLlrL EXT FAN RR DUCT THRU FURR OWN TO 150 CFM WALL CAP W/DAMPER. 10X8 WD „g / 50 CFM 50 CFM 8X8 CD 125 CFM 100 CFM 6X6 DID r AREA OF HVAC --- 6X6 CD S„ FURR DOWN F-- 100 CFM 6" 8X8 WD F '/ 6' 6X6 CD 8X8 CD r plydg 6"0 RANGE HOOD N " " -- EXT FAN-VENT *0 UPTOROOFCAP V 290 1 — e" 6"0 RANGE HOOD I• XITCHEN �o KITCHEN O UP TO ROOF CAP 100 CFM AC COMPRESsoR "� EXTFAN-VENT _ OC 6X6 CD Ir or SOCFM Ir 6" FUR QREM4 J L- 1 J 8X8 C 8"D ` l� E� STORIMECH 6"O FRESH AIR OWN FROM m 6"DIA.RANGE HOOD 8" DANIPERTW/WALL 8 OD FURN ASREaDDBYCOD 9� ENTRY L ---- " 3"OFLUE& .O -t___________________ COMBUSTION r_________ ___________________ AIRTHRU ROOF O I N r--------- EXHAUST FAN W/4"DIA $79BSSiE iu _`__- _____+= DUCTUPTO ROOF �I STUDIO FLOOR PLAN 0 , III ——— AREA:509 SO FT r) FURNACE- UCQBR AIR HANDLER AS MFG.BY THE'FIRST CO. 10,000 BTUH MIN.OUTPUT AIR COND- 1 TON 12,000 BTUH MIN.OUTPUT ■ 1 BEDROOM FLOOR PLAN TYPICAL OF 2ND FL UNITS 1 BEDROOM FLOOR PLAN - (d 6 UNIT BUILDING &TYPICAL OF ALL 1ST FL UNITS AREA:702 SO FT AREA:702 SO FT FURNACE- UCQBR AIR HANDLER AS MFG.BY THE'FIRST CO.' 15,000 BTUH MIN.OUTPUT N FURNACE- UCQBR AIR HANDLER AS MFG.BY THE'FIRST CO.' AIR COND- 1.5 TON 18,000 BTUH MIN.OUTPUT 13,000 BTUH MIN.OUTPUT AIR COND- 1.5 TON 18,000 BTUH MIN.OUTPUT ALL VENTS TO BE SMOOTH MTL. OR PVC TYPE DUCTS 0) 0a PROP di YI NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE TEDERAL REGISTER' AFt 462 PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, UNIT HVAC PLANS 3 sheet no: OPPORTUNITHYE 24 CFRACHAPTER I-FINAL FAIR HOUSINGACCESSIBILITY BP 1�sot SCALE:114"=1'-0" op GUIDELINES DATED WED.MARCH 8,1991. . y 5/8"'X'GYP BD. c DUCTWt DAMPER-/ yg^•X GYP.BD. iO VOIST SPACE ) W ALLSIDES) SON= E Sim DUCT IN PROTECTED Ac / JOIST SPACE DETAIL NSs. t UNI / O EXHAUST FAN W! F PRO DUCT IN BATH �m 8 IID�S5 M PROTECTED O *- 50 CFM BXB WD SPACE OUT TO WALL DAMPER 8X6 WD 50 CF J 8X8 EXHAUST CI-'G FAN DAMP A DUCT IN PURR DWN&OUT TO WALL 125 CFM T150 CFM � O 8X6 CD 6X6 co 8" 50 CFM g^ 8" 8X6 WD 40 50 CFM 99IM EXHAUST FAN W/4"DIA 6^ BEDROOM 125 CFM 8X6 WD BEDROOM 125 CFM EXHAUST FAN W/4"DIA gXg WD DUCT IN PURR DWN$ BXB WD DUCT IN PURR DWN& 125 CFM - OUTTO WALL DAMPER BEDROOM OUTTO WALL DAMPER BXB CD UNI 6"0 FRESH AIR DWN FROM '■ 1" 6"0 FRESH AIR DWN FROM 8" ROOF&TO RETURN AIR @ AC FURN A TO S RE RETURN Y COD EXHAUST FAN W/ FURN AS REQ'D 8Y CODES UNI ROODUCT UP TO 3"O FLUE& ROOF CAP COMBUSTION 3"0 FLUE& RETURN AIR GRILL AIR THRU ROOF 50 CFM COMBUSTION @E 2 FURN.FRONT @ BXB CD RETURN FRONT LL AIRTHRU ROOF AC WALL FACE 2 FURN.FRONT Q UNI y�]y 8"WALL FACE Sf3161L 150 CFM I STORAGE 100 CFM TIMER 10X8 WD 50CFM CONTROLLED BXB WD C�� ———— R J LMNG 1OX6 WD SX6 WD 100 CFM TIME EXTFANLLE DUCT Ls - CONTROLLE 150 CFM 50 CFM D V�,!! Am THRU FURR DWN TO EXi FAN W/4"DUCT AREA OF HVAC — WALL CAP W/DAMPER THRU FURR DWN TO FURRDOWN EXHAUST FAN W/ AREA OF HVAC — WALL CAP PURR OAMPER --- --- 125 CFM EX AUST FAN TO FURR DOWN 6X6 CD ROOF CAP �Jp 50 CIF I 150 CFM F EXHAUST FAN W/ F—— BXB CDtoXB WD \ 50CFM 4"DIA DUCT UP TO _ 150 0X6 WD \\ \` g^ 6X6 CD - ROOF CAP P �-- �— B�FRESH AIR DWN �- - �C'DM I _� FROM Ala(&°RN 6 EXHAUST FAN W/ �° IOTCHEN AS REQ'D BYLODES50 CFM 4"DIA DUCT UP TOL9IS�lEd O 6X8 CD ROOF CAP ( tlALL r— @EQRM 6" BAitl r DRY 3"0 FLUE$ 6"0 FRESH AIR DWN RETURN AIR GRILL FROM ROOF&TO STORAGE 2 FURN.FRONT WASH AIRTHRU ROOF _ �_J RETURNAIR@@FURN DINING WALRN.FR 100 CFM TIMER AS REQ'D BYL'ODES 6.. CONTROLLED ■ MNIN6 HALL 4"DIA DRYER EXT FAN W/4"DUCT a 1 4^DIA DRYER VENT W/WALL 9I161IY UP TO ROOF CAP VENT W/WALL DAMPER DAMPER R 3"O FLUE ENTRY 6"DIA.RANGE �� 5X6 CD M 6-DIA.RANGE WASH 50 CFM DRY THRU ROOF HOOD FAN VENT LWZ HOD FAN VENT RETURN AI GRILL I W/WALLDAMPER 100 CFM W/WALLDAMPER 2 FURN.FRONT 100 CFM TIMER u _ —— ——— WALLFACEI CONTROLLED r--------- -=================== BXB CD ___________ EXT FAN W/4"DUCT — " I_________ n 'i S GAF I 6 UP TO ROOF CAP _____________________ I^ I_________ I IQINIY 1; _ 50 CFM PATIO ii AO i BXB CD li 125 CFM _ 6"0 RANGE HOD nW n �,CD ——— !L—__________________F=�_a__=__ _ _ t— _—�_ $ — UP TO ROOF CAP r EXT FAN-VENT B. NITCNEN O y 1. _ 6"0 RANGE HOOD r CFM 6" O O MM EXT FAN-VENT BXB CD UP TO ROOF CA I ' Intl 0 2 BEDROOM FLOOR PLAN - (a)6 UNIT BLD'G &TYP.OF ALL 1ST FL UNITS DINING ■• AREA:956 SQ FT 4"DIA DRYER 71,9 3 BEDROOM FLOOR PLAN •TYPICAL OF 1ST FL UNITS LJ 6" 010 t00 CFM 6 DAMPERWALL f•11 AREA:1,122 SQ FT r 100 CFM EBIBY O FURNACE- UCQBR AIR HANDLER AS MFG.BY THE'FIRST CO.' 100C 6X6 CD 18,000 BTUH MIN.OUTPUT �H FURNACE- UCQBR AIR HANDLER AS MFG.BY THE'FIRST CO,' AIR COND- 2 TON 24,000 BTUH MIN.OUTPUT 22,000 BTUH MIN.OUTPUT 2WIN ---_ xl AIR COND- 2 TON 24,000 BTUH MIN.OUTPUT 4"DIA DRYER O " DMPERWALL 8 A 125 CFM 8X6 CD EHfRY l/J^) MMMM� I 2 BEDROOM FLOOR PLAN •TYPICAL OF 2ND FL UNITS Ll AREA:956 SQ FT a o G� / ,I - �/r/�<G l�d� FURNACE- UCQBR AIR HANDLER AS MFG.BY THE'FIRST CO. N ALL VENTS TO BE SMOOTH MTL. ! " 20,000 BTUH MIN.OUTPUT OR PVC TYPE DUCTS AIR COND- 2 TON 24,000 BTUH MIN.OUTPUT 3 BEDROOM FLOOR PLAN •TYPICAL OF 2ND FL UNITS PROF A AREA:1,122 SQ FT NOTE: \e g r rO A >0 FURNACE- UCQBR AIR HANDLER AS MFG.BY THE'FIRST CO.' ALL CONSTRUCTION MUST COMPLY WITH THETEDERAL REGISTER' D y 24,000 BTUH MIN.OUTPUT PARTVI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, UNIT HVAC PLANS AIRCOND- 2.5TON 30,000 BTUH MIN.OUTPUT OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSINGAND EQUAL R452 sheet no: OPPORTUNITY-24 CFR CHAPTER 1-FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,1991. SCALE:1/4"=1'-0" ��GP Oq M.W1�g 20 y 4� E -- o BDRGOM t r 125 BEDROOM 8X8 WD �■ UNI ———— UN LINE OF FLABOVE � D 88X8WD ——— --—— 50 CFM I\ 8112(5 WFD AC >' 8X8 WD 50 CFM UNI EXHAUST WALL FA SX6 WD 4 W/4"DIA DUCT UP THRU ROOF CAP — I / EXHAUST WALL FAN W/4"DIADUCT IN FURR OWN$OUT TO WALL r77 - JC7F DAMPER BECRO(M125 CFM 6" BATE 8X6 WD EXHAUST FAN W/4"DIA �� BXB FMDUCT IN FURR DWN& DUTTI WALL DAMPER 50 CFM125 CFM BXB WO EXHAUST FAN OW DIA EXHAUST FAN OW DIA BXB WD DUCT IN FURR DWN& 125 CFM �N DUCT IN FURR DWN& 0 FRESH AIR DWN FROM OUTTOWALLDAMPER OUT TO WALL DAMPER OF&TO RETURN AIRgX8 WD RN AS REQ'D BY CODA i 6"0 FRESH AIR OWN FROM 8"O FRESH AIR OWN FROM 1 3"OFLUE& ROOF&TO RETURN AIR @ ROOF&TO RETURN AIR(r1? / COMBUSTION Q'FURN AS RED BY COD ES FURN AS REQ'D BY COD RETURN AIR GRILL / AIR THRU ROOF 3"0 FLUE& $TQ�Q�, 2 FURN.FRONT @ 100 CFM TIMER —— COMBUSTION —— CO FLUE& WALL FACE CONTROLLED COMBUSTION AIR THRU ROOF AIRTHRU ROOF YIIu EXT FAN W/4"DUCT RETURN Al. GRILL RETURN AIR GRILL 50 CFM THRU FURRDWNTO STORAGE 2 FURN.FRONT @ 57Q$A 2 FURN.FRONT @ 10X8 WD 8 WD WALL CAP W/DAMPER WALL FACE P WALL FACE UTILITY _ 50 CFM UTILITY 150 CFM 8X8 WD 150 CFM 50 CFM 10X8 WD 100 CFM TIMER 1OX6 WD B WD 100 CFM TIMER LOONS DRY CONTROLLED CONTROLLED AREA OF HVAC ,y -- EXT FAN W/4'DUCT / EXT FAN W/4"DUCT FURR DOWN j THRU FURR DWN TO THRU FURR OWN TO I 1l1�l4 WALL CAP WIDAMPER DRY WALL CAP WIDAMPER AREA OF HVAC —— AREA OF HVAC 125 CFM FURR DOWN I FURR DOWN I BXB WD 4------ Em 150 OX6 WD ------ 1OX6 WD �-- KITCHEN 6 I I I I I� KII9tlEtl I I I KLi4�N � I I� o o J QINING 4 MIPDER RW�L 6°DIA.RANGE HOOD p FAN VENT WNJALL N NO DAMPER *Y 4"DIA DRYER 6"DIA.RANGE HOOD 4"DIA DRYER 6"DIA.RANGE HOOD I■0 VENT W/WALL FAN VENT WANALL VENT W/WALL FAN VENT W/WALL � DAMPER DAMPER DINING DAMPER DAMPER M W i ENTRY f -`_ 91. i_- I. I= _ _- J10, _ v N C 0� 3 BEDROOM ACCESSIBLE FLOOR PLA 2 BEDROOM ACCESSIBLE FLOOR LAN 1 BEDROOM ACCESSIBLE FLOOR PLAN O AREA:1,152 SQ FT AREA:967 SQ FT AREA:702 SQ FT FURNACE- UCQBR AIR HANDLER AS MFG.BY THE TIRST CO.' FURNACE- UCQBR AIR HANDLER AS MFG.BY THE'FIRST CO.' FURNACE- UCQBR AIR HANDLER AS MFG.BY THE TIRST CO.' 22,000 BTUH MIN.OUTPUT 18,000 BTUH MIN.OUTPUT 13,000 BTUH MIN.OUTPUT AIR COND- 2 TON 24,000 BTUH MIN.OUTPUT AIR COND- 2 TON 24,000 BTUH MIN.OUTPUT AIR COND- 1.5 TON 18,000 BTUH MIN.OUTPUT N O N ALL VENTS TO BE SMOOTH MTL. 1,p PR M p OR PVC TYPE DUCTS ��+5 p N °l oy9f N B01327 NOTE: v "1 452 O ALL CONSTRUCTION MUST COM PLY WITH TH ETEDE RAL REGISTER' rf OF 1�pa°l sheet no: PART A OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, UNIT HVAC PLANS r a° OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER 1-FINAL FAIR HOUSING ACCESSIBILITY SCALE:V4"=V-0" � /� GUIDELINES DATED WED.MARCH 6,1991. .1 PLUMBING GENERAL NOTES GAS PIPING NOTES FIXTURE UNITS CALCULATION PLUMBING FIXTURE LIST 3-BDRM UNIT$3 BDRM ACCESSIBLE UNIT, STUDIO UNIT 1. ALLHOSE BIBBS(P-11)ARE 314'WITH VACUUM BREAKER COMPLETE WITH LOOSE 1 82•BDRM UNIT 82 BDRMACCESSIBLE UNIT 1 WATER CLOSET 1X2.5=2.5 F.U. KEYHANDLES. . GAS PIPING SHALL BE SCHEDULE 40 GALVANIZED STEEL FOR PIPE SET OUTSIDE SPACE OR ON ROOF WITH MALLEABLE IRON SCREWED FITTINGS (2 WATERC LOSET 2 X1..5=5 F.U. 1 LAVHTUBIS 1 X 1..0 1 F.U. P-1(�TYPICAL STUDIO 1,2 83 BDRM UNRS) 2. ALL FIXTURES SHALL HAVE SHUT-OFF VALVES. FORALL GAS PIPING 1.1n^AND SMALLER.GAS LINES 2"AND LARGER (((2LAVORTORY 2X1.0=2 F.U. 1BATHTUBISHOWER iX4.0=4 F.U. WATER CLOSET-LOW cWUMPTION,VITREOUS CHINA,FLOOR MOUNTED,FLOOR OUTLET, ANDALL BURIED PIPING USE WELDED FITTINGS.USE FLANGES ON PIPING (2�BATHTUB/SHOWER 2 X4.0.8 F.U. 1 KITCHEN SINK 1 X 1.5=1.5 F.U. 14'HIGH 3. SLOPEALL4"SEWER LINESAND LARGERAT I%. 2"AND LARGERAND UNIONS ON PIPING 1.117 OR SMALLER. (l(((((l(l(1i11111)lllll)WASHER IX4.0.4 F.U. TOTAL•9 F.U. ROUND BOWL.PROVIDE SOLID PLASTIC SEAT.FLOW=I.3 GPF. SLOPEALL 3"SEWER LINES AND SMALLERAT 2%. 1 KITCHEN SINK 1X1.5-1.5 F.U. P-2 TYPICAL STUDI01,2838DRM UNITS 2. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL FOR PIPE SET INSIDE TOTAL 20.5 F.U. 4. EACH CLEANAOUT SHALL BE READILYACCESSIBLEAND SO LOCATED A3 TO SERVE ITS THE SPACE OR IN CEILING SPACE WITH MALLEABLE IRON SCREWED CLUBHOUSE LAV RY-COUNTERTbP LAVATORY BOWL OMPLETE WITH FAUCETAND SUPPLY.SINGLE INTENDED PURPOSE, FITTINGS FORALL GAS PIPING 1.1n-AND SMALLER.GAS LINES 2"AND 1-BDRM UNIT 81 BDRM ACCESSIBLE UNIT WATER CLOSET 2X 2.5=5 F.U. LEVER FAUCET POP-UPAND P-TRAP.FLOW-1.0 GPM. LARGERAND ALL BURIED PIPING USE WELDED FITTINGS.USE FLANGES 2 LAVORTDRY2X1.0=2 F.U.5. WATER PIPING SHALL BE AS REQUIRED BY CITY. OR PIPING Z AND LARGERAND UNIONS ON PIPING 1.1/2"OR SMALLER. WATER CLOSET 11 X 2.5=2.5 F.U. 3 WASHERS 3 X4.0=12 F.U. (SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS). LATHTUB/Y 1 X 1.0=1 F.U. 121 fjKITCHEN SINK 1 X 1.5.1.5 F.U. P-3 TYPICAL STUDIO 1 2$3 BDRM UNITS6. ALL SURFACE CLEANOUTS SHALL EXTEND TO GRADE. 3. GAS PIPING BELOW GRADE SHALL BE POLYETHYLENE BURIED 18"BELOW 1 BATHTUBISHOWER 1X4.0=4 F.U. i)LAUNDRY SINK 1 X 1.6-1.6 F.U. BATHTUB/SHOWER-AC�D�RESISTANT PORCRAIN ON STEEL BASIN COMPLETE WITH PRESSURE- GRADE WITH I8 GAUGE COPPER TRACER WIRE RISE TO 9'ABOVE GRADE Ill1 WASHER IX4.0=4 F.U. 2HOSE BIBS 2X2.5=5 F.U. BALANCING VALVE,WASTE DRAIN,OVERFLOW,TUB FILLER,AND SHOWER HEAD FLOW-1.75 7. COORDINATE WITH MECHANICAL CONTRACTOR TERMINATION OFALLA/C UNITS CONDENSATE TERMINATED TENCH ENA PPR VED ANODELE§S STEEL RISERAND 1 KITCHEN SINK T 1 X 1.5.1.513 F.U. TOTAL=27 F.U. GPM. DRAIN. (SE�ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS). 4. ALL GAS PIPING UNDERASPHALT OR CONCRETE PAVINGADJOINING 1 8. INSULATE ALL HOT WATER LINES WITH 1n"THICKARMAFLEX INSULATION. BUILDINGS MUST BE SLEEVE IN AGAS-TIGHT VENTED PIPE. KITNN��S�INK STAINLM STEEBDRM DOUBLE COMPARTMENT SINK,22"X 33",20 GA.STAINLESS BUILDING#4.813 9. AND FE ANDV NT PIPING SHALL BE SCHEDULE 401APMO APPROVED ABS OR PVC PIPE S. GAS PIPING SHALL BE SUPPORTED AS FOLLOWS: ((((1 9 gpRMACN NIT 3IX113_13FU. �2�HOSE BIBS1T9 2X25= 5FU. COMPAEOW SINGLIE LEVER FAUCET STRAINER BASKET,AIR-GAP FOR DISHWASHER A.1/2"PIPET SUPPORT�B FEETINTERVALS. (2 HOSE BIBS 2X2.5- 5FU. TOTAL=87 F.U. CONNECTION AND GARBAGE DISP08AL(1/3 HP). B.3(4"OR 1'PIPE SUP RT 8 FEET INTERVALS. 10.POTABLE WATER TYPE"L"COPPER BELOW SLAB TYPE"M"ABOVE GRADE.IAPMOAPPROVED C.1.1/4"PIPE,SUPPORT(31 EET INTERVALS. TOTAL-67 F.U. BUILDING#5$8 ACCORDANCE WITH IAPMO INSTAL AITION STANDARDSLINES,OUTSIDE STRUCTURE,IN B(())U)ILDING#2 810 ((((4))))2-BDRM UNITS 4 X 20.5=82 F.U. HANDICAP§ED WATER OLOSETIB LOUNITS CONSUMPTION VITREOUS CHINA,FLOOR MOUNTED,1W 11.PROVIDE ACOUSTIC ISOLATION DEVICES ON ALL PIPING. (2 STUDBIBS ITS 4X2X9 10FU. l4)HOSE BIBS IT TOTAL- 1O FU.ZX HIGH ONGTED BOWL.WITH GRAB BARS.PROVIDE WITH OPEN FRONT PLASTIC SEAT,FLOW TOTAL=80 F.U. BUILDING#7.S.9.811 FOR H CONTROLS SHALL BE AT THE SIDE OF THE TANK FACING THE WIDE ARE REQUIRED BUILDING#3 ((4))3-BDRM UNITS 4X20.5-82 F.U. HANDICAPPED.FLUSH CONTROLS SHALL BERATED FOR A MAXIMUM ACTIVATION FORCE OF ((((3 2-SDRMACC 3X20.5=81.5 F.U. (2)H03E BIBS OTAL= SFU. A (2�HOSE BIBBC.UNIT S 5 F.U. TOTAL=87 F.U. (SE BUILDING#12 (SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS). IA TOTAL=87 F.U. (33•BDRM UNITS 3X20.5=81.5 F.U. P-8( 12,$3 BDRM ACCESSIBLE UNITS B CLUBHOUSE Yr (((13-BDRM ACC.UNIT iX 20.5=20.5 F.U. LAVA WCOUNTERTOP LAVATORY BOWL COMPLETE V�ITH ADMA.N.3.1.RATED SINGLE LEVER (2 HOSE BIBS 2X2.5= 5F.U. FAUCET,POP-UPAND P-TRAP.FLOW-1.0 GPM. TOTAL=87 F.U. (SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS). BA 1 2,$3 BDRMACCESSIBLE UNITS BATpUld/SHOWER-ADAAPPROVED ACID'RE313TANT PORCELAIN ON STEEL BASIN COMPLETE WITH VALVE,WASTE DRAIN,OVERFLOW,SEAT,TUB FILLER,AND HAND-HELD SHOWER EAD FLOW=1.75 GPM).(SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS). KITCWEN21INK STAINLESS STEEL DOUBLE COMPARTMENT SINK,ADA APPROVED STAINLESS STEEL(FLOW=1.5 GPM WITH OFFSET DRAIN Hd E FOR UNDER COUNTER CLEARANCE.COMPLETE WITH ADA SINGLE LEVER FAUCET(WRIST HANDLES),STRAINER AIR-GAP FOR DISHWASHER CONNECTION AND 3 GARBAGEE DISPOSALOSAL(1(113 HP). -B (('BALL STUDIO 1 2,$3 BDRM UNITS) •SEE ALLSPECIF CAIO1 3'COTG P-10 GENERAL WAS ER BOX WIFAUCETS CONNECTIONS AND DRAIN HOLE.PROVIDE TWO-HOLE DRAIN FOR UNITS WITH 3"WASTE A/C CONDENSATE PIPE ROUTED TO WASHER(PLASTIC IN NONRATED WALLS,METAL IN RATED FROM FL WALLS). P 3 3 ABOVE 3"WASTE FR (GENERAL) 1 i/2" p•3 1 12 BELOW FROST PROOF 03E BIBB,3/4"ROUGH BRASS WITH VACUUM BREAKER,LOOSE KEYTYPE. BEDROOM VTR VTR" P-13 f�CLUBHOUSE) 3" LAU SINK-FIBERGLASS LAUNDRYTUB WITH LEGSAND DECK-MOUNTED FAUCET. in" -1C P 1 BEDROOM 3 P-14(�CLUBHOUSE( Am2"VTR 117 P-1 -SEE ECIFICATION. AIR GANGENERALI 112 2"VTR FAUCETS AND VALVESAIR GAP("PIONEER'#903000). 1"WATER LINE UP 1/Y i 1n' FROM SLAB SHUTOFFV VE 1/2^ 11/2' P-2 VWATERLINE UP 314" Y VTR FROM SLAB W/ 3"FLOOR DRAIN SHUTOFF VALVE 1n'Nf 3" P-2 FUR N P-9 2"� 3"FLOOR DRAIN NSLL 314" FU P 9 w P-10 NBLL 3/4' " 3" SIQBAGE W P-10 I , -.-.-.-.- I'- Sl�LQY -�- i Sl11La7( 1�SEWER LINE MAIN BLD'G SEWER LINE ■ W�Q SEE BUILDING PLUMBING Q 1 PLAN FOR SIZES AND DIRECTION OF RUNS 1 1/2"WASTE F FROM FL ABOVE \I� I TOFL 11/2'WA3TEFI � nnxl eeemrs BELOW \ INr N 11/2" � _ - 1A II ,n^ IkA �l P•4 I /�I e - O° li c __ VTR I��II Ir1° Dw I L'�_ 0 GIBIN4 J Dw V VTR I p1tl1tl° �,,�Y � p am 010 (I 6 ________ ---- t=======____________ I Lam �90 STO _______________ ---- �N mTsc , ■v eAu4 i VTRyl 1 34" 0 Am in"3 3, U __ BUD(WATER&SEWER --- ------- P-2 3 1 P�-3 314" LINE VARY -SEE UTILITY SITE PLAN FOR EXACT LOCATION 3°COTG AT EACH BUILDING, VTR LINEUP FROM SLAB' CONTRACTOR TO PROVIDE FROM SLAB W/ PRESSURE RELIEF TO WATER SHUT OFF VALVE HEATER IF REQ'D BY CITY OF TWIN FALLS. 1 BEDROOM FLOOR PLAN - (a.6 UNIT BUILDING&TYR OF 1 ST FL UNITS STUDIO FLOOR PLAN AREA:702 SO FT 1 BEDROOM FLOOR PLAN-TYR OF 2ND FL UNITS AREA:509 SO FT AREA:702 SO FT N NOTES: r 1.THE CONTRACTOR WILL BE REQUIRED TO SUBMIT PLUMBING SHOP DRAWINGS SHOWING BIOMETRICS.THESE DRAWINTIONS,IN GS SHALL SHOW NOTE: ,aeEONp�frs ALL FIXTURES,VALVES,ETC.AS REQUIRED ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER' 10 d BYTHESE CONTRACT DOCUMENTS AND THE CITY PART A OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, olsEE,�,,,,,, 9 PLUMBING DEPT.THESE SHOP DRAWINGS SHALL OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL p 457j' BE SUBMITTED THEARCHITECT FOR REVIEW OPPORTUNITY-24 CFR CHAPTER •FINAL FAIR HOUSING ACCESSIBILITY UNIT PLUMBING PLANS P PRIORTO coNSTRUCTION. GUIDELINES DATED WED.MARCH 6,1991. No sheet no: fOF\0 2.THE SHOP DRAWINGS TO BE SEALED BY AN SCALE:1/4"=V-10" t0M N.\%k IDAHO LICENSED ENGINEER. LL;A .�A ';J H BEDROOM BEDROOM W BEDROOM E � P•3 1/2" P-3 �H O 1 12" 1 12" PA —i 12" 2"VT ----J 3^ P2 3" 1/2" 3"WASTE -��- TO WASTE TO FL 12" 112" 112" p_3 iil2" BELOW - -- -- BELOW i 12" 2„IR 12" 12" VTR" n 11/Y P_2 ----J I� 3"WASTE TO OLW E __ __ P-3__11 BELOW ,12" 1-2-VTR = ._._.—. 1/ 11/2" _ 1/2" VTR 1/2" 11,7 I P-1 FRWATERLINE UP 3W - 1 E SHUTOFF VALVE 12' 3" P•2 T 12" 2"ViR Y VTR 3"FLOOR DRAIN 12' 112 BEQ f1ALL FU FROMSLAB LINE UP W P-10 IN FROM SLAB W/ 3/4" -- SHUT OFF VALVE 1/" 3" p-2 3 SEGO 2 ViR 3"FLOOR DRAIN $ZQBAGE !lI1LIIY tlA6� FU P'9 3/4" p.3 @A1li 112" W P-10 1112" LING 3"COTG 3" 1112 r 3° ——— $TORAGE P-1 --- 3 - U) 2"VT �` P 1 EAI}1t l� FROM F .3" 3" — f —J F O ABOVE '1-� ____ - P-2 3'WASTE TO FLWA3TE 3„ 3• 1/2" 3——_ _—_ LIVIN —— 1/2" '�12" P-3 12° FROM FL 1 BELOW \ ABOVE 112" 3 112" •• ��3„—J 2"ViR .—.— 2 1 1/2' Gi�15 1 1l2" P-2 - 1 12"WASTEF 112" VTR P-0 3'WASTE BELOW 314 12^ - P1 o TO FLSTE 12" P-3 112" ABOVEFL Y VTR I BELOW _�--- _-- 1�112" 12 BEDROOM �n O O VTR QEGK I 12 `--- IIr DW 1� 314. P-1 g—z.-i P� O 3/4"" I " P-2FROM SkLFqg W/ 2"VTR 2"VfR -- SHUTOFFVAL 3"FLOOR DRAIN iBEDROOM VT2R DINING r KIIGliEtl O FUR P9 'I DW I tlA<L W ;P-10 ENT81( 1� FROM TSLAB W/UP 3/4" 12' 2" R �I`32FLOOR 1� __- 3" SHUT OFF VALV " DRAIN 1 i12" L FUR VTR ._.�4_... .. �.14" .. �4 ---- �.. _...�.. DTI P-9 S9L6 ara" i¢1LIDf � T � �M 3/4" W P-10 EtlIBY 11./ STO 3" 169dG 1Li1LIY FROMW�STE ABOVE �-11/2" 11Y I I ■�1 FRO FS M L ABOVE �Fi — —— — P-0 I I *M III �{ Y I� I � �\ � � O I 2 BEDROOM FLOOR PLAN-TYP.OF 2ND FL UNITS 2AIIG tin AREA:966 SQ FT • 112 I DINING III_ Q 0 I I Y — III DW KITCHEN �I O I Oil,P�- 3 BEDROOM FLOOR PLAN-TYP.OF 2N FL UNITS 11/Y I I �'9 0 �ylyG Ir_ O I AREA:1,122 SQ FT VTR II �DW KIISrHEtl MON; i VTR _________�-�__ ENTRY CONTRACTOR TO PROVIDE PA710 L l l l l PRESSURE RELIEF TO WATER �IGBAGE, I I HEATER IF REQ'D BY CITY OF II L__=`_______________ TWIN FALLS. n _ ________ NOTES: BLDGG WATER&hSEWER li 1.THE CONTRACTOR WILL BE REQUIRED TO I LINE LOCATIONS VARY o SUBMIT PLUMBING SHOP DRAWINGS SEE UTILITY ACLOCAT PLAN ION " PIPE SIZES,&LOCATIONS,IN PLAN AND FOR EXACT LOCATION _-----------' �`-�'--'-- � ISOMETRICS THESE DRAWINGS SHALL SHOW AT EACH BUILDING. ------------ --_2--==_asap -- ALL FIXTURES,VALVES,ETC.AS REQUIRED ,I. BYTHESE CONTRACT DOCUMENTS AND THE CITY PLUMBING DEPT.THESE SHOP DRAWINGS SHALL N BLD'G WATER&SEWER BE SUBMITTED TO THEARCHITECT FOR REVIEW r O LINE LOCATIONS VARY PRIOR TO CONSTRUCTION. N -SEE UTILITY SITE PLAN FOR EXACT LOCATION 2.THE SHOP DRAWINGSTO BE SEALED BYAN r AT EACH BUILDING. IDAHO LICENSED ENGINEER. 2 BEDROOM FLOOR PLAN — Ca 6 UNIT BUILDING&TYP.OF 1ST FL UNITS M ti PRO NOTE: AREA:956 SQ FT \��S�D Nil .3 BEDROOM FLOOR PLAN-TY OF 1ST FL UNITS ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERALREGISTER' C 2 AREA:1,122 SQ FT PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, DISE� OFFICE OFITY-24 ASSISTANT FRCHA CHAPTER TARY I-FIN OR IRHOUSNGACCESAIR HOUSING AND QUAL UNIT PLUMBING PLANS Sheet no: 07 OPPORTUNITY-24 CFR CHAPTER 1•FINAL FAIR HOUSING ACCESSIBILITY a GUIDELINES DATED WED.MARCH 8,1991. '�rE DF t°Pad SCALE:1/4"=T-0" J0M B,wt�8° /A -^3 y TANKLESS WATER HEATER SGAS UPPLY COLD WATER SUPPLY M PRIMARY o > PUMP EXPANSION TANK BUILDING HOT WATER SUPPLY AIR HANDLER I� �■I n TANKLESS WATER HEATER TO AIR HANDLER DETAIL NOTE: DOMESTIC PRIORITY IS NOT SHOWN IN DRAWING. Vr --------1 PS LINE OF FL ABOVE P-5 --- I— — —. 3"COTG 2 I.. .. ..._. 3"n2_... 3"COT 3: 3"�. 3"COT _ ..._.. , VT 3 13'ASTE 12'� 3„ 3"WASTE PS 3' P 112" FROM L 3"WASTE F OM FL ABOVE L 12 '/T S FROM FLFFRROO`M�FL F-T p. VTR p.j ,.__ - VTR 12"ABOVE ABOVE ' I I - _ 3W 2"VTR 112" *WATERLINE UP VTR 3/4" 1 12" FROM SLAB W/ 1/2' 2'VTR I 1/2" TVTR SHUTOFF VALE 1/2" 3 3"FLOORDRAIN 3/4" FV 1°WATER LINEUP P•9 R 3' P•5 1"WATER LINEUP VTR 1/23 3„ P-5 PM3P FFVAWLVE SHUTMOFLFVALVE 3"FLOORDRAIN 3"FLOORDRAINFU P3/4W:3/4 314 I /,4" 49-10 3W P 104 a' _ 14 FROM WASTE 11/2" . ABOVE L i i 1 12"WASTE 1 O WASTE 1 12" 1/2 FROM FL �-`---- __ _ ABOVE I ABOVE L 12' ���-_ 12" III j Y+ K J• J: o O 9� II -- P-8 -_ PS I AL MO I I. OI I li OI JII : =- �I I III== �I I I r JII JII VTR Ic VTR I VTR" �a _________ __ o 2� _________ __________= --`__--- - LINE LOCATIONS VARY LINE FOR BUDG WATER&SEWER _I_ -__ _---_-_ `I= LINE LOCATIONS VARY LF -SEE UTILITY SITE PLAN FOR EXACT LOCATION BLD'G WATER&SEWER BLD'G WATER&SEWER AT EACH BUILDING. LOCATIONS VARY SEE UTILITY SITE PLAN -SEE UTILITY SITE PLAN FOR EXACT LOCATION FOR EXACT LOCATION AT EACH BUILDING. AT EACH BUILDING. 3 BEDROOM ACCESSIBLE FLOOR PLAN 2 BEDROOM ACCESSIBLE FLOOR PLAN 9 BEDROOM ACCESSIBLE FLOOR PLAN AREA:702 SQ FT AREA:1,152 SQ FT AREA:967 SQ FT O O N CONTRACTOR TO PROVIDE PRESSURE RELIEF TO WATER NOTES: HEATER IF REQ'D BY CITY OF eo PROFF d1 1.THE CONTRACTOR WILL BE REQUIRED TO TWIN FALLS. SUBMIT PLUMBING SHOP DRAWINGS SHOWING PIPE SIZES,&LOCATIONS,IN PLAN AND ISOMETRICS.THESE DRAWINGS SHALL SHOW v OI ALL FIXTURES,VALVES,ETC.AS REQUIRED NOTE: AIR 'O BY THESE CONTRACT DOCUMENTS AND THE CITY PLUMBING DEPT.THESE SHOP DRAWINGS SHALL ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER' G OF 1�a�� BE SUBMITTED TO THE ARCHITECT FOR REVIEW PART A OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, UNIT PLUMBING PLANS P sheet no: Qo PRIOR TO CONSTRUCTION. OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL °r N.W1� OPPORTUNITY-24 CFR CHAPTER 1-FINAL FAIR HOUSING ACCESSIBILITY SCALE:1/4"=V-0" 2.THE SHOP DRAWINGS TO BE SEALED BYAN GUIDELINES DATED WED.MARCH 6,1991. IDAHO LICENSED ENGINEER. 3'WPSTE �� P OVE L a^COTO IS TCOiO I EXHAUST MMANTAIN to FROM OPENINGS INTO CONDITIONED SPACES OF BUILDING 1'WATEAUN pp UP TO FLABOE UP iFLABOE `E ■ FLASHING 1'WATgEIftgLBINyy UPI 1"gp.jk LINE UP ! ■ O ROOF 8X101TOFF VALI t" 3" v 3"� SHUTIOFFBVA VE�� ay P-11 1 BRACE F§8M FL ' I-WASTE I`s �I4"DA RADON EXHAUST RISERWI I ■ TATTYa BPACd i D ABOVEL '/4 -SEER AdDON CONTROLI9�9TUEM DETAIL 1 EVER UNIT I o Oo REVERSED I LIN d �I FUTURE EXHAUST FAN I I n IzJ P II■ ELECTRICALJUNCTIONBOX I M■ 4 FOR FUTURE IXNAU3T FAN. ,O RE TO HOUSE LOAD CENTER ' AID W ER LINE �44�E`WGR LINE \- SEALAROUND PENATRATIONSAS -1.WATER&BEWE REQUIRED TO MAINTAIN FIRE RATING LSEE U�?JFTI1'0R59E N IN �j FOit`��j."'LOCAT N ATER BUILDING. iD zBu�.u6T I 4"DIA.VENT PIPE(SCHED 40 PVC) II� LABEL PIPE"RADON VENT' 1 -ONE BR ACC.UNIT&3-ONE BR UNITS-FIRST FLOOR BUILDING#1 ( I� A9 REWIRED'(/MNMAIN FIRETITUTINO ■ I 4 SVPPOTII'STRAP 4'COTO N 3°cOTG \LxIN,[O.P.RA&O V! — _ a.coiG 19T Fl UNIT FL 3TWASTE BLDGWATERASEWER FROM 4SEWER LNELOEL�CATIOSVARV WASTE rNASTE ABOVE W FNOL NZ FROM FL ADT FABOEL ABOVE RFL SUIN PRSVEL C CIA.VENT PIPE SCHED 40 PVC) " AS LABEL PIPE"RADON VENT W TER LINE I I 8" 1°WAT LINE IS.4 1'y/M LI EUP FROM LAB WI F FROM SLAB WI p.it JJ P-11 FflOM 3LPB Wl FflOM 9LPBL/I 1•WATERLINfU I ATERLINEUP *� 3 9EALOPENINO IN SLABS ( 9HU FF VALVE $XDT OFF VALVE P-N 9 7 AROUNDPENE TIONB AI 1 3 R 1'WATEfl LI E t1R' 3M" `W�ERL .. -4 y 4"COTO B L4" 0 alq\J UT FF V. "W TERLI E 1 WX 3/ 1 1 WATE0.LINE LAVA CONTINUOUS OF MIN. UPT FLA VE 3' UP OFLABOV TO Y EWERLINE 11 CROSS.LAMINATED POLYETHYLENE SHEETING OR P FLAEO 3" UP fLABOVE yq' wWppri EEWW N BO EQUIVALENT BELOW SLAB.ADJOINING SHEETS OF ..�.� 1 nJ •' �• INE OCATIONS VPRY ,I*MEMBRANE SHALLE60VERIAPPED12-INCHES �''9"I �'. 4" Bn0 6S%nAn�Nry Y MIN.FIT SHEETING TIGHTLVAROUND VENT PIPE 3 r -gEEUTIII..ITY 9ItE 2 PENETRATION. I — — _ 19/�'WAStEI 3• — — 3 I FOR E%ACT LOCATION FR MFL BipnM'WASTE AT E4CN MlILDINO. �IB O ii a ABOVE p I ,y PBROVE L WATER Y 4 I FFROVE LSp�.-. / HOR6MYR NOORAIN PII ITRUI NEOUi3 I FltOM FL3iFT" f MDDN E%WIUBT RISE W/ WATER LINE I B pJ -SEE RADON CONTROL STEM DETAIL ABOVE / HOflIZONTALDRAIN PIPE RUN-BUTS ■��^ IRM SEE RADON CONTROL SYSTEM DETAIL -���-��=III ,IIIS III=III=III aBOR uN1T I Im i� III III III_III=III= I d oOREVEiSED I O o0 ell 28DR�UNIT �� o II o II REVERSED 1 MIN.4"THI(CK LAYER OF GAS PERMEABLEPVC I 1 EQUAL)To ELBOW UP ORIVENTP�RRE. If I I,�Bt �T9'ii ——— -- ____ ___ __ PASSIVE RADON CONTROL SYSTEM DETAIL i,- P =f to SCALE: 1/2"=V-O" Ur KEYED NOTES: MATERIALMPDESUP OFTAMIMINIMOUME4NTHOCK UNIFORM LLAAYER OF CLESMI ASORE(iAD�r TA0 3/4 IN SIZES.BIE O ALL CONCRETE FLOOR SLABS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL BUILDING CODES. O EESS 1 -THREE BR ACC. UNIT&3-THREE BR UNITS FIRST FLOOR 1 -TWO BR ACC.UNIT&3-TWO BR UNITS^ FIRST FLOOR TOILET9NBATMTUBSSAND DROAlINB PIENE�ROATINGDTIWIE3E ASSEMBLE BECFla ORI OS DWITH MATERIALS THAT PANDIN IDEA MATERIALS.SEAL SEALWITHANE&TGSWITHNON-SHRINKMORTAROROUTSOR BUILDING# 12 BUILDING#3 EXPANDING FOAM MATERIALS.SEAL SMALLER GAPS WITHAN ELASTOMERIC JOINT 3EALANr A3 Df=FINED IN ASTM C92O8T. ® BENEATH THE SHALL E INSTALLEIL D ROT HATER MEMINRWMAIE R OR CONDENSATION DRAWS DOWNWARD INTO GROUND © IpE ALLNU�ASTO DEEPEST INTERIpDRAIFOPERFORATED TING 0R PRo'A 4PfN ETEROSWLEEVE9 THRN0UGHHF00L IT NGS EVERYlo TO ALLOW RADON GAS TO PA BE THROUGH.I14STLLPIPE HORIZONTALLY IN GRAVELAND CONNECT TO THE'TOR ELBOW FITTING WITH THEVECAL STANCH ETHROUGH THE VAPOR BARRIER MEMBRANE.THIS HORIZONTAL PIPE SHOULD EXTEND NO CLOSER THARTIN 8 FEET TO THE FOUNDATION WALL. BO%FORE SHOULD COfA MEMO �AMP'11S VOLT.ELECTRICAL CONTRACTOR SHALL PROVIDE POWER AT EACH JUNCTION I I 0 N I � M p Nores: 1.THE CONTRACTORWILL BE REQUIRED TO D PROF SUBMIT PLUMBING SHOP DRAWINGS SHOWING NSF• RI o r 1 PIPE SIZES,&LOCATIONS,IN PLAN AND u`O yy ! R Q) ISOMETRICS.THESE DRAWINGS SHALL SHOW NOTE: ALL FIXTURES,VALVES,ETC,AS REQUIRED 8 p BY THESE CONTRACT DOCUMENTS AND THE C" ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER' 462 (Sheet no: PLUMBING DEPT THESE SHOP DRAWINGS SHALL PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,BE BUILDING PLUMBING PLANS PRIOR TO CONSTRUCTION.ED TO THE HRECTFORREVIEW OPPORTOFFICE OUNIT1E24CFRACHAPTERE1AFINALFAIRY FOR IHO�SINGACCESSI�BILITY 'lPOp�OPyo� 2.THESHOP DRAWINGS TOBE SEALED BYAN GUIDELINES DATED WED.MARCH 6,1991. SCALE:1/8"=1'-0" /� 25} IDAHO LICENSED ENGINEER. H J y LINEOLOCPTIONSEWER V 9EgE�U}IpLL.91TE PLAN ATEPCII STIIID%,ON iWA ER LINE\c s"Coro .._.. s•wgsrE O B' 4" SEWER LINE .I 3 S'COTO FgOMR V/pg 3" ABOVE q°COTG F OMFL 3 FOMFL I S PBWE ABOVE P.it VO,'AMSFE .1, I 4 • �. ABOVE W� 1•W TER LINyE�U( r 11" ATER UP Pni (FROMSR IWIUP •® FROM IRBVEUP I P11 9HUTIOFFV YE SHUT yN' ..=,... I U iOTFBOV 4 qi BHUT FVAL AL ' FROMOFFB W� 3M"� BHDTO F ALVE Wq ERUNE 1'W TFLA rJ P UPTOFRLINE UPTO FIABOVEI �S= 8d' n UP�O FLA UP TOFLABOVE S• I 'A s_ r o S• O F I g ! FROM FL - ��• r S 11Ir WA3R ' EVE L PB �1, I 11 WAST — ' V I 111T'WASTE 1"DN RPDON EXHAUST RUN.Wl •i 1"J TE 2 BDRM UN FR1 FL _4'p M00N Ep%HIpU}RISER WI •I ,•� 13 I' FROMFL / XORQdNTAL0R41N PIPE RUN-0I VE ` '/ 6 TA ORAS IN PM�E RUN-0UT9 J� ABOVE SEE MDON CONTROL9YSiEM DETAIL STUDIO UNIT LLB E ONIflOL9Y3TEM DETAIL r' I �j SED STUDIO UNIT I 18DRM UNIT s' I REVERSED 1 BDRM UNIT 4 II II REVERSED T • ° ° tiq. REVERSED — �° Oo 00 °� II Ilr• Oo °�I — II II I� 077 o M -_--_____ -- Y4' 1"WAT RUNE UP -- ---- 4 COTG •3N' 9"COTG P FROMTBLFH WIUP -- ---- _ I WFFOR 6INAEB WE P-11 3'COTG • FROM OUP 1"WATER WEUP BHUi OFFVALVE 6HUiF VALVE 9"COTO P-11 Eglq L SHUTOFF VALVE FRT0%L1SUBW/ P-11 S'COTO WATERUNE I�Q W�p 4 SEWERUNE BHUTOFFVALVE L��INEEE LUUOppC��ATIO� yNS}SEEVPWIAIEAAYR F EEEXACTLODATNIONN AT EACH BUILDING. 4-ONE BR UNIT&2-STUDIO UNIT BUILDING-FIRST FLOOR 4-TWO BR UNIT&2-STUDIO UNIT BUILDING FIRST FLOOR BUILDINGS#2& 10 BUILDINGS#5&6 4 j I I L � Q I I � /pI r r Coro S" .. r s"COTG •M ,W FL I Ff10M FL R — — — — S 3'COTO ABOVE ABOVE 'A II —J LB• ..�... I .. N NO rWASTE ■ 4°SEWERUNTE ,wLpFFPLLLW SFRq. µp - • r I�EOM LINEEOOC�gtIOyN�iS�VAI4gYp SEIAW I E I FROM BUBVEIU I FEft LWVEUPL FOR UE TXACT LODATWN It S F1 ' P.1 UT OFFVALVE 1 gg1LppBB SW �11 E .� I BRUT OFFVAVE W AT EACH BUILDING. WWpp 1112" pJ, S•i,T^` i�. I \ UPTOTSH'LRA • '• II"P ATERLINE WATERLINE-1\ I N� ( ��� 1- {■J ...LLL 1. \ \"WATER INE UP - 1•WATEq NE UP L4' �_l 3I4" •I�R IgTll-"--""' FROM 9LPB Wl LI Y yq. ( 9NUTOF VALVE �VOM 9LAS Wl r P-it g, S, ��II µµ•pp FFVAL Pit UFTO�RLINE 1" B 1• PTOFER LINE I F-WASTE „rr ( L - ^' 'ICI' FROM FLSST 'DIA RADON T1UIPp9EEtgqRUIE1ry W/ C M 9' 9' I SEE RADON CONTROL SY41EM DETAI ApyE \ '/ H dNTAFotFL I OUTS ,1n WNN1A1srE I 2 BDRM UNIT FAEOVEL I •�q. ��@@pp�g�U =— Y I ��-• Oo o .III �ED� RMWASS \ / NOWOWZONRAOA OOPASX"W PPSE XRN OUTIIS W y� S BDRM KNIT MOVE 6EE RADON CONtROL 3 STEM DETAIL I I � I II o o eD"T 7EDp I I I Clow UP d OF 11Y2 WATER LIN 4"EWER LINE —— — SLUG WATERS SEW _ -- — — LWE LOCATION6' 90EEEUXTAILCITY SITE PLAN 5` AT REACH BUILDING. 4-TWO BR UNIT BUILDING-FIRST FLOOR BUILDINGS#7, 8,9, & 11 BUILDINGS#4& 13 N NOTES: Sip PROF .0 1.THECONTRACTORWILL BE REQUIRED TO �"�� IT SUBMIT PLUMBING SHOP DRAWINGS SHOWING / Gi PIPE SIZES,d LOCATIONS,IN PLAN AND v BOI¢E, +F > ISOMETRICS.THESE DRAWINGS SHALL SHOW AR 2 4) ALL FIXTURES,VALVES,ETC.AS REQUIRED NOTE: BYTHESE CONTRACT DOCUMENTSANDTHECITY 0� PLUMBING DEPT.THESE SHOP DRAWINGS SHALL ALL CONSTRUCTION MUST COMPLY WITH THE FEDERAL REGISTER• rgrF OF sheet no: BE SUBMITTED TO THE ARCHITECT FOR REVIEW PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, BUILDING PLUMBING PLANS PRIOR TO CONSTRUCTION. OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL 2.THE SHOP DRAWINGSTO BE SEALED BYAN GUIDELINES D TED WED MARCH S,1991�FAIR HOUSING ACCESSIBILITY SCALE:1/8"=V-0" A _�C , IDAHO LICENSED ENGINEER. fEl� V y THESE REQUIREMENTS APPLY TO ALL UNITS IN ELEVATOR BUILDINGS. AIR HOUSING ACT ACCESSIBILITY GUIDELINES 2% OF UNITS TO COMPLY WITH REQUIREMENTS OF TYPE A DWELLING UNITS PER ICC/ANSI A117.1-2003 & 2006 INTERNATIONAL BUILDING CODE. ALL PUBLIC ANDD COMMON USE AREAS TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT. A OF UNITS TO COMPLY WITH 1998 UNIFORM FEDERAL ACCESSIBILIIY STANDARDS. S SET FORTH BY 1988 FAIR HOUSING ACT ADOPTED MARCH 6, 1991 FEDERAL REGISTER BUILDING IS DESIGNED TO COMPLY WITH REQUIREMENTS OF ICG/ANSI A117.1-2003 WHICH EXCEED THE REQUIREMENTS OF THE FAIR HOUSING ACCESSIBILITY O Section 5. Guidelines Bask Canporimb for Acceselbb and U11a*Public and Common Use k0or.t a AM"md.bm W a•aA w aar.d dadbp WA GUIDELINES. 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' P0�3 SAWCUTTO BE MADE IMMEDWIELV d I 3918PLLEOEUNIN�A9 S�HAALBL I IT BE MORETHAN 12 HOUR9. 4"CONC.SLAB W/6X8 4)CENTER W.wF IN SLAB -.__ ._.._... ._.._.._.. W 2.9 W2.9 W.W.F. § REINFORCING ON 1"COMP. INDUCED CRACK I SAND ON 4"COM ON COMP.EARTHP.GRAVEL TYP.CONC.CONTROL JOINT N.T•S, I I I I I 1Y 8"X24"CONT CONC FND .� WALL ON 20"XA"CONT CONC FTG AS SHOWN I I I I ®®I —___J 4 �------- ------------------------------------------------------------— r------------------- - i L. __ ____________ _ __EEL— __ __ _______ ____________________________________ J 04 DOWELS 24" O.C.TO FND%ALL 6 V') T-8 314' 21'-4117 28'-1 314" 14'-0" 3-0^ nO N I L n� L J COVERED CONCRETE PATIO -- 4"MPG SLAB ON 4" COMP.EARTH.RAVEL ON ROM I. COMP.EARTH. SLO DING MI 1%, go BUILDING MIN 1%, ;1 MAX 2%. a 8" "MT OST BASE 8"X8"MT POST BASE ON X814"X74P"X24"CONC ON 14"X14"X24"CONC PIER ON 23"B%,XB` PIER ON 23'SO.XB` n CONC FPG AS, S SHOWN CONC FTG AS SHOWN W/(2)04 EA.WAY WI(2)#4 EA.WAY 6 P i M —i i—.......—.—.—.—.—. ' MIN � I I�V r0 V) F® ■ N r O N R x f f a/ M 40 NOTE: 9 g'� ALL CONSTRUCTION MUST COMPLY WITH THE FEDERAL REGISTER' B�I 4sz W d PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, !+�a O g, OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL r �� OPPORTUNITY-24 CFR CHAPTER 1-FINAL FAIR HOUSING ACCESSIBILITY COMMUNITY FOUNDATION PLAN TprF OF b�Z sheet no: GUIDELINES DATED WED.MARCH 8,1991. 1714 SO.FT. SCALE:1/4"=V-0" B-1 CENTER STRAP y DOUBLE TOP / 'SIMPSON'MSTA24 STRAP DOUBLE 2"X8" PLATE 4"X12"TO TOP PLATES TOP PLATE 'SIMPSON'MSTA24 STRAP WRAP STRAP DOWN SIDE CONC.ENTRY OF 4"X12"BEAM WALK-SEE SITE PLAN #2 D.F.4"X1Y BEAM 63'-U' #2 D.F.4'X12"BEAM 2TS 3/4" 14'-0" WALL STUD WALL FRAMIN 19d 1/4' 8.51/2" 10'-01/2" 11'-1 3/4" 3'-31/4" 5d" 51.1 5'S" 4'd• 5.7" 6-6 3W 2) TRIM 2) 12 TRIM 471212"BEAM �47iY BEAM �B4 LNEF 2 CONC ENTRYDETAIL DETAIL QAQAWALK-SEESITE PLAN N.T.SN.T.S. _ #2 D.F 6"X12"BM ?4 MFG�SES z� CONC ENTRY (2)7X10"HDR T.1w� I WALK-SEE 121 B•Z No 2 SITE PLAN § LINE 60"X68^GONG 2 ROOF ENTRY STOOP e ®-� -- - =- - 1. O WEATHERVANE o� O - CB - _- _..�� -SEE SITE PLAN ALLOWANCE$550.00 PLUS INSTALL H N(r ESE C1 CONC.ENTRY ' (2)2'XlfrHDR q WALK-SEE (2)2"XIY HDR A T12H2D10" N SITE PLAN /A w C2 2 2 - 2 g 2 134 ROOF ro LINE 12 MTL.ROOFING _ �AS SPEC. 12 ___ i 'D \ FORP.E.TRUSSES 2 2 1 BUSINESS ,, DRYERVENTS- CENTER w N Z_T HIGH COUNTER U KKi�pp .__ c1 LINE CAR OF D3EEOETAILSS 3N \- ..•'" Y B"4 § 1■ LOCKING G r bo COMPUTER CABINET LINE OF W 2"X BLOCKIN CARPET g O g > (3)12 DEEP 7118"PLY ONE SIDE w g SHEELVE;ABOVE W BLOCKEb W/Bd(aIl 4° COMPOSITION FASCIA ,°j, ci I EC EDGES$12"FI D AND SOFFIT d " 'SIMPSON'SDS 1/4"DIA X 8" O o YS 12" FURN Wry VyH Ir-� $ 4' 1 2 SCREWS AT 4"O.C.BOTTOM PLATE TO BLOCKING AND (2)PER EA.TRUSS H LOUIIGE 5'-8118" 1'-2 COMP.TRIM ON WOOD IN L7 FRAME-FLASH TO ROOFING LL MECHAINCAL 2ATTIC 26 GA.G.I.FLASHINGS I C10 ACCESS P.E.TRUSSES 47 LG- SOLID h2"XB"BLOCKINGBETWEEN EA TRUSS _FULL HEIGHT BLOCKING- NAILING BOUNDRY-TYPICAL SIMPSON H2.5 PROVIDE Y HOLES FOR VE 8d 6"O.C.ROOF DIA.TO 1612"HIGH SUPPORTTRMBLOCKING 3ASEUNDERHEARTH2"XV' RECESS GYP 2"AT WALL 2"X2"CONT 2 2 ABOVE FIREPLACE SEE OSECTIONS SCLOSE E 1"X10"FASCIAON H \ CLOSET2"XB"SUB FASCIA (2)2'X10'HDR LAV (2)2"X72"HDR40 § VENTED SOFFIT v 28 GA.G.I. 1'd" COMPOSITTRIM II�2 CA _ 2'xB"3TUDS _� H2DR 2 2 8d ROOF DIAPHRAM TO 2 YX6"BLOCKING BETWEEN TOP CHORD OF TRUSS 2 EA WALL STUD @ 12"O.C. CONC.WALK- FLASHING-2"XB"AT 16"O.C, MTL ROOFING AS SPECD WITH MET EDGE ��z SEE SITE PLAN ON ROOF DIAPHRAM(3EE SCHEDULE)ON a� 5-21/4" 5' - 5'S 1., 5.9118" WOOD TRUSSED AT 2 .O.C. NAILING-ROOF:8d AT4"O.C.AT EDGE 11'-13/4' 7-B" 2"X BLOCKIN VENTED SOFFIT AND 6"O.C.AT FIELD. �A(11 2' 314 26-139" COMPOSIT TRIM 2"XBLOCKING 16dAN 4"6d PER AWBLOCKING AND )16d PER EA WALL STUD Wj BALLOON FRAME ALL STUD i7 WALLS AT TOWER.USE M AT MID 8"X8'POST TO D.F.2"X6'AT 12"O.C. 6"X12"BEAM USE"SIMPSON' CC0883D32.5 CAP ,X D.F. NO SIDING ON"OSBOE2 WRAP 6"XiY BM ON 7/18"OSB ON 2"XB" N STUDS AT 18"O.C. Rd9 BLOWN INSL ,$ 6'X1Y BM Y-3"SQ.X8"THICK W/f2)#4 E.W. 4"X1YSM W/1" SQ.PEDISTALW/ W /I 5/8"'X'GYP BD "SIMPSON"ABUS8 COLUMN BASE N -SEE DETAILS �■ HURRICANE CLIP AT EA END OF EA I I 1 TRUSS-SIMPSON H2.5A § COVERED CONCRETE PATIO ,- COMPOSIT TRIM NOTE:ALL INSULATION MATERIALS INCLUDING O I -SEE SITE PLAN I 9 I! FACINGS SUCH AS VAPOR BARRIERS OR BREATHER IIIR IY1 PAPERS(NSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, WALLS CRAWL SPACES ORATTICS SHALLHAVEAFLAME MFG TRUSSES SPREAb RATING NOT TO EXCEED 25 AND A SMOKE DENSITY I NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH 1124"O.C. \ �M 5 U.B.C.STANDARD NO42-1 SEC 1713(C)•SEE EXCEPTIONS. WALL OPENING SIDING O X6"SEK'WRAP" 7/'IB" OSBWIR ON 2SUL STUDS AT 18"O.C. 6 `ROOF 6 OVA BLOW INSUL INCLUDING 3 RIDGID -— LINE W A INSUL BLOWN M INSUL.AND 3"HIGH R I NOTES: coMPo51TTRIM 5%1 GYP BD ON.aoa^VAPOR BARRIER, FIREPLACE:HEATILATOR RAVE4013 DIRECT VENT GAS FIREPLACE. AO Al O- --- ---- -- -- --. .-...- --- ---- -- --I W 1Y N NAILING:Bd WALLBOARD NAILS AT4"O.C. AT END 8"X8"POSTTO S AT END 8"X8"POST HEARTH TO BE 10"DEEP X WIDTH OF FRAMING. EDGEAND FIELD. T112"BEAM USE TO6"X12"BEAM USE WALL SHEATHING NAILING:Bd AT "SIMPSON"ECCQ685DS25 "1 TO6"A ON"EAM USE EDSz5 HEARTH TO BE 6"X6"GLAZED TILE W/ONE ROW OF 6"X6'GLAZED 8"O.C.AT EDGE AND I2"AT FIELD. TILE AROUND FIREBOX.TILE TO BEAS SELECTED BY THE OWNER. -UNLESS NOTED OTHERWISE ON FIREPLACE TO BE INSTALLED AS DIRECTED BY THE MFG. THE SHEAR WALL SCHEDULE. O TREATED 2"XS'PLATE WITH ANCHOR BOLTS ALL INTERIOR WALL STUDS SHALL BE 2"X4'AT 16"O.C.-ALL EXTERIOR AS PER SHEAR WALL SCHEDULE. WALL STUDS SHALL BE 2"X6'AT 16'O.C.UNLESS NOTED OTHERWISE. FINISHED FLOORING ON 4"CONC.SLAB W/ 6X6 W 2.9 W 2.9 W.W.F.REINFORCING ON '^ 6 MIL VB.ON 2"RIGID INSUL ON V COMP. v, SAND ON 4"COMP GRAVEL FILL, rn � III=III-III " III—III=III—III—III=III a=III=III=III=III=III —__ O 1�I=III=.e =III—III—III=III III—III—III—III— YPOLY BEAD BOARD INSUL z -III III=III=III- III-III-III=III III-III-III UNDER SLAB AND TO TOP OF FT'G �- ° 1=III=III=III III=III=III=III - III=III=III SEE FOUNDATION PLAN AND lu -III=III =III— _ _ DETAILS F RC FTG ORCON REINFORCING W)N III= =III ' III — _ COMP EARTH III=111 G ul_III= ENTRY TOWER DETAIL T-1 o P 0 M d SCALE: 1/2"=1'-0" 8.2 NOTE: NOTE:SEE PREVIOUS SECTIONS FOR ADDITIONAL ALL CONSTRUCTION MUST COMPLY WITH THE TEDERAL REGISTER' g�31 1°0 PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, 452 NOTES AND DIM. OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL sheet no: OPPORTUNITY-24 CFR CHAPTER 1-FINAL FAIR HOUSING ACCESSIBILITY u�, P.� GUIDELINES DATED WED.MARCH 6,1991. COMMUNITY FLOOR PLAN lF M wDp1 1 tap t`so 1714 SQ.FT. SCALE,1/4"=l'-0" K-2 I O WEATHER LL WANCE$650.00 PLUS INSTALL Im AS SPEOCOFING 1 c 12 COD SOFFIT CONT FASCIA 3'-0'AND COMP ROOF VENT CONT S"TYP.ALL LOCATIONS RIDGE VENT TAPER TOP OF BM FOR DRAINAGE MTL.ROOFING FRAME--F�H\TO RING AS SPEC. / MTL ROOFING O R DGE VENT \ 12 �6 S HARDIE SHINGLE ABOVE 1? S COMPIST CI ION FASA 12 AND SOFFIT BEAM" �S 1 W COMP TRIM Ir 1"X12"COM TRIM � n BLIND TRANS. O HARDIE BOARD WEATHER VANE AND BAT _ ® ® ACNDD ICON FASCIA ALLOWANCE 5550.00 PLUS INSTALL HARDIE TRIM AND FLASH VX6"COMP TRIM ON HARDIE BOARD 12 2"X6"BLOCKING AND BATT 1■ � MFG STONE-INSTALL 12 COMPISITIONFASCIA ACCORDANCE WITH AND SOFFITIN DIRECTIONS. WALK 3'-0'SQ COMP ROOF VENT BEAM Mtt.ROOFING y AS 8P C. COMP TRIM S WOOD FINISHED FRAME-FLASH TO ROOFING GRADE ' 1"X6'COMP TRIM �______ _____________ ____-_____ HARDIE SHINGLE ABOVE -- _ __-__ rl _ L_____ TYPICAL AT STONE S"TYR ALL LOCATIONS CONT. SEE DETAIL SHEETA-9 O WEATHERVANE RIDGE VENT CONE,FND 8 S ALLOWANCE$550.00 4"X72" 12 TAPER TOP OF BM FRONT ELEVATION AS PER FND PLANS PLUS INSTALL SEAM �S FOR DRAINAGE 12 �S MTL.ROOFING 12 AS SPEC. �12 S 8 A SPEC. _ HARDIE BOARD 1'0072"COMP AND GATT TRIM COMPISITION FASCIA 3'A'SQ COMP AND SOFFIT CONT ROOF VENT COMPISITION FASCIA RAINGUTTER W/DWN 4"X12" RIDGE VEN AND SOFFIT SPOUTS&SPLASH SLK'S BEAM 0 AS SPEC S"TYP.ALL LOCATIONS 1"X6'COMP TRIM 4m MTL ROOFING CONT HARDIE SHINGLE ABO TAPER TOP OF BM AS SPEC. RIDGE VENT 12 FOR DRAINAGE S COMP TRIM ON WOOD FRAME-FLASH TO ROOFING HARDIE BOARD 1'X6'COMP TRI AND SATT COL FAA�PAANDN COL TRIM"COMP SOFFIT WALK 8 CONC.PATIO RPOUTS TERLA DWN SPOUTS8SPLASH BLK'S ❑❑❑❑❑❑❑❑❑^ �� I� M AS SPEC u IL J\ W FINISHED 1 GRADE MTL__-__ Li ry_� �_� AND BABOA OARD n n �_ CONC.FND&FT RIGHT SIDE ELEVATION COMPOSITION FASCIA AND SOFFIT HARDIE BOARD AS PER FND PLANS O AND BATT WALL p� HARDIE TRIM S"�" AND FLASH ��e W HE EATR V COL 1"X8"COMP TRIM ON ALLOWANCE AVE$550.00 2"X6"BLOCKING 4 I� 12 PLUS INSTALL �12 WALK Gp CONC.PATIO vMM RIDGE VENT T-0'SQ COMP ROOF VENTADE PI I I MFG STONE-INSTALL IN ACCORDANCE WITH rL-___ li_______1.r___---_____J, WANK ■ CONT 8"TYP.ALL LOCATIONS r1-� rl-� MFG.DIRECTIONS. rl- ----'------------------- 1 �M RI.t VENT L_J L_J L_1_____ _______________J____ ___L_______ -.___J WM W rTAPERTOPOFBM FOR DRAINAGE -SEETYPICAL AT SHEET CONC.FND 8 FT'GS B�aM LEFT SIDE ELEVATION AS PER FND PLANS iQ�uIN i"XB'COMP TRIM C • •'� HARDIE SHINGLE ABOVE 12 �8 MTL. S SPECKING XiT O ' 12 �S � BEAM 8 r^ TRIM COMP V, TRIM IIIIIIIIIIIIIIII� ❑❑❑❑❑❑❑❑❑�� RAINGUTTER W/DWN SPOUTS&SPLASH BLOCS RAINGUTTER W/DWN AS SPEC AS SPEC&SPLASH BLK'S HARDIE BOARD AND GATT HARDIE BOARD NOTE: AND GATT ALL CONSTRUCTION MUST COMPLY WITH THE TEDERAL REGISTER HARDIE TRIM PART VI OF THE DEPARTNT OF HOUSING AND URBAN DEVELOPMENT, N 1^x8^COMPTRIM ON OFFICE OF THE ASSISTANTME SECRETARY FOR FAIR HOUSING AND EQUAL a- OPPORTUNITY-24 CFR CHAPTER 1-FINAL FAIR HOUSING ACCESSIBILITY 8'X8'OH GARAGE DR. TX6"BLOMFGONENNSTALL GUIDELINES DATED WED.MARCH 6,1991. \�aS60�CNR FCE iy N COL" IN ACCORDANCE WITH CI MFG.DIRECTIONS.�A 1. J "J A 52 C V ✓J FINISHED I I Cog" I CONC ENTRY I I CONC ENTRY r9tF pp\OPWO� sheet no: GRADE -_r1_ _____________________________TL1r___--------_ __-_-__._.____--_-WA1-<L_-______�-__-_______--__ - I� WALK 08 AI.W\� --- COMMUNITY ELEVATIONS s COVERED CONC.FND&FIGS CONIC PATI REAR ELEVATION AS PER FND PLANS 1714 SQ.FT. SCALE:1/4"=r'-0" ,,.,B-3 SIMPSON H2.5 EAtGABLE 1")(6"COSCIA ON 2"XB"COST BLOCKING WITH PROVIDE'U"SHAPED 2"XB"RAFTER TOGUTTER-SEE ELEVATIONS FOR MTL ROOFING AS SPECD WITH MET EDGE HANDLES AT ALL NAILING BOUNORY-TYPICAL GABLE END TRUSLOCATIONS ON ROOF DIAPHRAM((SEE SCHEDULE)ON 1"X10" NT.BLOCKING FASCIA ON 8d 8"O.C.ROOF DIA.TO @ 24 RAFTENAILING BOUNDRY-TYPICAL 2"XB" WOOD TRUSSED AT 24"O.C. DRAWERS&CAB.DOORS GUTTER BLOCKING WITH TR BLOCKING 2"24"O.C. BLOCKING BETWEEN EA.2"X6"RAFTER NAILING-ROOF:80 AT 4"O.C.AT E 1"+/- GUTTER-TYP ALL LOCATIONS NAILING:8dE 6"O.C. AND 6"O.C.AT FIELD. SPACER 38" 12' 27' 27" 15" 12" WITH 1/2"VENTED SOFFITSOLID FULL HEIGHT BLOCKING METAL EDGE PROVIDE 2"HOLES FOR VENT. AND DRIP TOP OF GUTTER IS I'X10"FASCIA ON V2"BELOW TOP OF MTL ROOFING AS SPECD WITH MET EDGE 2"X6"SUB FASCIA It 40 EXTENDED ROOF LINE ON ROOF DIAPHRAM SEE SCHEDULE ON \r( ) VENTED SOFF8d 8"O.C.ROOF DIA, _WOODTRUSSEDAT2d"O.C. 2"X2"CONTOGSTRUTTRUSS BAKED ENAMEL CONS. NAILING-ROOF:BdAT4"O.C.AT EDGE RAINGUTTER W!DWN AND 6"O.C.AT FIELD. 31MPSON LUSZB INVERT SPOUTS&SPLASH BLK'S COMPOSITTRHANGER =T a MOUNT GUTTER W!SCR0W HARDIE SHINGLE S VENT PATH W/INSUL.STOP WALL SHEATHING OVDRAG STRUTTRUSS \ \ R49 INSL END TRUSS,BREAK SF=+/.3500 LBS ._ _ _ / 48"MAX TO AT CENTER OF TOP PNOTIFY TRUSS CO. TOP OF VENT PATH W/ SINGLE TUB \\ j BOTTOM SHELF O 5/6"'X'GYP BD. 1'7(12"CO INSUL.STOP KITCHEN SINK W/ / COMPOSITTRIM HURRICANE CLIP AT EA END OF EA w LEVER CONTROLS (All:RnTTn SHELF 4B° TO TOP TOP DGE TRUSS-SIMPSON H2.5A R-09 INSL R 1"X10"FASCIA 2"X2"CONT SOFFIT T 5!8"'X'GYP BD. y ACCESSIBLE eT &$PLASH 2"XB"9U8 fA3CIA 1''4" VENTED SOFFIT REFRIGERATOR DR —� HURRICANE SIMPSON EA END OF z - r-- PL LAM DR / 2"XB" EATRUSS-SIMPSONH2.5A t o `Y (1181MPSON LPT4 EVERY MTL LINTER DR " TOP \ i- CHHERBLOCKTOTOP (1 SIMPSON AT 4r O.C.(MAX DRAG STRUT SU ORT INSUL. CHORD OF TRUSS TRUSS TO TOP PLATES OF S�EARWALL H.W.&DRAIN i FINISHED \�PETRUSSWITHTOPC DR FINISHED 61/2"FOR OUT LOOKERS. 24" SEE HC NOTES 30"OPEN SIDING ON TYVEK WRAP ON 7116" COMPOSITTRIM ° FOR SURROUND 30"OPEN 71 7t WORK OSS ON 2"XS"STUDS AT 16"O.C. WORK 0 SPACE W/R-27 INSUL INCLUDING 2"RIDG10 SIDING ON'TYVEK WRAP ON 7/16" A BLOWN FOAM INSUL.AND 3"HIGH R OSB ON 2"XB'STUDS AT 18"O.C. 0n INSUL BATT. BLOWN FOAM INSUL.AND 3"HIGGH R ME .SUPPORTS 5/8"7C GYP BD ON.004"VAPOR BARRIER, SEE SC EHEAR DUL INSUL GATT "+- 54"+/- 15" 38"0 C.MAX& 24" m NAILING:6d WALLBOARD NAILS AT 4"O.C. B"XB"COL 618"N GYP SO ON.004"VAPOR BARRIER, @ ENDS SHEAR WALLEDGE AND FIELD. NAILING:6d WALLBOARD NAILS AT 4"O.C. 9'-10"+/- _ -SEE SCHEDULE----' WALL SHEATHING NAILING:Sd AT EDGE AND FIELD. 8"O.C.AT EDGE AND 12"AT FIELD. WALL SHEATHING NAILING:8d AT UNLESS NOTED OTHERWISE ON S•O.C.AT EDGE AND I2"AT FIELD. CABINETS @ COMMUNITY KITCHEN SCALE:3/8"=l'-0" THE SHEAR WALL SCHEDULE. -UNLESS NOTED OTHERWISE ON --- TREATED 2"XB"PLATE WITHANCHOR BOLTS THE SHEAR WALL SCHEDULE. NOTE: AS TREATED AR PLATE TREATED Z%6"PLATE WITH ANCHOR BOLTS PROVIDE 4"WIDE PULLS @ALL DOORS&DRAWERS FINISHED FLOORINWALG ON 4SCHE"CONC.SLAB W/ AS PER SHEAR WALL SCHEDULE. BXB W 2.9 W 2.9 W.W.F.REINFORCING ON FINISHED FLOORING ON 4"CONC.SLAB W/ 12" 6 MIL V.B.ON 2"RIGID INSUL ON 1"COMP. 4"CONC PATIO SLAB SAND ON 4"COMP GRAVEL FILL. SLOPE AWAY FROM BXB W 2.9 W 2.9 W.W.F.REINFORCING ON BLD'G MIN AY TIE TO 6 MIL V.B.ON 2"RIGID INSUL ON 1"COMP. 12" 30" 30" 30" 30" SAND ON 4'COMP GRAVEL FILL. 1� FND B 012°%X12" —�— / \ to O / I I G E s FINISH GRADE / \ // \\ // \ / \\ / \ ID" "— ,e .y 2"POIY BEAD BOARD INSUL -c f — — — — — — — I I-I14— If III=III UNDER SLAB AND TO TOP OF FTG ti =III=III — — — =� pH— —III=�II= SEE FOUNDATION PLAN AND DETAILS FOR Q F] =III=I=III III=III=III III=III=III—III—III=III=III=I . _ 2"POLY BEAD BOARD INSUL III=I — CONC FND AND FTG AND THE REINFORCING z a =III —II=III— =III—III=III—III—III II III_II—III=III UNDER SLAB AND TO TOP OF FTG s r�-- —III—II= —url II ° =1111iI III III III nl 111 lil 111 COMP EARTH N a I I II=III III III=III a = ill glu— III—III=III=III _—COMP EARTH M PL TOP& Na_ SEE FOUNDATION PLAN AND DETAILS FOR =111=III=111 EDGE(TYP.) 2 CONIC FND AND FT'G AND THE REINFORCI SECTION SCALE: 30 1'-V Q B.4 SECTION SCALE: 3/8"=1'.0' 3 SHELVING HORIZONTAL FILE "ETC'O. NOTE:SEE PREVIOUS BUILDING BECTIONS -PAINTFORADDITIONAL NOTES AND DIM. S•SHELVES BY CABINTAITET CO BY CLIE SIMPSON H2.5 EA. 1"X10"FASCIA ON GAB RAFTER U GUT CONS BLOCKING WITH T GABLE END TRUSS 1'-0" GUSTER-SEE ELEVATIONS IT FOR 2"X6"RAFTER LOCATIONS 18"GRAB BAR SHELVES A STORAGE @24"O.C. NAILING BOUNDRY-TYPICAL 2"X6" SCALE:3/8"=1'-0" is"� 1 48" 1 36" 1 38" 1 BLOCKING BETWEEN EA.2"XB"RAFTER NAILING:Bd @ 6"O.C. 12" MAX 6" 36" METAL EDGE 1,•2, 1 p'-0•+l. AND DRIP MTL ROOFING AS SPECD WITH MET EDGE z 38"GRAB ON ROOF DIAPHRAM((SEEE SCHEDULE)ON 1"X7 SUB FASCIAAON WOLING-ROOF: AT2A"O C. g BaR 2"X6"SUB FABCIA NAILING-ROOF:SdAT 4"O.C.AT EDGE �T� CABINETS @OFFICE SCALE:3/8"=1'-0- AND 6"O.C.AT FIELD. 42"GRAB BAR "� !I 2"X2"CONT SIMPSON LUS26 INVERT HANGER TOILET PAPER HHC. p8x3/4'8CR LOCKING Y VENTED SOFFIT HOLDER W = 1N'X2'PLATE COMPUTER ff1 SIMPSON LPT4 EVERY OTHER BLOCK (WELDED) CABINET COUNTER PL.TOP& PL.TOP& COMPOSITTRIM T�TOP CHORD OF TRUSS Y h TOP SUPPORT EDGE(TYP.) EDGE(TYP.) WALL SHEATHING OVER GABLE PE TRUSS WITH TOP CHORD DROPPED �+ 1/4W"LAG TOP& a END TRUSS.BREAK SHEATHING 5 112"FOR OUT LOOKERS. I. WIC SOTT.INTO BLOCKI AT CENTER OF TOP PLATE "•8" R DR. DR. R49 BLOWN INBL i 5/81'X'GYP BD � STEEL SUPPORT DETAIL �\ 3'END §, DR OPEN W/FULL AREATO BE� DR. Bd COOLERS 7.O.C. GRAB BARS @ACCESSIBLE TOILETS 18"ept�NT N.T.S. \ [LFOR SURROUND" PANEL BASEDES DR. ACIc PANEL DR. 0 2"X6'CONT.NAIL TO TOP L"L. 7a ^^ PLATES W/16d 0 12"O.C. SCALE:3/8'=1'-0" YMWMVI H.C.NOTES 18" 7'-0"+/- 24" 4 15' 32"+F i6' SIDING ON TYVEWSTUDS WRAP ON7N6" ELEVATIOOSB ON SUL INCLUDING AT 16'O.D. 1.THE DRAIN AND NOT WATER LINES AT THE BATHROOM LAV. SECTION ■ r W/R•27INSUL INCLUDING 3 HI GID 5'-2"+/• SHEAR WALL BLOWN FOAM INSUL.AND 3"HIGH R AND KITCHEN SINK SHALL BE INSULATED. -SEE scHEDUL INSUL BAIT. 2.THE OPEN AREA UNDER THE BATH LAY.SHALL BE TREATED COUNTER BUSINESS CENTER •I� AS A FINISHED AREA-IT SHALL HAVE A FINISHED FLOOR, SCALE:3/8"=V-0° OFFICE SCALE:3l8"=1'•0" ` B/8"7P GY P BD N 64"VAPOR D E_S_K BARRIER.NAILING:O .0WALLBOARD BASE,AND PAINTED WALLS AS SHOWN. NAILS AT 4"O.C.EDGE AND FIELD y m 3.ALL CABINETS AND DRAWERS SHALL HAVE"U"SHAPED HARDWARE. C, WALL SHEATHING NAILING:BdAS 4.PROVIDE ACCESSIBLE LEVER CONTROLS AT LAVAND KITCHEN SINK. Ip6 8"O.C.AT EDGE AND 12"AT FIELD. •/) -UNLESS NOTED OTHERWISE ON fo N y THE SHEAR WALL SCHEDULE. w TREATED 2"X6"PLATE WITH ANCHOR BOLTS O AS PER SHEAR WALL SCHEDULE. FINISHED FLOORING ON 4"CONC.SLAB W/ + + ABOVE FPP2' 6X6 W 2.9 W 2S W.W.F.REINFORCING ON M ABOVERE RECESS 2" § �y 6 MIL V.B.ON 2"RIGID INSUL ON V COMP. SAND N 4"COMP GRAVEL FILL, 0 LIGHT GHT S0 FINISH GRADE \ ril 3 2"POLY BEAD BOARD INSUL 42WT 42796' X � ° w =III=III III=III=III UNDER SLAB AND TO TOP OFFTG BEVELED BEVELED i a, a ° I=III=III =III=III + EDGE EDGE + 1= III SEE FOUNDATION PLAN AND MIRRO IRROR —III=II =III= DETAILS FOR CONC FND AND 9 PL.LAM. m °- ) FTG AND THE REINFORCING A TOP EDGE GAS GAS \ g9a =III=11 III—II -I= &SELASH FIREPLACE FIREPLACE COMP EARTH =III=III—III= Lav LA L— III=1�I=m= V ,1 w i u• EEXTENH OUT RECESSED BASE- N N SECTION SCALE: 3!8=1.0 1 F a LL MET.SUPPORTS wU 0- WAT SIDE WALL SEE PLAN SHEET 6"PAS�F P X HEARTH OUT a B A m O o @36"O.C.MAX& 0 o B2 N aQ < m SEE HC az ENDS 0 w� Om BASE BABE BASE •D>•�� '� NOTES FOR of SEE HC "z•KLL . z NOTES FOR EXTEND GYP HEARTH -ii 00 y SURROUND SURROUND Om N RASP OUTP. S" PAST FA E OF HEARTH OUT W N m °m y O 3'-10112" 1'-1 1!2 H AT SIDE WA 91/8' 5'-5 3/4" HC LAV-INSUL. 5,-0. 7 1"+/ •------ �'p cPRO e o +y+ A NOTE: 3,-6„ H.W.&DRAIN �/�/ m L 24" 24" Y-5"+/• COMMUNITY FIREPLACE SCALE: / THE PROJECT MUST MEET THE 2010ADA STANDARDS FOR ACCESSIBLE DESIGN SOISB ANDTHE REHABILITATION ACT OF 1973 AS AMENDED AS IMPLEMENTED BY THE 5'-5"+/. AR 452 UNIFORM FEDERALACCESSIBILITY STANDARDS"((UFAS))AND IN CASE OF ELEVATION o Sheet no.- ACCESSIBILI THE TY WILL BE COMPLIE WIT PROVIDE THE GREATEST DEGREE OF COMMUNITY CABINETS & SECTIONS frF of 1°'S�� COUNTERS @ COMMUNITY ACCESSIBLE LAVS °"' N `"` ��� SCALE:3/8"=1'•0" AS SPEC. H C LOADCEN TER C Tr01:TS 12O.240.IPh.-31k #reml I"OC.'A7ION: 0ubhouseBuildin SOFFIT - -VIAIledS 200A?2P 1Wanl Cucutt kae:r SOI IRCE Pad'Tnerunt irankmer OUTLE y143I, ----- )T+1'1'ING:. Flusb .. AIC: IOK - ---------------- - O USE: 1)SF � � � o Smokc Alarm ct a CS�-.1chchet n me' 20 1 =- _ 3 0 1,i 1aLs-.ExtaribY R cr.uasr 20 t 4 I WIP m S 2 C1 Li t' -sitc 4RE 20 I OFl OU 7 - SPA&ir 20 1' S r---, r -r IJ F2F,__________________ F2 ` 9 1 20 Li"ltis-St era PART 20 7 10 I L---JR IgE L 1 i i 20 f i ilts-fiuilcl ruprns..lir IK SR 20 1.,12 I I, , �■ 1.3 I 2 Li• is-Laun office-a5acdreiac SPARE 20 1 14 1OOCFM TIMER Is 1 20 Li hir-Lam• Vd:sher 20 1 16 I CONTROLLED f GFI n CL'G FAN-iY' .-- 17 1 2G R tnetaCS-I xtarior Sort LVashcr 20 1 18 I --`--- ---------- ® wns i ,2Q Race Ir;c°:e-Stu' ¢_ - 'Wabrr 20 30: ' El --, ® &HOUSE PANEL 2 i 1 20 1Ltf lees-Ste+ U or 30 '2 22. FrF —_ t La__7 r---1---- � _7------- \ > EI ------ 2SOFFIT :3 1 20 Rttia f 1pg-Xpi1 c4 alpRet - :2$. EI�Y WAS 100CFM TIMER —— __— _..FL 2 .7 I TA.'G PANELED VIP WL''� OUTLET 1 O RnrCr taclts-Mulndly D!'Cr 30 2. _b ^" 1 21)- Rec tact -01TiCt 28 TK 4EE5E 1 20 R Lae 1cR+I'acCKti Fc' D^iM 3C1 _ FRONT, r — DRY OR T [ +47 24) ILecC taClts''Excicise{ s 12 AT V , it rt —1 wA�sDll L,T —J GFI 1 20 km wzlcs-L-ki-sc hCatcrs 20 I :34 I BUSINESS 1 30 -Race tacics-Law-mg - LAMN Fi+.rna¢c 30 1 .6 CENTER ; ��' - sINK DRY --------- 1 1 20 tAVICS- C.LmdcnTin GTniT 4{1 2 34 LOCK04G ' aFF1 1� 1 0 S1rARF. 1 -- COMPUTER a. . CABINET TK TK TK ' , `, GFI f�1 —, I ' 1 ' i Y FL J , 40TFS ! ------ ---------- ---- ---------- ----- ATTI-- f_ — DRY I. 'tpYiCle P ratan-IacirablC handle Iilpek on smoke akamT ecrcuit bmuk ti.. L F2 -J E2 ACCESS ; r r 10DCFM TIMER '3022.7SA FU RN WH WH i��I i '-�CONTROLLED FUFIN _ CL'G FAN Low MECHANICAL E2 LOADCENTER H DWI - -- -- ------- ,; ; ;' r--- — ---- 1BTQ ¢a� TK I CL'G OUTLET FI 617L1 S: a '40.I'Mi..1W LOCAT1Oh. �'k 1Ca1 A rtFn4Rl aIIHLtk PdRe1 i I FOR GR.DR. 41A1NS: 10DA.A�din a.URa° SOI1Rc1a: Parinapualed 1Ta1iSlpnTiiSY pry G 11 GF i OPENER §AUNT cG: 1.1Bxh 717 !OX , } TIC Tt 1 C uSF.' US6 �+ � I � cL,�+ - BYF I G. E�'. 'e[',: 4 C� \ w�ug S GFI FA" - _ --F ® i I ELEC.PANEL 1 1 15 rim Alm Parking 1i1a 2�1 2 Z `�\ o�� STORAGE ,I I411�T GFI`` -- Pa I �- 3 a 20 Receptacle 1'ireii:ierromi 4 � - � ® GFI- AND g i e r a1m Alm 20 1 6 CLOSET WP wL 5 a 21). 11t1er Y r Lk r r SPARE l El1A GFI -- ,7 1 20 X 1MTD L"tteripr SPARE 20 1 N WP L 9 l 'r0 Rece Belts 1:XltriGr SP,R1_ 20 (-_ I GFI 1 FL ___,r ---_- -- - -- ------------- SO 11, 1 20 xPA1t1 BUSSES?SPACE 12' SOFFIT I FFIT OUTLET OUTLET 13 1 '4O SPARE BUSgSEDSPACPs 14: I r SS '1 20 %PARE RIUMEDSTACE It I I 6 4? ----- --------- = - A Q{11iS I 8F___ SF____ ________-_ 1.Pto+ida p nw1ockable luiTtillC 6106 m flee aliImt dreuil b(coker, LIGHT LEGEND I, m u I -SEE SPECS- 9mo I F----- l 2 TUBE LINEAR LED a I I I L_�_{J CL'GFIXTURE I I ®TK RE RLEDTRACKLIGHTING Ar I SF +SF I RC COMPACT LED 1®910 RECESSED CAN LIGHT W V 0 0 P COVERED CONCRETE PATIO -� WALL MOUNT LED ` BATH LIGHT @ LAVS d z M O CCCRT O I I COMPACT LEDBREWE 1'1 -----� I CEILING MOUNTED 6 r 9/1 I -- --'-- _ --------- OUTDOOR WALL MOUNT 11Y� tEt£PNo14E - 1 TB`(MAX) - _ - --- - - - SF COMPACT LED IGHT p6�0 Mi - I OUTDOOR SOFFIT MOUNT M O W - iTERM NCI Q �- COMPACT LED /� 1 BOX i 00 j SCALE:1/4"=V-O" EXIT/ENTRY LIGHT L o V Con LEVEL COMMUNITY ELECTRICAL PLAN EXIT LIGHT WITH EMERGENCY ® El BATTERYBACK-UP j :.' .I IE- I I -�•t - ' i = NOTES: �.. BATTERY BACK-UP EMERGENCY LIGHT WITH ��/j�� 1. PROVIDE MIN. AP ON GALVANIZED DUCT THRU ROOF SCREENED \�v GOOSENECK ORR CAP FOR EA.EXHAUST FAN SHOWN ON SINGLE HEAD LED ELEC.DRAWINGS. H.C.ELECTRICAL NOTES: H FL EXTERIOR FLOOD LIGHT METER T p PACK A K T/�{ 2. ALL SMOKE DETECTORS MUST MEET CODE USC SECT 318.3.1 �Ar / c 1jylE I�R I"�/yCr� �EItYf� 1. MOUNTING HEIGHTS FOR HANDICAPPED UNITS SCALE: NONE NOTES: SHALL BE AS FOLLOWS: 1. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT ELECTRICAL SHOP 24' DRAWINGS SHOWING LIGHTING,OUTLETS,PANEL,SCHEDULES N 4B" CIRCUITING,ETC.TO THE ARCHITECT FORREVIEW PRIORTO $ W CONSTRUCTION.THESE SHOP DRAWINGS SHALL SHOW ALL ITEMS 42- REQUIRED BY THESE CONTRACT DOCUMENTSAND THE CITY ELEC. 0T 48" r DEPARTMENT. O 2 THE SHOP DRAWINGS TO'�BE SEALED BYAN IDAHO LICENSED �— 38"TO CL N ENGINEER FRO 2. KITCHEN COUNTER RECEPTACLES AND SWITCHES 9. PROVIDE MIN.4"DIA.GALVANIZED DUCT THRU ROOF W/SCREENED SHALL BE MOUNTED ON THE FACE OF THE BASE GOOSENECK OR CAP FOR EA EXHAUST FAN SHOWN ON CABINETAS SHOWN. OI�E7 N ELEC.DRAWINGS. :R 452 NOTE: fir° to NOTE: ALL WIRING @ UNITS TO BE ADA1504 COMPLIANT. r OF i° ALL OUTLETS TO BEABOVE IB'OFFFINISHED FLOOR.ALL SWITCHES PHONE ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER' Op II wigs° JACKS SANYOTHERCENV,& ENT CONTROLS TO BELOW48" FFINISHED PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, sheet no: FLOOIN.OUTLETS SWITCHES ABOVE CABINETS TO BE 44'OFF FINISHED FLOOR OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL COMMUNITY ELECTRICAL PLAN KITCHENTOBEEM UNNTTEDONFRROONDTFACEOFNBAS CABINETS.SWITCHESAT GUIDELINES DATED WED�CH6,1991.FAIR HOUSING ACCESSIBILITY 1714 SQ.FT. SCALE:114"=1'-0" -5 , v 100 CFM O EXERCISE BXB CD 8" WALK-ENTRY SITE PLAN CONTROLLED EXT FAN DUCT 100 CFM UP TO ROOF CAP _ CONK.ENTRY 6X6 CD WALK-SEE FA T XBXB 8 C�"D / �\ WAS t66 CD 317E PLAN ENB� 1 6" \I g" 4"DIA DRYER VENT �► WAS _ W/WALLDAMPER ,- t ! rpr 8" 250 CFM RETURN AIR GRILL@CL'G \ LANDSCAPE . 1 8X8 LOADT I \ DRY FURR OUT FOR I 8" WASH 1ILAMI DRYER VENTS- Z-O`HIGH . 100 CFM I! \ 100 CFMO LED' STORAGE 6X6 CD I UP T ROOF CAP T DRY (� \ 3'0TH FLUE 100 CFM \ // THRU ROOF 8 6X6 CD 600 CFM RETURN AIR GRILL CL'G H Ir�I y T -_----____- FURN � \/ � T LOUNOE UM ME 250 CFM RETURN AIR ORIL--- I Hill. 8 0 FRESH AIR OWN FROM EXHAUST FAN W/ g" ROOF I TO RETURN AIR 4"DIA DUCT UP TO FURN AS REO'D BY COD ROOF CAP I /,` / FM FM 6.CCDD I I 1Ka TOEEP \ (50 CFM 1 BXB CD \� 100 CFMS50 CFM TODGE \X6 CD 8" / 0 6" I BXB CD I CLOSET \ / \ / EXHAUST FAN W/ DUCT UP TO EXHAUST FAN W/ ROO ROOF CAP DUCT UP TO ROO ROOF CAP al AMC �90 COVERED CONCRETE PATIO III 0 COMMUNITY PLAN SCALE:1/4"=1'-0" FURNACE. GAS,FORCED AIR UP-FLOW UNIT 40,000 BTUH MIN.OUTPUT 0 AIR COND- 4 TON 48,000 BTUH MIN.OUTPUT O r O N ALL VENTS TO BE SMOOTH MTL. I 'O OR PVC TYPE DUCTS I 4a5�o PROFT o dNl NOTE: gOISF(h ALL CONSTRUCTION MUST COMPLY WITH THE TEDERAL REGISTER' /�• R-452 PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, sheet no: OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL COMMUNITY HVAC PLAN 'rF oP 1°p OPPORTUNITY-24 CFR CHAPTER 1-FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,1991. 1714 SQ.FT. SCALE:1/4"=1'-0" 66 w c OUT-FLOW TO MAIN SEWER E LINE-LOCATION VARIES O SEE UTILITY SITE PLAN FOR g EXACT LOCATION ON EACH BUILDING. 1 1/2"BLO'G WATER LINE FROM MAIN WATER SUPPLY 4"COTG Pit 4" 4 WASH P ma 2' -00 ,p.) 4 12" I .1 ENTRY O fiCE Y• P-10 3"FLOOR DRAIN 4. 3/4' UY WASH Y P 10 3/4' 4 12 Elio P-13I ' 3/4' 111T WATERLINE (� f( UP FROM SLAB SHUT OFF VALVE SFURN i.� LOUNGE 14 I 3/4" P-14 HALLI __3' l DRAIN i__---_-___- r , MECHAMCILL 112" 3/4" 314" I I P-S i II,� 11(2" 1 I`1/2" 112" i/Y I _ \\ i I P5 TOILEr ° 12" I \ I 3/4" TOILET P-S P-S ___._-_____ 2'VTR 2"VTR P-11 3'COTG Q`1 I, ��40 L m� �900 COMMUNITY PLAN c: �y SCALE:1/4"=l'-O" Ip P 0 N PROF . NOTE: eas O ALL CONSTRUCTION MUST COMPLY WITH THE TEDERAL REGISTER' R PART A OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL r �o sheet no: OPPORTUNITY-24CFR CHAPTER 1-FINAL FAIR HOUSING ACCESSIBILITY COMMUNITY PLUMBING PLAN °�GUIDELINES DATED WED.MARCH 6,1991. Al..w1� 1714 SQ.FT. SCALE:1/4"=V-0" B-T1, RECEIVED p,+,AY t 3 ZDt5 CITY U' ;ALL9 s1� DIhJ D'PT• ! ems• . THECONTRACCTOR SHALL HAVE A CURRENT SET OF CONSTRUCTION PLANS STAMPED BY THE ENGINEER W9 ALL'COON TRRU�ON AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STANDARDS,THE 2012 FIELD STREAM APARTMENTS WITH AN APPROVAL STAMP BY THE CITY AND DEQ AT THE WORKSITE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE UNIFORM PLUMBING CODE,THE CITY OF TWIN q 2. ALL CONSTRUCTION SHALL CONFORM TO THE 1012 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, FALLS AND ALL OTHER MBUCABLE AGENCIES ONTENTS OF THESE SHOWN.IT SHAD BE THE RESPoNSIBILIIY Lot 1 Block 1 WS&V Subdivision First Amended Twin Falls Idaho V o• , OF THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE STANDARDS. f f f f THECITY OF FALLS AND ALL OTHER LOCAL,.STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE CI TWIN UNLESS OTHERWISE SHOWN. 2. ANY CONFLICT WITH EXISTING UTILITIES SHALL BE IMMEDIATELY CALLED TO ME ATTENTION OF THE ENGINEER. �� - 5. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PRO- 3. COMPONENTS,MATERIALS AND DISINFECTION CHEMICALS INCORPORATED INTO POTABLE WATER SYSTEM °' v PERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND OR DEPOSITION OF DEBRIS INSTALLAPONS,INCLUDING SERVICE LINES,MUST BE COMPLANT WITH ANSI/NSF STANDARD 60/61. Site Data------ -- Legend: I X R RESUEACHLTING SUBCONTRACTOR,SHALLM ANY AND BE RK IN RESPONSIBLEFOR THE C F WITH AN-UPNAND REMOVAL FROM STRUCTION.THE ETJOOB�fTE 4. ALL FITTINGS,SERVICE LINES,VALVE BOXES AND LBS,SHALL BE OF MATERIALS AND CONSTRUCTION OWNER THE HOUSING COMPANY IRRIGATION: IRRIGA710N WATER SHALL BE DELNERED'THROUGH EXISTING PROPOSED p" ANY TRASH OR EXCESS MATERIAL CREATED BY THE PERFORMANCE OF THEIR WORK.SUCH MATERIAL SHALL APPROVED BY THE CITY OF TWIN FALLS.FLOW-MEASURING DEVICES INTENDED FOR POTABLE USE SHALL BE PLACED IN A OUMPSTER OR SIMILAR DEVICE PROVIDED BY THE CONTRACTOR OR TRANSPORTED.FROM BE NSF CERTIFIED PRIOR TO INSTALLATION. P.O.BOX 6943 PRESSURIZED PUMP STATION.LOCATED OFF SITE. SUBDIVISION BOUNDARY LINE 0 THE JOB-SITE. 5. CONTRACTOR SHALL PROVIDE APPURTENANCES TO PERFORM PRESSURE TEST AND DISINFECTION AS BOISE,ID 83707 STORMWATER STORM WATER FOR PROJECT SHALL BE DETMNED LOT LINE bite r REQUIRED BY STANDARDS. (208)331-4711 ON SITE. STREET.CENTERLINE 4. RECORDED AND/OR FlLED SURVEI'MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT IT IS THE CONTACT'KATHRYN ALMBERG CONTRACTOR'S RESPl7NSI81LfTY 70 PROTECT OR HAVE REPLACED ANY DISTURBED/DESTROYED MONUMENTS. 6. CONSTRUCTION SHALL NOT INTERRUPT SERVICE WITHOUT PRIOR CITY APPROVALS AND PROPER NOTIFICATION. SEWER: PUBLIC EASEMENT(SEE PLAT) W TEMPORARY SERVICE FEEDS MAY E REQUIRED AND MUST HAVE PRIOR AGENCY.APPROVAL.ANY SHUT-OFF ENGINEER: EHM ENGINEERS,ANC, 5. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NEW OF WATER SERVICE DURING INSTALLATION OF NEW SERVICE AS WELL AS ACCESS AND OTHER U77UTY FEEDS 621 N.COLLEGE RD.,SUITE 100. WATER: PUBLIC WATER MAIN -W 6"- -W-8"- CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE INGRESS AND EGRESS.. TO EXISTING ADJACENT FACILITIES SHALL BE COORDINATED WITH AFFECTED.USERS BY THE CONTRACTOR TWIN FALLS,'M 83301 SETBACKS: ALL BUILDING AND YARD SETBACKS WILL BE IN FIRE LINE -FL B"- QN) TO AVOID THE LEAST POSSIBLE INCONVENIENCE TO ADJACENT FACILITIES.uNDFR NO CIRCUMSTANCE (208)734 4888 ACCORDANCE WITH THE CURRENT C.O.T.F. SEWER MAIN 6. THE CONTRACTOR SHALL REMOVE AND SORT ALL Ohl EXCAVATED NATIVE MATERIAL AND USE SUITABLE SHALL EMERGENCY VEHICLE ACCESS B€INTERRUPTED i0'ANY ADJACENT PARCEL.' CONTACT RM VAWSER ORDINANCES AND P.U.D.AGREEMENT PRESSURE IRRIGATION 4"PI 4"PI MATERIAL AS NEEDED WHERE FILL IS S AUIREO.FILL SHALL GI PLACED AND COMPACTED UI METHODS W 9 APPROVED BY THE CITY OF TWIN FALLS AND THE DESIGN ENGINEER.ALL S7RIPINGS NOT SUITABLE FOR 7. ALL UTILITY SERVICE FEEDS SHALL BE VERIFIED FOR CONFORMANCE WITH THE ARCHTECT'S PLANS.THE EXISTING USE: AGRICULTURAL EASEMENTS: AS DEPICTED ON FINAL PLAT 'STORM DRAIN 8'SD iq FILL SEAL E USED AS DIRECTED BY THE ENGINEEER OR DISCARDED OFF-SITE AT THE CONTRACTOR'S CONTRACTOR SAW.EXTEND ALL UTILITY FEEDS TO WITHIN 5'OF THE BUILDING AT THE ARCHITECT'S PROPOSED USE MULTI-FAMILY RESIDENTIAL DEV. LANDSCAPING: 21,780 S.F.(10%)PER PUD AGREEMENT PERFEROTED PIPE B"PP EXPENSE.REMOVAL OF SUITABLE MATERIAL NOT NEEDED ON SITE SHALL BE COORDINATED MTN THE OWNER. TIE-IN POINTS o0 EXISTING ZONE: R-6,PRO,P.U.D. PROVIDED:99,927 SQ.-FT. STORM DRAIN OVERFLOW _ 6-OF o '•. 7. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF'THE-CONTRACTOR ONLY.THE 8. MAINTAIN36"MIN.COVER OVER ALL MAINS AND 42'MIN.COVER OVER ALL SERVICE.LINES. ".,,,,, �, _ G'• Z�. ++ CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER PROPOSED ZONE: NO CHANGE PARKING: REQUIRED: 8 STUDIO&12 1-BEDROOM=40 SPACES STANDARD CURB&GUTTER __._ ._...._..... ._____ „, N � q BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR NOT IN THE LOCATION SHOWN 9• AN APPROVED BACKFLOW PREVENTER SHALL E INSTALLED ON FIRE UNE(S). VARIANCE: NONE REQUIRED 20 2-BEDROOM 40:SPACES MODIFIED CURB -- J ON THE PLANS.THIS INCLUDES ALL'SERVICE LATERALS OF ANY KIND. 10. ALL DRYWELLS SHALL BE INSTALLED.TO MAINTAIN A MIN.SEPARATION OF 25'FROM POTABLE MAINS. 20 3-BEDROOM=50 SPACES BENCHMARK; SHOWN 1 COMMUNITY BLDG.(1711 SF)= 10 SPCS. STANDUP CURB B. AFFECTED UTILITY COMPANIES SHALL E NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR TO THE 1 f ALL APPLICABLE MATERIALS INCLUSIVE OF RESILIENT$EAT GATE VALVES TO E LOW LEAD'COMPLIANT UTILITIES: UTILITIES WILL BE LOCATED TOTAL PARKING REQUIRED = 140 SPACES . FENCE COMMENCEMENT OF CONSTRUCTION.CALL'DIGUNE'.48 HOURS PRIOR TO BEGINNING WORK.COORDINATE' - TIE-INS WITH APPROPRIATE UTILITY COMPANIES. (A MAX.OF 0.25X LEAD BY WEIGHT)AND MUST BE UTIIIZFD'WHERE`APPLICABLE DURING CONSTRUCTION, UNDERGROUND AND SHALL INCLUDE PROVIDED: 137 STANDARD SPACES/6 ACCESSIBLE CONTOUR LINE 9. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT ALL E14S77NG IMPROVEMENTS FROM 1Z CONTRACTOR SHALL INSTALL HYDRANTS AND THRUST BLOCK SYSTEMS IN ACCORDANCE WITH THE IDAHO POWER,CENTURY LINK, QO O DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL E REPAIRED AFOREMENTIONED CONSTRUCTION STANDARDS. INTERMOUNTAIN GAS,AND CABLE TV SEWER MANHOLE 70 THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. 13. POTABLE&NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA RULES AND REGULATIONS FIRE HYDRANT Y AS NOTED WITHIN THESE PLANS. GATE VALVE b4 Pw 'wince 10. ALL CHANCES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND.THE CITY ENGINEER.THE ENGINEER PRESSURE IRR. DEVICE O O 4q�e..Ya41Nv' TAKES NO RESPONSIBILITY FOR ANY DE+AATBNS FROM THESE PUNS.UNLESS AUTHORIZED,IN WRITING, 'kI BY THE ENGINEER. ICSC11nP' PRESSURE IRR.VALVE ® ® Water Main C If. IDAHO CODE 39-118 REQUIRES IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(IEQ)APPROVAL PRIOR PRESSURE IRR. RISER TO CONSTRUCTION.IT IS THE CONTRACTOR'S'RESPONSIBILITY 70 INSURE COMPLIANCE. A. Clean and disinfect water-distribution piping as follows: LIGHT POLE ;( 12. THE CONTRACTOR SHALL VERIFY DRAWINGS FOR CONFORMANCE WITH.THE ARCHITECT'S PLANS PRIOR TO 1. Purge new wader-d°stdbuton piping systems and parts of existing systems that have been offered, .TELEPHONE.RISER PROCEEDING WITH ANY PORTION OF CONSTRUCTION.ANY CONFLICTS'SHALL BE VERIFIED BY THE extended,or repaired before use. WATER SERVICE -Q Qw - CONTRACTOR AND IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR FURTHER DIRECTION. Z Use purging and disinfecting procedure prescribed by authorities having jurisdiction or,if method is SEWER SERVICE. -E-4" ail I - not Prescribed by authorities having jurisdiction,use procedure described in AWWA C651 or do as 13. CONTRACTOR'SHALL COORDINATE WITH THE OWNER REQUIREMENTS FOR ITEMS SUCH AS LIGHT POLES& described in ISPWC or as follows: CATCH BASIN Il° 'i: l @ A-1 ,;,aq� FIXTURES,LANDSCAPING,ETC.,AS WELL AS THE THE PLACEMENT OF CONDUITS FOR ANY SUCH ITEMS a. Fill system or part of system with water/chlorine solution containing N Asest 50 pped of STORM DRAIN RISER �ii) �... 14. ALL UTILITY CROSSINGS OF GRAVITY MAINS SHALL BE POTHOLED PRIOR TO PROCEEDING.WITH�CONST. chlorine;isolate and allow to stand for 24 hours. STORM DRAIN AREA DRAIN of aa// TO VERIFY POTENTIAL CONFLICTS. b After standing time,flush system with clean,potable water unlit Me chlorine remains in water 15. CONTRACTOR SFA.L INSTALL PIPE BEDDING AND TRENCH SYSTEMS IN CONFORMANCE WITH THE coming from system. DRAINAGE ARROW 'AFOREMENTIONED DESIGN STANDARDS. c Submit water samples in sterile bottles to outhonYies having jurisdiction.Repeat procedure if biological examination shows evidence of cantnmbial 16. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILL OUT AND SUBMIT A NOTICE'OF INTENT(NOI)TO EPA d Two biological earl must be collected from each sample location twenty-four hours apart AND HAVE A COPY OF THEIR POLLUTION PREVENTION PLAN AVAILABLE AT THE JOBSITE'PRIOR TO CONST. and be deemed bacteria absent by a sell had lob prior to potable operation.If one of the p n- �y SEE WEBSITE http://efpub.epa.gov/npdeslstorm-terlcgp.cfm.QUESTIONS REGARDING THIS REQUIREMENT examples is found to be bacteria positive at a location then two consecutive clean samples U�tY Q_DM [lY Wnmcm Shwit'Ink MAY BE REFERRED TO MISHA VAKOC OF EPA AT.(206)553-6650.. collected twenty-four hours apart must be:obtained from that Aocation before public use.' IDAHO POWER IDAHO POWER INTERMOUNTAIN GAS COMPANY Q-WEST CABLE ONE PROJECT MUTUAL TELEPHONE COVER SHEET Sheet C-1 B. Prepare reports of purging and disinfecting achvi6ea " P.O:BOX 1946 308 SHOSHONE Si.E,STE.4 JOINT TRENCH COORDINATOR SYSTEM DESIGN TWIN BLUE LAKES BLVD.1 P.O.BOX 587 HORIZ.'LAYOUT & SITE UTILITY Sheet C-2 Flushing Note:Flushing shall occur from a fire hydrant of the north and of construction and carried in o P.O.BOX 8 P.O.BOX 8 TWIN FALLS,IDAHO 83301 TWIN FALLS,IDAHO 83303 TWIN FALLS,ID.AHO'83303 TWIN FALLS,IDAHO 83301 fire hoe that discharges into a new retention basin or swale'or disposed of in'a water TWIN FALLS,IDAHO 83301 TWIN FANS,IDAHO 83301 1-208-737-6314 1-208-733-0278 1-208-733-6230 1-208-430-1294 SITE GRADING & DRAINAGE - Sheet C-3 truck transported offal to an approved location. 1-208-316-1544 1-208-736-3478 LANCE McBRIDE .BRAD MCNEW RON BURNS STEVE ANDERSON ENLARGED GRADING DETAILS Sheet C,4 GEORGEKNAUPE ROD LANCASTER : 4. VERIFY ALL UTILITIES SHOWN BY FIELD LOCATES WITH DIGLINE LOCATIONS SHOWN TAKEN FROM UTILITY COMPANY MAPS AND/OR RECORDS. SITE SEWER PROFILES Sheet C-5 w - Sanitary Sewer Notes - IIDAPA 58.01.08542.07 d MISC. SITE DETAILS Sheet C-6 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STD'S.,THE 2012.IDAHO Separation of Potable, Non-Potabh and Raw Water Plpellnes '+S�±COY Conta�% FIELD STREAM WAY CONST. Sheet C-7 STD, S.FOR PUBLIC WORKS CONSTRUCTION,THE CITY OF TWIN FALLS AND ALL OTHER APPLICABLE AGENCIESq UNLESS OTHERWISE SHOWN,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THE 07, separation of Potable.Non PotaEle,and Raw Water Pipelines. The requirements for the CITY FIRE DEPARTMENT - BUILDING DEPARTMENT SOUTH CENTRAL PUBLIC HEALTH CITY ENGINEER IDAHO DEPT.OF ENV.QUALITY(IDEA) EROSION & SEDIMENT CONTROL Sheet C-8 345 2nd AVENUE EAST '324 HANSEN STREET E. 1020 WASHINGTON ST.N. 324 HANSEN STREET E. 650 ADDITON AVE.W.,STE. 110 CONTENTS OF THESE STANDARDS. protection of potable mains from contain nation by non potable Qpelinea are described in Subsections 54207.a' PLAIN FALLS,ID 83301 TWIN FALLS,ID 83301 TWIN FALLS,IDAHO 83301 TWIN FALLS,ID 83301 PAIN FALLS,10 83301 2. ALL TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH STANDARDS. through 54207.c.For the purposes of Subsea,,542.07,the term pipeline apples.to loth mains d es The Department will use the Memorandum of Understanding withthe Plumbing Bureau as guidance n determining the 1-208-735-7232 1-'208-735-7288 1-208-737-5900 1-208-735-7273 1-208-736-2190 P1YI]CCt' Butch MarIC 3. ALL SEWER MAINS AND FITTINGS TO BE CONSTRUCTED OUT OF ASTM 3034-89,BOB 35 PVC PIPE• relative responsibilities for reviewing service linen.The conditions of Subsections 542.07.a.and 542.07.b.shall apply' JIM AUCLAIRE CRAIG PAUL JACKIE FIELDS BRAN REED TWIN FALLS BENCH'MARK'NUMBER 1658/HYDRANT NUMBER 4048-2759' W - to all potable wrvces constructed or reconstructed after April 15,2007 and where the Department or the QLPE is the (3 4. POTABLE&NHIN THESE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA RULES AND REGULATIONS swing authority,Raw water pipelines must be protected from contamination from non-potable pipelines,and- 'B'BOLT ELEVATION=3650.36/LOCATED AT SW.CORNER'OF FIELD `� AS NOTEIT WITHIN THESE PUNS roust not contaminate table pas pipelines.They shall therefore meet equivalent separation d'stancea shown below STREAM WAY AND NORTH COLLEGE RAOD. from either potable or non-potable pipelines (4-4-13) DO NOT SCALED ING \ Pressure IrtTgatlOn Note a. Parallel installalim requirements. (5 8-OB) CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSION I. Potable mains in relation to non-potable mains. (5-8-09) THE JOB SITE AND N I. ALL CONSTRUCTION AND MATERIALS SEAL E IN ACCORDANCE WITH TEN STATES STD'S.,THE 2012 IDAHO i'. •d#- I ENGINEER OF ANY DI SI L _ STO'S.FOR PUBLIC WORKS CONSTRUCTION,THE CITY OF INN FALLS AND ALL OTHER APPLICABLE AGENCIES (1) Greater than tan(10)feet separal n:no additional requirements. -(4-4-13) > ERRORS,OMISSION is- UNLESS OTHERWISE SHOWN.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR i0 E AWARE OF THE OR FABRICATING BEFORE. NO CONTENTS OF THESE STANDARDS. (2) Ten(10)feel.to six(6)feet aeparolan:aepmets trenches with the bottom of the potable main above , OR FABRICATING ANY W the top of the ran-potable main,and non potable again constructed with potable water class pipe. (4-4-13) 2. ALL TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH STANDARDS. WATER WE wswwaes: (3) Lew than six(6)feet separation:design engineer to submit data to the Department for review and 1. 3. ALL PRESSURE IRRIGATION MAINS AND FITTINGS i0 BE CONSi.70 CITY OF TWIN FALLS SIDS. SPECS. approval showing that this installation will protect public health and the environment,'non-potablef main to be s I' 4-1-15 ACCESSIBL UTES 4. POTABLE&NON-POTABLE MAINLINE SEPARATIONS.SHALL CONFORM TO IDAPA RULES AND REGULATIONS constructed'of potable water class pipe,and with the bottom of the potable main above the tap of the non-potable RATER OINAEBLE.' 6 Fr. &DETAILS CLARIFlE ale AS NOTED WITHIN THESE PLANS, - main. (4-4-13) NPNL Q REVISED 5-19-15 5. PIPE LOCATING WIRE AND IDENTIFYING TAPE SHALL BE INSTALLED WITH ALL PRESSURE IRRIGATION MAINS. (4) Non-potable maim are prohibited from being located in the same trench as potable mains ;+ CITY REVIEW LOCATING WIRE AND TAPE SHALL BE INSTALLED PER ISPWC SECTION 901 IN ADDITION TO THE CITY OF (3-30-07) j H { 1 FT. TWIN FALLS PRESSURE IRRIGATION STANDARDS.ALL MAIN-LINE PIPING AND APPURTENANCES SHALL BE BE IN ACCORDANCE WITH THESE STANDARDS. (5) Pressure wastewater mains or other pressurized mains or Knee containing non-potable fluids shall be m closer horizontally than ten(10)feet from potable mains. (4-7 11) W //�� p� TT��,,_�__�� New potable services m relation to non potable services,new potable services in relation to non- WATER LANE V17AV�ty Irngaaon 6t LlAlllElge Notes potable mains,and new non-potable services in relation la potable mains. (5-8-09) .� �� ° Vicinity Sketch- - - -- arwww (1) Greater than six(6)feet separation:no additional requirements based on separation d.W(nge• \ ZONE 1 ZONE 2 ZONE 3 c; 1. ALL CONSTRUCTION AND U47FRALS SHALL E IN ACCORDANCE WITH THE TWIN FALLS CANAL CO.,THE 2012 '(5 8-09) l4AL f t' IDAHO SIDS.FOR PUBLIC WORKS CONSTRUCTION,THE CITY OF TWIN FALLS AND ALL OTHER APPLICABLE w DISTAN IS S'ARE HORIZONTAL C'pdrq v JCE Sr• AGENCIES UNLESS OTHERWISE SHOWN.IT SHML E THE RESPONSIBILITY OF THE CONTRACTOR TO BE (2I Lass than six(fi)lest separation:design engineer to submit data that this installation will protect VERTICAL'cx SEPARATION REQUIREMENTS 'HORIZONTAL SEPARATOR REODIREMENiS "� '{' AWARE OF THE CONTENTS OF THESE STANDARDS. public Ill and the environment and non-potable service constructed with potable water class pipe..(5-8-09) 2. ALL TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH STANDARDS. (3 New potable services are prohibited from being located in the same trnch as non-potable maim or ZONE 1:A),WATER AND NPWL MUST BE SEPARATED BY AT ZONE 1: NO SPECIAL REQUIREMENTS. CANYON RIM RDA tAt,A,'24 3. ALL MAINS,FITTINGS,AND STRUCTURES.TO E CONST.TO TFCC&CITY OF TWIN FALLS STD'S.&SEC'S. non-potabe services (5-8-09) LEAST 18 INCHES AND 0).ONCE FULL,UNCUT ZONE 2:A)NO SPECIAL REQUIREMENTS FOR POTABLE OR ALL MAINS AND FITTINGS TO BE CONSTRUCTED OUT OF ASTM 3034-89,SDR 35 PVC PIPE. b. Requirements for potable water mains or servces crossing non-potable water mains or wrvcea LENGTH OF PWL AND NPWL PIPE MUST BE 'NON-POTABLE SERVICES. (4-4-13) CENTERED ON THE CROSSING SO 7H4T THE B)WATER AND NPWL SEPARATED BY AT POLE LINE RD.W. GyrerEO�F��'p� 4: POTABLE&NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA RULES AND.REGULATIONS JOINTS ARE AS FAR AS POSSIBLE FM'THE LEAST 5 FEET AT OUTSIDE WALLS. POLE LINE RD W. L.IF'sm• AS.NOTED WITHIN THESE PLANS. I. If there is eighteen S18)inches or more vertcal separation with the potable water pipeline above the _ CROSSING AND C)WATER AT LEAST 18 INCHES HIGHER IN non-potable ppelne,then the potabe pipeline Ants must be as for as possible from the non-potable water pipelim. ZONE 2:A)ONE FULL,UNCUT LENGTH OF BOTH PWL AND ELEVATION THAT THE NPWL PROJECT (p_77_11) NPWL PIPE MUST BE CENTERED ON THE WATER TIGHTNESS. CROSSING SO THAT THE JOINTS ARE AS FAR AS d�tWfs 1. If there is a hteen(18)inches or more vertical separation.with the potable water pipeline below the AND EITHER 0)NPWL CONSTRUCTED TO WATER MAIN - Pfl0w0 ' Design P pipeline p 'pdi P P pia i POSSIBLE FROM THE CROSSING.. w 1/CJI Cntena: non-'.table a then the e astable ppi through u tits most s as far ae aapible from the-potable el tie and th@@ T FOR WATER AND PRESSURE TESTED 8 N.COLLEGE RD.W. ' nompotable pipeline must be aupportedlhrough the crossing to prevent seNling. (4-7-11) AND EITHER B)NPWL MAIN MUST BE CONSTRUCTED 70 FOR WATER TIGHTNESS.. ALL CONSTRUCTION SHALL E IN CONFORMANCE WITH THE 2012 EDITION OF THE INTERNATIONAL BUILDING CODE WATER MAIN STANDARDS AND PRESSURE 5Q2 scw I.VAWSER Less than eighteen(18)inches vertical separation: (5-8-09) TESTED FOR WATER TIGHTNESS FOR A OR E)SITE SPECIFIC REQUIREMENTS N 'SOIL BEARING CAPACITY=1500 PST ALLOWABLE ASSUMED,70 BE VERIFIED BY CONTRACTOR.NO CLAY OR HORIZONTAL DISTANCE OF 10 FEET ON APPROVED BY EG• z ewr NON-ENGINEERED FILL BEARING SOILS ALLOWED.FILL BEARING SOILS MAY EXIST AND THE CONTRACTOR SHALL (1) Potable pipeline to tit to be as far as possible(ram the non-pola6l pp 1 e;and either. (5-8-D9) BOTH SIDES OF CROSSING. �gF �j I.V DETERMINE THE QUALITY AND COMPACTION OF THESE SOILS.ALL FILL SOILS TO BE COMPACTED'TO 98%WITHIN (a) Non-ppootable pipeline constructed with ppolable water claw pi, for a minimum of ten(10)feet OR C)EITHER THE NPWL'OR WATER LINE.OR BOTH ZONE J.LNOT ALLOWED WITHOUT DEC WAVER: 4000 N ROAD ' .FALLS AVE W 3 5'FEET OF THE EXTERIOR OF THE BUILDING PADS AND 95%IN ALL OTHER AREAS OF MAXIMUM DENSITY AS ether side of patch.pipelne with a single twenty(20)feat section of potable water class Pipe centered an the MUST BE ENCASED WITH A SLEEVING °re FEBR DETERMINED BY A STANDARD PROCTOR AT OPTIMUM MOISNRE AND PLACED IN 8`LIFTS, crossing;or (5-8-tog) MATERIAL ACCEPTABLE TO DEQ FOR A' NOTE: SANITARY.SEWER FORCE MAINS MUST HAVE HORIZONTAL DISTANE OF 10 FEET ON BOTH 'MIN.10'HORIZONTAL SEPARATION AND 18' (b Sleeve non-potable or potable p'pelm with potable wale class VAps for ten QO)feel ether side of SIDES OF THE CROSSING. VERTICAL SEPARATION.ZONE 2 AND ZONE 3 SCw'a .THE.ENGINEER IS NOT RESPONSIBLE FOR ANY DEVIATION FROM THESE STANDARDS UNLESS SUCH CHANGES ARE crossing.�as of hydraulic cementitlous moterals such as concrete controlled density III,and concrete slu ZONE J: SANE REQUIRENENTS AS ZONE 2EXCEPT THE PLACEMENTS ARE N07 ALLOWED WITHOUT A AS WN AUTHORIZED IN WRITING BY THE ENGINEER. encase ent is not allowed as a,substitute for al giving. (5 e- ) ) NPWL ALSO MUST BE SUPPORTED ABOVE THE WAIVER GRANTED BY DEQ. N (2) If potable Pipelineis below on-potable Dipelim,the non-potable pipeline also be sp7ported CROSSING TO PREVENT SETRJNG. FILER AVE.W cwo n¢ 53 14 1 !w_n�i C_„T�yy��,,_ through We rasaing to prevent setting `5-a-OB) ZONE 4.) SAME REQUIREMENTS AS ZONE f EXCEPT THE �ua+A W 1 Ul 1`^"'.w v Pressure wastewater mains or otherpressurized mains or nee containing non-potable fluids shall NROS MUST ALSO ID SUPPORTED ABOVE THE ,sea rvo. 1. ALL MATER14L SAMPLING AND TESTING SHALL BE ACCOMPLISHED BY THE ENGINEER OR A LABORATORY be no closer vertically than eighteen(18) h f om potable mains. (4 7-11) CROSSING TO PREVENT SETIIJNG. 531 D INDEPENDENT OF:THE MATERIAL'SUPPLIER APPROVED BY THE ENGINEER. a. Existing potable ces in relation to new non-potable mane exstiny--portable c s in n• . relation t new pollable m and exiaGng potable werviees in talcum to new n potable services'ah ll meet the +nuz+axu+C JCp.»-..t1On E�CIMIl requirements al Subsection 542.07b.,where practical,based an cost;construion factors,and pubic health s'gnfeance If the Department detarmnes'that there are significant health n erns with these wervices,such as Per 2012 ISPWC SD-407 C - whom a larg ex ring service serves an apartment building or a shopping cents then the design shall wnform with section 54 Sub207.b.. (5-8-09) I oM E Lot 2 IRRIGATI N DITCH oMo $ TO BE I IPED U o u -- S 89 59 36'E 484 30' -- - --- ---- -- -� N -- -- --.... --- cl F __ _ ------- -„ I ` \` ---- --- _ _ 3640 L ~- 12 PP _- • RET AREA C-12 PP - ! - J R�a EISEYFM��\ �\ •SD2 - -12 P - - -..I SDI -11 �S -7 -- - A --'q-- --- ---- ------ •_ A �\ REi. AR A-.. J g D 5 H B BLD 2 SCdI� IN = .�l DFFE 35 w FF 1.70 V` �`f' .. ..,..,- ICI gg _ - -BLOC 4 L 's� B o BL G. 1 °� ` • c�Nm FFE'72:45.� - - 14.s D D BLDG.3 �'F FFE 41.50 W W^ E FFE 42.35 A C e m Cg .,�;: . .. A (1)441 Z o r LRllft -0. °�DA WU _;. 1 ;t� WI 92 5D4 POTABLE WATER DYED NOTFF,M C �- �- _._. - - - -- --- - (ALL WATER METER LOCATIONS ARE TO FACE OF BOX) ® CB3 8 _ - ,,.. I VERIFY WITH MECH. SIZE OF SERVICE LINE TO BUILDING FROM METER AS WELL AS ENTRY LOCATION. M j M �. l V 5 M - -IM VERIFY WITH FIRE SUPPRESSION DESIGNER SIZE OF FIRE LINE REQUIRED AND BLDG.ENTRY. -• - W q O i KEY LOCATION(TIE-INS APPROX. CONSTRUCTION DESCRIPTION: 8" 8 M DIRT ROAD ) 'v MH FSf MH FS2 M N '� e J641 F 'I �' W1 N21065.26 E18697.93 END 10°WATER MAIN-PLUG AND CAP DRY it, W32wJo wzv��annv wJ wzl / W2 N20915.27 Ef8697.91 TIE-IN TO EXIST 10"STUB TO SOUTH INSTALL ' ____ 8 W •I r` - - -- -1°°- rARuuvclnnm "• 8 W w• --- 10"x10"x8"TEE& 1- 10'& 1 -8"R.W.GATE VALVE AS SHOWN c c. -- - A� -------- W3 N20915.29 E18519.96 INSTALL 8"x8 W TEE& 1 - 6°R.W. GATE VALVE :W li I 1 1 W4 N20901.60 E18519.95 INSTALL FIRE HYDRANT-CL FLANGE EL. =42.90 W5 N20915.33 E18171.2f INSTALL 8°x8"x8"TEE&2-8"R.W. GATE VALVES AS SHOWN M ® ----B"W W6 N20915.33 E18164.15 INSTALL 6"REDUCER&FIRE HYDRANT- CL FLANGE EL. =43.10 - W7 N20695.82 E18171.18 TIE-IN TO EXIST TEE CONFIGURATION W8 N20629.37 E18291.05 INSTALL 6"TAPPING TEE& 1 -6"R.W. GATE VALVE w Z !; 3&Y - I I W9 N20643:98 E18291.81 INSTALL FIRE HYDRANT-CL FLANGE EL. =46.60 Lot 3 -__-- ,. - -.- ___. Ka o''. WIO N20679.74 E18696.17 INSTALL 6 TAPPING TEE& 1 -6 R.W.GATE VALVE u W71 N20679.74 E18649.92 INSTALL FIRE HYDRANT-CL FLANGE EL. 44.25 3 ._!q• _;_ W18 ® WM > W12 N20955.09 E18611.40 INSTALL I"WATER METER-TOP BOX EL. =41.27 Qr A BLD 6 A W13 N20955.10 Ei8521.24 INSTALL i"WATER METER-TOP BOX EL. =41.62 24' 20' I F V FFE .50 / F W14 N20938.78 E18426.07 INSTALL I"WATER METER-70P BOX EL. =42.06 �i DG.8 p p � WI5 N20955.12 E18318.65 INSTALL I"WATER METER-TOP BOX EL. =41.95 , .25 3B4p s� W16 N20955.13 E18235,92 INSTALL 1"WATER METER-TOP BOX EL. =42.13 F H a .I WI7 N20679.62 E18297.25 INSTALL 1"WATER METER-TOP BOX EL. =42.99 ►7 FFE 3.30 •t ICI I W18 N20863.28 E18411.56 INSTALL 1'WATER METER-TOP BOX EL. =43.04 , ' fBFE 43.00 `� W19 N20863.27 E18505.52 INSTALL 1'WATER METER-TOP BOX EL. -42.70 a�A - 3643 A F FZoela.m E .0 / I W20 N20879.59 E18591.93 INSTALL 1"WATER METER-TOP BOX EL. =42.27 (/3 pT IrnT'iu°f W21 N20678.06 E18531.87 INSTALL 1°WATER METER-TOP BOX EL. =44.39 ____ _�?roN BY L a_qz_ I n I W22 N20678.27 E18527.87 INSTALL 1"WATER METER-TOP BOX EL. -44.40 • W23 N20663.44 E18350.76 INSTALL 1°WATER METER-TOP BOX EL. =45.46 ._.._. _ •- 9ff BY L AttN. 44.30 L LDG. 9 -4" I I I _ N W24 N20663.64 E18346.76 INSTALL 1"WATER METER-TOP BOX EL. =45.50 ++ p q3 ...... SO 3 � I I W25 N20774.46 E78217.13 INSTALL i"WATER METER-TOP BOX EL =44.50 � ' F- _ L--J I r'---- - �. S05 � I W26 N10915.28 E18613.40 INSTALL 8"x8"x_"TEE&_"R.W. GATE VALVE � IRRIGATION FEED o • 8'SD '• - -12"ID -I I I W27 N20915.28 E18594.93 L am 1 '-1 REROUT TO NORT 36 SD7 L --- -- Q W28 N20915,29 E18519.96 " F LOG BIOck I RET AREA B I " 21 T,800 S.F. =• I - - - --- ---- u I W29 N20915.30 E18422.07 FL -- -- - - ----- W30 N20915.30 E18413.56Coll " wJN 4� s 1 aDc W31 N20915.31 E18322.65 u+ WU I I W32 N20915.32 E18305.25 A W33 N20915.32 E18232.91MH FS3 " mxc. J643 -l.onx " W34 N20770.47 E18171.19 '��, - •; � I D W35 N20626.88 E18338.84 INSTALL_"TAPPING TEE&_"R.W.GATE VALVE BLDG. 12 ' p BLDG-..f3. ,:.-r H FWt ,Yal(BY OTHERS) W36 N20622.82 E18416.66 " " A ---- _ ._ FFE 44.00 FFE 44.00 `ry W37 N20618.36 E18502.33 " " " DO NOT SCALE DRAWINGS 81V(BY OTHERS) 1 1 .79 CONTRACTOR SHALL VFRIFY ALL W38 N20614 1 E 8583 D ------ W39 N20915'30 E18448.05 INSTALL MAINLINE 8"R.W. GATE VALVE CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE F.HYD.(BY OTHERS ENGINEER OF ANY DIMENSIONAL .)�. ERRORS,OMISSIONS,OR DIS- CREPANCIES BEFORE BEGINNING ,Lb B OR FABRICATING ANY WORK. F BLDG. 1 I I M FFE 45.40 •t 15' I' 32' SEWER CLEANOUT LOCATIONS " \ \�... 1 _......_.'-..... Oy "'4 - WII Vir> emians uAN IDEW K Q1 REVISED 5-19-15 8'W--s<s •= A F URLI & R/W R1W VERIFY WITH ARCHITECTS PLANS FOR CONFORMANCE 15' I �, \ ® ` SEM NT 1 '����JJ--b, QA KEY LOCATION Cltt REVIEW WATER LINE _ h I „Ly' -(�{N" COI N20962.43 E18600.40 EASEMENT I CO2 N20974.82 E18532.24 c�U� \ CO3 N20960.30 E18437.07 M \' C04 N20961.11 E18306.66 +� U' � � , o C05 N20989.47 E18232.33 \ C06 N20871.f1 E18578.19 M � C07 N20848.46 E18486.98 -- --_- C08 N20854.34 E18398.39 3sq' n \ C09 N20856.88 E18332.81 --- _- _ �� C010 N20796.27 E18279.38 C011 N20731.34 E18335.15 M77 C012 N20723.59 E18396.05 C013 N20757.19 E18514.23 14924 N Ft yW�j _ Q B C014 N20767.31 E18566.44 S�Iq�7r1T arzRrW,mm C015 N20753.00 E18613.81 3 6 ' I Qj� "........... N T00'48 W 484.96 I L OF 1 3647--------. ................. ._. SO vj �i CONST. NOTE: CONTACT.._.._.._.._._.._UNPLATTED CONSTRUCTION STAKING AND -3649 3648--- ...__.-....-.-.,... - swx INSPECTION SERVICES PHONE.• 734 4888 of T.VAWSER -�•.ul CONTRACTOR TO COORDINATE ALL EXTENSION OF UTILITY aUr»SERVICES WITH ARCHITECT'S AND MECHANICAL DESIGNS. T.VAWSER REFER TO FIELD STREAM WAY CONSTRUCTION PLAN FOR STREET AND UTILITY IMPROVEMENTS THIS PROJECT. " FEBRUARY,2015 AS SHOWN 531-14C-1 doL4�cy N0. 531-14.DWG s�i Pi C - 2 Lot 2 DO NOT DRAIN STORM WATER ONTO ADJACENT LOTS osa q ow aa7sq 40.50 q S 89'59'36"E 484.30 +.2255q ® - U '+vatic 4ssNc' am-- - - e2VC -- ---- -wzssc� rasWc - -- ----- F----- --- -- �IcT 36g0 Drywell inspections required as follows: Ia.lafC 4"R 40.S4C JBawC ---- - - -- ,iftQfC w C 508 --- --- -- --_ 1. Excavated drywell pit(length,width, U ° l- - -12'PP - - -12 PP- - - -1 I �xOwc - - - • 9mx• aaWe T •SD2 12"PP^-^ m andd depth)with eotextile fabric in N H�i'W' RET. AREA C I REIINItlN DtsEMDu \ L J SD1 c eP ) s. w -- place on all sides. CO)$ ate' wvcl - -- ----- '- ° -- ---- - � \ REL AREA A �z w a 364p 40 nt9r n.mrsw \ � _ 2. Inspection of 2" 5"rock backfill ° 3 +zmisW 4U5N } -15°MM 4a \ + A \\ JAW amc ---RETENTION FAEM, --- and catch basin installation. .BLDG 5 nsamr a B - 3. Final inspection. x._ qry �r'o rn- BLD 2 41m 41.oaiC Please call 735-7294 Scale: I .Jl/ ` ' D FFE 2 35 1 4ff"- (� 41.U7sw 41.7D s (oc v g P -BLDG 4FFE�42-15_ ,i�. BL G. 7 o : -"' FFE 41.50 LL w`\ o D BLDG.3 Qso�w q c B Accessibility Requirements Drainage Notes "' o \ `FFE 42.35. _4z451a1• a A + \ ! 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STANDARDS,THE IDAHO aU n. D ( 4s1.RT 3 ( ALL CONSTRUCTION COMPLY WITH ACCESSIBILITY STANDARDS PER: xj \ 41 L ,91• - pj THE 2012 INTERNATIONAL BUILDING CODE(IBC),.THE FAIR HOUSING `STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE UNIFORM PLUMBING:CODE,THE CITY OF TWIN FALLS. GD2 -_ 1 ACT,THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS(UFAS),AND AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN,IT SHALL BE THE RESPONSIBILITY OF v - CB2 SD4 1 THE CONTRACTOR i0 BE AWARE OF THE CONTENTS OF THESE S7ANlAWOS ALL DRAlIN4GE FACILITIES AND Lnsr a 1 as1 1 9Jmw a +C F THE AMERICAN'S WITH DISABILITIES ACT,AS APPLICABLE. ' - CONSTRUCTION SHALL COMPLY WITH THE STATE OF IDAHO'S CATALOG OF STORM WATER BEST MANAGEMENT �. +zmrsW 4185 W W GD3=oms" 6T 4usx/aw I °o MAXIMUM ALLOWABLE SLOPES AT LANDING AREAS AND CROSS SLOPES PRACTICES.DRYWELLS SHALL COMPLY WITH THE IDAHO DEPARTMENT OF RESOURCES SHALLOW INJECTION -- Z fin o.+ac - -`- - '--aaWs* 9zac - SD3 WELL PERMIT AND:MODIFICATIONS SHALL BE SUBMITTED TO IDWR. • '� I I SHALL BE CONSTRUCTED SO AS NOT TO EXCEED 1.5%IN ANY 1 I a,mw aw .allsr �. `a"'--SD I I I I DIRECTION.RUNNING SLOPES FROM LANDING AREA TO LANDING AREA 2. FILTER BRCS;WATTLES,AND SEDIMENT CONTROL SHALL BE IN PLACE AT ALL STORM DRAIN INLETS AND �O 1 CB3 _ I I 6 I -SHALL NOT EXCEED 4.5%.FOR THE PURPOSES OF SLOPES DEPICTED MAINTAINED BY THE CONTRACTOR TO ALLEVIATE SEDIMENTS ENTERING ANY PORTION OF THE.SYSTEM. coal41mu a><Jc - I 41.4ac a'�" T - I 41.67R ON THESE PLANS AS 1:50 SHALL BE INTERPRETED AS 1.5%MAX, axAs I 3. ALL SITE STORM DRAIN PIPE AND FITTINGS TO BE ASTM 3034-89,SDR 35 PVC UNLESS NOTED OTHERWISE 41:S71A 41 1 SLOPES DEPICTED AS 1:20 SHAI-L BE INTERPRETED AS 4.5%MAX. `---_J3sot ;. I I REFER TO IDAPA STANDARDS FOR CONFLICTS WITH POTABLE MAINS AND INSTALLATION PROCEDURES. a.1mA µt. ° I 4t 4i' I I. SEE SHEET C 6 FOR DETAILS WITH MAXIMUM ALLOWABLE SLOPES of 4. ALL CATCH WINS DEPICTED ON THESE PLANS SHALL.BE INSTALLED TO CITY OF TWIN FALLS STANDARD 5+ 42an L �20A""_ J I usnc- I ON SIDEWALKS MD ACCESSIBLE RAMPS AND CURB RAMPS. W.C-1 WITH MODIFIED WINGS.WHERE SHOWN. - / �1ssM 41.Wa r.9Nc �-- W Q.Jaa aa@ 9 a1 41JO 41.SSTA 5. AREA DRAINS DEPICTED ON THE PLANS SHALL BE MANHOLES WITH GRATED LIDS.SUBSBNDONS MAY BE `+ cm � I ALLOWED WITH SUBMITTALS IF APPROVED, - c`t -aQa r -- f0 arazc' 1 I '1 4zUs ® armA 42sIM -+Tau I 4z1 1p , 4zsau u,roM ® I I I 6. CONTRACTOR SHALL PROVIDE APPURTENANCES TO PERFORM PRESSURE.TESTING AS REQUIRED.ALL o 41151C low st - 4zlmsw 12 2 zsau I I also 1PY. u.4msr - R a1Nsw I �I I. - CONSTRUCTION WILL REQUIRE INSPEC71ON PRIOR TO BACK ILL. SW Q.WA 4a1 .WIEWWK a•IAI' ea I I as 4IMN 4z�mr a1IlA1 z amc +zw 4azmv 3s4y saaPTR 4alo w TAr I I g g � � - J 7. ALL MATERIAL GENERATED BY GRADING OR EXCAVATION OF DRYWELLS/RETENTION PONDS SHALL BE KEPT t 'g C70 +zafA - - s_i - I ON SITE THE CONTRACTOR WILL BE RESPONSIBLE FOR SORTING SUITABLE MATERIAL.FOR USE AS ON SITE 401101311 if a9amr.A amwv aAs19v Q.Utsw 4zU I� �pI FILL,COMPACTED TO CITY STANDARDS FOR STRUCTURAL FILL AND/OR USE IN LANDSCAPING AREAS: �, car uNa i EXCESS MATERIAL DETERMINED NOT SUTABLE FOR REUSE SHALL BE TRANSPORTED OFFSITE BY THE GD4-P - - ( .. A BLD 6 A `�� I CONTRACTOR. 0fW I .25 3 Q. DG.8 A _ DFFE .50D 3 F 6<z H 0Ma "1 It, �ohT g Tayout Notes Elevation Key: o c I � IL FE 30 FFE 4.00 O,A,G"L'A. ALL DIMENSIONS ARE TO FACE OF CURB,FACE OF CONCRETE,OR PROPOSED TOP OF ASPHALT w 00.0014 4 O 43 (( a.lalr4 F F + :�Jq�Tq LIP OF GUTTER AS NOTED. : PROPOSED FINISHED GRADE Won QF`°`✓¢ I 4aarc• a:>SiSA' c9" z I CONSTRUCTION AND STAKING OF ASPHALT GRADES IN RELATION TO - PROPOSED LIP OF GUTTER •Do.Dac J PROPOSED TOP OF SIDEWALK OODIRSW Q•I w2, SST Celli �a { 4zausw IMc--- -_-- ----- a4wc A.P CURB GRADES AREAS FOLLOWS U PROPOSED TOP OF CONCRETE _ ?7 i' 'I I o 5? TR � TOP OF ASPHALT TO TOP OF STD.CURB&GUTTER=0.38' 40'0°� PROPOSED TOP OF CURB °OOOTC -- -'- 3s -- - _ TOP OF ASPHALT TO TOP OF MODIFIED CURB&GUTTER-0.40' RO -J {ate, r 42 V PROPOSED TOP OF GRAVEL ..OO.00TG 1511) Cie LDG: 9 - -- , LIP OF GUTTER TO FLOWDNE=VANES PER CURB TYPE PROPOSED EDGE OF GRAVEL oO.aoEG I EXISTING LIP GUTTER "aooaq per+ 1 F 44.30 '- 3643 4z� a4am $„Sp arnur �+�, SD6�4M� -12'PP-.��� SDP WARPING OF CONCRETE THAT TIES IN AT DIFFERING REVEALS EXISTING 70P OrOOF ASPHALT T o aaoaa "SO 7 1a 4fW ❑ g+y WILL BE NECESSARY AT CONNECTING POINTS. F __.Lot...4 Block I +zUTsx' + RET.AREA B i.�j EXISTING TOP OF SIDEWALK o aQ.omsw ���iii O 217;800 SF. a s - Ia4gc SIDEWALK TO E INSTALLED PER PLAN GRADES WHERE SHOWN. EXISTING TOP OF CONCRETE o0.00tcc 7•TJ ALL OTHER SIDEWALKS TO BE INSTALLED WITH NO MORE THAN EXISTING NATURAL GROUND o oo.00ly. _ aSSIA asac a > 40115111 Isx 4a461sw 414Mtw A +25wat. w 1:50.SLOPE IN ANY DIRECTION TO MAINTAIN ACCESSIRLTY. H _. - --- a3slsr -_-- Al5al.5w �wLorn' 42ZMCURB AND GUTTER WITHIN CITY RIGHTS OF WAY SHALL'BE STD. cast law �' '__:-=_ �3643_ I CURB TO CITY OF TWIN FALLS STANDARDS.CURB AND GUTTER . WITHIN THE INTERIOR BOUNDARY OF THIS SITE SHALL BE CONST. RETENTION CALCULATIONS W. a4xc ._ ._ � -.- •--- o /7 '. TO CONFORM TO THE MODIFIED CURB AND GUTTER`SECTION.TO40" . ( Q - - 6t BLDG. 12 - D BLDG.-->13 - h-__ 7 _ CONFORM WITH ACCESSIBILITYREQUIREMENTS. TRIBUTARY AREA A REWIRED: AREA A RETENTION PROVIDED: A - FFE 44.00 FFE 44.00 N _ __-. IMPERV1pU5 TOTALS 51,523 SF B451N:2,O80SFx2'DEEP 4,160 CF � W a S5L6 - _ 4SNRaY - C, ^ ---- „- _ --- 11,123 x 1.6/12 x 1,11 6,526 CF BATTER:2,31DSFx2'DEEP/2 2,311 CF F, J645 BLDG-..10.. --.: -. ._: i _ - D... i-__.. LANDSCAPE TOTALS.28,057 SF DRYWELL CAPACITY: W C� a6W. j� F 45.75 -._ -- _. - I - --.. _.-_._ -�._ - _ I 28,057 x 1.6112 x 0.25= 935 CF 84'x15',2'xO.4O -1,008 CF '\ B -� TOTAL RETENAGN REQUIRED- 7,461 CF TOTAL RETENTION REQUIRED- 7,478 CF DO NOT SCALE DRAWINGS M+NROLE RING h CQYFR u F-BLDG. 1 I \- I CONC.COLLAR TRIBUTARY AREA 8: AREA B RETENTION PROVIDED. CONTRACTOR SHALL VERIFY ALL FFE 45.40 j 'I, CONDITIONS.A AND AT IMPERVIOUS TOTALS 33,896 SF B451A1:67'xi2'x2�DEEP 1,608 CF THE JOB SITE AND NOTIFY THE F GDS��j I 33.806 x 1.6/12 x 0.95= 4.293 CF HATTER:Z472SFx2'DEEP/2 =. Z472 CF ENGINEER OF ANY DIMENSIONAL B A I I. I-�. GRADE RING(S)-12'MAX. LANDSCAPE TG7ALS 34,562 SF DRYWELL CAPACITY:. ERRORS,OMISSIONS,OR DIS- CREPANCIES BEFORE BEGINNING rl 34,562 x 1.6/12 x 0.25= 1,152 CF 74'x24k2'x0.40 = 1,420 CF OR FABRICATING ANY WORK. a5 �M �. 170NCUE 4 CRCOVE JOINTTOTAL RETENTION REQUIRED= 5,445 CF TOTAL RETENTION REQUIRED= 5,500 CF © 4 I i � TOSF ) Irrvw NEK 2'-D' paexo7r CONE((cavE o7xr w/ ��s 419AC t� BASE®SFULLOIY NMIHOLES) TRIBUTARY AREA C REQUIREQ: AREA GRETENIION PROVIDED. 4-1-15 ACCESSIBLE ROUTES 411511 / I I IMPERVIOUS TOTALS 45,320 SF BASIN:158'x12k1:5'.DEEP= Z844 CF arnsw swnwx- Jatl tW I 4SIOG � a.Taur MiGT 4S11RIY 9X1YFA ,grp I I T '� I I I> - .. 45,320 x 1.6/12 x 0.95= 5,741 Cr &1TTFR:2,IB4SFx7.5'OEEP/2='1,638 CF &DETAILS CLARIFIED Uaas allo w� TI.4A501LL'�A�. u�ma aAsra'_ v•�4S4 5�a . asomr-,.,1655a ..._.-- -.. � t�1 Ha.ass!r(tGc NSwA ---.- III flASE OR P//RECNT) LANDSCAPE TorAls 1 DRYEI CAPACITY y -19-15L REVISED 5 39,059 x 1.6/12 1,302 I61k/6k1Sk0.40 =2592 CF CITY -�----- _' , MRO BARE TOTAL RETENTION REQUIRED 7,043 CF TOTAL RETENTION REQUIRED 7,074 CF ya ---- x GD6 I I t`• w xEr.41r ser IN-VARIES ca7ceETe \ aMMC J�/ ------'---- ------- -___3645' M`__4AWIiA a' N.BS7A I I PE7WARRON TO SOLID �� L 1U47V l ARY AREA 1Yll1C: \ __-_ a.7aW __-'_-_ 615M ---.---- __ __ I I .WALL PIPE OUTSIDE OF J1Q Y4L\ --�.3646 4xisu 3s45- ._ ---xisTA I 1 GRY'NE11 AgFA IPE(sJ PER PUN �� IABRAY 919A -- _'M. 1 - I -I (.. I \ 12 SEDIMENT TRAP GROUT REQUIRED. my -_ a,�M \ AT PENEIRADONS II t 3646 _ N 87'00'48"W 484.96 \ 3°WEEP HOLE w/xwN au E r I� , 4 _ � - REpRRED®ORYWEHS * W1 FILE DDF BRQU1RE0 WJ BQSWS 1 J r 14924 3648 - __ I 3zw•----- W/FILTER FABRIC N STORM -3647 ` J< �> DO NOT DRAG LOTS _._._._._ ,SD "d SI \��I \Jl i i r��•C J SIIq��.Lf,� v1AP NTO ADJA"PER PLAN - -- --t .I p1Y' TOP BASIN A COORDS.: TOP BASIN B COORDS TOP BASIN C COORDS. TRIB. AREA C ` TRIB. AREA A (ANDSCAPING SURFACE H s,>, �rumlur ,°ezt��""P" N21D49.28`E1850L08 N20805.82.E18539:91 N21052.99 E18275:30 C'-}T t ;•';S`7+�'d� �q�F�� =� SLOPED PER PLAN GRADES - l TOPSOIL BACKFlLL N21053.28 E18510.93 N20805.81 Ef8630.91. N21052.99 E18445.30 . .,J2�445 '.F. �i��.n� ..'il•R EL: INV.EL. -;,= `I{l. TOP ROCK DW A°EL 36.50 _ N27053.26 E1863L47 N20769.8t'E18fi30.9T -N2f028.99 E18445.30 n�- >x SD7 N27041.97 E78630.94 40.00 35.00.E,W,S CONTECH C-45NW �.'..1'L,,:, �..,11. (......... ... ._. TOP ROCK DW'8'EL.=39:00 N21015.26 E1863f.46 N20769.82 E18539.91 N21028.99 E18275.30 SD2 N21041.98 E18542.29- 38.05 35.00 ES 1' ty J I;�_. 'A. -*�' GEOTEXTILE OR EQUAL \ _. ' TOP ROCK DW'C"EL=37.50 N21015.27 E18533.98 SD3 N20943.59 E18542.28 41.12 38.00 W,N 1, _, o�w T.VAWSER 4 y• LIPPED ON TOP SD4 N20957.58 E18630.93 41.50 37.40 W,N,S BOTTOM ROCK DW A EL.=34.50 ': N21040.79 E18508.47 SD5 N207BZ81 E18630.91 42.40 37.50 W 39.00 S,N `" ` i �� BOTTOM ROCK DW B EL=37.00 I-> ._� °fl"`" T.VAWSER BOTTOM ROCK DW'C', =35.00 PERFORATED PIPE-LAY CONTINUOUSLY- BOTTOM BASIN A COORDS.: BOTTOM BASIN B.COORDS.: BOTTOM BASIN B COORDS.: SD6 N207BZ81. E18553.91 40.45 37.50 E,W } E� N21045.28 E18520.47 N20793.82 E18551.91 N21046.99 E18281.30 SD7 N20787,8t E18436.35 42.35: 39.25 E AT FLOWNNE ELEVATION DWA EL.=35.00 - 2"TO 4°.ORAWR KJ DWB EL 3Z50 DWG EL 35.75' N21045.26 €18621.47 N20793.81 E18618.91 N21046.99 E18439.30 SOB N21041.99 E18344.31 38.80 35.75 E,W • - ----- T-` \ i ^�\ FEBRUARY,2015 THROUGHOUT DR NOTE N21023.26 E18621.46 N20781.81 E18618.91` N21034.99 E18439.30 - \ Z ( f FIELD ADJUSTMENT OF DRYWELL LOCA71ON:AS NEEDED MAY BE PERFORMED N21023.27, E185JZ29 N20781.$2. E18551.91 N21034.99 E18281.30 CATCH BASIN DATA:(CONS TO CITY STD. DWG.C-1) > ,..� . SPOT IF CONFLICTS ARE ENCOUNTERED.A MIN OF 25'SEPAR4my MUST BE N27040.10 E18520.47 CB COORD.LOCATION(BOC) BOC EL INV.EL......... FROM POTABLE WATER MAINS ANY ADJUSTMENTS MUST FIRST - CBI N21043.43 E18652.47 40.47 3Z00 �� \ /,\ G° 531-14C- 1. IN WRRINC BY THE ENGINEER DRYWELL. COORDS ORYWELL B COORDS DRYWELL C COORDS C92 N20949.58 E78622.46 41.15. 38.25 BE APPROVED _ N21049.48 E18537.47. N20799.82. E18550.91 N21048.99 E18279.30 CB3 N20933.27 E1848ZO5 41.80 '38,20 TRIB. AREA B 531-14.DWG CATCH'04SIN AND MANHOLES TO BE INSTALLED PER CITY STANDARDS. N21049.47 €18621.47 N20799.81 E18624.91 -N21048.99 E18441.30 C84 N20667.83 E18622.49 43.95 -40.00 ON-SITE STORM DRAIN MANHOLES SHALL BE INSTALLED WITHOUT STEPS. 1421034.47' E18621.47 A120775.81. E18624.91 N21032.99 E18441.30 C65 N20949.62 E18344.31 41.80 - 38.50 -- N21034.48 E18537.47: N20775.82 E18550.91 N21032;99 E18279.30 DRYWELL DETAIL STORM'DRAIN MANHOLE DETAIL --- C - 3 n.ts n.ts 41,38TSW 41.39TSw 41.14TC 41.3MIN 4721iSW H--1 w, v, v; 41.J9TSW ,., W 409ITSW. 41.63TC 41.005W 41 3FL 9079FL• �. 41.25LG F� C5 m m W=4 E5 U U zN 4I.451SW 4101TSW 40.9BTSW 41.37TSW \ i 4217TA� 4210TA 1 • '4I 41 a 41,37TC 4. 41.29TC N LTi.95FL 4 93(SW ,. 40 979 L. 11140.87FL 42.27TSW 4227ISW 41.81TSW 41 78iSW 42J8TSW 4216TSW 1*1111- 409511 L t 41521G -. ,`;.,,,„..•,„,.� C;a° 42.11TC !� •�- 41 O6FL• - '^•--- 4220NIN - !I, '41.90TC 41.29TSW �'^�^^^- 41 737SW FL 41 7015W 41,69FL j' W ...«:.�..4172LG 41.71'. .. .. 412019W � / 1 3�••' ` 4110TSW "j p.. 4.44TA 4242 4 42371A 42.J6TA 42.3475W TA/7SW M y. 4277TSW ^ - ❑41.797SW 4170 is „` 195 4200T8W I„ IL 418575W i5W 4121TA 41.16TA 41.90iA W ft 98FA -` 4192TSW 4250TSW 4147RW 41.85TSW 441.5TC : 421111W 42:001A 41.9714 47 941SW TSW - GRADING DETAIL 1 GRADING DETAIL 2 GRADING DETAIL 3 GRADING DETAIL 4 r 10' 1" = 10' 1" = 10' 1L1 = 10 Q �¢ - )7= a W � 44.00FF A44.29TC DO NOT SCALE DRAWINGS 44,OOFFE CONTIONS ANDLDIMENSONSL VERIFY LAT THE JOB SITE AND NOTIFY THE 47.fi0TSW 43.60TSW . ENGINEER OF ANY DIMENSIONAL ERRORS,OMISSIONS,OR DIS 4J60TSW4360TSW OREABRICAT BEf NY WOR INNING OR FABRICATING ANY WORK. 4J 657SW 4J.45FL 43.65TSW \ wensions: 43.91LO 4-I-15 ACCESSIBLE ROUTES &DETAILS CLARIFIED 43.80519 43.90TSW. 43.901SW 43BOTSW 4385TSW uI 43.85TSW 44 I5T5W 44.15TSW srnur 44.25TSW 4415TSW N MAIL 44.30TSW 441075W _ P 14924 - 44.19LG Iv �J 4449TSW 44071SW 440J7SW 444275W: _ _^ _. 4407FL 44.78 . TSW - 43 73FL k� 428TSW 4457T 4J 957SW 4 44_477C I �J 1�l 44 J4TC _ 117 144.a C 4J A44SOITO •95 W fL 4392: •� 3. . I. 4420TC43 H 43885U97LG 939 90LG 3 ACCeSSlb t yRgairemenm 43.5 3 ALL CONSTRUCTION SHALL COMPLY WITH ACCESSIBILITYSTANDARDS PER: Ao 0 THE 2012 INTERNATIONAL BUILDING CODE(IBC),THE FAIR HOUSING 5� ao 35Tsw W �. ACT,THE UNIFORM FEDERAL ACCESSIBILITY TTSS STANDARDS(UFAS),AND T.HAWSER THE AMERICAN'S WITH DISABILITIES ACT,AS APPLICABLE T.VAWSER / k MAXIMUM ALLOWABLE SLOPES AT LANDING AREAS AND CROSS SLOPES 44.42TC SHALL BE CONSTRUCTED SO AS NOT TO EXCEED 1.5%IN ANY DIRECTION.RUNNING.SLOPES FROM LANDING AREA TO LANDING AREA FEBRUARY,2015 °n A. 44J51A• -_ .., SHALL NOT EXCEED 4,5%.FOR THE PURPOSES.Of SLOPES DEPICTED 44.25Ta H_ ON THESE PLANS AS 1:50 SHALL BE INTERPRETED AS 1.5%'MAX. A. AS SHOWN 'SLOPES DEPICTED AS 1:20 SHALL BE INTERPRETED AS 4.5%MAX. SEE SHEET C-6 FOR DETAILS WITH MAXIMUM ALLOWABLE SLOPES - °fL 531-14C-1 ON SIDEWALKS AND ACCESSIBLE RAMPS AND CURB RAMPS. 531-14.DWC GRADING DETAIL 5 GRADING DETAIL 6 r 10' 11I = 10' C - 4 � e w � o cS w o F FINISHED GRADE AT C 3642 3642 w " o �:ow 3 c NAT. GROUND AT CL `o "o 0 3640 3640 qFj< PI CROSSING7 LL 0 W TER CROSSI G-� L� F 1 xo w 3638` 3638 z .0 o W TER CROSSIN WATER CROSSING S W'- u u 7 CONST. 10 L.F. - 8" VC SEWER WATER ROSSING T. DRAIN C OSSING-� -0.60% CON$T. 311.64 L.F. 8'' PVC SEWER z o 3636 3636 N a S - -0. 5% 3634 O 3634 cN aNp�..II II apgll II II II Z OZ Z OZ ?ZZ o.�WZZ:. z�—zw iZ!8 v zws3z ' SEWER PR FILE F 1 TO FW2 h w : 3644 FI ISHED GRAD AT CL 3644 W Q O IY � LL 3642 3647 Q t~ NAT. GROUND AT CL E+ DO NOT.SCALE DRAWINGS 3640-- 3640 CONTRACTOR SHALL.VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE. DIMENSIONAL TER CROSSING O ENGINEER OF ANY DIMENSONA ERRORS,OMISSIONS, L DIS- CREPANCIES BEFORE BEGINNING L OR FABRICATING ANY WORK. 3638 3638 L.F. 8" P C SEWER 5-19-'15 RMSEO PER :... :. : S - -062% 1 CITY REVIEW 3636 3636 14924 w p OF of p.V e.1 app v�rnN. S/lyj2�If �� II II W 11 II 11 II L. MAN OLE RELOCAl ED — �oRo SEWER PROFILE FS2 TO FS3 n T.VAWSER owwn T.VAWSER oeTc FEBRWY,2015 AS SHOWN: cw nc 531-14C-7 531-14.DWG 15' 32'RIGHT-OF-WAY C EASEMENT V? o 0 oa : Q�pa 6''CONIC -5 5' 25 5 Q FUTURE ROADWAY BY OTHERS H x SIDEWALK LANDSCAPE STRIP FOC T o I THICKENED ASPHALT EDGE 2.59 ti CONST. CURB& —�-- t1Ao F TOP OF ASPHALT GUTTER-1YP. J"ASPHALT MATT-3/4" —INSULATED BUSHING REQ"D. FLUSH W/CONCRETE PLANT MIX ONL Y PLAN VIE / ON METALLIC CONDUIT `%o<^�F 4"T06"STUBS I z 2"-3/4"LEVELING.COURSE + SIMILAR 0 MODIFIED CURB& \� :GUTTER SECTION 9"-.1 1/2"BASE COURSE z ANCHOR BOLT SIZES AND.LOCATIONS TRUNCATED DOMES REQ'D.AT COMPACTED SUBCRADP W �n q PER MFG'S. SPECS. / PER MANUFACTURERS SPECIFICATIONS 2 1 2'MIN. :ALL RAMPS.SEE SITE PLAN. _ // : a}3 " 3"MAX. GROUT AFTER POLE NI BEEN BA SECTION PLUMBED `.:. - TYPICAL ROADWAY � �T''r o o -LEAVE CAVITY CENTER UNDER CENTER OFF BASS HANDICAP RAW DETAIL E PLATE - -r, W V ALL CONSTRUCTION,SIGNAGE&STRIPING TO COMPLY WITH THE AMERICAN'S WITH Field Stream:Way - Z — _ DISABILITIES ACT ACCESSIBILITY GUIDELINES(ADAAG),THE.FAIR HOUSING ACT,THE - 112"PLASTIC DRAIN PIPE REQV UNIFORM FEDERAL ACCESSIBILITY STANDARDS(LEAS),AND THE 2012 IBC. WIDTH VARIES-SEE PLAN 8 -//5"s VERTICAL SLOPE PER PLAN - l GRADE LINE —� - o z` z• r f ' ar Yx j s ,s 1 r_i ,_r'.> x F 5 €5sW c t.Kx v' �I 3 i6' DIAMOND PLATE �, " - —�':}- -..- 1.1 �.71- -:" -- _ ` ..x' c a }-ss..(<4 s- 4 -,.... 0 6' MIN._ RIGID CONDUIT(SEE MFG'S.SPECS) /- 0... � 1"x 2 x/3/16 ANGLE �r I'I x` �r T`r�3 t"4�k��t�_ ��rkr':Sv EXPANSION MATERIAL 2' 2 IRON W ANCHORS I _ - I DRILLED AND TAPPED _ 6"THICK PORTLAND CEMENT CONC. 2 1/2"PLANTMIX PAVEMENT • - 3,500 PSI IN 28 DAYS REQ'D. #4 LOOPS A7 72"o c. 8"-3 4"AGGR.LEVELING-COMP.TO 95%MAX.DENSITY. RIGID STEEL CONDUIT L" 34'BASE AGGREGATE / SUBBASE COMPACTED TO 95%MAX.DENSITY --ANCHOR BOLTS(DOUBLE NUTS AND 2,. _.6 �7PACTED y/4"GRAVELE COMPACTED TO 95%MAX, DENSITY WASHERS REO'D. FOR PLUMBING POLE)' 6 } Z SUBBASE COMP.TO 95%MAX.DENSITY NOTES.SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER P - NOTES: PRIOR TO BASE AGGREGATE AND ASPHALT PLACEMENT. � U 2"CLR.. NOTE: 3/e"FLATHEAD STAINLESS STEEL CAP [ky,. TYP. SCUPPER DETAIL SCREWS,COUNTERSUNK(MINIMUM OF �y J� L ALL CONDUIT ELBOWS USED IN CONCRETE JUIJClG 1/D 6 REY6.EACH SIDE) BASES SHALL BE STEELn CONC Cal DUMPSTER SLABS TYP. PAVING SECTION (PARKING LOT) tr' 30"DIA I 2. STEEL CONDUIT SHALL BE:USED TO EXTEND 11• .£ SECTION VIEW ELBOWS BEYOND FOUNDATION, ILU _. 3.`SPARE STUBOU7S SHALL BE TERMINATED WITH A.STEEL COUPLING.AND PLASTIC PUSH PLUG AT 1307HENDS. 6" O r T Tp y'�'� 'i/2"RADIUS. LIGHT1 P®RGOE® BASE DETAILS TO VBVLATI®NBDET DETAIL LIGHTING CONTRACTOR AND ENGINEER. n FIN.GRADE FOR CONFORMANCE WITH POLE AND FIXTURES AFTER SELECTION BY OWNER, 4 PAVING . '.WIDTH PER PLAN 2)#4'S CONE 1/4' x 1/2 Q � DEEP SAWCUT: 4 BAR CONTINUOUS CONCRETE SIDEWALK TOP ANDBOTTOM r - 3 16"PER 12" 1.5% N ', - 00 NOT SCALE DRAWINGS w CONTRACTOR SHALL VERIFY ALL + '•:' •-'"' " CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE L`x�R y�•, <, ENGINEER OF ANY DIMENSIONAL ERRORS,OMISSIONS,OR DIS- NOTES: I I- 1 2"-3 4"MAX. CREPANCIES BEFORE BEGINNING 1. PROVIDE EXPANSION JOINTS AT 25'O.C.MAX.AND AT : 2' 3 4"BASE AGGREGATE COMPACTED _I I 72" 6' BASE COURSE OR FABRICATING ANY WORK. CURVES,TANGENTS,AND CORNERS. TO'A MIN.OF 95%MAX.DENSITY 2. BASE OF CURB TO REST ON COMPACTED FILL.- 4-1-15 ACCESSIBLE ROUTES RESERVED 1-0"X 1'-G"X 0.080"ALUMINUM HANDICAP NATIVE SOIL COMPACTED TO A MIN, 4 3 4 MAX.ALLOWABLE. NOTED OTHERWISE AT VARIOUS.AREAS ON. &DETAILS CLARIFIED vaRKwG - 3.SACK FINISH EXPOSED SURFACES. / PARKING SIGN.SIGN:TO READ"'RESERVED �/ 4. RUN BARS CONTINUOUS THIRD EXPANSION JOINTS. OF.95%MAX.DENSITY SHE PLAN HANDICAP RAMP DETAILS AS;SHOWN ON THIS SHEET. PARKING"WITH IDENTIFICATION SYMBOL AND :: - Al REVISED 5-19-15'VAN ACCESSIBLE"WHERE APPLICABLE. .CITY REVIEW BOLT TO STEEL TUBE WITH 1/2"CADMIUM STAND-UP CURB DETAIL TYP• SIDEWALK DETAIL THICKENED EDGE SIDEWALK PLATED BOLTS,NUTS,AND WASHERS. 4"WIDE�STRIPING, - FRAFFIC YE Tow n Thickened Edge Required Adjacent To Traffic Areas rLt.S. Typical Section At Parking Lot 11U r� 0 _ srnnlr BACKGROUND PAINT �- - 2"X L'X D PI STEEL TUBE, EXTEND INTO (2)COATS BLUE of STALL 2,_O.. 2,-0„ 2'-0,,. o4Wys������� o � CONC. FILLED PIPE 2' 0" 3'-0" 1-s" I'-0" a'-°' --- 14924 ~ 4 1 R 1"Batter 1"R� i"Batter 1,�R, fl '�J) 1/4„R —_ 1/4"R� atter 'D,W '47FOF 1 1/2 FIN. GRADE - _ 1/4,R - If - 4 LADE z rKl*3'y� n VP PAVEMENT 1/4„R. 7/ /4'R. —L `tip `L � 1 5%MAX. 1 — 12'DIAMETER CONCRETE BASE, E VAWSFR a 3 WIDE PAINTED STRIPES t'-3" 7" 22'4 .p r - COMPAdro 3/4 bRAVEI,�ABE COMPACTED.GRAVEL BASE ° _ PAINT 2 COATS WHITE AD. ....e.. ,°. .. .... 11 COMPACTED GRAVEL BASE o""�" L VAWSER - BEADED REFLECTIVE PAINT COMPACTED SUBGRADE TO COMPACTED SUBGRADE TO / COMPACTED.SUBGRADE TO / ..." i.l ALIGN WITH END 95%STANDARD PROCTOR 95%STANDARD.PROCTOR INSTALL BASE i0 BOTTOM 957 STANDARD PROCTOR INSTALL BASE i0 BOTTOM FEBRUARY,2015 OF STALL STRIPING"- - OF PARKING LOT SECTION - OF PARKING LOI SECTION ACCESSIBLE PARKING SIGN PAINTED ACCESSIBLE PARKING RELEASE CURB DETAIL STD. CURB & GUTTER DETAIL MODIFIED CURB & GUTTER DETAIL AS SHOWN `"DF°` n•t 5• - YLt,S. NOTE TRANSITION LIP EVE RELEASE AT STANDARD 11a.5. REF. CITY.OFT F. STD, TWO. C-3 jj, • 531-14C-T CURB TIE-INS TO ACHIEVEREEASE OF WATER. 5JI-14DWG C 6 I �PIS . 15'UTILITY � I 'g &SIDEWALK NOTE:PRIOR TO CONST VERIFY ALL CONST. W/APPROVED SITE PLANS =z3 i ¢ II a g iEASEMENT o r/j$ �`o SUBMITTED TO THE CITY OF TWIN FALLS BUILDING DEPARTMENT. 'd Ed o o 1 3 d �+ APPROACHES, UTILITY STUBS,SERVICES,ETC.SUBJECT TO RELOCATION n o B m� ~a n d �">' 25 25' BY rOWN�Ri 008 c R/ 9 Q ~co �7 N� J� Li p. O� NCB M n NOO III �I� FC FC it n II Lot l PROJECT BENCH MRK -I TWIN FALLS HYD. Sa -- I o L o t 'B'BOLT ELEVATIOUNPLATTEO I II �II IIII I � CHURCH PARCEL ———— 4� III�I I �.SScale: 17,_ �_..' I 41 Rm OVEOFLW a -------- w s"PI ------- 41 42 43 44 q 45 �'`Y 46 1 B FW2 84 + �: —1 — 2N00'00'24"E 8 Q-I -1 - oti s"W ,_ - -10"W 10°W. n 10W _... .. 10"W 10"W 2m � - FI Stream Wa 0., TWIN FALLS REFORMED CHURCH FIELDSTONE �"._ FIELDSTONE SWBD. czD o p 1 FIELDSTONE SUBDIVISION FIRST AMMENDED Iy SUB '��� I�� I I SUBDIVISION ° T.1 FIELD STREAM APARTMENTS PHASING NOTE:. NQ • W ° z THIS SHEET IS IN ADDITION TO PREVIOUSLY APPROVED CONST. PLANS FOR APPROVED a� � z c S" � � �3 o � WS&V SUBDIVISION,OFFISTE SEWER IS CURRENTLY UNDER CONSTRUCTION. AMENDED PLAN IS BEING SUBMITTED FOR INDIVIDUAL SITE SPECIFIC DETAILS. �� 3 +y el 50 9 Iz.. NAL DESIGN '+o a3 'la `� �'" c2i �' s�CEN FN�i T Vawser 3y" `i7J t4� DeAwN T.Vawser v a a �f g w R2.. A. FEBRUARY,2015 `t 1'=50' r EXIST. CURB, GUTTER,SIDEWALK,&24'WIDE ASPHALT ROADWAY(LL SIDE) STANDARD CURB&GUTTER W/6'WIDE DETACHED SIDEWALK&24'WIDE ASPHALT ROADWAY(LT.SIDE) ; Dwc.NG. 316 510 SWI �u �u y ^c� �� Revis d Per'Clty A DEQ'Revlew 6-10-12 Revised P r City Review 5-19-15 o 3650 3645 70 —r 0 y� o o -0946X NA' GROUND Ai c n EXIST. ROA CENTERLINE o_ AV O a. TOP OF SiAN ARD N 0.946% CURB_ LEFT aO I. CONST.CONSi. 30 L.F. - 2" WATER �' CONC. IRR. MAIN S = -0.40% CROSSING (MIN. 2" CVR. OVER PIPE REQ' .) P.I.CROSS CZo C NST. 318.7 L.F. - 12" 4PPROX TOP,OF B NK 38,00 _ Q : P C IRR; MAIN 2:6T RT. ilE 3635 IN i0 EXlsi.S B S = -0:40% Q -- _------------ -CONST. 400 L.F. _ 8" CONST. 460 L.F. - 12" CONSi. 183.75 L.F. 8" - P C SEWER z_APPRO7. BOTTOM L T. 33.50 P.V. IRR. MAIN 267 RT..... PVC SE ER MAIN 12 LT. 0 ---..— ATER, S -0.40X S'_ -1 00% CROSSING S = ^0.78% WATER 18'MIN.RSEPO - I S 8" PVC SE ER -CONT. A TiON UNDER NO 1 BLE iO NORTH 0.50% y of o MAINS REQ D. ^ 2. 'jig : O 2 ttVVOO..r O�: ... N n>> '``_ BOOaGG�p IMn ^$ I WW223 ^ ,yM � M N . ^K.�aVi2 '>N p II II III II II II � IIZd �j•.4� MO> I�MM� ^�43{iM +U2gyaC zi . �fWaWLW^�Z V?Cz L'SB'c viz3 wz Zvi EOr� �aU l= Y)�U N?Oc tNYC .n=�ViZ 3. 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 CA - 7 I I 1YI or'o $ ADDITIONAL MEASURE TO NORTH U o OF PROJECT BOUNDARY AS NEEDED N x31 FOR OFFSITE CONST.BY CONTRACTOR u, Lot 2 I EXCAVATE NEW RETENTION BASIN ;-4 o '� 3 O INSTALL SILT FENCE ALONG NORTH i FOR CONSTRUCTION RUN-OFF - u BOUNDARY OF PROJECT S 89°59'36"E 484,30' I Scale: IF' - --- ---- ------ -= - -- -�! f ` ------ Jsao _ vGo o sDB `� - - Erosion Control Notes- _ -- W i- - -12°PP- • - - -12"PP- - - -1I T� 02(T -11"PP- - 1 m L ------ 4 REi. AREA C_.__ --__ _- REmWav FAscuN \ a SDI 5 ___ __ \ 1. THIS.PLAN IS IN ADDITION TO ANY WRITTEN EROSION CONTROL PLAN ECP ANY MODIFICATIONS TO THE FOP �`' N o w ...3647.. ----- - --- - -----_- ,.:\ RET. AREA A J 4 SHALL BE RECORDED ON THE ECP:CONTRACTOR IS RESPONSIBLE FOR FILING FOR THE N.O.I.AND MAINTENANCE xj z c w A A �\ RETENTION FASEMENF, OF SUCH AND FILING OF AN N.O.T.UPON COMPLETION OF PROJECT. r.l 9 W BLDG. 5 N _ B BLDG 2 2. . NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. m r`! D FFE ,3.5 FF 41.70 3. ALL EXPOSED AREAS SHALL BE ROUGHENED AND SEEDED WITH DROUGHT RESISTANT NATIVE GRASSES WITHIN 14 / Z FFE BLDG.42.15 4 �L B G. 1 DAYS OF FINAL GRADING. a ' H BL � D D E BLDG. 3 ro FFE 41.50 4. SHOULD CONSTRUCTION STOP FOR LONGER.THAT 14 DAYS THE SITE SHALL BE STABILIZED AS SPECIFIED IN THE FFE 42.35 A C 13 CONSTRUCTION GENERAL PERMIT(CGP)PART 3.13. ".'1641 D 5. MAINTAIN EROSION CONTROL MEASURES AFTER EACH RAIN AND AT LEAST ONCE PER WEEK.COMPLETE ALL --- REPORTING PROCEDURES ASREQUIRED BY THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) CONTRUCTION GENERAL PERMIT. D7 CB2 SO4 6. THIS.PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE.THE GENERAL CONTRACTOR SHALL TAKE ALL.NECESSARY -i_ - C SD3 PRECAUTIONS TO PREVENT SOIL AND SEDIMENT FROM LEAVING THE SITE: 0 ® • 4 C83 $ . 7. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY 4 1 B. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF INSPECTIONS DEEM NECESSARY.. 3641//1 9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO ESTABLISH PERMANENT SOIL STABILIZATION cm 31 10. SEDIMENT SHALL BE REMOVED FROM BMP's BEFORE THEY:ARE 25%FULL. 11. PORTABLE RESTROOM SPILL CONTAINMENT:PLACE SAND BAGS AT 7'AROUND FACILITY AND V IN HEIGHT TO O CONTAIN POSSIBLE SPILLAGE. p ® 12. OFFSITE VEHICLE TRACKING ON CITY STREETS SHALL BE REMOVED IMMEDIATELY. o -- a z 3sq s+Al�{1¢ 13. CONCRETE WASHOUT LOCATION TO BE DETERMINED BY THE GENERAL CONTRACTOR AND SHALL BE RECORDED-0N w THE EROSION CONTROL PLAN.WASHOUT AREA TO BE RESTORED TO ORIGINAL CONDITION UPON COMPLETION. j 14. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE SWPPP DURING CONSTRUCTION OPERATIONS.61 r•' C'+ A BLD 6 A �''` DG IF FFE 50 15. UNAUTHORIZED CHANGES ARE NOT THE RESPONSIBILITY OF THE PROJECT ENGINEER OR THE ORIGINAL PREPARER FF 3.25 _ 36q D D OFF THE PLAN.THE CONTRACTOR SHALL TAKE FULL RESPONSIBILTIY FOR IMPLEMENTATION AND MAINTENANCE. F ? l BEG 7 „ a FFE 3.30 II Storm Water Pollution Prevention Plan °' o BL 13 \ F F FFE 4300 0 APPROX. ACTUAL [ j BMPj DESCRIPTION/BMP IMPLEMENTATION IMPLEMENTATION NOTES: E---- --- --- i N01/DEV-R./CONTR.POSTINGS __,2014 LDG, 9 F L--J �36a2 �! 2 CONSTRUCTION ENTRANCE _-_,2014 oL O Q w F 44.30 // 3s43 f 1� • 8 SD SD6• - -12"PP- -1 SDS 3 SILT FENCE 2014 07 F Lot BLOCK I S® ®� RET. AREA B J II ,'� 4 STRAW.WATTLES/INLET PROTECTION ,2014 4i �Wr III` l 217,800 S.F. _ --- ..iy----------- 5 PORTABLE RESTROOM __,2014 G - -- 6 STAGING/STORAGE/TRAILER _- 2014 00 NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL CaNC ""' _ ''3643.- 1 CONCRETE WASHOUT' 2014 CONDITIONSOB SITE AND(NOTIFY THE AT THE J D 8 STOCK PILE STABILIZATION AS NEEDED ENGINEER OF ANY DIMENSIONAL _ \ O ERRORS,OMISSIONS,OR DIS- . I II -_ BLDG. 12 BLDG.13 - eN 1 9 DUST CONTROL AS NEEDED OREFANCES BEFOREG ANY BEGINNING `A FFE 44.00 FFE 44.00 Jsas. BLDG 10 _... _ D.. - _ FF 45.75 \ 10'TYP. B F BLDG. 1 _I A,..;. 14.N rF POSTS -� FILTER FABRIC: FFE 45.40 I ,7 T141aC FILTER I r �„ DOWNHILL UPHILL + +" FABRIC S FLOW v t D 09 1 NOTE. --2X2 WOOD POSTS BURY BOTTOM EDGE GROUND LINE 1 _ 7 B4 1. MAINTAIN PROPERLY FUNCTIONING SILT. OR.STEEL STAKES / OF FABRIC 6" C WASHOUT a� FENCING ALL TIMES. STAKES DRIVEN/ +"P N_U \. I P DEEP MINIMUM v n COMPL N \ - ® DOWNHILL VIEW END VIEW 3 - Silt Fence Detail 4 ILU sl IvA L � , --.__-----_-- .._ 3645 ----------.--- I F XrL/ 3646 STAGING p 1y t+r�77�'. --- J xA © 0 '\ DUMPSTER '. S�oRT A POTTY FILTER FABRIC 3646 I FITTED UNDER DRAINAGE FROM N 87'00 CONSTRUCTION AREA T.VAWSER'48"W 484.96' 1 n yY r}5 y. DRAIN INLET LID EXISTING CURB&GUTTER OR VALLEY GUTTTER i 3204' DRAIN INLET OR SEDIMENT SOURCE -- J648-�_-- ,.. .. r (IFTING) °xnwu T.VAWSER ' 3647 i5D 4 � NOTES: STRAW W WATTLES) - 1.DROP INLET FILTER FABRIC BAGS SHALL BE PLACED UNDER THE SECURED IN PLACE (2 CONST.STABILIZED CONST.ACCE$$ DRAIN INLET CRATE TO PROTECT DRAIN INLETS FROM SEDIMENT AND WITH GRAVEL BAG FEBRUARY,2015 S)AT EXIST.APPROACH _INSTALL DEBRIS DURING CONSTRUCTION. ^� 20'x6O'GRAVEL.ENTRY-8"DEPTH 2.INSPECT DAILY AND PRIOR TO RAINFALL FORECAST,DURING NOTES:. AS SHOWN RAINFALL AND AFTER RAINFALL EVENT.REPAIR AS NEEDED. 1.STRAW WATTLE(S)SHALL BE PLACED TO PROTECT DRAIN INLET FROM SEDIMENT AND DEBRIS DURING CONST. 3.INSTALL INLET BAGS ON ANY NEW CATCH BASINS THAT ARE. 2.INSPECT DAILY AND PRIOR TO RAINFALL FORECAST,DURING RAINFALL AND AFTER RAINFALL EVENT,REPLACE AS NEEDED. °°'� "531-14C-1 INSTALLED PRIOR TO COMPLETION OF CONST.ACTIVITIES.. 3.STRAW WATTLES SHALL BE IN PLACE WITH GRAVEL BAGS WITH NO GAPS AT THE INTERFACE WITH THE GUTTER. 4.GRAVEL BAGS SHOULD BE BURLAP BAGS LOOSELY FILLED WITH WELL GRADED SANDY GRAVEL MIXTURE WITH UNDER i" °e"°. 531-ITOWG 4 - Drain_Inlet Protecaon_Detail ROCK AND LESS THAN 2%PASSING THE#200 SIEVE. _ nt. 4 Straw Y�/attle.:Deetatl-._ C - 8 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 FIELD 5TREAM APARTMENTS =:=.....k._:.:.:.:. i 0 FIELD STRE AM EAM WAY,TWIN FALLS,IDAHO •:.:.:�:•:•:`:":•:•:•:' •:" ' •: .•:•:':.:•:•:.:•. :`:•::�"�'�'.�` '.�'�':'"' -�.`�'�'�:�:�:�' '" � A : '�:'" A •�,. ";';';';•;•`•`•'.`•`.•.".:':.'" • STACK ROCK " PROJECT SITE INFORMATION: i D B :`` „A' `` GROUP 0 30 e0 p0 feet < STACK ROCK GROUP,INC. PROPERTY,TOTAL AREA: 2 1 T,600 5gU8re feet - - L A N D 5 G A P E TOTAL AREA AFFECTED: 220.564 square feet I I • D ^ 7 TO TALLANDSGAPE AREA: 101,67'7 square feet �. I ^r� ;LL;+ B - f•`•` PAROHITAEG ARCHITECTURE/MASTER TOTAL PLANTER BED AREA: 56,522 square feet NORTH SCALE:1"=30' [� - E ®' � S TOTALLAWNAREA: 45,555 square feet I D D (� ® C B .' WILLET G HOWARD,FLA A A OFFICE:(206)945.0500 D ® EM�ILACKnocKa•our.com CITY OF TWIN FALLS REQUIREMENTS: THE GRAPHICS AN 1. 5GREENIN645UFFERING DESIGNS ON THIS SHEE 1.1. 20'min SCREEN BUFFER TO SCREEN FROM RESIDENTIAL TO ADJACENT INCOMPATIBLE USES _ ARE DELIVERABLES THAT REMAIN AT ALL TIME 1.2. 6'min 51DEAALK STRIP BETWEEN ARTERIALS AND SIDEWALK WITH LANDSGAPINb PROPERTY OF STAG I.E. IN LIEU OF FENCING,EVERGREEN TREES AND LANDSCAPE BERM TO BE PROVIDED I� ' C 2. TREES . . . . . . . . . . . . . . ... . . . . O . . . . . . . . . . . . .. . . . . . ! ROCK GROUP, ING 1 2.1. 1 TREE PER 500 square feet LANDSCAPED AREA ` REPRODUCTION OR REUS 2.5. 1 O 1,bT-1 square feet total, E E TREES REQUIRED,REQUIRED MET 7 c�e^n w•ion r•u•s�rrrr/ O F THIS P R O D U G 2.9. 50%REQUIRED TREES TO BE EVERGREEN,REQUIRED MET S. SHRUBS CONTAINED HERE IN 5.1. 1 PER 100 SQUARE FEET LANDSCAPED AREA o - PROHIBITED WITHOUT TH 3.2. 101.57'7 square feet total,1019 SHRUBS REQUIRED,REQUIRED MET -", ---.b'..�,.-�'=l ®®®' "'mom""--gym---------"„`"'"' - "'��"-""'�®"®��'"®�"`�- W. -----"' ®"®®® �`��� WRITTEN CONSENTO 5.5, 50%REQUIRED 5HRU55 TO BE EVERGREEN,REQUIRED MET I - 0 STACK ROCK GROUP,INC, -PLANTS ARE NOT TO TOUGH BUILDING 5TRUGTURES,CONTRACTOR 15 RESPONSIBLE TO ENSURE �� � ; '. � 0201 5 5TACK THAT ALL PLANTS LOCATED SUCH THAT 1'MIN 5PAGING DISTANCE BETWEEN BUILDING AND PLANTS I o s_________ - ________- .l ROCK GROUP,INC, AT MATURE 6ROWTH SPREAD p 1. All contractor work to be conducted In accordance with ISPWC 15.All Ball and Burlap trees to be Installed per detail 2/1-1.00. ®o •• - --------- --- A a- (Idaho standard public works conatruction),201 5;and city of Twin 16.All shrubs to be Installed per detail 1/L 1.00. Falls,Id codes,standards and state and local regulations. 17.All lawn areas adjacent to planters to have out edge per detail I oB .o• A A I >�+• P 2. All Utilities shall be located prior to con5tructlon and protected. B/L 1.00. F Any damage to structures,utilities or concrete will be replaced at 15.Lawn-sod area to be sodded with turf type tall fescue. I ® D D •� contractors expense. 11.Lay sod In sodded areas within 24 hours of harvesting.Lay sod to ®.... 9. The site may contain existing Improvements such as underground form a solid mass with offset,tightly fitted joints on even grades. •;.,,.;. F •� utilities,curb and gutter,light poles and sidewalks.See engineers H 20.All plant material shall meet or exceed the minimum federal I •® O4.�O plans for Information about existing features. standards as regulated by ANSI z6O.1,American Standard for c�."a»oo•• ©' ®® � 1. R Nursery Stock.Plants not meeting these standards for quality,or 3. efer to civil plans for all drainage pipes and locations.Protect I IS- F R v O� �G and retain drainage all times. .c� .cc� 9 plants determined to be unhealthy by Owner's representative,will be ® I ® ® ee 4. Prepare finish grades for planting by grubbing and removing weeds. rejected. .`. "`" I � If necessary apply Round-Up(or equivalent herbicide),using a 2 1.Trees shall not be planted within the 10'clear zone Of all storm I •:•p certified applicator.Remove rocks and other materlals over 2". drain pipe,structures,or facilities. p `•-��•` ` __ 0 S. Slopes throughout not to exceed 5:1. 22.Trees shall not be planted In 40'clear vision triangles, ® G b. All planter beds to receive a minimum of 1 5"depth of screened 25.Fertilize all trees and shrubs with'Agrfform'planting tablets or topsoil.Spread,compact,and fine grade topsoil to a smooth and approved equal.Apply per manufacturers recommendations. I EA E 1 uniform grade 2"below adjacent surfaces. 24.Irrigation System Shall be built to the following specifications: F 8 �_ "•-•" ••• ••••'"'• •:'S:•:':':1 -LL 9. All lawn areas to receive a minimum of 1 2"depth of screened 24.1.All Irrigation material to be new with manufacturer's warranty ;•;-;-;•;- '� e topsoil.Spread,compact,and fine grade topsoll to a smooth fully intact. J o _ uniform grade.1"below adjacent surfaces. 24.2.Irrigation system piping to be class 200 pvc at a minimum. : .• •"••• 6. All seeded areas to receive a minimum of 6"of screened topsoil. 24.9.All mainline pipe and wires to be buried a minimum of 16"and all - • t Spread,compact,and fine grade topsoil to smooth and uniform lateral piping to be buried a minimum of 1 2"below grade. odc ;.; :. . grade 'below adjacent surfaces. 24.4.All wires to be 14 gauge direct bury wire at a minimum.Size wire Z' 9. Reuse Of existing topsoll that has been stockpiled on site Is for correct voltage loss. '® f D ,1 1 permitted If: 24.5.Supply a minimum of two(2)spare wires to furthest valves from 9.1. Topsoil Is tested and analyzed to ensure a proper growing controller In all directions. ®® medium.Provide additional amendments as determined by Sol 24.6.Connect mainline to both pressurized system and potable B D tests.And water.Connection In approximate areas shown.Contractor If, �-- 9.2. Topsoil Is to be loose,friable sandy loam that Is clean and free responsible for complying with all codes and paying all permits of toxic materials,noxious weeds,weed seeds,rocks,grass or necessary. B ® O o other foreign materials. 24.T.Sprinkler heads shall have matched precipitation within each F O X Q 9.3. Topsoll should have a ph of 5.5 to T.O. control circuit.Velocities shall not exceed 5 feet per second. 9.4. If on site topsoil does not meet these minimum standards 24.6.Install indoor rated controller In speclfled location within a ® A �® F contractor is responsible for providing approved Imported building.Coordinate with general contractor and site - ® ®B op000 x -A D topsoil or Improving onsite topsoil per the approval of the electrician on exact location. •y` J Landscape Architect. 25.Landscape contractor to turn In as built drawings at the end of ••Go --- Q 10.if Imported topsoil is used It must be from a local source and be project.Substantial completion will not be granted until 2 copies 0 - I L screened free of any debris or foreign matter.Topsoil must not i"-20'seale are turned In and approved by owner's representative. : oo contain rocks,sticks,lumps,or toxic matter. 26.All plant material and workmanship shall be guaranteed for a period ,r eAcoo e ® s 1 1.Prepare finish grade Of topsoil to elevations set by Engineer's of one year beginning at the date of Acceptance by Owner.Replace a `.`.` -. .. - - _ _ H plans with positive drainage away from structures.Refer to all dead or unhealthy plant material immediately with same type and u ,•:•: OGoa ®� •,• ----- -- Engineer's plans for grading Information. size at no cost to Owner. $ oo. cue^R v�s1o:+rwnxGLe rrnl� V- 1 2.All planter beds shall be covered with a minimum 2"depth crushed 21.Contractor is responsible for 1 year of maintenance starting at the o cm L basalt rock mulch.Submit for approval.Install over commercial final date of acceptance by owner. • • 1- grade weed barrier fabric. 20.Coordinate date and time of tree planting with Landscape ' Q 15.Estimated quantities are shown for general reference only. Architect. Contractor shall be responsible for all quantity estimates 29.In the event of a discrepancy,notify the Landscape Architect • I (� • 4-1 1 4.All plant material shall be Installed per Industry standards.. Immediately. c N 87.00'48 4• • Q W NOTES: NOTES: 11,, NOTE: BAGKFILL SHALL BE 100% 1. DO NOT DAMAGE OR OUT LEADER 'INSTALL PER MANUFACTURER'S RECOMMENDATIONS .4A1 LL REMOVE ALL TAGS,TWINE OR TOPSOIL WATER SETTLE ALL 2. DO NOT DISTURB ROOT OR DAMAGE ROOT BALL WHEN INSTALLING TREE OR TREE 'ADERE TO PREPARATION d INSTALLATION SPECS BY,RAINBOW TURF PRODUGS,RUBBER OTHER NON BIODEGRADABLE PLANTINGS TO ENSURE PLANT STAKES. DESIGNS,LLG(FART 2,PART 5.05 6 PART 5.04) MATERIALS ATTACHED TO ROOTBALL MAINTAINS," 5. TREE STAKING 5HALL BE AT THE DISCRETION OF CONTRACTOR.HOWEVER ANY PLANT OR ROOT MASS. HEIGHT ABOVE EXISTING TREES DISTURBED FROM PLUMB DURING THE PLANT WARRANTEE PERIOD WILL BE REVISIONS 501L5 WHEN COMPLETE. REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE. a \ MRK DATE -rl tion 4. WATER PLANTS THOROUGHLY IMMEDIATELY AFTER INSTILLATION. a�X 19O S. REMOVE ALL BURLAP,TWINE,ROPE,OR MATERIAL FROM THE TOP OF THE 1� ®•• •• ROOTBALL. l'�(� ���p 6. 5'DIAMETER PLANTER BED/MULCH RING AROUND THE TRUNK OF THE TREE.3"OF BAGKFILL TO EDGE OF "'\u, MULCH MIN.DO NOT PLACE MULCH WITHIN 2"OF TRUNK OF TREE. SOFTFALL MATERIAL GAP 3"DEPTH SOFTFALL MATERIAL, POUREDWINU RF RU135FR MULCH, "PLAGE,RUBBER yO.^\Q TOP TWO TURF PRODUCTS BY RUBBER DESIGNS LLG,COLOR TERRA g MULCH FROM STRUCTURAL GRAFT V1515LE ABOVE GOTTA RED 1S AWAY FROM ROOTS:<9"BELOW SOIL LINE FOLD BURLAP FROM TRUNK OP PLANT. TOP OF ROOTBALL. TOP OF ROOT BALL 3"DEEP MULCH SOIL LINE OF THE TOP OF \/ LAWN 2"EDGE WHERE 2"DEPTH OF JOB NO: 231 DOWN INTO GROUND; MIN. LOWEST \\\\\\ TURF AND _MEDIUM GRIND DATE: FEB.]52015 STRUCTURAL ROOT THE ROOT BALL AFTER \///�////�/// m PLANTER MEET BARK MULCH SET TOP OF BALL REMOVING EXCESS SOIL. \/\\/\\ DRAWN BY: JB FLUSH WITH FINISH LAWN OR PAVING <5°BELOW TOP OF �Y;. 2-3"OF MULCH \//\// 8 8 8 8 8 8 7 OHECKEDBY: wH GRADE ROOT BALL BAGKFILL MIX SEE //��//TES AND /\\\ >: 5PEGIFICATIONS. \\///\\\///\\%\//\//\\/�\�\///�\/\\////\ \\/\\/\\/\\/\\//\\ DRawING nrLE 1 2"TO 1 6"FOR - PRELIM LARGER SHRUB S €S� ;{ _ ROOT 0ALL5, tt �j ; 501E SAUCER>9"HIGH - _L LANDSCAPE MAKE DEPTH REMOVE AT END OF - MIN.4"PEEP ER PROJECTI Wi ��� 4"DEPTH OF sq"ROAD MIX, THAN BALD _W i1Y ZW� COMPACTED TO PROCTOR LAYOUT BALL AND BURLAP PLANT GUT AND FOLD WIRE -� y W_ - A (if CONTAINER-GROWN BASKETROOTB FROM TOP OF -ub1l �iTidi i- COMPACT SOIL UNDER 5UB6RADE,COMPACTED TO PROCTOR SOIL SURFACE PLANT WITH ROOTS ROOTBALL TO 90% ROUGHENED TO LOOSENED AND PULLED PROCTOR. BIND WITH NEW OUT TO PREVENT PLANT 501L FROM BECOMING ROOT SHEET NUMBER 1 SHRUB PLANTING BOUND) 2 BALL AND BURLAP TREE PLANTING 3 SOFT SURFACE PLAYGROUND 4 LAWN EDGE AT PLANTER LOCATIONS(TYP) L 1 .00 32933B.16-01 B/4"-i'-O" 329 S4..3B-05 1"=1'-O" 32 I8I1-01 1"•V-O' 529413.25-02 SHEET 1 OF 3 1 2 1 3 1 4 1 5 6 1 7 8 1 9 1 10 1 2 3 1 4 1 5 1 6 7 8 9 1 10 STACK ROCK H GROUP PLANT SCHEDULE PLANT SCHEDULE STACK ROCK GROUP,INC. TREES BOTANICAL NAME/COMMON NAME COW GAL SIZE QTY SHRUBS BOTANICAL NAME/COMMON NAME SIZE QTY L AN D 9 G A PE ARCHITECTURE/MASTER AOer ginnals'Flame•/Flame Amur Maple 545 VOW 25 Arctostaphylos uva-urst'Massachusetts,/Massachusetts Manzanita 1 gal .41 P L A N N IN 6 WILLET G HOWARD,PLA Calamagrostis x aoutlflors'Karl Foerster'/Panther Reed braes 2 gal 516 OFFICE:(206)945,0500 w uM.IL: ,1C�\ Fague eylvatica•Tricolor'/Tricolor Basch B 4 B 2"Gal 14 orACK:wcKewur.cor, www.61AGKROGN6RORAOM Garyopterl*x elandOnensle•Blue Mist'/Blue Mist Shrub 2 gal 1 99 THE 6 R A P H I C 5 A N l OESI&N9 ON THIS SHEET �y Fraxlnus smerlcana'Autumn Purple'/Autumn Purple Ash 545 2"Gal 10 ARE DELIVERABLES THA �,/j' Halictotrlchon sempervirens'Blue Oats'/Blue Oat brae* 1 gal DS REMAIN AT ALL TIME PROPER- OF G ® ROCK 6TROUPS TINC O 61editsla trlacanthos Inermis'Shadema*ter'TM/Shademaster Locust 545 2"Gal 10 O Junlperus horizontalls'WlltonIV/Blue Rug Juniper 5 gal 1 9 1 GLASS 11 REPRODUCTION OR REUSE +, OF THIS PRODUCT CONTAINED HERE IN I Malus x'Indian Magic'/Indian Magic Grab Apple 545 2"Gal 56 O STACK ROCKK&GROUP Lavandula angustifolla'Hldoote'/Hideote Lavender 2 gal 256 PROHIBITED WITHOUT TH O 5TRUNK MINIMUM WRITTEN STACK O ROU ,INC Fannisetum alopecuroldes'Hameln'/Hameln Dwarf Fountain braes 2 gal 656 020155TAGK Flees omorlka'River*Ide•/Riverelde Serbian Spruce 545 49 ROCK GROUP,INC. Physocarpus opullfollue'Part's bold'/Yellow Ninebark 5081 52 Floes pungent,glauca/Colorado Blue Spruce 545 6'-'7'H 117 ® Physocarpus opulifoliue'Dlablo'/Diablo Ninebark 5041 61 F t,wY Plnus nigra/Austrian Black Pine 545 6'-'f'H 10 Taxus x media'Hloksli'/Hick*Yew 5 gal 99 Viburnum x burkwoodil/Burkwood Viburnum 5 gal 29 Plnus strobus'Pendula'/Pendulous White Pine 545 6'-7'H 51 c G Yucca fllsmentosa'holden Sword'/Adam's Needle 2 gal 60 ti •tiy.� Frunus Virginians'Canada Red'/Canada Red Chokecherry 545 2"Gal 14 MULTI-TRUNK LAWN G� Quercu*rubra/Red Oak 13415 VOW 4 E r '59'36" Z i • • - • C - - - — Off ---- LU �. + N I A A D D �c, Aloes+ o \ g day z_ • D L g 9 F cLU LL ® + + + + /y�., . .+ .•.`_l,_. _________ ____� M®MATE »SGYIPC1011 . CLEAR VISION TRIANGLE((YF)J —.} ---iE7�✓i�lt{Fr.. — T---------------------------------- --- ----lS�dl ��ir-------- — � — b9T4�UNTr------.------ B ------------- ---------------� 0 20 40 60 feet NORTH SCALE:1"=20' JOD No: t DATE: rEB.35 2015 DRAWN 8Y, JB GNEOK*D BY: WH DRAWING TITLE PRELIM LANDSCAPE LAYOUT A 51 EETNJMeER L1 .01 SHEET 2 OF 5 1 2 3 4 1 5 6 7 1 8 1 9 1 10 1 1 2 1 3 1 4 1 5 1 6 7 1 6 1 9 10 STACK ROCK IH GROUP STACK ROCK GROUP,INC. L A N D S C A P E � �if`TLItl1-WFr � ——————————— -----------���r.�� ��� -—--- ---_--i--I--1--— -———— ————— ———————————— -—-—————————— ARCHITECTURE/MASTER - _ _�� �_ F L A N N I N G WILLET G HOWARD,PLA ------- -.-. ......_.... ® OFFICE:(205)545.0500 - I EMAIL: WILL.BTAOKROOK•ROlT40M O �� I wwwATAOKHOOKBROUP.00M O e s THE GRAPHICS AN Z ® • — ® ® ® ® ® ® DAREIGNSON THIS SHEE STHA GOBBLE DRAINAGE REMAIN AT ALL TIME © •"�' PROPERTY OF STAG G �O: © © .. ROCK GROUP, ING © REPRODUCTION OR REUS V OF THIS FRODUC i — CONTAINED HERE IN I ®gyp © `y,. © PROHIBITED WITHOUT TH A A o WRITTEN CONSENT O F ® STACK ROCK GROUP,INC D D 02015 STACK ROCK 6ROUP,INC. ® ® F F CLUBHOUSE p 1.11``'®� F I O © • //��� • Y!. ® Ll® • F SOFT SURFACE •e1eN PLAY AREA d O� I 9 F J E CWIC. • - � •{� O ® yyYY ,z o ® A \ F p / 0 B ® G © ®® D LL F p. p w W BAbKETDALL Q �O I � � '4. 1 !{ COURT ® ® • ® ® p�® ��-�` I Q oo . oo. Lu o O O 0 CLEAR V1510N TRIANGLE(TYP) LL Z p CONC. R@V1910N9 OO MRK VAT@ esGYlptiOn i / • \ N 87'00'48" 4• B '•\ 32.04 LAWN SQ , .IOBNO: 251 DAT@: P@B,2B 7015 DRAWNBY: JB 0 20 40 t10 feet OH@OK@D BY: WH DRAWING TITL@ NORTH SCALE:111=20' PRELIM LANI7SISAPE LAYOUT A 5H5e71LN05R L 1 .02 SHEET 5 OF 5 1 12 13 14 15 16 7 8 19 1 10