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09-18-2017 Planning Commission Packet
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09-18-2017 Planning Commission Packet
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2/8/2018 12:24:01 PM
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ROOF CONSTRUCTION: (EXTERIOR TO INTERIOR) <br /> MOTORIZED PATCH COVER • E.PDM.ROOFING <br /> WI ATTACHED HANDRAIL • F'EFINISHED METAL ROOF EDGE W/DRIP <br /> • PREFINISHED METAL FLASHING AT VERTICAL WALLS,ETC.UN.O. <br /> • 300 ROOFING FELTS <br /> • ICE 4 WATER SHIELD ROOF EDGES,SHED ROOFS AND TYPICALLY 5"MIN. <br /> 3,-�„ UP ADJACENT WALLS UNDER BLDG.PAPER <br /> • FASCIA/SOFFIT CONSTRUCTION: • 1/2"CDX PLYWOOD <br /> �� <br /> = s HATCH r • 1x4 DRIP ON 5/4 x 10 FASCIA BD.,TYP.U.N.O. • PRE-ENGINEERED ROOF TRUSSES a 24'OL TYPICAL,VERIFY.DESIGN 44TC <br /> -INSIDE CLR • PREFIN.METAL ROOF EDGE W/DRIP COORDINATION BY TRUSS SUPPLIER(TO BE COORDINATED WITH EL <br /> 3/8"SUPERPLY SOFFIT WITH 3"CONTINUOUS VENTING STRUCTURAL DESIGN) <br /> Q t / • 1x8 r3 CEDAR T4G V-JOINT•FRONT ENTRY SOFFIT • PROVIDE 1-1/1"MIN.AIR SPACE UNDER SHEATHING W/AIR CHUTES AT ALL <br /> +)- • 2x FRIEZE BOARD PER EXTERIOR ELEVATIONS VENTED CONDITIONS. _ <br /> - Q • FASCIA/SOFFIT CONSTRUCTION: — <br /> 0 �o r &" CURB DETAIL,TYP. • 1x4 DRIP ON 5/4 x 10 FASCIA BD.,TYP.M.O. <br /> ' I- I( • 3/8"SUPERPLY SOFFIT WITH 3"CONTINUOUS VENTING <br /> i-(1di <br /> -1 111 • 1x8*3 CEDAR TIG V-JOINT a FRONT ENTRY SOFFIT <br /> Ma c <br /> I • 2x FRIEZE BOARD PER EXTERIOR ELEVATIONS <br /> fil0 •• 2"CLOSED CELL FOAM PLUS <br /> BLOWN FIBERGLS.NSUL.TO R-50 WI <br /> a\0 = r • b MIL.POLY VAPOR BARRIER <br /> T-0" ON THE WART SIDE <br /> ,, t; r- .1 ----------1---r-- ." , • 5/5"GYP.BOARD s CLG. <br /> —c WALL CONSTRUCTION: <br /> /. • STUCCO- 3 COAT, <br /> • WEEP SCREED ABV.GRADE <br /> 3'-6" CLR 3'-0" HT. ---� • MTL.LATH <br /> TREAD WIDTH HANDRAIL • "HOME SLICKER RAINSCREEN" <br /> DRAINAGE PLANE <br /> / • (2)LAYERS 60 MN.GRADE 'D'FELT <br /> • 1/2"CDX PLYWOOD SHEATHING <br /> • 2x6 STUDS W/R-21 CLOSED-CELL FOAM <br /> • AND/OR BATT INSULATION -VER W/OWNER <br /> • S MIL POLY VAPOR BARRIER <br /> - • 1/2"GYP.BD. <br /> 3 I-IATCI-I/RAILINCz DETAIL 4 ROOF EDGE/CURS DET. * T.O.UPPER\LEVELS <br /> A6 SCALE: 3/8"• 1'-0" A6 SCALE: 3/8". 1'-0" ELEV..95132' <br /> FLOOR CONSTRUCTION: al <br /> 16'-0"L. X3'-0"W. • FLOOR FINISH/SUBSTRATE AS REQUIRED <br /> • 3/4"T4G PLYWOOD GLUED I SCREWED <br /> INT. CLR. 9 CURB • FLOOR TRUSSES SET ON TRT'D.WD.SILL 1E ON SILL ^A <br /> / <br /> 16'-0" INSULATED MOTORIZED SEAL,VER SIZE OF SILL eW/FDTN WALL DETAILS <br /> 3'_0u ROOF HATCH • <br /> RIM JOIST PENETRATIONS AVE BEENRIM JOIST,R-2I SPRAY FOAM COMPLETED <br /> PLETEDAFTER L <br /> k / W/ ATTACHED H. RAIL <br /> A. <br /> -- PATCH DOOR IN <br /> III \� . OPEN POSITION fa <br /> ROCS In ; <br /> 1".111111.1t ii111111.11111111111111111 fiE ;!...3. <br /> o �► HATCH \ HEAD HT. (Y.' _ <br /> r —� MOTOR 0 <br /> r m STAIR �� MSTR BEIPRM. :ci _ FLOOR SLAB: <br /> 0 ` 61 ' • 4"POURED CONC.SLAB REINFORCED PER 6l <br /> I— "I —� GAS - STRUCTURAL ON 2"RIGID INSULATION <br /> —` F P CONC.CURBS AS REQUIRED <br /> • 8"COMPACTED,WASHED ROCK DRAN BED DRANING <br /> - ` \ A\ TO DRAIN TILE(AS CALLED OUT BLW.)AND RADON <br /> 1 ,__� I �J \� COMPACTED GRANULAR FILL ON SUITABLE SOIL- <br /> _ -` \ i = HEAD VENTILATION. <br /> HT. VERIFY AT EXCAVATION <br /> PA RY `�. \',INCx/ &RT. RM. `ENTRY <br /> r 6n --, Fecvrun _ cnTIJ rr'l.I4TD' d/=YT Tr) "1T1 <br />
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