Laserfiche WebLink
MAINTAIN REQ'D OVERHEAD <br /> P CLEARANCE PER MFR'S SEISMIC STRAPPING: <br /> RECOMMENDATIONS PROVIDE 3/4"X 22 CAUGE 1" 10° <br /> METAL STRAPPING WITH <br /> 1/4"x 3"CASE SCREWS INTO MIN. o <br /> HOT WATER OUTLET STUDS OR SOLID BLOCKING. FIRE BLOCKING <br /> IN FIXTURES, LOCATE WITHIN THE UPPER 113 8 A <br /> INSULATE PER LOWER 1/3 OF THE VERTICAL ROOF TO WALL FLASHING <br /> ENERGY CODE DIMENSION. a <br /> REQUIREMENTS THE LOWER STRAP SHALL BE <br /> NOT LESS THAN 4"ABOVE - 3 <br /> ANY CONTROLS. ASPHALT SHINGLE <br /> TELIEF ALVE 8,RESSURE� ® _ O/ROOFING UNDERLAYMENT <br /> RELIEF VALVE 8 1-1/8"STAIR TREAD 12"DISCHARGE LINE, I �_ i ELECTRIC WATER <br /> ROUTE TO BUILDING I HEATER. <br /> EXTERIOR,SLOPE LINE 1/8" INSTALL PER VENTED BLOCKING <br /> PER FT.MIN. I I MANUFACTURER'S \ "2"RISER PANEL <br /> RECOMMENDATIONS <br /> TENSIONING BRACKET I Zx THRUST BLOCK CLADDING PER <br /> \I LEVATIONS THERMAL E <br /> —— \ <br /> FLOOR R ASSEMBLY � S <br /> EXPANSION TANK TYP � c o <br /> WATER HEATERS IN I \' — I ) <br /> UNCONDITIONED LOCATIONS SHALL BE CORROSION <br /> PLACED ON I RESISTANT <br /> Yu <br /> v <br /> INCOMPRESSIBLE WATER-TIGHT PAN T.O.PLATE e d m <br /> INSULATION,R-10 MIN. <br /> ® 3/4"MIN.DRAINLINE, # <br /> ROUTE TO BUILDING EXTERIOR,SLOPE LINE Z-0"PER FLOOR PLANS FIBER CEMENT SOFFIT <br /> 1 <br /> 1/8"PER FT.MIN. - <br /> 3 WATER HEATER REQUIREMENTS y <br /> 4 TYPICAL INTERIOR STAIR-BOTTOM <br /> N <br /> -R FIRE-RATED PARTY '�_' 5 ¢�� <br /> WALL CONSTRUCTION ENTRY <br /> ' <br /> NON-FIRE RATED <br /> INTERIOR STAIR CONSTRUCTION TYP.FLOOR ASSEMBLY <br /> 1 icy <br /> MIN. <br /> STRINGERILANDING <br /> FRAMING <br /> I. ry <br /> 1-1/8"STAIR TREAD <br /> THAT \ Z <br /> AT STAIRS B LANDINGS \ <br /> 1/2"RISER PANEL <br /> RATED A INT01-HR FINISHED CEILING WHERE \ O <br /> RATED WALL <br /> CONSTRUCTION,HOLD INDICATED ON PLANS OR <br /> STRINGER 8 LANDING REQUIRED FOR FIRE <br /> SEPARATION !, J <br /> FRAMING BACK TO ALLOW \ V <br /> CON TO RUN (3)1-1/4"x 14"LSL STRINGERS, \ <br /> CONTINUOUS <br /> 2x4 REINFORCING IF REQUIRED m <br /> - DUE TO SPAN PER LSL MFR. LLL <br /> 6 NON-RATED STAIR AT PARTY WA f Uj <br /> LL Z Q <br /> 3"=1' <br /> 9 TYPICAL INTERIOR STAIR-TOP O <br /> ASPHALT COMPOSITION <br /> SHINGLES OVER ROOFING <br /> 2x4 OR 2x6 NOM.WOOD CAP(2x6 SHOWN) ` ' ��„i� UNDERLAYMENT <br /> l 2x4 NOM.WOOD TOP RAIL OF <br /> 4x4 NOM.WOOD POST i< EDGE STEP FLASHING <br /> BEHIND WEATHER w <br /> 2x2 NOM.WOOD VERTICAL `�5 RESISTANT BARRIER <br /> APIRESSURETREATED <br /> PICKETS,NOT MORE THAN 5"O.C. 5"x5"x7"LONG G.I.STEP C U2x4 NOM.WOOD BOTTOM RAIL < FLASHING Q O JJ5/4TALL COMPOSITE DECKING, MAINTAIN POSITIVE GAP �y C =NSTALL PER MFR.RECOMMENDATIONS OF APPROX.V BETWEENl -�SIDING&ROOFINGvBOLT CONNECTION,ATTACH TO JOIST OR C 11JSOLID BLOCKING PER STRUCTURAL - NOTCH SIDING AROUND (�DIVERTER <br /> NZ oRESSURE TREATED R JOISTS&RIM,SIZE PREMANUFACTURED OR � <br /> ND ATTACHMENT PER STRUCTURAL FOLDED&SOLDERED w U <br /> OIST TO BEAM CONNECTION PER DIVERTER FLASHING . `O LL <br /> TRUCTURAL LRESSURE TREATED BEAM,SIZE ROOFING UNDERLAYMENT UND ATTACHMENT PER STRUCTURAL aOSTCAP ROOF SHEATHING POST,SIZE& co <br /> 11 BRACING PER STRUCTURAL DRIP EDGE OVER FASCIA <br /> 0 12 - W.R.B.CONTINUOUS <br /> BEHIND TRUSS GUTTER <br /> DECK-BEAM AT OUTBOARD EDGE ABUTTING WALL <br /> E 1"=1' 15 NOS F TO WALL FLASHING <br /> 14 J <br /> CONDITIONED <br /> SPACE <br /> SOLID BLOCKING AS INDICATED BY STRUCT. <br /> GARAGE XPS SUBSLAB INSULATION SLIDING <br /> 7 <br /> SLIDING GLASS DOOR PER PLANS <br /> LOCATION TO PROVIDE 30 MIN. <br /> r (UNCONDITIONED) UPTURN EDGE TO TOP EDG (2)CONT.BEADS COMPATIBLE SEALANT VERTICAL UNOBSTRUCTED CLEARANCE <br /> ~ OF SLAB ON GRADE WITH BUTYL-BASED SELF-ADHERING <br /> o ANGLE CUT <br /> MEMBRANE FLASHING(NERVASTRAL, y <br /> FORTIFLASH-BUTYL OR EQ.),WRAP Up <br /> O a_ <br /> JAMBS 8"MIN. 'w - <br /> I.. <br /> � PREFINISHED METAL ZEE FLASHING <br /> N 5/4 NOM.COMPOSITE DECKING, 2'-0"O.C. <br /> INSTALL PER <br /> MFR. 1� Qi1 <br /> p I w a <br /> L RECOMMENDATIONS <br /> c O <br /> c <br /> m PRESSURE TREATED 2x LEDGER,SIZE <br /> AND ATTACHMENT PER STRUCTURAL <br /> SSURE JOB NO.: <br /> w ~ Ili ISTS,SIZE <br /> AND ATTACHMENTE PER SORUCTURAL 1'-10" _-- 22205 <br /> E INSULATION 2Z'z 30"MIN. LOOSE FILL OR <br /> PER AND LOCATIONC ERE TR DEMUR.L7E DAM FINISHED OPENING BATT INSULATION PLOT DATE <br /> STRUCT. <br /> o° PREFINISHED METAL ZEE WITH DRIP PERIMETER GWB CEILING - 1/17/2024 1:39:33 PM <br /> EDGED OR SELF- WEATHERSTRIPPING PER PLANS <br /> ADHERING <br /> MEMBRANE FLASHING FINISHED GWB O/ CASING TRIM DATE: 06/08/2023 <br /> WEATHER BARRIER PLYWOOD OR OSB 1/4"MDF TRIM, L.SCALE: As indicated <br /> INSULATED SLAB AT GARAGE WALL <br /> ^' BACKING,BAIT OR PAINTED <br /> RIGID INSULATION TO f DRAWN: MB <br /> MATCH CEILING ROOF TRUSSES <br /> 16 ,,:_,, 17 -- <br /> CLADDING PER ELEVATIONS CHCKD: '�M <br /> INSULATION R-VALUE <br /> ''8 GENERALSHEETS <br /> v DECK-LEDGER AT WALL sHEe7 No.: <br /> 19 1"=1' ATTIC ACCESS PANEL <br /> 20 ,::=,, /y <br />