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MAINTAIN REQ'D OVERHEAD SEISMIC STRAPPING: c <br /> CLEARANCE PER MFR'S PROVIDE 314"X 22 GAUGE <br /> RECOMMENDATIONS METAL STRAPPING WITH MIN. FIRE BLOCKING u A <br /> fair 1� 1/4"x3"CASE SCREWS INTO <br /> m <br /> HOT WATER OUTLET STUDS OR SOLID BLOCKING. ROOF TO WALL FLASHING ;� e <br /> TO FIXTURES, LOCATE WITHIN THE UPPER 113& .. <br /> LOWER 113 OF THE VERTICAL =J 3 <br /> INSULATE PER �= <br /> DIMENSION. <br /> ENERGY CODE acG <br /> REQUIREMENTS NOT LOWER STRAP SHALL BE ASPHALT SHINGLE <br /> NOT LESS THAN 4"ABOVE O/ROOFING UNDERLAYMENT < <br /> ANY CONTROLS. 12° <br /> ® 1-1/8"STAIR TREAD Q 5^ <br /> TEMPERATURE/PRESSURE VENTED BLOCKING <br /> RELIEF VALVE 8 __ ELECTRIC WATER <br /> DISCHARGE LINE, 1/2"RISER PANEL <br /> ROUTE TO BUILDING W8TALL PER \ CLADDING PER G <br /> EXTERIOR,SLOPE LINE 1/8" MANUFACTURER'S <br /> PER FT.MIN. RECOMMENDATIONS \ 2.THRUST BLOCK ELEVATIONS 6 N <br /> TENSIONING BRACKET \� o <br /> m <br /> THERMAL TYP.FLOOR ASSEMBLY - --- -0 3 <br /> EXPANSION TANK - _ <br /> WATER HEATERS IN m <br /> UNCONDITIONED CORROSION <br /> LOCATIONS SHALL BE RESISTANT <br /> PLACED ON WATER-TIGHT PAN <br /> INCOMPRESSIBLE FIBER CEMENT SOFFIT - <br /> INSULATION,R-10 MIN. 3/4"MIN.DRAINLINE, 2'-0"PER FLOOR PLANS <br /> ® ROUTE TO BUILDING = <br /> EXTERIOR,SLOPE LINE <br /> 1/8"PER FT.MIN. <br /> 1 q WATER HEATER REQUIREMENTS 4 TYP,CAL INTERIOR STAIR-BOTTOM 5 ENTRY ROOF <br /> 1-HR FIRE-RATED PARTY J <br /> WALL CONSTRUCTION <br /> TYP.FLOOR ASSEMBLY 1" 10" awalm sm.ew, <br /> NON-FIRE RATED MIN. <br /> INTERIOR STAIR <br /> CONSTRUCTION <br /> STRINGER/LANDING <br /> FRAMING \ ^ 1-1/8"STAIR TREAD <br /> \ 1/2"RISER PANEL O <br /> FINISHED CEILING WHERE J <br /> INDICATED ON PLANS OR 0 <br /> AT STAIRS&LANDINGS REQUIRED FOR FIRE <br /> THAT BUTT INTO 1-HR SEPARATION Q <br /> CONSRATETRUCT ON,HOLD (3)1-1/4"x i4"LSL STRINGERS, \\ <br /> 2x4 REINFORCING IF REQUIRED <br /> STRINGER 8 LANDING DUE TO SPAN PER LSL MFR. w <br /> FRAMING BACK TO ALLOW Z Q <br /> GWB TO RUN <br /> CONTINUOUS <br /> O <br /> U <br /> NON-RATED STAIR AT PARTY WALL TYPICAL INTERIOR STAIR-TOP <br /> 6 T'1' 9 <br /> L COMPOSITION <br /> SHINGLES <br /> \T SHINGLESS OVER ROOFING <br /> ` UNDERLAYMENT <br /> 2x4 OR 2x6 NOM.WOOD CAP(2x6 SHOWN) ' <br /> EDGE OF STEP FLASHING W <br /> 2x4 NOM.WOOD TOP RAIL n< BEHIND WEATHER <br /> 4x4 NOM.WOOD POST h `�5 RESISTANT BARRIER <br /> 2x2 NOM.WOOD VERTICAL 5"x 5"x T'LONG G.I.STEP =O J <br /> _L— PICKETS,NOT MORE THAN 5"O.C. FLASHING J <br /> 2x4 NOM.WOOD BOTTOM RAIL <br /> MAINTAIN POSITIVE GAP L Ir <br /> 5/4 NOM.COMPOSITE DECKING, OF APPROX.1"BETWEEN coo � <br /> INSTALL PER MFR.RECOMMENDATIONS SIDING&ROOFING <br /> NOTCH SIDING AROUND C7 <br /> BOLT BLOCKING <br /> PERTT RU TO JOISTOR DIVERTER 7 O_ <br /> I SOLID BLOCKING PER STRUCTURAL L <br /> FOLDED—PREMA UFACTURED OR O <br /> PRESSURE TREATED 2x JOISTS&RIM,SIZE FOLDED&SOLDERED Lll U <br /> AND ATTACHMENT PER STRUCTURAL DIVERTER FLASHING Cl <br /> JOIST TO BEAM CONNECTION PER 7 Q <br /> STRUCTURAL ROOFING UNDERLAYMENT L (� a <br /> PRESSURE TREATED BEAM,SIZE W <br /> AND ATTACHMENT PER STRUCTURAL ROOF SHEATHING <br /> POST CAP <br /> PRESSURE TREATED POST,SIZE& DRIP EDGE OVER FASCIA <br /> BRACING PER STRUCTURAL W.R.B.CONTINUOUS <br /> BEHIND TRUSS GUTTER <br /> 2 <br /> ABUTTING <br /> 11 12 13 14 DECK-BEAM AT OUTBOARD EDGE 15 NTS F TO WALL FLASHING <br /> SOLID BLOCKING AS INDICATED BY STRUCT. <br /> LOCATION TO PROVIDE 30 MIN. <br /> £ CONDITIONED SLIDING GLASS DOOR PER PLANS VERTICAL UNOBSTRUCTED CLEARANCE <br /> SPACE <br /> (2)CONT.BEADS COMPATIBLE SEALANT y <br /> XPS SUBSLAB INSULATION, BUTYL-BASED SELF-ADHERING <br /> GARAGE UPTURN EDGE TO TOP EDGE MEMBRANE FLASHING(EQ.),WRAP <br /> U <br /> (UNCONDITIONED) OF SLAB ON GRADE WITH FORTIF8"MIN.UTYL OR EQ.),WRAP UP , <br /> r ANGLE CUT JAMBS 8"MIN. _ <br /> o PREFINISHED METAL ZEE FLASHING 2-0"O.C. d <br /> 514 NOM.COMPOSITE DECKING, <br /> INSTALL PER MFR.RECOMMENDATIONS <br /> u <br /> `a '- PRESSURE TREATED LEDGER SIZE 'JOB NO.: <br /> N AND ATTACHMENT PER <br /> STRUCTURAL - 22205 <br /> PRESSURE TREATED 2x JOISTS, Ll <br /> `o ------ AND ATTACHMENT PER STRUCTU IRAL 22"x 30"MIN. <br /> r pqM FINISHED OPENING LOOSE FILL OR <br /> LATERAL ATTACHMENT DEVICE,SIZE INSULATION BATT INSULATION -PLOT DATE <br /> AND LOCATION PER STRUCTURAL GWB CEILING <br /> 1/17/2024 1:39:33 PM <br /> m <br /> PERIMETER PER PLANS <br /> / PREFINISHED METAL ZEE WITH DRIP WEATHERSTRIPPING CASING TRIM DATE: 06/082023 <br /> E EDGEDAN SELF-ADHERING FINISHED GWB O/ 1/a"MDF TRIM, v SCALE: As Indicated <br /> PER l(�TJ() MEMBRANE FLASHING PLYWOOD OR OSB PAINTED <br /> WEATHER BARRIER i DRAWN: MB <br /> STRUCT. BACKING,BATT OR CHCKD: 7M <br /> RIGID INSULATION TO ROOF TRUSSES <br /> MATCH CEILING <br /> INSULATION R-VALUE <br /> CLADDING PER ELEVATIONS " GENERAL SHEETS <br /> s <br /> SHEETNO.: <br /> ,N <br /> h INSULATED SLAB AT GARAGE WALL DECK-LEDGER AT WALL ATTIC ACCESS PANEL A22 <br /> 16 ,,,_,, 17 -- -- - 18 19 ,,,_,, 20 <br />