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MAINTAIN REQ'D OVERHEAD SEISMIC STRAPPING: a <br /> CLEARANCE PER MFR'S PROVIDE 3/4"X 22 GAUGE 1" 10" <br /> RECOMMENDATIONS METAL STRAPPING WITH lW'x W CASE SCREWS INTO MIN FIRE BLOCKING <br /> HOT WATER OUTLET STUDS OR SOLID BLOCKING. ROOF TO WALL FLASHING a <br /> TO FIXTURES, LOCATE WITHIN THE UPPER 1/3& _ <br /> LOWER 113 OF THE VERTICAL �- 3 <br /> INSULATE PER DIMENSION. ¢_ <br /> ENERGY CODE THE LOWER STRAP SHALL BE ASPHALT SHINGLE <br /> REQUIREMENTS .F NOT LESS THAN 4"ABOVE O/ROOFING UNDERLAYMENT _ <br /> a ANY CONTROLS. ol 1.1/8"STAIR TREAD 12 ,. <br /> TEMPERATURE/PRESSURE \� 45 VENTED BLOCKING -- <br /> RELIEF VALVE 8 - ELECTRIC WATER -_- <br /> DISCHARGE LINE, 1/2"RISER PANEL _ <br /> ROUTE TO BUILDING NSTALL PER \\ ELEVATIONS <br /> EXTERIOR,SLOPE LINE 1/e" MANUFACTURER'S CLADDING <br /> PER FT.MIN. RECOMMENDATIONS 2x THRUST BLOCK <br /> TENSIONING BRACKET \no <br /> THERMAL TYP,FLOOR ASSEMBLY <br /> EXPANSION TANK -c 3 <br /> d <br /> d^� <br /> WATER HEATERS IN <br /> UNCONDITIONED CORROSION IIIE T.O.PLATE. <br /> LOCATIONS SHALL BE RESISTANT <br /> PLACED ON WATER-TIGHT PAN <br /> INCOMPRESSIBLE FIBER CEMENT SOFFIT c <br /> INSULATION,R-10 MIN. t;ERAJ <br /> 4"MIN.DNLINE, 2'-0"PER FLOOR PLANSOUTE TO BUILDING <br /> EXTERIOR,SLOPE LINE <br /> 1/8"PER FT.MIN. �w v' <br /> WATER HEATER REQUIREMENTS TYPICAL INTERIOR STAIR-BOTTOM ENTRY ROOF <br /> 1 - <br /> 1-HR FIRE-RATED PARTY <br /> WALL CONSTRUCTION FIRE BLOCKING <br /> TYP.FLOOR ASSEMBLY 1" 10" a"_ <br /> NON-FIRE RATED ROOF TO WALL FLASHING <br /> INTERIOR STAIR MIN. <br /> 2X4 VERTICAL ALIGNED W/RAFTER <br /> CONSTRUCTION <br /> ASPHALT SHINGLE <br /> O/ROOFING UNDERLAYMENT <br /> ROOF 70 WALL FLASHING <br /> STRINGER/LANDING <br /> FRAMING ^ 1-1/8"STAIR TREAD <br /> 1/2"RISER PANEL O <br /> FINISHED CEILING WHERE <br /> INDICATED ON PLANS OR \ V <br /> A7 STAIRS&LANDINGS REQUIRED FOR FIRE <br /> THAT BUTT INTO I-HR SEPARATION Q <br /> RATED WALL \ T.O.PLATE <br /> CONSTRUCTION,HOLD (3)1-1/4"x 14"LSL STRINGERS, <br /> 2x4 REINFORCING IF REQUIRED <br /> STRINGER&LANDING DUE 70 SPAN PER LSL MFR. r~r^^ w <br /> FRAMING BACK TO ALLOW vJ Q <br /> GWB TO RUN <br /> CONTINUOUS <br /> Z <br /> O <br /> U <br /> 6 3 ON-RATED STAIR AT PARTY WALL 9 TYPICAL INTERIOR STAIR-TOP 1 O ENTRY ROOF - - <br /> ,,, <br /> ' ASPHALT COMPOSITION <br /> (-- �i��` i� SHINGLES OVERROOFING <br /> 1 � � UNDERLAYMENT <br /> -- 2x4 OR 2x6 NOM.WOOD CAP(2x6 SHOWN) <br /> FABRICATE&INSTALL METAL CAP ' <br /> EXTERIOR WALL ASSEMBLY <br /> -- 2x4 NOM.WOOD TOP RAIL _____ FLASHING FOR LENGTH OF BEAM ' EDGE OF STEP FLASHING <br /> - ui <br /> 4x4 NON.WOOD POST LAP 6"SELF-ADHERING r, '�eAC BEHIND WEATHER <br /> ��XG <br /> FABRICATE&INSTALL SADDLE FLASHING RESISTANT BARRIER <br /> - 2x2 PICKETS, <br /> WOOD VERTICAL RESILIENT FLASHING STRIPS ii �$ <br /> 8 BUILDING PAPER OVER AT BEAM TO WALL INTERSECTION. C () <br /> Ir <br /> PICKETS,NOT MORE THAN 5"O.C. ry 5"x 5"x 7"LONG G.I.STEP C1 J <br /> FLANGE AT TOP AND SIDES& FLASHING Q J <br /> --- 2x4 NOM.WOOD BOTTOM RAIL UNDER BOTTOM FLANGE �iit ` �t/ C <br /> --- 5/4 NOM.COMPOSITE DECKING, 24 GA.GALV.SADDLE L—— �� �� —— MAINTAIN POSITIVE GAP J= cc <br /> F—rINSTALL PER MFR.RECOMMENDATIONS FLASHING-ALL JOINTS J(,„ INSTALL 5/18"FIBER CEMENT PANEL OF APPROX.1"BETWEEN p <br /> AT SIDE&BOTTOM SIDING&ROOFING r ) <br /> 4X10 BEAM SOLDERED 8 �i� 4„ WRAP SIDE OF BEAM W/S.A.M, v J W <br /> METAL COPING&CLEATS r' NOTCH SIDING AROUND = 0 <br /> � ® BOLT CONNECTION,ATTACH TO JOIST OR F.�,,:~,�`', i ADOITIONALLAYER AT TOP LAPPING <br /> TTT n� i� DNERTER a) p_ <br /> SOLID BLOCKING PER STRUCTURAL OVER SIDES <br /> - PER STRUCT INSTALL SELF-ADHERING 'py ' � 1/2" PREMANUFACTURED OR O LU V <br /> RESILIENT FLASHING 0/ 6 ,�1 FOLDED&SOLDERED <br /> -- JOIST TO BEAM CONNECTION PER PARAPET ASSEMBLY, DNERTER FLASHING 6 1L <br /> STRUCTURAL LAPPING OVER SADDLE 4�`�i (iL, z FLASHING ROOFING UNDERLAYMENT U aw51/2"X 15"CANTEL.BEAM ALIGNED <br /> ROOF SHEATHING <br /> WITH TOPOF 2X10 DECK JOISTS PER 1STRUCT � �I' INSTALL METAL ZEE FLASHING AT BASE DRIP EDGE OVER FASCIA <br /> W.R.B.CONTINUOUS <br /> WRAP BEAM UNDERSIDE WITH S.A.M., BEHIND TRUSS GUTTER <br /> WRAP SIDES 8"MIN. ABUTTING WALL <br /> 11 14 DECK-BEAM AT OUTBOARD EDGE SADDLE FLASHING-PERPENDICULAR DECK-BEAM WATER PROOFING DETAIL c ROOF TO WALL FLASHING <br /> NTS <br /> SOLID BLOCKING AS INDICATED BY STRUCT. <br /> LOCATION PROVIDE 30 MIN. <br /> CONDITIONED SLIDING GLASS DOOR PER PLANS <br /> SPACE VERTICAL UNOBSTRUCTED CLEARANCE ,d <br /> (2)CONT.BEADS COMPATIBLE SEALANT w <br /> .PS SUBSLAB INSULATION, BUTYL-BASED SELF-ADHERING \N o <br /> GARAGE UPTURN EDGETOTOPEDGE MEMBRANE FLASHING(NERVASTRAL, O <br /> (UNCONDITIONED) OF SLAB ON GRADED FORTIFLASH-BUTYL OR EQ.),WRAP UP = , <br /> ANGLE CUT JAMBS a"MIN. <br /> PREFINISHED METAL ZEE FLASHING la' SULATION <br /> a <br /> 5/4 NOM.COMPOSITE DECKING, O <br /> INSTALL PER MFR.RECOMMENDATIONS <br /> PRESSURE TREATED Zx LEDGER,SIZE °JOB NO.: <br /> AND ATTACHMENT PER STRUCTURAL <br /> 22205 <br /> PRESSURE TREATED 2x JOISTS,SIZE <br /> F AND ATTACHMENT PER STRUCTURAL DAM FINISHSE FILL TILATERAL ATTACHMENT DEVICE,SIZEINSULATION INSULATION -PLOT DATE <br /> CEILINGAND LOCATION PER STRUCTURAL PERIMETER PLANS1/17/20241:37.48 PM <br /> PREFINISHED METAL ZEE WITH DRIP WEATHERSTRIPPINGING TRIM DATE: 06/08/2023 <br /> EDGED OR SELF-ADHERINGMEMBRANE FLASHING FINISHED GAS 0/ MDF TRIM, ;�SCALE: As Indicated <br /> PLYWOOD OR OSBTEDDRAWN: MB <br /> WEATHER BARRIER BACKING,BATT ORRIGID INSULATION TO F TRUSSES CHCKD: TM <br /> MATCH CEILING <br /> CLADDING PER ELEVATIONS INSULATION R-VALUE C GENERAL SHEETS <br /> ". SHEET NO.: <br /> INSULATED SLAB AT GARAGE WALL 19 1 1 DECK-LEDGER AT WALL ATTIC ACCESS PANEL E A22 <br />