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e <br />CLA35 B SHINGLE ROOFING <br />OVER BUILDING PAPER <br />-- <br />CLASS B SHINGLE <br />CLASS B SHINGLE <br />— CLASS B SHINGLE <br />CLASS B SHINGLE <br />SEE ROOF ASSEMBLES <br />: <br />ROOF OVER BLDG PAPER <br />SEE ROOF ASSEMBLES. <br />/ <br />ROOF OVER BLDG PAPER <br />SEE ROOF ASSEMBLES. <br />��� ROOF OVER BLDG PAPER <br />VERIFY SLOPE SEE ROOF ASSEMBLES, <br />C <br />ROOF OVER BLDG PAPER <br />VERIFY SLOPE <br />VERIFY SLOPE <br />12 W/ ROOF PLAN. <br />VERIFY SLOPE <br />SEE ROOF ASSEMBLES, <br />SIDING <br />r CONT. METAL DRIP EDGE. <br />12 W/ ROOF PLAN <br />R-38 INSULATION <br />12 W/ ROOF <br />PLAN. <br />10 <br />R-38 INSULATION <br />12 W/ ROOF PLAN. <br />R-3B INSULATION <br />—'1" BUILDING PAPER <br />+ <br />B <br />BAFFLE <br />� 6 <br />BALE <br />� 8 <br />BAFFLE <br />FASTENER AT TOP EDGE <br />all Or <br />VENT BLOCKING <br />VENT BLOCKING <br />i— VENT BLOCKING <br />VENT BLOCKING <br />_--�_ <br />FRY REGLET TYPE 5TX <br />2x8 RAKE <br />Ix2 TRIM <br />4 <br />Ix2 TRIM <br />COUNTER FLASHING <br />2x CUTRIGER s 24" U.C. <br />12 <br />2x8 FASCIA <br />- L-METAL FLASHING <br />3ka" <br />- <br />�STRIPPING PLY <br />— TOPPING SLAB, SLOPE AWAY <br />PLYWD SOFFIT OVER <br />1'_0' 2 LAYERS 5�" TYFE 'X' GWB. <br />/ <br />CONT. METAL <br />5/0" CrYP. <br />( <br />T. METAL <br />CONT. METAL <br />FROM BLDG. MIN li " PER FT. <br />e <br />14"x18" REC. <br />IB"x18" DIMO D <br />GUTTER W/ <br />T BOARD <br />CONT. METAL <br />( GUT <br />\ GUTTER W/ <br />FIELD MEMBRANE EPDM <br />24 x24 DIMO p <br />DOWNSPOUTS <br />OVER <br />VE <br />GUTTER W/ <br />- - - - _ _ - <br />- - - DOWNSPOUTS <br />DOWNSPOUTS <br />SEE ELEV. <br />PER ELEVATION <br />sia�' TYPE 'X' <br />DOWNSPOUTS PER <br />J <br />PER ELEVATIONS. <br />PER ELEVATION <br />PROTc'GTION PAD <br />FOR X PREMANUFACTURED TRUSS <br />2x8 FASCIA <br />P. BHEATNINCs. <br />24° ELEVATIONS. <br />ALIGN BOTTOM <br />OF FASCIA WITH <br />LOCATIONS. PER STRUCTURAL <br />RIFY W/ ROOF PL <br />FASCIA AT 6:12 <br />2x8 FASCIA <br />SHEATHING OVER DECK <br />GABLE END VENT W/ <br />N INSECT SCREEN <br />Ix4 TRIM <br />RCn-F APROX <br />12" OVERHANG. <br />2x8 FASCIA <br />Ix2 TRIM <br />FRAMING PER STRUCT. <br />N <br />TYPICAL EXTERIOR WALL <br />2x6 TRIM <br />SEE PLANS AND <br />TYPICAL EXTERIOR <br />TYPICAL EXTERIOR WALLSEE <br />ASSEMBLY SCHEDULE. <br />BEAM PER STRUCTURAL <br />WALL SEE <br />AND ASSEMBLY S <br />PLANS AND <br />VERIFY SIZE COMPLIES <br />SCHEDULES <br />ASSEMBLY SCHEDULE. <br />L_ <br />AS 1 HOUR /HEAVY TEMBER <br />DECK <br />FLASHING / WATERPROOFING <br />EAVE AT VAULTED <br />CEILING <br />SAYE AT <br />BREEZEWAY <br />EAYE <br />EAYE <br />2� <br />�GA5�LEEND <br />12 <br />S <br />SCALE: 3 1 0 <br />SCA E: 1 1 0 <br />SCALE: 1 1 0 <br />SCALE: 1 -I 0 <br />SCALE: i -I 0 <br />SCALE: I _I 0 <br />— CLASS B SHINGLE ROOFING <br />OVER BUILDING PAPER <br />SEE ROOF ASSEMBLESTYPICAL <br />CONT. TRUSS PER STRUCTURAL <br />EXTERIOR L <br />AT RIDGE. <br />ASSEMBLY SEE FLOOR <br />SIDING PER ELEVATION LAP OVER <br />/— 51DING PER ELEVATION LAP OVER <br />r CONT. METAL DRIP EDGE. <br />` <br />s <br />is TYPE 'k GWB DRAFTSTOP <br />24 <br />PLANS AND SCHEDULE. <br />FLASHING AND COUNTER FLASHING <br />FLASHING AND COUNTER FLASHING <br />PER UBC SEC, 1083 <br />5%" TYPE 'X' GWB DRAFTSTOP <br />4 �3 <br />2X6 PLATE OVER Ixb MUD SILL <br />CONTINUOUS METAL COUNTER <br />CONTINUOUS METAL STEP FLASHING. INSTALL <br />= <br />w <br />SEE ROOF PLAN FOR LOCATIO <br />NOTE: SEE STRUCTURAL SHEAR <br />B <br />PER UBG SEC. 1083 <br />BEE ROOF PLAN FOR LOCATIONS <br />ATTACH PER STRUCTURAL <br />FLASHING. LAP OVER TOP SHINGLE COURSE. <br />PER WRITTEN RECOMMENDATION OF NRCA MANUAL <br />( <br />i <br />> <br />WALL REQ. FOR ALT. MATTERIAI <br />. <br />> <br />NOTE: SEE STRUCTURAL SHEAR <br />2" MIN TOPPING SLAB <br />t1 Z <br />v Z <br />ASPPALT COMPOSITION ROOF <br />2x8 RAKE <br />> � <br />w <br />- PREMANUFACTURED TRUSS <br />> 0 <br />WALL REG. FOR ALT. MATTERIAL. <br />OVER PROTECTION BOARD <br />� <br />CONTINUOUS METAL FLASHING. <br />SHINGLES PER SPECIFICATIONS. <br />� u <br />PER STRUCTURAL. <br />� <br />m u <br />OVER WATERPROOF MEMBRANE. <br />INSTALL IN ACCORDANCE WITH WRITTEN <br />ui N <br />N <br />PLYWOOD OVER DECK JOIST <br />RECOMMENDATIONS IN NRCA MANUAL. <br />2x OUTRIGER a 24" O.C. <br />Q ui <br />CDw <br />PREMANUFACTURED TRUSS <br />ATTACH PER STRUCTURAL. <br />--- <br />— --- ---- <br />�n <br />PER STRUCTURAL. <br />- <br />SLOPE AWAY FROM BLDG. <br />WEATHER RESISTIVE BARRIER <br />2x8 BLOCKING ATTACH <br />SOLID BLOCKING <br />In <br />__ <br />_ _ <br />114" PER FT.. . <br />TURN UP VERTICAL WALL <br />a GDX PLYWOOD <br />I' -0" <br />PER STRUCTURAL <br />D- <br />m <br />SLOPE JOISTS <br />MINIMUM OF 4 <br />ROOF SHEATHING <br />R-38 GATT INSULATION <br />R-38 BATT IN5ULAT!ON <br />a <br />DC <br />R-n BATT INSULATION <br />WEATHER RESISTIVE BARRIER <br />AT RIM JOIST TYP. <br />2" MIN AS SPECIFIED TURN UP VERTICAL <br />PREMANUFACTURED TRUSS <br />^, <br />WALL MIN. 4" <br />PER STRUCTURAL <br />2 LAYERS sia" TYPE 'X' GWB <br />2 LAYERS sia" TYPE 'X' GU18 <br />PAINT GRADE EXT. <br />a GpX ROOF \ <br />OVER 2 LAYERS 5ia' TYPEYWD <br />SHEATINS <br />ROOF A55EBl.Y <br />PER SCHEDULE <br />FIRESTOP MATERIAL <br />FIRESTOP MATERIAL <br />2" CONT. PERFORATED <br />ASPHALT COMPOSITION <br />CONT. BETWEEN PLATES <br />CONT. BETWEEN PLATES <br />ALUMINUM VENT <br />SHINGLES AS SPECIFIED. <br />PER UBC SEC 108.22 <br />PER UBC SEC 10822 <br />- Ix2 TRIM <br />TYPICAL PARTY WALL <br />had <br />(2) 2x6 TOP PLATE <br />SEE PLANS AND SCHEDULE. <br />3 ROOF/UJALL <br />CONNECTION <br />ROOF/UJALL <br />FLASNINC _ <br />, ff5LE END <br />PARTY WALL DRAFTSTOP <br />PARTY <br />WALL <br />DRAFTSTOP <br />EXTERIOR <br />WALL <br />DECK <br />frill-ml SCALE: 3"=1'-0" <br />I �% Poll -ma SCALE: <br />°_ ,_ ° <br />„ <br />3 <br />3"=1'-0" <br />— <br />SCALE: 1 -i 0 <br />RC-m3 <br />n_ ,_ u <br />SCALE: I -I 0 <br />RC-02 <br />SCALE: 1"=1'-0" <br />UF-04 <br />SCALE: 1"4-0" <br />TYPICAL EXTERIOR WALL <br />TYPICAL EXTERIOR WALL <br />TYPICAL PARTY WALL <br />TYPICAL PARTY WALL <br />SEALANT TYP. SHE FLOOR PLANS <br />SEE FLOOR PLANS <br />SEE FLOOR PLANS 4 <br />SEE FLOOR PLANS 4 <br />AND WALL ASSEMBLIES. <br />AND WALL ASSEMBLIES. <br />SCHEDULE. <br />I <br />SCHEDULE. <br />TYPICAL EXTERIOR WALL <br />Ix4,lx3 TRIM I < <br />TYPICAL <br />N4,16 TRIM <br />TYPICAL <br />FIRESTOP MATERIAL <br />I <br />FIRESTOP MATERIAL <br />ASSEMBLY SEE FLOOR <br />CONT. BETWEEN PLATES <br />I <br />CONT. BETWEEN PLATES <br />PLANS AND SCHEDULE. <br />PER UEC SEC, 10822 <br />PER UBC SEC.10622 <br />2X6 PLATE <br />4x4 POST <br />2x6 PLATE OVER Ixb MUD <br />I <br />2x6 PLATE <br />ATTACH PER STRUCTURAL <br />W/ GALv. V <br />BILL ATTACH PER STRUCT. <br />I <br />SILL ATTACH PER STRUCT. <br />I — 2x RIM JOIST PER STRJCTURA <br />CANTILEVERED <br />FASTENERS I 5" <br />PER STRUCT. <br />TYP. BASE TRIM <br />I TYP. BASE TRIM <br />�— 2x4 TOP RAIL W/ EASED ED <br />S <br />2x4 TOP RAIL W/ EASED ED <br />S <br />1 GYPCRETE <br />ALIGN WITH FACE OF TRIM <br />2x2 PICKET <br />ALIGN WITH FACE OF TRIM <br />N — 2x2 PICKETS s 51i2" O.C. <br />I <br />I 2x2 PICKETS <br />SPACED SO 4" SHEAR_F <br />JOIST <br />(d JOIST <br />JOISTPERP. <br />JOIST <br />m <br />Ic <br />CANNOT PASS THROUGH <br />D <br />w <br />PARALLEL <br />w PERP. <br />PARALLEL <br />D- <br />FACE OF 2x12 TRIM <br />- - - <br />Ix4 TRIM A GUARDRAIL <br />a <br />a <br />TO WALL <br />TO WALL <br />NAILER AS REQUIRED. <br />a TO WALL <br />a <br />TO WALL <br />NAILER AS REQUIRED. <br />r <br />F <br />N <br />a <br />I <br />BLOCKING AS REQ. <br />R-19 BATT INSULATION <br />AT RIM JOIST TYP. <br />K T r\ N <br />ALIGN FACE OF BEAM BELOW <br />-V � - - Y_ <br />- -'v) \ / B WITH FACE OF COLUMN STUD. <br />I <br />VERTICAL PANEL ENDING <br />— 4x4 P05T AT 5'-0" O.G. MAX <br />WITH BATTENS AT JOINTS. <br />FIRESTOP MATERIAL <br />I <br />FIRESTOP MATERIAL <br />WI'GALV. FASTENERS <br />_ _ <br />CONT. BETWEEN PLATES <br />I <br />CONT. BETWEEN PLATES <br />PER STRUCT. <br />Ix4,ix3 TRIM TYPICAL <br />r PER UBC SE_ 10822 <br />� <br />PER UBC SEC 10822 <br />11 <br />it <br />10 <br />FIRESTOP EVERT 10 LF. MAX <br />(2) 2x6 TOP PLATE <br />4.03 <br />0g <br />8 <br />PER UBC SEC 10822 <br />22 <br />�S 50AIR LANDING _ <br />�4 DECK COLUMN <br />1n <br />PARTY <br />WALL <br />/ FLOOR _ <br />PARTY <br />WALL <br />/ FLOOR <br />EXTERIOR <br />WALL <br />FLOOR <br />SCALE: Ira 1 0 <br />SCALE: l a 1 0 <br />11-01, <br />SCALE: 1 1 0 <br />SCALE: I -I 0 <br />2 <br />SCALE: I _I 0 „ <br />2" <br />1112" MIN. GONG. TOPPING OVER <br />5" <br />6 <br />I' <br />is <br />I <br />PROTECTION BOARD OVER <br />�— <br />Ix3,11x4 TRIM, TYICAL—,r <br />TYPICAL EXTERIOR WALL <br />P - <br />WATERPROOF MEMBRANE. <br />SEE FLOOR ASSEMBLES. <br />1 Y <br />COLUMN PER STRUCTURAL <br />AT BEAM LOCATIONS. <br />TYPICAL PARTY WALL <br />TYPICAL PARTY WALL <br />— <br />I <br />TYPICAL EXTERIOR WALL <br />SEE FLOOR PLANS <br />AND ASSEMBLIES <br />HOLES <br />''m <br />I <br />- - - - <br />9 ' IAND <br />lA6" O.S.B.ON FRAMING <br />SEE FLOOR PLANS <br />WALL ASSEMBLES. <br />SEE FLOOR PLANS <br />SEE FLOOR PLANS <br />sb' O.0 <br />2x4 TOP RAIL W/ EASEp EDGES <br />AND WALL ASSEMBLES. <br />AND WALL ASSEMBLES. <br />5/8" GYP. SHEATHING <br />PLYWOOD FOR SHEAR <br />SEE STRUCTURAL <br />:a <br />DRIP - <br />2x2 PICKETS 6 51ia" O.C. MAX. <br />- - - <br />PANEL SIDING <br />P.T. PLATE 4 A.B. PER STRUCT. <br />P.T. PLATE a A.B. PER STRUCT <br />P.T. PLATE 4 A.B. PER STRUG . <br />�— CONT. SEALANT, TYP. <br />EDGE <br />I <br />2x4 TOP 4 BOTTOM RAIL <br />PLAN 1011 <br />SEE STRUCTURAL <br />P.T. 2X4 THERMAL BREAK <br />— ix4 TRIM <br />_ <br />AT HEATED PERIMETER <br />I <br />44 POST Q 5'-0" O.G. MAX. <br />FOR CONNECTORS <br />4 FASTENERS <br />R-10 RIGID INSULATION <br />P.T. 2X4 THERMAL <br />BREAK AT HEATED = <br />li " MIN. DRIP EDGE <br />a <br />VERIFY DIMEMSION5 WITH <br />I <br />\ <br />W/ GALY. FASTENERS PER STRJ <br />I <br />AT HEATED PERIMETER <br />i <br />PERIMETER <br />�- FIRE EXTINGUISHER <br />3/4" P.T. PLYWOOD <br />L >< <br />j I <br />CABENET MANUFACTURER <br />I7Z <br />ON CONCRETE <br />° <br />a <br />41- <br />FIN. GRADE - SLOPE AWAY <br />I <br />C <br />III°° <br />IIp <br />II II <br />-4 <br />4j <br />FROM BUILDING TYP.SLOPE <br />R-19 BATT INS. <br />GALvMETAL DECK EDG <br />L�CONT <br />�f <br />° <br />FLASHING- PER ENLARGE <br />2k10 TRIM AT BOTTOM <br />DETAIL ABOVE. <br />° <br />n <br />_ <br />R-10 RIGID INSULATION <br />TYPICAL PARTY WALL <br />BEAM PER STRUCTURAL <br />° , ° <br />2411III=I <br />AT HEATED PERIMETER <br />BEE FLOOR PLANS <br />ALIGN WITH COL. FRAMING <br />° <br />\� <br />FOOTING PER STRUCTURAL <br />°° ' <br />�— FOOTING PER STRUCTURAL <br />° <br />FOOTING PER STRUCTURAL <br />AND WALL A55EMBLIES <br />DECK FRAMING PER 5TRUCT. <br />I _0 <br />ENTRY SLAB SLOPE AWAY <br />° <br />SLOPE MIN. 1/4" PER FT. <br />4 <br />FROM BUILDING MIN. ia" PER F. <br />SECTION ° ° <br />-0°. <br />3�a"CHAMFER <br />FOOTING PER STRUCTURAL <br />° <br />° <br />SEE BUILDING PLANS <br />° <br />° <br />° d <br />° <br />d <br />PERFORATED FOOTING <br />FOR LOCATIONS OF <br />2x12 TRIM <br />° <br />° ° <br />DRAIN A5 REQUIRED BY <br />PLAN FIRE EXTINGUISHERS. <br />SEALANT <br />a ° <br />d° <br />° ° <br />° <br />° <br />I I SOILS REPORT. <br />Ix2 TRIM <br />° ° <br />° ° <br />2" CONT. PERFORATED <br />ALUMINUM VENT STRIP. <br />2 FIRE EXTINGUISHER CAB. <br />�-� DECK EDGE 4 <br />RAIL <br />13 COLUMN FOOTING <br />FOOTING <br />FOOTiNrz <br />F�-b 101017 <br />th .:Ill, 0„ <br />/� p c(\� <br />_ <br />FOOTING <br />FE-01 SCALE: 1"=1'-0" <br />SCALE: 11i2"=1'-0" <br />PV-04 SCALE: 1"=i'-0" <br />9 w-ma „_ ,_ �� <br />SCALE: I -I 0 <br />Fp ml <br />— - SCALE: I"-P-0" <br />,eve \ 7Fi <br />16 X <br />0a 'z! ' <br />0 �W <br />H Z '`— <br />W FN <br />0�OE-4 <br />zaQ� <br />a Lu <br />W <br />a � <br />J <br />U <br />c <br />CO <br />c: d' <br />cm <br />N '0 <br />0) <br />U <br />c <br />e x <br />O <br />�Z� <br />a <br />0 <br />?;aco <br />�<<0 <br />m <br />y�30 <br />Ovaiv <br />c <br />co <br />co 0 <br />Q <br />of2:(n� <br />5727 1 REGISTERED <br />\ ARCHITECT <br />STATE <br />=°roject ": <br />drawn by: <br />date: <br />Revised: <br />MR9108 <br />MDS <br />03-13-98 <br />A4m03 <br />Sheet No. <br />24 X <br />