Laserfiche WebLink
APPROVED SCISSOR TRUSSES @ 24" O.G. <br />ASPHALT ROOFING ON <br />ROOFING FELT ON PLY <br />ROOF SHEATHING <br />MATCH EXIST. ROOF H5 HURRICANE CLIP @ <br />/ <br />OVERHANG EA. TRU55 TO TOP PLATE <br />\� <br />A35 FRAMING <br />CLIP @ 24" O.C. <br />- 2x BLOCKING <br />ALUM GUTTERS <br />1/2"'GINB ON V.B. <br />& DOWNSPOUTS <br />FASCIA AS EXIST. <br />SIDING PER ELEV5 <br />BUILDING WRAP <br />® <br />2x6 HF2 @ 16" O.C. <br />�� .ham an <br />ROOF <br />� AIL <br />11260 0 04 <br />51®" DIA.x 10`° A.Bs @ 45" D.G. <br />USE 5116" x 5" SQUARE <br />WASHERS @ A.B.s <br />4" GONG SLAB ON <br />6 MIL POLY ON <br />(2) #4 @ TOP CONT. EDGE <br />COMPACT FILL <br />01 <br />#4 VERT @ 12" O.G. <br />@ TOP CONT. EDGE <br />QI� <br />MONO -POUR FTC, wl <br />12" WIDE TO A MIN. DEPTH <br />OF 18" BELOW GRADE <br />(2) #4 CONT @ <br />SOT. OF FTC. <br />FOOTING DETAIL <br />FLASHING @ ROOF TO WALL <br />LU26 JST HGR5 <br />2x4 HF2 @ 24" O.G. <br />ASPHALT ROOFING ON <br />ROOFING FELT ON PLY <br />ROOF SHEATHING <br />MATCH EXIST. r OF H5 CLIP PER RAFTER <br />OVERHANG <br />A55 FRAMING <br />CLIP @ 24" O.G. <br />2x BLOCKING <br />ALUM GUTTERS <br />8, DOWN5POUT5 <br />2x6 LEDGER BOLTED <br />FASCIA AS EXIST. <br />TO PLATE wl 1/2" x5.25" <br />LAG BOLTS @ STAGGERED 24" O.C. BEAM PER PLAN <br />PC4Z P05T CAP <br />® POST PER PLAN <br />5HED ROOF DETAIL <br />SCALE 6 B 3 000 <br />F.T.NEYN F0 T5 <br />HEADER OR BEAM PER PLAN TO <br />EXTEND OVER SHEARWALL <br />NAIL SHEATHING ONTO HDR. <br />OR BM. W/ 8d NAILS @ 3" O.C. <br />*A APPROVED 15/32" OSS OR <br />PLYWOOD SHEATHING <br />\IAIL Bd COMMON OR GALV. BOX NAILS <br />P 3" O.C. TO ALL HDRS, STUDS, <br />KOCKING, AND PLATES <br />3IMPSON SDHD10PJ OR EQUAL TO <br />MEET MIN. 1800 LBS OF UPLIFT <br />:APACITY PER MANUFACTURER SPECS. <br />'LACE 1/2" CLEAR FROM ENDS, <br />:ORNERS AND FACES OF CONCRETE <br />DBL 20 OR 2x6 SILL PLATE <br />3/4" PLYWOOD SUBFLOOR <br />(2) 5/8" DIA. x 12" LONG ANCHOR <br />BOLTS Cal 1/4 POINTS OF WALL BASE <br />MONO -POUR CONT, FTG. PER PLAN <br />(SHEARWALL'E'FOR SINGLE OR ONLY) <br />ALTERNATE LATER RESTRAINT <br />R T3. <br />SYMBOL <br />SHEAR PANEL SPECS. <br />NAILING SPECS" <br />APA APPROVED PLYWOOD OR OSB <br />Sd NAILS @ 6" O.C. ON EDGES AND <br />zk <br />3/8" MIN. x 4'-0" x 10'-0" MAX. <br />BLOCKING, Bd NAILS @ 12" O.C. FIELD <br />GYPSUM WALL BOARD ON ONE <br />Sd COOLER NAILS OR WALL BOARD <br />AB <br />SIDE <br />NAILS @ 7" O.C. THRUOGHOUT <br />1/2" MIN, x 8'-0" x 10'-0" MA)C. <br />GYPSUMS WALL BOARD ON BOTH SIDES <br />Bd COOLER NAILS OR WALL BOARD <br />1/2" MIN, x 4'_0" x 10'-0" MAXa <br />NAILS @ 7" O.C. THRUOGHOUT <br />S T RUCURAL PANEL SIDING ONE SIDE <br />CALV. Bd HAILS @ 6" O.C. ON EDGES <br />AD <br />3/8" MIN. x 4'-0" x 10`-0" MAX. <br />AND 12" O.C. FIELD <br />PLYWOOD OR OSB ON ONE SIDE <br />SEE DETAIL FOR SHEARWALL 'E' <br />AE <br />3/8" MIN, x 2'-S" x 10'-0" MAX. <br />(SINGLE STORY BRACED PANEL) <br />/� <br />PLYWOOD OR OSB ON BOTH SIDES <br />SEE DETAIL FOR SHEARWALL ? <br />/ �\ <br />3/E" MIN. x 2'-8" x 10'-0" MAX. <br />(TWO STORY BRACED PANEL) <br />1111010 <br />Jill <br />l is <br />I•Fz,;: <br />r <br />R�C,K 5FUL <br />dedprodesign@g aao .com <br />ISSUES & REVIIS11ON <br />Drawer: Date � Initlab <br />Revised: <br />Revised: <br />Revised: <br />Revised: <br />Revised: <br />Revised: <br />Revised: <br />Revised: <br />Revised: <br />Revised: <br />ul <br />LLI <br />P <br />ul <br />ul <br />LLI <br />aa� <br />WE <br />ul <br />cn <br />th <br />