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2X6 WOOD STUDS @ <br />16" O.C. <br />EDGE NAILING <br />LTP5 CLIP <br />PER SHEARWALL <br />SCHEDULE <br />1-1/4 LSL RIM <br />JOIST w/ (2) 16d <br />LD NAILS EA. JOIST <br />1 � <br />GRADE <br />SLOPE TO DRAIN <br />O = <br />t0 0' <br />I a- o <br />w <br />SCALE: 1 "=1'w0" <br />GABLE END <br />TRUSS, NOTCH <br />TOP CHORD FOR <br />OUTRIGGERS <br />FASCIA PER <br />ARCH. <br />2x6 BRACE @ 48" <br />> OC W/ (4) 10d <br />FACE NAILS EA <br />END. FOR BRACES <br />OVER 6'-0" LONG, <br />ADD 2x4 FLAT AND <br />NAIL W/ 16d @ 6" <br />OC ALONG BRACE <br />(2) 16d END NAILS <br />EA END, TYP <br />EDGE NAILING <br />SHEATHING <br />PER PLAN <br />5" <br />GRID <br />i <br />1 <br />2X BOTTOM PLAT w/ PLATE <br />NAILING TO RIM J IST PER <br />SHEARWALL SCHEID <br />BLKG TO MATCH AT POSTS <br />SHEATHING PER PLAN <br />SEE ARCH DWGS <br />FOR ADDITIONAL <br />INFORAMTION <br />1 1 -7/8" TJI <br />110 @ 16" O.C. <br />PT SILL PLATE w/ ANCHOR <br />BOLT PER DTL 3/S901 <br />8" CONC. STEM WALL w/ <br />R FO IN P P <br />CONC. FTG w/ REINFORC. <br />PER PLAN A201B <br />EDGE NAILING <br />2X4 FLAT OUTRIGGERS <br />24" O.C. <br />SHEATHING PER <br />PLAN <br />16( <br />NAIL TY <br />VENT PER <br />CODE <br />o u <br />o 0 <br />HGA10KT CLIP <br />@ 24" O.C. <br />DOUBLE TOP <br />PLATE <br />SHEARWALL <br />a <br />1 2x BOTTOM PLATE 2/ <br />PLATE NAILING TO RIM <br />JOIST PER SHEARWALL <br />SCHEDULE <br />2X6 WOOD STU <br />16" O.C. <br />EDGE NAILING - TYP <br />LTP5 CLIP <br />PER SHEARWALL <br />SCHEDULE <br />1-1/4" LSL RIM <br />JOIST w/ (2) 16d <br />1 E D NAILS EA. JO <br />FRAMING CLIP PER <br />SHEARWALL SCHEDULE <br />Io NAILS EA. WEB EDGE NAILING <br />° Z BLKG FIRST BAY <br />SLOPE TO DRAIN @ 48" O.C. 1 <br />SCALE: 1 "=1'®0" <br />!? EXTERIOR <br />HOLD-DOWN PERSPECTIV <br />ANCHOR BOLTS PER <br />SHEARWALL SCHEDULE <br />/ \ / ENA)EAL <br />lf!6 :END <br />(4) 10d NAILS / <br />EA. BLKG / <br />_ 1 1 -7/8" TJI <br />110 @ 16" O.C. <br />SEE ARCHDWGS <br />FOR ADDITIONAL <br />INFORAMTION <br />I I <br />2X4 w/ (2) 8d <br />a 1 <br />PT SILL PLATE <br />_ I <br />W/ ANCHOR <br />I_ n I 1 1 I-1T 1TI=_- BOLT PER DTL <br />3 5901 z <br />00 <br />GRID <br />SHEATHING PER <br />PLAN <br />EDGE NAILING <br />MTL HARDWARE <br />PER SHEARWALL <br />SCHEDULE <br />2X BLKG w/ END <br />NAILING - VENT <br />PER ARCH <br />EDGE NAILING <br />GUTTER PER <br />ARCH <br />FASCIA PER <br />ARCH. <br />K) <br />BUNDLED STUDS PER <br />HOLDDOWN SCHEDULE <br />HOLDOWN @ BASE PER <br />HOLDDOWN SCHEDULE <br />ANCHOR @ BASE PER <br />HOLDDOWN SCHEDULE <br />SILL PLATE <br />SILL GASKET <br />FOOTING PER PLAN <br />10 - TYPICAL HOLDDOWN CONNECTION <br />ANCHOR BOLT PER <br />GSN OR SHEARWALL <br />SCHEDULE <br />1 1 /2" <br />MAX FROM EDGE <br />OF RIM TO EDGE <br />OF WASHER <br />I SIMPSON BP5/8-3 OR <br />II EQUAL PL WASHER <br />II <br />J II <br />2X PT SILL <br />ANCHOR BOLT PER <br />/ r-, w I SCHEDULE 7"MIN EMBED <br />� II <br />II <br />CONCRETE STEM 1 <br />I I WALL w/ REINFORC. <br />I <br />PER PLAN A201 B <br />GRADE V <br />SHEARWALLLT <br />SCALE: 3" e 1'4' <br />TYPE <br />ALLOWABLE <br />MIN END <br />FASTENERS <br />CONCRETE ANCHOR <br />UPLIFT (#) <br />STUDS <br />HDU2— <br />2215# <br />(2) 2x <br />(6) 1 /4" DIA X 2 1-2" SIDS <br />SSTB16 <br />SDS2.5 <br />9 - HOLDDOWN SCHEDULE <br />SCALE:NTS <br />NOTE: <br />1. REFERENCE PLANS FOR LOCATIONS <br />2. AT EXISTING CMU BASEMENT WALL USE 5/8" DIA. ALL THREAD <br />ROD w/ 15" SIMPSON SET 3G EPDXY EMBED <br />TYPE <br />EDGE NAILING <br />PLATE NAILING <br />FRAMING CLIP <br />ANCHOR BOLT <br />ALLOWABLE SHEAR <br />SW-1 <br />8d@ 6" O.C. <br />16d @ 6" Q.C. <br />A35 @ 20" O.C. <br />5/8" DIA. @ 48" O.C. <br />260 PLF <br />365 PLF WIND <br />Al LEAST 2 AB EACH WALLS. LOCATE <br />WITHIN 12" OF EACH CORNER SEE <br />FRAMING NOTES SHEET G101 <br />NOTE: <br />1. MIN RIM THICKNESS 1-3/4" WHERE EDGE NAILING IS 4" OC OR LESS <br />2. ALL NAILS ARE COMMON <br />3. PROVIDE BLOCKING AT ALL PANEL EDGES <br />4. ALL SHEARWALL SHEATHING TO BE 15/32" APA RATED STRUCTURAL <br />SHEATHING W/ 8d @ 12" OC FIELD NAILING & EDGE NAILING PER <br />SCHEDULE. <br />10 0 <br />SHEARWALL SCHEDULE <br />SCALE: NITS <br />A35 (AT EXTERIOR TYPICAL <br />WALLS ONLY) OMIT @ DOUBLE TOP PLATE (2) ROWS 16d NAILS <br />HEADERS <4'-O" SEE DTL 12/S901 TYP PLATE SPLICE DETAIL STAGGERED @ 6" O.C. WITHIN <br />T.O. SHEATHING col i�r ADCA <br />(6) 16d <br />L BEAM OR HEADER <br />PER PLAN <br />WHERE OPENING IS <br />LESS THAN 4'-0" <br />PROVIDE (1) BEARING <br />\ STUD U.O.N. <br />(2) 2X TRIM STUDS <br />1 <br />WHERE MULTI TRIM SUTDS (1 )2X TRIM STUD <br />OCCUR PROVIDE STITCH NAILING <br />(2) ROWS 16d @ 12" O.C. <br />1 <br />e TYPICAL <br />TRUSS PER <br />PLAN <br />ALI: USE SIMPSON ST12 <br />STRAP ONE SIDE AT EA <br />PLATE SPLICE LOCATION <br />12 - TYP SPLICEPLATE TI <br />SCALE: 1-1/2" = V-0" <br />APPROVAL STAMP AREA <br />z <br />0 <br />W <br />U) <br />U) <br />rr <br />U) <br />0 <br />® <br />0 <br />k <br />x <br />EVERETI-- <br />REVIEWED FOR PERMIT <br />