Laserfiche WebLink
SFAGGAR FASTENERS <br /> e <br /> N2 ROME <br /> • N <br /> j 15.5.�IN. FOR 2X8 <br /> in Q 16.5 MIN. FOR 2X10 <br /> ,, �7' --� -j0, ,rN. FOR 2X12 <br /> 2" MIN <br /> J J z_ <br /> LEDGER LAG BOLT M 2 <br /> 3-8i 3-8 <br /> . <br /> sr <br /> 1IIIIIIIIIIUIIIIII!II1 ]IIIIIIIIIII <br /> LAG BOLT <br /> PLACEMENT <br /> SCALE 1/2•= 1-O• <br /> 1'-7"/ 5'-2" '-2" V-2" /1'-7" 7*-11i" / <br /> in <br /> I TYPICAL WALL ASSEMBLY <br /> 2X6 SOLE PLATE <br /> CONT. FLASHING W/DRIP EDGE SUB FL000 R NAILED ®6" TO <br /> JOIST WITH HOLD-DOWN <br /> f•/-)N <br /> CD <br /> (2)ROW 1/2"X4"GALV. em <br /> 7_ <br />._ EAST ELEVATION NORTH ELEVATION LAGS STAGGERED W/1.5 mr--;,,,, SIMP.DTT2Z <br /> DIA. GALV. WASHERS IATA 2 PER DECK Q <br /> SCALE: 1/8" = r-0" SCALE 1/8' = 1'-0" 0 18"O.C. <br /> JOIST PERP `I <br /> g // SIMP. LUS28Z HANGER U.N.O. 2X8" PT. LEDGER i .' <br /> / WALL PLYWD CONT. ACROSS FLOOR ,OUBLE 2X6 TOP PLATE W <br /> OR 2X6 MUD SILL(TYP.) <br /> , \ <br /> fl !I_ TYPICAL WALL SECTION <br /> r' i•.'�-SIMP. H2.5Z © ENDS <br /> L.Ri"� SIMP. H1 Z EA. JOIST LLJ <br /> LEDGER DETAIL w <br /> 'T-I I SCALE 1/2"= 1'-0" 1- <br /> (1) <br /> I" • N <br /> 1 I ` I <br /> <:C <br /> Q <br /> 1 :E PT. 4X8" BEAM w o w <br /> , ,, t ol1i v <br /> I ii, , .T 36'RAILING HT. (TYP.) <br /> - 1_. ..i • 4X4 PT. POST DOWN 1 w Q <br /> E- " 16X16X12k. " CONC. PLINTH 4 TOTAL ' "L:_ ATTACH 2X4 TO POST U <br /> •�•• W/80 NAILS OR 2-#8 <br /> .A ATTACH PICKETS 0 T&B WOOD SCREWS, TYP. <C <br /> z W/1-18 WOOD SCREW OR <br /> it 2-8D SPIRAL SHANK NAILS F— CD <br /> 1 2X8", PT. JOISTS C�? 16" OC ALLOW SHALL SPHEREOC_.) N <br /> 2X8 PT RIM JOIST H:E: _1 �; •; � 1".5.�1 CEDAR 5/4 DECKING OR EQUAL3-3" STAINLESS- STEEL <br /> i k: I 5/4"X4• CEDAR DECK OR EQUAL�� SCREWS®EA. JOISTS 2 <br /> • ' ' ' SIMP. DTT2Z EA. GUARD POST ^^^ 2-1/2"DIA. GALV THRU- coo <br /> SIMP. DTT2Z TO 2X8 JOIST W/2-1 2" �i' <br /> > / �� BOLTS&WASHERS a,� <br /> GALV. THRU BOLTS&WASHERS �rn <br /> • 2X8 PT. RIM JOIST Z o <br /> • SIMP. H1Z EA. JOIST (...D ''' <br /> N _ <br /> 18" MI BEAM SPLICES TO OCCUR -' ; I ' ' n a; <br /> i I I SIMP. H2.5Z 0 ENDS ( <br /> CORROSION RESISTANT OVER POSTS VIM 1-1/2' I ; I 4X8 P.T BEAM w <br /> COLUMN CAP. PER MFG. .a MIN. BEARING I ; ; ��� <br /> �r GIRDER BEAM r -,!i ; ' _, 2X8" PT. LEDGER SEE DETAIL _ SIM <br /> EA.PPOST/BEAM CONNECTION ¢ All <br /> z <br /> A`� , (2) SIMP. DTT2Z TO HOUSE SIMPSON CB44 /fes INSTALL PER MFG. SPECS. w <br /> '7` -SIMP. LUS28Z THROUGH OUT PER PM cT SPECS 4X4 P.T POST zo <br /> .: 1 PL 4X4 KNEE BRACE F.G. <br /> ALTERNATE KNEE BRACE DETAIL,/, .4'sif , . 1 1 I 1 1 . I °- SIMP. LUC26Z © ENDS , °"'e s-2-ts <br /> 2X4 KNEE BRACE FACE NAILED EA <br /> 1/2 DIA. LAG BOLT W3,000 <br /> (2) SI 4 ONBC. PLINTH0 0 .••• <br /> N F. <br /> • AS -16 <br /> SIDE OF POST AND BEAM WITH TOP &BOTTOM (TYP.) NOTED <br /> 4-16D NAILS AT EA. FACE DRAWN:CO <br /> AND CONNECTION. •T. 4X4 POST A/ 16" ,aa 02-729 = <br /> " DECK FRAMING PLAN <br /> SHEET: <br /> KNEE BRACE DETAIL SCALE 1/4" =,'-o• TYP. DECK POST/PAD DETAIL <br /> A2 <br /> • SCALE 1/4'_ ,'-D' SCALE 1/2"= r-o" < <br /> of 3 SHEETS <br />