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0 <br /> 2x6 TOP RAIL I <br /> SIMPSON DTT2Z <br /> I 'i CONNECTOR, TYP. <br /> SIMPSON A34 CLiP ONE / 4x GUARDRAIL POST <br /> SIDE OF POST (A34 CLiP tYP, <br /> EA, SIDE OF POST AT }� RT. 2x DECK 2x6 TOP RAIL W/ (2) ,f, <br /> SPLICES IN TOP RAIL) 4 4x POST I JOISTS 10c1 FINISH NAILS AT I I EXiST, 2x RIM JOIST (4x RIM <br /> 12" Cc. `` JOIST AT SiM SECTION) <br /> SIMPSON DTT2Z-SDS2. I 1\ <br /> el <br /> z SPACED DECKING _ ��y <br /> 11 (4) 10� NAILS, 4.:. ... .... ..... . > :,,_ �;.. Ix4, ATTACH TO <br /> 4x4 POST At a0 O.C. 4x POST PER PLAN4 �� <br /> MAX. SPACING o END OF 2x 5 POSTS W/ (2) IOci SIMPSON Dtt2Z, OFFSET <br /> 5� <br /> \ , <br /> �PSPACEDCED DECI�INC P.T. 2x DECK EDGE 3/1 +" x 2"+ STEEL BLOCKING TOENAILS SOUS AS REC '® <br /> 3/i611 x2ii STEEL PLATE JOIST PLATE WASHER <br /> WASHER PER PLAN Mr <br /> P.T. 2x BLOCKING <br /> 2x2 PICKETS AT i P.T. 2x6 SWIM/BLOCKING <br /> TOP OF DECK EXIST. 2x RIM JOIST <br /> S" C,C. MAX. SPACING r BETWEEN JOISTS FOR d <br /> : \ ><A1 . . <br /> C�TT� STANDOFF <br /> Crl It <br /> ] 11114, I na TOP OF DECK a <br /> Qt <br /> 1/2 W TWRUaBOLTS 1 7 L cv <br /> �1 ,1 EXIST, 2x DECK PLAN �iL� Aim <br /> PROVIDE MIN. " LONE <br /> 3/iP x 2". STEEL JOIST TO REM,4lN 1t 11 � EXIST, 2x DECK � SCREWS T® ATTACW � v '� -� <br /> PLATE WASWERS 3/16 x2 . STEEL <br /> EXIST, 4x RIM JOIST PLATE WASHERS JOIST TO REMAIN EXIST, 4x RIM JOIST—�` " STANDOFF TO FRAMING 4 <br /> EXIST, 4x POST I 1/2". TWRU-SOLTS, {SIMPSON DTT2Z-SD52.5 SECTI TREATED SPACED - 51 Q <br /> �_ TYP, SCALE: 3/"P11 II�OII DECKING PER PLAN I EXIST, 4x RIM JOIST <br /> j P.T. 2x BLOCKING <br /> P.T. 2x DECK JOIST <br /> EXIST. 2x RIM JOIST I PER PLAN <br /> 0 <br /> 7 5 7w,,1� iY b'S'-p po <br /> 5 o <br /> LI <br /> P R N acULA To JOISTS PARALLEL TO JOI TS Pik TASSEMBLY 4 2' I <br /> NOTE: NOTE: ,,4 Al <br /> ,i��� , 5 � <br /> 2 REFERENCE SECTIONf �- F <br /> LARGER 4x SEAM AT }° <br /> SECTION SIM SECTIONSECTION FOR ADDITIONAL SECTI 0 <br /> SCALE: 3/4" = 11-0" SCALE: 3/4" 11-011 INFORMATION NOT 4.4CUN 3 " ,. 1N 3 1/2" o a 11 <br /> SCALE: 3/4 p l j� SCALE: 1 4 i O 04 <br /> cE <br /> rya .t <br /> L , - Nam ' , <br /> 2' <br /> NEW 2x BLOCKING <br /> W.BETWEEN JOISTS OVER ,: <br /> EXIST. SEAM AT REPAIR - ' <br /> LOCATIONS 24 't <br /> PANEL EDGE u' <br /> NAILING, REF, <br /> STRUCT, NOTES <br /> MN. (4) 10c1 NAILS <br /> EA, END OF EXIST. EXIST. ROUGH SAWN NEW OR EXIST. 2x JOIST, <br /> lxa SWEATWINGs 4x SEAMS, REMOVE Q REF, FRAMING PLAN ., . w. <br /> PLYWOOD SWEATWIN CHAR AND SMOKE t <br /> EXIST. Ix SWEATI4INO REP. STRUM. NOTES SEAL AS REO'D PROVIDE MIN. (3) 10c1 <br /> TOENAILS, BLOCKING '�� <br /> SIMPSON AC4 POST TO SEAM, EA, SAY INS u 1 <br /> — AREA OF REPAIR � i�ii� 0 a <br /> iiiii CAP, ONE SIDE l'r J I .t eto <br /> • <br /> ANEW T 4 OST SiMPSONP' 44POSTP . 4x P BASE _- <br /> SISTER JOISTS REF. MAIN FL®®R <br /> � ;' �' `r <br /> NEW 2x JOISTS, REF. FRAMING PLAN Alp \ <br /> TOGETHER WI (2) <br /> ROWS IOcI NAILS ' <br /> FRAMING PLAN b <br /> AT 11„0" O,C,, j 1'-4" MAX, ALTERNATE: SISTER _ <br /> STAGGERED, TYP. — <br /> NEW JOIST TO EXIST. <br /> DAMAGED JOIST W/ (2) _ I _ I <br /> ROWS 10c1 NAILS AT <br /> I'-O" O.C., STAGGERED <br /> 1'- " SQ. MIN. (3) 04 BARS, EA. WAY <br /> NOTE: <br /> SECTIINSULATION NOT SHOWN SECTION 6 <br /> ._. ._.. .r.r- _ FOR CLARITY <br /> SCALE: 3/4" p I'-0" SCALE: 3/4" A I'-a" <br /> tO <br /> v <br /> u <br /> 9 <br /> 1CI tu <br /> orD <br /> ill <br /> s1:°' co a n ,t <br /> ,si <br /> 0 <br /> 4 <br /> .,_, <br /> 1 z <br /> wo a ‘,..s1 <br /> Qi <br /> 4 <br /> ALL INFORMATION ON THIS DOCUMENT <br /> IS THE EXCLUSIVE PROPERTY <br /> PACIFIC ENGINEERING TECHNOLOGIES, INC. <br /> © COPYRIGHT 201S cn <br /> 8/22/2019 <br /> 19166 WD 01.dwg Job No. Isigr6,00 <br />