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13 FASTEN WOOD JOIST TO RIM JOIST 01 COLUMN PER PLAN. ALIGN COLUMN F y <br /> 0 /J UJ/ SIMPSON A35 ANGLE U1/ (12)"9 x EDGE WITH BLOCKING EDGE g w w F <br /> // � : w 11/2" SD CONNECTOR SCREWS AT z_ n ''Y <br /> EACH END.NOTCH BLOCKING AS 02 (1) l 5/8 x l 5/8 x 1/8 AND C7 3 <br /> 00 �!i��F .� �`��.� 11/2" TYP. I" TIP. REQUIRED TO FLUSH ANGLE WITH (1) -1 3/8" x l 3/8" x 1/8" V w s <br /> �Li .e. K,„��.' •0, <br /> Li 0 O BLOCKING. FUNCTIONAL POST BASE 12" TALL E <br /> 0 <br /> 0 ; I- <br /> T- <br /> 1. 03 MIN. (4)"14 OR *12 x 1" STAINLESS a <br /> ri t ` ' I I I STEEL TEK SCREWS TOP AND v _m m <br /> rtr <br /> Q `�:f�� Q I. I �'UF BOTTOM, EACH SIDE n;" i <br /> i s>o�m <br /> 3 'x, , S'I�"�- • I ® ® III ® ® (4) I/2" DIA. LAG SCREWS THRU <br /> :` Sf `;±��`v" POST BASE w/ 8" MIN. EMBEDMENT <br /> O `' I— --I r- 7 NTO BLOCK <br /> ("E-xPtRS 3-19-2025 TIP. <br /> ! 0 0 05 NEST (2)FUNCTIONAL POST BASES <br /> 3 04/14/2023 PERPENDICULAR TO EACH OTHER <br /> 0 ® © 10x FULL DEPTH SOLID BLOCKING <br /> BETWEEN EXISTING JOISTS.FASTEN <br /> ID ANGLE <br /> END w/ (I) SIMPSON A35 <br /> ANGLE w/ (12) "9 x 1 1/2" SD <br /> CONNECTOR SCREWS <br /> A POST BASE ISOMETRIC VIEW C PLAN VIEW co <br /> 0 EXISTING CONT. RIM JOIST W o <br /> Y (O °o <br /> O 8 (3) 1/2" DIA. LAG SCREWS THRU ^Lij -i Q <br /> 0 EXISTING CONT. RIM JOIST w/ 3" MIN. < _ <br /> EMBEDMENT INTO BLOCK, EACH - <br /> 0 END OF BLOCK ((6) TOTAL PER U Q ti <br /> BLOCK) 1 N W <br /> O = " N "" <br /> O 09 EXISTING JOISTS U co ; <br /> LU <br /> 10 CONT. SIMPSON CS16 STRAP w/ (2) <br /> I'-4" MIN. "9 x 11/2" SD CONNECTOR SCREWS <br /> 1 TIP" I" TIP' AT 2 I/16" o.c. NOTCH TOP AND <br /> 1" TIP ,.� �, 1" TIP 0 m Ill ,1II: BOTTOM OF BLOCKING AND <br /> EXISTING JOISTS AS REQ'D TO <br /> 0 0 0 = FLUSH STRAP WITH BLOCKING AND <br /> IL.j EXISTING JOISTS. DO NOT NOTCH <br /> 0-1-1. WIDER THAN 1/4" GREATER THAN <br /> 3 11 .�,.,. 0 WIDTH OF STRAP <br /> ® 0 11 EXISTING DECK BOARDS. <br /> CONTRACTOR TO REMOVE AND <br /> 0 0 REPLACE EXISTING DECK BOARDS <br /> TYP. AS REQUIRED TO BEAR COLUMN Z <br /> O DIRECTLY ON BLOCKING <br /> coB SECTIONct <br /> 12 EDGE OF EXISTING DECK WHERE <br /> OCCURS <br /> 101 8x8 COLUMN TO EXISTING DECK CONNECTION - CORNER <br /> 101-230136-022 NO SCALE <br /> 0 <br /> w a <br /> 1' <br /> Z <br /> DESIGN BY CC <br /> PROJECT MGR: CC <br /> PROJECT NO: 230136-021 <br /> SHEET: <br /> S5 <br />