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BOUNDARY NABRIG 2 X 4 BLOCKING ABU PDX)CONNECTOR <br /> (10a®B'O.C.) ( 1 10 SUR POST PT POST PER PIAN <br /> (5)12U(NOU) (2)2 X 4 HDR (4)N4 RATS UV' <br /> A (TYP) I I (2)PER CORNER <br /> - <br /> SHEATHING " �-SIMPSON L90 TYP x3 nes @ 4•D.C. <br /> �— BLOCKING BELOWTO MATCH S.W. R'DIA PLINTH <br /> TRUSS ) I I I FINISHED GRADE B. <br /> rf <br /> 2 X 4 BL <br /> EACH _ b h� I ' ^E <br /> BOUNDARY NAILING LPT4®24'O.C. \(�IEZ �' OU N <br /> (1De®N O.C.) �" ENTIRE LENGTH <br /> �' ` �_ Q2 o <br /> t BOUNDARY NAIUNG \ <br /> PER S.W.SCHEDULE �// (5)12d M?) \ / I SKY-L16HT(TYP) <br /> BOUNDAPY NABJNG / a W G\f\n 3YUT_ <br /> U.\--\ <br /> H1 CUP®EACH 17USS MST27 2 14 BLACKING®48'DA.(TYP) __- � TRUSS PER PLAN <br /> DBL TOP PLATES(TYP) <br /> � S.W.PER PIAN <br /> S.W.PER PUN 11 ��L MIDDLE <br /> 3A - <br /> 3�!H;OWA� <br /> PERCHIMNEY OPENING THRU THE ROOF <br /> TYPICAL ROOF TO SHEARWALL CONNECTION VER <br /> 0 <br /> 1 2 NG SCALE) a C-:) <br /> ui <br /> (NO SCALE) <br /> 3 FOOTING AT EXTERIOR GRADE <br /> J � <br /> NOTES: <br /> 2. SN.SHEAR WALL (NO SCALE) Q <br /> 2, REFER TO THE SHEAR WALL TABLE ON SHEET S-3 BOUNDARY NAILING SIZE AND SPACING. Q <br /> 3. MAXIYANI LATERAL SHEAR•243 LB/fT. DUERIOR WALL � ~_ <br /> 2X PT SILL W > W <br /> (DEPTH TO MATCH JOIST) " LL <br /> DECKING PER PIAN EXTERIOR WALL W m <br /> POST PER PLAN LU210 OR TO VU JDy4T 2 X PT SILL � <br /> (Atw (DEPTH TO MATCH JOIST Q <br /> 2 X PRESSURE TREATED FOUNDATION SILL PLATE DECKING PER PIAN = <br /> ABU CONNECTOR <br /> TO <br /> SUIT POST ! OUSTING BLAB ) RIh4J015T PER PUU! LU210 OR TO BUR JOIST <br /> CUT SLAB 7o INSTALL �IS <br /> (5)N4 BARS ti NEW FOOTING FOUNDATION SILL RAIf <br /> 2 X PRESSURE TREATED <br /> JOIST PER PLAN <br /> 23 <br /> � g <br /> }O%10 FXPANSWN / <br /> (5)N4 BARS BOLT(SEE NOTE 1) <br /> PER PIAN JOIST <br /> TRANSVERSE HDU4 IS"HOLD-DOWNPEC / <br /> NEW FOOTING AT EXISTING SLAB `�LG�n <br /> INTERIOR JOIST <br /> 4 <br /> NOTES <br /> }X3)GALV.BOLT <br /> I 1. 0 DffAN51O,BOLT IB ACCEPTABLE ACCEPTABLE TRR WA R <br /> SLRST UTION(SIMPSON TREN HD OR EQUAL). ®1 B'D.C. J <br /> 2. AT RECTANGULAR FOOTINGS;USE(5)N4 BAR IN THE Q <br /> LONGIIIHNNAL DIRECTION AND N4 BAR 010.O.C.FOR W <br /> THE TRANSVERSE(BUT NO LESS THAN(5)N4 BARS). cm <br /> 3, <br /> 3-COVER REQUIRED POR ALL REINFORCEMENT. <br /> J <br /> S' <br /> STRAP DETAIL INTERIOR BLDG JOIST ~ <br /> 5 — 6 DECK LEDGER ATTACHMENT DETAIL <br /> (FOR DECKS BETWEEN FLOORS) <br /> NO WATER PROOFING IS PROVIDED cn <br /> THIS IS A STRUCTURAL DETAIL ONLY <br /> g M <br /> �'�osFO <br /> zti <br /> PROJECT# <br /> R2-181 9 <br /> • SHEET NO <br />