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cw <br /> .co <br /> HOLDOWN SCHEDULE C <br /> MARK T7 MIN CHORD SIZE STUD NAILS OR BOLTS ANCHOR BOLT EMBEDMENT CAPACITY(LB) <br /> (2)2x (11)I6tl EA ENO 2,355 <br /> (17)16E EA END 3,640 <br /> 35B MST60 (212x (46)16tl EA ENO <br /> saos <br /> �( (2)2x 41) 9,215 <br /> OU 2 (2)2x (10)SD5114 xtl2E/2"SCREWS 5/B"OIA A36 ROD NOTES&6 3,285 <br /> 6 HDUS (212x (14)SDS 1/4"x31/2"SCREWS S/8"DIAA36 ROD NOTES&6 1 4,340 <br /> \ 2 31 Q Y-� 7 XDUB (3)2x (2015D51/4"x21/2"SCREWS 7/8"DIAA36 ROD NOTE 5&6 6,580 <br /> V 8 HDUll 6.6 OR 4xE (30)SD51/4"x21/2"SCREWS 1"DIA A36 ROD NOTE 5&E 9,630 21.1 S HDU36 6x6 DFOR 4x8 DF (36;SDS 1/4"x21/2"SCREVIS VD-6 ROD NOTES&E <br /> NOTES: 14,390 � <br /> 1.REFER TO THE LATEST SIMPSON STRONG-TIE CATALOG FOR ADDITIONAL INSTALLATION REQUIREMENTS, Q N0 <br /> \ \ 2.REFER TO THETYPICAL WOOD FRAMING DETAILS FOR INSTALLATION OF FLOOR TO FLOOR STRAPS&CONNECTION OF h C S <br /> STRAP TO BEAM BELOW,WHERE APPLICABLE.REFER TO HOLDOWN ROD DETAILS FOR HDU TYPE FLOOR TO FLOOR co a)W <br /> Fy 6� CONNECTION OF ROD M BEAM BELOW,WHERE APPLICABLE. J 0 <br /> 6 INML HD HOLDOWNS AT FOUNDATION WALLS 01 FOOTINGS PER THE TYPICAL FOUNDATION&HOLDOWN DETAILS. LN Q <br /> 4.ATALL HOLDOWN CHORDS,PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHEDULE v <br /> �Gx� g IS EXISTING WALS,DRILL&EPDXY INTO OI6TWALLW/SIMPSONSET-XPEPDXY. <br /> 6.ANCHOR BOLT EMBEDMENT LENGTH SMALL BE PER THE TYPICAL HOLDOWN DETAIL AT NEW OR IXLSTTNG WALLS. <br /> N <br /> � � �„k✓I v�(M l µ) q I i 9 <br /> Y✓���It� 3.1 � � � <br /> Yy.r/ U <br /> INrf'0, CN)2x(, I C � MfNr Z 3 <br /> Fo• lid zx 4 wa��� L <br /> IZ I I <br /> GfNr€(L o rs ✓, ' <br /> F- m J� [� e Rood <br /> gw <br /> iv,V✓I�L (fIN� GDNLw/Ll 3; j I v v I'F PADs a <br /> 1 � <br /> 17 L_J K SIZa.A <br /> REINF <br /> `J J d'-� G� SO BARS EAFIS <br /> CH T BOTTOM <br /> B 2'-0"SQ ARS AT BOTTOM <br /> ACH WAY <br /> Z RS EACH WAY ATMAND BOTTOMqXq� _ p D 2'-6"SQ ARS AT BOTTOM OACH WAY <br /> j tr 4/Sq Z� •� s€€ SZ Z Fp(z 'fir > <br /> LU <br /> AT INTERFACE OF NEW AND EXISTING I�1� I�b I N�v ON rl#4r,ll LV6L- <br /> TO MATCH PROVIDE W RU#4 X 3'-0"DOWELS <br /> TO MATCH NEW FOUNDATION SPACING <br /> EMBEDDED 5"INTO EXISTING CONCRETE W/ 5 > <br /> HILTI HIT-HV 200 EPDXY(TYPICAL) I Q <br /> � 33.1 C� Few NL,�Hr <br /> V./I pE awr Lo <br /> N <br /> 3 — ? SYMBOLS SCHEDULE <br /> A4• I I _ _ � <br /> 3.1 Ah ��� I ---- -- <br /> - - FOOTING OR PAD <br /> STEM,BEARING g .� <br /> OR SHEAR WALL �$ N <br /> Tf(Crl) U.o.N. I ? 1 <br /> POST BELOW - <br /> Cwru�= (L5aq coN47czor I a'_o _�, I ❑ tcr <br /> POST ABOVE — <br /> POSTABOVE& { <br /> POST BELOW <br /> -� BEAM <br /> Revisions <br /> 2X JOIST - 3 5€P ZUZp <br /> - FRAMING <br /> - - - _ PREMANUF - <br /> TRUSSES - Date <br /> SHEAR WALL ZI JUL-T.L7ZI <br /> CALLOUT <br /> /07N- _ rG�N✓p-�01� PI�F(,l O HOLDDOWN <br /> cALLour <br /> DO NOT SCALE DIMENSIONS FROM, <br /> DRAWINGS.WRITTEN INFORMATION <br /> L HANGER <br /> SUPERCEDES GRAPHIC INFO. ---------- STRAP I <br /> 1 I <br />