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SEE SHEET S6 <br />FOR LEFT SIDE <br />OF BUILDING <br />I <br />O <br />LATERAL NOTES <br />BO SHEAR WALL TO BE BUILT PER OR VERIFIED <br />TO COMPLY WITH SHEAR WALL SCHEDULE <br />T X HOEDOWN TO BE INSTALLED PER HOLDOWN <br />SCHEDULE <br />CONSTRUCTION OF EACH DIAPHRAGM TO BE <br />PER THE STRUCTURAL NOTES ON SHEET SO <br />ALL SHEAR WALL CONNECTIONS TO BE PER <br />THE SHEAR WALL SCHEDULE <br />PLEASE NOTIFY UPSTATE ENGINEERING OF <br />ANY STRUCTURAL PLAN REVISIONS, <br />INCLUDING WINDOW /DOOR LOCATIONS, <br />PRIOR TO INSPECTION <br />1/ O <br />�---1 II — -� r-- �-� 7 Cyr—� <br />II IIII IIII Illl II <br />II IIII IIII IIII II <br />I IIII IIII F I <br />I clnl-i S1nL1 AW.1 <br />III <br />� <br />III <br />i <br />zi <br />--- <br />r <br />l <br />SW-1 SW-1 SW-1 19W-1 <br />L = <br />SW-1 19W-1 SWH S <br />ow-1 . vv-I Jvv.I <br />3RD FLOOR LATERAL LOTS 13-16 <br />y4" = 1'-0„ <br />SHEAR WALL AND HOLDOWN NOTES <br />(1) <br />HOLDOWNS TO BE SIMPSON OR EQUIVALENT WHERE EQUIVALENT IS <br />(6) <br />INSTALL H1 CLIPS AT EACH TRUSS/RAFTER END. INSTALL A35 @ 24" OC AT <br />PERMITTED. LOCATE HOLDOWNS AT ENDS OF SHEARWALLS, UNO. INSTALL <br />EACH GABLE END AND RIM JOIST (OR SOLID BLOCKING) TO TOP PLATE AND <br />PER MANUFACTURER RECOMMENDATIONS FOR FOUNDATION MINIMUM END <br />MUDSILL CONNECTION, UNO. WHERE SPACING TIGHTER THAN 24" OC IS <br />DISTANCE AND EMBEDMENT. EXTEND, THICKEN, DEEPEN, ETC. FOUNDATION <br />SPECIFIED, INSTALL A35 CLIPS FROM SOLID BLOCKING TO DBL TOP PLATE, <br />TO MEET THE MANUFACTURER'S SPECIFICATIONS. <br />AND INSTALL H1 OR H2.5 CLIPS TO EACH TRUSSIRAFTER END. LTP4, LTP5 OR <br />LS50 CAN BE SUBSTITUTED FOR A35 CLIPS PER SIMPSON. <br />(2) <br />CONSTRUCT CRIPPLE WALLS AND PONY WALLS TO MATCH SPECIFICATIONS <br />OF THE SHEAR WALL ABOVE. CONSTRUCT GABLE END WALLS TO MATCH <br />(7) <br />MINIMUM 3X OR DBL 2X STUDS REQUIRED AT ABUTTING PANEL EDGES. DBL <br />SPECIFICATIONS OF THE SHEAR WALL BELOW. CONSTRUCT CLERESTORY <br />STUDS TO BE LAMINATED W/ (2) 16d @ 6" OC. <br />WALLS PER SW-1, UNO. ALL EXTERIOR WALLS TO BE CONSTRUCTED PER <br />SW-1, UNO. <br />(8) <br />ANCHOR BOLTS SHALL BE EMBEDDED T MINIMUM INTO CONCRETE. MIN (2) <br />BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 2" OR LESS <br />(3) <br />3X OR DBL 2X SILL PLATE REQUIRED. <br />THAN (7) BOLT DIAMETERS FROM EACH END OF THE PIECE, MUD SILL TO BE 2X <br />MINIMUM AND PRESSURE -TREATED. <br />(4) USE THREADED ROD AND COUPLER AS REQUIRED. <br />(9) ALL SHEATHING TO BE APA RATED. SEE GENERAL STRUCTURAL NOTES. <br />(5) COMMON NAILS, UNO: 8d = 0.131" x 2V <br />10d=0.148"x 3" <br />12d = 0.148"x 311' <br />16d=0.148"x31f' <br />i <br />HOLDOWN SCHEDULE <br />Date: 6/13/2024 <br />Job0: 1806 <br />MARK <br />HOLDOWN/STRAP'(1) <br />FASTENERS TO MIN DBL 2x STUDS, <br />FOUNDATION ANCHOR'(1)(4) <br />INSTALLATION NOTES <br />UNLESS NOTED OTHERWISE <br />(8)- 16d SINKERS ATTACHED TO <br />T-1 <br />MSTC40 <br />EACH CONNECTED ELEMENT <br />N/A <br />T-2 <br />STHD14114RJ <br />(38)/(30)-16d <br />N/A <br />T3 <br />HDU5SDS2.5 <br />(14)-SDS 0.25x2.5 <br />SSTB24 <br />WOOD SCREWS <br />SHEARWALL SCHEDULE Date: 6/13/2024 <br />Job k: 1806806 <br />SHEATHING - APPLY TO <br />SHEATHING EDGE NAILS-(5) <br />ROOF TO TOP PLATE, <br />MARK <br />BASE PLATE <br />SILL PLATE ANCHORS <br />,�(2) <br />2x HE STUDS @ 16"o/c <br />ALL EDGES BLOCKED <br />NAILS *(5) <br />FLOOR TO TOP PLATE <br />3" x 3" x 1/4" WASHERS **(8) <br />( <br />U.N.O. BELOW'(9) <br />do not penetrale past flush <br />& SILL PLATE *(8) <br />SW-1 <br />7116" OSB <br />8d @ 6" c/o (12" c/o field) <br />16d @ 8 " c/o <br />H1 @ 24 "o/c <br />5/8"Ox10" AB's @ 60 " o/c <br />or A35@ 24"c/o <br />SW-2 <br />7/16" OSB <br />8d @ 4' o/c (12" o/c field) <br />16d @ 4 " old <br />A35 @ 20 " c/o <br />5/8"Ox10" AB's @ 48 " c/o <br />SW-3 <br />7/16" OSB '(7) <br />8d @ 3" c/o R2" o/c field) <br />16d @ 3 " o1c <br />A35 @ 12 " c/o <br />5/8"Ox10" AB's @ 36 " c/o <br />SW-4 <br />7/16" OSB '(7) <br />8d @ Z' <br />16d @ 211e " o/c <br />A35 @ 10 " o/c <br />5f8"0110" AB's @ 24 " c/o <br />do field) <br />8d @ 3" c/o staggered <br />RSW <br />7/16" OSB Both Sides '(7) <br />(12" o/c fie)d) <br />SEE DETAIL <br />w2 <br />QO <br />�U <br />�F <br />F- <br />LU = <br />5� <br />ZU <br />0 j <br />gw <br />U N <br />N L0 <br />U.] v <br />�e <br />>� M <br />> N <br />w <br />aW <br />a <br />0 <br />N <br />N <br />UPSTATE STM4P <br />Y= <br />�) D_ <br />W LU <br />< 0� <br />0 <br />�0 <br />U J <br />LL <br />U) <br />U) <br />LU <br />0 <br />2 <br />2:rn>o <br />OZ(nEco�oj <br />0 <br />im <br />ZF-�L <br />Q <br />w <br />O <br />I__OfMZH <br />�OZ <br />12' <br />ry <br />z <br />[>'r)�o> <br />N <br />W <br />0 <br />LLJ <br />W <br />Z <br />"I <br />APPROVALS <br />S5.1 <br />