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OT 1 TT-1 <br />T\ \ SW-3 <br />r-i <br />O <br />SHEAR WALL AND HOLDOWN NOTES <br />T4 O T-1 T 1 T71 T 1 O T-1 T 1 TT-1 T 1 T-1 T-1 T-1 T 1 O <br />\ SW-3 / \ SW-3 / \ SW.3 / \ RW-3 / \ FW-A / \ RW-R / \ <br />POCKET <br />OFF,CE <br />_ <br />3 <br />ROOb1 <br />w <br />N <br />N I <br />POWDER <br />K',TCHEN <br />� <br />N <br />N <br />Fil <br />I <br />DINING <br />I <br />ROOM <br />SW-3 <br />SW-3 <br />SW-3 <br />SW-3 <br />f- <br />R1 <br />T-1 T-1 <br />-1 T-1 <br />T-1 T-1 <br />COVERED <br />DECK <br />—IFill <br />(1) HOLDOWNS TO BE SIMPSON OR EQUIVALENT WHERE EQUIVALENT IS <br />PERMITTED. LOCATE HOLDOWNS AT ENDS OF SHEARWALLS, UNO. INSTALL <br />PER MANUFACTURER RECOMMENDATIONS FOR FOUNDATION MINIMUM END <br />DISTANCE AND EMBEDMENT, EXTEND, THICKEN, DEEPEN, ETC. FOUNDATION <br />TO MEET THE MANUFACTURER'S SPECIFICATIONS. <br />(2) CONSTRUCT CRIPPLE WALLS AND PONY WALLS TO MATCH SPECIFICATIONS <br />OF THE SHEAR WALL ABOVE. CONSTRUCT GABLE END WALLS TO MATCH <br />SPECIFICATIONS OF THE SHEAR WALL BELOW. CONSTRUCT CLERESTORY <br />WALLS PER SW-1, LINO. ALL EXTERIOR WALLS TO BE CONSTRUCTED PER <br />SW-1, UNO. <br />(3) 3X OR DBL 2X SILL PLATE REQUIRED. <br />(4) USE THREADED ROD AND COUPLER AS REQUIRED. <br />(5) COMMON NAILS, LINO: Bd = 0.131" x 2V <br />10d = 0.148" x 3" <br />12d=0.148"x311' <br />16d = 0.148" x 316' <br />T.1 T-1 T-1 T-1 T-1 -1 <br />(6) INSTALL H1 CLIPS AT EACH TRUSS/RAFTER END. INSTALL A35 @ 24" OC AT <br />EACH GABLE END AND RIM JOIST (OR SOLID BLOCKING) TO TOP PLATE AND <br />MUDSILL CONNECTION, UNO. WHERE SPACING TIGHTER THAN 24" OC IS <br />SPECIFIED, INSTALL A35 CLIPS FROM SOLID BLOCKING TODBL TOP PLATE, <br />AND INSTALL H1 OR H2.5 CLIPS TO EACH TRUSS/RAFTER END. LTP4, LTP5 OR <br />LS50 CAN BE SUBSTITUTED FOR A35 CLIPS PER SIMPSON. <br />(7) MINIMUM 3X OR DBL 2X STUDS REQUIRED AT ABUTTING PANEL EDGES. DBL <br />STUDS TO BE LAMINATED W/ (2) 16d @ 6" OC. <br />(8) ANCHOR BOLTS SHALL BE EMBEDDED 7" MINIMUM INTO CONCRETE. MIN (2) <br />BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 2" OR LESS <br />THAN (7) BOLT DIAMETERS FROM EACH END OF THE PIECE. MUD SILL TO BE 2X <br />MINIMUM AND PRESSURE -TREATED. <br />(9) ALL SHEATHING TO BE APA RATED. SEE GENERAL STRUCTURAL NOTES. <br />T-1 T-1 <br />2ND FLOOR LATERAL LOTS 9-12 <br />Y4" = 1'-0„ <br />/ aw-a <br />T-1 T-1 T-1 -1 <br />LATERAL NOTES <br />sO SHEAR WALL TO BE BUILT PER OR VERIFIED <br />TO COMPLY WITH SHEAR WALL SCHEDULE <br />T-X <br />/HOLDOWN 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 />SEE SHEET S5.1 <br />FOR RIGHT SIDE <br />OF BUILDING <br />HOLDOWN SCHEDULE <br />Date: 6/13/2024 <br />Job #: 1806 <br />MARK <br />HOLDOWN/STRAP "(1) <br />FASTENERS TO MIN DEL 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 />NIA <br />T-2 <br />STHD14/14RJ <br />(38y(30) - 16d <br />N/A <br />T-3 <br />HDU5SDS2.5 <br />(14) - BIDS 0.25x2.5 <br />SSTB24 <br />WOODSCREWS <br />SHEARWALL SCHEDULE Date: 6/13/2024 <br />Job #: 1806 <br />SHEATHING -APPLY TO <br />SHEATHING EDGE NAILS -(5) <br />ROOF TC TOP PLATE, <br />MARK <br />'(E) <br />2x HF STUDS @ 16"Wc <br />ALL EDGES BLOCKED <br />BASE PLATE <br />NAILS "(5) <br />FLOOR TO TOP PLATE <br />SILL PLATE ANCHORS w/ <br />'(3) <br />3" x 3" z 1/4" WASHERS <br />U.N.O. BELOW'(g) <br />do notpenetrate stflush <br />& SILL PLATE' 6 <br />SW-1 <br />7/16' 08B <br />Bd @ 6" c/o (12" c/o field) <br />16d @ 8 " o/c <br />H1 @ 24 " We <br />5/8"OXIC" AB's @ 60 " o/c <br />or A35 @ 24 " o/c <br />SW-2 <br />7/16" OSS <br />8d @ 4" c/c (12" o/c field) <br />16d @ 4 " 0/0 <br />A35 @ 20 " o/c <br />5/8"Ox10" AB's @ 48 " o/c <br />SW-3 <br />7/16" OSB'(7) <br />8d @ 3" o/c (12" c/o field) <br />16d @ 3 " 0/0 <br />A35 @ 12 " o/c <br />5/8"000" AB's @ 36 " o/c <br />SW-4 <br />7/16" OSB'(7) <br />8d @ 2" c/o staggered <br />16d @ 2%" O/c <br />A35 @ 10 " o/c <br />5/8"000" AB's @ 24 " o/c <br />(12" o/c field) <br />8d @ 3" o/c staggered <br />RSW <br />7/16" CSB Both Sides *(7) <br />(12" o/c field) <br />SEE DETAIL <br />Q <br />0 0 <br />QU <br />� U <br />K F <br />a <br />n, <br />V/ <br />LIJ <br />Z U <br />? > <br />2 w <br />0 N n <br />Lu <br />c <br />�a <br />u7 <br />M <br />w <br />>v <br />2ULI <br />— <br />DID <br />N <br />o <br />C4 <br />- <br />t-_ <br />N <br />UPSTATE STAMP <br />W M, <br />9 <br />Q <br />�p k 442 o �44 <br />FFSS <br />ONAL <br />6113iZOzh <br />Z J <br />U Q <br />LU W <br />� Q <br />J J <br />Q <br />CC O <br />�O <br />I-- <br />J <br />U LL <br />Z <br />1n N <br />0 <br />L11 <br />0 W M <br />� <br />O <br />O00 <br />~ <br />i C) m <br />Lli <br />ZOOw_< <br />��COZI- <br />Uj <br />W0_Z <br />Z �_ L1J <br />� C-) <br />LU <br />0 <br />w <br />Z <br />UPSTATE JOBR <br />1806 <br />DRAMBY <br />CHECKED BY: <br />JBG <br />Al <br />RENSIDN DATE: <br />DESCRIPTION: <br />06/13/2023 <br />VERSION 1 <br />APPROVALS <br />S4.0 <br />