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N <br />9 <br />SHEAR WALL AND HOLDOWN NOTES <br />WALL <br />LINE SLW. <br />II IIII IIII IIII II <br />II IIII IIII IIII II <br />I I � IIII � IIII � IIII � I I <br />Sw-1 SW-1 Sw-1 SW-1 I SW-1 SW-1 SWA Si 9W-1 <br />BATH <br />i <br />i <br />BEDROOM <br />TWOLL. <br />9 <br />N <br />N <br />A <br />DIN, 16 <br />RISERS <br />- <br />PRIMARY <br />BATH BEDROOM <br />- — <br />I Sw-1 SW-1 SW-1 SW-1 <br />Si SW-1 <br />SW-1 SW-1 <br />- - <br />ILA <br />JVV•I oVV-1 <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 Hi OR H2.5 CLIPS TO EACH TRUSS/RAFTER 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. DEL <br />SPECIFICATIONS OF THE SHEAR WALL BELOW. CONSTRUCT CLERESTORY <br />STUDS TO BE LAMINATED W/ (2) 1Bd ® 6" OC. <br />WALLS PER SW-1, UNO. ALL EXTERIOR WALLS TO BE CONSTRUCTED PER <br />SW-1, LINO. <br />(8) <br />ANCHOR DOLTS SHALL BE EMBEDDED 7" MINIMUM INTO CONCRETE. MIN (2) <br />BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 2" OR LESS <br />(3) <br />3X OR DEL 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 = 0.13l" x 2U1 <br />10d = 0.148" x 3" <br />12d = 0.1 48"x 3111 <br />16d = OA 48" x 31(' <br />3RD FLOOR LATERAL LOTS 9-12 <br />Y411 = 11-011 <br />ow-1 <br />LATERAL NOTES <br />sO SHEAR WALL TO BE BUILT PER OR VERIFIED <br />TO COMPLY WITH SHEAR WALL SCHEDULE <br />T X 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 />1;�17IcdCC]iYE-1LFi� <br />OF BUILDING <br />HOLDOWN SCHEDULE <br />Date: 6113/2024 <br />Job #: 1806 <br />MARK <br />HOLUOWNVSTRAP'(I) <br />FASTENERS TO MIN DEL 2x STUDS, <br />FOUNDATION ANCHOR'(1)(4) <br />INSTALLATION NOTES <br />UNLESS NOTED OTHERWISE <br />T-1 <br />MSTG40 <br />(8)-16d SINKERS ATTACHEDTO <br />NIA <br />EACH CONNECTED ELEMENT <br />T-2 <br />STHD14114RJ <br />(38)/(30) -16d <br />WA <br />T-3 <br />HDUS-SD82.5 <br />(14) - SDS 0,2512.5 <br />SSTB24 <br />WOOD SCREWS <br />SHEARWALL SCHEDULE Date: 513/2024 <br />Job #: 11806 <br />SHEATHING - APPLY TO <br />SHEATHING EDGE NAILS'(S) <br />ROOF TO TOP PLATE, <br />MARK <br />2X HE STUDS @ 16'b/c <br />ALL EDGES BLOCKED <br />BASE PLATE <br />FLOOR TO TOP PLATE <br />SILL PLATE ANCHORS W/ <br />„(2) <br />NAILS -(5) <br />3" x 3" x 1/4' WASHERS'(') <br />U.N.O. BELOW `(9) <br />do not Ponetati, past flush <br />& S{LL PLATE'(') <br />SW-1 <br />7/16" OSB <br />Bid @ 6" c/o (12" o/c field) <br />16d @ 8 " c/o <br />H1 @ 24 O/c <br />5/$"0x70" AB's @ 60 <br />or A36 @ 24 " do <br />SW-2 <br />7116" OSB <br />Sd @ 4" c/o (12" a/c field) <br />16d @ 4" c/o <br />A35 @ 20 "c/o <br />518"OxIT AB's @ 46 " o/c <br />SW-3 <br />7/161, CBS "(7) <br />8d @ 3" a/o (12" We field) <br />led @ 3 " o% <br />A35 @ 12' o/c <br />5/8"Ox10" AB5 @ 36 " c/o <br />SW4 <br />7116' OSB'(7) <br />8d @ 2" c/o staggered <br />led @ 21/2' 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" OSB Both Sides *(7) <br />(12" c/o field) <br />SEE DETAIL <br />� <br />J <br />0 <br />� <br />6 <br />3 <br />}fin <br />W g <br />Q o <br />0, O <br />F <br />W � <br />• <br />� a <br />Y � <br />n�1 <br />W <br />y/ <br />zL <br />_> <br />w <br />N <br />N <br />wN <br />W <br />2 f <br />v <br />N <br />o <br />N <br />UPSTATE STAMP <br />A <br />o 9 <br />e <br />�"^ 9ec i STca``o l�w� <br />S'�/ONk E'�y <br />6/13i'[OZ4 <br />0 < <br />to W <br />W <br />o <br />J <br />Q <br />Of <br />0-1 <br />�0 <br />�0 <br />U J <br />LL <br />U) <br />07 <br />W <br />i <br />5:>C3 <br />N <br />_3: <br />OD <br />LU <br />Q O <br />Z W <br />O O DM Z � <br />w_ zWof <br />ZNC) I'` W <br />O Z)�W <br />W <br />W <br />Z <br />UPSTATE JOB# <br />1806 <br />DRAWN BY: <br />eHECKEO BY'. <br />JBG <br />AMG <br />REMSION DATE. <br />DESCRIPTON: <br />06113/2023 <br />VERSION 1 <br />APPROVALS <br />S5.0 <br />