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SEE SHEET 54 <br />FOR LEFT SIDE <br />OF BUILDING <br />O <br />O <br />SHEAR WALL AND HOLDOWN NOTES <br />/ 3 T- O T-3 T- <br />O <br />T-3 T-3 <br />O TT-3 <br />/2 SW-2 T\ <br />T-2 T-2 <br />\ SW-2 <br />T-2 T-2 <br />SW-2 <br />T-2 T-2 <br />SW-2 J <br />I _ <br />C <br />W-4 <br />SW-4 <br />SW-4 <br />SW-4 <br />-3 T-3 <br />T-3 T-3 <br />-3 T-3 <br />- VERF1-73 <br />PORCH <br />/ navy _\ / navy / nOvv \ / Havy \ <br />T3 T-3 T-S T3 T3 T-3 T3 T-3 <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 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. DBL <br />SPECIFICATIONS OF THE SHEAR WALL BELOW. CONSTRUCT CLERESTORY <br />STUDS TO BE LAMINATED Wl (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 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 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 214" <br />1Od = 0.148" x 3" <br />12d=0.148"x31? <br />16d = 0.148" x 31 6' <br />1ST FLOOR LATERAL LOTS 13-16 <br />1/a" = 1'-0" <br />/ now \ <br />T-3 T-3 <br />/Hew \ <br />T-3 T-3 <br />LATERAL NOTES <br />6wOx SHEAR WALL TO BE BUILT PER OR VERIFIED <br />TO COMPLY WITH SHEAR WALL SCHEDULE <br />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 />HOLDOWN SCHEDULE <br />Date: 6fl&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 />MSTG40 <br />N/A <br />EACH CONNECTED ELEMENT <br />T-2 <br />STHD14114RJ <br />(38)/(30) -16d <br />N/A <br />T3 <br />HDUSSDS2.5 <br />(14) - 806 0.25x2.5 <br />SSTS24 <br />WOOD SCREWS <br />SHEARWALL SCHEDULE Date: 6/13(2024 <br />Jab #: 1806 <br />SHEATHING - APPLY TO <br />SHEATHING EDGE NAILS'(S) <br />ROOF TO TOP. PLATE, <br />MARK <br />BASE PLATE <br />SILL PLATE ANCHORS w/ <br />.(2) <br />2x HF 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 />U.N.O. BELOW'(g) <br />do not penetrate past flush <br />& SILL PLATE'(6) <br />SW-1 <br />7116, DSB <br />Bd @ 6" c/o If 2' c/c field) <br />16d @ B " o/c <br />H1 @ 24 " o/c <br />5J8'0x10` AS's @ 60 " o/c <br />or A35 @ 24 " o/c <br />SW-2 <br />7/16" OSB <br />8d @ 4" o/c (12' o/c field) <br />16d @ 4 " o/c <br />A35 @ 20 " o/c <br />518"0x10" AB's @ 48 " o/c <br />S W3 <br />7/16" OSB '(7) <br />8d @ 3" o/c (12" o/c field) <br />16d @ 3 " o/c <br />A35 @ 12 " o/c <br />5/8"Ox1C" AB's @ 36 " c/c <br />SW-4 <br />7116' OSB *(7) <br />8d @ 2" o/c staggered <br />1&d @ 2'/z ° o/c <br />A35 @ 10 " o/c <br />5/8"Ox10" AB's @ 24 " o/c <br />(12" o/c field) <br />8d @ 3" We staggered <br />RSW <br />7/16" OSB Both Sides *(7) <br />(12" o/c field) <br />SEE DETAIL <br />Y1(j <br />V{J <br />w 0 <br />¢ O <br />U <br />�F <br />w� <br />U) <br />y/ <br />z <br />0> <br />� w <br />�v <br />�v <br />u N <br />w <br />W <br />= <br />I— <br />c <br />ED <br />0 <br />UPSTATE STAMP <br />9 <br />442 o w� <br />r PFcisl EEG. �? <br />�S/ONAL <br />L - <br />hi132G24 <br />Z <br />0 Q <br />U) <br />W H <br />0 <br />J J <br />0 <br />U_j <br />5 LL <br />O H <br />H- Cn <br />U) <br />W <br />W <br />V 19 <br />2 2: > 0 <br />Z W <br />Z F—_ W'< <br />N W Z I— <br />L_Z�of <br />_ <br />W <br />Z�o�W <br />c(14 v) C: > <br />O mtiw <br />- <br />W <br />Z <br />UPSTATEJOBs <br />1806 <br />DRAWN BY: <br />CHECKED BY: <br />JBG <br />AMG <br />REVISION DATE: <br />DESDRIPTION: <br />06/13/2023 <br />VERSION 1 <br />APPROVALS <br />S3.1 <br />