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U <br />r <br />LATERAL NOTES W 1 <br />s 7 SHEAR WALL TO BE BUILT PER OR VERIFIED <br />TO COMPLY WITH SHEAR WALL SCHEDULE <br />TX HOEDOWN TO BE (INSTALLED PER HOLDOWN <br />SCHEDULE n <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 />T-3O T-3 T-3 O T-3 T-3 O T-3 T3 O T-3 T-3 3 <br />SW-2 SW-2 SW-2 SW 2 SW-2 UPSTATE STP P <br />O <br />m <br />T2 <br />U <br />SHEAR WALL AND HOLDOWN NOTES <br />DEN <br />(7'f1 <br />t3q <br />y <br />T2 T2,,. <br />sw•z <br />T2 T2 <br />T2 T2 <br />T2 T-2. <br />SW-2 <br />. <br />SW2 <br />SW-2 <br />;/ <br />{ <br />rFO <br />YER <br />GARAGE <br />J <br />a Q <br />TJJ <br />Or_ <br />I <br />I <br />+3Q3 <br />I <br />SW-4 T 3 <br />T 3 HW-4 T 3 <br />T-3 SW4 T•3. <br />T-3 SW� <br />DVERED <br />PORCH <br />7 <br />(1) HOLDOWNS TO BE SIMPSON OR EQUIVALENT WHERE EQUIVALENT IS <br />PERMITTED. LOCATE HOEDOWNS 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 SWA, UNO. ALL EXTERIOR WALLS TO BE CONSTRUCTED PER <br />SWA,UNO. <br />(3) 3X OR DBL 2X SILL PLATE REQUIRED. <br />(4) USE THREADED ROD AND COUPLER AS REQUIRED. <br />(5) COMMON NAILS, UNO: 8d=0.131"x 21e <br />10d=0.148"x3" <br />12d = 0.14R'I x 311" <br />16d = 0.148" x 31(" <br />/ nJVY \ I'1JVV \ / nJYV \ / t .VY \ <br />T.3 T-3 T- T-3 T.3 T-3 TJ 73 <br />(6) INSTALL H1 CLIPS AT EACH TRUSS/RAFTER END. INSTALL A35 M 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 TO DBL 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 0 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 />1ST FLOOR LATERAL LOTS 9-12 <br />Y4° = 1'-D,I <br />/ M.7VY \ <br />T-3 T-3 <br />/ how \ <br />T-3 T-3 <br />SEE SHEET S4.1 <br />f3�]NCRCT.-til ll.T� <br />OF BUILDING <br />HOLDOWN SCHEDULE <br />Date 6/1&2024 <br />,lob #; 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 />T-1 <br />MSTC40 <br />(8) -16d SINKERS ATTACHED TO <br />NIA <br />EACH CONNECTED ELEMENT <br />T-2 <br />STHD14114RJ <br />(38)/(30) - 16d <br />NIA <br />T-3 <br />HDU5$DS2.5 <br />(14)-SUB 0.25x25 <br />SSTB24 <br />WOODSCREWS <br />SHEARWALL SCHEDULE Date: 611T2024 <br />Job 1h 1806 <br />SHEATHING -APPLY TO <br />SHEATHING EDGE NAILS "(b) <br />ROOF TO TOP PLATE, <br />MARK <br />BASE PLATE <br />SILL PLATE ANCHORS <br />2x HF STUDS @ 16°o/c <br />ALL EDGES BLOCKED <br />NAILS "(5) <br />FLOOR TO TOP PLATE <br />*( <br />3" x 3" x 1/4" WASHERS "( B) <br />U.N.O. BELOW'(9) <br />do not penetrate past slosh <br />g SILL PLATE '(6) <br />SW-1 <br />7/16' OHB <br />8d @ 6" c/o (12" o/c field) <br />16d @ 8 ° o/c <br />HI Q 24' orc <br />518'Ox10" AB's @ 60 " c/o <br />or A35 @ 24 ° o/c <br />SW-2 <br />7116" OSB <br />Bd @ 4" c/c (12" o(c field) <br />16d @ 4 " o/c <br />A35 ® 20 " ac <br />V8"0x10" AB's @ 46 " oic <br />SW3 <br />7/16" OSB'(7) <br />8d @ T o/c 112" o/c III <br />16d @ 3 " do <br />A35 @ 12 " We <br />5t8"Bx10" AB's 15 38 " c/o <br />SW-0 <br />7/16" OSB '(7) <br />8d @ 2" c/o staggered <br />16d @ 2'/z " o/c <br />A35 @ 10 " c/o <br />578"✓3x10" AB's @ 24 " c/o <br />(12" o/o field) <br />8d @ 3" o/c staggered <br />RSW <br />7116" OSS Bath Sides "(7) <br />(12" c/o held) <br />SEE DETAIL <br />Z <br />0 Q <br />�� <br />DJ W <br />o� <br />�g <br />< D_' <br />O <br />0 Q <br />LL <br />1) , <br />U) <br />U) <br />LU <br />V)5il <br />2mrn>o <br />2>F--C1rn <br />> <br />N <br />< <br />z <br />F_ <br />0 <br />Ib <br />Z <br />H <br />Ed�OZ <br />CEfy <br />Z <br />d <br />ti <br />W <br />p <br />- <br />Z)r- <br />W <br />(% <br />?j <br />00 <br />LU <br />Z <br />m <br />JBG I AMG <br />APPRWALS <br />S3.0 <br />