Laserfiche WebLink
f1 f1 � f.1 <br />SEE SHEET S6 <br />FOR LEFT SIDE <br />OF BUILDING <br />.09 <br />2ND FLOOR LATERAL LOTS 13-16 <br />X" = V-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 111 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) 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) <br />USE THREADED ROD AND COUPLER AS REQUIRED. <br />(9) ALL SHEATHING TO BE APA RATED. SEE GENERAL STRUCTURAL NOTES. <br />(6) COMMON NAILS, UNO: 8d = 0.131" x 21/4" <br />10d = 0.148" x 3" <br />12d=0.148"x31�" <br />16d=0.148"x3V' <br />LATERAL NOTES <br />sO SHEAR WALL TO BE BUILT PER OR VERIFIED <br />TO COMPLY WITH SHEAR WALL SCHEDULE <br />Tx 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: 6/13/2024 <br />Job #: 1806 <br />MARK <br />HOLDOWN/STRAP'(1) <br />FASTENERS TO MIN Di 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 />N/A <br />EACH CONNECTED ELEMENT <br />T-2 <br />STH014/14RJ <br />(38)/(30) -16d <br />N/A <br />T-3 <br />HDU5-SDS2.5 <br />(14)- SOS 0.25x2.5 <br />SSTB24 <br />WOOD SCREWS <br />SHEARWALL SCHEDULE Date: 6/13/2024 <br />Job #: 1806 <br />SHEATHING - APPLY TO <br />SHEATHING EDGE NAILS'(6) <br />ROOF TO TOP PLATE, <br />MARK <br />BASE PLATE <br />SILL PLATE ANCHORS w/ <br />.(2) <br />2x HE STUDS @ 16"Nc <br />ALL EDGES BLOCKED <br />NAILS "{5) <br />FLOOR TO TOP PLATE <br />3" x 3" x 114' WASHERS '(8) <br />U.N.O. BELOW "(9) <br />do not ene"ta astflush <br />& SILL PLATE -(6) <br />SW-1 <br />7/16" OSB <br />8d @ 6" o/c (12` o/c field) <br />16d @ 8 " o/c <br />H7 @ 24 " do <br />Y8"Ox10" AB'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 ° We <br />5/8"OxIT ARE @ 48 " o/c <br />SW_3 <br />7/16" OSB '(7) <br />8d @ 3" o/c (12" a/c field) <br />16d @ 3 " o/c <br />A35 @ 12 "o/c <br />5/8"0x10" AB's @ 36 " o/c <br />SW-4 <br />7/16" OSB '(7) <br />8d @ 2" o/c staggered <br />16d @ 2'!e " o/c <br />A35 @ 10 ° do <br />5/8"Ox10" AB's @ 24 " cic <br />(12" o/o field) <br />RSW <br />7116" OSS Both Sides'(7) <br />Bid @ 3" o/c staggered <br />SEE DETAIL <br />(12' c/o field) <br />J <br />M <br />a <br />m <br />— <br />rn <br />'S <br />U <br />0, <br />Of co <br />wI <br />a <br />— <br />ww <br />Y <br />a <br />N <br />Z <br />U <br />One <br />�w <br />co <br />N <br />O <br />w <br />�_ v <br />� v <br />a�j <br />T I-- <br />v <br />- �� <br />N <br />o <br />N <br />N <br />UPSTATE STAMP <br />Vd M. <br />o w 9 <br />4 <br />q 442 'J <br />5/0NAL E�w� <br />6113i2O21 <br />Z J <br />0 a <br />coOf <br />WW <br />InF- <br />J J <br />Bf <br />Q <br />50 <br />~ <br />J <br />U � <br />5 <br />U <br />(H_ <br />Z <br />N <br />LU <br />C <br />�GC9 <br />2OOr) >O <br />OZcNJ <br />00 <br />= � � 0 m <br />JOT- Q <br />ZF- W <br />�I=DOZI. <br />W �O Z_ W <br />Z � N W <br />Q' (M J p <br />O-mew <br />W <br />Z <br />UPSTATE JOB a <br />1806 <br />DRAWN BY <br />cHECKEo av'. <br />JBG <br />AMG <br />REVISION DATE'. <br />OESCRIPTION: <br />06/13/2023 <br />VERSION 1 <br />APPRDVALS <br />S4.1 <br />