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STRUCTURAL CAL CULA TIONS/SKETCHES <br /> MS2 <br /> McCann Structural Solutions 4621 West View Drive <br /> CIVIL STRUCTURAL ENGINEERING Everett, WA 98203 <br /> MICHAEL P. MCCANN P.E., S.E. OFFICE: (425) 879-7949 <br /> WA Email: msyuarrc148.a;i�alloo.con, <br /> Web: http://mmcengineering.tripod.corn <br /> Project: Date: Page <br /> 11' IA)r-r c CP OL ) lo zt 7 <br /> Subj ct: rN By: Proje l <br /> ! O0t71J <br /> I <br /> HOLDOWN SCHEDULE W/WOOD-FRAMED WALLS&8"MIN STEM WALL (HF-WIND) <br /> HOLDOWN SCHEDULE (HFWMDI <br /> MARK MODEL# ALLOWABLE UPLIFT MIN END STUD CONCRETE <br /> (LBS) CO STUDS FASTENERS ANCHOR <br /> © (i) MID WALL CORNER END WALL 2) 0 (3) <br /> .....00.711.., 1 O LSTHD8 (e) 2675 2320 1915 (2)2x (20)16d SINKERS N/A , <br /> 2 ® STHD10 (I) 4195 3500 2585 (2)2x (28)16d SINKERS � N/A ..-wita 3 _ 30 STHD14 1 <br /> 6)�__ 5345 4210 (2)2x (30)16d SINKERS N/A "+—..a. <br /> 4 HDU2-SDS2.5, 2215 (2)2x (6)%0x2y"SDS sre SSTB16 <br /> 5 DU4-SDS2.5 3285 (2)2x (10)y"0x2%p'SDS de•e : B16 <br /> 8 HDU5- ' 2.5_ -- 4065 (2)2x (14)y"0x "SDS .•e SSTB24 <br /> 7 HDU8SDS2.5 4870 (2)2x (20)y'0x21 DS we SSTB28 <br /> 8 HDU8-SDS2.5 5665 1 (3)2x (2( q 0x2%2"SDS tiro SSTB28 <br /> i 9 HDU11-SDS2.5 •:.5 (4)2x OR 6 (30)y"0x2�2'SDS 1'0 ATR W/ <br /> _EMBED a) <br /> 10 HDU11-SDS2.5 8045 2x OR 8x (30)y"0x2y'SDS 1'0 ATR W/ <br /> EMBED (4) <br /> 1'0 ATR WI <br /> 11 HDU14-SDS2.5 10350 4)2x OR 6x6 (36)y"0x2y'SDS EMBED <br /> f <br /> 12 HHDQ11-SDS2.5 8 (4)2x 0' . (24)y'0x2y'SDS 1"0 ATR WI <br /> .—EMBED <br /> 13 HHDQ14-SDS2.5 %/" 9370 (5)2x OR 8x (38).Z(0x "SOS 1"0 ATR EMBEID <br /> V <br /> /14 H012 11055 (3)2x OR 6x (4)1"0 BO 1y'0 ATR WI <br /> EMBED <br /> 15 D12 12690 6x6 (4)1"0 BOLTS 8 <br /> "0 ATR W1 <br /> EMBED <br /> ,19' HD19 15270 (5)2x OR 8x (5)1"0 BOLTS 1y`0 AT <br /> EMBED <br /> NOTES: <br /> 1. HOLDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE CO INC;ACCEPTABLE EQUIVALENT PRODUCT <br /> SUBSTITUTIONS ARE AVAILABLE FROM OTHER MANUFACTURERS WITH FOR APPROVAL FOLLOW ALL MANUFACTURER <br /> GUIDELINES NECESSARY TO ACHIEVE FULL ICC DESIGN VALUES <br /> 2 REFERENCE PLANS FOR ADDITIONAL STUD REQUIREMENTS WHERE OCCURS. <br /> 3 HOLDOWN SHALL BE INSTALLED TIGHT TO STUDS WITHOUT FILLERS OR DAPPING.DO NOT BEND HOLDOWN ANCHORS <br /> 4 PROVIDE 1/4'x3"SQ PLATE WASHER IN BETWEEN STANDARD DOUBLE NUTS. EMBED LENGTH EQUAL TO TOP OF CONCRETE <br /> DOWN TO TOP OF PLATE WASHER. <br /> 5 • INDICATES ON PLAN HOLDOWN MODEL AND MINIMUM STUD REQUIREMENTS,TYP <br /> 6 CONTRACTOR TO COORDINATE WHERE"RJ"HOLDOWNS ARE REQUIRED <br />