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STRUCTURAL CALCULATIONS/SKETCHES <br /> McCann Structural Solutions 4621 West View Drive <br /> MS2 CIVIL&STRUCTURAL ENGINEERING Everett, WA 98203 <br /> MICHAEL P. MCCANN P.E., S.E. OFFICE: (425)879-7949 <br /> WA Email: msyuared48&vahoo.com <br /> Web: http://Mmcengineering.tripod.com <br /> Project: Date: Page )t/ A ,,— <br /> Sub'ect: By: Project No: <br /> too� T0f*VV(AC <br /> HOLDOWN SCHEDULE W/WOOD-FRAMED WALLS&8"MIN STEM WALL (HF-WIND) <br /> HOLDOWN SCHEDULE MFW NO) <br /> MARK MODEL# ALLOWABLE UPLIFT MIN END STUD CONCRETE <br /> (LBS) 1 6 STUDS FASTENERS ANCHOR <br /> (i) MID WALL CORNER END WALL a) O (3) <br /> 1 Q3 LSTHD8 (e) 2675 2320 1915 (2)2x (20)16d SINKERS NIA <br /> 2 Q STHD10 0) 4195 3500 2585 (2)2x (28)16d SINKERS ;NA <br /> 3 O STH014 m) 5345 4210 (2)2x (30)16d SINKERS <br /> 4 HDU2-SDS2.5 2215 (2)2x (6)%"0x2y2"SDS 5 HDU4-SDS2.5 3285 (2)2x (10)�"0x "SOS sera <br /> 6 HDU5-SDS2.5 4065 (2)2x (14)1/4'0x2y'SDS sera SSTB24 OJ <br /> 7 HDUB-SDS2.5 4870 (2)2x (20)Y"Ox2y'SOS rrtre SSTB28 �d'/ <br /> 8 HDU8-SDS2.5 5665 (3)2x (20)y'Ox2y"SDS M SSTB28 <br /> 9 HDU11-SDS2.6 6865 (4)2x OR 6x (30)y4'042% SOS 1"0 ATR WI <br /> EMBED(x) III <br /> 10 HDU11-SDS2.5 8045 (5)2x OR 8x (30)1/4"0x2y2'SOS 10 ATR Wl <br /> EMBED a) <br /> 11 HDU74-SDS2.5 10350 (4)2x OR 6z6 (36)Y"0x2y"SDS 1'0 ATR W/EMBED <br /> 12 HHDQ11-SDS2.5 8505 (4)2x OR 6x (24)y'OaY2"SOS 1"0 ATR WI <br /> —EMBED <br /> 13 HHDQ14-SOS2.5 9370 (5)2x OR 8x (30)y'0x2y'SOS 1"O ATR WI <br /> _,EMBED <br /> 14 HD12 11055 (3)2x OR 6x (4)1"0 BOLTS 1y"0 ATR WI <br /> EMBED <br /> 15 HD12 12690 6x6 (4)1"0 BOLTS 1y"O ATR WI <br /> _EMBED <br /> 16 HD19 15270 (5)2x OR 8x (5)1"0 BOLTS ty'0 ATR Wl <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 114"x3'SO PLATE WASHER IN BETWEEN STANDARD DOUBLE NUTS. EMBED LENGTH EQUAL TO TOP OF CONCRETE <br /> DOWN TO TOP OF PLATE WASHER. <br />