Laserfiche WebLink
3/4"DIA.ALUMINUM SOLID ROD BRACE REFER SHEET 701 FOR TECH.SPEC.NOTES <br /> CROSSED AS SHOWN <br /> TYPICAL IN WALL AND ROOF PANELS AS SHOWN SERVICE LOAD REACTIONS <br /> TYP.AT BASE OF COLUMNS: <br /> MAXIMUM DOWNLOAD PER COLUMN: 6.39 KIPS <br /> MAXIMUM UPLIFT PER COLUMN: 1.77 KIPS <br /> MAXIMUM SHEAR PER COLUMN: 1.90 KIPS <br /> TYP.AT FREE END OF RAFTERS: <br /> 6 MAXIMUM SHEAR PER RAFTER: 3.70 KIPS <br /> MAXIMUM AXIAL(IN/OUT)PER RAFTER: 3.10 KIPS <br /> a NOTE:ALL RAFTER LOADS ARE IN DIRECTIONS <br /> a PERPENDICULAR/PARALLELTO ATTACHMENT WALL. <br /> � M <br /> O bo <br /> N <br /> 8' 1 3/4"C-TO-C <br /> 303 4 <br /> 302 301 <br /> STRUCTURAL ELEVATION: POOL HOUSE — SIDE WALL <br /> 202 SCALE: 1/8"=1'4" (RIGHT SIDE SHOWN) <br /> (SKIN NOT SHOWN FOR CLARITY) <br /> � r <br /> ALUMINUM RAFTER <br /> (CCSI PART#800500) <br /> QQY O <br /> P Q <br /> y � <br /> m <br /> m <br /> io o <br /> N <br /> 8'-1 3/4"C-TO-C 8'-1 3/4"C-TO-C 8'-1 3/4"C-TO-C 8'-1 3/4"C-TO-C 8'-1 3/4"C-TO-C 8'-1 3/4"C-TO-C <br /> O <br /> 301 302 303 303 303 <br /> STR��T�[ ALRELEVATION: POOL HOUSE — SIDE WALL <br /> 20 SCALE: (LEFT SIDE SHOWN "I hereby certify that this plan,specification,or report was prepared <br /> (SKIN NOT SHOWN FOR CLARITY) by me or under my direct supervision and that I am a duly Licensed <br /> Professional En sneer under the laws of the State of Minnesota." <br /> uf <br /> f,IALOUF ENGINEERING IONAiIONN, INC. E.Mark mt, <br /> CCSI INTERNATIONAL INC. <br /> RAM,17950 PRESTON ROAD SUITE 720 DUNKLEY RESIDENCE MN Li , <br /> ' \ 972-78 TEXAS 7(fax: 5635 STRUCTURAL ELEVATION <br /> 972-783-2578 (fax: 2583) CCS1 <br /> www.maloufen ineerin .com 2709 WALTERS PORT LN. <br /> 9 9 MEI PROJECT ID SHEET NUMBER REV. <br /> ArC.2018 EXCELSIOR, MN 55331 INTERNATIONAL, INC. 0 02/15/18 ISSUED FOR CONSTRUCTION '� LKN NMN05355B-18V0 SO2 0 <br /> 0 MQr N0. DATE REVISIONS DWA WD.i1PPD <br />