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08-09-2021 Council Packet
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08-09-2021 Council Packet
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<br /> <br />N <br /> <br />S <br />h <br />o <br />r <br />e <br /> <br />D <br />r <br />i <br />v <br />e <br />O <br />r <br />o <br />n <br />o <br />, <br /> <br />M <br />N <br />P <br />L <br />A <br />N <br />S <br /> <br />S <br />H <br />O <br />W <br />N <br /> <br />A <br />R <br />E <br /> <br />F <br />O <br />R <br />A <br />P <br />P <br />R <br />O <br />X <br />I <br />M <br />A <br />T <br />E <br /> <br />L <br />O <br />C <br />A <br />T <br />I <br />O <br />N <br />R <br />E <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br /> <br />O <br />N <br />L <br />Y <br />. <br />A <br />S <br />- <br />B <br />U <br />I <br />L <br />T <br /> <br />D <br />I <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />S <br /> <br />A <br />R <br />E <br />T <br />O <br /> <br />B <br />E <br /> <br />V <br />E <br />R <br />I <br />F <br />I <br />E <br />D <br />. <br /> <br /> <br />P <br />L <br />A <br />N <br />S <br />A <br />R <br />E <br /> <br />N 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SCOPEDESIGN OF A CANTED DECK EXTENSION AND NEW DROPPED BEAM AT ANEXISTING SINGLE-FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE INACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE,AND THE REQUIREMENTS OF THE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO DECKDRAWING PREPARED BY REVISION LAST DATED 9-2-20 FOR MOREINFORMATION. THIS STRUCTURAL DRAWING IS NOT INTENDED TO BEFULL REMODEL PLANS, BUT IS ONLY INTENDED TO CONVEY THE BASICSTRUCTURAL INFORMATION NECESSARY FOR THE LIMITED SCOPENOTED ABOVE.2.SCOPE OF ENGINEERING INCLUDES ITEMS SPECIFICALLY NOTEDABOVE AND ON PLANS ONLY. REVIEW OF EXISTING FRAMING ANDFOUNDATIONS, AS WELL AS ANY OTHER PROPOSED REMODEL ITEMSARE NOT INCLUDED UNDER THIS SCOPE.3.A SITE VISIT WAS NEITHER PERFORMED NOR REQUESTED.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS ANDCONDITIONS BEFORE PROCEEDING WITH WORK. NOTIFY THE HANSONGROUP IF DISCREPANCIES ARISE.4.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTUREPLAN OR FIELD CHANGES TO THE HANSON GROUP FOR REVIEW.VERIFY EXISTING FRAMING LAYOUTS PRIOR TO CONSTRUCTION ANDMATERIAL ACQUISITION.5.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITYOF THE CONTRACTOR.6.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITYOF THE CONTRACTOR.7.ARCHITECTURAL ITEMS INCLUDING FLASHING AND WATERPROTECTION AT THE LEDGER IS BY OTHERS.8.RAILINGS, STAIRS, AND DECKING ARE THE RESPONSIBILITY OF THESUPPLIER.FOUNDATION NOTES1.EXISTING FOOTINGS ARE BY OTHERS.FRAMING NOTES1.ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USPOR EQUAL JOIST HANGERS, CLIPS, POST CAPS, AND POST BASES.2.VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH DECKPLANS.3.ALL OTHER FASTENERS TO BE IN ACCORDANCE w/ CODE TABLER602.3(1).4.ALL NEW DECK MEMBERS TO BE TREATED.5.MEMBERS NOTED ARE DESIGNED FOR L/360 DEFLECTION CRITERIA. IFADDITIONAL STIFFNESS IS REQUIRED, CONTACT THE HANSON GROUP.6.DECK HAS NOT BEEN REVIEWED FOR LATERAL BRACING. PROVIDECODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTS AND TENSIONCONNECTIONS AT ALL LEDGERS AS REQUIRED.MATERIALSTREATED LUMBER:SYP NO.2 GRADE OR BETTERGLULAM:SYP 26FV4 (TREATED)LOADSFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:10 PSFCODES2020 MINNESOTA RESIDENTIAL CODE <br />E <br />X <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />D <br />E <br />C <br />K <br /> <br />J <br />O <br />I <br />S <br />T <br />S <br />A <br />R <br />E <br /> <br />R <br />E <br />P <br />O <br />R <br />T <br />E <br />D <br /> <br />T <br />O <br /> <br />B <br />E <br />2 <br />x <br />1 <br />0 <br />s <br /> <br />A <br />T <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br /> <br />I <br />N <br />T <br />H <br />I <br />S <br /> <br />A <br />R <br />E <br />A <br />5 <br />' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />3 <br />' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />C <br />A <br />N <br />T <br />I <br />L <br 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