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Connection Schedule <br />Manufacturer <br />Model <br />Uplift <br />FI Product <br />Location / Use <br />Name <br />No. <br />Approval Number <br />Simpson <br />HETA20 <br />#1810 <br />FL 11473.3 <br />pier connection to <br />wood beam. <br />Simpson <br />Floor joist hanger to ledger board and <br />Strop Tie <br />LUS26 <br />01165 <br />FI 10655.31 <br />/ or wood beam <br />4 x 4 bottom post connection to <br />Simpson <br />ABW44Z <br />01005 <br />FI 10860.4 <br />concrete slab / footing at covered <br />Strong Tie <br />rear porch. <br />4 x 4 top post connection to wood <br />Simpson <br />LCE4Z <br />#760 <br />FI 10446.11 <br />beam at covered roar porch at <br />Strong Tie <br />mitered corners. <br />4 x 4 top post connection to wood <br />Simpson <br />LPC4Z <br />#760 <br />FI 10860.17 <br />beam at covered roar porch at <br />Strong Ile <br />mitered corners. <br />Simpson <br />Woodbeam hanger to exterior frame <br />Strong Tie <br />LUS28-2 <br />#1165 <br />FI 10655.31 <br />wall. <br />Simpson <br />SP1 <br />#585 <br />FI 10456.11 <br />Bottom plate to wood stud <br />Strong Tie <br />connection. <br />Simpson <br />SP2 <br />#1065 <br />FI 10456.11 <br />Top plate to wood stud connection. <br />Strong Tie <br />Simpson <br />MTS20 <br />#1000 <br />FI 10456.8 <br />Valley rafter tie - in connector to <br />Strop Tie <br />existing roof structure. <br />Simpson <br />LTS20 <br />9775 <br />FI 10456.7 <br />Valley lack rafter tie - in connector to <br />StrongTie <br />_____Lridge <br />beam. <br />Simpson <br />H10A <br />#1140 <br />FL 10446.7 <br />Roof structure connection to exterior <br />StrongTie <br />frame wall or wood beam. <br />1. Any products that are substituted, must "MUST" or "EXCEED" products specified. <br />Contractor "MUST" provide data to building inspector at time of inspection. Only truss <br />company can modify hurricane clips and connections specified and must coordinate with <br />General Contractor with any changes to plans. <br />2. All existing ceiling heights to remain the same. Proposed ceiling height to be a min. of <br />8' - 0", contractor to field verify with owner. <br />FINIAL OR PYRAMID CAP <br />AT POST <br />SHAPED HANDRAIL <br />4X4POSTAT <br />4' TO 5' SPACING <br />HISTORIC "SOULARD" STYLE <br />HANDRAIL <br />(Milled top and bottom nail with 2" x 2" balusters on 4" centers) <br />I_ <br />dk <br />STAIRWAY CROSS SECTION <br />SCALE: N.T.S. <br />Indicate a 16" x 16" x 8" concrete block <br />column, on top of a 24" x 24" x 12" (min <br />concrete pad w/ 3 - #5 rebars each way. <br />Each cell (4 total) to have 1 - #5 vert <br />rebar in each cell with a 25" min. lap <br />splice. All cells to be filled and tamped <br />solid with concrete (typ)• <br />Indicate a 16" x 16" x 12" concrete pad <br />(min) w/ 2 - #5 rebers each way to <br />support a wood post above (typ). <br />A <br />10 P.T <br />F X� 012 JoIerr <br />J <br />dD �— 2 - 2 x 10 P-' <br />woof e>L&r-I <br />(` (T`rR.) <br />N After duri <br />N ify the ex 'ng ra• <br />N r .n. C "WILL' <br />any t ite / amag <br />with site if <br />Ci 4" X 4 woo p <br />it Po s-r <br />�- J DI fit" 4? <br />WOO p <br />bc-64-1 <br />L' <br />• <br />ICa1-S't <br />EQ. <br />I <br />�<°�' �I_ 3" v (Co'' <br />L <br />IR <br />11 <br />3 - 2 X- <br />FLC*IZ J 0157- <br />01JLy aT14IS 0 <br />�.OGnT'l 01.1 <br />L E <br />15 ` - 3" <br />2.21- 5 <br />FOUNDATION / FLOOR FRAMING LAYOUT <br />I I I "i-1 1"*1 <br />REVISIONS <br />NO <br />DATE <br />DESCRIPTION <br />a � <br />� � G <br />u 'C <br />0 0 <br />o <br />A of o <br />ae a <br />u <br />8 <br />a� I» 8 <br />•P" two <br />,00 .5 <br />r <br />L <br />C <br />i 0 <br />M 0 E <br />y0,c4t") W �N <br />o <br />c 0 Q� <br />�8 M <br />�v <br />>�3 C7 tll 0 <br />i L CUM <br />M <br />cao �° a <br />E r <br />U��t M <br />catU vF- <br />3c>�>� <br />E E ° rn <br />IE <br />h A <br />��y�co <br />a 0_"> ~ <br />U. � <br />U3 <br />yc �r-F--0 <br />F- 0 N a = N a. <br />Q� M <br />M <br />Z <br />- <br />U) ;o <br />L <br />EEC 0 <br />1-4 LL <br />C� <br />L <br />�t L <br />Z <br />N ,� <br />— <br />U-) <br />0 <br />LO N <br />J <br />D <br />M <br />JOB NO. <br />5524 11TH STREET <br />DATE <br />DECEMBER 21, 2019 <br />DRAWN BY <br />Daniel M. Ossman <br />SHEET NO. <br />A - 4 <br />