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Single top plate use Simpson "H3" uplift #400 <br />Double toy nlato i ica -qimncnn "H7 FA i inlift ft7nn <br />Single 2 x 8 PT <br />top plate attached <br />w/ 112" anchor <br />bolts @ 24" o.c. <br />Simps <br />Uplift I <br />#5 rebar <br />(min.) <br />Connection Schedule <br />Manufacturer <br />Model No. <br />Uplift # <br />FI Product <br />Location / Use <br />Name <br />Approval Number <br />Simpson <br />HETA20 <br />#1810 <br />FI 11473.4 <br />Roof structure connection to <br />Strong Tie <br />exterior concrete block wall. <br />"OPT" roof structure <br />Simpson <br />H3 <br />#400 <br />FL 10456.3 <br />connection to a single 2 x 8 top <br />Strong Tie <br />plate and / or existing wood <br />beam <br />"OPT" roof structure <br />Simpson <br />H2.5 <br />#700 <br />FL 10456.3 <br />connection to a double 2 x 8 <br />Strong Tie <br />top plate and / or existing wood <br />beam <br />Note: <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 />Florida Product Approval <br />Product Category <br />Manufacturer <br />Cast - Crete <br />Approval Number <br />FL 158.1 R12 <br />Precast Concrete Lintel <br />Asphalt Shingles <br />GAF Materials Corp <br />FL 10124.1 R29 <br />Ridge Vents <br />GAF Materials Corp <br />FL 6267.1 R17 <br />Weatherproofing Roofing <br />Owens Corning <br />FI 9777.2 R16 <br />Underlayment <br />Vented Vinyl Soffit <br />Kaycan <br />FL 24564.3 R5 <br />Note: <br />1. Any products that are substituted, must meet or exceed products specified. <br />Contractor "MUST" provide all product data to building inspector at time <br />of inspection. <br />NOTE: <br />Match existing roof structure connection. See <br />connection schedule and optional details for different <br />field conditions. <br />I <br />1' i l I ! e'- <br />°-O if — 4- � 71- 4� 24 <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1' - 0" <br />REVISIONS <br />N01 DATE I DESCRIPTION <br />rn <br />v <br />c M <br />0 <br />0 <br />,� c 0 N U- <br />QD o C <br />(1) a�00 <br />C�'� E ' J <br />c� O <br />i M M <br />c <br />i <br />p c M J <br />C c }, r N <br />M70 � <br />L <br />W C) v U <br />0 0)o <br />L W <br />.M to M rn <br />0 (y) <br />N <br />�o <br />N <br />To <br />� QN <br />c E c <br />O U Cif <br />Uj M � <br />-� -0 <br />: Q cM <br />r'- r- E Co <br />p. a) oU U -0 <br />Q� m0 U�LL� <br />^c 0` � r- <br />�✓ ` L CD r <br />) Q r a CD' <br />a? �� E� E� <br />L CO a)Q M cD <br />N N M3: 1) • H A <br />m N _ <br />C M O N C <br />Q V LL c M N <br />0-0 <br />>' L o <br />� O �� <br />-0 .0 o N LL M <br />�> <br />o�oM _ <br />Z. <br />=3 U <br />m N <br />oo�I <br />N C U L <br />Ni M QF- <br />L E Q <br />(n M <br />c0 <br />+-+ N <br />v) t� <br />Z U70 <br />_O <br />J 4-j LL <br />r <br />O <br />Z .� <br />Q <br />L-) N <br />m <br />M <br />C--1 <br />O <br />CAI <br />01 <br />t� <br />JOB NO. <br />5910 17TH STREET <br />1 DATE <br />'AUGUST 25, 2023 <br />DRAWN BY I <br />Daniel M. Ossman <br />SHEET NO. <br />A 2 <br />