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2 x (0 I~L.00lz J o t Sc <br />A-rmCJ Z x C•s <br />P.T. <br />71(0 <br />%/!, boas <br />' O.C. <br />1\ <br />F CFwo(z <br />AM i r..I4 <br />LAYOUT FOfC <br />MO(ZE, iJFo <br />4. x 4 P.T. woo <br />Pdg'r- 0"Y'P ) <br />LANDING FLOOR FRAMING LAYOUT <br />SCALE: 1 /4" = 1'- 0" <br />Connection Schedule <br />Manufacturer <br />Model No. <br />Uplift <br />FI Product Approval <br />Location / Use <br />Name <br />Number <br />Simpson <br />Strong Tie <br />SP1 <br />#685 <br />FI 10456.11 <br />Bottom plate to wood stud connection. <br />Simpson <br />Strong Tie <br />SP2 <br />#1066 <br />FI 10466.11 <br />Top plate to wood stud connection. <br />Continuous floor to floor clear span connection <br />Simpson <br />MSTAM36 <br />#1400 <br />FL 11473.11 <br />from first floor masonry exterior wall to second <br />Strong Tie <br />floor exterior wall stud. <br />Simpson <br />1-110A <br />#1140 <br />FL 10446.7 <br />Roof structure connection to exterior frame wall or <br />Strop Tie <br />wood beam. <br />Simpson <br />ABU44 <br />#2200 <br />FI 10860.4 <br />4 x 4 wood post connection to concrete footing / <br />Strong Tie <br />pad at stairway landing. <br />Simpson <br />BC4 <br />#980 <br />FI 10860 <br />4 x 4 wood post connection to wood beam at <br />Strong Tie <br />stairway landing. <br />Simpson <br />LUS26 <br />#1165 <br />FL 10666.31 <br />2 x 6 floor joist hanger to wood beam or rim joist at <br />Strop Tie <br />stairway landing. <br />Note: <br />1. Any products that are substituted, <br />must "MUST" or "EXCEED" products specified. Contractor "MUST" provide <br />data to building inspector at time of inspection. Only truss company can modify hurricane clips and connections <br />specified and must coordinate with General Contractor with any changes to plans. <br />2. It's the responsibility of the truss manufacture to coordinate all cathedral ceiling locations with General <br />Contractor before the manufacturing of any floor and / or roof trusses. <br />Proposed square footage breakdown: <br />576 s/f Proposed 1 st floor garage <br />57._ Proposed 2nd floor garage apartment heated <br />living area <br />1,152 s/f Total square footage under roof <br />k�r, dwi <br />Z!r)C psi, \L�-�JS z5 <br />/ ( <br />2" x (�e'E P. -r, wcxD V <br />2 x <br />J01 <br />P0,5-F <br />I o s-r <br />5 i I1 P5oI...i " ,,,& E 44" <br />arc) r-rf <br />C. <br />LANDING CROSS SECTION <br />SCALE: N.T.S. <br />Florida Product Approval <br />Product Cate o <br />Manufacturer <br />Approval Number <br />Precast Concrete Lintel <br />Cast - Crete <br />FL 158.1 R10 <br />Hardie Board <br />James Hardie Building <br />FL 13192.1 R5 <br />Products, Inc. <br />Asphalt Shingles <br />GAF Materials Corp <br />FL 10124.1 R20 <br />Ridge Vents <br />GAF Materials Corp <br />FL 6267.1 R14 <br />Vented Vinyl Soffit <br />Kaycan <br />FL 16603.3 R3 <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 />nails typ- - <br />tYP \ I 36., <br />minimum <br />4x4 post tg <br />DO NOT N T H (J�'���� <br />at first interior bay. provide - <br />2x blocking at guardrail posts <br />toe nail with 10d nails top <br />and bottom. each side <br />_L <br />--*_.---- 5-0" maximum spacing ---. <br />�- 2x6 or 5/4 board 2x2 picket, typp <br />rail cap !` max span = 34" <br />r� <br />2x4 top <br />- I and bottom <br />2-1/2" dia <br />thru-bolts <br />0 <br />t openings shall not <br />allow the passage <br />of a 4" d!a sphere <br />'- attach picket at top and bottom <br />using one of the following methods <br />a) 148 wood screw <br />b) 2-8d spiral shank nails <br />c) 3-13 gauge staples with 1" penetration <br />TYPICAL HANDRAIL DETAIL <br />SCALE: N.T.S. <br />2 % WOOF, <br />Tlj J�— <br />ZX WoDD <br />s-re1144p¢s <br />TYPICAL STAIRWAY CROSS SECTION - <br />SCALE: N.T.S. <br />REVISIONS <br />NO <br />DATE <br />DESCRIPTION <br />u � <br />e <br />N G <br />A ea o <br />r <br />.0 <br />O •� <br />O <br />a� <br />�s t <br />F- <br />c <br />r >, <br />=-0 <br />�,�o-o m00 <br />ccMUJ VN <br />N 0 — <br />�C:v20pEpQch <br />> �-a��C <br />L N V J - <br />� (D <br />00)MD°0a. <br />cUoV a� <br />0�c0 <br />�U 3 v1 <br />�0�� <br />_ E c ! <br />5 E E :3 'V 12 <br />L <br />0 0 0 .0 <br />C p .` >` y 00 <br />U -p 0 M F- <br />N �tL v� �cA c <br />T <br />n� <br />i c1�- o <br />c� <br />N <br />LO <br />U) <br />U) <br />.� o <br />.J <br />.r~• O-L <br />r <br />L <br />Z <br />o� <br />� <br />o. <br />� N <br />J <br />m <br />JOB NO. <br />5203 17TH STREET <br />DATE <br />APRIL 28, 2018 <br />DRAWN BY <br />Daniel M. Ossman <br />SHEET NO. <br />A-7 <br />