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Framina Layout Notes: <br />REVISIONS <br />NO I DATE I DESCRIPTION <br />4 <br />1 Framing layout drawn by Daniel M. Ossman Drafting Service, Inc. is a schematic <br />representation only. It is the responsibility of the General Contractor to make a field <br />inspection to verify "ALL" existing field conditions including accuracy in dimensions with <br />proposed plans. General Contractor "MUST" certify in writing (the time and date) that <br />this field inspection was conducted on and submitted to truss manufacture. If this field <br />inspection was "NOT" done prior to giving said plans to the truss manufacture, then the <br />"GENERAL CONTRACTOR WILL BE HELD LIABLE FOR ALL COST OF ANY / ALL <br />MISTAKES" on pre-engineered trusses that are constructed for said project. Daniel M. <br />Ossman Drafting Service, Inc. "WILL NOT BE HELD LIABLE" for errors made on any <br />framing (floor or roof) truss layouts. <br />2 Upon receiving said plans from the General Contractor ... the truss manufacture <br />"MUST" make a their "OWN" field inspection to "DOUBLE CHECK" am existing field <br />conditions, roof slopes, overhangs, and dimensions prior to the manufacturing of any / all <br />trusses. Truss manufacture "MUST" certify (the time and date) that this fiekl inspection <br />was conducted on by their company. This certification must be given to the General <br />Contractor in writing prior to the manufacturing of any / all trusses on said project. <br />3 All thickened slabs / footing on foundation plan are located according to the schematic <br />truss layout drawn by Daniel M. Ossman Drafting Service, Inc. Only truss manufacture <br />can change these locations due to truss bearing points and "MUST" notify General <br />Contractor of these changes as soon as possible. <br />4 All hurricane truss straps specified on said project are to be used unless otherwise <br />specified by truss manufacture. All hurricane straps specified are "Simpson Strong Tie" <br />( or equal ), unless noted otherwise. Only truss manufacture can change any / or all <br />truss straps that are specified on truss layout drawn by Daniel M. Ossman Drafting <br />Service, Inc. Truss manufacture must first notify General Contractor in writing of these <br />changes as soon as possible. <br />.W"- <br />Embed 1/2 " dis, author beks Ga) 21 " o.c. <br />am. mW aH corners, and on each side of <br />all door and window opening (typ). <br />I <br />(" IG 11 <br />fl� <br />— — — ._._.........A,._ ---. —.— — — ----I <br />3/41' Recess for all <br />doorways (typ). <br />Pour new 4" concrete slab with min. 3,000 p-s-i <br />fibermesh or "opt' 4" conc. slab w/ 6 x 6 x 10 x 10 <br />w.w.m. over 6 mil. vapor barrier over termite <br />treated and compacted clean fill. <br />FOUNDATION PLAN <br />10" x 20" cone. ftg. w/ <br />3 - #5 rebars cont. w/ a <br />8," x 8" xl6" cone block <br />stemwall above or "opt." <br />2011 x 2011 mono ftg. w/ <br />3 - #5 rebars cont. <br />IG I <br />201- pry <br />SCALE: 1/4" = 1- 0" <br />5 Truss design drawings shall be prepared in accordance to and conformance with section <br />R802.1.6. I. These documents shall be provided by the truss manufacture at time of truss <br />delivery and approved by the building official prior to the installation of the roof truss. <br />(See code section items 1-13). <br />6 This plan as indicated is diagrammatical in nature for permit and contract purposes only. <br />Any revisions as required by the truss company's engineer as indicated on truss company's <br />sealed drawings shall superseded this drawing. This also includes truss company's <br />specified hurricane and other anchors supersede one shown on this drawing. <br />7 If shingles are being used, shingles MUST comply with section 905.2.2, 905.2.4.1 and <br />table R - 905.2.6.1 for wind resistance, FBC residential code 5th edition (2014) residential. <br />8 CONTRACTOR, MUST COORDINATE WITH TRUSS MANUFACTURE FOR ALL VAULTED, TRAY, <br />FLAT AND OR OTHER CEILING TYPES. CONTRACTOR IS 100% RESPONSIBLE FOR THE <br />EXTERIOR WALL CONSTRUCTION METHOD WHERE A GABLE END IS CONSTRUCTED. <br />ALL EXTERIOR WALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE STH EDITION <br />(2014) RESIDENTIAL, SECTION R - 609 FOR CONSTRUCTION METHODS. SEE ADDITIONAL <br />ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING DETAILS. DANIEL M. OSSMAN <br />DRAFTING SERVICE AND ARCHITECT WHO SIGNED I SEALED THE PLANS, ASSUMES NO <br />RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW <br />THE BUILDING CODE FOR GABLE END CONSTRUCTION. <br />NQIL: <br />Proposed roof pitch: 6 / 12 "MUST" be approved by owner and / or contractor <br />before production of roof trusses. <br />Proposed finish ceiling height: 8'- 0" (min.) Contractor "MUST" coordinate and be <br />approved by owner before construction begins. <br />All door and window header heights to start at: 6'- 8" Contractor 'MUST" verify <br />"ALL" lintel height locations with owner before construction begins. <br />Truss company "MUST" field verify all existing conditions before engineering and <br />manufacturing of roof trusses. Daniel M. Ossman Drafting Service and Architect <br />who signed / sealed the plans assumes no responsibility for errors in the roof truss <br />layout and dimensioning due to negligence to conduct proper and accurate field <br />inspection by truss manufacture. <br />Connection Schedule <br />Manufacturer <br />Model No. <br />Uplift <br />FI Product Approval <br />Location / Use <br />Name <br />Number <br />Simpson <br />SPI <br />#585 <br />FI 10456.11 R3 <br />Bottom plate to wood stud connection. <br />Strong Tie <br />Simpson <br />SP2 <br />#1066 <br />FI 10456.11 R3 <br />Top piate to wood stud connection. <br />Strong Tie <br />Simpson <br />LSTA24 <br />#1236 <br />FL IrON2.6 R3 <br />Continuous floor to floor clear span connection <br />Strong Tie <br />from first floor stud to second floor stud. <br />Simpson <br />Roof structure connection to exterior frame wall or <br />Strong Tie <br />H10A <br />#1140 <br />FL 104467 R3 <br />. <br />wood beam. <br />Simpson <br />ABU44 <br />#2200 <br />FI 10060.4 R3 <br />4 x 4 bottom wood post connection to concrete <br />Strong Tie <br />footin I Pd, at stairway landing. <br />Simpson <br />BC4 <br />- <br />#980 <br />FI 10960 R3 <br />4 x 4 top wood post connection to wood beam at <br />Strong Ti4 <br />stairway landing. <br />Simpson <br />2 x 6 floor joist hanger to wood beam or rim joist at <br />Strop s Tie <br />LUS26 <br />#1165 <br />FL 10666.31 R3 <br />stai= landing- <br />NoLe: <br />1. Any products that are substituted, 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 telling locations with General <br />Contractor before the manufacturing of any floor and I or roof trusses. All ceiling heights are to be a minimum <br />of 8' - 0" unless otherwise specified by General Contractor. I <br />A`00F FRAMINGLAYOUT_ <br />IV <br />00" <br />SCALE: 1/4" = 1'- 0" <br />-P <br />EEZEA;� <br />T&JISSES <br />FIRST FLOOR -FLOOR FRAMING LAYOUT <br />SCALE: 1/4" = 1'- 0" <br />E <br />A <br />.Q (�D <br />CL c) 0) ca <br />(D C4 <br />Lo <br />qr C) <br />0 C1,0) <br />t C-4 Q in <br />- <br />So C 6M <br />0) 60.0 0 -0 <br />-0 10 <br />U- <br />W U- <br />C: CO CL +- <br />0 M <br />E E <br />M <br />0 Fz <br />0 IT i; 6 a) M <br />< > (0 <br />0 E0 <br />0 Eco r- :; 0 <br />2 =1 CO <br />..- W I- — %- 0 0 M 0 A <br />00 <br />C <br />0 <br />5, <br />Co <br />0 <br />V— J-- <br />0 1,- X: C14 CL <br />04 <br />W Lcyo) <br />z U) <br />.0 0 <br />4-0 LJ- <br />CY) <br />N <br />L0 N <br />:D <br />100 1 - I <br />JOB NO. <br />17 13TH STREET <br />DATE <br />APRIL 3, 2017 <br />DRAWN BY <br />Daniel M. Ossman <br />SHEET NO. <br />A-7 <br />