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Frg,,ming LaYout NQte5: <br />1 Framing layout drawn by Daniel M. Ossman Drafting Service, Inc. is a schematic <br />5 Truss design drawings shall be prepared in accordance to and conformance with section <br />representation only. It is the responsibility of the General Contractor to make a field <br />R802.1.6.1. These documents shall be provided by the truss manufacture at time of truss <br />inspection to verify "ALL" existing field conditions including accuracy in dimensions with <br />delivery and approved by the building official prior to the installation of the roof truss. <br />proposed plans. General Contractor "MUST" certify in writing (the tirne and date) that <br />(See code section items 1-13). <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 />6 This plan as indicated is diagrammatical in nature for permit and contract purposes only. <br />"GENERAL CONTRACTOR WILL BE HELD LIABLE FOR ALL COST OF ANY / ALL <br />Any revisions as required by the truss company's engineer as indicated on truss company's <br />MISTAKES" on pre-engineered trusses that are constructed for said project. Daniel M. <br />sealed drawings shall superseded this drawing. This also includes truss company's <br />Ossman Drafting Service, Inc. "WILL NOT BE HELD LIABLE" for errors made on any <br />specified hurricane and other anchors supersede one shown on this drawing. <br />framing (floor or roof) truss layouts. <br />7 If shingles are being used, shingles MUST comply with section 905.2.2, 905.2.4.1 and <br />2 Upon receiving said plans from the Genera! Contractor ... the truss manufacture <br />table R - 905.2.6.1 for wind resistance, FBC residential code 5th edition (2014) residential. <br />"MUST" make a their "OWN" field inspection to "DOUBLE CHECK" all existing field <br />conditions, roof slopes, overhangs, and dimensions prior to the manufacturing of any / all <br />8 CONTRACTOR, MUST COORDINATE WITH TRUSS MANUFACTURE FOR ALL VAULTED, TRAY, <br />trusses. Truss manufacture "MUST" certify (the tiane and date) that this field inspection <br />FLAT AND OR OTHER CEILING TYPES. CONTRACTOR IS 100% RESPONSIBLE FOR THE <br />was conducted on by their company. This certification must be given to the General <br />EXTERIOR WALL CONSTRUCTION METHOD WHERE A GABLE ENO IS CONSTRUCTED. <br />Contractor in writing prior to the manufacturing of any / all trusses on said project. <br />ALL EXTERIOR WALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE 5TH EDITION <br />(2014) RESIDENTIAL, SECTION R - 609 FOR CONSTRUCTION METHODS. SEE ADDITIONAL <br />3 All thickened slabs / footing on foundation plan are located according to the schematic <br />ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING DETAILS. DANIEL M. OSSMAN <br />truss layout drawn by Daniel M. Ossman Drafting Service, Inc. Only truss manufacture <br />DRAFTING SERVICE AND ARCHITECT WHO SIGNED / SEALED THE PLANS, ASSUMES NO <br />can change these locations due to truss bearing points and "MUST" notify General <br />RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW <br />Contractor of these changes as soon as possible. <br />THE BUILDING CODE FOR GABLE END CONSTRUCTION. <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 />FAWbed V2" diia. anchor bollts (9 21" o.c. <br />m . and ag corners, and on each side of <br />all door and windmv opening (typ). <br />3/4" Recess for all <br />doorways (typ)- <br />ZZ I Ll I <br />Pour new 4" concrete slab with min. 3,000 p.s.i <br />fibermesh or "opt" 4" cone. 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 />FOUNDATI-9N <br />..� <br />N <br />SCALE: 1/4" = 1'- 0" <br />10 x 20" cone. ftg. w/ <br />3 - #5 rebars Cont. w/ a <br />8" x 8" x16" cone block <br />stemwall above or "opt." <br />20" x 20" mono ftg. w/ <br />3 - #5 rebars coat. <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 i 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 />Strong Tie <br />SP1 <br />#686 <br />FI 10456.11 R3 <br />Bottom plate to wood stud connection. <br />Simpson <br />Strong Tie <br />SP2 <br />#1065 <br />FI 10466.11 R3 <br />Top plate to wood stud connection. <br />Simpson <br />LSTA24 <br />#1235 <br />FL 1-0862.6 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 />Stroh Tie <br />H10A <br />#1140 <br />FL 10446.7 R3 <br />wood beam. <br />Simpson <br />ABU44 <br />#2200 <br />Fi 10860.4 R3 <br />4 x 4 bottom wood post connection to concrete <br />Strong Tie <br />footing / pad at stairway landing. <br />Simpson <br />4 x 4 top wood post connection to wood beam at <br />Strong Tie <br />BC4 <br />#980 <br />Fi 10860 R3 <br />start landing. <br />Simpson <br />2 x 6 floor joist hanger to wood beam or rim joist at <br />Strop Tie <br />LUS26 <br />#1166 <br />FL 10666.31 R3 <br />stai= landing. <br />Note: <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 ceiling locations with General <br />Contractor before the manufacturing of any floor and / or roof trusses. All ceiling heights are to be a minimum <br />of 8'- 0" unless otherwise specified by General Contractor. <br />i <br />s <br />ROOF Fr"lli^MING <br />SCALE: 1/4" = 1'- 0" <br />e — ate <br />,5tJEX,TQ--, F-OW. TEZ;CQ <br />FIRST FLOOR — FLOOR FRAMING ----LAYOUT. <br />SCALE: 1/4"' = 1'- 0" <br />