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Framing. Layout dotes: <br />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 />Upon receiving said plans from the General Contractor ... the truss manufacture <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 />trusses. Truss manufacture "MUST" certify (the time and date) that this field 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 />5 Truss design drawings shall be prepared in accordance to and conformance with section <br />R802.1.6.1. 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 />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 6th edition (2017) 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 6TH EDITION <br />(2017) RESIDENTIAL, CHAPTER 6, FOR WALL CONSTRUCTION METHODS. SEE ADDITIONAL <br />ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING DETAILS. DANIEL M. OSSMAN <br />DRAFTING SERVICE AND ARCHITECT WHO SIGNED / 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 />Connection Schedule <br />Manufacturer <br />Model <br />Uplift <br />FI Product <br />Location / Use <br />Name <br />No. <br />Approval Number <br />Simpson <br />ABA66R <br />6 x 6 wood post connection to <br />Strong Tie <br />Z <br />#720 <br />FL 10860.2 <br />concrete slab or concrete block <br />column. <br />Simpson <br />6 x 6 wood corner post connection <br />Strong Tie <br />LCE44 <br />#986 <br />FL 10446.11 <br />to 3 - 2 x 6 wood beam at covered <br />porch <br />Simpson <br />6 x 6 wood middle post connection <br />Strong Tie <br />LPC6Z <br />#915 <br />FL 10860.17 <br />to 3 - 2 x 6 wood beam at covered <br />porch <br />Simpson <br />HU216 - <br />3 - 2 x 6 wood beam hanger <br />Strong Tie <br />3 (min) <br />#1515 <br />FL 10655.11 <br />connection to concrete block <br />exterior walls <br />Simpson <br />H10A <br />#1140 <br />FI 11446.7 <br />Roof structure connection to wood <br />StrongTie <br />beam at front entry. <br />Simpson <br />Roof structure connection to <br />Strong Tie <br />HETA24 <br />#1810 <br />FI 11473.3 <br />exterior concrete block wall or <br />precast lintel <br />Note: <br />1. Any products that are substituted, must "MUST" <br />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. It's the responsibility of the truss manufacture to <br />coordinate all cathedral ceiling <br />locations with General Contractor before the manufacturing of any floor and / or roof <br />trusses. All new ceiling heights are to be a minimum <br />of 11' - 011. General Contractor to <br />field verify with owner during construction. <br />NOTE: <br />Proposed roof pitch: 6112 Roof pitch "MUST" be approved by owner / and or <br />contractor before the production of any roof trusses. <br />Proposed finish ceiling height: 10' - 4" (min.) at main house and 9' - 4" at front porch. <br />Contractor "MUST" coordinate and be approved by owner before construction begins. <br />All door and window header heights to start at: 8' - 0" 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 />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 6TH EDITION <br />(2017) RESIDENTIAL, CHAPTER 6, FOR WALL CONSTRUCTION METHODS. SEE ADDITIONAL <br />ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING DETAILS. DANIEL M. OSSMAN <br />DRAFTING SERVICE AND ARCHITECT WHO SIGNED / SEALED THE PLANS, ASSUMES NO <br />RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW <br />Is! <br />N <br />to <br />ROOF FRAMING LAYOUT <br />Poei (1P.) <br />SCALE: 1 /4" = 1' - 0" <br />�a x G P.`F wooD <br />PO SIT- <br />5- 2.x G <br />rvoo © EEAH <br />( ^fP. ) <br />PQ ST- <br />COJC LIiill�L <br />DOOR V/I,JPWJ <br />REVISIONS <br />NO <br />DATE <br />DESCRIPTION <br />u <br />ror C <br />� c <br />.� lox <br />c U <br />w fl L c <br />M C C u <br />C � � 3W v <br />� w 9 c <br />u <br />6 <br />g <br />.0 <br />Z <br />•cc <br />m N <br />W <br />0 <br />M m = -0 <br />'aO <br />M M W U N <br />0-LO <br />cW boo <br />N C cc <br />0� <br />4)� TE< <br />�C0���� <br />a� <br />� 3 La- <br />. V rrj " O <br />v�M�°L)UL <br />E <br />�U o 4) ca <br />00 c��s 3 `F—M <br />0 >m <br />crn5;< <br />L <br />>� L i <br />�n._co�o <br />E dom ` ? m <br />0 <br />Uy N M0 m ~ <br />N <br />) Cn2(0 C <br />C C 1-- <br />,C tQ�b M �� <br />cOiN a2iVD. <br />N <br />cl' <br />Z <br />�) 'O <br />V <br />.� <br />C O <br />LL. <br />C <br />r W <br />L <br />z <br />O Q <br />N <br />_. <br />0 <br />LO N <br />co <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-4 <br />