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Framina. Layout Ngles: 1 Framing layout drawn by Daniel M. Ossman Drag Service, Inc. is a schematic representation only. It is the responsibility of the General Contractor to make a field inspection to verify "ALL" existing field conditions including accuracy in dimensions with proposed plans. General Contractor "MUST" certify in writing (the time and date) that this field inspection was conducted on and submitted to truss manufacture. If this field inspection was "NOT" done prior to giving said plans to the truss manufacture, then the "GENERAL CONTRACTOR WILL BE HELD LIABLE FOR ALL COST OF ANY / ALL MISTAKES" on pre-engineered truss that are constructed for said project. Daniel M. Ossman Drafting Service, Inc. "WALL NOT BE HELD LIABLE" for errors made on any framing (floor or roof) truss layouts. 2 Upon receiving said plans from the General Contractor the truss manufacture "MUST" make a their "OWN" field inspection to "DOUBLE CHECK" all existing field conditions, roof sk>pes, overhangs, and dimensions prior to the manufacturing of any / all trusses. Truss manufacture "MUST" certify (the time and date) that this field inspection was conducted on by their company. This certification must be given to the General Contractor in writing prior to the manufacturing of any / all trusses on said project. 3 All thickened slabs / footing on foundation plan are located according to the schematic truss layout drawn by Daniel M. Ossman Drafting Service, Inc. Only truss manufacture can change these locations due to truss bearing points and "MUST" notify General Contractor of these changes as soon as possible. 4 All hurricane truss straps specified on said project are to be used unless otherwise specified by truss manufacture. All hurricane straps specified are "Simpson Strong Tie" ( or equal ), unless noted otherwise. Only truss manufacture can change any / or all truss straps that are specified on truss layout drawn by Daniel M. Ossman Drafting Service, Inc. Truss manufacture must first notify General Contractor in writing of these changes as soon as possible. 5 Truss design drawings shall be prepared in accordance to and conformance with section R802.1.6.1. These documents shall be provided by the truss manufacture at time of truss delivery and approved by the building official prior to the installation of the roof truss. (See code section items 1-13). 6 This plan as indicated is diagrammatical in nature for permit and contract purposes only. Any revisions as required by the truss company's engineer as indicated on truss company's sealed drawings shall superseded this drawing. This also includes truss company's specified hurricane and other anchors supersede one shown on this drawing. 7 If shingles are being used, shingles MUST comply with section 905.2.2, 905.2.4.1 and table R - 905.2.6.1 for wind resistance, FBC residential code 5th edition (2014) residential. 8 CONTRACTOR, MUST COORDINATE WITH TRUSS MANUFACTURE FOR ALL VAULTED, TRAY, FLAT AND OR OTHER CEILING TYPES. CONTRACTOR IS 100% RESPONSIBLE FOR THE EXTERIOR WALL CONSTRUCTION METHOD WHERE A GABLE END IS CONSTRUCTED. ALL EXTERIOR WALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE 5TH EDITION (2014) RESIDENTIAL, SECTION R - 609 FOR CONSTRUCTION METHODS. SEE ADDITIONAL ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING DETAILS. DANIEL M. OSSMAN DRAFTING SERVICE AND ARCHITECT WHO SIGNED / SEALED THE PLANS, ASSUMES NO RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW THE BUILDING CODE FOR GABLE END CONSTRUCTION. Connection Schedule Manufacturer Model No. Uplift FI Product Approval Location / Use Name Number Simpson Strong Tie SP1 #585 . FI 10456.11 R3 Bottom plate to wood stud connection. Simpson Strong Tie SP2 #1065 FI 10456.11 R3 Top plate to wood stud connection. Simpson Strong Tie ABU44 #2200 FI 10860.4 R3 4 x 4 bottom post connection to wood post. Simpson Strong Tie BC4 #980 FI 10860 R3 4 x 4 top post connection to wood post. Simpson HUSC210- #3295 FI 10655.25 R3 2 - 2 x 10 wood beam hanger to exterior frame wall Strop Tie 2 of house. Simpson H10 #995 FI 10456.3 R3 Roof structure connection to exterior frame wall or Strong Tie wood beam. Simpson MTS20 #1000 FI 10456.8 R3 Alternate - Roof structure connection to exterior Strong Tie frame wall or wood beam. Note: I. Any products that are substituted, must "MUST" or "EXCEED" products specified. Contractor "MUST" provide data to building inspector at time of inspection. Only truss company can modify hurricane clips and connections specified and must coordinate with General Contractor with any changes to plans. 2. It's the responsibility of the truss manufacture to coordinate all cathedral ceiling locations with General Contractor before the manufacturing of any floor and / or roof trusses. All ceiling heights are to be a minimum of 10' - 0" unless otherwise specified by General Contractor. Main house roof pitch: 6.5 / 12 Front porch roof pitch: 5 / 12 Main house finish ceiling height: 10'-0" Front porch finish ceiling height: 8' - 0" All door and window header height to start at: 8' - 0" I ROOFERAMING LAYOUT & - lie -1 �.a..i.. r rya✓ L- 0 ..s (224'' 0- G " (iYP, ) PRE. - UJ _� I J E ERED Z00 P TI LJ 55 E5 (E 2.4if 0.C. SEE STIZUCTUML �E ICI .E_T FO R EApE.12 SIZE (TY P. ) - Z. X 10 WCO p FX4 P, T, woop �5T (7YF) REVISIONS NO DATE DESCRIPTION w a � a� � v � T ae O i. -0 UPI W) E a� o � � a QD a A .0 ►- o a)cr-aci o co IT C1 (D 0 o Cr M a) +-� N d M c N c as > do v M --a N � UJ i QC. 0! OmR n 0 Ecr0:?E M -0 — ca o TAU S �Cn CM< > 0 > s L r +,-O S2� O�O ai E SO-L. rn .- 0 0 rn 0 W to +• � ca rn CO o 0-0_ a)� rn u- r Uj c W c (D H O E--� OF-=Na- N U) 0 LL CY) CO fR z N L0N D m CID t. JOB NO. 5617 13TH STREET DATE APRIL 3, 2017 DRAWN BY Daniel M. Ossman ( SHEET NO. SCALE: 1/4" = 1' 0" A-4