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Framing Layout Notes: REVISIO NO I DATE I DESCRIPTION Framing layout draw by Daniel M Ossrnan Drafting Service, Inc. a a schematic "on only. It is theresponsibility of the General Contractor to make a field inspection to verify "ALL" existing field conditions including accuracy in dimensions with proposed plans. General Contract "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 busses Out we constructed ucted for said project. Daniel M. Ossrmari Drafting Service, inc. WLL NOT BE HELD LIABLE" for errors made on any *aming (aw or +000 . op, Upon mawing said plans from the General Contractor ... this truss manufacture "MUST" make a thew "OVW fielclinspection 3 a conditions, lea slopes,overhangs, n . dirriensions prior to the manufactuift of busses. gym.rtify (the tiffe and daft) that this field inspecbon was conducted on by their company. This cerfitication must be given to the General Contractor g prior to project. 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. AN 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. Connection Schedule Manufacturer Model Uplift FI Product Location I Use Name No. Approval Number Simpson HETA20 #1810 FL 11473.3 Wood beam connection to concrete Strom Tie column. Simpson MBHA3.5 #1585 FI 10456.7 WOod beam hanger to exterior concrete S Tie 6111.88 block wall. structure connection to wood gim� a H10A #1140 FI 10466.7 � Simpson HETA20 #1810 FL 11473.3 Roof structure connection to concrete StrongTie block wall. 1. Any products that are substituted, must "MUST" or "EXCEED" products specified. Contractor "MUST" provide data to building inspector at thne of inspection. Only truss company can modify hurricane clips and connections specified and must coordinate with General Contractor with any changes to plans. 2. All existing ceiling heights to remain the same. Proposed ceiling freight to be a min. of 8' - 0", contractor to fold verify with owner. 5 Truss design drawings shall be prepared in acconderce to and conforraeioe with section R802.10.1. 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 1-12). 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 mwidenW code 8th edition (2017) residential. 8 CONTRACTOR, MUST CUTE WITH TRUSS MANUFACTURE FOR ALL VAULTED, TRAY, FLAT AND OR OTHER CEiUNG TYPES. CONTRACTOR El 100% RESPONSIBLE FOR THE EXTERIOR WALL. CONSTRUCTHM METHOD WHERE A GABLE END iS CONSTRUCTED. ALL EXTERIOR WALLS MUST COMPLY WITH THE FBC RESMENTIAL CODE 6TH EDIMON (2017) RESIDENTIAL, SECTION R - M FOR CONSTRUCTION METHODS. SEE ADDITIONAL ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING DETAN.S. DANIEL M. OSSMAN DRAFTING SERVICE AND ARCHRECT WHO SIGNED / SEALED THE PLANS, ASSUMES NO RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAN-URE TO FOLLOW THE BUILDING CODE FOR GABLE END CONSTRUCTION. ROOF FRAMING LAYOUT Approx. roof pitch: 4 112 "MUST" be field verify by truss manufacture and approved by owner and / or contractor before the production of roof trusses. Proposed finish ceiling height: 8' - 0" (min.). Contractor to field verify and "MATCH" the ceiling height of the existing house. All finished ceiling heights are the responsibility of the contractor and "MUST" be coordinated with the owner prior to the beginning of construction. All lintel heights are the responsibility of the contractor and "MUST" be coordinated with the owner prior to the beginning of construction. Truss company "MUST" field verify all existing roof conditions, roof slope, overhang bearing points, tie-in, etc. before engineering and manufacturing of roof trusses. Daniel M. Ossman Drafting Service and Architect who signed / sealed the plans assumes no responsibility for errors in production of roof trusses due to negligence to conduct proper and accurate field inspection by truss manufacture and dimensioning. 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 6TH EDITION (2017) RESIDENTIAL, CHAPTER 6, FOR WALL CONSTRUCTION METHODS. SEE ADDITIONAL ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING DETAILS. DANIEL M. OSSMAN DRAFTING SERVICE AND ARCHITECT WHO SIGNED I SEALED THE PLANS, ASSUMES NO RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW THE BUILDING CODE FOR GABLE END CONSTRUCTION. r5*1 r^ w e%ear-• ^— L r--+.v r r_ I -- a_ I ef P' r>f, f"1 r 2-2X12 WOOD (!:;EM (TrP.) 2 x 4 L00140UM CD 24rf a.C. a � � y � � a � a a O A �A O L $° w v sa .w � •w A v a� W r O 'a �y Go WthW UN LO a L 0 0 CLIX s 5 oQ c c ° a M o� Z _Ju_ 4om C CO CL M � c--U•S�s ai 3 c co > Q .r T- c >,:p EEC°Ln0 Noco d-��=M p °`>m�a 00 M 0 M AH a: ttf e E E 0 C 1 ate--- 0 t0 F-a SN LiNa N ♦♦^^ U0 Z Q �0 J .,..r Iz 0 Z cM p%,. CL J N D m JOB NO. 5737 18TH STREET DATE MARCH 23, 2019 DRAWN BY Daniel M. Ossman SCALE: 1 /4" = V - 0" SHEET NO. A - 5