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1 2-4-1-0 Framing„ Lavout Notes: a' - o'' 81- o'' 5' - o'' 1 Framing layatt drawn by Denial M. Ossman UraftV Serves, kw-- is a schetnabc 5 Truss design drawings shall be prepared in accordance to and with section t 1 i spewion only. It is the responsibility of the General Contactor to make a field R802.1.6.1. These documents stwA be provided by the truss mar iscluore at time of truss inspection to verify "ALL" existing field conditions including accuracy in dimensions with delivery and approved by the budding official prior to the installation of the roof truss.% • proposed plans. Gerieral Contractor VUST" certify in writing (the tune and date) that (See code section items 1-13). this field inspection was conducted on and submitted to truss manufacture. If this field "NOT" 6 This plan as indicated is diagrammatical in nature for permit and contract purposes only. C4 inspection was done prior to giving said plans to the truss manufacture, then the "GENERAL Any revisions as required by the truss company's engineer as indk ted on truss company's CONTRACTOR WILL BE HELD LIABLE FOR ALL COST OF ANY / ALL seated drawings shall superseded this drawing. This also includes truss company's I I MISTAKES" on trusses that are constructed for said project. Daniel M. Ossnrtan Draittrrg Service, Inc. "VNLL NOT HELD LIABLE' far errors made on arrttr specified hurricane and other anchors supersede one shown on this drawing. I Indicates 1 - #5 vert rebar in a conc. masonry block cell filled and I framing (floor or roof) truss layouts. MUST with section 905.2.2, 905.2.4.1 and 7 if shingles are being used, shingles comply tamped Solid with conc., hooked I ( f 2 Upon receivi said plans from the General Contractor the truss roan skxAure ng table R - 905.2.6.1 for wind resistance, FBC residential code 6th edition (2017) residential. into the bond beam above and the "MUST" make a their "OVYW field � to "DOUBLE CHECK" all exisift field 8 CONTRACTOR, MUST COORDN�AT>E WITH TRUSS MANUFACTURE FOR ALL VAULTED, TRAY, v I I minconcla (a splice �kwv with a 25„ p I cam, roof slopes, overhangs, and dimensions prior to the manufiactt" of any / all FLAT AND OR OTHER C�MMi TYPES. CONTRACTOR M 1N19% � FOR THE � I trusses. Truss "MUST' certify (the time and dale) that this field insiection EXTERIOR WALL CONSTRUCTION METHOD WHERE A GABLE END M CONSTRUCTED. I I was conducted on by their company. This certification must be given to the General ALL EXTERIOR WALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE STH EDITION - I Contractor in westing prior to the manufacturing of any / all trusses on said project. . (2017) RESIDENTIAL, CHAPTER S, FOR WALL CONSTRUCTION METHODS. SEE ADDITIONAL Q I 3 All thickened slabs /footing on foundation plan are located according to the schematic ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING RACG DETAILS. DAIBEL M. OSSMAN DRAFTING SERVICE AND ARCHITECT WHO SIGNED I SEALED THE PLANS, ASSUMES NO .. ' — Pour new 4" concrete slab with min. 3,000 p.s.i ( I fibermesh or 11 Opt/1 4,1 conc. slab w/ 6 x 6 x 10 x 10 truss layout drawn by Daniel M. Ossman Drafting Service, Inc. Only truss manufacture RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW N w.w.m. over 6 mil. vapor barrier over termite can change these locations due to truss bearing points and "MUST' notify General THE BUILDING CODE FOR GABLE END CONSTRUCTION. I treated and compacted clean fill. Contractor of these changes as soon as possible. ge poss I 4 All hurricane truss straps specified un on said project are to be used less otherwise "Simpson specified by truss manufacture. All hurricane straps specified are Strong Tie" 0 l I I ( or equal ), unless noted otherwise. Only truss manufacture can change any / or all buss straps that are specified on truss layout drawn by Daniel M. Ossman Drafting I I Service, Inc. Truss manufacture must first notify General Contractor in writing of these Indicated either a door or window changes as soon as possible. I location (typ).L I 0 81- 0'' a'- o" ' air 00 N1 241. 011 It is the responsible of the General Contractor to make a field inspection to verify all existing field conditions and measurements with proposed plans for accuracy, before distributing plans to any and all trades. General Contractor will be held liable if these inaccuracies are "NOT" submitted in writing to Daniel M. Ossman Drafting Service, Inc. before the distribution of plans. Daniel M. Ossman Drafting Service, Inc. "WILL NOT" be held liable for any inaccuracies in dimensions with existing field conditions or other trades on proposed plans. FOUNDATION PLAN 0 10" x 20" conc. ftg. w/ 3 - #5 rebars cont. w/ a 8" x 8" x16" conc block stemwall above or "opt." 20" x 2011 mono ftg. w/ 3 - #5 rebars cant. ct' N SCALE: 1/4" = 1' - 0' wing- r.ItrrVIP- D 24' 0 ,. FLOOR FRAMING LAYOUT � EFL�T'(,C�OG P j SCALE: 1 /4" = 1' - 0" REVISIONS NO I DATE I DESCRIPTION o e P V a ! a G v �•' 1 � a a rz v v O U �- a w •=1 A 4)m T== v- _ O C 2L'o �+ Cc kU 2 M M CO W 004 p C CD i*-' M O C k4 O (0 'a � tp C U++ E < m C U 6 M m t0 .0 C tj) "0 o N LL. C Co L 1 `p '+.- t3 t3 E C-r--5'o m E V o 0- 2 (D Cn >4 >Q0 L o 2:, 7 � _ ED 1 SEE t2 (" aD ��0'o Moro t a1 C L r C I-- O r=0 N 6.i va N LO CM Z VJ Q •0 CL LL r� C,e) L V L Z �� 0 Lid N J D m c� 00 Q JOB NO. 5203 17TH STREET DATE APRIL 28, 2018 DRAWN BY Daniel M. Ossman SHEET NO. A-8