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FraminaLayout Notes: <br />Framing loge ut drown by Daniel M. oesrnsn D IMV Ser,rloa, Mc. is a sdtet "C <br />r�spfd«yawitn only. it a reeporMilaitibt act the General Contractor to male a field <br />inspection to verify "ALL" existing field condW*ns including accuracy in dimensions with <br />proposed plans. General Contractor "MUST" cw* in mI&g (ow *m and calls) 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 pro -en- . -end trusses 0* we conehucMd for said project. Daniel M. <br />Oesfw D v tifq Service, Inc. "WILL NOT BE HELD LIABLE" 16r emcs mede on any <br />ffarrwn9 (Ater or roat) teas leyoua. <br />2 Upon recwwq said Plains frog, the c WWSI Cw*sckw ... the to a vnw%*Am <br />"11"r melts a their "OW Held W4p*cftn to "DOL LE CHECK" all eaehftV Bold <br />conditions, root sloped, Wnwaf ", and di wwoons prior to #0 - — Q at any f ON <br />trusses. Trues rra nisackse "MUST" cedity (the wns and dNd) *a #"w 1iNd inspsciion <br />was conducted on by their company. This corliflembon must be 9wen to the Owmal <br />Contractor in wAtMg prior loft F Ilacm ft: M any / all busess an said pqjsc2. <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 Dre" <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 shah be prepared in accordance to and conformance with section <br />R802.10.1. 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 1-12). <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 truse company's <br />sealed drawings shall superseded this drawing. This also inckides truss company's <br />specified hurricane and other anchors supersede one shown on this drawing. <br />7 <br />8 <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 />CONTRACTOR, MUST COORDINATE WITH TRUSS MANUFACTURE FOR ALL VAULTED, TRAY, <br />FLAT AND OR OTHER CEILING TYPES. CONTRACTOR IS 100% RESPONSE LE FOR THE <br />EXTERIOR (MALL CONSTRUCTION METHOD WHERE A GABLE END M CONSTRUCTED. <br />ALL EXTERIOR WALLS MUST COMPLY WITH THE FBC RESIDENTIAL CODE M EDITION <br />(2017) RESIDENTIAL, SECTION R - NO FOR 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 />S �JEoTtl,►,I�, - 5 EE V✓A U. SEGr1o�.I <br />colvE,JnoNL,. Fe&H,J� <br />PEA. TfZiJSS LA`fOUT <br />VALLEY TRUSS o <br />CAtiNF-►.1T1 O►.IAL <br />Az,&r111,1C <br />VALLEY TIE - IN DETAIL <br />SI rr1P5o <br />"t1Ts IZn <br />SCALE: N.T.S. <br />REINFORCE EXISTING ROOF <br />Where the new roof structure ties into the existing <br />roof structure, contractor to field verify and reinforce <br />the existing roof structure with 2 x 4 (min) upright <br />struts or use any other method if needed in order to <br />carry the additional roof load. <br />2 x 4-1, Loo � <br />Gv 24 0. C , <br />fopeE-- Es.klJE <br />Qo0 F �e,U <br />(:� 24 ofo.0 , <br />b E411'1 ery P ) <br />ROOF FRAMING LAYOUT <br />2-2xiQwoo D <br />2.r & .-A /-r-. D 1 <br />E.Q . <br />2 2'- 5 <br />IcoI- 5 It <br />SCALE: 1/4" = 1' - 0" <br />4 x 4- FT, woop <br />0057 (7YR <br />REVISIONS <br />NO <br />DATE <br />DESCRIPTION <br />u '7 <br />A <br />pp <br />G 0 0 <br />O � •p <br />o� <br />L <br />o c <br />O <br />cs (D <br />Q�-v w <br />m �co')W �jN <br />Q C C O <br />c � C—.a���j <br />IC228 <br />EaM <br />M <br />> - 'a <br />IM � O <br />MZ <br />- Z - O � J M <br />H O <br />mmwCL <br />oE <br />(��8�r <br />O L V m 2 M <br />-vp <br />3 c'>Q >(0 <br />o���'ED'7 <br />-5 EaB obi <br />I <br />aEi to c4 <br />° >�,mCo <br />0 <br />�LM� <br />sM�0M~�s <br />0 C-4 a = cV a <br />U <br />M <br />Z <br />U� <br />U- <br />Z <br />� s <br />N s <br />0 <br />4) <br />N <br />D <br />m <br />w <br />a <br />JOB NO. <br />5524 11TH STREET <br />DATE <br />DECEMBER 21, 2019 <br />DRAWN BY <br />Daniel M. Ossman <br />SHEET NO. <br />A-6 <br />