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i <br />Notes <br />ROOF FRAM/NC PLAN <br />PLAN NORTH 1/4" = 1'-0 <br />• The roof framing over the oiigina/ home is comprised of engineered trusses spaced at 24" O.C. with a J-12 roof slope (Contractor to veil'�Y) <br />• A gable roof covers the main body of the original home and then hips over the garage forming another gob/e roof <br />• The existing roof framing extends over the rear screened -in patio as well as over the front entrance walkway as shown <br />• A repair of the roof framing over the wood framed odd/t/on recently occurred, but was never completed by the roofing compan); /t appears that <br />they were uf///z/ng 2x6 rafters ® 24" O.C. for the framing over the odd/t/on only, but the roof /s not complete or finished <br />• During the demo process, IF the contractor can salvage and reuse the 2x6 rofters current/y over the unperm/tted add/Mon, then roof over odd/t/on <br />to be 2x6 rafters ® 24" O.C. with part/ol overfrom/ng on the or/gIna/ roof,- IF the ex/stmg rafters cannot be salvaged, then roof over odd/t/on to <br />be engineered trusses ® 24' 0 C (SEE TRUSS SUPPLIER NOTE <br />• Contractor to verify a// d/mens/ons pr/or to order/ng engineered trusses <br />• Engineered Truss Framing for Hip Roof not intended to serve as a truss design. These are preliminary loynuts to be utilized by the truss system <br />engineer and manufacturer <br />• Truss spacing shall be at 24" O.C. MAX U.N.O <br />• Align trusses so ol/ Gypsum wall board w/lI be continuous from floor to ce///ng. <br />• Provide bracing and blocking per 905I--B.3 Summary Sheet (Bui/ding Code Sofety /nformolion) In addition addition to bracing and blocking shown on <br />truss /oruts provided by the delegated truss system engineer. <br />• All truss -to -truss connections, both gravity and uplift, are delegated to the truss system engineer and called for on the manufacturer's /ayouts <br />ALL OkERFRAM/NG MEMBERS TO ALL MEMBERS BELOW,• <br />FASTEN BOT. OF TRUSSES TO LO#El? FRAM/NO <br />MEMBERS H/ $ "r6" TOE -SCREW OR 112.5,• SHEATH <br />0kERFRAM/NG PER TIP ROOF SHEATHINO AND NA/LING <br />TRUSS DESIGN LOADS ARE AS FO'10#5• <br />DEAD LOAD BOTTOM CHORD = 7 PSF <br />DEAD LOAD TOP CHORD = 1.T PSF <br />TOP CHORD ZME = 20 PSF <br />DES/GN TRUSSES FOR MAX/MUM ZlkF LOAD <br />DEFLECAON OF L/360. MAX/MUM DEFLECTION <br />UNDER TOTAL LOAD (DEAD LOAD PLUS FULL <br />LIME LOADS) SHALL BE THE LESSER OF Z 1240 <br />OR .3 4" <br />ALL TRUSS -TO -TRUSS CONNECTIONS SHALL BE <br />DESIGNED BI TRUSS SUPPLIER. <br />PRIOR TO THE COMMENCEMENT OF ANY WORKS, THE BUILDER IS TO CHECK <br />AND/ORDETERMINE ALL CONSTRUCTION DETAILS, INCLUDING CHECKING EXISTING SITE <br />LEVELSAND DIMENSIONS. THE DRAWING IS TO BE READ IN CONJUNCTION WITH ALL <br />OTHERPROJECT DRAWINGS, CONSTRUCTION NOTES AND/OR PROJECT SPECIFICATION. <br />ALLDISCREPANCIES SHOULD BE REPORTED IMMEDIATELY. <br />•.H. SC, <br />No. * ; No. 91898 ; <br />ESCOBAR.GRANT. Digitally signed by <br />TIMOTHY ESCOBAR.GRANT.TI , TE OF <br />HERBERT.126331 ] HY HERBERT.126331 <br />Date:2023.09.28 '''�. Sj0NA1-��v�,,� <br />315 07:48:42-04'00' // <br />No. I Date I Revisions <br />I <br />Client <br />JUSTIN JONES <br />LEVEL Job # 17985 <br />Job Title <br />=E C-5 Ar40 INSPECTIOPQ1,11 <br />PLAN -OF -REPAIR FOR ADDITION <br />610916th ST. <br />ZEPHRYHILLS, FL 33542 <br />Drawing Title <br />Scale <br />Date 09/26/2023 I Drawn by GTE <br />Drawing No. Revision <br />S2 - <br />