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SCOPE OF WORK: <br />I REVISIONS I <br />[-NO I DATE I DIESCR I PTION I <br />"ML,., Pei P <br />F-Ckl' C --\ <br />7 <br />, Zrd bm- Erip �, <br />C016fr- VEOTED <br />A,L.Url SoFFilll"r - <br />S <br />C0JJEr-TIC*J <br />,jrjJ C 0 U LL F0 $4 <br />AMJIL. IQPO <br />5E.F- WOF Mbriidg� <br />L4H 0 LIT F-0 e 6E6r-1 <br />S I 7.-f, <br />we.&P 4 it x 4 " P.T. <br />WOOC> F057 W/ <br />V, -X — a"DIZ-1arnk <br />W000 <br />SEE, FOLIOPAT100 <br />R.bi3O FOV- N;VQ'L- <br />I KI Ff 0 <br />TYPICAL COLUMN CROSS SECTION <br />s oe.,ecrio, s EL vv,�, u, sa;n o <br />coJ\/E�,fnoN-�L, riz&mik� <br />F7@Z -TZJSb Lbe(OLrr <br />172luss or - <br />CC KJV e-IIJ "rl (D L., <br />P7-t,ri I K14 <br />VALLEY TIE - IN DETAIL <br />SCALE: N.TS. <br />SCALE- N.TS. <br />0 <br />3: <br />0 <br />C—� <br />Z <br />LLJ <br />LLI <br />LLJ <br />ch <br />1. See "WALL LEGEND DESCRIPTION" for all existing and/or new wall locations. <br />EXISTiNG ROOF & ROOF <br />STRUCTURE TO REMAIN 2. Contractor to demo part of existing heated area (78 s/f) and rebuild with a new heated <br />NEW MIN. R-30 BATT or living area (293 s/f) and with a new covered front porch. <br />BLOWN 1NSULATION IN <br />ATTIC SPACE 3. Contractor to add additional roof trusses to the existing structure due to existing truss <br />spacing is approx 40" o.c. or greater. <br />EXISTING G.W.B. CEILING TO <br />REMAIN 4. Electrical contractor to rewire the existing structure to current code. <br />5. Mechanical to install a new HVAC heat pump system, air handier and ductwork. <br />EXiSTING HEADER & FRAME 6. Plumbing contractor to replace all existing kitchen / bathroom plumbing fixtures and cap <br />WALL ABV. 10 REMAIN off any unused drains. <br />NEW CON L #2 2x6 <br />7. List of other items that are to be replaced on said project: <br />NEW SIMPSON 'SP-2' STUD <br />PLATE TIE TYP. AT LOCATIONS A. Complete kitchen, bathroom remodel including cabinets and appliances. <br />WHERE NEW VERT. STUDS <br />MELT EXIST. HEADER <br />B. Replace all interior / exterior doors and windows. See window and door schedule for <br />more information and locations. We will "NOT" reduce the existing egress window <br />NEW GYP. WALL BOARD ON <br />NEW FRAMING openings sizes. <br />NEW #2 26's @ 16" o.c. MAX. C. Patch or replace existing drywall and insulation as needed. <br />W/ MIN. R-13 BATT INSULATION Exterior frame walls: R - 13 Insulation min. <br />NEW SIMPSON 'SP-1' STUD Ceilings: R - 38 Insulation min. <br />PLATE TIE TYP. AT LOCATIONS <br />WHERE NEW VERT. STUDS 1/2" Drywall on all interior walls <br />MEET NEW P.T. PLATE <br />5/8" Drywall on all interior ceilings <br />EXIST. CONT. 2x6 PLATE REMAINS <br />EXIST. 26 FRAMING REMAINS D. Install new interior finishes such as baseboard, hardwood flooring, carpet or tile. <br />E. Paint interior and exterior of house. <br />EXIST. CONC. SLAB & CONT. <br />FTG. TO REMAIN <br />F. Repair soffit and wood facia as needed. <br />FRAME IN - FILL DETAIL <br />-NEW #2 <br />2 x 4's @ 16 " o. c, <br />M A X. <br />#2 2x4 <br />SOLID <br />BLOCKING <br />AS R 1EQ I C. <br />NEW #2 �-,.T. <br />2x4 SECURED <br />TO EXIST. <br />STUD <br />W/ (3) EQJALLY <br />e- <br />SPACED �" C:a. <br />x 4 7: long <br />LAG SCREWS <br />W/ WASHERS <br />NEW 'C�ONT. P.T. <br />2x4 SOLE PLATE <br />NEW CONT. #2 2x4 CAP <br />I E <br />EXISTING <br />JFR A M E WA L L <br />TO REMAIN <br />EXISTING <br />SOLLE PLATE <br />TO REVAIN <br />U / U 1 �-2,1 r, <br />NEW 'SLAB � EXIST. SLAB/F—G. <br />SCALE: N.TS. <br />FRA-ME TO FRAME TIE - IN DETAIL_ <br />SCALE: N.T.S. <br />(]IF. Repair any damaged vinyl siding as needed. <br />11. Tear - off and re - roof the existing house with shingles. <br />1. Tent the house for termites if needed. <br />DESIGN AND WIND CRITERIA <br />(FBC 5th EDTION 2014 RESIDENTIAL) <br />Address- <br />38833 1 Oth Ave <br />Zephyrhills, Florida 33542 <br />Basic Wind Speed (V) <br />150 mph <br />Building Classification <br />"RISK" Category 11 <br />Wind Importance Factor (1) <br />1 <br />Wind Exposure <br />C <br />Internal Pressure Coefficient <br />+/-0.18 <br />(GCpl) <br />DESIGN WIND PRESSURE FOR EXTERIOR COMPONENT <br />AND CLADDING MATERIALS <br />Table 6 - 3B ASCE 7-02 <br />Doors <br />41.75 psf <br />Windows <br />49.25 psf <br />NOTE: <br />THIS BUILDING HAS BEEN DESIGNED TO RESIST WIND <br />INDUCED SHEAR AND UPLIFT FORCES, AS SPECIFIED <br />TO COMPLY WITH THE FLORIDA BUILDING CODE 5th <br />EDITION 2014 RESIDENTIAL, SECTION R 301.2.(l) WITH <br />A (3 SECOND WIND GUST). <br />or <br />% <br />Qd* E <br />W5 <br />E.. <br />M <br />0 4- <br />-0 a) C <br />(1) -C <br />C) (1) 00 <br />cu cy) 0) (N <br />-o x X ix) <br />C 00) <br />V C� <br />M C (5 <br />-.2 0 cc c) <br />(D () — C14 < M <br />C 0 <br />a) C CU <br />> (n .2 <br />CU := <br />2 co -0 0 <br />UJ —J LL <br />-C LL - <br />C Cn a-*- CU <br />0 CU a- <br />E E <br />0 -C Vz <br />0 2 a) m <br />> <br />C C <br />o <br />M cL 0 C) <br />0) <br />E E <br />0 In a) <br />C; <br />(no' <br />C . 0 <br />0 � C: a) 00 <br />0 <br />Cn <br />E -E 0 <br />M a) = <br />0 0 M CN Q- <br />(N <br />> L0 <br />CY) <br />U) < co <br />(D <br />Z JC -0 <br />A-J *C: <br />< 0 lvi2 <br />CY) <br />cy) <br />00 <br />Z -C <br />00 0- <br />C'e) a) <br />0 N <br />.J <br />C� �7) <br />.r. <br />C <br />JOB NO. <br />38833 1 OTH AVE <br />DATE <br />AUGUST 28, 2016 <br />DRAWN BY <br />Daniel M. Ossman <br />SHEET NO. <br />A - 2---1 <br />