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DIMENSIONAL FIBERGLASS SHINGLES <br />12 <br />3.5(CONTRACTOR r <br />TO VERIFY) <br />I EXISTING FRONT ELEVATION <br />12 <br />3.5(CONTRACTOR F <br />TO VERIFY) <br />co <br />0 <br />HH <br />3 EXISTING REAR ELEVATION <br />I <br />C* <br />14 <br />SCALE: 1/4" = V-101" <br />SCALE: 1/4" = V-0" <br />12 <br />3.5 (CONTRACTOR <br />TO VERIFY) F <br />2 PROPOSED FRONT ELEVATION SCALE: 1/4" = V-0" <br />12 <br />3.5(CONTRACTOR <br />TO VERIFY) <br />4 PROPOSED REAR ELEVATION SCALE: 1/4" = V-0" <br />I <br />EXISTING NEW <br />1 <br />6 PROPOSED SIDE ELEVATION SCALE; 1/4" = V-D" <br />ROOF BEARINGJ% <br />8'-0" 1111V <br />HEADER J% <br />6'-8-111,1 <br />FINISHED FLOOR JIIII <br />0­0- mv <br />ROOF BEARIN <br />HEADER <br />6'-8- <br />FINISHED FLOORjk <br />0-0- mor" <br />ON PEEL AND STICK ON %" CDX <br />PLYWOOD SHEATHING NAILED W/ 10d <br />2x8 RIDGE RAFTER <br />NAILS @ 4"O.C. @ EDGES, TOP & <br />BOTTOM; NAIL SEAMS 6"O.C. <br />SIMP LUS28-Z HANGER <br />STAGGERED W/ NO DOUBLES. <br />FROM RAFTERS TO <br />RIDGE BOARD <br />8"O.H. TYP. <br />5(CONTRACTOR 12 <br />SIMP H10 @ <br />VERIFY) <br />RAFTER <br />"""'�_2xIS <br />—METAL DRIP EDGE <br />CONV. <br />FRAME ROOF <br />2x SUBFASCIA <br />(2) 2x8 BEAM (TYP) <br />ECCQ66 AT EACH <br />6x6 POST (TYP) <br />ENTRY <br />P.T. POST <br />(TYP OF 6) <br />CB66 @ EACH <br />PAVERS--\ 6x6 POST (TYP) <br />17 ENTRY SECTION <br />DIMENTIONAL FIBERGLASS SHINGLES — <br />ON PEEL AND STICK ON %8" CDX PLYWOOD <br />SHEATHING NAILED W/ 10d NAILS @ 4"O.C. @ <br />EDGES, TOP & BOTTOM; NAIL SEAMS 6"O.C. <br />STAGGERED W/ NO DOUBLES. <br />16"O.H. TYP. <br />METAL DRIP EDGE------ I <br />2x6 SUBFASCIA— <br />PERF ALUM. SOFFIT <br />K.O. COURSE W/ (1) - <br />#5 REBAR CONT <br />CONIC. LINTEL <br />W/(l) #5 REBAR (TYP) <br />ALUM. WINDOW <br />8" CMU WALL— <br />CEMENTITIOUS FINISH <br />(TO MATCH EXISTING) GRADE <br />(o <br />�11 _Ll I Ell <br />Q, WALL SECTION <br />\-24"x24"xl6" CONC PAD <br />W/ (2) #5 EA WAY. <br />SCALE: 3/8" = V-0" <br />12 <br />3.5(CONTRACTOR F_ <br />TO VERIFY) <br />ROOF TRUSS <br />00 T SS <br />00 M <br />(SEE ROOF FRAMING PLAN) <br />OL 13EARING <br />1-r8-4-A.F.F. <br />R-38 I NSU LATION <br />OLWINPOW00OR HEAPER <br />Y2" CEILING BOARD <br />META20 TYP EA TRUSS <br />'-r 6-8"A. F. F. <br />SILL <br />"' DRYWALL ON dbI lx2 P.T. FURRING <br />STRIPS W/ R-12 INSUL. <br />4" THICK 300OPSI CONIC SLAB <br />W/ FIBERMESH <br />W/ 6MIL VAPOR BARRIER <br />ON TERMITE TREATED <br />COMPACTED SOIL OIL FIN. FLOOR <br />-F U-011 <br />24"Wxl6"D MONO <br />CONC. FOOTING <br />W/ (2) #5 CONT. <br />SCALE: 3/8" = V-0" <br />�/16" GAP MIN. @ NON -LOAD BEARING - <br />CONDITIONS W/ (2) 16d NAILS @ EACH <br />TRUSS OR BLOCKING FOR LATERAL <br />STABILITY ONLY <br />NOTE: <br />FOR INTERIOR NON -LOAD BEARI <br />3/8" BOLTS AT BOTT. & H3 CLIPS <br />AT TOP ARE NOT REQ'D. FOR <br />STANDARD ASSEMBLY <br />ROOF BEARINGr6h <br />81-0. <br />—HEADER <br />6'-8" '�J <br />— — — — FINISHED FLOORjk <br />0--o" 'llr <br />(2)-2Y4"L CASE <br />HARD NAILS @ <br />16"O.C. <br />EXISTING ROOF <br />2x4 TOP PLATE <br />2x4 WOOD STUDS <br />@ 16"O.C. <br />'I'DRYWALL <br />2 <br />2x4 P.T. SOLE PLATE <br />11111;z llll�=71EXISTING/NEW SLAB <br />9 INTERIOR WALL SECTION <br />SCALE: 3/8" = V-0" <br />41; <br />29 <br />cl <br />m <br />210 <br />Lu <br />cr. <br />kr) <br />U0 <br />ENGINEER <br />ALLEN GEZELMAN <br />16502 HANNA RD. <br />LUTZ, FLORIDA 33549 <br />PH. (727) 845-8133 <br />PE 59180 <br />pascobprinQ[n <br />% )crod.com <br />\o\% <br />P" ....... <br />ZZ ;I MJCTldik� SEA* <br />0 <br />PROJECT NO. 18-026 <br />DATE: 12/20/19 <br />SHEET NO. I <br />EL A3mO <br />EVATIONS <br />9 <br />