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2X4 TOP PLATE — <br />PER Em A, <br />PRE-FAIS TOM <br />L*'CL& <br />1/2' ORYWALL Tltr <br />SECURE 15T. — <br />PLATE TO SLAG <br />UV I0d MASONRY <br />NAIL • 32' OTC. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS •24' <br />O.O. <br />M-IM, a.ULiv in <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' O C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />(�j�)TYP. INT. WALL (NON-BRG.) <br />D 1 SCALE, <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLIO GROUT <br />W/ (1)- 5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2APIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'•1'-0' <br />FIBERGLASS SHINGLES <br />WITH LNDERLAYMENT <br />AS PER FBCR 605J1 <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED <br />5/0' GYPSUM BOA <br />PER FASTENER <br />OR IR' HIGH <br />SCHEDULE <br />STRENGTH CLG. <br />BOARD <br />PRE -ENS TRUSS <br />SEE ENERGY CODE FOR98 <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />I,_®. PER ELEVATION <br />2x FASCIA PER <br />TYR <br />ELEVATIONS <br />OH <br />I INSULATION <br />VENTED SOFFIT <br />-4.1 <br />_71BPECIFICATIONU3 <br />////------WINDOW ATTACHMENT <br />PER MANUFACTURES, <br />�SPECIFICATIONS <br />I <br />/ STRUCTURAL /—REFERENCE <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR, <br />4 <br />bQ P.T. FURRING — <br />STRIPS • 24' O.C. <br />8' cm <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />UATH UNDERLAYMENT <br />AS PER FSCR SMIL <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SWEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUSS, <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FN. PLR <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />H L! NO OPENING NOTE: <br />PER SECTION FBCR SM.1.1 - FOR <br />ROOF SLOPES 2:12 TO LESS THAN <br />4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT <br />D1 SCALE: 3/4'•I'-C' SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GRATER (1) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />D226 TYPE II, ASTM D 486S TYPE <br />IV, OR ASTM D 6151 <br />w:w Gm Lw <br />2B GAS LINE THRU BLACK <br />® err%W.— <br />FISERGALASS SHINGLES <br />WITH UNDER-AYh1ENT <br />AS PER FBCR 60511. <br />ROOF SHEATHING <br />T14IC104M AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />9• <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />64-EET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-ENG. GABLE TRUS6 <br />DEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/4' THICK 2 COAT—// <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLI2j <br />S' CMU <br />4 <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-0' <br />i 2X4 SIFF 24' O:G. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRKaH <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRUSS <br />CONT. 2x RAT RUN SECURED PER—// <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />R46LLATION R-VALUES <br />PER ELEVATION <br />Ir <br />\ 5/8' GYPSLM BOARD OR 1/2' <br />HKsH STRENGTH CLG. BOARD <br />n W/ WINDOW OPENING <br />L1 <br />R-4J INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />bt2 P.T. FURRING <br />STRIPS • 24' Or- <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH WDERLAYWENT <br />AS PER FBCR Wb.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />T14ICKNESO AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNL <br />PRE -ENS. GABLE TRUSS <br />WEEP 60REED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />n TYP. WALL SECTION <br />NO OPENING <br />5 1-STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.1'-V' <br />w l <br />01-0' FIN. FLR <br />1441 N. RONALD REAGAN BIND. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwAbdesigngroup.com <br />AA N: 0003325 00 <br />DRAMNG BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813406-2626 <br />FAX 813886.2802 <br />1SUBDIV. Ae LOT: <br />SILVERADO <br />LOT #22 <br />BLK #13 <br />P�JECTU/ <br />7 - <br />1[O)�EL: <br />2795-B <br />GAP_t0Z BVrING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH W. B <br />