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ATE <br />R� F 2X4 TOP PL <br />� T <br />PRE -FAD TRUSS <br />V!' GLG. BOAT® <br />1/2' DRYWALL —c <br />SECURE ST. — <br />PLATE TO SLAB <br />IU/ IDd MASONRY <br />NAIL • 32' Or — <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS *24' <br />or_ <br />NV 1 C: O 1 uv.7 IN <br />PARTITIONS SUPPORTWx <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.C. <br />(a1TYP. INT. WALL ( NON- BRG. ) <br />D' SCALE: 3/4'.I'-D' <br />FIBERGLASS SHINGLES <br />WITH UNDEF LAYMENT <br />AS PER FBCR 9M.11 <br />ROOF SWEAT14NG <br />THICKNESS AS PER <br />SHEET SNi. SECURED <br />PER FASTENER <br />SCHEDULE <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 />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />m PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'.I'-C' <br />5/8' GYPSUM BOARD <br />OR 1/2' WKsH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />TYP. <br />ON. <br />R-4U INSULATION —� <br />�WINDOIU ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS 24' OG. <br />e'Cu <br />V!' GYP. WL. BD.� <br />/ WOOD BABE <br />0'-0' FIN. FLR j <br />m. <br />a' <br />n W/ WINDOW OPENING <br />H <br />FIBERGLASS SWING EB <br />WITH UNDERLAYMENT <br />AS PER FBCIR 905J.1. <br />ROCF SHEATHING <br />THICX), E 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 />IR' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />_ 0'-0' FN. FLR <br />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION FBCR W5.1.1 - FOR <br />ROOF SLOPES 212 TO LESS THAN <br />4 1-STORY HIP BLOCK WALL 4.12, A (2) LAYER UNDERLAYMENT <br />D1 SCALE: 3/4'.1'-0' SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER. (1) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />D226 TYPE 11, ASTM D 4869 TYPE <br />IV, OR ASTM D 615-1 <br />r <br />A� L1t <br />i• r.e rse Iolesu LI! <br />2B GAS LINE THRU BLACK <br />1e.a. vr.r.a <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WSJ <br />ROOF SHEATHING <br />THICKNESS AS PER <br />54EET SNI. SECURED PER <br />FASTENER SC-EDULE <br />MTL. DRIP EDGE- / <br />J/ 9' <br />2x FASCIA PER MA: <br />ELEVATIONS O} <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON 844EET SNI <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED / <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />7!3-ill <br />�; I ------- LEH <br />lui. vlRTieeL twAac y olsa Dose <br />D7 P f. r er 07/O! <br />rAWRMP TO Room <br />IMMX ewaal¢TO <br />uw r+aoc%= <br />AFMOVAL 11ec. <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-C' <br />—2X4 SPF 24' O.C. MAX—-, <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS <br />STIFFBACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE-ENG LLD. TRUSS — <br />CONT. 2x RAT RUN SECURED PER-/ <br />STRUUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />,I.PER ELEVATION <br />5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH C4-& BOARD <br />1/2' THICK 2 COAT- <br />-I---PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLw_ <br />B• CMU d <br />m <br />°a <br />4: <br />n W/ WINDOW OPENING <br />H <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ax2 P.T. FURRING <br />STRIPS • 24' Or— <br />in, GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90533. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SC4EDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SFEATHWG <br />THICKNESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI, <br />PRE-ENG. GABLE TRUES <br />WEEP SCREED <br />2x P.T. SECURED PER <br />9TRUCTUR.AL DETAILS <br />n TYP. WALL SECTION <br />NO OPENING <br />5 1-STORY GABLE BLOCK WALL <br />D1 SCALE: 3/4'.1'-0' <br />cm <br />1 N. RONALD REAGAN 8L <br />LONGWOOD, FL 32750 <br />PH: 407-774E078 <br />FAX 407-7744078 <br />www.abdesigngroup.eom <br />AA #: 0003325 <br />.11 <br />� <br />t <br />Mill <br />R <br />R <br />r <br />y <br />W <br />40 <br />FIV. Ae LOT <br />TT PARK <br />LOT #4 <br />BILK. <br />#11 <br />PRUOJECT# <br />04181.000-04111 <br />MODEL: <br />3EAB <br />"1504- ALLEX" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 H A. C <br />