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g_gg_� 2X4 TOP PLATE <br />PLAN T' <br />PRE -FAD TRUSS <br />_ 1/2'cLr: BOARD <br />V2' DRYWALL V l a <br />SECURE BT. 2X4 WOOD <br />PLATE TO GLAD STUDS *24' <br />W1 10d MASONRY or_ <br />NAIL • 32' O.G. <br />MAX \ I Ir <br />STUDS IN <br />PARTITIONS SUPPORTING <br />WALL W-ra PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MOIRE <br />THAN I6' OZ. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />FIN. FLR T <br />(�1TYP. INT. WALL (NON—BRG.) <br />D1 SCALE: 3/4'-1*-& <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR E05.11 <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL 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'-O' <br />TYR <br />ON. <br />In, THICK, 2 COAT PORTLAND-1--- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR_ <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />w/ (I)- '5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />?A_ PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'.I'-0' <br />FOR IR HKaH <br />05Z GYPSUM BOARD <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />---R-4.I INSULATION <br />L WINDOW ATTACI-I9ENT <br />AS PER MANFACTURES <br />r— SPECIFICATIONS <br />� r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. F IMtING— <br />STRIPS • 24' Or— <br />&' CMU <br />1/2' GYP. ILL. <br />BD. -WOOD BASE <br />FIBERGLASS 814NGI.ES <br />WITH UNDER-AYMENT <br />AS PER FBCR W5)J. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET 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 />06 0'-0' FN. FLR <br />•a <br />n <br />ti W/ WINDOW OPENING B TYP. WALL SECTION <br />OPGNNOTE: <br />PER SECTION FBCR W5.1.1 - FOR <br />TO LESS <br />4 1—STORY HIP BLOCK WALL 4:1�2, A (2)) SLOLAYERS 2:2HAN UNDERLA TYMENT <br />D1 SCALE: 3/4•.I'-o' 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 II, ASTM D 4869 TYPE <br />IV, OR ASTM D 6151 <br />wow <br />WA Fae su ua <br />2B GAS LINE THRU BIDCK <br />su:a, vr — <br />VJ- TW= 7 COAT � v a•u /E! <br />01119m / ,-67:NC71R.a1.Role <br />vwecTUr To <br />posomwair P.T. so <br />u. Rim <br />APFIWVAL —VIRT ,'u TRAC <br />Rax `oveaeao caae <br />�. MAW r ar Onmro <br />FtA—MlD T-� DE <br />1lOR1 <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=I'-0' <br />FIBERGLASS 814INGLES <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) I2d NAILS AS PER FBCR SMJJ. <br />AS PER FBCR 905.1.1 • EA END ROOF SHEATHING <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />TWICOIESS AS PER PER STRUCTURAL DETAILS &FEET SNL <br />SWEET SNL SECURED PER SEQARED PER <br />FASTENER SCHEDULE FASTENER SCHEDULE <br />8TIFF5ACK AT ALL UPRIGHTS <br />MTL- DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />2x FASCIA PER MA>—PRE-ENG WD. TRUSS 9Ax 2x FASCIA PER <br />ELEVATIONS O ELEVATIONS <br />VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />WALL SHEATHING STRUCTURAL <br />2x RAT RUN SECURED PER <br />THICKNESS AS PER STRUCTURAL DETAILS WALL &FEATHING <br />SWEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />FASTENER SCHEDULE INSULATION R-VALUES SHEET SNL SECURE PER <br />ON E 8N1 PER ELEVATION FASTENER SCFEDULE <br />PRE -ENS. GABLE TRUSS 5/8' GYPSUM BOARD OR U2' ON SHEET SNL <br />WIG14 STRENGTH OLG. BOARD PRE-ENG, GABLE TRUSS <br />WEEP SCREED WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL- DETAILS 2x P.T. BECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />RENCE <br />_ STRUCTURAL <br />bt2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' THICK, 2 COAT 1/2' GYP. WL. BD. <br />PORTLAND CEMENT WOOD BASE a, cm <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR 0'-01 FIN. FLR <br />S' CMU a- <br />a <br />4. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />�11—STORY GABLE BLOCK WALL <br />D1 SCALE= 3/4'-1'-& <br />1 N. RONALD REAGAN Bt <br />LONGWOOD, FL 3275D <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />a <br />.epy- <br />b <br />r <br />o <br />StmDly. Me LOT. <br />ABBOTT PARK <br />LOT #2 <br />BLK. #11 <br />PROJECTFp <br />04181.000-02111 <br />MODEL: <br />3EAB <br />1504— ALLEX" <br />GARAGE 811I G: <br />LEFT <br />PAGE <br />DETAILS <br />160 MPH EXP. C <br />