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s <br />2X4 TOP PLATE <br />PER FLR, ri <br />PLAN � <br />1/2' CLCs. BOARD 7T PRE -FAB TRUSS <br />NOTE: STUDS IN <br />PARTITIONS SUPPORTING <br />1/2' DRYWALL WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />SECURE BT. 2X4 WOOD " <br />PLATE TO SLAB STUDS 024' THAN 1(o O.C. OR, NOT <br />W/ 10d MASONRY O.G. LESS THAN 2xlio, WHERE <br />NAIL 32' O.C. SPACED NOT MORE <br />MAX THAN 24" O.C. <br />CONC. SLAB <br />FIN. FLR <br />(-l--�TYP. INT. WALL NON- BRIG. <br />D 1 SCALE: 3/4" =1'-O' <br />5" DIA. SLEEVE, <br />DO NOT CUT <br />RE5,AR <br />PIPE <br />BOND BEAM DO NOT CUT <br />SOLID GROUT THE BOND <br />�/ �1�- � _ _ _ BE'�`M <br />i2) COURSE RESARS <br />— -- <br />2A PIPE THROUGH BOND BEAM <br />D1 5CALE: 3/4"=1'-O" <br />CAULK AND SEAL <br />GAO LINE <br />I J'PV SLEEVE FOR GAS LINE <br />'—Uk= BASES <br />a ° a , <br />d �' <br />.� <br />2B GAS LINE THRU BLOCK <br />D1 SCALE''2''''-V' <br />CORNER BEAD <br />I/2' THICK, 2 GOAT S' CMU SEE <br />PORTLAND CEMEN T STRUCTURAL FOR <br />PLASTER APPLIED REINFORCEMENT <br />DIRECTLY TO <br />MASONRY 2x& P.T. WD <br />, . f,.. ATTACHED FILL <br />� CELL AS PER <br />DIJCT <br />AAPPROVAL REEL <br />SEALANT s <br />WEATHER STRIP <br />MOULDING ALL <br />AROUND (BY <br />DOOR MANUFJ <br />TEEL <br />---GAL---- <br />FA� DRTO�TB <br />WOOD JAMB PER <br />I�eOpucT GALV. STEEL <br />APPROVAL REQ VERTICAL TRACK OVERHEAD DOOR <br />I' MIN. BY OTHERS <br />BY MAUF. SLIDE <br />FASTENED TO Roots <br />TRACK1 PI DUCR BRACKETS <br />APPROVAL REQ. <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: 11/2"=1'-0" <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.C. MAX. <br />OVER 030 FELT PAPER OR <br />SECURE W/ (2) 12d NAILS <br />FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />6 EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />OR SYNTHETIC <br />R905ll ON a' O.S.B. <br />PER STRUCTURAL DETAILS <br />OVER "30 FELT PAPER OR <br />OVER 030 FELT PAPER <br />PRODUCT, INSTALLED <br />SHEATHING OR J' COX <br />SYNTHETIC PRODUCT <br />OR SYNTHETIC <br />PER SECTION R905.1.1 <br />PLYWOOD SECURED PER <br />INSTALLED PER SECTION <br />PRODUCT, INSTALLED <br />ON ' O.S.B. SHEATHING <br />FASTENER SCHEDULE <br />R905.1.1 ON ' O.S.B. <br />rb <br />PER SECTION RS0511 <br />OR CDX PLYWOOD <br />STIFFBACK AT ALL UPRIGHTS <br />SHEATHING OR i' CDX <br />ON �' O.S.B. SHEATHING <br />5/S" GYPSUM BOARD <br />SECURED PER <br />Y PER STRUCTURAL DETAILS <br />PLYWOOD SECURED PER <br />OR CDX PLYWOOD <br />OR 1/2 HIGH <br />FASTENER SCHEDULE <br />I -0 <br />PRE-ENG WD. TRUSS <br />� 11 FASTENER SCHEDULE <br />1 -0 <br />SECURED PER <br />STRENGTH CLG. <br />T1'P. <br />� <br />TYP. MTL. DRIP EDGE <br />FASTENER SCHEDULE <br />BOARD <br />REFERENCE <br />MTL. DRIP EDGE O.H. <br />O.H. 2x FASCIA PER <br />NATION <br />STRUCTURAL <br />2x FASCIA PER <br />PER ELEVATION <br />ELEVATIONS <br />ELEVATIONS <br />PRE-ENG TRUSS <br />SEE ENE <br />ENERGY CODE FORMS FOR <br />INSULATION R -VA U S <br />L L E <br />PRE -ENG TRUSS <br />VENTED SOFFIT <br />STRUCTURAL DE ACONT. 2x RAT RUN �S UREA PER <br />VENTED SOFFIT <br />MTL. DRIP EDGE <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />PRE -ENG. GABLE TRUSS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PRE-ENG. GABLE TRUSS <br />PER ELEVATION <br />WEEP SCREED <br />OLPEIR ELEVATION <br />WEEP SCREED <br />2x FASCIA PER t Pu <br />2x FASCIA PER <br />P. <br />ELEVATIONS OH <br />ELEVATIONS <br />2x P.T. SECURED PER <br />5/8" GYPSUM BOARD OR 1/2' a <br />2x P.T. SECURED PER <br />VENTED SOFFIT <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />STRUCTURAL DETAILS <br />NIGH STRENGTH CLG. BOARD <br />STRUCTURAL DETAILS <br />WINDOW ATTACHMENT ° <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />— <br />R-4.1 INSULATION p; <br />1/2' THICK, 2 COAT <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />RTLAND CEMENT <br />PAST <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />R APPLIED <br />r : <br />DIRECTLY TO MASONRY <br />REFERENCE°. <br />Ix2 P.T. FURRING <br />STRUCTURAL - <br />-: <br />STRIPS 61 24' O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />a, Ix2 P.T. FURRING <br />° <br />8' CMU <br />CEMENT PLASTER APPLIED <br />STRIPS a 24" O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />1/2' THICK, 2 COAT <br />IJ2 GYP. WL. BD. <br />' <br />CEMENT PLASTER APPLIED <br />I/2" GYP. WL. BD. <br />PORTLAND CEMENT <br />WOOD BASE <br />8' CMU <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR. <br />0'-0' FIN. FLR. <br />0'-0' FIN. FLR. <br />— 0'-0' FIN. FLR. <br />8' CMU <br />a. a. d d, a a <br />a <br />a <br />O <br />Q <br />W/ WINDOW OPENING TYP. WALL <br />SECTION <br />W <br />WINDOW OPENING TYP. WALL <br />SECTION <br />n <br />B <br />A <br />B <br />NO OPENING <br />NOTE: <br />NO OPENING <br />PER SECTION 905.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />(�-4 1-STORY HIP BLOCK WALL <br />(2) LAYER UNDERLAYMENT SYSTEM <br />5 1-STORY GABLE BLOCK WALL <br />D1 SCALE: 3/4"=1'-O' <br />15 REQUIRED. FOR ROOF SLOPES <br />D1 SCALE: 3/4'=1'-O' <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT 15 PERMITTED BUT <br />MUST SE PER ASTM D226 TYPE 11, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6151 <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />xuj <br />p <br />= <br />U <br />0 <br />NE <br />w <br />> <br />� <br />_ <br />Q <br />i <br />°C <br />4 <br />Q <br />dl <br />N <br />N <br />c <br />a <br />w <br />-1 <br />8 <br />o <br />Q <br />8 <br />o <br />a <br />0 <br />0 <br />M <br />� <br />' <br />e <br />0 <br />e <br />f <br />SUBDIV. 8e LOT: <br />ABBOTT <br />PARK <br />LOT #36 <br />BLK #9 <br />PROJECT# <br />04181.000- 36091 <br />MODEL: <br />3EFB <br />"2447- ROBIE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAIL <br />60 MPH EXP. C <br />PRINT 05 26 20 <br />DATE: <br />SCALE: 1/4" <br />SHEET <br />DI <br />:�:�,1.;,. .. TF4 _r,,.--T-I-T--' --- d' I I -T-- TI C I i <br />