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.8 2X4 TOP PLATE <br />PLAN Y <br />PRE-FAB TRUSS <br />I/2' CLO, BOARD --- /" <br />V2' DRYWALL <br />SECURE SIT. — <br />PLATE TO SLAB <br />W/ ICd MASONRY <br />NAIL • 32' O.G. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS ♦24. <br />or_ <br />SLAB <br />STUDS 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.C. <br />TYP. INT. WALL (NON- BRG. ) <br />D1 SCALE: 3/4'.I'-V' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />ON <br />PER SECTION R906.LI <br />ON J' OU3U5. <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE -ENO TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER I .m <br />ryP' <br />ELEVATIONS OH. <br />VENTED SOFFIT <br />f <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8' GYPSUM IN <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <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 />2A PIPE THROUGH BOND BEAM <br />D1 SCALE.3/4'■I'-O' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4U INSULATION <br />WINDOW ATTAC4 'RENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. PURRING — <br />STRIPS • 24' O.C. <br />e' CMu <br />1/2, GYP. WL. SD. - <br />WOOD SASE — <br />FIBERG-ol-ASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R9CS.1.1 <br />ON OAS. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SC14:DULE <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 />M NOR a" LN <br />m <br />2B GAS LINE THRU BLACK <br />c+ia, ur.re <br />FIBERIGLASB SHINGLES <br />OVER •3C FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />IQW5.1.1 ON J' OU3$. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />I'-0' <br />TYP. <br />11, <br />:t•♦ ♦ ♦�♦♦� I i!�4004Ti��!00.5Ti♦D�4I: <br />y <br />■ <br />�- <br />3 GARAGE DOOR JAMBS <br />D1 SCALE:II/2'•i'-0' <br />2X4 814F 24' O.C. MAX. <br />SECURE W/ (2)12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRLISSES FIBERGLASS 614NGLES <br />PER STRUCTURAL DETAILS OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rzowl ON a, aaa <br />STIFFSACK AT ALL UPRKsHT6 SHEATHING OR }' COX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />®. FASTENER SCHEDULE <br />PRE-ENG WD. TRUSS TYP. <br />MTL. DRIP EDGE <br />O.H. 2 <br />PER ELEVATION x FASCIA PER <br />Ir ELEVATIONS <br />CONT. 2x RAT FAN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR PRE-EIVCs. GABLE TRUSS <br />INSULATION R-VALUES <br />PER ELEVATION WEEP SCREED <br />5/8, GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />NOW STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION 1/2' THICK. 2 COAT <br />WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />ERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' GYP. ILL. BD. ' CMU <br />�— WOOD BASE <br />C'-C' FIN. FLFt _ a _ J ®'-V' FIN. FLR ®'-V' FIN. FLR ,� _ ®'-m' FIN FLR <br />d a a a <br />ti 8, cm . �. <br />a <br />a .0 <br />• 4 <br />W/ WINDOW OPENING B TYP. WALL SECTION N W/ WINDOW OPENING n TYP. WALL SECTION <br />NO OPENING NOTE; NO OPENING <br />PER SECTION 905.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:I2, A <br />4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 SON E: 3/4'.1'-C' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6151 <br />5 1-STORY GABLE BLOCK WALL <br />D1 6CALE. 3/4'.I'-C' <br />A 8 C 8 1 T 8 C T 8 <br />Groin <br />—1 <br />LONGWOOD, FL 32760 ­� <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA Y: 0003325 J <br />IF DRAFTING BY: 44 <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SURE 10D4 <br />TAMPA, FLORIDA 33634 <br />PH: SL34MG-2628 <br />FAX: SL3588.2802 <br />�I�nIIIN <br />SLJHDIV. a LOT <br />SILVERADO <br />LOT #4 <br />BLK #14 <br />PROJECT# <br />03719.000— 04141 <br />MODEL.• <br />2795-D <br />GARAGE sTRNTO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH E B <br />6 <br />awl 10/30/20 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />D1 <br />