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2X4 TOP PLATE <br />rL� 7 <br />7 PIPE -FAD TRUSS <br />ta' CLGx HOARD <br />V2' DRYWALL <br />SECURE BT. — <br />PLATE TO SLAD <br />W/ BDd MASONRY <br />NAIL • 32' Or — <br />MAX <br />2X4 WOOD <br />STUDS *24' <br />OC, <br />SLAM <br />NOTE: 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 />\lla1 SCALE, 3/4'.1'-4V' <br />FIBEIRGI-ASS SHINGLES <br />OVER OW FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION Rwb.1.1 <br />ON I}' O.SZ. SHEATHING <br />OR k CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS J/ <br />MTL. DRIP EDGE J/ <br />2x FASCIA PER I .0 <br />ELEVATIONS TMP' <br />O.H. <br />VENTED SOFFIT <br />IR' THICK 2 COAT PORTLAND— <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FIN. FLR- j <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID CsROUT <br />W/ (I)- s <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'-1'-0' <br />M fq� W LN <br />ea <br />2 GAS LINE THRU BLACK <br />e ur.r <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />FIDERGLASS SHINGLES <br />SYNTHETIC PRODUCT, <br />OVER e30 FELT PAPER <br />INSTALLED PER SECTION <br />OR SYNTHETIC <br />RSM.1.1 ON l Ob$. <br />PRODUCT, INSTALLED <br />SHEATHING OR J' CDX <br />PER SECTION RW5.0 <br />PLYWOOD SECURED PER <br />ON O.SB. SHEATHING <br />FASTENER SCHEDULE <br />OR �' COX PLYWOOD <br />b/S' GYPSUM BOARD <br />SECURED PER <br />OR 1/2, HIGH <br />FASTENER SCHEDULE <br />I_m, <br />STRENGTH CLG. <br />TYP. <br />BOARD <br />RE�RENCE <br />MTL. DRIP EDGE <br />014. <br />STRUCTURAL <br />2x FASCIA PER <br />ELEVATIONS <br />SEE ENERGY GODS FORMS FOR <br />INSULATION R-VALUES <br />PIKE- TRJ88 <br />VENTED SOFFIT <br />REFERENCE STRUCTURAL <br />I°RE-E� GABLE TRUSS <br />T1TL. DRIP EDGE <br />PER ELEVATION <br />WEEP SCREED <br />2x FASCIA PER <br />ELEVATIONS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />STRUCTURAL DETAILS <br />WINDOW ATTAC441ENT <br />ASPER TURES <br />IGA IONS —aca <br />� r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. PURRING <br />STRIPS • 24. OG. <br />1!!' THICK 2 COAT PORTLAND <br />a, CMIU CEMENT PLASTER APPLIED <br />In, GYP. ILL. BD. DIRECTLY TO MASONRY IR' THICK 2 COAT <br />PORTLAND CEMENT <br />�— WOOD BASE APPLIED DIRECT Y TOPLASTERMASONRY <br />— * 0'-0' FIN. FLR <br />a <br />a .. <br />4 <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPNiNG NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES TO LESS THAN 4:12, A <br />4 1—STORY HIP BLOCK WALL (2)LLAYERIUNDERLAYMNTSYSTEM <br />D1 SCALE: 3/4'-P-0' 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 11, <br />ASTM D 4865 TYPE IV, OR ASTM D <br />6151 <br />;f <br />ea PO <br />�• <br />1_��� � � � •%� I <br />i!i�i!i!i!il��i!i!�!��i�i!i�i.l <br />a GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-0' <br />2X4 SPP 24' O,C. MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES FIBEIRGLASS SHINGLES <br />PER STRUCTURAL DETAILS OVER •30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWbUU ON J' O.S.B. <br />STIFFBACK AT ALL UPRIGHTS SHEATHING OR J' COX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE <br />O}L 2 <br />PER ELEVATION x FASCIA PER <br />Ir ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE PORMS FOR PRE-ENG. GABLE TRUSS <br />INSULATION R-VALUES <br />PER ELEVATION WEEP SCREED <br />\ b/S' GYPSUM BOARD OR 1/1' HIGH ST2z P.T. SECURED PER <br />RENGTH G. BOARD Q.G.STRUCTURAL DETAILS <br />8' CMU Y n <br />a. <br />ti <br />A W/ WINDOW OPENING <br />In' THIM 2 COAT <br />WIND INSULATION'A DIRECTLY APPLIED <br />MASONRY <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE 111 / <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />In, GYP. WL. BD. ' CMU <br />WOOD BASE <br />0'-0' FIN. FLR <br />a <br />B TYP. WALL SECTION <br />NO OPNING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE. 3/4'-P-0' <br />A A C N I T E C T II <br />6 <br />GrZ <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigWoup.com <br />AA A: 0003325 J <br />IF DRAFTING BY: <br />MMINN <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134MS-2628 <br />FAX: 813-8862802 <br />�oveeee°o�. <br />8LT18DIv & LOT: <br />SILVERADO <br />LOT #6 <br />BLK. #13 <br />PROJECT# <br />03719.000-06131 <br />MODEL I <br />2795—D <br />GARAGE AWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH AV. B <br />