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2X4 TOP PLATE <br />PLAN 'lz <br />PRE -FAD TRUSS <br />In. GLfs. BOARD <br />V2' DRYWALL --� Wr <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ 1Od MASONRY <br />NAIL • 32' OL. <br />MAX <br />FIN. FLK <br />2X4 WOOD <br />STUDS •24' <br />or_ <br />IVC.JIt; 01 wa Iry <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 ib' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' OZ. <br />(a:)TYP. INT. WALL (NON-BRG.) <br />Dj SCALE, 3/4'.I'-O' <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RSM.0 <br />ON J' OJ9$. SHEATHING <br />OR;' CDX PLYWOOD <br />SECURED FER <br />FASTENER 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 />I'-,. <br />TYP. <br />OH. <br />5/8' GYPSUM d <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 />2APIPE THROUGH BOND BEAM <br />D1_ SCALE: 3/4'.I'-0' <br />ENERGY CODE FORMS <br />ATION fit -VALUES <br />�RENCE STRUCTURAL <br />ELEVATION <br />WIND W ATTA W <br />ILJ,V�V I� WI'IDgU ATTAC4FENT <br />�AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIFE • 24' OjC. <br />8' CMU <br />U2' GYP. ILL. BD. <br />WOOD BASE <br />0'-0' FIN. FLR1 <br />m: <br />4 <br />n W/ WINDOW OPENING <br />ti <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWSA <br />ON OAM SHEATHING <br />OR CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENGTRUSS <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 />0'-0' FIN. FLR <br />n TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />4 1-STORY HIP BLOCK WALL 2) LLAAYER11AdDERLAYMENT SYSTEM <br />D1 SCALE, 3/4'.r-V' 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 ASTI D <br />6151 <br />m dmu <br />26 GAS LINE THRU BLACK <br />ura xr•r.I <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rwb.Li ON a' 09JB. <br />SHEATHING OR;' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1,_®. <br />TYP. <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 />... •••4...... <br />•4iv=�irf <br />rleov= ��. �,�• - `QMWKAD DOOR <br />ATTRDYAL R80. B�1e11iF *� r BY OTH M <br />PASTSIRD TO Rx <br />TRAM eAMoxro 1Od'' <br />w PRODUCT <br />APPROVAL FFM <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=1'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />STIFFBACK AT ALL UPRIGR <br />PER STRUCTURAL DETAILS <br />PRE-ENG IUD. TRUSS <br />STI%JC2x RAT RUN SECURED PER— / <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />W1544 STRENGTH CLG. BOARD <br />1/2' THICK, 2 COAT-J-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR,L <br />a 4, <br />n W/ WINDOW OPENING <br />n <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS * 24' O.G. <br />1/2' GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RSOSJJ ON I. O.SB. <br />SHEATHING OR k CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />ON. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />11 <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 />0 <br />0'-0' FIK PLR <br />n TYP. WALL SECTION <br />NO OPENING <br />5 1-STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-0' <br />1441 N. RONALD RFAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA 4: 0003326 <br />w <br />4 <br />0 <br />$ <br />0. <br />81 <br />C <br />� <br />o <br />To <br />O <br />i <br />14 <br />SunDIV. ac WT.; <br />SILVERADO <br />LOT 24 <br />BLK 18 <br />PROJECT* <br />04128.002 24181 <br />TI[ODEL- <br />4EBB <br />"1828-CALL" <br />GA "C;Z aWMC;: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH QW. B <br />PJ <br />