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2X4 TOP PLATE <br />PRE -FAD TRUSS <br />V2' CLG. DOARD <br />1/1' DRYWALL —t T4 r <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />&LAD <br />FML PLR <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />ZES AND WALL <br />AETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.G. <br />(a:)TYP. INT. WALL NON—BRG. <br />D1 SCALE= 3/4'.1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W51I. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS JJ <br />M. DRIP EDGE J/ <br />2x FASCIA PER I 0 <br />ELEVATIONS T <br />o.HYP.. <br />VENTED SOFFIT <br />IR' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRj <br />a a <br />4 <br />35w OR <br />I/t• DRYWALL <br />"I TOP <br />C4ANNF-L(25 <br />GA.) <br />1/2' DRYWALL <br />3 5/8' OR S 3/8' METAL STUDS <br />- <br />24' .C. 20 GA METAL TO BE <br />O <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 5/8, OR 5 <br />CABINETS AND TUD/SHOLLER 25 <br />3/8' BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS, STUDS <br />GA) SECURED <br />fv <br />TO BE SPACED 16' OL. AT 2ND <br />- <br />TO Cow <br />FLOOR WALLS ADJACENT TO <br />FLOOR WV 3/4' <br />STAIR WELLS AND BATHROOM <br />WALLS UV TILE FINISH <br />PAF a TO <br />wooD FLooR <br />W/ 1/4' WOOD <br />SCREW <br />—FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS (NON—BRG.) <br />lllD 1 SCALE. 3/4'.1'-0' <br />75/S' GYPSUM BOARD <br />OR IHKaH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS a 24' OL. <br />e' CMU <br />1/2' GYP. WL. DID .—� <br />WOOD BASE <br />W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS.U. <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 />BOND BEAM - <br />SOLID GROUT <br />W/ (0- 05 <br />(2) COURSE <br />1/2' THICG, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2a_ PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'-]'-0' <br />J, 0-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />'ITH EDITION, SECTION R301.13 <br />AND 1609.5.I. <br />n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'.I'-V UNDERLAYMENT IN ACCORDANCE <br />WITH FBCIR 905.1.1.1 OF THE FBCR <br />2020 NTH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <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 />0'-0' FIN. FLR <br />8' cm <br />10' TWIOG, 2 COAT - <br />rcom-oo C991T <br />PhlonTLY TO <br />MASONW <br />mo "AL <br />"Qm L <br />CORRR WRAP <br />a cm an <br />eTwlcTwlL pmKRarolacar wr <br />2" P.T. IV <br />ATTACf 00 TO PILL <br />CRLL M rRR <br />AMMOVAL RRO. I <br />aRALAW 4 <br />WACKM RM <br />GAS LINE THRU BLOCK I 3 GARAGE DOOR JAMBS <br />D1 '�''w''T� D1 SCALE: <br />—2X4 SPF 24. O.C. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG LLD. TRUSS <br />CONT. 2x RAT RUN SECURED PER/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />dx2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />1/2' GYP. ILL. BD— <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI. <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />�+•+P ° — �, 0'-0' FIN. FLR <br />4 - <br />" A ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />4• ITH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />n W/ WINDOW OPENING TYP. WALL SECTION �h U B NO OPENING NOTE: 0 <br />METHOD TO BE USED FOR THE <br />ri-'�l—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE 11 OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407.774-4078 <br />www.abdesigngroup.com <br />AA x: 0003325 <br />r <br />y <br />r��a <br />11 <br />g <br />2 <br />a <br />�' <br />a <br />a <br />sUBDIV. & LOT: <br />ABBOTT PARK <br />LOT #23 <br />BLK. #9 <br />PROJECTST <br />04181.000-23091 <br />MODEL: <br />3EEB <br />"2260—ELSTON" <br />GARAGE swtxO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />