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2X4 TOP PLATE <br />PRE -FAD TRUSS <br />V2' CLG. BOARD <br />In' DRYWALL T r <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024' <br />O.G. <br />SLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />4ETS SHALL BE NOTI <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.G. <br />TYP. INT. WALL (NON—BRG.) <br />D 1 SCALE: 3/4'.I'-V' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR W511. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />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 />1'-m. <br />TYP. <br />O.H. <br />5/8' GYPSUM BI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />35/8'OR5 <br />1/2' DRYWALL113E <br />3/8, TOP <br />CHANNEL (25 <br />GA) <br />I/Y' DRYWALL <br />3 5/8' OR 5 3/8' METAL <br />24. O.C. 20 GA METAL TINSTALLED <br />IN W <br />RECEIVING UPPER/ LOWER <br />3 5/8' OR 5 <br />CABINETS AND TUB/BHOUER 25 <br />3/8' BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS. STUDS <br />GA) SECURED <br />01 <br />TO BE SPACED 16' O.G. AT 2ND <br />TO CONIC <br />FLOOR WALL$ ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />WALLS W/ TILE FINISH <br />PAF 4 TO <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 />STRIFS a 24. OZ. <br />8' CMU <br />in, GYP. ILL. SD._ <br />WOOD BASE — <br />v-w FIN. FLR <br />a <br />v. <br />.a <br />°4 <br />n W/ WINDOW OPENING <br />ti <br />WOOD FLOOR <br />W/ 114' WOOD <br />SCREW <br />—FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS (NON—BRG.) <br />D1 SCALE, 3/4'-1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICINESS 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 />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />_ J®'� ®' FR'L FLR' <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASGE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 16095.1. <br />TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(K)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.I'-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0486S TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />ms role ou ua <br />2B GAS LINE THRU BLOCK <br />�CAYN'•1'-�' <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 />9' <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER W14EDULE <br />ON SHEET ON <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 />m'-0' FIN. FLRrL <br />8' cm <br />I <br />♦ ♦ ♦�� <br />��♦��Ti�i�i�i�Q�O�i�iti���� <br />�1 <br />'A_� <br />� ♦�i�i I <br />i�i�iTiT��iTi�i?�Ti���i�i?��i <br />_ <br />s GARAGE DOOR JAMBS <br />D1 SCALE: <br />FIBERGLASS SHINGLES <br />2X4 OFF 24' O.G. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER FBCR W5.1.1. <br />• EA END ROOF SHEATHING <br />2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />SHEET SNI. <br />PER STRUCTURAL DETAILS SECURED PER <br />FASTENER SCHEDULE <br />7� <br />STIFFSACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS <br />MTL. DRIP EDGE <br />PRE-ENG WD. TRUSS Ak 2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />Ir <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />INSULATION R-VALUES SHEET SNL SECURE PER <br />PER ELEVATION <br />FASTENER 9C4EDULE <br />5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />FENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />I/2' GYP. WL. BD. • cm <br />WOOD BASE <br />n- <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE I-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a° NTH EDITION, SECTION R301.13 <br />AND 160S5.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />" " NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4''I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0486S TYPE III <br />OR TYPE Iv UNDERLAYMENT. JUN <br />-IN ' <br />1N. RONALD REAGAN 81 <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />a <br />`I <br />t <br />a <br />Ip$� <br />O <br />BtmDly Ae w2l <br />ABBOTT PARK <br />LOT #15 <br />BLK. #9 <br />PROJECT* <br />04181.000-15091 <br />MODEL <br />4EBB <br />"1828—CALI" <br />GARAGE BTIMO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 H EXP. C <br />2021 <br />DATE: 6/14/21 <br />SCALE: 1/4"=1'-0" <br />8HEET <br />D1 <br />