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2X4 TOP PLATE <br />PRE -FAD TOM <br />1/2' CI-G. DOAIND <br />V2' DRYWALL �_ 1 1 <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.a. <br />SLAB <br />ITIONS SUPPORTING' <br />HUNG PLUMBING <br />RES AND WALL <br />4ETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />(��)TYP. INT. WALL ( NON— BRG. ) <br />D1 SCALE, 3/4'.1'-IV <br />FIBER 13LASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR SM.I.I. <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 I -m, <br />ELEVATIONS TYP. <br />O.H. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />5/8, GYPSUM 5 <br />OR 1/2' HrSW <br />STRENGTH CLG. <br />DOARD <br />3b/w OR5 <br />1/2, DRYWALL <br />3/v TOP <br />CHANNEL (25 <br />GA) <br />1/2' DRYWALL <br />3 5/8' OR S 3/8' METAL STUDS <br />24. O.C. 20 GA METAL TO BE <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWIR <br />3 5/8. OR 5 <br />CABM?T6 AND TUB/8HOWER 25 <br />3A5' BOTTOM <br />GA PETAL TO BE INSTALLED <br />C44,pN EL (25 <br />IN ALL OTHER WALLS. STUDS <br />GA) SECURED <br />TO BE SPACED 16' O.G. AT 2ND <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAP 4 TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />W/ 1/4' WOOD <br />6awo <br />—FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS (NON—BRG.) <br />D1 SCALE, 3/4'.I'-V' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />A$ PER MANUFACTURES <br />SPECIFICATIONS <br />� r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />8' CMU <br />1/2, GYP, WL. BD. - <br />WOOD BABE LL— <br />a. <br />v <br />W/ WINDOW OPENING <br />r <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 9M11. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />6HEET BNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE -ENS TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />BOND BEAM <br />SOLID GROUT <br />W/ ll)- "5 <br />(2) COURSE <br />V2' THICK, 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 />m- PIPE THROUGH BOND BEAM <br />p1 SCALE:3/4'.I'-0' <br />� 0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />9TH EDITION, SECTION R301.13 <br />AND 16dMB.1. <br />B 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 FBCR W5.1.1.1 OF THE FBCR <br />2020 'NTH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.11. <br />ROOF SHEATHING <br />THIGIQdE66 AS PER <br />SHEET M. 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 SNL SECURE PER <br />FASTENER 6CHEDULE <br />ON 614EET SNI <br />PRE-ENG. GABLE TRUSS <br />WEEP 6CREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />LQ' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />8' CMU <br />F WLw <br />IQ' THICK: GOAT - <br />POISM1AND ClPBR <br />PLAOTM A•PLED <br />DSlCTLY TO <br />MASONRY <br />WOW JAM FM 6ALv eTaL- <br />FRGDucT <br />APPROVAL R[O. Y TRACK <br />MY mur. <br />FAWrUNCD TO <br />TRACK ORACCCM <br />w PRoo= <br />APPROVAL FIM <br />CORWER BEAD <br />vcm"I <br />eTwrGnwAL FOR <br />WINFORCE1EIT <br />a,r P.T. SD <br />ATTACED TO RLL <br />CELL AG PER <br />A'PISOVAL REa <br />SEALANT N <br />BACGFR ROD <br />YEATWM eTW <br />MPA DNO ALL <br />AROUO (MY <br />COOK MAIN/J <br />GAS LINE THRU BLACK ( 3 GARAGE DOOR JAMBS <br />01D1 SCALE: 11/2'•I'-C' <br />i 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 UPRIGHTS <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRIM <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 C-C. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />I/2, GYP. WL. 150- <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF 814EATHMG <br />THICKNESS AS PER <br />SHEET SNI. <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 />f� <br />_ 0'-V' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />NTH EDITION, SECTION R301.13 <br />AND 160S.5.1. <br />H W/ WINDOW OPENING BB TYR SECTION J` <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />�1—STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.r-O' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 PITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTIM 0226 <br />TYPE 11 OR ASTM D4861B TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH:407-774,6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />b <br />ao <br />g <br />a <br />aI <br />LL9 <br />15U]BDIV. As LOT <br />ABBOTT PARK <br />LOT #17 <br />BLK. #9 <br />PROJECT* <br />04181.000-17091 <br />MODEL <br />3EEB <br />"2260—ELSTON" <br />GARAGE glVnNO: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 IMPH <br />