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2X4 TOP PLATE <br />PERKPL <br />PRE -PAS TRUSS <br />1/2' CLC. 150ARD <br />1/2' DRYWALL 7-PI- <br />SECURE BT. <br />PLATE TO SLAD <br />W/ Wd MASONRY <br />NAIL A 32' O.C. <br />MAX <br />FIN. PLR <br />2X4 WOOD <br />6TUOS 024' <br />o_ <br />SLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />BETS SHALL BE NOT, <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' O.C. OR NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />)TYP. INT. WALL (NON—BRG.) <br />D1 SCALE, 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90b.1.1. <br />RDCF SHEATHING <br />THICKNESS, AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE -ENS TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER I -0 <br />ELEVATIONS TYP' <br />D.H. <br />VENTED SOFFIT <br />I f <br />I � <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR �— <br />GYPSUM B( <br />OR 1/2' HIGH <br />STRENGTH CLCs. <br />BOARD <br />3 5/0, OR b <br />1/2' DRYWALL <br />3/S' TOP <br />CWWdEL (29 <br />GAJ <br />I/2' DRYWALL <br />3 5/8' OR b 3/6' METAL STUDS <br />24' O.G. 20 GA METAL TO BE <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 b/D' OR 5 <br />CADR.ETS AND TUB/SFN7UER 2D <br />". ATOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (29 <br />IN ALL OTHER WALLS. STUDS <br />GA.) SECURED <br />TO BE SPACED IS' OZ. AT 2ND <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND 15ATWROOM <br />PAR 4 TO <br />WALLS W/ TILE FINISH <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 />D 1 SCALE. 3/4'-I'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-YALUES <br />REFERENCE STRUCTURAL <br />R-4.1 INSULATION <br />WINDOW ATTA W MENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRNG- <br />STRIPS • 24' O.C. <br />B' CMU <br />1/2' GYP. WL. BD: <br />WOOD BASE — <br />ti W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 9ID9.1.1. <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/ (I)- 05 <br />(2) COURSE <br />1/2' 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 />2a PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'.I'-0' <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER AWE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />METHOD TO BE USED FOR THE <br />�1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />SCALE+ 3/4'-1'-& UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM DQ%S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR S051.1. <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 ON]. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE -ENS. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK 2 COATS-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />8' CMU <br />aoSK& <br />FOIE d" LM <br />VP THICK 2 COAT - <br />PORILaD CRIDIT <br />"TOR APPLIlD <br />pe1CCTLY To <br />MAGONRY <br />FOOD JAM PM <br />OALV. e7 <br />POV <br />well. --. <br />APPRROV APAL RtfA vwtyrAL D7 TRACK <br />PAOT&4= TO <br />TRAGIC DRACKM <br />uv PROO= <br />APPROVAL R210, <br />CCRiR DCAD <br />Y cm NC <br />6TRU:TifAL FOR <br />I,* P.T. YD <br />ATTAC&W TO RLL <br />� As Pne <br />APPROARODOV <br />AL Nla <br />eAALAHT( <br />sAaceR ROD <br />2DAT41IR !TRIP <br />MALOM ALL <br />AROUND (MY <br />DOOR Mail.) <br />GAS LINE THRU BLOCK I 3 GARAGE DOOR JAMBS <br />SCALE: 1 1/2*-1'-0' <br />i 2X4 OFF 24' O.G MAX — <br />SECURE W/ (1) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRIGI4 <br />PER STRUCTURAL DETAILS <br />PRE -ENGs WD. TRUSS — <br />CONT. 2x RAT RUN SECURED PER-/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE POM16 FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/S' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING- <br />STRPS • 24' O.C. <br />1/2' GYP. WL.15P - <br />WOOD SASE- <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR W511. <br />ROOF SHEATHING <br />THICKNESS A$ 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 />4 1411 < < _ 0'-0' FIN FLR <br />a " ROOF SHEATHINds THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a a 1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />H W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />TO BE USED FOR THE <br />5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.T-m• UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE 11 OR ASTM D49169 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN 9LVD, <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA 8: 0003325 <br />OR <br />04 <br />8 <br />o <br />y <br />SVHDIV. Ac Lol, <br />ABBOTT PARK <br />LOT #27 <br />BLK. #9 <br />PROJECT# <br />04181.000-270 1 <br />MODEL: <br />3EEB <br />"2260-ELSTON" <br />GARAGE 8MIING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH C <br />D TE 05/25/21 <br />SCALE 1/4"=1'-0" <br />BiiEET <br />D1 <br />