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2X4 TOP PLATE <br />Lm <br />PLAN <br />PRE-FAB TIQLW <br />V2' CLG. BOARD <br />IR' DRYWALL T`)Y <br />.SECURE ST. — <br />MATE TO SLAB <br />W/I" MASONRY <br />NAIL a 32' O.C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS e24, <br />O.C. <br />SLAB <br />TIONS SUPPORTING <br />HUNG PLUMBNG <br />BES AND WALL <br />4ET5 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 />24' O.G. <br />M TYP. INT. WALL NON-BRG. <br />D� SCALE, <br />FI5EF3 1_ASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FIECR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE -ENO TRUSS <br />` <br />MTL. DRIP EDGE <br />2x FASCIA PER 1 -m <br />TYF'. <br />ELEVATIONS O.H. <br />— VENTED SOFFIT <br />I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />m'-m' FIN. FLR,L <br />35/8, OR5 <br />1/2, DRYWALL <br />3/8, TOP <br />CHANNEL (25 <br />C") <br />OaR ER BEAD <br />DT TWKK 2 COAT <br />e• O'Y Oea <br />PORn Aw ceT�xr <br />R-MTER APPLOD <br />STMACTURAL FOR <br />I/2' DRYWALL <br />DIRECTLY ToMA6CW <br />T <br />2.6 P.T. <br />3 5/8' OR 5 3/8' METAL STUDS <br />ATTACHED TO RLL <br />24' O.C. 20 GA METAL TO BE <br />CELL 'M PER <br />INSTALLED IN WALLS <br />I°Ro=T <br />RTC <br />RECEIVING UPPER/ LOWER <br />3 5/8' OR 5 <br />cAmxnosmL <br />aCALAW <br />CABINETS AND TUB/BFIOWER 25 <br />3/8, BOTTOM <br />DACJ®e R7D <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />•VATHER Tr <br />M ALL OTHER WALLS. STUDS <br />GA) SECURED <br />LN <br />Mo LDN6 ALL <br />TO SE SPACED 16' OZ. AT 2NO <br />TO CONC <br />i' r e.eera 10R OM LOW <br />D> n J <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />• a•u <br />oALv. eTea <br />STAIR WELLS AND BATHROOM <br />PAF 4 TO <br />�' O1'" uL w. <br />FMOTOW TO <br />WALL$ W/ TILE FINISH <br />WOOD FLOOR <br />u�oD MAN <br />WOOD JAI'S PER <br />PRO=TAPPROVAL <br />W/ I/4' WOOD <br />REa v�WVWALLTTRACK r <br />OY olvap DOOR <br />erg <br />WOOD BASEBOARD <br />SCREW <br />DMmaD TO eLM <br />TRALK 8RAL1R78� <br />W/ PRODUCT <br />ArrROvu. Rea <br />FINISH FLOOR <br />1-STORY TYP. <br />INT. WALL <br />za GAS LINE THRU BLOCK_GARAGE <br />� DOOR <br />JAMBS <br />'��'•�'•' <br />p� SCALE: 11/2'•1'-0' <br />1A METAL STUDS <br />NON-BRG. <br />D 1 SCALE: 3/4'.1'-m' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />[OR <br />SECURED PER <br />5/B' GYPSUM BOARD <br />FASTENER SCHEDULE <br />1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />REFERENCE <br />4 PER ELEVATION <br />STRUCTURAL <br />SEE ENERGY CODE FORMS FOR <br />PRE-ENG TRUSS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />PER ELEVATION; <br />2x FASCIA PER <br />.4 <br />ELEVATIONS <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS �T:a <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS a 24. O.C. <br />1/2' THICr, 2 COAT PORTLAND <br />8• cm CEMENT PLASTER APPLIED <br />1/2, GYP. WL. BD. DIRECTLY TO MASONRY <br />WOOD BASE <br />ti <br />W/ WINDOW OPENING <br />m'-m' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />NTH EDITION, SECTION R301.13 <br />AND I(POSB.1. <br />TYP. WALL SECTION <br />e <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.I'-m UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS e4 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE 11 OR ASTM 0486S TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />FIBER31_ASS SHINGLES <br />FIBER-AS5 SHINGLES 2X4 SPF 24' OL. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 126 NAILS AS PER FBCR WSJ.1. <br />AS PER FBCR 905.1.1. • EA END ROOF SHEATHING <br />ROOF SHEATHING 2x BLOCKING BETWEEN TIH)SSES THICKNESS AS PER <br />THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. <br />5HEETSNI. SECURED PER SECURED PER <br />FASTENER SCHEDULE FASTENER 8C4EDULE <br />STIFFBACK AT ALL UPRIGHTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />Zx FASCIA PER MAX PRE-ENG WD• TRU°w°+ AX 2x FASCIA PER <br />ELEVATIONS O ELEVATIONS <br />VENTED SOFFIT PER ELEVATION _ VENTED SOFFIT <br />WALL SHEATHING STRUCTURAL <br />2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />THICKNESS AS PER WALL SHEATHING <br />SHEET SNI. SECURE PER SEE ENER'sY CODE FORMS FOR THICKNESS AS PER <br />FASTENER SCHEDULE INSULATION R-VALUES, SHEET SNI. SECURE PER <br />ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2ON SHEET SNI. <br />WEEP SCREED HIGH STRENGTHG. H CLBOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />Zx P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />-REFERENCE <br />STRUCTURAL <br />lx2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' THICK, 2 COAT 1/2' GYP. WL. BD. <br />PORTLAND CEMENT WOOD BASE •CMU <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR m'-V' FIN. R.R. <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH F15CR 2020 <br />a a• NTH EDITION, SECTION R301.1.3 <br />AND 1609.5.1. <br />W/ WINDOW OPENING B 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'-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FBGR W5.1.1.1 OF THE FBCR <br />2020 NTH EDITION 16 e4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE It OR ASTM D45615 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA $: 0003325 <br />o <br />fIL <br />y <br />C <br />fF <br />SUDDiv 4 LAT <br />ABBOTT PARK <br />LOT #22 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-22121 <br />1[ODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE 91111ING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />AA <br />NO <br />F—PpmA02/07/22 <br />mcALE: 1/4"=1'-0" <br />2119mT <br />D1 <br />