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2X4 TOP PLATE <br />PLAN <br />PRE-FAB TRUES <br />V2' CLG. BOARD <br />V2' DRYWALL -tom TJ'I- <br />SECURE ST. - <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />11.0. <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024. <br />O.G. <br />SLAS <br />DARTITIONS SUPPORTING <br />UALL HUNG PLUMBING <br />:IXTURES AND WALL <br />:ABINETS SHALL BE NOT <br />-ESS THAN 2x4, WHERE <br />WACED NOT MORE <br />KHAN I6' O.G. OR, NOT <br />-ESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />rHAN 24' O.C. <br />TYP. INT. WALL ( NON—BRG. ) <br />D1 SCALE, 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI' SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS/ <br />MTL. DRIP EDGE J/ <br />2x FASCIA PER <br />ELEVATIONS rYP. <br />OJ-I. <br />VENTED SOFFIT <br />r <br />I � <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/S' GYPSUM Bl <br />OR 1/2' HIGH <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 />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS s 24' O.C. <br />H' CMU <br />1/2' GYP. WL. ISD.- <br />UIOOD BASE — <br />O'-0' FIN. FLRIL _ <br />a , <br />a <br />ti. <br />ti <br />a <br />° 4. <br />n W/ WINDOW OPENING <br />H <br />35/8'OR5 <br />1/2' DR7W,gLL <br />3/8' TOP <br />CHANNEL (25 <br />GA) <br />1/2' DRYWALL <br />3 5/0' OR 5 3/8' METAL STUDS <br />24' OG. 20 GA METAL TO BE <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 5/8' OR 5 <br />CABINET$ AND TUB/SHOWIER 25 <br />3/S' BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (2S <br />IN ALL OTHER WALLS. STUDS <br />GA) SECURED <br />TO BE SPACED I8' O.C. 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 />11,1Opp FLOOR <br />W/ 1/4' WOOD <br />SCREW <br />�-FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />12METAL STUDS NON—BRG. <br />D 1 SCALE, 3/4'.I'-C' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR S05.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />I: lr-wr!}L7F 7•q <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 />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />�n1 TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'•1'-0' 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 0226 <br />TYPE II OR ASTM 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />PO. GA! LK <br />r21GAS LINE THRU BLOCK <br />.GAI.lVl•.I'i' <br />FISERCaLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W51J. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA F'ER <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 />e' CMU <br />V <br />- <br />Mvel =:7RAGx `O,,�qp Dose <br />Ma <br />DY MNF. I MN DY OTHER! <br />PAGTEHED TO <br />ROD <br />TRACK <br />FRoCU;T ra <br />AP-MOVAL RiM <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=1'-0' <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENTSECURE W/ (2) 12d NAILS AS PER FBCR S05A. <br />• EA END ROOF SHEATHING <br />2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />PER STRUCTURAL DETAILS SHEET SECURED <br />PER <br />FASTENER SCHEDULE <br />7t <br />:STI <br />FFBACK AT ALL UPRIGHTS <br />R STRUCTURAL DETAILS <br />MTL. DRIP EDGE <br />PRE -Ewa WD, TRUSS 2x 2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT " SECURED PER <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR WALL SHEATHING <br />INSULATION R-VALUES THICKNESS AS PER <br />PER ELEVATION SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />5/S' GYPSUM BOARD OR 1/2' ON SHEET BNI. <br />HIGH STRENGTH CLG, BOARD PRE-ENG. GABLE TRUES <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4J INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />I/2' GYP. WL. BD. - <br />WOOD BASE— <br />m <br />J * _ 0'-0' FIN. RR <br />e a. <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />a .. 1T'H EDITION, SECTION R301.13 <br />AND 16o!Isl <br />W/ WINDOW OPENING n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />��1—STORY GABLE BLOCK WALL METHOD TBE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALE. 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 130511.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />i44i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />` <br />Wy{ <br />r <br />4 <br />[ <br />x <br />6 <br />O <br />1 <br />� <br />1 <br />y <br />a <br />D <br />C <br />F <br />It <br />avHDly a� IAT: <br />ABBOTT PARK <br />LOT #12 <br />BLK #14 <br />PHASE #4C <br />PROJECT* <br />04181.04C-12141 <br />1[ODELt <br />4EAB <br />"1672—ARIA" <br />GARAGE AWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />A ABOUCHACRA <br />AR NO 93723 <br />DAPS: 02/07/22 <br />8CALE: 1/4"=1'- 0" <br />8*EM= <br />D1 <br />