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B 2X4 TOP PLATE <br />PRE-FAB TRJBS <br />Liz' ri n BOAARD <br />1/2' DRTWALL 'TPr <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' O.G <br />MAX <br />FIN. PLR <br />2x4 WOOD <br />STUDS •24' <br />O.G. <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />JETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I/o' O.C. OR, NOT <br />THAN 2xb, WHERE <br />ED NOT MOB <br />1 TYP. INT. WALL NON-BRG. <br />D1 SCALE, 3/4'.1'.0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90511. <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 1 _m <br />ELEVATIONS TYP. <br />O.H. <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. PLR.,_ <br />9/8' GYPSUM BI <br />OR 1/2' HIGH <br />STRENGTH OLG. <br />BOARD <br />3 5*1 OR 5 <br />V1' 7rbnM <br />3/V TOP <br />CHANNEL (25 <br />GA) <br />35/8'OR 5 3/8' ME24'OG. 20 GA ME5'DIA. SLEEVE, <br />INSTALLED DO NOT CUT <br />RECEIVING UPPER/ LOWER 3 SM• OR S REBAR <br />w <br />CABINETS AND TEs/BNOUER 21S <br />GA METAL TO BE INSTALLED , BOTTOMPIPE <br />IN ALL OTHER WALLS. 87=6 e <br />L <br />TO SECURED <br />eE SPACED w' OC. AT 2ND T o BOND SEAM O NOT CUT <br />FLOOR WALLS ADJACENT TO FLOOR WV 3/4' SOLID GROUT THE BOND <br />STAIR WELLS AND BATHROOM PAP 4 TO <br />WALLS W/ TILE FINISH WOOD FLOOR W/ (I)- 5 - BEAM <br />Lill V4' WOOD (2) COURSE REBARS <br />WOOD BASEBOARD- SCREW -- <br />-FINISH FLOOR <br />PIPE THROUGH <br />1-STORY TYP. INT. WALL 2AD1 SCALE. 3/ C*BOND BEAM <br />_ <br />1A METAL STUDS NON-BRG. 4'•r- <br />D 1 SCALE' 3/4'.I'-C' <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 />� r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />8' cm <br />IR' GYP. WL BD: <br />WOOD BASE — <br />• t . <br />n <br />a , 4: <br />. W/ WINDOW OPENING <br />FIBERS-4-488 SHINGLES <br />WITH 11NDERLAYMENT <br />AS PER FBCIR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE -ENS TRUES <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 />0'-01 FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />e ENGINEERED PER ASCE 1-* 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 />NOTE: <br />METHOD TO BE USED FOR THE <br />4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 Ste' 3/4'.r-m' WITDH FMCR 9051EN1.11 FACT EE FBCCR E <br />2020 lTH EDITION IS #4 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 04069 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBER'sLAbb SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 905.1.E <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />S. <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 />1/2' THICK, 2 COAT— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0-0' FM. FLR,I <br />6' cl•w <br />ni wR •u us <br />m. <br />2B GAS LINE THRU BLOCK <br />rxr vr.r.r <br />PP 24' Or- <br />E LLV (V 12d <br />• EA END <br />2x <br />STIFFBACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />f RE -ENS WD. TRUSS — <br />CONT. 2x RAT REM SECURED PER -*"' <br />DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/6' If <br />GYPSUM BOARD OR 1/1' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES 6F'ECIFICATIONS <br />STRUCTURAL <br />1x2 P.T. FURRING - <br />STRIPS • 24' O.G. <br />1/2' GYP. WL. 150 - <br />WOOD BASE — <br />V2' 7WM 2 COAT - <br />raRnAW crsB+r <br />FLAwnm A-mm <br />01411mr w <br />KfAm T <br />,pm <br />as <br />ima <br />3 GARAGE DOOR JAMBS <br />D1 SCALE:11/2'•1'-0' <br />FIBERGLASS 814MGLES <br />WITH UNDERLAYMENT <br />AS PER FRICR 905.U. <br />ROOF SHEATHING <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 />THICKESS AS PER <br />SWEET SNL 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 />P7.7 <br />) TO F" <br />90 <br />k pea <br />MANPJ <br />0'-O' FIN. FLR <br />1 . <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />•:: ,.' ACCORDANCE WITH FBCR 2020 <br />°`• q'• 1TH EDITION, SECTION R301.13 <br />AND 1(P09.5.1. <br />ti 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 />1 SCALE, 3/4'.1'-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR SODA.) OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. JUN <br />• <br />1441 N. RONALD REAGAN BL. <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />ll <br />a <br />a0 <br />sxmDrv. de ]LOT, <br />ABBOTT PARK <br />LOT# 38 <br />BLK. 7 <br />PROJROT# <br />04181.000-38071 <br />MODE2i <br />3EAB <br />"1504—ALLEX" <br />GARAGE awsrrG: <br />LEFT <br />1 PAGE: <br />DETAILS <br />160 MPH ER. C <br />