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2X4 TOP PLATE <br />F <br />PLAUJ <br />_ PRE-FAB TRJS6 <br />V2' CLG BOARD <br />In' DRYWALL T`)Y <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' O.G. <br />MAX <br />0-0. <br />FIN. FLR <br />2X4 WOOD <br />STUDS -24. <br />o_ <br />SLAB <br />rvV lt: 0I UVD IN <br />PARTITIONS SUPPORTING <br />WALL HUNG FLUM51NG <br />FIXTURES AND WALL <br />CABINETS SHALL 5E NOT <br />LE55 THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MOIRE <br />THAN 24' O.G. <br />(2)TYP. INT. WALL (NON—BRG.) <br />21 SCALE. 3/4'•I'-0' <br />FIBERGLASS SPANGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.11. <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 -0 <br />_ TYP. <br />ELEVATIONS <br />O.H. <br />VENTED SOFFIT <br />I f <br />I I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR - <br />. A• <br />9/8' GYFSU'T 5 <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />3 5/8' OR 5 <br />1/2' DRYWALL <br />3/8' TOP <br />CHANNEL (25 <br />GA.) <br />1/2, DRYWALL <br />3 5/8' OR 5 3/8' METAL STUDS <br />24' O.G. 20 GA METAL TO BE <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 5/8. OR 5 <br />CABINETS AND TUB/BHOWER 25 <br />3/8' BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />IN OTHER WALLS. STUDS <br />GAU SECURED <br />TO BE SPACED 16' OC- AT 2ND <br />TO GONG <br />fllWOOD <br />FLOOR WALLS ADJACENT TO <br />FLOOR V 3/4' <br />STAIR IICI 16 AND BATHROOM <br />PAP 4 TO <br />WALLS fill TILE FINISH <br />FL <br />OOR <br />W/ 1/4' WOOD <br />SCREW <br />5OND BEAM - <br />SOLID GROUT <br />W/ (1)- 45 <br />(2) COURSE <br />5' DIA SLEEVE, <br />DO NOT CUT <br />DO NOT CUT <br />THE BOND <br />SEAM <br />REEsARS <br />-FINISH FLOOR <br />1—STORY TYP. INT. WALL 2a PIPE THROUGH BOND BEAM <br />1A METAL STUDS (NON—BRG.) Di SCALE:3/4'FI'-O' <br />D1 SCALE, 3/4'.I'-V <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />R�ERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACI-IMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS 24' O.G. <br />8' CMU <br />1/2' GYP. ILL. BD. - <br />WOOD BASE <br />n W/ WINDOW OPENING <br />ti <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.U. <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 />1/2' THICK, 2 COAT FORT -LAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />m'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS 15 <br />A ENGINEERED PER ASCE -1-16 IN <br />ACCORDANCE WITH F5CR 2020 <br />TTP EDITION, SECTION R301J3 <br />AND 1609.5.1. <br />—,,,-TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO 5E USED FOR THE <br />r�1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH F5CR W5,1.1.1 OF THE F5CR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486'5 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FECR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET 5NLSECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICIGIESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET ON] <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' FIN. FLR�L <br />8' CMU <br />9' <br />Ca" Aw xx <br />ue <br />I p P.c e1.FFK Pole aas L!E <br />ati <br />N' OYl! IL CD. <br />aex:C e.Ae <br />2B GAS LINE THRU BLOCK <br />lGLi� N'•I'� <br />i-2X4 5FF 24' O.C. MAX — <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />-PER STRUCTURAL DETAILS- <br />STIFFEACK AT ALL UPRI&4 <br />PER STRUCTURAL DETAILS <br />PIE-ENG WD. TRUSS <br />CONY. 2x RAT RUN SECURED F'ERJz <br />STRJGTURAL DETAILS J/ <br />SEE ENERGY CODE FORTS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/e' GYPSUM BOARD OR 1/2' <br />NIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS FER <br />MANUFACTURE5 SPECIFICATIONS <br />br2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />1/2' GYP. ILL. 50.- <br />WOOD BASE — <br />IR' TNICK, 2 COAT - <br />PoRrLAm ce'm1T <br />M AGTER APPIL <br />DIIECTLT W <br />MAOCPW <br />r�ALv. <br />U,5—� <br />eTffL <br />vERr1CAL T UCK <br />p MR <br />er nar. <br />aloe <br />PAD1elJm M <br />TRAPRCDUGT CK w.1 t6 <br />A PPleovx Rea <br />s GARAGE DOOR JAMBS <br />Di SCALE: 11/2'=1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER F5CR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />\ `MTL. DRIP EDGE <br />5 2x FASCIA PER <br />Ax. ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI. <br />F'RE-ENG, GABLE TRIM <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />C.'37! <br />}0'-0' FIN. FLR <br />A <br />J-i <br />ROOF SHEATHING THICKNESS 15 <br />~ 'ENGINEERED PER ASCE -w6 IN <br />«.ACCORDANCE WITH F5CR 2020 <br />iTH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />W/ WINDOW OPENING n TYP. WALL SECTION <br />., NO OPENING <br />NOTE: <br />METHOD TO 5E USED FOR THE <br />5Q1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4''I'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH F5CR S05.1.1.1 OF THE FSGR <br />2020 'ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM D486 B TYPE I I I <br />OR TYPE IV UNDERLAYMENT. <br />1 N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .abde lgngroupxom <br />AA #: 0003325 <br />w <br />�d <br />q <br />SXMDIV. Z MV- <br />ABBOTT PARK <br />LOT# 32 <br />BLK. 7 <br />PROJECT# <br />04181.000-32071 <br />MODEIA <br />3EAB <br />"1504—ALLEX" <br />GARAGE SWING}: <br />LEFT <br />PAGE: <br />DETAILS <br />16 M C <br />