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2X4 TOP PLATE <br />PLAN y <br />PRE -FAD TRUSS <br />1/1' CLG. DOARD <br />1/1' DRYWALL <br />SECURE SIT. - <br />PLATE TO SLAD <br />W/ 10d MASONRY <br />NAIL G 32' O.G. <br />MAX <br />FRL FLR <br />2X4 WOOD <br />STUDS 024' <br />o_ <br />GLAD <br />MUTE: STUDS IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' O.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />TYP. INT. WALL NON—BRG. <br />BCALE: 3/4' • I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 905.IU. <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 <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />S/V GYPSUM B< <br />OR 1/2' I41014 <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- e5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />S."�PEIIFPE THROUGH BOND BEAM <br />SCALE: 3/4' • I'-0' <br />.SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />`—WIND INSULATION <br />WIND <br />�LJ,`1�V11� OW ATTACFR'IENT <br />SPECIFICATIONS <br />PER MANUFACTURES, <br />6PECIFIGATIONB <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24. O.C. <br />a' CMU <br />I/2' GYP. ILL. BD. <br />WOOD BASE <br />0'-0' FIN. FLR.L <br />c <br />a <br />a q <br />n W/ WINDOW OPENING <br />N <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUSS <br />MTL. DRP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLA40 <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />e <br />n TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION FBCR W5.1.1 - FOR <br />4 1—STORY HIP BLOCK WALL 4:R122,, A (2)) LAYER UNDERLAYMENT <br />SCALE: 3/4'-P-0' SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER (1) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />D226 TYPE II, ASTM D 486'3 TYPE <br />IV, OR ASTM D 6151 <br />MGM <br />FOOD= _ GALY, G78LL `ov81Yla4O Dose <br />APFVWVAL wI. y � ne4c�c my oTwm <br />PA&MNW TO mL <br />ROMTRAax DRACKM <br />APFROVAL PM <br />2B GAS LINE THRU BLACK s GARAGE DOOR JAMBS <br />— r+ SCALE: 1 1/2'.1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 905.U. <br />ROOF 814EATHM <br />THICKNESS AS PER <br />SHEET SNI. 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 />i 2X4 SPF 24' Or— MAX.----N <br />SECURE W/ (2) 12d NAILS <br />G EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS <br />GTFFBACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />iAx PRE-ENG LLD. TRUSS <br />CONT. 2x RAT RUN SECURED PER/ <br />STRUCTURAL DETAILS ./ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/&' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />1/2' THICK, 2 COAT-y <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />e. <br />a' cm a <br />q: <br />n W/ WINDOW OPENING <br />H <br />R-4U INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES, SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />dx2 P.T. FURRING <br />STRPS • 24' Or — <br />In, GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNOERLAYMENT <br />AS PER FBCR WSA. <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 />THICKNESS, AS PER <br />SHEET ON]. SECURE PER <br />FASTENER SCHEDULE <br />ON 814EET SNL <br />PRE-ENG.GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />CMU <br />0'-0' FIN. FLR <br />B TYP. WALL SECTION <br />NO OPENING <br />�1—STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL <br />SCALE: 3/4'•1'-C' <br />A It C N I T 19 T8 <br />GroWo <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32780 <br />PH: 407a746078 <br />FAX: 407-7744078 <br />www.abdosigngmup.com <br />N: 000332890 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />8439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33S34 <br />PH: 8134MG-2628 <br />FAX: 813.686&2802 <br />DIIIINIIt3 <br />