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2X4 TOP PLATE <br />PLAN y <br />PRE -PAS TRUSS <br />in, C-& BOAX01--/ - r <br />141- DRYWALL T'"i- <br />SECURE IST. — <br />PLATE TO SLAB <br />Av NDd MASONRY <br />NAIL • 32' Or — <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024' <br />OC. <br />NU I C: 01 ULWO 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 I6' OrC. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />1 TYP. INT. WALL NON—BRG. <br />\Ila1 SCALE, 3/4'.r-0' <br />FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RMS11 <br />ON &' 0.6D. SHEATHING <br />OR }' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATI" <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />}/S' GYPSUM IN <br />OR 1/2' HK"NI <br />STRENGTH CL& <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- "5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2a PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'"I'-0' <br />.SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />--R-4.1 INSULATION <br />L WINDOW ATTAC 4 ENT <br />AS PER MANUFACTURES <br />I--- SPECIFICATIONS <br />i r <br />REFERENCE <br />STRUCTURAL <br />bl2 P.T. PUP RMG - <br />STRIPS • 24. O.C. <br />S' CMU <br />V2' GYP. WL. SO. - <br />WOOD BASE — <br />0'-O' FIN. FLR,L _ <br />a .. <br />'a <br />' 4 <br />W/ WINDOW OPENING <br />FIBERGLA66 SHINGLES <br />OVER "30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R505.0 <br />ON J' Oha SHEATHING <br />OR k CDX PLYWOOD <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 />VY THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' PIK FLR <br />e ' <br />B TYP. WALL SECTION <br />If NO OPENING NOTE; <br />PER SECTION 5051I - FOR ROOF <br />SLOPES 2:12 TO LESS THAN —", A <br />41—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />SCALE, 3/4'.r-V' IS REQUIRED. FOR ROOF SLOPES <br />OF 4.12 OR GREATER, (U LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 48613 TYPE Iv, OR ASTM D <br />6151 <br />CII W LN <br />B GAS LINE THRU BLOCK <br />vr.r. <br />FIBERGLASS SHINGLES <br />OVER *30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWb.LI ON I' O.6a <br />SHEATI-IING OR k CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE -ENS. GABLE TRU66 <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />H' TNO( 2 COAT - <br />PORTLAND C04W <br />FLA M M,FLIAD <br />DIII[C7LT TO <br />M4l*Wf <br />HIDDIx:T <br />A/PIIDVAL R1fi <br />A' CFO m <br />ATAIlCTIMAL POI! <br />RlNgRommw <br />,I,y P.T. up <br />ATTACAW TO PLL <br />CALL A! /RAIL <br />A}rFWVAL Imo& <br />ar <br />s GARAGE DOOR JAMBS <br />D1 SCALEI I1/2'"1'-0' <br />2x BLOCKMG BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS--\ <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRUSS <br />STRUCTURAL 2x RAT J SECURED PER� <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />H*H STRENGTH CLO. BOARD <br />1/2' THICK 2 COAT�� <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />• .. <br />S' CMU a <br />d. <br />..4 <br />i W/ WINDOW OPENING <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS, • 24' OC. <br />1/2' GYP. WL.130 - <br />WOOD BASE— <br />FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RwSJ.1 ON J' 0.6a <br />SHEATHING OR;' CDX <br />PLYWOOD SECURED PER <br />m, FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />Okl. 2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />\—PRE-ENS. GABLE TRUSS <br />WEEP SCREED <br />\-2x P.T. SECURED PER <br />6TRUCTURAL DETAILS <br />BeWALL NO OPENING SECTION <br />NO O <br />5 1—STORY GABLE BLOCK WALL <br />.� SCALE, 3/4'0-90' <br />V2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0 <br />0'-0' FIN, FILM <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-77407078 <br />FAX:407-774.4078 <br />www.abd"d0lroup.com <br />AA 8: 0003325 <br />all <br />0 <br />MOM a, <br />L+DTi <br />ABBOTT PARK <br />LOT #5 <br />BLK. #8 <br />PXOJWT — <br />05082 <br />21[ODmu* <br />4EBB <br />"1828—CALL" <br />GARAGS BWDM: <br />RIGHT <br />PAGL': <br />DETAILS <br />160 MPH EXP. C <br />1 ■CALIL: 1/4-=1'-0"' 1 <br />D1 <br />