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���..�q�-�.r. 2X4 TOP PLATE <br />Rsw T <br />PRE -FAD TRUSS <br />1!Y CLG. 80ARD--/' Z <br />1/2' DRYWALL — , 7-'h- <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ ICd MASONRY <br />NAIL • 32' O:C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS *24' <br />O.C. <br />SLAB <br />NUIt: DIw7 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 IS' O.G. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />�1TYP. INT. WALL (NON— BRG. ) <br />D1 SCALE. <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW51.1 <br />ON J' OAB. SHEATHING; <br />OR }' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER TYP. <br />ELEVATIONS O.H. <br />VENTED SOFFIT <br />f <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8, GYPSUM BI <br />OR IQ' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 05 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />m PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'•1'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-41 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24. O:C. <br />8' CMII <br />I/!' GYP. W-. BD: <br />WOOD BASE — <br />0'-0' FIN. FLR. L <br />a <br />ti. <br />Q' <br />n W/ WINDOW OPENING <br />H <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R9mb.0 <br />ON J' 0.8B. SHEATHING <br />OR i' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />eAuuc i10 ssAL <br />LIE <br />IYnc DriN N#aM LK <br />a'D <br />VMM �eD. <br />woo YN <br />28GAS LINE THRU BLACK <br />lQALeN N'•P•O` <br />FIBERGLASS SHINGLES <br />OVER @30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R9051.1 ON i' O.SB. <br />SHEATHING; OR k CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />—REFERENCE <br />MTL. DRIP EDGE <br />STRUCTURAL <br />2x FASCIA PER <br />ELEVATIONS <br />PRE-�' TRUes <br />VENTED SOFFIT <br />MTL. DRIP EDGE <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x FASCIA PER <br />ELEVATIONS <br />2x P.T. SECURED PER <br />VENTED SOFFIT <br />STRUCTURAL DETAILS <br />1/1' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY 1/2' THIGK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />I <br />4 1—STORY HIP BLOCK WALL (-2)—LAYER:UNDERI.ASYMENT SYSTEM <br />D1 SCALE. 3/4'.1'-V' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6151 <br />I'-m' <br />TYP. <br />ON. <br />Iq' TWM 2 COAT - <br />pomn AIO CR'DNT <br />FLMM AMIM <br />011113 TL7 TO <br />MA60NRY <br />"m <br />:O .� Zm— <br />CORER DEAD <br />v cmu m <br />6TIWC1IRAL role <br />IaesoRCE'®e <br />2.6 YL <br />ATTACNIC TO R.I. <br />CELL M PM <br />PR7011CT <br />AfHlDVAL Dec. <br />seALANr IsoD ; <br />DACIW! <br />a GARAGE DOOR JAMBS <br />D1 SCALE:11/2'•1'-0' <br />2X4 SPF 24' OjC. MAX. <br />SECURE W/ 121 12d NAILS <br />• EA END <br />2x 15LOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES <br />PER STRUCTURAL DETAILS OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />STIFFBACK AT ALL UPRIGW GWEATHING OR CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />--PRE -ENG WD. TRUSS TYP• MTL. DRIP EDGE <br />O.H. <br />PER ELEVATION 2x FASCIA PER <br />IF ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES PRE-ENG. GABLE TRUSS <br />PER ELEVATION DEEP SCREED <br />51' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION I/2' THICK, 2 COAT <br />WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />- <br />a <br />e a <br />a 0 <br />n 14W/ WINDOW OPENING <br />N <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' GYP. ILL. BD. v CMU <br />WOOD BASE <br />0'-0' FIN. RR <br />4 . <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D 1 SCALE. 3/4'.I'-V <br />i <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA N: 0003325 <br />I <br />I <br />b <br />b <br />to <br />E <br />C <br />Wom BUDDIV. de LOT <br />SILVERADO <br />LOT #50 <br />BLK #18 <br />PROJECT <br />04128.001-50181 <br />MODEl,a <br />4EBB <br />" 1828—CALI" <br />GARAGE BMWO: <br />LEFT <br />PA0Z- <br />DETAILS <br />150 MPH EXP, B <br />DATE: 07/27/20 <br />BCALffi: 1/4"=1'-0" <br />BiiEET <br />D1 <br />