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2X4 TOP PLATE <br />I1/2' CLG. <br />W DRYWALL <br />SECURE DT. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' OC. <br />MAX <br />FIN. FLR <br />PRE -FAD TRUSS <br />2X4 WOOD <br />STUDS 024. <br />CO. <br />SLAB <br />NOTE: 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 />(a1TYP. INT. WALL (NON—BRG.) <br />D1 SCALE, 3/4'•1'-0' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWD.1J <br />ON J' Oba. SHEATHING <br />OR k COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />s <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />0 <br />TYP. <br />ELEVATIONS <br />o�. <br />.-. VENTED SOFFIT <br />1 1 <br />1/2' THICK 2 COAT PORTLAND—L— <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FmR <br />5/8• GYPSUM Ex <br />OR 1/2' WOW <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (t)- "5 <br />(2) COURSE <br />'DO NOT CUT <br />THE BOND <br />BEAM <br />RESARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'.I'-V' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES, <br />REFERENCE STRUCTURAL <br />R-4J INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATICNS <br />STRUCTURAL' <br />Ix2 P.T. FURRING — <br />STRIPS • 24. OC. <br />a' CMU <br />1/2'GYP. WL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />OVER -30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R805.IJ <br />ON Oba. SHEATHING <br />ORCOX PLYWOOD <br />SECURED PER <br />FASTENER 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 />0'-0' FIN. FLR <br />n <br />n .. <br />a <br />e u <br />4 <br />ti W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 SCALE. 3/4'.1'-0' 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 II, <br />ASTM D 4069 TYPE IV, OR ASTM D <br />6151 <br />rK <br />n SLUM pm am HAO <br />cm <br />mo w <br />2B GAS LINE THRU BLACK <br />a•.re <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT. <br />INSTALLED PER SECTION <br />R805.0 ON j' Oba. <br />SHEATHING OR k COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />11.0. <br />TYP. <br />MTL, DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT —I/ <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR a _ 0'-C' FIN. FLR <br />8' CMU m <br />n .. <br />a <br />.a <br />4 <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />N' TWICHC 7 COAT - <br />PORMAIC COMW <br />FLAGIM A1TLflv <br />o11tCTLY TO <br />MAEOMeY <br />REQ <br />COLOR OIAD <br />E em m <br />a1RIcnv"L mm <br />:r I.S. wo <br />ATTACHED TO F" <br />CELL AS FER <br />AF"IWAF1•1wD <br />:T <br />VK REQ <br />a GARAGE DOOR JAMBS <br />D1 SCALE:I1/2'.I'-V' <br />/2X4 SPF 24' OC. MAX. <br />SECURE W/ (2) 1NAILS, <br />• EA. END <br />2x EILOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES <br />PER STRUCTURAL DETAILS OVER SO FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON J• Oba. <br />7 <br />STIFFDACK AT ALL UPFUG414 SHEATHING OR I' COX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />0. FASTENER SCHEDULE <br />PRE-ENG WD.TRUSS TYP. <br />O.W.MTL. DRIP EDGE <br />PER ELEVATION 2x FASCIA PER <br />ELEVATIONS <br />C414T. 2x RAT RUN SECURED <br />SEE ENERGY DETAILS <br />LVENTED SOFFIT <br />ENERGY CODEFORMS POR� <br />INSULATION R-VALUES PRE-ENIG-C'ABLE TRIM <br />PER ELEVATION WEEP SCREED <br />5/8. GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />H1 STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4J INSULATION 1/2' THICK, 2 COAT <br />WINDOW ATTACHMENT AS PER PORTLANO CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FENCE <br />STRUCTURAL <br />ix2 P.T. FURRING <br />STRIPE • 24' O.C. <br />1/2* GYP. ILL. BD. <br />i-- WOOD BASE <br />�511-STORY GABLE BLOCK WALL <br />D 1 SCALE. 3/4' •1'-& <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32760 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />1 <br />ck <br />q <br />� <br />� <br />333 <br />z <br />w <br />0 <br />a <br />g <br />b <br />lauumv. aw Zo'r <br />ABBOTT PARK <br />LOT #5 <br />BLK #15 <br />pitoizc'4181.06-05151 <br />0 <br />MODE; <br />1406" <br />"DAKOTA" <br />GARAGE SWINO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH C <br />