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PER pig 2x4 TOP PLATE <br />PEA Y <br />PRE -PAD TRUB6 <br />1/2' C.r- BOARD <br />IR' DRYWALL �� '1 • 1 <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' OG. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024' <br />or_ <br />SLAB <br />NUIE: '3TUL;t) 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.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />(:i1TYP. INT. WALL ( NON— BRG. ) <br />DV SCALE, 3/4'.1'-0' <br />FIBER3LAS6 SHINGLES <br />OVER 90 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWS.1.1 <br />ON J' 0.6.15. SHEATHING <br />OR J' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />1 -m <br />TYP. <br />ELEVATIONS <br />OH. <br />VENTED SOFFIT <br />I h <br />I <br />1/2' THICK, 2 COAT PORTLAND <br />I <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />¢/8' GYPSUM BP <br />OR IQ' W*W <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM• <br />SOLID GROUT <br />W/ (I)- +5 <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'•i'-V' <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />.RENCE STRUCTURAL <br />ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTAC 41ENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />8' CMU <br />1/2' GYP. WL. BO.- <br />WOOD BASE — <br />FIN. FLR — ° <br />a. <br />4. <br />4 <br />N W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />OVER O30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R808.L1 <br />ON I}' OAS. SHEATHING <br />OR COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <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 />a <br />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION SM.1.1 - FOR ROOF <br />4 1—STORY HIP BLOCK WALL ()OLAYERIUNDERLAYMENT SYSTEM <br />D1 SCALE, 3/4'.1'-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 486S TYPE Iv, OR ASTM D <br />6151 <br />n:R6"L <br />B GAS LINE THRU BLOCK <br />vr.r e <br />FIBERGLASS SHINGLES <br />OVER B0 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RwS.LI ON a' Obs. <br />SHEATHING OR I' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I..®. <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 />QQi�iTi�i�1 <br />IYn M41 arr nar. Mmr.my o7woo °°oR <br />PA61DW TO mom <br />TRACK aRAOmm <br />nv neooir <br />APPROVAL R!1 <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.i'-0' <br />_2X4 SPF 24' OTC. MAX — <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x SILOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRIG" <br />PER STRUCTURAL DETAILS <br />FRE-ENG WD. TOM <br />CONT. 2x RAT RUN SECURED PER— <br />STRICTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ S/S' GYPSUM BOARD OR 1/2' <br />NIGH STRENGTH CLG. BOARD <br />1/2' THICK, 2 COATy— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR,, <br />t4, <br />a-u <br />N W/ WINDOW OPENING <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ux2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWb.L1 ON },' 0.6.5. <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />OH. 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 />a <br />BB TWALL SECTION <br />NINO O�E <br />r5-�1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'-I'-0' <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />R% LT <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdoslgngroup.com <br />L AA 8: 0003325 <br />a <br />6fill <br />�a <br />U <br />BumEo . a LAT <br />ABBOTT PARK <br />LOT #9 <br />BLK #8 <br />PROJECT* <br />04181.000-09081 <br />MODRU <br />4EBB <br />"1828—CALI" <br />GARAGE BMWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />