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2X4 TOP PLATE <br />14' DRYWALL <br />SECURE DT. — <br />I -LATE TO SLAD <br />W/ Wd MASONRY <br />NAIL a 32' OG. <br />MAX <br />PRE -FAD TMM <br />2X4 WOOD <br />STUDS a24' <br />or. <br />GLAD <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.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />FIN. FLR T S <br />(3�)TYP. INT. WALL ( NON— BRG. ) <br />D 1 SCALE. 9/4'-I'-V' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWDJJ <br />ON J' OZa SHEATHING <br />OR p COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PIE:-ENG TRUSS <br />MTL. DRIP EDGE <br />- <br />2x FASCIA PER TY . <br />TYP. <br />ELEVATIONS ON. <br />VENTED SOFFIT <br />/ <br />1/2' THICK, 2 COAT PORTLAND—J--- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY I <br />0'-0' F. FLR.L <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 />RBARS <br />m PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'.1'-0' <br />easx» mm <br />m" rowan Lx■ <br />- ■o. <br />■ <br />2B GAS LINE THRU BLACK <br />..— <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />FIBERGLASS SHINGLES <br />SYNTHETIC PRODUCT, <br />OVER 030 FELT PAPER <br />INSTALLED PER SECTION <br />OR SYNTHETIC <br />R905.IJ ON I' ObB. <br />PRODUCT, INSTALLED <br />SHEATHING OR k COX <br />PER SECTION R9".0 <br />PLYWOOD SECURED PER <br />ON I}' Oba SHEATHING <br />FASTENER SCHEDULE <br />OR �' COX PLYWOOD <br />S/S' GYPSUM BOARD <br />SECURED PER <br />OR 1/2' HIGH <br />FASTENER SCHEDULE <br />m' <br />STRENGTH CLG <br />TYP. <br />EIOARD <br />REFERENCE <br />MTL. DRIP EDGE <br />ON. <br />STRUCTURAL <br />2x FASCIA PER <br />ELEVATIONS <br />SEE ENERGY CODE FORMS F� <br />PRE-ENG TRUSS <br />INSULATION <br />VENTED SOFFIT <br />REFERENCE STRUCTURAL <br />STRUCTURAL <br />PRE-ENG GABLE TRUSS <br />MTL DRIP EDGE <br />PER ELEVATION <br />WEEP SCREED <br />2x FASCIA PER <br />ELEVATIONS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />VENTED SOFFIT <br />STRUCTURAL DETAILS <br />AS PER MANUFACTURES <br />� SPECIFIGATIONB �o <br />� <br />r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS a 24' O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />S' cm <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />1/2' THICK, 2 COAT <br />I/2' GYP. ILL. <br />PORTLAND CEMENT <br />WOOD BASE ---\PLASTER <br />/— <br />DIRECTLY TO MASONRY <br />a° <br />a <br />a <br />° 4 <br />rAN_WL WINDOW OPENING <br />ti <br />J 0'-V' FN. FLR 0'-0' FM. PLR <br />V cm <br />a <br />n TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />r4—'�1—STORY HIP BLOCK WALL $2) LEA ERIUNDERLAYMEmN'T SYS EM <br />D1 SCALE, 3/4'-I'-C' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GRATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE II, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6151 <br />• <br />W TWLX 2 COAT - <br />FORILMD <br />FLAST■R A Ci'Wto <br />MAGONW To <br />uaaNRr <br />ma <br />cc� MAD <br />V cm s■■ <br />sTRJcrity- "m <br />�ce'is�r <br />a GARAGE DOOR JAMBS <br />\11D1 SCALE: 11/2'•i'-0' <br />Isc ooa■ <br />2X4 SPF 24. Or— MAX <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLCCIGNG 6ETWEEN TRUSSES FIBERGLASS SHINGLES <br />PER STRUCTURAL DETAILS OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R908.1.1 ON J' 0bJ5. <br />STIFFEHACK AT ALL UPRIGHTS SHEATHING OR J'COX <br />71�100ER STRUCTURAL DETAILS A PLYWOOD SECURED PER <br />I.-®. FASTENER SCHEDULE <br />PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE <br />ON. <br />PER ELEVATION 2x FASCIA PER <br />ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS <br />INSULATION R-VALUES <br />PER ELEVATION WEEP SCREED <br />5/&' GYPSUM BOARD OR VU' 2x P.T. SECURED PER <br />NIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION 1/2' THICK, 2 COAT <br />WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RENCE <br />STRUCTURAL <br />1x2 P.T. FURRING <br />STRIPS a 24' O.C. <br />VY GYP. WL. SO. CMU <br />i— WOOD BASE <br />- — 0'-0' FIN. FLR <br />d ° <br />a a <br />a <br />. 4 <br />4 <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALA, 8/4'-I'-C' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 327W <br />PH: 407-174-6078 <br />FAX 407-774-4078 <br />wwwAbdesigngroup com <br />AA #: 0003325 <br />F <br />R <br />o <br />BUBDIV. Is LOT: <br />ABBOTT PARK <br />LOT #37 <br />BLK #9 <br />PIWJWTO <br />04181.000-37091 <br />MODED <br />4EBB <br />"1828—CALI" <br />GARAGE STaNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />2 <br />1 8CAL C. 1/4"=1'-0" 1 <br />D1 <br />