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r <br />2X4 TOP PLATE <br />PLAN <br />PRE -FAD TPLA6 <br />1/2CLG. BOARD <br />1/2' DRYWALL — <br />SECURE BT. — <br />PLATE TO GLAD <br />W/ IOd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />a-®' <br />FIN FLR. <br />2x4 WOOD <br />STUDS •24' <br />or_ <br />SLAB <br />NU I t: 71 UP0 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 />(a:)TYP. INT. WALL ( NON- BRG. ) <br />D1 SCALE: 3/4'•I'-O' <br />FIBERGLASS SHINGLES - <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWDJ.1 <br />ON J' OAJS. SHEATHING <br />OR }' COX 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 />VI' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <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 />/S' GYPGIJI'1 BOAR <br />OR 1/2. NIGH <br />STRENGTH CLG. <br />BOAR <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />4",v. PER ELEVATION <br />TYR <br />O.N. <br />R-4.1 INSULATION —� <br />/////�----�----WINDOW ATTACHMENT <br />�AS PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING—� <br />STRIPS • 24' O.C. <br />6' cm <br />1/2' GYP. W-. BD.--------- <br />WOOD BASE --� <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWb.IJ <br />ON I}' Ob.B. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <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 />40 UAL <br />■N roe •M LOW <br />-sa <br />I <br />2-S GAS LINE THRU BLOCK <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RSOS.IJ ON I' O.S.B. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I'-O' <br />TYP. <br />MTL. DRIP EDGE O.H. <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 <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />IW Twim 2 COAT - <br />I'ORRAD Cwlw <br />RASMIR M"LOD <br />DIR1x:TLY M <br />MA60w <br />0 <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.1'-O' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS-1 <br />STIFFBACK AT ALL U <br />PER STRUCTURAL DI <br />PRE-ENG WD. TOM <br />CONT. 2x RAT RUN 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 />HIGH STRENGTH CLG. BOAR <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURER SPECIFICATIONS <br />,Ix2 P.T. FURRING- <br />STRPS • 24' Or- <br />1/2' GYP. ILL. BD. - <br />WOOD BASE — <br />*VM oaow <br />CPU m <br />D TO FILL <br />pm <br />k RX,L <br />1ioD <br />FIBERGLASS SHINGLES <br />OVER OW FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rwan ON I}' OAJ5. <br />SHEATHING OR � COX <br />PLYWOOD SECURED PER <br />O, FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.W. 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 <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CMU <br />0'-®' FIN. FLR� — _ J� 0-0' FIN. FLR O'-O' FM. FLR � _ ®'-O' FMR . FL <br />n 6. CMU a. <br />a n <br />W/ WINDOW OPENING B TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE; NO OPENING <br />PER SECTION 905.1.1 - FOR ROOF <br />SLOPES A.12 TO LESS THAN 4:12, A <br />4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 Wes' 3/4.r-V' IS REGuRED. 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 4869 TYPE IV, OR ASTM D <br />6151 <br />r5-�1-STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.1'-& <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdosigngmup.eom <br />AA A: 0003325 <br />C <br />• <br />W <br />C <br />aUHDM Se 7A7': <br />ABBOTT <br />LOT #11 <br />BLK #10 <br />P1 o"=T* <br />418 . 00- 1101 <br />MODsIU <br />3EFB <br />"2447- ROBIE" <br />GARAGE EWING: <br />RIGHT <br />PAGE: <br />DETAIL <br />60 MPH EXP. <br />