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PER cr+e� 1 2X4 TOP PLATE <br />PRE -FAD TRUSS <br />1,12' 'm BOARD <br />In' DRYWALL <br />SECURE BT. - <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' Or - <br />MAX <br />FIN FLR. <br />2X4 WOOD <br />STUDS •24' <br />oa. <br />BLAB <br />N011=: * I UL7D 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 Ib' O.C. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />(1)TYP. INT. WALL (NON—BRG.) <br />21 SCALE, 3/4'.1'-& <br />FIBERGLASS 1114MI-55 <br />OVER "30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.1.1 <br />ON J' O.S.B. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER 1-m <br />TYP' <br />ELEVATIONS O.N. <br />. <br />VENTED SOFFIT <br />I � <br />i I <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />¢/S' GYPSUM IN <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' OZ. <br />B' CMU <br />1/2' GYP. U.L. BD: <br />WOOD BASE — <br />V DIA SLEEVE, <br />DO NOT CUT <br />FE <br />ec D REAM NOT CUT <br />SOLID 6"OUT THE BOND <br />ICU (1)• 'S _ EEal <br />(2) COURSE REDAM <br />PIPE THROUGH BOND BEAM <br />SCALE, 3/4'•I'-O' <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWS.0 <br />ON }' O.S.B. SHEATHING <br />OR }• CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELENS VATIO <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2B GAS LINE THRU BLOCK <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.1.1 ON J' O.S.B. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <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 />In' THICK 2 COAT, <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />I' -0' <br />TYP. <br />Wl <br />a GARAGE DOOR JAMBS <br />D1 SCALE: I1/2'.1'-0' <br />2X4 SPF 24' Or— MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES <br />PER STRUCTURAL DETAILS OVER 30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905).1 ON J' O.SB. <br />STIFFBAGK AT ALL UPRK.NITB SHEATHING OR }' COX <br />71�IPEIR STRUCTURAL DETAILS PLYWOOD SECURED PER <br />r-m FASTENER SCHEDULE <br />PRE-ENG WD. Tim" TYP. <br />ox MTL. DRIP EDGE <br />PER ELEVATION 2x FASCIA PER <br />Ir <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/B' GYPSUM BOARD OR In' 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />In' T14ICK 2 COAT <br />MAN INSULATION H.'.H PORTLAND PLAST CEMENT� <br />WINDOW ATTACHMENT AS PER <br />DIREC <br />MANUFACTURES BPEGIFICARY <br />TIONB PLASTER APPLIED <br />STRUCTURAL <br />IX2P.T. FURRING STRIPS <br />—•}�`,) I / <br />STRIPS • 24' O:C.. 1 �` <br />VU' GYP. WL. DD. • cm <br />WOOD BABE <br />FIKFLRL — _ 0'-01 FIN. FLR 0'-0' FIN. FLR — 0'-0' FM. FLR <br />e• CMU <br />a a <br />W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING BALL SECTION <br />l�J N�O OPENINGS NOTE= NO OWNING <br />PER SECTION 905.I.1 - FOR ROOF <br />TO LESS THAN 4:12, A <br />5 1—STORY HIP BLOCK WALL (2)LOPES <br />ER1UN ERLAYMENT SYSTEM 6 1—STORY GABLE BLOCK WALL <br />D1 SCALE. 3/4'"I'-o' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.I'-0' <br />OF 4:12 OR GREATER, (1) 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 />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774607E <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />L AA A: 0003325 J <br />Y <br />R <br />d <br />a <br />itmDIV. de LOT: <br />ABBOTT PARK <br />LOT #1 <br />BLK. #9 <br />PROJECT* <br />04181.000-01091 <br />MODELS <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 81IIMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 NN EXP. C <br />ND A. <br />AR N <br />DAR� 8/15/20 <br />SCALE: 1/4"=1'-0" <br />8*1zw <br />D1 <br />