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2X4 TOP PLATE <br />PRE -FAD TRUSS <br />V2' CLG DOARD <br />1/2' DRYWALL —� <br />Ift-ATE TO STUI:6 *24 <br />W/ 10dMNAIL a � I r' wOOD <br />MAX <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.C. <br />FIN. PLR T � ' 4 <br />(a)TYP. INT. WALL (NON-BRG.) <br />Dl SCALE, <br />PIEUERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWDJJ <br />ON J' O.SD. SHEATHING <br />OR i' 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 />I'-0' <br />TYP. <br />O.H. <br />112' THICK, 2 COAT PORTLAND—Y' <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRL j <br />v— <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 05 <br />(2) COURSE <br />DO NOT GUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'.I'-& <br />5/8, 6T= BOARD <br />OR 1, HIGH <br />STRENGTH CLG. <br />BOARD <br />EE ENERGY CODE FORMS <br />18ULATION R-VALUES <br />EFERENCE STRUCTURAL <br />i` INSULATION <br />WIND <br />ILJ,VIV I� WINDOW ATTACHMENT <br />SPECIFICATIONS <br />PER MANUFACTURES <br />BPECIFIGATIONB <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />S' Cm <br />1/2' GYP. ILL. BD. <br />WOOD BASE <br />P15ERGLA68 SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNT14:TIC <br />PRODUCT, INSTALLED <br />PER SECTION R505.1.1 <br />ON 1}' OAJ5. SHEATHING <br />OR CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />�h- j TF <br />PRE-ENG TRUSS <br />MTL. DRP 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 />_ 06 0'-0' FM. FLR <br />a .. <br />e _ <br />Q <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />NO OPENING NOTE. <br />PER SECTION S05.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />(1)1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />1 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 P226 TYPE 11, <br />ASTM D 486-3 TYPE IV, OR ASTM D <br />6151 <br />ux 4 sm. <br />M POR OM Loa <br />sm <br />28 GAS LINE THRU BLOCK <br />KCAL , N'.M1 <br />FIBERGLASS SHINGLES <br />OVER A30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWS.L1 ON I}' OSJ5. <br />SHEATHW. OR j' CDX <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 -ENS. GABLE TRJ88 <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />14' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />AFFRWAL IM& V Ffr-41�L TRAac <br />MST6iO TO <br />TRA= RRACK" <br />w FROOUCT <br />APPROVAL REQ <br />s GARAGE DOOR JAMBS <br />Dl SCALE: 11/2*-1'-0' <br />i-2X4 SPF 24' O.C. MAX. - <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUE <br />—PER STRUCTURAL DETAIL <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRU88— <br />CONT. 2x RAT RUN SECURED PER <br />—�� <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. BOARD <br />R-43 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURER SPECIFICATIONS <br />bc2 P.T. FURRING — <br />STRIPS • 24' O.G. <br />1/2'GYP. WL. DO. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />OVER °30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWDJJ ON J' O.S.B. <br />SHEATHING OR k COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />ON. 2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />\-2x P.T. SECURED PER <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CMU <br />N. FLR _ 0'-0' FIN. FLR <br />a. <br />8' CMU a <br />m .. <br />a <br />N <br />4' <br />(;-W/ WINDOW OPENING n TYP. WALL SECTION <br />D NO OPENING <br />a)l-STORY GABLE BLOCK WALL <br />21 SCALE, 3/4'-1'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA#:0003326 Jdll <br />Y <br />C <br />rr <br />O <br />i <br />1.4 <br />ausDIV aLor. <br />ABBOTT PARK <br />LOT #21 <br />BLK #8 <br />PROJECT# <br />04181.000-21081 <br />MODEL& <br />4EWB <br />"1499—FREEPORT' <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 H E C <br />OCT <br />DATE: 10/15/20 <br />SCALE: 1/4"=l'—O" <br />9*ErxT <br />1110. D1 <br />