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2X4 TOP ATE <br />PRE -PAD TRUSS <br />IR' CLG. 1911AID—l' <br />. V2' DRYWALL <br />A <br />s <br />SECURE SIT. BTUD� 4• <br />PLATE TO BLAB 6TU <br />W/ NSd MASONRY <br />Ora <br />NAIL • 32' O.C. <br />MAX I t <br />SLAB <br />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' OZ. <br />FIN. FLR Y � I I4 <br />(1)TYP. INT. WALL (NON—BRG.) <br />D 1 SCALE. 9/4' • I'-o <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RS OJJ <br />ON I}' O,SUS. SHEATHING <br />OR k COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRJSSJ/ <br />MTL. DRIP EDGE J <br />2x FASCIA PER I -0' <br />ELEVATIONS TYP. <br />ON. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND— <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR� <br />5/8' GYPSUM d <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />R-4.1 INSULATION — <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />8' cm <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />q . <br />,a <br />° q <br />n W/ WINDOW OPENING <br />n <br />D' PIA SLEEVE, <br />DO NOT OJT <br />IFE <br />mom DCAM MOT CUT <br />SOLID GROUT WE MCNO <br />UV [I).'S BEAM <br />(2) COURSE - REDARS <br />/DiNPIPE THROUGH BOND BEAM <br />8c um 3/4'.Y-aM <br />FIBERGLASS SHINGLES <br />OVER W PELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWS.I.I <br />ON Oha SHEATHING <br />OR COX 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 />0'-0' FIN. FLR <br />a' <br />B TYP. WALL SECTION <br />le NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />LE , A <br />(1)1—STORY HIP BLOCK WALL (2)SLOPELAYERS2:12 UNDETORLAYMENTSSTHAN 4SY:12STEM <br />•� SCALE, 3/4'.I'-1V' IS REQUIRED. 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 486S TYPE IV, OR ASTM D <br />6151 <br />AV ON& <br />rn SAVA ray Du LN <br />,cm <br />T GT•. VL W. <br />DOD DYs <br />2B GAS LINE THRU BLACK <br />eAu, w .re <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.1.1 ON J} OAZ. <br />SHEATHING OR I' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1,_m. <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 />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />UY Dom t COAT - <br />FORTLMD caMNT <br />PLAITIR APRam <br />Daollmy TO <br />M/iacmw <br />PRODUCT <br />APPROVAL Rao <br />c4mwmm MEAD <br />E CT l!M <br />► xOR <br />I!DlCIit fop ML CalalNT <br />2.6 1".w <br />ATTACWMD TO I" <br />CDl AS FM <br />APT7OVAL Ilm <br />saALAMT I <br />MOOR laoD <br />MATWM I M <br />MMAOM ALL <br />AIC{ap (DY <br />DOOR MA"J <br />Or OTIM <br />a GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'■I'-V <br />_2X4 SPF 24' O.C. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS-- <br />STIFFEA4CK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS <br />CONT. 2x RAT RUN SECURED PER—/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />J.PER ELEVATION <br />S/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />V2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RwS.I.I ON J' oza <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />I'-m• FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />CA. 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 />Cm <br />K FLR — 0'-0' FN. FLR <br />a . <br />a, cram ti q <br />,a <br />4 <br />H W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />/"1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA 8: 0003328 <br />E <br />g <br />6 <br />b <br />o <br />avaDiv as Loz': <br />ABBOTT PARK <br />LOT #39 <br />BLK. #9 <br />Ppionm i <br />04181.000-39091 <br />MODLL- <br />4EHB <br />"2605— HAYDEN" <br />OARAGZ 8WING: <br />RIGHT <br />PAGZ: <br />DETAILS <br />160 MPH EXP. C <br />