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2X4 TOP PLATE <br />n� Y <br />PRE -FAD TRUSS <br />I/2' CLG. BOARD <br />1/2' DRYWALL — <br />SECURE BT. — <br />PLATE TO SLAB <br />uV 10d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />®'-m. <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024' <br />o.C. <br />SLAD <br />NU I G: 01 Uv.7 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 W O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />TYP. INT. WALL (NON—BRG.) <br />21 SCALE, 3/4'.I'-C' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RSMJ.1 <br />ON J' CAM. SHEATHING <br />OR }' CDX 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 />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />I'-0. <br />TYP. <br />ON. <br />5/6, GYPSIAM B: <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <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 />REBARS <br />r2APIPE THROUGH BOND BEAM <br />D1 SCALE- 3/4'.I'-C' <br />SEE ENEIIIGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />R-4.1 INSULATION <br />UNNDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24. Or— <br />a, CMU <br />1/2, GYP. ILL. DO - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION Rw5.0 <br />ON O)3.C. SHEATHING <br />OR CDX 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 />IR' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR— — — }� 0'-0' FIN FLR <br />a .. <br />a <br />W/ WINDOW OPENING TYP. WALL SECTION <br />a' NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />4 1—STORY HIP BLOCK WALL s )OLPAE ER1UN ERLAAYMETO LESS THNT SYSTEM <br />D1 SCALE, 3/4'.I'-o' 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 11, <br />ASTM D 4S69 TYPE IV, OR ASTM D <br />6-151 <br />OLN <br />P•- LLYN PM GAO LN <br />cu <br />'OTP. U-w <br />2B GAS LINE THRU BLOCK <br />� a•.r.r <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWb.1.1 ON J' O.S.B. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I,_0. <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 />no oALv. steel <br />Ref+ 7RAcx ONM4D OCiCIe <br />by OTWEM <br />�AaTBlD TO plocm <br />TWA= eRACKM <br />ev PRvo= <br />APPAWAL PM <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•I'-0' <br />1 —2X4 SPF 24' OZ. MAX. ---- <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />STIFFBACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE -ENS WD. TRUSS — <br />CONT. 2x RAT RUN SECURED F'ER—// <br />STRUCTURAL DETAILS J/ <br />SEE ENERSY GORE FORMS FOR <br />INSULATION R-VALUES <br />J.PER ELEVATION <br />b/a' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />1/2' THICK, 2 COAT--k— 1/2' GYP. WL. 150.— <br />PORTLAND CEMENT WOOD BASE — <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN FLR <br />a . <br />a' cm ° m <br />4, <br />n W/ WINDOW OPENING <br />ti <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R80b l.I ON a' OAD. <br />SHEATHING OR;' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />C.H. 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'-0' FIN FLR <br />a <br />n TYP. WALL SECTION <br />NO OPENING <br />(5)1—STORY GABLE BLOCK WALL <br />Di SCALE, 3/4'.I'-0' <br />1441 N. RONALD REAGAN SLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-7746078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />C <br />9V8Dm Ae LOT: <br />ABBOTT PARK <br />LOT #18 <br />BLK #10 <br />PROJECT* <br />04181.000-18101 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE aVVMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />