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2X4 TOP PLATE <br />PRE -FAD TRUSS <br />VY TMIGK 2 COAT <br />eas®ee�Ao <br />Y CI'LI aE! <br />in. Q.G. BOARD <br />PLA T <br />aTRACTUF,L FBI! <br />R{NP016V1� <br />0"4111 LT TO <br />MAGO W <br />bo P.T. YD <br />NOTE: STUDS IN <br />5' DIA. SLEEVE, <br />�LACHM T FILL <br />AD MIX <br />PARTITIONS SUPPORTING <br />DO NOT CUT <br />Rta. <br />1/2' DRYWALL <br />WALL HUNG PLUMMIM <br />REBAR <br />CA"AroamA <br />GIALANT <br />FIXTURES AND WALL <br />PIPE <br />SACKIIN <br />Wu^MGTN' <br />CABINETS SHALL BE NOT <br />Mouwm ALL <br />LESS THAN 2x4, WHERE <br />BOND BEAM <br />O NOT CUT <br />�M, <br />SPACED NOT MORE <br />SOLID GROUT <br />THE BOND <br />60LV STRI <br />SECURE er. <br />2xa weaD <br />8=6 024• <br />THAN 16' O.G. OR NOT <br />W/ (U- '5 _ <br />BEAM <br />m'en•. u ew <br />woo ww <br />f-Al�TOODD TO <br />w000 aatis Pale <br />PLATE TO 6LA6 <br />W/ I®a MASONRY <br />\d <br />LESS THAN 2x6, WHERE <br />(2) COURSE <br />REBARS <br />AF"FWV'f ovoinCAL ALV.67� <br />� ava <br />°OOR <br />erOTM" <br />NAIL • 32' Oc <br />SPACED NOT MORE <br />`,. <br />BY <br />FA MAP. TO�x <br />MAX <br />THAN 24' O.C. <br />r �°' ACIUM , <br />r-GOING. GLAD <br />_.. <br />APPPSOVAL PM <br />m'-m <br />A. <br />FN. FLR <br />(2)TYP. INT. WALL NON—BRG. <br />D 1 SCALE: 3/4•.I'-m' <br />FIBERGLASS SHINGLES <br />OVER -M FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.1.1 <br />ON J' O.S.B. SHEATHING <br />OR }• COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />` <br />2x FASCIA PER i -0 <br />TYP. <br />ELEVATIONS ON. <br />VENTED SOFFIT <br />I f <br />� <br />I <br />1/2' THICK, 2 COAT PORI LAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'•1'-0' <br />¢/S• GYPSUM E <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />.RENCE STRUCTURAL <br />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 />8' cm <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWb.0 <br />ON I}' O.S.B. SHEATHING <br />OR;' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <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 />2B GAS LINE THRU BLACK <br />ICAU, WWW <br />FIBERGLASS SHINGLES <br />OVER rM FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R9®5JJ ON i' Obb. <br />SHEATHING OR J' 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 />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />P". <br />TYP. <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: <br />2X4 SPF 24' O.C. MAX <br />SECURE W/ (2)12d NAILS <br />• EA. END <br />2x BLNG OCKIBETWEEN TRUSSES FIBERGLASS SHINGLES <br />PER STRUCTURAL DETAILS OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.1.1 ON I}' Ob.6. <br />STIWDACK AT ALL UPRfGA SHEATHING OR J' COX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />1�_m. FASTENER SCHEDULE <br />PRE-ENG WO. TRUSS TYP. <br />MTL. DRIP EDGE <br />Off. 2 <br />PER ELEVATION x FASCIA PER <br />ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS J/ VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES PRE-ENG GABLE TRUSS <br />PER ELEVATION WEEP SCREED <br />S/S• GYPSUM BOARD OR In' 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION 1/2' THICK, 2 COAT <br />WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />AN MUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />REFERENCE <br />STRUCTURAL <br />ix2 P.T. FURRING <br />STRIPS • 24' O/C. <br />1/2' GYP. WL. Do, S, Cr1U <br />�— WOOD BASE <br />0'-0' FIN. FLR_ _ ° ° _ 0'-0' FM. FLR 0'-0' FIN. FLR < ° _ 0'-0' FIN. FLR <br />D a <br />cl•Itl m <br />,a <br />W/ WINDOW OPENING B TYP. WALL SECTION CA-)W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE: NO OPENING <br />PER SECTION W5.1.1 - FOR ROOF <br />TO LESS THAN 4:12, A <br />4 1—STORY HIP BLOCK WALL (2) LA ERLOPE$ 2:IUNDERLAYM NT SYSTEM 5 1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4•.I'-V' IS REQUIRED. FOR ROOF SLOPES D1 SCALE: 3/4'•I'-V' <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6151 <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32780 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA M: 0003325 <br />rc <br />ro <br />rn <br />y7yY�� <br />U <br />c <br />a <br />" <br />t <br />avaa:v. ae LOT: <br />ABBOTT PARK <br />LOT #14 <br />BLK. #8 <br />PROJECT# <br />04181.000-14081 <br />MoDmp <br />1408" <br />"DAKOTA" <br />GARAGE BWU 4G: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH M. C <br />