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2X4 TOP PLATE <br />1/2' DRYWALL <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />Oi-0a <br />FIN. FLR <br />PRE-FAB TRUSS <br />2X4 WOOD <br />STUDS •24' <br />O.C. <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 I6' O.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />a)TYP. INT. WALL ( NON- BRG. ) <br />lllD1 SCALE, 3/4'•I'-0' <br />FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.1.1 <br />ON I}' OSB. SHEATHING <br />OR;' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />— 2x FASCIA PER <br />I -0 <br />TYP. <br />ELEVATIONS <br />O.H. <br />VENTED SOFFIT <br />1 <br />1/2' THICK, 2 COAT PORTLAND— <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />5/8' GYPSUM Et <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 />m PIPE THROUGH BOND BEAM <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 />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS o 24' O.C. <br />8' CMU <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 R905.1.1 <br />ON a' OSB. SHEATHING <br />OR J' CDX 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 />0'-C' FIN. PLR. <br />N W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING N T <br />O E. <br />PER SECTION 905.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />(j)l- STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 SCALE, 3/4'.I'-0' 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 4869 TYPE IV, OR ASTM D <br />6'151 <br />CALLK AID SEAL <br />LK <br />i !' we xEera roa oAs LK <br />EJOD eax <br />�B1 GAS LINE THRU BLOCK <br />A <br />FIBERGLASS SHINGLES <br />OVER -30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.I.I ON a' OS$. <br />SHEATHING OR I' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1'-1. <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 />�♦ ��t <br />1�� <br />♦�5� <br />■�,�■��aiaie <br />�1SALY. STEEL <br />DOOR MAMVJ <br />WOOD JAMID PER <br />REC� VERTICAL TRACK <br />�11APPROVAL <br />I- m <br />by OTwm <br />a GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=I'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS--\ <br />STIFFIBACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRUSS — <br />CONT. 2x RAT RUN SECURED STRUCTURAL DETAILS <br />DETAILS <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 />1/2' THICK, 2 COATS-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR,, <br />8' CMU <br />v <br />a <br />° a. <br />n W/ WINDOW OPENING <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS a 24' O.C. <br />1/2, GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER "3O FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R90511 ON a' 0.6.15. <br />SHEATHING OR 1' CDX <br />PLYWOOD SECURED PER <br />I'-,. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.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 />n TYP. WALL SECTION <br />NO OPENING <br />5 l-STORY GABLE BLOCK WALL <br />D 1 SCALE: 3/4'.I'-C' <br />1/2' THICK, 2 COAT <br />PORTLANO CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CMU <br />0'-0' FIN. FLR <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdosigngroup.eom <br />AA #: 000332E <br />y� <br />NEW <br />o <br />d <br />a <br />s <br />REER <br />SxmDIV. Be X.OT <br />ABBOTT <br />PARK <br />LOT #10 <br />BLK #8 <br />PROJECT# <br />04181.000-10081 <br />moDEIs <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 H EXP. C <br />14 <br />NO <br />A�� <br />DA 04/29/20 <br />SCALE: 1 /4"=1 '- O" <br />SHEET <br />DI <br />