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2X4 TOP PLATE — <br />R� T <br />PRE -FAD TRUSS <br />IR' CLG. DOARD <br />La' DRYWALL --t T` r <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL s 32' Or — <br />MAX <br />FIN. FLR <br />2x4 WOOD <br />STUDS 024. <br />oc. <br />SLAD <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 1(p' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />TWAN 7A' e!)[. <br />TYP. INT. WALL ( NON— BRG. ) <br />D1 SCALE: 3/4'•1'-0' <br />FIBERGLASS 9HINGLEB <br />OVER B0 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.Li <br />ON J' O.S.B. SHEATHING <br />OR p CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE e <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER I y <br />TYP' <br />ELEVATIONS OH. <br />— <br />VENTED SOFFIT <br />I I <br />I I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8' GYPSUM lu <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/ (l)- «5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REARS <br />m PIPE THROUGH BOND BEAM <br />Di SCALE:3/4'•I'-C' <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 />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIM • 24' O.C. <br />8' CMU <br />1/2, GYP. WL. W.- <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 J' OUb.5. SHEATHING <br />OR;' COX PLYWOOD <br />SECURED PER <br />FASTENER SOHEDULE <br />STRUCTURAL <br />PRE -ENS TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/1' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />a-0' FIN. FLR _ _ . _ 0'-C' FIN. FLR <br />L4j <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />! NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />Di SCALE, 3/4'•I'-V' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, lU LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 486% TYPE IV, OR ASTM D <br />6i51 <br />M IOR 4N LN <br />w. <br />28 GAS LINE THRU BLACK <br />wua ur— <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON J' O.SB. <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />11.1. <br />TYP. <br />MTL. DRIP EDGE O.H. <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 />III <br />!4 � ♦ 4�.4� 10����0�1�TiO�00��iTiO�,. <br />Doaerw�r� <br />.t=Tj <br />O <br />aAI.V. eTeeL OVEMEAD DOOR <br />IRS& VORTICAL TRACK BY Orwm <br />DY M4i. <br />RAOTEWD TO <br />TPA= DRACKM <br />uv P op= <br />ATROVAL 10a <br />s GARAGE DOOR JAMBS <br />Di 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 UPRIGHTS <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRUSS <br />CONT. 2x RAT RUN SECURED PER - <br />STRUCTURAL 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 COAT—J__ <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR < <br />a' cm <br />ti. <br />,a <br />W/ WINDOW OPENING <br />el <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.O. <br />1/2, GYP. WL. W. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.I.1 ON J' O.SB. <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />m. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.H. 2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRIM <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 />m <br />0'-0' FIN. FLR <br />71 <br />TYP. WALL SECTION <br />�P N�O OPENING <br />r5-�l—STORY GABLE BLOCK WALL <br />D 1 SCALE: 3/4' • 1'-0' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32780 <br />PH: 407-774A078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA A: 0003326 <br />av2aa:v ae IAT: <br />ABBOTT PARK <br />LOT #11 <br />BLK #15 <br />PROJECT* <br />04181.000-11151 <br />MODRU <br />4EBB <br />"1828—CALI" <br />GARAGE 8`1111 JG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DATE'. 09/Ol/20 <br />ISCALE: 1/4"=l'-0" <br />SHEET <br />D1 <br />