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yPERq.e�1 2X4 TOP PLATE <br />PEA r Y <br />VI' CLG. BOARD <br />1/2' DRYWALL <br />SECURE BT. <br />PLATE TO SLAB <br />W/ 10d MASONRY lo <br />NAIL • 32' OG. <br />MAX <br />FIN. FLR <br />PRE -FAD TRUSS <br />2X4 WOOD <br />STUDS •24' <br />or_ <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 16' O.G. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />(H)TYP. INT. WALL ( NON— BRG. ) <br />D1 SCALE, 3/4'.I'-0 <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R505.1.1 <br />ON J' ObU5. SHEATHING <br />OR k COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ETNG TRi186 740;t�," <br />MTL. DRIP EDGE2x FASCIA PERELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND—v <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLk. <br />V— <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 />2a PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'•1'-0' <br />___—CALK wo w� <br />i F r•ve asi rox •A• us <br />a• <br />h' •Yr. •L aD. <br />•oco ar <br />YB GAS LINE THRU BLOCK <br />llp-vrua. vr— <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />FIBERGLASS SHINGLES <br />SYNTHETIC PRODUCT, <br />OVER •30 FELT PAPER <br />INSTALLED PER SECTION <br />OR SYNTHETIC <br />Rwb.I.I ON J' Obs. <br />PRODUCT, INSTALLED <br />SHEATHING OR I' COX <br />PER SECTION RWS.1.1 <br />PLYWOOD SECURED PER <br />ON �' Ob$. SHEATHING <br />FASTENER SCHEDULE <br />OR J. COX PLYWOOD <br />5/a' GYPSUM BOARD <br />SECURED PER <br />OR 1/2' HIGH <br />FASTENER SCHEDULE <br />I' m' <br />STRENGTH CLG. <br />TYP. <br />BOARD <br />REFERENCE <br />MTL. DRIP EDGE <br />O.H. <br />T <br />STRUCTURAL <br />2x FASCIA PER <br />ELEVATIONS <br />SEE ENERGY CODE FORMS F� <br />INSULATION R-VALUES <br />PRE-ENG TRUSS� <br />VENTED SOFFIT <br />REFERENCE STRUCTURAL <br />PRE-ENG. GABLE TRUSS <br />MTL. DRIP EDGE <br />PER ELEVATION <br />WEEP SCREED <br />2x FASCIA PER <br />ELEVATIONS <br />2x P.T. SECURED PER <br />INSULATION <br />VENTED SOFFIT <br />STCTURAL DETAILS <br />RU <br />WINDOW ATTACHMENT <br />ASPERMANUFACTURES <br />CIFITION—� <br />I r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' OZ. <br />I/2' THICK, 2 GOAT PORTLAND <br />a. CMU CEMENT PLASTER APPLIED I!1' THICK 2 GOAT <br />IR' GYP. WL. BD. DIRECTLY TO MASONRY PORTLAND CEMENT <br />�— WOOD BASE PLASTEAPPLIED <br />DIRECTLY RTO MASONRY <br />_ 00'-0' FIN. PLR <br />a. <br />m .. <br />4 <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />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 />D1 SCALE, 3/4'.P-0' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE II, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6'151 <br />W TrIIOC 2 COAT - <br />rOIRLA 10 Cmlw <br />PLMTM ATLa'.D <br />DUMMY TO <br />114AMW <br />xeD <br />a GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•1'-0' <br />2X4 SPF 24' O.C. MAX. <br />SOCKING BETWEEN TRUSSES ECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLFIBERGLASS SHINGLES <br />PER STRUCTURAL DETAILS OVER • FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rw5.1.1 ON J' OAUS. <br />71� <br />STIFFBACK AT ALL UPRIGHTS SHEATHING OR J' COX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG UD. TRUSS TYP. MTL. DRIP EDGE <br />PER ELEVATION 2x FASCIA PER <br />ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRICTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS <br />INSULATION R-VALUES <br />PER ELEVATION WEEP SCREED <br />5/9' GYPSUM BOARD OR 1/2' 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 />MANUFACTURES 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. ILL. BD. 6, cm <br />�— WOOD BASE <br />N. FLR . — 0'-0' FIN. FL <br />R <br />a' CMU G <br />.a 4. <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />n B <br />NO OPENING <br />(M1—STORY GABLE BLOCK WALL <br />D 1 SCALE. 3/4' • I'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774b078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />R <br />a <br />8 <br />m <br />y <br />� <br />g <br />#3 <br />StmDIV. a ULOT: <br />ABBOTT PARK <br />LOT #14 <br />BLK #15 <br />PROJECT* <br />04181.000-14151 <br />1408 <br />"DAKOTA" <br />GARAGE BITING: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />IEV <br />mm <br />DptlN 08/31/20 <br />BCAm 1/4'=1'-0" <br />8FIEET <br />D1 <br />