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2X4 TOP PLATE <br />PRE -FAD T17WS <br />IR' CLCL BOARD <br />1,2' DRYWALL T• r <br />SECURE ST. — <br />PLATE TO SLAB <br />UV 16d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />I FIN FLR, <br />2x4 WOOD <br />STUDS •24' <br />O.G. <br />SLAB <br />ryVIC: CPIUWI7 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 />�1TYP. INT. WALL (NON—BRG.) <br />D� SCALE: 3/4'.I'-O' <br />FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R505.1.1 <br />ON J' O.S.5. SHEATHING <br />OR J' 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 />PIA. SLEEVE, <br />O NOT GUT <br />BOND BEAM <br />SOLID GROU1 <br />W/ (I)- "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'.I'-0' <br />5/8GYPSUM BOARD <br />OR IR' HKTH <br />STRENGTH GLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />TYP. <br />O.H. <br />R-4.1INSULATION <br />WINDOW ATTACHMENT <br />SPECIFICATIONS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING —� <br />STRIPS • 24' O.C. <br />8' CMU <br />1/2, GYP. WL. BD.� <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R90511 <br />ON I}' OAB. SHEATHING <br />OR COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />I OR 4" Los <br />2B GAS LINE THRU BLACK <br />, vr.re <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R505.1.1 ON j' O.S.B. <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />STRUCTURAL <br />2x FASCIA PER <br />ELEVATIONS <br />PRE-ENG TRUSS <br />VENTED SOFFIT <br />MTL. DRIP EDGE <br />P4M-EN2. GABLE TRUSS <br />WEEP SCREED <br />2x FASCIA PER <br />ELEVATIONS <br />2x P.T. SECURED PER <br />VENTED SOFFIT I STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY 1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />1'-0' <br />TYP. <br />O.H. <br />W= JAM <br />PIWM= OALV. aT!ffi <br />AFFROVAL PIM - TRKK r eYO OrAMM <br />DOOR <br />FMTND TO Flom <br />TRACK ORACKM <br />v RFW YOT <br />AFFROVAL PM <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=I'-O' <br />2X4 SPF 24' OZ. MAX. <br />SECURE W/ (2)12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES FI5ER3LA88 SHINGLES <br />PER STRUCTURAL DETAILS OVER 90 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.1.1 ON J' ass. <br />STIFFBACK AT ALL UPRIGHTS F.SHEATHING OR Uj' COX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />I•-®, FASTENER SCHEDULE <br />PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE <br />OJa. <br />PER ELEVATION 2x FASCIA PER <br />ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENEIRGAY CODE FORTS FOR <br />INSULATION R-VALUES PRE-ENGG, GABLE TRUSS <br />PER ELEVATION WEEP SCREED <br />5/8' 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 />RENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS w 24' O.C. <br />1/2, GYP. WL. BD. , cm <br />WOOD BASE <br />0'-0FIN. FLR e a _ 0'-0' FIN. PLR 0'-0' FIN. FLA 6, — 0'-0' FIN. FLR <br />a. <br />n - a, cm n . <br />Q <br />H W/ WINDOW OPENING LYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE: NO OPENING <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 tl 511—STORY GABLE BLOCK WALL <br />D1 SCALE: 3/4'.I'-O' IS REQUIRED. FOR ROOF SLOPES D1 SCALE. 3/4'.I'-O' <br />OF 4.12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE II, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6151 <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL32760 <br />PH: 407-77"078 <br />FAX 407-774-4078 <br />www.abdesigngmup.com <br />AA #: 0003325 <br />04 <br />c <br />:+ <br />dl <br />O <br />i0 <br />� <br />kik <br />6 <br />BVHDIV. rk LOT <br />ABBOTT PARK <br />LOT #12 <br />BLK. #8 <br />PROJECT* <br />04181.000-12081 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE 811ING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 H EXP.0 <br />CT I <br />pltmT "I <br />DATE. 10/15/20 <br />SCALE: 1/4"=1'-0" <br />SFIEET <br />D1 <br />