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2X4 TOP PLATE <br />PRE-FAS TRJ88 <br />14' CLG. BOARD <br />W' DRYWALL —,_ T%ti <br />SECURE BIT. — <br />PLATE TO SLAB <br />LLV IOd MASONRY <br />NAIL • 32' OL. <br />MAX <br />FIN. RR <br />2X4 WOOD <br />STUDS 024' <br />or. <br />T 5TUD5 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.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />(a)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 RW511 <br />ON J' OS$. SHEATHNG <br />OR } CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />— <br />2x FASCIA PER <br />I YR <br />iYP. <br />ELEVATIONS <br />OH. <br />VENTED SOFFIT <br />f <br />1/2' THICK, 2 COAT PORiLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />3/8' GYPSUM EI <br />OR I/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (0- e5 <br />(2) COURSE <br />O NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />m PIPE THROUGH BOND BEAM <br />21 SCALE:3/4'.I'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4J NSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O,C. <br />w cm <br />1/2' GYP. LLL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLRj— — < <br />,a <br />�W/ WINDOW OPENINGWINDOW OPENING <br />FIBERGLASS SHINGLES <br />OVER -30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWS.0 <br />ON J' OS.B. SHEATHING <br />OR }' 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 />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION S05.1.1 - FOR ROOF <br />(1)1-STORY HIP BLOCK WALL QOLAY ERIUNF £RLAAYTMINENNTT SYSTEM <br />D1 SCALE: 3/4'.I'-m' 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 />6151 <br />Acom <br />�i t Pw atiae roxe.e LeE <br />av <br />n• em n. sa <br />wco e.ee <br />2B GAS LINE THRU BLOCK <br />euv. n•.r.� <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R3051J ON il' OSB. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1'-0. <br />TYP. <br />MTL. DRIP EDGE o.H. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE -ENS. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />V/' TISIX 7 COAT - <br />PORILMC CEMWT <br />ORlCTLY TO <br />m4sawr <br />PIeo0wr <br />aTw�cTuw. role <br />L6 PS. eD <br />ATrAC1W TOFU <br />CKL AO PEIe <br />MPR7✓AL Ma <br />WALANr t <br />I yorlm' , m_ <br />G <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•I'-0' <br />—2X4 SPP 24' O.C. MAX. — <br />SECURE W/ (2)12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS^ <br />STIFFBACK AT ALL UPRIG4 <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRIM <br />CONT. 2x RAT RUN SECURED PER—/ <br />STRUCTURAL DETAILS J/ <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— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FN. FLRd4 __ . L::�. <br />,a <br />n W/ WINDOW OPENING <br />n <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MAMPACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2, GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS BHINGL.ES <br />OVER e30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RwSJJ ON l' OSB. <br />8114EATHNG OR k COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />Tom' MTL. DRIP EDGE <br />oH. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />\__WEEP SCREED <br />�1-2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />f_n71 <br />0'-0' FIN_ FLR <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1-STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-0' <br />i"I N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />116 AA *-. 0003325 <br />y <br />9� <br />lilldI <br />C <br />I <br />Lj <br />I <br />iA <br />us <br />'0 <br />SUBDIV. Ae LOT <br />ABBOTT PARK <br />LOT #12 <br />BLK #7 <br />PROJECT/ <br />04181.000-12071 <br />1[ODEL <br />4EBB <br />"1828-CAU" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />