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2X4 TOP PLATE <br />PR?-PAB TIWBS <br />V2' Cl Cs BOARD <br />V2' DRYIU4LL —'_ 1 • 1 <br />SECURE SIT2X4 WOOD <br />PLATE TO 8Ln6 \ STUDS 02a' <br />uv Ima nnJsoNRY \ or_NAIL • <br />MAX <br />dSLJ:L D I UV.7 IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIMURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 19,' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' OiC. <br />TYP. INT. WALL NON—BRG. <br />D1 SCALE. 3/4'.I'-0' <br />FIBERGLASS SHM6LES <br />OVER OW FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R90SJ.1 <br />ON j' O.SA. SHEATHING <br />OR J' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x PA601A PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />1'-0' <br />TYR <br />ON. <br />¢/S' GYPSUM Ea <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/ (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 />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 />STRUCTURAL <br />bl2 P.T. FURRING — <br />STRIPS • 24. OZ. <br />S' cm <br />1/2' GYP. WL. BO.- <br />WOOD BASE — <br />0'-0' FIN FLR�_ _ <br />a. <br />n e . <br />'a <br />q• <br />n W/ WINDOW OPENING <br />N <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R90S.1.1 <br />ON I}' O.O.B. SHEATHING <br />opt CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE -ENS TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />V2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />NMI!, . _ J 0'-0' FIN. PLR <br />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION 905.1.1 - FOR ROOF <br />4 I —STORY HIP BLOCK WALL (-2)OLAYERIUN0ERLAYMENT SYS EM <br />SCALE. 3/4'.I'-o' 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 11, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6i5T <br />2B GAS LINE THRU BLOCK <br />.r• <br />FIBERCS.ASS SWIM LES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R909,1I ON Ik CA& <br />SHEAT14M OR k CDX <br />PLYWOOD SECURED PER <br />PASTENER SCHEDULE <br />I'-0' <br />TYR <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED 50FFIT <br />PRE-EWx GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />r1wo= "--o.Lif4D DWR <br />Ro APPv4L PS& tR�cx eY o"aft <br />s GARAGE DOOR JAMBS <br />D1 SCALE:11/2"•1'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS—\ <br />STWF SACK AT ALL UPRIGN <br />PER STRUCTURAL DETAILS <br />PRE-ENG LLD. TRUSS — <br />CONT. 2x RAT SECURED PERJ/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATOpv <br />IF <br />\ 9,W 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 />e. <br />Is cm <br />a. <br />n W/ WINDOW OPENING <br />N <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />1REFERENCE <br />STRUCTURAL <br />•Ix2 P.T. PURRING <br />STRIPS a 24. O.G. <br />I/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 90 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R906.1.1 ON }' O.S.B. <br />SHEATHING OR;' COX <br />PLYWOOD SECURED PER <br />1.®. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.H. 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 />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />Rill <br />11:4 It 0'-0' FIK FLA. <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />.� SCALE V4'.I'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.ebdeslgngroup.com <br />AA S: 0003325 <br />Ilt <br />0 <br />III <br />Idd <br />aLTSDIV. r WTII <br />ABBOTT PARK <br />LOT #29 <br />BLK. #8 <br />P1WJ�CT0 0 <br />82 <br />1[OD�Is <br />4EBB <br />"1828—CALI" <br />GARAGEBNDdds <br />LEFT <br />PAGI <br />DETAILS <br />160 MPH EXP. C <br />11/25/19 <br />8CAMM 1/4"=l'-0" <br />s1lsom <br />D1 <br />