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�} 2X4 TOP PLATE <br />PLAN Y <br />PRE -FAD TRUSS <br />N'CL.Cs. DOARD <br />.- 1/2' DRYWALL <br />SECURE DT.—� 2X4 WOOD <br />PLATE TO BLOD \ STUDS Y24' <br />W/ ledATE MASONRY \ 6 <br />OAr- <br />NAIL 92' OL. <br />MAX <br />SLAB <br />MOTEL STUDS IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHEN <br />SPACED NOT MORE <br />THAN 16' O.G. OR, NOT <br />LESS THAN 2W U 4ERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />FIN. R.R. Y ' [r <br />TYP. INT. WALL NON—BRG. <br />FISEMLASS SHINGLES <br />OVER 90 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWbJ.1 <br />ON I}' O.S.D. SHEATHING <br />OR;' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER I'-m' <br />ELEVATIONS TYP. <br />OH. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND--J-- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY I <br />0'-0. FIN. FLFL L <br />01/8' GYPSUM IS <br />OR 1/2' 1-1404 <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- s <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'-V' <br />SEE ENERGY CODE FOR & <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 NSULATION — <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />31L3 nv <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />a' CMU <br />1/2, GYP. WL. BID. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.1.1 <br />ON OAA SHEATHING <br />OR COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0-0' FM. FLR <br />a .. <br />. a <br />46 <br />N W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />4 1-STORY HIP BLOCK WALL ()L AY ERIUN ERLAAYISS T•IHENT AN SYs EM <br />QD 1 SCALE, 3/4'•I'-0' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GRATER, (U LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D22h TYPE 11, <br />ASTM D 49*S TYPE IV, OR ASTM D <br />6151 <br />M TOR OM LM <br />eo. <br />B GAS LINE THRU BLOCK <br />vr.T-Y <br />N' r KK 2 COAT - <br />PORILRO CVlW <br />M-46 R AFFI.EID <br />p"ImmY TO <br />IA80MET <br />REa <br />FAWr§NW TO <br />TRACK ■RAGMTO <br />wNOM= <br />AFFwOVAL wEa <br />COw"EfE MRAO <br />Y CMI b <br />ETIEC71RA1. wM <br />2.6 P.T. YC <br />ATTACHM TO PILL <br />CELL AS FM <br />App" T <br />ATwOVAL IWQ <br />sEAuxr . <br />sAcww woo <br />a GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-0' <br />FIBERGLASS SHINGLES 2x SLOCKNG BETWEEN TRUSSES <br />OVER W FELT PAPER OR PER STRUCTURAL DETAILS <br />SYNTHETIC PRODUCT, <br />NBTALLED PER SECTION FIBERGLASS SHINGLES <br />R90a.l.l ON il' OA$. OVER B0 FELT PAPER OR <br />SHEATHING OR;' CDX SYNTHETIC PRODUCT, <br />PLYWOOD SECURED PER INSTALLED PER SECTION <br />FASTENER SCHEDULE Ru'S.1.1 ON J' O.SJ5. <br />STIFFSACK AT ALL UPR*HTS SHEATHING OR J' CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. PRE-ENG WD. TFWMTYR <br />GE 014• MTL. DRIP EDGE <br />MTL. DRIP ED <br />oH. 2x FASCIA PER PER ELEVATION 2x FASCIA PERELEVATIONS <br />ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS <br />INSULATION R-VALUES WEEP Of -REED PER ELEVATION WEEP SCREED <br />2x P.T. SECURED PER S/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />STRUCTURAL DETAILS 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 • 24' Or- <br />1/2' THICK, 2 COAT 1/2, GYP. ILL. DD. <br />PORTLAND CEMENT WOOD BASE ' C1MU <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FN. FLR61 — 0'-0' FIN. FLR <br />a' CA Mu a <br />a .. <br />n <br />a <br />4'a <br />H W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE, <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774 3078 <br />FAX: 407-7744078 <br />www.EbdosI9n9roup.00m <br />AA 8: 0003325 <br />sUNDM a. LOT <br />ABBOTT PARK <br />LOT #9 <br />BLK #7 <br />PROJZCT/ <br />04181.000-09071 <br />MODIW <br />1408" <br />"DAKOTA" <br />GARAGE 4 VIMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />ENCALE: 1/4-=1'-0" <br />mirr. T <br />D1 <br />