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2X4 TOP PLATE <br />PLAR -IF <br />PRE -FAD TRU88 <br />In. CLG. BOARD <br />I!P DRYWALL Tor <br />SECURE DT. - <br />K ATE TO SLAB <br />WY Wd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. PLR <br />2X4 WOOD <br />STUDS .24' <br />Oa <br />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 Ib' O.G. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />TUAN1 2A' nr <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE, 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />OVER B0 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R908U.1 <br />ON SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER I -0 <br />ELEVATIONS TYP. <br />O.H. <br />VENTED SOFFIT <br />i r <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />¢/8' GYPSUM B: <br />OR 1/2' 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'•1'-0' <br />SEE ENERGY CODE PORMS <br />INWLATION R-VALUES <br />REFERENCE STRUCTURAL <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPB • 24' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLR — <br />a <br />>� W/ WINDOW OPENING <br />N <br />FIDERGLA66 814INGL SO <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R908.1.1 <br />ON O.S.B. SHEATHING <br />OR }• CDX PLYWOOD <br />8ECIRED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUES <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 />FLR <br />NOB TYP. WALL SECTION <br />OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2:1A TO LESS THAN 4:12, A <br />4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 SCALE, 3/4'"r-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 486S TYPE IV, OR ASTM D <br />6151 <br />B GAS LINE THRU BLACK <br />w'•M1! <br />FIDERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rwb.I.1 ON l' Ob.B. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS, <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THIM 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />P.O. <br />TYP. <br />_. GALV.liQL r`AD ooa <br />OEM ymptm By orwm sr NMl,. <br />M!Tw= TO Aaa,v <br />TRACK /RACIGM <br />uv PROM T <br />APPROVAL PlM <br />s GARAGE DOOR JAMBS <br />D1 SCALE:11/2*-1'-0' <br />2X4 SPF 24' OZ. MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES <br />PER STRUCTURAL DETAILS OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R908.0 ON J' ObP. <br />STIFFBACK AT ALL UPRKaHTB SHEATHING OR }' CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />P6xTFvQQUCTUPtAL <br />FASTENER SCHEDULE <br />PRE- + WO• TRIM MTL. DRIP EDGE <br />PER ELEVATION 2x FASCIA PER <br />IF ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS TED SOPPIT <br />SEE ENERGY CODE FOR'7S FORINSULATION R-VALUES ''�'A�ETI0J88PER ELEVATION P SCREED <br />HIGHSTRENGTHOCLG.BOARD P.T. SECURED PER <br />DETAILS <br />a <br />a 4: <br />n W/ WINDOW OPENING <br />MAN INSULATION 1/2'THICKFCEMNT <br />IPLIED <br />COAT <br />WINDOW ATTACHMENT I PER <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIEDDIREMY TO MASONRY <br />Ix2 P.T. PURRING k' W <br />STRIPS • 24' O:C. El <br />IA' GYP. UL. BD. Cm <br />WOOD BASE <br />— 0'-0' FIN. PLR <br />n TYP. WALL SECTION <br />" NO OPENING <br />(j)1—STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL <br />1 SCALE, 3/4'.I'-®• <br />l"l N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32760 <br />PH:407-774-6078 <br />FAX 407-774d078 <br />wwwAbdosigngmup.com <br />AA 8: 0003325 <br />F <br />a <br />B <br />I <br />MIMI <br />ci <br />i <br />1T.-T- <br />SWLmDIV- 1e LOT <br />ABBOTT PARK <br />LOT #7 <br />BLK #8 <br />PROJECTO <br />04181. 00-07081 <br />MODEL: <br />4EBB <br />"1828—CALL" <br />GARAGE BTrING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />2N <br />AA <br />NO <br />DA�Ta•. os/1o/20 <br />SCALE: 1/4"=1'—o" <br />skaillET <br />D1 <br />