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2x4 TOP PLAre <br />PRE -FAD TRUSS <br />U2' CIX& O�A—.7 <br />In' DRYWALL ---- 1 • 1 <br />SECURE DT. — <br />MATE TO SLAB <br />W/ 10d MASONRY <br />NAIL a 32' Or - <br />MAX <br />FM. FLR <br />2x4 WOOD <br />STUDS a24, <br />or_ <br />SLAB <br />r4d1C: 01 wO HV <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 IV O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />TYP. INT. WALL NON-BRG. <br />D1 SCALE, 3/4'.1'-O' <br />FIBERGLASS SHINGLES <br />OVER'30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R9®5.1.1 <br />ON I}' 0A.D. SHEATHING <br />OR;' COX 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 />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <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'-C' <br />GYPSUM DOA <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />0, PER ELEVATION <br />TYP. <br />O.H. <br />R-4.1INSULATION <br />------ <br />�WINDOW ATTACHMENT <br />AS PER MAMIACTUREB <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING —� <br />STRIPS a 24' O.G. <br />a' CMU <br />1/2' GYP. WL. BD.� <br />WOOD BASE <br />V.-m' FIN. FLRl <br />,a <br />° 4 <br />(7, <br />W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.1.1 <br />ON O.S& SHEATHING <br />OR CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />M IGR W LIMA <br />ao. <br />GAS LINE THRU BIDCK <br />cna, •.rr <br />FI5EFIGLAS6 SHINGLES <br />OVER AM FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.1.1 ON I}' Ob.B. <br />SHEATHING OR Ij- COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />—REFERENCE <br />MTL. DRIP EDGE <br />STRUCTURAL <br />2x FASCIA PER <br />ELEVATIONS <br />PRE-ENG TRUSS <br />VENTED SOFFIT <br />MTL. DRIP EDGE <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x FASCIA PER <br />ELEVATIONS <br />2x P.T. SECURED PER <br />VENTED SOFFIT <br />STRUCTURAL DETAILS <br />Ill. TMm 2 COAT - <br />POIOL.Aw Cal7xT <br />I'LMTaR 1FlRRD <br />D111111tLY TO <br />MAGONW <br />i TO ML <br />.M <br />:IuQ <br />I" OALV. OTM <br />pea KMI:AL tRAac OvlRlAD DODR <br />I' <br />aY M". M aY OTIi1M <br />►AMBlD t0 LID <br />(7'� GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•1'-0' <br />_2X4 OFF 24' O.G. MAX - <br />SECURE W/ (2) 12d NAILS <br />a EA. END <br />2x BLOCKING BETWEEN TRUE <br />—PER STRUCTURAL DETAIL <br />STIFF SACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS — <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 />5/6' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-43 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON J. O)3.6. <br />SHEATHING OR i' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />o.H. 2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />\__PIE-ENG. GABLE TRUSS <br />\—WEEP SCREED <br />\-2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />In' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRI <br />CEMENT PLASTER APPLIED NGSTRIPS a 24' O.G. <br />DIRECTLY TO MASONRY In' THICK, 2 COAT IR' GYP. WL. BD. <br />LASTER APPLIED PORTLAND CEMENT WOOD BASE- <br />D'CMU <br />IRECTLY TO MASONRY PR <br />0�� m' FM• FLR• <br />a <br />TYP-WALL SECTION <br />B N� ' O OPENING yQT <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2=12 TO LESS THAN 4:12, A <br />(1)1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 SCALE. 3/4'.I'-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 />v cm Y a - < <br />a <br />,a <br />° 4 <br />n W/ WINDOW OPENING <br />n <br />0'-0' FIN FLR <br />H TYP. WALL SECTION <br />NO OPENING <br />5 1-STORY GABLE BLOCK WALL <br />D1 6C40LE= 3/4'•1*-0' <br />A R C N I T R C T• <br />Grow iln <br />LONGWOOD, FL 32750 -- <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdoslgngroup.com <br />AA#:0003325 J <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 81348E-2628 <br />FAX: 813486.2902 <br />81111111113 <br />F- <br />"AmBUSEIM do LOP <br />SILVERADO <br />LOT #12 <br />BLK. #13 <br />PROJECT* <br />0 719.000-12131 <br />)LODELa <br />2795-F <br />GAItAGE 8WING: <br />RIGHT <br />PAGIM <br />DETAILS <br />150 PH <br />JUVI <br />D 7/07/20 <br />acALIE: 1/4"=l'-0" <br />skat= <br />1114, D1 <br />