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PER MR. 2X4 TOP PLATE <br />PE� T <br />PRE -FAD TRUSS <br />in, G-G. COARD <br />V2' DRYWALL --�— TOr <br />SECURE IST. — <br />PLATE TO SLAD <br />W/ 10d MASONRY <br />NAIL • 32' O.O. <br />MAX <br />FIN. PLR <br />2X4 WOOD <br />STUDS *24' <br />oa <br />NOTE: STUDS 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.G. OR NOT <br />LESS THAN 2x6, WHEN <br />SPACED NOT MORE <br />THAN 24' O.C. <br />1 TYP. INT. WALL(NON—BRIG.) <br />D1 SCALE: 3/4'.I'-O' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR GYNT14ETIC <br />PRODUCT, INSTALLED <br />PER SECTION 14105.1.1 <br />ON J' O.S.B. SHEATHING <br />OR I' 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 />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />VIA. •7LttVt, <br />O NOT CUT <br />BOND BEAM <br />SOLID GROUT <br />W/ (1)- 5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />m PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'-1'-0' <br />5/8 GYPSUM BOA <br />OR 1/1' HOW <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORME <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />TTP. <br />OH. <br />R-4.1 INSULATION <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING—� <br />STRIPS • 24. O.C. <br />8' CMU� <br />tR' GYP. ILL. BD.— <br />/ �— WOOD BASE <br />0'-0' FIN. FLR� UK <br />m <br />n W/ WINDOW OPENING <br />n <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION Rws.1.1 <br />ON I}' Ohlk SHEATHNG <br />OR 1' 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 />0'-0' FN. MR. <br />TYP. WALL SECTION <br />lJ—NO OPENING NOTE: <br />PER SECTION WS.1.1 - FOR ROOF <br />(4)1—STORY HIP BLOCK WALL (-2)OLA ERIUNDERLAAi`M' ENT 8Y8 EM <br />D1 SCALE: 3/4'.r-0' 18 REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (I) LAYER <br />UNDERLAYMENT 18 PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />ASTM D 4869 TYPE Iv, OR ASTM D <br />6'151 <br />sM raw er u� <br />. sa <br />: <br />2B GAS LINE THRU BLOCK <br />a1L4 N'•M11' <br />FIBERGLASS SHNGLES <br />OVER -30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.1.1 ON I. 0b9. <br />SHEATHNG OR;' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I'-0' <br />TYP. <br />MTL. DRIP EDGE 0 <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. CsA61.E TRUSS <br />WEEP BCR£ED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS / <br />�c <br />wera <br />To ... ZN; <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•1'-0' <br />1 —2X4 SPF 24'Or- MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />--PER STRUCTURAL DETAILS— <br />STIF BACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS --- <br />CONT. 2x RAT SECURED PER- // <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/S' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />1/2' THICK 2 COAT-1--- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />• a. <br />a' cm a <br />v. <br />ti <br />,a <br />° 4 <br />n W/ WINDOW OPENING <br />es <br />R-43 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />bQ P.T. PURRNG <br />STRIPS • 24' Or- <br />1/2, GYP. ILL. BD. <br />WOOD BASE <br />— FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R906.0 ON J' Oh 5. <br />SHEATHING OR I' 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 TRUW <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 />l�l <br />0'-0' FIN. MR. <br />a. <br />H TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.1'-0' <br />1441 N. RONALD REAGAN SLVD. <br />ORLANDO,FL312750 <br />PH: 407-77"078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.00m <br />AA M: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: S13888-2628 <br />IN mommmmmmwr <br />FAX: S13495.2802 <br />sUDDIV &g LOT: <br />SILVERADO <br />LOT #20 <br />BLK #13 <br />PROJECT* <br />03719.000-20131 <br />1[O�Eio <br />2795—B" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />