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2X4 TOP PLATE <br />7' <br />PRE-FAB TRU88 <br />10' CLG. BOARD <br />1,12' DRYWALL — ,, 1tr <br />SECURE MIT . — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' OL. <br />MAX <br />FIN. PLR <br />2X4 WOOD <br />STUDS 024' <br />or_ <br />BLAB <br />WIC: O I U W. 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 V O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />�1TYP. INT. WALL (NON—BRG.) <br />D1 SCALE, 3/4'•I'-C' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R8 IDA <br />ON 1' O.S.B. SHEATHING <br />OR}'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 />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- 45 <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 BOA <br />OR 1/2' HKaN <br />STRENGTH GLG <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />TYP. <br />OH. <br />R-4.1INSULATION <br />�SPWINDOW ATTACHMENT <br />PER MANUFACTURES <br />SPECIFICATIONB <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING—� <br />STRIPS • 24' O.C. <br />8' CMU� <br />'i. 1/2' GYP. WL. BD.— <br />WOOD BASE <br />0'-0' FIN. FLR. _ _1 1' <br />a < <br />Qa <br />e 4 <br />W/ WINDOW OPENING <br />ti <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905J.1 <br />ON 0.88. 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 />J, C'-C' FIN. PLR <br />r.1 TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />5L.-5 2:12 TO LESS THAN 4:12, A <br />4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 BCALE: 3/4'•I'-V IS REQUIRED. FOR ROOF SLOPES <br />Or 4:12 OR GREATER, lU LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE 11, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6l51 <br />ris'a. as ua <br />�w. <br />/TB'\GAS LINE THRU BLOCK <br />r� <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON I}' 0.8.6. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I'-0' <br />TYP. <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 />GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•I'-C' <br />i-2X4 OFF 24' OZ. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRIGH' <br />MR STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS — <br />CONT. 2x RAT RUN SECURED PER—/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />1/2' THICK, 2 COAT—l__ PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRL a <br />d <br />m <br />ea <br />n W/ WINDOW OPENING <br />n <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. PURRING <br />STRIPS o 24. O.C. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER -30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON I}' 0.Oa. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />I.-0, FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.H. 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' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-C' FIN. FLR <br />n TYP. WALL SECTION <br />NO OPENING <br />[5�1—STORY GABLE BLOCK WALL <br />D 1 SCALE. 3/4' • 1'-0' <br />LV <br />A R C N I T R C T a <br />GrZO= <br />LT LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX:407-774-4078 <br />www.ebdesi�group.com <br />AA 8: 0003328 <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: 813888.2828 <br />FAX: 813-88S­2802 <br />SuBDM Z LOT: <br />SILVERADO <br />LOT #21 <br />BLK. #14 <br />PROJECT# <br />03719.000-21141 <br />HODEU <br />2795—D <br />GARAGE sr/ING: <br />RIGHT <br />PAGE: <br />DETAILS <br />1.150 JJPH E <br />PRINT <br />DATE: 12/7/20 <br />SCALE: 1/4"=1'70- <br />SHEET <br />D1 <br />