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2X4 TOP PLATE — <br />PER. ELK ji, <br />PLAN <br />71f PRE -FAD TRUSS <br />1/2' CLG. BOARD <br />1/2' DRYWALL �E • r <br />SECURE SIT. — <br />PLATE TO SLAB <br />W/ IOd MASONRY <br />NAIL • 32' O.G. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024, <br />or_ <br />SLAB <br />NV IC: 01Uu.7 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 I6' O.C. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />TYP. INT. WALL ( NON— BRG. ) <br />D1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES - <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RB05.1.1 <br />ON J' O.S.B. SHEATHING <br />OR k CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE -ENO 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 />I.-,. <br />TYP. <br />O.H. <br />5/S' GYPSUM BI <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/ el)- "5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />RESARS <br />2a PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'=P-O' <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />!RENCE STRUCTURAL <br />INSULATION WIND <br />�WMDaII 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 />1/2, GYP. ILL. BD. <br />/ WOOD BASE <br />0'-0' FIN. FLRIL <br />a <br /><a <br />^ y <br />n W/ WINDOW OPENING <br />n <br />FIBERGLASS SHINGLES <br />OVER 430 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWbJ,l <br />ON J' O.SU3. SHEATHING <br />OR I' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <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 />IV_ ®' FIN. FLR <br />TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION 905.1.1 - FOR ROOF <br />4 1—STORY HIP BLOCK WALL (-2)OLAE ERiUNDERLAYMEN sYs EM <br />D1 SCALE, 3/4'•I'-W 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 It <br />ASTM D 48613 TYPE IV, OR ASTM D <br />6"151 <br />PVC eu91N'CR0 LM <br />CM <br />' GYP. R.. SD. <br />ICo BAN <br />2B GAS LINE THRU BLACK <br />— b'•_ <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R908,1.1 ON I}' Oza <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I'-m' ' <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 />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />VP THICK, t COAT - <br />PORTLAND CUIEW <br />PLAOTOt API IED <br />DIREmy TO <br />MASONRY <br />REO, VERTICAL TRACK <br />6Y m^p. <br />FASTEMM TO <br />TRACK DRACKI[To <br />PRODUCT <br />APPROVAL REG <br />CORNER DEAD <br />w cm SEE <br />STwcTURAL FOR <br />pwlt Cp'IdTT <br />ho P.T. YG <br />ATTACFW TO PILL <br />CELL AS PER <br />PRODUCT <br />APPROVAL Ro. <br />MALAW 1 <br />SLACKER ROD <br />UEATI,ER STW <br />MOULDHo ALL <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•F-0' <br />i-2X4 SIFF 24' O.G. 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 />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 />\ $/S' GYPSUM BOARD. OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />S' CMU a- <br />m <br />,a <br />W/ WINDOW OPENING <br />rL <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24. O.C. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FISEWiLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.1.1 ON I}' O.S.B. <br />SHEATHING OR;' CDX <br />PLYWOOD SECURED PER <br />I'-m' FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.H. <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' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CMU <br />0'-0' FIN. FLR <br />a <br />n TYP. WALL SECTION <br />NO OPENING <br />5 l—STORY GABLE BLOCK WALL <br />D 1 SCALE: 3/4'• 1'-m' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdoslgngroup.com <br />AA #: 0003325 <br />V <br />7 <br />9tmDIV de LoT: <br />ABBOTT PARK <br />LOT #20 <br />BLK 15 <br />PROJICCT# <br />04181.000-20151 <br />MODEX. <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />Va <br />INT <br />DATTZ: 09/01/20 <br />9CAIX: 1/4"=1'-0" <br />SHEET <br />D1 <br />