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2x4 TOP PLATE <br />PER rut A <br />PLAT -IF <br />PRE-FAB TRUSS <br />14' CLG. BOARD <br />1/2' DRYWALL —�,_ 1'Y"r <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ M)d MASONRY <br />NAIL • 32' C.C. <br />MAX <br />PIK PLR <br />2X4 WOOD <br />STUDIO 024' <br />Or_ <br />rw:c ulwvv nv <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, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />(a:)TYP. INT. WALL NON—BRG. <br />D1 SCALE, 3/4'-I'-0' <br />FIBERGLASS SHINGLES <br />OVER SO FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWS.1.1 <br />ON I' CAB. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSSJJ <br />MTL. DRIP EDGE J <br />2x FASCIA PER 0' <br />ELEVATIONS TYP. <br />O.H. <br />VENTED SOFFIT <br />1/2' THICK 2 COAT POR'I'LAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8, 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/ CU- 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'.I'-0' <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />.PENCE STRUCTURAL <br />I` I I ULATION <br />WIND W ATTACH <br />'L,N'V f_L WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />1 <br />I 1 _"'_4PtEme <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.G. <br />e' CMU <br />I/2' GYP. WL. SO. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R805.IJ <br />ON O.S.B. 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 />0'-0' FIN, FLR_ _ _ J, 0'-0' FIN. FLR <br />a <br />e. <br />.. a <br />n W/ WINDOW OPENING H TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />S 2:4 1—STORY HIP BLOCK WALL 82)OLAY ERIUNDERLAAYTO LESSTMENNT SYSTEM <br />D1 SCALE, 3/4'•1'-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 4869 TYPE IV, OR ASTM D <br />6151 <br />MO ss& <br />POR G" LN <br />2B GAS LINE THRU BLOCK <br />N•.TO <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R80SJ.1 ON J' OS.B. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1'-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 />1/2' THICK, 2 COAT—lf--- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />8' CMu <br />In' THM 2 COAT - <br />POPMAM carox <br />PLAaTM AFPU"'o o20CTLr TO <br />MAGON r <br />OALV, aTM---- <br />MO VERTICUL TRACK <br />by PULP. <br />PMTleD To <br />TRACK ORACKM <br />w p"o=T <br />APPROVAL RKi <br />COMM 9M 40 <br />a' ccu m <br />67mcnvtAL Pm <br />RLNCRoe'6tT <br />2.6 P.T. W <br />ATTACH= TO FILL <br />C&I. Aa MR <br />PRov= <br />APPROVAL RCS <br />SRALANT t <br />PACI®R Roo <br />IIe,LTNm aTRIP <br />MC"M ALL <br />AROUND ter <br />s GARAGE DOOR JAMBS <br />D1 SCALE:11/2'-1'-0' <br />i-2X4 SPA 24' O.C. 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 />If <br />\ S/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />ti W/ WINDOW OPENING <br />R-4J INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. PURRING <br />STRIPS • 24' O.G. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS 614INGLES <br />OVER P30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWSJJ ON J' OSJ5. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />OJI. 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 />cm <br />0'-0' FIN. FLR <br />' uAl' <br />rnLYP. WALL SECTION <br />IQJ NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />1 SCALE, 3/4'-1'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32760 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdeaigngroup.com <br />AA M: 0003325 J <br />1 <br />z <br />I; <br />b <br />b <br />�o 1 <br />ABBOTT PARK <br />LOT #8 <br />BLK #15 <br />PROJECT# <br />04181.000-08151 <br />MODEIe <br />4EBB <br />"1828—CAU" <br />GARAGE NWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E C <br />D � 09/13/20 <br />BCAL.E: 1/4"=1'-0" <br />aFIEET <br />D1 <br />