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2X4 TOP PLATE <br />1!Eg F_Lg J <br />PLAN Y <br />PRE-FAIS TRUSS <br />1/2' CLG BOARD <br />1/2- oRYWALL Tv r- <br />SECURE <br />T. 2X4 <br />BMASONRY� I OZ. WOOD <br />PLATE TO SLAB STUDS •24' <br />W/ lod <br />OZ. <br />NAIL • 32' OG <br />MAX <br />SLAB <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 I6' O.C. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />FIN. FLR Y � ' <br />TYP. INT. WALL NON—BRG. <br />p� SCALE: 3/4'.I'-V' <br />FIBERRGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR smil <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />I, 01 . <br />TTP. <br />O.H. <br />1/2' THICK, 2 COAT PORTLAND—J--- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRl <br />5/8- GYPSUM B1 <br />OR IR' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID C%ROUT <br />W/ (1)- 05 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />zA PIPE THROUGH BOND BEAM <br />p1 SCALE:3/4'=1'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <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.G. <br />8' CMU <br />IR' GYP. ILL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WD.U. <br />ROOF SHEATI-IMG <br />TWIG 04ESS AS PER <br />SHEET SNI. <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 />_D '-0' FM. FLR <br />.a <br />4 <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />NO OPENING NOTE• <br />PER SECTION FBCR W5.1.1 - FOR <br />ROOF SLOPES 2:12 TO LESS THAN <br />4 1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT <br />D1 SCALE: 3/4'.I'-®' SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER, (l) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />D226 TYPE 11, ASTM D 486S TYPE <br />Iv, OR ASTM D 6l5l <br />W YMICK 2 COAT <br />COMM 91SAO <br />a' CM On <br />O"Rilmy TO <br />MAIOhWr <br />2.6 P.T, UP <br />TO <br />AT rACWSD TO <br />C—m.L AS PER <br />]A.— <br />APPROVAL <br />AND�•; <br />ISACIMM ROD <br />:LNE <br />ALL <br />cGA* <br />LM <br />AROUND (By <br />�tPOOR <br />KAMFJ <br />TRACK ISRACMTS <br />FASTENED TO <br />Room <br />IV PRODUCT <br />APPROVAL REa <br />BLOCK <br />©GARAGE DOOR <br /></ <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />_2X4 OFF 24' O.C. MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCK ttJG BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRIG14 <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 />\ 5/8. GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />1/2' THICK, 2 COAT—V' <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />V-0' FIN. FLR� <br />8' cm <br />m <br />ea <br />n W/ WINDOW OPENING <br />r� <br />R-4.1 INSULATION <br />WINDOW ATTAG1P7ENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />dx2 P.T. FURRING <br />STRIPS • 24' O.G <br />Vl' GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W511. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI. <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />0 <br />0'-m' FIN. FLR <br />a <br />TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE: 3/4'.I'-®' <br />A R C N I T R C T i <br />GMm � Inc <br />i441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA: 0003326 <br />m <br />R <br />h <br />a <br />c, <br />h <br />W <br />O <br />F <br />_LLL <br />SUBDrv. do LOT: <br />SILVERADO <br />LOT #10 <br />BLK #15 <br />PROJECT* <br />03719.001-10151 <br />MODEL. <br />"2558—HAWTHORNE" <br />GARAGE STIMO: <br />LEFT <br />PAGE: <br />DETAILS <br />15 Px <br />8 <br />DAB 03/02/21 <br />SCALM: 1/4"= l'-0" <br />SHEET <br />D1 <br />