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2X4 TOP PLATE <br />I1/U' CLG <br />1/2' DRYWALL <br />SECURE at <br />PLATE TO SLAB <br />W/ IOd MASONRY <br />NAIL • 32' O.G. <br />MAX <br />PRE -FAD TIM" <br />2X4 WOOD <br />STUDS 024' <br />O.G. <br />SLAM <br />NOTE: STUDS IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL ESE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' Or - <br />FIN. FLR. T � • I <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE, 3/4'-I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905J.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />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' FIN. FLR <br />4 <br />O.H. <br />5' DIA. SLEEVE, <br />DO NOT GUT <br />BOND BEAM• <br />SOLID GROUT <br />W/ (I)- "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'■1'-0' <br />O LN <br />'r v KIM R:RSAA Lm <br />as <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />FIBERGLASS SHINGLES <br />AS PER FBCR 905J.1. <br />WITH UNDERLAYMENT <br />ROOF SHEATHING <br />AS PER FBCR SMJJ. <br />THICKNESS AS PER <br />ROOF 81 EATHING <br />SHEET STE SECURED PER <br />THICKNESS AS PER <br />FASTENER SCHEDULE <br />SHEET SNI. <br />SECURED PER <br />5/8' GYPSUM BO <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />OR 1/2' HIGH <br />d4i <br />STRENGTH CLG. <br />2x FASCIA PER <br />BOARD <br />REFERENCE <br />ELEVATIONS <br />PER F1 IEV TION.zl.. <br />STRUCTURAL <br />VENTED SOFFIT <br />BEE ENERGY CODE FORMS FBI! <br />PRE-EN�ift <br />\ <br />WALL SHEATHING <br />INSULATION R-VALUES <br />THIC.KNESB AS PER <br />tlF REFERENCE STRUCTURAL <br />\l_ <br />SHEET SNI. SECURE PER <br />PER ELEVATION <br />MTL. DRIP EDGE <br />FASTENER SCHEDULE <br />2x FASCIA PER <br />ON SHEET SNI <br />ELEVATIONS <br />pRE_ENG GABLE TRUSS <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />WEEP SCREED <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />2x P.T. SECURED PER <br />SPECIFICATIONS <br />STRUCTURAL DETAILS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/U' THICK 2 COAT PORTLAND <br />S• CMU <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />THICK 2 COAT - <br />1/2' GYP. ILL. BD. <br />1/2*CEMENT <br />PO <br />WOOD ISASE <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FIN, FLR <br />0-0' FIN. FLRIL <br />G d <br />a <br />ti W/ WINDOW OPENING TYP. WALL SECTION <br />H <br />NO OPENING NOTE: <br />PER SECTION FBCR W5.1.1 - FOR <br />OF PES 2:12 TO LESS THAN <br />4 1—STORY HIP BLOCK WALL 4�12, A (2�LAAYER UNDERLAYMENT <br />SCALE, 3/4'-I'-O' --- SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER (1) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />D226 TYPE 11, ASTM D 466S TYPE <br />IV, OR ASTM D 6151 <br />IM TNKK 2 COAT - <br />POR1Lc FLMi <br />ftmo <br />polemy TO <br />REra vERncx TRiGIG <br />oY l'IAV. <br />PASTIMW TO <br />TRACK ORACK" <br />cu ROOM= <br />APPROVAL RM <br />CORSR MAO <br />P CMJ SA <br />STRSTURN. POR <br />ICNGRCS}'@R <br />>. PT. WD <br />ATTACK TO NJ. <br />CELL AS PER <br />PRCCWCT <br />APTRpvAL RFQ <br />SEALANT. <br />■AGTm! ROD <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'-1'-0' <br />FIDERGLA88 SHINGLES <br />2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER PBCR 905.LI. <br />• EA. END ROOF BHEATHNG <br />2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />PER STRUCTURAL DETAILS SHEET SECURED <br />PER <br />FASTENER SCHEDULE <br />STIFFDACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />iAJc p _ Wp, TRUSS 9. 2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS WALL SHEATHNG <br />SEE ENEFIGY GODE FORMS FOR THICKNESS AS, PER <br />INSULATION R-VALUES SHEET SNI. SECURE PER <br />PER ELEVATION FASTENER SCHEDULE <br />5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />RENCE <br />STRUCTURAL <br />ix2 P.T. FURRING <br />STRIPS • 24. Or- <br />1/2' GYP. WL. BD. a CMU <br />i— WOOD BASE <br />J 0'-0' FN. FLR <br />e• Ora, <br />tl' ee <br />v <br />4 <br />, W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />r5-"�1—STORY GABLE BLOCK WALL <br />VSCALE, 3/4'-I'-0' <br />A It C N I T L C TE <br />Design6 <br />GP, <br />1441 N. RONALD REAG <br />BLVD.k <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-774v078 <br />www.abdoeigngroup.com <br />AA#:0003328 <br />L4 <br />8 <br />�a <br />>lVHDIV do LOT <br />SILVERADO <br />LOT #8 <br />BLK. #14 <br />PROJECT <br />03719.00t-08141 <br />MODEM <br />"2558-HAWTHORNS" <br />GARAGE sTU►MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH ft. B <br />