Laserfiche WebLink
2X4 TOP PLATE <br />PLAN v <br />PRE-FAB TRUES <br />Id' CLG. BOARD-- /I r <br />1/2' DRYWALL —­-­ T` F- <br />SECURE BT. - <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • WOO. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS 424. <br />or_ <br />SLAB <br />D I UVO IN <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />FES AND WALL <br />LETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />2�TYP. INT. WALL (NON—BRG.) <br />D1 SCALE, 3/4'•I'-O' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE -ENS TRUSS TTO�jP4 <br />MTL. DRIP EDGE2x FASCIA PERELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORI LAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR_ <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />w/ (0- 45 <br />(2) COURSE <br />DO NOT CUT <br />THE 5OND <br />BEAM <br />RE5ARS <br />2A PIPE THROUGH BOND BEAM 12 GAS LINE <br />D1 SCALE:3/4'"I'-0' D <br />y PYC �aH ron e,u w <br />BLOCK <br />FIBERGLASS SHINGLES--�, <br />WITH UNDERLAYMENT <br />FIBERGLASS SHINGLES <br />AS PER FBCR SODA. <br />WITH UNDERLAYMENT <br />ROOF SHEATHING <br />AS PER FBCR 905.1.1. <br />THICKNESS AS PER <br />ROCF SHEATHING <br />SHEET SNL SECURED PER <br />THICKNESS AS PER <br />FASTENER SCHEDULE <br />SHEET SNI. <br />SECURED PER <br />5/8' GYPSUM BOA <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />2x FASCIA PER <br />BOARD <br />REFERENCE <br />ELEVATIONS <br />06 PER aLavAn <br />STRUCTURAL <br />VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR <br />PRE -FLAG TRU88 <br />WALL SHEATHING <br />A ATHIW <br />INSULATION R-VALUES <br />THICKNESS <br />PESHEATHINGREFERENCE <br />STRUCTURAL <br />SHEET SNL 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-4U INSULATION <br />VENTED SOFFIT <br />WEEP SCREED <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />2x P.T. SECURED PER <br />SPECIFICATIONS CFI _ <br />STRUCTURAL -DETAILS <br />i r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />a' CMU <br />112, GYP. WL. BD. - <br />WOOD BASE — <br />c <br />d. <br />u a. <br />W/ WINDOW OPENING <br />Vt' IWM 2 COAT - <br />PCOUL ND CLAIM <br />RL "Ta Arn.so <br />Dummy TO <br />0 <br />COWWR MEAD <br />V C197 SC �TwlcTlwAl. FOR <br />2xe P.T. "D <br />ATTACHM TO PRL <br />qLL AS FM <br />APP01 VAL lab <br />e4LN1T . <br />sAaae woo <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'"1'-0' <br />i 2X4 SPF 24' O.G MAX, - <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUE <br />—PER STRUCTURAL DETAIL' <br />OTIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />ev PRE-ENG WD. TRUSS <br />CONT. 2x RAT RUN SECURED PIE <br />STRUCTURAL DETAILS J/ <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 PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY 1/2' THICK 2 COAT— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />}, 0'-0' FIN. FLR 0'-O' FIN. FLR <br />a' CMU <br />.a <br />< 4: <br />B TYP. WALL SECTION W/ WINDOW OPENING <br />NO OPENING NOTE: <br />PER SECTION F5CR W5.1.1 - FOR <br />ROOF SLOPES 2:12 TO LESS THAN <br />�1—STORY HIP BLOCK WALL —STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT <br />D1 SCALE, 3/4'.1'-0' SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GRATER, (U <br />LAYER UNDERLAYMENT iS <br />PERMITTED BUT MUST 5E PER ASTM <br />D226 TYPE II, ASTM D 4869 TYPE <br />IV, OR ASTM D 6151 <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 />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR SM.U. <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 SWEET SNI. <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.N. SECURED PER <br />STRUCTURAL DETAILS <br />CMAU <br />0'-0' FIN. FLR <br />a. . <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />\lpV SCALE, 3/4'.r-D' <br />' A R C N IT 10 T 8 <br />GrouPn <br />1441 N. RONALD REAGAN BL\ <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngroup•com <br />L AA A: 0003325 <br />I$ <br />aUBDM rk I,OT: <br />SILVERADO <br />LOT #23 <br />BLR #13 <br />PROJWT <br />03719.00t-23131 <br />MODExe <br />"2558-HATMORNE" <br />GARAGE awING: <br />RIGHT <br />PAGE: <br />DETAILS <br />It <br />150 MPH E B <br />