Laserfiche WebLink
pm� 2X4 TOP PLATE <br />PLAN -_—Y <br />PRE -FAD TRJ58 <br />V2' CL& BOARD <br />V2' DRYWALL T'tr <br />SECURE BT. - <br />PLATE TO SLAB <br />W/ 110d MA60NRY <br />NAIL a 32' OL. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />6TUDS 424' <br />oc. <br />01 L4.10 IN <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />2ES AND WALL <br />JETS 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 />(T)TYP. INT. WALL (NON—BRG.) <br />D1 SCALE, S/4'•1'•0 <br />FIDERGLA66 SHINGLES <br />OVER O30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R908.1.1 <br />ON a, 0.6J6. ON <br />OR}'CDx PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRU&6 <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLANO� <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />401, <br />rY. <br />OH. <br />,5/8• GYPSL" Bf <br />OR 1/2, HKsH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- "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'-V' <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />IRENCE STRUCTURAL <br />ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANtFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />br2 P.T. FURRING — <br />STRPS • 24' Or— <br />v CMU <br />V2' GYP. WL. BD: <br />WOOD BASE — <br />FIBERGLASS 6HMGLEG <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RS05.I.I <br />ON I}' Oha &FEATHMG <br />OR;' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRIS6 <br />MTL. DRP EDGE <br />2x FASCIA PER <br />ELEVATION& <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN FLR1_ 0'-0' FIN. FLR <br />a. <br />L .. <br />4 <br />W/ WINDOW OPENING raLYP. WJ�LI. SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />TO LESS THAN 4:12, A <br />4 1—STORY HIP BLOCK WALL (2)OLAYERIUNDERLAYMENT SYSTEM <br />ecALE. s/4'.r•o' 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 />raa ar LK <br />B GAS LINE THRU BLACK <br />vr.r.r <br />FIBEIC+LASS SH8'YTLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R906.LI ON J' OAJ5. <br />SHEATHING OR k COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I'-0' <br />TYR <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRU&6 <br />WEEP &CREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />N 1HOC 2 COAT - <br />FORRMO CR'otr <br />m-4w ! AITLI® <br />commmY TO <br />MASOMW <br />TO <br />#Zw <br />!a <br />twa P.T. YD <br />ATrACKD TO RL <br />CaL Aa FM <br />APPAWT <br />APPa10vLL A6 <br />MALAW r <br />NAGIM ROD <br />a GARAGE DOOR JAMBS <br />D1 SCALE: II/2'•I'-m' <br />2x BLOCKING BETWEEN TRUSSES, <br />PER STRUCTURAL DETAIL6-1 <br />STIFFDAGG AT ALL UPRhSWT <br />PER STRUCTURAL DETAILS <br />PRE-ENG U0 TRUSS <br />CONT. 2x RAT RW SECURED PER—�j <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUE6 <br />4,PER ELEVATION <br />51W GYP'SIJM BOARD OR I/2' <br />HKaH STRENGTH CLG. BOARD <br />1/2' THICK, 2 COAT-1--- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR L <br />S' CMU a <br />..a <br />..a <br />W/ WINDOW OPENING <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUPACTURES SPECFICATION6 <br />REFERENCE <br />STRUCTURAL <br />,Ix2 P.T. FURRING <br />6TRIP6 • 24' O.C. <br />1/2, GYP. WI.. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R605.1.1 ON J' O.6D. <br />SHEATHING OR I- CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.H. 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' T141M 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0 <br />ILI 0'-0' FIN. FLR <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />1 SCALE, NA*.I'-QY <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdeso*oup.com <br />AA lJ: 000332E <br />all <br />0 <br />MM <br />sUNDIV as w <br />ABBOTT PARK <br />LOT #9 <br />BLK. #10 <br />PROJlJCTt1► <br />081.000-09102 <br />ko1D2JJId <br />4EBB <br />"1828—CALI" <br />GARAOX BWZNGt <br />LEFT <br />PAGJEt <br />DETAILS <br />160 MPH EXP. C <br />0 <br />v� <br />A. ABOISINAM <br />DAATAk- 11/25/19 <br />•CALIF 1/4"=1'-0" <br />829ZZT <br />D1 <br />