Laserfiche WebLink
2X4 TOP PLATE <br />PRE -FAD TRUSS <br />1/2' CLG. BOARD <br />7 <br />V2' DRYWALL <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ l0d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS *24' <br />OC. <br />GLAD <br />NUIt: OIUV* 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 IV 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 />21 SCALE, 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET ONI, <br />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 />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 />m PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'"I'-C' <br />5/8' GYPSUM BOARD <br />OR IR' HKsH <br />STRENGTH CLG. <br />BOARD <br />BP <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />m. PER ELEVATION <br />TYP. <br />ON. <br />R-4.1 INSULATION —� <br />WINDOW ATTACHMENT <br />�AS PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING —� <br />STRIPS • 24' O.C. <br />8' CMu <br />1/2' GYP. ILL. <br />�— WOOD RASE------------- <br />0'-0' FIN. FLRj _ <br />d . <br />ti. <br />a <br />a 4 <br />W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSCR SM.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />IF!' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />n< <br />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION FBCR W5.1.1 - FOR <br />4 1-STORY HIP BLOCK WALL 4:12�A (2)LAYERUNDERLAYMENT <br />D1 SCALE' 3/4'.I'-V SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER, (I) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />0226 TYPE II, ASTM D 486S TYPE <br />IV, OR ASTM D 6151 <br />v <br />I1 <br />4.i 4!4�i :�i�iTitiTiT•ATiTiTiTi�ilOi' <br />rcm <br />mUNE THRU BLOCK <br />OW <br />O TO FLL <br />FIR <br />u. R1GL <br />woo <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX <br />WITH UNDERLAYMENT SNGECURE W/ (2)12d NAILS <br />AS PER FBCR 905.1.1. • EA. END <br />ROOF SHEATHING Zx BLOCKIBETWEEN TRUSSES <br />THICKNESS AS PER PER STRUCTURAL DETAILS <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />STIFFDACK AT ALL UPRIGHTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS <br />5' PRE-ENG WD. TRUSS Zx FASCIA PER MAX <br />ELEVATIONS O• <br />VENTED SOFFIT PER ELEVATION <br />WALL SHEATHNG CONT. 2x RAT MIN SECURED PER / <br />THICKNESS AS PER STRUCTURAL DETAILS / <br />SHEET GNI. SECURE PER SEE ENERGY CODE FORMS FOR <br />FASTENER SCHEDULE NSULATION R-VALUES <br />ON SHEET 8NI PER ELEVATION <br />PRE-ENG. GABLE TRUSS 5/8' GYP" BOARD OR 1/2' <br />HIUH STRENGTH CLG. BOARD <br />WEEP SCREED <br />2x P.T. SECURED STRUCTURAL DETAILS <br />1/2' THICK, 2 COATy— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLP-JI <br />a, Cmi <br />4: <br />n W/ WINDOW OPENING <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' Or- <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBER-A88 8WWxL.ES <br />WITH UNDERLAYMENT <br />AS PER FDCR 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 84L <br />PRE-EWX GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />Cm <br />0-0' FIN. FLR <br />n <br />NOBALL SECTION <br />OPENING <br />5 1-STORY GABLE BLOCK WALL <br />1 SCALE, 3/4'.i'-O' <br />A E B N I T! 6 T= <br />Groin" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH:407-774.6078 <br />FAX: 407-774-4078 <br />www.abde•igngroup.com <br />AA #: 0003325 <br />�NIIII, <br />anNn, <br />atrBDiv & LOT: <br />SILVERADO <br />LOT #19 <br />BLK #13 <br />PROJECT <br />03719.00�0-19131 <br />HODRIA <br />"2558-HAIITHORNr <br />GARAGE DWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH B <br />mm <br />F-PRINTDATE: 1/28/21 <br />aCAi.E: 1/4"=l'-0" <br />8mmET <br />D1 <br />