Laserfiche WebLink
2X4 TOP PLATE <br />P <br />PRE-FAS TRUSS <br />V2' CLCs. COAL® <br />VY DRYWALL <br />SECURE BT. — <br />PLATE TO SLAG <br />W/ IOd MASONRY <br />NAIL R 32' Or <br />— <br />MAX <br />FRN. FLR <br />2X4 WOOD <br />STUDS •24' <br />oic. <br />SLAB <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 16' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />TYP. INT. WALL NON—BRG. <br />D7 SCALE, 3/4'.I'-o' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.I.1. <br />ROOF SHEATHNG <br />THICKNESS AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS --�/gyp <br />MTL. DRIP EDGE J/I� / <br />2x FASCIA PER—J X 1 -0 <br />ELEVATIONS / I T oAYIH. <br />VENTED SOFFIT <br />In' THICK 2 COAT PORTLAND <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/ CU- 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 />OR GYPSUM BOARD <br />OR V2' aSTREW3TW GLG. <br />BOARD <br />_SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />I 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. OL. <br />8' CMU� <br />In, GYP. O.L. BD.� <br />WOODBASE —� <br />.'a <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FISM 905.U. <br />ROOF SHEATWIRNG <br />THICKNESS AS PER <br />SHEET &4L <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <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 />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'-V' SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER, (I) <br />LAYER UNDERLAYMENT 15 <br />PERMITTED BUT MUST BE PER ASTM <br />D226 TYPE 11, ASTM D 486S TYPE <br />IV, OR ASTM D 6151 <br />r. LK <br />t FYC ewR nowa�s w <br />2B GAS LINE THRU BLOCK <br />vrnr <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR SMI.L <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNLSECURED PER <br />FASTENER SCHEDULE <br />IL. DRIP EDGES / <br />2x FASCIA PER MA: <br />ELEVATIONS O.W <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 />naco�cr GALV.are3� <br />AP40VAL IFAQ VEPVVAL TRACK <br />FASTaWID ro <br />TRAM aRACKUe <br />uv neocx= <br />APF WAL RRa <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•I'-W <br />2X4 SPF 24. O.C. MAX <br />SECURE W/ 1NAILB� <br />* EA.. END <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAIL6 <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS <br />�gvPRE -ENS WC. TRUSS <br />, PER ELEVATION <br />Ir <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORTS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />If <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIG14 STRENGTH CLG. BOARD <br />1/2' THICK 2 COAT-1— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FN. FLR, <br />� L:' I <br />V ChN� v ° <br />a <br />n W/ WINDOW OPENING <br />a <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />ix2 P.T. RRRNG <br />STRIPS • 24' Or- <br />1/2* GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDER.AYMENT <br />AS PER FBCR 9M.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHRYs <br />THICKNESS AS PER <br />SWEET 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 />STRUG7URAL DETAILS <br />TYP. WALL SECTION <br />NO OPENING <br />Ml—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-C' <br />0'-0' FIN. FLR <br />1441 N. RONALD RFAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA B: 0003325 <br />R <br />w <br />r <br />d <br />a <br />r <br />I <br />Ip <br />tmDly. ae w . <br />BBOTT PARK <br />LOT #28 <br />BLK #11 <br />ROJECTUp <br />04181.000-28111 <br />MODEL• <br />4EBB <br />"1828—CAU" <br />GARAGE 19VrMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />16 PH 9 . C <br />