Laserfiche WebLink
2X4 TOP PLATE <br />PLAN -17 <br />PRE-FAB TRUSS <br />VI' CLG. BOARD <br />-- <br />in- DRYWALL 7 ' <br />2X4 WOOD <br />STUDS 024' <br />or - <br />FIN. FLR <br />N I : V I UV:7 IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CA5INET5 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.G. <br />(a:)TYP. INT. WALL (NON-BRG.) <br />lllalSCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />OVER e30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R9 DJJ <br />ON J' O.S.M. SHEATHNG <br />/a, GYPSUM Bt <br />OR Jj' COX PLYWOOD <br />OR 1/2, HIGH <br />SECURED PER <br />STRENGTH CLG. <br />FASTENER SCHEDULE <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOL ID GROUT <br />W/ (I)- 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'.1'-0' <br />PIREINSULATION <br />_ . TRUSS —�VIIR-4.1 <br />SEE ENERGY CODE FORMS <br />R-VALUES <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGEP <br />ER ELEVATION <br />2x FASCIA PER <br />T-P <br />ELEVATIONS <br />oJa. <br />INSULATION <br />VENTED SOFFIT <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />. _STRUCTUR.AL <br />V2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR. L <br />Ix2 P.T. FURRRJG— <br />STRIPS • 24' O.G. <br />6' CMU <br />/1' GYP. WL. BD. - <br />WOOD BASE — <br />n W/ WINDOW OPENING <br />ti <br />FIBERGLASS SHINGLES <br />OVER *30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.1.1 <br />ON I}' 0.5B. SHEATHING <br />OR }' CDX PLYWOOD <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 />0'-0' FIN. FLR <br />B TYP. WALL SECTION <br />NO OPENINCs NOTE: <br />PER SECTION 905.1.1 - FOR ROOF <br />SLOPES 2:IA TO LESS THAN 4:IA' A <br />4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 SCALE. 3/4'•1'-0' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, lU LAYER <br />UNDERLAYMENT 15 PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />61$1 <br />ao eat <br />Fis <br />tea: <br />I ► nc.I.esne role aAa Les <br />ov <br />b• •rrt eL M. <br />veto ewe <br />26 GAS LINE THRU BLOCK <br />erx� w•.rr <br />FIBERGLASS SHINGLES <br />OVER -30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R.905.1.1 ON j' O.SB. <br />SHEATHING OR 3' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TrP. <br />MTL. DRIP EDGE 0A. <br />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 I <br />IR' THICK, 2 COAT <br />PORILAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />8' allu <br />m <br />rggwi <br />" <br />..-►MIMIC- <br />HANWJ <br />PRODUCT G4LV.." �OVEREAD D0.'71R <br />APPROVALROM KRr4:AL 7R/1OC P OT m* <br />DT HALF. �� <br />R"TEHM TO eLca <br />TWGK ORRACKM mDam <br />APPROVAL RE& <br />GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=i'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS—\ <br />STIFFBACK AT ALL UPRK#' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS <br />CONT. 2x RAT RUN SECURED F'ERJ� <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />GYPSUM BOARD OR 1r1' <br />HIGH STRENGTH CLG. BOARD <br />n W/ WINDOW OPENING <br />ti <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ax2 P.T. FURRING <br />STRIPS • 24' O.G. <br />1/2, GYP. WL. BD - <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON J' O.S.B. <br />SHEATHING OR J' COX <br />PLYWOOD SECURED PER <br />I'-O' FASTENER SCHEDULE <br />Tn'. 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 />n TYP. WALL SECTION <br />NO OPENING <br />5 1-STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-C' <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />al <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL327SO <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />wwwabdmigngroupmm <br />AA 8: 000332s <br />sp <br />9VHDIV. a IAT: <br />SILVERADO <br />LOT #22 <br />BLK. #7 <br />PROJECT* <br />04128.002-22071 <br />MODEL <br />4EBB <br />"1828-CALI" <br />GARAGE gVfXNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />DA06/03/19 <br />ac,hxx:1/4"=1'-0" <br />ai�E'P <br />D1 <br />