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HOUSEWRAP BARRIER (I, <br />JOINTS) OVER EXTERIOR <br />SHEATHING PER SPEC* <br />TO OVERLAP RUBBERIZE <br />FLASHING <br />RUBBERIZED THRU-WALL <br />FLASHING, EXTEND UP Ir <br />VERTICALLY (4- MIN <br />VERTICAL PROJECTION <br />ABOVE SUBFLOOR), TRIk <br />TO OUTSIDE FACE OF <br />BRICK <br />THRU-WALL FLASHING_ <br />KIM TO SCALE <br />REFR 70 DETAIL FOR CUTTING <br />RARRIER AT WINDOW OPENIh <br />HOUSEWRAP BARRIER rrAPE ALL <br />)OINTS) OVER EXTERIOR <br />SHEATHING PER SPEOMEATHING <br />TO OVERLAP RUBIS <br />BLDG FELT BETWEEN <br />FLASHING <br />SEWRAP LARRIER AND <br />X VENEER -TYPICAL UP <br />RUBSERUED 7HRU-WAU. <br />FLASHING, EXTENID UP Ir <br />VERTICALLY (4- MIN <br />VERTICAL PROJECTION <br />ABOVESUBFUDOR), <br />7RIM TO OUTSIDE FACE <br />31 HOLES AT COURSE <br />OF BRICK <br />)VE FLASHING - 2r O.C. <br />RRONTALLY <br />SOLID GROUT BEHIND <br />HOUSEWRAP LARRIER - <br />COORDINATE 15# BUILDING FELT <br />APPLICATION WHERE BRICK VENEER 6 <br />SPECIFIED <br />I= HOUSEWRAP DOWN OVER HEAD FLASHING <br />AND APPLY CORNER PATCH EXTENDING 1'MIN. <br />BEYOND BARRIER Off <br />MALL HEAD FLASHING OVERLAPPING <br />WINDOW RANGES A MIN. OF r - MALL <br />UNDER HOUSEWRAP <br />APPLY JAMB RASHING OVER SIDE <br />WINDOW RANGES - MIN. I* ABOVE <br />HEAD AND r OVERLAP AT SILL <br />INSTALL WINDOW OVER SEALED AND FLASHED <br />PREMANUFACTURED SILL PAN BEFORE TAPING - FILL <br />EINTIRE INTER11OR PERIMEM GAP W / <br />NON -EXPANDING FOAM OR SEALANT <br />TAPE SEAM OF OVERLAPPING PLASTIC SILL <br />BOOT <br />=7 <br />WINDOW OPENING FLASHING <br />NOT TO SCALE <br />15# BLDG FELT BETWEEN <br />HOUSE~ BARRIER AND <br />BRICK VENEER -TYPICAL <br />CONTINUOUS MORTAR NET <br />WEEP HOLES AT COURSE <br />ABOVE FLASHING - 7.40 O.C. <br />HORIZONTALLY <br />FOUNDATION <br />BRICK LEDGE <br />THRU-WALL FLASHING @ BRICK LEDGE <br />NOT TO SCALE <br />CAST STONE SILL OR- ­ <br />BRICK ROWLOCK - <br />REFER 70 BEV. <br />BRICK SOLDIER (OR) 3 BRICK <br />COURSES -REFER 70 ELEV. <br />THRU-WALL MEMBRANE <br />FLASHING <br />WAINSCOT DETAIL <br />NOT TO 61-ALE <br />HOUSE WRAP OVER WALL SHEATHING - PROVIDE <br />B40WH OVERLAP TO COVER METAL HASHING <br />AND THROUGH -WALL FLASHING <br />TAPE OVERLAPPING SEAM <br />SDING PER SPEC <br />17 BENT METAL FLASHING - <br />EXTEND r VERTICALLY <br />ExIERIOR SEALANT <br />I <br />CAST STONE SILL OR BRICK <br />ROWLOCK- REFER TO ELEVATION <br />BRICK TIE <br />WEEP HOLE <br />THRU-WALL MEMBRANE FLASHING <br />TO FACE OF BRICK W/ MIN. 24" <br />VERTICAL LEG. LAP UNDER <br />BUILDING WRAP. <br />7ff STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B., <br />LATH AND STUCCO) - PER SPEC <br />PEEL 8, STICK BRIDGE FLASHING, SHINGLE LAPPED <br />OVER STUCCO ACCESSORY <br />VINYL PLASM DRIP SCREED - PER SPEC <br />INSTALL PER MANUFACrUREn NWALLATION NMUC110M <br />CAP SHINGLE - DO NOT STAPLE OR NAIL <br />ROOF CEMENT <br />SHINGLE ROOFING ON ROOFING UNDERLAYMENT- PER SPEC <br />PEEL & STICK BRIDGE RASHING. OVERLAP ON TO ROORNG <br />UNDERLAYMENT <br />6W CORROSION RESISTANT WE RASHNG - PER SPEC <br />PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS <br />DRAWINGS FOR SPACING AND CONNECTION DETAILS <br />NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED <br />PER MANUFACTMERS INSTALLATION INSTRUCTION. VERIFY ROOF <br />SHEATHING WITH STRUCTURAL DRAWINGS <br />ROOF TO WALL AT RAKE <br />— — — — — - <br />GABLE END WHERE OCCURS <br />SCALE: 3"- 1 -0" <br />j— <br />REFER EUNATM AND DETAILS <br />12 F <br />TYMM ROOF COVERING PER VEC <br />SEE ROOF 1� <br />PLAN <br />TYPICAL ROOF TRUSSES PER SPEC <br />TYPICAL ROOF INSULATION PER SPEC <br />ROOF <br />DRIP EDGE PER CODE & COMM. SPEC <br />TOP OF CM.U. <br />REFER TO ELEVATIONS <br />MATERIAL - PER SPEC <br />FASCIA PER CODE & COMM. SPEC, <br />REFER TO <br />TYPICALSOFFITRINISH PER SPEC <br />FOR TRUSS TO WALL <br />TIE BEAM - REFER STRUCTURAL <br />CONNECTION <br />TFAM PER ELEVATION PER SPEC <br />Ir CMU BLOCK REFER STRUCTURAL <br />TYPICAL STUCCO FINISH ON KOCK PER <br />SPEC <br />TYPICAL WRY" WALL <br />FINISH AND INSULATION <br />OVER BLOCK PER SPIEC <br />WAINSCOT PER REV. PER SPEC <br />VERIFY FOUNDA71ON PROFILE VARIES BY <br />TYPICAL BASE <br />LOCATION / CONDITIONS <br />Pat VEC <br />REFERSTRUCIVRAL <br />FYDEFAIL FOR TERMINATION WALL <br />R45H AT FOUNDATION PER ELEVATION A <br />MATERIAL <br />"M <br />REFER TO PLOT PLAN FOR SLOPE <br />CONRGLIRA71ON <br />TYPICAL 1 -STORY WALL SECTION <br />NOT TO SCALE <br />l/r STUCCO OVER FRAME (SHEATHING, 2 LAYER <br />N". LATH AND STUCCO) - PER SPEC <br />PEEL A, STICK BRIDGE FLASHING, SHINGLE LAPPED <br />OVER STUCCO ACCESSORY <br />VRM PLASM DRIP SCREED - PER SPEC <br />INSTALL PER MANUFACrURER!S INSTALLATION <br />INMUCTIOM <br />CAP SHINGLE - DO NOT STAPLE OR NAIL <br />ROOF CEMENT <br />6'W CORROSION RESISTANT BASE <br />RASHING frYP) <br />PRE-ENGINEERED WOOD TRUSSES SEE <br />STRUCTURAL AND TRUSS DRAWINGS FOR <br />SPACING AND CONNECTION DETAILS <br />TYPICAL EXTERIOR WALL ASSEMBLY - SEE <br />STRUCTURAL DRAWIINGS <br />NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED <br />PER MANUFACIUREn INSTALLATION INSTRUCTION. VERIFY ROOF <br />SHEATHING WITH STRUCTURAL DRAWINGS <br />(-,-,ROOF TO HEAD OF WALL - SHINGLE <br />ll-�� SCALE; 3". 1'-0" <br />@Ml " DEVELORIENT <br />DO NOT SCALE TLESE DRA1065 <br />�ER� WILDING. ORIEWATION UTW <br />CONTRACTOR AND STE PLANS <br />BEFORE C"TRtJCT THESE <br />DRAING56 DO NOT C4XTAN <br />SPECIFIC INFORIATION FOR <br />STRXILIRA. ELEMNT6 (TO BE <br />PRO�DED By EW.NEER OF <br />RECORD) ANY DISCREPANCY <br />(DIMENNON5, ORIENTATION, ETC) <br />BETWEEN 7WM DRA~ `ND T <br />ASSMIATED DRAWN0.5 xd/m SRE <br />DRAWW,5 S" BE IMPORTED TO <br />CONTRACTOR T ONCE AND NO <br />CMTRE ON SWALL PROCEED <br />LNrlL CORRECTED. TIE <br />C4NT$IACTOR ASW'ES �E <br />RESPONNXITY TOM TALL <br />RECLIREMNIS OF LOCAL BU DW. <br />OFFICLALS I TO CO -FLY LM STATE <br />BUILDW, CODE& <br />0 <br />Lu <br />4 <br />> <br />w <br />11c <br />,It <br />cc <br />C) <br />U <br />emo <br />E <br />C) <br />00 <br />co <br />VERSION: 5.�O <br />MISC. DETAILS <br />swo <br />A-3-91 <br />