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BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />' TYPICAL AT ALL WOOD <br />TO MASONRY <br />TRANSITIONS <br />2X <br />FRAMING <br />FLOOR <br />SHEATHING PER <br />SPEC. <br />\ <br />RIM BOARD <br />REFER TO <br />STRUCT DWGS. <br />b' <br />60 MIN. <br />GRADE D <br />PAPER <br />BACKED 1 \ <br />LATH <br />WALL --+� <br />SHEATHING j <br />1 <br />7/8" 3-COAT <br />STUCCO , <br />1 <br />SHEATHING j = <br />FLUSH WITH r <br />BLOCK WALL j <br />MID -WALL WEEP"1� <br />SCREED/EXPANSION <br />JOINT 1 <br />6" SELF ADHERED <br />FLASHING <br />5/8" I <br />� <br />CEMENTITIOUa__ �\ <br />COATING <br />BUILDING FELT <br />ON TOP OF <br />CONC. BLOCK <br />\_ <br />UNDER FLOOR <br />MEMBERS <br />CONCRETE <br />BLOCK <br />MAINTAIN 1/8" GAP <br />BETWEEN SHEATHING <br />AND TOP OF BLOCK <br />WALL <br />EXPANSION JOINT (EJ) AT FRAME & MASONRY <br />SCALE: 1/2" = 1'-0" <br />PREFORMED CONTROL <br />JOINT <br />FLANGE OF CONTROL <br />JOINTS TO BE WIRED TIED <br />TO LATH @ 9" O.C. MAX. (VERT.) <br />NOTE: DO NOT FASTEN CONTROL <br />e; JOINT TO WALL EVEN IF STUD <br />EXISTS BEYOND EXCEPT STAPLES W/ 8" <br />LEG MAY BE USED TO TEMP. <br />SECURE CONTROL JOINT <br />DURING INSTALLATION <br />FASTENERS TO BE SPACED @ 7" <br />O.C. MAX. VERTICALLY <br />LATH SHALL NOT BE BE CONTINUOUS <br />THROUGH CONTROL JOINTS <br />BUT SHALL BE STOPPED AND TIED AT <br />EACH SIDE PER ASTM C1063 7.10.1.4 <br />TYPICAL STUDS <br />TYPE "M" CONTROL JOINT (CJ <br />SCALE: N.T.S. <br />z <br />iA <br />"L" FLASHING <br />SCALE: N.T.S. <br />8" THICK, 3 COAT <br />CEMENT PLASTER <br />60 MIN. GRADE D <br />PAPER BACKED LATH <br />APPROVED METAL LATH FASTENED @ 7" (VERT.) <br />O.C. MAX. AT SUPPORTS <br />BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />WOOD SHEATHING <br />PROVIDE 2X4 BLOCKING <br />FLAT MAX. 6" TO 8" FROM <br />CONTROL JOINT WHEN CONTROL <br />JOINT FALLS ON STRUCTURAL STUD <br />2X4 BLOCKING <br />NOTE: <br />1. FASTENERS FOR LATH TO BE NAILS OR <br />STAPLES IN COMPLIANCE W/ ASTM C1063 <br />2. WIRE TIES TO BE NO. 18 - 0.0475" WIRE <br />3. BLOCKING SHOWN MAY BE IN ADDITION TO <br />WALL STUDS REQUIRED PER PLAN <br />'VOOD SHEATHING <br />0 MIN. GRADE D PAPER BACKED <br />ATH OVER BARRICADE PLUS WRB <br />DR APPROVED EQUAL) <br />" THICK, 3 COAT CEMENT PLASTER <br />1ETAL LATH <br />AP WRB & TAPE OVER ROOF/WALL <br />CREED <br />X5 "L" TYPE CONTINUOUS GALV. <br />1ETAL FLASHING (NAIL TO ROOF <br />IECK, NOT WALL SHEATHING) <br />INDERLAYMENT PER CODE <br />',AP SHINGLE - DO NOT NAIL, <br />JSTALL WITH ROOF CEMENT <br />IOOF CEMENT <br />;HINGLE ROOFING <br />WOOD SHEATHI� <br />BARRICADE PLUS WF <br />(OR APPROVED EQUA <br />LAP SIDING (PER BUILDEI <br />MIN. LAP (PER MANUF. SPEC <br />STARTER STRIP (PER MANUF. SPEC; <br />MIN. CLEARANCE (PER MANUF. SPEC; <br />5X5 "L" TYPE CONTINUOUS GAL <br />METAL FLASHING (NAIL TO ROOF DEC <br />NOT WALL SHEATHINI <br />UNDERLAYMENT PER COE <br />CAP SHINGLE - DO NOT NAIL, INSTAL <br />WITH ROOF CEMEI <br />ROOF CEME� <br />SHINGLE ROOFIN <br />"L" FLASHING - SIDING <br />SCALE: N.T.S. <br />8" THICK, 3 COAT <br />CEMENT PLASTER <br />60 MIN. GRADE D PAPER BACKED LATH <br />BARRICADE PLUS WRB (OR APPROVED EQUAL) <br />WRAP LAYERS OF BUILDING <br />WRAP OVER NAILING FLANGE, STOP <br />WRB APPROX. 1-1/2" ABOVE SHINGLES <br />ROOF/WALL SCREED <br />5X5 WALL FLASHING <br />KICK -OUT FLASHING (SEE DTL. BELOW) <br />FELT UNDERLAYMENT <br />AS REQ'D BY CODE <br />SHINGLE ROOFING <br />FASCIA WRAP <br />DRIP EDGE: OVERLAP 3", EXTEND <br />BELOW SHEATHING, MECH. FASTEN <br />4" O.C. MAX. <br />KICKOUT DETAIL <br />SCALE: N.T.S. <br />z 3�4fiN <br />Lo <br />STEP 1 <br />FOLC <br />BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />WOOD SHEATHING <br />WOOD CONSTRUCTION <br />60 MIN. 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