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"LAL,IA L_ e .. ut w lK ua al 1 l I Y i a <br />2X <br />FRAMING <br />BARRICADE PLUS WRB FLOOR <br />SHEATHING PER <br />(OR APPROVED EQUAL) SPEC. <br />RIM BOARD <br />REFER TO <br />STRUCT DWGS. <br />60 MIN. <br />GRADE D <br />PAPER <br />BACKED I <br />LATH <br />WALL <br />SHEATHING I (j <br />7/8" 3-COAT <br />STUCCO I <br />I <br />SHEATHING I ■ <br />FLUSH WITH <br />BLOCK WALL <br />MID -WALL WEEP <br />SCREED/EXPANSION I <br />JOINT <br />6" SELF ADHERED <br />FLASHIN <br />5/8" I <br />CEMENTITIOU �\ <br />COATING <br />BUILDING FELT <br />ON TOP OF <br />CONC. BLOCK - <br />UNDER FLOOR MAINTAIN 1/8" GAP — <br />MEMBERS BETWEEN SHEATHING <br />TYPICAL AT ALL WOOD CONCRETE AND TOP OF BLOCK <br />TO MASONRY BLOCK WALL <br />TRANSITIONS <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 />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 />_z <br />ul <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 />IETAL LATH <br />AP WRB & TAPE OVER ROOF/WALL <br />CREED <br />X5 "L" TYPE CONTINUOUS GALV. <br />IETAL FLASHING (NAIL TO ROOF <br />)ECK, NOT WALL SHEATHING) <br />INDERLAYMENT PER CODE <br />;AP SHINGLE - DO NOT NAIL, <br />ISTALL WITH ROOF CEMENT <br />IOOF CEMENT <br />►HINGLE ROOFING <br />WOOD SHEATHI"' <br />BARRICADE PLUS WF <br />(OR APPROVED EQUP <br />LAP SIDING (PER BUILDE <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 SHEATHIN <br />UNDERLAYMENT PER CO[ <br />CAP SHINGLE - DO NOT NAIL, INSTAI <br />WITH ROOF CEMEP <br />ROOF CEMEP <br />SHINGLE ROOFI� <br />"L" FLASHING -SIDING <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 />U) <br />BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />WOOD SHEATHING <br />WOOD CONSTRUCTION <br />60 MIN. GRADE D <br />PAPER BACKED LATH <br />METAL LATH <br />8" MID -WALL WEEP <br />SCREED <br />6" SELF-ADHESIVE <br />FLASHING <br />" THICK, 3 COAT <br />CEMENT PLASTER <br />HORIZONTAL WEEP SCREED <br />SCALE: N.T.S. <br />STEP 1 STEP 2 <br />FOLD <br />FOLD INWARD @ PT. A <br />STEP 3 <br />FOLD @ <br />FOLD ar 770 <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B <br />CREASE @ PT. C <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B <br />STEP 4 <br />WATERTIGHT SEAL. <br />FOLD. DO NOT CUT. <br />BOTTOM FLANGE <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B <br />CREASE @ PT. C <br />FOLD PT. C OVER PT. B TILL <br />PT. 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