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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 />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 <br />I <br />7/8" 3-COAT <br />STUCCO <br />_ SHEATHING j <br />FLUSH WITH I' <br />BLOCK WALL j <br />MID -WALL WEEP <br />;REED/EXPANSION <br />JOINT <br />6" SELF ADHERED <br />FLASHIN i <br />5/8" 1 <br />CEMENTITIOUSJ \1 <br />COATING <br />BUILDING FELT <br />ON TOP OF <br />CONC.BLOCK <br />UNDER FLOOR <br />MEMBERS <br />CONCRETE <br />BLOCK <br />/ �------ <br />MAINTAIN 1/8" GAP <br />BETWEEN SHEATHING <br />AND TOP OF BLOCK <br />WALL <br />I Z <br />I <br />I <br />I <br />io <br />I T <br />I <br />I <br />I <br />I <br />I <br />EXPANS ION JOINT (EJ) AT FRAME & MASONRY <br />SCALE: 1 /2" = V-0" <br />s" THICK, 3 COAT <br />PREFORMED CONTROL CEMENT PLASTER <br />JOINT <br />60 MIN. GRADE D <br />FLANGE OF CONTROL PAPER BACKED LATH <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 `"It4" TO 1/2" GAP MIN, - <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 />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 />f1VA nl /1lI/111/ <br />"L" FLASHING <br />SCALE: N.T.S. <br />WOOD SHEATHING <br />60 MIN. GRADE D PAPER BACKED LATH <br />OVER BARRICADE PLUS WRB (OR <br />APPROVED EQUAL) <br />F THICK, 3 COAT CEMENT PLASTER <br />METAL LATH <br />LAP WRB & TAPE OVER ROOF/WALL <br />SCREED <br />5X5 "L" TYPE CONTINUOUS GALV. <br />METAL FLASHING (NAIL TO ROOF DECK, <br />NOT WALL SHEATHING) <br />ICE AND WATER SHIELD <br />15" VERTICAL AND 15" DOWN ROOF <br />CAP SHINGLE - DO NOT NAIL, INSTALL <br />WITH ROOF CEMENT <br />ROOF CEMENT <br />SHINGLE ROOFING <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 />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 />Cz <br />C <br />in <br />3� <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 <br />FOLD <br />FOLD @ <br />FOLD INWARD @ PT. A <br />STEP 3 <br />©© FOLD @ 77° <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B <br />CREASE @ PT. C <br />STEP 2 <br />O <br />450 <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B <br />STEP 4 <br />JUL 3 12020 <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. C TOUCHES BOTTOM FLANGE <br />Lu <br />uj <br />LUZ �00� <br />i <br />>oC¢O <br />LLI p F- <br />Uww cn <br />Q = W ~ <br />JU)LuLLI <br />CC cc <br />�1QF-z <br />�LL00_U) <br />zzzpz <br />J Q 2 J <br />Lu EL it a <br />� U) 0 U <br />� 2 Z LL U) <br />�F-Qzp <br />+� n <br />p¢ <br />n <br />Q o <br />O g <br />Q <br />FF-Z <br />2 <br />0 <br />0 <br />U <br />� <br />o <br />Z <br />I� <br />0 <br />0 t) <br />0� <br />al I=o <br />x w <br />w <br />wA <br />a <br />U <br />w <br />0 <br />x <br />z <br />I <br />z <br />0 <br />I <br />I <br />I <br />I <br />i <br />}� <br />a <br />I <br />I <br />U <br />c <br />I <br />' <br />w <br />o <br />I <br />I <br />I <br />c <br />t <br />o� <br />I <br />c <br />i <br />' <br />cn <br />� <br />1 <br />�Z <br />aaaaa <br />I <br />c <br />1 <br />i <br />I <br />c <br />c <br />COMMUNITY: <br />LINKSRI c <br />PLAN # 6103 L <br />RELEASED: 5/15/20 i <br />SHEET f <br />WPM I <br />i <br />r <br />i <br />3 <br />