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E� <br />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 />- <br />STRUCT DWGS. <br />60 MIN. <br />GRADE D <br />PAPER <br />BACKED I <br />LATH I <br />- <br />__ <br />— WALL I <br />i <br />SHEATHING I <br />r <br />7/8" 3-COAT <br />STUCCO <br />_ SHEATHING <br />j <br />FLUSH WITH <br />I r 1' <br />BLOCK WALL <br />j <br />MID -WALL WEEP <br />;REED/EXPANSION <br />JOINT <br />I <br />6" SELF ADHERED <br />FLASHING <br />5/8" <br />I <br />CEMENTITIOU <br />�\ <br />COATING <br />BUILDING FELT <br />- ON TOP OF <br />CONC. BLOCK---�� <br />UNDER FLOOR <br />MAINTAIN 1/8" GAP <br />MEMBERS <br />BETWEEN SHEATHING <br />CONCRETE <br />AND TOP OF BLOCK <br />BLOCK <br />WALL <br />EXPANSION JOINT (EJ) AT FRAME & MASONRY <br />SCALE: 1/2" = V-0" <br />fe' <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/ $" <br />LEG MAY BE USED TO TEMP. <br />SECURE CONTROL JOINT <br />DURING INSTALLATION <br />FASTENERS TO BE SPACED @ 7" <br />O.C. MAX. VERTICALLY <br />LATH SHALL NOT BE BE CONTINUOUS <br />THROUGH CONTROL JOINTS <br />BUT SHALL BE STOPPED AND TIED AT <br />EACH SIDE PER ASTM C1063 7.10.1.4 <br />f� <br />TYPICAL STUDS <br />4" TO 1/2" GAP MIN,,�'� <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />TYPE "M" CONTROL JOINT (CJ <br />SCALE: N.T.S. <br />Z <br />Lo <br />T <br />"L" FLASHING <br />SCALE: N.T.S. <br />$" 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 />'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 />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 />s <br />L <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 />8" THICK, 3 COAT <br />CEMENT PLASTER <br />HORIZONTAL WEEP SCREED <br />SCALE: N.T.S. <br />STEP 1 STEP 2 <br />0 <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 />Q <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B <br />/1-T-r-M A <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 />W <br />0 01— <br />> IZ ¢ 0 <br />W H <br />cnUWw <br />Q W F- <br />2 — Q <br />LL o�SZW <br />Z� <br />W a- Q <br />2 � <br />�2ZU_cn <br />�E-¢?o <br />n <br />a, 0 N <br />CZ � cr <br />O <br />H <br />o <br />o <br />z <br />MwI <br />p v) <br />V <br />o j <br />0 <br />Im <br />Af <br />w <br />w <br />0 <br />w <br />0 <br />3 <br />z <br />0 <br />rL <br />W <br />0 <br />tn <br />04 <br />ro <br />N 7824 �•. <br />ST TE F tL <br />e�;�s•. C p R tag; <br />LINKS AT CALUA SPRINGS <br />PLAN # 6103` <br />RELEASED: 10/5/21 <br />SHEET <br />wpm l <br />oil <br />