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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 <br />LATH <br />WALL <br />SHEATHING <br />7/8" 3-COAT — <br />STUCCO <br />SHEATHING <br />FLUSH WITH <br />BLOCK WALL <br />MID -WALL WEEP <br />CREED/EXPANSION <br />JOINT <br />6" SELF ADHERED <br />5/8" <br />CEMENTITIOUS <br />COATING <br />BUILDING FELT <br />ON TOP OF <br />CONC. BLOCK <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 />JOINT TO WALL EVEN IF STUD <br />EXISTS BEYOND EXCEPT STAPLES W/ $" <br />LEG MAY BE USED TO TEMP. <br />SECURE CONTROL JOINT <br />w <br />ON <br />Fil <br />DURING INSTALLATION \�ft4" 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 />m <br />Lo <br />T <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 />AVA M1 ^^IZIA1/•% <br />WOOD 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 />4ETAL LATH <br />.AP WRB & TAPE OVER ROOF/WALL <br />;CREED <br />�X5 "L" TYPE CONTINUOUS GALV. <br />4ETAL FLASHING (NAIL TO ROOF <br />)ECK, NOT WALL SHEATHING) <br />INDERLAYMENT PER CODE <br />;AP SHINGLE - DO NOT NAIL, <br />VSTALL WITH ROOF CEMENT <br />IOOF CEMENT <br />;HINGLE ROOFING <br />g' 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 />Lo <br />STEP 1 <br />FOLD <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 />0 <br />FOLD @ <br />FOLD INWARD @ PT. A <br />STEP 3 <br />©© FOLD @ 770 <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B <br />CREASE @ PT. C <br />STEP 2 <br />0 <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B <br />STEP 4 <br />WATERTIGHT SEALi <br />FOLD. DO NOT CUT: <br />BOTTOM FLANGE %,�0� <br />-;. <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 />LIJ <br />CC <br />WZO= <br />O H <br />Ui <br />cr¢ >0 <br />W �cl1— <br />UW W (A <br />Q�W�" <br />W W <br />C/) <br />cr cr_ cr <br />oZf <br />z O W <br />Z <br />�<(AQZ <br />wa.=cca. <br />� = Z 0 fn <br />mP<t?o <br />c� <br />"•'~ <br />�czlztl <br />l n <br />O <br />H <br />o <br />Z <br />LLO <br />p t) <br />V <br />0 . <br />O <br />J <br />w <br />a�m <br />X w <br />w A <br />O <br />w <br />O <br />x <br />z <br />>! <br />U <br />W <br />0 <br />tn <br />o� <br />+� <br />o <br />G. Fr, <br />i <br />o $24 •�•1.00 <br />O: w = <br />F <br />Ai ' <br />9.•.,r' ZD <br />.6 k� <br />LAWS FITUALUA SPRINGS <br />PLAN # 6103 <br />RELEASED:10/25/21 <br />SHEET <br />wpoo `I <br />