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2X <br />FRAMING <br />FLOOR <br />BARRICADE PLUS WRB <br />SHEATHING PER <br />(OR APPROVED EQUAL) <br />SPEC. <br />RIM BOARD <br />REFER TO <br />STRUCT DWGS. <br />60 MIN. <br />GRADE D <br />PAPER <br />BACKED <br />I 1 <br />LATH <br />WALL <br />I <br />_ <br />SHEATHING <br />j I <br />7/8" 3-COAT <br />I� I <br />STUCCO <br />Lo <br />SHEATHING <br />FLUSH WITH <br />BLOCK WALL <br />MID -WALL WEEP <br />SCREED/EXPANSION <br />JOINT <br />6" SELF ADHERED <br />FLASHING <br />5/8" <br />1 <br />CEMENTITIOU <br />i <br />COATING <br />BUILDING FELT <br />ON TOP OF <br />K <br />CONC. BLOCKUNDER <br />FLOOR <br />MAINTAIN 1/8" G <br />MEMBERS <br />BETWEEN SHEATHING <br />TYPICAL AT ALL WOOD <br />CONCRETE <br />AND TOP OF BLOCK <br />TO MASONRY <br />BLOCK <br />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/ $" <br />LEG MAY BE USED TO TEMP. <br />SECURE CONTROL JOINT <br />DURING INSTALLATION <br />FASTENERS TO BE SPACED @ 7" <br />O.C. MAX. VERTICALLY <br />LATH SHALL NOT BE BE CONTINUOUS <br />THROUGH CONTROL JOINTS <br />BUT SHALL BE STOPPED AND TIED AT <br />EACH SIDE PER ASTM C1063 7.10.1.4 <br />TYPICAL STUDS <br />" TO 1/2" GAP MIN, , <br />i <br />i <br />TYPE "M" CONTROL JOINT (CJ <br />$" 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 />"L" FLASHING <br />SCALE: N.T.S. <br />kV` <br />WOOD SHEATHING <br />60 MIN. GRADE D PAPER BACKED LATH <br />OVER BARRICADE PLUS WRB (OR <br />APPROVED EQUAL) <br />$" THICK, 3 COAT CEMENT PLASTER <br />METAL LATH <br />LAP WRB & TAPE OVER ROOF/WALL <br />SCREED <br />5X5 "L" TYPE CONTINUOUS GALV. <br />METAL FLASHING (NAIL TO ROOF DECK, <br />NOT WALL SHEATHING) <br />ICE AND WATER SHIELD <br />15" VERTICAL AND 15" DOWN ROOF <br />CAP SHINGLE - DO NOT NAIL, INSTALL <br />WITH ROOF CEMENT <br />ROOF CEMENT <br />SHINGLE ROOFING <br />8" THICK, 3 COAT <br />CEMENT PLASTER <br />60 MIN. GRADE D PAPER BACKED LATH <br />BARRICADE PLUS WRB (OR APPROVED EQUAL) <br />WRAP LAYERS OF BUILDING <br />WRAP OVER NAILING FLANGE, STOP <br />WRB APPROX. 1-1/2" ABOVE SHINGLES <br />ROOF/WALL SCREED <br />5X5 WALL FLASHING <br />KICK -OUT FLASHING (SEE DTL. BELOW) <br />FELT UNDERLAYMENT <br />SHINGLE ROOFING <br />— FASCIA WRAP <br />DRIP EDGE: OVERLAP 3", EXTEND <br />BELOW SHEATHING, MECH. FASTEN <br />4" O.C. MAX. <br />KICKOUT DETAIL <br />SCALE: N.T.S. <br />BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />WOOD SHEATHING <br />WOOD CONSTRUCTION <br />60 MIN. GRADE D <br />PAPER BACKED LATH <br />METAL LATH <br />7,, MID -WALL WEEP <br />SCREED <br />6" SELF-ADHESIVE <br />FLASHING <br />$" THICK, 3 COAT <br />CEMENT PLASTER <br />HORIZONTAL WEEP SCREED — <br />SCALE: N.T.S. <br />STEP 1 <br />FOLC <br />N <br />FOLD INWARD @ PT. A <br />STEP 3 <br />V—'V� <br />FOLD @ <br />770 <br />STEP 2 <br />45° <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 FOLD INWARD @ PT. A FEB 0 3 <br />CREASE @ PT. B CREASE @ PT. B <br />CREASE @ PT. C CREASE @ PT. C <br />FOLD PT. C OVER PT. B TILL <br />PT. C TOUCHES BOTTOM FLANGE®. ° a wA <br />`^4 v <br />/ a <br />® a Tom. IONAL <br />x <br />W <br />} 2 � <br />3: 0 >. <br />>oCQO <br />W �pF— <br />(gUWW <br />Q = W_ ~ <br />_ > J <br />� Ir <br />Y O F— Z <br />LL O O cn <br />zzz�_z <br />w J <br />Q 2 J <br />W a 2 cr O- <br />3 CQ 0 Q <br />= Z LL U) <br />�F—Qzp <br />cz,Q� <br />C 0 <br />0 Q <br />0 <br />o <br />Z <br />0 <br />1■�I <br />0 U) <br />0 <br />i <br />0 J <br />o <br />w , <br />ww <br />w A <br />a, <br />w1 <br />o <br />x` <br />z <br />c <br />z <br />0 <br />F <br />f <br />U) <br />W <br />c <br />c <br />c <br />c <br />Z <br />08 <br />< <br />� <br />n <br />< <br />F <br />�Z <br />QQQQQ <br />E <br />c <br />c <br />c <br />c <br />F <br />c <br />u <br />c <br />L <br />c <br />u <br />c <br />COMMUNITY: ci <br />LINKS AT CALUSA o <br />SPRINGS j <br />PLAN # 6103 u <br />RELEASED: 02/04/21 <br />SHEET C <br />L <br />d <br />GYP~ I 2e <br />i <br />c <br />