Laserfiche WebLink
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 />G <br />BACKED <br />LATH <br />�- WALL <br />SHEATHING j <br />r" <br />7/8" 3-COAT <br />STUCCO <br />_ SHEATHING <br />FLUSH WITH <br />BLOCK WALL j <br />MID -WALL WEEP <br />;REED/EXPANSION j <br />JOINT <br />6" SELF ADHERED <br />5/8" <br />I <br />CEMENTITIOU �\ <br />1 <br />COATING <br />BUILDING FELT <br />ON TOP OF <br />CONC. BLOCK <br />UNDER FLOOR <br />MAINTAIN 1/8" GAP <br />MEMBERS <br />BE SHEATHING <br />CONCRETE <br />AND TOP OF BLOCK <br />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 y <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 \�lt4" 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 />SCALE: N.T.S. <br />io <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 />"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 ROORWALL <br />CREED <br />X5 "L" TYPE CONTINUOUS GALV. <br />IETAL FLASHING (NAIL TO ROOF <br />IECK, NOT WALL SHEATHING) <br />INDERLAYMENT PER CODE <br />.AP SHINGLE - DO NOT NAIL, <br />4STALL WITH ROOF CEMENT <br />IOOF CEMENT <br />'HINGLE ROOFING <br />PROVIDE 2X4 BLOCKING <br />FLAT MAX. 6" TO 8" FROM <br />CONTROL JOINT WHEN CONTROL <br />JOINT FALLS ON STRUCTURAL STUD <br />WOOD SHEATHII <br />BARRICADE PLUS WF <br />(OR APPROVED EQUA <br />LAP SIDING (PER BUILDEI <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 SHEATHINI <br />UNDERLAYMENT PER COE <br />CAP SHINGLE - DO NOT NAIL, INSTAL <br />WITH ROOF CEME� <br />a dr— <br />J <br />gam= <br />Lu r' <br />D <br />ROOF CEMEP <br />SHINGLE ROOFIN <br />"L" FLASHING -SIDING <br />SCALE: N.T.S. <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 />z <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 />7,,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 />Q <br />FOLD <br />FOLD @ <br />FOLD INWARD @ PT. A <br />STEP 3 <br />B C FOLD @ 77' <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B <br />CREASE @ PT. C <br />4 <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. C TOUCHES BOTTOM FLANGE <br />cc <br />W <br />}2T_ <br />�00} � <br />>cr<0 <br />LU ::) p I- <br />cr- <br />(nUww <br />apwFg— <br />JU)LLI- <br />IY IY <br />LL °SZZ�W <br />W Q cc <br />a- <br />a <br />�cc <br />(np00 <br />Z)=ZLL(A <br />�I-QZp <br />cz <br />rO Q p <br />O �Z <br />U) <br />j <br />o <br />� <br />o <br />0 <br />w <br />cl <br />U <br />O <br />z <br />LLM <br />o <br />0 <br />0 <br />O <br />0 <br />a <br />w <br />A <br />� <br />LLi <br />w <br />0 <br />r <br />U <br />w <br />0 <br />cn <br />0119 <br />cs <br />a444 <br />a. <br />E iv <br />4 . . <br />WFV <br />Q;�`a,`� <br />C A CALUSA <br />SPRINGS <br />PLM #6102 <br />RELEASED: 10/25/21 <br />SHEET <br />WP I <br />