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2X <br />FRAMING <br />BARRICADE PLUS WRB FLOOR <br />(OR APPROVED EQUAL) SHEATHING PER <br />SPEC. <br />RIM BOARD <br />REFER TO <br />h <br />STRUCT DWGS. <br />60 MIN. <br />GRADED <br />PAPER <br />BACKED I <br />1 <br />LATH <br />T <br />WALL <br />j <br />SHEATHING <br />7/8" 3-COAT IM <br />- <br />STUCCO I <br />I <br />- <br />Lo <br />SHEATHING I _ <br />FLUSH WITH <br />g $ " <br />BLOCK WALL j <br />MID -WALL WEEP <br />SCREED/EXPANSION <br />JOINT <br />6" SELF ADHERED <br />FLASHING <br />CEMENTITIOU <br />i <br />COATING ` <br />BUILDING FELT <br />ON TOP OF <br />CONC. BLOCK --- <br />UNDER FLOOR MAINTAIN 1/8" GAP <br />MEMBERS BETWEEN SHEATHING <br />" TYPICAL AT ALL WOOD AND TOP OF BLOCK <br />TO MASONRY CONCRETE WALL <br />TRANSITIONS BLOCK <br />EXPANSION JOINT (EJ) AT FRAME & MASO <br />PREFORMED CONTROL , <br />JOINT ' <br />FLANGE OF CONTROL <br />JOINTS TO BE WIRED TIED <br />TO LATH @ 9" O.C. MAX. (VERY.) _ - <br />r--- ------------ <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. " TO 8" MIN TO 8" MI <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 ICJ <br />SCALE: N.T.S. <br />NRY "L" FLASHING <br />SCALE: N.T.S. <br />a 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 />WOOD SHEATHING <br />;0 MIN. GRADE D PAPER BACKED BARRICADE PLUS WRB i <br />I; <br />.ATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) I <br />OR APPROVED EQUAL) <br />LAP SIDING (PER BUILDER) I BARRICADE PLUS WRB <br />" THICK, 3 COAT CEMENT PLASTER X! (OR APPROVED EQUAL) <br />MIN. LAP (PER MANUF. SPECS) I <br />FETAL LATH WOOD SHEATHING <br />STARTER STRIP (PER MANUF. SPECS) I " WOOD CONSTRUCTION <br />.AP WRB & TAPE OVER ROOF/WALL <br />SCREED MIN. CLEARANCE (PER MANUF. SPECS) i 60 MIN. GRADE D <br />ii PAPER BACKED LATH <br />�X5 "L" TYPE CONTINUOUS GALV. 5X5 "L'' TYPE CONTINUOUS GALV. METAL LATH <br />METAL FLASHING (NAIL TO ROOF METAL FLASHING (NAIL TO ROOF DECK, z I <br />)ECK, NOT WALL SHEATHING) NOT WALL SHEATHING) i <br />_ i 8,� MID -WALL WEEP <br />10 <br />INDERLAYMENT PER CODE UNDERLAYMENT PER CODE IN SCREED <br />I <br />:AP SHINGLE - DO NOT NAIL, CAP SHINGLE - DO NOT NAIL, INSTALL <br />z 6" SELF-ADHESIVE <br />gSTALL WITH ROOF CEMENT WITH ROOF CEMENT N I FLASHING <br />IOOF CEMENT s"THICK, 3 COAT <br />ROOF CEMENT ! CEMENT PLASTER <br />;HINGLE ROOFING <br />SHINGLE ROOFING <br />i "L" FLASHING SIDING HORIZONTAL WEEP SCREED <br />SCALE: N.T.S. SCALE: N.T.S. <br />$„ THICK, 3 COAT <br />CEMENT PLASTER <br />STEP 1 <br />STEP 2 <br />60 MIN. GRADE D PAPER BACKED LATH <br />O <br />O <br />BARRICADE PLUS WRB (OR APPROVED EQUAL) <br />FOLD <br />WRAP LAYERS OF BUILDING <br />.. <br />WRAP OVER NAILING FLANGE, STOP <br />FOLD @ 45° <br />z <br />WRB APPROX. 1-1/2" ABOVE SHINGLES <br />ROOF/WALL SCREED <br />5X5 WALL FLASHING <br />-' <br />KICK -OUT FLASHING (SEE DTL. BELOW) <br />FOLD INWARD @ PT. A <br />FOLD INWARD @ PT. A <br />T <br />o <br />CREASE @ PT. B <br />FELT UNDERLAYMENT <br />AS REQ'D BY CODE <br />STEP 3 <br />STEP 4 <br />0 <br />SHINGLE ROOFING WATERTIGHT SEAL. <br />E Y' <br />FASCIA WRAP 3 ���' FOLD. DO NOT CU. <br />DRIP EDGE: OVERLAP 3 EXTEND ©© FOLD �a 77° ©O BOTTOM FLANGE` ��'� �� <br />BELOW SHEATHING, MECH. FASTEN <br />4" O.C. MAX. FOLD INWARD @ PT. A FOLD INWARD @ PT. A <br />CREASE @ PT. B CREASE @ PT. B :,� .,..,� <br />CREASE @ PT. C - CREASE @ PT. C .r ,� L ° <br />FOLD PT. C OVER PT. B TILL ®®f�`�® pf®®®t <br />PT. C TOUCHES BOTTOM FLANGE <br />1!I!-%Ilrl1 IT MCTA 11 <br />It <br />W <br />�: o }>_ <br />>OC¢O <br />WZ)inH, <br />v)UWw <br />< :D I- <br />2 j J <br />5 . cr_ c <br />'d LL <br />0 0 W <br />z <br />J Q z <br />W C = <br />_3u)p0U <br />Z) Z LL W <br />r` <br />qy Q <br />a <br />a rz <br />o � <br />H <br />rl <br />j <br />w <br />v <br />A <br />�••I <br />iO <br />w{ <br />LLM <br />0 <br />0 <br />w <br />w <br />wI <br />x <br />0 <br />t <br />oc <br />c <br />w <br />z <br />z <br />oA <br />U <br />W. <br />z <br />aQQaa <br />m� <br />N. <br />17 2021 <br />COMMUNITY: <br />LINKS AT CALUSA <br />SPRINGS <br />PLAN # 6103 <br />RELEASED: 12117I21 <br />SHEET <br />wp i <br />