Laserfiche WebLink
2X <br />FRAMING <br />FLOOR <br />BARRICADE PLUS WRB <br />PER <br />SHEASP <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 <br />1 <br />LATH <br />WALL <br />..- <br />SHEATHING <br />7/8" 3-COAT <br />_ I <br />STUCCO <br />LC) <br />SHEATHING <br />FLUSH WITH <br />BLOCK WALL <br />I <br />I <br />MID -WALL WEEP <br />SCREED/EXPANSION <br />I <br />I <br />JOINT <br />6" SELF ADHERED <br />FLASHING <br />5/8' <br />I <br />CEMENTITIOU <br />i <br />COATING <br />BUILDING FELT <br />ON TOP OF <br />CONC. BLOCK <br />------ <br />UNDER FLOOR <br />MAINTAIN 1/8" GAP <br />MEMBERS <br />BETWEEN <br />SHEATHING <br />* TYPICAL AT ALL WOOD <br />CONCRETE <br />AND TOP OF BLOCK <br />TO MASONRY <br />WALL <br />TRANSITIONS <br />BLOCK <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/ $" <br />LEG MAY BE USED TO TEMP. <br />SECURE CONTROL JOINT <br />DURING INSTALLATION <br />FASTENERS TO BE SPACED @ 7" <br />O.C. MAX. VERTICALLY <br />LATH SHALL NOT BE BE CONTINUOUS <br />THROUGH CONTROL JOINTS <br />BUT SHALL BE STOPPED AND TIED AT <br />EACH SIDE PER ASTM C1063 7.10.1.4 <br />TYPICAL STUDS <br />TYPE "M" CONTROL JOINT (CJ <br />SCALE: N.T.S. <br />$" 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 />NOTE: <br />1. FASTENERS FOR LATH TO BE NAILS OR <br />STAPLES IN COMPLIANCE W/ ASTM C1063 <br />2. WIRE TIES TO BE NO. 18 - 0.0475" WIRE <br />3. BLOCKING SHOWN MAY BE IN ADDITION TO <br />WALL STUDS REQUIRED PER PLAN <br />"L" FLASHING <br />SCALE: N.T.S. <br />WOOD SHEATHING <br />60 MIN. GRADE D PAPER BACKED LATH <br />OVER BARRICADE PLUS WRB (OR <br />APPROVED EQUAL) <br />8" THICK, 3 COAT CEMENT PLASTER <br />METAL LATH <br />LAP WRB & TAPE OVER ROOFMIALL <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 />ROOFM/ALL 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 />FOL <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 <br />0 <br />D <br />FOLD INWARD @ PT. A <br />STEP 3 <br />FOLD @ <br />FOLD @ 77° <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 />n <br />WATERTIGHT SEAL. <br />FOLD. DO NOT CUT. <br />@ © — <br />-6 <br />B0TTT QM. LANCE � <br />FOLD INWARD @ PT. Aid <br />CREASE @ PT. B <br />e <br />•� ® <br />CREASE @ PT. C <br />E :..gym <br />B <br />FOLD PT. C OVER PT. B TILLgmkAT <br />° <br />PT. C TOUCHES BOTTOMAL <br />CC <br />Lu <br />�00� <br />} <br />W OCQO <br />H <br />CC cAU5. W cl <br />a LLl l— <br />_ F- > J <br />�1 0 — Z <br />obLL00C/) <br />ZZZ=z <br />itJ Q� J <br />LLI0-2cra <br />�c)000 <br />Z Z LL fn <br />zo <br />�PQcz <br />n <br />C4 Q <br />(�( <br />" `r 0 <br />gH <br />2 <br />0 <br />0 <br />0 <br />U <br />� <br />o. <br />Z <br />ICI <br />0 <br />0 <br />O <br />MNI <br />(L <br />w <br />w <br />a <br />wA <br />o� <br />w <br />0 <br />x <br />z <br />z <br />o_ <br />r <br />a <br />c' <br />I <br />I <br />z' <br />0 <br />I <br />0 <br />�z <br />aaaaa <br />I <br />L <br />i <br />COMMUNITY: <br />LINKS AT CALUSA <br />SPRINGS E <br />PLAN # 6103 L <br />RELEASED: 02/04/21 i <br />SHEET <br />wpm l <br />C <br />J <br />J <br />J <br />