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6888 Shelby Lynn Way
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6888 Shelby Lynn Way
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Last modified
2/26/2025 11:09:51 AM
Creation date
2/19/2025 9:44:39 AM
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Building Plans
Street #
6888
Location
Shelby Lynn Way
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
446
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2X <br />FRAMING <br />FLOOR <br />BARRICADE PLUS WRB <br />SHEATHING PER <br />OR APPROVED EQUAL <br />� ) <br />SPEC. <br />RIM BOARD <br />REFER TO <br />\�\ <br />STRUCT DWGS. <br />60 MIN. <br />GRADE D <br />PAPER <br />BACKED <br />R" <br />LATH <br />WALL <br />1 .......... <br />SHEATHING <br />I I <br />7/8" 3-COAT <br />( `- <br />STUCCO <br />I I <br />Lo <br />,r ✓ I <br />r <br />SHEATHING <br />j <br />I '- <br />FLUSH WITH <br />BLOCK WALL <br />I I <br />MID -WALL WEEP <br />SCREED/EXPANSION <br />I I <br />JOINT <br />i I <br />6" SELF ADHERED <br />FLASHING <br />5/8" <br />I r <br />CEMENTITIOU <br />i <br />COATING <br />BUILDING FELT <br />ON TOP OF <br />CONC. BLOCK---� <br />UNDER FLOOR <br />MAINTAIN 1/8" GAP <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 <br />JOINT <br />(EJ) AT <br />FRAME & MASONRY <br />SCALE: 1/2" = 1'-0" <br />________ 8" THICK, 3 COAT <br />PREFORMED CONTROL CEMENT PLASTER <br />JOINT <br />60 MIN. GRADE D <br />FLANGE OF CONTROL PAPER BACKED LATH <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/ 8" <br />LEG MAY BE USED TO TEMP. <br />SECURE CONTROL JOINT <br />mpg <br />DURING INSTALLATION \�lt4" TO 14' 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 />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 />r1VA n1 rinl/IA11� <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 ROOFMALL <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 />jUN 212 20iI <br />�vo <br />N 7✓S24 <br />33 <br />Ca®•" <br />lee <br />• R L O� <br />mmm� <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 />$" THICK, 3 COAT <br />CEMENT PLASTER <br />HORIZONTAL WEEP SCREED_ <br />SCALE: N.T.S. <br />STEP 1 <br />FOLD <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 />1 <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 />cr <br />w <br />�. _ <br />s 0 >_ -- <br />>c <br /><0 <br />LIJD0 <br />U w � <br />Q ❑ W H <br />2 Q <br />cr lY <br />ou00 <br />W <br />i Q � Z <br />wCLa:m <br />-icl)❑OU <br />Z) Z u_ !) <br />�I—Qz❑ <br />o <br />n <br />Q <br />2 <br />0 <br />0 <br />j� <br />V <br />O <br />Q <br />O <br />O <br />(L two <br />I <br />w <br />� w <br />a <br />wA <br />o� <br />A <br />w <br />w <br />0 <br />oc <br />w <br />z <br />z <br />o� <br />i7no <br />l <br />zz <br /><1a <br />COMMUNITY: <br />LINKS @ CALUSA SPRINGS <br />PLAN # 6102 <br />RELEASED: 6/10/20 <br />SHEET <br />wpwl <br />
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