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6939 Shelby Lynn Way
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6939 Shelby Lynn Way
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Last modified
2/26/2025 12:42:09 PM
Creation date
2/19/2025 9:47:10 AM
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Building Plans
Street #
6939
Location
Shelby Lynn Way
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
438
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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 />BACKED I� <br />LATH <br />WALL ----� <br />SHEATHING <br />I <br />7/8" 3-COAT <br />STUCCO <br />I <br />SHEATHING j <br />FLUSH WITH <br />BLOCK WALL I - <br />MID -WALL WEEP' <br />SCREED/EXPANSION I <br />JOINT <br />I <br />6" SELF ADHERED <br />FLASHIN <br />&8" <br />CEMENTITIOUSs-' \ <br />COATING <br />BUILDING FELT <br />ON TOP OF <br />CONC. BLOCK <br />UNDER FLOOR <br />MEMBERS <br />CONCRETE <br />BLOCK <br />/ MAINTAIN 1/8" GAP <br />BETWEEN SHEATHING <br />AND TOP OF BLOCK <br />WALL <br />N <br />Z <br />Lo <br />T <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/ 8" <br />LEG MAY BE USED TO TEMP. ° TO 8" MIN " TO 8" MIN <br />SECURE CONTROL JOINT , <br />DURING INSTALLATION \"4t4" 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 />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 />PROVIDE 2X4 BLOCKING <br />FLAT MAX. 6" TO 8" FROM <br />CONTROL JOINT WHEN CONTROL <br />JOINT FALLS ON STRUCTURAL STUD <br />PnVA r%l <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 />SCALE: N.T.S. <br />Cz <br />L <br />in <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 />FOLD <br />FOLD INWARD @ PT. A <br />STEP 3 <br />FOLD @ <br />FOLD @ 770 <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B <br />CREASE @ PT. C <br />STEP 2 <br />m <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B <br />STEP 4 <br />JILL I2-?0 <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 />W <br />wzOM <br />O} H <br />> cc 0 <br />W =) <br />w <br />J U) w — <br />tY cr Ir <br />� <br />Z LU <br />Z <br />CD <br />W Q <br />a-a <br />2 � _ <br />�cQo00 <br />= Z LL fA <br />?o <br />�HQcz <br />1 <br />C c <br />r n <br />O � <br />a <br />F-_ <br />O <br />0 <br />O <br />U <br />O <br />MJ <br />Im <br />Z <br />IL <br />O <br />o <br />O V) <br />j <br />o <br />O <br />1� <br />'Q <br />al 1=0 <br />I <br />w <br />a w <br />w <br />wA <br />w <br />w <br />_O <br />W <br />0 <br />tn <br />00 <br />�Zaaaaa <br />COMMUNITY: <br />NI�CALUSA <br />SPRINGS <br />PLAN # 6102 <br />RELEASED: 5/15/20 <br />SHEET <br />wPoo 'I <br />0 <br />2) <br />z <br />¢ <br />0 <br />z <br />g <br />w <br />z <br />�n <br />Z) <br />z <br />z <br />3- <br />z <br />x <br />O <br />z <br />x <br />r1r� <br />.J <br />L) <br />Jn <br />z <br />�n <br />z <br />J <br />7) <br />Jn <br />z <br />x <br />Jn <br />z <br />z <br />z <br />0 <br />
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