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6825 Shelby Lynn Way
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6825 Shelby Lynn Way
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Last modified
2/24/2025 12:34:02 PM
Creation date
2/19/2025 9:42:08 AM
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Building Plans
Street #
6825
Location
Shelby Lynn Way
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
Unknown
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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 —n <br />BACKED I <br />LATH <br />I <br />WALL <br />SHEATHING <br />7/8" 3-COAT — <br />STUCCO <br />t <br />SHEATHING j <br />FLUSH WITH I� <br />BLOCK WALL j <br />MID -WALL WEEP <br />CREED/EXPANSION I <br />JOINT <br />6" SELF ADHERED <br />IV <br />FLASHING <br />5/8" / CEMENTITIOUS— <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 />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />i <br />I <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. <br />SECURE CONTROL JOINT <br />DURING INSTALLATION \�lt4" TO 1/2" GAP MIN,, <br />FASTENERS TO BE SPACED @ 711 ? <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 />AVA Ml r%r%lZIAI/1 <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 ROOF/WALL <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 />$" 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 />-1/2" ABOVE SHINGLES <br />WRB APPROX. 1 <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 />• <br />L <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 />FOLE <br />0 <br />FOLD INWARD @ PT. A <br />STEP 3 <br />vv <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B <br />CREASE @ PT. C <br />FOLD @ <br />STEP 2 <br />45° <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B <br />STEP 4 <br />WATERTIGHT SEAL. <br />FOLD. DO NOT CUT. <br />U U BOTTO�LANGE <br />3 2021 <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B ,��°'�`�`l+I F�'al/// <br />` 4 S/< '' <br />CREASE @ PT. C <br />FOLD PT. C OVER PT. B TILL o <br />PT. C TOUCHES BOTTOM FLANGE 'e <br />" <br />'���1111i111 <br />IY <br />w <br />Lu <br />wz0= <br />O } F- <br />>ct<0 <br />w�pF- <br />Q=�w <br />wQ <br />CC <br />J(/)wW <br />n cr <br />o6ZZ�w <br />J <br />� � Q Z <br />wC=crEL- <br />M <br />U) 0 0 <br />5—ZL_(n <br />m P Q z p <br />cz <br />ao <br />0 <br />0 <br />o <br />Z <br />MCI <br />p t) <br />`0 <br />O <br />Imm" <br />[L <br />a w <br />a <br />w A <br />a <br />c <br />w <br />0 <br />z <br />z <br />>! <br />o <br />I <br />I <br />I <br />I <br />0 <br />I <br />I <br />Z <br />Q <br /><1 <br /><1 <br />Q <br />Q <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />COMMUNITY: <br />SPRINGS <br />PLAN # 6103 <br />RELEASED: 02/04/21 <br />SHEET i <br />Wpm I <br />i <br />
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