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6803 Branham Mill Ct
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6803 Branham Mill Ct
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Last modified
3/21/2025 5:02:12 AM
Creation date
2/28/2025 8:15:46 AM
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Building Plans
Street #
6803
Location
Branham Mill Ct
Contractor
KHFO LLC
Building Plans - Permit #
3406
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2X <br />FRAMING <br />FLOOR <br />BARRICADE PLUS WRB <br />SHEATHING PER <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 />1 <br />LATH <br />WALL <br />�c_ <br />SHEATHING � <br />./ <br />�--� <br />7/8" 3-COAT <br />STUCCO j <br />> <br />SHEATHING j <br />FLUSH WITH <br />T <br />BLOCK WALL <br />MID -WALL WEEP <br />SCREED/EXPANSION I <br />JOINT <br />6" SELF ADHERED <br />FLASHIN <br />5/8" <br />CEMENTITIOU <br />COATING <br />BUILDING FELT <br />ON TOP OF <br />CONC. BLOCK <br />UNDERFLOOR <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 />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 <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 />"L" FLASHING <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' (VERY.) <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 />'VOOD SHEATHING <br />0 MIN. GRADE D PAPER BACKED <br />ATH OVER BARRICADE PLUS WRB <br />DR APPROVED EQUAL) <br />" THICK, 3 COAT CEMENT PLASTER <br />iT�_1�A�t�J <br />AP WRB & TAPE OVER ROOF/WALL <br />'PCREED <br />�X5 "L" TYPE CONTINUOUS GALV. <br />IIETAL FLASHING (NAIL TO ROOF <br />)ECK, NOT WALL SHEATHING) <br />INDERLAYMENT PER CODE <br />;AP SHINGLE - DO NOT NAIL, <br />gSTALL WITH ROOF CEMENT <br />IOOF CEMENT <br />iHINGLE ROOFING <br />WOOD SHEATHIP'^ <br />BARRICADE PLUS WF <br />(OR APPROVED EQUA <br />LAP SIDING (PER BUILDE <br />MIN. LAP (PER MANUF. SPEC <br />STARTER STRIP (PER MANUF. SPEC <br />MIN. CLEARANCE (PER MANUF. SPEC <br />5X5 "L" TYPE CONTINUOUS GAL <br />METAL FLASHING (NAIL TO ROOF DEC <br />NOT WALL SHEATHIN, <br />UNDERLAYMENT PER CO[ <br />CAP SHINGLE - DO NOT NAIL, INSTAI <br />WITH ROOF CEMEl' <br />ROOF CEMEP <br />SHINGLE ROOFI� <br />"L" FLASHING -SIDING <br />SCALE: N.T.S. <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 />AS REQ'D BY CODE <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 />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 />s" 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 STEP 2 <br />0 <br />FOLD <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 />0 <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 />W <br />cr- <br />Ill <br />WZF— <br />O= <br />O y. <br />>cc¢O <br />W =)cn H <br />3:F- <br />W <br />Q =af <br />cc <br />J U) W W <br />cr_Dr <br />�1QHZ <br />LL O O cn <br />ZZZcr �z <br />J Q � J <br />W IL 2 IY <br />�U)000 <br />= Z LL (n <br />¢?o <br />�� <br />QQ <br />O <br />� Q <br />a <br />U) <br />o <br />wi <br />o <br />O <br />'Q <br />w <br />o <br />A <br />0 <br />0-i <br />uIm <br />z <br />w <br />o <br />LLO <br />O <br />O <br />0 <br />W.j <br />m <br />U) <br />a <br />w <br />a <br />w <br />A <br />� <br />9w <br />Tt <br />w <br />0 <br />R <br />U <br />W <br />0 <br />0� <br />�o <br />COMMUNITY: <br />LIN CS A CALU A <br />SPRINGS <br />PLAN # 6102 <br />RELEASED; 12/23l21 <br />SHEET <br />WP I <br />f <br />
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