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6803 Branham Mill Ct (2)
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6803 Branham Mill Ct (2)
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Last modified
3/21/2025 5:07:19 AM
Creation date
2/28/2025 8:15:57 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 />- <br />STRUCT DWGS. <br />60 MIN. <br />ss' <br />' <br />GRADE D <br />a>, <br />PAPER —i <br />ft <br />BACKED <br />LATH I <br />- -- , <br />; <br />I <br />WALL <br />I <br />:. I <br />ri <br />a <br />SHEATHING <br />Z <br />s <br />I <br />7/8" 3-COAT —� <br />I <br />STUCCO I <br />I <br />ul <br />. <br />SHEATHING <br />FLUSH WITH <br />BLOCK WALL <br />MID -WALL WEEP" <br />-- <br />SCREED/EXPANSION I <br />I <br />JOINT I <br />1 <br />----i I <br />6" SELF ADHERED <br />FLASHING <br />- <br />5/S" <br />jI <br />CEMENTITIOUS—"*" <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 JOINT (EJ) AT FRAME & MASONRY <br />SCALE: 112" = 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/ 3" <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 />7M <br />0 <br />" TO 8" MINA �" TO 8" MINA. <br />� <br />llt4" TO 1/2" GAP MIN,, <br />TYPE "M" CONTROL JOINT (Ci. <br />SCALE: N.T.S. <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" (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 />' 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 />IETAL LATH <br />AP WRB & TAPE OVER ROOF/WALL <br />'CREED <br />X5 "L" TYPE CONTINUOUS GALV. <br />IETAL FLASHING (NAIL TO ROOF <br />)ECK, NOT WALL SHEATHING) <br />INDERLAYMENT PER CODE <br />;AP SHINGLE - DO NOT NAIL, <br />VSTALL WITH ROOF CEMENT <br />IOOF CEMENT <br />;HINGLE 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 COI <br />CAP SHINGLE - DO NOT NAIL, INSTAI <br />WITH ROOF CEMEP <br />ROOF CEMEP <br />SHINGLE ROOFIN <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 />_E ROOFING <br />Lll III L-LJAL-. „L-A.t-In[ o , EXTEND <br />BELOW SHEATHING, MECH. FASTEN <br />4" O.C. MAX. <br />KICKOUT DETAIL <br />SCALE: N.T.S. <br />Lo <br />Opp <br />STEP 1 <br />FOLD <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 />Q <br />FOLD @ <br />FOLD INWARD @ PT. A <br />STEP 3 <br />(R © FOLD @ 77° <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B <br />CREASE @ PT. C <br />STEP 2 <br />0 <br />0 <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B <br />STEP 4 <br />WATERTIGHT SEAL. <br />FOLD. DO NOT CUT. ,.., G Fg�, <br />BOTTOM FLANGE: <br />- N <br />FOLD INWARD @ PT. A = ' <br />CREASE @ PT. B•, TA E <br />CREASE @ PT. C '�, o,�••,fi� <br />FOLD PT. C OVER PT. B TILL <br />PT. C TOUCHES BOTTOM FLANGE <br />Iz <br />W <br />O i P w <br />WZO� <br />O >.• <br />>ccc<0 <br />W Z) in <br />cnUWW <br />< Z) <br />2 > Q <br />ZD IY <br />Y Q H z <br />06 lL O O cn <br />zzzF'z <br />Q --� <br />LUG (.. <br />�cnp00 <br />p2Zu_.cn <br />��-a?p <br />� <br />QQ <br />cz� 2� <br />a <br />U) <br />o <br />wi <br />o <br />MEW <br />� <br />w <br />c� <br />A <br />0 <br />� <br />O <br />m <br />z <br />0 <br />MEW <br />LLO <br />O <br />1-" <br />O <br />0 <br />U) <br />(L <br />w <br />a <br />w <br />A <br />� <br />w <br />w <br />z <br />0 <br />r <br />o� <br />in <br />W <br />ca <br />cn <br />z <br />z <br />O <br />� <br />o <br />Z <br />aaaaa <br />:r <br />Fey.. <br />Gih <br />%- <br />MMUNITY: <br />LINKS AT CALUSA <br />SPRINGS <br />PLAN # 6102 <br />RELEASED:12/23/21 <br />SHEET <br />GYP i <br />
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