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6791 Branham Mill Ct
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6791 Branham Mill Ct
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Last modified
3/21/2025 1:50:56 AM
Creation date
2/28/2025 8:15:38 AM
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Building Plans
Street #
6791
Location
Branham Mill Ct
Contractor
KHFO LLC
Building Plans - Permit #
3442
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a <br />SEE <br />SOFFIT AT RAKE (BEYOND) <br />ROOF PLAN <br />REFER TO PLANS <br />FINISH PER PLAN <br />= =_ <br />7/8 STUCCO OVER LATH <br />W/ 60 MIN. GRADE D PAPER BACKED <br />LATH OVER BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />BENT METAL FLASHING <br />REFER TO "L" FLASHING DETAIL <br />2X LEDGER BOARD <br />TOP OF C.M.U. <br />(REFER TO ELEV.) <br />INSULATION AS <br />2X ALUM WRAPPED FASCIA <br />PER SPECS. ----- <br />BD. WALUM DRIP EDGE <br />PRE-ENGINEERED <br />SOFFIT INSTALLED PER <br />GABLE END ROOF <br />MANUF. SPECS <br />TRUSS -REFER TO <br />2X PT BLOCKING <br />HURRICANE STRAP - REFER TO <br />STRUCTURALS <br />STRUCTURALS <br />1/2" (MIN.) CLG. BD. <br />MASONRY LINTEL - REFER TO <br />STRUCTURALS <br />TYP. HIPPED PENT <br />ROOF DETAIL <br />JVfILIL. 1/G = 1 -V <br />1-0 1%JlI -IVIFIJVIVIIT VVMLL <br />- <br />ROOF SHINGLES OVER <br />ROOF SHINGLES OVER <br />TWO LAYERS OF ASTM D226 TYPE II OR <br />TWO LAYERS OF ASTM D226 TYPE 11 OR <br />SYNTHETIC UNDERLAYMENT COMPLYING <br />SYNTHETIC UNDERLAYMENT COMPLYING <br />WITH ASTM D226 TYPE II INSTALLED PER <br />WITH ASTM D226 TYPE II INSTALLED PER <br />R905.1.1.1 (SEE SHEET CS2) <br />R905.1.1.1 (SEE SHEET CS2) <br />OR <br />OR <br />CONCRETE TILE W/ SELF ADHERED <br />CONCRETE TILE W/ SELF ADHERED <br />MEMBRANE UNDERLAYMENT <br />MEMBRANE UNDERLAYMENT <br />12 <br />60 MIL. OR EQUAL <br />12 <br />60 MIL. OR EQUAL <br />SEE ROOF <br />PLAN <br />PRE-ENGINEERED ROOF <br />SEE ROOF <br />�, ---,]PLAN <br />PRE-ENGINEERED ROOF <br />TRUSSES AT TYP: 24" O.C. <br />TRUSSES AT TYP. 24" O.C. <br />BOTTOM CHORD VARIES. REFER <br />BOTTOM CHORD VARIES. REFER <br />` <br />TO TRUSS MFGR. DRAWINGS. <br />TO TRUSS MFGR. DRAWINGS. <br />\ <br />; <br />HURRICANE STRAP EACH END <br />HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO <br />OF TRUSS - REFER TO <br />�0000' <br />Z STRUCTURAL. <br />STRUCTURAL. <br />'9k TOP OF C.M.U. <br />OIL TOP OF C.M.U. <br />(REFER TO ELEV.) <br />(REFER TO ELEV.) <br />INSULATION PER <br />COMMUNITY SPEC. <br />2x6 ALUM WRAPPED FASCIA <br />2x6 ALUM WRAPPED FASCIA <br />SEE ENERGY CALCS. <br />EE <br />BD. WALUM DRIP EDGE <br />EE BD. WALUM DRIP EDGE <br />- <br />- - <br />EL V. <br />E V. <br />1/2" (MIN.) CLG. BD. <br />1/2" (MIN) <br />----- <br />SOFFIT INSTALLED PER <br />CLG. BD. <br />SOFFIT INSTALLED PER <br />ix PT DRAPE BLKG <br />MANUF. SPECS <br />(8" TYPE'X' GYP. BD. <br />MANUF. SPECS <br />ABOVE WINDOWS 1/2" <br />2X PT BLOCKING <br />TO BE PROVIDED <br />2X PT BLOCKING <br />G.W.B. <br />WHEN LIVING SPACE <br />SEE STRUCTURAL <br />IS ABOVE GARAGE) <br />SEE STRUCTURAL <br />WINDOW PER PLAN <br />PLAN <br />PLAN <br />SOLID SURFACE <br />CAULKED Ca WINDOW <br />1/2" GYP. BD. OVER RADIANT <br />BARRIER INSULATION (R-4.1) <br />PRECAST WIN. SILL <br />ATTACHED TO ix2 PT. <br />FURRING C@ 24" O.C. <br />SLOPE GRADE AWAY <br />EXPANSION JOINT <br />BASE BOARD <br />FROM HOUSE <br />GARAGE SLAB, <br />DRIVEWAY PER COMMUNITY <br />SEE STRUCTURAL 4' <br />SPECS <br />0'-01, <br />PLANS <br />01-01, <br />FIN. FL. <br />SLOPE <br />SLOPE FIN. FL. <br />FOUNDATION <br />FOUNDATION <br />coPER <br />STRUCTURAL DRAWINGS <br />PER STRUCTURAL DRAWINGS <br />TYP. 1-STORY <br />WALL C@ WINDOW <br />WALL SECTION <br />@ GARAGE DOOR <br />SCALE: 1/2" = 1'-O" <br />SCALE: 1/2" = 1'-0" <br />ATTIC OR <br />SECOND FLOOR <br />ATTIC OR SECOND <br />LIVING SPACE <br />FLOOR LIVING SPACE <br />REFER TO PLANS <br />REFER TO PLANS <br />T.O. M <br />GYPSUM <br />PROVIDE 2X4 <br />GYPSUM <br />BOARD <br />i <br />z <br />FRAMED <br />BOARD J <br />i <br />J <br />ENCLOSURE FOR <br />11/2" � <br />1Oi <br />GYPSUM-- <br />o- <br />ELECTRICAL <br />wa <br />BOARD <br />:1E <br />PANEL, FINISH W/ <br />GARAGE <br />i <br />f <br />a <br />' GYPSUM <br />L----- i <br />BOARD <br />k- ----- a <br />NICHE FOR --- <br />ELECTRIC METER <br />f : <br />ELECTRICAL:1E <br />i <br />i <br />LOCATION - SEE <br />Ga <br />I <br />PANEL & <br />PLANS. VERIFY <br />%' <br />WIRING <br />INSTALLATION IN <br />i <br />N <br />i <br />cv <br />!® <br />FIELD <br />ELECTRICAL <br />, n o <br />STUCCO--- <br />TUCCO <br />PANEL <br />ELECTRICAL <br />FINISH <br />-/ <br />!. <br />PANEL <br />i <br />i <br />a <br />IT <br />EXTERIOR <br />co <br />EXTERIOR <br />---- <br />bo <br />_ <br />�� <br />OF <br />CMU BLOCK <br />CMU BLOCK <br />---- <br />:.p .. 5 <br />WALL <br />WALL <br />ilL <br />I Ioq <br />•.O. <br />NOTE: ELECTRICAL 1®��,5�, IN <br />PANEL IS TO BE ev CONCRETE 1 -6 iv <br />INSTALLED ACCORDING CONCRETE CURB REFER NOTE: THESE DETAILS DEPICT <br />TO ALL APPLICABLE CURB. REFER <br />LOCAL, STATE AND TO PLANS TO PLANS ARCHITECTURAL SPECIFICATIONS AND <br />NATIONAL CODES. FINISHES ONLY. REFER TO STRUCTURAL <br />VERIFY PANEL CONCRETE ---,,DRAWINGS FOR STRUCTURAL INFORMATION <br />DIMENSIONS PRIOR TO 2c tc° ' fit ;t }s cs ?= SLAB ON <br />GRADE AT <br />.r� <br />CONSTRUCTION. GRADE <br />GARAGE <br />FLOOR <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <br />SCALE: 1/2" = 1'-0" <br />W <br />2 rr- <br />�p>_l— <br />} <br />OC ¢ O <br />w in <br />cl)UWW <br />< Z) <br />_EE <br />i J <br />p cc cr Ir <br />O 0 O U <br />Z Z Z ~ Z <br />J Q � J <br />WIL=fra- <br />_3c)❑OU <br />p=ZD-Cl) <br />�1—QZp <br />1 <br />4 <br />LL <br />O <br />Q o <br />Q <br />0 <br />0 <br />0 <br />V <br />o <br />r.j <br />O <br />Imr�r <br />U <br />uw <br />U <br />O <br />w <br />w <br />X <br />CL <br />rrX <br />Vl <br />O_ <br />U <br />N <br />W <br />tn <br />O� <br />� <br />O <br />aaaaa <br />iez <br />G3• <br />to <br />yya <br />a � EC 2 224Z <br />COMMUNITY: <br />LINKS AT CALUSA <br />SPRINGS <br />PLAN # 6100 <br />RELEASED:12123121 <br />SHEET <br />
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