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36868 Precita Ter
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36868 Precita Ter
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Last modified
3/24/2025 6:50:25 PM
Creation date
2/27/2025 11:23:29 AM
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Building Plans
Street #
36868
Location
Precita Ter
Contractor
KHFO LLC
Building Plans - Permit #
3542
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12 <br />SEE ROOF <br />� PU1N <br />INSULATION PER — <br />COMMUNITY SPEC. <br />SEE ENERGY CALLS. <br />1/2" (MIN.) CLG. BD. <br />1 x PT DRAPE BLKG - <br />ABOVE WINDOWS 1/2" <br />G.W.B. <br />WINDOW PER PLAN <br />SOLID SURFACE <br />CAULKED @ WINDOW <br />1/2" GYP. BD. OVER RADIANT <br />BARRIER INSULATION (R-4.1) <br />ATTACHED TO ix2 PT. <br />FURRING @ 24" O.C. <br />BASE BOARD <br />ROOF SHINGLES OVER <br />TWO LAYERS OF ASTM D226 TYPE II OR <br />SYNTHETIC UNDERLAYMENT COMPLYING <br />WITH ASTM D226 TYPE II INSTALLED PER <br />R905.1.1.1 (SEE SHEET CS2) <br />OR <br />CONCRETE TILE W/ SELF ADHERED <br />MEMBRANE UNDERLAYMENT <br />60 MIL. OR EQUAL <br />PRE-ENGINEERED ROOF <br />TRUSSES AT TYP. 24" O.C. <br />BOTTOM CHORD VARIES. REFER <br />TO TRUSS MFGR. DRAWINGS. <br />HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO <br />STRUCTURAL. <br />TOP OF C.M.U. <br />(REFER TO ELEV.) <br />2x6 ALUM WRAPPED FASCIA <br />BD. w/ALUM DRIP EDGE <br />SOFFIT INSTALLED PER <br />MANUF. SPECS <br />2X PT BLOCKING <br />SEE STRUCTURAL <br />PLAN <br />PRECAST WIN. SILL <br />SLOPE GRADE AWAY <br />FROM HOUSE <br />OL 0'-0" <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 1-STORY WALL @ WINDOW <br />SCALE: 1/2" = V-0" <br />ATTIC OR <br />SECOND FLOOR <br />LIVING SPACE <br />REFER TO PLANS <br />PROVIDE 2X4 <br />FRAMED <br />ENCLOSURE FOR <br />ELECTRICAL <br />PANEL, FINISH W/ <br />'.GYPSUM <br />BOARD <br />ELECTRIC METER <br />LOCATION - SEE <br />PLANS. VERIFY <br />INSTALLATION IN <br />FIELD <br />STUCCO <br />FINISH <br />EXTERIOR— <br />CMU BLOCK <br />WALL <br />NOTE: ELECTRICAL <br />PANEL IS TO BE <br />INSTALLED ACCORDING <br />TO ALL APPLICABLE <br />LOCAL, STATE AND <br />NATIONAL CODES. <br />VERIFY PANEL <br />DIMENSIONS PRIOR TO <br />CONSTRUCTION. <br />BOARD <br />3 1/2" <br />z <br />g <br />a <br />III <br />GARAGE a- <br />N <br />ELECTRICAL io <br />PANEL <br />(V <br />io <br />00 <br />tj <br />CV <br />CONCRETE <br />CURB REFER <br />TO PLANS <br />0,000 <br />GRADE 1�1, <br />GYPSUM <br />BOARD <br />2 <br />NICHE FOR <br />ELECTRICAL <br />PANEL & <br />WIRING <br />ELECTRICAL - <br />PANEL <br />EXTERIOR--\ <br />CMU BLOCK <br />WALL <br />CONCRETE — <br />CURB REFER <br />TO PLANS <br />CONCRETE -- <br />SLAB ON <br />GRADE AT <br />GARAGE <br />FLOOR <br />12 <br />SEE ROOF <br />PLAN <br />1/2" (MIN.) <br />CLG. BD. <br />(8' TYPE 'X' GYP. BD. <br />TO BE PROVIDED <br />WHEN LIVING SPACE <br />IS ABOVE GARAGE) <br />GARAGE SLAB, -� <br />SEE STRUCTURAL <br />PLANS <br />4" <br />ROOF SHINGLES OVER <br />TWO LAYERS OF ASTM D226 TYPE II OR <br />SYNTHETIC UNDERLAYMENT COMPLYING <br />WITH ASTM D226 TYPE II INSTALLED PER <br />R905.1.1.1 (SEE SHEET CS2) <br />OR <br />CONCRETE TILE W/ SELF ADHERED <br />MEMBRANE UNDERLAYMENT <br />60 MIL. OR EQUAL <br />PRE-ENGINEERED ROOF <br />TRUSSES AT TYP. 24" O.C. <br />BOTTOM CHORD VARIES. REFER <br />TO TRUSS MFGR. DRAWINGS. <br />HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO <br />STRUCTURAL. <br />TOP OF C.M.U. <br />(REFER TO ELEV.) <br />2x6 ALUM WRAPPED FASCIA <br />BD. WALUM DRIP EDGE <br />SOFFIT INSTALLED PER <br />MANUF. SPECS <br />2X PT BLOCKING <br />SEE STRUCTURAL <br />PLAN <br />EXPANSION JOINT <br />DRIVEWAY PER COMMUNITY <br />SPECS <br />OL 0'-0" <br />SLOPE FIN. FL <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />WALL SECTION @ GARAGE DOOR <br />SCALE: 1/2" = 1'-O" <br />ATTIC OR SECOND <br />FLOOR LIVING SPACE <br />REFER TO PLANS <br />T.O. M <br />z <br />g <br />a <br />w <br />a <br />:1E <br />ih <br />co <br />cV <br />to <br />N <br />1, <br />„ <br />P'-6 <br />:A' <br />.= <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <br />SCALE: 1/2" = 1'-O" <br />INSULATION AS <br />PER SPECS. <br />1/2" (MIN.) CLG. BD. <br />PRE-ENGINEERED <br />GABLE END ROOF <br />TRUSS - REFER TO <br />STRUCTURALS <br />7/8 STUCCO OVER LATH <br />W/ 60 MIN. GRADE D PAPER <br />BACKED LATH OVER <br />BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />HURRICANE STRAP EACH <br />END OF TRUSS - REFER TO <br />STRUCTURAL. <br />MID -WALL WEEP SCREED/ <br />EXPANSION JOINT <br />TO ELEV.) <br />2X ALUM WRAPPED FASCIA <br />BD. WALUM DRIP EDGE <br />SOFFIT AS PER SPECS. <br />MASONRY LINTEL, SEE <br />STRUCTURALS <br />TYP. GABLE END DETAIL <br />SCALE: 1/2" = 1'-O" 1-STORY - MASONRY WALL <br />J�`s�eaii�o-�, <br />G• F <br />24 <br />N <br />r <br />T O <br />a <br />s <br />Aele <br />Ir <br />�JF--w <br />wz0 <br />� <br />wZO <br />w <br />>ccQO <br />U) 3: w <br />Q W H <br />J U) w w <br />� Ir I= I= <br />YOI—z <br />,du-00U) <br />z z z p w <br />w J <br />Q � <br />w 0. _ ir 9 <br />U) o Ow 0 <br />Qz� <br />. C <br />c o <br />n <br />0 <br />8i <br />H <br />0 <br />0 <br />Z <br />00 <br />0 <br />~ <br />M� <br />0 <br />u <br />w <br />U) <br />0 <br />w <br />w <br />U) <br />U <br />I� <br />a <br />w <br />O <br />U) <br />w <br />G <br />O <br />d <br />r <br />�Zaaaaa <br />JAN Z 0 2022 <br />COMMUNITY: <br />LINKS @ CALUSA SPRINGS <br />PLAN # 6120 <br />RELEASED: 1/27/22 <br />SHEET <br />A*5.2 <br />
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