2
4'-0" 3'-4 3/8" 6'-0" 24'-1 1/4" 6'-0" 3'-4 3/8" 10'-4" 4'-0" 10'-4" 71'-6" 16'-1 1/4" 36'-9" 16'-1 1/4" 29'-10 7/8" 13'-9 5/8" 16'-1 1/4" 3'-10 1/8" 10'-4 1/8" 12'-8 3/4" 10'-4 1/8" 2'-11 7/8" 7'-9 3/8" 5'-11 1/4" 13'-8" 10'-3 3/4" 13'-8" 11'-3 1/2" 5'-0" 13'-8" 5'-0" 32'-5" 5'-0" 13'-8" 5'-0" 12'-10 5/8" 6'-0" 12'-1 1/4" 8'-2" 8'-2" 40'-8 5/8" 10'-0" 3'-4" 30'-3" 135° 7'-10" 10'-10" 5'-0" 15'-0" 5'-0" 10'-10" 46'-7" 6'-0" 11'-7" 12'-4 1/8" 5'-4" 2'-0 7/8" 39'-2" 8'-9 1/4" 10'-3 1/8" 5'-0 7/8" 13'-11 7/8" 7'-1 7/8" 9'-7 1/4" 7'-1 1/4" 2'-6 1/4" 9'-11 5/8" 2'-6 1/4" 24'-6 3/4" 14'-11 3/8" 7'-4 1/2" 43'-8 3/8" 30'-1 1/2" 5'-8 1/2" Jerry W. Herndon Reserves common law copyright and other property rights restricting these documents to the original site or purpose for which they were intended. Reproductions, changes or other assignments are prohibited. Architect 2015 date Jerry W. Herndon, © sheet no. rev. 1. 6. 8. 9. 7. 10. 2. 3. 4. 5. by chk'd by date drawn by project no. Architecture JERRY W. HERNDON ARCHITECT Phone: 1.859.225.0310 2437 Fortune Drive; Suite 175 Lexington, Kentucky 40509 Construction Management 5990 Winchester Road Winchester, Kentucky 40391 1404 A101 MAIN LEVEL FLOOR PLAN 01.01.13 RB RB XX XX.XX.XX SCALE: MAIN LEVEL FLOOR PLAN 1" = 1'-0" YOUTH WORSHIP AREA 113 YOUTH CLASSROOM 114 YOUTH CLASSROOM 112 YOUTH CLASSROOM 111 STAIRS 109 CORRIDOR 107 CAFE 106 CORRIDOR 104 ENTRY LOBBY 100 UP RAMP UP GYMNASIUM ROOF BELOW EXISTING SANCTUARY YOUTH LOUNGE AREA 110 STO. 108 MEN'S 101 WOMEN'S 102 NURSERY 103 ELEV. 105 YOUTH CLASSROOM 115 A100 A100 A100 A100 A100 A100 A100 A100 A100 A100 A100 A100 A100 102'-6" F.F.E PROVIDE 20 GAUGE STUDS AT WALL MOUNTED CABINET LOCATIONS AND AT WALLS SCHEDULED TO RECEIVE CERAMIC TILE. PROVIDE 16 GUAGE STUDS AT DOOR JAMBS, AND WHERE WALLS SUPPORT HEAVY EQUIPMENT. TABLE ASSUMES STUDS PLACED AT 16" O.C. METAL STUD GAUGE GUIDE - - - - - - 18 GA 25 GA 20 GA 25 GA 4" STUD GENERAL STUD GAUGE NOTES: 25 GA 1. 2. 3. 25 GA 6" 25 GA 25 GA 20 GA 18 GA (GUAGE GUIDE IS FOR INTERIOR PARTITIONS ONLY) 18 GA 25 GA 14'-6" 3 5/8" 20 GA 16'-5" SPAN 17'-0" - - - 19'-0" - - - 24'-0" - - - 26'-0" 100'-0" F.F.E A100 VEST. 100 DOWN D2 A403 D3 A403 D1 A5.1 D1 A5.1 D1 A5.1 D3 A401 D1 A5.1 102'-6" F.F.E 102'-6" F.F.E DOWN D1 A403 DECREASE OPENING SIZE TO ALLOW BRACING.

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  • 4'-0"3'-4 3/8"

    6'-0"24'-1 1/4"6'-0"3'-4 3/8"

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    30'-1 1/2"

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    Jerry W. Herndon Reserves common law copyright and other property rights restricting these documents to the original site or purpose for which they were intended. Reproductions, changes or other assignments are prohibited.

    Arch

    itect 20

    15

    date

    Jerry W. H

    ernd

    on

    ,

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    o.

    rev.

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    ArchitectureJERRY W. HERNDON ARCHITECT

    Phone: 1.859.225.0310

    2437 Fortune Drive; Suite 175Lexington, Kentucky 40509

    Construction Management

    5990 Winchester RoadWinchester, Kentucky 40391

    14

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  • 30'-2 1/2"

    Jerry W. Herndon Reserves common law copyright and other property rights restricting these documents to the original site or purpose for which they were intended. Reproductions, changes or other assignments are prohibited.

    Arch

    itect 20

    15

    date

    Jerry W. H

    ernd

    on

    ,

    sheet n

    o.

    rev.

    1.

    6.

    8.

    9.

    7.

    10

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    2.

    3.

    4.

    5.

    by

    chk'd

    by

    date

    draw

    n b

    y project n

    o.

    ArchitectureJERRY W. HERNDON ARCHITECT

    Phone: 1.859.225.0310

    2437 Fortune Drive; Suite 175Lexington, Kentucky 40509

    Construction Management

    5990 Winchester RoadWinchester, Kentucky 40391

    14

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