| | Department Issues | Signed Off | Intl |
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Arch. Name: Bloodgood Sharp Buster Phone #: 407-359-4030 Lic. #: AR 16882
Rodney Cattoor
Stru Eng. Name: Paul J. Ford & Co. Phone #: 407-898-9039 Lic. #: 42373
Orin Edward Likens
Mech. Eng. Name: National Engineering Corp. Phone #: 407-539-3400 Lic. #: 45871
Plumbing
James M Fowler
Elec. Eng.Name: National Engineering Corp. Phone #: 407-539-3400 Lic. #: 12787
J. David Wewishlatt
Building Use: Condo Occp Type: R2 / S1 Occp. Load:
Const. Type: V unp. Spkl.: Yes Stories: 4
Area Separation: None Occp. Separation: 2 & 1 Hour Rated Corridors: None
Floor Area 1st : 16013 sq. ft. 2nd: 15028 sq.ft. 3rd: 14930 sq. ft. 4th: 1071 sq.
ft.
Your resubmittal should include three sets of plans or you may insert the revised
pages into the plan sets and one set of the original shall be resubmitted. ALL ITEMS
REVISED SHALL BE IDENTIFIED.
ADDITIONAL ITEMS MAYBE REQUIRED - DEPENDING ON INFORMATION AND CLARITY OF FINAL PLANS
SUBMITTED FOR REVIEW
AS PER ORDINANCE # 98-42 “ An additional fee due and payable at permitting shall be of $100 each for any second resubmission of plans. Per FL. Statute 553.80(2)(b), on any third and subsequent resubmissions that do not correct a code violation that is specifically and continuously noted in each previous rejection, a fee of four times the amount of the fee attributed to plan review will be charged.
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1. The shop drawing submitted from Atlantic steel has two pages for sheets 2, 3, 4 and 9 please remove sheets that don't belong with this submittal.
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2. The Hambro structural systems plan sheets JE7, JE8 and ES8 plans, submitted for review are stamp NOT FOR CONSTRUCTION provide plans approved for construction.
Provide revised JE1 and JE2 drawijng.
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3. The fault current letter submitted with permit package is for single phase 120/240 volts. The plans call for 3 phase 120/208 3 phase provide correct fault current letter.
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4. The truss T26 appears to be 3" to long.
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5. The truss T110 that is submitted for review has been voided per engineer provide the correct truss T110 for review.
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6. The truss T189 is missing from the truss package.
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7. Provide a columum detail for the W 14x34 steel beam in the D units at the exterior wall from the 3 rd. floor to foundation.
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8. Provide a columum detail for the W 14x26 steel beam in the D units at the exterior wall from the 3 rd. floor to foundation.
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9. Provide a columum detail for the W 10x14 steel beam in all units next to the Lanai at the exterior wall from the 4 th. floor to foundation.
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10. Provide a steel beam connection detail for the W 8x10 beam at power box lintels at the B units exterior walls and covered walkways.
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11. The structural drawing need to include the power box lintels in the lintel schedule and location of the power box lintels on the floor plans.
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12. The foundation and concrete columns and tie beam shop drawing need to be revised to include the steel rebar for columns and beams.
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13. The plumbing piping that penerates the fire rated floor assembly shall be protected per section 705.6.1 of the FBC.(provide listed assembly information)
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14. Provide revised plumbing plans P1, P9 and P10 sheets.
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This correction list is also for Building F clearance sheet C 04-1345 *33
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