Plan Review Details - Permit 05121217
Plan Review Stops For Permit 05121217
Review Stop AD ADDRESSING
Rev No 3 Status P Date 2006-11-13 Cont ID  
Sent By lursu Date 2006-11-13 Time 11:17 Rev Time 0.00
Received By lursu Date 2006-11-13 Time 11:17 Sent To  
Notes
2006-11-13 11:18:52THE SITE ADDRESS IS CORRECT.

Review Stop AD ADDRESSING
Rev No 2 Status P Date 2007-03-15 Cont ID  
Sent By lursu Date 2006-02-02 Time 13:31 Rev Time 0.00
Received By rmcdouga Date 2006-02-02 Time 13:32 Sent To  
Notes
2006-02-02 00:00:00NEED SITE PLAN & PLAT BEFORE ISSUING AN
 ADDRESS ( PARCEL SPLIT)

Review Stop AD ADDRESSING
Rev No 1 Status N Date 2005-12-28 Cont ID  
Sent By ptjomsto Date 2005-12-28 Time 16:04 Rev Time 0.00
Received By ptjomsto Date 2005-12-28 Time 16:04 Sent To  
Notes
2005-12-28 00:00:00ADDRESS ON APP READS 1621 WORTHINGTON
 RD/CUSTOMER INFORMED ME THIS PROPERTY
 WAS DIVIDED INTO TWO ADDRESSES

Review Stop B BUILDING (STRUCTURAL)
Rev No 26 Status P Date 2008-04-07 Cont ID  
Sent By rmcdouga Date 2008-04-07 Time 07:18 Rev Time 0.00
Received By rmcdouga Date 2008-04-07 Time 07:18 Sent To  
Notes
2008-04-07 07:20:51REVISED SHEETS A1.2.4 AND S-13.

Review Stop B BUILDING (STRUCTURAL)
Rev No 25 Status P Date 2008-03-06 Cont ID  
Sent By rmcdouga Date 2008-03-06 Time 12:48 Rev Time 0.00
Received By rmcdouga Date 2008-03-06 Time 12:48 Sent To  
Notes
2008-03-06 12:50:16RATIONAL ANALYSIS FOR 3/4" SHIM ON STOREFRONTS WAS
 SUBMITTED.

Review Stop B BUILDING (STRUCTURAL)
Rev No 24 Status F Date 2008-01-24 Cont ID  
Sent By rmcdouga Date 2008-01-24 Time 11:35 Rev Time 0.00
Received By rmcdouga Date 2008-01-24 Time 11:03 Sent To  
Notes
2008-01-24 11:35:52DENIED BY BUILDING
  
 THE LETTER FROM FRANK L. BENNARDO, THE WINDOW SHOP
 DRAWING ENGINEER, TO ALLOW LARGER SHIM SPACE THAN THE
 PRODUCT APPROVALS FOR THE MGI-50 AND YHS50 STOREFRONT
 FRAMING SYSTEMS IS DENIED. THE ENGINEER IS REQUIRED TO
 PROVIDE SIGNED AND SEALED CALCULATIONS AND RATIONAL
 ANALYSIS IN ORDER TO DEVIATE FROM THE REQUIREMENTS OF
 THE PRODUCT APPROVAL WHICH ARE BASED ON TESTING OF THE
 PRODUCT. SEE FBC 1714.5.4.2 AND 1714.7.
  
 - ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]

Review Stop B BUILDING (STRUCTURAL)
Rev No 23 Status P Date 2008-01-24 Cont ID  
Sent By rmcdouga Date 2008-01-24 Time 07:05 Rev Time 0.00
Received By rmcdouga Date 2008-01-24 Time 07:05 Sent To  
Notes
2008-01-24 07:07:07SUBMITTED PRODUCT APPROVAL FOR YKK SERIES 35H ENTRANCE
 DOOR FL 8712.3 REVIEWED FOR CODE COMPLIANCE.

Review Stop B BUILDING (STRUCTURAL)
Rev No 22 Status P Date 2008-01-23 Cont ID  
Sent By rmcdouga Date 2008-01-23 Time 15:40 Rev Time 0.00
Received By rmcdouga Date 2008-01-23 Time 15:40 Sent To  
Notes
2008-01-23 16:49:02REVISIONS TO SHEETS A1.1.0, 1.1.1, 1.2.1, 1.2.4, 2.1.1,
 2.1.2, 2..2.1, 2.2.2, 2.2.4, 2.3.1, 2.3.2, 2.3.3,
 3.1.1, 4.3.1, 7.1.1, 8.1.1, 8.2.1, 10.1.1, 11.1.1,
 11.1.2, 11.1.3, 11.2.1, 11.2.2, AND 11.3.1 HAVE BEEN
 REVIEWED FOR CODE COMPLIANCE.
  
  
 BUILDING PROVISO
  
 THE PARKING LOT REVISION NUMBER 7 THAT IS CLOUDED AND
 SHOWN ON THE SITE PLAN ON SHEET A1.1.0 IS REQUIRED TO
 HAVE A SEPARATE PERMIT. REFER TO PERMIT# 07100833.

Review Stop B BUILDING (STRUCTURAL)
Rev No 21 Status F Date 2007-12-12 Cont ID  
Sent By rmcdouga Date 2007-12-12 Time 09:56 Rev Time 0.00
Received By rmcdouga Date 2007-12-12 Time 09:55 Sent To  
Notes
2007-12-12 10:06:36DENIED BY BUILDING
  
 1) THE PRODUCT APPROVALS THAT WERE SUBMITTED FOR THE
 EXTERIOR DOORS IS NOT THE ONE SPECIFIED ON THE COVER
 SHEET OF THE ENGINEERING FROM THE GLASS COMPANY. IT IS
 ALSO INCOMPLETE. SUBMIT (3) COPIES OF PRODUCT APPROVAL
 FL# 8712.3 WITH THE EVALUATION AND INSTALLATION
 INFORMATION AS REQUIRED BY RULE 9B-72.
  
 2) THE OTHER STOREFRONT INFORMATION THAT WAS SUBMITTED
 HAS BEEN REVIEWED FOR CODE COMPLIANCE AND DATE
 STAMPED.
  
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]

Review Stop B BUILDING (STRUCTURAL)
Rev No 20 Status P Date 2007-12-12 Cont ID  
Sent By rmcdouga Date 2007-12-12 Time 07:19 Rev Time 0.00
Received By rmcdouga Date 2007-12-12 Time 07:19 Sent To  
Notes
2007-12-12 07:20:42SUBMITTALS FOR FIRE RATED GLASS AND METAL FRAMES HAVE
 BEEN REVIEWED FOR CODE COMPLIANCE.

Review Stop B BUILDING (STRUCTURAL)
Rev No 19 Status P Date 2007-11-09 Cont ID  
Sent By rmcdouga Date 2007-11-09 Time 10:51 Rev Time 0.00
Received By rmcdouga Date 2007-11-09 Time 10:51 Sent To  
Notes
2007-11-09 10:52:55STRUCTURAL STEEL SHOP DRAWINGS WERE SUBMITTED AND
 REVIEWED

Review Stop B BUILDING (STRUCTURAL)
Rev No 18 Status F Date 2007-11-07 Cont ID  
Sent By rmcdouga Date 2007-11-07 Time 09:45 Rev Time 0.00
Received By rmcdouga Date 2007-11-07 Time 09:45 Sent To  
Notes
2007-11-07 10:11:192004 FBC
 SUBMITTAL FOR ROOFING (LIGHTWEIGHT CONCRETE, MODIFIED
 BITUMEN, RAS 117 CALCULATIONS)
  
 DENIED BY BUILDING
  
 1) THE RAS 117 CALCULATIONS FROM ATLANTIC & CARIBBEAN
 ROOF CONSULTING, LLC ARE REQUIRED TO BE SIGNED, SEALED
 AND DATED BY THE ENGINEER. THE EMBOSSED SEAL AND
 ORIGINAL SIGNATURES ARE REQUIRED. FS 741 AND FAC
 61G15-23.002
  
 2) THE ROOF COMPONENT AND CLADDING UPLIFT PRESSURES
 SPECIFIED ON THE RAS 117 CALCULATIONS DO NOT CORRESPOND
 WITH THE ROOF UPLIFT PRESSURES THAT ARE SPECIFIED ON
 STRUCTURAL SHEET S-12 OF THE PLANS (-76.9, -120.6) AND
 BOTH ARE FOR EXPOSURE CATEGORY 'C'. PLEASE CORRECT.
  
 - ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]

Review Stop B BUILDING (STRUCTURAL)
Rev No 17 Status P Date 2007-11-01 Cont ID  
Sent By rmcdouga Date 2007-11-01 Time 13:22 Rev Time 0.00
Received By rmcdouga Date 2007-11-01 Time 13:22 Sent To  
Notes
2007-11-01 13:24:37REVIEW AND PROCESS TILT WALL SHOP DRAWINGS.

Review Stop B BUILDING (STRUCTURAL)
Rev No 16 Status F Date 2007-10-23 Cont ID  
Sent By rmcdouga Date 2007-10-23 Time 10:36 Rev Time 0.00
Received By rmcdouga Date 2007-10-23 Time 10:36 Sent To  
Notes
2007-10-23 11:02:42TILT-WALL PANEL SHOP DRAWINGS
  
 DENIED BY BUILDING
  
 THE DRAWINGS THAT WERE SUBMITTED CONTAIN NUMEROUS
 REFERENCES TO THE WELD PLATE EMBEDS AND PROVIDES EMBED
 DETAILS. THEREFORE, THE DRAWINGS ARE REQUIRED TO BE
 REVIEWED BY THE ENGINEER OF RECORD, ONM&J STRUCTURAL
 ENGINEERS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]

Review Stop B BUILDING (STRUCTURAL)
Rev No 15 Status P Date 2007-10-16 Cont ID  
Sent By rmcdouga Date 2007-10-16 Time 16:51 Rev Time 0.00
Received By rmcdouga Date 2007-10-16 Time 16:51 Sent To  
Notes
2007-10-16 16:53:14SUBMITTALS FOR THE TATE ACCESS FLOORING REVIEWED FOR
 CODE COMPLIANCE.

Review Stop B BUILDING (STRUCTURAL)
Rev No 14 Status F Date 2007-10-09 Cont ID  
Sent By rmcdouga Date 2007-10-09 Time 14:26 Rev Time 0.00
Received By rmcdouga Date 2007-10-09 Time 14:26 Sent To  
Notes
2007-10-09 15:40:52STORE FRONT SUBMITTALS
 2004 FBC
  
 DENIED BY BUILDING
  
 1) THE DESIGN PRESSURES LISTED IN NOA 02-0215.16,
 02-0215.18 AND 04-0227.02 ARE REQUIRED TO BE DIVIDED BY
 1.33 TO COMPLY WITH 2004 FBC OR BE VARIFIED BY A
 FLORIDA P.E. SEE THE FL. COVER SHEETS.
  
 2) THE MULLION LOAD CAPACITY AND THE ANCHOR LOAD
 CAPACITY FOR THE YKK LARGE MISSILE IMPACT RATED STORE
 FRONTS ARE TOO LOW FOR THE -85.3 ZONE 5 WALL PRESSURE
 WHEN REDUCED BY ONE THIRD. PLEASE CORRECT.
  
 3) THE GLASS DESIGN LOAD ON SHEET 10 OF NOA 02-0215.16
 FOR THE GLASS SPECIFIED ON THE FRONT OF THE SUBMITTALS
 IS + 65 OR - 65, WHICH IS TOO LOW FOR FOR THE REQUIRED
 COMPONENT AND CLADDING PRESSURES OFWALL ZONE 5.
 PLEASE CORRECT.
  
 4) THE NEGATIVE MULLION LOAD CAPACITY FOR THE SMALL
 MISSILE IMPACT RATED YKK STORE FRONTS ARE TOO LOW FOR
 WALL ZONE 5 WHEN REDUCED BY ONE THIRD. PLEASE CORRECT.
  
  
 5) THE GLASS TYPE SPECIFIED ON SHEET 3 OF NOA
 02-0215.18 FOR THE SMALL MISSILE IMPACT RATED YKK STORE
 FRONTS IS DIFFERENT FROM THE ONE SPECIFIED ON THE COVER
 SHEET OF THE SUBMITTAL. PLEASE REVISE.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]

Review Stop B BUILDING (STRUCTURAL)
Rev No 13 Status P Date 2007-09-21 Cont ID  
Sent By rmcdouga Date 2007-09-21 Time 07:43 Rev Time 0.00
Received By rmcdouga Date 2007-09-21 Time 07:43 Sent To  
Notes
2007-09-21 07:46:25SUBMITTED SHOP DRAWINGS FOR TILT WALL PANEL BRACING
 SHEETS TW-2.2 AND TW-3.5.

Review Stop B BUILDING (STRUCTURAL)
Rev No 12 Status P Date 2007-09-11 Cont ID  
Sent By rmcdouga Date 2007-09-11 Time 18:43 Rev Time 0.00
Received By rmcdouga Date 2007-09-11 Time 18:43 Sent To  
Notes
2007-09-11 18:45:10CONTRACTOR BROUGHT IN THE THIRD SET OF STAIR SHOP
 DRAWINGS. DRAWINGS WERE OK.

Review Stop B BUILDING (STRUCTURAL)
Rev No 11 Status F Date 2007-09-10 Cont ID  
Sent By rmcdouga Date 2007-09-10 Time 17:52 Rev Time 0.00
Received By rmcdouga Date 2007-09-10 Time 17:52 Sent To  
Notes
2007-09-10 17:55:542004 FBC
 STAIR SHOP DRAWINGS
  
  
 DENIED
  
 ONLY TWO SETS OF DRAWINGS WERE SUBMITTED. THIS IS A
 THRESHOLD BUILDING WHICH REQUIRES 3 SETS OF DRAWINGS.
  
 CALLED CONTRACTOR AND HE IS TO BRING IN ANOTHER SET
 TOMORROW.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]

Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status F Date 2007-08-27 Cont ID  
Sent By rmcdouga Date 2007-08-27 Time 17:16 Rev Time 0.00
Received By rmcdouga Date 2007-08-27 Time 17:16 Sent To  
Notes
2007-08-27 17:29:462004 FBC
 STAIR SHOP DRAWINGS
  
  
 DENIED BY BUILDING
  
 1) THE ARCHITECT OR ENGINEER OF RECORD IS REQUIRED TO
 REVIEW THE SHOP DRAWINGS. THE PLANS HAVE THE REVIEW
 STAMP OF OLIVER GLIDDEN PARTNERS ARCHITECTS AND THEY
 ARE NOT THE DESIGNERS OF RECORD. PLEASE CORRECT.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]

Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2007-08-27 Cont ID  
Sent By rmcdouga Date 2007-08-27 Time 16:48 Rev Time 0.00
Received By rmcdouga Date 2007-08-27 Time 14:58 Sent To  
Notes
2007-08-27 16:48:10SUBMITED TILT WALL BRACING PLAN SHOP DRAWINGS WHICH
 WERE REVIEWED AND ACCEPTED BY ONM&J (ENGINEER) AND
 HEDRICK BROTHERS (CONTRACTOR).

Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status F Date 2007-08-03 Cont ID  
Sent By rmcdouga Date 2007-08-03 Time 10:54 Rev Time 0.00
Received By rmcdouga Date 2007-08-03 Time 07:01 Sent To  
Notes
2007-08-03 10:56:482004 FBC
 STAIR AND RAMP STEEL SHOP DRAWINGS
 1641 WORTHINGTON ROAD
 4 STORY OFFICE BUILDING (SHELL)
 TYPE II-A (SPRINKLERED)
 BUSINESS OCCUPANCY
  
 DENIED BY BUILDING
  
 1) THE P.E. NUMBER LISTED ON THE DRAWINGS IS INCORRECT.
 IT SHOULD BE 55703. PLEASE CORRECT.
  
 2) THE CLEAR SPACE BETWEEN THE HANDRAILS AND THE WALL
 IS REQUIRED TO BE 1-1/2". SEE FBC 11-4.8.5(3) AND
 11-4.9.4(3). PLEASE REVISE THE TYPICAL SECTIONS ON
 DRAWING E5 AND ALL OTHER DRAWINGS THAT DO NOT COMPLY.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status F Date 2007-07-12 Cont ID  
Sent By rmcdouga Date 2007-07-12 Time 08:52 Rev Time 0.00
Received By rmcdouga Date 2007-07-12 Time 08:52 Sent To  
Notes
2007-07-12 08:55:27REVISED SHEETS A1.1.0 AND A1.1.1 SITE PLANS ARE OK FOR
 BUILDING REVIEW. HOWEVER, THEY HAVE BEEN DENIED BY
 ZONING REVIEW.

Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2007-07-12 Cont ID  
Sent By rmcdouga Date 2007-07-12 Time 08:47 Rev Time 0.00
Received By rmcdouga Date 2007-07-12 Time 08:47 Sent To  
Notes
2007-07-12 08:51:51REVISED SHEETS A1.2.4, A2.1.1, A2.2.1, A2.3.2, A3.1.1,
 A8.1.1, S1, S2, S3, S4, S5, S10, S11, S13 ARE OK.

Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2007-03-15 Cont ID  
Sent By rmcdouga Date 2007-03-14 Time 12:29 Rev Time 0.00
Received By rmcdouga Date 2007-03-13 Time 18:15 Sent To  
Notes
2007-03-14 12:46:013/15/07 BOB FOX BROUGHT IN IMPACT FEE PAID RECEIPT AND
 NOC.
  
 TEMPORARY FAILED STATUS WILL BE CHANGED TO PASS WHEN
 PAID IN FULL RECEIPT FOR IMPACT FEES AND RECORDED NOC
 IS SUBMITTED.
  
  
 BUILDING PROVISO
  
 1) SUBMIT SIGNED AND SEALED RAS 117 CALCULATIONS FROM A
 FLORIDA REGISTERED ENGINEER, ARCHITECT OR REGISTERED
 ROOF CONSULTANT FOR THE ENHANCED FASTENING OF THE JOHNS
 MANVILLE MODIFIED ROOFING SYSTEM AFTER THE REQUIRED
 PULL TESTS ON THE LIGHTWEIGHT CONCRETE DECK HAVE BEEN
 COMPLETED.
  
 2) SUBMIT REVISED SHEETS S1, S7 AND S12 THAT REFLECT
 THE CHANGE TO THE EAST ELEVATION ON SHEET A3.1.1 IN
 ORDER TO COMPLY WITH FBC 704.8.1 FOR THE 25 % OF WALL
 AREA ALLOWED AS OPENINGS.

Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2007-03-15 Cont ID  
Sent By rmcdouga Date 2007-03-09 Time 06:48 Rev Time 0.00
Received By rmcdouga Date 2007-03-07 Time 16:44 Sent To  
Notes
2007-03-08 19:01:59DENIED BY BUILDING
  
 2004 FLORIDA BUILDING CODE
 4 STORY OFFICE BUILDING (SHELL)
 TYPE II-B (SPRINKLERED)
 BUSINESS OCCUPANCY
 FLOOD ZONE A9 BFE 13' (+6" CITY REQ)
 REQUIRED SOIL BEARING CAPACITY 2500 AND
 8000 PSF
  
 NOTE: STRUCTURE IS LOCATED IN AN A9 FLOOD
 ZONE. AN ELEVATION CERTIFICATE WILL BE
 REQUIRED.
  
 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT
 MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED. WORK MUST COMMENCE WITHIN 90 DAYS
 OF RECORDING DATE. THE ONE SUBMITTED WILL NEED TO BE
 RE-RECORDED.
  
 2)A PAID IN FULL RECEIPT IS REQUIRED BEFORE PERMIT
 CAN BE ISSUED.
  
 3) THE MAXIMUM DESIGN PRESSURE FROM THE MODIFIED
 ROOFING PRODUCT APPROVAL IS TOO LOW BASED ON THE ROOF
 PRESSURES ON PAGE S12 OF PLANS. THE PRODUCT APPROVAL
 ALLOWS FOR INCREASED PRESSURES THROUGH ENHANCED
 FASTENING (SEE LIMITATION #7 ON NOA) WITH SIGNED AND
 SEALED RAS 117 CALCULATIONS.PLEASE SUBMIT THE SIGNED
 AND SEALED RAS 117 CALCULATIONS.
 PER YOUR RESPONSE THIS WILL BE A PROVISO ITEM, UNTIL
 AFTER A PULL TEST IS COMPLETED ON THE LIGHT WEIGHT ROOF
 INSULATION.
  
 4)FBC 1406.2.2REQUIRES ARCHITECTURAL TRIM THAT
 EXCEEDS 40 FEET (12 192 MM) IN HEIGHT ABOVE GRADE PLANE
 SHALL BE CONSTRUCTED OF APPROVED NONCOMBUSTIBLE
 MATERIALS AND SHALL BE SECURED TO THE WALL WITH METAL
 OR OTHER APPROVED NONCOMBUSTIBLE BRACKETS. FOAM BANDING
 AT PARAPET AND MEDALLIONS AS SHOWN ON A3.1.1 ARE
 NON-COMPLIANT. DETAIL 19 ON 5.1.1 IS LABELED TYPICAL
 FOAM BANDING.
  
 5) ONE OF THE PLANS IS MISSING SHEETS A9.1.2 AND
 A3.2.1.
  
 6) THE DOOR SCHEDULE SPECIFIES A 20 MINUTE FIRE RATED
 DOOR AT THE ROOF FOR DOOR # 525. THIS IS A 2 HOUR RATED
 STAIR SHAFT. A 90 MINUTE RATED DOOR IS REQUIRED.
  
 7) SHEET A2.1.2IS TITLED SECOND-FOURTH FLOOR PLANS.
 THE DRAWING INDEX SPECIFIES SECOND -THIRD FLOOR FOR
 A2.1.2. THE DOOR SCHEDULE ON A8.1.1 LISTS DOORS FOR THE
 FORTH FLOOR. PLEASE CLARIFY.
  
 8) THE PRODUCT APPROVAL FROM YKK AP AMERICA, INC. FOR
 THE YHS-50 STOREFRONT (NOA 02-0215.17 HAS MULLION
 CAPACITY PRESSURES TOO LOW FOR WINDOWS A & E (+45.5 /
 -45.6 PSF)AND WINDOWS B AND F (+65 / - 65 PSF). SEE
 REQUIRED PRESSURES ON SHEET S12.
  
 9) THE PRODUCT APPROVAL FROM MILLER GLASS AND GLAZING
 FOR THE STOREFRONTS HAS PRESSURES THAT ARE TOO LOW FOR
 SOME OF THE PRESSURE ZONES SPECIFIED ON THE PLANS.
 THERE ARE TWO DRAWINGS FOR LARGE MISSILE IMPACT, ONE
 WITH MAXIMUM FRAME HEIGHT OF 86-1/2"WITH A HORIZONTAL
 MULLION (+58 /-65 PSF)AND ONE WITH MAXIMUM FRAME
 HEIGHT OF 108" WITH HORIZONTAL MULLION ( + 60 / - 65).
 THE FRAME HEIGHT FOR WINDOWS A AND E IS 116". THE OTHER
 DRAWING IS FOR SMALL MISSILE IMPACT WITH MAXIMUM FRAME
 HEIGHT OF 86-1/2" FRAME HEIGHT (+60 / -67).
  
 10) THE SECTION OF EXTERIOR WALL ON THE EAST ELEVATION
 THAT IS LESS THAN 10 FEET FROM THE CONDO PROPERTY LINE
 (FIRE SEPARATION DISTANCE) IS REQUIRED BY FBC TABLE 602
 TO HAVE A ONE HOUR FIRE RATING FOR TYPE II-B
 CONSTRUCTION. IN ADDITION, FBC TABLE 704.8 LIMITS THE
 ALLOWABLE AREA OF UNPROTECTED OPENINGS TO 10% OF THE
 WALL AREA. PER YOUR COMMENTS, FBC 704.8.1 DOES ALLOW
 UNPROTECTED WALL OPENINGS OF 25% OF THE WALL AREA
 BECAUSE THE BUILDING IS FULLY SPRINKLERED IN ACCORDANCE
 WITH FBC 903.3.1.1.HOWEVER, YOUR CALCULATIONS OF WALL
 AREA APPEAR TO HAVE INCLUDED THE AREA OF THE PARAPET
 WALL, WHICH SHOULD NOT BE INCLUDED. SEE FBC CHAPTER 2
 FOR DEFINITIONS OF STORY. THAT PORTION OF A BUILDING
 INCLUDED BETWEEN THE UPPER SURFACE OF A FLOOR AND THE
 UPPER SURFACE OF THE FLOOR OR ROOF NEXT ABOVE (ALSO SEE
 "BASEMENT," "MEZZANINE" AND SECTION 502.1 ). IT IS
 MEASURED AS THE VERTICAL DISTANCE FROM TOP TO TOP OF
 TWO SUCCESSIVE TIERS OF BEAMS OR FINISHED FLOOR
 SURFACES AND, FOR THE TOPMOST STORY, FROM THE TOP OF
 THE FLOOR FINISH TO THE TOP OF THE CEILING JOISTS OR,
 WHERE THERE IS NOT A CEILING, TO THE TOP OF THE ROOF
 RAFTERS. 52' X 60' 5-1/2" = 3,143.92 SQFT X 25% =
 785.98 SQFT OF OPENINGS ALLOWED.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2007-01-05 Cont ID  
Sent By rmcdouga Date 2007-01-05 Time 16:54 Rev Time 0.00
Received By rmcdouga Date 2007-01-05 Time 06:41 Sent To  
Notes
2007-01-05 09:42:33DENIED BY BUILDING
  
 2004 FLORIDA BUILDING CODE
 4 STORY OFFICE BUILDING (SHELL)
 TYPE II-B (SPRINKLERED)
 BUSINESS OCCUPANCY
 FLOOD ZONE A9 BFE 13' (+6" CITY REQ)
 REQUIRED SOIL BEARING CAPACITY 2500 AND
 8000 PSF
  
 1) STRUCTURE IS LOCATED IN AN A9 FLOOD
 ZONE. AN ELEVATION CERTIFICATE WILL BE
 REQUIRED.
  
 2) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT
 MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 3)IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY, PLANS STAMPED BY THEM AND
 COPY OF RECEIPT SUBMITTED TO CITY OF
 WEST PALM BEACH BUILDING DEPARTMENT,
 BEFORE A BUILDING PERMIT CAN BE ISSUED.
  
 4) PRIOR TO PERMIT ISSUANCE, PLEASE ARRANGE WITH HAROLD
 PISKURA (INSPECTION SERVICES MANAGER - TEL :
 561-805-6711), A MEETING INVOLVING THE OWNER, THRESHOLD
 INSPECTOR, JOB INSPECTOR, CONTRACTOR AND ENGINEER.
  
 5) ON SHEET A2.0.1 UNDER CODE ANALYSIS/ APPLICABLE
 CODES, THE HIGH VELOCITY HURRICANE ZONES IS INCORRECTLY
 SPECIFIED. THIS PROJECT IS NOT LOCATED WITHIN THE HIGH
 VELOCITY HURRICANE ZONE.
  
 6) ON SHEET A1.1.1, THE DETAIL TAGS SPECIFY THE WRONG
 PAGES. IT SHOULD BE PAGE A1.2.4.
  
 7) THE MAXIMUM DESIGN PRESSURE FROM THE MODIFIED
 ROOFING PRODUCT APPROVAL IS TOO LOW BASED ON THE ROOF
 PRESSURES ON PAGE S12 OF PLANS. THE PRODUCT APPROVAL
 ALLOWS FOR INCREASED PRESSURES THROUGH ENHANCED
 FASTENING (SEE LIMITATION #7 ON NOA) WITH SIGNED AND
 SEALED RAS 117 CALCULATIONS.PLEASE SUBMIT THE SIGNED
 AND SEALED RAS 117 CALCULATIONS.
  
 8)THE FIRE WINDOWS IN WATER PUMP ROOM ARE NOT CODE
 COMPLIANT. FBC 715.4 REQUIRES FIRE-PROTECTION-RATED
 GLAZING IN INTERIOR ONE HOUR RATED WALLS TO HAVE A 45
 MINUTE RATING. THE FIRE GLASS 20 SPECIFIED IN DETAIL 1
 ON A8.1.1 HAS A TWENTY MINUTE FIRE RATING. FBC
 715.4.7.2LIMITS THE TOTAL AREA OF INTERIOR FIRE
 WINDOW ASSEMBLIES TO NOT EXCEED 25 PERCENT OF THE AREA
 OF A COMMON WALL WITHIN ANY ROOM. THE ALLOWABLE AREA
 FOR FIRE WINDOWS IS EXCEEDED.
  
 9) THE STATE PRODUCT APPROVAL COVERSHEET FOR THE
 WINDSOR REPUBLIC DOOR DOES NOT CORRESPOND THE THE
 ATTACHED NOA FOR THE SERIES DM 418 STEEL DOOR. PLEASE
 CORRECT.
  
 10) THE OTHER PRODUCT APPROVALS SUBMITTED DO NOT HAVE
 THE STATE PRODUCT APPROVAL COVERSHEETS WITH THEFL#
 ATTACHED. NOTE: FBC* 109.3.6 REQUIRES THE PRODUCT
 APPROVALS TO BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD.
  
 11)FBC 1406.2.2REQUIRES ARCHITECTURAL TRIM THAT
 EXCEEDS 40 FEET (12 192 MM) IN HEIGHT ABOVE GRADE PLANE
 SHALL BE CONSTRUCTED OF APPROVED NONCOMBUSTIBLE
 MATERIALS AND SHALL BE SECURED TO THE WALL WITH METAL
 OR OTHER APPROVED NONCOMBUSTIBLE BRACKETS. FOAM BANDING
 AT PARAPET AND MEDALLIONS AS SHOWN ON A3.1.1 ARE
 NON-COMPLIANT.
  
 12)A SEPARATE PERMIT WILL BE REQUIRED FOR THE FENCE
 WALL AT THE GENERATOR AREA AS SHOWN ON SHEET S-13. THE
 HEIGHT OF THE WALL IS SPECIFIED AS 15', HOWEVER THE
 SITE PLANS SPECIFY 6'. PLEASE CORRECT. THE TAG FOR THE
 ELEVATION SHOULD REFERENCE 7 ON A1.2.3.
  
 13)ON THE COVERED WALKWAY PLAN ON S13, SPECIFY THE
 COLUMN TYPE AND REINFORCING FOR THE L ANGLE COLUMN
 BETWEEN SPANDREL PANELS 73 AND 74.ALSO SPECIFY THE
 FOUNDATION TYPE AND REINFORCEMENT FOR THE LARGE L ANGLE
 FOOTING AT THIS LOCATION.
  
 14) SUBMIT PRODUCT APPROVALS FOR THE ROOF OF THE
 COVERED WALKWAY.
  
 15) THE SECTION OF EXTERIOR WALL ON THE EAST ELEVATION
 THAT IS LESS THAN 10 FEET FROM THE CONDO PROPERTY LINE
 (FIRE SEPARATION DISTANCE) IS REQUIRED BY FBC TABLE 602
 TO HAVE A ONE HOUR FIRE RATING FOR TYPE II-B
 CONSTRUCTION. IN ADDITION, FBC TABLE 704.8 LIMITS THE
 ALLOWABLE AREA OF UNPROTECTED OPENINGS TO 10% OF THE
 WALL AREA.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2006-08-11 Cont ID  
Sent By rmcdouga Date 2006-08-11 Time 09:49 Rev Time 0.00
Received By rmcdouga Date 2006-08-11 Time 09:49 Sent To  
Notes
2006-08-11 00:00:00DENIED BY BUILDING
  
 2004 FLORIDA BUILDING CODE
 4 STORY OFFICE BUILDING (SHELL)
 TYPE II-B (SPRINKLERED)
 BUSINESS OCCUPANCY
 FLOOD ZONE A9 BFE 13' (+6" CITY REQ)
 REQUIRED SOIL BEARING CAPACITY 2500 AND
 8000 PSF
  
 1) STRUCTURE IS LOCATED IN AN A9 FLOOD
 ZONE. AN ELEVATION CERTIFICATE WILL BE
 REQUIRED.
  
 2) SUBMIT A SIGNED AND SEALED SURVEY OR
 SITE PLAN INDICATING THE LOCATION OF THE
 STRUCTURE AND THE DISTANCE TO THE
 PROPERTY LINES (CONDO BOUNDARY LINES).
 THIS IS REQUIRED TO DETERMINE THE FIRE
 SEPARATION DISTANCE, AS WELL AS,
 EXTERIOR WALL FIRE RATINGS AND OPENING RESTRICTIONS.
  
 3) FBC* 1804.2.2 AREA OF QUESTIONABLE
 SOIL. SUBMIT A GEOTECHNICAL REPORT TO
 VERIFY THE SAFE BEARING CAPACITY OF THE
 SOIL.
  
 4) FBC 13-400.2.A.2 SHELL BUILDINGS.
 SHELL BUILDINGS SHALL COMPLY WITH THIS
 CODE BY METHOD B OR METHOD C. ONCE ALL ENERGY-RELATED
 DESIGN PARAMETERS ARE
 KNOWN, A METHOD A CALCULATION MAY BE
 RESUBMITTED.
 13-400.3.ABC.2 CODE COMPLIANCE
 CERTIFICATION.
 THE BUILDING?S OWNER, THE OWNER?S
 ARCHITECT, OR OTHER AUTHORIZED AGENT
 LEGALLY DESIGNATED BY THE OWNER SHALL
 CERTIFY TO THE BUILDING OFFICIAL THAT
 THE BUILDING IS IN COMPLIANCE WITH THE REQUIREMENTS OF
 CHAPTER 13 OF THIS CODE
 PRIOR TO RECEIVING THE PERMIT TO BEGIN CONSTRUCTION OR
 RENOVATION.
 IF, DURING THE BUILDING?S CONSTRUCTION
 OR RENOVATION, ALTERATIONS ARE MADE IN
 THE BUILDING?S DESIGN OR IN MATERIALS OR
 EQUIPMENT INSTALLED IN THE BUILDING
 WHICH WOULD DIMINISH IT?S ENERGY
 PERFORMANCE, AN AMENDED COPY OF THE
 COMPLIANCE CERTIFICATION SHALL BE
 SUBMITTED TO THE BUILDING OFFICIAL ON OR
 BEFORE THE DATE OF FINAL INSPECTION BY
 THE BUILDING OWNER OR HIS OR HER LEGALLY AUTHORIZED
 AGENT.
 THE CERTIFIED FLA/COM CALCULATION
 PRINTOUT OR FORM 400C SHALL BE A PART OF
 THE PLANS AND SPECIFICATIONS SUBMITTED
 FOR PERMITTING.
 THE PARTY RESPONSIBLE UNDER SUBSECTIONS
 471.003 AND 481.228 AND CHAPTER 489,
 FLORIDA STATUTES , FOR THE DESIGN AND SPECIFICATION OF
 EACH BUILDING SYSTEM
 SHALL CERTIFY THAT THE PLANS AND
 SPECIFICATIONS FOR THAT SYSTEM COMPLY
 WITH THE REQUIREMENTS OF CHAPTER 13 OF
 THIS CODE (SEE ALSO SECTION 13-103.2 ).
 PLEASE SUBMIT THE APPROPRIATE FORMS
 SIGNED AND SEALED BY THE DOR FOR EACH
 SYSTEM. ALSO SEE SECTION 13-101.1.6.
  
 5) FBC* 105.13.1SPECIAL INSPECTOR.A
 STRUCTURAL INSPECTION PLAN MUST BE
 SUBMITTED PRIOR TO THE ISSUANCE OF A
 BUILDING PERMIT FOR THE CONSTRUCTION OF
 A THRESHOLD BUILDING.A THRESHOLD
 BUILDING IS ANY BUILDING WHICH IS
 GREATER THAN THREE STORIES OR 50 FEET IN
 HEIGHT, OR WHICH HAS AN ASSEMBLY
 OCCUPANCY WITH 5,000 SQFT AREA AND
 GREATER THAN 500 OCCUPANTS.THREE
 COPIES OF THE PLANS AND OTHER DOCUMENTS
 WILL BE REQUIRED FOR PERMITTING PURPOSES
 ALSO, PLEASE ARRANGE WITH HAROLD PISKURA (INSPECTION
 SERVICES MANAGER - TEL:
 561 805 6711), A MEETING INVOLVING THE
 OWNER, THRESHOLD INSPECTOR, JOB
 INSPECTOR, CONTRACTOR AND ENGINEER.
  
 6) SEVERAL OF THE SECTION TAGS ARE
 INCORRECT ON SHEET S-5.
 - THERE IS A TAG FOR SECTION 11 ON S-10,
 BUT 11 ON S-10 IS BLANK.
 - THERE IS A TAG FOR SECTION 7 ON S-10,
 BUT 7 ON S-10 SAYS NOT USED.
 - TWO OF THE SECTION 9 ON S-10 TAGS ARE
 NOT IN THE CORRECT LOCATIONS ON S-5.
  
 7) THE WIND PRESSURES FOR THE WINDOW
 SCHEDULE ON SHEET A8.1.1 DO NOT CONCUR
 WITH THE OPENING PRESSURES ON S11.
  
 8) THE RAMP HEIGHT ON DRAWING 2 ON
 A1.2.1 IS 16" AND THE HEIGHT OF THE
 STEPS IS 18". PLEASE CORRECT.
  
 9) FBC 11-4.8.4 REQUIRES 72 INCHES OF
 STRAIGHT AND LEVEL CLEARANCE AT THE
 BOTTOM OF RAMPS. DRAWING 2 ON A1.2.1 HAS
 ONLY 60 INCHES OF CLEARANCE. PLEASE
 CORRECT.
  
 10) FBC 3002.4 ELEVATOR CAR TO
 ACCOMMODATE AMBULANCE STRETCHER.
 IN BUILDINGS FOUR STORIES IN HEIGHT OR
 MORE, AT LEAST ONE ELEVATOR SHALL BE
 PROVIDED FOR FIRE DEPARTMENT EMERGENCY
 ACCESS TO ALL FLOORS. SUCH ELEVATOR CAR
 SHALL BE OF SUCH A SIZE AND ARRANGEMENT
 TO ACCOMMODATE A 24-INCH BY 76-INCH (610
 MM BY 1930 MM) AMBULANCE STRETCHER IN
 THE HORIZONTAL, OPEN POSITION AND SHALL
 BE IDENTIFIED BY THE INTERNATIONAL
 SYMBOL FOR EMERGENCY MEDICAL SERVICES
 (STAR OF LIFE). THE SYMBOL SHALL NOT BE
 LESS THAN 3 INCHES (76 MM) HIGH AND
 SHALL BE PLACED INSIDE ON BOTH SIDES OF
 THE HOISTWAY DOOR FRAME. PROVIDE NOTE ON
 PLAN SPECIFYING THIS AND WHICH ELEVATOR
 COMPLIES.
  
 11) ELEVATORS SHALL COMPLY WITH
 ACCESSIBILITY REQUIRES OF FBC 3007 AND
 11-4.10. PROVIDE NOTE ON PLAN SPECIFYING
 SIGNAGE AND HEIGHT.
  
 12) SHOW THE CURB RAMPS REQUIRED BY FBC
 11-4.7 FROM THE ACCESSIBLE PARKING
 SPACES TO THE ACCESSIBLE SIDEWALK ON THE
 PLANS.
  
 13)PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SUBMIT
 PRODUCT APPROVAL COVERSHEETS WITH THE
 STATE FL # FOR ALL ITEMS REQUIRED BY
 RULE 9B-72. THIS IS REQUIRED IN ADDITION
 TO THE NOA OR OTHER EVALUATION
 REPORT/INSTALLATION INSTRUCTIONS.
  
 14) FBC*109.3.6 REQUIRES ALL PRODUCT
 APPROVALS SUBMITTED TO BE REVIEWED AND
 APPROVED BY THE DESIGNER OF RECORD.
  
 15) SUBMIT PRODUCT APPROVALS FOR THE
 FOLLOWING:
 - STEEL DOOR TO THE ROOF (RO1)
 - FIRE CORRIDOR EXIT DOOR (107)
  
 16)TO EXPEDITE REVIEW OF A RESUBMITTAL
 WHICH REQUIRES NEW PLANS IN ORDER TO
 ADDRESS THE ABOVE COMMENTS, THE OLD
 SHEETS SHALL BE REMOVED AND THE NEW
 SHEETS INSERTED.ONE COPY OF EACH OLD
 SHEET SHOULD BE STAPLED/CLIPPED TO THE
 REMAINING OLD SHEETS, TO FORM A SET OF
 'OLD/VOID SHEETS', FOR COMPARISON OF
 REVISIONS WHEN REVIEWING THE RESUBMITTED
 PLANS.
  
 17) ALSO SEE HANDWRITTEN NOTES AND
 CORRECTIONS ON THE PLANS (SET #3).
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-05-01 Cont ID  
Sent By rmcdouga Date 2006-05-01 Time 08:37 Rev Time 0.00
Received By rmcdouga Date 2006-04-24 Time 15:00 Sent To  
Notes
2006-05-01 00:00:00DENIED BY BUILDING
  
 1641 WORTHINGTON ROAD
 4 STORY OFFICE BUILDING (SHELL)
 TYPE II-A (SPRINKLERED)
 BUSINESS OCCUPANCY
 FLOOD ZONE A9 BFE 13' (+6" CITY REQ)
 REQUIRED SOIL BEARING CAPACITY 2500 AND
 8000 PSF
  
 1) STRUCTURE IS LOCATED IN AN A9 FLOOD
 ZONE AN ELEVATION CERTIFICATE WILL BE
 REQUIRED.
  
 2) SUBMIT A SIGNED AND SEALED SURVEY OR
 SITE PLAN INDICATING THE LOCATION OF THE
 STRUCTURE AND THE DISTANCE TO THE
 PROPERTY LINES THAT ARE SHOWN ON THE
 SURVEY OF UNIT 7A. THIS IS REQUIRED TO
 DETERMINE FIRE SEPARATION DISTANCE, AS
 WELL AS, EXTERIOR WALL FIRE RATINGS,
 ALLOWABLE AREA OF OPENINGS AND OPENING
 PROTECTION REQUIREMENTS. SEE FBC 704.1.
  
 3) FBC* 1804.2.2AREA OF QUESTIONABLE
 SOIL.SUBMIT A GEOTECHNICAL REPORT
 TO VERIFY THE SAFE BEARING CAPACITY OF
 THE SOIL.
  
 4) NOTE #3 ON S6 UNDER FOUNDATIONS
 STATES THAT SOIL CAPABLE OF SUPPORTING
 8000 PSF AND 2500 PSF IS REQUIRED AND
 REFERS TO PLAN FOR LOCATIONS. SPECIFY
 THE LOCATIONS WHERE 8000 PSF SOIL
 BEARING CAPACITY IS REQUIRED ON S1.
  
 5) 713.13 F.S.A NOTICE OF COMMENCEMENT
 SHALL BE RECORDED AT PALM BEACH COUNTY
 COURTHOUSE AND A COPY SUBMITTED TO THIS
 OFFICE BEFORE A PERMIT CAN BE ISSUED.
 BLANK FORMS ARE AVAILABLE FROM THIS
 OFFICE.
 NOTE: THE NOTICE OF COMMENCEMENT MUST BE RE-RECORDED IF
 THE DESCRIBED IMPROVEMENT
 OR CONSTRUCTION IS NOT COMMENCED WITHIN
 90 DAYS OF RECORDING.
  
 6) IMPACT FEES. THE PLANS SHALL BE TAKEN
 TO PALM BEACH COUNTY BUILDING DEPARTMENT
 FOR IMPACT FEE ASSESSMENT. THEY SHALL BE
 STAMPED AT THAT OFFICE AND A COPY OF THE
 PAID RECEIPT SUBMITTED TO THE CITY OF
 WEST PALM BEACH DEPT OF CONSTRUCTION
 SERVICES BEFORE A PERMIT CAN BE ISSUED.
  
 7) FBC 13-101.1.6SHELL BUILDINGS.
 THE WHOLE BUILDING (INCL. FUTURE TENANT
 SPACE) SHALL BE CONSIDERED.SHELL
 BUILDINGS SHALL BE SHOWN TO COMPLY WITH
 METHOD B OR C.(SEE SUB-CHAPTER 4).ALL ASSUMPTIONS
 MADE ABOUT SYSTEMS, NOT
 SHOWN ON THE CURRENT PLANS, SHALL BE
 LISTED AND APPENDED TO THE FORM 400B FOR SUBMITTAL.
 THIS WILL BE COMPARED, AT A
 LATER DATE, TO THE ACTUAL SYSTEMS
 PROPOSED BY THE FUTURE TENANT(S).THE
 ASSUMPTIONS LISTED ON THE APPENDIX SHEET
 SHALL BE AT LEAST THE MINIMUM STANDARD
 (LIGHTING, HVAC ETC) TO ALLOW THE WHOLE
 BUILDING TO BE OCCUPIED FOR IT'S
 INTENDED PURPOSE. SUBMIT AN ACCURATELY
 COMPLETED FORM 400B-04 DEMONSTARATING
 THAT CODE COMPLIANCE HAS BEEN ACHIEVED.
 THE ONE SUBMITTED INDICATES THE BUILDING
 ENVELOPE FAILS.
  
 8) FBC* 105.13.1SPECIAL INSPECTOR.A
 STRUCTURAL INSPECTION PLAN MUST BE
 SUBMITTED PRIOR TO THE ISSUANCE OF A
 BUILDING PERMIT FOR THE CONSTRUCTION OF
 A THRESHOLD BUILDING.A THRESHOLD
 BUILDING IS ANY BUILDING WHICH IS
 GREATER THAN THREE STORIES OR 50 FEET IN
 HEIGHT, OR WHICH HAS AN ASSEMBLY
 OCCUPANCY WITH 5,000 SQFT AREA AND
 GREATER THAN 500 OCCUPANTS.THREE
 COPIES OF THE PLANS AND OTHER DOCUMENTS
 WILL BE REQUIRED FOR PERMITTING PURPOSES
 ALSO, PLEASE ARRANGE WITH HAROLD PISKURA (INSPECTION
 SERVICES MANAGER - TEL:
 561 805 6711), A MEETING INVOLVING THE
 OWNER, THRESHOLD INSPECTOR, JOB
 INSPECTOR, CONTRACTOR AND ENGINEER.
  
 9)FBC* 109.3.6.4.4 ALL PLANS FOR THE
 BUILDING WHICH ARE REQUIRED TO BE SIGNED
 AND SEALED BY THE ARCHITECT OR ENGINEER
 OF RECORD CON- TAIN A STATEMENT THAT, TO
 THE BEST OF THE ARCHITECT'S PR
 ENGINEER'S KNOWLEDGE, THE PLANS AND
 SPECIFICATIONS COMPLY WITH THE
 APPLICABLE FIRE-SAFETY STANDARDS AS
 DETERMINED BY THE LOCAL AUTHORITY IN
 ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 10) PLEASE EXPLAIN THE +ACI-, +ADO-,
 +AEA-, +AF-, ETC. IN THE NOTES ON SHEET
 S-6.
  
 11) SHEET S7 SPECIFIES 9-1/4" THICK TILT
 WALL PANELS AT THE ELEVATOR SHAFTS,
 HOWEVER, 8" THICK PANELS ARE INDICATED
 AT THIS LOCATION ON SHEETS S1-S4. PLEASE
 CLARIFY.
  
 12) THE SECTION LINES FOR SECTION 9/S10
 ON SHEET S5 APPEAR TO BE IN THE WRONG
 LOCATION OR ARE LABELED INCORRECTLY.
  
 13) THE COMPONENT AND CLADDING WINDLOAD
 PRESSURES ON SHEET S11 FOR THE FLAT ROOF
 ARE INCORRECT. SEE FBC TABLE 1609.6B
 (ROOF 0-10 DEGREES) AND TABLE 1609.6D
 FOR THE BUILDING HEIGHT ADJUSTMENT
 FACTOR.
  
 14) THE WINDOW AND DOOR WINDLOAD
 PRESSURES ON S11 ARE INCORRECT. SEE FBC
 TABLE 1609B (WALL) AND TABLE 1609.6D FOR
 THE HEIGHT ADJUSTMENT FACTOR.
  
 15) THE CISTERNS ON A001 ARE REQUIRED TO
 BE ANCHORED TO RESIST OVERTURNING PER
 FBC 1609.1.3.
  
 16) SHEET A003 INCORRECTLY LISTS FBC
 TABLE 500 FOR ALLOWABLE HEIGHT AND
 BUILDING AREA. THIS HAS BEEN CHANGED TO
 TABLE 503 IN THE 2004 FBC.
  
 17) ON SHEET A003 UNDER HURRICANE
 CRITERIA THE CORRECT EDITION OF ASCE 7
 IS ASCE 7-02.
  
 18) SPECIFY THE FIRE PROTECTION AND FIRE
 RATINGS FOR ALL STRUCTURAL MEMBERS
 (STEEL COLUMNS, BEAMS, BAR JOISTS, ETC.)
 SEE FBC 714.2.
  
 19) SPECIFY THE FIRE RATINGS FOR
 HORIZONTAL ASSEMBLIES PER FBC 711.1.
  
 20) SPECIFY THE FIRE RATINGS OF WALL
 ASSEMBLIES PER FBC 708.1.
  
 21) SPECIFY THE FIRE RATINGS OF OPENING PROTECTIVES PER
 FBC 715.1. THESE MAY BE
 REQUIRED FOR EXTERIOR WALLS BASED ON
 FIRE SEPARATION DISTANCE IN TABLE 704.8
 AND 704.12.
  
 22) PROVIDE DETAILS OF THE RAISED
 FLOORING. SPECIFY THE FIRE RATING OF THE
 RAISED FLOOR SYSTEM. INDICATE HOW THE
 REQUIRED FLOOR FIRE RATINGS WILL BE
 MAINTAINED IN EGRESS CORRIDORS, ETC.
  
 23) THE CORRIDORS ON THE FIRST FLOOR
 THAT CONNECT THE EGRESS STAIRS TO THE
 EXTERIOR EXIT DOORS SHOWN ON SHEETS A003
 AND A102 ARE CONSIDERED EXIT PASSAGEWAYS
 PER FBC 1020. FBC 1020.3 REQUIRES THE
 FIRE RATING TO BE NOT LESS THAN ANY
 CONNECTING EXIT ENCLOSURE (WALLS, FLOORS
 AND CEILING.).
  
 24) EXIT PASSAGEWAYS MUST COMPLY WITH
 FBC 1020.2 FOR WIDTH, WITH DOORS WHEN
 FULLY OPEN NOT REDUCING THE REQUIRED
 WIDTH BY 7" AND NOT REDUCING THE
 REQUIRED WIDTH BY MORE THAN ONE-HALF
 WHEN IN ANY POSITION.
  
 25) EXIT PASSAGEWAYS TO COMPLY WITH FBC
 1020.4 OPENINGS AND PENETRATIONS.
 EXIT PASSAGEWAY OPENING PROTECTIVES
 SHALL BE IN ACCORDANCE WITH THE
 REQUIREMENTS OF SECTION 715 .
 EXCEPT AS PERMITTED IN SECTION 402.4.6 ,
 OPENINGS IN EXIT PASSAGEWAYS OTHER THAN
 UNEXPOSED EXTERIOR OPENINGS SHALL BE
 LIMITED TO THOSE NECESSARY FOR EXIT
 ACCESS TO THE EXIT PASSAGEWAY FROM
 NORMALLY OCCUPIED SPACES AND FOR EGRESS
 FROM THE EXIT PASSAGEWAY. WHERE INTERIOR
 EXIT ENCLOSURES ARE EXTENDED TO THE
 EXTERIOR OF A BUILDING BY AN EXIT
 PASSAGEWAY, THE DOOR ASSEMBLY FROM THE
 EXIT ENCLOSURE TO THE EXIT PASSAGEWAY
 SHALL BE PROTECTED BY A FIRE DOOR
 CONFORMING TO THE REQUIREMENTS IN
 SECTION 715.3 . FIRE DOOR ASSEMBLIES IN
 EXIT PASSAGEWAYS SHALL COMPLY WITH
 SECTION 715.3.4 .
 ELEVATORS SHALL NOT OPEN INTO AN EXIT
 PASSAGEWAY.
  
 26) FBC 1023.6 ACCESS TO A PUBLIC WAY.
 THE EXIT DISCHARGE SHALL PROVIDE A
 DIRECT AND UNOBSTRUCTED ACCESS TO A
 PUBLIC WAY.
 EXCEPTION: WHERE ACCESS TO A PUBLIC WAY
 CANNOT BE PROVIDED, A SAFE DISPERSAL
 AREA SHALL BE PROVIDED WHERE ALL OF THE
 FOLLOWING ARE MET:
 1.THE AREA SHALL BE OF A SIZE TO
 ACCOMMODATE AT LEAST 5 SQUARE FEET (0.28
 M 2 ) FOR EACH PERSON.
 2.THE AREA SHALL BE LOCATED ON THE
 SAME PROPERTY AT LEAST 50 FEET (15 240
 MM) AWAY FROM THE BUILDING REQUIRING
 EGRESS.
 3.THE AREA SHALL BE PERMANENTLY
 MAINTAINED AND IDENTIFIED AS A SAFE
 DISPERSAL AREA.
 4.THE AREA SHALL BE PROVIDED WITH A
 SAFE AND UNOBSTRUCTED PATH OF TRAVEL
 FROM THE BUILDING.
 SHOW COMPLIANCE.
  
 27) SPECIFY THE INTERIOR WALL AND
 CEILING FINISH REQUIREMENTS PER FBC
 803.5.
  
 28)FBC 3002.4 ELEVATOR CAR TO
 ACCOMMODATE AMBULANCE STRETCHER.
 IN BUILDINGS FOUR STORIES IN HEIGHT OR
 MORE, AT LEAST ONE ELEVATOR SHALL BE
 PROVIDED FOR FIRE DEPARTMENT EMERGENCY
 ACCESS TO ALL FLOORS. SUCH ELEVATOR CAR
 SHALL BE OF SUCH A SIZE AND ARRANGEMENT
 TO ACCOMMODATE A 24-INCH BY 76-INCH (610
 MM BY 1930 MM) AMBULANCE STRETCHER IN
 THE HORIZONTAL, OPEN POSITION AND SHALL
 BE IDENTIFIED BY THE INTERNATIONAL
 SYMBOL FOR EMERGENCY MEDICAL SERVICES
 (STAR OF LIFE). THE SYMBOL SHALL NOT BE
 LESS THAN 3 INCHES (76 MM) HIGH AND
 SHALL BE PLACED INSIDE ON BOTH SIDES OF
 THE HOISTWAY DOOR FRAME.
  
 29) ELEVATORS SHALL COMPLY WITH
 ACCESSIBILITY REQUIRES OF FBC 3007 AND
 11-4.10.
  
 30) ALL REQUIRED EXITS ARE REQUIRED TO
 BE ACCESSIBILE. SEE FBC 1007.1 AND 11-4.1.3(8)&(9).
 SHOW COMPLIANCE.
  
 31) SUBMIT ENGINEERED SHOP DRAWINGS FOR
 THE ALUMINUM SUNSHADES.
  
 32)FBC 1009.11.1 HEIGHT.
 HANDRAIL HEIGHT, MEASURED ABOVE STAIR
 TREAD NOSINGS, OR FINISH SURFACE OF RAMP
 SLOPE SHALL BE UNIFORM, NOT LESS THAN 34
 INCHES (864 MM) AND NOT MORE THAN 38
 INCHES (965 MM). REVISE THE STAIR DETAIL
 ON A408 TO SHOW MEASUREMENTS FROM THE
 LEADING EDGE OF THE STAIR TREADS.
  
 33) SHOW THE CURB RAMPS REQUIRED BY FBC
 11-4.7 AT THE ACCESSIBLE PARKING SPACES
 ON THE ARCHITECTURAL DRAWINGS.
  
 34) SPECIFY THE NUMBER OF ACCESSIBLE
 PARKING SPACES AND THE TOTAL NUMBER OF
 SPACES PROVIDED FOR EMPLOYEES AND
 VISITORS. SEE FBC 11-4.1.2(5).
  
 35)PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SUBMIT
 PRODUCT APPROVALS FOR EXTERIOR WINDOWS,
 DOORS, ROOFING MATERIAL, ETC.
  
 36) FBC*109.3.6 REQUIRES ALL PRODUCT
 APPROVALS TO BE REVIEWED AND APPROVED BY
 THE DESIGNER OF RECORD.
  
 37) FBC 1609.1.4 REQUIRES EXTERIOR
 GLAZING TO BE PROTECTED IN WINDBOURNE
 DEBRIS REGIONS. SPECIFY HOW THIS WILL BE PROVIDED.
  
 38) THE VALUE OF THE PROJECT HAS BEEN
 INCREASED TO 70 PERCENT OF THE
 CALCULATED VALUE. ($9,289,897.00)
  
 39) TO EXPEDITE REVIEW OF A RESUBMITTAL
 WHICH REQUIRES NEW PLANS IN ORDER TO
 ADDRESS THE ABOVE COMMENTS, THE OLD
 SHEETS SHALL BE REMOVED AND THE NEW
 SHEETS INSERTED.ONE COPY OF EACH OLD
 SHEET SHOULD BE STAPLED/CLIPPED TO THE
 REMAINING OLD SHEETS, TO FORM A SET OF
 'OLD/VOID SHEETS', FOR COMPARISON OF
 REVISIONS WHEN REVIEWING THE RESUBMITTED
 PLANS.
  
 40) ALSO SEE HANDWRITTEN NOTES AND
 CORRECTIONS ON THE PLANS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714

Review Stop E ELECTRICAL
Rev No 18 Status F Date 2008-07-28 Cont ID  
Sent By dpalmer Date 2008-07-28 Time 09:09 Rev Time 0.00
Received By dpalmer Date 2008-07-28 Time 09:09 Sent To PC
Notes
2008-07-28 09:09:36 
 ** DENIEDREVIEW **
  
 1) NOTE: PLEASE BE SURE PLANS/REVISIONS ARE SIGNED WITH
 SIGNATURE AS ON FILE. FS 471.025
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]

Review Stop E ELECTRICAL
Rev No 17 Status P Date 2008-05-12 Cont ID  
Sent By btrobaug Date 2008-05-12 Time 09:12 Rev Time 0.00
Received By btrobaug Date 2008-05-12 Time 09:12 Sent To PC
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 16 Status P Date 2008-01-28 Cont ID  
Sent By dpalmer Date 2008-01-28 Time 16:03 Rev Time 0.00
Received By dpalmer Date 2008-01-28 Time 16:03 Sent To PC
Notes
2008-01-28 16:05:52FOUNTAIN AREA LIGHTS /FOUNTAIN REDLINED AS EASEMENT
 REQUIRED UNDER FOUNTAIN PERMIT

Review Stop E ELECTRICAL
Rev No 15 Status P Date 2008-01-15 Cont ID  
Sent By dpalmer Date 2008-01-15 Time 16:09 Rev Time 0.00
Received By dpalmer Date 2008-01-15 Time 16:09 Sent To PC
Notes
2008-01-15 16:09:26REVISED E0.1, 1.2
  
 ** REDLINED PLANS**
  
 1) NOTE: PLEASE KNOW THE LOCATIONS HIGHLIGHTED ON PLANS
 WHICH SHOW THE FOUNTAIN LIGHTING FIXTURES CROSSING THE
 PROPERTY LINES ARE NOT PERMITTED AT THIS TIME.
 OWNERSHIP AND/OR POSSIBLE EASEMENTS ARE CURRENTLY BEING
 ADDRESSED BY THE PROPERTY OWNER.
 MAY NOT BE LOCATED ON ADJACENT PROPERTY UNTIL LEGALLY
 PERMISSIBLE.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
 ROBERT BROWN 561-805-6652
 DEWEY PALMER 561-805-6717

Review Stop E ELECTRICAL
Rev No 14 Status P Date 2007-12-22 Cont ID  
Sent By dpalmer Date 2007-12-22 Time 14:43 Rev Time 0.00
Received By dpalmer Date 2007-12-22 Time 14:43 Sent To  
Notes
2007-12-22 14:44:09** NEED TO SUBMIT REVISED ENERGY CALCULATIONS BEFORE
 FINAL.
  
 ** REV #13 FOR SHEETS E0.1, 2.1, 2.2, 3.1 AND 3.2

Review Stop E ELECTRICAL
Rev No 13 Status P Date 2007-12-03 Cont ID  
Sent By dpalmer Date 2007-12-03 Time 09:40 Rev Time 0.00
Received By dpalmer Date 2007-12-03 Time 09:01 Sent To PC
Notes
2007-12-03 09:40:52REV #12

Review Stop E ELECTRICAL
Rev No 12 Status P Date 2007-12-03 Cont ID  
Sent By dpalmer Date 2007-12-03 Time 09:40 Rev Time 0.00
Received By dpalmer Date 2007-12-03 Time 09:01 Sent To PC
Notes
2007-12-03 09:40:34REV #11

Review Stop E ELECTRICAL
Rev No 11 Status F Date 2007-10-14 Cont ID  
Sent By dpalmer Date 2007-10-14 Time 12:57 Rev Time 0.00
Received By dpalmer Date 2007-10-14 Time 12:42 Sent To PC
Notes
2007-10-14 12:58:21** DENIED REVISIONS **
  
 1) NOTE: PLEASE SEE THE REVISIONS SUBMITTED 10/9/07
 HAVE ALREADY BEEN PREVIOUSLY SUBMITTED AND STAMPED.
 THESE SHEETS WITH THESE REVISIONS AND DATE ARE
 CURRENTLY ON FILE.
 SHEET E 4.1; REV #4 2/28/07 ALREADY ON FILE.
 SHEET E 5.1; REV # 7 7/23/07 ALREADY ON FILE.
 SHEET E 6.1; REV #7 7/23/07 ALREADY ON FILE.
  
 IF THERE ARE QUESTIONS, PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected].

Review Stop E ELECTRICAL
Rev No 10 Status P Date 2007-09-12 Cont ID  
Sent By dpalmer Date 2007-09-12 Time 19:53 Rev Time 0.00
Received By dpalmer Date 2007-09-12 Time 19:53 Sent To PC
Notes
2007-09-12 19:54:122007-09-12 19:54:12
  
 REV'S E0.1, 2.1 AND 2.2.
 REDLINED XX-XXX WHICH IS SHOWN FOR WHAT APPEARS TO BE
 CIRCUITING FOR THE TWO LIGHTING CONTACTORS.

Review Stop E ELECTRICAL
Rev No 9 Status P Date 2007-09-07 Cont ID  
Sent By dpalmer Date 2007-09-07 Time 12:03 Rev Time 0.00
Received By dpalmer Date 2007-09-07 Time 12:03 Sent To PC
Notes
2007-09-07 12:04:26REV FOR CIRCUITS FOR VAV FOR 2-4TH FLRS.

Review Stop E ELECTRICAL
Rev No 8 Status P Date 2007-07-31 Cont ID  
Sent By dpalmer Date 2007-07-31 Time 16:03 Rev Time 0.00
Received By dpalmer Date 2007-07-31 Time 15:41 Sent To PC
Notes
2007-07-31 16:04:20REV'S STAMPED,
 REDLINED THE MDP AS THIS IS STILL BEING SHOWN AS GFCI
 PROTECTED. THE RISER SHOWS GFP WHICH IS CORRECT.
 240.13, 230.95

Review Stop E ELECTRICAL
Rev No 7 Status F Date 2007-07-02 Cont ID  
Sent By dpalmer Date 2007-07-02 Time 08:17 Rev Time 0.00
Received By dpalmer Date 2007-07-02 Time 08:03 Sent To PC
Notes
2007-07-02 08:19:30** UNSAT ***
  
 1) NOTE: PLEASE SEE COMMENTS BELOW FOR CORRECTIONS
 NEEDED FOR ELECTRICAL REVISIONS REVIEW DATED 6/20/07
 THE SAME NOTE HAVE BEEN PASTED FOR REVIEW.
  
 IF THERE ARE ANY QUESTIONS, PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
  
  
  
  
  
  
 *** UNSAT ***
  
 ** REVISIONS TO ECOPLEX
  
 1) NOTE:PLEASE SEE THE PLANS NEED TO COORDINATE
 LAYOUTS FOR MAIN ELECTRICAL ROOM AND REVISED LOCATIONS.
 PLEASE SEE SHEETS 3.1 AND 4.1 AND PLEASE BE SURE TO
 REVISE ANY OTHER SHEETS IN SETS WHICH INDICATE THE SAME
 EQUIPMENT.
 FBC 106.1.2
  
 2) NOTE: PLEASE SUBMIT THE MANUFACTURES SPECS/CUT
 SHEETS FOR THE REVISED ATS.
 90.7,110.7.
 FBC 106.1.2
  
 3) NOTE: PLEASE CORRELATE THE RISER AND EQUIPMENT PANEL
 SCHEDULES. PLEASE SEE THE MDP INDICATES AN 800AMP
 BREAKER FEEDING A 600AMP RATED ATS AND ALSO THE GMDP
 WHICH IS ALSO ONLY RATED AT 600AMPS.
 PLEASE SEE THESE ITEMS WERE REVISED ON PLANS/RISER
 WHICH DID DECREASE FROM PREVIOUS PLANS HOWEVER PLEASE
 COORDINATE ALL EQUIPMENT AND SUBMIT REVISED SPECS ETC.
 FBC 106.1.2,
 NEC 240, 408, ETC
  
 4) NOTE: PLEASE SEE PREVIOUS PLANS WERE REDLINED AS THE
 MDP SCHEDULE AND RISER WAS SHOWING GFCI PROTECTION
 WHICH SHOULD BE INDICATED AS GFP. (GFCI ONLY FOR
 PERSONNEL PROTECTION)
 PLEASE SEE THE MDP IS NOTED AS BEING MAIN ONE OF ONE
 HOWEVER NO LABELING OF THE OPTIONAL STAND-BY MAIN AT
 GMDP.
 702.8, 230.2E
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]

Review Stop E ELECTRICAL
Rev No 6 Status F Date 2007-06-20 Cont ID  
Sent By dpalmer Date 2007-06-20 Time 19:57 Rev Time 0.00
Received By dpalmer Date 2007-06-20 Time 19:33 Sent To  
Notes
2007-06-20 19:58:19*** UNSAT ***
  
 ** REVISIONS TO ECOPLEX
  
 1) NOTE:PLEASE SEE THE PLANS NEED TO COORDINATE
 LAYOUTS FOR MAIN ELECTRICAL ROOM AND REVISED LOCATIONS.
 PLEASE SEE SHEETS 3.1 AND 4.1 AND PLEASE BE SURE TO
 REVISE ANY OTHER SHEETS IN SETS WHICH INDICATE THE SAME
 EQUIPMENT.
 FBC 106.1.2
  
 2) NOTE: PLEASE SUBMIT THE MANUFACTURES SPECS/CUT
 SHEETS FOR THE REVISED ATS.
 90.7,110.7.
 FBC 106.1.2
  
 3) NOTE: PLEASE CORRELATE THE RISER AND EQUIPMENT PANEL
 SCHEDULES. PLEASE SEE THE MDP INDICATES AN 800AMP
 BREAKER FEEDING A 600AMP RATED ATS AND ALSO THE GMDP
 WHICH IS ALSO ONLY RATED AT 600AMPS.
 PLEASE SEE THESE ITEMS WERE REVISED ON PLANS/RISER
 WHICH DID DECREASE FROM PREVIOUS PLANS HOWEVER PLEASE
 COORDINATE ALL EQUIPMENT AND SUBMIT REVISED SPECS ETC.
 FBC 106.1.2,
 NEC 240, 408, ETC
  
 4) NOTE: PLEASE SEE PREVIOUS PLANS WERE REDLINED AS THE
 MDP SCHEDULE AND RISER WAS SHOWING GFCI PROTECTION
 WHICH SHOULD BE INDICATED AS GFP. (GFCI ONLY FOR
 PERSONNEL PROTECTION)
 PLEASE SEE THE MDP IS NOTED AS BEING MAIN ONE OF ONE
 HOWEVER NO LABELING OF THE OPTIONAL STAND-BY MAIN AT
 GMDP.
 702.8, 230.2E
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]

Review Stop E ELECTRICAL
Rev No 5 Status P Date 2007-03-14 Cont ID  
Sent By dpalmer Date 2007-03-14 Time 12:21 Rev Time 0.00
Received By dpalmer Date 2007-03-14 Time 12:21 Sent To  
Notes
2007-03-14 12:22:29THREE COMPLETED SETS STAMPED FOR ELECTRICAL REVIEW OK.
 REDLINED, LIGHTING PROTECTION IS UNDER A SEPARATE
 PERMIT.

Review Stop E ELECTRICAL
Rev No 4 Status F Date 2007-02-27 Cont ID  
Sent By dpalmer Date 2007-02-27 Time 18:27 Rev Time 0.00
Received By dpalmer Date 2007-02-27 Time 15:52 Sent To  
Notes
2007-02-27 18:28:06*** UNSAT /TEMPORARY * F * STATUS ***
  
 1) NOTE: PLEASE SUBMIT THREE COMPLETE SETS FOR REVIEW
 AND STAMPING.
 PLEASE SEE MISSING SHEET E1.1 FROM ONE SET.
 PLEASE SEE SHEET E1.3 IS IN FACT THE OLD PREVIOUSLY
 REVIEWED SHEET IN EACH OF THE THREE SETS.ONE SHEET IN
 ONE OF THE SETS CONTAINS THE *REDLINED* ITEMS FROM
 MYSELF ON MY PREVIOUS REVIEW. IN THE MEETING HELD WITH
 KAMM CONSULTING THIS SHEET WAS REVISED WITH THE
 CORRECTED CIRCUITING AS NEEDED AS THE EQUIPMENT ON THIS
 SHEET IS BEING SHOWN BEING FED FROM THE GDP WHICH WAS
 IN THE GARAGE. PLEASE BE SURE THE NEW REVISED SHEETS
 WITH THE REVISED CIRCUITING COORDINATES WITH THE
 SUBMITTED PANEL SCHEDULES WHICH FEED THE EQUIPMENT AND
 PANEL CT.
  
 ** PLEASE CALL TO SET UP A TIME TO REMOVE OLD SHEETS,
 INSERT THE NEW REVISED SHEETS WHICH WERE ALREADY DONE
 AND TO INSERT THE MISSING SHEET FROM THE ONE SET.
  
  
 ** PLEASE SUBMIT THE ABOVE INFORMATION FOR REVIEW AND
 IF THERE ARE NAY QUESTIONS, PLEASE DO NOT HESITATE IN
 CONTACTING THIS OFFICE.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
  

Review Stop E ELECTRICAL
Rev No 3 Status F Date 2006-12-05 Cont ID  
Sent By dpalmer Date 2006-12-05 Time 09:26 Rev Time 0.00
Received By dpalmer Date 2006-12-03 Time 20:49 Sent To  
Notes
2006-12-05 09:26:04**** UNSAT ****
  
 ** PLEASE KNOW THIS IS THE FIRST REVIEW UNDER THE NEW
 DESIGN FOR THE ELECTRICAL AND DESIGN CHANGES OF
 BUILDING WHICH CONTAINS SIGNIFICANT CHANGES FROM THE
 PREVIOUS REVIEWED PLANS.
 PLEASE KNOW THE MEETING HELD BEFORE PLANS WERE
 SUBMITTED FOR THIS REVIEW DID NOT CONSTITUTE AS A
 TECHNICAL ELECTRICAL REVIEW OF SAID PLANS.
 PLEASE KNOW SOME ITEMS FROM MEETING ALONG WITH THIS
 FULL REVIEW ARE BEING NOTED BELOW.
  
  
 1) NOTE: PLEASE SUBMIT THE MANUFACTURE SPECS/CUT SHEETS
 WHICH CORRELATE WITH THE ELECTRICAL PLANS AND RISER FOR
 THE AUTOMATIC TRANSFER SWITCH.
 PLEASE SEE THE PLANS INDICATE AN ASCO/ONAN/CUMMINS TYPE
 SWITCH HOWEVER PLEASE SEE THE SPECS SUBMITTED ARE FROM
 A COMPLETELY DIFFERENT MANUFACTURE.
 PLEASE ALSO SEE THE PLANS INDICATE THAT FACT THAT THE
 ATS SHALL NOT CONTAIN ANY BREAKER WHICH IS OK AND IS
 NOT REQUIRED, HOWEVER BASED ON THE SPEC SUBMITTED THE
 PROPOSED ATS DOES CONTAIN A BREAKER.
 PLEASE CORRELATE AND PLEASE SEE COMMENTS BELOW AS THEY
 ARE ALSO IN RESPECT TO WHAT THE PLANS INDICATE FOR THE
 ATS.
 110.3, 90.7
 FBC 106.1.2 ADMIN SECTION.
  
 ** PLEASE KNOW THAT AS THE PLANS WERE FIRST
 OVER-VIEWED, A CALLED WAS PLACED TO KAMM CONSULTING TO
 HAVE THE MANUFACTURES SPECS/CUT SHEETS E-MAILED OR
 FAXED AS IT WAS THE HOPE THAT THIS MAY HAVE BEEN THE
 ONLY COMMENT. PLEASE KNOW AS OF THIS REVIEW AND BASED
 ON THE FOLLOWING COMMENTS SUBMITTING THE CORRECTED
 SPECS UNFORTUNATELY WILL NOT HELP IN THE PROCESSING OF
 THE PLANS.
  
 2) NOTE: PLEASE CORRELATE THE PLANS, RISER AND SPEC FOR
 THE ATS. PLEASE SEE THE PLANS INDICATE THE ATS AS 1200A
 ON 4.1 AND 800A ON 5.1.
 PLEASE ALSO VERIFY THE OVER CURRENT PROTECTION TO THIS
 ATS AS THE MAIN DISTRIBUTION PANEL (MDP) SHOWS A 1000A
 BREAKER FEEDING THIS ATS WHICH IS RATED AT 800A'S OR
 WILL IT BE HIGHER?
 PLEASE CORRELATE.
 90.7, FBC 106.1.2
  
 3) NOTE: PLEASE SEE PANEL "MDP" INDICATES A 1000A
 BREAKER FEEDING THE ATS AS NOTED ABOVE, HOWEVER THE
 "GMDP" IS ONLY RATED AT 800A'S.?
 PLEASE ALSO CORRELATE AS THE PLANS ON 4.1 INDICATE THE
 "GMDP" AS 1200A'S?
 PLEASE KNOW IF THIS BREAKER AND FEED TO THE GMDP IS
 ACTUALLY GOING TO BE SIZED AT 1000A'S AT 277/480V,
 PLEASE SEE 240.13, 230.95, 700.7D, 700.26 AND NFPA-110,
 6.2.15* ISOLATION OF NEUTRAL CONDUCTORS. PROVISIONS
 SHALL BE INCLUDED FOR ENSURING CONTINUITY, TRANSFER,
 AND ISOLATION OF THE PRIMARY AND THE EPS NEUTRAL
 CONDUCTORS WHEREVER THEY ARE SEPARATELY GROUNDED TO
 ACHIEVE GROUND-FAULT SENSING.
 THIS WAS TALKED ABOUT IN THE MEETING BEFORE PLANS WERE
 RESUBMITTED AND THE CONSENSUS AND UNDERSTANDING WAS
 THAT THE OVER CURRENT PROTECTION ON THE NORMAL LINE
 SIDE OF THE GMDP WHICH IS THE FEED FROM THE MDP WOULD
 BE CHANGED TO 800A?S WHICH WOULD IN TURN NOT REQUIRED
 THE ISOLATION OF THE NEUTRAL FOR A SEPARATELY DERIVED
 SYSTEM.
 PLEASE SEE 240.12, 110.10 AND NFPA-110 6.5.1 AS THE
 SELECTIVE COORDINATION SHALL STILL BE REQUIRED TO BE
 MET.
 PLEASE CORRELATE ALL OF THE ABOVE.
 PLEASE KNOW AS THE EQUIPMENT WHICH IS REMOTELY LOCATED
 IS NOT BEING FED FROM ONE PANEL AT THAT LOCATION AS THE
 OTHER EQUIPMENT SHOWN IS, SIGNAGE WILL BE REQUIRED FOR
 EACH DISCONNECTING MEANS AT EACH LOCATIONS DENOTING
 WHERE FEED TO EACH IS PROVIDED.
 FBC 106.1.2
  
 4) NOTE: PLEASE SEE THE FAULT CURRENT CALCULATIONS
 INDICATE SERVICE ENTRANCE CONDUCTORS FIGURED INTO THE
 CALCULATIONS WHICH ARE NOT THE SAME AS THE SEC'S WHICH
 ARE SHOWN ON THE FEEDER SCHEDULE.
 PLEASE SEE 110.9, 240.4 AND FBC 106.1.2 AND CORRELATE.
  
 5) NOTE: PLEASE SEE PLANS AT THE MAIN MECHANICAL ROOM
 AND THE MECHANICAL EQUIPMENT ON THE SITE ARE SHOWING
 ALL CIRCUITING AS "GDP"? THIS IS BEING ASSUMED THIS IS
 FROM THE OLD GARAGE DISTRIBUTION PANEL DESIGNATIONS?
 PLEASE SEE AS THE DESIGNATION ON THE GMDP IS NOTING
 THESE, THERE SHOULD BE NOT DIFFERENTIATION ON THE
 DESIGNATION ON WHICH PANEL THESE SHOULD BE FED FROM.
 PLEASE CORRELATE. PLEASE SEE SHEETS E1.3 AND E4.1.
  
 6) NOTE: PLEASE CORRELATE MDP ON PLANS WITH RISER AND
 PANEL SCHEDULE. PLEASE SEE PANEL SCHEDULE FOR THE MDP
 SWITCH GEAR INDICATES THIS AS 2000A'S WITH A 2000A MCB
 GF PROTECTED BREAKER, YET PLEASE SEE E4.1 WHICH
 INDICATE THIS AS A 3000A MAIN.
  
 7) NOTE: PLEASE SEE KEYNOTE #7 ON THE LOWER RIGHT HAND
 SIDE OF E5.1 WHICH INDICATES EACH OF ELEVATORS
 DISCONNECTS RATED AT 125A'S YET THE MDP AND THE GMDP
 INDICATE 200A OVER CURRENT PROTECTION FEEDING THESE.
 PLEASE CLARIFY THIS?
 PLEASE SEE THE OCP IS BASED ON THE OCP AT THE ELEVATOR
 DISCONNECT. PLEASE SEE THE CONNECTED LOAD BEING SHOWN
 AT 119A'S. PLEASE VERIFY THE OVER CURRENT PROTECTION AS
 THE 125A DISCONNECT DOES NOT SEEMED TO BE SIZED PER THE
 OCP FROM THE MDP AND GMDP. PLEASE SEE 620.61B1, 430,
 430.33, 430.52, 430.22E ETC.
 PLEASE KNOW AS THE HP RATING FOR EACH MOTOR IS NOT
 INDICATED AND THE TYPE OF MOTOR IS NOT KNOWN
 VERIFICATION OF THESE MOTORS CAN NOT BE DONE AT THIS
 TIME.
 PLEASE SEE E3.1 OR 4.1 DO NOT SHOW THE DISCONNECTING
 MEANS ON PLANS.
  
 8) NOTE: PLEASE SEE KEY NOTE #8 WHICH INDICATE THE
 DESIGNATION OF THE BREAKER AT THE GENERATOR AS G-2, YE
 THE RISER INDICATES A G1A1-1. IS THIS THE SAME? PLEASE
 SEE THIS OVER CURRENT PROTECTION IS BEING SHOWN AS
 600A'S WHICH IS OK; HOWEVER PLEASE SEE NOTES ABOVE WITH
 RESPECT TO THE CORRELATION OF THE EPSS (EMERGENCY POWER
 SUPPLY SYSTEM).
 PLEASE BE SURE THE MANUFACTURES SPECS/CUT SHEETS
 SUBMITTED INDICATE THE VOLTAGE, AND WHERE THE OVER
 CURRENT PROTECTION AT THE GENERATOR WILL BE. ( VOLTAGE
 IS SHOWN ON RISER NOTES)
 110.3, 90.7,
 FBC 106.1.2 ADMIN SECTION.
  
 9) NOTE: PLEASE VERIFY THE FEEDERS FROM MDP TO THE ATS
 AND FROM THE ATS TO THE GMDP. PLEASE SEE NOTES ABOVE
 WITH RESPECT TO THE OVER CURRENT PROTECTION AT THE MDP
 AND WHAT THE ACTUAL INSTALLATION WILL BE. PLEASE SEE
 THAT BASED ON THE WHETHER OR NOT THE SYSTEM IS 1200A'S,
 1000A'S, 800A'S OR 600'S, THIS WILL MOST LIKELY HAVE AN
 AFFECT ON THE FEEDERS, NUMBER OF FEEDERS AND THE SIZES
 AS SHOWN. PLEASE KNOW BASED ON THE VOLTAGE DROP FORM
 THE GENERATOR LOCATION THE FEEDERS BEING INCREASED ARE
 NOT IN QUESTION. (13-413.1.ABC.1.1)
 PLEASE CORRELATE WITH ALL OF THE ABOVE AND VERIFY THE
 SIZES AS SHOWN.
 240.4, 310.16 ETC.
 FBC 106.1.2 ADMIN SECTION.
  
  
 10) NOTE: PLEASE CLARIFY THE COORDINATION OF THE
 SPEC/CUT SHEETS SUBMITTED FOR THE GENERATOR FUEL TAN
 AND WEATHER PROOF ENCLOSURE. SPECS INDICATE AS THESE
 ARE BOTH PROVIDED AND LISTED BY ONAN, YET THE RISER
 NOTES MENTIONS A "PHOENIX" PRODUCTS FOR EACH OF THE
 TWO?
 PLEASE CLARIFY.
 110.3, AND PLEASE SEE COMMENTS PERHAPS FROM MECHANICAL
 REVIEWER.
 FBC 106.1.2
  
 11) NOTE: PLEASE PLACE AND INDICATE ALL FIXTURE
 DESIGNATIONS ON SITE PLANS AND CORRELATE WITH THE
 SUBMITTED FIXTURE LEGEND. PLEASE SEE THERE ARE SOME
 FIXTURES WHICH DO NOT CONTAIN ANY DESIGNATIONS AND
 COULD NOT LOCATED THEIR SYMBOL ON THE LEGEND?
 PLEASE ALSO CORRELATE ALL CIRCUITING SHOWN ON SITE OR
 EXTERIOR LIGHTING PLANS WITH THE LIGHTING CONTROL PANEL
 DESIGNATED AS "LC-2". PLEASE SEE THERE ARE SOME
 CIRCUITS ON PLANS WHICH ARE NOT SHOWN ON THE DETAIL ON
 E0.1. PLEASE SEE SITE PLANS ETC CONTAINS NOTES TO SEE
 THE DETAIL ON E0.1, YET THESE ARE NOT SHOWN.
  
 12) NOTE: PLEASE SEE FOUNTAIN PUMP ON SITE PLANS WHICH
 IS SHOWN BEING CONNECTED TO H1, 14, 16, 18, YET THE
 PANEL SCHEDULE H1 SHOWS THESE CIRCUITS AS SPARE/BLANK.
 PLEASE COMPLETE AND CORRELATE.
 240.4, 310.16, 408.4
  
 ** ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
  
  
  
2006-12-05 06:47:27REVIEW IN PROGRESS 06:45 12/5
2006-12-04 20:05:35NOTES TO FOLLOW, REVIEW STOPPED AT 8PM ON 12/4 TO
 CONTINUE ON 12/5
2006-12-03 20:49:35ONE SET IN ELECTRICAL FOR REVIEW.

Review Stop E ELECTRICAL
Rev No 2 Status F Date 2006-06-26 Cont ID  
Sent By dpalmer Date 2006-06-26 Time 20:59 Rev Time 0.00
Received By dpalmer Date 2006-06-25 Time 18:16 Sent To  
Notes
2006-06-26 00:00:00REVIEW COMMENCED
 ********** UNSAT 2ND REVIEW ***********
  
 ** PLEASE SEE SOME NOTES FROM PREVIOUS
 REVIEW STILL NEED TO BE ADDRESSED,
 HOWEVER MOST COMMENTS ARE NEW DUE TO
 MANY CHANGES IN DESIGN AND PLANS.
  
 ** PLEASE SEE THE FIRST SET OF COMMENTS
 BELOW ARE TAKEN DIRECTLY FROM PREVIOUS
 REVIEW WITH THIS REVIEW RESPONSE.
  
 ***********************************
  
 ** PLEASE KNOW, PLANS AND SUBMITTIALS
 ARE NOT COMPLETE AT THIS TIME.
  
  
 1)NOTE: OK.
  
 2)NOTE: OK, HOWEVER SEE NEW COMMENTS.
  
 3)NOTE: NO, PLEASE SEE TITLE BLOCKS
 SHALL CLEARLY INDICATE THE ADDRESS FOR
 THE PROJECT. PLEASE SEE THE ADDRESS HAS
 BEEN CONFIRMED TO 1641 WORTHINGTON RD.
  
 ** PREVIOUS REVIEW NOTE**
 PLEASE SEE ADDRESS REVIEW.
 PLEASE KNOW, IF PROPERTY CHANGE LEGALLY
 TO SEPARATE PROPERTIES/ PCN. ELECTRICAL
 DESIGN MAY BE AFFECTED. PLEASE ALSO
 KNOW, LEGAL EASEMENTS MAY BE REQUIED.
  
 4)NOTE: OK, HOWEVER SEE NEW COMMENTS AS
 A COMPLETE NEW RISER IS NOW SHOWN.
  
  
 5)NOTE: OK, SEE NEW COMMENTS.
  
 6)NOTE:NO, CALCULATIONS FOR LT POLES
 WERE NOT SUBMITTED. AS ONLY TWO POLES
 ARE BEING MOVED, AND IT IS BELEIVE THESE
 POLES WERE INSTALLED UNDER THE CURRENT
 140MPH.
  
 ** PREVIOUS REVIEW **
 PLEASE PROVIDE WIND LOAD
 CALCUALTIONS FOR BLDG REVIEW FOR ANY
 SITE LIGHTING POLES BEING RELOCATED OR
 NEW. ALL MUST MEET 2004 FBC 140 MPH
  
 7)NOTE: OK.
  
 8)NOTE: OK.
  
 9)NOTE:NO, THIS IS UNCLEAR AS A NOTE
 IS PROVIDED ON PANEL SCHEDULES SHOWING
 AN "*" , HOWEVER THIS "*" COULD NOT BE
 LOCATED NEXT TO ANY OF THE BRANCH
 CIRCUITS, FEEDERS OR MAIN BUILDING
 SERVICE LOAD CALCULATIONS.
  
 ** PREVIOUS REVIEW NOTE **
 PLEASE SHOW ALL CONTINUOUS LOADS
 AT 125% 215.3,230.42 ETC
  
 10)NOTE: OK. ALSO UNDER A SEPARATE
 PERMIT
  
 11)NOTE: OK.
  
 12)NOTE: OK, HOWEVER PLEASE SEE NEW
 NOTES.
  
 14)NOTE: OK,SEE ALSO ADDED MCB'S ON ALL
 FEED THRU PANELS. THIS IS ONLY NOTED AND
 NO CODE CORRECTION EXISTS.
  
 **PREVIOUS REVIEW NOTE**
 PLEASE INDICATE ALL PANELS WITH
 FEED-THRU LUGS FROM THE SECONDARY SIDE
 OF L1A, L2A, L3A ETC
 215.5
  
 15)NOTE:OK, SEE NOTE #9.
  
 16)NOTE: OK, HOWEVER PLEASE CLARIFY VD
 FOR FEEDER FROM GEN TO GDP.
  
 ** PREVIOUS REVIEW NOTE **
 PLEASE SEE FBC 2004 CHAPTER 13,
 13-413.1ABC.1.1, .2 FOR VOLTAGE DROP
 INFORMATION NEEDED.
  
 17)NOTE: YES/NO, PLEASE SEE REDLINED
 PLANS FOR JANS CLOSET FLRS 2-4.
  
 ** PREVIOUS REVIEW NOTE**
 PLEASE SEE LIGHTING
 REQUIREMENTS UNDER 13-415 FOR AREAS OF
 CONTROL AND TANDEM WIRING.
 PLEASE SPECIFY THIS INFORMATION ON
 PLANS.
  
 18)NOTE:OK.
  
 19)NOTE: OK.
  
  
 *** NEW NOTES ***
  
 20) NOTE: PLEASE SEE EACH FLR COMMON
 AREAS/ HALLWAYS ARE NOW BEING CONTROLLED
 BY A LIGHTING CONTACTOR FOR ALL EM AND
 NORMAL LTS. PLEASE SEE AS THESE ARE
 BEING FED DIRECTLY FROM THE CONTACTOR??
 PLEASE SEE FBC 13-415.1.ABC.1.1, WHICH
 LIMITS EACH FLR FOR CONTROL.
 PLEASE ALSO VERIFY THAT THESE CORRIDORS
 LTS ARE BEING CONTROLLED FOR ALL LTS.
 IF THE EM FIXTURES ARE GOING TO BE FED
 FROM THE NORMAL/NON-SWITCHED SIDE OF THE
 SAME CIRCUIT, PLEASE SHOW THIS WAY.
 215.5
  
 21) NOTE: PLEASE CLARIFY STAIR TOWERS AS
 ALL LTS ARE BEING SHOWN WITH AN OCC
 SENSOR, WHICH INDICATES THAT LIGHTING
 WILL NOT BE ON AT ALL. PLEASE CLARIFY IF
 ONE OCC SEN WILL ALSO ACTIVATTE ALL
 OTHER LT FIXTURES IN STAIR TOWERS.
 PLEASE KNOW, AS THE FAILURE OF ONE OCC
 SEN COULD POSSIBLY LEAVE A STAIR LEVEL
 IN TOTAL DARKNESS UNTIL OCCUPANT
 TRAVERSES TO THE NEXT LOWER LEVEL.
 THIS SEEMS TO PROMOTE A LIFE SAFETY
 ISSUE. PLEASE KNOW, THIS IS SOMETHING
 WHICH SHALL BE GONE OVER WITH FIRE
 MARSHAL AND BUILDING OFFICAL.
 PLEASE SEE EXCEPTIONS TO 13-415 WHICH
 STATES "LIGHTING THAT IS SPECIFICALLY
 DESIGNATED AS REQUIRED BY HEALTH OR LIFE
 SAFETY STATUE,ORDINANCE, OR REGULATION.
 ** PLEASE CONTACT THIS OFFICE TO GO OVER
 POSSIBLE SCENERIOS, AS THIS OFFICE HAS
 SEEN BUILDINGS WITH STAIR TOWERS WHICH
 ARE ONLY "ON" WHEN ACTIVATED BY
 INGRESS/EGRESS BY AN OCCUPANT.
  
 22) NOTE: PLEASE PROVIDE PHOTO-METRICS
 FOR STAIRS AND EGRESS PATHS. PLEASE SEE
 THESE WERE SUBMITTED FOR A "TYPICAL" FOR
 STAIRS, HOWVER IS THIS UDNER NORMAL OR
 EM??
 NFPA-101 7.8.1.3,7.9.2.2
 ** PLEASE ALSO SEE THIS TYPICAL DETAIL
 INDICATES A FIXTURE TYPE "F1" WHICH DOES
 NOT CORRELATE WITH PLANS.
  
 23) NOTE: PLEASE SEE AREA OUTSIDE FIRST
 FLR ELEVATOR LOBBY AS IT APPEARS SOME
 LTS ARE MISSING ? "J-BOX"?
 PLEASE ALSO CLARIFY THE FIXTURE "C" AND
 "C1" AS BOTH ARE SHOWN ON PLANS WITH THE
 SAME SYMBOL.?
 106.1.2
  
 24) NOTE: PLEASE SEE FIXTURE "B" IS
 SHOWN AS BEING WALL AND CEILING MOUNTED
 ON PLANS, HOWEVER THIS FIXTURE IS NOTED
 ON SCHEDULE AS BEING CEILING
 MOUNTED/HUNG ONLY??
 106.1.2
  
 25) NOTE: PLEASE PROVIDE OCP FOR BRKR AT
 GEN FOR FEED TO THE GMDP.
 215.5
  
 26) NOTE: PLEASE SEE RISER NOW SHOWS A
 GMDP AND ATS-1 HOWEVER THESE ARE NOT
 LOCATED ON PLANS. PLEASE SEE THESE SEEM
 TO BE MISSING FROM THE MAIN ELECTRICAL
 RM WHERE THEY ARE REQUIRED.
 225.34, 230.72
  
 27) NOTE:PLEASE SEE "GMDP" SHALL
 INDICATE A SIGN AS EM MAIN.
 PLEASE SEE 702.7 FOR SIGNALS REQUIRED.
 702.8,701.8,701.9, 230.2E
  
 28) NOTE: PLEASE PROVIDE A GROUNDING
 ELECTRODE RISER FOR ALL TRANSFORMERS AND
 ATTACHMENT AT MAIN GROUNDIGN ELECTRODE
 SYSTEM.
 250.50,250.30, 250.58
  
 29) NOTE: PLEASE SEE RISER DIAGRAM AS A
 "GMDP-2" IS LOCATED IN AN AREA NOT
 DESIGNATED TO ANYTHING? PLEASE SEE
 REDLINED PLANS.
 215.5,
  
 30) NOTE: NOTE REMOVED.
  
 ** PLEASE SEE THE FOLLOWING NOTE IS NOT
 FOR KAMM CONSULTING ENG'S.
  
 31) NOTE: PLEASE SEE MISSING REQUIRED
 INFORMATION IN TITLE BLOCK FOR LANDSCAPE
 ARCHITECT AND FIRM.
 PLEASE SEE 61G1-16.004, FS 481.219
 MISSING CERTIFICATE OF AUTHORIZATION #.
  
  
 ** IMPORTANT**
  
 ** PLEASE SEE ANY POSSIBLE COMMENTS FROM
 OTHER REVIEWER(S) WHICH MAY AFFECT
 ELECTRICAL PLANS.
  
 ** PLEASE REMOVE ALL OLD/VOIDED SHEETS
 AND ON.Y INSERT NEW REVISED SHEETS INTO
 COMPLETED SETS FOR REVIEW AND STAMPING.
 ONLY SUBMIT ONE COPY OF OLD/VOIDED
 SHEETS FOR REFERENCE.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE IN CONTACTING
 THIS OFFICE.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 DPALMER2WPB.ORG
  
  
2006-06-25 00:00:00PLANS IN ELEC FOR REVIEW.

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-02-10 Cont ID  
Sent By dpalmer Date 2006-02-10 Time 23:46 Rev Time 0.00
Received By dpalmer Date 2006-02-10 Time 22:34 Sent To  
Notes
2006-02-10 00:00:00IN ELEC FOR REVIEW.
 ********** UNSAT **********
  
 ** PLEASE KNOW, PLANS AND SUBMITTIALS
 ARE NOT COMPLETE AT THIS TIME.
  
  
 1)NOTE: PLEASE SEE ALL CURRENT CODES
 SHALL BE REFERENCED TO THE CURRENT CODES
 IN EFFECT. PLEASE SEE PLANS CALL FOR
 2001 FLORIDA BUILDING CODE. PLEASE KNOW,
 AS OF OCT 1ST, 2005 THE NEW FBC IS THE
 2004 EDITION. PLEASE SEE THE FOLLOWING
 SHALL BE REFERENCED. 2003 NFPA-101, 2002
 NFPA-70, AND 2002 NFPA-72
  
 2)NOTE: PLANS WILL REQUIRED BATTERY BACK
 UP LT FIXTURES IN MAIN ELECTRICAL RM,
 ELEVATOR RMS.
 PLEASE ALSO KNOW BATTERY BACK UP
 FIXTURES WILL BE REQUIRED IN STAIRWAY
 AND EGRESS PATHS TO PROVIDE A MIN OF 1FT
 CANDLE OF LIGHT BY SOME SORT OF BATTEY
 BACK UP FIXTURE. PLEASE SEE NFPA-101
 7.9.2.2, TRIPPING OR SHUTTING OFF ANY
 SINGLE DEVICE OR MEANS OF OVERCURRENT
 PROTECTION SHALL NOT LEAVE ANY ONE
 EGRESS PATH IN TOTAL DARKNESS.
 PLEASE PROVIDE PHOTOMETRICS FOR
 STAIRWAYS, AS THE 2003 LS 101 7.8.1.3
 REQUIRES A MIN OF 10FT CANDLES(108LUX)
 IN STAIRWAYS UNDER NORMAL LIGHTING
 CONDITIONS AND 7.9.2.2 PERMITS THE
 DERATING TO A MIN OF 1FT CANDLE UNDER
 EMERGENCY CONDITIONS.
 700.16.,700.12E ETC
  
 3)NOTE: PLEASE SEE ADDRESS REVIEW.
 PLEASE KNOW, IF PROPERTY CHANGE LEGALLY
 TO SEPARATE PROPERTIES/ PCN. ELECTRICAL
 DESIGN MAY BE AFFECTED. PLEASE ALSO
 KNOW, LEGAL EASEMENTS MAY BE REQUIED.
  
 4)NOTE: PLEASE SEE REQUIREMENTS OF
 225.31-225.39 FOR FEEDERS COMING FROM
 GARAGE BLDG.
 PLEASE SEE MEAANS OF DISCONNECT FOR ALL
 FEEDERS FROM GARAGE IS REQUIRED, ALL
 MUST BE GROUPED AND RATED FOR THE LOAD
 SERVED , IN CLUDING ALL AS NOTED IN
 ABOVE CODES.
 PLEASE SEE ELECTRICAL RISER WILL BE
 AFFECTED WITH CHANGES AND A MORE
 COMPLETE REVIEW FOR CODE COMPLIANCE CAN
 BE DONE THAT TIME.
  
 5)NOTE: PLEASE SEE 250.32 FOR GROUNDING
 ELECTRODE SYSTEMS AT SEPARATE BLDGS.
 PLEASE ALSO PROVIDE A ONE-LINE DIAGRAM
 OF THE ENTIRE GROUNDING ELECTRODE
 CONDUCTOR AND GROUNDING ELECTRODE SYSTEM
 PER 250.58,250.30
  
 6)NOTE: PLEASE PROVIDE WIND LOAD
 CALCUALTIONS FOR BLDG REVIEW FOR ANY
 SITE LIGHTING POLES BEING RELOCATED OR
 NEW. ALL MUST MEET 2004 FBC 140 MPH
  
 7)NOTE: PLEASE SEE E-1.2 WHICH SHOWS A
 PANEL HP AND DISCONNECT, HOWEVER THESE
 ARE NOT LOCATED ON RISER FOR REVIEW?
 PLEASE ALSO SEE A NOTE #2 IS SHOWN ON
 PLANS, HOWEVER A NOTE #2 IS NOT ON SHEET
 FOR EXPLANATION OF NOTE??
 215.5
  
 8)NOTE: PLEASE SEE 620.23,620.24 FOR
 REQUIRED DEDICATED CIRCUITS IN ALL
 ELEVATOR EQUIPMENT RMS. PLEASE ALSO SEE
 ELEVATOR PITS, LTS, GFI ARE ALSO
 REQUIRED TO BE DEDICATED.
  
 9)NOTE: PLEASE SHOW ALL CONTINUOUS LOADS
 AT 125% 215.3,230.42 ETC
  
 10)NOTE: PLEASE PLACE NOTE ON "LIGHTNING
 PROTECTION PLANS". ANY PROPOSED
 LIGHTNING PROTECTION SYSTEM SHALL MEET
 NFPA-780. OR WORDS TO THAT AFFECT.
 IT WAS NOTED THE LIGHTNING PROTECTION
 WILL BE UNDER A SEPARATE PERMIT.
  
 11)NOTE: PLEASE SEE ALL PANELS ON THE
 LOAD SIDE OF TRANSFORMERS SHALL CONTAIN
 MCB'S AS REQUIRED PER 408.16
  
 12)NOTE: PLEASE SEE RISER AS SHOWN UNDER
 THIS PERMIT SHALL BE COMPLETE WITH ALL
 FEEDERS, CONDUITS ETC.
 215.5
  
 14)NOTE: PLEASE INDICATE ALL PANELS WITH
 FEED-THRU LUGS FROMTHE SECONDARY SIDE OF
  
 L1A, L2A, L3A ETC
 215.5
  
 15)NOTE: PLEASE COMPLETE AND SUBMIT MIN
 LOAD CALCUALTIONS AS REQUIRED PER
 NEC.220
  
 16)NOTE: PLEASE SEE FBC 2004 CHAPTER 13,
 13-413.1ABC.1.1, .2 FOR VOLTAGE DROP
 INFORMATION NEEDED.
  
 17)NOTE: PLEASE SEE LIGHTING
 REQUIREMENTS UNDER 13-415 FOR AREAS OF
 CONTROL AND TANDEM WIRING.
 PLEASE SPECIFY THIS INFORMATION ON
 PLANS.
  
 18)NOTE: PLEASE SEE MANY OF THE
 ENGINEER'S SEALS ARE NOT
 "RAISED/EMBOSSED" ENOUGH TO CLEARLY SHOW
 ALL INFORMATION AS REQUIRED UNDER FS
 471.025
 PLEASE KNOW, ALL SEALS MUST CONTAIN THE
 WORD "LICENSE" INSTEAD OF THE OLD
 "CERTIFICATE", IF SEAL IS NEWER AND
 MENTIONS "LICENSE PLEASE DISREGARD.
 PLEASE SEE THE FBPE'S HAD EXTENDED THE
 DATE TO JAN 1ST,2006 FOR ALL SEALS TO BE
 CHANGED.
  
 19)NOTE: PLEASE SEE LANDSCAPE PLANS ARE
 SEALED "PHOTO-COPIES" OF ARCHITECT'S
 SIGNATURE. PLEASE SEE FS 481.221 WHICH
 REQUIRES THE SIGNATURE TO BE AN ORIGINAL
 SIGNATURE.
  
 ** PLEASE KNOW, REVIEW FOR MAIN BLDG HAS
 NOT COMMENCED AT THIS TIME.
  
 ** PLEASE SEE ANY POSSIBLE COMMENTS FROM
 OTHER REVIEWER(S) WHICH MAY AFFECT
 ELECTRICAL PLANS.
  
 ** PLEASE REMOVE ALL OLD/VOIDED SHEETS
 AND ON.Y INSERT NEW REVISED SHEETS INTO
 COMPLETED SETS FOR REVIEW AND STAMPING.
 ONLY SUBMIT ONE COPY OF OLD/VOIDED
 SHEETS FOR REFERENCE.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE IN CONTACTING
 THIS OFFICE.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 DPALMER2WPB.ORG
  
  

Review Stop ENG ENGINEERING CSD
Rev No 5 Status N Date 2008-04-10 Cont ID  
Sent By rchokshi Date 2008-04-10 Time 11:18 Rev Time 0.00
Received By rchokshi Date 2008-04-10 Time 11:18 Sent To  
Notes
***NONE***

Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2007-01-18 Cont ID  
Sent By rchokshi Date 2007-01-18 Time 08:51 Rev Time 0.00
Received By rchokshi Date 2007-01-18 Time 08:50 Sent To  
Notes
2007-01-18 08:51:29NO MAJOR ENG CHANGES IN REVISED PLANS

Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2006-09-12 Cont ID  
Sent By rchokshi Date 2006-09-12 Time 10:58 Rev Time 0.00
Received By rchokshi Date 2006-09-12 Time 10:58 Sent To  
Notes
***NONE***

Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2006-08-01 Cont ID  
Sent By rchokshi Date 2006-08-01 Time 15:47 Rev Time 0.00
Received By rchokshi Date 2006-08-01 Time 15:27 Sent To  
Notes
2006-08-01 00:00:00NEED THE FOLLOWINGS;
  
 1. PLEASE PROVIDE CALCULATION FOR SIZING
 OF EXFILTRATION TRENCHES, RUNOFF
 CAL.,GEOTECHNICAL REPORT ETC.PLEASE
 SHOW DETAILS OF CONTROL STRUCTURES FOR
 STORM WATER DRAINAGE.
 2. PLEASE PROVIDE DETAILS OF CITY OF WPB
 STANDARDS FOR SIDEWALKS, DRIVEWAYS,
 APPROACHES,PARKINGS, ADA, DUMPSTER
 ENCLOSURES,STREET LIGHTING, ETC.
  
 3. NEEDS UTILITY REVIEW FROM MANNY
 G.(45TH STREET, ENG. SERVICES)
  
 RASIK CHOKSHI 805-6723

Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2006-02-17 Cont ID  
Sent By mamini Date 2006-02-17 Time 11:03 Rev Time 1.00
Received By mamini Date 2006-02-17 Time 11:03 Sent To  
Notes
2006-02-17 00:00:00FAILED:
  
 1. PLEASE PROVIDE A COPY OF MDIFIED
 SFWMD.
 2. SHEET 2 OF 4, SEWER CONNECTION FOR
 THE PROPOSED BUILDING IS NOT CLEAR.
 3. POLLUTION PREVENTION PLANS MUST BE
 ADDED TO CIVIL PLANS, PLEASE REVISE.
 4. PLEASE SUBMIT CALCULATION FOR
 PERVIOUS, IMPERVIOUS AND BUILDING AREA
 FOR THIS IMPROVEMENT.
 5. SHEET 2 OF 4, CISTERN TANKS, ARE THEY
 CONNECTED TO ANY SYS., AND THE INTEND?
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI

Review Stop FIRE FIRE DEPARTMENT
Rev No 8 Status N Date 2008-07-22 Cont ID  
Sent By mawillia Date 2008-07-22 Time 13:16 Rev Time 0.00
Received By mawillia Date 2008-07-22 Time 12:24 Sent To B1
Notes
2008-07-22 13:19:12*****NO FIRE-STAMPING NEEDED*****
  
  
 THE REVISED SPRINKLER LAYOUT WAS STAMPED, INITIALED,
 AND DATED UNDER FIRE SPRINKLER PERMIT # 07080712.

Review Stop FIRE FIRE DEPARTMENT
Rev No 7 Status P Date 2008-01-31 Cont ID  
Sent By mawillia Date 2008-01-31 Time 16:46 Rev Time 0.00
Received By mawillia Date 2008-01-31 Time 16:25 Sent To  
Notes
2008-01-31 16:35:59*****REVISION #7, APPROVED*****
  
  
 OF THE SUBMITTED REVISED ARCHITECTURAL SHEETS REVIEWED,
 ONLY PLAN SHEETA-3.1.1 STAMPED, INITIALED, AND DATED.

Review Stop FIRE FIRE DEPARTMENT
Rev No 6 Status P Date 2008-01-07 Cont ID  
Sent By mwennerg Date 2008-01-07 Time 13:50 Rev Time 0.00
Received By mwennerg Date 2008-01-07 Time 13:50 Sent To  
Notes
2008-01-07 13:52:06REVISION DATED 11/20/07

Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status N Date 2007-07-11 Cont ID  
Sent By mawillia Date 2007-07-11 Time 11:55 Rev Time 0.00
Received By mawillia Date 2007-07-11 Time 11:44 Sent To B
Notes
2007-07-11 11:46:06*****APPROVED*****
  
  
 REVISIONS HAVE NO BEARING UPON FIRE/LIFE SAFETY.

Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2007-03-14 Cont ID  
Sent By mawillia Date 2007-03-14 Time 15:03 Rev Time 0.00
Received By mawillia Date 2007-03-14 Time 13:51 Sent To  
Notes
2007-03-14 14:04:03*****APPROVED*****
  
  
 PLAN SHEETS A-2.0.1, A-2.0.2, A-3.1.1, FS2.1, FS2.2,
 FA2.1, AND FA2.2 WERE STAMPED, INITIALED, AND DATED.

Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2007-01-16 Cont ID  
Sent By mawillia Date 2007-01-16 Time 14:56 Rev Time 0.00
Received By mawillia Date 2007-01-16 Time 14:56 Sent To  
Notes
2007-01-16 14:57:56*****APPROVED*****
  
  
 TO BE STAMPED DATED WHEN ALL OTHER PLAN REVIEWS HAVE
 BEEN SATISFIED

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2006-07-12 Cont ID  
Sent By mcarsill Date 2006-07-12 Time 11:06 Rev Time 0.00
Received By mcarsill Date 2006-07-12 Time 11:06 Sent To  
Notes
2006-07-12 00:00:001. WET FIRE HYDRANTS ARE REQUIRED PRIOR
 TO, DURING, AND AFTER CONSTRUCTION.
  
 2. A KNOX-BOX WILL BE REQUIRED.
  
 3. SUITABLE ROADS SHALL BE PROVIDED
 DURING CONSTRUCTION FOR FIRE AND
 PARAMEDICAL ACCESS.
  
 4. ALL HANDRAILS AND GUARDRAILS SHALL
 COMPLY WITH ALL PRESCRIPTIVE STRENGTH
 REQUIREMENTS OF THE FLORIDA FIRE
 PREVENTION CODE AND THE FLORIDA BUILDING
 CODE.
  
 5. ELEVATOR WARNING SIGNS ARE REQUIRED.
 "IN THE EVENT OF FIRE, DO NOT USE
 ELEVATORS".
  
 6. TACTILE SIGNAGE REQUIRED AT EXIT
 DOORS.
  
 7. ALL TENANT SPACES SHALL BE FIRE
 SPRINKLER PROTECTED WHEN REQUESTING A
 FINAL C OF O EVEN IF THE TENANT
 IMPROVEMENTS IN THESE AREAS HAVE NOT
 STARTED YET.
  
 8. FUTURE TENANT SPACES WILL BE REQUIRED
 WHEN FITTED UP TO BE EQUIPPED WITH FIRE
 ALARM NOTIFICATION APPLIANCES.
  
 9. NOTE 19 ON PAGE FOA.01 IS INCORRECT.
 DUCT SMOKE DETECTORS SHALL CAUSE AN
 ALARM NOT A SUPERVISORY SIGNAL.
  
 10. TAMPER SWITCHES, CHAINS AND LOCK
 WILL BE REQUIRED ON THE FIRE LINE
 BACKFLOW DEVICE.
  
 11. ALL FIRE DAMPERS SHALL BE TESTED
 AFTER INSTALLATION TO ENSURE PROPER
 OPERATION.
  
 12. BUILDING ADDRESS REQUIRED ON PROPER
 ELEVATION. THE ADDRESS SHALL BE A
 MINIMUM OF AT LEAST 6" HIGH AND 1" IN
 WIDTH.
  
 13. ALL RATED DOORS MUST BE EQUIPPED
 WITH SELF-CLOSING DEVICES WHICH CAUSE
 THE DOORS TO POSITIVELY LATCH WHEN
 CLOSED.
  
 APPROVED PROVISO:
  
 MIKE CARSILLO, CHIEF FIRE PREVENTION
 OFFICER
 804-4709

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2006-02-09 Cont ID  
Sent By nmccray Date 2006-02-09 Time 16:05 Rev Time 0.00
Received By nmccray Date 2006-02-09 Time 13:57 Sent To  
Notes
2006-02-09 00:00:00DENIED:
  
 1) SHALL COMPLY NFPA 101 LIFE SAFETY
 CODE 2003 EDITION AND NFPA 1 UNIFORM
 FIRE CODE 2003 EDITION.
  
 2) FIRE ALARM SYSTEM SHALL BE UL
 CERTIFICATED FOR CENTRAL STATION
 SERVICE.
  
 3) SINCE TENANT SPACE IS FUTURE THE FIRE
 ALARM DEVICES FOR THOSE TENANT SPACE
 MUST BE COMPARIBLE TO THE ORIGINAL FIRE
 ALARM SYSTEM AND UL CERTIFY.
  
 4) SEPARATE SHOP DRAWING AND PERMIT
 APPLICATION ARE REQUIRED FOR THE FIRE
 ALARM SYSTEM.
  
 5) SEPARATE SHOP DRAWING AND PERMIT
 APPLICATION ARE REQUIRED FOR THE FIRE
 SPRINKLER SYSTEM.
  
 6) PLEASE SEE NFPA 101 2003 EDITION
 CHAPTER 7.7.2 DISCHARGE THROUGH AREAS ON
 LEVEL EXIT DISCHARGE. NOT MORE THAN 50%
 OF THE REQUIRED NUMBER OF EXITS, AND NOT
 MORE THAN 50% OF THE REQUIRED EGRESS
 CAPACITY, SHALL BE PERMITTED TO
 DISCHARGE THROUGH AREAS ON THE LEVEL OF
 EXIT DISCHARGE, UNLESS OTHERWISE
 PERMITTED IN 7.7.2.1 AND 7.7.2.2,
 PROVIDED THAT THE CRITERIA OF 7.7.2.3
 THROUGH 7.7.2.7 ARE MET.
  
 7) INTERIOR WALL AND CEILING FINISH
 MATERIAL COMPLYING WITH SECTION 10.2
 SHALL BE CLASS A OR CLASS B IN EXITS,
 EXIT ACCESS CORRIDORS, AND CLASS A,
 CLASS B, OR CLASS C IN ALL OTHER AREAS.
  
 8) PORTABLE FIRE EXTINGUISHERS SHALL BE
 PROVIDED IN EVERY BUSINESS OCCUPANCY IN
 ACCORDANCE WITH 9.7.4.1.
  
  
 NATE MCCRAY, ASSISTANT FIRE MARSHAL
 561-804-4754

Review Stop I INCOMING/PROCESSING
Rev No 45 Status N Date 2008-08-06 Cont ID  
Sent By adarroug Date 2008-08-06 Time 10:11 Rev Time 0.00
Received By adarroug Date 2008-08-06 Time 10:11 Sent To Z
Notes
2008-08-06 10:12:50TO "Z" BOX/REV

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Rev No 44 Status N Date 2008-07-03 Cont ID  
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Received By adarroug Date 2008-07-03 Time 17:34 Sent To FIRE
Notes
2008-07-03 17:35:16TO "F" BOX/SUBMITTAL

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Rev No 43 Status N Date 2008-07-03 Cont ID  
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Notes
2008-07-03 17:32:23TO "DPALMER" DESK/REV

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Rev No 42 Status N Date 2008-06-10 Cont ID  
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Notes
2008-06-10 09:33:52TO "M" BOX/REV

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Rev No 41 Status N Date 2008-06-05 Cont ID  
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Notes
2008-06-05 11:37:09TO "M" BOX/REV

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Rev No 40 Status N Date 2008-05-22 Cont ID  
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Notes
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Rev No 39 Status N Date 2008-05-08 Cont ID  
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Notes
2008-05-08 14:59:37TO "Z" BOX/REV

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Rev No 38 Status N Date 2008-05-07 Cont ID  
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Notes
2008-05-07 16:41:48TO "M"BOX/REV

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Rev No 37 Status N Date 2008-04-23 Cont ID  
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2008-04-23 16:23:40TO "M" BOX/REV

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Rev No 36 Status N Date 2008-04-03 Cont ID  
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2008-04-03 09:00:43TO "M" BOX/REV

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Rev No 35 Status N Date 2008-03-27 Cont ID  
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Notes
2008-03-27 13:39:01TO "Z" BOX/REV

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Rev No 34 Status N Date 2008-03-25 Cont ID  
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2008-03-25 09:56:15TO "P" BOX/REV

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Rev No 33 Status N Date 2008-02-26 Cont ID  
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Notes
2008-02-26 10:55:55TO "RMCDOUGAL" DESK/SUBMITTAL

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Rev No 32 Status N Date 2008-02-19 Cont ID  
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Rev No 31 Status N Date 2008-01-25 Cont ID  
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Notes
2008-01-25 11:31:09TO "DPALMER" DESK/REV

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Rev No 30 Status N Date 2008-01-10 Cont ID  
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Notes
2008-01-10 16:53:17SENT TO ROB MCDOUGAL'S DESK MMILLER

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Rev No 29 Status N Date 2008-01-10 Cont ID  
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Notes
2008-01-10 16:51:08SENT TOROB MCDOUGAL'S DESK MMILLER

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Rev No 28 Status N Date 2008-01-10 Cont ID  
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Notes
2008-01-10 14:50:33SENT TO DEWY PALMER'S DESK MMILLER

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Rev No 27 Status N Date 2008-01-09 Cont ID  
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Notes
2008-01-09 11:21:15TO "COMM" BD#14

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Rev No 26 Status N Date 2007-12-18 Cont ID  
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Notes
2007-12-18 15:04:52TO "COMM" BD#35

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Rev No 25 Status N Date 2007-12-10 Cont ID  
Sent By adarroug Date 2007-12-10 Time 08:23 Rev Time 0.00
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Notes
2007-12-10 08:23:45TO "RMCDOUGAL" DESK/2 SUBMITTALS

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Rev No 24 Status N Date 2007-11-28 Cont ID  
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2007-11-28 09:26:59TO "DPALMER" DESK/REV

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Rev No 17 Status N Date 2007-09-21 Cont ID  
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2007-09-21 14:49:33TO "M" BOX/REV

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2007-09-12 12:40:41TO "P" BOX/REV

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Rev No 13 Status N Date 2007-09-12 Cont ID  
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2007-09-12 12:38:06TO "DPALMER" DESK/REV

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Rev No 12 Status N Date 2007-09-10 Cont ID  
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Rev No 11 Status N Date 2007-09-06 Cont ID  
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2007-09-06 15:50:06TO "DPALMER" DESK/REV

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Rev No 10 Status N Date 2007-08-22 Cont ID  
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Rev No 9 Status N Date 2007-08-21 Cont ID  
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2007-08-21 15:32:41TO "RMCDOUGAL" DESK/SUBMITTAL

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Rev No 8 Status N Date 2007-07-28 Cont ID  
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Rev No 7 Status N Date 2007-07-28 Cont ID  
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Rev No 5 Status N Date 2007-05-25 Cont ID  
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Notes
2007-06-14 13:34:18TO "COMM" BD#17
2007-05-25 10:13:14WAITING FOR "COMM" BD--REV

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Rev No 4 Status N Date 2007-02-16 Cont ID  
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Notes
2007-02-26 13:52:43TO "COMM" BD#64/PLANS ON RACK-1 ROLL, 3 FOLDED PLANS
 AND BOOKS
2007-02-16 14:50:49WAITING FOR "COMM" BD

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Rev No 3 Status N Date 2006-11-29 Cont ID  
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Notes
2006-11-29 14:33:22TO COMM BOARD # 62,AND PLANS ON RACK BY CONFERENCE
 ROOM.

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Rev No 2 Status N Date 2006-06-14 Cont ID  
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Notes
2006-06-24 00:00:00TO COMM BOARD SPACE #37, NEEDS REVIEWS
 BY ALL, Z, B, F, E, M, P ENG
2006-06-14 00:00:00WAITING FOR "COMM" BD

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Rev No 1 Status N Date 2006-05-08 Cont ID  
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Notes
2006-05-08 00:00:005/8/06-PLANS ARE W/RMCDOUGAL FOR
 PROCESSING.
2006-02-01 00:00:00TO "COMM" BD#12
2005-12-29 00:00:00WAITING FOR "COMM" BD

Review Stop M MECHANICAL (A/C)
Rev No 13 Status P Date 2008-07-03 Cont ID  
Sent By rregueir Date 2008-07-03 Time 08:58 Rev Time 0.00
Received By rregueir Date 2008-07-03 Time 08:36 Sent To PC
Notes
2008-07-03 08:58:29PAGES M2.1.2, M2.2.2, M4.1, M5.1
 LETTER FROM MIKE PELLA FROM KAMM CONSULTING, REQUESTING
 APPROVAL OF ALTERNATE MATERIALS AND METHODS REQUEST
 UNDER FBCB 104.11 WAS ORIGINALLY SUBMITTED WITH
 PHOTOCOPIED SIGNATURES AND NO SEAL. PLANS AND LETTER
 WERE HELD STARTING 6/30/08 TO ALLOW AN OPPORTUNITY TO
 PROVIDE THE REQUEST LETTERS WITH ORIGINAL SEAL AND
 SIGNATURE. THE CORRECTED LETTER WAS RECEIVED ON 7/2/08
 IN THE AFTERNOON. IT HAS BEEN REVIEWED AND APPROVED BY
 THE BUILDING OFFICIAL. A COPY OF THE APPROVAL LETTER IS
 BEING POVIDED TO THE CONTRACTOR ALONG WITH THE ABOVE
 LISTED REVISED PAGES.
  
 ELECTRICAL PAGES WERE SEPARATED FROM THIS SUBMITTAL AND
 ROUTED TO DVP FOR REVIEW.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]

Review Stop M MECHANICAL (A/C)
Rev No 12 Status P Date 2008-06-30 Cont ID  
Sent By rregueir Date 2008-06-30 Time 15:25 Rev Time 0.00
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Notes
2008-06-30 15:25:34PAGE M2.1.1 REVISION 25

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Rev No 11 Status P Date 2008-05-28 Cont ID  
Sent By rregueir Date 2008-05-28 Time 16:41 Rev Time 0.00
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Notes
2008-05-28 16:41:16REVISION 5 PAGES: M2.1.1, M2.1.2, M2.2.2, M6.1, M7.1

Review Stop M MECHANICAL (A/C)
Rev No 10 Status P Date 2008-05-27 Cont ID  
Sent By rregueir Date 2008-05-27 Time 10:18 Rev Time 0.00
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Notes
2008-05-27 10:18:12PG M7.2 REVISION 24

Review Stop M MECHANICAL (A/C)
Rev No 9 Status F Date 2008-05-28 Cont ID  
Sent By rregueir Date 2008-05-28 Time 16:39 Rev Time 0.00
Received By rregueir Date 2008-05-23 Time 10:01 Sent To PC
Notes
2008-05-28 16:39:32REVIEW #: REVISION 5
 ACTION: PAGES M4.1 AND M5.1 DENIED
  
 FBC 2004 CODE FAMILY W/ 2005 SUPPLEMENTS
 FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH
  
 PG M4.1 AND M5.1: MECHANICAL ROOM FLOOR PLANS ON M4.1
 AND SHAFT RISER DIAGRAMS ON M5.1 SHOW DUCT PENETRATIONS
 OF SHAFTS PROTECTED WITH FIRE DAMPERS. SHAFT ENCLOSURES
 THAT ARE PERMITTED TO BE PENETRATED BY DUCTS AND AIR
 TRANSFER OPENINGS SHALL BE PROTECTED WITH APPROVED FIRE
 AND SMOKE DAMPERS INSTALLED IN ACCORDANCE WITH THEIR
 LISTING PER FBCM 607.5.5.1. SHOW THESE DUCT
 PENETRATIONS TO BE PROTECTED WITH FIRE AND SMOKE
 DAMPERS IN ACCORDANCE WITH THIS SECTION.
  
 ALSO, PLEASE SHOW HOW THESE SMOKE DAMPERS ARE TO BE
 CONTROLLED AND ACTUATED IN ACCORDANCE WITH FBCM
 607.3.2.1.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]

Review Stop M MECHANICAL (A/C)
Rev No 8 Status P Date 2008-05-15 Cont ID  
Sent By rregueir Date 2008-05-15 Time 11:35 Rev Time 0.00
Received By rregueir Date 2008-05-15 Time 11:24 Sent To PC
Notes
2008-05-15 11:25:368X11 SHEET REVISION TO PAGE M2.2.2 CHANGING SIZE OF
 TRANSITION.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]

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Rev No 7 Status P Date 2008-04-17 Cont ID  
Sent By rregueir Date 2008-04-17 Time 13:54 Rev Time 0.00
Received By rregueir Date 2008-04-17 Time 11:29 Sent To PC
Notes
2008-05-06 09:55:22REV M5.2 AND 8X11 REV OF M7.2

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Rev No 6 Status P Date 2008-01-08 Cont ID  
Sent By rregueir Date 2008-01-08 Time 13:15 Rev Time 0.00
Received By rregueir Date 2008-01-07 Time 17:38 Sent To PC
Notes
2008-01-08 13:15:11REV 13 PAGES M2.1.1, M2.1.2, M2.2.1, M2.2.2, M4.1, M4.2

Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2007-10-20 Cont ID  
Sent By rregueir Date 2007-10-20 Time 17:46 Rev Time 0.00
Received By rregueir Date 2007-10-20 Time 15:39 Sent To PC
Notes
2007-10-20 17:47:02REVISED M0.1 AND M7.1

Review Stop M MECHANICAL (A/C)
Rev No 4 Status F Date 2007-06-20 Cont ID  
Sent By rregueir Date 2007-06-20 Time 15:57 Rev Time 0.00
Received By rregueir Date 2007-06-20 Time 14:39 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2006-12-08 Cont ID  
Sent By pkrauss Date 2006-12-08 Time 12:46 Rev Time 0.00
Received By pkrauss Date 2006-12-07 Time 11:39 Sent To  
Notes
2006-12-08 12:45:40PROVISO:
 PLEASE PROVIDE THE FOLLOWING INFORMATION ON THE
 EMERGENCY GENERATOR:
 1)DISTANCES FROM PROPERTY LINE, ADJACENT BUILDING,
 AND FRESH AIR INTAKES SUCH AS DOORS, WINDOWS, LOUVERS,
 ETC.
 2)PROVIDE ANCHORING DETAIL - SHOW COMPLIANCE WITH
 2004 FMC 301.13.
 3)PROVIDE INFORMATION ON FILL PIPING IF APPLICABLE.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT PATTY KRAUSS
 AT (561)805-6719 OR E-MAIL [email protected].

Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2006-08-09 Cont ID  
Sent By pkrauss Date 2006-08-09 Time 15:10 Rev Time 0.00
Received By pkrauss Date 2006-08-09 Time 07:39 Sent To  
Notes
2006-08-09 00:00:00PROVISO:
 RESPONSE TO COMMENTS FROM REVIEW DATED,
 2-17-06 ARE ACCEPTABLE FOR COMMENTS 1
 THROUGH 4.
  
 COMMENT 5: FLOOR DRAINS IN MECHANICAL
 ROOMS - MECHANICAL ROOMS ARE USED AS
 RETURN AIR PLENUMS AND SHALL COMPLY WITH
 THE FOLLOWING:
 A) 2004 FPC 901.2
 B) ASHRAE 62-01 SECTION 8.4.1.11
 C) 2004 FMC 603.9
  
 COMMENT 6: CONDENSER WATER PIPING WILL
 BE SCHEDULE 40 BLACK STEAL.PLEASE
 INDICATE IF THIS WILL BE WELDED,
 GROOVED, THREADED, ETC.
  
 NEW COMMENT:
 COMMENT 7:PLEASE NOTE, PLAN SHEET M0.1
 ON THE MECHANICAL SHEET INDEX INDICATES
 SHEET M8.1. THIS PLAN WAS NOT SUBMITTED
 FOR REVIEW.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6179.

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2006-02-17 Cont ID  
Sent By pkrauss Date 2006-02-17 Time 07:38 Rev Time 0.00
Received By pkrauss Date 2006-02-17 Time 07:32 Sent To  
Notes
2006-02-17 00:00:00DENIED:
 1.PLAN SHEET M.01 MECHANICAL NOTE #1,
 REFERENCE STANDARDS ARE NOT THE CURRENT
 STANDARDS AS ADOPTED WITH THE 2004 FBC.
 (EXAMPLE - ASHRAE 62-01, 15-01, 34-01,
 NFPA 90A-02, 90B-02, ETC).PLEASE
 VERIFY ALL REFERENCED STANDARDS.
  
 2.PLAN SHEET M0.2 O.A. CALCS & EXHAUST
 CALCS. REFERENCE THE WRONG ASHRAE
 STANDARD.
  
 3.PLAN SHEET M2.1.1, PLEASE INDICATE
 RETURN AIR.PLEASE NOTE, NO
 COMBUSTIBLES ALLOWED IN THE PLENUM PER
 2004 FMC 602.2.1
  
 4.PLAN SHEET M2.1.1, NOTES REFERENCE
 PLAN SHEET M7.3 FOR DETAIL OF THE
 UNDERFLOOR AIR HIGHWAY LOOP & THE FUTURE
 "YORK FLEXSYS VAV MIT TERMINAL
 DIFFUSER".DETAILS ON PLAN SHEET M7.3
 DO NOT SHOW THIS APPLICATION.ALL
 DETAILS INDICATE DUCT SYSTEM IN THE
 CEILING.PLEASE INDICATE HOW THE DUCT
 WILL BE SUPPORTED UNDER THE FLOOR.
  
 5.PLAN SHEET M2.1.1, 2.1.2, & 2.2.2
 MECHANICAL ROOMS ARE OPEN RETURN WITH
 FLOOR DRAINS INDICATED IN THE MECHANICAL
 ROOM.PLANS DO NOT PROVIDE A LAYOUT OF
 THE CONDENSATE FROM THE AHU.IS THE
 INTENT TO TERMINATE INTO THE FLOOR
 DRAIN? WHAT WILL BE THE PRESSURE
 DIFFERENTAL IN THE RETURN AIR PLENUM.
 PLEASE REFERENCE 2004 FPC SECTION 901.2.
  
 6.PLEASE INDICATE PIPING MATERIAL FOR
 THE CONDENSER WATER.2004 FMC CHAPTER
 12.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
  
  
  
  
  

Review Stop P PLUMBING
Rev No 8 Status N Date 2008-04-09 Cont ID  
Sent By kstevens Date 2008-04-09 Time 10:36 Rev Time 0.00
Received By kstevens Date 2008-04-09 Time 10:36 Sent To ENG
Notes
2008-04-09 10:36:43PLUMBING REVIEW NOT APPLICABLE - SENT TO ENGINEERING

Review Stop P PLUMBING
Rev No 7 Status P Date 2007-12-20 Cont ID  
Sent By kstevens Date 2007-12-20 Time 18:34 Rev Time 0.00
Received By kstevens Date 2007-12-20 Time 18:34 Sent To  
Notes
2007-12-20 18:35:27REVISION OK - SHT P2.1.

Review Stop P PLUMBING
Rev No 6 Status P Date 2007-10-15 Cont ID  
Sent By kstevens Date 2007-10-15 Time 07:53 Rev Time 0.00
Received By kstevens Date 2007-10-15 Time 07:53 Sent To  
Notes
2007-10-15 07:54:17REVISION OK--SHTS P4.2 & P7.1 CHANGED SIZE OF STORM
 LINES FROM 16" TO 10"

Review Stop P PLUMBING
Rev No 5 Status P Date 2007-07-06 Cont ID  
Sent By kstevens Date 2007-07-06 Time 15:34 Rev Time 0.00
Received By kstevens Date 2007-07-06 Time 15:34 Sent To  
Notes
2007-07-06 15:35:23REVISION OK--SHTS P2.1 & P4.1 REVISION #4

Review Stop P PLUMBING
Rev No 4 Status P Date 2007-03-14 Cont ID  
Sent By kstevens Date 2007-03-14 Time 18:17 Rev Time 0.00
Received By kstevens Date 2007-03-14 Time 18:17 Sent To  
Notes
2007-03-14 18:20:27 
  
  
  
  
 PASSED/PROVISO
  
 ALL FUTURE VENTSTO BE CONNECTION TO THE VENT STACK
 WITH THE FITTING INVERTED TO DIRECT THE SANITARY GASES
 UPWARD
  
  
  
  
  
  
  
 .

Review Stop P PLUMBING
Rev No 3 Status F Date 2007-01-11 Cont ID  
Sent By kstevens Date 2007-01-11 Time 07:26 Rev Time 0.00
Received By kstevens Date 2007-01-11 Time 07:26 Sent To  
Notes
2007-01-11 10:15:04DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
  
 COMMENTS FROM FIRST REVIEW:
  
 1. OK
  
 2. SHT A105 SUBMIT CALCULATIONS FOR
 PRIMARY AND SECONDARY ROOF DRAINS. SHOW
 SQUARE FOOTAGE FOR EACH AREA BEING
 DRAINED ALONG WITH 1/2 THE AREA OF ALL
 VERTICAL WALLS INCLUDING PARAPETS AS
 WELL AS THE AREA OF ANY ROOFS THAT DRAIN
 ONTO THE ROOF FROM ABOVE. SECTIONS 1106
 & 1107 AND ALL SUBSECTIONS. - SHOW THE
 LOCATION OF ALL SECONDARY ROOF DRAINS OR
 OVERFLOW SCUPPERS. OVERFLOW SCUPPERS
 SHALL BE SIZED PER SECTIONS 1101.7,
 1107.3 AND TABLE 1106.7. SCUPPER SIZE
 CAN NOT BE CALCULATED WITHOUT REFERENCE
 TO DEFLECTION OF THE ROOF. PLEASE SHOW
 ON PLANS.
 ****RESPONSE FROM ARCHITECT, PLEASE SEE
 RESPONSE FROM ENGINEER. RESPONSE FROM
 ENGINEER, SEE ARCHITECTS RESPONSE.
 COMMENT NOT ADDRESSED.
 ******RESPONSE NOTED, BUT DOING A SPOT CHECK ON AREAS
 1, 5 & 8 THERE ARE INCONSISTANCIES IN THE LINEAR
 FOOTAGE FOR THE PARAPET WALLS FROM AREA 1 TO AREA 8.
 THE SQUARE FOOTAGE FOR THE VERTICAL WALL CONTRIBUTION
 FOR AREA 8 IS INDICATED AS LESS THAN THE AREA FOR AREA
 1 AND THE WALL LINEAR FOOTAGE IS LONGER. NO VERTICAL
 WALL CONTRIBUTION FOR THE STAIRWELL IS INDICATED IN
 AREA 5 CALCULATIONS. RECHEK ALL SQUARE FOOTAGE AREAS
 FOR EACH AREA, EACH VERTICAL WALL/PARAPET, (HIGHER
 SECTIONS ON THE EAST, WEST, & SOUTH ELEVATIONS), AND
 TOTAL AREAS.
  
 3. OK
 4. OK
 5. OK
 6. OK
  
 7. AN RPZV BACKFLOW IS REQUIRED ON THE
 WATER SERVICE TO THE BUILDING. SECTION
 608.13.2 AND CROSS CONNECTION MANUAL
 SECTION 2.6.
 ****RESPONSE NOTED, BUT SHT P3.1 REFERS
 TO SHT P4.2 WHICH REFERS TO THE CIVIL
 PLANS. CIVIL DOES NOT SHOW THE METER OR
 BACKFLOW LOCATION. PLEASE INDICATE THE
 LOCATION OF METER & RPBV BACKFLOW
 REQUIRED ON THE WATER SERVICE. SECTION
 106.1.1.
 ******RESPONSE NOTED, BUT AN RPZV BACKFLOW IS REQUIRED
 ON THE WATER SERVICE TO EACH BUILDING AS INDICATED.
 THIS SHALL BE INSTALLED DOWNSTREAM OF THE METER.
  
 8. OK
 9. OK
 10. OK
 11. OK
 12. OK
  
 **************NEW COMMENTS**************
  
 1B. OK
 2B. OK
  
 3B. SHT P5.1 FITTINGS SHALL BE INSTALLED
 TO GUIDE SEWAGE AND WASTE IN THE
 DIRECTION OF FLOW. SECTION 706.3. THE
 DOUBLE LAV SHOWN ON RISER SHOWS FITTING
 AGAINST THE FLOW. PLEASE CORRECT.
 ******RESPONSE NOTED, BUT THE LAVS NOW SHOW 1 LAV
 TRAPPED AND THEN CONNECTING TO THE TRAP OF THE ADJACENT
 LAV. EACH LAV SHALL BE TRAPPED SEPARATELY AND CONNECTED
 TO THE STACK SEPARATELY. SECTION 1002.1
  
 *************NEW COMMENTS*************
  
 BETWEEN PLAN REVIEWS, SOME PLAN DEVELOPMENT HAS
 OCCURED. THIS IS GENERATING MORE COMMENTS WHICH
 FOLLOW.
  
 1C. SHT P0.1 A BACKFLOW PREVENTOR IS REQUIRED ON THE
 WATER SERVICE. THIS HAS BEEN DELETED FROM THE DETAIL.
 PLEASE INDICATE THE REQUIRED B/F IN THE DETAIL WITH THE
 METER. SECTION 608.13.2.
  
 2C. SHT P2.1 EMERGENCY FLOOR DRAINS INDICATED BELOW THE
 RAISED FLOOR ARE INDICATED AS TERMINATING ABOVE THE MOP
 SINK. SUBMIT A DETAIL SHOWING PIPE SIZES. INDICATE IF
 THERE ARE TRAPS, VENTS ETC. SHOW AN ELEVATION FOR THE
 PIPE TERMINATING OVER THE MOP SINK. SUBMIT A SANT.
 RISER DIAGRAM FOR THE EMERGENCY FLOOR DRAINS IN
 ISOMETRIC FORM. SECTIONS 106.1.1 & 106.3.5.1.3.
  
 3C. SUBMIT A DETAIL FOR THE FLOOR DRAINS AT THE RAISED
 FLOOR LEVEL. INDICATE HOW THE FLOOR DRAINS WILL CONNECT
 TO THE FLOOR AND INDICATE HOW THE FLOOR WILL BE WATER
 PROOF AND SLOPED TO THE FLOOR DRAIN. INDICATE IF THE
 FLOOR DRAINS WILL HAVE A FLASHING AND INDICATE IF IT
 WILL EXTEND THE COMPLETE LENGTH AND WIDTH OF THE ROOM.
  
 4C. SUBMIT A DETAIL FOR THE EMERGENCY FLOOR DRAINS ON
 THE FIRST FLOOR. INDICATE HOW THEY WILL DRAIN TO THE
 MOP SINK ABOVE THE FLOOR SLAB. SECTION 106.1.1.
  
 5C. ACCESS IS REQUIRED FOR THE EMERGENCY FLOOR DRAINS.
 PLEASE INDICATE HOW THIS WILL BE ACHIEVED. SECTION
 412.2.
  
 6C. SHT P2.1 MAXIMUM 10' FROM VENT TO FLOOR DRAINS IN
 THE WATER PUMP ROOM. TABLE906.1.
  
 7C. ALL FLOORS INDICATE A SANITARY RISER & FUTURE STUB
 OUTS ARE SHOWN. PLEASE INDICATE HOW THEY WILL BE VENTED
 AS NO VENT STUB OUTS ARE INDICATED ON THE FLOOR PLANS.
 THE SANITARY RISER DIAGRAM DOES NOT INDICATE STUB OUTS
 ON THE SANT. OR VENT RISERS. PLEASE CLARIFY. SECTION
 106.1.1.
  
 8C. SHT P6.1 DOMESTIC WATER RISER. SHUT OFF VALVES ARE
 REQUIRED ON THE WATER SUPPLY TO EACH HOSE BIBB. SECTION
 606.2(2).
  
 9C. SHT P5.1 THE CONDENSATE RISER ISOMETRIC DIAGRAM
 DOES NOT REFLECT THE FLOOR PLAN. PLEASE CORRELATE RISER
 AND FLOOR PLAN LAYOUT. SECTION 106.1.1.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561)805-6731
 E-MAIL [email protected]

Review Stop P PLUMBING
Rev No 2 Status F Date 2006-08-07 Cont ID  
Sent By kstevens Date 2006-08-07 Time 10:27 Rev Time 0.00
Received By kstevens Date 2006-08-05 Time 18:32 Sent To  
Notes
2006-08-07 00:00:00DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
  
 COMMENTS FROM FIRST REVIEW:
  
 1. SHT A003 PLUMBING FIXTURE CALCULATION
 INDICATE 3 DRINKING FOUNTAINS ARE
 REQUIRED ON EACH FLOOR. CALCULATIONS
 ALSO INDICATE THAT 4 DRINKING FOUNTAINS
 ARE PROVIDED ON EACH FLOOR. A HIGH/LOW
 DRINKING FOUNTAIN WITH ONE WASTE AND ONE
 WATER SUPPLY IS CONSIDERED ONE FIXTURE.
 ONLY 2 DRINKING FOUNTAINS ARE PROVIDED
 ON EACH FLOOR, AND ONE MORE DRINKING
 FOUNTAIN IS REQUIRED ON EACH FLOOR.
 TABLE 403.1.
 ****RESPONSE FROM ARCHITECT, PLEASE SEE
 RESPONSE FROM ENGINEER. RESPONSE FROM
 ENGINEER, SEE ARCHITECTS RESPONSE.
 COMMENT NOT ADDRESSED.
  
 2. SHT A105 SUBMIT CALCULATIONS FOR
 PRIMARY AND SECONDARY ROOF DRAINS. SHOW
 SQUARE FOOTAGE FOR EACH AREA BEING
 DRAINED ALONG WITH 1/2 THE AREA OF ALL
 VERTICAL WALLS INCLUDING PARAPETS AS
 WELL AS THE AREA OF ANY ROOFS THAT DRAIN
 ONTO THE ROOF FROM ABOVE. SECTIONS 1106
 & 1107 AND ALL SUBSECTIONS. - SHOW THE
 LOCATION OF ALL SECONDARY ROOF DRAINS OR
 OVERFLOW SCUPPERS. OVERFLOW SCUPPERS
 SHALL BE SIZED PER SECTIONS 1101.7,
 1107.3 AND TABLE 1106.7. SCUPPER SIZE
 CAN NOT BE CALCULATED WITHOUT REFERENCE
 TO DEFLECTION OF THE ROOF. PLEASE SHOW
 ON PLANS.
 ****RESPONSE FROM ARCHITECT, PLEASE SEE
 RESPONSE FROM ENGINEER. RESPONSE FROM
 ENGINEER, SEE ARCHITECTS RESPONSE.
 COMMENT NOT ADDRESSED.
  
 3. SHT A402 SHOW THE CLEAR FLOOR SPACE
 FOR ALL ACCESSIBLE FIXTURES INCLUDING
 DRINKING FOUNTANS & UNINALS. SECTIONS
 11-4.15.5(1) AND 11-4.18.3.
 ****RESPONSE NOTED, BUT CLEAR FLOOR
 SPACE FOR THE DRINKING FOUNTAINS SHALL
 BE FORWARD APPROACH. SECTION
 11-4.15.5(1).
  
 4. OK
 5. OK
  
 6. SHT P5.1 SANITARY RISER RISER
 ISOMETRIC. SHOW ALL PIPE SIZES AND
 INDICATE DFU'S AS THEY ACCUMULATE IN THE
 SYSTEM. SECTION 106.1.1.
 ****RESPONSE NOTED, BUT SOME PIPE SIZES
 ARE STILL MISSING, AND DFU'S NEED TO BE RECHECKED.
  
 7. AN RPZV BACKFLOW IS REQUIRED ON THE
 WATER SERVICE TO THE BUILDING. SECTION
 608.13.2 AND CROSS CONNECTION MANUAL
 SECTION 2.6.
 ****RESPONSE NOTED, BUT SHT P3.1 REFERS
 TO SHT P4.2 WHICH REFERS TO THE CIVIL
 PLANS. CIVIL DOES NOT SHOW THE METER OR
 BACKFLOW LOCATION. PLEASE INDICATE THE
 LOCATION OF METER & RPBV BACKFLOW
 REQUIRED ON THE WATER SERVICE. SECTION
 106.1.1.
  
 8. OK
 9. OK
  
 10. SUBMIT THE MANUF. SPECIFICATION
 SHEET FOR THE PUMPS. PUMPS SHALL BE
 LISTED. INDICATE MODEL NUMBER FOR EACH
 PUMP. SECTION 303.4.
 ****RESPONSE NOTED, BUT LISTING FOR
 PUMPS ARE NOT SHOWN ON SHT P8.2.
  
 11. SHT P7.1 CISTERN WATER RISER. MORE
 INFORMATION IS REQUIRED. INDICATE
 BUILDING SHOWN ON THE RISERS. SHOW ALL
 PIPE SIZES, AND SHOW THE LOCATIONS FOR
 THE REQUIRED BACKFLOWS WHERE THE POTABLE
 WATER TIES INTO THE NON-POTABLE WATER.
 SECTION 106.1.1.
 ****RESPONSE NOTED, BUT THE BUILDING
 INDICATION IS NOT SHOWN, AND THE
 REQUIRED BACKFLOW IS NOT SHOWN.
  
 12. OK
  
 **************NEW COMMENTS**************
  
 1B. SHT 0000 (BOTH), INDEX OF DRAWINGS
 DOES NOT REFLECT SHEETS SUBMITTED. SOME
 SHEETS HAVE NOT BEEN SUBMITTED, SOME
 SHEETS SUBMITTED, BUT ARE NOT INDICATED
 ON THE INDEX, AND SOME SHEETS ARE
 MISNUMBERED. PLEASE CORRELATE INDEX AND
 SHEETS FOR PLANS. SECTION 106.1.1.
  
 2B. SHT P0.1 PLUMBING SHEET INDEX SHOWS
 SHT P1.1. THIS SHEET HAS NOT BEEN
 SUBMITTED. CORRELATE INDEX AND SHEETS.
 SECTION 106.1.1.
  
 3B. SHT P5.1 FITTINGS SHALL BE INSTALLED
 TO GUIDE SEWAGE AND WASTE IN THE
 DIRECTION OF FLOW. SECTION 706.3. THE
 DOUBLE LAV SHOWN ON RISER SHOWS FITTING
 AGAINST THE FLOW. PLEASE CORRECT.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561)805-6731
 E-MAIL [email protected]

Review Stop P PLUMBING
Rev No 1 Status F Date 2006-03-11 Cont ID  
Sent By kstevens Date 2006-03-11 Time 12:38 Rev Time 0.00
Received By kstevens Date 2006-03-10 Time 18:29 Sent To  
Notes
2006-03-11 00:00:00DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
  
 1. SHT A003 PLUMBING FIXTURE CALCULATION
 INDICATE 3 DRINKING FOUNTAINS ARE
 REQUIRED ON EACH FLOOR. CALCULATIONS
 ALSO INDICATE THAT 4 DRINKING FOUNTAINS
 ARE PROVIDED ON EACH FLOOR. A HIGH/LOW
 DRINKING FOUNTAIN WITH ONE WASTE AND ONE
 WATER SUPPLY IS CONSIDERED ONE FIXTURE.
 ONLY 2 DRINKING FOUNTAINS ARE PROVIDED
 ON EACH FLOOR, AND ONE MORE DRINKING
 FOUNTAIN IS REQUIRED ON EACH FLOOR.
 TABLE 403.1.
 2. SHT A105 SUBMIT CALCULATIONS FOR
 PRIMARY AND SECONDARY ROOF DRAINS. SHOW
 SQUARE FOOTAGE FOR EACH AREA BEING
 DRAINED ALONG WITH 1/2 THE AREA OF ALL
 VERTICAL WALLS INCLUDING PARAPETS AS
 WELL AS THE AREA OF ANY ROOFS THAT DRAIN
 ONTO THE ROOF FROM ABOVE. SECTIONS 1106
 & 1107 AND ALL SUBSECTIONS. - SHOW THE
 LOCATION OF ALL SECONDARY ROOF DRAINS OR
 OVERFLOW SCUPPERS. OVERFLOW SCUPPERS
 SHALL BE SIZED PER SECTIONS 1101.7,
 1107.3 AND TABLE 1106.7. SCUPPER SIZE
 CAN NOT BE CALCULATED WITHOUT REFERENCE
 TO DEFLECTION OF THE ROOF. PLEASE SHOW
 ON PLANS.
 3. SHT A402 SHOW THE CLEAR FLOOR SPACE
 FOR ALL ACCESSIBLE FIXTURES INCLUDING
 DRINKING FOUNTANS & UNINALS. SECTIONS
 11-4.15.5(1) AND 11-4.18.3.
 4. SHT P0.1 PLUMBING NOTES #13: AIR
 CHAMBERS ARE NOT APPROVED. PLEASE DELETE
 FROM REFERENCE. SECTION 604.9. WATER
 HAMMER ARRESTORS REQUIRED BY SECTION
 604.9 SHALL BE LOCATED NEAR THE FIXTURES
 IN AN "EFFECTIVE RANGE" NOT IN THE
 CEILING. PDI-WH 201 AND MANUF.
 INSTALLATION INSTRUCTIONS.
 5. ALL NON-POTABLE WATER SYSTEMS AND
 PIPES SHALL BE LABELED. SECTION 608.8.
 6. SHT P5.1 SANITARY RISER RISER
 ISOMETRIC. SHOW ALL PIPE SIZES AND
 INDICATE DFU'S AS THEY ACCUMULATE IN THE
 SYSTEM. SECTION 106.1.1.
 7. AN RPZV BACKFLOW IS REQUIRED ON THE
 WATER SERVICE TO THE BUILDING. SECTION
 608.13.2 AND CROSS CONNECTION MANUAL
 SECTION 2.6.
 8. SHT P6.1 FULL OPEN VALVE REQUIRED AT
 THE BASE OF EVERY WATER RISER PIPE.
 SECTION 606.1(3).
 9. SUBMIT AN ISOMETRIC RISER DIAGRAM FOR
 THE CONDENSATE AND THE STORM SYSTEMS.
 THIS SHALL INCLUDE THE VERTICAL RISERS
 AND THE BUILDING DRAINS. SHOW ALL PIPE
 SIZES FOR BOTH SYSTEMS, AND SHOW THE
 SQUARE FOOTAGE AS IT ACCUMULATES IN THE
 SYSTEM FOR THE STORM SYSTEM. SECTION
 106.3.5.1.3.
 10. SUBMIT THE MANUF. SPECIFICATION
 SHEET FOR THE PUMPS. PUMPS SHALL BE
 LISTED. INDICATE MODEL NUMBER FOR EACH
 PUMP. SECTION 303.4.
 11. SHT P7.1 CISTERN WATER RISER. MORE
 INFORMATION IS REQUIRED. INDICATE
 BUILDING SHOWN ON THE RISERS. SHOW ALL
 PIPE SIZES, AND SHOW THE LOCATIONS FOR
 THE REQUIRED BACKFLOWS WHERE THE POTABLE
 WATER TIES INTO THE NON-POTABLE WATER.
 SECTION 106.1.1.
 12. SHOW THE SIZE OF ALL DOWNSPOUTS ON
 THE STORM DRAINAGE SYSTEM. IF COLLECTOR
 HEADS FOR THE PRIMARY ROOF DRAINS.
 SUBMIT A DETAIL SHOWING SIZE, HEIGHT &
 WIDTH. SECTION 106.1.1.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561)805-6731
 E-MAIL [email protected]

Review Stop Z ZONING
Rev No 11 Status P Date 2008-08-08 Cont ID  
Sent By jroach Date 2008-08-08 Time 15:07 Rev Time 0.00
Received By jroach Date 2008-08-08 Time 15:06 Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 10 Status P Date 2008-05-21 Cont ID  
Sent By jroach Date 2008-05-21 Time 14:06 Rev Time 0.00
Received By jroach Date 2008-05-21 Time 14:06 Sent To PC
Notes
2008-05-21 14:06:59***REVISIONS TO LANDSCAPE PLAN***
  
 ***PASSED***
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
 AT (561) 822-1435.

Review Stop Z ZONING
Rev No 9 Status P Date 2008-03-28 Cont ID  
Sent By jroach Date 2008-03-28 Time 09:52 Rev Time 0.00
Received By jroach Date 2008-03-28 Time 09:52 Sent To B
Notes
2008-03-28 09:53:09***REVISIONS TO COVERED WALKWAY***
  
 ***PASSED***

Review Stop Z ZONING
Rev No 8 Status P Date 2008-01-24 Cont ID  
Sent By jroach Date 2008-01-24 Time 09:18 Rev Time 0.00
Received By jroach Date 2008-01-24 Time 09:14 Sent To  
Notes
2008-01-24 09:16:31***NUMEROUS REVISIONS TO ARCH. SHEETS....HEDRICK
 BROTHER'S DATE OF 1/4/08***
  
 ***PASSED WITH PROVISOS***
  
 1) THE ADDITIONAL SURFACE PARKING LOT SHOWN ADJACENT TO
 THE DRAINAGE CANAL SHALL NOT BE CONSTRUCTED UNDER THIS
 PERMIT.THE ADDTIONAL PARKING SHALL REQUIRE A SEPARATE
 PERMIT (ALREADY APPLIED FOR UNDER PERMIT #07100833).
  
 5) THE SIGN SHOWN ON THE SOUTH ELEVATION SHALL BE
 SUBMITTED UNDER A SEPARATE PERMIT.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
 AT (561) 822-1435.

Review Stop Z ZONING
Rev No 7 Status F Date 2008-01-22 Cont ID  
Sent By jroach Date 2008-01-22 Time 16:49 Rev Time 0.00
Received By jroach Date 2008-01-22 Time 16:48 Sent To  
Notes
2008-01-22 16:59:55***NUMEROUS REVISIONS TO ARCH. SHEETS....HEDRICK
 BROTHER'S DATE OF 1/4/08***
  
 ***REVISIONS FAILED***
  
 1) SCOPE OF WORK ON THE PERMIT MAY NEED TO BE MODIFIED
 TO REFLECT THE EXPANSION OF THE SURFACE PARKING.THIS
 MAY ADJUST THE PERMIT VALUE, ETC.CONTACT CONSTRUCTION
 SERVICES (ROBERT MCDOUGAL) REGARDING THIS ISSUE.
  
 2) PER ORDINANCE NO. 4052-07...PRIOR TO ISSUANCE OF A
 BUILDING PERMIT FOR THE ADDITIONAL SURFACE PARKING LOT,
 "THE DEVELOPER SHALL AMEND THE UNITY OF CONTROL, AS
 RECORDED IN OFFICIAL RECORD BOOK 21359, PAGE 799 OF THE
 PUBLIC RECORD OF PALM BEACH COUNTY, FLORIDA," UNIFYING
 THE ADDITIONAL LOT WITH THE REMAINDER OF THE ECOPLEX
 DEVELOPMENT.PLEASE PROVIDE A COPY OF THE AMENDED AND
 RECORDED UNITY OF CONTROL.
  
 3) PER ORDINANCE NO. 4052-07...PRIOR TO THE ISSUANCE OF
 A BUILDING PERMIT FOR THE ADDITIONAL SURFACE PARKING
 LOT, "THE DEVELOPER SHALL RECORD A PARTIAL ABANDONMENT
 AND RELOCATION OF CONSERVATION EASEMENT, IN A FORM
 ACCEPTABLE TO THE CITY OF WEST PALM BEACH CITY
 ATTORNEY'S OFFICE AND PLANNING AND ZONING DEPARTMENT,
 FOR THAT PORTION OF THE CONSERVATION EASEMENT LYING
 IMMEDIATELY WEST AND SOUTH" OF THE PROPOSED PARKING
 LOT.THE EASEMENT IS TO BE RELOCATED ALONG THE
 NORTHERN PERIMETER OF THE PROPERTY, IMMEDIATELY
 ADJACENT TO THE CANAL RIGHT-OF-WAY.PLEASE PROVIDE A
 COPY OF THE RECORDED PARTIAL ABANDONMENT AND RELOCATION
 OF CONSERVATION EASEMENT.
  
 4) REVISED LANDSCAPE PLANS SHALL BE PROVIDED ACCOUNTING
 FOR THE ADDITIONAL PARKING LOT.
  
 5) THE SIGN SHOWN ON THE SOUTH ELEVATION SHALL BE
 SUBMITTED UNDER A SEPARATE PERMIT.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
 AT (561) 822-1435.

Review Stop Z ZONING
Rev No 6 Status N Date 2008-01-02 Cont ID  
Sent By jroach Date 2008-01-02 Time 14:40 Rev Time 0.00
Received By jroach Date 2008-01-02 Time 14:40 Sent To  
Notes
2008-01-02 14:40:59***MISC. REVISIONS TO ELECTRICAL, MECHANICAL, AND
 PLUBMING SHEETS - ZONING REVIEW NOT REQUIRED***

Review Stop Z ZONING
Rev No 5 Status F Date 2007-06-26 Cont ID  
Sent By jroach Date 2007-06-26 Time 17:33 Rev Time 0.00
Received By jroach Date 2007-06-26 Time 17:33 Sent To  
Notes
2007-06-26 17:40:32***REVISIONS (NEW GENERATOR SPEC & INCREASE BLD
 SERVICE) FAILED***
  
 1) SHEET A1.1.1 SHOWS THE GENERATOR AS FUTURE
 LOCATIONS.SITE PLAN SHALL BE MODIFIED TO SHOW THE
 LOCATION OF THE GENERATOR THAT IS BEING PROPOSED AS
 PART OF THIS REVISION.DIMENSIONS SHOWING THE SETBACK
 OF THE GENERATOR FROM ADJACENT PROPERTY LINES SHALL BE
 PROVIDED.
  
 2) SCREEN WALL AROUND THE GENERATOR IS NOTED AS BEING
 UNDER A SEPARATE PERMIT.THIS SCREEN WALL IS REQUIRED
 AT THE TIME OF INSTALLATION OF THE GENERATOR, SO THIS
 REVISION SHALL BE MODIFIED TO INCLUDE THE INSTALLATION
 OF THE SCREEN WALL, OR THE NEW PERMIT SHALL BE
 SUBMITTED CONCURRENTLY WITH THIS REVISION.UPON
 SUBMITTAL OF THE WALL, AN ELEVATION SHALL BE PROVIDED.
  
 3) PLEASE CLARIFY WHY SHEETS WERE SUBMITTED (I.E.
 BUILDING ELEVATIONS, STRUCTURALS, ETC.) WHICH DO NOT
 RELATE TO THE REVISIONS INDICATED.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
 AT (561) 822-1435.

Review Stop Z ZONING
Rev No 4 Status P Date 2007-03-08 Cont ID  
Sent By jroach Date 2007-03-08 Time 09:06 Rev Time 0.00
Received By jroach Date 2007-03-08 Time 09:06 Sent To  
Notes
2007-03-08 09:08:11***PROVISO***
  
 1) THE PARKING STALL DETAIL SHALL BE STRIPED ACCORDING
 TO THE ATTACHED DETAIL (PAY SPECIFIC ATTENTION TO
 LOCATION OF THE HC SYMBOL, ETC.).
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
 AT (561) 822-1435.

Review Stop Z ZONING
Rev No 3 Status F Date 2007-01-07 Cont ID  
Sent By jroach Date 2007-01-07 Time 14:49 Rev Time 0.00
Received By jroach Date 2007-01-07 Time 14:49 Sent To  
Notes
2007-01-07 14:59:54***FAILED***
  
 1) MINOR PD AMENDMENT HAS BEEN SUBMITTED, BUT NOT YET
 APPROVED.THIS APPLICATION SHALL BE APPROVED PRIOR TO
 ISSUANCE OF A BUILDING PERMIT.AWAITING RESUBMITTAL OF
 REVISED DRAWINGS.
  
 2) PERMIT SET OF LANDSCAPE PLANS SHOWS 6 FOOT HIGH
 SCREEN WALL AROUND GENERATORS WHILE THE MINOR PD
 AMENDMENT AND THE PERMIT SET SITE PLANS INDICATE 15
 FEET.PLEASE MAKE CONSISTENT.
  
 3) SIGN SHOWN ON THE SOUTH ELEVATION SHALL BE SUBMITTED
 AND APPROVED UNDER A SEPARATE PERMIT....THE SIGN IS NOT
 REVIEWED, NOR APPROVED, AS PART OF THIS PERMIT.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
 AT (561) 822-1435.

Review Stop Z ZONING
Rev No 2 Status F Date 2006-07-02 Cont ID  
Sent By jroach Date 2006-07-02 Time 20:10 Rev Time 0.00
Received By jroach Date 2006-07-02 Time 20:10 Sent To  
Notes
2006-07-02 00:00:007/2/2006 ***FAILED***
  
 1) A MINOR PLANNED DEVELOPMENT (PD)
 AMENDMENT SHALL BE SUBMITTED TO AND
 APPROVED BY THE PLANNING AND ZONING
 DEPARTMENT PRIOR TO APPROVAL OF BUILDING
 PERMIT.THIS IS NECESSARY DUE TO THE
 MODIFICATIONS MADE TO THE THE SITE PLAN
 (I.E. PARKING LOT) AND ELEVATIONS.
  
 2) A 5 FOOT WIDE LANDSCAPE ISLAND WITH A
 SHADE TREE SHALL BE PLANTED AT THE END
 OF EVERY ROW OF PARKING (I.E. SOUTH AND
 EAST SIDES OF THE BUILDING).
  
 3) THE PROJECT AREA/LIMIT OF IMPROVEMENT
 ON THE SITE PLAN AND CIVIL PLAN DOES NOT
 MATCH THE LANDSCAPE PLAN (I.E. DOES NOT
 INCLUDE THE PARKING AND HC RAMP ON THE
 EAST SIDE OF THE BUILDING).
  
 4) THE TOTAL PARKING COUNT SHOWN ON THE
 SITE PLAN DOES NOT ACCURATELY REFLECT
 WHAT IS SHOWN ON THE PLAN.
  
 5) ARE THE EXTERNAL SUNSHADES/CANOPIES
 NO LONGER BEING PROPOSED??
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH,
 SENIOR PLANNER, AT (561) 822-1435.

Review Stop Z ZONING
Rev No 1 Status F Date 2006-12-08 Cont ID  
Sent By jroach Date 2006-02-22 Time 15:19 Rev Time 0.00
Received By jroach Date 2006-02-22 Time 15:19 Sent To  
Notes
2006-02-22 00:00:002/22/2006 ***FAILED***
  
 1) ON THE SITE PLANS, PLEASE INDICATE
 THE LIMITS OF SITE IMPROVEMENTS
 ASSOCIATED WITH THIS PERMIT.
  
 2) LANDSCAPE PLANS SHALL BE SEALED WITH
 AN ORIGINAL SIGNATURE, NOT A COPY.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH
 AT (561) 822-1435.
  
 LANDSCAPE COMMENTS:
  
 1) REFER TO SET #1, SHEET L-4 OF GARAGE
 PERMIT FOR COMMENTS REGARDING PLANTING
 DETAILS/DIAGRAMS.
  
 QUESTIONS/COMMENTS, CONTACT ALAN
 BARATTA, LANDSCAPE PLANNER AT (561)
 822-1435.


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