Plan Review Details - Permit 01101877
Plan Review Stops For Permit 01101877
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status N Date 2002-09-30 Cont ID  
Sent By hpiskura Date 2002-09-30 Time 13:54 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2002-06-26 Cont ID  
Sent By bstaples Date 2002-06-26 Time 11:20 Rev Time 0.00
Received By bstaples Date   Time   Sent To  
Notes
2002-06-26 00:00:00MFGR. BLDG. APPROVED AS PER DCA & NEIL
 MELICK, BUILDING OFFICIAL

Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2002-06-14 Cont ID  
Sent By hpiskura Date 2002-06-14 Time 09:48 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2002-06-14 00:00:00THE CANOPY DESIGN, SHEET 1 OF 7 CS-1C,
 MUST BE DESIGNED TO THE 2001 FBC NOT
 ASCE 7-95.
  
 THE MODULAR BUILDING SHEET 1 OF 29 CS-1
 HAS AN AGENCY APPROVAL STAMP THAT
 DECLARES 110 MPH WHICH IS INADEQUATE
 FOR THE 140 MPH ZONE IN WEST PALM BEACH.
  
 BEFORE A PERMIT TO CONSTRUCT MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY, THE PERMIT PLANS
 STAMPED BY THAT OFFICE AND A COPY OF
 THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION.CALL 561-233-5025 FOR
 MORE INFORMATION.

Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2002-04-19 Cont ID  
Sent By hpiskura Date 2002-04-19 Time 14:31 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2002-04-19 00:00:00THE INFORMATION PROVIDED BY PROGRESSIVE
 DEVELOPMENT GROUP DATED 4/18/02 WAS
 REVIEWD WITH REGARDS TO THE
 CALCULATIONS FORM COMPUTERIZED
 STRUCTURAL DESIGN, INC., A COPY OF A
 REPORT FROM INTERTEK TESTING SERVICES
 FOR 1/4" LAMINATED GLASS TESTED TO
 Z97.1-1984 STAJNDARDS AND A PORTION OF
 A UL TEST REPORT FOR PHOTOVOLTAIC
 MODULES AND PANELS.
  
 THE PAID PLAN REVIEW FOR THIS PROJECT
 HAS BEEN COMPLETED.AS WAS NOTED IN
 THE EARLIER COMMENTS THE STATE OF
 FLORIDA INVOKED THE 2001 FLORIDA
 BUILDING CODE ON MARCH 1, 2002.THE
 GLASS SOLAR PANELS DID NOT COMPLY WITH
 THE PREVIOUS CODE IN EFFECT, 1997
 SBCCI, NOR DO THEY MEET THE CURRENT
 2001 FBC.
  
 A NEW REVIEW OR A PERMIT APPLICATION
 MUST BE APPLIED FOR THE ENTIRE PROJECT
 TO DETERMINE CONFORMANCE WITH THE 2001
 FBC.
  
 THE GLAZED PANELS MUST BE DESIGNED TO
 COMPLY WITH FBC 2405.3.2.THE ENGINEER
 OF RECORD, OR A DELEGATED SPECIALTY
 ENGINEER MUST DEMONSTRATE COMPLIANCE
 WITH THIS REQUIREMENT.TO DATE THE
 GLAZING HASBEEN NOT INCLUDED IN THE
 CALCUALTIONS PROVIDED.

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2002-03-25 Cont ID  
Sent By hpiskura Date 2002-03-25 Time 14:56 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2002-03-25 00:00:00BASED ON THE INFORMATION FROM
 PROGRESSIVE DEVELOPMENT DATED 3/18/02
 WHICH CONTAINS COPIES OF VARIOUS
 LETTERS, CUT SHEETS AND REPORTS, IT
 APPEARS THE "BP SOLAR PANELS" DO NOT
 COMPLY WITH FBC 2405.3.2.
  
 ASSUMING THE PANELS AS LAMINATED, HEAT
 STRENGHTED GLASS, THE ALLOWABLE LOAD
 WILL NOT COMPLY WHEN USING THE
 ENGINEER'S WINDLOAD CALCULATIONS
 PROVIDED THUS FAR.
  
 EFFECTIVE MARCH 1, 2002 THE FLORIDA
 LEGISLATURE MANDATED THE FLORIDA
 BUILDING CODE BE PLACED IN USE AND
 PERMITS APPLIED FOR SUBSEQUENT TO THAT
 DATE MUST COMPLY WITH THE FBC.TO DATE
 THIS PROJECT HAS BEENA PAID PLAN
 REVIEW AND NOT A PERMIT APPLICATION.
  
 WITH REGARDS TO WIND LOAD REQUIREMENTS
 THE ASCE 7-98 IS INVOKED BY THE FBC AND
 THE CITY OF WEST PALM BEACH IS LOCATED
 WITHIN THE 140 MPH WIND SPEED CONTOUR.
 PERHAPS A RE-ANALYSIS BY THE
 ENGINEER(S)FOR A 140 MPH ZONE RATHER
 THAN THE 150 MPH DECLARED IN THE
 CALCULATIONS WILL CHANGE THE FORCES
 SEEN BY THE SOLAR PANELS WHEN
 IVESTIGATED AS COMPONENTS AND CLADDING.

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2002-01-23 Cont ID  
Sent By hpiskura Date 2002-01-23 Time 09:28 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2002-01-23 00:00:00THE HARMONY CANOPY DRAWING CS-1C SHEET 1
 OF 7 SIGNED AND SEALED BY ROGER
 LINGERFELTER, PE DECLARES WIND DESIGN
 TO ASCE 7-95, 140 MPH, EXPOSURE C.
  
 THE CALCULATIONS FROM COMPUTERIZED
 STRUCTURAL DESIGN, SC ARE NOT SIGNED
 AND SEALED BY A FL REGISTERED ENGINEER
 AND CITE DESIGN TO THE 1994 S. FL
 BUILDING CODE AND ASCE 7-88. FURTHER
 THE CALCULATIONS SPECIFICALLY EXCLUDE
 GLAZING,SOLAR PANELS AND FASCIA.
 ONLY THE ALUMINUM FRAME WORK IS COVERED.
  
 PROVIDE STRUCTURAL CALCULATIONS BY A FL
 REGISTERED PE, IN ACCORDANCE WITH ASCE
 7-95 THAT INCLUDES ALL OF THE
 COMPONENTS THAT WILL BE USED IN THE
 CANOPY.WHERE DESIGN IS BY A DELEGATED
 ENGINEER, THE DESIGN MUST BE REVIWED BY
 THE ENGINEER OF RECORD FOR CONFORMANCE
 WITH THE ORIGINAL DESIGN.SEE CHAPTER
 61G15-30, RESPONSIBILITY RULES COMMON
 TOALL ENGINEERS, OF THE FL
 ADMINISTRATIVE CODE.
  
 THE FASTENING METHOD FOR THE STEEL
 STORMPANELS ON NOA 99-0517.07 FOR
 ATTACHMENT TO CONCRETE IS ACCEPTABLE.
 THE ATTACHEDSHEETS COPIED FROM THE BP
 AMOCO DRAWINGS DEPICT ATTACHMENT TO
 SOMETHING OTHER THAN CONCRETE WITH AN
 UNDESIGNATED FASTENER SHOWING NEITHER
 LOCATION OR NUMBER.THIS IS NOT
 ACCEPTABLE.PLEASE PROVIDE A SIGNED
 AND SEALED METHOD DESIGNED IN
 ACCORDANCE WITH GOOD ENGINEERING
 PRACTICES IF THE ATTACHMENT IS TO
 DEVIATE FROM THAT SHOWN IN THE NOA.

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-12-06 Cont ID  
Sent By hpiskura Date 2001-12-06 Time 16:09 Rev Time 0.00
Received By hpiskura Date   Time   Sent To  
Notes
2001-12-06 00:00:00THE CANOPY CALCULATIONS DO NOT INCLUDE
 AN ANALYSIS OF THE SOLAR PANELS
 (COMPONENTS AND CLADDING)SEE ASCE 7-95
 6.4.1.1.
  
 THE MODIFIED HURRICANE SHUTTER
 ANCHORAGEMUST BE CERTIFIED BY AN
 ENGINEER TO THE LOADS CONTAINED IN THE
 METRO-DADE NOTICE OF ACCEPTANCE REPORT.
  
 BEFORE A PERMIT TO CONSTRUCT CAN BE
 ISSUED IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY FOR THE CITY.THE PERMIT
 PLANS MUST BE STAMPED BY THAT OFFICE
 AND A COPY OF THE PAID RECEIPT ATTACHED
 TO THE PERMIT APPLICATION.CALL
 561-233-5025 FOR MORE INFORMATION.

Review Stop E ELECTRICAL
Rev No 4 Status P Date 2002-10-09 Cont ID  
Sent By dpalmer Date 2002-10-09 Time 09:23 Rev Time 0.50
Received By dpalmer Date 2002-10-09 Time 09:23 Sent To  
Notes
2002-10-09 00:00:00PLANS NOTED THAT RISER DIAGRAM STILL
 NEEDS TO CORRELATE W/ RISER FOR CANOPY.

Review Stop E ELECTRICAL
Rev No 3 Status P Date 2002-06-04 Cont ID  
Sent By dpalmer Date 2002-06-04 Time 18:34 Rev Time 0.00
Received By dpalmer Date 2002-06-04 Time 18:34 Sent To  
Notes
2002-06-04 00:00:00************ REVISION/PROVISO*********
  
 1)NOTE: PLEASE NOTE THAT RISER DIAGRAM
 ON SUBMITTED SITE ELECTRICAL AND CANOPY
 PLANS UNDER OTHER PERMIT #`S (02051422,
 02051425) DO NOT CORRELATE WITH MAIN
 BLDG PLANS.
 2)NOTE: PLEASE NOTE THAT REVIEW IS DONE
 FOR E-SHEETS 1-4 ONLY. PLEASE NOTE THAT
 E-4 WILL CHANGE DUE TO CANOPY ELECTRICAL
  
 PLEASE VERFIY THE SETS CORRELATE IN
 FEILD FOR OTHER PERMITS.
 PLEASE SUBMIT A REVISED E-4 IF IS TO
 MATCH CANOPY PLANS.
 IF THERE ARE ANY QUESTIONS,PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372

Review Stop E ELECTRICAL
Rev No 2 Status P Date 2002-01-29 Cont ID  
Sent By dpalmer Date 2002-01-29 Time 10:18 Rev Time 0.00
Received By dpalmer Date 2002-01-29 Time 15:48 Sent To  
Notes
2002-06-04 00:00:00********NOTE***
 REVIEWED SHEETS E-1,E-2,E-3 AND E-4.
 ONLY.

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2001-11-26 Cont ID  
Sent By dpalmer Date 2001-11-26 Time 07:39 Rev Time 0.00
Received By dpalmer Date 2001-11-26 Time 07:39 Sent To  
Notes
2001-11-26 00:00:00****************** UNSAT *************
  
 1)NOTE: NOTE THAT OUTLET SPACING NEEDS
 TO MEET LOCAL CODE. SEEMS WALLS ALONG
 FRONT WILL BE MISSING A COUPLE.
 EVERY 20' OF WALL/FIXED PANEL SPACE.
 PER 210-50 OF CITY-WIDE AMENDMENTS.
  
 2)NOTE: PLEASE NOTE THAT FOOTER STEEL IS
 TO BE PART OF THE GROUNDING ELECTRODE
 SYSTEM PER 250-50.
  
 3)NOTE: PLEASE CLARIFY THE CONDUIT SIZE
 FOR FEEDS TO MDP.
 ONE-LINE SHOWS 4" AND THE CONDUIT SCHED-
 -ULE SHOWS 3 1/2".
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372

Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2002-01-22 Cont ID  
Sent By mamini Date 2002-01-11 Time 13:29 Rev Time 3.00
Received By mamini Date 2002-01-11 Time 13:29 Sent To  
Notes
2002-01-11 00:00:00PASSED :
 1. RESPONSES TO THE PREVIOUS REVIEW
 COMMENTS DATED 11-31-01 SATISFACTORY,
 PLANS UPDATED.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI

Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2001-11-21 Cont ID  
Sent By mamini Date 2001-11-21 Time 10:06 Rev Time 3.00
Received By mamini Date 2001-11-21 Time 10:06 Sent To  
Notes
2001-11-21 00:00:00FAILED :
 SHEET 2, PAVING & GRADING NOTES;
 NOTE # 8 , ALL OFF-STREET PARKING STALL
 MUST BE STRIPED WITH DOUBLE 4" PAINTED
 STRIPES PER CITY OF WPB.PLEASE REVISED
 DETAILS ON SHEET 12.
 SHEET 2, SANITARY SEWER NOTES;
 NOTE # 8, ALL DUCTILE IRON PIPES USED
 FOR GRAVITY MAIN MUST BE A MIN. OF CLASS
 51, PLEASE VERIFY.
 NOTE # 3, ALL SANITARY SEWER MAIN AND
 SERVICE LATERALS SHALL BE CONSTRUCTED OF
 PVC PIPE WITH RING-TITE JOINTS , ASTM
 D-3034-SDR 26.
 NOTE # 6, PVC SEWER FITTING SHALL
 CONFORM TO THE REQUIREMENT OF ASTM
 D-3034 STANDARD WITH MIN. WALL THICKNESS
 OF SDR26.
 ALL BACKFLOW PREVENTERS MUST BE APPROVED
 BY PUBLIC UTILITIES DEPT. CITY OF WPB
 659-8040.
 A SEPARATE PERMIT AND APPROVAL FROM
 PUBLIC UTILITIES DEPT. FOR ALL NEW
 CONNECTIONS IS REQUIRED,659-8040.
 CONTRACTOR TO CONTACT RODNEY COMPO FOR
 INSTALLATION/ INSPECTION OF GREASE TRAP,
 837-4051 EXT. 4074.
 ANY WORK WITHIN PUBLIC R.O.W WILL
 REQUIRE APPROVAL AND PERMIT FROM CITY
 ENGINEER'S OFFICE, 659-8040.
 SEPARATE PERMIT FOR UNDERGROUND
 UTILITIES/SITE WORKS IS RECOMMENDED AT
 THE TIME OF ACTUAL PERMITTING.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI

Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2002-01-31 Cont ID  
Sent By mcarsill Date 2002-01-31 Time 14:49 Rev Time 0.00
Received By mcarsill Date 2002-01-31 Time 14:49 Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2002-01-16 Cont ID  
Sent By mcarsill Date 2002-01-16 Time 11:16 Rev Time 0.00
Received By mcarsill Date 2002-01-16 Time 11:16 Sent To  
Notes
2002-01-16 00:00:001) PLEASE PROVIDE DETAILS ON FUEL
 DISPENSING PUMPS. PLEASE SHOW LENGTH
 OF FUEL HOSES, BREAKAWAY DEVICES,
 ETC.
 2) NO INFORMATION PROVIDED FOR PROPANE
 TANKS. PLEASE REMOVE THEM FROM THE
 PLANS.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2001-11-27 Cont ID  
Sent By mcarsill Date 2001-11-27 Time 09:22 Rev Time 0.00
Received By mcarsill Date 2001-11-27 Time 09:22 Sent To  
Notes
2001-11-27 00:00:001) NO ITEMS TO BE PLACED WITHIN 18 FEET
 OF THE FIRE HYDRANT SHOWN ON THE PLAN.
 2) SEPARATE PLANS AND PERMITS REQUIRED
 FOR UNDERGROUND FUEL TANKS.
 3) SEPARATE PLANS AND PERMITS REQUIRED
 FOR ANY HOOD,DUCT,AND EXTINGUISHING
 SYSTEMS.
 4) PLEASE PROVIDE FLAME SPREAD CRITERIA
 FOR CANOPY LOCATED OVER FUEL PUMPS.
 5) EMERGENCY CONTROLS FOR FUEL PUMPS
 ARE NOT TO EXCEED 100 FEET.
 6) PLEASE PROVIDE DETAILS ON ALL FUEL
 PUMPS PLANNED FOR USE. ALL EQUIPMENT IS
 TO BE LISTED AND BE EQUIPPED WITH
 LISTED BREAKWAY DEVICES, APPROVED
 NOZZLES, AND APPROVED FUEL HOSES THAT
 DO NOT EXCEED 18 FEET IN LENGTH.
 7) UNDERGROUND FUEL TANKS ARE TO BE
 INSTALLED A MINIMUM OF 5 FEET FROM
 PROPERTY LINES.
 8) IT WILL DEPEND ON WHEN THE PLANS ARE
 OFFICIALLY PERMITTED AS TO WHAT THE
 APPLICABLE FIRE CODE WILL BE. JANUARY
 1, 2002, THE FLORIDA FIRE PREVENTION
 CODE WILL BE IN EFFECT, WHICH INVOKES
 THE 2000 LIFE SAFETY CODE.
 9) FLAME SPREAD DETAILS NEEDED ON
 CANOPY OVER FUEL PUMPS.
 10) PLEASE EXPLAIN PROPANE TANKS LOCATED
 NEAR EXIT DOOR.
 11) ANY POWER OPERATED DOORS ARE TO
 MEET LIFE SAFETY CODE REQUIREMENTS.
 12) PLEASE INDICATE ALL LOCATIONS OF
 WARNING SIGNS, AND THEIR VERBAGE.
 13) PLEASE PROVIDE INTERIOR FINISH
 INFORMATION FOR WALLS AND CEILING OF
 STORE.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910

Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2002-06-10 Cont ID  
Sent By pkrauss Date 2002-06-10 Time 16:47 Rev Time 0.35
Received By pkrauss Date 2002-06-10 Time 16:47 Sent To  
Notes
2002-06-10 00:00:00MANUFACTURED BUILDING INCLUDING WALK IN
 COOLER

Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2002-01-25 Cont ID  
Sent By pkrauss Date 2002-01-25 Time 13:19 Rev Time 0.50
Received By pkrauss Date 2002-01-25 Time 13:19 Sent To  
Notes
2002-01-25 00:00:00 
 PROVISO:
  
 PLAN SHEET H-1, DETAIL FOR THE
 COOLER/FREEZER CONDENSING UNIT
 INDICATES 1' 6" FROM THE ROOF TO THE
 TOP OF THE C.U. SUPPORT RAIL.1' 6"
 FROM ROOF SURFACE TO THE BOTTOM OF THE
 SUPPORT RAIL. (COUNTY WIDE AMMENDMENTS
 1997 SMC 304.2.5)
  
  
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.

Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2001-12-04 Cont ID  
Sent By pkrauss Date 2001-12-04 Time 09:35 Rev Time 1.00
Received By pkrauss Date 2001-12-04 Time 09:13 Sent To  
Notes
2001-12-04 00:00:00*******************PROVISO**************
  
 THIS APPROVAL IS FOR THE HVAC ONLY.
  
 PLEASE PROVIDE MANUFACTURER SUBMITTAL
 FOR CONDENSER UNIT STAND. A MINIMUM OF
 18" REQUIRED BETWEEN THE ROOF SURFACE
 AND THE BOTTOM OF THE SUPPORT RAIL.
  
 ADDITIONAL PERMITS REQUIRED FOR HOODS,
 FIRE SUPRESSION, WALK-IN
 COOLERS/FREEZERS & FUEL.PLEASE
 PROVIDE PLANS AND MANUFACTURER
 SUBMITTAL DATA/PRODUCT APPROVALS WITH
 MECHANICAL PERMIT APPLICATON.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.

Review Stop P PLUMBING
Rev No 2 Status P Date 2002-02-19 Cont ID  
Sent By kstevens Date 2002-02-19 Time 09:32 Rev Time 1.00
Received By kstevens Date 2002-02-19 Time 09:32 Sent To  
Notes
***NONE***

Review Stop P PLUMBING
Rev No 1 Status F Date 2001-11-21 Cont ID  
Sent By kstevens Date 2001-11-21 Time 19:12 Rev Time 1.50
Received By kstevens Date 2001-11-21 Time 19:12 Sent To  
Notes
2001-11-21 00:00:00DENIED
 REFERENCE: SPC-94 - FACBC-97
  
 1) PAGE L-2 IRRIGATION NOTES #8,
 LICENSED PLUMBING CONTRACTOR TO INSTALL
 BACKFLOW FOR IRRIGATION CONTRACTOR.
 2) SEPARATE PERMIT REQUIRED FOR IRRIGAT-
 ION.
 3) SEPARATE PERMIT REQUIRED FOR GREASE
 TRAP.
 4) GREASE TRAP TO BE SIZED AND LOCATED
 BY RODNEY COMPO AT CITY OF W.P.B. REG-
 IONAL WASTEWATER TREATMENT PLANT. PLEASE
 CONTACT MR COMPO AT (561) 837 4074.
 5) PAGE P-1, PLUMBING TO BE INSTALLED BY
 A LICENSED PLUMBING CONTRACTOR NOT GC AS
 SHOWN ON PLANS.
 6) PAGE P-1 GREASE LINE AND SANITARY
 LINE. 2 WAY CLEANOUTS ARE REQUIRED NEAR
 JUNCTION OF BLDG DRAIN AND BLDG SEWER
 PER SPC SEC 710.2.2
 7) PAGE P-1 STORM SEWER TO BE HOOKED UP
 BY LICENSED PLUMBING CONTRACTOR.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377

Review Stop Z ZONING
Rev No 1 Status P Date 2001-11-13 Cont ID  
Sent By sgraham Date 2001-11-13 Time 14:12 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
2001-11-13 00:00:00OK'D WITH LIGHTING PROVISO BY ERIC
 SCHNEIDER


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