Plan Review Details - Permit 02110845
Plan Review Stops For Permit 02110845
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2003-02-26 Cont ID  
Sent By jwitmer Date 2003-02-26 Time 16:33 Rev Time 2.00
Received By jwitmer Date 2003-02-26 Time 16:29 Sent To  
Notes
2003-02-26 00:00:00WEDNESDAY FEBRUARY 26,2003
 BUILDING PROVISO:
 FL BLDG 1909.3 (EXEPTION# 2)
 CONCRETE SLABS ON GRADE CONTAINING 6X6/
 W1.4XW1.4 WELDED WIRE REINFORCEMENT
 FABRIC LOCATED IN THE MIDDLE TO THE
 UPPER 1/3RD OF THE SLAB SHALL BE SUP-
 PORTED BY APPROVED MATERIALS OR SUPPORTS
 AT SPACING NOT TO EXCEED 3 FT OR IN
 ACCORDANCE WITH MANUFACTURER'S SPEC.
 BUILDING PLAN REVIEW
 JIM WITMER
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2002-12-19 Cont ID  
Sent By sgraham Date 2003-02-06 Time 10:36 Rev Time 3.50
Received By jwitmer Date 2002-12-18 Time 14:15 Sent To  
Notes
2002-12-18 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02110845
 ADD: 1640 CLARE AVE
 CONT: MURPHY
 TEL: (561)655-3634
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 NOTES:
 1) BLDG LOCATION IS LOCATED IN A FIRE
 ZONE.
 2) BLDG LOCATION IS IN A A9 FLOOD ZONE,
 THE BASE FINISH FLOOR ELEVATION SHALL
 BE 13.5' BY CITY ORDINANCE.
  
 COMMENTS:
 1) DISCREPANCY BETWEEN THE SURVEY AND
 SITE PLAN WITH THE SITE PLAN. THE DIMEN-
 SION OF 113' ARE REVERSED ON THE SITE
 PLAN MAKING THE CURB CUTS ONTO THE
 RIGHT OF WAY FOR THE SEABOARD RAILWAY.
  
 2) 3201.1 BUILDING IN THE RIGHT OF WAY.
 THE DIMENSION OF 108' PLUS THE 5'-0"
 SET BACK WILL MAKE THE REAR OF THE BUILD
 ING (FOUNDATION) BE PAST THE PROPERTY
 LINE.
  
 3) TABLE 600 TYPE V BUILD. REQUIRES A
 3HR WALL, @ PROPERTY LINE, WHAT TYPE OF
 AGGREGATE SHALL BE USED?SEE TABLE709.3.1
  
 4) 704.5.2 PARAPET WALLS TYPE V CONSTRUC
 TION EXTERIOR WALLS SHALL EXTEND NOT
 LESS THAN 18" ABOVE THE ROOF. SEE A-2
  
 5) GENERAL NOTES (1) BUILDING CODE IN
 AFFECT IS THE 2001 FLORIDA BUILDING CODE
 CORRECT.
  
 6)FIGURE 1606 WIND-BORNE DEBRIS
 REGION; INDICATES THAT W.P.B. CITY OF IS
 LOCATED IN THE 140 MPH ZONE. PLANS ARE
 TO INDICATE THIS.
  
 7)FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 8) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED. MISSING REPORTS:
 A) SWING DOORS
 B) GARAGE DOORS
 C) ROOFING ASSEMBLIES ROOFING & INSULA-
 INSULATION.
  
 9) 1707.4.3 EACH EXTERIOR DOOR
 ASSEMBLY NOT COVERED BY 1707.4.2
 (GLAZED DOORS) SHALL BE LISTED AND TEST-
 ED FOR A PERIOD EQUAL TO THE QUANITY
 3600/ V WHERE THE TIME PERIOD IS IN
 SECTIONS AND V IS IN MILES PER HR TAKEN
 FROM FIGURE 1606. THE TIME PERIOD SHALL
 ALSO INCLUDE A 10 SECOND PERIOD AT A
 LOAD EQUAL TO 1.5 TIMES THE DESIGN
 PRESSURE. DADE COUNTY & SBCCI REPORTS
 ARE ACCEPTED.
  
 10)FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 PROVIDE SOILS REPORT, MINMIMUM BEARING
 VALUE, SIGNED & SEALED.
  
 11) FL BLDG 1909.3 (EXEPTION# 2)
 CONCRETE SLABS ON GRADE CONTAINING 6X6/
 W1.4XW1.4 WELDED WIRE REINFORCEMENT
 FABRIC LOCATED IN THE MIDDLE TO THE
 UPPER 1/3RD OF THE SLAB SHALL BE SUP-
 PORTED BY APPROVED MATERIALS OR SUPPORTS
 AT SPACING NOT TO EXCEED 3 FT OR IN
 ACCORDANCE WITH MANUFACTURER'S SPEC.
  
 12) 1203.4.2 EVERY TOLIET ROOM SHALL
 HAVE WINDOWS AS SPECIFIED FOR HABITABLE
 ROOMS PROVIDING IN NO CASE LESS THAN 3
 SQ FT OPEN SPACE, OR HAVE APPROVED EQUIV
 ALENT VENTILATION.
 MECH: TABLE 403.3 PUBLIC SPACES
 TOLIET ROOMS 50 CFM/ W. C. FOOTNOTE "B"
 MECH EXHAUST REQUIRED & RECIRCULATION
 IS PROHIBITED.
  
 13) SECTION 6/A3 INDICATES A TENANT
 SEPERATION WALL BUT THE DEPICTED DRAWING
 INDICATES A VOID SPACE ABOVE THE BEAM.
 INDICATE UL LISTING FOR THE VOID SPACE
 AND HR RATING.
  
 14) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 THE PLANS INDICATE STRUCTURAL DRAWINGS
 BY OTHERS, PLEASE SUBMIT SIGNED/ SEALED
 PLANS AND ENGINEERING FOR THE TWIN T
 ROOFING SYSTEM.
  
 15)BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING THE SHEET OR SPECIFICATION PAGE
 WHERE THE CHANGES CAN BE FOUND, WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU
 FOR YOUR ANTICIPATED COOPERATION.
 JIM WITMER
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2003-03-11 Cont ID  
Sent By dpalmer Date 2003-03-11 Time 17:11 Rev Time 0.50
Received By dpalmer Date 2003-03-11 Time 17:08 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2003-02-21 Cont ID  
Sent By dpalmer Date 2003-02-21 Time 07:49 Rev Time 0.50
Received By dpalmer Date 2003-02-21 Time 07:49 Sent To  
Notes
2003-02-21 00:00:00*********** UNSAT ****************
  
 1)NOTE: PLEASE SEE COMMENTS FROM FIRST
 REVIEW, AIC RATING IS NOW SHOWN FOR
 TYPICAL PANEL, BUT NOT FOR MAIN DISC`S.
 PLEASE SHOW.
  
 2)NOTE: IT WAS NOTED ON PLAN FOR CIRCUIT
 -ING TO MEET 700-12E FOR EM/EXT LTS,BUT
 CIRCUITS ARE STILL LABELED AS SEPARATE.?
  
 3)NOTE: PLEASE SHOW EQUIPMENT GROUNDING
 CONDUCTOR BETWEEN MAIN DSIC`S AND PANELS
 SIZE PER 250-122
  
 4)NOTE: PLEASE CLARIFY VOLTAGE SHOWN
 AS 150/208, SHOULD BE 120/208
  
 5)NOTE: PLEASE SHOW A "PANEL" SCHEDULE.
 SHOWN NOW W/ 2500 W ON 15A BRKR AND #14
 AWG.
  
  
 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 E ELECTRICAL
Rev No 1 Status F Date 2002-11-25 Cont ID  
Sent By dpalmer Date 2002-11-25 Time 13:43 Rev Time 1.00
Received By dpalmer Date 2002-11-25 Time 13:43 Sent To  
Notes
2002-11-25 00:00:00**************** UNSSAT **************
  
 1)NOTE: PLEASE NOTE CIRCUITING FOR
 EM/EXIT LT NEED TO MEET 70012E
  
 2)NOTE:PLEASE SUBMIT AIC RATING FOR ALL
 NEW SERVICE EQUIPMENT BEING INSTALLED.
 PLEASE NOTE, MAINS/PANELS/BRKRS ARE TO
 BE RATED FOR THE AVAILABLE FAULT CURRENT
 PER 110-9/ 215-5.
  
 3)NOTE:PLEASE NOTE ALL HAND DRAWN CHANGE
 -S ON PLANS MUST BE RE-PRINTED OR EACH
 CHANGE MUST BE SIGNED AND DATED BY THE
 ENGINEER OF RECORD.
  
 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 3 Status P Date 2003-02-27 Cont ID  
Sent By mamini Date 2003-02-27 Time 08:13 Rev Time 1.00
Received By mamini Date 2003-02-27 Time 08:13 Sent To  
Notes
2003-02-27 00:00:00PASSED :
 1. SEE PERMIT # 03022078 FOR UNDERGROUND
 UTILITIES AND SITE WORKS.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2003-02-10 Cont ID  
Sent By mamini Date 2003-02-10 Time 15:58 Rev Time 2.00
Received By mamini Date 2003-02-10 Time 15:58 Sent To  
Notes
2003-02-10 00:00:00FAILED;
 1. PLEASE NOTE THAT A SEPARATE PERMIT
 APPLICATION AND FEES FOR UNDERGROUND
 UTILITIES AND SITE WORKS WILL BE
 REQUIRED.
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2002-11-22 Cont ID  
Sent By mamini Date 2002-11-22 Time 11:02 Rev Time 3.00
Received By mamini Date 2002-11-22 Time 11:02 Sent To  
Notes
2002-11-22 00:00:00FAILED:
 1. INADEQUATE INFORMATIONS FOR CIVIL
 ENGINEERING REVIEW;
 A. PLEASE PROVIDE STORM WATER CALC.
 FOR OUR REVIEW AND APROVAL.
 B. DETAILS FOR THE PROPOSED EXFILTRATION
 MUST BE PROVIDED.
 C. PLEASE SHOW DETAILS, TYPE FOR THE
 CATCH BASINS.
 D. PLEASE SHOW HOW THE EXISTING LOT AS
 SHOWN IS BEING ACCSESSED.
 E. ALL DRIVEWAYS MUST BE CONSTRUCTED PER
 CITY OF WPB REQUIREMENTS AND STANDARD.
 F. DUMSTER ENCLOUSRE MUST BE CONSTRUCTED
 PER CITY OF WPB, IF TO BE PICKED UP BY
 THE CITY.
 G. POLLUTION PREVENTION PLAN MUST BE
 PROVIDED, NOTE TO THE CONTRACTOR.
 H. A RPZA BACKFLOW PREVENTER WILL NEED
 TO BE INSTALLED, IF NOT ALREADY IN PLACE
 ,AT THE WATER METER ON PRIVATE PROPERTY.
 ALL BACKFLOW PREVENTERS MUST COMPLETLY
 HIDDEN FOM VIEW WITH SHRUBS PRIOR TO
 ACTIVATION.SHOW THE LOCATION IF THERE
 IS ONE.
 I. A CLEAN OUT WILL NEED TO BE INSTALLED
 IN SANITARY SEWER LATERAL, ON THE
 PROPERTY, AT BACK OF THE SIDEWALKS, IF
 NOT ALREADY INTALLED. PLEASE SHOW THE
 LOCATIONS AND CONNECTION TO ALL THE CITY
 SERVICES.
 J. ALL OFF STREET PARKING STALLS MUST BE
 PAINTED WITH DOUBLE 4" WIDE PAINT.
 K. CITY STANDARDS MAY BE OBTAINED FROM
 PUBLIC UTILITIES ENGINEERING SERVICES
 DEPARTMENT, MR. MANNY GONZALEZ, 659-8040
  
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2003-02-26 Cont ID  
Sent By mcarsill Date 2003-02-26 Time 10:34 Rev Time 0.00
Received By mcarsill Date 2003-02-26 Time 10:33 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2002-11-22 Cont ID  
Sent By mcarsill Date 2002-11-22 Time 16:37 Rev Time 0.00
Received By mcarsill Date 2002-11-22 Time 16:37 Sent To  
Notes
2002-11-22 00:00:001) SITE PLAN DOES NOT INDICATE FIRE
 HYDRANT LOCATIONS.
  
 2) WHAT WILL BE STORED OR PROCESSED
 WITHIN THE BUILDING.
  
 3) PLEASE INDICATE TENANT SEPARATION
 BETWEEN WAREHOUSES. PROVIDE UL NUMBER.
  
 4) PLEASE INDICATE IF BUILDING IS
 PLANNED TO BE FIRE SPRINKLER
 PROTECTED.
  
 5) BUILDING ADDRESS REQUIRED ON
 BUILDING.
  
 6) PLEASE INDICATE LOCATIONS OF
 EMERGENCY LIGHTING.
  
 7) PLEASE REVIEW WINDOWLESS BUILDINGS
 SECTION IN THE 2000 EDITION OF THE
 LIFE SAFETY CODE.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-02-06 Cont ID  
Sent By dpalmer Date 2003-02-06 Time 16:38 Rev Time 0.00
Received By dpalmer Date 2003-02-06 Time 16:38 Sent To  
Notes
2003-02-06 00:00:00TO COMM BOARD #62
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2002-11-20 Cont ID  
Sent By btrobaug Date 2002-11-20 Time 14:44 Rev Time 0.00
Received By btrobaug Date 2002-11-20 Time 14:44 Sent To  
Notes
2002-11-20 00:00:00TO COMM BOARD# 29./WRT
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2002-11-15 Cont ID  
Sent By dpalmer Date 2002-11-15 Time 11:28 Rev Time 0.00
Received By dpalmer Date 2002-11-14 Time 11:28 Sent To Z
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2003-02-18 Cont ID  
Sent By pkrauss Date 2003-02-18 Time 13:01 Rev Time 0.35
Received By pkrauss Date 2003-02-18 Time 13:01 Sent To  
Notes
2003-02-18 00:00:00NO MECHANICAL PLANS SUBMITTED WITH
 PERMIT APPLICATION.PLEASE PROVIDE
 PLANS AND OUTSIDE AIR CALCULATIONS AS
 PER 2001 FBC(M) TABLE 403.3 OR ASHRAE
 62-89.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop P PLUMBING
Rev No 2 Status P Date 2003-02-08 Cont ID  
Sent By kstevens Date 2003-02-08 Time 07:40 Rev Time 0.75
Received By kstevens Date 2003-02-08 Time 07:39 Sent To  
Notes
2003-02-08 00:00:00PASSED/PROVISO
  
 CUP DISPENSER REQUIRED AT DRINKING
 FOUNTAIN. 11-4.1.3(10)(A)
Review Stop P PLUMBING
Rev No 1 Status F Date 2002-12-09 Cont ID  
Sent By kstevens Date 2002-12-09 Time 16:32 Rev Time 0.50
Received By kstevens Date 2002-12-09 Time 16:32 Sent To  
Notes
2002-12-09 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 11
  
 1) PER TABLE 403.1 A DRINKING FOUNTAIN
 AND A SERVICE SINK IS REQUIRED IN EACH
 WAREHOUSE "A" AND "B". IF WATER COOLERS
 ARE USED PER SECTION 410.1 THEN THEY
 SHALL BE ARI-1010 COMPLIANT AND MANUF.
 INFO IS REQUIRED. IF WAREHOUSE IS DIVID-
 ED FURTHER THAN A DRINKING FOUNTAIN AND
 SERVICE SINK SHALL BE REQUIRED FOR EACH
 SPACE.
 2) RPZ BACKFLOW PREVENTER IS REQUIRED ON
 EACH WATER SERVICE.
 3) PLEASE PROVIDE A WATER RISER DIAGRAM.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop Z ZONING
Rev No 2 Status P Date 2003-02-06 Cont ID  
Sent By sgraham Date 2003-02-06 Time 10:36 Rev Time 0.00
Received By sgraham Date   Time   Sent To B
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2002-11-18 Cont ID  
Sent By dpalmer Date 2002-11-15 Time 11:28 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
2002-11-18 00:00:00DENIED NEED LEVEL I SITE PLAN


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