Plan Review Details - Permit 03040745
Plan Review Stops For Permit 03040745
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2003-08-06 Cont ID  
Sent By hpiskura Date 2003-08-06 Time 09:28 Rev Time 0.00
Received By hpiskura Date 2003-08-06 Time 09:28 Sent To Z
Notes
2003-08-06 00:00:00PROVISO:
 PROVIDE A SEPARATE PERMIT WITH THE
 NECESSARY INFORMATION PRIOR TO
 INSTALLATION OR CONSTRUCTION FOR:
  
 1)THE METHOD OF PROTECTION FOR THE
 LIGHT TRANSMITTING ROOF PANELS FOR
 HURRICANE MISSLE IMPACT RESISTANCE.
  
 2)NOTICE OF ACCEPTANCE AND OR TEST
 REPORTS FOR THE DOORS AND WINDOWS ON
 THE BUILDING.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2003-07-18 Cont ID  
Sent By hpiskura Date 2003-07-17 Time 16:36 Rev Time 0.00
Received By hpiskura Date 2003-07-17 Time 06:39 Sent To  
Notes
2003-07-17 00:00:00SHEET SPC 1, NOTE 13 SPECIAL
 CONSTRUCTION DECLARE AN IMPORTANCE OF
 FACTOR OF 1.0.THE USA METAL BUILDING
 CALCULATIONS DATED 7/10/03 SHOW AN
 IMPORTANCE FACTOR OF 0.70 BEING USED ON
 PAGE 29.THIS IS NOT A CATEGORY I
 BUILDING IT IS AT LEAST A CATEGORY II
 (1.0 FACTOR) IF NOT A CATEGORY IV,
 (1.15) BEING AN ANCILLARY BUILDING TO
 AN ESSENTIAL FACILITY.PLEASE REVISE
 THE CALCULATIONS AND DESIGN AS NECESSARY
  
 ALSO, THE 0.7 DECLARED DOES NOT AGREE
 WITH THE 0.77 IN TABLE 6-1 OF ASCE 7-98.
  
 THE WAYNE DALTON DS-350 TEST REPORT,
 SIGNED, SEALED AND DATED 10/10/2000
 DECLARES A DESIGN PRESSURE OF 31 PSF
 FOR THE OVERHEAD DOORS.THIS IS LESS
 THAN THE PRESSURES CONTAINED IN THE
 ABOVE MENTIONED USA CALCULATIONS THAT
 SHOW PRESSURES OF 38 AND 46
 RESPECTIVELY FOR ZONES 4 AND 5 EVEN
 WHEN USING THE 30% REDUCTION.
  
 THE TEST REPORT DOES NOT INDICATE THE
 TEST PERIOD OF 3600/V AS REQUIRED BY
 FBC 1707.4.3.
  
 SHOW THE METHOD OF HURRICANE MISSILE
 IMPACT RESISTANCE FOR THE GLAZED
 SKYLIGHTS. SEE FBC 2604.1.2.1 AND FBC
 1606.1.4.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-06-20 Cont ID  
Sent By hpiskura Date 2003-06-20 Time 15:45 Rev Time 0.00
Received By hpiskura Date 2003-06-19 Time 11:47 Sent To  
Notes
2003-06-20 00:00:00THE AHRENS/UPHOFF PLAN SHEET 401 GRID
 LINES DO NOT AGREE THE XUAN CHENG PAGE
 TITLED "FOOTING PLAN" AND NEITHER OF
 THOSE MATCH THE USA "ANCHOR BOLTPLAN.
  
 THE CHEN PLAN SHOWS FOUR COLUMNS AT
 LINE4, THE USA AND UPHOFF PLANS THREE.
  
 WHO WILL BE ENGINEER OF RECORD?
 ARCHITECT UPHOFF OR XUAN
 CHEN, PE?PLEASE PROVIDE DESIGN
 RESPONSIBILITY IN ACCORDANCE WITH FAC
 61G15-31.
  
 THE CALCULATIONS BY USA DATED 6/4/03 DO
 NOT INVESTIGATE THE ROOF AND WALL
 SHEETING AND THEIR CONNECTIONS.
  
 THE XUAN CHEN CALCULATIONS HAVE A USA
 DESIGN DATA PAGE 4-64, THAT CITES THE
 1986 MBMA CODE FOR WIND DESIGN WHICH IS
 NOT ACCEPTABLE FOR THE 2001 FBC.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-04-25 Cont ID  
Sent By hpiskura Date 2003-04-24 Time 13:32 Rev Time 0.00
Received By hpiskura Date 2003-04-24 Time 10:59 Sent To  
Notes
2003-04-24 00:00:00THE FOUNDATION PLAN ON SHEET 401 OF THE
 AHREN'S PLANS DOES NOT AGREE WITH THE
 ANCHOR BOLT PLACEMENT PLAN ON THEUSA
 SHEET F1 OF 2.HAS THE ARCHITECT
 REVIEWED THE USA PLAN?
  
 PROVIDE A CONSTRUCTION DETAIL FOR THE
 ANCHOR BOLT PLATES TO BE LOCATED ON THE
 6' HIGH MASONRY WALL.
  
 PROVIDE COMPLETE STRUCTURAL
 CALCULATIONS FOR THE FOUNDATION AND
 MASONRY WALL SYSTEM. FBC 104.2
  
 PROVIDE THE SPECIFICATIONFOR THE
 REINFORCED MASONRY.SEE FBC 2103.1.
  
 THE USA CALCULATIONS DECLARE ALLOWABLE
 DEFLECTIONS TO USA/MBMA STANDARDS. THE
 CALCULATIONS MUST ALSO COMPLY WITH FBC
 1610.
  
 SEE ALSO FBC 1609 AND ALLOWABLE LOAD
 REDUCTIONS.
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2003-06-24 Cont ID  
Sent By dpalmer Date 2003-06-24 Time 10:35 Rev Time 1.00
Received By dpalmer Date 2003-06-24 Time 10:35 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-04-23 Cont ID  
Sent By dpalmer Date 2003-04-23 Time 16:02 Rev Time 0.75
Received By dpalmer Date 2003-04-23 Time 16:02 Sent To  
Notes
2003-04-23 00:00:00*************** UNSAT *************
  
 1)NOTE: PLEASE SHOW ALL CONTINUOUS LOADS
 AT 125%. 215-3/230-42
  
 2)NOTE: PLEASE SEE 225-31 FOR MEANS OF
 DISCONNECTING FEEDERS COMING TO NEW
 DETACHED BLDG.
  
 3)NOTE: PLEASE SHOW LOAD ON EXISTING
 PANEL THAT NEW FEED IS COMING FROM , TO
 INCLUDE NEW LOAD.215-5
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2003-04-15 Cont ID  
Sent By mamini Date 2003-04-15 Time 10:52 Rev Time 1.00
Received By mamini Date 2003-04-15 Time 10:52 Sent To  
Notes
2003-04-15 00:00:00PASSED WITH PROVISOS:
 1. A RPZ BACKFLOW PREVENTER WILL NEED TO
 BE INSTALLED IN WATER LINE TO THIS
 FACILITY.
 2. A CLEAN OUT MUST BE INSTALLED IN
 SANITARY SEWER LATERAL PRIOR TO
 CONNECTING TO EXISTING MANHOLE.
 3. CONTACT RODNEY COMPO AT 837-4051 EXT.
 4074 FOR SAND/ OIL SEPARATOR REQUIREMENT
 AND SIZE.
 4. ABOVE ITEMS MUST BE INSTALLED PER
 PUBLIC UTILITIES ENGINEERING STANDARD
 AND APPROVAL, 659-8040.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2003-06-30 Cont ID  
Sent By nmccray Date 2003-06-30 Time 14:20 Rev Time 0.00
Received By nmccray Date 2003-06-30 Time 14:20 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2003-04-24 Cont ID  
Sent By nmccray Date 2003-04-24 Time 10:09 Rev Time 0.00
Received By nmccray Date 2003-04-24 Time 09:51 Sent To  
Notes
2003-04-24 00:00:001) PLEASE PROVIDE INFORMATION ON WHAT
 BE STORED IN THIS BUILDING.
  
 2) WILL THERE BE ANY FLAMMABLE OR
 COMBUSTIBLE LIQUIDS OR SOLIDS STORED IF
 SO HOW MUCH.
  
 3) THIS INFORMATION IS NEEDED TO
 DETERMINE THE CLASSIFICATION OF HAZARD.
  
 NATE MCCRAY, CAPTAIN
 659-8096, EXT 8497
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-06-09 Cont ID  
Sent By shernand Date 2003-06-09 Time 09:15 Rev Time 0.00
Received By shernand Date 2003-06-09 Time 09:15 Sent To  
Notes
2003-06-09 00:00:00COMM BOARD #40
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-04-10 Cont ID  
Sent By shernand Date 2003-04-10 Time 14:24 Rev Time 0.00
Received By shernand Date 2003-04-10 Time 14:24 Sent To  
Notes
2003-04-10 00:00:00COMM BOARD #49
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2003-04-26 Cont ID  
Sent By hmoser Date 2003-04-26 Time 11:59 Rev Time 0.25
Received By hmoser Date 2003-04-26 Time 11:59 Sent To  
Notes
2003-04-26 00:00:00NO MECHANICAL PLANS.
 MECHANICAL CONTRACTOR MUST SUBMIT PLANS
 WITH PERMIT APPLICATION
 PLAN REVIEW BY HAROLD MOSER
 (561)805-6732
Review Stop P PLUMBING
Rev No 2 Status P Date 2003-06-30 Cont ID  
Sent By kstevens Date 2003-06-30 Time 16:38 Rev Time 0.50
Received By kstevens Date 2003-06-30 Time 16:37 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2003-04-26 Cont ID  
Sent By kstevens Date 2003-04-26 Time 10:38 Rev Time 1.00
Received By kstevens Date 2003-04-26 Time 10:47 Sent To  
Notes
2003-04-26 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 ADMIN. CODE, CHAPTER
 ONE & AMENDS.
  
 1) SHT 101 WATER SERVICE, PVC SHALL NOT
 BE USED PER TABLE 605.5
 2) SHT 301 MINIMUM FACILITIES, PER TABLE
 403.1 A W/C, LAV, DRINKING FOUNTAIN, AND
 A SERVICE SINK ARE REQUIRED.
 3) SHT 501 PLEASE CONTACT RODNEY COMPO,
 ENVIRONMENTAL COMPLIANCE, INDUSTRIAL
 PRETREATMENT FOR SIZE OF SAND INTERCEP-
 TOR. WASTE ORD. #2938-96. (561) 837-4074
 4) SHT 501 PER 104.3.1.1 A SANITARY
 RISER DIAGRAM IS REQUIRED.
 5) SHT 501 THE 3" VENT SHALL CONNECT
 ABOVE THE CENTER LINE OF THE HORIZONTAL
 DRAIN PIPE. SECTION 905.3
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
 (561) 805-6721
 FAX (561) 653-2692
Review Stop Z ZONING
Rev No 1 Status P Date 2003-08-06 Cont ID  
Sent By hpiskura Date 2003-08-06 Time 09:40 Rev Time 0.00
Received By mmclean Date   Time   Sent To  
Notes
2003-08-06 00:00:008/6/03 PASS OK PER SHIRLEY MM


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved