Plan Review Details - Permit 03052145
Plan Review Stops For Permit 03052145
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2003-08-04 Cont ID  
Sent By alange Date 2003-08-11 Time 11:28 Rev Time 2.00
Received By rmcdouga Date 2003-08-04 Time 14:24 Sent To  
Notes
2003-08-04 00:00:00BUILDING PROVISO
  
 1) STRUCTURE IS LOCATED IN AN "AO" FLOOD
 ZONE AN ELEVATION CERTIFICATE WILL BE
 REQUIRED.
  
 2)THE PRELIMINARY SOIL REPORT RECOMMENDS
 ADDITIONAL TESTING. CONTRACTOR WILL BE
 CONTINUING AT HIS OWN RISK WITHOUT
 ADDITIONAL TESTING.
  
 3) SUBMIT PRODUCT APPROVALS FOR THE TWO
 27-3/8" X 24" FIXED GLASS WINDOWS WITH
 DESIGN PRESSURES GREATER THAN -45.3 AND
 +34.4 PSF THAT IS REQUIRED BY THE PLANS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-07-18 Cont ID  
Sent By alange Date 2003-07-31 Time 16:51 Rev Time 4.00
Received By rmcdouga Date 2003-07-18 Time 11:24 Sent To  
Notes
2003-07-18 00:00:00DENIED BY BUILDING
  
 1) THE SITE SPECIFIC ENGINEERING DOES
 NOT CORRESPOND TO THE WINDOW SIZES ON
 THE PLANS. THE JOB/SITE LOCATION IS NOT
 LISTED ON THE FORM. THE DESIGNER OF
 RECORD IS REQUIRED TO SIGN AND SEAL THE
 FORM OR PROVIDE A SIGNED AND SEALED
 LETTER REFERENCING THE PRODUCTS AND
 JOB LOCATION.
  
 2) SUBMIT A LETTER FROM AL-FAROOQ CORP.
 (SIGNED AND SEALED) STATING THAT THE
 SITE SPECIFIC DRAWINGS FOR THE MULLIONS
 HAVE BEEN REVIEWED AND APPROVED BY THEM
 AS REQUIRED BY THE PRODUCT EVALUATION
 DOCUMENT THAT WAS SUBMITTED. SEE NOTES
 #3 AND D ON DRAWING NO. M96-08B. SHEET 1
 OF 3.
  
 3)PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR:
 - GLASS BLOCK
 - 16' WIDE GARAGE DOOR
 - DOUBLE OUTSWING FRONT DOORS
 - STORM PANELS
  
 4)THE PRELIMINARY SOIL REPORT RECOMMENDS
 ADDITIONAL TESTING. CONTRACTOR WILL BE
 CONTINUING AT HIS OWN RISK WITHOUT
 ADDITIONAL TESTING.
  
 5) STRUCTURE IS LOCATED IN AN "A0" FLOOD
 ZONE AN ELEVATION CERTIFICATE WILL BE
 REQUIRED.
  
 6) THE ROOF SLOPE ON THE KNEZEVICH
 SCHEDULE FOR THE STORM PANELS HAS THE
 WRONG ROOF PITCH LISTED. THE PLANS
 SPECIFY A 5 INCH PER FOOT ROOF SLOPE.
 THE NEGATIVE PRESSURE FOR OPENING #14
 IS HIGHER ON THE KNEZEVICH SCHEDULE THAN
 LISTED ON THE INSTALLATION SCHEDULE.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-07-01 Cont ID  
Sent By shernand Date 2003-07-17 Time 10:28 Rev Time 5.00
Received By rmcdouga Date 2003-06-30 Time 07:35 Sent To  
Notes
2003-06-30 00:00:00BUILDING DENIED
  
 1) 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.
  
 2) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 3) THE STRUCTURE IS LOCATED IN AN "AO"
 FLOOD ZONE AN ELEVATION CERTIFICATE WILL
 BE REQUIRED.
  
 4) PROVIDE A FINAL SOIL BORING TEST
 REPORT AS REQUIRED BY PRELIMINARY SOILS
 REPORT AND CITY AMEND. TO FBC 1804.2.2.
  
 5) REVISE NOTE #11 ON C-1. FBC 1606.1.4
 REQUIRES PROTECTION OF GLAZED OPENINGS
 IN WINDBORNE DEBRIS REGIONS AS WELL AS
 THE HVHZ AREAS.
  
 6) THE GLASS BLOCK AT THE MASTER BEDROOM
 TUB IS IN A HAZARDOUS LOCATION AND IS
 REQUIRED TO HAVE A MINIMUM UNIFORM FACE
 THICKNESS OF 0.25" PER FBC 2405.2.2(5).
 PLEASE NOTE ON PLANS.
  
 7) SPECIFY THE LENGTH/EMBED DEPTH OF THE
 1/2"DIA. ANCHOR BOLTS USED TO FASTEN THE
 2X6 GARAGE DOOR JAMB ON THE DETAIL ON
 A4.
  
 8) CLARIFY ON THE BUCK DETAIL FOR THE
 SLIDING GLASS DOOR ON A4 THAT THE FRAME
 IS FASTENED THROUGH THE 1X BUCK.
  
 9) PROVIDE A TRUSS CONNECTOR SCHEDULE.
 FBC 1609.4.3 NO LONGER ALLOWS THE ONE-
 THIRD INCREASE IN STEEL CALCULATIONS.
 SEE THE 2003 USP OR 2002 SIMPSON HIGH-
 WIND CONSTRUCTION CATALOGS FOR TRUSS
 CONNECTOR VALUES WITHOUT THE INCREASE.
  
 10) PROVIDE DOCUMENTATION THAT THE USP
 MSH 218 HANGER CAN BE USED AS A TRUSS
 ANCHOR AND PROVIDE UPLIFT VALUES. THE
 USP TA 14R HAVE AN UPLIFT VALUE OF 1720#
 FOR DOUBLE STRAPS ON A ONE PLY TRUSS.
 ADJUST THE UPLIFT VALUE FOR DETAIL 13 ON
 A6 ACCORDINGLY.
  
 11) REVISE THE CONNECTION DETAIL 2 ON A5
 THE MAXIMUM UPLIFT VALUE IS 1125# WITH
 (7) 16D NAILS IN EACH MEMBER. SEE 2003
 USP CATALOG.
  
 12) DETAIL 11 ON A5 SPECIFIES A HANGER
 ON A MASONRY WALL FASTENED WITH (2) 5/8"
 THROUGH BOLTS ON EACH SIDE. PLEASE
 CLARIFY.
  
 13) AN ID. TAG FOR A DETAIL 1 ON A6 IS
 GIVEN ON THE FRAMING PLAN ON A5 AND THE
 BRACING PLAN ON A-6, HOWEVER, THERE IS
 NO SUCH DETAIL. PLEASE CORRECT.
  
 14) AN ID. TAG FOR A DETAIL 1 ON A8 IS
 GIVEN ON THE FRAMING PLAN ON A5, HOWEVER
 THERE IS NO SHEET A8. PLEASE CORRECT.
  
 15) THE ENERGY CALCULATIONS DO NOT
 INCLUDE THE AREA OF THE CEILINGS THAT
 ARE COFFERED. SEE FBC CHAPTER 13 SECTION
 604.1.A.1.
  
 16) SUBMIT SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR STORM PANELS.
  
 17) THE SITE SPECIFIC ENGINEERING DOES
 NOT CORRESPOND WITH ALL OF THE WINDOW
 SIZES INDICATED ON THE PLANS. PLEASE
 REVISE. THE SITE LOCATION IS REQUIRED TO
 BE INDICATED ON THE FORM. THE FORM IS
 REQUIRED TO BE SEALED BY THE DESIGNER OF
 RECORD FOR THE STRUCTURE.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2004-01-30 Cont ID  
Sent By dpalmer Date 2004-01-30 Time 10:30 Rev Time 0.33
Received By dpalmer Date 2004-01-30 Time 10:30 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2004-01-27 Cont ID  
Sent By csiegber Date 2004-01-29 Time 10:18 Rev Time 0.50
Received By dpalmer Date 2004-01-27 Time 11:29 Sent To  
Notes
2004-01-27 00:00:00************** UNSAT *****************
  
 1)NOTE: PLEASE MOVE SD INTO MASTER
 BEDROOM . NFPA-72
  
 2)NOTE: PLEASE SEE MISSING RECEPT PER
 210.52 DINING RM.
  
 3)NOTE: PLEASE PROVIDE SIGNATURE ON
 PLANS AS REQ'D NDER FS 481.221.
 A FULL SIGNATURE AS SHOWN ON LICENSE
 WITH STATE.HOW LICENSE WAS SIGNED WITH
 STATE IS HOW PLANS ARE REQ'D TO BE
 SIGNED.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2003-06-12 Cont ID  
Sent By shernand Date 2003-06-04 Time 14:37 Rev Time 0.50
Received By btrobaug Date 2003-06-12 Time 06:18 Sent To P
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2004-01-29 Cont ID  
Sent By csiegber Date 2004-01-29 Time 10:18 Rev Time 0.00
Received By csiegber Date 2004-01-29 Time 10:18 Sent To E
Notes
2004-01-29 00:00:00TO DP DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2003-08-11 Cont ID  
Sent By alange Date 2003-08-11 Time 11:27 Rev Time 0.00
Received By alange Date 2003-08-11 Time 11:27 Sent To B
Notes
2003-08-11 00:00:00TO RM DESK
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2003-08-06 Cont ID  
Sent By alange Date 2003-08-06 Time 11:47 Rev Time 0.00
Received By alange Date 2003-08-06 Time 11:47 Sent To B
Notes
2003-08-06 00:00:00TO RM DESK
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2003-07-31 Cont ID  
Sent By alange Date 2003-07-31 Time 16:51 Rev Time 0.00
Received By alange Date 2003-07-31 Time 16:51 Sent To B
Notes
2003-07-31 00:00:00TO RM DESK
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-07-18 Cont ID  
Sent By shernand Date 2003-07-18 Time 13:03 Rev Time 0.00
Received By shernand Date 2003-07-18 Time 13:03 Sent To B
Notes
2003-07-18 00:00:00RM DESK
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-07-17 Cont ID  
Sent By shernand Date 2003-07-17 Time 10:28 Rev Time 0.00
Received By shernand Date 2003-07-17 Time 10:28 Sent To B
Notes
2003-07-17 00:00:00RM DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-06-04 Cont ID  
Sent By shernand Date 2003-06-04 Time 14:36 Rev Time 0.00
Received By shernand Date 2003-06-04 Time 14:36 Sent To E
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-06-02 Cont ID  
Sent By mmclean Date 2003-06-03 Time 10:02 Rev Time 0.00
Received By shernand Date 2003-06-02 Time 09:35 Sent To Z
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2003-06-21 Cont ID  
Sent By jleech Date 2003-06-21 Time 10:51 Rev Time 0.50
Received By hmoser Date 2003-06-21 Time 11:18 Sent To B
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2003-06-21 Cont ID  
Sent By btrobaug Date 2003-06-12 Time 06:32 Rev Time 0.25
Received By jleech Date 2003-06-21 Time 10:51 Sent To M
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2003-08-11 Cont ID  
Sent By rmcdouga Date 2003-08-11 Time 14:48 Rev Time 1.00
Received By rmcdouga Date 2003-08-11 Time 14:48 Sent To  
Notes
2003-08-11 00:00:00REVISION DENIED
  
 1)SUBMIT A REVISED INSTALLATION SCHEDULE
 THAT CORRESPONDS TO THE DESIGN PRESSURES
 ON THE WINDLOAD CALCULATIONS FROM
 KNEZEVICH. REVIEW THE ANCHOR SPACING
 SPECIFIED ON THE STORM PANEL
 INSTALLATION SCHEDULE BASED ON THE
 HIGHER DESIGN PRESSURES INDICATED IN THE
 KNEZEVICH CALCULATIONS.
Review Stop Z ZONING
Rev No 1 Status P Date 2003-06-03 Cont ID  
Sent By shernand Date 2003-06-02 Time 09:35 Rev Time 1.00
Received By mmclean Date   Time   Sent To I
Notes
***NONE***


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