Plan Review Details - Permit 03052143
Plan Review Stops For Permit 03052143
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2003-08-04 Cont ID  
Sent By alange Date 2003-08-06 Time 15:57 Rev Time 2.00
Received By rmcdouga Date 2003-08-04 Time 11:04 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) SUBMIT PRODUCT APPROVAL FOR THE 96"X
 72" FIXED GLASS WINDOW WITH THE 96"X 23"
 F.G.WINDOW ABOVE.
  
 3) SUBMIT PRODUCT APPROVAL FOR THE TWO
 27-3/8" X 24" FIXED GLASS WINDOWS WITH
 DESIGN PRESSURES GREATER THAN -45.3 AND
 +34.4 PSF THAT IS LISTED ON THE PLANS.
  
 4)THE PRELIMINARY SOIL REPORT RECOMMENDS
 ADDITIONAL TESTING. CONTRACTOR WILL BE
 CONTINUING AT HIS OWN RISK WITHOUT
 ADDITIONAL TESTING.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-07-18 Cont ID  
Sent By alange Date 2003-07-31 Time 16:54 Rev Time 4.00
Received By rmcdouga Date 2003-07-18 Time 16:41 Sent To  
Notes
2003-07-18 00:00:00DENIED BY BUILDING
  
 1) DETAIL 11 ON A5 SPECIFIES A HANGER
 FASTENED TO A MASONRY WALL WITH (2) 5/8"
 THROUGH BOLTS ON EACH SIDE. PLEASE
 CORRECT.
  
 2) THE PRODUCT APPROVAL FOR THE GARAGE
 DOOR IS MISSING PAGES AND THE DRAWING IS
 NOT LEGIBLE.
  
 3) THE PRODUCT APPROVAL FOR THE DOUBLE
 OUTSWING DOOR IS ILLEGIBLE.
  
 4) THE PRODUCT APPROVAL FOR THE SLIDING
 GLASS DOOR IS MISSING PAGS 4-6 OF THE
 APPROVED DRAWINGS.
  
 5)THE PRELIMINARY SOIL REPORT RECOMMENDS
 ADDITIONAL TESTING. CONTRACTOR WILL BE
 CONTINUING AT HIS OWN RISK WITHOUT
 ADDITIONAL TESTING.
  
 6) THE SITE SPECIFIC ENGINEERING DOES
 NOT LIST WINDOW #11 FROM THE PLANS. THIS
 IS THE 96"X 72" F.G. WINDOW WITH THE
 96"X 23" F.G. ABOVE IT. THE NEGATIVE
 WINDLOAD PRESSURE LISTED ON THE PLANS
 FOR WINDOWS #14 AN #15 (-45.3PSF)
 EXCEEDS THE DESIGN PRESSURE SPECIFIED ON
 THE SITE SPECIFIC PRODUCT APPROVAL.
  
 7) SUBMIT A SIGNED AND SEALED LETTER
 FROM AL-FAROOQ CORPORATION 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 NUMBER
 M96-08B SHEET 1 OF 3.
  
 8) THE SLOPE ON THE KNEZEVICH WINDLOAD
 SCHEDULE IS INCORRECT. THE PLANS
 INDICATE A 5/12 PITCH. THE STORM PANEL
 INSTALLATION SCHEDULE LISTS A PRESSURE
 OF -74.9 PSF FOR OPENINGS 5,6 AND 14,
 WITH PANEL LENGTHS OF 108". THE MAXIMUM
 PRESSURE LISTED ON THE PRODUCT APPROVAL
 IS -74.3PSF FOR PANELS UP TO 70" IN
 LENGTH AND -72 FOR ALL OTHERS. SEE PAGES
 13, 14 AND 15 OF THE PRODUCT APPROVAL.
 SUBMIT CORRECT INSTALLATION SCHEDULE OR
 APPLY UNDER A SEPARATE PERMIT.
  
 9) STRUCTURE IS LOCATED IN A "AO" FLOOD
 ZONE AN ELEVATION CERTIFICATE WILL BE
 REQUIRED.
  
 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 2003-07-18 Time 13:03 Rev Time 5.00
Received By rmcdouga Date 2003-07-01 Time 08:45 Sent To  
Notes
2003-07-01 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) THE STRUCTURE IS LOCATED IN AN "AO"
 FLOOD ZONE AN ELEVATION CERTIFICATE WILL
 BE REQUIRED.
  
 3)SUBMIT A FINAL SOIL BORING TEST REPORT
 AS REQUIRED BY THE PRELIMINARY SOIL
 REPORT AND CITY AMEND. TO FBC 1804.2.2.
  
 4) REVISE NOTE #11 UNDER PLAN NOTES ON
 C1. FBC 1606.1.4 REQUIRES PROTCTION OF
 GLAZED OPENINGS IN WINDBOURNE DEBRIS
 REGIONS AS WELL AS HVHZ AREAS.
  
 5) REVISE NOTE #15 UNDER FRAMING NOTES
 ON C1. ASTM C 1063 REQUIRES HIGH RIB
 METAL LATH TO BE ATTACHED AT EACH RIB
 (4"O.C.).
  
 6) THE ENERGY CALCULATIONS DO NOT
 INCLUDE THE AREA OF THE CEILINGS THAT
 ARE COFFERED. SEE FBC CHAPTER 13 SECTION
 604.1.A.1.
  
 7) SPECIFY THE LENGTH/EMBEDMENT 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) REVISE THE TRUSS CONNECTOR SCHEDULE
 ON A6 TO VALUES THAT DO NOT INCLUDE A
 ONE-THIRD INCREASE IN THE STEEL CALCS.
 SEE FBC 1609.4.3 AND THE 2003 USP
 CATALOG.
  
 10) PROVIDE DOCUMENTATION THAT THE USP
 MSH 218 HANGER CAN BE USED AS A TRUSS
 ANCHOR AND PROVIDE THE UPLIFT VALUES.
 THE USP TA 14RS HAVE AN UPLIFT VALUE OF
 1720# FOR DOUBLE STRAPS ON A ONE PLY
 TRUSS. ADJUST THE TOTAL UPLIFT VALUE
 GIVEN IN DETAIL 13 ON A6 ACCORDINGLY.
  
 11) REVISE CONNECTION DETAIL 2 ON A5.
 THE MAXIMUM UPLIFT VALUE FOR THIS STRAP
 IS 1125# WITH (7) 16D NAILS IN EACH
 MEMBER. SEE 2003 USP CATALOG.
  
 12) DETAIL 11 ON A5 SPECIFIES A HANGER
 FASTENED TO A MASONRY WALL 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, 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 PRODUCT APPROVAL FOR THE GARAGE
 DOOR IS MISSING PAGES AND THE DRAWING
 SHEET IS ILLEGIBLE.
  
 16) THE PRODUCT APPROVAL FOR THE DOUBLE
 OUTSWING DOORS HAVE PORTIONS THAT ARE
 ILLEGIBLE.
  
 17) THE PRODUCT APPROVAL FOR THE SLIDING
 GLASS DOOR IS MISSING PAGES 4-6 OF THE
 APPROVED DRAWINGS.
  
 18) THE STORM PANEL PRODUCT APPROVAL
 TABLES FOR THE SECTIONS ON SHEETS 2 & 3
 HAVE A MAXIMUM DESIGN LOAD OF -72PSF
 GIVEN. THE INSTALLATION SCHEDULE LISTS
 A PRESSURE OF -74.9PSF FOR OPENINGS 5,6
 AND 14. THE TABLE FROM KNEZEVICH LISTS
 THE PRESSURE AT THESE OPENINGS AS -65.1.
 PLEASE REVISE.
  
 19) THE SITE SPECIFIC ENGINEERING DOES
 NOT CORRESPOND TO ALL OF THE FIXED GLASS
 WINDOWS ON THE PLANS. SIZES 55X72, 36X96
 & 96X72 WITH 96X23 ABOVE. PLEASE REVISE.
 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 2004-02-25 Cont ID  
Sent By dpalmer Date 2004-02-25 Time 07:19 Rev Time 0.33
Received By dpalmer Date 2004-02-25 Time 07:19 Sent To  
Notes
2004-02-25 00:00:00REDLINED PLACEMENT OF SD INTO MASTER
 BEDROOM AREA.
 NFPA-72
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2003-12-16 Cont ID  
Sent By dpalmer Date 2003-12-16 Time 15:37 Rev Time 0.33
Received By dpalmer Date 2003-12-16 Time 15:37 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2003-06-12 Cont ID  
Sent By csiegber Date 2003-12-11 Time 14:22 Rev Time 0.50
Received By btrobaug Date 2003-06-11 Time 15:34 Sent To P
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2003-12-11 Cont ID  
Sent By csiegber Date 2003-12-11 Time 14:22 Rev Time 0.00
Received By csiegber Date 2003-12-11 Time 14:22 Sent To E
Notes
2003-12-11 00:00:00TO BT DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2003-08-06 Cont ID  
Sent By alange Date 2003-08-06 Time 15:56 Rev Time 0.00
Received By alange Date 2003-08-06 Time 15:56 Sent To B
Notes
2003-08-06 00:00:00TO RM DESK
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2003-08-06 Cont ID  
Sent By alange Date 2003-08-06 Time 15:35 Rev Time 0.00
Received By alange Date 2003-08-06 Time 15:34 Sent To B
Notes
2003-08-06 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 15:25 Rev Time 0.00
Received By alange Date 2003-08-06 Time 15:24 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 16:54 Rev Time 0.00
Received By alange Date 2003-07-31 Time 16:54 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 16:33 Rev Time 0.00
Received By shernand Date 2003-06-04 Time 16:33 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 10:00 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 0.25
Received By hmoser Date 2003-06-21 Time 12:36 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 06:17 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 P Date 2003-08-07 Cont ID  
Sent By rmcdouga Date 2003-08-07 Time 15:43 Rev Time 1.00
Received By rmcdouga Date   Time   Sent To  
Notes
2003-08-07 00:00:00SUBMITTALS FOR CORRECTED STORM PANEL
 SCHEDULE AND CONNECTOR ANCHORS WERE
 REVIEWED AND ARE OK. 8-7-03
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