Plan Review Details - Permit 11080749
Plan Review Stops For Permit 11080749
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2012-02-09 Cont ID  
Sent By rbrown Date 2012-02-09 Time 09:38 Rev Time 0.00
Received By rbrown Date 2012-02-09 Time 09:38 Sent To  
Notes
2012-02-09 09:39:25CONDITIONS OF THE PROVISO HAVE BEEN MET.
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2012-02-01 Cont ID  
Sent By rbrown Date 2012-02-01 Time 18:50 Rev Time 0.00
Received By rbrown Date 2012-02-01 Time 18:49 Sent To  
Notes
2012-02-01 19:00:45BUILDING PLAN REVIEW
 *****REVISION REQ"D*****
 ROBERT BROWN (561) 805 6652
 E-MAIL: [email protected]
  
 REVIEW OF SITE SPECIFIC PRODUCT APPROVAL APPLICATION:
  
  
 REVISION REQUIRED:
 ****************************
 PER THE PREVIOUS DISCUSSIONS WITH BIJAN ABIDIAN AN
 ADDITIONAL CALCULATION TO JUSTIFY THE 2"X2" HORIZONTAL
 MULLION BETWEEN THE TRANSOM AND THE DOOR MUST BE
 SUBMITTED, REVIEWED AND STAMPED PRIOR TO INSPECTION.
 THE CALCLATION CAN BE A SIMPLY SUPPORTED BEAM ANALYSIS
 BASED ON THE WIND LOADS ON THE DOOR AND THE TRANSOM, OR
 IT CAN BE A RATIONAL ANALYSIS COMPARING THE PROPOSED
 MULLION TO ONE THAT HAS BEEN TESTED AND HAS A PRODUCT
 APPROVAL.
  
 THE ADDITIONAL CALCULATIONS MUST BE SUBMITTED AS A
 REVISION AND A REVIEW FEE OF $50 WILL BE ASSESSED.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 TELEPHONE: (561) 805 6652 ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2011-12-28 Cont ID  
Sent By rmcdouga Date 2011-12-28 Time 13:39 Rev Time 0.00
Received By rmcdouga Date 2011-12-28 Time 13:39 Sent To  
Notes
2011-12-28 13:40:06AFTER A QUICK REVIEW OF THE EMAILED DOCUMENTS AND
 PREVIOUSLY SUBMITTED DRAWINGS, I HAVE SOME CONCERNS.
 THE PREVIOUS DRAWINGS INDICATE A DOUBLE OUT-SWING DOOR
 ASSEMBLY WITH SIDE LITES AND AN ARCHED FIXED GLASS
 TRANSOM. THE ANALYSIS DOES NOT ADDRESS THE TRANSOM NOR
 THE STRUCTURAL MULLION BETWEEN THE IT AND THE
 DOORS/SITE LITES. THERE ARE ALSO SOME DISCREPANCIES
 BETWEEN THE DRAWINGS FROM GOULDY AND THE ANALYSIS FROM
 THE NEW ENGINEER. THE DRAWINGS SPECIFY 1/8" THICK
 ALUMINUM FOR THE CUSTOM DOORS AND THE ANALYSIS HAS 1/4"
 ALUMINUM. THE TESTED DOOR PRODUCT APPROVAL HAS 2 LAYERS
 OF 3/16" TEMPERED GLASS WITH A .090 PVB INTERIOR LAYER
 AND THE ANALYSIS HAS 3/16" TEMPERED GLASS. THE THERE
 ARE TWO OPTIONS FOR THE LOCKING HARDWARE FOR THE TESTED
 DOOR. OPTION ONE HAS A DEAD BOLT, A CONVENTIONAL LOCK
 SET AND FLUSH BOLTS. BOTH OPTIONS HAVE TWO FLUSH BOLTS
 ON EACH DOOR. THE ANALYSIS SPECIFIES BALDWIN VERSAILLES
 LOCKING HARDWARE AND DOES NOT ELABORATE. THE DRAWING
 DOES NOT SHOW ANY LOCKING HARDWARE. THE NOA NUMBER
 SPECIFIED ON THE ANALYSIS (06-0327.03) DOES NOT MATCH
 THE ONE IN THE EMAIL PDF (06-0327.02).
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2011-12-20 Cont ID  
Sent By rbrown Date 2011-12-20 Time 14:47 Rev Time 0.00
Received By rbrown Date 2011-12-20 Time 14:45 Sent To  
Notes
2011-12-20 15:00:17BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN (561) 805 6652
 E-MAIL: [email protected]
  
  
 REVIEW OF "ENTRY DOOR STRUCTURAL CALCULATIONS, DECEMBER
 2011" PREPARED BY REZA JAVIDAN, P.E.
  
 PLEASE SEE PREVIOUS PLAN REVIEW DATED 12/2/11. IN ORDER
 TO ISSUE A SITE SPECIFIC PRODUCT APPROVAL WE MUST START
 WITH A FLORIDA STATE OR MIAMI-DADE PRODUCT APPROVAL FOR
 A DOOR PRODUCT THAT HAS BEEN TESTED. THE RATIONAL
 ANALYSIS SHOULD COMPARE THE PROPOSED DOOR TO THE DOOR
 THAT WAS TESTED FOR THE PRODUCT APPROVAL AND SHOW THAT
 THE PROPOSED DOOR IS EQUAL TO OR BETTER THAN THE TESTED
 DOOR WITH RESPECT TO GLASS TYPE/THICKNESS, SAME OR
 SMALLER GLASS PANEL SIZE, STILE AND RAIL STRENGTH,
 HARDWARE STRENGTH, FRAME STRENGTH, FRAME ANCHORAGE,
 ETC.
  
 THE SUBMITTED "ENTRY DOOR STRUCTURAL CALCULATIONS,
 DECEMBER 2011" PREPARED BY REZA JAVIDAN, P.E. DO NOT
 MEET THE ABOVE REQUIREMENTS FOR A SITE SPECIFIC PRODUCT
 APPROVAL.
  
 END OF REVIEW COMMENTS
 TELEPHONE: (561) 805 6652 ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2011-12-02 Cont ID  
Sent By rbrown Date 2011-12-02 Time 17:55 Rev Time 0.00
Received By rbrown Date 2011-12-02 Time 17:55 Sent To  
Notes
2011-12-02 17:55:01BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN (561) 805 6652
 E-MAIL: [email protected]
  
 REVIEW OF SITE SPECIFIC PRODUCT APPROVAL APPLICATION:
  
 THE COMPARATIVE/RATIONAL ANALYSIS IS BASED ON
 MIAMI-DADE NOA# 11080749
 THIS COULD NOT BE FOUND ON THE MIAMI-DADE OR FLORIDA
 STATE PRODUCT APPROVAL WEBSITES. IT DOES IS NOT APPEAR
 TO BE A VALID PRODUCT APPROVAL.
 PLEASE PROVIDE A VALID PRODUCT APPROVAL FOR THE BASIS
 OF THE RATIONAL ANALYSIS.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 TELEPHONE: (561) 805 6652 ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2011-08-31 Cont ID  
Sent By rmcdouga Date 2011-08-31 Time 14:42 Rev Time 0.00
Received By rmcdouga Date 2011-08-31 Time 14:42 Sent To  
Notes
2011-08-31 14:42:342007 FBC W/2009 REVISIONS
  
 REVISION DENIED BY BUILDING
  
 THE PROPOSED COMPONENT CONSISTS OF A PAIR OF OUTSWING
 DOORS WITH SIDELITES AND A FIXED TRANSOM WINDOW ABOVE.
  
 1 ) PRODUCT APPROVAL. RULE 9N-3 FAC (FORMALLY RULE
 9B-72)
 FOR PRODUCTS WHICH DO NOT HAVE STATEWIDE
 PRODUCT APPROVAL, LOCAL PRODUCT APPROVAL
 CAN BE ACHIEVED IF THERE IS A QUALITY
 ASSURANCE PROGRAM IN PLACE WITH A STATE
 APPROVED QUALITY ASSURANCE ENTITY. IF
 NEITHER IS APPLICABLE, THEN SITE
 SPECIFIC APPROVAL CAN BE ISSUED FOR
 'CUSTOM PRODUCTS' ONLY. LOCAL PRODUCT
 APPROVAL WILL ALLOW A PRODUCT TO BE
 USED, IN ACCORDANCE WITH THE TEST
 CRITERIA, THROUGHOUT THE JURISDICTION OF
 WEST PALM BEACH. SITE SPECIFIC PRODUCT
 APPROVAL WILL ALLOW A PRODUCT TO BE
 USED ONLY ON THE PROJECT FOR WHICH THAT
 SITE SPECIFIC APPROVAL IS GRANTED.
 LOCAL AND SITE SPECIFIC PRODUCT APPROVAL
 APPLICATION FORMS ARE AVAILABLE FROM
 THIS OFFICE OR ON THE CONSTRUCTION SERVICES WEBSITE
 HTTP://WWW.WPB.ORG/CONSTRUCTION/PERMITS_FORMS.PHP
 APPROVED QUALITY ASSURANCE
 ENTITIES ARE LISTED ON THE DCA WEBSITE:
 FLORIDABUILDING.ORG/PR/PR_ORG_SRCH.ASPX
 (IF YOU FIND THAT THE QUOTED WEB PAGE IS
 NO LONGER AVAILABLE, PLEASE INFORM THE
 PLAN REVIEWER)
  
 2) SITE SPECIFIC PRODUCT APPROVAL CHECK LIST
  
 CODE REFERENCES:
 FBC R613.4.3 CUSTOM (ONE OF A KIND) DOORS
 FBC R613.4.4 DOOR COMPONENTS
 FBC R613.6 ANCHORAGE METHODS
 FBC 104.11 ALTERNATE MATERIALS AND METHODS
  
  
 INFORMATION REQUIRED
  
  
 1- A COMPLETED CITY OF WEST PALM BEACH SITE SPECIFIC
 PRODUCT APPROVAL FORM.
 2- A SIGNED AND SEALED REPORT FROM A STATE OF FLORIDA
 APPROVED TESTING LABORATORY.
 3- SIGNED AND SEALED ENGINEERING (CALCULATIONS AND
 DRAWINGS) FROM A FLORIDA LICENSED ENGINEER OR ARCHITECT
 EXPERIENCED IN THIS WORK. NOTE: CALCULATIONS MUST
 ADDRESS CONSTRUCTION AND INSTALLATION OF THE PRODUCT
 AND ALL COMPONENTS. DESIGN WIND-LOAD PRESSURES MUST BE
 SPECIFIED. ALL LIMITATIONS MUST BE LISTED.
 4- PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY FOR
 THE JOB, A SIGNED AND SEALED LETTER FROM THE ENGINEER
 OR ARCHITECT MUST BE SUBMITTED CERTIFYING THAT THE
 PRODUCT WAS CONSTRUCTED AND INSTALLED ACCORDING TO THE
 DESIGN SPECIFICATIONS THAT WERE SUBMITTED.
  
 3) FBC R301.2.1.2 REQUIRES GLAZED OPENING PROTECTION TO
 MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST AND TO
 BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE.
  
 4) SHOW COMPLIANCE WITH FBC R311.4.4 WHICH REQUIRES
 EGRESS DOORS TO BE READILY OPENABLE WITHOUT THE USE OF
 KEY OR SPECIAL KNOWLEDGE OR EFFORT.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2011-12-20 Cont ID  
Sent By rbrown Date 2011-12-20 Time 15:05 Rev Time 0.00
Received By rbrown Date 2011-12-15 Time 16:36 Sent To  
Notes
2011-12-15 16:37:01GAVE TO R. BROWN
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2011-12-05 Cont ID  
Sent By rmcdouga Date 2011-12-05 Time 08:02 Rev Time 0.00
Received By rmcdouga Date 2011-10-20 Time 17:18 Sent To  
Notes
2011-12-02 17:50:36ROUTED BACK TO ROBERT MCDOUGAL
  
  
2011-10-20 17:19:13GAVE TO MR. BROWN
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2011-08-31 Cont ID  
Sent By rmcdouga Date 2011-08-31 Time 14:42 Rev Time 0.00
Received By rmcdouga Date 2011-08-29 Time 08:38 Sent To  
Notes
2011-08-29 08:38:52SENT TO MCDOUGAL'S DESK FOR REVIEW. JG.


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