Plan Review Details - Permit 12020431
Plan Review Stops For Permit 12020431
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2013-07-15 Cont ID  
Sent By rbrown Date 2013-07-15 Time 17:11 Rev Time 0.00
Received By rbrown Date 2013-07-15 Time 17:11 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2013-01-14 Cont ID  
Sent By rbrown Date 2013-01-14 Time 18:28 Rev Time 0.00
Received By rbrown Date 2013-01-14 Time 18:28 Sent To  
Notes
2013-01-14 18:34:03BUILDING PLAN REVIEW COMMENTS ADDRESSED: RECEIVED
 LETTER DATED 12/21/12, FROM WARREN J. VON WERNE, P.E.
  
 FIRE DEPARTMENT PLAN REVIEW COMMENTS FROM ORIGINAL
 2/23/12, STILL HAVE NOT BEEN ADDRESSED. SUBMIT DETAILS
 FOR THE LOCK/LATCH HARDWARE INSTALLED ON THE DOORS, TO
 SHOW THAT THE LOCK/LATCH WILL RELEASE WITH A SINGLE
 OPERATION USING ONE HAND, WITHOUT THE NEED FOR TIGHT
 GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST. FOR
 MORE DETAILS SEE FIRE PLAN REVIEW DATED 2/23/12.
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2012-12-20 Cont ID  
Sent By rbrown Date 2012-12-20 Time 10:35 Rev Time 0.00
Received By rbrown Date 2012-12-20 Time 10:33 Sent To  
Notes
2012-12-20 10:49:38BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN (561) 805 6652
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2007
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 THIS IS AN ISSUED PERMIT, SO THE ADDITIONAL INFORMATION
 WAS CORRECTLY SUBMITTED AS A REVISION UNDER A SEPARATE
 REVISION TRACKING NUMBER (12120221). THE REVIEW IS
 BEING PERFORMED HERE UNDER THE ORIGINAL PERMIT NUMBER
 FOR CONTINUITY OF COMMENTS RELATED TO THE TRANSOM GLASS
 PANEL:
  
 THE PRINCIPLE OF THE SUBMITTED RATIONAL ANALYSIS IS
 ACCEPTABLE, HOWEVER IT IS SIGNED AND SEALED BY THOMAS
 J. TWOMEY, P.E., WHEREAS THE STRUCTURAL ENGINEER OF
 RECORD FOR THE OTHER DOCUMENTS PREVIOUSLY SUBMITTED FOR
 THIS PROJECT IS WARREN J. VON WERNE, P.E.
  
 THERE CAN BE JUST ONE STRUCTURAL ENGINEER OF RECORD FOR
 A PROJECT. TO RESOLVE THIS, EITHER THOMAS TWOMEY CAN
 ASSUME RESPONSIBILITY, AS SUCCESSOR ENGINEER, FOR
 WARREN J. VON WERNE' S WORK, OR WARREN J. VON WERNE CAN
 SUBMIT A LETTER STATING THAT HE IS THE ENGINEER OF
 RECORD AND HE HAS REVIEWED AND ACCEPTED THE WORK OF
 THOMAS TWOMEY AS SPECIALTY ENGINEER FOR THE TRANSOM
 GLASS PANEL. THE FOLLOWING EXTRACTS FROM THE FLORIDA
 ADMINSTRATIVE CODE GIVE THE RELEVANT PROCEDURE FOR EACH
 OF THE TWO OPTIONS:
  
 SUCCESSOR ENGINEER:
 61G15-27.001 PROCEDURES FOR A SUCCESSOR PROFESSIONAL
 ENGINEER ADOPTING AS HIS OWN THE WORK OF ANOTHER
 ENGINEER.
 (1) A SUCCESSOR PROFESSIONAL ENGINEER SEEKING TO REUSE
 ALREADY SEALED CONTRACT DOCUMENTS UNDER THE SUCCESSOR
 PROFESSIONAL ENGINEER'S SEAL MUST BE ABLE TO DOCUMENT
 AND PRODUCE UPON REQUEST EVIDENCE THAT HE HAS IN FACT
 RECREATED ALL THE WORK DONE BY THE ORIGINAL
 PROFESSIONAL ENGINEER. IN OTHER WORDS, CALCULATIONS,
 SITE VISITS, RESEARCH AND THE LIKE MUST BE DOCUMENTED
 AND PRODUCEABLE UPON DEMAND. FURTHER, THE SUCCESSOR
 PROFESSIONAL ENGINEER MUST TAKE ALL PROFESSIONAL AND
 LEGAL RESPONSIBILITY FOR THE DOCUMENTS WHICH HE SEALED
 AND SIGNED AND CAN IN NO WAY EXEMPT HIMSELF FROM SUCH
 FULL RESPONSIBILITY. PLANS NEED NOT BE REDRAWN BY THE
 SUCCESSOR PROFESSIONAL ENGINEER; HOWEVER, JUSTIFICATION
 FOR SUCH ACTION MUST BE AVAILABLE THROUGH WELL KEPT AND
 COMPLETE DOCUMENTATION ON THE PART OF THE SUCCESSOR
 PROFESSIONAL ENGINEER AS TO HIS HAVING RETHOUGHT AND
 REWORKED THE ENTIRE DESIGN PROCESS. A SUCCESSOR
 PROFESSIONAL ENGINEER MUST USE HIS OWN TITLE BLOCK,
 SEAL AND SIGNATURE AND MUST REMOVE THE TITLE BLOCK,
 SEAL AND SIGNATURE OF THE ORIGINAL PROFESSIONAL
 ENGINEER BEFORE REUSING ANY SEALED CONTRACT DOCUMENTS.
 (2) PRIOR TO SEALING AND SIGNING WORK A SUCCESSOR
 PROFESSIONAL ENGINEER SHALL BE REQUIRED TO NOTIFY THE
 ORIGINAL PROFESSIONAL ENGINEER, HIS SUCCESSORS, OR
 ASSIGNS BY CERTIFIED LETTER TO THE LAST KNOWN ADDRESS
 OF THE ORIGINAL PROFESSIONAL ENGINEER OF THE
 SUCCESSOR'S INTENTION TO USE OR REUSE THE ORIGINAL
 PROFESSIONAL ENGINEER'S WORK. THE SUCCESSOR
 PROFESSIONAL ENGINEER WILL TAKE FULL RESPONSIBILITY FOR
 THE DRAWING AS THOUGH THEY WERE THE SUCCESSOR
 PROFESSIONAL ENGINEER'S ORIGINAL PRODUCT.
 SPECIFIC AUTHORITY 471.033(2) FS. LAW IMPLEMENTED
 471.033(1)(J), 471.005(6) FS. HISTORY?NEW 8-25-87,
 AMENDED 4-21-88, 8-3-88, FORMERLY 21H-27.001
  
 SPECIALTY ENGINEER:
 61G15-31.002 DEFINITIONS.
 (1) ENGINEER OF RECORD. THE FLORIDA LICENSED
 PROFESSIONAL ENGINEER WHO DEVELOPS THE OVERALL
 STRUCTURAL DESIGN AND THE STRUCTURAL DESIGN CRITERIA
 FOR THE STRUCTURE, AND IS RESPONSIBLE FOR THE
 PREPARATION OF THE STRUCTURAL ENGINEERING DOCUMENTS.
 (2) STRUCTURAL COMPONENT. AN INDIVIDUAL STRUCTURAL
 MEMBER OR ELEMENT DESIGNED TO BE PART OF THE STRUCTURE
 OR STRUCTURAL SYSTEM. THIS DEFINITION OF COMPONENT
 SHOULD NOT BE CONFUSED WITH ANY OTHER PUBLISHED
 DEFINITIONS.
 (3) STRUCTURE. THE ENTITY TO BE BUILT.
 (4) STRUCTURAL SYSTEM. A PORTION OF A STRUCTURE
 COMPRISING AN ASSEMBLY OF STRUCTURAL COMPONENTS WHICH
 CARRY AND TRANSMIT LOADS.
 (5) STRUCTURAL ENGINEERING DOCUMENTS. THE STRUCTURAL
 DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SETTING
 FORTH THE OVERALL DESIGN AND REQUIREMENTS FOR THE
 CONSTRUCTION, ALTERATION, REPAIR, REMOVAL, DEMOLITION,
 ARRANGEMENT AND/OR USE OF THE STRUCTURE, PREPARED BY
 AND SIGNED AND SEALED BY THE ENGINEER OF RECORD FOR THE
 STRUCTURE. STRUCTURAL ENGINEERING DOCUMENTS SHALL
 IDENTIFY THE PROJECT AND SPECIFY DESIGN CRITERIA BOTH
 FOR THE OVERALL STRUCTURE AND FOR STRUCTURAL COMPONENTS
 AND STRUCTURAL SYSTEMS. THE DRAWINGS SHALL IDENTIFY THE
 NATURE, MAGNITUDE AND LOCATION OF ALL DESIGN LOADS TO
 BE IMPOSED ON THE STRUCTURE. THE STRUCTURAL ENGINEERING
 DOCUMENTS SHALL PROVIDE CONSTRUCTION REQUIREMENTS TO
 INDICATE THE NATURE AND CHARACTER OF THE WORK AND TO
 DESCRIBE, DETAIL, LABEL AND DEFINE THE STRUCTURE'S
 COMPONENTS, SYSTEMS, MATERIALS, ASSEMBLIES, AND
 EQUIPMENT.
 (6) STRUCTURAL SUBMITTALS. SUBMITTALS REQUIRED BY THE
 STRUCTURAL ENGINEERING DOCUMENTS WHICH DO NOT REQUIRE
 THE SEAL OF A PROFESSIONAL ENGINEER, SUCH AS:
 (A) DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR
 FABRICATION AND INSTALLATION AND REQUIRING NO
 ENGINEERING INPUT SUCH AS REINFORCING STEEL SHOP
 DRAWINGS, AND STRUCTURAL STEEL, STEEL JOIST AND JOIST
 GIRDER ERECTION DRAWINGS.
 (B) CATALOG INFORMATION ON STANDARD PRODUCTS NOT
 FABRICATED FOR A SPECIFIC PROJECT.
 (7) STRUCTURAL DELEGATED ENGINEERING DOCUMENTS.
 DOCUMENTS PREPARED BY A DELEGATED ENGINEER TO WHOM THE
 ENGINEER OF RECORD FOR THE STRUCTURE HAS DELEGATED
 RESPONSIBILITY FOR THE DESIGN OF A STRUCTURAL COMPONENT
 OR SYSTEM.
 (8) SPECIALTY ENGINEER. A LICENSED PROFESSIONAL
 ENGINEER, WHO IS NOT THE STRUCTURAL ENGINEER OF RECORD,
 WHO PROVIDES ENGINEERING CRITERIA OR DESIGNS NECESSARY
 FOR THE STRUCTURE TO BE COMPLETED. THE SPECIALTY
 ENGINEER MAY BE A DELEGATED ENGINEER.
 RULEMAKING AUTHORITY 471.033(2), 471.008 FS. LAW
 IMPLEMENTED 471.033(1)(G), (J) FS. HISTORY?NEW 1-26-93,
 FORMERLY 21H-31.002, AMENDED 10-19-97, 9-28-10.
  
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6652 ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2012-07-19 Cont ID  
Sent By rbrown Date 2012-07-19 Time 18:59 Rev Time 0.00
Received By rbrown Date 2012-07-19 Time 18:59 Sent To  
Notes
2012-07-19 19:14:02BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN (561) 805 6652
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2007
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 COMMENT 3 FROM THE PREVIOUS REVIEW DATED 4/30/12 HAS
 NOT BEEN PROPERLY ADDRESSED.
 FBC 1609.1 WIND LOADS - THE "MANUFACTURER'S WIND LOAD
 TABLE" THAT WAS REFERENCED IN THE DAVID MILLER LETTER
 DATED 6/29/12, IS FOR A MULLION SO IT DOES NOT ADDRESS
 COMMENT 3 WHICH IS RELATED TO THE SIZE AND WIND LOAD
 RESISTANCE OF THE TRANSOM GLASS PANEL. THE NOA THAT WAS
 STAMPED AS REVIEWED BY DAVID MILLER ON 3/27/12 IS NOA#
 10-0511.04 AND THE GLASS LOAD CAPACITY TABLE ON SHEET 2
 SHOWS A MAXIMUM DLO WIDTH OF 52-1/4". ONLY ONE GLASS
 THICKNESS IS COVERED BY THE NOA AND IT IS 1/4" TEMPERED
 GLASS. COMMENT 3 STATES "THE GLASS SIZE IS NOMINAL 72"
 X 68" IN THE THE FIELD, WHICH EXCEEDS THE SIZE ON THE
 NOA". PLEASE PROVIDE A PRODUCT APPROVAL TO SHOW THAT
 THE TRANSOM GLASS PANEL CAN WITHSTAND THE DESIGN WIND
 PRESSURE GIVEN THE SIZE AND THICKNESS OF THE GLASS
 PANEL USED IN THE FIELD.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6652 ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2012-05-08 Cont ID  
Sent By rmcdouga Date 2012-04-30 Time 13:46 Rev Time 0.00
Received By rmcdouga Date 2012-04-30 Time 13:46 Sent To  
Notes
2012-04-30 14:39:11RATIONAL ANALYSIS AND PRODUCT APPROVAL SUBMITTALS
  
 DENIED BY BUILDING
  
 1) THE STRUCTURAL CALCULATIONS FOR ALUMINUM TUBES.
  
 A) THE STRUCTURAL CALCULATIONS FOR THE LOAD ON THE
 ALUMINUM TUBES SHOULD BE 3 FEET PLUS HALF THE WIDTH OF
 THE SIDELITE.
  
 B) THE SPAN IS 14 FEET 6 INCHES.
  
 C) THIS WILL INCREASE THE STRESS IN BENDING, BUT SHOULD
 STILL BE ACCEPTABLE.
  
 2) THE THICKNESS OF THE POST IS NOW SHOWN BUT THE
 THICKNESS OF THE HORIZONTAL MULLION IS NOT SHOWN.
  
 3) THE GLASS SIZE IS NOMINAL 72" X 68" IN THE FIELD,
 WHICH EXCEEDS THE SIZE ON THE N.O.A.
  
 4) NEITHER THE PLANS OR CALCULATIONS STATE THE WIND
 SPEED OR EXPOSURE CATEGORY.
  
 5) SUBMIT TWO COPIES OF THE PRODUCT APPROVALS FOR THE
 MISSILE IMPACT PROTECTION FIBER PANEL.
  
 6) THE CERTIFICATION LETTER FROM THE STRUCTURAL
 ENGINEER IS REQUIRED TO HAVE HIS ORIGINAL WET SIGNATURE
 NOT A PHOTOCOPIED SIGNATURE.
  
 7) THE CERTIFICATION LETTER NEEDS TO STATE THAT THE
 STRUCTURAL ENGINEER INSPECTED THE INSTALLATION OF THE
 DOOR.
  
 ROBERT MCDOUGAL (FOR ROBERT BROWN)
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 2012-02-23 Cont ID  
Sent By rbrown Date 2012-02-23 Time   Rev Time  
Received By rbrown Date 2012-02-23 Time   Sent To  
Notes
2012-02-23 17:02:47EARLY START ONLY. CONTRACTOR TO PROCEED AT OWN RISK.
  
 CONTRACTOR TO SUBMIT REVISED PRODUCT APPROVALS AND/OR
 RATIONAL ANALYSIS FOR:
  
 A) CUSTOM ENTRY DOOR
 B) TRANSOM FIXED GLAS WINDOW
 C) 5"X5" ALUMINUM HORIZONTAL MULLION
 D) 5"X5" ALUMINUM POSTS
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 TELEPHONE: (561) 805 6652 ROBERT BROWN
 E-MAIL: [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2013-07-02 Cont ID  
Sent By wjolin Date 2013-07-02 Time 14:37 Rev Time 0.00
Received By wjolin Date 2013-07-02 Time 14:34 Sent To  
Notes
2013-07-02 14:37:02OKAY PER FIRE MARSHAL CHIEF CARSILLO AND THE HURRICANE
 PREPAREDNESS LETTER FROM DAVID MILLER (ARCHITECT) DATED
 JUNE 28, 2013.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2012-02-23 Cont ID  
Sent By rbrown Date 2012-02-23 Time 17:04 Rev Time 0.00
Received By rbrown Date 2012-02-23 Time 17:04 Sent To  
Notes
2012-02-23 17:06:33EARLY START ONLY. SCOPE OF WORK CHANGED TO ALLOW EARLY
 START ONLY. CONTRACTOR TO PROCEED AT OWN RISK PER DOUG
 WISE.
  
 ENGINEER/ARCHITECT TO SUBMIT A RESPONSE TO FIRE
 DEPARTMENT COMMENTS.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2012-02-23 Cont ID  
Sent By wjolin Date 2012-02-23 Time 09:57 Rev Time 0.00
Received By wjolin Date 2012-02-23 Time 09:28 Sent To B
Notes
2012-02-23 09:57:41319 CLEMATIS STREET
 PERMIT #12020431
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 INDICATE THE LOCK/LATCH HARDWARE THAT WILL BE INSTALLED
 ON THE DOORS. INDICATE HOW THE LOCK/LATCH WILL BE
 RELEASED. THE LOCK/LATCH RELEASING MECHANISM ON ALL
 DOORS SHALL OPEN THE DOOR WITH NOT MORE THAN ONE
 RELEASING OPERATION. THE RELEASING MECHANISM SHALL HAVE
 AN OBVIOUS METHOD OF OPERATION THAT IS READILY OPERATED
 UNDER ALL LIGHTING CONDITIONS. THE RELEASING DEVICE
 SHOULD BE CAPABLE OF BEING OPERATED WITH ONE HAND AND
 SHOULD NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR
 TWISTING OF THE WRIST TO OPERATE.
  
 HURRICANE PROTECTION DEVICES ARE NOT PERMITTED ON
 REQUIRED EXITS OF COMMERCIAL BUILDINGS PER SECTION
 7.3.4.1.1 OF NFPA 101 (FLORIDA EDITION).
  
 WESLEY JOLIN
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
  
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2012-02-21 Cont ID  
Sent By fmittner Date 2012-02-21 Time 11:14 Rev Time 0.00
Received By fmittner Date 2012-02-21 Time 11:13 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2013-01-14 Cont ID  
Sent By rbrown Date 2012-07-19 Time 18:26 Rev Time 0.00
Received By rbrown Date 2012-07-11 Time 09:08 Sent To  
Notes
2012-07-12 09:27:04TO RM
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2012-02-23 Cont ID  
Sent By rbrown Date 2012-02-23 Time   Rev Time 0.00
Received By rbrown Date 2012-02-21 Time 11:44 Sent To  
Notes
2012-02-22 17:56:18EXPEDITED
 GAVE TO WESLEY
2012-02-21 11:45:31GAVE TO LUIS MARTINEZ "EXPEDITED PLAN"
Review Stop Z ZONING
Rev No 1 Status P Date 2012-02-21 Cont ID  
Sent By fmittner Date 2012-02-21 Time 11:14 Rev Time 0.00
Received By fmittner Date 2012-02-21 Time 11:14 Sent To  
Notes
***NONE***


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