Plan Review Details - Permit 18080362
Plan Review Stops For Permit 18080362
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2018-10-13 Cont ID  
Sent By cthroop Date 2018-10-13 Time 09:11 Rev Time 0.00
Received By cthroop Date 2018-10-13 Time 09:07 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-08-17 Cont ID  
Sent By cthroop Date 2018-08-17 Time 11:08 Rev Time 0.00
Received By cthroop Date 2018-08-17 Time 10:54 Sent To I
Notes
2018-08-17 11:11:53BUILDING PLAN REVIEW
 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 PLANS EXAMINER, PX3169
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 1ST REVIEW
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 1. PROVIDE FOUNDATION DETAIL.
 2. PROVIDE ATTACHMENT DETAIL FOR AWNING FRAME TO
 FOUNDATION.
 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE
 DIMENSIONED AND DRAWN UPON SUITABLE MATERIAL.
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE
 PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES,
 RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING
 OFFICIAL.
  
 3. PROVIDE DESIGN WIND LOADS FOR EACH AWNING.
 FBC 107.3.5.1.1(8) ? PROVIDE WIND DESIGN LOADS/DESIGN
 PRESSURES PURSUANT TO FBC-CHAPTER 16
  
 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
 2. RISK CATEGORY.
 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
  
Review Stop HIST HISTORICAL
Rev No 2 Status P Date 2018-10-12 Cont ID  
Sent By fmittner Date 2018-10-12 Time 12:10 Rev Time 0.00
Received By fmittner Date 2018-10-12 Time 12:10 Sent To  
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2018-08-09 Cont ID  
Sent By destabro Date 2018-08-09 Time 09:47 Rev Time 0.00
Received By destabro Date 2018-08-09 Time 09:47 Sent To Z
Notes
2018-08-09 09:48:108/9/2018 - VINYL PRODUCTS ARE NOT GENERALLY PERMITTED
 FOR USE IN HISTORIC DISTRICTS; HOWEVER LOCATION IS
 WITHIN HOWARD PARK AND NO HISTORIC PROPERTIES WILL BE
 AFFECTED. DLE
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-10-13 Cont ID  
Sent By cthroop Date 2018-10-13 Time 09:11 Rev Time 0.00
Received By cthroop Date 2018-09-27 Time 14:30 Sent To  
Notes
2018-09-28 14:33:34RESUB ROUTED TO HISTORIC INBOX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-08-17 Cont ID  
Sent By cthroop Date 2018-08-17 Time 11:09 Rev Time 0.00
Received By cthroop Date 2018-08-07 Time 13:25 Sent To  
Notes
2018-08-08 13:25:15ROUTED TO HISTORIC INBOX
Review Stop Z ZONING
Rev No 2 Status P Date 2018-10-12 Cont ID  
Sent By fmittner Date 2018-10-12 Time 12:10 Rev Time 0.00
Received By fmittner Date 2018-10-12 Time 12:10 Sent To B
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2018-08-09 Cont ID  
Sent By destabro Date 2018-08-09 Time 09:48 Rev Time 0.00
Received By destabro Date 2018-08-09 Time 09:48 Sent To B
Notes
***NONE***


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