Plan Review Details - Permit 16090070
Plan Review Stops For Permit 16090070
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2016-10-14 Cont ID  
Sent By cthroop Date 2016-10-14 Time 11:05 Rev Time 0.00
Received By cthroop Date 2016-10-14 Time 11:05 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-09-12 Cont ID  
Sent By cthroop Date 2016-09-12 Time 13:25 Rev Time 0.00
Received By cthroop Date 2016-09-12 Time 13:24 Sent To  
Notes
2016-09-12 13:31:36BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE
  
 CHRISTOPHER S. THROOP, C.B.O.
 BUILDING PLANS EXAMINER ? PX3169
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 1ST REVIEW
 ACTION: DENIED
  
 1. PROVIDE WIND DESIGN LOADS FOR STRUCTURE.
 2. PROVIDE EXSPOSURE AND RISK CATEGORY.
 3. PROVIDE PRODUCT APPROVALS FOR WINDOWS AND DOORS.
 4. PROVIDE FOUNDATION PLAN.
 5. PROVIDE UPLIFT VALUES FOR ROOFING.
 6. PROVIDE ROOFING PRODUCT APPROVALS.
 7. ROOFING PERMIT REQUIRED.
 8. PROVIDE ROOF FRAMING PLAN.
  
 FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN
 PRESSURES PURSUANT TO FBC-R301.2.
  
 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).
  
 FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE
 PRODUCTS WHICH ARE REGULATED BY
 FAC RULE 9N-3 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD. SPECIFICALLY, PROVIDE ROOFING,
 WINDOW AND DOOR SUBMITTALS.
  
 FBC 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. SUCH DRAWINGS AND SPECIFICATIONS SHALL
 CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE,
 AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS
 ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES. SUCH
 INFORMATION SHALL BE SPECIFIC, AND THE TECHNICAL CODES
 SHALL NOT BE CITED AS A WHOLE OR IN PART, NOR SHALL THE
 TERM "LEGAL" OR ITS EQUIVALENT BE USED AS A SUBSTITUTE
 FOR SPECIFIC INFORMATION. ALL INFORMATION, DRAWINGS,
 SPECIFICATIONS AND ACCOMPANYING DATA SHALL BEAR THE
 NAME AND SIGNATURE OF THE PERSON RESPONSIBLE FOR THE
 DESIGN. (SEE ALSO SECTION 107.3.5).
  
  
  

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-10-14 Cont ID  
Sent By cthroop Date 2016-10-14 Time 11:05 Rev Time 0.00
Received By cthroop Date 2016-10-04 Time 11:05 Sent To  
Notes
2016-10-05 11:05:52RESUB ROUTED TO NJWIRA VIA ZONING INBOX

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-09-12 Cont ID  
Sent By cthroop Date 2016-09-12 Time 13:24 Rev Time 0.00
Received By cthroop Date 2016-09-02 Time 14:57 Sent To  
Notes
2016-09-02 14:57:16ROUTED TO ZONING

Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2016-10-14 Cont ID  
Sent By cthroop Date 2016-10-14 Time 11:06 Rev Time 0.00
Received By cthroop Date 2016-10-14 Time 11:06 Sent To  
Notes
***NONE***

Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2016-09-12 Cont ID  
Sent By cthroop Date 2016-09-12 Time 13:32 Rev Time 0.00
Received By cthroop Date 2016-09-12 Time 13:32 Sent To  
Notes
2016-09-12 13:35:51BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE
  
 CHRISTOPHER S. THROOP, C.B.O.
 BUILDING PLANS EXAMINER ? PX3169
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 1ST REVIEW
 ACTION: DENIED
  
 1. PROVIDE ROOF FRAMING PLAN.
 2. PROVIDE WIND DESIGN LOADS.
 3. PROVIDE FASTENER SCHEDULE.
 4. PROVIDE PRODUCT APPROVALS FOR ROOFING MATERIALS.
  
 FBC 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. SUCH DRAWINGS AND SPECIFICATIONS SHALL
 CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE,
 AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS
 ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES. SUCH
 INFORMATION SHALL BE SPECIFIC, AND THE TECHNICAL CODES
 SHALL NOT BE CITED AS A WHOLE OR IN PART, NOR SHALL THE
 TERM "LEGAL" OR ITS EQUIVALENT BE USED AS A SUBSTITUTE
 FOR SPECIFIC INFORMATION. ALL INFORMATION, DRAWINGS,
 SPECIFICATIONS AND ACCOMPANYING DATA SHALL BEAR THE
 NAME AND SIGNATURE OF THE PERSON RESPONSIBLE FOR THE
 DESIGN. (SEE ALSO SECTION 107.3.5).
  
 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).
  
 FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE
 PRODUCTS WHICH ARE REGULATED BY
 FAC RULE 9N-3 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD. SPECIFICALLY, PROVIDE ROOFING
 SUBMITTALS.
  

Review Stop Z ZONING
Rev No 2 Status F Date 2016-10-13 Cont ID  
Sent By njwira Date 2016-10-13 Time 16:44 Rev Time 0.00
Received By njwira Date 2016-10-05 Time 13:30 Sent To B
Notes
2016-10-13 16:44:5710/13/16- FAILED
  
 REQUIRES A 5FT. SIDE AND REAR SETBACK.
  
 PLEASE CONTACT
 NATHAN WIRA
 [email protected]
 (561)822-1442
  

Review Stop Z ZONING
Rev No 1 Status P Date 2016-09-07 Cont ID  
Sent By njwira Date 2016-09-07 Time 16:33 Rev Time 0.00
Received By njwira Date 2016-09-06 Time 13:47 Sent To B
Notes
2016-09-07 16:33:029/7/16- FAILED
  
 ZONE: SF-7 SINGLE FAMILY LOW DENSITY RESIDENTIAL
  
 FAILED
  
 1. 2FT. SIDE AND REAR SETBACK DOES NOT MEET THE 5FT.
 SIDE AND REAR SETBACK.
 2. NO DIMENSIONS OF THE GREENHOUSE IT MUST BE LESS THAN
 1000SQFT. OR 75% OF THE PRIMARY STRUCTURE.
  
  
 PASSED
  
 1. NO TREES ARE BEING REMOVED
 2. GREENHOUSE IS 12FT. TALL AND MEETS THE 25FT. HEIGHT
 LIMIT.
  
 PLEASE CONTACT
 NATHAN WIRA
 [email protected]
 (561)822-1442
  


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