Plan Review Details - Permit 16060350
Plan Review Stops For Permit 16060350
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-07-25 Cont ID  
Sent By cthroop Date 2016-07-25 Time 12:19 Rev Time 0.00
Received By cthroop Date 2016-07-25 Time 12:19 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2016-07-15 Cont ID  
Sent By cthroop Date 2016-07-15 Time 13:20 Rev Time 0.00
Received By cthroop Date 2016-07-15 Time 13:20 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-06-28 Cont ID  
Sent By cthroop Date 2016-06-28 Time 12:43 Rev Time 0.00
Received By cthroop Date 2016-06-28 Time 12:43 Sent To  
Notes
2016-06-28 12:59:54BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE
  
 CHRISTOPHER S. THROOP, C.B.O.
 BUILDING PLANS EXAMINER ? PX3169
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 1ST REVIEW
 ACTION: DENIED
 DATE: 6/28/16
  
 1. PROVIDE SITE PLAN SHOWING LOCATION OF NEW ROOF LINE.
 VERIFY NEW ROOF DOES NOT ENCROACH INTO SET BACK.
 2. ROOF PERMIT REQUIRED.
 3. PALM BEACH COUNTY IMPACT FEES REQUIRED.
 4. TYP. WALL SECTION ON PG. A-2 MISSING DOWELS INTO
 EXISTING SLAB.
 5. TYP. WALL SECTION ON PG A-2 MISSING VERTICAL
 RE-INFORCING PER FBC R606.12.2.2.3
 6. TYP. WALL SECTION ON PG A-2 SHOWS 6 INCH DOWELS.
 EPOXY DOWEL NOTES REQUIRES 30 INCH OVERLAP. PLEASE
 CLARIFY.
 7. TYP. WALL SECTION ON PG A-2 REQUIRES 2500 PSI
 CONCRETE. EPOXY DOWEL NOTES REQUIRE 3000 PSI. PLEASE
 CLARIFY.
 8. EPOXY DOWEL NOTES #6 REQUIRES ALL CMU CELLS TO BE
 FILLED WITH 3000 PSI CONCRETE.
 9. DETAILS ON PG A-2 NOT NUMBERED.
 10. PROVIDE PRODUCT APPROVALS FOR TUBE SKYLIGHTS.
 11. PROVIDE PRODUCT APPROVALS FOR NEW ROOF SYSTEM.
  
 FBC 107.3.5.3 ? PROVIDE A SITE PLAN TO DEMONSTRATE
 SETBACKS AND BUILDING SEPARATION.
  
 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 107.3.4 - 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.
  
 BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT FEES
 MUST BE PAID TO PALM BEACH COUNTY. UPON APPROVAL, ONE
 SET OF PLANS SHALL BE SIGNED OUT AND SUBMITTED TO PALM
 BEACH COUNTY FOR AN IMPACT FEE REVIEW. THE PLANS WITH
 THE IMPACT FEE STAMP AND A COPY OF THE PAID RECEIPT
 MUST BE RETURNED TO THE CITY BUILDING DEPARTMENT BEFORE
 THE BUILDING PERMIT CAN BE ISSUED. FOR INFORMATION CALL
 PALM BEACH COUNTY IMPACT FEES AT (561) 233-5025.
  
 R606.12.2.2.3 REINFORCEMENT REQUIREMENTS FOR MASONRY
 ELEMENTS.
 MASONRY ELEMENTS LISTED IN SECTION R606.12.2.2.2 SHALL
 BE REINFORCED IN EITHER THE HORIZONTAL OR VERTICAL
 DIRECTION IN ACCORDANCE WITH THE FOLLOWING:
  
 1. HORIZONTAL REINFORCEMENT. HORIZONTAL JOINT
 REINFORCEMENT SHALL CONSIST OF AT LEAST TWO
 LONGITUDINAL W1.7 WIRES SPACED NOT MORE THAN 16 INCHES
 (406 MM) FOR WALLS GREATER THAN 4 INCHES (102 MM) IN
 WIDTH AND AT LEAST ONE LONGITUDINAL W1.7 WIRE SPACED
 NOT MORE THAN 16 INCHES (406 MM) FOR WALLS NOT
 EXCEEDING 4 INCHES (102 MM) IN WIDTH; OR AT LEAST ONE
 NO. 4 BAR SPACED NOT MORE THAN 48 INCHES (1219 MM).
 WHERE TWO LONGITUDINAL WIRES OF JOINT REINFORCEMENT ARE
 USED, THE SPACE BETWEEN THESE WIRES SHALL BE THE WIDEST
 THAT THE MORTAR JOINT WILL ACCOMMODATE. HORIZONTAL
 REINFORCEMENT SHALL BE PROVIDED WITHIN 16 INCHES (406
 MM) OF THE TOP AND BOTTOM OF THESE MASONRY ELEMENTS.
  
 2. VERTICAL REINFORCEMENT. VERTICAL REINFORCEMENT SHALL
 CONSIST OF AT LEAST ONE NO. 4 BAR SPACED NOT MORE THAN
 48 INCHES (1219 MM). VERTICAL REINFORCEMENT SHALL BE
 LOCATED WITHIN 16 INCHES (406 MM) OF THE ENDS OF
 MASONRY WALLS.
  
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-09-22 Cont ID  
Sent By cthroop Date 2016-09-22 Time 14:47 Rev Time 0.00
Received By cthroop Date 2016-09-15 Time 09:55 Sent To  
Notes
2016-09-16 09:55:38RESUB ROUTED TO NJWIRA VIA ZONING INBOX
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-07-25 Cont ID  
Sent By cthroop Date 2016-07-25 Time 12:20 Rev Time 0.00
Received By cthroop Date 2016-07-25 Time 10:08 Sent To  
Notes
2016-07-25 10:08:48CTHROOP'S DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-07-15 Cont ID  
Sent By cthroop Date 2016-07-15 Time 13:19 Rev Time 0.00
Received By cthroop Date 2016-07-13 Time 13:12 Sent To  
Notes
2016-07-13 13:12:46RESUB ROUTED TO NJWIRA VIA ZONING INBOX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-06-28 Cont ID  
Sent By cthroop Date 2016-06-28 Time 12:37 Rev Time 0.00
Received By cthroop Date 2016-06-07 Time 16:06 Sent To Z
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2016-09-22 Cont ID  
Sent By cthroop Date 2016-09-22 Time 14:47 Rev Time 0.00
Received By cthroop Date 2016-09-22 Time 14:47 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2016-07-25 Cont ID  
Sent By cthroop Date 2016-07-25 Time 12:20 Rev Time 0.00
Received By cthroop Date 2016-07-25 Time 12:20 Sent To  
Notes
2016-07-25 12:20:54BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT FEES
 MUST BE PAID TO PALM BEACH COUNTY. UPON APPROVAL, ONE
 SET OF PLANS SHALL BE SIGNED OUT AND SUBMITTED TO PALM
 BEACH COUNTY FOR AN IMPACT FEE REVIEW. THE PLANS WITH
 THE IMPACT FEE STAMP AND A COPY OF THE PAID RECEIPT
 MUST BE RETURNED TO THE CITY BUILDING DEPARTMENT BEFORE
 THE BUILDING PERMIT CAN BE ISSUED. FOR INFORMATION CALL
 PALM BEACH COUNTY IMPACT FEES AT (561) 233-5025.
  
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-06-28 Cont ID  
Sent By cthroop Date 2016-06-28 Time 12:37 Rev Time 0.00
Received By cthroop Date 2016-06-28 Time 12:37 Sent To  
Notes
2016-06-28 12:38:39BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE
  
 CHRISTOPHER S. THROOP, C.B.O.
 BUILDING PLANS EXAMINER ? PX3169
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 1ST REVIEW
 ACTION: DENIED
 DATE: 6/28/16
  
 BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT FEES
 MUST BE PAID TO PALM BEACH COUNTY. UPON APPROVAL, ONE
 SET OF PLANS SHALL BE SIGNED OUT AND SUBMITTED TO PALM
 BEACH COUNTY FOR AN IMPACT FEE REVIEW. THE PLANS WITH
 THE IMPACT FEE STAMP AND A COPY OF THE PAID RECEIPT
 MUST BE RETURNED TO THE CITY BUILDING DEPARTMENT BEFORE
 THE BUILDING PERMIT CAN BE ISSUED. FOR INFORMATION CALL
 PALM BEACH COUNTY IMPACT FEES AT (561) 233-5025.
  
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status P Date 2016-09-22 Cont ID  
Sent By cthroop Date 2016-09-22 Time 14:47 Rev Time 0.00
Received By cthroop Date 2016-09-22 Time 14:47 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2016-07-25 Cont ID  
Sent By cthroop Date 2016-07-25 Time 12:21 Rev Time 0.00
Received By cthroop Date 2016-07-25 Time 12:20 Sent To  
Notes
2016-07-25 12:22:47BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE
  
 CHRISTOPHER S. THROOP, C.B.O.
 BUILDING PLANS EXAMINER ? PX3169
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 3RD REVIEW
 ACTION: DENIED
 DATE: 7/25/16
  
 1. PROVIDE PRODUCT APPROVALS FOR ROOFING MATERIALS.
  
 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 R ROOF PLAN REVIEW
Rev No 2 Status F Date 2016-07-15 Cont ID  
Sent By cthroop Date 2016-07-15 Time 13:17 Rev Time 0.00
Received By cthroop Date 2016-07-15 Time 13:17 Sent To  
Notes
2016-07-15 13:18:24COMPLY WITH PLAN REVIEW COMMENTS FROM 1ST ROOFING
 REVIEW AND RE-SUBMIT.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2016-06-28 Cont ID  
Sent By cthroop Date 2016-06-28 Time 12:38 Rev Time 0.00
Received By cthroop Date 2016-06-28 Time 12:38 Sent To  
Notes
2016-06-28 12:43:32BUILDING PLAN REVIEW
 2014 FLORIDA BUILDING CODE
  
 CHRISTOPHER S. THROOP, C.B.O.
 BUILDING PLANS EXAMINER ? PX3169
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 1ST REVIEW
 ACTION: DENIED
 DATE: 6/28/16
  
 1. PROVIDE WIND LOAD CALCULATIONS FOR NEW ROOF.
 2. PROVIDE ROOF SHEATHING FASTENER SCHEDULE BASED ON
 WIND LOAD CALC'S.
 3. PROVIDE PRODUCT APPROVALS FOR NEW ROOF SYSTEM.
  
 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 3 Status P Date 2016-09-21 Cont ID  
Sent By njwira Date 2016-09-21 Time 16:21 Rev Time 0.00
Received By njwira Date 2016-09-19 Time 11:16 Sent To R
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2016-07-14 Cont ID  
Sent By njwira Date 2016-07-14 Time 14:20 Rev Time 0.00
Received By njwira Date 2016-07-14 Time 14:19 Sent To B
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2016-06-09 Cont ID  
Sent By cthroop Date 2016-06-28 Time 12:37 Rev Time 0.00
Received By njwira Date 2016-06-08 Time 16:38 Sent To B
Notes
***NONE***


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