Plan Review Details - Permit 21051315
Plan Review Stops For Permit 21051315
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2022-01-27 Cont ID  
Sent By cthroop Date 2022-01-27 Time 09:32 Rev Time 0.00
Received By cthroop Date 2022-01-27 Time 06:21 Sent To  
Notes
2022-01-27 09:34:39PLAN REVIEW BUILDING
  
 CHRISTOPHER S. THROOP, C.B.O., CFM
 PLANS EXAMINER II PX3169/SFP306
 INSPECTOR BN4338
 BUILDING OFFICIAL BU1635
 ASFPM CERTIFIED FLOODPLAIN MANAGER US-21-11935
 DEVELOPMENT SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 (561) 805-6726
 [email protected]
  
 CODES IN EFFECT:
 2020 FLORIDA BUILDING CODE, 7TH EDITION W/2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
 2017 NEC
  
 3RD REVIEW
  
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 COMMENTS FROM 2ND REVIEW HAVE NOT BEEN ADDRESSED. SEE
 BELOW.
  
 PREVIOUS COMMENTS THAT HAVE BEEN ADDRESSED
 SATISFACTORILY ARE MARKED AS CORRECTED.
 PREVIOUS COMMENTS THAT HAVE NOT BEEN ADDRESSED
 SATISFACTORILY MAY HAVE ADDITIONAL COMMENTS IN
 PARENTHESES. ANY NEW COMMENT WILL BE LISTED AFTER
 PREVIOUS COMMENTS.
  
  
 PROVIDE THE FOLLOWING INFORMATION:
  
 PRE-FABRICATED CARPORTS
  
 1. PROVIDE A SITE PLAN. CORRECTED
  
 2. PROVIDE THE STATE PRODUCT APPROVAL PER RULE
 61G20-3.006 (FAC)
 OR STATE MANUFACTURERS CERTIFICATION PER CHPT. 553,
 PART 1 FS FOR THE CARPORT. (YOUR SUPPLIER SHOULD
 PROVIDE THIS)
  
 3. THE PRODUCT APPROVAL SHOULD INCLUDE EITHER A
 FOUNDATION DETAIL OR A TIE-DOWN DETAIL. IF IT DOESN?T,
 YOU WILL HAVE TO PROVIDE A TIE DOWN DETAIL THAT MEETS
 THE DESIGN WIND LOADS.
  
  
 SITE-BUILT CARPORTS
  
 NOTICE:
 EVERY STRUCTURE SUBJECT TO WIND LOADS SHALL BE DESIGNED
 PER FBC RES CHPT 3 SECTION R301 OR ASCE 7
 R301.2.1 WIND DESIGN CRITERIA.
 BUILDINGS AND PORTIONS THEREOF SHALL BE CONSTRUCTED IN
 ACCORDANCE WITH THE WIND PROVISIONS OF THIS CODE USING
 THE BASIC WIND SPEED IN TABLE R301.2(1) AS DETERMINED
 FROM FIGURE R301.2(4).
  
 1. PROVIDE A SITE PLAN. CORRECTED
  
 2. PROVIDE THE FOLLOWING PLANS:
  
 2A) PROVIDE A FOUNDATION/TIE DOWNS DETAIL.
 2B) PROVIDE REQUIRED DIMENSIONS.
 2C) PROVIDE A WALL PLAN WITH WALL TO FLOOR CONNECTION
 DETAIL
 2D) PROVIDE A ROOF FRAMING PLAN WITH ROOF TO WALL
 CONNECTION DETAIL
  
 3. DESIGNER SHALL PRINT THEIR NAME AND SIGN EACH PLAN
 PAGE.
 FBC 107.2.1 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), CHPT. 471, F.S. & 61G15 AND CHPT.
 481, F.S. & 61G1.
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2021-12-09 Cont ID  
Sent By cthroop Date 2021-12-09 Time 13:44 Rev Time 0.00
Received By cthroop Date 2021-12-09 Time 13:36 Sent To  
Notes
2021-12-09 13:46:24PLAN REVIEW BUILDING
  
 CHRISTOPHER S. THROOP, C.B.O., CFM
 PLANS EXAMINER II PX3169/SFP306
 INSPECTOR BN4338
 BUILDING OFFICIAL BU1635
 ASFPM CERTIFIED FLOODPLAIN MANAGER US-21-11935
 DEVELOPMENT SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 (561) 805-6726
 [email protected]
  
 CODES IN EFFECT:
 2020 FLORIDA BUILDING CODE, 7TH EDITION W/2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
 2017 NEC
  
 2ND REVIEW
  
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 PREVIOUS COMMENTS THAT HAVE BEEN ADDRESSED
 SATISFACTORILY ARE MARKED AS CORRECTED.
 PREVIOUS COMMENTS THAT HAVE NOT BEEN ADDRESSED
 SATISFACTORILY MAY HAVE ADDITIONAL COMMENTS IN
 PARENTHESES. ANY NEW COMMENT WILL BE LISTED AFTER
 PREVIOUS COMMENTS.
  
  
 PROVIDE THE FOLLOWING INFORMATION:
  
 PRE-FABRICATED CARPORTS
  
 1. PROVIDE A SITE PLAN. CORRECTED
  
 2. PROVIDE THE STATE PRODUCT APPROVAL PER RULE
 61G20-3.006 (FAC)
 OR STATE MANUFACTURERS CERTIFICATION PER CHPT. 553,
 PART 1 FS FOR THE CARPORT. (YOUR SUPPLIER SHOULD
 PROVIDE THIS)
  
 3. THE PRODUCT APPROVAL SHOULD INCLUDE EITHER A
 FOUNDATION DETAIL OR A TIE-DOWN DETAIL. IF IT DOESN?T,
 YOU WILL HAVE TO PROVIDE A TIE DOWN DETAIL THAT MEETS
 THE DESIGN WIND LOADS.
  
  
 SITE-BUILT CARPORTS
  
 NOTICE:
 EVERY STRUCTURE SUBJECT TO WIND LOADS SHALL BE DESIGNED
 PER FBC RES CHPT 3 SECTION R301 OR ASCE 7
 R301.2.1 WIND DESIGN CRITERIA.
 BUILDINGS AND PORTIONS THEREOF SHALL BE CONSTRUCTED IN
 ACCORDANCE WITH THE WIND PROVISIONS OF THIS CODE USING
 THE BASIC WIND SPEED IN TABLE R301.2(1) AS DETERMINED
 FROM FIGURE R301.2(4).
  
 1. PROVIDE A SITE PLAN. CORRECTED
  
 2. PROVIDE THE FOLLOWING PLANS:
  
 2A) PROVIDE A FOUNDATION/TIE DOWNS DETAIL.
 2B) PROVIDE REQUIRED DIMENSIONS.
 2C) PROVIDE A WALL PLAN WITH WALL TO FLOOR CONNECTION
 DETAIL
 2D) PROVIDE A ROOF FRAMING PLAN WITH ROOF TO WALL
 CONNECTION DETAIL
  
 3. DESIGNER SHALL PRINT THEIR NAME AND SIGN EACH PLAN
 PAGE.
 FBC 107.2.1 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), CHPT. 471, F.S. & 61G15 AND CHPT.
 481, F.S. & 61G1.
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-07-09 Cont ID  
Sent By cthroop Date 2021-07-09 Time 13:27 Rev Time 0.00
Received By cthroop Date 2021-07-09 Time 11:28 Sent To  
Notes
2021-07-09 13:30:26PLAN REVIEW BUILDING
  
 CHRISTOPHER S. THROOP, C.B.O., CFM
 PLANS EXAMINER II PX3169/SFP306
 INSPECTOR BN4338
 BUILDING OFFICIAL BU1635
 ASFPM CERTIFIED FLOODPLAIN MANAGER US-21-11935
 DEVELOPMENT SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 (561) 805-6726
 [email protected]
  
 CODES IN EFFECT:
 2020 FLORIDA BUILDING CODE, 7TH EDITION W/2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
 2017 NEC
  
 1ST REVIEW
  
 RESULTS: DENIED
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 PROVIDE THE FOLLOWING INFORMATION:
  
 PRE-FABRICATED CARPORTS
  
 1. PROVIDE A SITE PLAN. YOU MAY USE A COPY OF YOUR
 SURVEY. SHOW LOCATION OF PROPOSED CARPORT WITH
 DIMENSIONS TO SIDE AND REAR PROPERTY LINES.
 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS
 SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH
 107.2.5.
  
 2. PROVIDE THE STATE PRODUCT APPROVAL PER RULE
 61G20-3.006 (FAC)
 OR STATE MANUFACTURERS CERTIFICATION PER CHPT. 553,
 PART 1 FS FOR THE CARPORT. (YOUR SUPPLIER SHOULD
 PROVIDE THIS)
  
 3. THE PRODUCT APPROVAL SHOULD INCLUDE EITHER A
 FOUNDATION DETAIL OR A TIE-DOWN DETAIL. IF IT DOESN?T,
 YOU WILL HAVE TO PROVIDE A TIE DOWN DETAIL THAT MEETS
 THE DESIGN WIND LOADS.
  
  
 SITE-BUILT CARPORTS
  
 NOTICE:
 EVERY STRUCTURE SUBJECT TO WIND LOADS SHALL BE DESIGNED
 PER FBC RES CHPT 3 SECTION R301 OR ASCE 7
 R301.2.1 WIND DESIGN CRITERIA.
 BUILDINGS AND PORTIONS THEREOF SHALL BE CONSTRUCTED IN
 ACCORDANCE WITH THE WIND PROVISIONS OF THIS CODE USING
 THE BASIC WIND SPEED IN TABLE R301.2(1) AS DETERMINED
 FROM FIGURE R301.2(4).
  
 1. PROVIDE A SITE PLAN. YOU MAY USE A COPY OF YOUR
 SURVEY. SHOW LOCATION OF PROPOSED CARPORT WITH
 DIMENSIONS TO SIDE AND REAR PROPERTY LINES.
 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS
 SHALL BE IN ACCORDANCE.
 WITH SECTIONS107.2.1 THROUGH 107.2.5.
  
 2. PROVIDE THE FOLLOWING PLANS:
  
 2A) PROVIDE A FOUNDATION/TIE DOWNS DETAIL.
 2B) PROVIDE REQUIRED DIMENSIONS.
 2C) PROVIDE A WALL PLAN WITH WALL TO FLOOR CONNECTION
 DETAIL
 2D) PROVIDE A ROOF FRAMING PLAN WITH ROOF TO WALL
 CONNECTION DETAIL
  
 3. DESIGNER SHALL PRINT THEIR NAME AND SIGN EACH PLAN
 PAGE.
 FBC 107.2.1 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), CHPT. 471, F.S. & 61G15 AND CHPT.
 481, F.S. & 61G1.
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
  
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2022-01-27 Cont ID  
Sent By cthroop Date 2022-01-27 Time 09:34 Rev Time 0.00
Received By cthroop Date 2021-12-14 Time 07:24 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2021-12-09 Cont ID  
Sent By cthroop Date 2021-12-09 Time 13:46 Rev Time 0.00
Received By cthroop Date 2021-11-01 Time 13:04 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-07-09 Cont ID  
Sent By cthroop Date 2021-07-09 Time 13:30 Rev Time 0.00
Received By cthroop Date 2021-06-07 Time 15:56 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status N Date 2021-07-09 Cont ID  
Sent By cthroop Date 2021-07-09 Time 13:27 Rev Time 0.00
Received By cthroop Date 2021-07-09 Time 11:28 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status F Date 2022-01-05 Cont ID  
Sent By vbroglia Date 2022-01-05 Time 10:18 Rev Time 0.00
Received By vbroglia Date 2022-01-05 Time 10:18 Sent To  
Notes
2022-01-05 10:26:201/05/2022 FAILED- A CAR PORT IS AN ACCESSORY STRUCTURE,
 PER CODE NO ACCESSORY STRUCTURE IS TO GO IN THE FRONT
 SETBACK OF 25 FEET
 PER CODE WHEN ON A CORNOR LOT THE FRONT SETBACK IS
 DETERMINED BY THE NARROWEST STREET, REGARDLESS OF WHERE
 FRONT DOOR LOCATION/ADDRESS STATES
  
 VALENTINA BROGLIA
 ASSOCIATE PLANNER
 [email protected]
  
  
  
Review Stop Z ZONING
Rev No 2 Status F Date 2021-11-05 Cont ID  
Sent By ajones Date 2021-11-05 Time 15:30 Rev Time 0.00
Received By ajones Date 2021-11-05 Time 15:30 Sent To  
Notes
2021-11-05 15:31:5411/5/21- FAILED. ACCESSORY STRUCTURES MUST BE LOCATED
 BEHIDE THE PRIMARY STRUCTURE
  
 ANGELLA VANN, AICP
 561-317-8177
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2021-06-21 Cont ID  
Sent By kalexand Date 2021-06-21 Time 13:54 Rev Time 0.00
Received By kalexand Date 2021-06-21 Time 13:54 Sent To  
Notes
2021-06-21 13:56:17ZONING PLAN REVIEW
 ________________________________________
  
 REVIEW STATUS: FAILED
 ________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. PLEASE ILLUSTRATE THE FOLLOWING ON THE SURVEY:
 - LOCATION OF PROPOSED WORK
 - DISTANCE FROM PROPOSED WORK TO ADJACENT PROPERTY
 LINES
  
 ________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
  
 IF YOU SUBMITTED A PAPER APPLICATION, AND YOU WOULD
 LIKE TO RESUBMIT ELECTRONICALLY, EMAIL
 [email protected] AND REQUEST TO HAVE YOUR
 PROJECT CONVERTED TO PROJECTDOX. YOU WILL RECEIVE LOG
 IN INFORMATION AND A LINK TO UPLOAD YOUR RESUBMITTAL.
 PLEASE BE SURE TO ?COMPLETE THE UPLOAD TASK? WHEN YOU
 ARE FINISHED UPLOADING.
 ________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 KIZZI ALEXANDRE, ASSOCIATE PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 TTY: 800.955.8771
 E: [email protected]
  
 W: WPB.ORG
  


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