Plan Review Details - Permit 14020812
Plan Review Stops For Permit 14020812
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2014-04-22 Cont ID  
Sent By jwitmer Date 2014-04-22 Time 13:56 Rev Time 0.00
Received By jwitmer Date 2014-04-22 Time 13:56 Sent To  
Notes
2014-04-22 13:58:03(2) ORIGINAL SOILS REPORTS SUBMITTED SIGNED & SEALED.
 JW
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2014-04-16 Cont ID  
Sent By jwitmer Date 2014-04-16 Time 16:48 Rev Time 0.00
Received By jwitmer Date 2014-04-16 Time 16:27 Sent To  
Notes
2014-04-16 16:48:24BUILDING PLAN REVIEW
 PERMIT: 14020812
 ADD: 512 SPENCER DR
 CONT: TO BE DETERMINED
 TEL: (305)219-4837
 CONTACT: MARY BERQUIST
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: WED. APRIL 16/2014
 ACTION: DENIED
  
 1) THE PLANS ARE LACKING: THE SUBMITTED PLANS DOES NOT
 INCLUDE A SOIS REPORT THAT WILL PROVIDE WHAT THE
 MINIMUM BEARING VALUE OF THE SOILS IS, AND OR HOW TO
 IMPROVE THE BEARING VALUE. 2010 FBC-B 1803.2
 INVESTIGATIONS REQUIRED.
 GEOTECHNICAL INVESTIGATIONS SHALL BE CONDUCTED IN
 ACCORDANCE WITH SECTIONS 1803.3 THROUGH 1803.5.
 1803.3 BASIS OF INVESTIGATION.
 SOIL CLASSIFICATION SHALL BE BASED ON OBSERVATION AND
 ANY NECESSARY TESTS OF THE MATERIALS DISCLOSED BY
 BORINGS, TEST PITS OR OTHER SUBSURFACE EXPLORATION MADE
 IN APPROPRIATE LOCATIONS. ADDITIONAL STUDIES SHALL BE
 MADE AS NECESSARY TO EVALUATE SLOPE STABILITY, SOIL
 STRENGTH, POSITION AND ADEQUACY OF LOAD-BEARING SOILS,
 THE EFFECT OF MOISTURE VARIATION ON SOIL-BEARING
 CAPACITY, COMPRESSIBILITY, LIQUEFACTION AND
 EXPANSIVENESS.
  
 I SPOKE WITH MARY FROM MJ SIMPSON 4/16/2014 PM SHE WILL
 BRING IN THE SOILS REPORT AS SOON AS THEY ARE MADE
 POSSIBLE TO HER. ONCE REVIEWED WILL PASS THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-02-27 Cont ID  
Sent By jwitmer Date 2014-02-27 Time 07:08 Rev Time 0.00
Received By jwitmer Date 2014-02-26 Time 17:45 Sent To  
Notes
2014-02-26 18:54:53BUILDING PLAN REVIEW
 PERMIT: 14020812
 ADD: 512 SPENCER DR
 CONT: TO BE DETERMINED
 TEL: (305)219-4837
 CONTACT: MARY BERQUIST
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: WED. FEB. 26/2014
 ACTION: DENIED
  
 1) THE PLANS ARE LACKING:
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 2010
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. THE
 EXAMINATION OF THE DOCUMENTS BY THE
 BUILDING OFFICIAL SHALL INCLUDE THE FOLLOWING MINIMUM
 CRITERIA AND DOCUMENTS:
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 MINIMUM TYPE OF CONSTRUCTION SHALL BE DETERMINED (SEE
 TABLE 503).
 THIS REQUIREMENT IS FOR THE NEW ELEVATED PEDESTRIAN
 WALKWAY AND ELEVATOR AS WELL AS FOR THE CONNECTING
 BUILDINGS ON EACH END OF THE NEW STRUCTURE.
  
 3104.3 CONSTRUCTION.
 THE PEDESTRIAN WALKWAY SHALL BE OF NONCOMBUSTIBLE
 CONSTRUCTION.
 EXCEPTIONS:
 1. COMBUSTIBLE CONSTRUCTION SHALL BE PERMITTED WHERE
 CONNECTED BUILDINGS ARE OF COMBUSTIBLE CONSTRUCTION.
  
 2. FIRE-RETARDANT-TREATED WOOD, IN ACCORDANCE WITH
 SECTION 603.1, ITEM 25.3, SHALL BE PERMITTED FOR THE
 ROOF CONSTRUCTION OF THE PEDESTRIAN WALKWAY WHERE
 CONNECTED BUILDINGS ARE A MINIMUM OF TYPE I OR II
 CONSTRUCTION.
  
 THE S-3 SHEET INDICATES THE USE OF 5/8 INCH CDX PLYOOD
 DEPENDING ON THE DECLARED TYPE OF CONSTRUCTION FOR THE
 EXISTING BUILDINGS THIS MAY OR MAY NOT NEED TO BE
 FIRE-RETARDANT-TREATED WOOD.
  
 2) THE SUBMITTED PLANS DOES NOT INCLUDE A SOIS REPORT
 THAT WILL PROVIDE WHAT THE MINIMUM BEARING VALUE OF THE
 SOILS IS, AND OR HOW TO IMPROVE THE BEARING VALUE. 2010
 FBC-B 1803.2 INVESTIGATIONS REQUIRED.
 GEOTECHNICAL INVESTIGATIONS SHALL BE CONDUCTED IN
 ACCORDANCE WITH SECTIONS 1803.3 THROUGH 1803.5.
 1803.3 BASIS OF INVESTIGATION.
 SOIL CLASSIFICATION SHALL BE BASED ON OBSERVATION AND
 ANY NECESSARY TESTS OF THE MATERIALS DISCLOSED BY
 BORINGS, TEST PITS OR OTHER SUBSURFACE EXPLORATION MADE
 IN APPROPRIATE LOCATIONS. ADDITIONAL STUDIES SHALL BE
 MADE AS NECESSARY TO EVALUATE SLOPE STABILITY, SOIL
 STRENGTH, POSITION AND ADEQUACY OF LOAD-BEARING SOILS,
 THE EFFECT OF MOISTURE VARIATION ON SOIL-BEARING
 CAPACITY, COMPRESSIBILITY, LIQUEFACTION AND
 EXPANSIVENESS.
  
 3) THE DEMO PLAN A8D-1.01 INDICATES THE 1ST FLOOR DOORS
 AT THE NEW ELEVATED WALKWAY/ BREEZEWAY ARE GOING TO BE
 REMOVED. WE WILL BE NEEDING 2 COPIES OF PRODUCT
 APPROVALS FOR COMPONENTS & CLADDING FOR THE FOLLOWING:
 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
 COMPONENTS & CLADDING
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS W/ PANIC & FIRE EXIT HARDWARE
 (1008.1.10.)
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 NOTE TO DESIGNER AND OR CONTRACTOR, IF THEY PERFER TO
 SUBMIT THE PRODUCT APPROVALS AFTER PERMIT ISSUANCE, IT
 WILL BE CONSIDERED A REVISION, WITH THE APPROPRIATE
 REVIEW, AND ASSOCIATED FEES, THIS OPTION WILL NEED TO
 BE SHOWN IN WRITING WITH COMMENT RESPONSES.
  
 4) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 5) NOTE: CODE COMPLIANT. FBC-B 3104.5 PEDESTRIAN
 WALKWAY- BUILDING INTERFACE EXCEPTION # 2 IS MET 2. THE
 DISTANCE BETWEEN THE CONNECTED BUILDINGS IS MORE THAN
 10 FEET (3048 MM) AND BOTH SIDEWALLS OF THE PEDESTRIAN
 WALKWAY ARE AT LEAST 50 PERCENT OPEN WITH THE OPEN AREA
 UNIFORMLY DISTRIBUTED TO PREVENT THE ACCUMULATION OF
 SMOKE AND TOXIC GASES. THIS CONCEPT IS SYNONYMOUS WITH
 THAT USED FOR OPEN PARKING STRUCTURES.
  
 6) WE WILL NEED THE MANUFACTURERS SPECIFICATION FOR THE
 ELEVATOR AND HOISTWAY TO DETERMINE IF:
 6A) A SUMP AND PIT ARE REQUIRED (712.3.2 PLUMBING)
 6B) IF HYDROLIC 1003.4 SEE EXCEPTION OIL SENSOR &
 APPROVED ALRAM SYSTEM (1003.4)
 6C) VENTING: 3006.2 VENTING.
 ELEVATOR MACHINE ROOMS THAT CONTAIN SOLID-STATE
 EQUIPMENT FOR ELEVATOR OPERATION SHALL BE PROVIDED WITH
 AN INDEPENDENT VENTILATION OR AIR-CONDITIONING SYSTEM
 TO PROTECT AGAINST THE OVERHEATING OF THE ELECTRICAL
 EQUIPMENT.
 THE SYSTEM SHALL BE CAPABLE OF MAINTAINING TEMPERATURES
 WITHIN THE RANGE ESTABLISHED FOR THE ELEVATOR
 EQUIPMENT.
  
 7) SHEET SA-1.01 APPEARS TO HAVE A CRICKET BUILT
 AGAINST THE ELEVATOR TOWER, SHEET 8A-4.11 DETAIL # 2
 DOES NOT INDICATE OF WHAT TYPE MATERIAL IT IS
 CONSTRUCTED OR ROOF COVERING? SHEET S-3 DOES NOT SHOW
 IT AT ALL. 2010 FBC-B 1503.6 CRICKETS AND SADDLES.
 A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE
 SIDE OF ANY CHIMNEY OR PENETRATION GREATER THAN 30
 INCHES (762 MM) WIDE AS MEASURED PERPENDICULAR TO THE
 SLOPE. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL
 OR OF THE SAME MATERIAL AS THE ROOF COVERING.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE & REPLACE ANY PAGES AS NECESSARY. A TRANSMITTAL
 LETTER LISTING THE ORIGINAL REVIEW COMMENT NUMBER, WITH
 A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE
 SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE
 FOUND WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR
 YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2014-03-05 Cont ID  
Sent By albarran Date 2014-03-05 Time 16:50 Rev Time 0.00
Received By albarran Date 2014-03-05 Time 16:24 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2014-02-26 Cont ID  
Sent By wjolin Date 2014-02-26 Time 15:56 Rev Time 0.00
Received By wjolin Date 2014-02-26 Time 15:39 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-04-21 Cont ID  
Sent By jroach Date 2014-04-21 Time 15:56 Rev Time 0.00
Received By jroach Date 2014-03-31 Time 10:01 Sent To  
Notes
2014-04-01 10:02:16C02
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-03-21 Cont ID  
Sent By skennedy Date 2014-03-21 Time 16:18 Rev Time 0.00
Received By skennedy Date 2014-02-22 Time 06:33 Sent To  
Notes
2014-02-22 06:36:17INCOMING SENT TO C-08. JW
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2014-03-21 Cont ID  
Sent By skennedy Date 2014-03-21 Time 16:18 Rev Time 0.00
Received By skennedy Date 2014-03-21 Time 16:18 Sent To  
Notes
2014-03-21 16:18:48NO MECHAANICAL TO REVIEW AT THIS TIME.
Review Stop Z ZONING
Rev No 3 Status P Date 2014-05-07 Cont ID  
Sent By jroach Date 2014-05-07 Time 08:52 Rev Time 0.00
Received By jroach Date 2014-05-07 Time 08:52 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 2014-04-21 Cont ID  
Sent By jroach Date 2014-04-21 Time 15:41 Rev Time 0.00
Received By jroach Date 2014-04-21 Time 14:22 Sent To  
Notes
2014-04-21 15:42:37ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 04.21.2014
 PERMIT NO.: 14020812
 ADDRESS: 512 SPENCER DRIVE
 CONTRACTOR/CONTACT: MARY BERGQUIST
 TELEPHONE NO.: 305.219.4837
 SCOPE OF REVIEW: ELEVATED BREEZEWAY, ELEVATOR AND
 SHAFT.
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. THE SCOPE OF WORK ON THE LANDSCAPE PLANS DOES NOT
 CORRESPOND WITH THE PHASE LINES THAT WERE APPROVED
 THROUGH THE PREVIOUS DSI AMENDMENT. ALL LANDSCAPING
 SHOWN IN THE DSI AMENDMENT AS "PHASE III" SHOULD BE
 INCLUDED IN THE SCOPE OF WORK.
  
 2. AS INDICATED IN ORIGINAL REVIEW
 COMMENTS...LANDSCAPING SHALL BE SUBMITTED UNDER A
 SEPARATE PERMIT APPLICATION AND SHALL BE ACCOMPANIED BY
 A CERTIFIED COST ESTIMATE FOR MATERIAL AND LABOR.
 ORIGINAL COMMENT IS PROVIDED BELOW.
  
 PURSUANT TO THE MINOR DSI (DEVELOPMENT OF SIGNIFICANT
 IMPACT) AMENDMENT APPROVED ON JANUARY 31, 2011 FOR
 CARDINAL NEWMAN, THE BREEZEWAY AND ELEVATOR WERE TO
 CONSIST OF PHASE III OF LANDSCAPE IMPROVEMENTS. IN
 ADDITION TO THE PERMIT FOR THE BREEZEWAY AND ELEVATOR,
 A SEPARATE PERMIT APPLICANT SHALL BE SUBMITTED FOR THE
 LANDSCAPE IMPROVEMENTS. THE PERMIT APPLICATION SHALL BE
 ACCOMPANIED BY TWO (2) SETS OF SIGNED/SEALED LANDSCAPE
 PLANS, AND A CERTIFIED COST ESTIMATE FOR MATERIAL AND
 LABOR.
  
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1448
 FAX: 561.822.1460
  
 EMAIL: [email protected]
  
 WWW.WPB.ORG
  
 2/24/14
2014-04-03 09:56:414/3/14
Review Stop Z ZONING
Rev No 1 Status F Date 2014-03-17 Cont ID  
Sent By jroach Date 2014-03-17 Time 14:40 Rev Time 0.00
Received By jroach Date 2014-03-17 Time 14:40 Sent To  
Notes
2014-03-17 14:40:45ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 03.17.2014
 PERMIT NO.: 14020812
 ADDRESS: 512 SPENCER DRIVE
 CONTRACTOR/CONTACT: MARY BERGQUIST
 TELEPHONE NO.: 305.219.4837
 SCOPE OF REVIEW: ELEVATED BREEZEWAY, ELEVATOR AND
 SHAFT.
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. PURSUANT TO THE MINOR DSI (DEVELOPMENT OF
 SIGNIFICANT IMPACT) AMENDMENT APPROVED ON JANUARY 31,
 2011 FOR CARDINAL NEWMAN, THE BREEZEWAY AND ELEVATOR
 WERE TO CONSIST OF PHASE III OF LANDSCAPE IMPROVEMENTS.
 IN ADDITION TO THE PERMIT FOR THE BREEZEWAY AND
 ELEVATOR, A SEPARATE PERMIT APPLICANT SHALL BE
 SUBMITTED FOR THE LANDSCAPE IMPROVEMENTS. THE PERMIT
 APPLICATION SHALL BE ACCOMPANIED BY TWO (2) SETS OF
 SIGNED/SEALED LANDSCAPE PLANS, AND A CERTIFIED COST
 ESTIMATE FOR MATERIAL AND LABOR.
  
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1448
 FAX: 561.822.1460
  
 EMAIL: [email protected]
  
 WWW.WPB.ORG
  
2014-02-24 14:05:222/24/14


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