Plan Review Details - Permit 17021104
Plan Review Stops For Permit 17021104
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2017-09-26 Cont ID  
Sent By jwitmer Date 2017-09-26 Time 17:29 Rev Time 0.00
Received By jwitmer Date 2017-09-26 Time 16:59 Sent To  
Notes
2017-09-26 17:04:11BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17021104
 ADD: 2905 45TH ST.
 CONT: SUPERIOR CONCRETE INC. / CBC1256722
 TEL: 561-328-3575
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 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.
  
 4TH REVIEW
 DATE: TUES. SEPT. 26/ 2017
 ACTION: BUILDING PROVISO
  
 1) SHEET A-1.0 & A-1.1. BOTH EXTERIOR EXIT DOORS WILL
 REQUIRE ( 1 ) HOUR FIRE RATED DOORS AND FRAME. 2014
 FBC-B SECTION 1026.6 EXTERIOR STAIRWAY PROTECTION.
 EXTERIOR EXIT STAIRWAYS SHALL BE SEPARATED FROM THE
 INTERIOR OF THE BUILDING AS REQUIRED IN SECTION 1022.2.
 1022.2 CONSTRUCTION. ENCLOSURES FOR INTERIOR EXIT
 STAIRWAYS AND RAMPS SHALL BE CONSTRUCTED AS FIRE
 BARRIERS IN ACCORDANCE WITH SECTION 707 OR HORIZONTAL
 ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH SECTION 711,
 OR BOTH. INTERIOR EXIT STAIRWAY AND RAMP ENCLOSURES
 SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 2
 HOURS WHERE CONNECTING FOUR STORIES OR MORE AND NOT
 LESS THAN 1 HOUR WHERE CONNECTING LESS THAN FOUR
 STORIES. TABLE 716.5 FOR EXTERIOR EXIT STAIRS.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2017-08-04 Cont ID  
Sent By jwitmer Date 2017-08-04 Time 14:16 Rev Time 0.00
Received By jwitmer Date 2017-08-04 Time 11:03 Sent To  
Notes
2017-08-04 14:16:24BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17021104
 ADD: 2905 45TH ST.
 CONT: SUPERIOR CONCRETE INC. / CBC1256722
 TEL: 561-328-3575
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 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.
  
 3RD REVIEW
 DATE: FRI. AUGUST 4, 2017
 ACTION: DENIED
  
 NOTICE: SAME PLAN AS 1ST REVIEW, NO CHANGES.
 4X FEE NOTICE!!!!! FLORIDA STATUTE 553.80(2)(B)
 WITH RESPECT TO EVALUATION OF DESIGN PROFESSIONALS?
 DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN
 ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING
 CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS
 REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO
 CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY
 NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO,
 EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY,
 ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,
 MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER
 REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING
 COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL
 GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,
 A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE
 PERMIT FEE ATTRIBUTED TO PLANS REVIEW.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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.
  
  
 1) 3RD REQUEST. SEMI-COMPLIED. SHEET SP1. THE DESIGNER
 OF RECORD HAS PROVIDED THE 1ST FLOOR SQUARE FOOTAGE
 (FOOT PRINT) 9390 AND OCCUPANT LOAD 1ST FLOOR ONLY OF
 337. THE PLAN ALSO INDICATES A 2ND FLOOR AREA OF 1215
 SQUARE FEET ENCLOSED AND MEZZANINE AREA OF 2776 SQ. FT.
 BUT HAS NOT PROVIDED THE OCCUPANT LOADS FOR THESE
 AREAS. IT IS CRITICAL TO HAVE A TOTAL OCCUPANT LOAD
 SINCE THIS IS A ASSEMBLY OCCUPANCY.
 CODE COMPLIANCE CANNOT BE ACHIEVED WITHOUT A TOTAL
 COUNT.
 2014 FBC-B 1004.1.1 CUMULATIVE OCCUPANT LOADS. WHERE
 THE PATH OF EGRESS TRAVEL INCLUDES INTERVENING ROOMS,
 AREAS OR SPACES, CUMULATIVE OCCUPANT LOADS SHALL BE
 DETERMINED IN ACCORDANCE WITH THIS SECTION.
  
 2014 FBC-B 1004.1.1.1 INTERVENING SPACES. WHERE
 OCCUPANTS EGRESS FROM ONE ROOM, AREA OR SPACE THROUGH
 ANOTHER, THE DESIGN OCCUPANT LOAD SHALL BE BASED ON THE
 CUMULATIVE OCCUPANT LOADS OF ALL ROOMS, AREAS OR SPACES
 TO THAT POINT ALONG THE PATH OF EGRESS TRAVEL.
  
 2ND REQUEST. PLEASE NOTE SHEET SP-1 NOTES THE CODE DATA
 WHAT IS MISSING FROM THIS PLAN IS THE OCCUPANT LOAD FOR
 THE 1ST AND 2ND FLOORS. THE W. P. B. PERMIT: 13120617
 LIST THE TOTAL OCCUPANT LOAD FOR THE 1ST AND 2ND FLOORS
 AS 489 OCCUPANTS. PLEASE UPDATE THE PLANS. 2014 FLORIDA
 BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION:
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING.
 (7) OCCUPANT LOAD.
  
 2-5) COMPLIED.
  
 6) SEMI-COMPLIED. THE PLANS NOW SHOW THE DOOR UNDER THE
 NEW EXTERIOR STAIR WITH A 45 MINUTE FIRE RATING BUT
 THERE IS NO RATING ON THE NEW 2ND FLOOR EXIT. I WAS
 HOPING THE DESIGNER OF RECORD WAS GOING TO SHOW BOTH
 DOOR BEING FIRE RATED. IN THE 2014 FBC-B SECTION 1026.6
 EXTERIOR STAIRWAY AND RAMP PROTECTION. EXTERIOR EXIT
 STAIRWAYS AND RAMPS SHALL BE SEPARATED FROM THE
 INTERIOR OF THE BUILDING AS REQUIRED IN SECTION 1022.2.
 1022.2 CONSTRUCTION. ENCLOSURES FOR INTERIOR EXIT
 STAIRWAYS AND RAMPS SHALL BE CONSTRUCTED AS FIRE
 BARRIERS IN ACCORDANCE WITH SECTION 707 OR HORIZONTAL
 ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH SECTION 711,
 OR BOTH. INTERIOR EXIT STAIRWAY AND RAMP ENCLOSURES
 SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 2
 HOURS WHERE CONNECTING FOUR STORIES OR MORE AND NOT
 LESS THAN 1 HOUR WHERE CONNECTING LESS THAN FOUR
 STORIES.
 THE 2012 ICC COMMENTARY FIGURE 1026.6(1) SHOWS ALL
 DOORS THAT LEAD FROM THE INTERIOR TO BE FIRE RATED.
 BUILDINGS LESS THAN 4 STORIES, THE DOORS ONLY REQUIRE A
 45 MINUTE RATING.
  
 2ND REQUEST, PLAN NOT CHANGED. SHEET A-1.1 DETAIL # 1
 SHOWS AN EXISTING DOOR UNDER THE MID-LANDING. THIS DOOR
 WILL NEED TO BE A ONE-HOUR FIRE RATED DOOR. SEE FBC-B
 1026.6.
  
 7) 3RD REQUEST. NO RESPONSE FROM THE ARCHITECT OF
 RECORD, ENGINEER OF RECORD HAD A NARRATIVE. 2ND
 REQUEST, PLAN NOT CHANGED. SHEET A-1.0 SHOWS THE 1ST
 FLOOR EXIT DOOR AND THE NEW PROPOSED EXTERIOR STAIR
 ABOVE. THE NEW STAIR BLOCKS THE EGRESS PATH TO THE
 PUBLIC WAY PLEASE PROVIDE DETAILS COMPLYING WITH
 1027.4.1 WIDTH. A SECOND CONCERN IS COMPLIANCE WITH
 FBC-B 1027.4.2 EGRESS COURTS THAT ARE WITHIN 10 FEET OF
 THE PROPERTY LINE WHICH IN THIS AREA THE EGRESS PATH
 WOULD BE!
  
 8)3RD RESPONSE, THE ENGINEER OF RECORD INDICATED THAT
 IT IS UP TO THE CONTRACTOR TO SUBMIT THE SOILS REPORT.
 2ND REQUEST, PLAN NOT CHANGED. THE SHEET S-1 UNDER THE
 FOUNDATION NOTE # 1 DOES REQUIRE A SOILS INVESTIGATION
 BY AN APPROVED TESTING LAB, THIS AREA IS IN A
 QUESTIONABLE SOILS ZONE. FBC-B 1803.5.2.
  
 9-10) COMPLIED.
  
 11)PROVISO: WELDED OR BOLTED CONNECTIONS. THE
 CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE
 SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS.
 2014 FBC-B 2204.1 WELDING
 201404.4.2 BOLTING.
  
 12) COMPLIED. QUALIFIER FOR THE CONTRACTOR HAS SIGNED
 AND NOTARIZED THE PERMIT APPLICATION. 105.1 PERMIT
 REQUIRED.
  
 13) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-07-12 Cont ID  
Sent By jwitmer Date 2017-07-12 Time 07:15 Rev Time 0.00
Received By jwitmer Date 2017-07-12 Time 06:32 Sent To  
Notes
2017-07-12 07:15:25BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17021104
 ADD: 2905 45TH ST.
 CONT: SUPERIOR CONCRETE INC. / CBC1256722
 TEL: 561-328-3575
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 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. JULY12/ 2017
 ACTION: DENIED
  
 NOTICE: SAME PLAN AS 1ST REVIEW, NO CHANGES.
 4X FEE NOTICE!!!!! FLORIDA STATUTE 553.80(2)(B)
 WITH RESPECT TO EVALUATION OF DESIGN PROFESSIONALS?
 DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN
 ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING
 CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS
 REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO
 CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY
 NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO,
 EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY,
 ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,
 MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER
 REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING
 COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL
 GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,
 A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE
 PERMIT FEE ATTRIBUTED TO PLANS REVIEW.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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.
  
  
 1) 2ND REQUEST, PLAN NOT CHANGED. PLEASE NOTE SHEET
 SP-1 NOTES THE CODE DATA WHAT IS MISSING FROM THIS PLAN
 IS THE OCCUPANT LOAD FOR THE 1ST AND 2ND FLOORS. THE W.
 P. B. PERMIT: 13120617 LIST THE TOTAL OCCUPANT LOAD FOR
 THE 1ST AND 2ND FLOORS AS 489 OCCUPANTS. PLEASE UPDATE
 THE PLANS. 2014 FLORIDA BUILDING CODE W 2014 WEST PALM
 BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
 1, ADMINISTRATION:
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING.
 (7) OCCUPANT LOAD.
  
 2) 2ND REQUEST, PLAN NOT CHANGED. PLEASE NOTE THE SHEET
 S-1.0 UNDER THE WIND DESIGN CRITERIA LIST THE BUILDING
 RISK CATEGORY II AND IN A 170 VULT WIND ZONE. PLEASE
 REVIEW THE 2014 FBC-B TABLE 1604.5 RISK CATEGORY OF
 BUILDINGS, UNDER THE RISK CATEGORY III BUILDINGS WHOSE
 PRIMARY OCCUPANCY IS PUBLIC ASSEMBLY WITH AN OCCUPANT
 LOAD GREATER THAN 300. PLEASE UPDATE THE VULT WIND
 DESIGN TO 180 MPH, 3 SECOND GUST SEE FIGURE 1609B
 ULTIMATE DESIGN SPEEDS FOR RICK CATEGORY III BUILDINGS.
  
 3) 2ND REQUEST, PLAN NOT CHANGED. PLEASE PROVIDE THE
 WIND DESIGN PRESSURES FOR THE 180 VULT WIND SPEED IN
 VASD SINCE THE PRODUCT APPROVALS ARE IN VASD. PLEASE
 ALSO PROVIDE THE MEAN ROOF HEIGHT OF THE BUILDING FOR
 COMPLIANCE WITH FBC-B TABLE 1609.7(2) ADJUSTMENT
 FACTORS FOR HEIGHT & EXPOSURE. PROVIDE THE MEAN ROOF
 HEIGHT FOR THE BUILDING.
  
 4) 2ND REQUEST, PLANS NOT CHANGED. NEITHER THE
 ARCHITECTURAL NOR STRUCTURAL SHEETS PROVIDE THE LIVE
 LOAD VALUE THAT THE STEEL STAIRS SHOULD BE DESIGNED
 TOO? FBC-B TABLE 1607.1 (30) 100 (PSF/ UNIFORM). THE
 PLANS INDICATE THE STAIR ENGINEERING ARE TO BE
 COMPLETED BY OTHERS, ONCE THE DESIGN LOADS ARE KNOWN
 THE STEEL STAIR SHOP DRAWINGS CAN BE A DEFERRED
 SUBMITTAL. . FL 61G-15-30.006 (3) THE DELEGATED
 ENGINEER SHALL FORWARD THE DELEGATED ENGINEERING
 DOCUMENTS TO THE ENGINEER OF RECORD FOR REVIEW.
  
 5) COMPLIED.
  
 6)2ND REQUEST, PLAN NOT CHANGED. SHEET A-1.1 DETAIL # 1
 SHOWS AN EXISTING DOOR UNDER THE MID-LANDING. THIS DOOR
 WILL NEED TO BE A ONE-HOUR FIRE RATED DOOR. SEE FBC-B
 1026.6.
  
 7) 2ND REQUEST, PLAN NOT CHANGED. SHEET A-1.0 SHOWS THE
 1ST FLOOR EXIT DOOR AND THE NEW PROPOSED EXTERIOR STAIR
 ABOVE. THE NEW STAIR BLOCKS THE EGRESS PATH TO THE
 PUBLIC WAY PLEASE PROVIDE DETAILS COMPLYING WITH
 1027.4.1 WIDTH. A SECOND CONCERN IS COMPLIANCE WITH
 FBC-B 1027.4.2 EGRESS COURTS THAT ARE WITHIN 10 FEET OF
 THE PROPERTY LINE WHICH IN THIS AREA THE EGRESS PATH
 WOULD BE!
  
 8) 2ND REQUEST, PLAN NOT CHANGED. THE SHEET S-1 UNDER
 THE FOUNDATION NOTE # 1 DOES REQUIRE A SOILS
 INVESTIGATION BY AN APPROVED TESTING LAB, THIS AREA IS
 IN A QUESTIONABLE SOILS ZONE. FBC-B 1803.5.2.
  
 9-10) COMPLIED.
  
 11)PROVISO: WELDED OR BOLTED CONNECTIONS. THE
 CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE
 SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS.
 2014 FBC-B 2204.1 WELDING
 201404.4.2 BOLTING.
  
 12) COMPLIED. QUALIFIER FOR THE CONTRACTOR HAS SIGNED
 AND NOTARIZED THE PERMIT APPLICATION. 105.1 PERMIT
 REQUIRED.
  
 13) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-03-01 Cont ID  
Sent By jwitmer Date 2017-03-01 Time 14:41 Rev Time 0.00
Received By jwitmer Date 2017-03-01 Time 08:22 Sent To  
Notes
2017-03-01 14:41:24BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17021104
 ADD: 2905 45TH ST.
 CONT: SUPERIOR CONCRETE INC. / CBC1256722
 TEL: 561-328-3575
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 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. MARCH 01/ 2017
 ACTION: DENIED
  
 1) PLEASE NOTE SHEET SP-1 NOTES THE CODE DATA WHAT IS
 MISSING FROM THIS PLAN IS THE OCCUPANT LOAD FOR THE 1ST
 AND 2ND FLOORS. THE W. P. B. PERMIT: 13120617 LIST THE
 TOTAL OCCUPANT LOAD FOR THE 1ST AND 2ND FLOORS AS 489
 OCCUPANTS. PLEASE UPDATE THE PLANS. 2014 FLORIDA
 BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION:
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING.
 (7) OCCUPANT LOAD.
  
 2) PLEASE NOTE THE SHEET S-1.0 UNDER THE WIND DESIGN
 CRITERIA LIST THE BUILDING RISK CATEGORY II AND IN A
 170 VULT WIND ZONE. PLEASE REVIEW THE 2014 FBC-B TABLE
 1604.5 RISK CATEGORY OF BUILDINGS, UNDER THE RISK
 CATEGORY III BUILDINGS WHOSE PRIMARY OCCUPANCY IS
 PUBLIC ASSEMBLY WITH AN OCCUPANT LOAD GREATER THAN 300.
 PLEASE UPDATE THE VULT WIND DESIGN TO 180 MPH, 3 SECOND
 GUST SEE FIGURE 1609B ULTIMATE DESIGN SPEEDS FOR RICK
 CATEGORY III BUILDINGS.
  
 3) PLEASE PROVIDE THE WIND DESIGN PRESSURES FOR THE 180
 VULT WIND SPEED IN VASD SINCE THE PRODUCT APPROVALS ARE
 IN VASD. PLEASE ALSO PROVIDE THE MEAN ROOF HEIGHT OF
 THE BUILDING FOR COMPLIANCE WITH FBC-B TABLE 1609.7(2)
 ADJUSTMENT FACTORS FOR HEIGHT & EXPOSURE. PROVIDE THE
 MEAN ROOF HEIGHT FOR THE BUILDING.
  
 4) NEITHER THE ARCHITECTURAL NOR STRUCTURAL SHEETS
 PROVIDE THE LIVE LOAD VALUE THAT THE STEEL STAIRS
 SHOULD BE DESIGNED TOO? FBC-B TABLE 1607.1 (30) 100
 (PSF/ UNIFORM). THE PLANS INDICATE THE STAIR
 ENGINEERING ARE TO BE COMPLETED BY OTHERS, ONCE THE
 DESIGN LOADS ARE KNOWN THE STEEL STAIR SHOP DRAWINGS
 CAN BE A DEFERRED SUBMITTAL. . FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 5) SHEET A-1.1. DETAIL 1 DOES NOT SHOW COMPLIANCE FOR
 ANY ELEMENT OF THE GUARDRAIL SYSTEM IN COMPLIANCE WITH
 FBC-B 1013.3, 1013.4 OPENING LIMITATIONS, AND 1607.8.1
 HANDRAILS AND GUARDS.
  
 6) SHEET A-1.1 DETAIL # 1 SHOWS AN EXISTING DOOR UNDER
 THE MID-LANDING. THIS DOOR WILL NEED TO BE A ONE-HOUR
 FIRE RATED DOOR. SEE FBC-B 1026.6.
 7) SHEET A-1.0 SHOWS THE 1ST FLOOR EXIT DOOR AND THE
 NEW PROPOSED EXTERIOR STAIR ABOVE. THE NEW STAIR BLOCKS
 THE EGRESS PATH TO THE PUBLIC WAY PLEASE PROVIDE
 DETAILS COMPLYING WITH 1027.4.1 WIDTH. A SECOND CONCERN
 IS COMPLIANCE WITH FBC-B 1027.4.2 EGRESS COURTS THAT
 ARE WITHIN 10 FEET OF THE PROPERTY LINE WHICH IN THIS
 AREA THE EGRESS PATH WOULD BE!
  
 8) THE SHEET S-1 UNDER THE FOUNDATION NOTE # 1 DOES
 REQUIRE A SOILS INVESTIGATION BY AN APPROVED TESTING
 LAB, THIS AREA IS IN A QUESTIONABLE SOILS ZONE. FBC-B
 1803.5.2.
  
 9) THE CONTRACTOR OF RECORD SUBMITTED A REPORT BY
 WALTER A. TILLIT JR. A FLORIDA P.E. THIS REPORT DOES
 NOT INDICATE THAT IT IS EITHER A FLORIDA PRODUCT
 APPROVAL OR MIAMI-DADE NOA. PLEASE PROVIDE THE
 COVERSHEETS FOR THIS APPROVAL, IF IT DOES NOT HAVE
 EITHER OF THESE AGENCY APPROVALS THEN THE CONTRACTOR
 WILL NEED TO ALSO SUBMIT FOR A LOCAL APPROVAL. 2014
 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3
 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS
  
 10) 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..
  
 11) WELDED OR BOLTED CONNECTIONS. THE CONTRACTOR IS
 REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &
 WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS.
 2014 FBC-B 2204.1 WELDING
 201404.4.2 BOLTING.
  
 12) THE PERMIT APPLICATION NEITHER THE OWNER NOR THE
 QUALIFIER FOR THE CONTRACTOR HAS SIGNED AND NOTIRIZED
 THE PERMIT APPLICATION. 105.1 PERMIT REQUIRED.
  
 13) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2017-08-03 Cont ID  
Sent By jpearson Date 2017-08-03 Time 11:57 Rev Time 0.00
Received By jpearson Date 2017-08-03 Time 11:57 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2017-03-09 Cont ID  
Sent By jleahy Date 2017-03-09 Time 13:53 Rev Time 0.00
Received By jleahy Date 2017-03-09 Time 12:25 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2017-07-31 Cont ID  
Sent By pleduc Date 2017-07-31 Time   Rev Time 0.00
Received By pleduc Date 2017-07-31 Time 10:22 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2017-07-07 Cont ID  
Sent By pleduc Date 2017-07-07 Time   Rev Time 0.00
Received By pleduc Date 2017-07-07 Time 13:56 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2017-03-02 Cont ID  
Sent By pleduc Date 2017-03-02 Time   Rev Time 0.00
Received By pleduc Date 2017-03-01 Time 17:05 Sent To  
Notes
2017-03-02 09:41:21THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
  
 1)
 SHEET A 1.1 - THE DOOR UNDER THE STAIR IS NOTED AS
 EXISTING; HOWEVER, PER NFPA 101, CHAPTER 7, MEANS OF
 EGRESS, THE DOOR ASSEMBLY SHALL HAVE MINIMUM 1 HOUR
 FIRE RATING.
  
 7.2.2.6.4 PROTECTION OF OPENINGS. ALL OPENINGS BELOW AN
 OUTSIDE STAIR SHALL BE PROTECTED WITH AN ASSEMBLY
 HAVING A MINIMUM ?- HOUR FIRE PROTECTION RATING AS
 FOLLOWS:
 (1) WHERE LOCATED IN AN ENCLOSED COURT (SEE 3.3.51.1),
 THE SMALLEST DIMENSION OF WHICH DOES NOT EXCEED
 ONE-THIRD ITS HEIGHT
 (2) WHERE LOCATED IN AN ALCOVE HAVING A WIDTH THAT DOES
 NOT EXCEED ONE-THIRD ITS HEIGHT AND A DEPTH THAT DOES
 NOT EXCEED ONE-FOURTH ITS HEIGHT
  
  
 PLEASE REVIEW AND PROVIDE DETAILS.
  
  
  
 2)
 SHEET SP 1 - THERE IS NO OCCUPANCY LOAD INDICATED FOR
 THE 2ND FLOOR AREA THE STAIR SERVES.
  
 PLEASE REVIEW AND PROVIDE DETAILS TO ENSURE AND CONFIRM
 THAT THE DOOR AND STAIR DIMENSIOND MEET THE NFPA 101
 EGRESS CODE.
  
  
  
 3)
 SHEET A 1.1 - THERE IS INSUFFICIENT DETAIL INDICATED
 REGARDING THE GUARDRAIL.
  
 7.2.2.4.5 GUARD DETAILS. SEE 7.1.8 FOR GUARD
 REQUIREMENTS.
 7.2.2.4.5.1 THE HEIGHT OF GUARDS REQUIRED IN 7.1.8
 SHALL BE MEASURED VERTICALLY TO THE TOP OF THE GUARD
 FROM THE SURFACE ADJACENT THERETO.
 7.2.2.4.5.2 GUARDS SHALL BE NOT LESS THAN 42 IN. (1065
 MM) HIGH, EXCEPT AS PERMITTED BY ONE OF THE FOLLOWING:
 (1) EXISTING GUARDS WITHIN DWELLING UNITS SHALL BE
 PERMITTED TO BE NOT LESS THAN 36 IN. (915 MM) HIGH.
 (2) THE REQUIREMENT OF 7.2.2.4.5.2 SHALL NOT APPLY IN
 ASSEMBLY OCCUPANCIES WHERE OTHERWISE PROVIDED IN
 CHAPTERS 12 AND 13.
 (3)* EXISTING GUARDS ON EXISTING STAIRS SHALL BE
 PERMITTED TO BE NOT LESS THAN 30 IN. (760 MM) HIGH.
 7.2.2.4.5.3* OPEN GUARDS, OTHER THAN APPROVED EXISTING
 OPEN GUARDS, SHALL HAVE INTERMEDIATE RAILS OR AN
 ORNAMENTAL PATTERN SUCH THAT A SPHERE 4 IN. (100 MM) IN
 DIAMETER IS NOT ABLE TO PASS THROUGH ANY OPENING UP TO
 A HEIGHT OF 34 IN. (865 MM), AND THE FOLLOWING ALSO
 SHALL APPLY:
 (1) THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD,
 AND BOTTOM ELEMENT OF A GUARDRAIL AT THE OPEN SIDE OF A
 STAIR SHALL BE OF SUCH SIZE THAT A SPHERE 6 IN. (150
 MM) IN DIAMETER IS NOT ABLE TO PASS THROUGH THE
 TRIANGULAR OPENING.
 (2) IN DETENTION AND CORRECTIONAL OCCUPANCIES, IN
 INDUSTRIAL OCCUPANCIES, AND IN STORAGE OCCUPANCIES, THE
 CLEAR DISTANCE BETWEEN INTERMEDIATE RAILS, MEASURED AT
 RIGHT ANGLES TO THE RAILS, SHALL NOT EXCEED 21 IN. (535
 MM).
  
 PLEASE PROVIDE GREATER DETAIL INDICATING ALL DIMENSIONS
 MEETING THE REQUIRMENTS OF NFPA 101 MEANS OF EGRESS.
  
  
  
 4)
 WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET REVISION
 CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE ABOVE.
  
  
  
 5)
 ADDITIONAL COMMENTS MAY BE PROVIDED ON THE RE-SUBMITTAL
 OF THE ABOVE.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2017-09-26 Cont ID  
Sent By   Date 2017-09-26 Time   Rev Time 0.00
Received By cpuell Date 2017-09-19 Time 16:20 Sent To  
Notes
2017-09-19 16:21:08JWITMER'S DESK
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date   Cont ID  
Sent By   Date 2017-08-04 Time   Rev Time 0.00
Received By lmarchan Date 2017-07-27 Time 15:46 Sent To  
Notes
2017-07-28 15:46:54B06
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-07-26 Cont ID  
Sent By rcaranci Date 2017-07-26 Time 16:42 Rev Time 0.00
Received By rcaranci Date 2017-07-05 Time 14:40 Sent To  
Notes
2017-07-06 14:41:05B09
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2017-03-13 Time   Rev Time 0.00
Received By lmarchan Date 2017-02-24 Time 14:18 Sent To  
Notes
2017-02-27 14:18:57B11
Review Stop Z ZONING
Rev No 2 Status P Date 2017-07-26 Cont ID  
Sent By rcaranci Date 2017-07-26 Time 16:41 Rev Time 0.00
Received By rcaranci Date 2017-07-26 Time 16:41 Sent To  
Notes
2017-07-26 16:42:36LANDSCAPE PERMIT 17050474 APPLIED.
Review Stop Z ZONING
Rev No 1 Status F Date 2017-03-13 Cont ID  
Sent By rcranci Date 2017-03-13 Time 12:20 Rev Time 0.00
Received By rcaranci Date 2017-03-13 Time 12:20 Sent To  
Notes
2017-03-13 12:22:07PLEASE SUBMIT A LANDSCAPE PERMIT WITH LANDSCAPE PLAN
 SHOWING REPLACEMENT OF TREES AND HEDGE IN LANDSCAPE
 BUFFER ADJACENT TO STAIRS.
 CONTACT RAY CARANCI, LANDSCAPE PLANNER 561-822-1462


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