Plan Review Details - Permit 17070763
Plan Review Stops For Permit 17070763
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-07-29 Cont ID  
Sent By jwitmer Date 2017-07-29 Time 11:47 Rev Time  
Received By jwitmer Date 2017-07-29 Time 09:00 Sent To  
Notes
2017-07-29 11:40:162014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17070763
 ADD: 1100 NORTHPOINT PKWY.
 CONT: ANDERSON-MOORE CONSTRUCTION
 TEL: 561-308-1590
 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: SAT. JULY 29/ 2017
 ACTION: DENIED
  
 1) PLEASE PROVIDE AN OVERALL LIFE SAFETY PLAN OF THE
 BUILDING PROVIDING THE MEANS OF EGRESS FOR THE 1ST AND
 SECOND FLLOOR INCLUDING THE EXIT STAIRS. 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.
 107.3.5.1.1. COMMERCIAL BUILDINGS/ BUILDING REVIEW
 MINIMUM BUILDING TYPE & SQUARE FEET PER FLOOR
 BUILDING FIRE SPRINKLERED OR NOT/ REQUIRED?
 OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE:
 OCCUPANCY LOAD
 GROSS
 NET
 MEANS OF EGRESS
 EXIT ACCESS
 EXIT
 EXIT DISCHARGE
 STAIRS CONSTRUCTION/GEOMETRY AND PROTECTION
  
 2) THE SHEET AD1.1. THE DEMOLISHION SHEET NOTE18 IS THE
 REMOVAL OF THE STAIR, HANDRAIL & GUARDRAIL SYSTEMS,
 SHEET ALS 1.1. & A.1.1.1. NOTE NUMBER 9 INDICATES THE
 WINDOWS LOCATED ON THE 1ST FLOOR AND 2ND FLOOR ARE TO
 REMAIN. THIS CREATES A 2 STORY ATRIUM, THE LIFE SAFETY
 PLAN DOES NOT STATE UNDER THE BUILDING DESCRIPTION TYPE
 OF BUILDING OR IF THE BUILDING IS FIRE SPRINKLERED OR
 NOT.
  
 2A) SHEET ALS 1.1. UNDER THE HEADING COMMON PATH OF
 TRAVEL IS FOR UNSPRINKLERED BUILDING.
 2B) SHEET ALS 1.1. UNDER THE HEADING DEAD END NOTS
 UNSPRINKLERED BUILDING.
 2C) SHEET ALS 1.1. UNDER THE HEADING OCCUPANT FINISHES
 SPRINKLERS
 2D) SHEET ALS 1.1. UNDER THE HEADING COMMON PATH OF
 TRAVEL ALSO LIST < 30 OCCUPANTS. THIS WOULD BE CORRECT
 IF THE WORK WAS IN A TENANT SPACE WITH AN OCCUPANT LOAD
 WAS UNDER 30 BUT THERE IS OCCUPANT LOADS ON THE 1ST AND
 SECOND FLOOR THAT WILL BE TRAVELINGTHROUGH THE COMMON
 AREAS OF THE BUILDING.
  
 3) SHEET ALS1.1, A.1.1.1. & A.3.0.1. PLEASE REVIEW THE
 REQUIREMENTS FOR AN ATRIUM (2 STORY NOT REQUIRING SMOKE
 CONTROL) SEE SECTIONS 404.3 EXCEPTION # 1 AND 404.6 AND
 EXCEPTIONS, PLEASE PROVIDE HOW CODE COMPLIANCE WILL BE
 ACHIEVED?
  
 4) SHEET A.30.1. DETAILS 1,2,3 & 4 ALL SHOW THE NEW
 STAIR WITH OPEN RISERS.
 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.
 2014 FBC-ACCESSIBILITY CODE SECTIONS:
 210.1 INTERIOR AND EXTERIOR STAIRS THAT ARE PART OF A
 MEANS OF EGRESS SHALL COMPLY WITH 504.
 504.3 OPEN RISERS. OPEN RISERS ARE NOT PERMITTED.
  
 5) SHEET A.30.1. DETAILS 1,2,3 & 4 SHOW A NEW STAIR BUT
 THE DESIGNER OF RECORD HAS NOT GIVEN ANY DESIGN CRITEIA
 FOR THE NEW STAIR FOR LIVE LOADS PER FBC-B TABLE 1607
 (30) STAIRS, HANDRAILS AND GUARDRAIL PER 1607.8.1,
 &1607.8.1.1. THE NOTE ON SHEET A3.0.1 INDICATES THE
 STAIR IS TO BE DESIGNED BY A SPECIALTY ENGINEER BUT THE
 DESIGN REQUIREMENTS ARE NOT MENTIONED.
  
 6A) SHEET A.30.1. DETAILS 1,2,3 & 4 SHOW A NEW STAIR
 BUT THE DESIGNER OF RECORD HAS NOT GIVEN ANY DESIGN
 CRITEIA FOR THE NEW STAIR GLASS GUARD. PLEASE ALSO
 PROVIDE COMPLIANCE WITH FBC-B 2407.1.1 LOADS. THE
 PANELS AND THEIR SUPPORT SYSTEM SHALL BE DESIGNED TO
 WITHSTAND THE LOADS SPECIFIED IN SECTION 1607.8. A
 SAFETY FACTOR OF FOUR SHALL BE USED.
  
 6B) 2407.1.2 SUPPORT. EACH HANDRAIL OR GUARD SECTION
 SHALL BE SUPPORTED BY A MINIMUM OF THREE GLASS
 BALUSTERS OR SHALL BE OTHERWISE SUPPORTED TO REMAIN IN
 PLACE SHOULD ONE BALUSTER PANEL FAIL. GLASS BALUSTERS
 SHALL NOT BE INSTALLED WITHOUT AN ATTACHED HANDRAIL OR
 GUARD.
  
 7) SHEET S-1 SHOWS A NEW 4 INCH SLAB AT THE NEW STAIR
 LOCATION, NO FOUNDATION UNDER THE NEW STAIR. THE WALLS
 SURROUNDING THE STAIR ARE NOT MENTIONED IF THEY ARE
 CONSIDERED BEARING WALLS, IT WOULD APPEAR THE
 MID-LANDING WILL NEED TO BE BEARING ON THESE WALLS OR
 ATTACHED TO THE BACK WALL FOR LATERAL SUPPORT. THERE IS
 ALSO MENTION OF HOW THE NEW STAIR WILL BE ANCHORED INTO
 THE FOUR IN THICK SLAB, NOR AT THE 2ND FLOORLANDING
 AGAIN THIS IS ALSO A UNKNOWN. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED FOR THE SPECIALTY ENGINEER TO
 DESIGN FOR THE ANCHORING/ SECURING OFTHE STAIR
 STTRUCTURE.
  
 8) SHEET A4.02 DETAILS 1-3 ALL SHOW THE FEATURED WALL
 TO BE FURRED OUT TYPE OF CONSTRUCTION AND EXCEED THE 1
 3/4 INCH FURRING STRIPS ALLOWED IN FBC-B 803.11.1.1.
 FURRING STRIPS SHALL COMPLY WITH ONE OF THE FOLLOWING:
  
 1. BE FILLED WITH MATERIAL THAT IS INORGANIC OR
 NONCOMBUSTIBLE;
  
 2. BE FILLED WITH MATERIAL THAT MEETS THE REQUIREMENTS
 OF A CLASS A MATERIAL IN ACCORDANCE WITH SECTION
 803.1.1 OR 803.1.2; OR
  
 3. BE FIREBLOCKED AT A MAXIMUM OF 8 FEET (2438 MM) IN
 EVERY DIRECTION IN ACCORDANCE WITH SECTION 718.
  
 9) 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.
  
 THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE
 COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR
 ON SUBSEQUENT REVIEWS.
  
 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 1 Status P Date 2017-08-03 Cont ID  
Sent By jpearson Date 2017-08-03 Time 09:38 Rev Time 0.00
Received By jpearson Date 2017-08-03 Time 09:38 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2017-07-24 Cont ID  
Sent By pleduc Date 2017-07-24 Time   Rev Time 0.00
Received By pleduc Date 2017-07-24 Time 12:30 Sent To  
Notes
2017-07-24 15:10:00THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED
 AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE
 PROVISO COMMENTS WILL RESULT IN A FAILED FIRE
 INSPECTION.
  
  
 1) ANY FIRE ALARM WORK SHALL BE DONE UNDER SEPARATE
 SHOP DRAWINGS BY CERTIFIED LIFE SAFETY CONTRACTORS.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2017-08-08 Time   Rev Time 0.00
Received By lmarchan Date 2017-07-19 Time 08:20 Sent To  
Notes
2017-07-21 08:20:12B12
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2017-07-29 Cont ID  
Sent By jwitmer Date 2017-07-29 Time 11:47 Rev Time  
Received By jwitmer Date 2017-07-29 Time 09:00 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-08-08 Cont ID  
Sent By ccole Date 2017-08-08 Time 18:16 Rev Time 0.00
Received By ccole Date 2017-08-08 Time 18:16 Sent To  
Notes
2017-08-08 18:18:141ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17070763
 8/8/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PROVIDE THE SUPPLY AND RETURN CFMS AT THE DIFFUSER
 AND RETURN GRILL LOCATIONS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status P Date 2017-07-29 Cont ID  
Sent By jwitmer Date 2017-07-29 Time 10:09 Rev Time 0.00
Received By jwitmer Date 2017-07-29 Time 09:01 Sent To  
Notes
2017-07-29 10:09:15 
  
 2014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17070763
 ADD: 1100 NORTHPOINT PKWY.
 CONT: ANDERSON-MOORE CONSTRUCTION
 TEL: 561-308-1590
 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: SAT. JULY 29/ 2017
 ACTION: PASSED
  
 FLOOD ZONE A-8
 FIRM MARCH 01/ 1979
 COMMUNITY-PANEL NUMBER:
 120229 0015 B
 EFECTIVEE DATE:
 MARCH 01/ 1979
  
 YEAR BUILT: 1990
  
 1100 NORTHPOINT PKWY
 FLOOD ZONE A-8
 BASE FLOOD: ELE. 15.00 FT. NGVD
  
 IMPROVEMENT VALUE OF BUILDING: $3,387,828.00
 LATEST 5 YEAR VALUE OF IMPROVEMENTS $ 480,850.00
 PER CENT OF IMPROVEMENT VALUE 00.1419%
 < 50% OF THE APPRAISED BUILDING VALUE
 __________________________________________
 NOT A SUBSTANIAL IMPROVEMENT / SEE ATTACHMENTS A-C.
  
 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 P PLUMBING
Rev No 1 Status F Date 2017-07-27 Cont ID  
Sent By gjohnson Date 2017-07-27 Time 09:58 Rev Time 0.00
Received By gjohnson Date 2017-07-26 Time 17:20 Sent To  
Notes
2017-07-27 10:19:251ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. ONE OF THE URINALS SHALL COMPLY WITH FBC ACC 213.3.4
 605.2 HEIGHT AND DEPTH.
 URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE
 WITH THE RIM 17 INCHES (430 MM) MAXIMUM ABOVE THE
 FINISH FLOOR OR GROUND.
  
 2. SHOW COMPLIANCE WITH FBC ACC 602.7 DRINKING
 FOUNTAINS FOR STANDING PERSONS.
 SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING
 PERSONS SHALL BE 38 INCHES (965 MM) MINIMUM AND 43
 INCHES (1090 MM) MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
 602.5 SPOUT LOCATION.
 THE SPOUT SHALL BE LOCATED 15 INCHES (380 MM) MINIMUM
 FROM THE VERTICAL SUPPORT AND 5 INCHES (125 MM) MAXIMUM
 FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS.
 602.2 CLEAR FLOOR SPACE.
 UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE
 COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH
 AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 3. THE PLAN SHOWS THE END OF THE SIDE GRAB BAR 6" OFF
 REAR WALL IT SHALL COMPLY WITH FBC ACC 604.5.1 SIDE
 WALL.
 THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1065 MM)
 LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM
 THE REAR WALL AND EXTENDING 54 INCHES (1370 MM) MINIMUM
 FROM THE REAR WALL.
  
 4. SHT. ALS.1.1 AND A1.1.1 SHOWS A DOUBLE WATER
 FOUNTAIN SHT P2.2 SHOWS A SINGLE PLEASE CLARIFY. PER
 WPB AMEND TO FBC 107.2.1
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  


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