Plan Review Details - Permit 19120804
Plan Review Stops For Permit 19120804
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 3 Status P Date 2020-06-02 Cont ID  
Sent By pvalenti Date 2020-06-01 Time 16:47 Rev Time 0.00
Received By pvalenti Date 2020-06-01 Time 14:08 Sent To  
Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status F Date 2020-03-11 Cont ID  
Sent By jwitmer Date 2020-03-11 Time 10:35 Rev Time 0.00
Received By jwitmer Date 2020-03-11 Time 10:30 Sent To  
Notes
2020-03-11 10:35:132ND REQUEST. RESPONSE INDICATES, ACKNOWLEDGEMENT SENT
 UNDER SEPARATE COVER BY WALKER DESIGN & CONSTRUCTION.
 AT THE TIME OF THIS REVIEW NO LETTER HAS BEEN RECEIVED
 FROM THE CONTRACTOR ALLOWING US TO PASS THE ASBESTOS
 STOP.
  
 ASBESTOS COMMERCIAL. PLEASE PROVIDE A SIGNED
 ACKNOWLEDGEMENT FROM THE CONTRACTOR, ON LETTERHEAD,
 STATING THAT THE INSTRUCTIONS ON THE WEBSITE OF
 ASBESTOS PROGRAM COORDINATOR, FLORIDA DEPARTMENT OF
 HEALTH PALM BEACH COUNTY WILL BE FOLLOWED AND THAT
 NOTIFICATION WILL BE GIVEN TIMELY. ADDITIONAL
 INFORMATION REGARDING ASBESTOS REQUIREMENTS CAN BE
 FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND ?ASBESTOS? IN THE SUBJECT LINE.
  
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2020-01-21 Cont ID  
Sent By jwitmer Date 2020-01-21 Time 15:01 Rev Time 0.00
Received By jwitmer Date 2020-01-21 Time 08:52 Sent To  
Notes
2020-01-21 15:01:19BUILT IN 1958. ASBESTOS COMMERCIAL. PLEASE PROVIDE A
 SIGNED ACKNOWLEDGEMENT FROM THE CONTRACTOR, ON
 LETTERHEAD, STATING THAT THE INSTRUCTIONS ON THE
 WEBSITE OF ASBESTOS PROGRAM COORDINATOR, FLORIDA
 DEPARTMENT OF HEALTH PALM BEACH COUNTY WILL BE FOLLOWED
 AND THAT NOTIFICATION WILL BE GIVEN TIMELY. ADDITIONAL
 INFORMATION REGARDING ASBESTOS REQUIREMENTS CAN BE
 FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND ?ASBESTOS? IN THE SUBJECT LINE.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date   Cont ID  
Sent By   Date 2020-06-16 Time   Rev Time 0.00
Received By pvalenti Date 2020-06-16 Time 14:12 Sent To  
Notes
2020-06-16 14:29:22PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
 FBC M = FBC MECHANICAL
  
 4TH BUILDING REVIEW APPROVED WITH THE FOLLOWING
 PROVISOS:
  
 A) PROVIDE A REVISION FOR THE TYPE OF CONSTRUCTION THAT
 INCLUDES COMBUSTIBLE ROOF FRAMING OR INDICATES THE
 REQUIRED CHANGE TO NON-COMBUSTIBLE ROOF FRAMING AS PER
 TYPE OF CONSTRUCTION INDICATED.
  
 B) PROVIDE A REVISION FOR ADJUSTING THE 2ND FLOOR
 BATHROOM TO AN ACCESSIBLE BATHROOM AS PER NOTES
 INDICATED ON PAGE A4.0 DETAIL 2/A4.0.
 NOTE: THE 1ST FLOOR BATHROOM PLUMBING FIXTURE CLEAR
 FLOOR SPACE MUST COMPLY WITH THE FLORIDA ACCESSIBILITY
 CODE AS NOTED ON PAGE A4.0 DETAIL 1/A4.0.
  
 C) APPROVED WITH PROVISO: FBC B 107.3.4.1, PLEASE
 PROVIDE THE PRODUCT APPROVALS FOR ALLCOMPONENTS &
 CLADDING. 2017 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 ,MULLIONS
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS, ACM PANELS
 (D) ROOFING PRODUCTS AND ASSEMBLIES.
  
 D) APPROVED WITH PROVISO: PLEASE PROVIDE WELDING AND
 BOLTING DOCUMENTATION IN ACCORDANCE WITH 2017 FBC?B
 2204.1 WELDING
 2017 FBC?B 2204.2 BOLTING.
 AWS D1.1 CLAUSE 3.1: AT TIME OF INSPECTION PLEASE
 PROVIDE A WELD PROCEDURE SPECIFICATION; THE W.P.S.
 SPECIFIES THE REQUIRED ESSENTIAL VARIABLES INCLUDING:
 BASE MATERIALS, JOINTS, PROCESS, AND FILLER METALS TO
 BE USED.
 AWS D1.1 CLAUSE 4.15: AT TIME OF INSPECTION PLEASE
 PROVIDE A WELDER PERFORMANCE QUALIFICATION RECORD; THE
 W.P.Q.R. PROVIDES INFORMATION WHICH CAN BE USED TO
 VERIFY THE WELDER?S QUALIFICATION AND CERTIFICATION AS
 IT RELATES TO THE WELDING REQUIREMENTS OF THE PROJECT.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2020-06-02 Cont ID  
Sent By pvalenti Date 2020-06-02 Time 12:19 Rev Time 0.00
Received By pvalenti Date 2020-06-01 Time 14:07 Sent To  
Notes
2020-06-02 12:19:20PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
 FBC M = FBC MECHANICAL
  
 3RD BUILDING REVIEW DENIED:
  
 1) OK
  
 2) FBC B AND WPB CODE AMENDMENTS 109.3, PLEASE PROVIDE
 A MORE CLEAR AND DETAILED BREAKDOWN OF COST, INCLUDING
 THE BREAKDOWN OF ESTIMATES FROM ELEVATOR COMPANY AND
 ALL OTHER SUBCONTRACTORS ESTIMATES.
  
 3) OK
  
 4) FBC B 508.2.3, THE STORED MATERIAL STILL FALLS UNDER
 THE GROUPING OF "S-2" AND CONSIDERING THE AREA IS
 LARGER THANTEN PERCENT OF THE FLOOR AREA, THIS CANNOT
 BE CONSIDERED AS ACCESSORY OCCUPANCY TO GROUP "B".
 PLEASE PROVIDE DETAILS ON THE TWO HOUR FIRE RATING
 BETWEEN OCCUPANCIES.
  
 5) OK
  
 6A) FBC B TABLE 1607.1, PLEASE SHOW THE LIVE LOADS FOR
 THE SECOND FLOOR STORAGE OCCUPANCY.
  
 6B), 6C), AND 6D) OK
  
 6E) FBC B TABLE 1607.1, 1607.8.1, AND 1609, THE DESIGN
 PARAMETERS FOR THE STAIRS NEEDS TO BE ON THE PLANS.
  
 7) FBC B 603.1.1.3, ON SHEET A-7 PLEASE PROVIDE A NOTE
 THAT THE ROOF FRAMING ALONG WITH THE ROOF SHEATHING
 NEEDS TO BE FIRE RATED.
  
 8) OK
 9) OK
 10) OK
  
 11) 12) APPROVED WITH PROVISO: FBC B 107.3.4.1, PLEASE
 PROVIDE THE PRODUCT APPROVALS FOR ALLCOMPONENTS &
 CLADDING. 2017 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 ,MULLIONS
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS, ACM PANELS
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 13) OK
  
 14) APPROVED WITH PROVISO: PLEASE PROVIDE WELDING AND
 BOLTING DOCUMENTATION IN ACCORDANCE WITH 2017 FBC?B
 2204.1 WELDING
 2017 FBC?B 2204.2 BOLTING.
 AWS D1.1 CLAUSE 3.1: AT TIME OF INSPECTION PLEASE
 PROVIDE A WELD PROCEDURE SPECIFICATION; THE W.P.S.
 SPECIFIES THE REQUIRED ESSENTIAL VARIABLES INCLUDING:
 BASE MATERIALS, JOINTS, PROCESS, AND FILLER METALS TO
 BE USED.
 AWS D1.1 CLAUSE 4.15: AT TIME OF INSPECTION PLEASE
 PROVIDE A WELDER PERFORMANCE QUALIFICATION RECORD; THE
 W.P.Q.R. PROVIDES INFORMATION WHICH CAN BE USED TO
 VERIFY THE WELDER?S QUALIFICATION AND CERTIFICATION AS
 IT RELATES TO THE WELDING REQUIREMENTS OF THE PROJECT.
  
 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.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2020-03-11 Cont ID  
Sent By jwitmer Date 2020-03-11 Time 15:04 Rev Time 0.00
Received By jwitmer Date 2020-03-11 Time 09:28 Sent To  
Notes
2020-03-11 15:04:432017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19120804
 ADD: 2719 PINEWOOD AVE. BUILDING C
 CONT: WALKER DESIGN & CONSTRUCTION
 TEL: 561-998-0001
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: WED. MARCH 11/ 2020
 ACTION: DENIED
  
 1) THE PERMIT APPLICATION?S ADDRESS IS NOT THE SAME AS
 THE SUBMITTED PLANS. THE TITLEBLOCK INDICATES THE
 ADDRESS AS 2723 PINEWOOD AVE. BUILDING C (A 2 STORY
 STRUCTURE). THE PERMIT APPLICATION ADDRESS HAS BEEN
 STRUCK AND 2723 PINEWOOD AVE INSERTED. THE CORRECTED
 ADDRESS OF 2723 PINEWOOD THE 2 STORY BUILDING, BUILDING
 C.
  
 2) THE VALUE OF THE PERMIT HAS BEEN INCREASED TO
 $45,000.00 DOLLARS, WHICH IS STILL LOW. SINCE THE
 BUILDING IS GOING TO BE STRUCK DOWN TO THE BLOCK WALLS
 AND A CONCRETE 2ND FLOOR, FLOOR SYSTEM, WE ESTIMATE THE
 VALUE OF THE TYPE II-B AT 50% COST AT 111,864.00 IN
 VALUE FOR 2,400 SQUARE FEET USING THE CURRENT ICC COST
 TABLES.
  
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATIVE CODE SECTION 108.3*
 BUILDING PERMIT VALUATION. IF, IN THE OPINION OF THE
 BUILDING OFFICIAL, THE CLAIMED VALUATION OF BUILDING,
 ALTERATION, STRUCTURE, ELECTRICAL, GAS, MECHANICAL, OR
 PLUMBING SYSTEMS APPEARS TO BE UNDER ESTIMATED ON THE
 APPLICATION, THE PERMIT SHALL BE DENIED. FOR PERMITTING
 PURPOSES, VALUATION OF BUILDINGS AND SYSTEMS SHALL BE
 TOTAL REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE
 MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.
 WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING
 PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE
 QUALIFIER AND OWNER AND BRINGS IN THE LISTED
 SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE
 QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND
 LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE
 FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN
 LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR
 EACH PERMIT.
  
 ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK
 STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE
 AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS &
 FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL
 TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED
 SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE,
 LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR
 FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE
 REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT.
 PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE
 ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE
 STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE
 REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE
 BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE
 BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR
 THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE
 PRIME OR MASTER PERMIT.
  
 3) NOTE OF INTEREST. SHEET A-1.0. ADDITIONAL
 INFORMATION IS REQUIRED. THERE IS A DISCREPANCY OF
 SQUARE FOOTAGE FOR BUILDING # 2 ( C ) WITH THE PALM
 BEACH COUNTY PROPERTY APPRAISERS OFFICE, AND WITH THE
 CITY RECORDS (GREEN CARDS) AND THE WORK SHOWN IN THESE
 DRAWINGS. IT WOULD APPEAR THAT YOU ARE PAYING FOR AN
 ADDITIONAL 1,600 SQ. FT. ON TAXES THAT IS NOT THERE.
 PALM BEACH COUNTY HAS THE TOTAL SQUARE FOOTAGE AT 4,000
 SQ. FT. THE CITY RECORDS (GREEN CARDS) MATCH THE
 EXISTING FOOTPRINT OF THE EXISTING BUILDING. THE 1ST
 FLOOR 1,500 SQ. FT. THE 2ND FLOOR OLD APARTMENT 900 SQ.
 FT. FOR A TOTAL OF 2,400 SQ. FT.
 SHEET A1.0 DETAIL # 2INDICATES 1ST FLOOR AS 1,500 SQ.
 FT. AND THE 2ND FLOOR AS 900 SQ. FT. FOR A TOTAL OF
 2,400 SQ. FT. WHEN YOU LOOK AT DETAIL # 7 THE SQUARE
 FOOTAGE FOR THE 1ST FLOOR AND 2ND FLOOR TOTALS TO 3,755
 SQUARE FEET, A LOT CLOSER TO THE P.B. COUNTY PROPERTY
 APPRAISERS FIGURE OF 4,000 SQ. FT. 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 4) 2ND REQUEST. SEMI-COMPLIED. THE TITLE SHEET, A-1.0
 INDICATES THE PRIMARY OCCUPANCY AS S2 ORDINARY HAZARD
 STORAGE AND BUSINESS OCCUPANCY. THE PLAN INDICATES A 2
 HOUR SEPARATION BETWEEN THE S2 AND BUSINESS
 OCCUPANCIES. THEN TAKES AN EXCEPTION LISTING 508.2.4.
 PLEASE REVIEW SECTION 508.2 OF THE 2017 FBC-B.
 ACCESSORY OCCUPANCIES MUST COMPLY WITH THE PROVISIONS
 OF SECTIONS 508.2.1 THROUGH 508.2.4.PLEASE REVIEW
 508.2.3. AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT
 COVER MORE THAN 10% OF THE FLOOR AREA OF THE STORY IN
 WHICH THEY ARE LOCATED. 935/ 2468= 0.378 % OF THE FLOOR
 AREA OVER 0.10%.
 TABLE 508.4 WILL REQUIRE A 2 HOUR FIRE RATING BETWEEN
 THE S2 AND BUSINESS OCCUPANCY.
  
 5) 2ND REQUEST. THE TITLE SHEET, SHEET A-1.0 LIST THE
 CLASSIFICATION OF WORK AS A LEVEL 3 ALTERATION. THE
 LAST KNOWN USE FOR THE 2ND STORY IS AN APARTMENT, WHICH
 WOULD CONSTITUTE A CHANGE OF OCCUPANCY FOR THE UPSTAIRS
 AND COMPLIANCE WITH THE 2017 FBC-EXISTING BUILDING CODE
 SECTION 1001.2.2.1 PARTIAL CHANGE OF OCCUPANCY, PLEASE
 UPDATE THE PLANS.
  
 6A) 2ND REQUEST. THE TITLE SHEET NOR A-1.1 CODES &
 SPECS PROVIDE THE LIVE LOADS THE 2ND FLOOR WAS DESIGNED
 FOR? THE STORAGE OCCUPANCY OF THE 2ND FLOOR DOES NOT
 STATE THE LIVE LOADS TO BE IMPOSED, PLEASE SHOW
 COMPLIANCE WITH 2017 FBC-B TABLE 1607.1(31).
  
 6B) 2ND REQUEST. 2017 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATIVE CODE
 SECTION 106.1 LIVE LOADS POSTED. WHERE THE LIVE LOADS
 FOR WHICH EACH FLOOR OR PORTION THEREOF OF A COMMERCIAL
 OR INDUSTRIAL BUILDING IS OR HAS BEEN DESIGNED TO
 EXCEED 50 PSF, SUCH DESIGN LIVE LOADS SHALL BE
 CONSPICUOUSLY POSTED BY THE OWNER IN THAT PART OF EACH
 STORY IN WHICH THEY APPLY, USING DURABLE SIGNS. IT
 SHALL BE UNLAWFUL TO REMOVE OR DEFACE SUCH NOTICES?
  
 6C) 2ND REQUEST. 2017 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1OF THE ADMINISTRATIVE
 CODE SECTION 106.2 ISSUANCE OF CERTIFICATE OF
 OCCUPANCY. A CERTIFICATE OF OCCUPANCY REQUIRED BY
 SECTION 111 SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD
 SIGNS, REQUIRED BY SECTION 106.1, HAVE BEEN INSTALLED.
  
 6D)2ND REQUEST. 2017 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1 OF THE ADMINISTRATIVE
 CODE SECTION 106.3 RESTRICTIONS ON LOADING. IT SHALL BE
 UNLAWFUL TO PLACE, OR CAUSE OR PERMIT TO BE PLACED, ON
 ANY FLOOR OR ROOF OF A BUILDING, STRUCTURE OR PORTION
 THEREOF, A LOAD GREATER THAN IS PERMITTED BY THIS CODE.
 PLEASE PROVIDE CALCULATIONS FOR THE ALLOWABLE LOADS TO
 BE POSTED.
  
 6E) 2ND REQUEST. THE TITLE SHEET UNDER THE SCOPE OF
 WORK STATES ON THE EXTERIOR OF THE BUILDING (REAR/ WEST
 SIDE) A NEW METAL STAIRWAY AND STEEL COLUMNS ARE TO BE
 DESIGNED BY A DELEGATE ENGINEER. THE DESIGN
 PROFESSIONAL HAS NOT PROVIDED DESIGN PARAMETERS FOR THE
 STAIR (FBC-B TABLE 1607.1(30). THERE IS NO DESIGN
 PERIMETERS FOR THE HANDRAIL OR GUARDRAIL SYSTEMS, FBC-B
 1607.8.1, 1609, WIND.
  
 7) 2ND REQUEST. SHEET A1.1 CODES AND SPECS UNDER THE
 HEADING OF FIRE RESISTANCE RATING REQUIREMENT DETAIL 4
 FOR BUILDING ELEMENTS TABLE 601- FOR TYPE: V-B
 CONSTRUCTION. UNDER THE HEADING # 2 PROJECT INFORMATION
 THE CONSTRUCTION TYPE IS LISTED AS CONSTRUCTION TYPE
 II-B. PLEASE CORRECT CONSTRUCTION TYPE, THE PLANS HAVE
 TO BE DESIGNED TO THE SAME CONSTRUCTION TYPE. YOU HAVE
 INDICATED THROUGHOUT THE PLANS (A-6.0) THE ROOF
 SHEATHING HAS TO BE FIRE RETARDANT TREATED WOOD,
 CONSISTENT WITH CONSTRUCTION TYPE II-B CONSTRUCTION.
 SHEET A-6.0 DOES NOT STATE THE REMOVAL OF THE EXISTING
 ROOF JOIST AND REPLACEMENT WITH FIRE-RESISTANT TREATED
 WOOD AS REQUIRED BY THE 2017 FBC-B SECTION 603.1.1.3.
 SHEET A-7.0 INDICATES A NEW PRE-ENGINEERED GALVALUME
 MR-24 STANDING SEAM ROOF OVER PRE-EXISTING ROOF. NO
 MENTION AS TO THE FIRE RETARDANT TREATED ROOF FRAMING
 MEMBERS AND FIRE RETARDANT TREATED ROOF SHEATHING.
  
 8A) 2ND REQUEST. SHEET A4.4. WHEN THERE IS ONLY ONE
 MEANS OF EGRESS YOU TAKE THE DISTANCE OUT OF THE EXIT
 DOOR AND DOWN THE STAIRS TO THE 1ST FLOOR LANDING. IT
 APPEARS THE 2ND FLOOR OCCUPANCY ONLY HAVING ONE MEANS
 OF EGRESS IS OVER THE COMMON PATH OF TRAVEL FOR STORIES
 WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER
 OCCUPANCIES SEE THE 2017 FBC-B TABLE 1006.3.2(2). FOR
 STORAGE OCCUPANCIES THE COMMON PATH OF TRAVEL IS
 LIMITED TO 75 FEET. THE COMMON PATH OF TRAVEL IS
 MEASURED FROM THE FURTHEST POINT ON THE ROOF DECK
 THROUGH THE 2ND FLOOR AND DOWN THE STAIRS TO THE BOTTOM
 LANDING THAT IS WHERE YOU HAVE A CHOICE OF DIRECTION TO
 THE PUBLIC WAY.
  
 8B-G) COMPLIED.
  
 9-10) COMPLIED.
  
 11) COMPONENTS & CLADDING. 2017 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 ,MULLIONS
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS, ACM PANELS
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 11A-C) COMPLIED.
  
 12A-G) PROVISO: ACM PANELS NOA: 18-0725.15 SHOP
 DRAWINGS FOR THIS SYSTEM WILL BE SUBMITTED BY THE
 DELEGATE CONTRACTOR TO THE ARCHITECT FOR REVIEW AND
 APPROVAL.
  
 12H) ROOF PRODUCT APPROVAL NOA 19-0708.07 SHOP DRAWINGS
 FOR THIS SYSTEM WILL BE SUBMITTED BY THE DELEGATE
 CONTRACTOR TO THE ARCHITECT FOR REVIEW AND APPROVAL.
  
 13) A-4.0 2017 FBC-ACCESSIBILITY CODE: .
 13A-B) COMPLIED.
  
 13C)(1) THE LIFE SAFETY PLAN AND A-4.0 SHOW THE HIGH/
 LOW DRINKING FOUNTAINS. PLEASE SHOW COMPLIANCE WITH THE
 2017 FBC-ACCESSIBILITY CODE SECTION 211.2 MINIMUM
 NUMBER. NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE
 PROVIDED. ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.1
 THROUGH 602.6 AND ONE DRINKING FOUNTAIN SHALL COMPLY
 WITH 602.7.
 EXCEPTION: WHERE A SINGLE DRINKING FOUNTAIN COMPLIES
 WITH 602.1 THROUGH 602.6 AND 602.7, IT SHALL BE
 PERMITTED TO BE SUBSTITUTED FOR TWO SEPARATE DRINKING
 FOUNTAINS.
  
 13C)(2) DEPENDING ON THE LOCATION OF THE DRINKING
 FOUNTAINS THE NEED TO SHOW COMPLIANCE WITH THE 2017
 FBC-ACCESSIBILITY CODE SECTION 602.1 DRINKING FOUNTAINS
 SHALL COMPLY WITH 307. PROTRUDING OBJECTS.
  
 13D) DETAIL # 5 MAKES REFERENCES TO FACBC 11.4 THIS
 REFERENCE IS NOT TO THE CURRENT CODE SECTIONS. UNDER
 THE 2017 FBC-ACCESSIBILITY CODE THERE IS NO CHAPTER 11.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 14) BUILDING PROVISO: SHEETS A-6.0 AND S-3.0 BOTH SHOW
 THE INSTALLATION OF STRUCTURAL STEEL FRAMING MEMBERS
 AND ANCHORING OF ROOF FRAMING INTO THE TWIN TEE ROOF
 FRAMING. WHEN THERE IS EITHER WELDING OR BOLTING OF
 STRUCTURAL MEMBERS THEN THE CONTRACTOR IS REQUIRED TO
 PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER OPERATOR
 PERFORMANCE QUALIFICATION RECORDS IN ACCORDANCE WITH
 THE REFERENCED STANDARDS AT TIME OF INSPECTION. IN
 ACCORDANCE WITH THE AMERICAN WELDING SOCIETY.
 2017 FBC-B 2204.1 WELDING
 2017 FBC-B 2204.2 BOLTING.
 THE CONTRACTOR WOULD NEED TO GET A 3RD PARTY ENGINEER
 TO PROVIDE INSPECTIONS. CURRENTLY THERE ARE NO SHOP
 DRAWING SUBMITTED, CONNECTION TYPE ARE UNKNOWN.
 IF THERE IS ANY QUESTIONS ABOUT THE CODE REQUIREMENTS
 FOR THIS SECTION, PLEASE CONTACT THE CHIEF BUILDING
 INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU.
  
 15) 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
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2020-01-21 Cont ID  
Sent By jwitmer Date 2020-01-21 Time 15:04 Rev Time 0.00
Received By jwitmer Date 2020-01-21 Time 08:51 Sent To  
Notes
2020-01-22 10:49:472017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19120804
 ADD: 2719 PINEWOOD AVE. BUILDING C
 CONT: WALKER DESIGN & CONSTRUCTION
 TEL: 561-998-0001
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. JAN. 21/2020
 ACTION: DENIED
  
 1) THE PERMIT APPLICATION?S ADDRESS IS NOT THE SAME AS
 THE SUBMITTED PLANS. THE TITLEBLOCK INDICATES THE
 ADDRESS AS 2723 PINEWOOD AVE. BUILDING C (A 2 STORY
 STRUCTURE). THE PERMIT APPLICATION HAS 2715 AND 2719
 PINEWOOD. 2715 PINEWOOD IS BUILDING A. BUILDING B HAS
 THE ADDRESSES OF 2719 & 2723 (2 TENANTS) AND BUILDING C
 HAS THE ADDRESS OF 2723 PINEWOOD, VERIFIED BY GOOGLE
 STREET SCAPE. PLEASE CORRECT THE ADDRESSING.
  
 2) THE VALUE OF THE PERMIT VALUE IS EXTREMELY,
 EMBRACING LOW FOR THE SCOPE OF WORK ($9,500.00) FOR THE
 REMODEL OF A 2 STORY STRUCTURE INCLUDING NEW STEEL
 STAIRWAY. BEFORE THE NEXT SUBMITTAL PLEASE UPDATE THE
 VALUE TO AN APPROPRIATE VALUE FOR THE SCOPE OF WORK.
 OTHERWISE WE WILL DO A CALCULATED VALUE USING THE
 CURRENT ICC COST TABLES.
  
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATIVE CODE SECTION 108.3*
 BUILDING PERMIT VALUATION. IF, IN THE OPINION OF THE
 BUILDING OFFICIAL, THE CLAIMED VALUATION OF BUILDING,
 ALTERATION, STRUCTURE, ELECTRICAL, GAS, MECHANICAL, OR
 PLUMBING SYSTEMS APPEARS TO BE UNDER ESTIMATED ON THE
 APPLICATION, THE PERMIT SHALL BE DENIED. FOR PERMITTING
 PURPOSES, VALUATION OF BUILDINGS AND SYSTEMS SHALL BE
 TOTAL REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE
 MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.
 WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING
 PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE
 QUALIFIER AND OWNER AND BRINGS IN THE LISTED
 SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE
 QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND
 LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE
 FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN
 LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR
 EACH PERMIT.
  
 ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK
 STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE
 AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS &
 FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL
 TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED
 SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE,
 LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR
 FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE
 REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT.
 PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE
 ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE
 STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE
 REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE
 BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE
 BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR
 THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE
 PRIME OR MASTER PERMIT.
  
 3) NOTE OF INTEREST. SHEET A-2.0. ADDITIONAL
 INFORMATION IS REQUIRED. THERE IS A DISCREPANCY OF
 SQUARE FOOTAGE FOR BUILDING # 2 WITH THE PALM BEACH
 COUNTY PROPERTY APPRAISERS OFFICE, AND WITH THE CITY
 RECORDS (GREEN CARDS) AND THE WORK SHOWN IN THESE
 DRAWINGS. IT WOULD APPEAR THAT YOU ARE PAYING FOR AN
 ADDITIONAL 1,600 SQ. FT. ON TAXES THAT IS NOT THERE.
 PALM BEACH COUNTY HAS THE TOTAL SQUARE FOOTAGE AT 4,000
 SQ. FT. THE CITY RECORDS (GREEN CARDS) MATCH THE
 EXISTING FOOTPRINT OF THE EXISTING BUILDING. THE 1ST
 FLOOR 1,500 SQ. FT. THE 2ND FLOOR OLD APARTMENT 900 SQ.
 FT. FOR A TOTAL OF 2,400 SQ. FT.
  
 4) THE TITLE SHEET ? A-1.0 INDICATES THE PRIMARY
 OCCUPANCY AS S2 ORDINARY HAZARD STORAGE. A S-2 STORAGE
 OCCUPANCY IS VERY SPECIFIC AS TO WHAT TYPE OF MATERIALS
 ARE CLASSIFIED AS S-2 STORAGE CONSIST OF
 NON-COMBUSTIBLE MATERIALS. PLEASE IDENTIFY THE TYPES OF
 MATERIALS THAT ARE TO BE STORED. SHOW COMPLIANCE WITH
 311.3 OF THE 2017 FBC-B. THERE ARE ADDITIONAL
 REQUIREMENTS FOR S-1 STORAGE FOR CERTAIN MATERIALS AND
 THE AMOUNT OF SQUARE FOOTAGE INVOLVED. SEE 903.2.9 OF
 THE 2017 FBC-B.
  
 5) THE TITLE SHEET ? A-1.0 LIST THE CLASSIFICATION OF
 WORK AS A LEVEL 3 ALTERATION. THE LAST KNOWN USE FOR
 THE 2ND STORY IS A APARTMENT, WHICH WOULD CONSTITUTE A
 CHANGE OF OCCUPANCY FOR THE UPSTAIRS AND COMPLIANCE
 WITH THE 2017 FBC-EXISTING BUILDING CODE SECTION
 1001.2.2.1 PARTIAL CHANGE OF OCCUPANCY, PLEASE UPDATE
 THE PLANS.
  
 6A) THE TITLE SHEET NOR A-1.1 CODES & SPECS PROVIDE THE
 LIVE LOADS THE 2ND FLOOR WAS DESIGNED FOR? THE STORAGE
 OCCUPANCY OF THE 2ND FLOOR DOES NOT STATE THE LIVE
 LOADS TO BE IMPOSED, PLEASE SHOW COMPLIANCE WITH 2017
 FBC-B TABLE 1607.1(31).
  
 6B) 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATIVE CODE SECTION
 106.1 LIVE LOADS POSTED. WHERE THE LIVE LOADS FOR WHICH
 EACH FLOOR OR PORTION THEREOF OF A
 COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN
 DESIGNED TO EXCEED 50 PSF, SUCH DESIGN LIVE LOADS SHALL
 BE CONSPICUOUSLY POSTED BY THE OWNER IN THAT PART OF
 EACH STORY IN WHICH THEY APPLY, USING DURABLE SIGNS. IT
 SHALL BE UNLAWFUL TO REMOVE OR DEFACE SUCH NOTICES?
  
 6C) 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1OF THE ADMINISTRATIVE CODE
 SECTION 106.2 ISSUANCE OF CERTIFICATE OF OCCUPANCY. A
 CERTIFICATE OF OCCUPANCY REQUIRED BY SECTION 111
 SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD SIGNS,
 REQUIRED BY SECTION 106.1, HAVE BEEN INSTALLED.
  
 6D) 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1 OF THE ADMINISTRATIVE CODE
 SECTION 106.3 RESTRICTIONS ON LOADING. IT SHALL BE
 UNLAWFUL TO PLACE, OR CAUSE OR PERMIT TO BE PLACED, ON
 ANY FLOOR OR ROOF OF A BUILDING, STRUCTURE OR PORTION
 THEREOF, A LOAD GREATER THAN IS PERMITTED BY THIS CODE.
  
 6E) THE TITLE SHEET UNDER THE SCOPE OF WORK STATES ON
 THE EXTERIOR OF THE BUILDING (REAR/ WEST SIDE) A NEW
 METAL STAIRWAY AND STEEL COLUMNS ARE TO BE DESIGNED BY
 A DELEGATE ENGINEER. THE DESIGN PROFESSIONAL HAS NOT
 PROVIDED DESIGN PARAMETERS FOR THE STAIR (FBC-B TABLE
 1607.1(30). THERE IS NO DESIGN PERIMETERS FOR THE
 HANDRAIL OR GUARDRAIL SYSTEMS, FBC-B 1607.8.1, 1609,
 WIND.
  
 7) SHEET A1.1 CODES AND SPECS UNDER THE HEADING OF FIRE
 RESISTANCE RATING REQUIREMENT FOR EXTERIOR WALLS TABLE
 602- BUILDING TYPE II-B. PLEASE CORRECT CONSTRUCTION
 TYPE, PLANS INDICATE CONSTRUCTION TYPE V-B. 107.2.1.2.
 ADDITIONAL INFORMATION IS REQUIRED.
  
 8A) THE TITLE SHEET DOES NOT INDICATE A LIFE SAFETY
 SHEET. IT APPEARS THE 2ND FLOOR OCCUPANCY ONLY HAVING
 ONE MEANS OF EGRESS IS OVER THE COMMON PATH OF TRAVEL
 FOR STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR
 OTHER OCCUPANCIES SEE THE 2017 FBC-B TABLE 1006.3.2(2).
 FOR STORAGE OCCUPANCIES THE COMMON PATH OF TRAVEL IS
 LIMITED TO 75 FEET. THE COMMON PATH OF TRAVEL IS
 MEASURED FROM THE FURTHEST POINT ON THE ROOF DECK
 THROUGH THE 2ND FLOOR AND DOWN THE STAIRS TO THE BOTTOM
 LANDING THAT IS WHERE YOU HAVE A CHOICE OF DIRECTION TO
 THE PUBLIC WAY.
  
 8B) THE SECOND ISSUE WITH THE 2ND FLOOR, ON THE TITLE
 SHEET DETAIL # 7 INDICATES THE OCCUPANT LOADS, BUT
 THERE WAS NO OCCUPANT LOAD TAKEN FOR THE ROOF DECK,
 THERE IS A EXTERIOR DOOR THAT LEADS OUT ONTO THE ROOF
 DECK. PLEASE ASSIGN AN OCCUPANT LOAD TO THE ROOF DECK.
  
 8C) EVEN WITH A BUSINESS OCCUPANCY 600 SF/ 100= 6
 OCCUPANTS. WHICH WOULD REQUIRE VERTICAL ACCESSIBILITY.
 SEE THE 2017 FBC-ACCESS. CODE 201.1.1.
  
 8D) WITH THE 2ND FLOOR HAVING AN OCCUPANT LOAD OVER 5
 AND THE REQUIREMENT FOR VERTICAL ACCESSIBILITY PLEASE
 SHOW THE 2ND FLOOR BATHROOM AND SHOWER AS AN ACCESSIBLE
 BATHROOM. PLEASE SHOW COMPLIANCE WITH THE 2017
 FBC-ACCESSIBILITY CODE SECTION 213.2.
  
 8E)(1) SHEET A4.0 THE 1ST & 2ND FLOOR PLAN IS MISSING
 REQUIRED DRINKING FOUNTAINS. DRINKING FOUNTAIN. 2017
 FBC-ACCESSIBILITY CODE SECTION 211.2 MINIMUM NUMBER. NO
 FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED.
 ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.1 THROUGH
 602.6 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH
 602.7.
 EXCEPTION: WHERE A SINGLE DRINKING FOUNTAIN COMPLIES
 WITH 602.1 THROUGH 602.6 AND 602.7, IT SHALL BE
 PERMITTED TO BE SUBSTITUTED FOR TWO SEPARATE DRINKING
 FOUNTAINS.
  
 8E)(2) 2017 FBC-ACCESSIBILITY CODE SECTION 602.1
 DRINKING FOUNTAINS SHALL COMPLY WITH 307. PROTRUDING
 OBJECTS.
  
 8F) SHEET A-4.0 THE 1ST FLOOR PLAN DOES NOT INDICATE
 WHERE THE ACCESSIBLE ENTRANCE IS LOCATED, PLEASE
 PROVIDE AN ACCESSIBLE ENTRANCE FOR THIS FLOOR. GOOGLE
 EARTH SHOWS A DROP AT THE FRONT ENTRY. . THERE WAS NO
 SITE PLAN SUBMITTED SHOWING THE EGRESS PATH TO THE
 PUBLIC WAY OR COMPLIANCE WITH THE 2017 FBC-B 1028.5
 ACCESS TO A PUBLIC WAY. 2017 ACCESSIBILITY CODE CHANGES
 IN LEVEL 303.2. VERTICAL. CHANGES IN LEVEL ARE
 PERMITTED IN FLOOR OR GROUND SURFACES, THEY SHALL
 COMPLY WITH 303.
 8G) THE REAR EXIT DOOR OF THE 1ST FLOOR 100C IS WITHIN
 10 FEET OF THE EXTERIOR STAIRWAY. SHOW COMPLIANCE WITH
 THE 2017 FBC-B SECTION 1027.6 EXTERIOR EXIT STAIRWAY
 PROTECTION. EXTERIOR EXIT STAIRWAYS AND RAMPS SHALL BE
 SEPARATED FROM THE INTERIOR OF THE BUILDING AS REQUIRED
 IN SECTION 1023.2. 2017 FBC-B 1023.2 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 DOOR
 ON THE 1ST FLOOR IS REQUIRED TO BE 1 HOUR FIRE RATED
 DOOR. SEE FIGURE 1027.6(1) OF THE 2015 IBC-B
 COMMENTARY.
 9) NOTICE ONLY, NO ACTION REQUIRED. WALL AND ROOF
 PRESSURES ARE GOOD.
 10) SHEET A-5.0 INDICATES WITH MARKS E6, & E14 THAT
 THESE WALLS ARE PRE-ENGINEERED. IS THIS MEANT THE
 STRUCTURAL STEEL WALL FRAMING MEMBERS WERE ASSEMBLED AT
 A FACTORY LIKE ROOF TRUSSES? THERE IS ALSO HC-16 AND
 HR-16 PANELS, IS THIS A PRE-MANUFACTURED WALL SYSTEM
 INCLUDING THE EXTERIOR WALL PANELS? IF SO WHO, OR WHAT
 AGENCY IS DOING THE INSPECTIONS AT THE MANUFACTURING
 SITE? 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 11) COMPONENTS & CLADDING. 2017 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 ,MULLIONS
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS, ACM PANELS
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 11A) W. P. B. 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..
  
 11B) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 11C) 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF
 THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 12) THE PLANS ALSO INDICATE THE USE OF ACM PANELS
 PLEASE SHOW COMPLIANCE WITH 2017 FBC-B SECTIONS:
 1407.4 STRUCTURAL DESIGN,
  
 12A) MCM SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED TO
 RESIST WIND LOADS AS REQUIRED BY CHAPTER 16 FOR
 COMPONENTS AND CLADDING.
  
  
  
 12B) 1407.5 APPROVAL. RESULTS OF APPROVED TESTS OR AN
 ENGINEERING ANALYSIS SHALL BE SUBMITTED TO THE BUILDING
 OFFICIAL TO VERIFY COMPLIANCE WITH THE REQUIREMENTS OF
 CHAPTER 16 FOR WIND LOADS.
  
 12C) 1407.6 WEATHER RESISTANCE. MCM SYSTEMS SHALL
 COMPLY WITH SECTION 1403 AND SHALL BE DESIGNED AND
 CONSTRUCTED TO RESIST WIND AND RAIN IN ACCORDANCE WITH
 THIS SECTION AND THE MANUFACTURER?S INSTALLATION
 INSTRUCTIONS.
  
 12D) 1407.7 DURABILITY. MCM SYSTEMS SHALL BE
 CONSTRUCTED OF APPROVED MATERIALS THAT MAINTAIN THE
 PERFORMANCE CHARACTERISTICS REQUIRED IN SECTION 1407
 FOR THE DURATION OF USE.
  
 12E) 1407.8 FIRE-RESISTANCE RATING. WHERE MCM SYSTEMS
 ARE USED ON EXTERIOR WALLS REQUIRED TO HAVE A
 FIRE-RESISTANCE RATING IN ACCORDANCE WITH SECTION 705,
 EVIDENCE SHALL BE SUBMITTED TO THE BUILDING OFFICIAL
 THAT THE REQUIRED FIRE-RESISTANCE RATING IS MAINTAINED.
 EXCEPTION: MCM SYSTEMS NOT CONTAINING FOAM PLASTIC
 INSULATION, WHICH ARE INSTALLED ON THE OUTER SURFACE OF
 A FIRE-RESISTANCE-RATED EXTERIOR WALL IN A MANNER SUCH
 THAT THE ATTACHMENTS DO NOT PENETRATE THROUGH THE
 ENTIRE EXTERIOR WALL ASSEMBLY, SHALL NOT BE REQUIRED TO
 COMPLY WITH THIS SECTION.
  
 12F) 1407.9 SURFACE-BURNING CHARACTERISTICS. UNLESS
 OTHERWISE SPECIFIED, MCM SHALL HAVE A FLAME SPREAD
 INDEX OF 75 OR LESS AND A SMOKE-DEVELOPED INDEX OF 450
 OR LESS WHEN TESTED IN THE MAXIMUM THICKNESS INTENDED
 FOR USE IN ACCORDANCE WITH ASTM E84 OR UL 723.
  
 12G) 1407.10 TYPE I, II, III AND IV CONSTRUCTION. WHERE
 INSTALLED ON BUILDINGS OF TYPE I, II, III AND IV
 CONSTRUCTION, MCM SYSTEMS SHALL COMPLY WITH SECTIONS
 1407.10.1 THROUGH 1407.10.4, OR SECTION 1407.11.
  
 13) PLEASE NOTE ON SHEET A-4.0 THE PLAN MAKES REFERENCE
 TO THE GOVERNING CODE ADAAG. THE DEPARTMENT OF JUSTICE
 HAS BLESSED THE 2017 FBC-ACCESSIBILITY CODE. THE INTENT
 AS ESTABLISHED BY S.553.502, FLORIDA STATUTES, IS TO
 MAINTAIN THE US DEPARTMENT OF JUSTICE CERTIFICATION OF
 THE CODE AS SUBSTANTIALLY EQUIVALENT TO THE ADA
 STANDARDS SO COMPLIANCE WITH THE CODE PROVIDES
 PRESUMPTION OF COMPLIANCE WITH THE ADA STANDARDS.
  
 13A) DETAIL # 2 GRAB BARS ARE TO COMPLY WITH: 2017
 FBC-ACCESSIBILITY CODE SECTION 609.4 POSITION OF GRAB
 BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL
 POSITION, 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE
 THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING
 SURFACE, NOT CENTERLINE.
  
 13B) DETAIL # 2, THE TOILET PAPER HOLDER TO COMPLY
 WITH: 2017 FBC-ACCESS. CODE 604.7 DISPENSERS. TOILET
 PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND SHALL BE 7
 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE
 WATER CLOSET MEASURED TO THE CENTERLINE OF THE
 DISPENSER.
  
 13C)(1) THE LIFE SAFETY PLAN NOR A-4.0 SHOW DRINKING
 FOUNTAINS. PLEASE SHOW COMPLIANCE WITH THE 2017
 FBC-ACCESSIBILITY CODE SECTION 211.2 MINIMUM NUMBER. NO
 FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED.
 ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.1 THROUGH
 602.6 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH
 602.7.
 EXCEPTION: WHERE A SINGLE DRINKING FOUNTAIN COMPLIES
 WITH 602.1 THROUGH 602.6 AND 602.7, IT SHALL BE
 PERMITTED TO BE SUBSTITUTED FOR TWO SEPARATE DRINKING
 FOUNTAINS.
  
 13C)(2) DEPENDING ON THE LOCATION OF THE DRINKING
 FOUNTAINS THE NEED TO SHOW COMPLIANCE WITH THE 2017
 FBC-ACCESSIBILITY CODE SECTION 602.1 DRINKING FOUNTAINS
 SHALL COMPLY WITH 307. PROTRUDING OBJECTS.
  
 13D) DETAIL # 5 MAKES REFERENCES TO FACBC 11.4 THIS
 REFERENCE IS NOT TO THE CURRENT CODE SECTIONS. UNDER
 THE 2017 FBC-ACCESSIBILITY CODE THERE IS NO CHAPTER 11.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 14) SHEETS A-6.0 AND S-3.0 BOTH SHOW THE INSTALLATION
 OF STRUCTURAL STEEL FRAMING MEMBERS AND ANCHORING OF
 ROOF FRAMING INTO THE TWIN TEE ROOF FRAMING. WHEN THERE
 IS EITHER WELDING OR BOLTING OF STRUCTURAL MEMBERS THEN
 THE CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE
 SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION. IN ACCORDANCE WITH THE
 AMERICAN WELDING SOCIETY.
 2017 FBC-B 2204.1 WELDING
 2017 FBC-B 2204.2 BOLTING.
 THE CONTRACTOR WOULD NEED TO GET A 3RD PARTY ENGINEER
 TO PROVIDE INSPECTIONS. CURRENTLY THERE ARE NO SHOP
 DRAWING SUBMITTED, CONNECTION TYPE ARE UNKNOWN.
 IF THERE IS ANY QUESTIONS ABOUT THE CODE REQUIREMENTS
 FOR THIS SECTION, PLEASE CONTACT THE CHIEF BUILDING
 INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU.
  
 15) 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 OF THE PLANS COULD NOT HAPPEN SINCE
 THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
 DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE
 MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS
 AND INFORMATION LACKING UNDER THE PRIOR REVIEW.
  
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2020-06-02 Cont ID  
Sent By jpearson Date 2020-06-02 Time 08:01 Rev Time 0.00
Received By jpearson Date 2020-06-02 Time 08:01 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2020-03-10 Cont ID  
Sent By jpearson Date 2020-03-10 Time 06:55 Rev Time 0.00
Received By jpearson Date 2020-03-10 Time 06:55 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2020-01-29 Cont ID  
Sent By jpearson Date 2020-01-29 Time 11:06 Rev Time 0.00
Received By jpearson Date 2020-01-29 Time 07:55 Sent To  
Notes
2020-01-29 11:06:32CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
 FAC = FLORIDA ADMINISTRATIVE CODE
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE NOTES TO INDICATE THE REQUIRED MARKING OF
 SERVICE EQUIPMENT FOR ARC FLASH HAZARD WARNING AND
 AVAILABLE FAULT CURRENT PER CODE. NEC 110.16, 110.24
 2. PROVIDE CHART OF INTERIOR LIGHTING POWER ALLOWANCES
 EXPRESSED IN WATTAGE PER THE FBC ENERGY CODE IN
 RELATION TO THE WATTAGE OF THE CONNECTED INTERIOR
 LIGHTING PROPOSED TO COMPLY WITH CODE. FBC EC C405.4.2
 3. PROVIDE GFCI PROTECTION FOR RECEPTACLES OUTLETS
 LOCATED WITHIN SIX FEET OF SINK ON SECOND FLOOR. NEC
 210.8(B)(5)
 4. PROVIDE INTERSYSTEM BONDING TERMINATION POINT AT
 SERVICE. SHOW ON PLAN. NEC 250.94
 5. FIRE ALARM, LOW VOLTAGE SYSTEMS, DAS, LIGHTNING
 PROTECTION, GENERATORS, COMMERCIAL HOOD SYSTEMS, WALK
 IN COOLERS, SIGNS, SITE LIGHTING, AND SWIMMING POOLS
 (WHERE APPLICABLE) ARE NOT INCLUDED IN THE SCOPE OF
 THIS PLAN REVIEW. PROVIDE A BLOCK NOTE INDICATING THE
 REQUIRED SEPARATE PERMITS AND PLAN SUBMITTALS FOR ANY
 OF THESE SYSTEMS PRESENT. WPB FBC 105.1, 107.2.1
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, PROVIDE A RESPONSE LETTER ADDRESSING EACH
 ITEM ALONG WITH THE CITY RESUBMITTAL FORM.
 ADDITIONALLY, INSERT CORRECTED PAGES INTO THE ORIGINAL
 SUBMITTAL AND REMOVE THE PREVIOUSLY REVIEWED SHEETS.
 ONE COPY OF THE PREVIOUSLY REVIEWED SHEETS SHOULD
 REMAIN IN PACKAGE AND BE MARKED OLD SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2020-06-02 Cont ID  
Sent By pleduc Date 2020-06-02 Time   Rev Time 0.00
Received By pleduc Date 2020-06-02 Time 11:34 Sent To  
Notes
2020-06-02 11:53:04THIS 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) THE EXIT DOOR ON THE 1ST FLOOR OPENS UP INTO THE
 EXIT STAIRWAY PASSAGE.
  
 MOVE THE EXIT SIGN ON THE FROM THE DOOR BY THE STAIRWAY
 TO THE OTHER DOOR IN THE VESTIBULE SO EXITING DOES NOT
 CONFLICT WITH THE 2ND FL EGRESS.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2020-03-11 Cont ID  
Sent By pleduc Date 2020-03-11 Time   Rev Time 0.00
Received By pleduc Date 2020-03-10 Time 12:04 Sent To  
Notes
2020-03-11 13:40:12THIS 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) THE EXIT DOOR ON THE 1ST FLOOR OPENS UP INTO THE
 EXIT STAIRWAY PASSAGE.
  
 MOVE THE EXIT SIGN ON THE FROM THE DOOR BY THE STAIRWAY
 TO THE OTHER DOOR IN THE VESTIBULE SO EXITING DOES NOT
 CONFLICT WITH THE 2ND FL EGRESS.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2020-01-15 Cont ID  
Sent By pleduc Date 2020-01-15 Time   Rev Time 0.00
Received By pleduc Date 2020-01-15 Time 11:21 Sent To  
Notes
2020-01-15 12:03:27THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET A 1.0 - WHAT IS THE HAZARD OF CONTENTS &
 CLASSIFICATION OF HAZARD PER NFPA 101, CH 6 OCCUPANCY
 CLASSIFICATION.
  
 PER NFPA 101, CH 42 & CH 6
  
 42.1.5 CLASSIFICATION OF HAZARD OF CONTENTS.
 42.1.5.1 CONTENTS OF STORAGE OCCUPANCIES SHALL BE
 CLASSIFIED AS
 LOW HAZARD, ORDINARY HAZARD, OR HIGH HAZARD IN
 ACCORDANCE WITH
 SECTION 6.2, DEPENDING ON THE QUANTITY AND CHARACTER OF
 THE
 MATERIALS STORED, THEIR PACKAGING, AND OTHER FACTORS.
 42.1.5.2 HAZARDOUS MATERIALS THAT EXCEED THE MAXIMUM
 ALLOWABLE
 QUANTITIES (MAQ) AS PERMITTED IN THE FIRE CODE SHALL BE
 CLASSIFIED
 AS HIGH-HAZARD CONTENTS.
  
 6.2 HAZARD OF CONTENTS.
 6.2.1 GENERAL.
 6.2.1.1 FOR THE PURPOSE OF THIS CODE, THE HAZARD OF
 CONTENTS SHALL
 BE THE RELATIVE DANGER OF THE START AND SPREAD OF FIRE,
 THE DANGER OF
 SMOKE OR GASES GENERATED, AND THE DANGER OF EXPLOSION
 OR OTHER
 OCCURRENCE POTENTIALLY ENDANGERING THE LIVES AND SAFETY
 OF THE
 OCCUPANTS OF THE BUILDING OR STRUCTURE.
 6.2.1.2 HAZARD OF CONTENTS SHALL BE CLASSIFIED BY THE
 REGISTERED
 DESIGN PROFESSIONAL (RDP) OR OWNER AND SUBMITTED TO THE
 AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL
 ON THE BASIS
 OF THE CHARACTER OF THE CONTENTS AND THE PROCESSES OR
 OPERATIONS
 CONDUCTED IN THE BUILDING OR STRUCTURE.
 6.2.1.3* FOR THE PURPOSE OF THIS CODE, WHERE DIFFERENT
 DEGREES OF
 HAZARD OF CONTENTS EXIST IN DIFFERENT PARTS OF A
 BUILDING OR STRUCTURE,
 THE MOST HAZARDOUS SHALL GOVERN THE CLASSIFICATION,
 UNLESS
 HAZARDOUS AREAS ARE SEPARATED OR PROTECTED AS SPECIFIED
 IN SECTION
 8.7 AND THE APPLICABLE SECTIONS OF CHAPTERS 11 THROUGH
 43.
  
 6.2.2 CLASSIFICATION OF HAZARD OF CONTENTS.
 6.2.2.1* GENERAL. THE HAZARD OF CONTENTS OF ANY
 BUILDING OR
 STRUCTURE SHALL BE CLASSIFIED AS LOW, ORDINARY, OR HIGH
 IN
 ACCORDANCE WITH 6.2.2.2, 6.2.2.3, AND 6.2.2.4.
 6.2.2.2* LOW HAZARD CONTENTS. LOW HAZARD CONTENTS SHALL
 BE
 CLASSIFIED AS THOSE OF SUCH LOW COMBUSTIBILITY THAT NO
 SELFPROPAGATING
 FIRE THEREIN CAN OCCUR.
 6.2.2.3* ORDINARY HAZARD CONTENTS. ORDINARY HAZARD
 CONTENTS SHALL
 BE CLASSIFIED AS THOSE THAT ARE LIKELY TO BURN WITH
 MODERATE RAPIDITY OR
 TO GIVE OFF A CONSIDERABLE VOLUME OF SMOKE.
 6.2.2.4* HIGH HAZARD CONTENTS. HIGH HAZARD CONTENTS
 SHALL BE
 CLASSIFIED AS THOSE THAT ARE LIKELY TO BURN WITH
 EXTREME RAPIDITY OR FROM
 WHICH EXPLOSIONS ARE LIKELY. (FOR MEANS OF EGRESS
 REQUIREMENTS, SEE
 SECTION 7. 11.)
  
  
 2) SHEET A 4.0 - THE 2ND FLOOR EXIT STAIRWAY IS LOCATED
 NEAR AN EXIT DOOR/OPENING AT THE BOTTOM.
  
 PER NFPA 101, CH 42 AND CH 7
  
 42.2 MEANS OF EGRESS REQUIREMENTS.
 42.2.1 GENERAL.
 42.2.1.1 EACH REQUIRED MEANS OF EGRESS SHALL BE IN
 ACCORDANCE
 WITH THE APPLICABLE PORTIONS OF CHAPTER 7.
  
 7.2.2.6.3 SEPARATION AND PROTECTION OF OUTSIDE STAIRS.
 7.2.2.6.3.1* OUTSIDE STAIRS SHALL BE SEPARATED FROM THE
 INTERIOR OF THE
 BUILDING BY CONSTRUCTION WITH THE FIRE RESISTANCE
 RATING REQUIRED FOR
 ENCLOSED STAIRS WITH FIXED OR SELF-CLOSING OPENING
 PROTECTIVES,
 EXCEPT AS FOLLOWS:
 (1) OUTSIDE STAIRS SERVING AN EXTERIOR EXIT ACCESS
 BALCONY THAT HAS
 TWO REMOTE OUTSIDE STAIRWAYS OR RAMPS SHALL BE
 PERMITTED TO BE
 UNPROTECTED.
 (2) OUTSIDE STAIRS SERVING TWO OR FEWER ADJACENT
 STORIES, INCLUDING
 THE STORY WHERE THE EXIT DISCHARGES, SHALL BE PERMITTED
 TO BE
 UNPROTECTED WHERE THERE IS A REMOTELY LOCATED SECOND
 EXIT.
 (3) IN EXISTING BUILDINGS, EXISTING OUTSIDE STAIRS
 SERVING THREE OR
 FEWER ADJACENT STORIES, INCLUDING THE STORY WHERE THE
 EXIT
 DISCHARGES, SHALL BE PERMITTED TO BE UNPROTECTED WHERE
 THERE IS
 A REMOTELY LOCATED SECOND EXIT.
 (4) THE FIRE RESISTANCE RATING OF A SEPARATION
 EXTENDING 10 FT (3050
 MM) FROM THE STAIRS SHALL NOT BE REQUIRED TO EXCEED 1
 HOUR
 WHERE OPENINGS HAVE A MINIMUM ?-HOUR FIRE PROTECTION
 RATING.
 (5) OUTSIDE STAIRS IN EXISTING BUILDINGS PROTECTED
 THROUGHOUT BY AN
 APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN
 ACCORDANCE WITH SECTION 9.7 SHALL BE PERMITTED TO BE
 UNPROTECTED.
 7.2.2.6.3.2 WALL CONSTRUCTION REQUIRED BY 7.2.2.6.3.1
 SHALL EXTEND AS
 FOLLOWS:
 (1) VERTICALLY FROM THE FINISHED GROUND LEVEL TO A
 POINT 10 FT (3050
 MM) ABOVE THE TOPMOST LANDING OF THE STAIRS OR TO THE
 ROOFLINE,
 WHICHEVER IS LOWER
 (2) HORIZONTALLY FOR NOT LESS THAN 10 FT (3050 MM)
  
 THE DOOR IS WITHIN THE 10FT.
  
 PLEASE REVIEW AND CORRECT.
  
  
  
 3) SHEET A 4.0 - THERE IS ONLY ONE EXIT INDICATED FORM
 THE 2ND FLOOR
  
 PER NFPA 101 CH 42 AND CH 7
  
 42.2.4 NUMBER OF MEANS OF EGRESS. THE NUMBER OF MEANS
 OF
 EGRESS SHALL COMPLY WITH 42.2.4.1 THROUGH 42.2.4.3.
 (SEE ALSO
 SECTION 7.4.)
 42.2.4.1 THE NUMBER OF MEANS OF EGRESS SHALL COMPLY
 WITH ANY OF
 THE FOLLOWING:
 (1) IN LOW HAZARD STORAGE OCCUPANCIES, A SINGLE MEANS
 OF EGRESS
 SHALL BE PERMITTED FROM ANY STORY OR SECTION.
 (2) IN ORDINARY HAZARD STORAGE OCCUPANCIES, A SINGLE
 MEANS OF
 EGRESS SHALL BE PERMITTED FROM ANY STORY OR SECTION,
 PROVIDED
 THAT THE EXIT CAN BE REACHED WITHIN THE DISTANCE
 PERMITTED AS A
 COMMON PATH OF TRAVEL.
 (3) ALL BUILDINGS OR STRUCTURES NOT COMPLYING WITH
 42.2.4.1(1) OR
 42.2.4.1(2) AND USED FOR STORAGE, AND EVERY SECTION
 THEREOF
 CONSIDERED SEPARATELY, SHALL HAVE NOT LESS THAN TWO
 SEPARATE
 MEANS OF EGRESS AS REMOTELY LOCATED FROM EACH OTHER AS
 PRACTICABLE.
  
 42.2.6* TRAVEL DISTANCE TO EXITS. TRAVEL DISTANCE,
 MEASURED IN
 ACCORDANCE WITH SECTION 7.6, SHALL NOT EXCEED THAT
 PROVIDED BY
 TABLE 42.2.6.
  
 PLEASE REVIEW AND PROVIDE DETAILS OF LOW HAZARD OR
 INDICATE THE TRAVEL DISTANCES AS LESS THAN 50 FT
  
  
  
 4) SHEET A 4.0 - THERE ARE NO INDICATIONS OF HOW THE
 STORAGE WILL BE STORED OR IF RACKS WILL BE PROVIDED.
  
 PLEASE PROVIDE ALL APPLICABLE DETAILS RELATED TO HOW
 THE COMMODITY WILL BE STORED AISL;E/FLOOR LAYOUTS FOR
 EACH ROOM, AND RACK INFORMATION, INCLUDING PALLET
 TYPES, COMMODITY TYPE, WRAPPING TYPES, SHELLVING TYPES,
 HEIGHTS, WEIGHT LIMITS, ETC, FOR REVIEW PURPOSES.
  
 RACKS SHALL BE INSTALLED UNDER SEPARATE PERMIT AND SHOP
 DRAWINGS.
  
  
  
 5) SHEET 4.0 - THERE ARE INDICATION OF DEAD STORAGE,
 WITH NO DEFINITION, ADDITIONALLY, WHAT IS THE PROPOSED
 WEIGHT LIMIT OF THE FLOORING OF THE 2ND FLOOR AND HOW
 WILL IT BE MONITORED?
  
 PLEASE PROVIDE THE DEAD STORAGE DEFINITION AND ALL
 APPLICABLE DETAILS RELATED TO STORAGE INCULDING THE 2ND
 FLOOR.
  
 ANY PROPOSED RACKS IN THE STORAGE AREA SHALL BE
 INSTALLED UNDER SEPARATE PERMIT AND SHOP DRAWINGS.
  
  
  
 6) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
  
 7) 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   Cont ID  
Sent By   Date 2020-06-18 Time   Rev Time 0.00
Received By lmarchan Date 2020-06-17 Time 16:40 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-06-02 Cont ID  
Sent By shill Date 2020-06-02 Time 13:51 Rev Time 0.00
Received By shill Date 2020-06-01 Time 09:42 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-03-14 Cont ID  
Sent By shill Date 2020-03-14 Time 08:14 Rev Time 0.00
Received By shill Date 2020-03-06 Time 13:04 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2020-01-29 Time   Rev Time 0.00
Received By lmarchan Date 2020-01-13 Time 09:24 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2020-06-16 Cont ID  
Sent By lmarchan Date 2020-06-16 Time 13:25 Rev Time 0.00
Received By lmarchan Date 2020-06-11 Time 13:13 Sent To  
Notes
2020-06-16 13:25:45NO FEES DUE PER IMPACT FEE OFFICE. LEM
2020-06-11 13:13:126/11/20 SENT TO IMPACT FEE OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2020-01-22 Cont ID  
Sent By jwitmer Date 2020-01-21 Time 15:01 Rev Time 0.00
Received By jwitmer Date 2020-01-21 Time 08:52 Sent To  
Notes
2020-01-22 10:51:47 
 IMPACT FEES - DIGITAL SUBMITTALS: PLANS WILL BE
 REVIEWED BY THE PBC IMPACT FEE OFFICE DIGITALLY VIA
 PROJECT DOX UPON NOTIFICATION BY THIS OFFICE.
 NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST FINAL
 FORM. YOU MAY COORDINATE WITH THE IMPACT FEE OFFICE AT
 (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL IMPACT
 FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME THE
 FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM CAN
 BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected] .
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.
  
  
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2020-06-18 Cont ID  
Sent By ccole Date 2020-06-18 Time 11:04 Rev Time 0.00
Received By ccole Date 2020-06-18 Time 11:04 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2020-06-02 Cont ID  
Sent By ccole Date 2020-06-02 Time 11:33 Rev Time 0.00
Received By ccole Date 2020-06-01 Time 16:25 Sent To  
Notes
2020-06-02 11:34:023RD REVIEW FBC-2017 MECHANICAL
 PERMIT- 19120804
 6/2/2020
  
 CODES IN EFFECT:
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE SIXTH
 EDITION 2017
 FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017
 FBC ACC- FLORIDA ACCESSIBILITY CODE SIXTH ADDITION 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET M6.1: THE OUTSIDE AIR CALCULATION SCHEDULE
 INDICATING A BEDROOM, STORAGE ROOM ETC. DOES NOT MATCH
 THE REVISED ARCHITECTURAL FLOOR PLANS AND AREA
 CALCULATIONS- PLEASE CORRECT- TABLE 403.3.1.1 FBC M.
 PLEASE PROVIDE ROOM IDENTIFICATIONS ON THE MECHANICAL
 FLOOR PLANS TO MATCH WITH THE NEW ARCHITECTURAL PLANS-
 SECTION 107.2.1 WPB.
  
 2) AS PREVIOUSLY REQUESTED, PLEASE PROVIDE THE CORRECT
 ADDRESS ON PAGE 2 OF THE ENERGYGAUGE COMPLIANCE REPORT.
 PLEASE NOTE THAT THE ADDRESS ON THE APPLICATION, THE
 PLANS, AND THE ENERGY FORM DO NOT MATCH- SECTION 105.3
 WPB. CORRECT THE 2715 PINEWOOD ADDRESS ON THE FORM TO
 MATCH WITH THE 2723 PINEWOOD ADDRESS ON THE PLANS.
  
 3) COMMENT #4 FROM THE 2ND REVIEW- FAILED. THE $9,500
 JOB VALUE ON THE APPLICATION IS VERY LOW FOR THE SCOPE
 OF THE PROJECT. TOTAL VALUE SHALL INCLUDE THE COSTS OF
 LABOR, MATERIALS, EQUIPMENT, APPLIANCES, FIXTURES ETC.
 FOR ALL TRADES INCLUDING STRUCTURAL, ELECTRIC,
 PLUMBING, MECHANICAL, INTERIOR FINISH, RELATIVE SITE
 WORK, AND SHALL ALSO INCLUDE ARCHITECTURAL AND DESIGN
 FEES, MARKETING COSTS, AND OVERHEAD AND PROFIT.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.), AS PUBLISHED BY
 INTERNATIONAL CODE CONGRESS- SECTION 109.3 WPB.
  
 THE SUBMITTED COST BREAKDOWN INDICATING $10,000.00 COST
 FOR THE HVAC APPEARS TO BE A VERY LOW VALUE FOR THE NEW
 SYSTEMS AND COMPONENTS BEING INSTALLED AS LISTED BELOW.
 PLEASE PROVIDE A COPY OF THE CONTRACT AND/OR ESTIMATES
 AND INVOICES VERIFYING THE TOTAL COST OF LABOR,
 MATERIALS AND EQUIPMENT FOR THE PROPOSED PROJECT.
  
 A) MITSUBISHI 8-TON VARIABLE REFRIGERANT SYSTEM-
 INCLUDING CU-1 & 2, AND 11 ROOM AIRHANDLERS.
 B) TRANE 4-TON 100% OUTSIDE AIR SYSTEM.
 C) EF- 1 &2 AND EXHAUST DUCTS
 D) GRAVITY VENTILATOR ON THE ROOF
 E) FIRST AND SECOND FLOOR SUPPLY AND RETURN DUCTWORK.
 F) VRF REFRIGERANT LINES
 G) CONDENSATE PIPING.
 H) FIRE DAMPERS, LOUVERS, MOTORIZED DAMPER,
 THERMOSTATS, HUMIDISTATS ETC.
 I) ELECTRONIC CONTROLS FOR THE VRF AND SYSTEMS.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2020-03-11 Cont ID  
Sent By ccole Date 2020-03-11 Time 10:39 Rev Time 0.00
Received By ccole Date 2020-03-11 Time 09:10 Sent To  
Notes
2020-03-11 10:53:122ND REVIEW FBC-2017 MECHANICAL
 PERMIT #19120804
 3/11/20
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE SIXTH
 EDITION 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) M6.1: THE O/A CALCULATION SCHEDULE IS INDICATING 12
 SQ. FT. FOR STORAGE WHICH IS NOT CONSISTENT WITH THE
 FLOOR PLANS AND THE SQUARE FOOTAGE SHOWN IN THE
 OCCUPANCY CALCS ON SHEET A1.0- TABLE 403.3.1.1. FBC M.
  
 2) M7.1: INDICATE THE TYPE AND SIZE OF ANCHORS FOR
 ATTACHING THE CONDENSER BRACKETS TO THE SLAB- SECTION
 301.15 FBC M.
  
 3) PROVIDE THE CORRECT ADDRESS ON PAGE 2 OF THE
 ENERGYGAUGE COMPLIANCE REPORT. PLEASE NOTE THAT THE
 ADDRESS ON THE APPLICATION, THE PLANS, AND THE ENERGY
 FORM DO NOT MATCH- SECTION 105.3 WPB.
  
 4) THE $9,500 JOB VALUE ON THE APPLICATION IS VERY LOW
 FOR THE SCOPE OF THE PROJECT. TOTAL VALUE SHALL INCLUDE
 THE COSTS OF LABOR, MATERIALS, EQUIPMENT, APPLIACES,
 FIXTURES ETC. FOR ALL TRADES INCLUDING STRUCTURAL,
 ELECTRIC, PLUMBING, MECHANICAL, INTERIOR FINISH,
 RELATIVE SITE WORK, AND SHALL ALSO INCLUDE
 ARCHITECTURAL AND DESIGN FEES, MARKETING COSTS, AND
 OVERHEAD AND PROFIT. VALUATION REFERENCES MAY INCLUDE
 THE LATEST PUBLISHED DATA OF NATIONAL CONSTRUCTION COST
 ANALYSIS SERVICES (MARSHALL-SWIFT, MEANS, ETC.), AS
 PUBLISHED BY INTERNATIONAL CODE CONGRESS- SECTION 109.3
 WPB.
  
 5) P2.2: SHOW THE OAHU CONDENSATE PIPE AND DISCHARGE
 LOCATION- SECTION 307.2.1 FBC M.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE OLD
 SHEETS FROM THE PLAN SETS, BIND THEM TOGETHER
 SEPARATELY AND MARK ?VOID? OR OLD ON THEM. PLEASE
 RETAIN THEM FOR REFERENCE WITH THE NEW SUBMITTED PLANS.
 THIS PROCESS WILL ALSO APPLY TO ANY DOCUMENTS SUCH AS
 PRODUCT APPROVALS OR CALCULATIONS BEING REPLACED OR
 UPDATED.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2020-01-29 Cont ID  
Sent By ccole Date 2020-01-29 Time 16:07 Rev Time 0.00
Received By ccole Date 2020-01-29 Time 16:07 Sent To  
Notes
2020-01-29 16:39:421ST REVIEW FBC-2017 MECHANICAL
 PERMIT #19120804
 1/29/20
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE SIXTH
 EDITION 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEETS A1.0, A4.0, M2-1, M2-2: THE ROOM
 IDENTIFICATIONS ON THE MECHANICAL PLANS DO NOT MATCH
 THE ARCHITECTURAL PLANS. THE MECHANICAL PLANS INDICATE
 THE 2ND FLOOR IS PARTIALLY A RESIDENTIAL OCCUPANCY. THE
 DESIGN PROFESSIONALS MATCHING PLANS AND CORRECT
 OCCUPANCY CLASSIFCATIONS- SECTION 107.2.1 WPB.
  
 2) M6.1: PLEASE PROVIDE VENTILATION CALCULATIONS PER
 OCCUPANCY CLASSIFICATIONS AS OUTLINED IN TABLE
 403.3.1.1 FBC M.
  
 3) M2.2: FIRE DAMPERS MAY BE REQUIRED AT THE O/A DUCT
 PENETRATIONS OF THE FLOOR/CEILING ASSEMBLY- SEE SECTION
 607.6. THE SHAFT CONTAINING THE O/A DUCT DROPS DOES NOT
 APPEAR TO BE FIRE-RATED, HOWEVER A FIRE-RATED
 FLOOR/CEILING ASSEMBLY MAY BE REQUIRED FOR SEPARATION
 OF THE S, R, & B OCCUPANCIES.
  
 4) PROVIDE WIND LOAD ENGINEERING FOR INSTALLATION OF
 THE AC CONDENSER UNITS AND ROOFTOP GRAVITY VENTILATOR-
 SECTION 301.15 FBC M.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE OLD
 SHEETS FROM THE PLAN SETS, BIND THEM TOGETHER
 SEPARATELY AND MARK ?VOID? OR ?OLD? ON THEM. PLEASE
 RETAIN THEM FOR REFERENCE WITH THE NEW SUBMITTED PLANS.
 THIS PROCESS WILL ALSO APPLY TO ANY DOCUMENTS SUCH AS
 PRODUCT APPROVALS OR CALCULATIONS BEING REPLACED OR
 UPDATED.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 4 Status P Date 2020-06-18 Cont ID  
Sent By jesmith Date 2020-06-18 Time 11:10 Rev Time 0.00
Received By ccole Date 2020-06-18 Time 08:54 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2020-06-02 Cont ID  
Sent By ccole Date 2020-06-02 Time 11:27 Rev Time 0.00
Received By ccole Date 2020-06-01 Time 16:24 Sent To  
Notes
2020-06-02 11:28:123RD REVIEW FBC-2017 PLUMBING
 PERMIT- 19120804
 6/2/20
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017
 FBC ACC- FLORIDA ACCESSIBILITY CODE SIXTH ADDITION 2017
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THIS REVIEW OF THE PLUMBING PLANS IS A FOLLOW-UP TO
 THE 2ND REVIEW. THE DESIGN PROFESSIONALS OF RECORD DID
 NOT PROVIDE NARRATIVE RESPONSES TO THE 2ND REVIEW
 COMMENTS THAT I HAVE COPIED BELOW. COMMENTS- 1 & 3 HAVE
 NOT BEEN ADDRESSED.
  
 THE PLANS SHOWS A 2ND FLOOR BATHROOM WITH AN ACCESSIBLE
 SHOWER, WATER CLOSET AND LAVATORY, HOWEVER THE REQUIRED
 CLEAR FLOOR SPACES FOR THE FIXTURES ARE NOT INDICATED
 ON THE DRAWINGS- SEE SHEET A4.0. ALSO MISSING FROM THE
 DRAWING IS THE CENTER LINE OF THE WATER CLOSET. THE
 NOTE ON THE PLAN INDICATES THE SHOWER ROOM IS NOT FOR
 PUBLIC USE AND THERE IS A LETTER SUBMITTED BY WALKER
 DESIGN AND CONSTRUCTION THAT IS REFERENCING
 DISPROPORTIONATE COSTS TO PROVIDE VERTICAL
 ACCESSIBILITY TO THE 2ND FLOOR AND AN ADA COMPLIANT
 BATHROOM. IT APPEARS THAT THIS IS THE REASON THAT THE
 BATHROOM IS NOT BEING DESIGNED TO BE FULLY ACCESSIBLE.
 HOWEVER, AT THE TIME OF THIS IS REVIEW, I AM NOT AWARE
 THAT THE LETTER HAS BEEN APPROVED BYTHE WPB BUILDING
 OFFICIAL, AS A RESULT THE COMMENTS BELOW WILL REMAIN.
  
 PLEASE NOTE THAT THE $54,000.00 TOTAL VALUE DOES NOT
 MATCH THE SUBMITTED COST BREAKDOWN WHICH INDICATES A
 TOTAL OF $74,844.00. THAT TOTAL NUMBER ALSO APPEARS LOW
 FOR THE COST OF THE PROJECT BASED ON THE $10,000 VALUE
 FOR THE HVAC SYSTEMS WHICH IS BEING CHALLENGED IN THE
 MECHANICAL REVIEW.
  
 2) NEW COMMENT: CONCERNING THE 1ST FLOOR ACCESSIBLE
 TOILET ROOM, THE LENGTH MEASUREMENT OF THE ROOM AND THE
 CLEAR FLOOR SPACE DIMENSIONS FOR THE WATER CLOSET AND
 LAVATORY ARE NOT SHOWN ON THE DRAWINGS- SHEETS A4.0 &
 A4.1.
  
 PLUMBING 2ND REVIEW**DENIED**19120804* YOUR RESPONSE TO
 THESE COMMENTS DID NOT MATCH THE COMMENTS IN CITY
 RECORDS.
  
 1) FBC-PLB 403.1 REQUIRES 2 TOILETS ROOM ON THE 1ST
 FLOOR PER YOUR OCCUPANT LOAD SINCE YOU DO NOT HAVE
 VERTICAL ACCESSIBILITY TO THE 2ND FLOOR TOILET ROOM
 THAT ONE WOULD NOT COUNT TOWARD THE MIN REQUIRED.
  
 3) THE 2ND FLOOR TOILET SHALL STILL BE REQUIRED PER
 FBC-ACC 213.1. YOU DON'T NOT SHOW A CLEAR FLOOR SPACE
 FOR THE SHOWER NOR THE TOILET. IT APPEARS YOU ONLY HAVE
 44" CLEAR FLOOR FOR THE TOILET. PLEASE CLARIFY. FBC
 102.1
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2020-03-14 Cont ID  
Sent By shill Date 2020-03-14 Time 08:14 Rev Time 0.00
Received By shill Date 2020-03-07 Time 17:30 Sent To  
Notes
2020-03-14 08:14:34PLUMBING 2ND REVIEW**DENIED**19120804* YOUR RESPONSE TO
 THESE COMMENTS DID NOT MATCH THE COMMENTS IN CITY
 RECORDS.
  
 1) FBC-PLB 403.1 REQUIRES 2 TOILETS ROOM ON THE 1ST
 FLOOR PER YOUR OCCUPANT LOAD SINCE YOU DO NOT HAVE
 VERTICAL ACCESSIBILITY TO THE 2ND FLOOR TOILET ROOM
 THAT ONE WOULD NOT COUNT TOWARD THE MIN REQUIRED.
 2) UNABLE TO LOCATE THE REQUIRED SERVICE SINK. PLEASE
 ADVISED. FBC-PLB 403.1
 3) THE 2ND FLOOR TOILET SHALL STILL BE REQUIRED PER
 FBC-ACC 213.1. YOU DON NOT SHOW A CLEAR FLOOR SPACE FOR
 THE SHOWER NOR THE TOILET. IT APPEARS YOU ONLY HAVE 44?
 CLEAR FLOOR FOR THE TOILET. PLEASE CLARIFY. FBC 102.1
 4) SHT A4.0 SHOW THE HEIGHT DETAIL TO THE SHOWER VALVE
 AND SHOWER HANDHELD AS MAX 48?. FBC-ACC 608.5.1
  
  
  
 TIM HUNT
 PLUMBING PLAN REVIEW
 CITY OF WEST PALM BEACH (CGA SOLUTIONS)
 561-248-2703
 [email protected]
  
  
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2020-01-27 Cont ID  
Sent By gjohnson Date 2020-01-27 Time 10:05 Rev Time 0.00
Received By gjohnson Date 2020-01-25 Time 15:09 Sent To  
Notes
2020-01-27 10:05:371ST REVIEW:19120804
 2017 FLORIDA BUILDING CODE 6TH EDITION
 2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
 EDITION
  
 PLUMBING COMMENTS:
  
 1. DRINKING FOUNTAIN IS REQUIRED . FBC PL TABLE 403.1
 2017 FBC-ACCESSIBILITY CODE SECTION 211.2 MINIMUM
 NUMBER. NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE
 PROVIDED. ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.1
 THROUGH 602.6 AND ONE DRINKING FOUNTAIN SHALL COMPLY
 WITH 602.7.
 EXCEPTION: WHERE A SINGLE DRINKING FOUNTAIN COMPLIES
 WITH 602.1 THROUGH 602.6 AND 602.7, IT SHALL BE
 PERMITTED TO BE SUBSTITUTED FOR TWO SEPARATE DRINKING
 FOUNTAINS.
  
 2. 2017 FBC-ACCESSIBILITY CODE SECTION 602.1 DRINKING
 FOUNTAINS SHALL COMPLY WITH 307. PROTRUDING OBJECTS.
  
 3. PLEASE NOTE ON SHEET A-4.0 THE PLAN MAKES REFERENCE
 TO THE GOVERNING CODE ADAAG. THE DEPARTMENT OF JUSTICE
 HAS BLESSED THE 2017 FBC-ACCESSIBILITY CODE. THE INTENT
 AS ESTABLISHED BY S.553.502, FLORIDA STATUTES, IS TO
 MAINTAIN THE US DEPARTMENT OF JUSTICE CERTIFICATION OF
 THE CODE AS SUBSTANTIALLY EQUIVALENT TO THE ADA
 STANDARDS SO COMPLIANCE WITH THE CODE PROVIDES
 PRESUMPTION OF COMPLIANCE WITH THE ADA STANDARDS.
  
 4. DETAIL # 2 GRAB BARS ARE TO COMPLY WITH: 2017
 FBC-ACCESSIBILITY CODE SECTION 609.4 POSITION OF GRAB
 BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL
 POSITION, 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE
 THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING
 SURFACE, NOT CENTERLINE.
  
 5. DETAIL # 2, THE TOILET PAPER HOLDER TO COMPLY WITH:
 2017 FBC-ACCESS. CODE 604.7 DISPENSERS. TOILET PAPER
 DISPENSERS SHALL COMPLY WITH 309.4 AND SHALL BE 7
 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE
 WATER CLOSET MEASURED TO THE CENTERLINE OF THE
 DISPENSER.
  
 6. THE LIFE SAFETY PLAN NOR A-4.0 SHOW DRINKING
 FOUNTAINS. PLEASE SHOW COMPLIANCE WITH THE 2017
 FBC-ACCESSIBILITY CODE SECTION 211.2 MINIMUM NUMBER. NO
 FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED.
 ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.1 THROUGH
 602.6 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH
 602.7.
 EXCEPTION: WHERE A SINGLE DRINKING FOUNTAIN COMPLIES
 WITH 602.1 THROUGH 602.6 AND 602.7, IT SHALL BE
 PERMITTED TO BE SUBSTITUTED FOR TWO SEPARATE DRINKING
 FOUNTAINS.
  
 7. DETAIL # 5 MAKES REFERENCES TO FACBC 11.4 THIS
 REFERENCE IS NOT TO THE CURRENT CODE SECTIONS. UNDER
 THE 2017 FBC-ACCESSIBILITY CODE THERE IS NO CHAPTER 11.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 8. GRAB BARS SHALL BE MEASURED FROM FINISHED FLOOR TOP
 OF GRIPPING SURFACE. PER FBC ACC 609.4
  
 9. IF THERE IS AN ACCESSIBLE ROUTE TO THE 2ND FLOOR THE
 BATHROOM SHALL COMPLY WITH FBC ACC 213
  
 603.3 MIRRORS. MIRRORS LOCATED ABOVE LAVATORIES OR
 COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF
 THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE
 FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE
 LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE
 BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND
  
 604.2 LOCATION. THE WATER CLOSET SHALL BE POSITIONED
 WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE.
 THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES
 MINIMUM TO 18 INCHES MAXIMUM FROM THE SIDE WALL OR
 PARTITION,
  
 604.3.1 SIZE. CLEARANCE AROUND A WATER CLOSET SHALL BE
 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE
 WALL AND 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM
 THE REAR WALL.
  
 604.4 SEATS. THE SEAT HEIGHT OF A WATER CLOSET ABOVE
 THE FINISH FLOOR SHALL BE 17 INCHES MINIMUM AND 19
 INCHES MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS
 SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION.
  
 604.5.1 SIDE WALL. THE SIDE WALL GRAB BAR SHALL BE 42
 INCHES LONG MINIMUM, LOCATED 12 INCHES MAXIMUM FROM THE
 REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR
 WALL.
  
 604.5.2 REAR WALL. THE REAR WALL GRAB BAR SHALL BE 36
 INCHES LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF
 THE WATER CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24
 INCHES MINIMUM ON THE OTHER SIDE.
  
 604.7 DISPENSERS. TOILET PAPER DISPENSERS SHALL COMPLY
 WITH 309.4 AND SHALL BE 7 INCHES MINIMUM AND 9 INCHES
 MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE
 CENTERLINE OF THE DISPENSER. THE OUTLET OF THE
 DISPENSER SHALL BE 15 INCHES MINIMUM AND 48 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR AND SHALL NOT BE LOCATED
 BEHIND GRAB BARS.
  
 606.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING
 WITH 305, POSITIONED FOR A FORWARD APPROACH, AND KNEE
 AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED.
  
 606.3 HEIGHT. LAVATORIES AND SINKS SHALL BE INSTALLED
 WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER
 SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
  
 609.4 POSITION OF GRAB BARS. GRAB BARS SHALL BE
 INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MINIMUM
 AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED
 TO THE TOP OF THE GRIPPING SURFACE
  
 10. THE SHOWER SHALL COMPLY WITH FBC ACC 608 PROVIDE
 DIMENSIONS THIS WILL DETERMINE WHAT TYPE OF SHOWER IT
 IS PROVIDE DETAILS TO SHOW COMPLIANCE BASED ON THE TYPE
 608.2, 608.3, 608.4, 608.5, 608.6, 608.7, 609.4
  
 11. THE BREAK ROOM SINK ON THE 1ST AND 2ND FLOOR SHALL
 COMPLY WITH FBC ACC 212.2
 606.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING
 WITH 305, POSITIONED FOR A FORWARD APPROACH, AND KNEE
 AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED.
 606.3 HEIGHT.LAVATORIES AND SINKS SHALL BE INSTALLED
 WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER
 SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
 606.4 FAUCETS. CONTROLS FOR FAUCETS SHALL COMPLY WITH
 309. HAND-OPERATED METERING FAUCETS SHALL REMAIN OPEN
 FOR 10 SECONDS MINIMUM
  
 12. PLEASE PROVIDE SIZING CALCULATIONS FOR THE ROOF
 DRAINAGE PER FBC PL 1106
  
 13. OVERFLOW OR EMERGENCY ROOF DRAINS MAYBE REQUIRED IF
 PONDING WILL OCCUR ON THE ROOF IF THE MAIN ROOF
 DRAINAGE SYSTEM BECOMES CLOGGED. PER FBC PL 1106
  
 14. A SERVICE SINK IS REQUIRED PER FBC PL TABLE 403.1
  
 15. SHT. P2-2 THE BREAK ROOM SINK SHALL CONNECT TO THE
 BUILDING DRAIN DOWN STREAM OF THE BATHROOM GROUP. PER
 FBC PL 912.1
  
 16. P3-1 THE NOTE ON THE WATER ISOMETRIC REFERS TO THE
 CIVIL PLAN I COULD NOT LOCATE ANY CIVIL PLANS PLEASE
 CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 17.THE BREAKROOM SINK ON THE 2ND FLOOR IS NOT SHOWN ON
 THE ARCHITECTURAL SHEETS PLEASE CLARIFY. PER WPB AMEND
 TO FBC 107.2.1
  
 END OF COMMENTS
 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]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2020-06-18 Cont ID  
Sent By ccole Date 2020-06-18 Time 11:04 Rev Time 0.00
Received By ccole Date 2020-06-18 Time 11:04 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2020-06-01 Cont ID  
Sent By pvalenti Date 2020-06-01 Time 14:15 Rev Time 0.00
Received By pvalenti Date 2020-06-01 Time 14:07 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2020-03-09 Cont ID  
Sent By shill Date 2020-03-09 Time 18:12 Rev Time 0.00
Received By shill Date 2020-03-09 Time 18:12 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2020-01-28 Cont ID  
Sent By shill Date 2020-01-28 Time 19:13 Rev Time 0.00
Received By shill Date 2020-01-28 Time 19:12 Sent To  
Notes
2020-01-21 15:12:2001/21/2020. ARCHITECTURAL AND STRUCTURAL SHEETS CHECKED
 FOR ELECTRONIC SIGNATURES, OK. JW
Review Stop Z ZONING
Rev No 3 Status P Date 2020-06-02 Cont ID  
Sent By awooten Date 2020-06-02 Time   Rev Time 0.00
Received By awooten Date 2020-06-02 Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2020-03-11 Cont ID  
Sent By awooten Date 2020-03-11 Time   Rev Time 0.00
Received By awooten Date 2020-03-11 Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2020-01-21 Cont ID  
Sent By awooten Date 2020-01-21 Time   Rev Time  
Received By awooten Date 2020-01-21 Time   Sent To  
Notes
2020-01-21 13:52:40********************************ZONING REVIEW
 FAILED*******************************
  
 I COULD NOT LOCATE THE SURVEY IN PLANS.
  
 PROVIDE THE SETBACK OF THE NEW OUTDOOR STAIRWAY.
  
 FURTHER COMMENTS MAY FOLLOW ADDITIONAL REVIEW.
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]


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