Plan Review Details - Permit 18120436
Plan Review Stops For Permit 18120436
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 3 Status N Date 2020-12-09 Cont ID  
Sent By shill Date 2020-12-09 Time 10:26 Rev Time 0.00
Received By shill Date 2020-12-09 Time 10:26 Sent To  
Notes
2020-12-09 10:27:28EXEMPT FROM AIPP PER EMAIL FROM SYBILLE WELTER DATED
 12/8/20
  
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 2 Status P Date 2019-12-12 Cont ID  
Sent By dbattles Date 2019-12-12 Time 15:30 Rev Time 0.00
Received By dbattles Date 2019-12-12 Time 15:30 Sent To  
Notes
2019-12-12 15:30:50PROVISOS:
 1) AIPP COMPLIANCE REQUIRED; VERIFICATION REQUIRED
 PRIOR TO C.O.
 CONTACT WITHIN 90 DAYS OF PERMIT ISSUANCE.
  
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status F Date 2019-10-01 Cont ID  
Sent By jgomez Date 2019-10-01 Time 13:52 Rev Time 0.00
Received By jgomez Date 2019-10-01 Time 13:52 Sent To  
Notes
2019-10-01 13:52:53ART IN PUBLIC PLACES
 THE CITY OF WEST PALM BEACH ART IN PUBLIC PLACES
 ORDINANCE REQUIREMENT THAT APPLIES TO ANY REMODEL OR
 NEW CONSTRUCTION PROJECT FOR WHICH THE PERMIT
 APPLICATION WAS SUBMITTED AFTER 6/29/14, AND THE TOTAL
 PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $750,000 WILL NEED TO COMPLY WITH THIS ORDINANCE.
 PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND
 CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V,
 ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION
 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL
 PROJECT CONSTRUCTION COST.
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS.
 SEC. 78-129. - PUBLIC ART ASSESSMENT FOR PRIVATE
 DEVELOPMENT.
 (A) APPLICABILITY. THE PROVISIONS OF THIS ARTICLE AND
 THE PUBLIC ART ASSESSMENT SECTION SHALL APPLY TO ALL
 PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW
 CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN
 EXISTING BUILDING, WHERE TOTAL CONSTRUCTION COSTS ARE
 EQUAL TO OR GREATER THAN $750,000.00. ALL BUILDINGS
 WITHIN NEW PLANNED DEVELOPMENTS SHALL BE ASSESSED
 CUMULATIVELY TOWARDS THIS ART IN PUBLIC PLACES
 REQUIREMENT, EVEN IF THE BUILDINGS ARE PERMITTED
 SEPARATELY OR DEVELOPED IN PHASES. THE PROVISIONS OF
 THIS SECTION APPLY TO NEW DEVELOPMENT OR NEW
 CONSTRUCTION WITHIN EXISTING PLANNED DEVELOPMENTS.
 FOR CONTACT INFORMATION PLEASE CONTACT:
 MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR
 822-1515 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2019-12-12 Cont ID  
Sent By dbattles Date 2019-12-12 Time 15:28 Rev Time 0.00
Received By dbattles Date 2019-12-10 Time 12:48 Sent To  
Notes
2019-12-12 15:28:56PROVISOS:
 1) AIPP COMPLIANCE REQUIRED; VERIFICATION REQUIRED
 PRIOR TO C.O.
 CONTACT WITHIN 90 DAYS OF PERMIT ISSUANCE.
  
 2) CONSTRUCTION HOURS - 7AM TO 7PM MON-FRI, 8AM TO 8PM
 SAT-SUN
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2019-10-16 Cont ID  
Sent By jwitmer Date 2019-10-16 Time 10:55 Rev Time 0.00
Received By jwitmer Date 2019-10-15 Time 15:03 Sent To  
Notes
2019-10-16 10:55:052017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 18120436
 ADD: 2201 45TH ST.
 CONT: DPR CONSTRUCTION
 TEL: 954-991-6200
 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: TUES. OCT. 15- WED. OCT. 16/ 2019
 ACTION: DENIED
  
 1) COMPLIED, REMOVED MANUAL CONSISTING OF 179 PAGES
  
 2) PROVISO: ART IN PUBLIC PLACES. THE CITY OF WEST PALM
 BEACH ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT
 APPLIES TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR
 WHICH THE PERMIT APPLICATION WAS SUBMITTED AFTER
 6/29/14, AND THE TOTAL PROJECT CONSTRUCTION COSTS ARE
 EQUAL TO OR GREATER THAN $750,000 WILL NEED TO COMPLY
 WITH THIS ORDINANCE.
 PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND
 CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V,
 ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION
 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL
 PROJECT CONSTRUCTION COST.
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS.
 SEC. 78-129. - PUBLIC ART ASSESSMENT FOR PRIVATE
 DEVELOPMENT.
 (A) APPLICABILITY. THE PROVISIONS OF THIS ARTICLE AND
 THE PUBLIC ART ASSESSMENT SECTION SHALL APPLY TO ALL
 PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW
 CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN
 EXISTING BUILDING, WHERE TOTAL CONSTRUCTION COSTS ARE
 EQUAL TO OR GREATER THAN $750,000.00. ALL BUILDINGS
 WITHIN NEW PLANNED DEVELOPMENTS SHALL BE ASSESSED
 CUMULATIVELY TOWARDS THIS ART IN PUBLIC PLACES
 REQUIREMENT, EVEN IF THE BUILDINGS ARE PERMITTED
 SEPARATELY OR DEVELOPED IN PHASES. THE PROVISIONS OF
 THIS SECTION APPLY TO NEW DEVELOPMENT OR NEW
 CONSTRUCTION WITHIN EXISTING PLANNED DEVELOPMENTS.
 FOR CONTACT INFORMATION PLEASE CONTACT:
 MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR
 822-1515 E-MAIL: [email protected]
  
 3) SHEET 014_G201 OVERALL PROPOSED FIRST FLOOR PLAN:
  
 3A) COMPLETED.
 CHILDREN?S BEHAVIOR UNIT AND ADDITION WILL BE KNOWN AS:
 BUILDING A
 THE BUILDING JUST TO THE SOUTH: BUILDING B
 THE BUILDING HOUSING THE ADULT BEHAVIOR UNIT AND
 ADDITION AS: BUILDING C
  
 3B)(1) 2ND REQUEST. IT IS NECESSARY FOR OUR RECORDS AND
 TRACKING PURPOSES (2) SEPARATE PERMITS WILL BE
 REQUIRED. THIS IS NOT JUST A REQUEST, IT IS A MUST.
 SINCE THE SCOPE OF WORK IS IN (2) BUILDINGS, IN (2)
 LOCATIONS AND FOR TRACKING PURPOSES (INSPECTIONS)
 THIS PERMIT SHOULD BE BROKEN DOWN INTO (2) SEPARATE
 PERMITS WITH SEPARATE IDENTITIES, (EXAMPLE BUILDING A
 OR BUILDING C), PLEASE ALSO SPLIT THE VALUE OF THE
 PERMIT APPLICATION ACCORDINGLY. UNDER THE 16110246
 PERMIT THE BUILDINGS WERE IDENTIFIED AS PAVILIONS,
 (EXAMPLE GYM: PAVILION 4). THE WHOLE CAMPUS IS LISTED
 UNDER 2201 45TH ST. THE BUILDINGS HAVE NO IDENTIFIERS,
 THIS WOULD BE A GREAT HELP FOR ADDRESSING OF THE
 CAMPUS.
  
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1 OF THE ADMINISTRATIVE CODE SECTION
 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT
 CLARITY TO INDICATE THE LOCATION, NATURE AND EXTENT OF
 THE WORK PROPOSED AND SHOW IN DETAIL THAT IT WILL
 CONFORM TO THE PROVISIONS OF THIS CODE AND RELEVANT
 LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED
 BY THE BUILDING OFFICIAL.
  
 3B)(2) 2ND REQUEST. 2017 FBC-B 501.2 ADDRESS
 IDENTIFICATION. NEW AND EXISTING BUILDINGS SHALL BE
 PROVIDED WITH APPROVED ADDRESS IDENTIFICATION.
  
 CITY MUNI CODE SEC.78-6 (1-7) (2) LOCATION, BUILDINGS
 CONTAINING MORE THAN ONE ADDRESS. ALL ADDRESSES SHALL
 BE POSTED ON THAT PORTION OF THE STRUCTURE FRONTING OR
 FACING UPON THE STREET OR PRINCIPAL VEHICULAR ACCESS TO
 THE PREMISES, SO AS TO BE READILY VISIBLE TO
 APPROACHING VEHICLES.
  
 4A) SEMI-COMPLIED. THE SUBMITTED PLANS HAVE CIVIL
 PLANS, SITE PLANS AND ENGINEERING PLANS AS PART OF THE
 PACKAGE. SUBMITTED WAS A SURVEY WITH THE AE FLOOD ZONE
 SHOWN ON THE SURVEY THE EXISTING NORTH BUILDING,
 BUILDING A. THE EXISTING BUILDING IS NOT IN THE FLOOD
 ZONE BUT THE PROPOSED ADDITION IS IN THE AE FLOOD ZONE.
 PLEASE PROVIDE THE SURVEY WITH THE PROPOSED ADDITION AS
 AN OVERLAY TO SHOW IF THE ADDITION IS OR IS NOT IN THE
 FLOOD ZONE. OUR MAPS IT WOULD APPEAR TO BE IN A FLOOD
 ZONE AE.
  
 4B) SEMI-COMPLIED. THE SUBMITTED PLANS HAVE CIVIL
 PLANS, SITE PLANS AND ENGINEERING PLANS AS PART OF THE
 PACKAGE. SUBMITTED WAS A SURVEY WITH THE AE FLOOD ZONE
 SHOWN ON THE SURVEY THE EXISTING ADULT BEHAVIOR UNIT
 BUILDING C. THE EXISTING BUILDING C IS NOT IN THE FLOOD
 ZONE BUT THE PROPOSED ADDITION IT MAYBE LOCATED IN THE
 AE FLOOD ZONE. PLEASE PROVIDE THE SURVEY WITH THE
 PROPOSED ADDITION AS AN OVERLAY TO SHOW IF THE ADDITION
 IS OR IS NOT IN THE FLOOD ZONE AE. OUR MAPS IT WOULD
 APPEAR TO BE IN A FLOOD ZONE AE.
  
 4C) 2ND REQUEST. THE RESPONSE LETTER INDICATES SURVEY
 DOCUMENTS HAVE BEEN PROVIDED AS PART OF THIS SUBMITTAL.
 THIS QUESTION HAS NOTHING TO DO WITH THE SURVEY. PLEASE
 NOTE SINCE THE CITY CANNOT DETERMINE WHEN THESE
 BUILDINGS WERE BUILT, SINCE THEY WERE UNDER ONE
 ADDRESS. IF THE ORIGINAL BUILDINGS BOTH A & C ARE
 PRE-FIRM OR POST-FIRM OR IF THE ADDITION WILL MEET THE
 REQUIREMENTS FOR SUBSTANTIAL IMPROVEMENT A CONCISE CODE
 ANALYSIS FOR THE FLOOD REQUIREMENTS CANNOT BE
 DETERMINED EVEN FOR THE 2ND REVIEW, THIS QUESTION NOT
 ANSWERED.
  
  
  
 4C)(1) 2ND REQUEST. IN BOTH CASES IF THE EXISTING
 BUILDINGS (A & C)ARE EITHER PRE OR POST FIRM AND THE
 ADDITION (STRUCTURALLY CONNECTED) ARE NOT A SUBSTANTIAL
 IMPROVEMENT THEN THE ADDITION IS REQUIRED TO BE
 ELEVATED TO AT LEAST THE ELEVATION OF THE EXISTING
 FLOOR. TAKEN FROM SI/SD DESK REFERENCE.
  
 4C)(2) 2ND REQUEST. UNDER THE 2017 EXIST. BUILDING CODE
 SECTION 1103.5 APPLIES:
 BS]1103.5 FLOOD HAZARD AREAS. ADDITIONS AND FOUNDATIONS
 IN FLOOD HAZARD AREAS SHALL COMPLY WITH THE FOLLOWING
 REQUIREMENTS:
 1.FOR HORIZONTAL ADDITIONS THAT ARE STRUCTURALLY
 INTERCONNECTED TO THE EXISTING BUILDING:
  
 1.1. (BUILDING C.) IF THE ADDITION AND ALL OTHER
 PROPOSED WORK, WHEN COMBINED, CONSTITUTE SUBSTANTIAL
 IMPROVEMENT, THE EXISTING BUILDING AND THE ADDITION
 SHALL COMPLY WITH SECTION 1612 OF THE FLORIDA BUILDING
 CODE, BUILDING.
  
 1.2. (BUILDING A). IF THE ADDITION CONSTITUTES
 SUBSTANTIAL IMPROVEMENT, THE EXISTING BUILDING AND THE
 ADDITION SHALL COMPLY WITH SECTION 1612 OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 IF EITHER OF THE BUILDINGS (A OR C) MEET THE
 REQUIREMENTS FOR SUBSTANTIAL IMPROVEMENTS THEN UNDER
 THE 2017 FBC-B 1612 FLOOD LOADS TABLE 1612.1 SECTION
 449 HOSPITALS.
  
 449.4.2.2.2 FOR ALL EXISTING FACILITIES, THE LOWEST
 FLOOR ELEVATIONS OF ALL ADDITIONS, AND ALL PATIENT
 SUPPORT AREAS INCLUDING FOOD SERVICE, AND ALL PATIENT
 SUPPORT UTILITIES, INCLUDING MECHANICAL, AND ELECTRICAL
 (EXCEPT FUEL STORAGE AS NOTED IN SECTION 449.4.2.9.3 OF
 THIS CODE) FOR THE ADDITIONS SHALL BE AT OR ABOVE THE
 ELEVATION OF THE EXISTING BUILDING, IF THE EXISTING
 BUILDING WAS DESIGNED AND CONSTRUCTED TO COMPLY WITH
 EITHER THE SITE STANDARDS OF SECTION 449.4 OF THIS CODE
 OR LOCAL FLOOD-RESISTANT REQUIREMENTS, IN EFFECT AT THE
 TIME OF CONSTRUCTION, WHICHEVER REQUIRES THE HIGHER
 ELEVATION, UNLESS OTHERWISE PERMITTED BY SECTION 1612
 OF THIS CODE. IF THE EXISTING BUILDING WAS CONSTRUCTED
 PRIOR TO THE ADOPTION OF EITHER THE SITE STANDARDS OF
 SECTION 449.4 OF THIS CODE OR LOCAL FLOOD-RESISTANT
 REQUIREMENTS, THEN THE ADDITION AND ALL PATIENT SUPPORT
 AREAS AND UTILITIES FOR THE ADDITION AS DESCRIBED IN
 THIS SECTION SHALL EITHER BE DESIGNED AND CONSTRUCTED
 TO MEET THE REQUIREMENTS OF SECTION 449.4.2.2.1 OF THIS
 CODE OR BE DESIGNED AND CONSTRUCTED TO MEET THE DRY
 FLOOD PROOFING REQUIREMENTS OF SECTION 1612 OF THIS
 CODE.
 449.4.2.2.3 SUBSTANTIAL IMPROVEMENT, AS DEFINED BY
 SECTION 1612 OF THIS CODE, TO ALL EXISTING FACILITIES
 LOCATED WITHIN FLOOD AREAS AS DEFINED IN SECTION 1612
 OF THIS CODE OR WITHIN A CATEGORY 3 SURGE INUNDATION
 ZONE AS DESCRIBED IN SECTION 449.4.2.2.1 OF THIS CODE,
 SHALL BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH
 SECTION 1612 OF THIS CODE.
 PLEASE PROVIDE A COST ANALYSIS TO SEE IF THE
 SUBSTANTIAL REQUIREMENT IS OR IS NOT MET, AN EXAMPLE IS
 UNDER PERMIT 16110246.
  
 UNDER THE 2ND REVIEW WE HAVE RECEIVED A VALUE OF 25
 MILLION IN IMPROVEMENTS, USING THE PALM BEACH COUNTY
 PROPERTY APPRAISER?S OFFICE THE VALUE FOR IMPROVEMENTS
 IS $16,434,316.00. THERE VALUE IS USUALLY LOW. EVEN
 WITH A INCREASED VALUE OF 1.25% OR $20,542,895.00
 DOLLARS THE WHOLE CAMPUS WOULD BE SUBSTANTIAL
 IMPROVEMENTS. EVEN IF WE GO AS FAR AS FIGURING THE
 WHOLE CAMPUS 124,817 SQUARE FEET AT NEW CONSTRUCTION
 COST OF $308.81 DOLLARS A SQUARE FOOT OR A COST OF $38,
 544,737.00 THE $25 MILLION WOULD BE CONSIDERED
 SUBSTANTIAL IMPROVEMENTS. I EXPLAINED THIS TO MS. HILL
 (PLAN REVIEW SUPERVISOR) YESTERDAY, SO SHE HAS SENT OUT
 AN E-MAIL EXPLAINING WHAT SHOULD BE USED PERMIT WISE TO
 DETERMINE WHAT PERMITS SHOULD BE USED FOR THE LAST 5
 YEARS TO DETERMINE IF SUBSTANTIAL IMPROVEMENTS HAVE
 BEEN MET FOR BUILDINGS A & C
  
 4D) 2ND REVIEW. HAVE YOU RECEIVED A LOMAR REMOVING
 THESE AREAS FROM THE FLOOD ZONE? RESPONSE INDICATES
 REFER TO ENCLOSED RESPONSE LETTER ISSUED BY
 KIMLEY-HORN. THE LETTER FROM KIMLEY HORN STATES THE
 PROPOSED BEHAVIORAL ADDITIONS AND ALTERATIONS DOES NOT
 QUALIFY AS A SUBSTANTIAL IMPROVEMENT. THE DOCUMENTS
 SUBMITTED AT THIS TIME STATING 25 MILLION IN
 IMPROVEMENTS, EVEN IF THIS VALUE IS FOR THE WHOLE
 CAMPUS QUALIFIES AS SUBSTANTIAL IMPROVEMENTS WHEN TAKEN
 AT NEW CONSTRUCTION COST OF $38 MILLION FOR THE WHOLE
 CAMPUS.
  
 5) SHEET 002_G100:
  
 5A-B) SEMI-COMPLIED. THE COMMENT SHEET RESPONSE 5C
 ANSWERS COMMENT 5A & & 5B. THE BUILDINGS A & B ARE TO
 BE CONSIDERED ONE BUILDING. SHEET G100 UNDER THE
 HEADING (5) IT IS NOT CLEAR AS TO WHAT BUILDINGS ARE
 BEING GROUPED TOGETHER SINCE THE NOMENCLATURE INCLUDES
 BUILDINGS 1,2,3 AS WELL AS A,B & C. THE RESPONSE TO
 COMMENT 5C MAKES IT CLEAR, BUT THE COMMENT SHEET WILL
 NOT FOLLOW THE PLANS TO SCANNING AND RECORD RETENTION.
 PLEASE REVISE AND STATE THAT BUILDINGS A & B ARE TO BE
 CONSIDERED 1 BUILDING ON THE SAME LOT. PLEASE ALSO NOTE
 FOR AREA OF A BUILDING THE DIMENSIONS ARE TAKEN FROM
 THE INSIDE OF THE EXTERIOR WALL, JUST AS THE SMOKE
 COMPARTMENTS. FLOOR AREA, GROSS. THE FLOOR AREA WITHIN
 THE INSIDE PERIMETER OF THE EXTERIOR WALLS OF THE
 BUILDING UNDER CONSIDERATION.
  
 5C) SEMI-COMPLIED. THE RESPONSE TO COMMENT 5C DOES
 INDICATE BUILDING C AND ADDITION IS TO BE CONSIDERED A
 STAND-ALONE BUILDING. WHAT I CAN NOT FIND IS AN ASSUMED
 PROPERTY LINE BETWEEN BUILDING B AND BUILDING C NOR
 COMPLIANCE WITH FBC-B TABLE 602 FIRE RESISTANCE RATINGS
 FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
 NOR THE MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON
 FIRE SEPARATION DISTANCE & DEGREE OF OPENING PROTECTION
 FBC-B TABLE 705.8.
  
 1ST ROUND COMMENTS. WITH THE NEW ADDITION TO BUILDING
 A, THE PLANS ARE SILENT AS TO INDIVIDUAL BUILDINGS NOT
 CONSIDERED AS ONE, THEN THERE SHOULD BE A PROPOSED
 IMAGINARY PROPERTY LINE BETWEEN BUILDINGS A & C AND
 DISTANCE BETWEEN THIS IMAGINARY PROPERTY LINE FOR WALL
 RATINGS AND ALLOWABLE SQ. FT. OF WALL OPENINGS. SEE
 TABLE 602 AND 705.8. NONE OF THESE THINGS APPEAR TO BE
 CONSIDERED, ONLY TABLE 601. THERE IS A FOOTNOTE A
 NOTING A REDUCTION OF 1 HOUR FOR STRUCTURAL FRAME,
 BEARING WALLS AND REDUCTION OF ROOF WHERE ONLY
 SUPPORTING ROOF THIS IS FOUND ONLY IN TYPE I-A AND I-B
 CONSTRUCTION NOT II-B. THE OTHER ISSUE IS UNDER 603.1.1
 WHERE FIRE RETARDANT TREATED WOOD CAN BE USED.
  
 6 & 7) 2ND REQUEST. WE HAVE MULTIPLE PERMITS FOR THIS
 SITE AND THE QUESTION OF EXPOSURE HAS COME UP IN ALL OF
 THE PLAN REVIEWS. WE HAVE TAKEN THIS QUESTION TO THE
 BUILDING OFFICIAL ROBERT BROWN FOR AN INTERPRETATION
 FOR THE CITY OF WEST PALM BEACH. MR. BROWN HAS
 DETERMINED THAT THIS SITE DOES QUALIFY AS AN C EXPOSURE
 SINCE IT DOES QUALIFY AS AN C SURFACE ROUGHNESS
 CATEGORY.
  
 1ST ROUND OF COMMENTS. SHEET 076_S001 IN THE STRUCTURAL
 NOTES IN THE WIND DESIGN DATA THE EXPOSURE IS GIVEN AS
 A B EXPOSURE. IT WOULD APPEAR THAT TO THE NORTHEAST AND
 NORTHWEST THERE ARE C EXPOSURES SINCE MOST OF THESE
 AREAS HAVE LITTLE OR NO BUILDINGS, THEY ARE GRASSLANDS,
 OPEN LAKES, CANALS, PARKING LOTS AND HIGHWAYS.
 2017 FBC-B 1609.4.2 SURFACE ROUGHNESS CATEGORIES. A
 GROUND SURFACE ROUGHNESS WITHIN EACH 45-DEGREE SECTOR
 SHALL BE DETERMINED FOR A DISTANCE UPWIND OF THE SITE
 AS DEFINED IN SECTION 1609.4.3 FROM THE CATEGORIES
 DEFINED BELOW, FOR THE PURPOSE OF ASSIGNING AN EXPOSURE
 CATEGORY AS DEFINED IN SECTION 1609.4.3.
 SURFACE ROUGHNESS C. OPEN TERRAIN WITH SCATTERED
 OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30
 FEET. THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, AND
 GRASSLANDS.
  
 7)2ND REQUEST SEE COMMENT # 6. SINCE THE EXPOSURE WOULD
 BE A C EXPOSURE FOR 179 VASD THE PRESSURES WILL
 INCREASE FOR THE MULTIPLIER FOR THE HEIGHT OF THE
 BUILDING FOR THE EXPOSURE C. SEE TABLE 1609.7(2).
  
 8) 2ND REQUEST. SINCE THE BUILDING OFFICIAL HAS DEEMED
 THIS AN EXPOSURE C THE PRESSURES SHOWN ON THE PLANS
 WILL BE INCREASED.
 1ST ROUND COMMENT. PLEASE ALSO NOTE ON SHEET 076_S001
 UNDER THE HEADING 2.4.1 EXTERIOR COMPONENTS & CLADDING
 THE COLUMN OF PRESSURES FOR CORNERS WALL ZONE 5 THE
 NEGATIVE PRESSURES FOR 20 SQ. FT. AND 100 SQ. FT. ARE
 THE SAME AND THE PRESSURES FOR 50 SQ. FT. ARE HIGHER
 THAN FOR THE 20 SQ. FT. IT WOULD APPEAR THIS IS A TYPO,
 PLEASE PROVIDE ADDITIONAL INFORMATION, PLEASE.
 107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED.
  
 9A) BUILDING PROVISO/ DEFERRED SUBMITTAL. 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 & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS & CURBS
  
 9B) BUILDING PROVISO/ DEFERRED SUBMITTAL. W. P. B.
 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
 REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE 61G20
 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..
  
 10) BUILDING PROVISO/ DEFERRED SUBMITTAL. IDENTIFY
 GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE PRODUCT
 APPROVAL BEFORE SUBMITTING TO DESIGNER OF RECORD AND
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT. FOR ALL
 PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE OPENING
 WIDTH & HEIGHT, TYPE OF GLAZING, MULLION SIZE, LENGTH
 IF UNREINFORCED OR REINFORCED INFORMATION IF REQUIRED,
 ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING
 SIZE. 2014 FBC-B 1405.13.1 INSTALLATION. WINDOWS AND
 DOORS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED
 MANUFACTURER?S INSTRUCTIONS. FASTENER SIZE AND SPACING
 SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE
 CALCULATED BASED ON MAXIMUM LOADS AND SPACING USED IN
 THE TESTS.
  
 11) BUILDING PROVISO/ DEFERRED SUBMITTAL. ROOFING: FOR
 ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL ROOFING
 SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR ROOF
 ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS, IF
 ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3.
 FASTENER DENSITIES SHALL BE INCREASED FOR BOTH
 INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE
 WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION
 PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 12) BUILDING PROVISO/ DEFERRED SUBMITTAL. EFIS SYSTEMS:
 PLEASE PROVIDE THE PRODUCT APPROVAL FOR THE SYSTEM TO
 BE INSTALLED. PLEASE ALSO PROVIDE THE MANUFACTURERS
 INSTALLATION BROCHURE PROVIDING COMPLIANCE WITH 2014
 FBC-B SECTIONS;
 1408.2 PERFORMANCE CHARACTERISTICS.
 1408.2 PERFORMANCE CHARACTERISTICS.
 1408.3 STRUCTURAL DESIGN.
 1408.4 WEATHER RESISTANCE.
 1408.4.1 EIFS WITH DRAINAGE.
 408.4.1.1 WATER-RESISTIVE BARRIER.
 1408.5 INSTALLATION
  
 13) BUILDING PROVISO/ DEFERRED SUBMITTAL, BY DESIGNER
 OF RECORD FOR COMPONENTS AND CLADDING. 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.
  
 14A) SEMI-COMPLIED. THIS REVIEW SHEET 076_ S001
 INDICATES THERE IS A GEOTECHNICAL REPORT BY
 PROFESSIONAL SERVICE INDUSTRIES, INC, PLEASE SUBMIT
 EITHER A PAPER REPORT SIGNED AND SEALED OR AN
 ELECTRONIC REPORT WITH ELECTRONIC SIGNATURE AND SEAL,
 TO SATISFY COMPLIANCE WITH 1803.5.2 OF THE 2017 FBC-B.
  
 1ST ROUND OF COMMENTS. SHEET 076_S001 UNDER THE HEADING
 OF FOUNDATION AND THE GEOTECHNICAL REPORT IT DOES NOT
 INDICATE A REPORT NUMBER NOR UNDER THE SOIL BEARING
 CAPACITY FOR ISOLATED FOOTING OR CONTINUOUS FOOTING THE
 PSF IS LEFT BLANK. PLEASE SHOW COMPLIANCE WITH THE 2017
 FBC-B SECTION:
  
 1803.5.2 QUESTIONABLE SOIL. WHERE THE CLASSIFICATION,
 STRENGTH OR COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR
 WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED
 IN THIS CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE
 PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION
 BE CONDUCTED.
  
 14B) NEW COMMENT. SHEET 076_S001 UNDER THE HEADING
 FOUNDATION 2.1 DOES INDICATE MUCK LAYER TO BE REMOVED.
 NOT HAVING THE REPORT YET WE WILL NEED TO SEE WHAT THE
 GEOTECHNICS ENGINEER WILL REQUIRE FOR BACKFILLING OF
 THE MUCK AREA, SOILS TYPE, COMPACTING TO WHAT
 PERCENTAGE AND AT WHAT MAXIMUM LIFTS. THE PLANS STATE
 WHAT THE STRUCTURAL ENGINEER WILL REQUIRE, DOES THE
 GEOTECHNICAL REPORT REQUIRE THE SAME.107.2.1.2
 ADDITIONAL INFORMATION IS REQUIRED.
  
 14C) NEW COMMENT. SINCE THERE IS MUCK FOUND AND A
 DEMUCKING PROCESS IS TO TAKE PLACE AND MAXIMUM LIFTS OF
 EVERY 8 INCHES, WHO WILL BE THE GEOTECHNICAL ENGINEER
 WHO WILL BE PRESENT TO MONITOR THE FILL PROCESS IN
 COMPLIANCE WITH THE STRUCTURAL ENGINEER AND SOILS
 ENGINEER?S REQUIREMENTS? SEE 2017 FBC-B 1803.5.8.
  
  
  
 15) SEMI- COMPLIED. THE NOTE FOUND DETAIL # 4/ SHEET
 A475 DOES INDICATE FIRE RETARDANT TREATED PLYWOOD AND B
 STEEL DECKING. THE QUESTION WILL ARISE WITH THE
 STANDING SEAM METAL ROOFING PRODUCT APPROVAL AS TO THE
 TYPE OF DECKING AND ANCHOR AS TO THE PSF THE ANCHOR CAN
 HOLD, WILL IT BE REQUIRED TO GO THROUGH THE PLYWOOD
 (THICKNESS NOT GIVEN) OR THROUGH THE STEEL DECKING?
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 16) COMPLIED.
  
 17) SEMI-COMPLIED. SHEET055_A475 SHOWS A DETAIL4.
 THICKNESS OF THE PLYWOOD NOT GIVEN. SHEET A351. DETAIL
 # 3 DOES GIVE THE THICKNESS. PLEASE NOTE THERE ARE
 OTHER SHEETS THAT EITHER STATE THE USE OF PLYWOOD OR
 NOT MENTIONING THE SUB-STRATE, THIS NOTE COUNTS FOR
 ALL.
  
 18) 2ND REQUEST. RESIDENT INSPECTOR FORMS WERE SENT TO:
 [email protected] SENT AT3/26/2019 @ 06:25 AM.
 FORMS NOT RETURNED FILED OUT.
 1ST ROUND OF COMMENTS. THIS PROJECT WILL REQUIRE A
 RESIDENT INSPECTOR ON THE PROJECT AS LONG AS THERE IS
 STRUCTURAL STEEL BOLTED OR WELDED CONNECTIONS BAR JOIST
 AND THE STEEL ROOF DECK ANCHORING BY WELDS OR BOLTED
 CONNECTIONS.
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 110.3.9. OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109 110. HE/SHE MAY ACCEPT REPORTS OF
 INSPECTORS OF RECOGNIZED INSPECTION SERVICES, PROVIDED
 THAT AFTER INVESTIGATION HE/SHE IS SATISFIED AS TO
 THEIR QUALIFICATIONS AND RELIABILITY. A CERTIFICATE
 CALLED FOR BY ANY PROVISION OF THE TECHNICAL CODES
 SHALL NOT BE BASED ON SUCH REPORTS UNLESS THE SAME ARE
 IN WRITING AND CERTIFIED BY A RESPONSIBLE OFFICER OF
 SUCH SERVICE. THE BUILDING OFFICIAL MAY REQUIRE THE
 OWNER TO EMPLOY AN INSPECTION SERVICE IN THE FOLLOWING
 INSTANCES:
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3) WELDING AND BOLTED CONNECTIONS
 FORMS ARE TO BE E-MAILED TO: [email protected] SENT
 AT3/26/2019 @ 06:25 AM.
  
 19A) 2ND REQUEST. THE RESPONSE INDICATES COMPLIANCE
 WITH UNDERGROUND TERMITE PROTECTION CAN BE FOUND ON
 SHEETS S001 NOR S002. PLEASE CIRCLE WHERE THIS
 REQUIREMENT CAN BE FOUND, I DIDN?T SEE WHERE THIS NOTE
 IS LOCATED. THANK YOU. AS FAR AS SPECIFICATIONS WE DO
 NOT REVIEW SPECIFICATIONS.
  
 1ST ROUND OF COMMENTS. NEITHER SHEET 083_S201 NOR
 084_S202 SHOW COMPLIANCE WITH UNDERGROUND TERMITE
 PROTECTION 1816.1 OF THE 2017 FBC-B FOR THE NEW WORK OR
 TRENCHES CUT THROUGH THE SLAB.
  
 19B) 2ND REQUEST. THE RESPONSE INDICATES DAMP-PROOFING
 OF THE SLAB ON GRADE CAN BE FOUND ON IN NOTES ON SHEETS
 S001 AND S002. PLEASE CIRCLE I DIDN?T SEE WHERE THIS
 NOTE IS LOCATED. THANK YOU. AS FAR AS SPECIFICATIONS WE
 DO NOT REVIEW SPECIFICATIONS.
 1ST ROUND OF COMMENTS. NEITHER SHEET 083_S201 NOR
 084_S202 SHOW COMPLIANCE WITH 1805.2.1 DAMP-PROOFING OF
 SLABS. WHERE INSTALLED BENEATH THE SLAB, DAMP-PROOFING
 SHALL CONSIST OF NOT LESS THAN 6-MIL (0.006 INCH)
 POLYETHYLENE WITH JOINTS LAPPED NOT LESS THAN 6 INCHES
 (152 MM), OR OTHER APPROVED METHODS OR MATERIALS.
  
 20-21) COMPLIED
  
 22) UNDERSTOOD THE IMPACT FEES WILL NOT BE PAID UNTIL
 PLANS ARE READY FOR ISSUANCE.
 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.
  
 23) 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, SFP, 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 2019-03-26 Cont ID  
Sent By jwitmer Date 2019-03-26 Time 08:11 Rev Time 0.00
Received By jwitmer Date 2019-03-18 Time 09:52 Sent To  
Notes
2019-03-26 08:11:392017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 18120436
 ADD: 2201 45TH ST.
 CONT: DPR CONSTRUCTION
 TEL: 954-991-6200
 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: MON. MARCH 18/THROUGH TUES. MARCH 26/ 2019
 ACTION: DENIED
  
 1) PLEASE NOTE WITHIN THE DOCUMENT FOLDER THE PROJECT
 MANUAL CONSISTING OF 179 PAGES WAS LOADED AS INDIVIDUAL
 PAGES, THIS IS INCORRECT, IT SHOULD BE LOADED AS A
 SINGLE DOCUMENT WITH THE FOLDER LABELED PROJECT MANUAL.
 YOU WILL NEED TO SPEAK WITH CAROLINE PUELL PLAN REVIEW
 LIBRARIAN (TELL: 561-805-6659) AS TO HOW TO CORRECT
 THIS MATTER.
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1 ADMINISTRATION 107.2.1.3 QUALITY OF
 BUILDING PLANS. THE BUILDING OFFICIAL MAY ESTABLISH
 THROUGH DEPARTMENTAL POLICY, OTHER STANDARDS FOR PLANS
 AND SPECIFICATIONS, IN ORDER TO PROVIDE CONFORMITY TO
 ITS RECORD RETENTION PROGRAM. THIS POLICY MAY INCLUDE
 SUCH THINGS, CLARITY, OR OTHER ITEMS RELATED TO RECORDS
 MANAGEMENT. ELECTRONIC MEDIA MUST BE COMPATIBLE WITH
 THE ARCHIVE REQUIREMENTS OF FLORIDA STATUTES.
  
 2) ART IN PUBLIC PLACES
 THE CITY OF WEST PALM BEACH ART IN PUBLIC PLACES
 ORDINANCE REQUIREMENT THAT APPLIES TO ANY REMODEL OR
 NEW CONSTRUCTION PROJECT FOR WHICH THE PERMIT
 APPLICATION WAS SUBMITTED AFTER 6/29/14, AND THE TOTAL
 PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN
 $750,000 WILL NEED TO COMPLY WITH THIS ORDINANCE.
 PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND
 CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V,
 ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION
 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL
 PROJECT CONSTRUCTION COST.
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS.
 SEC. 78-129. - PUBLIC ART ASSESSMENT FOR PRIVATE
 DEVELOPMENT.
 (A) APPLICABILITY. THE PROVISIONS OF THIS ARTICLE AND
 THE PUBLIC ART ASSESSMENT SECTION SHALL APPLY TO ALL
 PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW
 CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN
 EXISTING BUILDING, WHERE TOTAL CONSTRUCTION COSTS ARE
 EQUAL TO OR GREATER THAN $750,000.00. ALL BUILDINGS
 WITHIN NEW PLANNED DEVELOPMENTS SHALL BE ASSESSED
 CUMULATIVELY TOWARDS THIS ART IN PUBLIC PLACES
 REQUIREMENT, EVEN IF THE BUILDINGS ARE PERMITTED
 SEPARATELY OR DEVELOPED IN PHASES. THE PROVISIONS OF
 THIS SECTION APPLY TO NEW DEVELOPMENT OR NEW
 CONSTRUCTION WITHIN EXISTING PLANNED DEVELOPMENTS.
 FOR CONTACT INFORMATION PLEASE CONTACT:
 MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR
 822-1515 E-MAIL: [email protected]
  
 3) SHEET 014_G201 OVERALL PROPOSED FIRST FLOOR PLAN:
  
 3A) PLEASE NOTE FOR THIS REVIEW THE NORTH BUILDING THE
 CHILDREN?S BEHAVIOR UNIT WILL BE KNOWN AS BUILDING A,
 THE BUILDING JUST TO THE SOUTH BUILDING B AND THE
 BUILDING HOUSING THE ADULT BEHAVIOR UNIT AND ADDITION
 AS BUILDING C.
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE (IDENTIFY BUILDINGS)THE LOCATION, NATURE
 AND EXTENT OF THE WORK PROPOSED.
  
 3B) SINCE THE SCOPE OF WORK IS IN (2) BUILDINGS, IN (2)
 LOCATIONS AND FOR TRACKING PURPOSES (INSPECTIONS)
 THIS PERMIT SHOULD BE BROKEN DOWN INTO (2) SEPARATE
 PERMITS WITH SEPARATE IDENTITIES,( EXAMPLE BUILDING A
 OR BUILDING C), PLEASE ALSO SPLIT THE VALUE OF THE
 PERMIT APPLICATION ACCORDINGLY. UNDER THE 16110246
 PERMIT THE BUILDINGS WERE IDENTIFIED AS PAVILIONS,
 (EXAMPLE GYM: PAVILION 4). THE WHOLE CAMPUS IS LISTED
 UNDER 2201 45TH ST. THE BUILDINGS HAVE NO IDENTIFIERS,
 THIS WOULD BE A GREAT HELP FOR ADDRESSING OF THE
 CAMPUS.
 2017 FBC-B 501.2 ADDRESS IDENTIFICATION. NEW AND
 EXISTING BUILDINGS SHALL BE PROVIDED WITH APPROVED
 ADDRESS IDENTIFICATION.
  
 CITY MUNI CODE SEC.78-6 (1-7) (2) LOCATION, BUILDINGS
 CONTAINING MORE THAN ONE ADDRESS. ALL ADDRESSES SHALL
 BE POSTED ON THAT PORTION OF THE STRUCTURE FRONTING OR
 FACING UPON THE STREET OR PRINCIPAL VEHICULAR ACCESS TO
 THE PREMISES, SO AS TO BE READILY VISIBLE TO
 APPROACHING VEHICLES.
  
 4A) THE SUBMITTED PLANS HAVE CIVIL PLANS, SITE PLANS
 AND ENGINEERING PLANS AS PART OF THE PACKAGE BUT THERE
 IS NO SURVEY IN THIS SET OF PLANS. PLEASE SUBMIT A
 SURVEY WITH THE AE FLOOD ZONE SHOWN ON THE SURVEY THE
 EXISTING NORTH BUILDING. THE EXISTING BUILDING IS NOT
 IN THE FLOOD ZONE BUT THE PROPOSED ADDITION IS IN THE
 AE FLOOD ZONE.
  
 4B) THE SUBMITTED PLANS HAVE CIVIL PLANS, SITE PLANS
 AND ENGINEERING PLANS AS PART OF THE PACKAGE BUT THERE
 IS NO SURVEY IN THIS SET OF PLANS. PLEASE SUBMIT A
 SURVEY WITH THE AE FLOOD ZONE SHOWN ON THE SURVEY THE
 EXISTING SOUTH BUILDING. THE EXISTING BUILDING IS NOT
 IN THE FLOOD ZONE BUT THE PROPOSED ADDITION MAYBE IN
 THE AE FLOOD ZONE.
  
 4C) PLEASE NOTE SINCE THE CITY CANNOT DETERMINE WHEN
 THESE BUILDINGS WERE BUILT, IF THE ORIGINAL BUILDINGS
 BOTH A & C ARE PRE-FIRM OR POST-FIRM OR IF THE ADDITION
 WILL MEET THE REQUIREMENTS FOR SUBSTANTIAL IMPROVEMENT
 A CONCISE CODE ANALYSIS FOR THE FLOOD REQUIREMENTS
 CANNOT BE DETERMINED.
  
 4C)(1) IN BOTH CASES IF THE EXISTING BUILDINGS (A &
 C)ARE EITHER PRE OR POST FIRM AND THE ADDITION
 (STRUCTURALLY CONNECTED) ARE NOT A SUBSTANTIAL
 IMPROVEMENT THEN THE ADDITION IS REQUIRED TO BE
 ELEVATED TO AT LEAST THE ELEVATION OF THE EXISTING
 FLOOR. TAKEN FROM SI/SD DESK REFERENCE.
  
 4C)(2) UNDER THE 2017 EXIST. BUILDING CODE SECTION
 1103.5 APPLIES:
 BS]1103.5 FLOOD HAZARD AREAS. ADDITIONS AND FOUNDATIONS
 IN FLOOD HAZARD AREAS SHALL COMPLY WITH THE FOLLOWING
 REQUIREMENTS:
 1.FOR HORIZONTAL ADDITIONS THAT ARE STRUCTURALLY
 INTERCONNECTED TO THE EXISTING BUILDING:
  
 1.1. (BUILDING C.) IF THE ADDITION AND ALL OTHER
 PROPOSED WORK, WHEN COMBINED, CONSTITUTE SUBSTANTIAL
 IMPROVEMENT, THE EXISTING BUILDING AND THE ADDITION
 SHALL COMPLY WITH SECTION 1612 OF THE FLORIDA BUILDING
 CODE, BUILDING.
  
 1.2. (BUILDING A). IF THE ADDITION CONSTITUTES
 SUBSTANTIAL IMPROVEMENT, THE EXISTING BUILDING AND THE
 ADDITION SHALL COMPLY WITH SECTION 1612 OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 IF EITHER OF THE BUILDINGS (A OR C) MEET THE
 REQUIREMENTS FOR SUBSTANTIAL IMPROVEMENTS THEN UNDER
 THE 2017 FBC-B 1612 FLOOD LOADS TABLE 1612.1 SECTION
 449 HOSPITALS.
  
 449.4.2.2.2 FOR ALL EXISTING FACILITIES, THE LOWEST
 FLOOR ELEVATIONS OF ALL ADDITIONS, AND ALL PATIENT
 SUPPORT AREAS INCLUDING FOOD SERVICE, AND ALL PATIENT
 SUPPORT UTILITIES, INCLUDING MECHANICAL, AND ELECTRICAL
 (EXCEPT FUEL STORAGE AS NOTED IN SECTION 449.4.2.9.3 OF
 THIS CODE) FOR THE ADDITIONS SHALL BE AT OR ABOVE THE
 ELEVATION OF THE EXISTING BUILDING, IF THE EXISTING
 BUILDING WAS DESIGNED AND CONSTRUCTED TO COMPLY WITH
 EITHER THE SITE STANDARDS OF SECTION 449.4 OF THIS CODE
 OR LOCAL FLOOD-RESISTANT REQUIREMENTS, IN EFFECT AT THE
 TIME OF CONSTRUCTION, WHICHEVER REQUIRES THE HIGHER
 ELEVATION, UNLESS OTHERWISE PERMITTED BY SECTION 1612
 OF THIS CODE. IF THE EXISTING BUILDING WAS CONSTRUCTED
 PRIOR TO THE ADOPTION OF EITHER THE SITE STANDARDS OF
 SECTION 449.4 OF THIS CODE OR LOCAL FLOOD-RESISTANT
 REQUIREMENTS, THEN THE ADDITION AND ALL PATIENT SUPPORT
 AREAS AND UTILITIES FOR THE ADDITION AS DESCRIBED IN
 THIS SECTION SHALL EITHER BE DESIGNED AND CONSTRUCTED
 TO MEET THE REQUIREMENTS OF SECTION 449.4.2.2.1 OF THIS
 CODE OR BE DESIGNED AND CONSTRUCTED TO MEET THE DRY
 FLOOD PROOFING REQUIREMENTS OF SECTION 1612 OF THIS
 CODE.
 449.4.2.2.3 SUBSTANTIAL IMPROVEMENT, AS DEFINED BY
 SECTION 1612 OF THIS CODE, TO ALL EXISTING FACILITIES
 LOCATED WITHIN FLOOD AREAS AS DEFINED IN SECTION 1612
 OF THIS CODE OR WITHIN A CATEGORY 3 SURGE INUNDATION
 ZONE AS DESCRIBED IN SECTION 449.4.2.2.1 OF THIS CODE,
 SHALL BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH
 SECTION 1612 OF THIS CODE.
 PLEASE PROVIDE A COST ANALYSIS TO SEE IF THE
 SUBSTANTIAL REQUIREMENT IS OR IS NOT MET, AN EXAMPLE IS
 UNDER PERMIT 16110246.
  
 4D) HAVE YOU RECEIVED A LOMAR REMOVING THESE AREAS FROM
 THE FLOOD ZONE?
  
 5) SHEET 002_G100:
  
 5A) UNDER THE CONSTRUCTION TYPE THE BUILDING IS LISTED
 AS OCCUPANCY I-2 INSTITUTIONAL FULLY SPRINKLERED, TYPE
 II-B CONSTRUCTION. UNDER THE ALLOWABLE HEIGHT THE PLANS
 STATE 5 AND AREA UNLIMITED. PROPOSED AREA, EXISTING
 AREA THE PLANS DO NOT STATE THE AREA FOR EITHER
 BUILDING A OR BUILDING C? NOR DOES THE PLAN STATE THE
 AREA FOR EACH ADDITION INDIVIDUALLY FOR EACH BUILDING.
 IT WOULD APPEAR THAT THE VALUES FOR HEIGHT AND AREA
 WERE TAKEN AS FOR TYPE I-B CONSTRUCTION TYPE. SEE THE
 2017 FBC-B TABLES 504.4 & 506.2.
  
 5B) THE PLANS DO NOT STATE IF THE SQUARE FOOTAGE IS FOR
 BUILDINGS A & C OR IF THE SQUARE FOOTAGE IS FOR
 BUILDINGS A, B, C, AND PAVILION 4? BUILDING B IS
 BETWEEN A & C?
  
 FBC-B SECTION 503.1.2 BUILDINGS ON SAME LOT. TWO OR
 MORE BUILDINGS ON THE SAME LOT SHALL BE REGULATED AS
 SEPARATE BUILDINGS OR SHALL BE CONSIDERED AS PORTIONS
 OF ONE BUILDING WHERE THE BUILDING HEIGHT, NUMBER OF
 STORIES OF EACH BUILDING AND THE AGGREGATE BUILDING
 AREA OF THE BUILDINGS ARE WITHIN THE LIMITATIONS
 SPECIFIED IN SECTIONS 504 AND 506. THE PROVISIONS OF
 THIS CODE APPLICABLE TO THE AGGREGATE BUILDING SHALL BE
 APPLICABLE TO EACH BUILDING.
  
 5C) WITH THE NEW ADDITION TO BUILDING A, THE PLANS ARE
 SILENT AS TO INDIVIDUAL BUILDINGS NOT CONSIDERED AS
 ONE, THEN THERE SHOULD BE A PROPOSED IMAGINARY PROPERTY
 LINE BETWEEN BUILDINGS A & C AND DISTANCE BETWEEN THIS
 IMAGINARY PROPERTY LINE FOR WALL RATINGS AND ALLOWABLE
 SQ. FT. OF WALL OPENINGS. SEE TABLE 602 AND 705.8. NONE
 OF THESE THINGS APPEAR TO BE CONSIDERED, ONLY TABLE
 601. THERE IS A FOOTNOTE A NOTING A REDUCTION OF 1 HOUR
 FOR STRUCTURAL FRAME, BEARING WALLS AND REDUCTION OF
 ROOF WHERE ONLY SUPPORTING ROOF THIS IS FOUND ONLY IN
 TYPE I-A AND I-B CONSTRUCTION NOT II-B. THE OTHER ISSUE
 IS UNDER 603.1.1 WHERE FIRE RETARDANT TREATED WOOD CAN
 BE USED.
  
 6) SHEET 076_S001 IN THE STRUCTURAL NOTES IN THE WIND
 DESIGN DATA THE EXPOSURE IS GIVEN AS A B EXPOSURE. IT
 WOULD APPEAR THAT TO THE NORTHEAST AND NORTHWEST THERE
 ARE C EXPOSURES SINCE MOST OF THESE AREAS HAVE LITTLE
 OR NO BUILDINGS, THEY ARE GRASSLANDS, OPEN LAKES,
 CANALS, PARKING LOTS AND HIGHWAYS.
 2017 FBC-B 1609.4.2 SURFACE ROUGHNESS CATEGORIES. A
 GROUND SURFACE ROUGHNESS WITHIN EACH 45-DEGREE SECTOR
 SHALL BE DETERMINED FOR A DISTANCE UPWIND OF THE SITE
 AS DEFINED IN SECTION 1609.4.3 FROM THE CATEGORIES
 DEFINED BELOW, FOR THE PURPOSE OF ASSIGNING AN EXPOSURE
 CATEGORY AS DEFINED IN SECTION 1609.4.3.
 SURFACE ROUGHNESS C. OPEN TERRAIN WITH SCATTERED
 OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30
 FEET. THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, AND
 GRASSLANDS.
  
 7) SINCE THE EXPOSURE WOULD BE A C EXPOSURE FOR 179
 VASD THE PRESSURES WILL INCREASE FOR THE MULTIPLIER FOR
 THE HEIGHT OF THE BUILDING FOR THE EXPOSURE C. SEE
 TABLE 1609.7(2).
  
 8) PLEASE ALSO NOTE ON SHEET 076_S001 UNDER THE HEADING
 2.4.1 EXTERIOR COMPONENTS & CLADDING
 THE COLUMN OF PRESSURES FOR CORNERS WALL ZONE 5 THE
 NEGATIVE PRESSURES FOR 20 SQ. FT. AND 100 SQ. FT. ARE
 THE SAME AND THE PRESSURES FOR 50 SQ. FT. ARE HIGHER
 THAN FOR THE 20 SQ. FT. IT WOULD APPEAR THIS IS A TYPO,
 PLEASE PROVIDE ADDITIONAL INFORMATION, PLEASE.
 107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED.
  
 9A) 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 & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS & CURBS
  
 9B) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE
 61G20 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..
  
 10) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B 1405.13.1
 INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN
 ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.
 FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH
 INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM
 LOADS AND SPACING USED IN THE TESTS.
  
 11) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY
 ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES
 FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL
 LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF
 ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR
 BOTH INSULATION & THE BASE SHEET AS CALCULATED IN
 COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117.
 CALCULATION PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 12) EFIS SYSTEMS: PLEASE PROVIDE THE PRODUCT APPROVAL
 FOR THE SYSTEM TO BE INSTALLED. PLEASE ALSO PROVIDE THE
 MANUFACTURERS INSTALLATION BROCHURE PROVIDING
 COMPLIANCE WITH 2014 FBC-B SECTIONS;
 1408.2 PERFORMANCE CHARACTERISTICS.
 1408.2 PERFORMANCE CHARACTERISTICS.
 1408.3 STRUCTURAL DESIGN.
 1408.4 WEATHER RESISTANCE.
 1408.4.1 EIFS WITH DRAINAGE.
 408.4.1.1 WATER-RESISTIVE BARRIER.
 1408.5 INSTALLATION
  
 13) IF EITHER THE CONTRACTOR OR DESIGN PROFESSIONAL
 WOULD LIKE TO SUBMIT THE PRODUCT APPROVALS AFTER PERMIT
 ISSUANCE PLEASE NOTE SO ON THE PLANS AS A DEFERRED
 SUBMITTAL.
  
 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.
  
 14) SHEET 076_S001 UNDER THE HEADING OF FOUNDATION AND
 THE GEOTECHNICAL REPORT IT DOES NOT INDICATE A REPORT
 NUMBER NOR UNDER THE SOIL BEARING CAPACITY FOR ISOLATED
 FOOTING OR CONTINUOUS FOOTING THE PSF IS LEFT BLANK.
 PLEASE SHOW COMPLIANCE WITH THE 2017 FBC-B SECTION:
  
 1803.5.2 QUESTIONABLE SOIL. WHERE THE CLASSIFICATION,
 STRENGTH OR COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR
 WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED
 IN THIS CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE
 PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION
 BE CONDUCTED.
  
 15) SHEET055_A475 SHOWS A GABLE ROOF STEEL BEAM STEEL
 FRAMING MEMBERS, RAFTERS STEEL DECKING AND EXTERIOR
 GRADE PLYWOOD DECKING. THERE IS NO MENTION OF THE
 PLYWOOD DECKING BEING REQUIRED TO BE FIRE RETARDANT
 TREATED WOOD, SEE 2017 FBC-B SECTION 603.1.1.3 ROOF
 CONSTRUCTION.
  
 16) SHEET055_A475 SHOWS STEEL BEAM WITH SPRAY APPLIED
 FIRE PROOFING TO THE HORIZONTAL STEEL BEAM BUT THERE IS
 NO NOTE TO THE STEEL ROOF FRAMING MEMBERS NOR THE
 UNDERSIDE OF THE STEEL ROOF DECKING. DEPENDING ON IF
 THIS IS TO BE CONSIDERED CONSTRUCTION I-B OR II-B IF
 THIS IS A CODE REQUIREMENT? 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED. WHAT TYPE OF CONSTRUCTION ARE
 THE 2 ORIGINAL BUILDINGS BUILT AS? WOULD A FIREWALL BE
 REQUIRED TO SEPARATE THE DIFFERENT BUILDING TYPES?
  
 17) SHEET055_A475 SHOWS A DETAIL 3/ A351. PLEASE NOTE
 THERE IS AREAS OF SUB-SHEATHING THAT ARE NOT IDENTIFIED
 AS TO THE MATERIAL, THERE ARE OTHER AREAS THAT INDICATE
 THE USE OF ? INCH EXTERIOR GRADE PLYWOOD. SEE 2017
 FBC-B SECTION 603.1.1.3 ROOF CONSTRUCTION. PLEASE NOTE
 THERE ARE OTHER SHEETS THAT EITHER STATE THE USE OF
 PLYWOOD OR NOT MENTIONING THE SUB-STRATE, THIS NOTE
 COUNTS FOR ALL.
  
 18) THIS PROJECT WILL REQUIRE A RESIDENT INSPECTOR ON
 THE PROJECT AS LONG AS THERE IS STRUCTURAL STEEL BOLTED
 OR WELDED CONNECTIONS BAR JOIST AND THE STEEL ROOF DECK
 ANCHORING BY WELDS OR BOLTED CONNECTIONS.
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 110.3.9. OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109 110. HE/SHE MAY ACCEPT REPORTS OF
 INSPECTORS OF RECOGNIZED INSPECTION SERVICES, PROVIDED
 THAT AFTER INVESTIGATION HE/SHE IS SATISFIED AS TO
 THEIR QUALIFICATIONS AND RELIABILITY. A CERTIFICATE
 CALLED FOR BY ANY PROVISION OF THE TECHNICAL CODES
 SHALL NOT BE BASED ON SUCH REPORTS UNLESS THE SAME ARE
 IN WRITING AND CERTIFIED BY A RESPONSIBLE OFFICER OF
 SUCH SERVICE. THE BUILDING OFFICIAL MAY REQUIRE THE
 OWNER TO EMPLOY AN INSPECTION SERVICE IN THE FOLLOWING
 INSTANCES:
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3) WELDING AND BOLTED CONNECTIONS
 FORMS ARE TO BE E-MAILED TO: [email protected] SENT
 AT3/26/2019 @ 06:25 AM.
  
 19A) NEITHER SHEET 083_S201 NOR 084_S202 SHOW
 COMPLIANCE WITH UNDERGROUND TERMITE PROTECTION 1816.1
 OF THE 2017 FBC-B FOR THE NEW WORK OR TRENCHES CUT
 THROUGH THE SLAB.
  
 19B) NEITHER SHEET 083_S201 NOR 084_S202 SHOW
 COMPLIANCE WITH 1805.2.1 DAMP-PROOFING OF SLABS. WHERE
 INSTALLED BENEATH THE SLAB, DAMP-PROOFING SHALL CONSIST
 OF NOT LESS THAN 6-MIL (0.006 INCH) POLYETHYLENE WITH
 JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM), OR OTHER
 APPROVED METHODS OR MATERIALS.
  
 20) SHEET 065_A800 IN THE UPPER LEFT HAND CORNER OF THE
 SHEET DETAIL NOT LABELED BUT IT APPEARS TO BE A BREAK
 AREA WITH A MICROWAVE ON A SHELF IN THE UPPER CABINETS
 THE BOTTOM OF THE SHELF THE MICROWAVE SITS ON IS AT AN
 ELEVATION OF 4 FOOT 8 INCHES ABOVE THE FLOOR OUT OF
 REACH RANGES AND OPERABLE PARTS OF THE ACCESSIBILITY
 CODE.
  
 20A) 308 REACH RANGES. 308.2 FORWARD REACH/ 308.2.1
 UNOBSTRUCTED/ 308.2.2 OBSTRUCTED HIGH REACH.
 308.3 SIDE REACH. / 308.3.1 UNOBSTRUCTED/ 308.3.2
 OBSTRUCTED HIGH REACH.
  
 20B) 309 OPERABLE PARTS. 309.3 HEIGHT. OPERABLE PARTS
 SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES
 SPECIFIED IN 308.309.4 OPERATION. OPERABLE PARTS SHALL
 BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT
 GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE
 REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS.
  
 21) SHEET 062_A610 DETAILS 4 & 6 BOTH SHOW DOORS IN
 SERIES BUT NOT THE 4 FOOT CLEAR BETWEEN DOORS REQUIRED
 BY THE 2017 FBC-ACCESSIBILITY CODE SECTION 404.2.6. THE
 CODE DOES NOT GIVE ANY EXCEPTIONS, ARE YOU APPLYING TO
 THE STATE FOR A WAIVER?
  
 22) 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.
  
 23) 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, SFP, 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 2 Status P Date 2019-10-01 Cont ID  
Sent By jpearson Date 2019-10-01 Time 12:42 Rev Time 0.00
Received By jpearson Date 2019-10-01 Time 12:42 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2019-03-16 Cont ID  
Sent By jpearson Date 2019-03-16 Time 13:41 Rev Time 0.00
Received By jpearson Date 2019-03-16 Time 13:41 Sent To  
Notes
2019-03-16 13:41:20CODES 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
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PANELS1LC2, 3LC2, 3HN2, AND 3LN2 SHOW DEMAND FACTORS
 FOR LOADS THAT ARE NOT CODE COMPLIANT. PROVIDE
 CORRECTION. NEC 220
 2. PROVIDE LOAD CALCULATION FOR SERVICE, INCLUDE
 EXISTING AND NEW LOADS TO CONFIRM CAPACITY OF SERVICE
 IS ADEQUATE. NEC 215.2, 220, 408.30
  
 END OF COMMENTS.
  
 PLEASE NOTE: 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
 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 ENG ENGINEERING CSD
Rev No 3 Status N Date 2019-12-03 Cont ID  
Sent By rrossano Date 2019-12-03 Time   Rev Time 0.00
Received By rrossano Date 2019-12-03 Time   Sent To I
Notes
2019-12-03 15:31:16SUBMITTAL WAS REVIEWED UNDER FORMAL ENGINEERING
 SUBMITTAL E18110019.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2019-09-16 Cont ID  
Sent By shill Date 2019-09-16 Time 18:12 Rev Time 0.00
Received By shill Date 2019-09-16 Time 18:12 Sent To  
Notes
2019-09-16 18:12:31CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT
 APPLICATION IF REQUIRED
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE
  
 MAIN PHONE: (561) 822-1200
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2019-03-22 Cont ID  
Sent By shill Date 2019-03-22 Time 15:45 Rev Time 0.00
Received By shill Date 2019-03-22 Time 15:45 Sent To  
Notes
2019-03-22 15:46:07CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT
 APPLICATION IF REQUIRED
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE
  
 MAIN PHONE: (561) 822-1200
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status N Date 2019-12-03 Cont ID  
Sent By rrossano Date 2019-12-03 Time   Rev Time 0.00
Received By   Date 2019-12-03 Time   Sent To I
Notes
2019-12-03 15:30:15SUBMITTAL WAS REVIEWED UNDER FORMAL ENGINEERING
 SUBMITTAL E18110019.
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2019-11-25 Cont ID  
Sent By pleduc Date 2019-11-25 Time   Rev Time 0.00
Received By pleduc Date 2019-11-25 Time 09:54 Sent To  
Notes
2019-11-25 16:11:11THIS 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) SHEET FP 001 - THERE ARE INDICATIONS OF FIRE
 SPRINKLER WORK. THERE ARE NO INDICATIONS THAT THE WORK
 SHALL BE DONE UNDER SEPARATE PERMIT AND SHOP DRAWINGS
 BY CERTIFIED FIRE SPRINKLER CONTRACTORS.
  
 ALL FIRE SPRINKLER WORK SHALL BE DONE UNDER SEPARATE
 PERMIT AND SHOP DRAWINGS.
  
  
  
 2) SHEET FP 101 A - THERE ARE INDICATIONS OF FIRE
 SPRINKLER WORK IN THE SOUTH, ADULT SECTION. THERE ARE
 NO INDICATIONS OF WORK IN THE NORTH, CHILD SECTION.
  
 ALL FIRE SPRINKLER WORK SHALL BE DONE UNDER SEPARATE
 PERMIT AND SHOP DRAWINGS.
  
  
  
 3) SHEET E 001 - THERE ARE NO INDICATIONS OF FIRE ALARM
 DEVICES, EQUIPMENT, OR WORK OF THE FIRE ALARM SYSTEM.
  
 ANY WORK ON THE FIRE ALARM, DEMO AND/OR NEW
 INSTALLTIONS SHALL BE DONE UNDER SEPARATE PERMIT AND
 SHOP DRAWING BY CERTIFIED FIRE ALARM CONTRACTORS.
  
  
 4) SHEET A 575 - THERE ARE INDICATIONS OF CARD READERS
 AND CONTROLLED EGRESS WITHIN THE DOOR SCHEDULE.
  
 ALL INSTALL INVOLVING EGRESS SHALL COMPLY WITH NFPA
 101, CHAPTER 7, MEANS OF EGRESS AS APPLICABLE.
  
 ANY WORK OF CARD READERS AND/OR CONTROLLED EGRESS SHALL
 BE DONE UNDER PERMIT AND SEPARATE SHOP DRAWINGS.
  
  
  
 5) SHEET G 100 - THERE ARE NO INDICATIONS UNDER DEMO
 AND/OR OTHER APPLICABLE AREAS REGARDING THE LIFE SAFETY
 SYSTEM BEING MAINTAINED.
  
 COMPLIED - NOTE ADDED
  
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2019-09-06 Cont ID  
Sent By pleduc Date 2019-09-06 Time   Rev Time 0.00
Received By pleduc Date 2019-09-06 Time 14:40 Sent To  
Notes
2019-09-06 14:57:26THIS 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) SHEET FP 001 - THERE ARE INDICATIONS OF FIRE
 SPRINKLER WORK. THERE ARE NO INDICATIONS THAT THE WORK
 SHALL BE DONE UNDER SEPARATE PERMIT AND SHOP DRAWINGS
 BY CERTIFIED FIRE SPRINKLER CONTRACTORS.
  
 ALL FIRE SPRINKLER WORK SHALL BE DONE UNDER SEPARATE
 PERMIT AND SHOP DRAWINGS.
  
  
  
 2) SHEET FP 101 A - THERE ARE INDICATIONS OF FIRE
 SPRINKLER WORK IN THE SOUTH, ADULT SECTION. THERE ARE
 NO INDICATIONS OF WORK IN THE NORTH, CHILD SECTION.
  
 ALL FIRE SPRINKLER WORK SHALL BE DONE UNDER SEPARATE
 PERMIT AND SHOP DRAWINGS.
  
  
  
 3) SHEET E 001 - THERE ARE NO INDICATIONS OF FIRE ALARM
 DEVICES, EQUIPMENT, OR WORK OF THE FIRE ALARM SYSTEM.
  
 ANY WORK ON THE FIRE ALARM, DEMO AND/OR NEW
 INSTALLTIONS SHALL BE DONE UNDER SEPARATE PERMIT AND
 SHOP DRAWING BY CERTIFIED FIRE ALARM CONTRACTORS.
  
  
 4) SHEET A 575 - THERE ARE INDICATIONS OF CARD READERS
 AND CONTROLLED EGRESS WITHIN THE DOOR SCHEDULE.
  
 ALL INSTALL INVOLVING EGRESS SHALL COMPLY WITH NFPA
 101, CHAPTER 7, MEANS OF EGRESS AS APPLICABLE.
  
 ANY WORK OF CARD READERS AND/OR CONTROLLED EGRESS SHALL
 BE DONE UNDER PERMIT AND SEPARATE SHOP DRAWINGS.
  
  
  
 5) SHEET G 100 - THERE ARE NO INDICATIONS UNDER DEMO
 AND/OR OTHER APPLICABLE AREAS REGARDING THE LIFE SAFETY
 SYSTEM BEING MAINTAINED.
  
 COMPLIED - NOTE ADDED
  
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2019-02-21 Cont ID  
Sent By pleduc Date 2019-02-21 Time   Rev Time 0.00
Received By pleduc Date 2019-02-20 Time 11:20 Sent To  
Notes
2019-02-21 11:17:47THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
  
 1) SHEET FP 001 - THERE ARE INDICATIONS OF FIRE
 SPRINKLER WORK. THERE ARE NO INDICATIONS THAT THE WORK
 SHALL BE DONE UNDER SEPARATE PERMIT AND SHOP DRAWINGS
 BY CERTIFIED FIRE SPRINKLER CONTRACTORS.
  
 PLEASE PROVIDE A NOTE OF ACKNOWLEDGEMENT.
  
  
  
 2) SHEET FP 101 A - THERE ARE INDICATIONS OF FIRE
 SPRINKLER WORK IN THE SOUTH, ADULT SECTION. THERE ARE
 NO INDICATIONS OF WORK IN THE NORTH, CHILD SECTION.
  
 PLEASE REVIEW AND CORRECT, AS WELL AS A NOTE OF
 ACKNOWLEDGEMENT FOR SEPARATE PERMITTED SHOP DRAWINGS.
  
  
  
 3) SHEET E 001 - THERE ARE NO INDICATIONS OF FIRE ALARM
 DEVICES, EQUIPMENT, OR WORK OF THE FIRE ALARM SYSTEM.
  
 ANY WORK ON THE FIRE ALARM, DEMO AND/OR NEW
 INSTALLTIONS SHALL BE DONE UNDER SEPARATE PERMIT AND
 SHOP DRAWING BY CERTIFIED FIRE ALARM CONTRACTORS.
  
 PLEASE PROVIDE A NOTE OF ACKNOWLEDGEMENT.
  
  
  
 4) SHEET A 575 - THERE ARE INDICATIONS OF CARD READERS
 AND CONTROLLED EGRESS WITHIN THE DOOR SCHEDULE.
  
 ANY WORK OF CARD READERS AND/OR CONTROLLED EGRESS SHALL
 BE DONE UNDER SEPARATE SHOP DRAWINGS.
  
 ALL INSTALL INVOLVING EGRESS SHALL COMPLY WITH NFPA
 101, CHAPTER 7, MEANS OF EGRESS AS APPLICABLE.
  
 PLEASE PROVIDE A NOTE OF ACKNOWLEDGEMENT.
  
  
 5) SHEET G 100 - THERE ARE NO INDICATIONS UNDER DEMO
 AND/OR OTHER APPLICABLE AREAS REGARDING THE LIFE SAFETY
 SYSTEM BEING MAINTAINED.
  
 THE FIRE SPRINKLER AND FIRE ALARM SYSTEMS SHALL BE
 MAINTAINED THROUGHOUT DEMO AND NEW CONSTRUCTION AT ALL
 TIMES.
  
 PLEASE PROVIDE A NOTE OF ACKNOWLEDGEMENT.
  
  
  
 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 G GAS REVIEW
Rev No 4 Status N Date 2020-01-08 Cont ID  
Sent By skennedy Date 2020-01-08 Time 15:15 Rev Time 0.00
Received By skennedy Date 2020-01-08 Time 15:14 Sent To  
Notes
2020-01-08 15:15:48GAS REMOVED AND WILL BE BY SEPARET SUBMITTAL.
Review Stop G GAS REVIEW
Rev No 3 Status F Date 2019-12-19 Cont ID  
Sent By gjohnson Date 2019-12-19 Time 08:18 Rev Time 0.00
Received By gjohnson Date 2019-12-19 Time 08:18 Sent To  
Notes
2019-12-19 08:30:143RD REVIEW: 18120436
 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
  
 GAS COMMENTS:
  
 1. LIST TYPE OF GAS ON RISER, (LP OR NATURAL).
  
 2. SHOW THE DISTANCE FROM THE POINT OF DELIVERY,
 (METER), TO THE MOST REMOTE OUTLET IN THE BUILDING
 AND/OR SYSTEM PER THE FBC-2017 FUEL GAS APPENDIX A ?
 USE OF CAPACITY SECTION A.3.1(4) & 2017 FUEL GAS CODE
 SEC. 402.4.1. FROM THE METER TO THE NEW WATER HEATERS
  
 3. INDICATE THE DELIVERY PRESSURE (PSI) PER FBC-2017
 FUEL GAS SEC. 402.2. IF NATURAL GAS SPECIFY .5 PSI OR 2
 PSI. SHOW ON THE RISER
  
 4. PROVIDE THE SIZING TABLES FROM FBC FG TABLES
 402.4(1-33)
  
 PREVIOUS 5. SHOW LOCATION, LENGTH, SIZE AND TERMINATION
 POINT OF THE GAS VENTS AND INTAKES ALSO SHOW DISTANCE
 FROM OTHER VENTS AND INTAKES AND ANY OPENINGS IN THE
 BUILDING PER FBC-2017 FUEL GAS CODE SEC. 502 THRU 505.
  
 PREVIOUS 6. THERE ARE NO SPECIFICATIONS PROVIDED PLEASE
 PROVIDE HEATER, PRESSURE REGULATORS AND VENTING
 SPECIFICATIONS FROM MANUFACTURE PER WPB AMEND TO FBC
 107.2.1
 TO VERIFY COMPLIANCE WITH STANDARDS NFPA 54, NFPA 58,
 AND FBC-2017 FUEL GAS SEC. 402.2
  
 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 G GAS REVIEW
Rev No 2 Status F Date 2019-09-16 Cont ID  
Sent By shill Date 2019-09-16 Time 18:11 Rev Time 0.00
Received By shill Date 2019-09-16 Time 18:11 Sent To  
Notes
2019-09-16 18:12:09GAS 2ND REVIEW**DENIED**NO GAS PLAN PROVIDED 2ND
 REQUEST**
 1) A COMPLETE GAS ISOMETRIC IS REQUIRED. IT SHALL SHOW
 THE EXISTING BTU LOAD ON THE SYSTEM AND THE ADDITIONAL
 LOAD FOR THE NEW EQUIPMENT, THE CUT SECTIONS AND
 MATERIAL BEING USED ALONG WITH SIZING TABLES BEING
 USED. RESPONSE LETTER CALLS OUT NEW SHT. P304 WAS
 ADDED. NO SHT. P304 CAN BE FOUND. FBC 107.3.5
 2) SUBMIT MANUFACTURER?S SPECIFICATION SHEETS /
 INSTALLATION MANUAL FOR ALL GAS EQUIPMENT TO VERIFY
 COMPLIANCE WITH STANDARDS NFPA 54, NFPA 58, AND
 FBC-2017 FUEL GAS CODE SEC. 402.2, AND 301.3 OR 2017
 FBC-RES. SEC. G2404.3. GAS APPLIANCES SHALL BE LISTED
 AND LABELED. THE INSTALLATION MANUALS FOR ALL GAS
 APPLIANCES / EQUIPMENT SHALL BE ONSITE AT THE TIME OF
 INSPECTION. FGC SEC.305.1
 3) SUBMIT MANUFACTURER?S SPECIFICATIONS FOR THE
 PRESSURE REGULATORS. REGULATORS INSTALLED ON THE
 EXTERIOR OF THE BUILDING SHALL BE APPROVED FOR OUTDOOR
 INSTALLATION. 2017 FGC SEC.410.1
 NOTE: A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED NEXT REVIEW OF SUBMITTED.
  
 TIM HUNT
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH (CGA SOLUTIONS)
 [email protected]
 561-248-2703
  
  
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2019-03-20 Cont ID  
Sent By thunt Date 2019-03-20 Time 14:24 Rev Time 0.00
Received By thunt Date 2019-03-20 Time 12:07 Sent To  
Notes
2019-03-20 14:24:22GAS 1ST REVIEW**DENIED**NOTE - A COMPREHENSIVE REVIEW
 COULD NOT BE DONE AT THIS TIME AND ADDITIONAL PLAN
 REVIEW COMMENTS MAY BE GENERATED UPON THE RE-REVIEW OF
 SUBMITTED CORRECTIONS.
  
  
 1) A GAS PLAN HAS NOT BEEN INCLUDED IN THIS SUBMITTAL
 PACKAGE OR THEN SHOWING A NEW 1" GAS LINE CONNECTING TO
 THE EXISTING SYSTEM FEEDING 2 NEW GAS WATER HEATER'S. A
 GAS PLAN REVIEW HAS NOT BEEN PERFORMED AT THIS TIME. A
 SEPARATE GAS PERMIT AND PLANS WILL BE REQUIRED FOR A
 CONTRACTOR TO PERFORM THE RELATED WORK. PROVIDE
 COMPLETE PLANS AND GAS RISER THAT REFLECTS THE ENTIRE
 SCOPE OF GAS WORK TO BE DONE. WPB AMEND. TO FBC SEC.
 107.2.1.
  
 2) SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS THE
 LENGTH OF ALL CUT SECTIONS OF PIPE PER 2017 FBC-FUEL
 GAS, SECS. 402.4.1, 402.4.2. OR 2017 FBC-RES SEC.
 G2413.4.1, G2413.4.2.
  
 3) SHOW THE TYPE OF PIPE MATERIAL BEING INSTALLED, ALL
 PIPE SIZES, AND THE CORRESPONDING EHD NUMBER OF THE
 CORRUGATED STAINLESS STEEL TUBING (IF APPLICABLE) FOR
 EACH PIPE SIZE. WPB AMENDMENTS TO FBC SEC.107.2.1
  
 4) LIST THE BTU LOAD OF EACH APPLIANCE AND THE TOTAL
 BTU LOAD ON THE SYSTEM. REFER TO THE 2017 FBC-FUEL GAS
 SECS.401.8, 402.2, AND TABLES 402.4 (1) THRU 402.4 (37)
 OR 2017 FBC-RES. SEC. G2413.3, G2413.4 AND TABLES
 G2413.4 (1 ) THROUGH G2413.4 (21).
  
 5) SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE 2017
 FBC-FUEL GAS CODE SEC.304.1 FOR ALL 3 WATER HEATERS.
  
 6) SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE,
 TERMINATION POINT, HEIGHT ABOVE THE ROOF AND ANCHORING
 DETAILS OF THE GAS VENT(S) PER 2017 FBC-FUEL GAS SECS.
 502 THRU 505 OR 2017 FBC-RES. SEC.G2426 THROUGH G2439
  
 7) SUBMIT MANUFACTURER?S SPECIFICATION SHEETS /
 INSTALLATION MANUAL FOR ALL GAS EQUIPMENT TO VERIFY
 COMPLIANCE WITH STANDARDS NFPA 54, NFPA 58, AND
 FBC-2017 FUEL GAS CODE SEC. 402.2, AND 301.3 OR 2017
 FBC-RES. SEC. G2404.3. GAS APPLIANCES SHALL BE LISTED
 AND LABELED. THE INSTALLATION MANUALS FOR ALL GAS
 APPLIANCES / EQUIPMENT SHALL BE ONSITE AT THE TIME OF
 INSPECTION. FGC SEC.305.1, FBC-RES. SEC.G2408.1.
  
 8) SUBMIT COMBUSTION AIR CALCULATIONS FOR THE ADDED GAS
 APPLIANCES. WHERE COMBUSTION AIR IS PROVIDED BY THE
 BUILDING?S MECHANICAL VENTILATION SYSTEM, THE SYSTEM
 SHALL PROVIDE THE SPECIFIED COMBUSTION AIR RATE IN
 ADDITION TO THE REQUIRED VENTILATION AIR. 2017 FBC-FUEL
 GAS SEC.304.9.3 OR FBCR G2407.9.3
  
 9) THE PLANS INDICATE AN EXISTING GAS METER. THE BTU
 LOAD OF THE EXISTING GAS SYSTEM MUST BE ADDED INTO THE
 TOTAL BTU LOAD ON THE SYSTEM TO ENSURE THE EXISTING
 SYSTEM IS PROPERLY SIZED. IF UNDERSIZED, THE EXISTING
 SYSTEM MUST BE REDONE TO ENSURE A SAFE OPERATING
 SYSTEM. SUBMIT A GAS PIPING RISER DIAGRAM THAT SHOWS
 THE TYPE OF EXISTING APPLIANCE, THE BTU LOAD OF EACH
 APPLIANCE, THE PIPE SIZE AND TYPE OF PIPE TO EACH
 APPLIANCE, AND THE DISTANCE OF THE LONGEST LENGTH OF
 PIPING FROM THE POINT OF DELIVERY TO THE MOST REMOTE
 OUTLET AND THE LOAD OF THE SECTION. NOTE: IF THE
 EXISTING SYSTEM IS LESS THAN A 2 PSI SYSTEM AND THE
 SYSTEM PRESSURE IS INCREASED TO 2 PSI, A LINE PRESSURE
 REGULATOR IS REQUIRED AT ALL THE EXISTING APPLIANCES.
 FGC SECS. 401.4, 401.8, 402.1, 402.2, 402.3 OR FBCR
 SECS.G2412.4, G2412.8, G2413.1, G2413.2, G2413.3.
  
 10) SUBMIT MANUFACTURER?S SPECIFICATIONS FOR THE
 PRESSURE REGULATORS. REGULATORS INSTALLED ON THE
 EXTERIOR OF THE BUILDING SHALL BE APPROVED FOR OUTDOOR
 INSTALLATION. 2014 FGC SEC.410.1, 2017 FBC-RES. SEC.
 G2421.1
  
 NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.
  
 TIM HUNT
 PLUMBING INSPECTOR/PLUMBING PLAN EXAMINER
 BUILDING DIVISION
 CITY OF WEST PALM BEACH
 561-248-2703
 [email protected]
  
  
  
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-01-08 Cont ID  
Sent By skennedy Date 2020-01-08 Time 15:16 Rev Time 0.00
Received By skennedy Date 2019-11-21 Time 15:48 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-10-16 Cont ID  
Sent By lmarchan Date 2019-10-16 Time 11:44 Rev Time 0.00
Received By lmarchan Date 2019-09-05 Time 09:40 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-03-26 Cont ID  
Sent By lmarchan Date 2019-03-26 Time 09:21 Rev Time 0.00
Received By lmarchan Date 2019-02-05 Time 12:30 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2020-01-07 Cont ID  
Sent By lmarchan Date 2020-01-07 Time 16:17 Rev Time 0.00
Received By lmarchan Date 2019-12-02 Time 10:41 Sent To  
Notes
2020-01-03 10:10:48RECEIPT 2020-0102-209 - $49,186.44 - PAID
2019-12-02 10:42:1012/2/19 EMAILED IMPACT OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2019-10-16 Cont ID  
Sent By jwitmer Date 2019-10-16 Time 10:55 Rev Time 0.00
Received By jwitmer Date 2019-10-16 Time   Sent To  
Notes
2019-10-16 10:55:59IMPACT 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 IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2019-03-26 Cont ID  
Sent By jwitmer Date 2019-03-26 Time 08:08 Rev Time 0.00
Received By jwitmer Date 2019-03-18 Time 09:52 Sent To  
Notes
2019-03-26 08:08:03IMPACT 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 2020-01-08 Cont ID  
Sent By ccole Date 2020-01-08 Time 08:43 Rev Time 0.00
Received By ccole Date 2020-01-07 Time 16:01 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2019-12-13 Cont ID  
Sent By ccole Date 2019-12-13 Time 16:11 Rev Time 0.00
Received By ccole Date 2019-12-13 Time 11:31 Sent To  
Notes
2019-12-13 16:34:323RD REVIEW FBC-2017 MECHANICAL
 PERMIT #18120436
 12/13/19
  
 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 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) THE AC CALCULATIONS ARE INDICATING MARGATE AS THE
 LOCATION- PLEASE CORRECT TO INDICATE WEST PALM BEACH.
  
 2) THERE ARE NO DUCTWORK SPECIFICATIONS INDICATED TO
 VERIFY COMPLIANCE WITH THE EXCEPTIONS LISTED UNDER
 SECTION 607.5.4 FBC M COPIED BELOW.
  
 607.5.4 CORRIDORS/SMOKE BARRIERS.
 A LISTED SMOKE DAMPER DESIGNED TO RESIST THE PASSAGE OF
 SMOKE SHALL BE PROVIDED AT EACH POINT A DUCT OR AIR
 TRANSFER OPENING PENETRATES A SMOKE BARRIER WALL OR A
 CORRIDOR ENCLOSURE REQUIRED TO HAVE SMOKE AND DRAFT
 CONTROL DOORS IN ACCORDANCE WITH THE FLORIDA BUILDING
 CODE, BUILDING.
 A CORRIDOR DAMPER SHALL BE PROVIDED WHERE CORRIDOR
 CEILINGS, CONSTRUCTED AS REQUIRED FOR THE CORRIDOR
 WALLS AS PERMITTED IN SECTION 708.4, EXCEPTION 3, OF
 THE FLORIDA BUILDING CODE, BUILDING, ARE PENETRATED.
 A CEILING RADIATION DAMPER SHALL BE PROVIDED WHERE THE
 CEILING MEMBRANE OF A FIRE-RESISTANCE-RATED
 FLOOR/CEILING OR ROOF/CEILING ASSEMBLY, CONSTRUCTED AS
 PERMITTED IN SECTION 708.4, EXCEPTION 2, OF THE FLORIDA
 BUILDING CODE, BUILDING, IS PENETRATED.
 SMOKE DAMPERS AND SMOKE DAMPER ACTUATION METHODS SHALL
 COMPLY WITH SECTION 607.5.4.1.
  
 EXCEPTIONS:
 1. SMOKE DAMPERS ARE NOT REQUIRED IN CORRIDOR
 PENETRATIONS WHERE THE BUILDING IS EQUIPPED THROUGHOUT
 WITH AN APPROVED SMOKE CONTROL SYSTEM IN ACCORDANCE
 WITH SECTION 513 AND SMOKE DAMPERS ARE NOT NECESSARY
 FOR THE OPERATION AND CONTROL OF THE SYSTEM.
 2. SMOKE DAMPERS ARE NOT REQUIRED IN SMOKE BARRIER
 PENETRATIONS WHERE THE OPENINGS IN DUCTS ARE LIMITED TO
 A SINGLE SMOKE COMPARTMENT AND THE DUCTS ARE
 CONSTRUCTED OF STEEL.
 3. SMOKE DAMPERS ARE NOT REQUIRED IN CORRIDOR
 PENETRATIONS WHERE THE DUCT IS CONSTRUCTED OF STEEL NOT
 LESS THAN 0.019 INCH (0.48 MM) IN THICKNESS AND THERE
 ARE NO OPENINGS SERVING THE CORRIDOR.
 4. SMOKE DAMPERS ARE NOT REQUIRED IN SMOKE BARRIERS
 REQUIRED BY SECTION 407.5 OF THE FLORIDA BUILDING CODE,
 BUILDING FOR GROUP I-2 CONDITION 2 WHERE THE HVAC
 SYSTEM IS FULLY DUCTED IN ACCORDANCE WITH SECTION 603
 AND WHERE BUILDINGS ARE EQUIPPED THROUGHOUT WITH AN
 AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION
 903.3.1.1 OF THE FLORIDA BUILDING CODE, BUILDING AND
 EQUIPPED WITH QUICK-RESPONSE SPRINKLERS IN ACCORDANCE
 WITH SECTION 903.3.2 OF THE FLORIDA BUILDING CODE,
 BUILDING.
  
 3) M002: PLEASE VERIFY THE RTU'S WILL BE EQUIPPED WITH
 MOTORIZED O/A DAMPERS- SECTION C403.2.4.3 FBC EC.
  
 4) M002: VERIFY COMPLIANCE WITH SECTION C403.4.6 HOT
 GAS BYPASS LIMITATION.
 COOLING SYSTEMS SHALL NOT USE HOT GAS BYPASS OR OTHER
 EVAPORATOR PRESSURE CONTROL SYSTEMS UNLESS THE SYSTEM
 IS DESIGNED WITH MULTIPLE STEPS OF UNLOADING OR
 CONTINUOUS CAPACITY MODULATION. THE CAPACITY OF THE HOT
 GAS BYPASS SHALL BE LIMITED AS INDICATED IN TABLE
 C403.4.6, AS LIMITED BY SECTION C403.3.1.
  
 TABLE C403.4.6
 MAXIMUM HOT GAS BYPASS CAPACITY
 RATED CAPACITY MAXIMUM HOT GAS BYPASS CAPACITY (% OF
 TOTAL CAPACITY)
 ? 240,000 BTU/H 50
 > 240,000 BTU/H 25
  
  
 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
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS
  
 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 2 Status F Date 2019-09-26 Cont ID  
Sent By ccole Date 2019-09-26 Time 16:13 Rev Time 0.00
Received By ccole Date 2019-09-26 Time 07:23 Sent To  
Notes
2019-09-26 16:26:332ND REVIEW FBC-2017 MECHANICAL
 PERMIT #18120436
 9/26/19
  
 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 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.
  
 RESPONSES TO COMMENTS NOT PROVIDED. COMMENTS #1, 2,9,
 AND 10 FROM THE 1ST REVIEW PRINTED BELOW STILL EXIST-
 PLEASE COMPLY.
  
 1) PROVIDE AC COOLING AND HEATING CALCULATIONS FOR THE
 NEW SYSTEMS IN COMPLIANCE WITH SECTION C403.2.1 FBC EC.
  
 2) PROVIDE AN ENERGY COMPLIANCE REPORT FOR THE NEW
 ADDITIONS- SEE SECTIONS C502.1 AND C101.5.1 FBC EC
  
 9) SUBMIT SITE SPECIFIC WIND LOAD ENGINEERING FOR TIE
 DOWN OF ALL ROOF MOUNTED MECHANICAL EQUIPMENT AND
 APPLIANCES- SECTION 301.15 FBC M.
  
 10) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE WATER
 HEATERS AND THE DRYER- SECTIONS 304.1 AND 504.1 FBC M
  
 NEW COMMENTS:
  
 1) SHEETS M102B & A351: THE NEW SCREENING FOR RTU-1 MAY
 ALSO HAVE TO BE CONSTRUCTED AS A GUARD IF THE UNIT IS
 WITHIN 10' OF THE ROOF EDGE AND THERE IN NO MINIMUM 42"
 PARAPET. PLEASE REVIEW SECTION 304.11 FBC M AND IF
 NECESSARY REVISE THE SCREEN WALL TO MEET COMPLIANCE.
  
 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
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS
  
 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 2019-03-21 Cont ID  
Sent By ccole Date 2019-03-21 Time 07:23 Rev Time 0.00
Received By ccole Date 2019-03-20 Time 07:59 Sent To  
Notes
2019-03-21 08:22:081ST REVIEW FBC-2017 MECHANICAL
 PERMIT #18120436
 3/21/19
  
 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 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) PROVIDE AC COOLING AND HEATING CALCULATIONS FOR THE
 NEW SYSTEMS IN COMPLIANCE WITH SECTION C403.2.1 FBC EC.
  
 2) PROVIDE AN ENERGY COMPLIANCE REPORT FOR THE NEW
 ADDITIONS- SEE SECTIONS C502.1 AND C101.5.1 FBC EC
  
 3) COMMISSIONING OF THE MECHANICAL SYSTEMS AND
 ELECTRICAL LIGHTING AND POWER SYSTEMS IS REQUIRED PER
 SECTION C408.2 FBC-14 ENERGY CONSERVATION. SUBMIT A
 COMMISSIONING PLAN AS OUTLINED IN SECTION C408.2.1 AND
 DESCRIBED IN SECTIONS C403.2.2- C408.2.3.3. PLEASE NOTE
 THAT A COPY OF THE COMMISSIONING REPORT SHALL BE
 SUBMITTED FOR REVIEW AT FINAL INSPECTION.
  
 4) SHEET M001: PLEASE ADD THE PRESSURE RELATIONSHIPS-
 POSITIVE OR NEGATIVE- FOR THE ROOMS LISTED IN THE AIR
 BALANCE SCHEDULES- REFER TO TABLE 7-1 DESIGN
 PARAMETERS, ASHRAE 170-2008.
  
 5) M001: SOILED WORKROOMS AND SOILED HOLDING ROOMS
 REQUIRE A MINIMUM OF 2 OUTDOOR AIR CHANGES PER TABLE
 7-1. THE SCHEDULES SHOW 0 TO BE PROVIDED.
  
 6) M101B: FIRE DAMPERS MISSING FOR DUCTS PENETRATING
 THE FIRE-RATED EQUIP. STOR. RM WALLS- SECTION 607.5.2
 FBC M.
  
 7) M101A & M101B: PROVIDE EQUIPMENT SCHEDULES FOR THE
 APPLIANCES IN THE DINING ROOMS, AND SUBMIT
 MANUFACTURER'S SPECIFICATIONS- SECTION 304.1 FBC M.
  
 8) PROVIDE A MECHANICAL ROOF PLAN SHOWING THE LOCATIONS
 OF ALL THE ROOF TOP EQUIPM,ENT AND REQUIRED CLEARANCE
 DISTANCE MEASURES FOR AIR INTAKES AND ROOF EDGES-
 SECTION 107.2.1 WPB.
  
 9) SUBMIT SITE SPECIFIC WIND LOAD ENGINEERING FOR TIE
 DOWN OF ALL ROOF MOUNTED MECHANICAL EQUIPMENT AND
 APPLIANCES- SECTIO N 301.15 FBC M.
  
 10) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE WATER
 HEATERS AND THE DRYER- SECTIONS 304.1 AND 504.1 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
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS
  
 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 3 Status N Date 2019-12-12 Cont ID  
Sent By dbattles Date 2019-12-12 Time 15:29 Rev Time 0.00
Received By dbattles Date 2019-12-12 Time 15:29 Sent To  
Notes
2019-12-12 15:29:58BUILDING B & C ARE NOT IN THE FLOOD ZONE AND THOSE ARE
 THE BUILDINGS INCLUDED IN WORK FOR THIS PERMIT.
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 2 Status F Date 2019-10-16 Cont ID  
Sent By jwitmer Date 2019-10-16 Time 10:56 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2019-10-16 10:57:29SEE BUILDING PLAN REVIEW NOTES 4A-4D.
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status F Date 2019-03-26 Cont ID  
Sent By jwitmer Date 2019-03-26 Time 08:56 Rev Time 0.00
Received By jwitmer Date 2019-03-18 Time 09:52 Sent To  
Notes
2019-03-26 08:56:532017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 18120436
 ADD: 2201 45TH ST.
 CONT: DPR CONSTRUCTION
 TEL: 954-991-6200
 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: MON. MARCH 18/THROUGH TUES. MARCH 26/ 2019
 ACTION: DENIED
  
 1A) THE SUBMITTED PLANS HAVE CIVIL PLANS, SITE PLANS
 AND ENGINEERING PLANS AS PART OF THE PACKAGE BUT THERE
 IS NO SURVEY IN THIS SET OF PLANS. PLEASE SUBMIT A
 SURVEY WITH THE AE FLOOD ZONE SHOWN ON THE SURVEY THE
 EXISTING NORTH BUILDING. THE EXISTING BUILDING IS NOT
 IN THE FLOOD ZONE BUT THE PROPOSED ADDITION IS IN THE
 AE FLOOD ZONE.
  
 1B) THE SUBMITTED PLANS HAVE CIVIL PLANS, SITE PLANS
 AND ENGINEERING PLANS AS PART OF THE PACKAGE BUT THERE
 IS NO SURVEY IN THIS SET OF PLANS. PLEASE SUBMIT A
 SURVEY WITH THE AE FLOOD ZONE SHOWN ON THE SURVEY THE
 EXISTING SOUTH BUILDING. THE EXISTING BUILDING IS NOT
 IN THE FLOOD ZONE BUT THE PROPOSED ADDITION MAYBE IN
 THE AE FLOOD ZONE.
  
 1C) PLEASE NOTE SINCE THE CITY CANNOT DETERMINE WHEN
 THESE BUILDINGS WERE BUILT, IF THE ORIGINAL BUILDINGS
 BOTH A & C ARE PRE-FIRM OR POST-FIRM OR IF THE ADDITION
 WILL MEET THE REQUIREMENTS FOR SUBSTANTIAL IMPROVEMENT
 A CONCISE CODE ANALYSIS FOR THE FLOOD REQUIREMENTS
 CANNOT BE DETERMINED.
  
 1C)(1) IN BOTH CASES IF THE EXISTING BUILDINGS (A &
 C)ARE EITHER PRE OR POST FIRM AND THE ADDITION
 (STRUCTURALLY CONNECTED) ARE NOT A SUBSTANTIAL
 IMPROVEMENT THEN THE ADDITION IS REQUIRED TO BE
 ELEVATED TO AT LEAST THE ELEVATION OF THE EXISTING
 FLOOR. TAKEN FROM SI/SD DESK REFERENCE.
  
 1C)(2) UNDER THE 2017 EXIST. BUILDING CODE SECTION
 1103.5 APPLIES:
 BS]1103.5 FLOOD HAZARD AREAS. ADDITIONS AND FOUNDATIONS
 IN FLOOD HAZARD AREAS SHALL COMPLY WITH THE FOLLOWING
 REQUIREMENTS:
 1.FOR HORIZONTAL ADDITIONS THAT ARE STRUCTURALLY
 INTERCONNECTED TO THE EXISTING BUILDING:
  
 1.1. (BUILDING C.) IF THE ADDITION AND ALL OTHER
 PROPOSED WORK, WHEN COMBINED, CONSTITUTE SUBSTANTIAL
 IMPROVEMENT, THE EXISTING BUILDING AND THE ADDITION
 SHALL COMPLY WITH SECTION 1612 OF THE FLORIDA BUILDING
 CODE, BUILDING.
  
 1.2. (BUILDING A). IF THE ADDITION CONSTITUTES
 SUBSTANTIAL IMPROVEMENT, THE EXISTING BUILDING AND THE
 ADDITION SHALL COMPLY WITH SECTION 1612 OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 IF EITHER OF THE BUILDINGS (A OR C) MEET THE
 REQUIREMENTS FOR SUBSTANTIAL IMPROVEMENTS THEN UNDER
 THE 2017 FBC-B 1612 FLOOD LOADS TABLE 1612.1 SECTION
 449 HOSPITALS.
  
 449.4.2.2.2 FOR ALL EXISTING FACILITIES, THE LOWEST
 FLOOR ELEVATIONS OF ALL ADDITIONS, AND ALL PATIENT
 SUPPORT AREAS INCLUDING FOOD SERVICE, AND ALL PATIENT
 SUPPORT UTILITIES, INCLUDING MECHANICAL, AND ELECTRICAL
 (EXCEPT FUEL STORAGE AS NOTED IN SECTION 449.4.2.9.3 OF
 THIS CODE) FOR THE ADDITIONS SHALL BE AT OR ABOVE THE
 ELEVATION OF THE EXISTING BUILDING, IF THE EXISTING
 BUILDING WAS DESIGNED AND CONSTRUCTED TO COMPLY WITH
 EITHER THE SITE STANDARDS OF SECTION 449.4 OF THIS CODE
 OR LOCAL FLOOD-RESISTANT REQUIREMENTS, IN EFFECT AT THE
 TIME OF CONSTRUCTION, WHICHEVER REQUIRES THE HIGHER
 ELEVATION, UNLESS OTHERWISE PERMITTED BY SECTION 1612
 OF THIS CODE. IF THE EXISTING BUILDING WAS CONSTRUCTED
 PRIOR TO THE ADOPTION OF EITHER THE SITE STANDARDS OF
 SECTION 449.4 OF THIS CODE OR LOCAL FLOOD-RESISTANT
 REQUIREMENTS, THEN THE ADDITION AND ALL PATIENT SUPPORT
 AREAS AND UTILITIES FOR THE ADDITION AS DESCRIBED IN
 THIS SECTION SHALL EITHER BE DESIGNED AND CONSTRUCTED
 TO MEET THE REQUIREMENTS OF SECTION 449.4.2.2.1 OF THIS
 CODE OR BE DESIGNED AND CONSTRUCTED TO MEET THE DRY
 FLOOD PROOFING REQUIREMENTS OF SECTION 1612 OF THIS
 CODE.
 449.4.2.2.3 SUBSTANTIAL IMPROVEMENT, AS DEFINED BY
 SECTION 1612 OF THIS CODE, TO ALL EXISTING FACILITIES
 LOCATED WITHIN FLOOD AREAS AS DEFINED IN SECTION 1612
 OF THIS CODE OR WITHIN A CATEGORY 3 SURGE INUNDATION
 ZONE AS DESCRIBED IN SECTION 449.4.2.2.1 OF THIS CODE,
 SHALL BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH
 SECTION 1612 OF THIS CODE.
 PLEASE PROVIDE A COST ANALYSIS TO SEE IF THE
 SUBSTANTIAL REQUIREMENT IS OR IS NOT MET, AN EXAMPLE IS
 UNDER PERMIT 16110246.
  
 1D) HAVE YOU RECEIVED A LOMAR REMOVING THESE AREAS FROM
 THE FLOOD ZONE?
  
 JAMES A. WITMER BN, PX, SFP, 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
  
  
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2019-12-18 Cont ID  
Sent By gjohnson Date 2019-12-18 Time 12:08 Rev Time 0.00
Received By gjohnson Date 2019-12-18 Time 12:08 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2019-09-16 Cont ID  
Sent By thunt Date 2019-09-16 Time 18:11 Rev Time 0.00
Received By shill Date 2019-09-06 Time 17:48 Sent To  
Notes
2019-09-16 18:11:35PLUMBING 2ND REVIEW**DENIED** SOME OF THE UPLOADS
 APPEAR TO BE DUPLICATE.
 ALL OF THESE COMMENTS ARE 2ND REQUEST:
 #1- ANSWERED
 #2-PROVIDE ALL 3 GAS WATER HEATER INSTALLATION MANUALS.
 FBC 107.2.1
 #3-PROVIDE A COMPLETE ISOMETRIC OF THE STORM DRAIN
 SYSTEM. FBC 107.3.5
 #4-ANSWERED
 #5-SHT.301 DOMESTIC WATER RISER DOES NOT THE REQUIRED
 SHUT OFF VALVES ON EACH TOP-DOWN FEED. EACH VALVE WILL
 REQUIRE A ACCESS PANEL TO THE SHUT OFF VALVE. FBC-PLB
 606 #5, 606.3
 #6- WHAT IS THE PURPOSE OF THE DOMESTIC WATER LINE IN
 THE MECH ROOM? FBC 107.2.1. PLEASE CLARIFY AS BACKFLOW
 PROTECTION BY RPZ DEVICE MAY BE REQUIRED. FBC 107.2.1.
 #7- ANSWERED
 #8-ANSWERED
 #9-ANSWERED
 #10-ANSWERED
 #11-ANSWERED
 NEW COMMENT
 #1-SHT. G176 ELEVATION B CALLS OUT FOR THE HANDHELD TO
 BE MOUNTED AT MAX 5? (60?). FBC-ACC 608.6, 309.4
 REQUIRES THE MAX HEIGHT BE 48?.
 #2-G176 ELEVATION A AND C CALLS OUT FOR THE PAN PITCH
 TO BE MAX 2%. 2% IS THE MIN REQUIRED FOR BOTH PRE-PITCH
 AND TILE FINAL PITCH. FBC-PLB 417.5.2
  
 TIM HUNT
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH (CGA SOLUTIONS)
 [email protected]
 561-248-2703
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2019-03-20 Cont ID  
Sent By thunt Date 2019-03-20 Time 14:50 Rev Time 0.00
Received By thunt Date 2019-03-20 Time 09:42 Sent To  
Notes
2019-03-20 14:50:48PLUMBING 1ST REVIEW**DENIED**
  
 1) SHT. G175 DETAIL #4 SHOWS THE TOILET @ 1' 5" (17")
 TO THE CENTER. YOUR GRAB BAR IS SHOWING 6" FROM THE
 SIDE WALL WHICH IF THE TOILET WAS CENTERED @ 18" WOULD
 BE CORRECT AS THE GRAB BAR IS INSTALL 12" FROM THE
 CENTER LINE OF THE TOILET MEANING THIS GRAB BAR WOULD
 BE 5" FROM THE SIDE WALL. FBC-A 604.5.2
  
 2) PROVIDE ALL 3 WATER HEATER'S INSTALLATION MANUAL'S.
 FBC 107.2.1
  
 3) PROVIDE A COMPLETE ISOMETRIC OF THE NEW STORM
 SYSTEM. FBC 107.3.5
  
 4) SHT. A600 UNDER TOILET ACCESSORIES LEGEND DETAIL C
 AND C1 THE GRAB BAR IS LISTING AS EITHER 24", 30", OR
 36". THE FLORIDA ACCESSIBILITY CODE REQUIRES THE REAR
 GRAB BAR TO BE MIN 36". FBC-A 604.5.2
  
 5) SHT.301 DOMESTIC WATER RISER DOES NOT SHOW THE
 REQUIRED SHUT OFF VALVE THAT SHOULD BE @ EVERY TOP-DOWN
 FEED IN THE PIPING SYSTEM. FBC-P 606 #5. WOULD ALSO
 NEED TO PROVIDE ACCESS FOR EACH VALVE. FBC-P 606.3
  
 6) WHAT IS THE PURPOSE OF THE DOMESTIC WATER IN THE
 MECH ROOM? PLEASE CLAIRFY AND DOES IT NEED BACKFLOW
 PROTECTION. FBC 107.2.1
  
 7) IT APPEARS ON THE FLAT DRAWING OF THE SANITARY
 SYSTEM THE FOLLOWING ROOMS HAVE THE FLOOR DRAINS DRY
 VENTED SO AS THE BASE OF STACK WOULD NEVER BE WASHED.
 BH 157, 114, 225, 159, 157, 105, 209, 218. FBC-P 912.2
  
 8) THERE ARE MUILT SINK DISCHARGING INTO THE BATHROOM
 GROUP WET VENT. ONLY THE FIXTURES OF THE BATHRROM GROUP
 ARE PRMITTED TO BE IN THE BATHROOM GROUP WET VENT.
 FBC-P 912.1. BH201, 120, 109, 107, 105, 113
  
 9) IT AOOEARS THE OVERALL DELELOPED LENGTH OF THE HOT
 WATER PIPING WILL BE OVER 50' FROM THE WATER HEATER TO
 THE BATHROOM GROUP BH159.
  
 10) SHT. 100A NEAR RESTOOM BH157 HAS THE 4" SS FITTING
 IN THE WRONG DIRECTION. ALL FITTING SHALL BE IN THE
 DIRECTION OF FLOW. FBC-P 706.3
  
 11) A600 BATHROOM DETAIL 1-BH157PAT DOES NOT SHOW THE
 CLEAR FLOOR SPACE FOR THE SHOWER. FBC-A 706.3
  
  
 NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.
  
  
 TIM HUNT
 PLUMBING INSPECTOR/PLUMBING PLAN EXAMINER
 BUILDING DIVISION
 CITY OF WEST PALM BEACH
 561-248-2703
 [email protected]
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2019-12-12 Cont ID  
Sent By dbattles Date 2019-12-12 Time 15:39 Rev Time 0.00
Received By dbattles Date 2019-12-12 Time 15:39 Sent To  
Notes
2019-12-12 15:39:56PROVIDE PRODUCT APPROVALS WITH ROOF SUB PERMIT.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2019-12-12 Cont ID  
Sent By dbattles Date 2019-12-12 Time 15:30 Rev Time 0.00
Received By dbattles Date 2019-12-12 Time 15:30 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2019-10-08 Cont ID  
Sent By shill Date 2019-10-08 Time 17:35 Rev Time 0.00
Received By shill Date 2019-10-08 Time 17:31 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2019-03-21 Cont ID  
Sent By ccole Date 2019-03-21 Time 08:28 Rev Time 0.00
Received By ccole Date   Time   Sent To  
Notes
2019-03-26 16:53:16NEW SHEETS SUBMITTED NEXT REVIEW CYCLE REQUIRE
 VERIFICATION
  
  
2019-03-26 08:50:28CIVIL, LANDSCAPE, ARCH. & STRUCTURAL SHEETS CHECKED FOR
 SIGNATURES. OK/ JW 3/26/2019
2019-03-21 08:28:52MECH SHEETS OK
2019-03-16 12:23:18ELECTRICAL SHEETS OK.
Review Stop Z ZONING
Rev No 3 Status P Date 2020-01-08 Cont ID  
Sent By eschneid Date 2020-01-08 Time 14:28 Rev Time 2.00
Received By eschneid Date 2020-01-08 Time 13:35 Sent To  
Notes
2020-01-08 14:34:16PASSED W/PROVISOS
  
 1) PRIOR TO COMMENCEMENT OF THE DEMOLITION SHOWN ON
 SHEET C100, SUBMIT A REVISED SHEET SHOWING THE
 DEMOLITION TO ACCOMMODATE THE PLANS APPROVED AS PART OF
 RESOLUTION NO. 297-19.
  
 2) SHEETS C400, C401 AND C402 ARE NOT APPROVED AS THEY
 ARE NOT THE VERSION APPROVED BY RESOLUTION NO. 297-19.
 CORRECT PLANS NEED TO BE SUBMITTED WITH THE ENGINEERING
 PERMIT.
  
 3) SEPARATE PERMITS WITH PLANS REQUIRED FOR:
  
 A. BICYCLE RACK
 B. PARKING LOT STRIPING
 C. CONSTRUCTION SITE SIGN
 D. NEW FUEL OIL TANK SCREEN WALL
 E. LANDSCAPE
 F. SITE LIGHTING
 G. IRRIGATION
  
 4) PLEASE REMEMBER IN ACCORDANCE WITH RESOLUTION NO.
 297-19:
  
 THE OVERALL JFK NORTH SITE LANDSCAPE MUST BE INSTALLED
 PRIOR TO WHICHEVER OF THE FOLLOWING EVENTS FIRST OCCUR:
  
 A. OCTOBER 31, 2020.
 B. THE FINAL (104) INSPECTION FOR THE BEHAVIORAL HEALTH
 FACILITY ADDITIONS.
 C. SIX (6) MONTHS FOLLOWING THE CITY APPROVAL OF A
 SUBDIVISION OR PLAT OF THE JFK MEDICAL CENTER NORTH
 CAMPUS CSPD.
  
 CONTACT ERIC SCHNEIDER @ (561) 312-8219
 [email protected]
  
  
Review Stop Z ZONING
Rev No 2 Status F Date 2019-09-13 Cont ID  
Sent By eschneid Date 2019-09-13 Time 16:30 Rev Time 0.25
Received By eschneid Date 2019-09-13 Time 16:30 Sent To  
Notes
2019-09-13 16:35:51FAILED
  
 1) THIS PROJECT REQUIRES APPROVAL BY THE CITY
 COMMISSION PRIOR TO ZONING APPROVAL OF THE PERMIT. THE
 CASE IS EXPECTED TO HAVE 2ND READING ON OCTOBER 21,
 2019.
  
 2) NO ZONING REVIEW WILL BE COMPLETED UNTIL THE PROJECT
 IS APPROVED BY THE CITY COMMISSION.
  
 THIS DOES NOT COUNT AS A ZONING PERMIT REVIEW.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2019-02-07 Cont ID  
Sent By eschneid Date 2019-02-07 Time 16:36 Rev Time 0.00
Received By eschneid Date 2019-02-07 Time 16:36 Sent To  
Notes
2019-02-07 16:40:29FAILED
  
 1) THIS PROJECT REQUIRES APPROVAL BY THE CITY
 COMMISSION PRIOR TO ZONING APPROVAL OF THE PERMIT.
  
 2) PLEASE NOTE THAT THIS PLAN HAS NOT EVEN RECEIVED THE
 APPROVAL OF THE PLANS AND PLATS REVIEW COMMITTEE FOR
 PRELIMINARY APPROVAL.
  
 3) NO ZONING REVIEW WILL BE COMPLETED UNTIL THE PROJECT
 IS APPROVED BY THE CITY COMMISSION.
  
 THIS DOES NOT COUNT AS A ZONING PERMIT REVIEW.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
 [email protected]


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