Plan Review Details - Permit 19101624
Plan Review Stops For Permit 19101624
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Rev No 2 Status P Date 2020-01-07 Cont ID  
Sent By cpuell Date 2020-01-07 Time 09:58 Rev Time 0.00
Received By cpuell Date 2020-01-07 Time 09:58 Sent To  
Notes
2020-01-07 09:59:08ADDRESS CREATED 1734 (CHIPTLE) AND 1738 (MEDICAL) PALM
 BEACH LAKES BLVD, SHELL UNDER 1734 PALM BEACH LAKES
 BLVD
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2019-12-18 Cont ID  
Sent By shill Date 2019-12-18 Time 15:37 Rev Time 0.00
Received By shill Date 2019-12-18 Time 15:37 Sent To  
Notes
2019-12-18 15:39:02FOR ADDRESSING, PLEASE CONTACT (PREFERABLY VIA EMAIL):
  
 MICHAEL ORIO
 GIS SUPPORT SPECIALIST
 [email protected]
 CITY OF WEST PALM BEACH
 INFORMATION TECHNOLOGY DEPARTMENT
 401 CLEMATIS STREET, WEST PALM BEACH, FLORIDA 33401
 P: 561.494.1080
  
 AFTER AN ADDRESS HAS BEEN ASSIGNED, FORWARD MR. ORIO'S
 EMAIL TO [email protected].
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2019-11-18 Cont ID  
Sent By jwitmer Date 2019-11-18 Time 14:20 Rev Time 0.00
Received By jwitmer Date 2019-11-16 Time 08:31 Sent To  
Notes
2019-11-18 14:20:322017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19101624
 ADD: 1760 PALM BEACH LAKES BLVD
 CONT: TBD/ TO BE DETERMINED
 TEL/ CONTACT: DIGITAL/ ANNE BUTLER
 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. NOV.18/ 2018
 ACTION: DENIED
  
 1) THE VALUE OF THE PROPOSED SHELL PERMIT IS LISTED AS
 $588,115.00 DOLLARS OF VALUE. WHEN WE CALCULATE THE
 BUILDING USING THE LATEST ICC BUILDING VALUATION DATA
 FEBRUARY 2019 FOR THIS BUILDING THE PROPOSED VALUATION
 IS LOW.
  
 SHEET A.1.1LS- LIFE SAFETY SHEET PROVIDES SQ. FT. FOR
 BOTH THE BUSINESS AND A-2 RESTAURANT TENANCY. THIS IS
 245 SQ. FT. LESS THAN THE REFERENCED 6,395 SQ. FT.
 LISTED IN THE PLANS AND PERMIT APPLICATION. THE 244 SQ.
 FT. IS DIVIDED BETWEEN THE 2 OCCUPANCIES, THEN THE
 VALUE OF EACH OCCUPANCY FOR A TYPE III-B IS APPLIED TO
 EACH OCCUPANCY.
 TENANT A------ 3,872 S. F. X $154.63 (B)= $598,727.00
 TENANT B------ 2522 S. F. X $159.39 (A2)= $401,9881.00
  
 TOTAL VALUE 6394 S.
 F.-----------------------$1,000,708.00 X 0.80 =
 $800,566.00 DOLLARS IN VALUE FOR THE SHELL ONLY. PLEASE
 SEE THE ICC BUILDING VALUATION TABLES FEBRUARY 2019 AND
 FOOTNOTE (B). FOR SHELL BUILDINGS ONLY DEDUCT 20% OF
 THE OVERALL VALUE. NOTE THE VALUE FOR THIS PERMIT WILL
 BE BROUGHT UP TO THE ICC TABLES FOR A SHELL BUILDING
 UNDER THE CALCULATED VALUE.
  
 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.
  
 2) THE OVERALL VALUE OF THE NEW BUILDING CONSTRUCTION
 COST ARE OVER $750,000.00 DOLLARS OF VALUE SO THE ART
 IN PUBLIC PACES WILL OCCUR. 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) IN THIS SUBMITTAL THERE ARE NO CIVIL PLANS, SITE
 PLAN AND OR SURVEY PROVIDING THE LOCATION OF THE
 PROPOSED BUILDING LOCATION AND ASSOCIATED DISTANCES
 FROM PROPERTY LINES AND OR ASSUMED PROPERTY LINES SINCE
 THERE IS A VERY LARGE BUILDING ON THE SAME SITE. THE
 PLANS (LIFE SAFETY SHEET) DO NOT ADDRESS THESE
 QUESTIONS UNDER THE 2017 FBC-B. SHEET ES2.1 IT WOULD
 APPEAR THERE IS EITHER AN ASSUMED PROPERTY LINE AND
 TRUE PROPERTY LINE?
 3A) FBC-B 503.1.2 BUILDINGS ON THE SAME LOT. ARE THEY
 THE SAME BUILDING TYPE?
  
 3B) FBC-B TABLE 602 FIRE RESISTANCE RATING REQUIREMENTS
 FOR EXTERIOR WALLS BASED ON FIRE SEPARATION
 DISTANCE.
  
 3C) IF THE BUILDING ELEMENTS REQUIRED TO BE FIRE RATED
 BECAUSE OF TABLE 602 THEN CONSIDERATION FOR WINDOWS
 WOULD ALSO BE A CONCERN AND COMPLIANCE WITH TABLE 705.8
 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE
 SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION.
  
 3D) THE LIFE SAFETY PLAN IS ALSO SILENT AS TO THE
 REQUIRED ACCESSIBLE PARKING, AND COMPLIANCE WITH THE
 2017 FBC-ACCESSIBILITY CODE SECTIONS:
 3D)(1) TABLE 208.2
 3D)(2) TABLE 208.2.4.
 3D)(3) 502.2 VEHICLE SPACES
 3D)(4) 502.3 ACCESS AISLE
 3D)(5) MARKING- SEE ADVISORY, CITY STANDARDS. W. P. B.
 MUNI CODE ARTICLE XV PARKING- STALL PAINTING DETAIL.
  
 3E) THE LIFE SAFETY PLAN SHOWS AN ACCESS RAMP BEHIND
 THE BUILDING BUT NO BOTTOM LANDING, PLEASE SHOW
 COMPLIANCE WITH THE 2017 FBC-ACCESSIBILITY CODE 405.7.3
 LANDING LENGTH.
  
 3F) 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.
  
 4) THE SUBMITTED DOCUMENT COMCHECK ENVELOPE COMPLIANCE
 CERTIFICATE HAS 12 PAGES WITHIN THE DOCUMENT. THIS
 DOCUMENT CANNOT BE READ. HALF OF THE DOCUMENT PAGES ARE
 UPSIDE DOWN. PLEASE CORRECT SO ALL OF THE DOCUMENT IS
 LEGIBLE. COMPLY WITH THE 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1OF
 THE ADMINISTRATIVE CODE SECTION 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 AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY,
 OR OTHER ITEMS RELATED TO RECORDS MANAGEMENT.
 ELECTRONIC MEDIA MUST BE COMPATIBLE WITH THE ARCHIVE
 REQUIREMENTS OF FLORIDA STATUTES.
  
 5) SHEET S0-1 STRUCTURAL NOTES AND SCHEDULES:
 5A) HEADING: II DESIGN CRITERIA (2) WIND THE MEAN ROOF
 HEIGHT IS GIVEN AS ( C ) MEAN ROOF HEIGHT OF 15 FEET 4
 INCHES, WHEREAS SHEET T1.2 BUILDING CODE SUMMARY,
 BUILDING DATA LIST THE MEAN ROOF HEIGHT OF 26 FEET IN
 HEIGHT. DISCREPANCY IN PLANS 107.2.1.2. ADDITIONAL
 INFORMATION IS REQUIRED.
  
 5B) UNDER THE HEADING II DESIGN CRITERIA (2) WIND THE
 EXPOSURE IS INDICATED AS A B ZONE. DIRECTLY TO THE WEST
 YOU HAVE THE WEST PALM BEACH OUTLET MALL PARKING LOT
 WHICH WILL MAKE THIS AN C EXPOSURE. SECTION 1609.4
 STATES FOR EACH WIND DIRECTION CONSIDERED, AN EXPOSURE
 CATEGORY THAT ADEQUATELY REFLECTS THE CHARACTERISTICS
 OF GROUND SURFACE IRREGULARITIES SHALL BE DETERMINED
 FOR THE SITE AT WHICH THE BUILDING OR STRUCTURE IS TO
 BE CONSTRUCTED. ACCOUNT SHALL BE TAKEN OF VARIATIONS IN
 GROUND SURFACE ROUGHNESS THAT ARISE FROM NATURAL
 TOPOGRAPHY AND VEGETATION AS WELL AS FROM CONSTRUCTED
 FEATURES.
 SURFACE ROUGHNESS C. OPEN TERRAIN WITH SCATTERED
 OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30 FEET
 (9144 MM). THIS CATEGORY INCLUDES FLAT OPEN COUNTRY,
 AND GRASSLANDS.
 THE SURFACE ROUGHNESS B PREVAILS IN THE UPWIND
 DIRECTION FOR A DISTANCE OF AT LEAST 1,500 FEET. WHEN
 MEASURING THE WESTWARD QUADRANT OR THE MALL PARKING LOT
 THE CLOSEST DISTANCE IS 1,658 FEET TO OVER 1,850 FEET,
 MEETING THE DEFINITION FOR A SURFACE ROUGHNESS C.
  
 5C) PLEASE NOTE WITH THE SURFACE ROUGHNESS C THE
 PRESSURES PROVIDED FOR ZONES 1-5 WILL NEED TO BE
 INCREASED SINCE IN A C EXPOSURE THERE ARE HEIGHT
 MULTIPLIERS THAT WILL NEED TO BE FACTORED INTO THE
 PRESSURES.
 2017 FBC-B 1609.7(2) AND ASCE 7-10 FIGURE
 30-5-1ADJUSTMENT FACTORS.
  
 5D) UNDER THE HEADING II DESIGN CRITERIA (3)
 FOUNDATIONS IT IS NOT CLEAR IN NOTE # 2 IF ADDITIONAL
 BORINGS FOR MUCK ARE GOING TO TAKE PLACE. THE NOTE
 STATES THE ENGINEER SHALL BE NOTIFIED AND THE FOOTING
 REVISED IF NECESSARY. THE SUBMITTED SOILS ENGINEERING
 REPORT BY TERRACON HB1905025 RECOMMENDS TEST PITS OR
 ADDITIONAL BORINGS USING HAND TOOLS BE COMPLETED DURING
 CONSTRUCTION WITHIN THE FOOTPRINT OF THE BUILDING. THIS
 IS TO CONFIRM THE CONDITIONS REVEALING A THIN LAYER OF
 MUCK EXISTING BETWEEN 3 AND 6 FEET.
 PLEASE ADDRESS THE LAYER OF MUCK THAT WAS FOUND, IN
 CLEARING THE LAND OF PAVEMENT YOU WOULDN?T GO TO THE 3
 AND OR 6 FOOT DEPTH FOR CLEARING THE PAVEMENT?
 2017 FBC-B 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.
  
 6) SHEET S0.2 SPECIAL INSPECTIONS. PLEASE NOTE THIS
 SHEET MAKES REFERENCE TO THE 2012 IBC AND REQUIREMENTS
 FOUND FOR SUCH INSPECTOR UNDER 1704 AND 1705. PLEASE
 NOTE IN THE 2017 FBC-B USED STATEWIDE THE SECTIONS 1704
 AND 1705 ARE RESERVED. PLEASE UPDATE PLANS TO THE
 CORRECT CODE AND VERSION. 2017 FBC-B 6TH EDITION.
  
 7) WHEN THERE ARE WELDED AND OR BOLTED CONNECTIONS 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.
 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.
  
 8) SHEET S2.1 DETAILS 1, 3, 7A, 8 & 10 ALL SHOW THE
 MONOLITHIC FOUNDATION WITH A TURNED DOWN BRICK LEDGE
 MOST ARE SHOWN BELOW EITHER GRADE OR AN ADJOINING
 SIDEWALK. SECTION 2114 DEALS WITH TERMITE INSPECTION
 REQUIREMENTS. SEE 2114.2 AND EXCEPTION.
 FBC-B 2114.2 CONCRETE BEARING LEDGE. BRICK, STONE OR
 OTHER VENEER SHALL BE SUPPORTED BY A CONCRETE BEARING
 LEDGE AT LEAST EQUAL TO THE TOTAL THICKNESS OF THE
 BRICK, STONE OR OTHER VENEER, WHICH IS POURED
 INTEGRALLY WITH THE CONCRETE FOUNDATION. NO
 SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL
 CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT
 SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE
 IS AN APPROVED PHYSICAL BARRIER. AN APPROVED PHYSICAL
 BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL
 SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED
 IN A MORTAR JOINT. IF MASONRY VENEER EXTENDS BELOW
 GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED
 TO THE CAVITY CREATED BETWEEN THE VENEER AND THE
 FOUNDATION, IN LIEU OF A PHYSICAL BARRIER.
  
 9) THERE ARE NO MECHANICAL SHEETS WITHIN THIS SET OF
 PLANS. SHEET A4.1 THE ARCHITECTURAL ROOF PLAN ONLY
 SHOWS A ROOF HATCH WHERE AS S5.1 THE STRUCTURAL ROOF
 PLAN SHOWS LOCATIONS OF ROOF TOP RTU UNITS AND HOOD
 LOCATION BUT NO DETAILS FOR PENETRATIONS THROUGH THE
 ROOF STEEL DECK NOR ANY ROOF TOP CURBS FOR LATER ROOF
 TOP EQUIPMENT. WHAT IS THE INTENT, TO SHOW POINT
 LOADING FOR THE BAR JOIST? 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 10A) WHERE SHEET A4.1 SHOWS A ROOF HATCH AND THE NOTE
 INDICATES STEEL AND ALUMINUM ROOF HATCH. PLEASE NOTE
 THE DESIGNER OF RECORD WILL NEED TO INDICATE ONE OF THE
 2 TYPES OF METAL. WITH THE 2 OPTIONS THERE ARE 2 DESIGN
 PRESSURES.
 INFORMATIONAL/ EQUIVALENCY . 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.2.1. W.P.B. ADMINISTRATIVE
 CODE/2017. DRAWINGS & SPECIFICATIONS SHALL CONTAIN
 INFORMATION, IN THE FORM OF NOTES OR OTHERWISE, AS TO
 THE QUALITY OF MATERIALS, WHERE QUALITY IS ESSENTIAL TO
 CONFORMITY WITH THE TECHNICAL CODES. SUCH INFORMATION
 SHALL BE SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE
 CITED AS A WHOLE OR IN PART,
 NOR THE TERM "LEGAL" OR ITS EQUIVALENT BE USED AS A
 SUBSTITUTE FOR SPECIFIC INFORMATION".
  
 10B) PLEASE NOTE CODE COMPLIANCE FOR THE ROOF HATCH
 CANNOT BE DETERMINED. THE SIZE OF THE ROOF HATCH IS NOT
 GIVEN NOR COMPLIANCE WITH 2017 FBC-B SECTION 1011.12.2
 EXCEPTION. IN BUILDINGS WITHOUT AN OCCUPIED ROOF,
 ACCESS TO THE ROOF SHALL BE PERMITTED TO BE A ROOF
 HATCH OR TRAP DOOR NOT LESS THAN 16 SQUARE FEET IN AREA
 AND HAVING A MINIMUM DIMENSION OF 2 FEET.
  
 11) 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 INCLUDING ROOF TOP
 INSULATION, ROOF TOP VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 12) 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..
  
 13) 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) 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. 2017 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 PROVIDE
  
 15A) EFIS SYSTEMS: PLEASE NOTE SHEET A3.3 AND A3.4 BOTH
 SHOW THE USE OF PLYWOOD SHEATHING. ONE SIDE OF THE
 PARAPET ? INCH CDX PLYWOOD THE OTHER 5/8 INCH CDX
 PLYWOOD. WHEN THE PRODUCT APPROVALS ARE SUBMITTED, WE
 CAN ONLY USE THE PSF VALUES FOR THE WALL SHEATHING
 INDICATED IN THE APPROVAL.
  
 15B) PLEASE PROVIDE THE PRODUCT APPROVAL FOR THE SYSTEM
 TO BE INSTALLED. PLEASE ALSO PROVIDE THE MANUFACTURERS
 INSTALLATION BROCHURE PROVIDING COMPLIANCE WITH 2017
 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.
  
 16) 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.
  
 17) PLEASE NOTE SHEET 5-A.1.1. INDICATES A WALL RATING
 (DEMISING WALL) 1 HOUR RATING PER UL# U419. THE NOTE
 FURTHER GOES AND STATES THE TENANT B SIDE IS TO BE PUT
 UP AND FINISHED ONLY LEAVING TENANT A SIDE NO GYPSUM
 BOARD TO BE INSTALLED. THE GYPSUM BOARD IS TO BE
 PROVIDED BY THE TENANT AND INSTALLED BY TENANT.
  
 17A)THE SCOPE OF WORK IS FOR SHELL WORK ONLY. NO
 INTERIOR WORK SHOULD BE COMPLETED ON THE INTERIOR OF
 THE BUILDING. THE 2ND ISSUE WITH THE OCCUPANCY
 SEPARATION WALL (FIRE BARRIER) WOULD BE TO GET A FIRE
 RATING THE WALL HAS TO HAVE WALLBOARD ON BOTH SIDES OF
 THE WALL, SEE THE UL RATING U419.
  
 17B) IF THE OCCUPANCY SEPARATION WALL IS TO BE
 CONSIDERED IN THIS PERMIT PLEASE PLACE THE UL 419
 DESCRIPTION IN THE PLANS FOR ALL OF THE COMPONENTS OF
 THE ASSEMBLY, INCLUDING ATTACHMENT THE FLEXIBLE
 CONNECTION TO THE CORRUGATED ROOF DECK.
 2017 FBC-B 707.8 JOINTS. JOINTS MADE IN OR BETWEEN FIRE
 BARRIERS, AND JOINTS MADE AT THE INTERSECTION OF FIRE
 BARRIERS WITH UNDERSIDE OF A FIRE-RESISTANCE-RATED
 FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE, AND THE
 EXTERIOR VERTICAL WALL INTERSECTION SHALL COMPLY WITH
 SECTION 715.
  
 18) SHEETS T1.2 AND T1.3 MAKE REFERENCE TO THE ADA
 REQUIREMENTS. PLEASE NOTE IN THE STATE OF FLORIDA WE
 USE THE 2017 FLORIDA ACCESSIBILITY CODE DEEMED EQUAL TO
 THE ADA BY THE DEPARTMENT OF JUSTICE, ADDITIONAL
 REQUIREMENTS ARE WITHIN THE FLORIDA ACCESSIBILITY CODE
 (GREY BOXES).
  
 19A) SHEET A8.2 DETAIL 5 SHOWS THE USE EXTERIOR
 SHEATHING WITH WEATHER BARRIER. BRICK VENEER WITH
 ADJUSTABLE DOVE TAIL BRICK TIES AS REQUIRED FOR LOAD
 AND WIND RATINGS. YOU CANNOT STATE AS REQUIRED BY CODE,
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.2.1. W.P.B.
 ADMINISTRATIVE CODE/2017 DRAWINGS & SPECIFICATIONS
 SHALL CONTAIN INFORMATION, IN THE FORM OF NOTES OR
 OTHERWISE, AS TO THE QUALITY OF MATERIALS, WHERE
 QUALITY IS ESSENTIAL TO CONFORMITY WITH THE TECHNICAL
 CODES. SUCH INFORMATION SHALL BE SPECIFIC TO THE
 TECHNICAL CODES "SHALL NOT BE CITED AS A WHOLE OR IN
 PART, NOR THE TERM "LEGAL" OR ITS EQUIVALENT BE USED AS
 A SUBSTITUTE FOR SPECIFIC INFORMATION". CONSTRUCTION
 DOCUMENTS SHALL BE 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.
  
 19B) THE DETAIL 5 INDICATES THE USE OF A WEATHER
 BARRIER BUT NO MORE INFORMATION AS TO THE TYPE OF
 MATERIAL TO BE CALLED OUT, NOR THICKNESS. PLEASE SHOW
 HOW COMPLIANCE WITH 1404.2 OF THE FBC-B WILL BE
 ACHIEVED.
  
 19C) THE SAME DETAIL INDICATES THROUGH FLASHING ABOVE
 THE STEEL ANGLE. THERE IS NO MENTION AS TO HOW THE
 WEATHER BARRIER AND FLASHING ARE TO BE INSTALLED TO
 RESIST WATER INFILTRATION INTO THE STRUCTURE, NOR IS
 THERE MENTION AS TO THE TYPE OF MATERIAL OR THICKNESS
 THE FLASHING MATERIAL IS TO BE MADE OF. IF THE MATERIAL
 IS DIFFERENT THE DESIGNER OF RECORD WILL ALSO NEED TO
 INDICATE HOW THE METAL MATERIALS WILL BE SEPARATED TO
 STOP ELECTROLYSIS. 107.2.1.2 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 1405.2 WEATHER PROTECTION. EXTERIOR WALLS SHALL PROVIDE
 WEATHER PROTECTION FOR THE BUILDING. THE MATERIALS OF
 THE MINIMUM NOMINAL THICKNESS SPECIFIED IN TABLE
 1405.2TABLE 1405.2 TABLE 1405.2 SHALL BE ACCEPTABLE AS
 APPROVED WEATHER COVERINGS. PLEASE PROVIDE THE SPACING
 REQUIREMENTS FOR ADJUSTABLE DOVETAIL BRICK TIES AND
 MANUFACTURERS SPECIFICATION AS TO HOW THEY ARE TO BE
 INSTALLED TO SHEATHING OR STEEL STUD FOR ANCHORING
 PURPOSES. ALSO THE DISTANCE AROUND OPENINGS THE BRICK
 TIES CAN STAY BACK FROM THE OPENING.
 FBC-B 1405.6 ANCHORED MASONRY VENEER. 402TMS 402/ACI
 530ACI 530ACI 530/ASCE 5ASCE 5ASCE 5.
 FBC-B 1405.6.1 TOLERANCES.
  
 20) 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.
  
 21) 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 1 Status P Date 2019-12-12 Cont ID  
Sent By jleahy Date 2019-12-12 Time 13:35 Rev Time 0.00
Received By jleahy Date 2019-12-12 Time 13:35 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2019-12-18 Cont ID  
Sent By shill Date 2019-12-18 Time 15:39 Rev Time 0.00
Received By shill Date 2019-12-18 Time 15:39 Sent To  
Notes
2019-12-18 15:39:50CONTACT 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
  
 IF YOU HAVE AN ISSUED ENGINEERING PERMIT, OR A PENDING
 APPLICATION, PLEASE ADVISE VIA EMAIL ([email protected])
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2019-11-27 Cont ID  
Sent By pleduc Date 2019-11-27 Time   Rev Time 0.00
Received By pleduc Date 2019-11-27 Time 10:25 Sent To  
Notes
2019-11-27 11:51:31THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET 2 1.2 - THERE IS AN INDICATION THAT THE
 PROPOSED WILL HAVE FIRE SPRINKLERS.
  
 THERE ARE NO FIRE SPRINKLER DOCUMENTS ATTACHED.
  
 PER FLORIDA STATUTUE FIRE SPRINKLER DOCUMENTS ARE
 REQUIRED TO BE SUBMITTED WITH THIS MASTER PERMIT. SHOP
 DRAWINGS WILL BE BASED ON THE EOR AND SUBMITTED FROM
 THIS SUBMITTAL.
  
 PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004,
 FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE
 POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF
 APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT,
 CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER
 SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA)
 AND ANY PERFORMANCE BASED INFORMATION SUCH AS
 PRE-ENGINEERED SYSTEMS.
  
 61G15-30.003 MINIMUM REQUIREMENTS FOR ENGINEERING
 DOCUMENTS.
 (1) ENGINEERING DOCUMENTS ARE PREPARED IN THE COURSE OF
 PERFORMING ENGINEERING SERVICES. WHEN PREPARED FOR
 INCLUSION WITH AN APPLICATION FOR A GENERAL BUILDING
 PERMIT, THE DOCUMENTS SHALL MEET ALL ENGINEER?S
 RESPONSIBILITY RULES, SET FORTH IN CHAPTERS 61G15-31,
 61G15-32, 61G15-33, AND 61G15-34, F.A.C., AND 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 THE FLORIDA BUILDING
 CODE, ADOPTED IN SECTION 553.73, F.S., AND APPLICABLE
 LAWS, ORDINANCES, RULES AND REGULATIONS, AS DETERMINED
 BY THE AHJ. THE DOCUMENTS SHALL INCLUDE:
 (A) INFORMATION THAT PROVIDES MATERIAL SPECIFICATIONS
 REQUIRED FOR THE SAFE OPERATION OF THE SYSTEM THAT IS A
 RESULT OF ENGINEERING CALCULATIONS, KNOWLEDGE AND
 EXPERIENCE.
 (B) LIST FEDERAL, STATE, MUNICIPAL, AND COUNTY
 STANDARDS, CODES, ORDINANCES, LAWS, AND RULES, WITH
 THEIR EFFECTIVE DATES, THAT THE ENGINEERING DOCUMENTS
 ARE INTENDED TO CONFORM TO.
 (C) INFORMATION, AS DETERMINED BY THE ENGINEER OF
 RECORD, NEEDED FOR THE SAFE AND EFFICIENT OPERATION OF
 THE SYSTEM.
 (D) LIST ENGINEERING DESIGN CRITERIA; REFERENCE PROJECT
 SPECIFIC STUDIES, REPORTS, AND DELEGATED ENGINEERING
 DOCUMENTS.
 (E) IDENTIFY CLEARLY ELEMENTS OF THE DESIGN THAT VARY
 FROM THE GOVERNING STANDARDS AND DEPICT/IDENTIFY THE
 ALTERNATE METHOD USED TO ENSURE COMPLIANCE WITH THE
 STATED PURPOSE OF THESE RESPONSIBILITY RULES.
 (2) ENGINEERS SHALL LEGIBLY INDICATE THEIR NAME AND
 BUSINESS ADDRESS, ON ENGINEERING DOCUMENTS. ENGINEERING
 DOCUMENTS WHICH ARE ISSUED FOR PRELIMINARY OR
 CONCEPTUAL USE, SHALL CLEARLY NOTE THE INTENDED PURPOSE
 OF SUCH DOCUMENTS.
 (3) WHEN ELEMENTS OF THE PROJECT ARE SHOWN ON AN
 ENGINEERING DOCUMENT ONLY FOR INFORMATION OR
 CLARIFICATION AND THE ENGINEER DOES NOT INTEND TO
 ACCEPT RESPONSIBILITY FOR THE ELEMENTS, THE ENGINEER
 SHALL CLEARLY NOTE ON THE DOCUMENTS THE EXTENT OF HIS
 RESPONSIBILITY.
 (4) ENGINEERING DRAWINGS SHALL BE LEGIBLE AND CLEARLY
 DEFINE AND DELINEATE THE WORK IN THE PROJECT. THEY MUST
 ALSO COMPLY WITH CHAPTER 61G15-23, F.A.C., SEALS.
 (5) ENGINEERS SHALL CLEARLY NOTE ON ANY PRELIMINARY
 ENGINEERING DOCUMENTS THAT SUCH DOCUMENTS ARE NOT IN
 FINAL FORM, BUT ARE BEING TRANSMITTED TO THE PUBLIC
 AGENCY TO RECEIVE AGENCY REVIEWS, COMMENTS AND
 INTERPRETATIONS. THE DOCUMENTS MAY SUBSEQUENTLY BE
 REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES
 WITH THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE
 AGENCY. CHANGES, REVISIONS AND MODIFICATIONS TO A
 PROJECT MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR
 AGENCY APPROVAL ACTION ON THE SAME PROJECT.
 SPECIFIC AUTHORITY 471.033(2), 471.008 FS. LAW
 IMPLEMENTED 471.033(1)(G), 471.025(3) FS. HISTORY?NEW
 1-26-93, FORMERLY 21H-30.003, AMENDED 11-13-08.
  
  
 61G15-32.003 COMMON REQUIREMENTS TO ALL FIRE PROTECTION
 ENGINEERING
 DOCUMENTS.
 (1) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL PROVIDE THE ENGINEERING REQUIREMENTS TO BE USED
 IN THE PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS AND TO INDICATE THE NATURE AND SCOPE OF THE
 WORK, AND TO DESCRIBE, DETAIL, DIMENSION, LABEL AND
 DEFINE THE FIRE PROTECTION COMPONENTS, SYSTEM(S),
 MATERIALS, ASSEMBLIES, EQUIPMENT AND ITS STRUCTURAL AND
 UTILITY SUPPORT SYSTEM(S), INSOFAR AS THEY INVOLVE THE
 SAFEGUARDING OF LIFE, HEALTH OR PROPERTY.
 (2) THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS
 SHALL SPECIFY THE APPLICABLE REQUIREMENTS FOR THE
 ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND
 COMPONENTS, WHICH SHALL BE BASED UPON APPLICABLE CODES
 AND STANDARDS, WHERE AVAILABLE.
 (3) THE OCCUPANCY OF THE AREA OR DESCRIPTION OF A
 SPECIFIC HAZARD BEING PROTECTED BY THE FIRE PROTECTION
 SYSTEM(S) SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (4) THE APPLICABLE CODE AND STANDARD TO BE USED IN THE
 PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT
 DOCUMENTS SHALL BE SHOWN ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS. WHEN CODES AND STANDARDS ARE NOT
 AVAILABLE OR APPLICABLE, AND SAID LAYOUT DOCUMENTS ARE
 TO BE BASED ON ENGINEERING JUDGMENT, ANY REASONS AND
 ASSUMPTIONS MADE TO DEVELOP THE FIRE PROTECTION CONCEPT
 SHALL BE IDENTIFIED ON THE FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENTS.
 (5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS REQUIRED
 BY THE FIRE PROTECTION SYSTEM SHALL BE SHOWN ON THE
 FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS AND SHALL
 BE REFERENCED ON STRUCTURAL ENGINEERING DOCUMENTS.
 (6) WHEN LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATION
 FROM THE ENGINEER OF RECORD'S FIRE PROTECTION SYSTEM
 ENGINEERING DOCUMENT, SUCH LAYOUT DOCUMENTS ARE NOT
 COMPLIANT UNLESS THEY ARE ACCOMPANIED BY REVISED
 ENGINEERING DOCUMENTS MADE AND SEALED BY THE ENGINEER
 OF RECORD FOR THE FIRE PROTECTION SYSTEM.
 (7) REQUIREMENTS FOR ACTIVATION CONTROL SYSTEMS,
 SEQUENCE, OPERATING PARAMETERS, INTERLOCKS, SAFETY
 RELATED DEVICES, INDICATORS AND ALARMS, SHALL BE SHOWN
 ON THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS,
 UNLESS SHOWN ON OTHER RELATED DOCUMENTS.
 (8) ANY INFORMATION DEEMED APPROPRIATE BY THE ENGINEER
 OF RECORD TO ASSIST THE AUTHORITY HAVING JURISDICTION
 IN UNDERSTANDING THE OWNER?S INTENDED USE AND PROPOSED
 PROTECTION OF THE BUILDING OR FACILITY AND TO PROVIDE
 SUFFICIENT DIRECTION TO THE INSTALLATION CONTRACTOR OR
 OTHER INTERESTED PARTIES REGARDING THE LAYOUT OF THE
 SYSTEM(S), SHALL BE INCLUDED IN THE FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.003, AMENDED
 4-2-2000, 6-26-01
  
 61G15-32.004 DESIGN OF WATER BASED FIRE PROTECTION
 SYSTEMS.
 (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT
 ARE NOT LIMITED TO, AUTOMATIC SPRINKLER SYSTEMS OF WET,
 DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE
 CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE
 WATER MAINS AND DEDICATED FIRE PROTECTION WATER
 SOURCES.
 (2) TO ENSURE MINIMUM DESIGN QUALITY IN FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL
 INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN
 APPLICABLE:
 (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER
 SUPPLY AS DEFINED BY 633.021(18) F.S.
 (B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE
 CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING
 STUDY, JUDGMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND
 CONCLUSIONS.
 (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR
 AREA.
 (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE,
 DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR
 EACH SEPARATE 42 HAZARD OCCUPANCY.
 (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS
 MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR
 CIRCULATING; AND IF DEAD-END, THE DISTANCE TO THE
 NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM
 DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY
 DEMANDING DESIGN AREA.
 (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE
 FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO
 CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION,
 STATIC GAUGE PRESSURE AT NO FLOW, FLOW RATE WITH
 RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND
 LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF
 SERVICE.
 (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE
 POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF
 WATER.
 (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF
 RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER
 SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION
 (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE
 LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY
 WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY
 TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND
 THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE
 PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE
 MEASURES.
 (I) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND
 DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS
 INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP.
 (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD
 AND INTERIOR FIRE PROTECTION COMPONENTS.
 (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE
 MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL
 DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING
 APPROVAL AND DOCUMENTATION.
 (4) IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE
 INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE
 OR SHE SHALL BE HELD RESPONSIBLE FOR THE TECHNICAL
 ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE
 CODES, STANDARDS, AND SOUND ENGINEERING PRINCIPLES.
 SPECIFIC AUTHORITY 471.008, 471.033(2), FS
 LAW IMPLEMENTED 471.005(7), 471.033(2), FS
 HISTORY?NEW 5-19-93, FORMERLY 21H-32.004, AMENDED
 4-2-2000, 6-26-01, 7-12-05
  
 PLEASE REVIEW AND SUBMIT EITHER PLAN SHEETS OR A
 WRITTEN NARRATIVE, BOTH SIGNED AND SEALED BY THE EOR
 FOR REVIEW.
  
  
 2) SHEET A 1.1 & A 8.1 - THERE ARE INDICATIONS ON THE
 DOOR SCHEDULE OF NO HARDWARE AND ONE OF THE # 1 WHICH
 SHOWS A LOCKSET.
  
 THE DOOR HARDWARE SHALL COMPLY WITH NFPA 101, CH 7,
 MEANS OF EGRESS, AND PER THE APPLICABLE OCCUPANCY
 CHAPTER.
  
 NFPA CH 12, NEW ASSEMBLY -
  
 12.2.2.2 DOORS.
 12.2.2.2.1 DOORS COMPLYING WITH 7.2.1 SHALL BE
 PERMITTED.
 12.2.2.2.2 ASSEMBLY OCCUPANCIES WITH OCCUPANT LOADS OF
 300 OR LESS IN
 MALLS (SEE 36.4.4.4.2(4) SHALL BE PERMITTED TO HAVE
 HORIZONTAL OR VERTICAL
 SECURITY GRILLES OR DOORS COMPLYING WITH 7.2.1.4.1(3)
 ON THE MAIN
 ENTRANCE/EXITS.
 12.2.2.2.3 ANY DOOR IN A REQUIRED MEANS OF EGRESS FROM
 AN AREA HAVING
 AN OCCUPANT LOAD OF 100 OR MORE PERSONS SHALL BE
 PERMITTED TO BE
 PROVIDED WITH A LATCH OR LOCK ONLY IF THE LATCH OR LOCK
 IS PANIC
 HARDWARE OR FIRE EXIT HARDWARE COMPLYING WITH 7.2.1.7,
 UNLESS
 OTHERWISE PERMITTED BY ONE OF THE FOLLOWING:
 (1) THIS REQUIREMENT SHALL NOT APPLY TO DELAYED-EGRESS
 LOCKS AS
 PERMITTED IN 12.2.2.2.5.
 (2) THIS REQUIREMENT SHALL NOT APPLY TO
 ACCESS-CONTROLLED EGRESS DOORS
 AS PERMITTED IN 12.2.2.2.6.
 12.2.2.2.4 LOCKING DEVICES COMPLYING WITH 7.2.1.5.5
 SHALL BE PERMITTED
 TO BE USED ON A SINGLE DOOR OR A SINGLE PAIR OF DOORS
 IF BOTH OF THE
 FOLLOWING CONDITIONS APPLY:
 (1) THE DOOR OR PAIR OF DOORS SERVE AS THE MAIN EXIT
 AND THE ASSEMBLY
 OCCUPANCY HAS AN OCCUPANT LOAD NOT GREATER THAN 500.
 (2) ANY LATCHING DEVICES ON SUCH A DOOR(S) FROM AN
 ASSEMBLY
 OCCUPANCY HAVING AN OCCUPANT LOAD OF 100 OR MORE ARE
 RELEASED
 BY PANIC HARDWARE OR FIRE EXIT HARDWARE.
  
 NFPA 101, CH 7
  
 7.2.1.7 PANIC HARDWARE AND FIRE EXIT HARDWARE.
 7.2.1.7.1 WHERE A DOOR ASSEMBLY IS REQUIRED TO BE
 EQUIPPED WITH
 PANIC OR FIRE EXIT HARDWARE, SUCH HARDWARE SHALL MEET
 ALL OF THE
 FOLLOWING CRITERIA:
 (1) IT SHALL CONSIST OF A CROSS BAR OR A PUSH PAD, THE
 ACTUATING
 PORTION OF WHICH EXTENDS ACROSS NOT LESS THAN ONE-HALF
 OF THE
 WIDTH OF THE DOOR LEAF.
 (2) IT SHALL BE MOUNTED AS FOLLOWS:
 (A) NEW INSTALLATIONS SHALL BE NOT LESS THAN 34 IN.
 (865 MM),
 AND NOT MORE THAN 48 IN. (1220 MM), ABOVE THE FLOOR.
 (B) EXISTING INSTALLATIONS SHALL BE NOT LESS THAN 30
 IN. (760 MM),
 AND NOT MORE THAN 48 IN. (1220 MM), ABOVE THE FLOOR.
 (3) IT SHALL BE CONSTRUCTED SO THAT A HORIZONTAL FORCE
 NOT TO EXCEED
 15 LBF (66 N) ACTUATES THE CROSS BAR OR PUSH PAD AND
 LATCHES.
 7.2.1.7.2* ONLY APPROVED FIRE EXIT HARDWARE SHALL BE
 USED ON FIRE
 PROTECTION-RATED DOOR ASSEMBLIES. NEW PANIC HARDWARE
 AND NEW
 FIRE EXIT HARDWARE SHALL COMPLY WITH ANSI/UL 305,
 STANDARD FOR
 SAFETY PANIC HARDWARE, AND ANSI/BHMA A156.3, EXIT
 DEVICES.
 7.2.1.7.3 REQUIRED PANIC HARDWARE AND FIRE EXIT
 HARDWARE, IN OTHER
 THAN DETENTION AND CORRECTIONAL OCCUPANCIES AS
 OTHERWISE PROVIDED
 IN CHAPTERS 22 AND 23, SHALL NOT BE EQUIPPED WITH ANY
 LOCKING
 DEVICE, SET SCREW, OR OTHER ARRANGEMENT THAT PREVENTS
 THE RELEASE
 OF THE LATCH WHEN PRESSURE IS APPLIED TO THE RELEASING
 DEVICE.
 7.2.1.7.4 DEVICES THAT HOLD THE LATCH IN THE RETRACTED
 POSITION SHALL
 BE PROHIBITED ON FIRE EXIT HARDWARE, UNLESS SUCH
 DEVICES ARE LISTED
 AND APPROVED FOR SUCH A PURPOSE.
  
 FOR BUSINESS/MERCANTILE
  
 38.2.2.2 DOORS.
 38.2.2.2.1 DOORS COMPLYING WITH 7.2.1 SHALL BE
 PERMITTED.
 38.2.2.2.2* LOCKS COMPLYING WITH 7.2.1.5.5 SHALL BE
 PERMITTED
 ONLY ON PRINCIPAL ENTRANCE/EXIT DOORS
  
 36.2.2.2 DOORS.
 36.2.2.2.1 DOORS COMPLYING WITH 7.2.1 SHALL BE
 PERMITTED.
 36.2.2.2.2* LOCKS COMPLYING WITH 7.2.1.5.5 SHALL BE
 PERMITTED
 ONLY ON PRINCIPAL ENTRANCE/EXIT DOORS.
  
 NFPA 101, CH 7
 7.2.1.5 LOCKS, LATCHES, AND ALARM DEVICES.
 7.2.1.5.1 DOOR LEAVES SHALL BE ARRANGED TO BE OPENED
 READILY FROM
 THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED.
 7.2.1.5.2* THE REQUIREMENT OF 7.2.1.5.1 SHALL NOT APPLY
 TO DOOR
 LEAVES OF LISTED FIRE DOOR ASSEMBLIES AFTER EXPOSURE TO
 ELEVATED
 TEMPERATURE IN ACCORDANCE WITH THE LISTING, BASED ON
 LABORATORY
 FIRE TEST PROCEDURES.
 7.2.1.5.3 LOCKS, IF PROVIDED, SHALL NOT REQUIRE THE USE
 OF A KEY, A
 TOOL, OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM
 THE EGRESS
 SIDE.
 7.2.1.5.4 THE REQUIREMENTS OF 7.2.1.5.1 AND 7.2.1.5.3
 SHALL NOT
 APPLY WHERE OTHERWISE PROVIDED IN CHAPTERS 18 THROUGH
 23.
 7.2.1.5.5 KEY-OPERATED LOCKS.
 7.2.1.5.5.1* EXTERIOR DOOR ASSEMBLIES SHALL BE
 PERMITTED TO HAVE
 KEY-OPERATED LOCKS FROM THE EGRESS SIDE, PROVIDED THAT
 ALL OF THE
 FOLLOWING CRITERIA ARE MET:
 (1) THIS ALTERNATIVE IS PERMITTED IN CHAPTERS 11
 THROUGH 43 FOR
 THE SPECIFIC OCCUPANCY.
 (2) A READILY VISIBLE, DURABLE SIGN IN LETTERS NOT LESS
 THAN 1 IN.
 (25 MM) HIGH ON A CONTRASTING BACKGROUND THAT READS AS
 FOLLOWS IS LOCATED ON OR ADJACENT TO THE DOOR LEAF:
 THIS
 DOOR TO REMAIN UNLOCKED WHEN THE
 BUILDING IS OCCUPIED.
 (3) THE LOCKING DEVICE IS OF A TYPE THAT IS READILY
 DISTINGUISHABLE
 AS LOCKED.
 (4) A KEY IS IMMEDIATELY AVAILABLE TO ANY OCCUPANT
 INSIDE THE
 BUILDING WHEN IT IS LOCKED.
 7.2.1.5.5.2 THE ALTERNATIVE PROVISIONS OF 7.2.1.5.5.1
 SHALL BE PERMITTED
 TO BE REVOKED BY THE AUTHORITY HAVING JURISDICTION FOR
 CAUSE.
  
 PLEASE REVIEW AND PROVIDE SPECIFIC DETAILS THAT ARE IN
 COMPLIANCE WITH THE ABOVE ON THE APPLICABLE DOORS
  
  
  
 3) ELECTRICAL SHEETS - THERE ARE NO INDICATIONS OF EXIT
 LIGHTS AND/OR EMERGENCY LIGHTING PER THE APPLICABLE
 OCCUPANCY CODE
  
 NFPA 101, CH 7
 7.8 ILLUMINATION OF MEANS OF EGRESS.
 7.8.1 GENERAL.
 7.8.1.1* ILLUMINATION OF MEANS OF EGRESS SHALL BE
 PROVIDED IN
 ACCORDANCE WITH SECTION 7.8 FOR EVERY BUILDING AND
 STRUCTURE WHERE
 REQUIRED IN CHAPTERS 11 THROUGH 43. FOR THE PURPOSES OF
 THIS
 REQUIREMENT, EXIT ACCESS SHALL INCLUDE ONLY DESIGNATED
 STAIRS, AISLES,
 CORRIDORS, RAMPS, ESCALATORS, AND PASSAGEWAYS LEADING
 TO AN EXIT. FOR THE
 PURPOSES OF THIS REQUIREMENT, EXIT DISCHARGE SHALL
 INCLUDE ONLY
 DESIGNATED STAIRS, AISLES, CORRIDORS, RAMPS,
 ESCALATORS, WALKWAYS, AND EXIT
 PASSAGEWAYS LEADING TO A PUBLIC WAY.
 7.8.1.2 ILLUMINATION OF MEANS OF EGRESS SHALL BE
 CONTINUOUS DURING THE
 TIME THAT THE CONDITIONS OF OCCUPANCY REQUIRE THAT THE
 MEANS OF EGRESS
 BE AVAILABLE FOR USE, UNLESS OTHERWISE PROVIDED IN
 7.8.1.2.2.
  
 7.9 EMERGENCY LIGHTING.
 7.9.1 GENERAL.
 7.9.1.1* EMERGENCY LIGHTING FACILITIES FOR MEANS OF
 EGRESS SHALL BE
 PROVIDED IN ACCORDANCE WITH SECTION 7.9 FOR THE
 FOLLOWING:
 (1) BUILDINGS OR STRUCTURES WHERE REQUIRED IN CHAPTERS
 11 THROUGH 43
  
 CH 12, NEW ASSEMBLY
  
 12.2.8 ILLUMINATION OF MEANS OF EGRESS. MEANS OF
 EGRESS, OTHER THAN
 FOR PRIVATE PARTY TENTS NOT EXCEEDING 1200 FT2 (112 M2)
 , SHALL
 BE ILLUMINATED IN ACCORDANCE WITH SECTION 7.8.
  
 12.2.9 EMERGENCY LIGHTING.
 12.2.9.1 EMERGENCY LIGHTING SHALL BE PROVIDED IN
 ACCORDANCE WITH
 SECTION 7.9.
  
 CH 38 NEW BUSINESS
  
 38.2.8 ILLUMINATION OF MEANS OF EGRESS. MEANS OF EGRESS
 SHALL
 BE ILLUMINATED IN ACCORDANCE WITH SECTION 7.8.
  
 CH 36 NEW MERCANTILE
  
 36.2.8 ILLUMINATION OF MEANS OF EGRESS. MEANS OF EGRESS
 SHALL
 BE ILLUMINATED IN ACCORDANCE WITH SECTION 7.8.
 36.2.9 EMERGENCY LIGHTING. CLASS A AND CLASS B
 MERCANTILE
 OCCUPANCIES AND MALL BUILDINGS SHALL HAVE EMERGENCY
 LIGHTING
 FACILITIES IN ACCORDANCE WITH SECTION 7.9.
  
 PLEASE REVIEW AND CORRECT AS APPLICABLE
  
  
 4) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 5) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2019-12-16 Cont ID  
Sent By gjohnson Date 2019-12-16 Time 12:39 Rev Time 0.00
Received By gjohnson Date 2019-12-16 Time 12:39 Sent To  
Notes
2019-12-16 13:04:571ST REVIEW:
 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. PROVIDE GAS RISER SHOWING LENGTH OF PIPE TYPE OF
 PIPE SHOW SHUT OFF AND REQUIRED DRIP LEG SHUT OFF
 SHOULD BR LOCKING TYPE. PER WPB AMEND TO FBC 107.2.1
  
 2. PROVIDE SIZING TABLE FROM FBC FG 2017 6TH EDITION.
  
 3. PLACE NOTE ON PLAN SEPARATE PERMIT WILL BE REQUIRED
 TO INSTALL GAS PIPING TO APPLIANCES. PER WPB AMEND TO
 FBC 107.2.1
  
 4. THE MAIN SHUT OFF VALVE SHALL BE LOCKABLE NOTE ON
 PLAN. PER WPB AMEND TO FBC 107.2.1
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-12-18 Cont ID  
Sent By shill Date 2019-12-18 Time 15:39 Rev Time 0.00
Received By shill Date 2019-11-01 Time 15:20 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2019-11-18 Cont ID  
Sent By jwitmer Date 2019-11-18 Time 14:21 Rev Time 0.00
Received By jwitmer Date 2019-11-16 Time 08:31 Sent To  
Notes
2019-11-18 14:21:18IMPACT 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 1 Status N Date 2019-12-10 Cont ID  
Sent By ccole Date 2019-12-10 Time 11:36 Rev Time 0.00
Received By ccole Date 2019-12-10 Time 11:36 Sent To  
Notes
2019-12-10 11:37:11NO MECHANICAL PLANS SUBMITTED FOR THE SHELL BUILDING.
 SEPARATE PERMITS AND PLANS REQUIRED FOR TENANT
 BUILDOUTS.
Review Stop P PLUMBING
Rev No 1 Status F Date 2019-12-16 Cont ID  
Sent By gjohnson Date 2019-12-16 Time 12:29 Rev Time 0.00
Received By gjohnson Date 2019-12-16 Time 12:29 Sent To  
Notes
2019-12-16 13:21:061ST REVIEW:
 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. PROVIDE CIVIL DRAWINGS AS NOTED ON PLAN. PER WPB
 AMEND TO FBC 107.2.1
  
 2. BACKFLKOW DEVISE REQUIRED ON EACH TENETENT SPACE
 SEPARATE PERMITS REQUIRED PLACE NOT ON PLAN. PER WPB
 AMEND TO FBC 107.2.1
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 1 Status F Date 2019-12-16 Cont ID  
Sent By gjohnson Date 2019-12-16 Time 12:30 Rev Time 0.00
Received By gjohnson Date 2019-12-16 Time 12:30 Sent To  
Notes
2019-12-16 12:39:281ST REVIEW:
 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. PROVIDE MANUFACTURE SPECIFICATION AND INSTILLATION
 GUIDE OR PIPING DETAIL. PER WPB AMEND TO FBC 107.2.1
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2019-11-18 Cont ID  
Sent By jwitmer Date 2019-11-18 Time 14:24 Rev Time 0.00
Received By jwitmer Date 2019-11-18 Time 14:21 Sent To  
Notes
2019-11-18 14:24:111) 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)(D) ROOFING PRODUCTS AND ASSEMBLIES INCLUDING ROOF
 TOP INSULATION.
  
 2) 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..
  
 3) ) 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.
  
 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 SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2019-12-18 Cont ID  
Sent By shill Date 2019-12-18 Time 15:37 Rev Time 0.00
Received By shill Date 2019-12-18 Time 15:33 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2019-11-27 Cont ID  
Sent By jroach Date 2019-11-27 Time 09:20 Rev Time 0.00
Received By jroach Date 2019-11-27 Time 09:20 Sent To  
Notes
2019-11-27 09:21:00ZONING PLAN REVIEW
 ________________________________________
  
 DATE OF REVIEW: 11.27.20119
 PERMIT NO.: 19101624
 ________________________________________
  
 REVIEW STATUS: FAILED
 ________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, A MAJOR
 AMENDMENT TO THE TARGET COMMERCIAL PLANNED DEVELOPMENT
 (CPD) SHALL BE APPROVED BY THE CITY COMMISSION; THIS
 APPLICATION HAS ALREADY BEEN SUBMITTED TO THE PLANNING
 DIVISION AND IS GOING THROUGH THE REVIEW PROCESS. ALL
 BUILDING PLANS WILL NEED TO MATCH THOSE THAT ARE
 APPROVED AS PART OF THE CPD AMENDMENT PROCESS.
 ________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 TTY: 800.955.8771
 E: [email protected]
  
 W: WPB.ORG
  


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