Plan Review Details - Permit 18100354
Plan Review Stops For Permit 18100354
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2019-07-10 Cont ID  
Sent By pvalenti Date 2019-07-10 Time 10:01 Rev Time 0.00
Received By pvalenti Date 2019-07-10 Time 10:01 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2019-05-06 Cont ID  
Sent By shill Date 2019-05-06 Time 14:24 Rev Time 0.00
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Notes
2019-05-06 14:24:37REDLINED AS PER ARCHITECT'S EMAIL
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2019-05-06 Cont ID  
Sent By shill Date 2019-05-06 Time 13:53 Rev Time 0.00
Received By shill Date 2019-05-06 Time 07:03 Sent To  
Notes
2019-05-06 13:53:32****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 1. FBC 1609, SHEET CS-1 DECLARES EXPOSURE C, SHEET A3.0
 STATES THIS IS EXPOSURE B. NOTE THAT THIS APPEARS TO BE
 IN EXPOSURE C DUE TO THE PATCH CONDITION TO THE
 NORTHEAST. DESIGN PRESSURES APPEAR LOW (A-3.0). FOR
 INSTANCE, 21 SF, ZONE 5, +29.7/-38.7 PER PLAN; TABLE
 FOR EXPOSURE C, ZONE 5, MRH 20' REQUIRES +40.4/-54.1.
 CALCULATIONS MAY BE REQUIRED.
  
 SEE ALSO STRUCTURAL PAGE F4, EXPOSURE C WITH DESIGN
 PRESSURE OF +36/-48 REQUIRED FOR 10 SF.
  
 ARCHITECT WAS CONTACTED REGARDING A REDLINE.
  
 2. SHEET A1.1 HAS DETAILS FOR THE BREAK ROOM; THIS
 SHEET HAS BEEN VOIDED.
  
 3. THIS PERMIT WILL BE ISSUED WITH PROVISO:
  
 A) ART IN PUBLIC PLACES: APPLICATION REQUIRED WITHIN 90
 DAYS AFTER PERMIT ISSUANCE.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-12-13 Cont ID  
Sent By jwitmer Date 2018-12-13 Time 11:32 Rev Time 0.00
Received By jwitmer Date 2018-12-10 Time 13:54 Sent To  
Notes
2018-12-13 11:32:042017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 18100354
 ADD: 3215 S DIXIE HWY
 CONT: TBD/ TO BE DETERMINED
 TEL: ????????????
 E-MAIL: CONTACT:
 [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: TUES. DEC. 11/ 2018
 ACTION: DENIED
  
  
 1) BEFORE A PERMIT CAN BE ISSUED EITHER A CERTIFIED
 BUILDING CONTRACTOR (CBC), A CERTIFIED GENERAL
 CONTRACTOR (CGC) OR A PALM BEACH COUNTY LICENSED
 CONTRACTOR WITH APPROPRIATE LICENSURE WILL NEED TO
 APPLY FOR PERMIT WITH QUALIFIER?S SIGNATURE ON THE
 PERMIT APPLICATION. 105.3.1 ACTION ON APPLICATION, 2017
 WEST PALM BEACH ADMINISTRATIVE CODE.
  
 2) THE PERMIT FEE WAS SCRATCHED THROUGH AND A NEW
 REDUCED VALUE WAS ASSIGNED TO THE PROJECT. THE
 CALCULATED VALUE OF THE PROJECT IS $961,934.00 DOLLARS
 IN VALUE.
 109.3* 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 ON THE CONTRACTORS
 LETTER HEAD AND SUBTRACT THESE LINE ITEMS AND THEIR
 VALUE FROM THE OVERALL BUILDING VALUE STATED ON THE
 PERMIT APPLICATION FOR THIS PROJECT. THE REMAINING
 BALANCE WILL BE AFFECTIVELY THE VALUE OF THE BUILDING
 YOU WILL BE PAYING FOR THIS PERMIT. THE BUILDING
 DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR THE VALUE
 OF THESE SUB-PERMITS NOT COVERED UNDER THE PRIME OR
 MASTER PERMIT.
  
 3) 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]
 4) SHEET 01-CS-1 COVER SHEET. THE COVER SHEET BUILDING
 CODE INFO:
 4A) THE BUILDING CODE INFORMATION INDICATES THE
 OCCUPANCY TYPE AS A GROUP S-2 OCCUPANCY, IS THIS USE
 FOR STORAGE OF AUTOMOBILES OR IS THIS USEAGE FOR
 AUTOMOBILE REPAIR SHOP. THE LIFE SAFETY PLAN SHOWS A
 LOUNGE IN THIS BUILDING, IT WOULD APPEAR THIS MAYBE A
 MOTOR VEHICLE SHOWROOM WHICH WOULD MAKE THE OCCUPANCY
 TYPE BUSINESS, SEE 2017 FBC-B 304.1. 107.2.1.2
 ADDITIONAL INFORMATION IS REQUIRED TO DETERMINE
 OCCUPANCY TYPE.
 4B) LIST OF STRUCTURAL MATERIALS OF BUILDING. BUILDING
 CONSTRUCTION TYPE LISTED IS TYPE II-A. PLEASE REVIEW IN
 THE 2017 FBC-B TABLE 601, PRIMARY STRUCTURAL FRAME,
 THIS FRAMING MEMBER IS MISSING FROM THE STRUCTURAL
 ELEMENTS THIS WOULD BE FOR BOTH WALL AND ROOF FRAMING
 MEMBERS. FOR A TYPE II-A BUILDING 1 HOUR
 FIRE-RESISTANCE RATING IS REQUIRED FOR THIS BUILDING
 ELEMENT. THE STRUCTURAL MATERIALS LIST ALSO LIST ROOF
 SUPPORTING STRUCTURE/ UNPROTECTED. PLEASE REFER BACK TO
 TABLE 601 PRIMARY STRUCTURAL FRAME REQUIRES 1 HOUR FIRE
 RESISTANCE RATING WHEREAS UNDER THE HEADING ROOF
 CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS HOUR WITH
 FOOTNOTES B & C. PLEASE PROVIDE THE MEAN ROOF HEIGHT.
 PLEASE ALSO SEE FOOTNOTE (F) NOT LESS THAN THE
 FIRE-RESISTANCE RATING AS REFERENCED IN SECTION 704.10
 704.10 EXTERIOR STRUCTURAL MEMBERS. LOAD-BEARING
 STRUCTURAL MEMBERS LOCATED WITHIN THE EXTERIOR WALLS OR
 ON THE OUTSIDE OF A BUILDING OR STRUCTURE SHALL BE
 PROVIDED WITH THE HIGHEST FIRE-RESISTANCE RATING AS
 DETERMINED IN ACCORDANCE WITH THE FOLLOWING:
 1 .AS REQUIRED BY TABLE 601 FOR THE TYPE OF BUILDING
 ELEMENT BASED ON THE TYPE OF CONSTRUCTION OF
 THE BUILDING;
 2. AS REQUIRED BY TABLE 601 FOR EXTERIOR BEARING WALLS
 BASED ON THE TYPE OF CONSTRUCTION; AND
 3. AS REQUIRED BY TABLE 602 FOR EXTERIOR WALLS BASED ON
 THE FIRE SEPARATION DISTANCE.
  
 4C) PLEASE PROVIDE A SURVEY WITH THE PROPOSED BUILDING
 LAYOUT WITH DIMENSIONS TO THE PROPERTY LINES AND
 DISTANCE BETWEEN THE EXISTING BUILDING AND THE PROPOSED
 BUILDING. PLEASE ALSO PROVIDE AN ASSUMED PROPERTY LINE
 BETWEEN THE 2 BUILDINGS WITH DISTANCE FROM BOTH
 BUILDINGS TO THE ASSUMED PROPERTY LINE.
 PROVIDE FOR THE WEST EXPOSURE OF THE EXISTING BUILDING
 THE WALL AREA AND AREA OF UNPROTECTED OPENINGS AND THE
 PERCENTAGE OF OPENINGS. PLEASE ALSO INDICATE IF THE
 EXISTING BUILDING IS FIRE SPRINKLERED? FOR THE NEW
 BUILDING PLEASE PROVIDE FOR THE EASTERN EXPOSURE OF THE
 BUILDING THE WALL AREA AND AREA OF UNPROTECTED OPENINGS
 AND THE PERCENTAGE OF OPENINGS.
 2017 FBC-B TABLE 602 & TABLE 705.8 ALLOWABLE OPENINGS
 BASED ON FIRE SEPARATION DISTANCE.
  
 4D) THE COVERSHEET INDICATES UNDER THE CONSTRUCTION
 TYPE II-A (SI); 156,000 SF ALLOWABLE THIS IS WITH FIRE
 SPRINKLER INCREASES AND ON THE LIFE SAFETY SHEET THE
 SEPARATION OF EXITS TAKEN AT 1/3 THE DIAGONAL DISTANCE
 IS ALSO TAKEN WHEN THERE ARE FIRE SPRINKLERS. THE LIFE
 SAFETY PLAN ALSO STATES THAT FIRE SPRINKLERS ARE
 REQUIRED BUT NO FIRE SPRINKLER PLANS WERE PROVIDED.
 2017 W. P. B. AMENDMENTS TO CHAPTER 1.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 5. FIRE SUPPRESSION SYSTEMS SHALL INCLUDE:
 SCHEMATIC FIRE SPRINKLERS
 PRE-ENGINEERED SYSTEMS
 FLORIDA ADMINISTRATIVE CODE 61G15-32.003 COMMON
 REQUIREMENTS FOR FIRE PROTECTION ENGINEERING
  
 5) LIFE SAFETY PLAN:
 5A) SAME COMMENT AS 4A. THE BUILDING CODE INFORMATION
 INDICATES THE OCCUPANCY TYPE AS A GROUP S-2 OCCUPANCY,
 IS THIS USE FOR STORAGE OF AUTOMOBILES OR IS THIS
 USEAGE FOR AUTOMOBILE REPAIR SHOP. THE LIFE SAFETY PLAN
 SHOWS A LOUNGE IN THIS BUILDING, IT WOULD APPEAR THIS
 MAYBE A MOTOR VEHICLE SHOWROOM WHICH WOULD MAKE THE
 OCCUPANCY TYPE BUSINESS, SEE 2017 FBC-B 304.1.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED TO
 DETERMINE OCCUPANCY TYPE. THE LIFE SAFETY REQUIREMENTS
 MAY CHANGE.
  
 5B) PLEASE NOTE THE BUILDING CONSTRUCTION TYPE ON THIS
 SHEET IS LISTED AS TYPE II-B NOT II-A AS ON THE
 COVERSHEET. DISCREPANCY IN PLANS. 107.2.1.2.
  
 5C) BUILDING HEIGHT NEEDS TO BE GIVEN AT THE MEAN ROOF
 HEIGHT. 2017 FBC-B SECTION TABLE 1609.7(2) ADJUSTMENT
 FACTORS FOR HEIGHT & EXPOSURE. PROVIDE THE MEAN ROOF
 HEIGHT FOR THE BUILDING.
  
 5D) NOTE: OCCUPANCY LOADS MAY CHANGE ON OCCUPANCY TYPE
 FBC-B TABLE 1004.1.2.
  
 6) 11-A-1-1 TOILET ROOM:
  
 6A) DETAIL # 1. THE ACCESSIBLE SHOWER IS SHOWN TO BE
 3-0 FEET X 3-0 FEET AND THE WALL DIRECTLY BEHIND THE
 SEAT BEING 3 FOOT 2 INCHES IN LENGTH. PLEASE NOTE AS
 DEPICTED THE SEAT DOES NOT EXTEND TO THE FRONT OF THE
 SHOWER ENCLOSURE. SECTION 610.3 OF THE 2017
 FBC-ACCESSIBILITY CODE REQUIRES THE SEAT TO BE WITHIN 3
 INCHES OF THE COMPARTMENT ENTRY FOR TRANSFER TYPE
 SHOWERS.
  
 6B) DETAIL # 8. THE PLANS INDICATE THE GRAB BAR TO BE
 34 INCHES TO THE TOP OF THE GRAB BAR. THERE IS A
 SECONDARY NOTE INDICATING 33 TO 36 INCHES TO CENTER
 ALLOW. SINCE THE 2010 FBC-B ACCESSIBILITY CODE REQUIRES
 THE POSITION OF THE GRAB BAR TO BE MEASURED FROM THE
 TOP OF THE GRIPPING SURFACE, NOT CENTERLINE. ACCESS.
 CODE 609.4. GRAB BARS SHALL BE INSTALLED IN A
 HORIZONTAL POSITION, 33 INCHES (840 MM) MINIMUM AND 36
 INCHES (915 MM) MAXIMUM ABOVE THE FINISH FLOOR MEASURED
 TO THE TOP OF THE GRIPPING SURFACE?
  
 6C) DETAIL # 8. PLEASE NOTE THE MIRROR AS DEPICTED IS
 MEASURED FROM THE BOTTOM OF THE MIRROR FRAME NOT THE
 BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND.
  
 6D) DETAILS 4 & 7 SHOW A COUNTER TOP WITH OVERHANG THAT
 CAN BE USED FOR CONSUMPTION OF EITHER FOOD OR DRINK.
 2017 FBC-ACCESS. CODE WHERE CONSUMPTION OF FOOD OR
 DRINK, AT LEAST 5 PERCENT OF THE SEATING SPACES AND
 STANDING SPACES AT THE DINING SURFACES SHALL COMPLY
 WITH 902.
  
 6D)(1)) 902.1 .DINING SURFACES AND WORK SURFACES SHALL
 COMPLY WITH 902.2 AND 902.3. ADVISORY 902.1 GENERAL.
 DINING SURFACES INCLUDE, BUT ARE NOT LIMITED TO, BARS,
 TABLES, LUNCH COUNTERS, AND BOOTHS. EXAMPLES OF WORK
 SURFACES INCLUDE WRITING SURFACES, STUDY CARRELS,
 STUDENT LABORATORY STATIONS, BABY CHANGING AND OTHER
 TABLES OR FIXTURES FOR PERSONAL GROOMING, COUPON
 COUNTERS, AND WHERE COVERED BY THE ABA SCOPING
 PROVISIONS, EMPLOYEE WORK STATIONS.
  
 6D)(2) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR
 SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD
 APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 6D)(3) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND
 WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 7) SHEET 12-A-1-0 FLOOR PLAN.
  
 7A) PLEASE NOTE THE ENVELOPE COMPLIANCE CERTIFICATE
 VERSES SHEET 14-A-3.0 EXTERIOR ELEVATIONS DOOR AND
 WINDOW SCHEDULE. PLEASE NOTE FOR THE EAST ELEVATION IN
 THE ENVELOPE COMPLIANCE CERTIFICATE DOOR 1 & 2 ARE BOTH
 LISTED AS 80 SQ. FT. WHEREAS THE EXTERIOR DOOR SCHEDULE
 LIST THE ROLL-UP DOOR TO BE 10 FEET X 14 FEET OR 140
 SQ. FT. PLEASE CORRECT THE DISCREPANCY BETWEEN THE 2
 DOCUMENTS. 107.2.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 7B) SHEETS 12-A-1-0 ARCHITECTURAL FLOOR PLAN, SHEET 55
 THE LIFE SAFETY FLOOR PLAN BOTH SHOW TO ROLL-UP GARAGE
 DOORS WHEREAS SHEET 28SS-E2 FLOOR PLAN ONLY INDICATE
 THE 2 FRAMED OPENINGS 10? X 14? OPENINGS IN THE
 ACCESSORY SCHEDULE. DISCREPANCY IN PLANS, ADDITIONAL
 INFORMATION IS REQUIRED. 107.2.1.2.
  
 7C) SHEET 22SS-E2 STRUCTURAL FLOOR PLAN UNDER THE
 HEADING OF COVERINGS INDICATES THE ROOF AND COLOR TO BE
 TBD (TO BE DETERMINED) SIGNATURE 300 COLOR, PLEASE
 PROVIDE THE ROOF COLOR AND COMPLIANCE WITH AT HIGH
 ALBEDO ROOF REQUIREMENT FOUND WITHIN THE ENVELOPE
 COMPLIANCE CERTIFICATE PAGE 1 OF 2, ENVELOPE ASSEMBLIES
 FOOTNOTE (D):
  
 7C)(1) 3-YEAR AGED SOLAR REFLECTIVE VALUE > = 0.55
 THERMAL EMITTANCE
  
 7C)(2) 3-YEAR AGED SOLAR REFLECTIVE VALUE > = 0.75.
  
 7D) WITHIN THE ENVELOPE COMPLIANCE CERTIFICATE PAGE 1
 OF 21, ENVELOPE ASSEMBLIES FOOTNOTE ( C ) SHOW
 COMPLIANCE WITH:
 ENVELOPE COMPLIANCE CERTIFICATE, ENVELOPE CERTIFICATE
 FOOTNOTE ( C ) THERMAL SPACER BLOCK WITH R-3.5 MUST BE
 INSTALLED ABOVE THE PURLIN/ BATT, AND THE ROOF DECK
 SECURED TO THE PURLINS. PLEASE SHOW HOW COMPLIANCE WILL
 BE ACHIEVED. 107.2.1.2. ADDITIONAL INFORMATION IS
 REQUIRED.
  
 7E) WITHIN THE ENVELOPE COMPLIANCE CERTIFICATE PAGE 1
 OF 21, ENVELOPE ASSEMBLIES THE EAST WALL DOOR 1 & 2
 BOTH INDICATE THEY ARE INSULATED, THE SUBMITTED NOA
 18-0801.01 REVIEWED BY THE ARCHITECT DOES NOT INDICATE
 THE INSULATION NOR THE PROPOSED U-FACTOR. SHOW
 COMPLIANCE WITH THE VALUES PROVIDED WITH IN THE ENERGY
 REPORT. 107.2.1.2 ADDITIONAL INFORMATION REQUIRED FOR
 CODE COMPLIANCE. THIS REPORT DOES NOT SHOW COMPLIANCE
 WITH THE ENERGY DOCUMENTS SUBMITTED REQUIRING A U
 FACTOR OF0.131. THIS MAY VARY WITH THE LARGER 140 SQ.
 FEET DOOR. 2017 ENERGY CODE C104.2(3).
  
 7F) WITHIN THE ENVELOPE COMPLIANCE CERTIFICATE PAGE 1
 OF 21, ENVELOPE ASSEMBLIES THE EAST WALL DOOR 3 & 4
 BOTH INDICATE THEY ARE INSULATED, THE SUBMITTED FLORIDA
 APPROVAL FL4553-R11 REVIEWED BY THE ARCHITECT INDICATES
 ON PAGE 2 OF 27 THESE DOORS ARE HOLLOW CORE METAL
 DOORS, PLEASE PROVIDE THE PROPOSED U-FACTOR. SHOW
 COMPLIANCE WITH THE VALUES PROVIDED WITH IN THE ENERGY
 REPORT. 107.2.1.2 ADDITIONAL INFORMATION REQUIRED FOR
 CODE COMPLIANCE. . 2017 ENERGY CODE C104.2(3).
  
 8) PRODUCT APPROVALS:
  
 8A) PRODUCT APPROVALS THE PRESSURES CANNOT BE
 DETERMINED AT THIS TIME FOR VARIOUS REASONS. NEITHER
 THE ARCHITECTURAL SHEETS NOR THE E SHEETS PROVIDE A
 COMPONENTS AND CLADDING CHART FOR THE WALL OPENINGS
 INTERIOR ZONE (4) AND WALL END ZONE (5) NOR THE ROOF
 ZONES, (1), (2) AND (3). THIS CHART SHOULD BE
 PREFERABLY IN VASD SINCE MOST PRODUCT APPROVALS ARE
 SHOWN IN VASD. CHART SHOULD SHOW PRESSURES IN EFFECTIVE
 WIND AREA OF 10 SQ. FT., 20 SQ. FT., 50 SQ. FT. & 100
 SQ. FT. 2017 FBC-B 1609.6 OR ASCE 7-10 CHAPTER 30 FOR
 COMPONENTS AND CLADDING.
  
 8B) PLEASE NOTE ON THE COVERSHEET UNDER THE HEADING
 LIST OF DRAWINGS IT IS NOTED THAT THE DRAWINGS INCLUDED
 BUT NOT UNDER THE ARCHITECTS DIRECTION. IF NOT UNDER
 THE ARCHITECTS DIRECTION WHO IS IN CHARGE OF ALL OF THE
 PLANS TO COORDINATE THE DESIGN AND PLANS ?
  
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC...
 61G1-23.015 RESPONSIBLE SUPERVISING CONTROL OVER
 ARCHITECTURAL PRACTICE OUTSIDE OF THE ARCHITECTS?
 OFFICE (OTHER ARCHITECTS).
 FOR ANY STRUCTURAL PLANS DESIGNED BY AN ENGINEER THE
 ARCHITECT OF RECORD SHOULD APPLY THEIR SHOP DRAWING
 STAMP OF APPROVAL, REVIEWED, OR REVIEWED AS NOTED OR
 DENIED.
  
 8C)(1) THE SUBMITTED NOA 18-0801. 01 REVIEWED BY THE
 ARCHITECT DOES NOT INDICATE WHICH SERIES OF DOORS
 (610/611/620/621) ARE TO BE INSTALLED ON THIS PROJECT.
 THE SECOND ISSUE IS THE ARCHITECT HAS NOT ELECTED TO
 INDICATE THE SLAT GAUGE OPTION FOUND ON SHEET 1 OF 2.
 ONLY ONE GAUGE OPTION HAS BEEN TESTED IN ACCORDANCE
 WITH THE MIAMI-DADE PROTOCOLS TAS 201-94, TAS 202-94
 AND TAS 203-94. 2017 FBC-B 1609.6. 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED FOR CODE COMPLIANCE.
  
 8D)(1) THE FLORIDA APPROVAL REVIEWED BY THE DESIGNER OF
 RECORD AND SUBMITTED FL#4553-R11 LIST ZHCW.R27575 SWING
 DOORS, EXTERIOR INDICATES VARIOUS MODEL AND SIZES.
 PLEASE CIRCLE THE MODEL AND DESIGN LOAD IN PSF. 2017
 FBC-B 1609.6 OR ASCE 7-10 CHAPTER 30 FOR COMPONENTS AND
 CLADDING.
 8D)(2) PLEASE ALSO NOTE THE SUBMITTED FL#4553-R11 MAY
 REQUIRE A FIRE RATING DEPENDING ON THE ASSUMED PROPERTY
 LINE AND ALLOWABLE OPENINGS. IF A FIRE RATING WOULD BE
 REQUIRED BY FBC-B TABLE 602 AND TABLE 705.8 PLEASE
 PROVIDE THE PROPER UL FIRE FILE SEE APPROVAL FOR THE
 UL?S FOLLOW-UP SERVICE PROGRAM. 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED FOR CODE COMPLIANCE.
  
 8E) (1) THE SUBMITTED ROOFING NOA: 13-0425.14 HAS BEEN
 SUPERSEDED TWICE, 15-0505.28 AND THE CURRENT NOA:
 18-0312.07 PLEASE UPDATE TO THE CURRENT NOA. 107.2.1.2
 ADDITIONAL INFORMATION IS REQUIRED FOR CODE COMPLIANCE.
 8E)(2) THE SUBMITTED ROOFING NOA: 13-0425.14 HAS BEEN
 SUPERSEDED TWICE, 15-0505.28 AND THE CURRENT NOA:
 18-0312.07 WILL NEED TO SHOW (CIRCLE) IF THE EAVE IS TO
 BE A FIXED EAVE OR FLOATING EAVE, FIXED END CAP OF
 FLOATING END CAP AND PAGE 13 OF 13 LIST 3 SIZES OF THIS
 PRODUCT 24 GAUGE DOUBLE LOCK STANDING SEAM IN 12 INCH,
 18 INCH AND 24 INCH WIDE PANELS. 2017 FBC-B 1609.6 OR
 ASCE 7-10 CHAPTER 30 FOR COMPONENTS AND CLADDING.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED FOR CODE
 COMPLIANCE.
  
 8E)(3) TO DATE THE CITY HAS NOT SEEN ANY DOCUMENTATION
 IF THE ENGINEER ASSOCIATED WITH MESCO BUILDING
 SOLUTIONS INTENDS TO TAKE OR QUALIFIES TO TAKE FOR LOAD
 COMBINATIONS THAT INCLUDE UPLIFT, THE NOMINAL WIND LOAD
 THAT WOULD ALLOW TO BE MULTIPLIED BY 0.67 PROVIDED THE
 TESTED SYSTEM AND WIND LOAD EVALUATION IS SATISFIED.
 2017 FBC-B 2211.5 ROOF SYSTEM DESIGN AISI S100.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED FOR CODE
 COMPLIANCE.
  
 8E)(4) THE SUBMITTED ROOFING NOA: 13-0425.14 HAS BEEN
 SUPERSEDED TWICE, 15-0505.28 AND THE CURRENT NOA:
 18-0312.07 PAGE 10 0F 10 SHOWS DOUBLELOCK PANELS AND
 NOTES FOR 12 INCH, 18 INCH AND 24 INCH WIDE PANELS WITH
 BENDING MOMENT AT SUPPORTS AND BENDING MOMENT OF PANEL
 BETWEEN SUPPORTS PANEL REACTION AT SUPPORTS AND THE
 ALLOWABLE DEFLECTION OF PANEL ALL IN FT-LBS/ FT.
 NOWHERE IN THIS REPORT IS THE PRESSURES GIVEN IN VASD.
 IN TALKING WITH THE ENGINEER FOR THE ROOF PRODUCT
 APPROVAL MIAMI-DADE REQUESTED THE RESULT OF TEST IN
 FT-LBS./ FT. A ENGINEER OR QUALIFIED ARCHITECT CAN
 CONVERT THE FT. LBS./ FT. INTO PSF. THERE IS A NOTE FOR
 DOES INDICATE AS APPLICABLE DESIGN PRESSURES AS
 DETERMINED FROM AND ASCE 7-10 MUST BE MULTIPLIED BY
 0.60. PLEASE PROVIDE THE VULT PRESSURES IN PSF. 2017
 FBC-B 1609.6 OR ASCE 7-10 CHAPTER 30 FOR COMPONENTS AND
 CLADDING. 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED
 FOR CODE COMPLIANCE.
  
 8E)(5) THE SUBMITTED ROOFING NOA: 13-0425.14 HAS BEEN
 SUPERSEDED TWICE, 15-0505.28 AND THE CURRENT NOA:
 18-0312.07 PAGE 10 0F 10 SHOWS DOUBLELOCK PANELS AND
 THE STATEMENT THIS ROOF PANEL IS APPROVED FOR A MAXIMUM
 SPAN OF 5 FEET. PLEASE NOTE THE PRODUCT APPROVAL DOES
 NOT GIVE THE VALUE IF THE SPAN IS LESS LET?S SAY 2
 FEET, THEN YOU COULD INTERPOLATE BETWEEN THE 2 VALUES,
 2 FEET AND 5 FEET. WE SEE MANY TEST REPORTS OR THE
 ACTUAL TEST FROM THE MANUFACTURER GIVES THESE VALUES. .
 2017 FBC-B 1609.6 OR ASCE 7-10 CHAPTER 30 FOR
 COMPONENTS AND CLADDING. 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED FOR CODE COMPLIANCE.
  
 8F) PLEASE NOTE THE WALL PANEL SYSTEM UPLOADED INTO THE
 SYSTEM IS NOT A PRODUCT APPROVAL, JUST ENGINEERING. THE
 FLORIDA STATUTE 553.8.4.2 REQUIRES PRODUCT EVALUATION,
 3RD PARTY CERTIFICATION AND APPROVAL FOR PRODUCTS TO BE
 APPROVED IN FLORIDA. THE MOST COMMON ARE MIAMI-DADE
 NOA?S OR FLORIDA APPROVALS. FOR LOCAL PRODUCT APPROVALS
 FLORIDA STATUTE 553.8425 GIVES THAT AUTHORITY TO THE
 LOCAL JURISDICTION. THE CITY OF WEST PALM BEACH USES
 THE SAME CRITERIA AS THE STATE AND MUST BE SUBMITTED
 UNDER SEPARATE COVER TO BE REVIEWED BY THE BUILDING
 OFFICIAL FOR APPROVAL.
  
 8F)(1) THE SUBMITTED METAL ROOF AND WALL SYSTEMS BY
 MBCI WALL PANEL AVP PANEL HAD NOT BEEN REVIEWED BY THE
 DESIGNER OF RECORD. 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..
  
 8F)(2) THE SUBMITTED METAL ROOF AND WALL SYSTEMS BY
 MBCI WALL PANEL AVP PANEL WILL ALSO NEED TO SUPPLY A
 RANGE OF PRESSURES, GIVEN NEGATIVE PRESSURES AT 2 FOOT
 AND 8 FEET BETWEEN SPAN OF GIRTS. PLEASE PROVIDE
 PRESSURES WHEN GIRTS ARE PLACED AT 3, 4, 5, 6, AND 7
 FEET CENTERS. PLEASE NOTE THERE IS ONLY ONE SET OF
 VALUES GIVEN WITH FASTENING LAYOUT. IN THE WALL END
 ZONES ADDITIONAL GIRTS MAYBE REQUIRED BETWEEN THE
 CORNER COLUMN AND THE 1ST COLUMN IN FROM THE CORNERS
 FOR THE HIGHER PRESSURES IN WALL ZONE 5. THIS IS STILL
 A UNKNOWN.
  
 9A) SHEET 14-A3.0 THE REAR, LEFT SIDE AND RIGHT SIDE OF
 THE BUILDING SHOW WALL LOUVERS WITHIN THE METAL WALL
 CLADDING. PLEASE SHOW COMPLIANCE WITH:
 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 (B) WALL LOUVERS
  
 9B) 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..
  
 10) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF
 PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR
 REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE
 OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST
 PALM BEACH, FL. THE ACTUAL PERMIT SET OF PLANS MUST BE
 STAMPED BY THAT OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION. PLEASE CALL
 (561)233-5025 FOR MORE INFORMATION.
  
 11) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. 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, 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 3 Status P Date 2019-07-09 Cont ID  
Sent By jpearson Date 2019-07-09 Time 10:04 Rev Time 0.00
Received By jpearson Date 2019-07-09 Time 10:04 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2019-04-26 Cont ID  
Sent By jpearson Date 2019-04-26 Time 15:46 Rev Time 0.00
Received By jpearson Date 2019-04-26 Time 15:46 Sent To  
Notes
2019-04-26 15:46:35CODES 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.
  
 PREVIOUS COMMENTS THAT HAVE BEEN ADDRESSED
 SATISFACTORILY ARE MARKED AS CORRECTED. PREVIOUS
 COMMENTS THAT HAVE NOT BEEN ADDRESSED SATISFACTORILY
 HAVE ADDITIONAL COMMENTS IN PARENTHESES. ANY NEW
 COMMENTS WILL BE LISTED AFTER PREVIOUS COMMENTS.
  
 1. LOAD CALCULATION SHOWS A DEMAND LOAD FOR KITCHEN
 EQUIPMENT AT 50%. I SEE NO KITCHEN EQUIPMENT THAT WOULD
 QUALIFY FOR A DEMAND LOAD REDUCTION. ALSO, A REDUCTION
 OF 50% FOR KITCHEN EQUIPMENT DOES NOT EXIST. PROVIDE
 CORRECTION. NEC 220.56 (THE LOAD CALCULATION IS STILL
 INCORRECT. THE DEMAD FACTOR APPLIED FOR RECEPTACLE
 LOADS IS NOT PERMITTED FOR ALL OF THESE LOADS. SOME OF
 THESE ARE NOT STANDARD RECEPTACLES FIGURED AT 180 VA
 PER STRAP. THE MOTOR LOADS SHOULD BE CALCULATED PER NEC
 220.14(C). PROVIDE CORRECTION.)
 2. CORRECTED.
 3. CORRECTED.
 4. CORRECTED.
 5. CORRECTED.
 6. PROVIDE CLARIFICATION FOR FIRE SPRINKLER FEED, WILL
 THERE BE A FIRE SPRINKLER PUMP, OR IS THE WATER
 PRESSURE FROM CITY ACCEPTABLE AND A FIRE PUMP WILL NOT
 BE REQUIRED? IF FIRE PUMP REQUIRED, INCLUDE ELECTRICAL
 DETAILS. WPB FBC 107.2.1 (QUESTION NOT ANSWERED. AS THE
 REQUIREMENTS FOR A FIRE PUMP WOULD CHANGE THE DESIGN OF
 THE ELECTRICAL SERVICE, THIS INFORMATION IS REQUIRED.)
 7. CORRECTED.
  
 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 E ELECTRICAL
Rev No 1 Status F Date 2018-11-08 Cont ID  
Sent By jpearson Date 2018-11-08 Time 15:50 Rev Time 0.00
Received By jpearson Date 2018-11-08 Time 12:36 Sent To  
Notes
2018-11-08 15:50:16CODES 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. LOAD CALCULATION SHOWS A DEMAND LOAD FOR KITCHEN
 EQUIPMENT AT 50%. I SEE NO KITCHEN EQUIPMENT THAT WOULD
 QUALIFY FOR A DEMAND LOAD REDUCTION. ALSO, A REDUCTION
 OF 50% FOR KITCHEN EQUIPMENT DOES NOT EXIST. PROVIDE
 CORRECTION. NEC 220.56
 2. PROVIDE INTERSYSTEM BONDING TERMINATION POINT AT
 SERVICE. SHOW ON PLAN. NEC 250.94
 3. PROVIDE GFCI PROTECTION FOR ALL RECEPTACLE OUTLETS
 IN GARAGE, INCLUDING CORD REELS. NEC 511.12
 4. PROVIDE GFCI PROTECTION FOR ALL RECEPTACLE OUTLETS
 WITHIN 6 FEET OF A SINK. NEC 210.8
 5. GENERAL NOTE 1 ON SHEET E4.0 STATES THAT ALL
 CONDUITS SHALL BE RUN IN CAVITY OF PURLIN. THIS IS A
 CODE VIOLATION. PROVIDE CORRECTION. NEC 300.4(E)
 6. PROVIDE CLARIFICATION FOR FIRE SPRINKLER FEED, WILL
 THERE BE A FIRE SPRINKLER PUMP, OR IS THE WATER
 PRESSURE FROM CITY ACCEPTABLE AND A FIRE PUMP WILL NOT
 BE REQUIRED? IF FIRE PUMP REQUIRED, INCLUDE ELECTRICAL
 DETAILS. WPB FBC 107.2.1
 7. BE ADVISED THAT FIRE ALARM, LOW VOLTAGE SYSTEMS,
 DAS, LIGHTNING PROTECTION, GENERATORS, COMMERCIAL HOOD
 SYSTEMS, WALK IN COOLERS, SIGNS, SITE LIGHTING, AND
 SWIMMING POOLS (WHERE APPLICABLE) ARE NOT INCLUDED IN
 THE SCOPE OF THIS PLAN REVIEW. PROVIDE A BLOCK NOTE
 INDICATING THE REQUIRED SEPARATE PERMITS AND PLAN
 SUBMITTALS FOR ANY OF THESE SYSTEMS PRESENT. WPB FBC
 105.1, 107.2.1
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, 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 P Date 2019-07-10 Cont ID  
Sent By rrossano Date 2019-07-10 Time   Rev Time 0.00
Received By rrossano Date 2019-07-10 Time   Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2019-04-30 Cont ID  
Sent By shill Date 2019-04-30 Time 09:29 Rev Time 0.00
Received By shill Date 2019-04-30 Time 09:29 Sent To  
Notes
2019-04-30 09:29:34CONTACT 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 2018-12-21 Cont ID  
Sent By shill Date 2018-12-21 Time 17:55 Rev Time 0.00
Received By shill Date 2018-12-21 Time 17:55 Sent To  
Notes
2018-12-21 17:55:57CONTACT 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 FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2019-06-05 Cont ID  
Sent By pleduc Date 2019-06-05 Time   Rev Time 0.00
Received By pleduc Date 2019-06-05 Time 12:00 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2019-04-03 Cont ID  
Sent By pleduc Date 2019-04-03 Time   Rev Time 0.00
Received By pleduc Date 2019-04-03 Time 10:14 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2018-10-17 Cont ID  
Sent By pleduc Date 2018-10-17 Time   Rev Time 0.00
Received By pleduc Date 2018-10-16 Time 15:20 Sent To  
Notes
2018-10-16 16:15:01THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET LS 110 & CS 1 - THERE IS A "YES" INDICATED
 WITHIN THE LIFE SAFETY SUMMARY & BLDG CODE TABLE ON THE
 FIRE SPRINKLER LINE.
  
 PLEASE CONFIRM THAT A FIRE SPRINKLER SYSTEM IS PROPOSED
 FOR THIS STRUCTURE.
  
 THERE ARE NO FIRE SPRINKLER FAC 61G REQUIRED DOCUMENTS
 FOR THIS SPRINKLER SYSTEM.
  
  
 FIRE SPRINKLERS
 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.
  
 61G15-32.003 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 PROVIDE THE REQUIRED DOCUMENTS WITH THIS MASTER
 PERMIT, EITHER IN NARRATIVE FORM OF PLAN DRAWINGS,
 SIGNED AND SEALED BY THE EOR.
  
  
  
  
 2) THERE ARE NO INDICATIONS OF A MONITORED FIRE
 SPRINKLER SYSTEM. THE CODE REQUIRES THAT THE FIRE
 SPRINKLER SYSTEM BE MONITORED.
  
  
 PER NFPA 101, CHAPTER 9, FIRE PROTECTION SYSTEMS
  
 9.6 FIRE DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS.
 9.6.1* GENERAL.
 9.6.1.1 THE PROVISIONS OF SECTION 9.6 SHALL APPLY ONLY
 WHERE SPECIFICALLY REQUIRED BY ANOTHER SECTION OF THIS
 CODE OR WHERE SUPERVISION OF A NEW FIRE SPRINKLER
 SYSTEM OR NEW FIRE ALARMS SYSTEM IS REQUIRED BY THE
 FLORIDA BUILDING CODE.
  
 2017 FLORIDA BUILDING CODE:
  
 901.6 SUPERVISORY SERVICE.
 WHERE REQUIRED, FIRE PROTECTION SYSTEMS SHALL BE
 MONITORED BY AN APPROVED SUPERVISING STATION IN
 ACCORDANCE WITH NFPA 72.
 901.6.1 AUTOMATIC SPRINKLER SYSTEMS.
  
 AUTOMATIC SPRINKLER SYSTEMS SHALL BE MONITORED BY AN
 APPROVED SUPERVISING STATION.
  
 PLEASE PROVIDE AN APPLICABLE NOTE OF ACKNOWLEDGEMENT
 AND COMPLIANCE.
  
  
  
  
 3) SHEET CS 1 - A LOW HAZARD STORAGE OCCUPANCY IS
 INDICATED.
  
  
 PER NFPA 101 CHAPTER 42, STORAGE OCCUPANCIES.
  
 42.1.5 CLASSIFICATION OF HAZARD OF CONTENTS.
 42.1.5.1 CONTENTS OF STORAGE OCCUPANCIES SHALL BE
 CLASSIFIED AS
 LOW HAZARD, ORDINARY HAZARD, OR HIGH HAZARD IN
 ACCORDANCE WITH
 SECTION 6.2, DEPENDING ON THE QUANTITY AND CHARACTER OF
 THE
 MATERIALS STORED, THEIR PACKAGING, AND OTHER FACTORS.
  
 6.2.2.2* LOW HAZARD CONTENTS. LOW HAZARD CONTENTS SHALL
 BE
 CLASSIFIED AS THOSE OF SUCH LOW COMBUSTIBILITY THAT NO
 SELFPROPAGATING
 FIRE THEREIN CAN OCCUR.
  
 PER NFPA 42, STORAGE OCCUPANCIES
  
 42.8.1.5 CLASSIFICATION OF HAZARD OF CONTENTS. PARKING
 STRUCTURES USED ONLY FOR THE STORAGE OF VEHICLES SHALL
 BE CLASSIFIED
 AS ORDINARY HAZARD IN ACCORDANCE WITH SECTION 6.2.
  
  
 THE PROPOSED BUILDING USE OCCUPANCY CLASSIFICATION
 APPEARS TO ORDINARY HAZARD
  
 PLEASE REVIEW AND CORRECT OR JUSTIFY.
  
  
  
 4) SHEET CS 1 - IT ALSO STATES THIS IS A 1 STORY
 VEHICLE BUILDING.
  
 PER CHAPTER 42 - STORAGE OCCUPANCIES.
  
 42.8 SPECIAL PROVISIONS FOR PARKING STRUCTURES.
 42.8.1 GENERAL REQUIREMENTS.
 42.8.1.1* APPLICATION. THE PROVISIONS OF 42.8.1 THROUGH
 42.8.5.4
 SHALL APPLY TO PARKING STRUCTURES OF THE CLOSED OR OPEN
 TYPE, ABOVE
 OR BELOW GRADE PLANE, BUT SHALL NOT APPLY TO ASSISTED
 MECHANICALTYPE
 OR AUTOMATED-TYPE PARKING FACILITIES THAT ARE NOT
 OCCUPIED BY
 CUSTOMERS. THE REQUIREMENTS OF SECTIONS 42.1 THROUGH
 42.7 SHALL
 NOT APPLY.
  
 PER NFPA 101, CHAPTER 2 DEFINITIONS
  
 3.3.272.7* PARKING STRUCTURE. A BUILDING, STRUCTURE, OR
 PORTION
 THEREOF USED FOR THE PARKING, STORAGE, OR BOTH, OF
 MOTOR VEHICLES.
 [88A, 2015]
  
 PER NFPA 88A, STANDARD FOR PARKING STRUCTURES 2015
 EDITION
  
 6.4 FIRE SPRINKLER SYSTEMS.
 6.4.1 AUTOMATIC SPRINKLER SYSTEMS SHALL CONFORM TO NFPA
 13.
 6.4.2 AUTOMATIC SPRINKLER SYSTEMS SHALL BE INSTALLED IN
 PORTIONS
 OF ENCLOSED PARKING STRUCTURES, THE CEILINGS OF WHICH
 ARE
 LESS THAN 600 MM (24 IN.) ABOVE GRADE, REGARDLESS OF
 TYPE OF
 CONSTRUCTION, AND IN ENCLOSED PARKING STRUCTURES OF
 TYPE III OR
 TYPE IV CONSTRUCTION OVER 15 M (50 FT) IN HEIGHT.
 6.4.3 AUTOMATIC SPRINKLER SYSTEMS SHALL BE INSTALLED IN
 ENCLOSED
 PARKING STRUCTURES LOCATED AT OR ABOVE GRADE, OR WITHIN
 OR IMMEDIATELY BELOW A BUILDING USED FOR ANOTHER
 OCCUPANCY.
 EXCEPTION: ENCLOSED PARKING STRUCTURES DESCRIBED ABOVE,
 HAVING AN
 APPROVED, SUPERVISED, AUTOMATIC FIRE DETECTION AND
 ALARM SYSTEM INSTALLED
 THROUGHOUT THE PARKING AREA IN ACCORDANCE WITH NFPA 72
 AND
 A MECHANICAL VENTILATION SYSTEM IN ACCORDANCE WITH
 5.3.2.
 6.4.4 AUTOMATIC SPRINKLER SYSTEMS SHALL NOT BE REQUIRED
 IN
 OPEN PARKING STRUCTURES.
  
  
 BASED ON THE PROVIDED INFORMATION THIS IS AN ENCLOSED
 PARKING STRUCTURE
  
 PLEASE REVIEW, CONFIRM AND CORRECT AND PROVIDE REQUIRED
 61G DOCUMENTS NOTED IN # 1 ABOVE.
 .
  
  
  
 5) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 6) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2019-08-04 Cont ID  
Sent By cpuell Date 2019-08-04 Time 07:46 Rev Time 0.00
Received By cpuell Date 2019-07-29 Time 11:55 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2019-07-17 Cont ID  
Sent By lmarchan Date 2019-07-17 Time 16:48 Rev Time 0.00
Received By lmarchan Date 2019-06-03 Time 11:46 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-05-06 Cont ID  
Sent By shill Date 2019-05-06 Time 13:53 Rev Time 0.00
Received By shill Date 2019-04-01 Time 12:40 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-12-21 Cont ID  
Sent By shill Date 2018-12-21 Time 17:56 Rev Time 0.00
Received By shill Date 2018-10-11 Time 14:28 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2019-07-29 Cont ID  
Sent By cpuell Date 2019-07-29 Time 11:18 Rev Time 0.00
Received By cpuell Date 2019-07-10 Time 14:28 Sent To  
Notes
2019-07-29 11:21:507/29/19 IMPACT FEES PAID MU-2019-021621-0000
2019-07-10 14:28:497/10/19 EMAILED IMPACT FEE OFFICE FOR REVIEW.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2019-03-29 Cont ID  
Sent By shill Date 2019-03-29 Time 17:33 Rev Time 0.00
Received By shill Date 2019-03-29 Time 17:33 Sent To  
Notes
2019-03-29 17:34:00IMPACT FEES - DIGITAL SUBMITTALS
  
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECTDOX 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] .
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2018-12-13 Cont ID  
Sent By jwitmer Date 2018-12-13 Time 11:33 Rev Time 0.00
Received By jwitmer Date 2018-12-11 Time 07:13 Sent To  
Notes
2018-12-13 11:32:55BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF
 PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR
 REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE
 OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST
 PALM BEACH, FL. THE ACTUAL PERMIT SET OF PLANS MUST BE
 STAMPED BY THAT OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION. PLEASE CALL
 (561)233-5025 FOR MORE INFORMATION.
  
 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 M MECHANICAL (A/C)
Rev No 2 Status P Date 2019-04-25 Cont ID  
Sent By ccole Date 2019-04-25 Time 14:17 Rev Time 0.00
Received By ccole Date 2019-04-25 Time 11:58 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2018-11-26 Cont ID  
Sent By ccole Date 2018-11-26 Time 09:39 Rev Time 0.00
Received By ccole Date 2018-11-26 Time 07:58 Sent To  
Notes
2018-11-26 09:41:201ST REVIEW FBC-2017 MECHANICAL
 PERMIT #18100354
 11/26/18
  
 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
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET M2.0: RECIRCULATION OF AIR FROM THE GARAGE
 INTO THE LOUNGE AREA AND THE TOILET ROOM IS PROHIBITED
 PER TABLE 403.3.1.1 FOOTNOTE B FBC M.
  
 2) M2.0: SUBMIT MANUFACTURER'S SPECIFICATIONS AND
 INSTALLATION INSTRUCTIONS FOR THE CO AND NO2 SENSORS
 AND THE CONTROL PANEL- SECTION 404.1 FBC M.
  
 3) M2.0: DUCT SMOKE DETECTORS ARE REQUIRED IN THE
 SUPPLY AIR SYSTEMS OF EACH 5-TON AC SYSTEM PER SECTION
 606.2.1 FBC M. PLEASE NOTE THAT AN EXEMPTION CAN BE
 APPLIED IF THE MANUFACTURER'S SPECIFICATIONS INDICATE
 SYSTEMS ARE NOT CAPABLE OF PRODUCING OVER 2000 CFMS OF
 SUPPLY AIR.
  
 4) M1.0: PROVIDE THE MINIMUM VENTILATION RATE FOR THE
 LOUNGE ROOM- TABLE 403.3.1.1 FBC M.
  
 5) M2.0: PLEASE IDENTIFY ALL APPLIANCES IN THE KITCHEN
 AND PROVIDE A EQUIPMENT LIST. SUBMIT MANUFACTURER
 SPECIFICATIONS FOR ALL COOKING APPLIANCES AND EXHAUST
 HOODS ( IF APPLICABLE). PLEASE NOTE THAT SEPARATE
 PERMITS ARE REQUIRED FOR COMMERCIAL KITCHEN EXHAUST AND
 FIRE SUPPRESSION SYSTEMS- SECTION 107.1 WPB.
  
 6) M2.0: PROVIDE CONSTRUCTION DETAILS FOR THE CONDENSER
 PADS, AND INDICATE THE TYPE AND SIZE OF ANCHOR BOLT FOR
 ATTACHING THE UNITS TO THE PADS- SECTION 301.15 FBC M.
  
 7) M1.0: THE MIAMI-DADE NOA #12-0830.07 FOR THE LOUVERS
 IS EXPIRED, AND HAS BEEN REPLACED WITH #16-0201.02.
 PLEASE CORRECT THE NOTES ON THE PLAN AND SUBMIT THE
 NOA.
  
  
 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 P PLUMBING
Rev No 3 Status P Date 2019-06-25 Cont ID  
Sent By jesmith Date 2019-06-25 Time 16:28 Rev Time 0.00
Received By jesmith Date 2019-06-20 Time 14:14 Sent To  
Notes
2019-06-25 16:03:38APPROVED
 1. SEE A-4.0 FOR FIXTURE COUNT SITE PLAN AND FOUNTAIN &
 SINK DISTANCE WAIVER LETTER TO ROBERT BROWN IN
 SUPPORTING DOCUMENTS
 2. SEE PLAN SHEET A-5.0 FOR DOWNSPOUT AND GUTTER
 LOCATIONS AND SIZING.
 3. SEE C-2 FOR UNDERGROUND STORM COLLECTION FROM
 DOWNSPOUTS TO CATCH BASIN
  
 PROVISO
 REMOVE A-1-1, P-1.0 AND P-2.0 FROM DOCUMENTS
Review Stop P PLUMBING
Rev No 2 Status F Date 2019-04-17 Cont ID  
Sent By jesmith Date 2019-04-17 Time 14:27 Rev Time 0.00
Received By jesmith Date 2019-04-17 Time 11:37 Sent To  
Notes
2019-04-17 14:23:29CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 WPB CCC = WEST PALM BEACH CROSS CONNECTION CONTROL
 MANUAL
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC RES = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC EX = FLORIDA EXISTING BUILDING CODE 2017 6TH
 EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FBC FG = FLORIDA FUEL GAS CODE 2017 6TH EDITION
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
 2ND REVIEW
 PLUMBING COMMENTS: DENIED
 1. PLEASE NOTE THAT IN ACCORDANCE WITH THE PROVISIONS
 OF FBC PL 403.3.3 (WHICH ADDRESSES LOCATION OF TOILET
 FACILITIES WITH A PATH OF TRAVEL TO SUCH FACILITIES
 SHALL NOT EXCEED A DISTANCE OF 500 FEET) AND BASED UPON
 THE SUPPORTING DOCUMENTS PROVIDED IN THE THE
 ARCHITECT'S RESPONSE LETTER DATED 1/24/19, NEW TOILET
 FACILITIES ARE NOT REQUIRED IN THE NEW STRUCTURE.
 HOWEVER, PER TABLE 403.1 AND NOTING THAT THE OCCUPANCY
 LOAD OF THE NEW STRUCTURE IS GREATER THAN 15, A
 DRINKING FOUNTAIN (CONFORMING TO THE REQUIREMENTS OF
 FBC PL 410 AND FBC ACC 602) AND A SERVICE SINK IS
 REQUIRED.
 2. PLEASE REFER TO C-2 PAVING AND GRADING PLAN AND
 A-3.0 EXTERIOR ELEVATIONS. PER WPB FBC 107.2.1 PROVIDE
 THE FOLLOWING.
 A. RECONCILE DOWNSPOUT LOCATIONS BETWEEN THE TWO PLANS.
 B. PROVIDE STORM DRAIN CALCULATIONS AND SIZING OF
 GUTTERS AND DOWNSPOUTS.
 3. PER WPB FBC 107.2.1, REMOVE NON-APPLICABLE ITEMS
 FROM THE FOLLOWING DRAWINGS; A1.1, P1.0 AND P2.0.
  
  
 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
 (STAMPED/SEALED AND SIGNED BY DESIGNER OF RECORD IN
 ACCORDANCE WITH FS 471 FAC 61G15) INTO THE ORIGINAL
 SUBMITTAL AND REMOVE THE PREVIOUSLY REVIEWED SHEETS.
 ONE COPY OF THE PREVIOUSLY REVIEWED SHEETS SHOULD
 REMAIN IN PACKAGE AND BE MARKED "VOID".
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-805-6715
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2018-12-18 Cont ID  
Sent By jesmith Date 2018-12-18 Time 14:02 Rev Time 0.00
Received By jesmith Date 2018-12-18 Time 11:47 Sent To  
Notes
2018-12-18 14:02:18PLUMBING COMMEMTS: DENIED
 1. THE BUILDING CODE INFORMATION INDICATES THE
 OCCUPANCY TYPE AS A GROUP S-2 OCCUPANCY, IS THIS USE
 FOR STORAGE OF AUTOMOBILES OR IS THIS USAGE FOR
 AUTOMOBILE REPAIR SHOP. THE LIFE SAFETY PLAN SHOWS A
 LOUNGE IN THIS BUILDING, IT WOULD APPEAR THIS MAYBE A
 MOTOR VEHICLE SHOWROOM WHICH WOULD MAKE THE OCCUPANCY
 TYPE BUSINESS, SEE FBC 304.1. 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED TO DETERMINE OCCUPANCY TYPE.
 A) IF THIS IS BUSINESS OCCUPANCY OR MERCANTILE AS NOTED
 IN TABLE 403.1 THEN PER FBC PL 416.5, TEMPERED WATER
 FROM LAVATORIES SHALL BE PROVIDED FOR CUSTOMERS,
 PATRONS AND VISITORS. TEMPERED WATER SHALL BE DELIVERED
 THROUGH AN APPROVED WATER-TEMPERATURE LIMITING DEVICE
 THAT CONFORMS TO ASSE 1070 OR CSA B125.3.
 2. PROVIDE DRINKING FOUNTAIN PER FBC PL TABLE 403.1
 3. PROVIDE SERVICE SINK PER FBC PL TABLE 403.1
 4. IS THERE A BATTERY STORAGE OR CHARGING AREA IN THE
 FACILITY? IF SO, REFLECT ON PLANS AND PROVIDE EMERGENCY
 EYEWASH IN ACCORDANCE WITH OSHA STANDARD 29 CFR
 1910.151(C), AND FBC PL 411.
 5. PROVIDE WHA AT DISHWASHER
 6. RE: ADA COMPLIANT SHOWER: PROVIDE CUT SHEET OF
 SCHEDULED SHOWER FREEDOMLINE #2271 FOR REVIEW OF FBC
 ACC CHAPTER 6 COMPLIANCE INCLUDING BUT NOT LIMITED TO
 LOCATION OF SHOWER CONTROL, SHOWER HEAD, SEAT AND GRAB
 BARS PER WPB FBC 107.2.1
 7. PER FBC PL TABLE 403.1 (S-2 OCCUPANCY), PROVIDE MALE
 AND FEMALE TOILET ROOM FACILITIES.
  
 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
 (STAMPED/SEALED AND SIGNED BY DESIGNER OF RECORD IN
 ACCORDANCE WITH FS 471 FAC 61G15) INTO THE ORIGINAL
 SUBMITTAL AND REMOVE THE PREVIOUSLY REVIEWED SHEETS.
 ONE COPY OF THE PREVIOUSLY REVIEWED SHEETS SHOULD
 REMAIN IN PACKAGE AND BE MARKED "VOID".
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-805-6715
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2019-07-10 Cont ID  
Sent By pvalenti Date 2019-07-10 Time 13:04 Rev Time 0.00
Received By pvalenti Date 2019-07-10 Time 10:27 Sent To  
Notes
2019-07-11 09:00:01PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
  
 7/11/19 NOW APPROVED PV
2019-07-09 10:04:37ELECTRICAL SHEETS: PER THE WPB AMENDMENTS TO THE FBC,
 EACH SHEET OF PLAN IS REQUIRED TO BE SIGNED AND SEALED
 BY THE PERSON RESPONSIBLE FOR THE DESIGN. A DIGITAL
 PLAN REQUIRES A DIGITAL SIGNATURE WITH THE PROPER THIRD
 PARTY VERIFICATION. SELF-CERTIFICATION IS NOT
 ACCEPTABLE FOR ENGINEERS. ADDITIONALLY, THE DIGITAL
 SIGNATURE MUST INCLUDE THE STATEMENT "SIGNED AND
 SEALED" AS PER FAC 61G15-23.004. PROVIDE CORRECTION.
 WPB FBC 107.1; FS 471/481
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2019-04-30 Cont ID  
Sent By shill Date 2019-04-30 Time 09:46 Rev Time 0.00
Received By shill Date 2019-04-30 Time 09:36 Sent To  
Notes
2019-04-30 09:46:38REVISED 5/6/19
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. ARCHITECTURAL PAGES LACK THE ARCHITECT BUSINESS
 NUMBER (AAC001633). PLEASE ADD BUT ONLY RESUBMIT PAGES
 WHICH CHANGE DUE TO CODE RELATED COMMENTS.
  
 2. CIVIL PAGES SIGNED BY RICHARD REIKENIS, PE LACK A
 SEAL AND LANGUAGE REQUIRED BY FAC61G15-23.004. THE
 SIGNATURE CAN BE REVISED TO STATE "SIGNED AND SEALED"
 OR A LEGIBLE IMAGE OF A SEAL IS TO BE INCLUDED. ALSO
 NOTE LANGUAGE REQUIRED. PLEASE ADDRESS BUT RESUBMIT
 PAGES ONLY WHICH CHANGE DUE TO CODE RELATED COMMENTS.
  
 3. MEP PAGES (MICHAEL GUIDA, PE) DIGITAL SIGNATURE
 LACKS LANGUAGE REQUIRED BY FAC61G15-23.004. THE
 CERTIFICATE OF AUTHORIZATION (27754) IS REQUIQRED TO BE
 INCLUDED IN THE TITLE BLOCK. PLEASE ADDRESS BUT
 RESUBMIT ONLY PAGES WHICH CHANGE DUE TO CODE RELATED
 COMMENTS.
  
 4. THE TITLE BLOCK FOR STRUCTURAL PAGES PREPARED BY
 HARLEY DAVIDSON, PE IS NOT CLEAR. IF PRACTICING
 ENGINEERING THROUGH MESCO BUILDING SOLUTIONS A
 CERTIFICATE OF AUTHORIZATION IS REQUIRED AND THE NUMBER
 IS TO BE INCLUDED IN THE TITLE BLOCK.
  
 THE LANGUAGE REQUIRED BY FACG1G15-23.004 IS REQUIRED.
  
 5. FIRE SPRINKLER SIGNED BY JUAN E. REYES, PE IS NOT
 DIGITALLY SIGNED, FS471.
  
  
  
  
  
  
2019-04-26 14:12:30ELECTRICAL SHEETS GOOD.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2018-11-08 Cont ID  
Sent By jpearson Date 2018-11-08 Time 12:55 Rev Time 0.00
Received By jpearson Date 2018-11-08 Time 12:55 Sent To  
Notes
2018-11-08 12:55:14EACH SHEET OF PLAN IS REQUIRED TO BE SIGNED AND SEALED
 BY THE PERSON RESPONSIBLE FOR THE DESIGN. A DIGITAL
 PLAN REQUIRES A DIGITAL SIGNATURE. SURVEY IS NOT
 SIGNED/SEALED BY DESIGN PROFESSIONAL. PROVIDE
 CORRECTION. WPB FBC 107.1; FS 471/481
Review Stop Z ZONING
Rev No 4 Status P Date 2019-08-02 Cont ID  
Sent By eschneid Date 2019-08-02 Time 16:46 Rev Time 0.25
Received By eschneid Date 2019-08-02 Time 16:46 Sent To  
Notes
2019-08-02 16:47:111) SEPARATE PERMITS ARE REQUIRED FOR:
  
 A. PARKING LOT, INC. STRIPING
 B. SITE LIGHTING
 C. SIGNAGE
 D. DUMPSTER ENCLOSURE
 E. BICYCLE RACKS AND PADS
 F. FRONT PLAZA AREA
 G. LANDSCAPE
 H. FENCES AND GATES
  
 ALL PERMITS LISTED ABOVE MUST PASS FINAL INSPECTIONS
 PRIOR TO THE FINAL 104 INSPECTION AND C.O. FOR THE NEW
 BUILDING.
  
 2) THE SITE PLAN HAS CHANGED FROM THE CLASS B APROVAL,
 SO A MINOR SITE PLAN AMENDMENT IS REQUIRED PRIOR TO THE
 FINAL 104 INSPECTION AND C.O.
  
  
Review Stop Z ZONING
Rev No 3 Status F Date 2019-07-17 Cont ID  
Sent By eschneid Date 2019-07-17 Time 15:33 Rev Time 1.00
Received By eschneid Date 2019-07-17 Time 15:33 Sent To  
Notes
2019-07-17 15:43:33FAILED
  
 PROVIDE WRITTEN RESPONSES TO COMMENT.
  
 1) REPEAT COMMENT: THE AREA OF WORK FOR THE PROPOSED
 BUILDING CONTAINS EXISTING TREES. PRIOR TO THE ZONING
 APPROVAL OF THIS PERMIT, A TREE ALTERATION PERMIT
 MATCHING THE CURRENTLY PROPOSED LANDSCAPE PERMIT IS
 REQUIRED TO BE SUBMITTED TO AND APPROVED BY THE
 PLANNING DIVISION
  
 2) THE PLANS FOR THE NEW BUILDING MEET ZONING
 REQUIREMENTS.
  
 3) PLEASE NOTE THAT THE REDUCTION OF GREENSPACE IN THE
 FRONT PLAZA AREA BELOW WHAT WAS APPROVED AS PART OF THE
 SPECIAL USE SITE PLAN IS NOT PERMITTED. THIS WILL BE
 REVIEWED UNDER SEPARATE PERMIT.
  
 4) SEPARATE PERMITS ARE REQUIRED FOR:
  
 A. PARKING LOT, INC. STRIPING
 B. SITE LIGHTING
 C. SIGNAGE
 D. DUMPSTER ENCLOSURE
 E. BICYCLE RACKS AND PADS
 F. FRONT PLAZA AREA
 G. LANDSCAPE
 H. FENCES AND GATES
  
 ALL PERMITS LISTED ABOVE MUST PASS FINAL INSPECTIONS
 PRIOR TO THE FINAL 104 INSPECTION AND C.O. FOR THE NEW
 BUILDING.
  
 5) THE SITE PLAN HAS CHANGED FROM THE CLASS B APROVAL,
 SO A MINOR SITE PLAN AMENDMENT IS REQUIRED PRIOR TO THE
 FINAL 104 INSPECTION AND C.O.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status F Date 2019-04-24 Cont ID  
Sent By eschneid Date 2019-04-24 Time 13:21 Rev Time 1.00
Received By eschneid Date 2019-04-24 Time 13:21 Sent To  
Notes
2019-04-24 13:22:03FAILED
  
 PROVIDE WRITTEN RESPONSES TO COMMENTS.
  
 1) THE AREA OF WORK FOR THE PROPOSED BUILDING CONTAINS
 EXISTING TREES. PRIOR TO THE ZONING APPROVAL OF THIS
 PERMIT, A TREE ALTERATION PERMIT MATCHING THE CURRENTLY
 PROPOSED LANDSCAPE PERMIT IS REQUIRED TO BE SUBMITTED
 TO AND APPROVED BY THE PLANNING DIVISION.
  
 2) THE NEW CIVIL PLANS SHOW A STORM DRAIN LINE ON THE
 WEST, NORTH AND EAST SIDES OF THE BUILDING. THE
 PROPOSED LINE DIRECTLY CONFLICTS WITH THE EXISTING
 TREES ON THE WEST PROPERTY LINE AND POTENTIALLY IMPACTS
 THE TREES ON THE NORTH AND EAST SIDES OF THE BUILDING.
 PROVIDE A REVISED LANDSCAPE PLAN SHOWING THE NEW STORM
 DRAIN LINE AND HOW IT WILL NOT NEGATIVELY IMPACT THE
 EXISTING AND PROPOSED TREES, OR RELOCATE THE STORM
 DRAIN LINE.
  
 3) THE SITE PLAN PROVIDED WITH THIS SUBMITTAL FAILS TO
 SHOW THE ACCURATE LOCATION OF THE A/C EQUIPMENT ON THE
 NORTH SIDE OF THE BUILDING. THE SITE PLAN NEEDS TO SHOW
 THE CORRECT LOCATION AND DIMENSIONED SIZE OF THE A/C
 PAD, AND THE SETBACK DIMENSION OF THE A/C PAD TO THE
 NORTHERN PROPERTY LINE. THE A/C EQUIPMENT MUST BE A
 MINIMUM OF SIX (6) FEET FROM THE NORTHERN PROPERTY
 LINE.
  
 4) THE PARKING LOT WILL REQUIRE SEPARATE PERMITTING.
 PLEASE NOTE THAT THE DRIVE AISLE FOR THE 7 PARKING
 SPACES AT THE NORTHERN ENTRANCE IS SHOWN LESS THAN THE
 REQUIRED 24 FEET IN WIDTH. NINETY DEGREE PARKING SPACES
 ARE REQUIRED TO HAVE A FULL 24 FEET OF BACK-UP SPACE.
 THIS PLANS WITH THE PARKING LOT PERMIT NEED TO CLEARLY
 SHOW THAT THE 24 FEET IS PROVIDED. PLEASE NOTE THAT THE
 CIVIL AND SITE PLANS DO NOT SHOW THE SAME CONDITION IN
 THIS AREA.
  
 5) WHY IS SHEET A-1-1, TOILET ROOM INTERIOR ELEVATIONS,
 STILL INCLUDED WITH THE PERMIT APPLICATION WHEN THE
 LOUNGE AND BATHROOM ARE NO LONGER SHOWN ON SHEET A-1-0
 FLOOR PLAN?
  
 6) THE SIGN REQUIRES A SEPARATE PERMIT WITH PLANS.
 PLEASE NOTE THAT STORAGE IS NOT PERMITTED BY THE ZONING
 ON THIS SITE, SO ANY REFERENCE TO STORAGE IS NOT
 PERMITTED ON THE SIGN.
  
 7) THE SITE LIGHTING REQUIRES A SEPARATE PERMIT WITH
 PLANS. INCLUDE PHOTOMETRICS. PLEASE REMEMBER THAT THE
 POLES MUST BE SETBACK A MINIMUM OF FIVE (5) FEET FROM
 THE PROPERTY LINES. THIS NEEDS TO BE CLEARLY SHOWN ON
 THE PLANS.
  
 8) THE BICYCLE RACK AND THE FRONT PLAZA HARDSCAPE
 REQUIRE A SEPARATE PERMIT, WITH PLANS. STAFF HAS NOTED
 THE FOLLOWING CHANGES FROM THE APPROVED PLANS:
  
 A. THE PLAZA GREENSPACE HAS BEEN REDUCED BELOW THE
 APPROVED AMOUNT, WHICH IS NOT PERMITTED. NO REDUCTION
 IN THE FRONT PLAZA GREENSPACE IS PERMITTED.
 B. THE PAD FOR THE EASTERNMOST BICYCLE RACK NEEDS TO BE
 CONNECTED TO THE WALKWAY IN FRONT OF THE BUILDING BY A
 PAVED AREA AS IT IS SHOWN ON THE APPROVED SITE PLAN.
 C. ALL OF THE REVISED LANDSCAPE PLANS SHOW A REDUCTION
 IN THE AMOUNT OF PROVIDED LANDSCAPE, YET NONE OF THE
 DATA TABLES WERE UPDATED. THIS NEEDS TO BE CORRECTED ON
 THE PLANS SUBMITTED AS PART OF THE LANDSCAPE PERMIT.
  
 9) THE REPLACEMENT FENCE AND GATE REQUIRE A SEPARATE
 PERMIT, WITH PLANS.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 2018-11-09 Cont ID  
Sent By eschnide Date 2018-11-09 Time 09:31 Rev Time 1.00
Received By eschneid Date 2018-11-09 Time 09:31 Sent To  
Notes
2018-11-09 11:36:31FAILED
  
 PROVIDE WRITTEN RESPONSES TO COMMENTS.
  
 1) PROVIDE A SITE PLAN SHOWING THE SETBACKS OF THE
 BUILDING FROM THE PROPERTY LINES.
  
 2) THE PARKING LOT WILL REQUIRE SEPARATE PERMITTING.
 PLEASE NOTE THAT THE DRIVE AISLE FOR THE 7 PARKING
 SPACES AT THE NORTHERN ENTRANCE IS SHOWN LESS THAN THE
 REQUIRED 24 FEET IN WIDTH. NINETY DEGREE PARKING SPACES
 ARE REQUIRED TO HAVE A FULL 24 FEET OF BACK-UP SPACE.
 THIS PLANS NEED TO CLEARLY SHOW THAT THE 24 FEET IS
 PROVIDED.
  
 3) PER THE SPECIAL USE PERMIT, ALL GROUND LEVEL
 MECHANICAL EQUIPMENT MUST BE ON THE NORTH SIDE OF THE
 BUILDING.
  
 4) PLEASE DESCRIBE WHO THE LOUNGE IS FOR. THIS IS WAS
 NOT INCLUDED ON THE PLANS APPROVED AS PART OF THE
 SPECIAL USE PERMIT.
  
 5) THE SIGN REQUIRES A SEPARATE PERMIT WITH PLANS.
  
 6) THE SITE LIGHTING REQUIRES A SEPARATE PERMIT WITH
 PLANS. INCLUDE PHOTOMETRICS. PLEASE REMEMBER THAT THE
 POLES MUST BE SETBACK A MINIMUM OF FIVE (5) FEET FROM
 THE PROPERTY LINES. THIS NEEDS TO BE CLEARLY SHOWN ON
 THE PLANS.
  
 7) PLEASE NOTE THE FOLLOWING CONDITION FROM THE SPECIAL
 USE APPROVAL:
  
 THE FOLLOWING MUST BE ADDRESSED PRIOR TO ISSUANCE OF
 CONSTRUCTION AUTHORIZATION INCLUDING BUILDING PERMITS
 AND ENGINEERING DEVELOPMENT APPROVAL:
 A. AN EROSION AND SEDIMENT CONTROL PLAN WILL BE
 REQUIRED WITH THE ENGINEERING PERMIT APPLICATION
 SUBMITTAL.
 B. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
 C. PLEASE SUBMIT THE LATEST VERSION OF THE 'AUTO-CALC
 CERTIFIED COST ESTIMATE FORM' FOR SUBMISSION TO CITY OF
 WEST PALM BEACH PUBLIC WORKS DEPARTMENT FOR ADDITIONAL
 WORK PROPOSED.
 D. SHOW THE NEAREST FIRE HYDRANT TO THIS SITE ON THE
 FINAL UTILITY PLAN. FIRE HYDRANT FLOW TEST DATA FROM
 EXISTING FIRE HYDRANT WILL BE REQUIRED PART OF THE PLAN
 SUBMITTAL. SHOW HYDRANT FLOW TEST DATA RESULT ON THE
 PLANS.
 E. ALL PROPOSED FIRE DEPARTMENT CONNECTIONS SHALL BE
 WITHIN 100 FEET OF A FIRE HYDRANT AND SHALL BE WITHIN
 AN EASEMENT WITHIN THE PROPERTY.
 F. SHOW ON THE FINAL PLANS SIZE AND MATERIAL OF ALL
 EXISTING UTILITIES ON S. DIXIE HWY INCLUDING BUT NOT
 LIMITED TO WATER, SEWER, GAS, UNDERGROUND ELECTRIC
 CONDUITS, VALVES, ETC. PLEASE IDENTIFY THE SOURCE OF
 THE AS-BUILT INFORMATION UTILIZED FOR THE POTABLE
 WATER, SANITARY SEWER, AND STORM SEWER DESIGN.
 G. FOR THE FINAL WATER AND SEWER PLANS, INCLUDE A NOTE
 THAT: AS OF DECEMBER 20, 2015 THE CITY OF WEST PALM
 BEACH CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD
 FREE."
 H. THE CITY'S MILL AND RESURFACING LIMITS ARE 50 FEET
 ON EACH SIDE OF THE TRENCH CUT. FDOT MAINTAINS DIXIE
 HIGHWAY SO ITS REQUIREMENTS FOR MILL AND RESURFACING
 SHOULD BE FOLLOWED AND SHOWN ON THE ENGINEERING PLANS.
  
 8) THE BICYCLE RACK AND THE FRON PLAZA HARDSCAPE
 REQUIRE A SEPARATE PERMIT, WITH PLANS.
  
 9) THE REPLACEMENT FENCE AND GATE REQUIRE A SEPARATE
 PERMIT, WITH PLANS.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446
 [email protected]


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