Plan Review Details - Permit 19100975
Plan Review Stops For Permit 19100975
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 3 Status F Date 2020-10-20 Cont ID  
Sent By jwitmer Date 2020-10-20 Time 14:02 Rev Time 0.00
Received By jwitmer Date 2020-10-20 Time 13:30 Sent To  
Notes
2020-10-20 14:01:59COMMERCIAL ASBESTOS
  
 TO THE BUILDING CONTRACTOR:
 PLEASE PROVIDE A SIGNED ACKNOWLEDGEMENT FROM THE
 CONTRACTOR, ON LETTERHEAD, STATING THAT THE
 INSTRUCTIONS ON THE WEBSITE OF ASBESTOS PROGRAM
 COORDINATOR, FLORIDA DEPARTMENT OF HEALTH PALM BEACH
 COUNTY WILL BE FOLLOWED, AND THAT NOTIFICATION WILL BE
 GIVEN TIMELY. ADDITIONAL INFORMATION REGARDING ASBESTOS
 REQUIREMENTS CAN BE FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND "ASBESTOS" IN THE SUBJECT LINE.
  
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status F Date 2020-05-26 Cont ID  
Sent By jwitmer Date 2020-05-26 Time 10:28 Rev Time 0.00
Received By jwitmer Date 2020-05-26 Time 09:43 Sent To  
Notes
2020-05-26 10:28:45PLEASE PROVIDE A SIGNED ACKNOWLEDGEMENT FROM THE
 CONTRACTOR, ON LETTERHEAD, STATING THAT THE
 INSTRUCTIONS ON THE WEBSITE OF ASBESTOS PROGRAM
 COORDINATOR, FLORIDA DEPARTMENT OF HEALTH PALM BEACH
 COUNTY WILL BE FOLLOWED AND THAT NOTIFICATION WILL BE
 GIVEN TIMELY. ADDITIONAL INFORMATION REGARDING ASBESTOS
 REQUIREMENTS CAN BE FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND ?ASBESTOS? IN THE SUBJECT LINE.
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2019-11-25 Cont ID  
Sent By jwitmer Date 2019-11-25 Time 09:06 Rev Time 0.00
Received By jwitmer Date 2019-11-25 Time 09:05 Sent To  
Notes
2019-11-25 09:06:42PLEASE PROVIDE A SIGNED ACKNOWLEDGEMENT FROM THE
 CONTRACTOR, ON LETTERHEAD, STATING THAT THE
 INSTRUCTIONS ON THE WEBSITE OF ASBESTOS PROGRAM
 COORDINATOR, FLORIDA DEPARTMENT OF HEALTH PALM BEACH
 COUNTY WILL BE FOLLOWED AND THAT NOTIFICATION WILL BE
 GIVEN TIMELY. ADDITIONAL INFORMATION REGARDING ASBESTOS
 REQUIREMENTS CAN BE FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND ?ASBESTOS? IN THE SUBJECT LINE.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2020-10-20 Cont ID  
Sent By jwitmer Date 2020-10-20 Time 13:59 Rev Time 0.00
Received By jwitmer Date 2020-10-20 Time 13:31 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2020-05-26 Cont ID  
Sent By jwitmer Date 2020-05-26 Time 10:26 Rev Time 0.00
Received By jwitmer Date 2020-05-26 Time 09:43 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2019-11-25 Cont ID  
Sent By jwitmer Date 2019-11-25 Time 09:06 Rev Time 0.00
Received By jwitmer Date 2019-11-25 Time 05:44 Sent To  
Notes
2019-11-25 09:05:562017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19100975
 ADD: 4400 TBD/ TO BE DETERMINED
 TEL: ????
 E-MAIL: [email protected]
 CONTACT: EDNA BONELLI
  
 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. 25/ 2019
 ACTION: DENIED
  
 1) SHEET GN-1, BUILDING CODE SUMMARY:
  
 1A) THE ESTIMATED VALUE SEEMS LOW. THIS MAYBE PARTIALLY
 DUE TO THE CLASSIFICATION OF OCCUPANCY AND ALSO TO THE
 BUILDING TYPE OF CONSTRUCTION LISTED. THE DESIGNER
 LISTED THIS BUILDING AS A UTILITY OCCUPANCY. THE
 OCCUPANCY TYPE IS CLOSER TO AN F1 OR F2 TYPE OF
 OCCUPANCY (2017 FBC-B 306.2 OR 306.3) AND WITH THE
 ASSIGNED RISK CATEGORY ASSIGNED AS RISK CATEGORY IV
 BUILDINGS DESIGNATED AS ESSENTIAL FACILITIES, PUBLIC
 UTILITY FACILITIES, WATER STORAGE FACILITIES AND PUMP
 STRUCTURES TO MAINTAIN WATER PRESSURE THIS BUILDING
 BEING BUILT FOR 180 MPH V-ULT IS BUILT AS A
 CONSTRUCTION TYPE III-B NOT A TYPE V-B. THIS BEING SAID
 THE VALUATION FOR THE PROJECT SEEMS LOW THE OCCUPANCY
 TYPE AND BUILDING TYPE SHOULD BE CHANGED TO REFLECT THE
 ACTUAL USAGE AND BUILDING CONSTRUCTION TYPE USED FOR
 COMPLIANCE WITH A RISK CATEGORY IV STRUCTURE.
  
 1B) 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.
  
 1C) AREA SUMMARY PLEASE UPDATE PLANS 663 S. F. + 127 S.
 F. = 790 SQ. FT. TYPO, PLEASE CORRECT PLANS. 107.2.1.2.
 ADDITIONAL INFORMATION IS REQUIRED.
  
 2) SHEET S-1.01:
 2A) WIND LOAD (L) STATES GLAZED OPENINGS MUST MEET THE
 REQUIREMENTS OF 1626 OF THE FLORIDA BUILDING CODE AND
 SHALL HAVE A CURRENT NOTICE OF ACCEPTANCE. PLEASE NOTE
 IN REFERENCING SECTION 1626 OF THE FLORIDA BUILDING
 CODE YOU ARE REFERENCING A SECTION OF THE CODE WHICH IS
 FOR THE HIGH-VELOCITY WIND ZONES WHICH ARE BROWARD AND
 MIAMI-DADE COUNTIES. THIS CODE SECTION CAN ONLY BE
 ENFORCED IN TROUGHS COUNTIES.
  
 2B) NOTE ONLY. THE DESIGNER OF RECORD CAN ENFORCE A
 MORE STRINGENT STANDARD (WIND LOAD/ NOTE L) THAN THE
 MINIMUM CODE SUCH AS ONLY ALLOW THE USE OF MIAMI-DADE
 NOA?S AND NOT ALLOWING PRODUCT TO BE SUBMITTED UNDER
 THE FLORIDA APPROVAL SYSTEM.
  
 2C) DESIGN SUPERIMPOSED LOADS (1) GRAVITY LOADS. THE
 PLAN STATES THE DEAD LOAD FOR THE ROOF IS 40 PSF. SHEET
 S2.01 SHOWS A DETAIL 5 SHEET S-3.02. THIS DETAIL SHOWS
 THE ROOF SLAB TO BE 6 INCHES THICK. 3000 PSI CONCRETE
 WEIGHTS 4050 LBS. PER CU. YD./ 27 CU. FT.= 150 LBS. PER
 CUBIC FOOT/ 2 = 75 LBS. OF CONCRETE ALONE PER CUBIC
 FOOT WITH NO STEEL MANSARD OR ROOFING MATERIALS. PLEASE
 REFER BACK TO THE 2017 FBC-B 1606.2 DESIGN DEAD LOADS.
  
 2D) THE NEW 6 INCH CONCRETE ROOF SLAB HAS A NOTE # 1
 WITHIN THE ROOF PLAN INDICATING: 6 INCH ONE WAY ROOF
 SLAB WITH REINFORCED WITH #5 @ 12 INCHES ON CENTER
 BOTTOM AND # 4 @ 16 INCHES O. C. TEMPERATURE. SPAN
 ARROW INDICATED DIRECTION OF PRIMARY REINFORCING. THIS
 MEANS THE PRIMARY REINFORCING RUNS EAST/ WEST. THAT
 MEANS ON THE ON THE VARY SOUTH END OF THE ROOF OVERHANG
 THERE IS NO PRIMARY REINFORCING THAT WILL CARRY OVER
 THE BEAM AS A CANTILEVERED LOAD SINCE THE PRIMARY STEEL
 RUNS PARALLEL TO THE SOUTHERN WALL LINE. ONLY THE
 TEMPERATURE STEEL WOULD BE THERE. IN THIS AREA SHOULD
 THE SLAB BE A 2 WAY SLAB? 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 2E) SHEET S-3.02 DETAIL 5 IS DRAWN AS IF THE
 REINFORCING BOTTOM STEEL IS A 2 WAY SLAB, AND SECOND
 THE TEMPERATURE STEEL IS SHOWN AS CONTINUOUS TOP STEEL.
 SHEET S2.01 INDICATES THE #4 TEMP. STEEL TO BE @ 16
 INCHES ON CENTER BUT NOT THE LENGTH OF THE STEEL.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 2F) SHEET S3.01 DETAIL 3 AGAIN SHOWS TOP AND BOTTOM
 REINFORCING MATS. SHOULDN?T THE BOTTOM STEEL BE DOWELED
 INTO THE EXISTING BEAM/ SLAB TO BE PERPENDICULAR TO THE
 WALL LINE? 107.2.1.2. ADDITIONAL INFORMATION IS
 REQUIRED.
  
 3) S2.01 GROUND FLOOR AND ROOF PLAN:
  
 3A) SHEET A-121 THE ROOF PLAN INDICATES THE NEW
 ADDITION ROOF TO BE 2 FEET 10 INCHES HIGHER THAN THE
 OLD ROOF. SHEET S-2.01 INDICATES (2) CONFLICTING
 GRAPHICS ON THE ROOF PLAN. ONE SHOWS THE NEW ROOF LEVEL
 WITH THE OLD ROOF NORTH GRAPHIC, WHILE THE WEST GRAPHIC
 SHOWS THE ROOF RAISED. BOTH SECTIONS 1 & 2 BOTH SHOW
 THE NEW PROPOSED ROOF LEVEL AT THE SAME LEVEL AS THE
 OLD ROOF SLAB. ADDITIONAL INFORMATION IS REQUIRED.
  
 3B) SHEET S3.02 NOR A-5.01 PROVIDE THE TYPE OF MATERIAL
 THE SOFFIT IS TO BE CONSTRUCTED FROM, THICKNESS NOR
 ATTACHMENT METHOD. 2017 FBC-B TABLE 1405.2.
  
 4) SHEET S-3.01 DETAIL # 1 SHOWS WALL SECTION OF THE
 NEW MONOLITHIC FOOTER WITHIN THE BUILDING AND ADDITION.
 THE VERTICAL DIMENSION OF THE MONOLITHIC FOOTER BEING
 12 INCHES. PLEASE PROVIDE THE HEIGHT OF FOOTER ON AN
 EXTERIOR WALL WHERE THE FINISHED GRADE IS PROVIDED IN
 RELATION TO THE DEPTH OF THE FOOTER. SHOW COMPLIANCE
 WITH THE 2017 FBC-B SECTION 1809.4 DEPTH OF FOOTINGS.
 THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED
 GROUND SURFACE SHALL BE 12 INCHES.
  
 5) SHEET S1.03 PROVIDES THE WALL PRESSURES FOR WALL
 ZONES 4 & 5 BUT THE PLAN DOES NOT PROVIDE THE ROOF
 PRESSURES FOR ZONES 1,2, &3 FOR A FLAT ROOF NOR A
 HIPPED ROOF, THE PLAN IS ALSO MISSING THE ROOF PITCH/
 SLOPE. PLEASE PROVIDE THIS INFORMATION FOR CODE
 COMPLIANCE CAN BE DETERMINED.
 2017 FBC-B 1603.1.4 WIND DESIGN DATA.
  
 6) 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
 (B) WINDOWS
 (C) PANEL WALLS, WALL LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES,
  
 7A) 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..
  
 7B) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 8A) FLAT 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.
  
 8B) SLOPED ROOF TILE: PLEASE SUBMIT THE PRODUCT
 APPROVAL FOR THE TYPE OF UNDERLAYMENT, ROOF TILE,
 INDICATE THE TYPE OF TILE, SLOPE, FASTENER METHOD, IF
 FOAM ADHESIVE THE PRODUCT APPROVAL FOR THE FOAM AND
 ASSOCIATED PRESSURES. IF THE TILE IS TO BE NAILED AND
 OR SCREWED IN PLACE INDICATE THE FASTENING METHOD AND
 THE MOMENT OF UPLIFT. PLEASE SHOW COMPLIANCE WITH THE
 2017 FBC-B 1609.5.3. RIGID TILE.
  
 9) SHEET A-121 SHOWS 2 EXISTING ALUMINUM SCUPPERS, SIZE
 IS NOT GIVEN. SHEETS A-5.01 DETAIL # 1 ALSO STATES
 EXISTING ALUMINUM SCUPPERS, THE SIZE IS NOT GIVEN.
 PLEASE PROVIDE THE SIZE OF THE SCUPPERS, AREA OF ROOF
 AND PARAPET IN SQ. FT. AND HOURLY RAINFALL . SCUPPERS
 AND OVERFLOW SCUPPERS (NOT SHOWN FBC-B 1503.4.2.1) ARE
 TO BE SIZED IN ACCORDANCE TO THE FLORIDA BUILDING CODE,
 PLUMBING.
  
 10) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2020-10-22 Cont ID  
Sent By jleahy Date 2020-10-22 Time 13:02 Rev Time 0.00
Received By jleahy Date 2020-10-20 Time 17:05 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2020-06-11 Cont ID  
Sent By jleahy Date 2020-06-11 Time 15:11 Rev Time 0.00
Received By jleahy Date 2020-06-11 Time 15:11 Sent To  
Notes
2020-06-11 15:18:48SEE PREVIOUS REVIEW COMMENT #1 NOT COMPLIED JLEAHY
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2019-10-28 Cont ID  
Sent By jleahy Date 2019-10-28 Time 10:16 Rev Time 0.00
Received By jleahy Date 2019-10-28 Time 10:16 Sent To  
Notes
2019-10-28 10:48:56FLORIDA BUILDING CODE 2017 6TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED
 NFPA 70 2014 EDITION
  
 JAKE LEAHY BN, BU, PX
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 1) VALUE OF WORK SHOWN IS LOW
  
 109.3 BUILDING PERMIT VALUATIONS. IF, IN THE OPINION OF
 THE BUILDING OFFICIAL, THE CLAIMED VALUATION OF
 BUILDING, ALTERATION, STRUCTURE, ELECTRICAL, GAS,
 MECHANICAL OR PLUMBING SYSTEMS APPEARS TO BE
 UNDERESTIMATED ON THE APPLICATION, THE PERMIT SHALL BE
 DENIED, UNLESS THE APPLICANT CAN SHOW DETAILED,
 QUANTITY ESTIMATES, AND/OR BONA FIDE SIGNED CONTRACTS
 (EXCLUDING LAND VALUE) TO MEET THE APPROVAL OF THE
 BUILDING OFFICIAL. FOR PERMITTING PURPOSES, VALUATION
 OF BUILDINGS AND SYSTEMS SHALL BE TOTAL REPLACEMENT
 VALUE TO INCLUDE STRUCTURAL, ELECTRIC, PLUMBING,
 MECHANICAL, INTERIOR FINISH, RELATIVE SITE WORK,
 ARCHITECTURAL AND DESIGN FEES, MARKETING COSTS,
 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.), AS PUBLISHED BY
 INTERNATIONAL CODE CONGRESS. FINAL BUILDING PERMIT
 VALUATION SHALL BE SET BY THE BUILDING OFFICIAL
  
 2) NEED SIZES OF THE CONDUCTORS IN RISER TO THE WEATHER
 HEAD 215.5
  
 3) NOT SURE YOU HAVE A NEUTRAL CONDUCTOE TO THE MAIN
 AND OR TRANSFER SWITCH IF THE #1 IS THE NEUTRAL IT IS
 TO SMALL
  
 NEUTRAL CAN NOT BE SMALL THAN THE REQUIRED GROUNDING
 ELECTRODE CONDUCTOR. 250.66
  
 4) NEED A CUT SHEET DETAIL SHOWING THE HEIGHT, WIDTH,
 AND DEPTH OF SWITCH GEAR IN NEW ROOM LOOKING AT WORKING
 CLEARANCES 110.26
  
 5) FLOOR PLAN ON PAGE E-2 SHOWS A SEPARATE
 TRANSFORMER???? NOT SHOWN ON RISER DETAIL.
  
 6) PAGE E-4 NEUTRAL NOT SHAN AS BONDED TO THE GE SYSTEM
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2020-06-25 Cont ID  
Sent By rrossano Date 2020-06-25 Time   Rev Time 0.00
Received By rrossano Date 2020-06-25 Time   Sent To I
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2019-12-10 Cont ID  
Sent By rrossano Date 2019-12-10 Time   Rev Time  
Received By rrossano Date 2019-12-10 Time   Sent To I
Notes
2019-12-10 07:51:51PLEASE SHOW WATER SERVICE AND BACKFLOW FOR LIFT STATION
 AND LABEL AS EXISTING OR PROPOSED.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR WPB, FL 33401 (MAILING
 ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200 DIRECT: (561) 494-1098
 FAX: (561) 494-1116 MOBILE: (561) 246-9525
 EMAIL: [email protected] WWW.WPB.ORG/ENGINEERING
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2019-10-23 Cont ID  
Sent By pleduc Date 2019-10-23 Time   Rev Time 0.00
Received By pleduc Date 2019-10-23 Time 13:37 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-10-20 Cont ID  
Sent By lmarchan Date 2020-10-20 Time 16:04 Rev Time 0.00
Received By lmarchan Date 2020-10-16 Time 13:44 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-07-06 Cont ID  
Sent By shill Date 2020-07-06 Time 14:35 Rev Time 0.00
Received By shill Date 2020-05-21 Time 10:51 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-12-10 Cont ID  
Sent By cpuell Date 2019-12-10 Time 08:40 Rev Time 0.00
Received By cpuell Date 2019-10-18 Time 15:29 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2019-11-25 Cont ID  
Sent By jwitmer Date 2019-11-25 Time 09:07 Rev Time 0.00
Received By jwitmer Date 2019-11-25 Time 05:44 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2019-11-20 Cont ID  
Sent By ccole Date 2019-11-20 Time 15:34 Rev Time 0.00
Received By ccole Date 2019-11-20 Time 15:34 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2020-06-23 Cont ID  
Sent By tklarge Date 2020-06-23 Time 10:36 Rev Time 0.00
Received By tklarge Date 2020-06-18 Time 14:02 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2019-11-18 Cont ID  
Sent By gjohnson Date 2019-11-18 Time 15:29 Rev Time 0.00
Received By gjohnson Date 2019-11-18 Time 15:29 Sent To  
Notes
***NONE***
Review Stop P-IRRIGATE IRRIGATION REVIEW
Rev No 1 Status P Date 2020-06-23 Cont ID  
Sent By tklarge Date 2020-06-23 Time 10:36 Rev Time 0.00
Received By tklarge Date 2020-06-23 Time 10:36 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status N Date 2020-05-26 Cont ID  
Sent By jwitmer Date 2020-05-26 Time 10:31 Rev Time 0.00
Received By jwitmer Date 2020-05-26 Time 10:30 Sent To  
Notes
2020-05-26 10:31:20ROOFING PRODUCT APPROVALS ARE DEFERRED SUBMITTALS. JW
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2019-11-25 Cont ID  
Sent By jwitmer Date 2019-11-25 Time 09:09 Rev Time  
Received By jwitmer Date   Time   Sent To  
Notes
2019-11-25 09:09:262017 FBC- ROOFING PLAN REVIEW
 W. P. B. PERMIT: 19100975
 ADD: 4400 TBD/ TO BE DETERMINED
 TEL: ????
 E-MAIL: [email protected]
 CONTACT: EDNA BONELLI
  
 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. 25/ 2019
 ACTION: DENIED
  
 1) SHEET S1.03 PROVIDES THE WALL PRESSURES FOR WALL
 ZONES 4 & 5 BUT THE PLAN DOES NOT PROVIDE THE ROOF
 PRESSURES FOR ZONES 1,2, &3 FOR A FLAT ROOF NOR A
 HIPPED ROOF, THE PLAN IS ALSO MISSING THE ROOF PITCH/
 SLOPE. PLEASE PROVIDE THIS INFORMATION FOR CODE
 COMPLIANCE CAN BE DETERMINED.
 2017 FBC-B 1603.1.4 WIND DESIGN DATA.
  
 2) 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
 (B) WINDOWS
 (C) PANEL WALLS, WALL LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES,
  
 3A) 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..
  
 3B) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 4A) FLAT 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.
  
 4B) SLOPED ROOF TILE: PLEASE SUBMIT THE PRODUCT
 APPROVAL FOR THE TYPE OF UNDERLAYMENT, ROOF TILE,
 INDICATE THE TYPE OF TILE, SLOPE, FASTENER METHOD, IF
 FOAM ADHESIVE THE PRODUCT APPROVAL FOR THE FOAM AND
 ASSOCIATED PRESSURES. IF THE TILE IS TO BE NAILED AND
 OR SCREWED IN PLACE INDICATE THE FASTENING METHOD AND
 THE MOMENT OF UPLIFT. PLEASE SHOW COMPLIANCE WITH THE
 2017 FBC-B 1609.5.3. RIGID TILE.
  
 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 3 Status P Date 2020-10-20 Cont ID  
Sent By jwitmer Date 2020-10-20 Time 14:02 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2020-07-06 Cont ID  
Sent By shill Date 2020-07-06 Time 14:35 Rev Time 0.00
Received By shill Date 2020-07-06 Time 14:35 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2019-12-13 Cont ID  
Sent By shill Date 2019-12-13 Time 07:26 Rev Time 0.00
Received By shill Date 2019-12-13 Time 07:26 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status F Date 2020-10-20 Cont ID  
Sent By llouie Date 2020-10-20 Time   Rev Time 0.00
Received By llouie Date 2020-10-20 Time   Sent To  
Notes
2020-10-20 16:01:11** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) PROPOSED EXPANSION OF ACCESSORY STRUCTURE DOES NOT
 MEET THE MINIMUM SETBACK REQUIREMENTS PER THE ZONING
 AND LAND DEVELOPMENT REGULATIONS (ZLDRS): FRONT SETBACK
 (PARKER AVENUE): MINIMUM OF 25 FT. REQUIRED; CORNER
 SIDE SETBACK (KAYE STREET): MINIMUM OF 12.5 FT.
 REQUIRED. [ZLDR S.94-72(A)(2)]
  
  
 NOTES:
  
 * ANY REVISIONS MAY RESULT IN ADDITIONAL COMMENTS.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
 * EXISTING USE: WATER PUMP STATION.
  
 * USE CATEGORY: UTILITY FACILITIES, LIGHT, PUBLIC AND
 PRIVATE (PXR IN SF7)
  
 * ZONE: SF7
  
Review Stop Z ZONING
Rev No 2 Status F Date 2020-05-28 Cont ID  
Sent By llouie Date 2020-05-28 Time   Rev Time 0.00
Received By llouie Date 2020-05-28 Time   Sent To  
Notes
2020-05-28 07:46:15** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) AN UPDATED SIGNED AND SEALED SURVEY OF THE PROPERTY
 IS MISSING FROM THE APPLICATION. [11/5/2019 REPEAT
 COMMENT]
  
 2.) A SITE PLAN OF THE PROPERTY, SHOWING THE LOCATION
 OF ALL EXISTING STRUCTURES AND THE PROPOSED EXPANSION
 IN RELATIONSHIP TO THE EXISTING STRUCTURES (I.E.
 BUILDING SETBACKS, DISTANCE FROM OTHER BUILDINGS, ETC.)
 IS REQUIRED. [11/5/2019 REPEAT COMMENT]
  
  
 NOTES:
  
 * ANY REVISIONS MAY RESULT IN ADDITIONAL COMMENTS.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
 * EXISTING USE: WATER PUMP STATION.
  
 * USE CATEGORY: UTILITY FACILITIES, LIGHT, PUBLIC AND
 PRIVATE (PXR IN SF7)
  
 * ZONE: SF7
  
Review Stop Z ZONING
Rev No 1 Status F Date 2019-11-05 Cont ID  
Sent By llouie Date 2019-11-05 Time   Rev Time  
Received By llouie Date 2019-11-05 Time   Sent To  
Notes
2019-11-05 14:22:23** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) AN UPDATED SIGNED AND SEALED SURVEY OF THE PROPERTY
 IS MISSING FROM THE APPLICATION.
  
 2.) A SITE PLAN OF THE PROPERTY, SHOWING THE LOCATION
 OF ALL EXISTING STRUCTURES AND THE PROPOSED EXPANSION
 IN RELATIONSHIP TO THE EXISTING STRUCTURES (I.E.
 BUILDING SETBACKS, DISTANCE FROM OTHER BUILDINGS, ETC.)
 IS REQUIRED.
  
 3.) THE VALUE OF THE CONSTRUCTION FROM PERMITS
 TABULATED FOR THE YEAR ($45,000) EXCEEDS 50% OF THE
 STRUCTURE?S VALUE ($32,386) ACCORDING TO THE P.B.C.
 PROPERTY APPRAISER'S OFFICE; THEREFORE, PURSUANT TO
 SECTION 94-441(C)(2) OF THE ZONING AND LAND DEVELOPMENT
 REGULATIONS (ZLDR), THE LANDSCAPE ON THE SITE SHALL BE
 IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS FOUND IN
 ARTICLE XIV OF THE ZLDR. IF THE SITE CONFORMS TO
 ARTICLE XIV, THEN TWO (2) COPIES OF A LANDSCAPE PLAN
 DEMONSTRATING COMPLIANCE SHALL BE INCLUDED WITH THE
 PERMIT RE-SUBMITTAL. IF THE SITE DOES NOT CONFORM TO
 ARTICLE XIV, THEN PRIOR TO THE ZONING APPROVAL OF THIS
 PERMIT A SEPARATE LANDSCAPE PERMIT AND IRRIGATION
 PERMIT SHALL BE SUBMITTED SHOWING MATERIAL TO BRING THE
 SITE INTO CONFORMITY.
  
 4.) UTILITY FACILITIES SHALL BE LANDSCAPED PURSUANT TO
 ZLDR S.94-442.
  
  
 NOTES:
  
 * ANY REVISIONS MAY RESULT IN ADDITIONAL COMMENTS.
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
 * EXISTING USE: WATER PUMP STATION.
  
 * USE CATEGORY: UTILITY FACILITIES, LIGHT, PUBLIC AND
 PRIVATE (PXR IN SF7)
  
 * ZONE: SF7
  
  
  


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