Plan Review Details - Permit 21030396
Plan Review Stops For Permit 21030396
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2021-06-01 Cont ID  
Sent By jwitmer Date 2021-06-01 Time 09:13 Rev Time 0.00
Received By jwitmer Date 2021-06-01 Time 07:54 Sent To  
Notes
2021-06-01 09:12:272020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21030396
 ADD: 1900 OKEECHOBEE RD.
 CONT: SISCA CONSTRUCTION
 TEL: 561-686-5545
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2ND REVIEW
 DATE: TUES. JUNE 01ST/ 2021
 ACTION:
 1) BUILDING PROVISO: 2020FBC-BUILDING CODE. & 2020 W.
 P. B. AMENDMENTS. DURING THE PERMITTING OF THIS
 STRUCTURE THERE WILL BE REQUIRED (3) DIFFERENT FLOOD
 ZONE CERTIFICATES REQUIRED:
  
 (1) COMPLIED. A FLOOD ZONE CERTIFICATE IS REQUIRED AS
 PART OF THE PLAN REVIEW DOCUMENTS WITH THE PROPOSED
 FINISH FLOOR HEIGHT. W. P. B. ADMINISTRATIVE CODE
 107.3.5.1.1 BUILDING MINIMUM PLAN REVIEW CRITERIA FOR
 COMMERCIAL BUILDINGS. ( 8) FLOOD REQUIREMENTS ELEVATION
 CERTIFICATE PROPOSED HEIGHT OF THE BUILDING AND OR
 STRUCTURE.
  
 (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
 ELEVATION CERTIFICATE IS REQUIRED. W. P. B.
 ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS 1.2
 FLOOR/ SLAB INSPECTION. IN FLOOD HAZARD AREAS, UPON
 PLACEMENT OF THE LOWEST FLOOR, INCLUDING BASEMENT, AND
 PRIOR TO FURTHER VERTICAL CONSTRUCTION, THE ELEVATION
 CERTIFICATION, REQUIRED IN SECTION 1612.5, SHALL BE
 SUBMITTED TO THE BUILDING OFFICIAL.
  
 (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS.
 W. P. B. ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS
 (6) FINAL INSPECTION. TO BE MADE AFTER THE BUILDING IS
 COMPLETED AND READY FOR OCCUPANCY. 6.1. LOWEST FLOOR
 ELEVATION. IN FLOOD HAZARD AREAS, AS PART OF THE FINAL
 INSPECTION, A FINAL CERTIFICATION OF THE LOWEST FLOOR
 ELEVATION SHALL BE SUBMITTED TO THE AUTHORITY HAVING
 JURISDICTION.
 .
 2)BUILDING PROVISO. WHEN RACK STORAGE IS OVER 5 FEET 9
 INCHES IN HEIGHT, FIXED/ ANCHORED A SEPARATE PERMIT
 REVIEW AND ASSOCIATED FEES ARE REQUIRED. WEST PALM
 BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
 1, ADMINISTRATION SECTION 105.2(6)
  
 3) BUILDING PROVISO. THIS BUILDING CONTAINS BOLTED AND
 WELDED CONNECTIONS. THE CONTRACTOR IS REQUIRED TO
 PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER OPERATOR
 PERFORMANCE QUALIFICATION RECORDS IN ACCORDANCE WITH
 THE REFERENCED STANDARDS AT TIME OF INSPECTION FOR
 FIELD WIELDING, ON THE JOB-SITE WIELDING. THIRD PARTY
 CERTIFICATION WILL BE REQUIRED.
 THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO
 COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS
 SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING
 INSPECTION.
 2020 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666.
  
 4A) BUILDING PROVVISO / DEFERRED SUBMITTALS. SEE LIST
 ON COVERSHEET.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2021-04-13 Cont ID  
Sent By jwitmer Date 2021-04-13 Time 14:58 Rev Time 0.00
Received By jwitmer Date 2021-04-06 Time 09:30 Sent To  
Notes
2021-04-13 14:21:472020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 21030396
 ADD: 1900 OKEECHOBEE RD.
 CONT: SISCA CONSTRUCTION
 TEL: 561-686-5545
 E-MAIL: [email protected]
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: TUES. APRIL 06TH/ 2021
 ACTION: DENIED
  
 1) THE SUBMITTED ELEVATION CERTIFICATE IT IS ASSUMED
 FOR THE EXISTING BUILDING. THE CITY ALSO NEEDS A FLOOD
 CERTIFICATE FOR THE PROPOSED NEW LATERAL ADDITION.
 IMPROVEMENT VALUE OF THE EXISTING STRUCTURE IS
 $2,263,265.00 DOLLARS (TAKEN FROM PALM BCH. COUNTY
 PROPERTY APPRAISERS WEBSITE). THE PROPOSED VALUE OF THE
 ADDITION IS $1,050,000.00 OF DOLLARS THE PERMIT VALUES
 WITHIN THE LAST 5 YEARS $27,100.00 OF VALUE TOTAL VALUE
 OF $1,077,100.00 LESS THAN ? OF IMPROVEMENT VALUE OF
 $1,131,632.50 DOLLARS.
  
 SUBSTANIAL IMPROVEMENT. SECTION 94-546 PROVISIONS FOR
 FLOOD HAZARD REDUCTION. (A)(3) ANY ALTERATION, REPAIR,
 RECONSTRUCTION, OR IMPROVEMENTS TO A PROPERTY WHICH THE
 CUMULATIVE COST FOR ANY FIVE YEAR PERIOD EQUALS OR
 EXCEEDS 50 % OF THE BUILDING VALUE AT THE COMMENCEMENT
 OF THE FIVE YEAR PERIOD SHALL MEET THE REQUIREMENTS OF
 NEW CONSTRUCTION AS CONTAINED IN THIS ARTICLE.
 THE ORIGINAL BUILDING WAS BUILT, C/OED IN 1969.
 PRE-FIRM. THE FIRST FIRM MACH 01/ 1979. CURRENT FLOOD
 ZONE AE/ BFE: 12.7. IN NAVD88.
  
 TAKEN FROM FEMA BULLITIN SUBSTANIAL IMPROVEMENT AND
 REPAIR SUBSTANIAL REPAIR. PLEASE REVIEW TABLE 6-1A,
 COMPLIANCE MATRIX (A ZONES). THE TYPE OF WORK TO BE
 CONSIDERED IS LATERAL ADDITION NOT SI (SUBSTANIAL-
 IMPROVEMENT), & THE EXISTING BUILDING TO BE CONSIDERED
 PRE-FIRM. ADDITION NOT REQUIRED TO COMPLY.
  
 PLEASE NOTE AN ADDITIONAL DOLLAR AMOUNT OF $ 54,532. 50
 WOULD MAKE THIS A SUBSTANTIAL IMPROVEMENT,
 REHABILITATION (RENOVATION OR REMODEL) AND A
 SUBSTANTIAL IMPROVEMENT, BUILDING (THE ORIGINAL
 BUILDING AND ADDITION) WOULD REQUIRED TO COMPLY, SEE
 THE REQUIREMENT FOR DRY FLOOD PROOFING .
  
 PLEASE PROVIDE A COST BREAK DOWN FOR THE NEW ADDITION.
 THE COST BREAK DOWN WILL INCLUDE THE TOTAL REPLACEMENT
 VALUE TO INCLUDE STRUCTURAL, ELECTRICAL, PLUMBING,
 MECHANICAL, INTERIOR FINISHES, (EXCAVATION AND BACKFILL
 FOR BUILDINGS), ARCHITECTURAL AND DESIGN FEES,
 MARKETING COST, OVERHEAD AND PROFIT; EXCLUDING ONLY
 LAND VALUE. THIS DOCUMENTATION IS KEPT FOR THE FUTURE
 FEMA AUDIT.
  
 2) THE LIFE SAFETY SHEET LS.1:
 2A) THE BUILDING CLASSIFICATION LIST THE CONSTRUCTION
 TYPE AS II-B FULLY SPRINKLERED AND ALLOWED V-B. PLEASE
 NOTE THIS IS A ADDITION TO AN EXISTING BUILDING. THE
 EXISTING BUILDING SQUARE FOOTAGE IS 3025 OFFICE AND 30,
 885 WAREHOUSE OR 33,910 SQ. FT. + 14,950 SQ. FT. =
 48,860 TOTAL SQ. FT. THE MINIMUM ALLOWABLE WOULD BE
 EITHER TYPE V-A SPRINKLERED OR III-B SPRINKLERED.
  
 2B) OCCUPANT LOAD THE ORIGINAL BUILDING NEEDS TO BE
 APPLIED AS WELL. THE PROPERTY APPRAISERS OFFICE LIST
 3025 SQ. FT. AS OFFICE SPACE/ BUSINESS OCCUPANCY.
 PLEASE NOTE IN THE 2020 FBC-B TABLE 1004.1.2 THE FACTOR
 TO BE TAKEN FOR BUSINESS OCCUPANCY IS NOW 150 SQ. FT./
 OCCUPANT. UPDATE OCCUPANT LOADS FOR THE EXISTING
 BUILDING PLUS ADDITION.
  
 2C) OCCUPANT LOAD SHOWS DECIMALS OR PORTIONS OF
 OCCUPANTS. FOR THE MEANS OF EGRESS, YOU ALWAYS ROUND UP
 TO THE NEXT FULL NUMBER FOR EACH CATEGORY. BOAF
 (BUILDING OFFICIALS ASSOCIATION OF FLORIDA) INFORMAL
 INTERPRETATIONS.
  
 2D) PLEASE PROVIDE THE RACK STORAGE LAYOUT ON THE LIFE
 SAFETY PLAN FOR EXIT DIRECTIONAL LIGHT REQUIREMENTS
 SIGHT LINES. 2020 FBC-B 1013.1 WHERE REQUIRED.
  
 2E) WHEN RACK STORAGE IS OVER 5 FEET 9 INCHES IN
 HEIGHT, FIXED/ ANCHORED A SEPARATE PERMIT REVIEW AND
 ASSOCIATED FEES ARE REQUIRED. WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION SECTION 105.2(6)
  
 3) NOTE CHANGED ON 4/14/2021. THIS BUILDING CONTAINS
 BOLTED AND WELDED CONNECTIONS. THE CONTRACTOR IS
 REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &
 WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF
 INSPECTION FOR FIELD WIELDING, ON THE JOB-SITE
 WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED.
 THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO
 COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS
 SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING
 INSPECTION.
 2020 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666.
  
 4A) THE COVER SHEET LIST ITEMS THAT WILL NEED SHOP
 DRAWING, THEY DO NOT REQUEST THESE ITEMS TO BE DEFERRED
 SUBMITTALS INCOMPLIANCE WITH 107.3.4.2 DEFERRED
 SUBMITTALS. FOR THE PURPOSES OF THIS SECTION, DEFERRED
 SUBMITTALS ARE DEFINED AS THOSE PORTIONS OF THE DESIGN
 THAT ARE NOT SUBMITTED AT THE TIME OF THE APPLICATION
 AND THAT ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL
 WITHIN A SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL
 ITEMS SHALL HAVE THE PRIOR APPROVAL OF THE BUILDING
 OFFICIAL. THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE SHALL LIST THE DEFERRED SUBMITTALS
 ON THE CONSTRUCTION DOCUMENTS FOR REVIEW BY THE
 BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
 4B) PRODUCT APPROVALS REQUIRED. COMPONENTS & CLADDING.
 2020 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP CURBS, ROOF TOP RTU
 UNITS.
 (F) SKYLIGHTS
 (G) PRE-ENGINEERED A/C STANDS
  
 5) COMPONENT & CLADDING PRESSURE ARE FOUND ON SHEET
 S-004 AND ARE IN VULT PRESSURES FOR ZONES 1-5. PLEASE
 PROVIDE THE PRESSURES IN VASD SINCE ALL PRODUCT
 APPROVALS FOR COMPONENTS AND CLADDING ARE IN VASD.
 THANK YOU. 107.2.1.2 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 6A) SHEET M-2 THE MECHANICAL ROOF TOP PLAN 1 SHOWS 4
 RTU UNITS ON THE ROOF. THE PLAN DOES NOT INDICATE HOW
 YOU ARE GOING TO GET UP ONTO THE ROOF TO SERVICE THE
 EQUIPMENT.
  
 2017 FBC-M 306.5 EQUIPMENT AND APPLIANCES ON ROOFS OR
 ELEVATED STRUCTURES. WHERE EQUIPMENT REQUIRING ACCESS
 OR APPLIANCES ARE LOCATED ON AN ELEVATED STRUCTURE OR
 THE ROOF OF A BUILDING SUCH THAT PERSONNEL WILL HAVE TO
 CLIMB HIGHER THAN 16 FEET (4877 MM) ABOVE GRADE TO
 ACCESS SUCH EQUIPMENT OR APPLIANCES, AN INTERIOR OR
 EXTERIOR MEANS OF ACCESS SHALL BE PROVIDED. SUCH ACCESS
 SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER
 THAN 30 INCHES (762 MM) IN HEIGHT OR WALKING ON ROOFS
 HAVING A SLOPE GREATER THAN 4 UNITS VERTICAL IN 12
 UNITS HORIZONTAL (33-PERCENT SLOPE). SUCH ACCESS SHALL
 NOT REQUIRE THE USE OF PORTABLE LADDERS. WHERE ACCESS
 INVOLVES CLIMBING OVER PARAPET WALLS, THE HEIGHT SHALL
 BE MEASURED TO THE TOP OF THE PARAPET WALL.
  
 6B) THE PLANS ARE MISSING COMPLIANCE WITH:
 2020 FBC-B 1011.16 LADDERS. PERMANENT LADDERS SHALL NOT
 SERVE AS A PART OF THE MEANS OF EGRESS FROM OCCUPIED
 SPACES WITHIN A BUILDING. PERMANENT LADDERS SHALL BE
 PERMITTED TO PROVIDE ACCESS TO THE FOLLOWING AREAS:
 1.SPACES FREQUENTED ONLY BY PERSONNEL FOR MAINTENANCE,
 REPAIR OR MONITORING OF EQUIPMENT.
 5.NONOCCUPIED ROOFS THAT ARE NOT REQUIRED TO HAVE
 STAIRWAY ACCESS IN ACCORDANCE WITH SECTION 1011.12.1.
 6.LADDERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
 SECTION 306.5 OF THE FLORIDA BUILDING CODE, MECHANICAL.
  
 6C) IF THE SHIPS LADDER IS BUILT IN THE INSIDE OF THE
 BUILDING THEN A ROOF HATCH WOULD ALSO BE REQUIRED. ROOF
 TOP HATCHES/ ROOF ACCESS/ 2020 FBC-B 1011.12.2. IN
 BUILDINGS THAT DO NOT HAVE AN OCCUPIED ROOF SHALL BE
 PERMITTED TO BE A ROOF HATCH OR TRAP DOOR NOT LESS THAN
 16 SQUARE FEET IN AREA AND HAVING A MINIMUM DIMENSION
 OF 2 FEET.
  
 7) THIS REQUIREMENT IS IF THERE IS NO RESIDENT
 INSPECTOR ON THE JOB. SHEET S-201 THE ROOF FRAMING PLAN
 DOES NOT SHOW THE NECESSARY ADDITIONAL FRAMING FOR THE
 ROOF TOP CURBS. SHEET S-403 DOES PROVIDE NOTES FOR
 EXISTING ROOF TOPS BUT NOT THE WELDING REQUIREMENTS FOR
 ADDITIONAL ROOF FRAMING MEMBERS, TYPES OF WELDS AND
 SIZE AND SPACING. THE CONTRACTOR IS REQUIRED TO PROVIDE
 WELD PROCEDURE SPECIFICATIONS & WELDER OPERATOR
 PERFORMANCE QUALIFICATION RECORDS IN ACCORDANCE WITH
 THE REFERENCED STANDARDS AT TIME OF INSPECTION FOR
 FIELD WIELDING, ON THE JOB-SITE WIELDING. THIRD PARTY
 CERTIFICATION WILL BE REQUIRED. REPORTS SUBMITTED TO
 BUILDING INSPECTOR AT TIME OF FRAMING INSPECTION.
 2020 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666.
  
 8) 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.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
 WORKING HOURS ARE MON.- WED. 8:00 AM- NOON. PART-TIME/
 RETIRED.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2021-05-21 Cont ID  
Sent By equinone Date 2021-05-21 Time 09:37 Rev Time 0.00
Received By equinone Date 2021-05-21 Time 09:37 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2021-04-05 Cont ID  
Sent By equinone Date 2021-04-05 Time 10:34 Rev Time 0.00
Received By equinone Date 2021-04-05 Time 08:53 Sent To  
Notes
2021-04-05 10:35:18CODES IN EFFECT
 CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2020 7TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2020
 7TH ED, CHAPTER 1.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020
 7TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2020
 7TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2020 7TH EDITION
 NEC = NFPA 70 2017 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
 FAC = FLORIDA ADMINISTRATIVE CODE
  
 REVIEW STATUS: FAILED. PLEASE SEE COMMENTS BELOW:
  
 1) PLEASE PROVIDE PANEL SCHEDULE FOR PANEL ?HO?.
 2) MAXIMUM NUMBER OF DISCONNECTS AT ONE LOCATION IS
 LIMITED TO SIX. RISER DIAGRAMS SHOWS THAT PANEL ?HO? IS
 MLO. IF PANEL ?HO? DOES NOT HAVE AN MCB AND RISER ALSO
 SHOWS TWO FUTURE SERVICE DISCONNECTS PLUS ONE 225 AMPS
 PLEASE SHOW COMPLIANCE WITH NEC 225.3
 3) PLEASE ATTACH THE DETAILS OF THE LOAD CALCULATIONS
 FOR MAIN SERVICE
 4) PLEASE PROVIDE AVAILABLE SHORT CIRCUIT CURRENT AT
 MAIN SERVICE
 5) PLEASE ADD NOTE SPECIFYING THAT ELECTRICAL WORK MUST
 COMPLY WITH NEC 2017 AND FBC 2020 7TH EDITION
  
 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 OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
 IF THE RESUBMITTAL IS NOT PREPARED BY A DESIGN
 PROFESSIONAL (ARCHITECT OR ENGINEER), AND THE PAGES ARE
 11X17 OR SMALLER, YOU MAY RESUBMIT, ALONG WITH A
 COMPLETED RESUBMITTAL FORM, VIA EMAIL TO
 [email protected]. THE EMAIL SHOULD INCLUDE THE PERMIT
 NUMBER AND "RESUBMITTAL" IN THE SUBJECT LINE. THE
 RESUBMITTAL FORM CAN BE FOUND AT THIS WEBSITE:
  
 HTTPS://WWW.WPB.ORG/GOVERNMENT/DEVELOPMENT-SERVICES/FOR
 MS
  
 ENRIQUE QUINONEZ P.E.
 ELECTRICAL PLANS EXAMINER
 DEVELOPMENT SERVICES
 CITY OF WEST PAM BEACH
 401 CLEMATIS STREET, 1ST FLOOR
 WEST PALM BEACH, FL 33401
  
 FEEL FREE TO CONTACT ME IF YOU WISH TO DISCUSS:
 PHONE: 561-805-6746
 EMAIL: [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2021-05-28 Cont ID  
Sent By rrossano Date 2021-05-28 Time   Rev Time 0.00
Received By rrossano Date 2021-05-28 Time   Sent To  
Notes
2021-06-01 22:39:23 
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2021-05-21 Cont ID  
Sent By rrossano Date 2021-05-21 Time   Rev Time 0.00
Received By rrossano Date 2021-05-21 Time   Sent To  
Notes
2021-05-21 12:18:38UNDER FORMAL ENGINEERING REVIEW E21050006.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2021-03-31 Cont ID  
Sent By rrossano Date 2021-03-31 Time   Rev Time  
Received By rrossano Date 2021-03-31 Time   Sent To  
Notes
2021-03-31 10:51:24A FORMAL ENGINEERING SUBMITTAL IS REQUIRED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2021-05-21 Cont ID  
Sent By cwalker Date 2021-05-21 Time   Rev Time 0.00
Received By cwalker Date   Time   Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2021-03-18 Cont ID  
Sent By cwalker Date 2021-03-18 Time   Rev Time  
Received By cwalker Date   Time   Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2021-06-07 Cont ID  
Sent By lmarchan Date 2021-06-07 Time 11:08 Rev Time 0.00
Received By lmarchan Date 2021-05-17 Time 09:44 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2021-05-04 Cont ID  
Sent By ccarvaja Date 2021-05-04 Time 10:54 Rev Time 0.00
Received By medwards Date 2021-03-08 Time 10:25 Sent To  
Notes
2021-04-22 10:26:06THIS WAS REMOVED FROM REVIEW DUE TO NFIP DETERMINATION.
 ADDED BACK TO REVIEW BACKDATING TO 3/8 (4/22) S.HILL
 PLAN REVIEW - PLEASE SEE ME IF YOU HAVE QUESTIONS OR
 WISH TO DISCUSS
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2021-06-09 Cont ID  
Sent By lmarchan Date 2021-06-09 Time 11:48 Rev Time 0.00
Received By lmarchan Date 2021-06-03 Time 13:46 Sent To  
Notes
2021-06-08 13:29:05RECEIPT MU-2021-27822 - $23,858.55 - PAID
  
2021-06-03 13:47:036/3/21 EMAILED IMPACT OFFICE TO REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2021-04-13 Cont ID  
Sent By jwitmer Date 2021-04-13 Time 14:27 Rev Time 0.00
Received By jwitmer Date 2021-04-06 Time 09:30 Sent To  
Notes
2021-04-13 14:27:31IMPACT FEES - DIGITAL SUBMITTALS:
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected] .
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2021-05-28 Cont ID  
Sent By medwards Date 2021-05-28 Time 09:18 Rev Time 0.00
Received By medwards Date 2021-05-28 Time 08:56 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2021-05-04 Cont ID  
Sent By medwards Date 2021-05-04 Time 07:27 Rev Time 0.00
Received By medwards Date 2021-05-04 Time 06:18 Sent To  
Notes
2021-05-04 07:28:131ST REVIEW FBC-2020 MECHANICAL
 PERMIT-21030396
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE
 FBC M- FLORIDA MECHANICAL CODE
 FBC EC- FLORIDA ENERGY CONSERVATION
 FBC FG- FLORIDA FUEL GAS
 FBC EX- FLORIDA EXISTING BUILDING CODE
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLEASE PROVIDE THE ENERGY CALCULATIONS FOR THE
 ENTIRE STRUCTURE. FBC EC C402
  
 2) PLEASE PROVIDE MECHANICAL EQUIPMENT SIZING
 CALCULATIONS FOR EACH RTU AND THE AHU. FBC EC C403.2.1
 AND FBC M 312.1
  
 3) PLEASE SHOW THE CONDENSATION PIPING AND THE
 TERMINATION LOCATION FOR THE MINI-SPLIT. FBC M 307.2
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 2 Status P Date 2021-06-01 Cont ID  
Sent By jwitmer Date 2021-06-01 Time 08:55 Rev Time 0.00
Received By jwitmer Date 2021-06-01 Time 07:54 Sent To  
Notes
2021-06-01 09:00:23SUBMITTED FLOOD CERTIFICATE FOR PROPOSED NEW
 CONSTRUCTION.
 AE BFE 12.7 NAVD88
 TOP OF FINISH FLOOR 15.2 NAVD88LOWEST ELE OF MACHINERY
 OR EQUIP. 16.9 NAVD 88
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status F Date 2021-04-13 Cont ID  
Sent By jwitmer Date 2021-04-13 Time 15:01 Rev Time 0.00
Received By jwitmer Date 2021-04-13 Time 14:00 Sent To  
Notes
2021-04-13 15:01:231) THE SUBMITTED ELEVATION CERTIFICATE IT IS ASSUMED
 FOR THE EXISTING BUILDING. THE CITY ALSO NEEDS A FLOOD
 CERTIFICATE FOR THE PROPOSED NEW LATERAL ADDITION.
 IMPROVEMENT VALUE OF THE EXISTING STRUCTURE IS
 $2,263,265.00 DOLLARS (TAKEN FROM PALM BCH. COUNTY
 PROPERTY APPRAISERS WEBSITE). THE PROPOSED VALUE OF THE
 ADDITION IS $1,050,000.00 OF DOLLARS THE PERMIT VALUES
 WITHIN THE LAST 5 YEARS $27,100.00 OF VALUE TOTAL VALUE
 OF $1,077,100.00 LESS THAN ? OF IMPROVEMENT VALUE OF
 $1,131,632.50 DOLLARS.
  
 SUBSTANIAL IMPROVEMENT. SECTION 94-546 PROVISIONS FOR
 FLOOD HAZARD REDUCTION. (A)(3) ANY ALTERATION, REPAIR,
 RECONSTRUCTION, OR IMPROVEMENTS TO A PROPERTY WHICH THE
 CUMULATIVE COST FOR ANY FIVE YEAR PERIOD EQUALS OR
 EXCEEDS 50 % OF THE BUILDING VALUE AT THE COMMENCEMENT
 OF THE FIVE YEAR PERIOD SHALL MEET THE REQUIREMENTS OF
 NEW CONSTRUCTION AS CONTAINED IN THIS ARTICLE.
 THE ORIGINAL BUILDING WAS BUILT, C/OED IN 1969.
 PRE-FIRM. THE FIRST FIRM MACH 01/ 1979. CURRENT FLOOD
 ZONE AE/ BFE: 12.7. IN NAVD88.
  
 TAKEN FROM FEMA BULLITIN SUBSTANIAL IMPROVEMENT AND
 REPAIR SUBSTANIAL REPAIR. PLEASE REVIEW TABLE 6-1A,
 COMPLIANCE MATRIX (A ZONES). THE TYPE OF WORK TO BE
 CONSIDERED IS LATERAL ADDITION NOT SI (SUBSTANIAL-
 IMPROVEMENT), & THE EXISTING BUILDING TO BE CONSIDERED
 PRE-FIRM. ADDITION NOT REQUIRED TO COMPLY.
  
 PLEASE NOTE AN ADDITIONAL DOLLAR AMOUNT OF $ 54,532. 50
 WOULD MAKE THIS A SUBSTANTIAL IMPROVEMENT,
 REHABILITATION (RENOVATION OR REMODEL) AND A
 SUBSTANTIAL IMPROVEMENT, BUILDING (THE ORIGINAL
 BUILDING AND ADDITION) WOULD REQUIRED TO COMPLY, SEE
 THE REQUIREMENT FOR DRY FLOOD PROOFING .
  
 PLEASE PROVIDE A COST BREAK DOWN FOR THE NEW ADDITION.
 THE COST BREAK DOWN WILL INCLUDE THE TOTAL REPLACEMENT
 VALUE TO INCLUDE STRUCTURAL, ELECTRICAL, PLUMBING,
 MECHANICAL, INTERIOR FINISHES, (EXCAVATION AND BACKFILL
 FOR BUILDINGS), ARCHITECTURAL AND DESIGN FEES,
 MARKETING COST, OVERHEAD AND PROFIT; EXCLUDING ONLY
 LAND VALUE. THIS DOCUMENTATION IS KEPT FOR THE FUTURE
 FEMA AUDIT.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
 WORKING HOURS ARE MON.- WED. 8:00 AM- NOON. PART-TIME/
 RETIRED.
  
 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 P PLUMBING
Rev No 2 Status P Date 2021-06-02 Cont ID  
Sent By lcrespo Date 2021-06-02 Time 14:02 Rev Time 0.00
Received By lcrespo Date 2021-06-02 Time 13:38 Sent To  
Notes
2021-06-02 14:02:4006/02/21 REVIEWED FOR CODE COMPLIANCE (PLUMBING)
  
 BY REVIEWING THE PLANS / SPECIFICATIONS FOR CODE
 COMPLIANCE DOES NOT RELIEVE THE OWNER, DESIGN
 PROFESSIONAL, CONTRACTORS, OR THEIR REPRESENTATIVES
 FROM THE RESPONSIBILITY TO COMPLY WITH ALL LOCAL,
 STATE, AND NATIONAL CODES AND STANDARDS IN EFFECT AT
 THE TIME OF PERMIT ISSUANCE. OUR REVIEW IS NOT A CHECK
 OF EVERY ITEM AND DOES NOT PREVENT THIS DEPARTMENT FROM
 REQUIRING CORRECTIONS DURING CONSTRUCTION. ANY CHANGES
 / ALTERATIONS TO APPROVED PLANS SHALL BE APPROVED TO
 AVOID VOIDING OF THE PERMIT.
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2021-05-03 Cont ID  
Sent By lcrespo Date 2021-05-03 Time 16:58 Rev Time 0.00
Received By lcrespo Date 2021-05-03 Time 10:41 Sent To  
Notes
2021-05-03 16:59:2205/03/21 1ST PLUMBING REVIEW**DENIED** WITH COMMENTS
  
 NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS
 TIME, AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE
 GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS.
  
 1. ON SHEET A5;
 A. THE WATER CLOSET DIAGRAM SHOWS THE PAPER HOLD NOT TO
 CENTER DIMENSION FRONT 7" TO 9" PER THE 2020 FBC ACC
 SEC. 604.7.
  
 B. THE SIDE GRAB BARS ON THE HORIZONTAL ARE TO THE
 CENTER PER THE 2020 FBC ACC SEC. 604.5.1. SIDE WALL.
  
 C. THE WATER CLOSET OF THE WALL SHALL BE 16" TO 18" PER
 THE FBC ACC SEC. 604.2 LOCATION.
  
 D. THE TOILET SEATS NEED TO BE 17" INCHES TO 19" INCHES
 MAXIMUM MEASURED TO THE TOP OF THE SEAT PER THE 2020
 FBC ACC SEC. 604.4 SEATS.
  
 E. THE DOOR SWINGS IN THE CLEAR FLOOR SPACE PLEASE SHOW
 THE TURNING SPACE DIAMETER PER THE 2020 FBC SEC.
 304.3.1 CIRCULAR SPACE.
  
 F. PLEASE REMOVE OR X OUT SHOWER AND ANY OTHER DRAWING
 THAT DO NOT PERTAIN TO THESE PLANS PER THE WPB
 AMENDMENTS TO THE FBC SEC. 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS.
  
 G. PLEASE SHOW A DETAIL ON GRAB BAR THAT COMPLIES WITH
 2020 FBC SEC. 609.8 STRUCTURAL STRENGTH.
  
 2. PLEASE PROVIDE A NOTE ON THE PLANS THAT AN RPZ
 BACKFLOW WILL REQUIRES A SEPARATE PERMIT PER THE WPB
 AMENDMENTS TO THE FBC SEC. 105.1.
  
 3. THE SERVICE SINK (MOP SINK) SURROUNDING THE WALL
 SHALL BE NON-ABSORBENT SURFACE IN ACCORDANCE WITH THE
 2020 FBC BUILDING SEC. 1210.2.2 AND 2020 FBC SEC. P
 310.3. PLEASE MAKE A NOTE ON THIS SHEET.
  
 WHEN RESUBMITTING PLANS, PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & REPLACE ANY NECESSARY PAGES.
 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 EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 HTTPS://CODES.ICCSAFE.ORG/CODES/FLORIDA
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop PRIVATEPRV PRIVATE PROVIDER DOCUMENTS
Rev No 1 Status P Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-09-02 16:23:03PRIVATE PROVIDER INSPECTIONS ONLY TEW & TAYLOR
 APPROVED
 RICHARD GATHRIGHT
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status N Date 2021-06-01 Cont ID  
Sent By jwitmer Date 2021-06-01 Time 09:01 Rev Time 0.00
Received By jwitmer Date 2021-06-01 Time 07:54 Sent To  
Notes
2021-06-01 09:01:44ROOFING DEFERRED SUBMITTAL (N) TO BE SUBMITTED AFTER
 PERMIT ISSUANCE.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2021-04-13 Cont ID  
Sent By jwitmer Date 2021-04-13 Time 14:26 Rev Time 0.00
Received By jwitmer Date 2021-04-06 Time 09:31 Sent To  
Notes
2021-04-13 14:24:47ROOFING REVIEW: THIS REVIEW CYCLE THE QUESTION WAS
 ASKED IF THE ROOFING PRODUCT APPROVAL IS GOING TO BE A
 DEFERRED SUBMITTAL? OR PROVIDE HE ROOFING PRODUCT
 APPROVAL.
 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE
 CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND
 DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS,
 VENTING, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS
 AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE
 INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL
 INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR
 THE SPECIFIC SITE.
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2021-05-28 Cont ID  
Sent By medwards Date 2021-05-28 Time 09:22 Rev Time 0.00
Received By medwards Date 2021-05-28 Time 09:22 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2021-05-04 Cont ID  
Sent By medwards Date 2021-05-04 Time 10:53 Rev Time 0.00
Received By medwards Date 2021-05-04 Time 10:53 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2021-06-07 Cont ID  
Sent By ajones Date 2021-06-07 Time 10:54 Rev Time 0.00
Received By ajones Date 2021-06-07 Time 10:54 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2021-04-15 Cont ID  
Sent By awooten Date 2021-04-15 Time   Rev Time  
Received By awooten Date 2021-04-15 Time   Sent To  
Notes
2021-04-15 11:35:45*************************ZONING
 REVIEW******************************
  
 IS THE FOOTPRINT OF THE BUILDING CHANGING?
  
 PROVIDE A SURVEY AND/OR SITE PLAN FOR THE PROPERTY.
  
 THIS PROJECT IS A PART OF A SITE PLAN APPROVAL PROCESS
 WITH THE PLANNING DIVISION.
  
 PLEASE SUBMIT THE APPROVED SITE PLAN LETTER.
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]


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