Plan Review Details - Permit 17120517
Plan Review Stops For Permit 17120517
Review Stop AD ADDRESSING
Rev No 2 Status F Date 2018-10-30 Cont ID  
Sent By shill Date 2018-10-30 Time 11:26 Rev Time 0.00
Received By shill Date 2018-10-30 Time 11:26 Sent To  
Notes
2018-10-30 11:26:5910/30 - UNITY OF TITLE RECORDED 2/15/18 (BOOK 29652/PG
 1217), CONFIRMED W/VINCE NOEL
  
 THE PLANS DO NOT APPEAR TO BE CONSISTENT - AREA OF WORK
 SHOWN DOES NOT APPEAR TO BE FOR THE CORRECT BUILDING.
  
 TWO DIFFERENT PARCELS HAVE THE SAME ADDRESS. UNIQUE
 ADDRESSES ARE REQUIRED PER CITY STANDARDS.
  
  
 FOR ADDRESSING, PLEASE CONTACT (PREFERABLY VIA EMAIL):
  
 MICHAEL ORIO
 GIS SUPPORT SPECIALIST
 [email protected]
 CITY OF WEST PALM BEACH
 INFORMATION TECHNOLOGY DEPARTMENT
 401 CLEMATIS STREET, WEST PALM BEACH, FLORIDA 33401
 P: 561.494.1080
  
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2018-07-05 Cont ID  
Sent By shill Date 2018-07-05 Time 08:31 Rev Time 0.00
Received By shill Date 2018-07-05 Time 08:31 Sent To  
Notes
2018-07-05 08:31:31FOR ADDRESSING, PLEASE CONTACT (PREFERABLY VIA EMAIL):
  
 MICHAEL ORIO
 GIS SUPPORT SPECIALIST
 [email protected]
 CITY OF WEST PALM BEACH
 INFORMATION TECHNOLOGY DEPARTMENT
 401 CLEMATIS STREET, WEST PALM BEACH, FLORIDA 33401
 P: 561.494.1080
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2018-10-01 Cont ID  
Sent By jgomez Date 2018-10-01 Time 13:40 Rev Time 0.00
Received By jgomez Date 2018-10-01 Time 13:15 Sent To  
Notes
2018-10-01 13:42:17CHANGE OF OCCUPANCY.
 FOURTH BUILDING REVIEW COMMENTS
 CODE: FBC 5TH EDITION (2014).
  
  
 1) PLANS SUBMITTED DON'T CORRESPOND TO THIS PROJECT. IT
 LOOKS LIKE THE PLANS ARE FOR OTHER BUILDING ON SAME
 PROPERTY. THEREFORE A FORMAL REVIEW CAN NOT BE
 PERFORMED. PROVIDE PLANS ADDRESSING ALL THE COMMENTS ON
 PREVIOUS CHECKLIST. SEC. 107.2.1 CITY AMENDMENTS.
  
  
  
  
  
  
  
  
 THIRD BUILDING REVIEW COMMENTS
 CODE: FBC 5TH EDITION (2014).
  
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
  
  
 ORIGINAL COMMENT:
 1) PLEASE CORRECT THE PERMIT AND PLAN ADDRESS. THE
 ADDRESS INDICATED ON BOTH THE PLANS AND PERMIT
 APPLICATION INDICATE 925 N RAILROAD AVE. PCN:
 74-43-43-15-20-005-0110. THE LOCATION OF THE BUILDING
 SHOWN ON SHEET C-1 IS LOCATED AT THE ADDRESS 1013 N.
 RAILROAD AVE. PCN: 74-43-43-15-20-005-0090. PLEASE
 CORRECT THE ADDRESS ON THE PERMIT APPLICATION AND
 PLANS. SHEET C-1 SHOWS THE SITE AS ONE PROPERTY,
 WHEREAS THERE IS 3 LOTS AND 3 ADDRESSES.
  
 RESPONSE:
 UNITY OF TITLE WAS RECORDED ON 02/15/2018 BUT THERE WAS
 NOT REQUEST TO THE CITY TO GET AN ADDRESS. WE GENERATED
 AN ADDRESS REVIEW STOP TO GET THE OFFICIAL ADDRESS OF
 THIS BUILDING. PLANS WILL NEED TO BE REVISED SHOWING
 THE APPROVED ADDRESS. APPLICANT TO COORDINATE
 ADDRESSING ISSUE WITH:
 MICHAEL ORIO
 GIS SUPPORT SPECIALIST
 CITY OF WEST PALM BEACH
 INFORMATION TECHNOLOGY DEPARTMENT
 401 CLEMATIS STREET ? WEST PALM BEACH ? FLORIDA 33401
 P: 561.494.1080 | WWW.WPB.ORG
  
 ORIGINAL COMMENT:
 2- SHEET A1 AND A2 EXISTING AND DEMOLITION PLAN. ON THE
 WEST SIDE OF THE BUILDING A EXISTING CORRIDOR.
 PALM BEACH COUNTY AERIAL PHOTOGRAPHY SHOWS FROM
 2009-2014 THIS AREA BEING A OPEN AIR LOADING PLATFORM.
 IN JAN. 31/2016 THIS AREA HAS BEEN ENCLOSED ON THE
 NORTH AND WEST WITH A WALL AND A ROOF FRAMING AND
 ROOFING SYSTEM BUILT WITHOUT THE BENEFIT OF PERMIT AND
 INSPECTIONS.
  
 RESPONSE:
 DETAIL A/6 ON SHEET A-4:
 2A)IT IS NOT CLEAR HOW THE SIMPSON HETA 20 IS INSTALLED
 IN AN EXISTING CONCRETE BLOCK WALL. THIS CONNECTOR IS
 TO BE EMBEDDED IN THE CONCRETE. ALSO, IS NOT CLEAR HOW
 THE SIMPSON THGW4-4 IS INSTALLED. LOOK AT THE
 DIMENSIONS OF THIS CONNECTOR. ALSO, ANCHOR SCHEDULE
 LOCATION SPECIFIES CMU WALL TO (2)2X12. WHAT'S THIS. IS
 THERE A LEDGER. HOW IS THE LEDGER ATTACHED TO THE
 WALL?. PROVIDE COMPLETE DETAIL AND SPECIFICATIONS
 SHOWING HOW THESE CONNECTORS ARE INSTALLED. SEC.
 107.2.1 CITY AMENDMENTS.
  
 2B)PROVIDE COMPLETE DETAILS ANS SPECIFICATION SHOWING
 COMPLIANCE WITH THE ATTIC CROSS VENTILATION AS REQUIRED
 BY SEC. 1203.2
 FBC.
  
 2C) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 FINISHED CEILING AND WALLS IN THIS CORRIDOR. SEC.
 107.2.1 CITY AMENDMENTS.
  
 2D) SPECIFY HEADROOM. SEC. 1208.2 FBC
  
 ORIGINAL COMMENT:
 3- PICTURES TAKEN ON LINE FROM THE DANIEL ART WORLD
 GALLERY SHOW NEW STOREFRONT SYSTEM, DOORS SIDELIGHTS,
 MULLIONS AND TRANSOM INSTALLED WITHOUT THE BENEFIT OF
 PERMIT.
  
 RESPONSE:
 DETAIL A-5 ON SHEET A-4:
 3A) ANCHOR SCHEDULE DOESN'T SHOW ANY A2 CONNECTOR. SEC.
 107.2.1 CITY AMENDMENTS.
  
 3B) SPECIFY NUMBER OF STUCCO COATS AND THICKNESS AS
 REQUIRED BY SEC. 2511.1 FBC. (THREE COATS AND 7/8"
 TOTAL THICKNESS).
  
 3C) SPECIFY DOUBLE LAYER OF WATER RESISTIVE BARRIER AS
 REQUIRED BY SEC. 2510.6 FBC.
  
 3D) LETTERING IN EXTERIOR WALL FRAMING DETAIL AND
 ANCHOR SCHEDULE IS NOT LEGIBLE. IT'S TOO SMALL. REVISE
 AS REQUIRED. SEC. 107.2.1 CITY AMENDMENTS. NOTE: THERE
 ARE MANY DETAILS THAT HAVE VERY SMALL LETTERING AND ARE
 NOT LEGIBLE. PLEASE MAKE SURE THAT ALL DETAILS AND
 SPECIFICATIONS ON ALL PLANS HAVE LEGIBLE LETTERING TO
 AVOID UNNECESSARY DENIALS.
  
 ORIGINAL COMMENT:
 4- 2ND REQUEST. THE COVERSHEET INDICATES THE OCCUPANT
 LOAD OF 378 AND SHEET A-1 SHOWS 4 EXITS AND 3
 ACCESSIBLE EXIT. PLEASE REVIEW SECTION:
 4 X 0.60= 2.4, REQUIRES 3 ACCESSIBLE EXITS THAT WILL
 MEET THE REMOTENESS REQUIREMENTS UNDER FBC-B 1015.2.1.
  
 2014 FBC-EXISTING BUILDING CODE 1012.8 ACCESSIBILITY.
 EXISTING BUILDINGS THAT UNDERGO A CHANGE OF GROUP OR
 OCCUPANCY CLASSIFICATION SHALL COMPLY WITH THE
 PROVISIONS OF THE FLORIDA BUILDING CODE, ACCESSIBILITY.
  
 2014 ACCESS. CODE 206.4.1 PUBLIC ENTRANCES. IN ADDITION
 TO ENTRANCES REQUIRED BY 206.4.2 THROUGH 206.4.9, AT
 LEAST 60 PERCENT OF ALL PUBLIC ENTRANCES SHALL COMPLY
 WITH 404.
  
 (GRAY BOX FLORIDA SPECIFIC). BARRIERS AT COMMON OR
 EMERGENCY ENTRANCES AND EXITS OF BUSINESS
 ESTABLISHMENTS CONDUCTING BUSINESS WITH THE GENERAL
 PUBLIC THAT ARE EXISTING, UNDER CONSTRUCTION, OR UNDER
 CONTRACT FOR CONSTRUCTION WHICH WOULD PREVENT A PERSON
 FROM USING SUCH ENTRANCES OR EXITS SHALL BE REMOVED.
  
 RESPONSE:
 4A)INFORMATION ON THE COVER SHEET WAS REVISED. CLEARLY
 LABEL ON PLANS THE NEW STORAGE AREAS. THERE ARE MANY
 DISCREPANCIES ON THE SQUARE FOOTAGES. IT DOESN'T ADD UP
 TO THE SQUARE FOOTAGES SHOWN ON PLANS AND IT DOESN'T
 MATCH PROPERTY APPRAISER INFORMATION. ACCORDING TO
 PROJECT DATA ON TOP OF SHEET THE EXISTING BUILDING AREA
 IS 11,688 S.F. CLARIFY AS REQUIRED AND CLEARLY PROVIDE
 ON PLANS EACH SQUARE FOOTAGE AREA CONSIDERED FOR THE
 TOTAL OCCUPANT LOAD CALCULATION (DISPLAY AREA, STORAGE
 AREAS AND OFFICE AREA). SEC. 107.2.1 CITY AMENDMENTS.
  
 4B) IT'S NOT CLEAR HOW THE OFFICES ARE ACCESSIBLE FROM
 THE STREET IS THERE IS A 4" DROP A THE ENTRY. ARE ALL
 THE OFFICES AT THE SAME LEVEL. THIS DRAWING DOESN'T
 MATCH OTHER DRAWINGS. IS THE ENTRY DOOR GOING TO BE
 REPLACED?. IS THAT WHY CHANGING THE SWING OF THE DOOR?.
 SEC. 107.2.1 CITY AMENDMENTS. NOTE: DOOR MANEUVERING
 REQUIREMENTS MAY APPLY ALSO. SEC. 404.2.4 FBC
 ACCESSIBILITY.
  
 4C) PROPOSED SECOND EGRESS DOORS ON THE NORTH END NEED
 MORE INFORMATION. NEED TO COORDINATE THE LINTEL
 INFORMATION AND NEED TO PROVIDE STRUCTURAL SUPPORT AT
 HE NEEDS OF THE PROPOSED OPENING. CONCRETE LINTEL CAN
 NOT BE SUPPORTED ON WOOD FRAME. REVISE/COORDINATE
 STRUCTURAL INFORMATION AS REQUIRED. PROVIDE COMPLETE
 FRAMING DETAILS AND SPECIFICATIONS FOR THE NEW DOORS.
 SEC. 1601.1 FBC.
  
 4D) NEW STORAGE AREAS (OLD LOADING AREAS). NOT CLEAR
 HOW THESE AREAS ARE ENCLOSED. SHEET A-2 SHOWS EXISTING
 ROLL UP DOORS TO REMAIN, BUT THE DOORS ARE NOT SHOWN ON
 THE OTHER PLANS. CLARIFY. SEC. 1074.2.1 CITY
 AMENDMENTS.
  
 4E) THE LIFE SAFETY PLAN ONLY SHOWS EXIT SIGNS ON ONE
 SIDE OF THE WALL DIVIDING THE NORTH AND SOUTH BUILDING.
 PROVIDE SIGN ON BOTH SIDES. SEC. 1011.1 FBC
  
 4F) REVISE EXITING REQUIREMENT INFORMATION ON SHEET
 C-1. THE PROVIDED EXIT WIDTH IS NOT 144 INCHES. NEED TO
 CONSIDER THE CLEAR WIDTH OF THE DOORS NOT THE SIZE OF
 THE DOORS. SEE SEC. 1008.1.1 FBC FOR PROPER WAY OF
 DETERMINING THE CLEAR WIDTH OPENING OF THE DOOR AND
 REVISE AS REQUIRED.
  
 4G) THE SCALE SHOWN ON THE SITE PLAN ON SHEET C-1
 DOESN'T MATCH THE SCALE OF DRAWING. REVISE TO MATCH.
 SEC. 107.2.1 CITY AMENDMENTS.
  
 ORIGINAL COMMENT:
 5- NOTICE ONLY!!!! PLEASE NOTE THE EGRESS DOOR THAT
 OPENS ONTO NORTH RAILROAD AVENUE IS AN EXISTING
 NON-CONFORMING DOORWAY THAT SWINGS OUT OVER THE PUBLIC
 SIDEWALK, NOTE IF THE DOOR IS NOT REPLACED IT DOES NOT
 NEED TO BE REPLACED, BUT WHEN THE DOOR AND JAMB ARE
 REPLACED IT WILL STILL NEED TO SWING OUT BUT RECESSED
 BACK IN AN ALCOVE.
 2014 FBC-B 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8
 FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC
 RIGHT-OF-WAY ABOVE GRADE AND BELOW 8 FEET (2438 MM) IN
 HEIGHT SHALL BE PROHIBITED EXCEPT AS PROVIDED FOR IN
 SECTIONS 3202.2.1 THROUGH 3202.2.3. DOORS AND WINDOWS
 SHALL NOT OPEN OR PROJECT INTO THE PUBLIC RIGHT-OF-WAY.
  
  
 ORIGINAL COMMENT #12:
 12- 2ND REQUEST. SHEET A4 DOES NOT COMPLY WITH THE
 HANDRAIL NOR GUARDRAIL REQUIREMENTS. 2014 FBC-B
 1607.8.1 HANDRAILS AND GUARDS.
 HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A
 LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT (PLF) IN
 ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. GLASS HANDRAIL
 ASSEMBLIES AND GUARDS SHALL ALSO COMPLY WITH SECTION
 2407.
  
 12A) 2014 FBC-B 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS
 AND GUARDS SHALL ALSO BE DESIGNED TO RESIST A
 CONCENTRATED LOAD OF 200 POUNDS IN ACCORDANCE WITH
 SECTION 4.5.1 OF ASCE 7.
  
 12B) 2014 FBC-B 1607.8.1.2 INTERMEDIATE RAILS.
 INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL),
 BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO RESIST
 A CONCENTRATED LOAD OF 50 POUNDS IN ACCORDANCE WITH
 SECTION 4.5.1 OF ASCE 7.
  
 12C) PLEASE DO NOT RESTATE THE CODE, BUT PROVIDE
 CALCULATIONS. 107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS. SUCH INFORMATION SHALL BE SPECIFIC, AND THE
 TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE OR IN
 PART, NOR SHALL THE TERM "LEGAL" OR ITS EQUIVALENT BE
 USED AS A SUBSTITUTE FOR SPECIFIC INFORMATION. ALL
 INFORMATION, DRAWINGS, SPECIFICATIONS AND ACCOMPANYING
 DATA SHALL BEAR THE NAME AND SIGNATURE OF THE PERSON
 RESPONSIBLE FOR THE DESIGN. (SEE ALSO SECTION 107.3.5).
  
 12D) SHEETS A1 AND A2 DOES NOT SHOW A HANDRAIL FOR ANY
 OF THE EXISTING STAIRS OR FOR THE EXISTING (PROPOSED)
 STAIRS. 805.9 HANDRAILS. EXISTING BUILDING CODE. THE
 REQUIREMENTS OF SECTIONS EXIST. BUILD. CODE. 805.9.1
 AND 805.9.2 SHALL APPLY TO HANDRAILS FROM THE WORK AREA
 FLOOR TO, AND INCLUDING, THE LEVEL OF EXIT DISCHARGE.
  
 12D)(1)EXIST BUILD. CODE 805.9.1 MINIMUM REQUIREMENT.
 EVERY REQUIRED EXIT STAIRWAY THAT IS PART OF THE MEANS
 OF EGRESS FOR ANY WORK AREA AND THAT HAS THREE OR MORE
 RISERS AND IS NOT PROVIDED WITH AT LEAST ONE HANDRAIL,
 OR IN WHICH THE EXISTING HANDRAILS ARE JUDGED TO BE IN
 DANGER OF COLLAPSING, SHALL BE PROVIDED WITH HANDRAILS
 FOR THE FULL LENGTH OF THE RUN OF STEPS ON AT LEAST ONE
 SIDE. ALL EXIT STAIRWAYS WITH A REQUIRED EGRESS WIDTH
 OF MORE THAN 66 INCHES (1676 MM) SHALL HAVE HANDRAILS
 ON BOTH SIDES.
  
 12D)(2) EXISTING BUILD. CODE 805.9.2 DESIGN. HANDRAILS
 REQUIRED IN ACCORDANCE WITH SECTION 805.9.1 SHALL BE
 DESIGNED AND INSTALLED IN ACCORDANCE WITH THE
 PROVISIONS OF THE FLORIDA BUILDING CODE, BUILDING.
  
 12E) GUARDRAILS SHALL BE 42 INCHES HIGH. 1013.3 HEIGHT.
  
 12F) HANDRAILS ON STAIRS NEEDS TO COMPLY WITH 2014
 FBC-B WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN
 FLIGHTS, THE HANDRAILS SHALL EXTEND HORIZONTALLY AT
 LEAST 12 INCHES (305 MM) BEYOND THE TOP RISER AND
 CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE
 BOTTOM RISER.
  
 12G) SHEET A4 THERE IS A DETAIL OF AN ACCESSIBLE RAMP,
 MISSING INFORMATION INCLUDES STEEL RE-INFORCEMENT
 NEEDED FOR THE FOUNDATION AND UPRIGHT RETAINING WALL
 RE-INFORCEMENT AS WELL SIZE OF THE RE-BARS AND
 FREQUENCY IN PLACEMENT. 1-7.2.1.3 ADDITIONAL
 INFORMATION REQUIRED.
  
 12H) SHEET A4 THERE IS A DETAIL OF AN ACCESSIBLE RAMP
 THERE IS NO DIMENSION AS TO THE WIDTH OF THE ACCESSIBLE
 RAMP, 2014 FBC-B 1010.6.1 WIDTH. THE MINIMUM WIDTH OF A
 MEANS OF EGRESS RAMP SHALL NOT BE LESS THAN THAT
 REQUIRED FOR CORRIDORS BY SECTION 1018.2.
  
 12I) 2014 FBC-B 1010.4 CROSS SLOPE. THE SLOPE MEASURED
 PERPENDICULAR TO THE DIRECTION OF TRAVEL OF A RAMP
 SHALL NOT BE STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS
 HORIZONTAL (2-PERCENT SLOPE).
  
 12J) 2014 FBC-B 1010.5 VERTICAL RISE. THE RISE FOR ANY
 RAMP RUN SHALL BE 30 INCHES (762 MM) MAXIMUM. A
 MID-LANDING WILL BE REQUIRED, PLEASE INDICATE THE
 MID-LANDING THE LANDING LENGTH SHALL BE 60 INCHES
 MINIMUM FBC-B 1010.7.3.
  
 RESPONSE:
 SAME COMMENTS APPLY. THERE WERE NO REVISION DONE ON
 THIS SHEET ADDRESSING THESE COMMENTS. ALSO. PLEASE MAKE
 SURE ALL LETTERING IS LEGIBLE. THERE ARE MANY DETAILS
 WITH THE LETTERING TOO SMALL AND ARE NOT LEGIBLE.
 NOTE: ALSO, NEED TO PROVIDE COMPLETE INFORMATION ABOUT
 THE EXISTING STAIRS ON THE SOUTH SIDE TO BE USED FOR
 MAIN ENTRANCE AND EGRESS. SPECIFY RAILING, RISERS,
 TREADS, PROVIDE ALL DIMENSIONS TO VERIFY EGRESS
 COMPLIANCE.
 IN ADDITION, PROVIDE COMPLETE INFORMATION FOR RAMP EDGE
 PROTECTION. SEC. 1010.10 FBC.
  
  
 ORIGINAL COMMENT #13:
 13) THE PERMIT VALUE IS VERY LOW FOR THE WORK SHOWN ON
 THE PLANS AS WELL AS THE WORK THAT WAS DONE WITHOUT A
 PERMIT.
  
 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.
  
 RESPONSE:
 SAME COMMENTS APPLY.
  
 ORIGINAL COMMENT#14A:
 14A) SHEET A4 UNDER THE WIND DESIGN LIST 3 REFERENCES
 TO THE 2014 RESIDENTIAL CODE R616.4, R703.1.3 AND TABLE
 R301.2(2), THESE ARE ALL TO BE USED WITH SINGLE FAMILY
 DWELLINGS, NOT TO BE USED WITH THE COMMERCIAL CODE,
 FBC-BUILDING CODE, SEE CHAPTER 1609.
  
 RESPONSE:
 SAME COMMENT APPLIES.
  
 ORIGINAL COMMENT#14B:
 14B) SUBMIT PRODUCT APPROVALS: 2014 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, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 RESPONSE:
 SAME COMMENT APPLIES. NOTE: THIS MAY BE SUBMITTED LATER
 AS A DEFERRED SUBMITTAL.
  
 ORIGINAL COMMENT#14D:
 14D) SHEET A4 THE ACCESSIBLE THRESHOLD NEEDS TO COMPLY
 WITH: THRESHOLDS ACCESS. CODE 404.2.5. THRESHOLDS, IF
 PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (13 MM) HIGH
 MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT
 DOORWAYS SHALL COMPLY WITH 302 AND 303.
  
 RESPONSE:
 SAME COMMENT APPLIES.
  
 ORIGINAL COMMENT#14E:
 14E) 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..
  
 RESPONSE:
 SAME COMMENT APPLIES.
  
 ORIGINAL COMMENT#15:
 15) 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.
  
 ORIGINAL COMMENT#16:
 16) 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.
  
 RESPONSE:
 A TRANSMITTAL LETTER WAS NOT SUBMITTED THIS TIME. PLAN
 REVIEW TAKES MORE TIME WHEN TRANSMITTAL LETTER IS NOT
 SUBMITTED. IT'S HARD TO KNOW WHICH ITEMS WERE ADDRESSED
 OR NOT. PLEASE PROVIDE R TRANSMITTAL LETTER TO HELP
 EXPEDITE THE REVIEW PROCESS.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
  
 NOTE:
 07/19/18 TALKED TO ROBERT BROWN. OK TO CLASSIFY THIS
 OCCUPANCY AS MERCANTILE INSTEAD OF ART GALLERY.
  
  
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2018-07-06 Cont ID  
Sent By jgomez Date 2018-07-06 Time 12:13 Rev Time 0.00
Received By jgomez Date 2018-07-05 Time 18:56 Sent To  
Notes
2018-07-06 12:26:0207/19/18 TALKED TO ROBERT BROWN. OK TO CLASSIFY THIS
 OCCUPANCY AS MERCANTILE INSTEAD OF ART GALLERY.
  
  
 THIRD BUILDING REVIEW COMMENTS
 CODE: FBC 5TH EDITION (2014).
  
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
  
  
 ORIGINAL COMMENT:
 1) PLEASE CORRECT THE PERMIT AND PLAN ADDRESS. THE
 ADDRESS INDICATED ON BOTH THE PLANS AND PERMIT
 APPLICATION INDICATE 925 N RAILROAD AVE. PCN:
 74-43-43-15-20-005-0110. THE LOCATION OF THE BUILDING
 SHOWN ON SHEET C-1 IS LOCATED AT THE ADDRESS 1013 N.
 RAILROAD AVE. PCN: 74-43-43-15-20-005-0090. PLEASE
 CORRECT THE ADDRESS ON THE PERMIT APPLICATION AND
 PLANS. SHEET C-1 SHOWS THE SITE AS ONE PROPERTY,
 WHEREAS THERE IS 3 LOTS AND 3 ADDRESSES.
  
 RESPONSE:
 UNITY OF TITLE WAS RECORDED ON 02/15/2018 BUT THERE WAS
 NOT REQUEST TO THE CITY TO GET AN ADDRESS. WE GENERATED
 AN ADDRESS REVIEW STOP TO GET THE OFFICIAL ADDRESS OF
 THIS BUILDING. PLANS WILL NEED TO BE REVISED SHOWING
 THE APPROVED ADDRESS. APPLICANT TO COORDINATE
 ADDRESSING ISSUE WITH:
 MICHAEL ORIO
 GIS SUPPORT SPECIALIST
 CITY OF WEST PALM BEACH
 INFORMATION TECHNOLOGY DEPARTMENT
 401 CLEMATIS STREET ? WEST PALM BEACH ? FLORIDA 33401
 P: 561.494.1080 | WWW.WPB.ORG
  
 ORIGINAL COMMENT:
 2- SHEET A1 AND A2 EXISTING AND DEMOLITION PLAN. ON THE
 WEST SIDE OF THE BUILDING A EXISTING CORRIDOR.
 PALM BEACH COUNTY AERIAL PHOTOGRAPHY SHOWS FROM
 2009-2014 THIS AREA BEING A OPEN AIR LOADING PLATFORM.
 IN JAN. 31/2016 THIS AREA HAS BEEN ENCLOSED ON THE
 NORTH AND WEST WITH A WALL AND A ROOF FRAMING AND
 ROOFING SYSTEM BUILT WITHOUT THE BENEFIT OF PERMIT AND
 INSPECTIONS.
  
 RESPONSE:
 DETAIL A/6 ON SHEET A-4:
 2A)IT IS NOT CLEAR HOW THE SIMPSON HETA 20 IS INSTALLED
 IN AN EXISTING CONCRETE BLOCK WALL. THIS CONNECTOR IS
 TO BE EMBEDDED IN THE CONCRETE. ALSO, IS NOT CLEAR HOW
 THE SIMPSON THGW4-4 IS INSTALLED. LOOK AT THE
 DIMENSIONS OF THIS CONNECTOR. ALSO, ANCHOR SCHEDULE
 LOCATION SPECIFIES CMU WALL TO (2)2X12. WHAT'S THIS. IS
 THERE A LEDGER. HOW IS THE LEDGER ATTACHED TO THE
 WALL?. PROVIDE COMPLETE DETAIL AND SPECIFICATIONS
 SHOWING HOW THESE CONNECTORS ARE INSTALLED. SEC.
 107.2.1 CITY AMENDMENTS.
  
 2B)PROVIDE COMPLETE DETAILS ANS SPECIFICATION SHOWING
 COMPLIANCE WITH THE ATTIC CROSS VENTILATION AS REQUIRED
 BY SEC. 1203.2
 FBC.
  
 2C) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 FINISHED CEILING AND WALLS IN THIS CORRIDOR. SEC.
 107.2.1 CITY AMENDMENTS.
  
 2D) SPECIFY HEADROOM. SEC. 1208.2 FBC
  
 ORIGINAL COMMENT:
 3- PICTURES TAKEN ON LINE FROM THE DANIEL ART WORLD
 GALLERY SHOW NEW STOREFRONT SYSTEM, DOORS SIDELIGHTS,
 MULLIONS AND TRANSOM INSTALLED WITHOUT THE BENEFIT OF
 PERMIT.
  
 RESPONSE:
 DETAIL A-5 ON SHEET A-4:
 3A) ANCHOR SCHEDULE DOESN'T SHOW ANY A2 CONNECTOR. SEC.
 107.2.1 CITY AMENDMENTS.
  
 3B) SPECIFY NUMBER OF STUCCO COATS AND THICKNESS AS
 REQUIRED BY SEC. 2511.1 FBC. (THREE COATS AND 7/8"
 TOTAL THICKNESS).
  
 3C) SPECIFY DOUBLE LAYER OF WATER RESISTIVE BARRIER AS
 REQUIRED BY SEC. 2510.6 FBC.
  
 3D) LETTERING IN EXTERIOR WALL FRAMING DETAIL AND
 ANCHOR SCHEDULE IS NOT LEGIBLE. IT'S TOO SMALL. REVISE
 AS REQUIRED. SEC. 107.2.1 CITY AMENDMENTS. NOTE: THERE
 ARE MANY DETAILS THAT HAVE VERY SMALL LETTERING AND ARE
 NOT LEGIBLE. PLEASE MAKE SURE THAT ALL DETAILS AND
 SPECIFICATIONS ON ALL PLANS HAVE LEGIBLE LETTERING TO
 AVOID UNNECESSARY DENIALS.
  
 ORIGINAL COMMENT:
 4- 2ND REQUEST. THE COVERSHEET INDICATES THE OCCUPANT
 LOAD OF 378 AND SHEET A-1 SHOWS 4 EXITS AND 3
 ACCESSIBLE EXIT. PLEASE REVIEW SECTION:
 4 X 0.60= 2.4, REQUIRES 3 ACCESSIBLE EXITS THAT WILL
 MEET THE REMOTENESS REQUIREMENTS UNDER FBC-B 1015.2.1.
  
 2014 FBC-EXISTING BUILDING CODE 1012.8 ACCESSIBILITY.
 EXISTING BUILDINGS THAT UNDERGO A CHANGE OF GROUP OR
 OCCUPANCY CLASSIFICATION SHALL COMPLY WITH THE
 PROVISIONS OF THE FLORIDA BUILDING CODE, ACCESSIBILITY.
  
 2014 ACCESS. CODE 206.4.1 PUBLIC ENTRANCES. IN ADDITION
 TO ENTRANCES REQUIRED BY 206.4.2 THROUGH 206.4.9, AT
 LEAST 60 PERCENT OF ALL PUBLIC ENTRANCES SHALL COMPLY
 WITH 404.
  
 (GRAY BOX FLORIDA SPECIFIC). BARRIERS AT COMMON OR
 EMERGENCY ENTRANCES AND EXITS OF BUSINESS
 ESTABLISHMENTS CONDUCTING BUSINESS WITH THE GENERAL
 PUBLIC THAT ARE EXISTING, UNDER CONSTRUCTION, OR UNDER
 CONTRACT FOR CONSTRUCTION WHICH WOULD PREVENT A PERSON
 FROM USING SUCH ENTRANCES OR EXITS SHALL BE REMOVED.
  
 RESPONSE:
 4A)INFORMATION ON THE COVER SHEET WAS REVISED. CLEARLY
 LABEL ON PLANS THE NEW STORAGE AREAS. THERE ARE MANY
 DISCREPANCIES ON THE SQUARE FOOTAGES. IT DOESN'T ADD UP
 TO THE SQUARE FOOTAGES SHOWN ON PLANS AND IT DOESN'T
 MATCH PROPERTY APPRAISER INFORMATION. ACCORDING TO
 PROJECT DATA ON TOP OF SHEET THE EXISTING BUILDING AREA
 IS 11,688 S.F. CLARIFY AS REQUIRED AND CLEARLY PROVIDE
 ON PLANS EACH SQUARE FOOTAGE AREA CONSIDERED FOR THE
 TOTAL OCCUPANT LOAD CALCULATION (DISPLAY AREA, STORAGE
 AREAS AND OFFICE AREA). SEC. 107.2.1 CITY AMENDMENTS.
  
 4B) IT'S NOT CLEAR HOW THE OFFICES ARE ACCESSIBLE FROM
 THE STREET IS THERE IS A 4" DROP A THE ENTRY. ARE ALL
 THE OFFICES AT THE SAME LEVEL. THIS DRAWING DOESN'T
 MATCH OTHER DRAWINGS. IS THE ENTRY DOOR GOING TO BE
 REPLACED?. IS THAT WHY CHANGING THE SWING OF THE DOOR?.
 SEC. 107.2.1 CITY AMENDMENTS. NOTE: DOOR MANEUVERING
 REQUIREMENTS MAY APPLY ALSO. SEC. 404.2.4 FBC
 ACCESSIBILITY.
  
 4C) PROPOSED SECOND EGRESS DOORS ON THE NORTH END NEED
 MORE INFORMATION. NEED TO COORDINATE THE LINTEL
 INFORMATION AND NEED TO PROVIDE STRUCTURAL SUPPORT AT
 HE NEEDS OF THE PROPOSED OPENING. CONCRETE LINTEL CAN
 NOT BE SUPPORTED ON WOOD FRAME. REVISE/COORDINATE
 STRUCTURAL INFORMATION AS REQUIRED. PROVIDE COMPLETE
 FRAMING DETAILS AND SPECIFICATIONS FOR THE NEW DOORS.
 SEC. 1601.1 FBC.
  
 4D) NEW STORAGE AREAS (OLD LOADING AREAS). NOT CLEAR
 HOW THESE AREAS ARE ENCLOSED. SHEET A-2 SHOWS EXISTING
 ROLL UP DOORS TO REMAIN, BUT THE DOORS ARE NOT SHOWN ON
 THE OTHER PLANS. CLARIFY. SEC. 1074.2.1 CITY
 AMENDMENTS.
  
 4E) THE LIFE SAFETY PLAN ONLY SHOWS EXIT SIGNS ON ONE
 SIDE OF THE WALL DIVIDING THE NORTH AND SOUTH BUILDING.
 PROVIDE SIGN ON BOTH SIDES. SEC. 1011.1 FBC
  
 4F) REVISE EXITING REQUIREMENT INFORMATION ON SHEET
 C-1. THE PROVIDED EXIT WIDTH IS NOT 144 INCHES. NEED TO
 CONSIDER THE CLEAR WIDTH OF THE DOORS NOT THE SIZE OF
 THE DOORS. SEE SEC. 1008.1.1 FBC FOR PROPER WAY OF
 DETERMINING THE CLEAR WIDTH OPENING OF THE DOOR AND
 REVISE AS REQUIRED.
  
 4G) THE SCALE SHOWN ON THE SITE PLAN ON SHEET C-1
 DOESN'T MATCH THE SCALE OF DRAWING. REVISE TO MATCH.
 SEC. 107.2.1 CITY AMENDMENTS.
  
 ORIGINAL COMMENT:
 5- NOTICE ONLY!!!! PLEASE NOTE THE EGRESS DOOR THAT
 OPENS ONTO NORTH RAILROAD AVENUE IS AN EXISTING
 NON-CONFORMING DOORWAY THAT SWINGS OUT OVER THE PUBLIC
 SIDEWALK, NOTE IF THE DOOR IS NOT REPLACED IT DOES NOT
 NEED TO BE REPLACED, BUT WHEN THE DOOR AND JAMB ARE
 REPLACED IT WILL STILL NEED TO SWING OUT BUT RECESSED
 BACK IN AN ALCOVE.
 2014 FBC-B 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8
 FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC
 RIGHT-OF-WAY ABOVE GRADE AND BELOW 8 FEET (2438 MM) IN
 HEIGHT SHALL BE PROHIBITED EXCEPT AS PROVIDED FOR IN
 SECTIONS 3202.2.1 THROUGH 3202.2.3. DOORS AND WINDOWS
 SHALL NOT OPEN OR PROJECT INTO THE PUBLIC RIGHT-OF-WAY.
  
  
 ORIGINAL COMMENT #12:
 12- 2ND REQUEST. SHEET A4 DOES NOT COMPLY WITH THE
 HANDRAIL NOR GUARDRAIL REQUIREMENTS. 2014 FBC-B
 1607.8.1 HANDRAILS AND GUARDS.
 HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A
 LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT (PLF) IN
 ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. GLASS HANDRAIL
 ASSEMBLIES AND GUARDS SHALL ALSO COMPLY WITH SECTION
 2407.
  
 12A) 2014 FBC-B 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS
 AND GUARDS SHALL ALSO BE DESIGNED TO RESIST A
 CONCENTRATED LOAD OF 200 POUNDS IN ACCORDANCE WITH
 SECTION 4.5.1 OF ASCE 7.
  
 12B) 2014 FBC-B 1607.8.1.2 INTERMEDIATE RAILS.
 INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL),
 BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO RESIST
 A CONCENTRATED LOAD OF 50 POUNDS IN ACCORDANCE WITH
 SECTION 4.5.1 OF ASCE 7.
  
 12C) PLEASE DO NOT RESTATE THE CODE, BUT PROVIDE
 CALCULATIONS. 107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS. SUCH INFORMATION SHALL BE SPECIFIC, AND THE
 TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE OR IN
 PART, NOR SHALL THE TERM "LEGAL" OR ITS EQUIVALENT BE
 USED AS A SUBSTITUTE FOR SPECIFIC INFORMATION. ALL
 INFORMATION, DRAWINGS, SPECIFICATIONS AND ACCOMPANYING
 DATA SHALL BEAR THE NAME AND SIGNATURE OF THE PERSON
 RESPONSIBLE FOR THE DESIGN. (SEE ALSO SECTION 107.3.5).
  
 12D) SHEETS A1 AND A2 DOES NOT SHOW A HANDRAIL FOR ANY
 OF THE EXISTING STAIRS OR FOR THE EXISTING (PROPOSED)
 STAIRS. 805.9 HANDRAILS. EXISTING BUILDING CODE. THE
 REQUIREMENTS OF SECTIONS EXIST. BUILD. CODE. 805.9.1
 AND 805.9.2 SHALL APPLY TO HANDRAILS FROM THE WORK AREA
 FLOOR TO, AND INCLUDING, THE LEVEL OF EXIT DISCHARGE.
  
 12D)(1)EXIST BUILD. CODE 805.9.1 MINIMUM REQUIREMENT.
 EVERY REQUIRED EXIT STAIRWAY THAT IS PART OF THE MEANS
 OF EGRESS FOR ANY WORK AREA AND THAT HAS THREE OR MORE
 RISERS AND IS NOT PROVIDED WITH AT LEAST ONE HANDRAIL,
 OR IN WHICH THE EXISTING HANDRAILS ARE JUDGED TO BE IN
 DANGER OF COLLAPSING, SHALL BE PROVIDED WITH HANDRAILS
 FOR THE FULL LENGTH OF THE RUN OF STEPS ON AT LEAST ONE
 SIDE. ALL EXIT STAIRWAYS WITH A REQUIRED EGRESS WIDTH
 OF MORE THAN 66 INCHES (1676 MM) SHALL HAVE HANDRAILS
 ON BOTH SIDES.
  
 12D)(2) EXISTING BUILD. CODE 805.9.2 DESIGN. HANDRAILS
 REQUIRED IN ACCORDANCE WITH SECTION 805.9.1 SHALL BE
 DESIGNED AND INSTALLED IN ACCORDANCE WITH THE
 PROVISIONS OF THE FLORIDA BUILDING CODE, BUILDING.
  
 12E) GUARDRAILS SHALL BE 42 INCHES HIGH. 1013.3 HEIGHT.
  
 12F) HANDRAILS ON STAIRS NEEDS TO COMPLY WITH 2014
 FBC-B WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN
 FLIGHTS, THE HANDRAILS SHALL EXTEND HORIZONTALLY AT
 LEAST 12 INCHES (305 MM) BEYOND THE TOP RISER AND
 CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE
 BOTTOM RISER.
  
 12G) SHEET A4 THERE IS A DETAIL OF AN ACCESSIBLE RAMP,
 MISSING INFORMATION INCLUDES STEEL RE-INFORCEMENT
 NEEDED FOR THE FOUNDATION AND UPRIGHT RETAINING WALL
 RE-INFORCEMENT AS WELL SIZE OF THE RE-BARS AND
 FREQUENCY IN PLACEMENT. 1-7.2.1.3 ADDITIONAL
 INFORMATION REQUIRED.
  
 12H) SHEET A4 THERE IS A DETAIL OF AN ACCESSIBLE RAMP
 THERE IS NO DIMENSION AS TO THE WIDTH OF THE ACCESSIBLE
 RAMP, 2014 FBC-B 1010.6.1 WIDTH. THE MINIMUM WIDTH OF A
 MEANS OF EGRESS RAMP SHALL NOT BE LESS THAN THAT
 REQUIRED FOR CORRIDORS BY SECTION 1018.2.
  
 12I) 2014 FBC-B 1010.4 CROSS SLOPE. THE SLOPE MEASURED
 PERPENDICULAR TO THE DIRECTION OF TRAVEL OF A RAMP
 SHALL NOT BE STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS
 HORIZONTAL (2-PERCENT SLOPE).
  
 12J) 2014 FBC-B 1010.5 VERTICAL RISE. THE RISE FOR ANY
 RAMP RUN SHALL BE 30 INCHES (762 MM) MAXIMUM. A
 MID-LANDING WILL BE REQUIRED, PLEASE INDICATE THE
 MID-LANDING THE LANDING LENGTH SHALL BE 60 INCHES
 MINIMUM FBC-B 1010.7.3.
  
 RESPONSE:
 SAME COMMENTS APPLY. THERE WERE NO REVISION DONE ON
 THIS SHEET ADDRESSING THESE COMMENTS. ALSO. PLEASE MAKE
 SURE ALL LETTERING IS LEGIBLE. THERE ARE MANY DETAILS
 WITH THE LETTERING TOO SMALL AND ARE NOT LEGIBLE.
 NOTE: ALSO, NEED TO PROVIDE COMPLETE INFORMATION ABOUT
 THE EXISTING STAIRS ON THE SOUTH SIDE TO BE USED FOR
 MAIN ENTRANCE AND EGRESS. SPECIFY RAILING, RISERS,
 TREADS, PROVIDE ALL DIMENSIONS TO VERIFY EGRESS
 COMPLIANCE.
 IN ADDITION, PROVIDE COMPLETE INFORMATION FOR RAMP EDGE
 PROTECTION. SEC. 1010.10 FBC.
  
  
 ORIGINAL COMMENT #13:
 13) THE PERMIT VALUE IS VERY LOW FOR THE WORK SHOWN ON
 THE PLANS AS WELL AS THE WORK THAT WAS DONE WITHOUT A
 PERMIT.
  
 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.
  
 RESPONSE:
 SAME COMMENTS APPLY.
  
 ORIGINAL COMMENT#14A:
 14A) SHEET A4 UNDER THE WIND DESIGN LIST 3 REFERENCES
 TO THE 2014 RESIDENTIAL CODE R616.4, R703.1.3 AND TABLE
 R301.2(2), THESE ARE ALL TO BE USED WITH SINGLE FAMILY
 DWELLINGS, NOT TO BE USED WITH THE COMMERCIAL CODE,
 FBC-BUILDING CODE, SEE CHAPTER 1609.
  
 RESPONSE:
 SAME COMMENT APPLIES.
  
 ORIGINAL COMMENT#14B:
 14B) SUBMIT PRODUCT APPROVALS: 2014 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, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 RESPONSE:
 SAME COMMENT APPLIES. NOTE: THIS MAY BE SUBMITTED LATER
 AS A DEFERRED SUBMITTAL.
  
 ORIGINAL COMMENT#14D:
 14D) SHEET A4 THE ACCESSIBLE THRESHOLD NEEDS TO COMPLY
 WITH: THRESHOLDS ACCESS. CODE 404.2.5. THRESHOLDS, IF
 PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (13 MM) HIGH
 MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT
 DOORWAYS SHALL COMPLY WITH 302 AND 303.
  
 RESPONSE:
 SAME COMMENT APPLIES.
  
 ORIGINAL COMMENT#14E:
 14E) 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..
  
 RESPONSE:
 SAME COMMENT APPLIES.
  
 ORIGINAL COMMENT#15:
 15) 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.
  
 ORIGINAL COMMENT#16:
 16) 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.
  
 RESPONSE:
 A TRANSMITTAL LETTER WAS NOT SUBMITTED THIS TIME. PLAN
 REVIEW TAKES MORE TIME WHEN TRANSMITTAL LETTER IS NOT
 SUBMITTED. IT'S HARD TO KNOW WHICH ITEMS WERE ADDRESSED
 OR NOT. PLEASE PROVIDE R TRANSMITTAL LETTER TO HELP
 EXPEDITE THE REVIEW PROCESS.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2018-02-13 Cont ID  
Sent By jwitmer Date 2018-02-13 Time 13:21 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2018-02-13 13:21:162014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17120517/ CHANGE OF OCCUPANCY
 ADD: 925/ 1013 N. RAILROAD AVE. (PCN:
 74-43-43-15-20-005-0110)
 CONT: FLORIDA GENERAL CONTRACTOR
 TEL: 561-704-5042
 E-MAIL: JIG3684@ YAHOO.COM
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: TUES. FEB. 13/ 2018
 ACTION: DENIED
  
 1, 2A & 2D) THE SITE PLAN C-1 IS CORRECT IN THE
 PLACEMENT OF THE PROPERTY LINE BETWEEN 925 N. RAILROAD
 AVE. & 1013 N. RAILROAD AVE. THE SHEET A-1 SHOWS WHAT
 APPEARS A 4 HOUR WALL BETWEEN PROPERTIES OWNED BY THE
 SAME OWNER WITH OPENINGS IN THE FIRE WALL. I CANNOT
 FIND WHERE THERE WAS A PERMIT PULLED FOR THE CURRENT
 CONFIGURATION OF WALLS (FIREWALL). IN 1998 UNDER
 98007817 THIS SPACE WAS A BAKERY AND WHERE THE 4 HOUR
 FIRE WALL STANDS THERE WAS A VERY LARGE PROOF ROOM.
 I?VE SPOKEN WITH THE ARCHITECT NADER GOUBRAN ABOUT THE
 FIRE WALL. HE INDICATED THE LAWYER FOR HIS CLIENT WAS
 SUPPOSED TO HAVE FILED A UNITY OF TITLE, THIS WILL NEED
 TO BE VERIFIED THROUGH THE CITY SURVEYOR VINCE NOEL.
  
 3) COMPLIED. SHEET C1. THE 2014 FLORIDA BUILDING CODE
 AND EXISTING BUILDING CODE .
  
 4) SHEET A2 EXISTING AND DEMOLITION PLAN:
 2014 FBC-EXISTING BUILDING CODE 1001.3 CHANGE OF
 OCCUPANCY CLASSIFICATION. WHERE THE OCCUPANCY
 CLASSIFICATION OF A BUILDING CHANGES, THE PROVISIONS OF
 SECTIONS 1002 THROUGH 1012 SHALL APPLY. THIS INCLUDES A
 CHANGE OF OCCUPANCY CLASSIFICATION WITHIN A GROUP AS
 WELL AS A CHANGE OF OCCUPANCY CLASSIFICATION FROM ONE
 GROUP TO A DIFFERENT GROUP.
  
 CREATION OR EXTENSION OF NONCONFORMITY.
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING. CREATION OR EXTENSION
 OF NONCONFORMITY. ALL NEW WORK, RE-CONFIGURATION SHALL
 NOT CREATE OR EXTEND ANY NONCONFORMITY IN THE EXISTING
 BUILDING TO WHICH THE RE-CONFIGURATION OF SPACE IS
 BEING MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL
 STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR THE CAPACITY
 OF MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS.
  
 4A) SHEET A2 EXISTING AND DEMOLITION PLAN. THE BUILDING
 1013 N. RAILROAD AVE. IN 1998 WAS A BAKERY, WHERE THE
 NOW EXISTING 4 HR. FIRE WALL IS LOCATED THERE WAS NO
 FIRE WALL BATHROOMS EXISTED AND A VERY LARGE PROOF
 ROOM., PERMIT 98007817 (SEE FILE-NET) DID NOT TRANSFER
 OVER WHEN WE WENT TO COMMUNITY PLUS.
  
 4B) SHEET A1 AND A2 EXISTING AND DEMOLITION PLAN. ON
 THE WEST SIDE OF THE BUILDING A EXISTING CORRIDOR.
 PALM BEACH COUNTY AERIAL PHOTOGRAPHY SHOWS FROM
 2009-2014 THIS AREA BEING A OPEN AIR LOADING PLATFORM.
 IN JAN. 31/2016 THIS AREA HAS BEEN ENCLOSED ON THE
 NORTH AND WEST WITH A WALL AND A ROOF FRAMING AND
 ROOFING SYSTEM BUILT WITHOUT THE BENEFIT OF PERMIT AND
 INSPECTIONS.
  
 4C) PICTURES TAKEN ON LINE FROM THE DANIEL ART WORLD
 GALLERIE SHOW NEW STOREFRONT SYSTEM, DOORS SIDELIGHTS,
 MULLIONS AND TRANSOM INSTALLED WITHOUT THE BENEFIT OF
 PERMIT.
  
 5) CORRECTED STATEMENT. THE COVERSHEET CORRECTLY
 ILLUSTRATES WHERE THE PROPERTY LINE IS BETWEEN 925 N.
 RAILROAD AVE. AND 1013 N. RAILROAD AVE. EITHER THE 4
 HOUR FIRE WALL WILL NEED TO BE MADE LEGAL OR A UNITY OF
 TITLE. I?VE SPOKEN WITH THE ARCHITECT NADER GOUBRAN
 ABOUT THE FIRE WALL. HE INDICATED THE LAWYER FOR HIS
 CLIENT WAS SUPPOSED TO HAVE FILED A UNITY OF TITLE;
 THIS WILL NEED TO BE VERIFIED THROUGH THE CITY SURVEYOR
 VINCE NOEL. TO DATE VINCE NOEL HAS NOT RETURNED MY
 PHONE CALL.
  
 UNITY OF TITLE. THE PROPOSED BUILDING STRUCTURE
 TRANSGRESSES LEGAL BOUNDARY LINES BETWEEN THE LOTS
 WHICH COMBINE TO FORM 'THE SITE'. A 'UNITY OF TITLE'
 SHALL BE RECORDED AT THE COUNTY COURTHOUSE. SUBMIT A
 COPY OF THE RECORDED 'UNITY OF TITLE' DOCUMENT SO THAT
 FBC TABLE 601 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED
 NOT APPLICABLE.
 SEE WEBSITE FOR APPLICATION:
 HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP
 "APPLICATION FOR UNITY OF TITLE"
 HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45
 -38-UNITYOFTITLE3.PDF
 VINCENT J NOEL
 SURVEYOR/REAL ESTATE SUPERVISOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33401
 PHONE: 494-1040 EXT: 1096
 FAX: 494-1116
 E-MAIL: [email protected]
 *********************************************
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
  
 6) SEMI-COMPLIED. NETHER SHEET A-1 NOR A-2 PROVIDE WHAT
 IS EXISTING AND WHAT IS NEW. PLEASE BE ADVISED GOOGLE
 STREET VIEW IN FEB. OF 2015 SHOWS THE 4 LOADING BAYS
 OPEN ALONG N. RAILROAD AVE. FOR 925 AND 1013 N.
 RAILROAD AVE. WITHIN THE LOADING BAYS THERE IS ONLY ONE
 EXISTING SET OF STAIR AND NO GUARDRAILS. THE OTHER
 ISSUE IS HOW THE BUILDINGS ARE BUILT BETWEEN 925 AND
 1013 N. RAILROAD AVE. THERE WOULD HAVE BEEN A 4 HOUR
 FIRE WALL SEPARATING THE BUILDINGS, WE DO NOT HAVE
 PERMITS PULLED CREATING OPENINGS WITHIN THE 4 HOUR FIRE
 WALL NOR HOW THE STRUCTURE ABOVE IS BEING SUPPORTED? IT
 WOULD APPEAR THERE HAS BEEN A LOT OF WORK ALREADY
 COMPLETED WITHOUT THE BENEFIT OF A PERMIT. A THOROUGH
 REVIEW CANNOT BE MADE AT THIS TIME, AS A RESULT OF THE
 ADDITIONAL INFORMATION REQUESTED ADDITIONAL COMMENTS
 MAY APPEAR THAT WERE NOT PART OF THIS REVIEW. WORK
 COMPLETED WITHOUT THE BENEFIT OF A PERMIT MAY ALSO
 RESULT IN A 4X FEE FOR THE WORK NOT PERMITTED.
  
 7) 2ND REQUEST. SHEET A-1 SHOWS THE EXIT ACCESS PATHS
 THROUGHOUT THE BUILDING BUT THE TRAVEL DISTANCE FOR
 EACH ROUTE HAS NOT BEEN INDICATED ON THE PLANS, PLEASE
 SHOW COMPLIANCE WITH 2014 FBC-B TABLE 1016.2.
  
 THE DESIGNER OF RECORD HAD INDICATED ON SHEET A1, THE
 LIFE SAFETY PLAN THAT THERE ARE 4 EXITS FROM THE
 BUILDING AND 3 ACCESSIBLE, NOT TRUE, THERE IS ONLY 1
 EXIT FROM THE BUILDING AND 1 ACCESSIBLE EXIT WITH THE
 EXTERIOR RAMP. ON THE WEST SIDE OF THE ART MERCANTILE
 AREA THERE ARE 2 NEW EXIT DOORS SHOWN ON THE PLAN AND
 LEADING TO THE EXISTING CORRIDOR. NEVER PERMITTED WILL
 NEED TO BE MADE LEGAL OR REMOVED.
 THE SECOND ISSUE WITH USING THIS SPACE EITHER AS A EXIT
 ACCESS CORRIDOR OR A EXIT PASSAGE WAY IS IT IS NOT
 ENCLOSED AT THE END, IT LEADS FROM THE INSIDE TO THE
 EXTERIOR WITHOUT A DOOR.
 THE WORST PROBLEM WITH THIS IS THE NEW EXIT CORRIDOR
 LEADS YOU RIGHT BACK TO THE MAIN ENTRY/ EGRESS, THERE
 IS NO REMOTENESS AS REQUIRED UNDER ;
 2014 FBC-B 1015.2.1. WHERE TWO EXITS OR EXIT ACCESS
 DOORWAYS ARE REQUIRED FROM ANY PORTION OF THE EXIT
 ACCESS, THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL BE
 PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF
 OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION
 OF THE BUILDING OR AREA TO BE SERVED MEASURED IN A
 STRAIGHT LINE BETWEEN EXIT DOORS OR EXIT ACCESS
 DOORWAYS.
 SHEET A1 I MEASURES FROM THE SOUTHEAST CORNER TO THE
 NORTHWEST CORNER IN MILLIMETERS. THE OVER ALL
 MEASUREMENT WAS 420 MM. THE 2 WEST DOORWAYS DO NOT MEET
 THE REMOTENESS BECAUSE THEY LEAD YOU BACK TO THE MAIN
 ENTRY. THE ONLY OTHER EXIT IS FOUND ON THE EAST SIDE OF
 THE BUILDING WITH A NEW RECESSED EXIT DOOR TO THE
 EXTERIOR. SINCE THIS IS A NON- SPRINKLERED BUILDING WE
 USE ? OF THE OVERALL DIAGONAL OR 210 MM TO DETERMINE
 REMOTENESS. MEASURED FROM THE CENTERLINE OF THE DOUBLE
 DOORS SOUTH EXPOSURE TO THE NEW PROPOSED DOORWAY IT IS
 ONLY 180 MM AWAY, THIS LOCATION DOES NOT MEET THE
 REMOTENESS TEST.
 WITH THE DOORWAY NOT MEETING THE REMOTENESS TEST THE
 ACCESSIBLE LULA LIFT CAN NOT BE COUNTED AS AN
 ACCESSIBLE EXIT.
  
 8) 2ND REQUEST. THE COVERSHEET INDICATES THE OCCUPANT
 LOAD OF 378 AND SHEET A-1 SHOWS 4 EXITS AND 3
 ACCESSIBLE EXIT. PLEASE REVIEW SECTION:
 4 X 0.60= 2.4, REQUIRES 3 ACCESSIBLE EXITS THAT WILL
 MEET THE REMOTENESS REQUIREMENTS UNDER FBC-B 1015.2.1.
  
 2014 FBC-EXISTING BUILDING CODE 1012.8 ACCESSIBILITY.
 EXISTING BUILDINGS THAT UNDERGO A CHANGE OF GROUP OR
 OCCUPANCY CLASSIFICATION SHALL COMPLY WITH THE
 PROVISIONS OF THE FLORIDA BUILDING CODE, ACCESSIBILITY.
  
 2014 ACCESS. CODE 206.4.1 PUBLIC ENTRANCES. IN ADDITION
 TO ENTRANCES REQUIRED BY 206.4.2 THROUGH 206.4.9, AT
 LEAST 60 PERCENT OF ALL PUBLIC ENTRANCES SHALL COMPLY
 WITH 404.
  
 (GRAY BOX FLORIDA SPECIFIC). BARRIERS AT COMMON OR
 EMERGENCY ENTRANCES AND EXITS OF BUSINESS
 ESTABLISHMENTS CONDUCTING BUSINESS WITH THE GENERAL
 PUBLIC THAT ARE EXISTING, UNDER CONSTRUCTION, OR UNDER
 CONTRACT FOR CONSTRUCTION WHICH WOULD PREVENT A PERSON
 FROM USING SUCH ENTRANCES OR EXITS SHALL BE REMOVED.
  
 9) 2ND REQUEST. SHEET A-1 INDICATES THE USE OF (2) NEW
 LIFTS, PLEASE BE MORE SPECIFIC, TO BE LIMITED USE/
 LIMITED- APPLICATION UNDER SECTION 408 OF THE
 ACCESSIBILITY CODE COMPLYING WITH ASME A17.1 OR
 PLATFORM LIFTS UNDER SECTION 410 OF THE ACCESSIBILITY
 CODE COMPLYING WITH ASME A18.1. PLEASE PROVIDE THE
 MANUFACTURERS SPECIFICATION AND INSTALLATION
 INSTRUCTIONS.
  
 10) 2ND REQUEST. SHEET A-1 SHOWS THE LIFE SAFETY PLAN,
 PLEASE PROVIDE A FLOOR PLAN WITH ACTUAL LAYOUT OF
 ARTWORK, FURNITURE, TEMPORARY PARTITIONS FOR HANGING
 ART WORK AND OR KIOSK SHOW TRAVEL DISTANCES, AND COMMON
 PATH OF TRAVEL IT WOULD APPEAR THERE MAYBE ISSUES WITH
 COMMON PATH OF TRAVEL FROM THE NORTHWEST CORNER OF THE
 BUILDING. 2014 FBC-B TABLE 1014.3 AND TABLE 1016.2.
  
 11) 2ND REQUEST. SHEET A-1 THE ELEVATED MERCANTILE ART
 AREA ONLY SHOWS ONE MEANS OF EGRESS. FBC-B TABLE 1015.1
 & FBC-B 1015.2.1 REQUIRES 2 MEANS OF EGRESS WHEN THE
 OCCUPANT LOAD IS 50 OR MORE OCCUPANTS. ALTHOUGH THE
 ENTRY DOOR FROM NORTH RAILROAD AVENUE WOULD BE THE 2ND
 MEANS OF EGRESS, TO LEAVE FROM THE ELEVATED MERCANTILE
 ART AREA, ONE WOULD HAVE TO TRAVEL THROUGH THE DOUBLE
 DOORS AND THROUGH THE OFFICE AREA AND OUT THE EXIT DOOR
 ONTO THE SIDEWALK AT NORTH RAILROAD AVENUE.
  
 11A) COMPLIED, UNDER CURRENT DESIGN. THE DOUBLE DOORS
 AT THE OFFICE WOULD HAVE TO BE SWUNG AROUND TO COMPLY
 WITH 1008.1.2, DOORS SHALL SWING IN THE DIRECTION OF
 EGRESS TRAVEL WHEN THE OCCUPANT LOAD IS GREATER THAN
 49.
  
 11B) 2ND REQUEST, THIS DOORWAY MAY STILL NEED TO BE
 CONSIDERED FOR THE 2ND EXIT. PLEASE PROVIDE THE
 DIFFERENCE IN HEIGHT BETWEEN THE CITY SIDEWALK AND THE
 BOTTOM LANDING OF THE STAIRWAY, THIS NEEDS TO BE PART
 OF AN ACCESSIBLE ENTRANCE/ EXIT. 2014 ACCESS. CODE
 206.4.1 PUBLIC ENTRANCES. IN ADDITION TO ENTRANCES
 REQUIRED BY 206.4.2 THROUGH 206.4.9, AT LEAST 60
 PERCENT OF ALL PUBLIC ENTRANCES SHALL COMPLY WITH 404.
 THE PICTURES FROM GOOGLE STREET VIEW OF FEB. 2015 IT
 WOULD APPEAR THERE IS AT LEAST A 4 INCH DIFFERENCE IN
 HEIGHT FROM THE CITY SIDEWALK TO THE ENTRY DOOR FLOOR
 LEVEL.
  
 11C) NOTICE ONLY!!!! PLEASE NOTE THE EGRESS DOOR THAT
 OPENS ONTO NORTH RAILROAD AVENUE IS AN EXISTING
 NON-CONFORMING DOORWAY THAT SWINGS OUT OVER THE PUBLIC
 SIDEWALK, NOTE IF THE DOOR IS NOT REPLACED IT DOES NOT
 NEED TO BE REPLACED, BUT WHEN THE DOOR AND JAMB ARE
 REPLACED IT WILL STILL NEED TO SWING OUT BUT RECESSED
 BACK IN AN ALCOVE.
 2014 FBC-B 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8
 FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC
 RIGHT-OF-WAY ABOVE GRADE AND BELOW 8 FEET (2438 MM) IN
 HEIGHT SHALL BE PROHIBITED EXCEPT AS PROVIDED FOR IN
 SECTIONS 3202.2.1 THROUGH 3202.2.3. DOORS AND WINDOWS
 SHALL NOT OPEN OR PROJECT INTO THE PUBLIC RIGHT-OF-WAY.
  
 11D) GOOGLE STREET VIEW OF FEB. 2015 SHOWS THE N.
 RAILROAD ENTRY DOOR, IT SEEMS TO BE NARROW, PLEASE
 PROVIDE HOW WIDE THIS DOOR ACTUALLY IS. 2014 FBC-B
 1008.1.1 SIZE OF DOORS. THE MINIMUM WIDTH OF EACH DOOR
 OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD
 THEREOF AND SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES.
 CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE
 MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP,
 WITH THE DOOR OPEN 90 DEGREES.
  
 11E) SEMI- COMPLIED. SHEET A3 SHOWS NEW STOREFRONT
 FRAMES. IN THE GOOGLE STREET VIEW SHOOT IN FEB. 2015
 PLEASE ALSO NOTE THE GARAGE DOORS ARE STILL IN THE
 OPENINGS AT THE LOADING BAYS, HOW CAN THE SUPPOSED
 EXISTING GUARDRAILS BE EXISTING? 107.2.1.3 ADDITIONAL
 INFORMATION WILL BE REQUIRED.
  
 12) 2ND REQUEST. SHEET A4 DOES NOT COMPLY WITH THE
 HANDRAIL NOR GUARDRAIL REQUIREMENTS. 2014 FBC-B
 1607.8.1 HANDRAILS AND GUARDS.
 HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A
 LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT (PLF) IN
 ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. GLASS HANDRAIL
 ASSEMBLIES AND GUARDS SHALL ALSO COMPLY WITH SECTION
 2407.
  
 12A) 2014 FBC-B 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS
 AND GUARDS SHALL ALSO BE DESIGNED TO RESIST A
 CONCENTRATED LOAD OF 200 POUNDS IN ACCORDANCE WITH
 SECTION 4.5.1 OF ASCE 7.
  
 12B) 2014 FBC-B 1607.8.1.2 INTERMEDIATE RAILS.
 INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL),
 BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO RESIST
 A CONCENTRATED LOAD OF 50 POUNDS IN ACCORDANCE WITH
 SECTION 4.5.1 OF ASCE 7.
  
 12C) PLEASE DO NOT RESTATE THE CODE, BUT PROVIDE
 CALCULATIONS. 107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS. SUCH INFORMATION SHALL BE SPECIFIC, AND THE
 TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE OR IN
 PART, NOR SHALL THE TERM "LEGAL" OR ITS EQUIVALENT BE
 USED AS A SUBSTITUTE FOR SPECIFIC INFORMATION. ALL
 INFORMATION, DRAWINGS, SPECIFICATIONS AND ACCOMPANYING
 DATA SHALL BEAR THE NAME AND SIGNATURE OF THE PERSON
 RESPONSIBLE FOR THE DESIGN. (SEE ALSO SECTION 107.3.5).
  
 12D) SHEETS A1 AND A2 DOES NOT SHOW A HANDRAIL FOR ANY
 OF THE EXISTING STAIRS OR FOR THE EXISTING (PROPOSED)
 STAIRS. 805.9 HANDRAILS. EXISTING BUILDING CODE. THE
 REQUIREMENTS OF SECTIONS EXIST. BUILD. CODE. 805.9.1
 AND 805.9.2 SHALL APPLY TO HANDRAILS FROM THE WORK AREA
 FLOOR TO, AND INCLUDING, THE LEVEL OF EXIT DISCHARGE.
  
 12D)(1)EXIST BUILD. CODE 805.9.1 MINIMUM REQUIREMENT.
 EVERY REQUIRED EXIT STAIRWAY THAT IS PART OF THE MEANS
 OF EGRESS FOR ANY WORK AREA AND THAT HAS THREE OR MORE
 RISERS AND IS NOT PROVIDED WITH AT LEAST ONE HANDRAIL,
 OR IN WHICH THE EXISTING HANDRAILS ARE JUDGED TO BE IN
 DANGER OF COLLAPSING, SHALL BE PROVIDED WITH HANDRAILS
 FOR THE FULL LENGTH OF THE RUN OF STEPS ON AT LEAST ONE
 SIDE. ALL EXIT STAIRWAYS WITH A REQUIRED EGRESS WIDTH
 OF MORE THAN 66 INCHES (1676 MM) SHALL HAVE HANDRAILS
 ON BOTH SIDES.
  
 12D)(2) EXISTING BUILD. CODE 805.9.2 DESIGN. HANDRAILS
 REQUIRED IN ACCORDANCE WITH SECTION 805.9.1 SHALL BE
 DESIGNED AND INSTALLED IN ACCORDANCE WITH THE
 PROVISIONS OF THE FLORIDA BUILDING CODE, BUILDING.
  
 12E) GUARDRAILS SHALL BE 42 INCHES HIGH. 1013.3 HEIGHT.
  
 12F) HANDRAILS ON STAIRS NEEDS TO COMPLY WITH 2014
 FBC-B WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN
 FLIGHTS, THE HANDRAILS SHALL EXTEND HORIZONTALLY AT
 LEAST 12 INCHES (305 MM) BEYOND THE TOP RISER AND
 CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE
 BOTTOM RISER.
  
 12G) SHEET A4 THERE IS A DETAIL OF AN ACCESSIBLE RAMP,
 MISSING INFORMATION INCLUDES STEEL RE-INFORCEMENT
 NEEDED FOR THE FOUNDATION AND UPRIGHT RETAINING WALL
 RE-INFORCEMENT AS WELL SIZE OF THE RE-BARS AND
 FREQUENCY IN PLACEMENT. 1-7.2.1.3 ADDITIONAL
 INFORMATION REQUIRED.
  
 12H) SHEET A4 THERE IS A DETAIL OF AN ACCESSIBLE RAMP
 THERE IS NO DIMENSION AS TO THE WIDTH OF THE ACCESSIBLE
 RAMP, 2014 FBC-B 1010.6.1 WIDTH. THE MINIMUM WIDTH OF A
 MEANS OF EGRESS RAMP SHALL NOT BE LESS THAN THAT
 REQUIRED FOR CORRIDORS BY SECTION 1018.2.
  
 12I) 2014 FBC-B 1010.4 CROSS SLOPE. THE SLOPE MEASURED
 PERPENDICULAR TO THE DIRECTION OF TRAVEL OF A RAMP
 SHALL NOT BE STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS
 HORIZONTAL (2-PERCENT SLOPE).
  
 12J) 2014 FBC-B 1010.5 VERTICAL RISE. THE RISE FOR ANY
 RAMP RUN SHALL BE 30 INCHES (762 MM) MAXIMUM. A
 MID-LANDING WILL BE REQUIRED, PLEASE INDICATE THE
 MID-LANDING THE LANDING LENGTH SHALL BE 60 INCHES
 MINIMUM FBC-B 1010.7.3.
  
 13) THE PERMIT VALUE IS VERY LOW FOR THE WORK SHOWN ON
 THE PLANS AS WELL AS THE WORK THAT WAS DONE WITHOUT A
 PERMIT.
  
 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.
  
 14) SHEET A4 PROVIDES THE WIND DESIGN CRITERIA AND
 PROVIDES PRESSURES FOR THE OVERALL OPENING, BUT DOES
 NOT INCLUDE THE PRESSURES THAT ARE GOING TO BE FOUND IN
 10 SQ. FT., 20 SQ. FT. NOR 50 SQ. FT. NOTE THE
 INDIVIDUAL GLAZING WILL HAVE HIGHER PRESSURES THAN THE
 OVERALL UNIT, THE SAME HOLDS TRUE FOR BOTH THE VERTICAL
 AND HORIZONTAL MULLIONS. WE ARE STILL MISSING THE
 PRESSURES FOR THE 10, 20 AND 50 SQ. FT. 2014 FBC-B
 COMPONENTS & CLADDING PRESSURES POSITIVE & NEGATIVE
 TABLE 1609.2(2).
  
 14A) SHEET A4 UNDER THE WIND DESIGN LIST 3 REFERENCES
 TO THE 2014 RESIDENTIAL CODE R616.4, R703.1.3 AND TABLE
 R301.2(2), THESE ARE ALL TO BE USED WITH SINGLE FAMILY
 DWELLINGS, NOT TO BE USED WITH THE COMMERCIAL CODE,
 FBC-BUILDING CODE, SEE CHAPTER 1609.
  
 14B) SUBMIT PRODUCT APPROVALS: 2014 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, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 14C) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B 1405.13.1
 INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN
 ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.
 FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH
 INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM
 LOADS AND SPACING USED IN THE TESTS.
  
 14D) SHEET A4 THE ACCESSIBLE THRESHOLD NEEDS TO COMPLY
 WITH: THRESHOLDS ACCESS. CODE 404.2.5. THRESHOLDS, IF
 PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (13 MM) HIGH
 MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT
 DOORWAYS SHALL COMPLY WITH 302 AND 303.
  
 14E) 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..
  
 15) 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.
  
 16) 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 CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-12-20 Cont ID  
Sent By jwitmer Date 2017-12-20 Time 17:44 Rev Time  
Received By jwitmer Date 2017-12-20 Time 09:01 Sent To  
Notes
2017-12-20 17:44:042014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17120517/ CHANGE OF OCCUPANCY
 ADD: 925 N. RAILROAD AVE. (PCN:
 74-43-43-15-20-005-0110)
 CONT: FLORIDA GENERAL CONTRACTOR
 TEL: 561-704-5042
 E-MAIL: JIG3684@ YAHOO.COM
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 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: WED. DEC. 20/ 2017
 ACTION: DENIED
  
 1) PLEASE CORRECT THE PERMIT AND PLAN ADDRESS. THE
 ADDRESS INDICATED ON BOTH THE PLANS AND PERMIT
 APPLICATION INDICATE 925 N RAILROAD AVE. PCN:
 74-43-43-15-20-005-0110. THE LOCATION OF THE BUILDING
 SHOWN ON SHEET C-1 IS LOCATED AT THE ADDRESS 1013 N.
 RAILROAD AVE. PCN: 74-43-43-15-20-005-0090. PLEASE
 CORRECT THE ADDRESS ON THE PERMIT APPLICATION AND
 PLANS. SHEET C-1 SHOWS THE SITE AS ONE PROPERTY,
 WHEREAS THERE IS 3 LOTS AND 3 ADDRESSES.
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED.
  
 2014 FBC-B 01.2 ADDRESS IDENTIFICATION. NEW AND
 EXISTING BUILDINGS SHALL BE PROVIDED WITH APPROVED
 ADDRESS IDENTIFICATION.
  
 2A) DISCREPANCY IN AREA. SHEET C1 INDICATES THE SQUARE
 FOOT AREA OF THIS BUILDING AS 11,800 SQ. FT. IN
 MULTIPLE AREAS, WHEREAS THE PALM BEACH COUNTY PROPERTY
 APPRAISERS OFFICE SHOWS 6525 SQ. FT. OF WAREHOUSE, 715
 SQ. FT. OF OFFICE AND A 2ND AREA OF WAREHOUSE OF 360
 SQ. FT. FOR A TOTAL OF 7600 SQ. FT. DISCREPANCY IN
 SQUARE FEET. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 2B) DISCREPANCY IN AREA. SHEET C1 UNDER THE HEADING OF
 OCCUPANT LOAD INDICATES THE SQUARE FOOT AREA OF THIS
 BUILDING AS 8442 SQ. FEET, WHEREAS THE PALM BEACH
 COUNTY PROPERTY APPRAISERS OFFICE SHOWS 6525 SQ. FT. OF
 WAREHOUSE, 715 SQ. FT. OF OFFICE AND A 2ND AREA OF
 WAREHOUSE OF 360 SQ. FT. FOR A TOTAL OF 7600 SQ. FT.
 DISCREPANCY IN SQUARE FEET. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 3) SHEET C1 THE COVERSHEET UNDER THE HEADING OF PROJECT
 DATA & OCCUPANT LOAD DOES NOT LIST TO WHAT CODE THIS
 PLAN WAS DESIGNED, NOR DOES THE PLAN INDICATE
 COMPLIANCE WITH THE REQUIREMENTS OF THE 2014 EXISTING
 BUILDING CODE CHAPTER 10 FOR CHANGE IN OCCUPANCY. THE
 2014 FLORIDA BUILDING CODE AND EXISTING BUILDING CODE
 WAS ENACTED STATEWIDE ON JUNE 30/ 2015.
  
 4) 2014 FBC-EXISTING BUILDING CODE 1001.3 CHANGE OF
 OCCUPANCY CLASSIFICATION. WHERE THE OCCUPANCY
 CLASSIFICATION OF A BUILDING CHANGES, THE PROVISIONS OF
 SECTIONS 1002 THROUGH 1012 SHALL APPLY. THIS INCLUDES A
 CHANGE OF OCCUPANCY CLASSIFICATION WITHIN A GROUP AS
 WELL AS A CHANGE OF OCCUPANCY CLASSIFICATION FROM ONE
 GROUP TO A DIFFERENT GROUP.
  
 5) SHEET A-1 TOWARD THE SOUTH SIDE OF THE BUILDING THE
 PLANS STATE THAT THERE IS AN EXISTING 2 HOUR, 8 INCH
 CMU FIRE SEPARATION WALL TO REMAIN, EXISTING ADJACENT
 PROPERTY COURTYARD. PLEASE NOTE THE PALM BEACH COUNTY
 PROPERTY APPRAISERS ARIELS SHOW THE PROPERTY LINE JUST
 ADJACENT TO THE 2 HOUR RATED EXTERIOR WALL.
 THIS MEANS THE SOUTH EXIT, ELEVATED DECK, LOADING DOCK
 AND PROPOSED NEW ADA LIFT IS ON A DIFFERENT LOT,
 PCN: 74-43-43-15-20-005-0110 ADDRESSED 925 N. RAILROAD
 AVE. IT WOULD APPEAR A UNITY OF TITLE WOULD BE REQUIRED
 TO ALLOW FOR OPENINGS IN THE SOUTH WALL AND ALLOWING
 EXITING ONTO THE LOT ADDRESSED 925 N. RAILROAD AVE.
  
 UNITY OF TITLE. THE PROPOSED BUILDING STRUCTURE
 TRANSGRESSES LEGAL BOUNDARY LINES BETWEEN THE LOTS
 WHICH COMBINE TO FORM 'THE SITE'. A 'UNITY OF TITLE'
 SHALL BE RECORDED AT THE COUNTY COURTHOUSE. SUBMIT A
 COPY OF THE RECORDED 'UNITY OF TITLE' DOCUMENT SO THAT
 FBC TABLE 601 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED
 NOT APPLICABLE.
 SEE WEBSITE FOR APPLICATION:
 HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP
 "APPLICATION FOR UNITY OF TITLE"
 HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45
 -38-UNITYOFTITLE3.PDF
 VINCENT J NOEL
 SURVEYOR/REAL ESTATE SUPERVISOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33401
 PHONE: 494-1040 EXT: 1096
 FAX: 494-1116
 E-MAIL: [email protected]
 *********************************************
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
  
 6) NETHER SHEET A-1 NOR A-2 PROVIDE WHAT IS EXISTING
 AND WHAT IS NEW. PLEASE BE ADVISED GOOGLE STREET VIEW
 IN FEB. OF 2015 SHOWS THE 4 LOADING BAYS OPEN ALONG N.
 RAILROAD AVE. FOR 925 AND 1013 N. RAILROAD AVE. WITHIN
 THE LOADING BAYS THERE IS ONLY ONE EXISTING SET OF
 STAIR AND NO GUARDRAILS. THE OTHER ISSUE IS HOW THE
 BUILDINGS ARE BUILT BETWEEN 925 AND 1013 N. RAILROAD
 AVE. THERE WOULD HAVE BEEN A 4 HOUR FIRE WALL
 SEPARATING THE BUILDINGS, WE DO NOT HAVE PERMITS PULLED
 CREATING OPENINGS WITHIN THE 4 HOUR FIRE WALL NOR HOW
 THE STRUCTURE ABOVE IS BEING SUPPORTED? IT WOULD APPEAR
 THERE HAS BEEN A LOT OF WORK ALREADY COMPLETED WITHOUT
 THE BENEFIT OF A PERMIT. A THOROUGH REVIEW CANNOT BE
 MADE AT THIS TIME, AS A RESULT OF THE ADDITIONAL
 INFORMATION REQUESTED ADDITIONAL COMMENTS MAY APPEAR
 THAT WERE NOT PART OF THIS REVIEW. WORK COMPLETED
 WITHOUT THE BENEFIT OF A PERMIT MAY ALSO RESULT IN A 4X
 FEE FOR THE WORK NOT PERMITTED.
 7) SHEET A-1 SHOWS THE EXIT ACCESS PATHS THROUGHOUT THE
 BUILDING BUT THE TRAVEL DISTANCE FOR EACH ROUTE HAS NOT
 BEEN INDICATED ON THE PLANS, PLEASE SHOW COMPLIANCE
 WITH 2014 FBC-B TABLE 1016.2.
  
 8) THE COVERSHEET INDICATES THE OCCUPANT LOAD OF 302
 AND SHEET A-1 SHOWS 2 EXITS AND ONLY 1 ACCESSIBLE EXIT.
 PLEASE REVIEW SECTION:
  
 2014 FBC-EXISTING BUILDING CODE 1012.8 ACCESSIBILITY.
 EXISTING BUILDINGS THAT UNDERGO A CHANGE OF GROUP OR
 OCCUPANCY CLASSIFICATION SHALL COMPLY WITH THE
 PROVISIONS OF THE FLORIDA BUILDING CODE, ACCESSIBILITY.
  
 2014 ACCESS. CODE 206.4.1 PUBLIC ENTRANCES. IN ADDITION
 TO ENTRANCES REQUIRED BY 206.4.2 THROUGH 206.4.9, AT
 LEAST 60 PERCENT OF ALL PUBLIC ENTRANCES SHALL COMPLY
 WITH 404.
  
 (GRAY BOX FLORIDA SPECIFIC). BARRIERS AT COMMON OR
 EMERGENCY ENTRANCES AND EXITS OF BUSINESS
 ESTABLISHMENTS CONDUCTING BUSINESS WITH THE GENERAL
 PUBLIC THAT ARE EXISTING, UNDER CONSTRUCTION, OR UNDER
 CONTRACT FOR CONSTRUCTION WHICH WOULD PREVENT A PERSON
 FROM USING SUCH ENTRANCES OR EXITS SHALL BE REMOVED.
  
 9) SHEET A-1 INDICATES THE USE OF (2) NEW LIFTS, PLEASE
 BE MORE SPECIFIC, TO BE LIMITED USE/ LIMITED-
 APPLICATION UNDER SECTION 408 OF THE ACCESSIBILITY CODE
 COMPLYING WITH ASME A17.1 OR PLATFORM LIFTS UNDER
 SECTION 410 OF THE ACCESSIBILITY CODE COMPLYING WITH
 ASME A18.1. PLEASE PROVIDE THE MANUFACTURERS
 SPECIFICATION AND INSTALLATION INSTRUCTIONS.
  
 10) SHEET A-1 SHOWS THE LIFE SAFETY PLAN, PLEASE
 PROVIDE A FLOOR PLAN WITH ACTUAL LAYOUT OF ARTWORK,
 FURNITURE, TEMPORARY PARTITIONS FOR HANGING ART WORK
 AND OR KIOSK SHOW TRAVEL DISTANCES, AND COMMON PATH OF
 TRAVEL IT WOULD APPEAR THERE MAYBE ISSUES WITH COMMON
 PATH OF TRAVEL FROM THE NORTHWEST CORNER OF THE
 BUILDING. 2014 FBC-B TABLE 1014.3 AND TABLE 1016.2.
  
 11) SHEET A-1 THE ELEVATED MERCANTILE ART AREA ONLY
 SHOWS ONE MEANS OF EGRESS. FBC-B TABLE 1015.1 REQUIRES
 2 MEANS OF EGRESS WHEN THE OCCUPANT LOAD IS 50 OR MORE
 OCCUPANTS. ALTHOUGH THE ENTRY DOOR FROM NORTH RAILROAD
 AVENUE WOULD BE THE 2ND MEANS OF EGRESS, TO LEAVE FROM
 THE ELEVATED MERCANTILE ART AREA, ONE WOULD HAVE TO
 TRAVEL THROUGH THE DOUBLE DOORS AND THROUGH THE OFFICE
 AREA AND OUT THE EXIT DOOR ONTO THE SIDEWALK AT NORTH
 RAILROAD AVENUE.
  
 11A) THE DOUBLE DOORS AT THE OFFICE WOULD HAVE TO BE
 SWUNG AROUND TO COMPLY WITH 1008.1.2, DOORS SHALL SWING
 IN THE DIRECTION OF EGRESS TRAVEL WHEN THE OCCUPANT
 LOAD IS GREATER THAN 49.
  
 11B) PLEASE PROVIDE THE DIFFERENCE IN HEIGHT BETWEEN
 THE CITY SIDEWALK AND THE BOTTOM LANDING OF THE
 STAIRWAY, THIS NEEDS TO BE PART OF AN ACCESSIBLE
 ENTRANCE/ EXIT. 2014 ACCESS. CODE 206.4.1 PUBLIC
 ENTRANCES. IN ADDITION TO ENTRANCES REQUIRED BY 206.4.2
 THROUGH 206.4.9, AT LEAST 60 PERCENT OF ALL PUBLIC
 ENTRANCES SHALL COMPLY WITH 404.
 THE PICTURES FROM GOOGLE STREET VIEW OF FEB. 2015 IT
 WOULD APPEAR THERE IS AT LEAST A 4 INCH DIFFERENCE IN
 HEIGHT FROM THE CITY SIDEWALK TO THE ENTRY DOOR FLOOR
 LEVEL.
  
 10C) NOTICE ONLY!!!! PLEASE NOTE THE EGRESS DOOR THAT
 OPENS ONTO NORTH RAILROAD AVENUE IS AN EXISTING
 NON-CONFORMING DOORWAY THAT SWINGS OUT OVER THE PUBLIC
 SIDEWALK, NOTE IF THE DOOR IS NOT REPLACED IT DOES NOT
 NEED TO BE REPLACED, BUT WHEN THE DOOR AND JAMB ARE
 REPLACED IT WILL STILL NEED TO SWING OUT BUT RECESSED
 BACK IN AN ALCOVE.
 2014 FBC-B 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8
 FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC
 RIGHT-OF-WAY ABOVE GRADE AND BELOW 8 FEET (2438 MM) IN
 HEIGHT SHALL BE PROHIBITED EXCEPT AS PROVIDED FOR IN
 SECTIONS 3202.2.1 THROUGH 3202.2.3. DOORS AND WINDOWS
 SHALL NOT OPEN OR PROJECT INTO THE PUBLIC RIGHT-OF-WAY.
  
 10D) GOOGLE STREET VIEW OF FEB. 2015 SHOWS THE N.
 RAILROAD ENTRY DOOR, IT SEEMS TO BE NARROW, PLEASE
 PROVIDE HOW WIDE THIS DOOR ACTUALLY IS. 2014 FBC-B
 1008.1.1 SIZE OF DOORS. THE MINIMUM WIDTH OF EACH DOOR
 OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD
 THEREOF AND SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES.
 CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE
 MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP,
 WITH THE DOOR OPEN 90 DEGREES.
  
 10E) IN THE GOOGLE STREET VIEW SHOOT IN FEB. 2015
 PLEASE ALSO NOTE THE GARAGE DOORS ARE STILL IN THE
 OPENINGS AT THE LOADING BAYS, HOW CAN THE SUPPOSED
 EXISTING GUARDRAILS BE EXISTING? 107.2.1.3 ADDITIONAL
 INFORMATION WILL BE REQUIRED.
  
 11) SHEET A1 & A2 BOTH WILL NEED TO SHOW COMPLIANCE
 WITH HANDRAILS AND GUARDRAILS MEETING ALL (3) SECTIONS
 OF CODE.
 2014 FBC-B 1607.8.1 HANDRAILS AND GUARDS.
 HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A
 LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT (PLF) IN
 ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. GLASS HANDRAIL
 ASSEMBLIES AND GUARDS SHALL ALSO COMPLY WITH SECTION
 2407.
  
 11A) 2014 FBC-B 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS
 AND GUARDS SHALL ALSO BE DESIGNED TO RESIST A
 CONCENTRATED LOAD OF 200 POUNDS IN ACCORDANCE WITH
 SECTION 4.5.1 OF ASCE 7.
  
 11B) 2014 FBC-B 1607.8.1.2 INTERMEDIATE RAILS.
 INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL),
 BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO RESIST
 A CONCENTRATED LOAD OF 50 POUNDS IN ACCORDANCE WITH
 SECTION 4.5.1 OF ASCE 7.
  
 11C) PLEASE DO NOT RESTATE THE CODE, BUT PROVIDE
 CALCULATIONS. 107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS. SUCH INFORMATION SHALL BE SPECIFIC, AND THE
 TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE OR IN
 PART, NOR SHALL THE TERM "LEGAL" OR ITS EQUIVALENT BE
 USED AS A SUBSTITUTE FOR SPECIFIC INFORMATION. ALL
 INFORMATION, DRAWINGS, SPECIFICATIONS AND ACCOMPANYING
 DATA SHALL BEAR THE NAME AND SIGNATURE OF THE PERSON
 RESPONSIBLE FOR THE DESIGN. (SEE ALSO SECTION 107.3.5).
  
 11D) SHEETS A1 AND A2 DOESN?T SHOW A HANDRAIL FOR ANY
 OF THE EXISTING STAIRS OR FOR THE EXISTING (PROPOSED)
 STAIRS. 805.9 HANDRAILS. EXISTING BUILDING CODE. THE
 REQUIREMENTS OF SECTIONS 805.9.1 AND 805.9.2 SHALL
 APPLY TO HANDRAILS FROM THE WORK AREA FLOOR TO, AND
 INCLUDING, THE LEVEL OF EXIT DISCHARGE.
  
 11D)(1) 805.9.1 MINIMUM REQUIREMENT. EVERY REQUIRED
 EXIT STAIRWAY THAT IS PART OF THE MEANS OF EGRESS FOR
 ANY WORK AREA AND THAT HAS THREE OR MORE RISERS AND IS
 NOT PROVIDED WITH AT LEAST ONE HANDRAIL, OR IN WHICH
 THE EXISTING HANDRAILS ARE JUDGED TO BE IN DANGER OF
 COLLAPSING, SHALL BE PROVIDED WITH HANDRAILS FOR THE
 FULL LENGTH OF THE RUN OF STEPS ON AT LEAST ONE SIDE.
 ALL EXIT STAIRWAYS WITH A REQUIRED EGRESS WIDTH OF MORE
 THAN 66 INCHES (1676 MM) SHALL HAVE HANDRAILS ON BOTH
 SIDES.
  
 11D)(2) 805.9.2 DESIGN. HANDRAILS REQUIRED IN
 ACCORDANCE WITH SECTION 805.9.1 SHALL BE DESIGNED AND
 INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 12) THE PERMIT VALUE IS VERY LOW FOR THE WORK SHOWN ON
 THE PLANS AS WELL AS THE WORK THAT WAS DONE WITHOUT A
 PERMIT.
  
 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.
  
 13) 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.
  
 14) 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 CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2018-09-06 Cont ID  
Sent By jpearson Date 2018-09-06 Time 14:03 Rev Time 0.00
Received By jpearson Date 2018-09-06 Time 14:03 Sent To  
Notes
2018-09-06 14:03:31CODES 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 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. THE PLAN SUBMITTED IS THE EXACT PLAN THAT WAS
 SUBMITTED FOR PERMIT 18030157. IS THIS PERMIT FOR
 ADDRESS 925 N RAILROAD, OR 1013 N RAILROAD? AS THESE
 ARE 2 SEPARATE LOCATIONS, THE SAME PLAN WOULD NOT BE
 USED FOR BOTH. PROVIDE CLARIFICATION AND SUBMIT PROPER
 PLAN FOR REVIEW, A REVIEW IS NOT POSSIBLE AT THIS TIME.
 WPB FBC 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 E ELECTRICAL
Rev No 3 Status F Date 2018-06-27 Cont ID  
Sent By ppetty Date 2018-06-27 Time 10:50 Rev Time 0.00
Received By ppetty Date 2018-06-27 Time 10:39 Sent To  
Notes
2018-06-27 10:50:45CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 PREVIOUS COMMENTS THAT HAVE BEEN ADDRESSED
 SATISFACTORILY HAVE BEEN NOTED AS CORRECTED. ITEMS
 REMAINING HAVE FURTHER COMMENTS IN PARENTHESES.
  
 1. CORRECTED.
 2. CORRECTED.
 3.CORRECTED
 4. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
 NEC 110.9, 110.10 (NOT PROVIDED AS STATED IN LETTER)
 5. CORRECTED.
 6. CORRECTED
 7. PROVIDE LIGHT FIXTURE SCHEDULE. FBC 107.2.1 (NOT
 PROVIDED AS STATED IN LETTER)
 8. CORRECTED.
 9. COMPLIED.
 10. CORRECTED.
 11. CORRECTED.
 12. CORRECTED.
 13. PROVIDE NUTRAL CALCULATION TO REDUCE WIRE SIZE A+B
 PANELS 220.61.
 14. A+B FEEDER SHOW GROUNDING CONDUCTOR 250.122.
 15. PROVIDE ALL GROUNDING ELECTRODES 250.50.
  
 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.
  
 SINCERELY,
  
 PHIL PETTY
 ELECTRICAL PLANS EXAMINER,CHIEF ELECTRICAL INSPECTOR
 561-805-6742
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2018-02-20 Cont ID  
Sent By jpearson Date 2018-02-20 Time 10:41 Rev Time 0.00
Received By jpearson Date 2018-02-20 Time 10:41 Sent To  
Notes
2018-02-20 10:40:55CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 PREVIOUS COMMENTS THAT HAVE BEEN ADDRESSED
 SATISFACTORILY HAVE BEEN NOTED AS CORRECTED. ITEMS
 REMAINING HAVE FURTHER COMMENTS IN PARENTHESES.
  
 1. CORRECTED.
 2. CORRECTED.
 3. RISER DIAGRAM SHOWS THE 600 AMP MAIN PANEL BEING FED
 WITH THREE 3/0 CONDUCTORS. CONDUCTOR SIZE 3/0 IS NOT
 RATED FOR 600 AMPS. ALSO, THIS IS SHOWN AS A 3 PHASE
 SERVICE, WHICH WOULD REQUIRE 4 WIRES FROM POWER
 COMPANY. AN EGC (EQUIPMENT GROUNDING CONDUCTOR) WOULD
 NOT BE INSTALLED IN THIS CONDUIT. PROVIDE CORRECTIONS
 NEC 310.15(B)(16), 250.6; FBC 107.2.1 (RISER NOW SHOWS
 (4) 1000 KCMIL WIRES IN A 3" CONDUIT. THIS QUANTITY AND
 SIZE OF WIRE WILL NOT FIT IN A 3" CONDUIT PER CODE.
 PROVIDE CORRECTION. NEC INFORMATIVE ANNEX C)
 4. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
 NEC 110.9, 110.10 (NOT PROVIDED AS STATED IN LETTER)
 5. CORRECTED.
 6. PROVIDE GRAPH/CALCULATION OF INTERIOR LIGHTING POWER
 ALLOWANCES PER THE FBC ENERGY CODE IN RELATION TO THE
 CONNECTED INTERIOR LIGHTING PROPOSED TO COMPLY WITH
 CODE. THIS SHOULD BE EXPRESSED IN LIGHT FIXTURE WATTAGE
 IN RELATION TO SQUARE FOOT WATTAGE PERMITTED. IT HAS
 NOTHING TO DO WITH THE AMPACITY OF THE CIRCUIT FEEDING
 THE LIGHTING. FBC EC 405.5.2 (NOT PROVIDED. THIS
 CHART/GRAPH SHOULD INDICATE THE AMOUNT OF WATTAGE
 ALLOWED FOR THE SPACE AND THE AMOUNT DESIGNED FOR THE
 SPACE MEETING CODE REQUIREMENTS.)
 7. PROVIDE LIGHT FIXTURE SCHEDULE. FBC 107.2.1 (NOT
 PROVIDED AS STATED IN LETTER)
 8. CORRECTED.
 9. COMPLIED.
 10. CORRECTED.
 11. CORRECTED.
 12. 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 OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2018-01-02 Cont ID  
Sent By jpearson Date 2018-01-02 Time 13:38 Rev Time 0.00
Received By jpearson Date 2018-01-02 Time 13:38 Sent To  
Notes
2018-01-02 13:38:39CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. LOAD CALCULATION PROVIDED USES DEMAND FACTORS FOR A
 RESTAURANT, WHICH IS NOT PERMITTED FOR THIS PROJECT.
 PROVIDE ACCURATE LOAD CALCULATION PER NEC. NEC 220
 2. MAIN PANEL SHOWS TWO 200 AMP BREAKERS, ONE FEEDING
 PANEL A AND ONE FEEDING PANEL B. THE RISER DIAGRAM
 SHOWS THAT THESE PANELS ARE FED WITH CONDUCTOR SIZE
 1/0. CONDUCTOR SIZE 1/0 IS NOT RATED FOR 200 AMPS.
 PROVIDE CORRECTION. NEC 310.15(B)(16)
 3. RISER DIAGRAM SHOWS THE 600 AMP MAIN PANEL BEING FED
 WITH THREE 3/0 CONDUCTORS. CONDUCTOR SIZE 3/0 IS NOT
 RATED FOR 600 AMPS. ALSO, THIS IS SHOWN AS A 3 PHASE
 SERVICE, WHICH WOULD REQUIRE 4 WIRES FROM POWER
 COMPANY. AN EGC (EQUIPMENT GROUNDING CONDUCTOR) WOULD
 NOT BE INSTALLED IN THIS CONDUIT. PROVIDE CORRECTIONS
 NEC 310.15(B)(16), 250.6; FBC 107.2.1
 4. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
 NEC 110.9, 110.10
 5. PROVIDE THE ADDITIONAL LIGHTING CONTROLS STIPULATED
 IN THE FBC ENERGY CODE. MANY AREAS DO NOT SHOW THE
 AUTOMATIC CONTROL REQUIRED, INCLUDING EXTERIOR AREAS.
 FBC EC 405.2.2, 405.2.2.2, 405.2.4
 6. PROVIDE GRAPH/CALCULATION OF INTERIOR LIGHTING POWER
 ALLOWANCES PER THE FBC ENERGY CODE IN RELATION TO THE
 CONNECTED INTERIOR LIGHTING PROPOSED TO COMPLY WITH
 CODE. THIS SHOULD BE EXPRESSED IN LIGHT FIXTURE WATTAGE
 IN RELATION TO SQUARE FOOT WATTAGE PERMITTED. IT HAS
 NOTHING TO DO WITH THE AMPACITY OF THE CIRCUIT FEEDING
 THE LIGHTING. FBC EC 405.5.2
 7. PROVIDE LIGHT FIXTURE SCHEDULE. FBC 107.2.1
 8. PROVIDE RECEPTACLE CONTROL REQUIRED BY ASHREA 90.1:
 8.4.2. PER THIS REQUIREMENT, THE FOLLOWING SHALL BE
 AUTOMATICALLY CONTROLLED: 1) AT LEAST 50% OF ALL
 125-VOLT, 15 AND 20 AMP RECEPTACLES, IN ALL PRIVATE
 OFFICES, CONFERENCE ROOMS, ROOMS USED PRIMARILY FOR
 PRINTING AND/OR COPYING FUNCTIONS, BREAK ROOMS,
 CLASSROOMS, AND INDIVIDUAL WORKSTATIONS. 2) AT LEASE
 25% OF BRANCH CIRCUIT FEEDERS INSTALLED FOR MODULAR
 FURNITURE NOT SHOWN ON THE CONSTRUCTION DOCUMENTS. FBC
 EC 405.7.1
 9. PROVIDE CONNECTION TO ALL GROUNDING ELECTRODES
 PRESENT AT BUILDING. NEC 250.50
 10. PER THE WPB AMENDMENTS TO THE FBC, 107.2.1.4
 QUALITY OF BUILDING PLANS. BUILDING PLANS SHALL BE
 DRAWN TO A MINIMUM 1/8 INCH SCALE UPON SUBSTANTIAL
 PAPER, CLOTH OR OTHER ACCEPTABLE MEDIUM. THIS POLICY
 MAY INCLUDE SUCH THINGS AS MINIMUM SIZE, SHAPE,
 CONTRAST, CLARITY, OR OTHER ITEMS RELATED TO RECORDS
 MANAGEMENT. PROVIDE CORRECTION.
 11. PROVIDE SHOW WINDOW OUTLETS PER CODE. NEC 210.62
 12. PROVIDE DEDICATED SIGN CIRCUIT WITH AUTOMATIC
 CONTROL. NEC 600.5; FBC EC 405.2.4
  
 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.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status F Date 2018-10-02 Cont ID  
Sent By pleduc Date 2018-08-31 Time   Rev Time 0.00
Received By pleduc Date 2018-08-30 Time 14:53 Sent To  
Notes
2018-10-02 10:34:10THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) BASED ON REVIEW OF OTHER DEPARTMENT COMMENTS, FIRE
 WILL RESERVE ITS FINAL REVIEW UNTIL THOSE COMMENTS ARE
 APPLICABLY ADDRESSED.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2018-06-15 Cont ID  
Sent By pleduc Date 2018-06-15 Time   Rev Time 0.00
Received By pleduc Date 2018-06-15 Time 13:27 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2018-02-14 Cont ID  
Sent By pleduc Date 2018-02-14 Time   Rev Time 0.00
Received By pleduc Date 2018-02-13 Time 15:15 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2017-12-18 Cont ID  
Sent By pleduc Date 2017-12-18 Time   Rev Time 0.00
Received By pleduc Date 2017-12-18 Time 11:08 Sent To  
Notes
2017-12-18 14:18:48THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET A 1 - TWO EXITS ARE INDICATED AS BEING
 PROVIDED; HOWEVER, THE LIFE SAFETY PLAN SHEET INDICATES
 ONLY ONE EXIT FROM THE LARGE MERCANTILE AREA THAT ALL
 POINTS LEAD TWO.
  
 NEW MERCANTILE OCCUPANCIES SHALL COMPLY WITH NFPA 101,
 CHAPTER 36.
  
 PER CHAPTER 36 THIS IS A CLASS B OCCUPANCY
  
 (2) CLASS B, AS FOLLOWS: (A) ALL MERCANTILE OCCUPANCIES
 OF MORE THAN 3000 FT2 (280 M2), BUT NOT MORE THAN
 30,000 FT2 (2800 M2), AGGREGATE GROSS AREA AND
 OCCUPYING NOT MORE THAN THREE STORIES FOR SALES
 PURPOSES
 (B) ALL MERCANTILE OCCUPANCIES OF NOT MORE THAN 3000
 FT2 (280 M3) GROSS AREA AND OCCUPYING TWO OR THREE
 STORIES FOR SALES PURPOSES
  
 36.2.5 ARRANGEMENT OF MEANS OF EGRESS.
 36.2.5.1 MEANS OF EGRESS SHALL BE ARRANGED IN
 ACCORDANCE WITH SECTION 7.5.
  
 7.5.1.3.1 WHERE MORE THAN ONE EXIT, EXIT ACCESS, OR
 EXIT DISCHARGEIS REQUIRED FROM A BUILDING OR PORTION
 THEREOF, SUCH EXITS, EXIT ACCESSES, OR EXIT DISCHARGES
 SHALL BE REMOTELY LOCATED FROM EACH OTHER AND BE
 ARRANGED TO MINIMIZE THE POSSIBILITY THAT MORE THAN ONE
 HAS THE POTENTIAL TO BE BLOCKED BY ANY ONE FIRE OR
 OTHER EMERGENCY CONDITION.7.5.1.3.2* WHERE TWO EXITS,
 EXIT ACCESSES, OR EXIT DISCHARGES ARE REQUIRED, THEY
 SHALL BE LOCATED AT A DISTANCE FROM ONE ANOTHER NOT
 LESS THAN ONE-HALF THE LENGTH OF THE MAXIMUM OVERALL
 DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE
 SERVED, MEASURED IN A STRAIGHT LINE BETWEEN THE NEAREST
 EDGE OF THE EXITS, EXIT ACCESSES, OR EXIT DISCHARGES,
 UNLESS OTHERWISE PROVIDED IN 7.5.1.3.3 THROUGH
 7.5.1.3.5.
  
 36.2.4 NUMBER OF MEANS OF EGRESS.
 36.2.4.1 MEANS OF EGRESS SHALL COMPLY WITH ALL OF THE
 FOLLOWING, EXCEPT AS OTHERWISE PERMITTED BY 36.2.4.2
 THROUGH 36.2.4.5:
 (1) THE NUMBER OF MEANS OF EGRESS SHALL BE IN
 ACCORDANCE WITH SECTION 7.4.
 (2) NOT LESS THAN TWO SEPARATE EXITS SHALL BE PROVIDED
 ON EVERY STORY.
 (3) NOT LESS THAN TWO SEPARATE EXITS SHALL BE
 ACCESSIBLE FROM EVERY PART OF EVERY STORY.
  
 PLEASE INDICATE THE 2ND EXIT FROM THE LARGE MERCANTILE
 AREA.
  
  
  
  
 2) SHEET A 1 - TRAVEL DISTANCE IN PATH A INDICATES A
 DISTANCE OVER 150 FT.
  
 PER CHAPTER 36:
  
 36.2.6 TRAVEL DISTANCE TO EXITS. TRAVEL DISTANCE SHALL
 BE AS SPECIFIED IN 36.2.6.1, 36.2.6.2, AND 36.2.6.3 AND
 SHALL BE MEASURED IN ACCORDANCE WITH SECTION 7.6.
 36.2.6.1 IN MERCANTILE OCCUPANCIES CLASSIFIED AS
 ORDINARY HAZARD, TRAVEL DISTANCE SHALL NOT EXCEED 150
 FT (46 M).
  
 PLEASE REVIEW AND CORRECT TO SHOW COMPLIANCE WITH THE
 REQUIREMENT.
  
  
  
 3) A DEAD-END CORRIDOR IS INDICATED THAT EXCEEDS 20 FT.
  
 36.2.5.2 DEAD-END CORRIDORS SHALL COMPLY WITH
 36.2.5.2.1 OR 36.2.5.2.2.
  
  
 PLEASE REVIEW AND CORRECT TO SHOW COMPLIANCE WITH THE
 REQUIREMENT.
  
  
  
  
 4) SHEET A 2 - THERE ARE DOORS IN THE EXITS THAT ARE
 INDICATED AS EXISTING; HOWEVER, THERE IS NO DOOR
 SCHEDULE INDICATING DOOR TYPE AND HARDWARE.
  
 36.2.2.2 DOORS.
 36.2.2.2.1 DOORS COMPLYING WITH 7.2.1 SHALL BE
 PERMITTED.
 36.2.2.2.2* LOCKS COMPLYING WITH 7.2.1.5.5 SHALL BE
 PERMITTED ONLY ON PRINCIPAL ENTRANCE/EXIT DOORS.
  
 PLEASE PROVIDE A DOOR SCHEDULE INDICATING COMPLIANCE
 WITH THE REQUIREMENTS.
  
  
  
  
 5) SHEET C 1 - THERE IS A NOTE INDICATING THAT THE
 BUILDING IS NOT SPRINKLED; HOWEVER, SHEET A 1 HAS A
 DIAMOND SHAPED NOTE , # 1, FIRE DEPARTMENT CONNECTION -
 SEE FIRE PROTECTION PLAN. THERE IS NO FIRE PROTECTION
 PLAN.
  
 IS THERE A FDC?
  
 PLEASE REVIEW AND CORRECT.
  
  
  
  
  
 6) SHEET A 1 - IN REFERENCE TO # 1 ABOVE, THE DOUBLE
 DOORS AT THE OFFICE AREA SWING OUT INTO THE MERCANTILE
 OCCUPANCY. IF THIS DOOR REPRESENTS YOUR 2ND EXIT, THE
 DOORS WILL NEED TO SWING INTO THE OFFICE AREA.
  
 7.2.1.4.2 DOOR LEAF SWING DIRECTION. DOOR LEAVES
 REQUIRED TO BE OF THE SIDE-HINGED OR PIVOTED-SWINGING
 TYPE SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL
 UNDER ANY OF THE FOLLOWING CONDITIONS:
 (1) WHERE SERVING A ROOM OR AREA WITH AN OCCUPANT LOAD
 OF 50 OR MORE, EXCEPT UNDER ANY OF THE FOLLOWING
 CONDITIONS:
 (A) DOOR LEAVES IN HORIZONTAL EXITS SHALL NOT BE
 REQUIRED TO SWING IN THE DIRECTION OF EGRESS TRAVEL
 WHERE PERMITTED BY 7.2.4.3.8.1 OR 7.2.4.3.8.2.
 (B) DOOR LEAVES IN SMOKE BARRIERS SHALL NOT BE REQUIRED
 TO SWING IN THE DIRECTION OF EGRESS TRAVEL IN EXISTING
 HEALTH CARE OCCUPANCIES, AS PROVIDED IN CHAPTER 19.
 (2) WHERE THE DOOR ASSEMBLY IS USED IN AN EXIT
 ENCLOSURE, UNLESS THE DOOR OPENING SERVES AN INDIVIDUAL
 LIVING UNIT THAT OPENS DIRECTLY INTO AN EXIT ENCLOSURE
 (3) WHERE THE DOOR OPENING SERVES A HIGH HAZARD
 CONTENTS AREA
  
 PLEASE REVIEW AND CORRECT.
  
  
  
  
 7) SHEET A 1 & E 2 - IF THE DOOR TO THE OFFICE AREA
 REPRESENTS THE 2ND EXIT, IT SHALL HAVE AN ILLUMINATED
 EXIT SIGN.
  
 36.2.8 ILLUMINATION OF MEANS OF EGRESS. MEANS OF EGRESS
 SHALL BE ILLUMINATED IN ACCORDANCE WITH SECTION 7.8.
 36.2.9 EMERGENCY LIGHTING. CLASS A AND CLASS B
 MERCANTILE OCCUPANCIES AND MALL BUILDINGS SHALL HAVE
 EMERGENCY LIGHTINGFACILITIES IN ACCORDANCE WITH SECTION
 7.9.
 36.2.10 MARKING OF MEANS OF EGRESS. WHERE AN EXIT IS
 NOT IMMEDIATELY APPARENT FROM ALL PORTIONS OF THE SALES
 AREA, MEANS OF EGRESS SHALL HAVE SIGNS IN ACCORDANCE
 WITH SECTION 7.10.
  
 PLEASE REVIEW AND CORRECT.
  
  
  
  
 8) SHEET C 1 - IN THE GENERAL NOTES SECTION, # 12,
 THERE ARE CODE REFERENCES INDICATING COMPLIANCE WITH
 NFPA 101, 30.1.1.1 & 30.1.3.1.
  
 CHAPTER 30 OF NFPA IS THE CODE FOR NEW APARTMENT
 BUILIDNGS AND IS NOT APPLICABLE TO THIS BUILDING.
  
 PLEASE REVIEW AND CORRECT.
  
  
  
 9) SHEET A 1 - THERE ARE TWO (2) NEW ADA LIFTS
 INDICATED; HOWEVER, THESE LIFTS ARE NOT INDICATED AS A
 MEANS OF EGRESS. THERE ARE NO AREAS OF REFUGE
 INDICATED.
  
 HOW ARE THESE LIFTS POWERED? IF BY ELECTRIC, WHAT
 HAPPENS IF THE POWER GOES OUT? HOW WILL SOMEONE IN A
 WHEELCHAIR OR A DISABLED PERSON USE IT FOR EXITING?
  
 36.2.2.12 AREAS OF REFUGE.
 36.2.2.12.1 AREAS OF REFUGE COMPLYING WITH 7.2.12 SHALL
 BE PERMITTED.
  
 7.2.12.1.2 AN AREA OF REFUGE USED AS PART OF A REQUIRED
 ACCESSIBLE MEANS OF EGRESS IN ACCORDANCE WITH 7.5.4 IN
 OTHER THAN A BUILDING THAT IS PROTECTED THROUGHOUT BY
 AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN
 ACCORDANCE WITH SECTION 9.7 SHALL MEET BOTH OF THE
 FOLLOWING CRITERIA:
 (1) THE AREA OF REFUGE SHALL MEET THE GENERAL
 REQUIREMENTS OF SECTION 7.1.
 (2) THE AREA OF REFUGE SHALL MEET THE REQUIREMENTS OF
 7.2.12.2 AND 7.2.12.3.
  
 7.5.4 ACCESSIBLE MEANS OF EGRESS.
 7.5.4.1* AREAS ACCESSIBLE TO PEOPLE WITH SEVERE
 MOBILITY IMPAIRMENT, OTHER THAN IN EXISTING BUILDINGS,
 SHALL HAVE NOT LESS THAN TWO ACCESSIBLE MEANS OF
 EGRESS, UNLESS OTHERWISE PROVIDED IN
 7.5.4.1.2 THROUGH 7.5.4.1.4.
 7.5.4.1.1 ACCESS WITHIN THE ALLOWABLE TRAVEL DISTANCE
 SHALL BE PROVIDED TO NOT LESS THAN ONE ACCESSIBLE AREA
 OF REFUGE OR ONE ACCESSIBLE EXIT PROVIDING AN
 ACCESSIBLE ROUTE TO AN EXIT DISCHARGE.
  
 PLEAS REVIEW AND PROVIDE FOR EXITING REQUIRERMENTS FROM
 THESE AREAS.
  
  
  
 10) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
  
 11) 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 2018-10-30 Cont ID  
Sent By shill Date 2018-10-30 Time 11:27 Rev Time 0.00
Received By shill Date 2018-08-27 Time 14:07 Sent To  
Notes
2018-08-28 14:07:59C19
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-07-13 Cont ID  
Sent By cpuell Date 2018-07-13 Time 16:15 Rev Time 0.00
Received By cpuell Date 2018-06-14 Time 14:40 Sent To  
Notes
2018-07-13 14:48:51TO LMARCHAN
2018-06-14 14:40:22C13
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-03-22 Cont ID  
Sent By cpuell Date 2018-03-22 Time 16:40 Rev Time 0.00
Received By cpuell Date 2018-02-06 Time 13:54 Sent To  
Notes
2018-02-07 13:54:54C12
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-01-10 Cont ID  
Sent By cpuell Date 2018-01-10 Time 10:37 Rev Time 0.00
Received By cpuell Date 2017-12-13 Time 09:21 Sent To  
Notes
2017-12-15 09:21:29C19
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 4 Status F Date 2018-10-01 Cont ID  
Sent By jgomez Date 2018-10-01 Time 13:33 Rev Time 0.00
Received By jgomez Date 2018-10-01 Time 13:26 Sent To  
Notes
2018-10-01 13:33:22IMPACT FEES - PAPER SUBMITTALS
  
 PLANS REQUIRE REVIEW BY THE PBC IMPACT FEE OFFICE. CALL
 (561) 233-5025. UPON APPROVAL, YOU MAY CHECK OUT ONE
 PLAN SET AND TAKE TO THAT OFFICE FOR REVIEW. PLEASE
 RETURNED STAMPED AND WITH A COPY OF THE RECEIPT AS
 APPLICABLE. PLEASE PROVIDE THE MUNICIPAL IMPACT FEE
 QUESTIONNAIRE FORM TO THE PBC IMPACT FEE OFFICE. THE
 FORM CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/AD
 MINISTRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF
  
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status F Date 2018-07-03 Cont ID  
Sent By jgomez Date 2018-07-03 Time 10:45 Rev Time 0.00
Received By jgomez Date 2018-07-03 Time 10:45 Sent To  
Notes
2018-07-03 10:46:42BEFORE 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.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2018-02-13 Cont ID  
Sent By jwitmer Date 2018-02-13 Time 13:22 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2018-02-13 13:22:19BEFORE 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, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-12-20 Cont ID  
Sent By jwitmer Date 2017-12-20 Time 17:44 Rev Time 0.00
Received By jwitmer Date 2017-12-20 Time 09:02 Sent To  
Notes
2017-12-20 17:44:42BEFORE 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, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 4 Status F Date 2018-09-13 Cont ID  
Sent By ccole Date 2018-09-13 Time 17:32 Rev Time 0.00
Received By ccole Date 2018-09-13 Time 17:32 Sent To  
Notes
2018-09-13 17:33:203RD REVIEW FBC-2014 MECHANICAL
 PERMIT #17120517
 2/15/18
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) NEW ARCHITECTURAL PLANS HAVE BEEN SUBMITTED BY
 CALITO P.E. DATED 8/22/18. SHEETS A-1 & A-2 SHOW NEW
 1ST AND 2ND FLOOR OFFICE BUILDOUTS. PLEASE PROVIDE
 MECHANCIAL PLANS FOR THE BUILDOUTS.
  
 COMMENTS #1, 2, & 3 LISTED BELOW ARE FROM THE 2ND
 REVIEW WHICH ARE STILL REMAINING
  
 LISTED BELOW THOSE COMMENTS ARE 1ST REVIEW COMMENTS FOR
 BUIDOUT PLANS SUBMITTED UNDER PERMIT #18030157 WHICH
 ARE FOR THE SAME SPACE. PLEASE CONTACT THE CHIEF PLANS
 EXAMINER SAMANTHA HILL TO RESOLVE THIS MATTER.
 [email protected] 561-805-6724.
  
 1) SHEET M-1: PLEASE CORRECT THE NOTE THAT IS EXCLUDING
 COMPLIANCE WITH THE FL. ENERGY CONSERVATION CODE- 2014.
 THE PROPOSED PROJECT IS NOT A RENOVATION, IT IS A
 CHANGE OF OCCUPANCY. REFER TO SECTION C101.4.4 AND
 SUBMIT AN ENERGY COMPLIANCE REPORT.
  
 2) M-1: PROVIDE WIND LOAD ENGINEERING FOR INSTALLATION
 OF THE NEW ROOFTOP FAN- SECTION 301.15 FBC-14
 MECHANICAL. SUBMIT A FL. PRODUCT APPROVAL AND/OR
 MIAMI-DADE NOA FOR THE FAN IF APPLICABLE.
  
 3) M-1: IT APPEARS BOTH OPTIONS- ITEM #1 AND ITEM #2 -
 ARE TO BE USED TO AUTOMATICALLY CONTROL THE OPERRATION
 OF THE GARAGE EXHAUST FAN. PLEASE SEE SECTION 404.1 AND
 CHOOSE EITHER ITEM #1 OR #2, AND PROVIDE DETAILS AND
 SUBMITTALS FOR THE SENSORS.
  
  
 1ST REVIEW FBC-2017 MECHANICAL
 PERMIT #18030157
 9/13/18
  
 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
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THE $10,000.00 JOB VALUE LISTED ON THE PERMIT
 APPLICATION APPEARS TO BE VERY LOW FOR A 13,798 S.F.
 REMODEL AND CHANGE OF OCCUPANCY, WHICH INCLUDES AMONG
 OTHER THINGS A NEW ACCESSIBLE BATHROOM, A NEW HANDICAP
 RAMP, AND NEW ADDITIONS (LOADING BAY CONVERSIONS)
 PLEASE REFER TO SECTION 109.3 WPB AND PROVIDE DETAILED
 ESTIMATES, AND/OR BONA FIDE CONTRACTS FOR ALL PHASES OF
 THE PROJECT INCLUDING STRUCTURAL, ARCHITECTURAL,
 MECHANICAL, ELECTRICAL, PLUMBING, INTERIOR AND EXTERIOR
 FINISH WORK, SITE WORK, DESIGN FEES, AND OVERHEAD AND
 PROFIT. THE TOTAL VALUE SHALL INCLUDE LABOR, MATERIALS,
 EQUIPMENT AND APPLIANCES.
  
 2) THE PROJECT INFORMATION, INDEX, ETC. ON COVER SHEET
 CV-1.0 DESIGNED BY CALITO P.E. DOES NOT MATCH THE REST
 OF THE PLANS IN THE SET THAT ARE DESIGNED BY GOUBRAN
 ARCHITECT. PLEASE CORRECT OR REMOVE THE SHEET FROM THE
 SETS.
  
 3) SHEET M-1: THE O/A CALCULATIONS ARE INCORRECTLY
 IDENTIFYING THE LARGE 11,376 S.F. GALLERY AREAS AS
 SALES. PLEASE SEE TABLE 403.3.1.1 FBC M AND PROVIDE
 CALCULATIONS FOR THE GALLERIES BASED ON AN OCCUPANT
 DENSITY OF 40 PERSONS PER 100 S.F./7.5 CFMS PER PERSON
 + 0,06 CFMS PER S.F. ADJUST THE TABLE TO SHOW THE
 REQUIRED AND PROVIDED CFMS OF OUTSIDE AIR FOR ALL ROOMS
 AND AREAS.
  
 4) M-1: INDICATE HOW THE LARGE STORAGE ROOM ON THE
 SOUTH SIDE OF THE OCCUPANCY IS BEING VENTILATED- TABLE
 403.3.1.1 FBC M.
  
 5) M-1: A MINIMUM 10' CLEARANCE DISTANCE TO THE
 DRIVEWAY IS REQUIRED FOR THE O/A FAN THAT IS PROVIDING
 FAN TO THE ART STORAGE ROOM ON THE NORTH SIDE- SECTION
 401.4 FBC M. THIS REQUIREMENT WILL REMAIN UNTIL THE
 PLAN ACTUALLY SHOWS THE DRIVEWAY WILL BE REMOVED AND
 CONVERTED TO NON-VEHICULAR USE.
  
 6) M-1: PROVIDE AN EQUIPMENT SCHEDULE FOR THE ART
 STORAGE FAN AND INDICATE HOW THE NEW WALL OPENING WILL
 PROTECTED AGAINST WIND AND RAIN- SECTION 401.5. PLEASE
 NOTE THAT OUTDOOR AIR INTAKE OPENINGS LOCATED IN
 EXTERIOR WALLS SHALL MEET THE PROVISIONS FOR EXTERIOR
 WALL OPENING PROTECTIVES IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
  
 7) M-1: THE NEW AIR CONDITIONED DISPLAY AREAS THAT WERE
 PREVIOUSLY LOADING DOCKS ARE DEFINED AS ADDITIONS PER
 SECTION C202 FBC EC. PROVIDE AC LOAD CALCULATIONS IN
 ACCODANCE WITH SECTION C403.2.1 FBC EC.
  
 8) M-1: NEW ADDITIONS AND SPACES THAT CHANGE OCCUPANCY
 ARE SUBJECT TO COMPLIANCE WITH THE CURRENT FBC EC.
 PLEASE SEE SECTION C101.5.1 AND SUBMIT A COMPLIANCE
 REPORT USIBNG APPROVED SOFTWARE. REFER TO THE FOLLOWING
 SECTIONS FOR MORE INFORMATION - C503.2, C101.3, AND
 C401.2.
  
  
 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. PLEASE NOTE THAT
 SUBMITTAL OF CORRECTED PLANS MAY RESULT IN NEW PLAN
 REVIEW COMMENTS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2018-06-25 Cont ID  
Sent By ccole Date 2018-06-25 Time 13:54 Rev Time 0.00
Received By ccole Date 2018-06-25 Time 12:25 Sent To  
Notes
2018-06-25 14:18:523RD REVIEW FBC-2014 MECHANICAL
 PERMIT #17120517
 6/25/18
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) M-1: PROVIDE AN ENERGY COMPLIANCE REPORT FOR THE
 CHANGE OF OCCUPANCY FROM FACTORY TO MERCANTILE, AND FOR
 THE NEW ADDITIONS (THE CONVERTED LOADING DOCKS TO
 CONDITIONED MERCANTILE SPACE ON THE EAST SIDE OF THE
 BUILDING)- SEE SECTIONS C101.4.3 AND C101.4.4 FBC- 2014
 ENERGY CONSERVATION.
  
 2) M-1: THE OUTDOOR AIR FAN INLET FOR THE NORTH
 MERCANTILE SPACE ADDITION SHALL BE A MINIMUM 10 ' FROM
 THE TRUCK PARKING AREA- SECTION 401.4(2) FBC-2014
 MECHANICAL.
  
 3) M-1: THE 2326 CFMS OF TOTAL O/A IN THE SCHEDULE IS
 INCORRECT. THE TOTAL SHOULD BE 2502 CFMS.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2018-02-15 Cont ID  
Sent By ccole Date 2018-02-15 Time 15:28 Rev Time 0.00
Received By ccole Date 2018-02-15 Time 15:04 Sent To  
Notes
2018-02-15 15:08:352ND REVIEW FBC-2014 MECHANICAL
 PERMIT #17120517
 2/15/18
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET M-1: PLEASE CORRECT THE NOTE THAT IS EXCLUDING
 COMPLIANCE WITH THE FL. ENERGY CONSERVATION CODE- 2014.
 THE PROPOSED PROJECT IS NOT A RENOVATION, IT IS A
 CHANGE OF OCCUPANCY. REFER TO SECTION C101.4.4 AND
 SUBMIT AN ENERGY COMPLIANCE REPORT.
  
 2) M-1: PROVIDE WIND LOAD ENGINEERING FOR INSTALLATION
 OF THE NEW ROOFTOP FAN- SECTION 301.15 FBC-14
 MECHANICAL. SUBMIT A FL. PRODUCT APPROVAL AND/OR
 MIAMI-DADE NOA FOR THE FAN IF APPLICABLE.
  
 3) M-1: IT APPEARS BOTH OPTIONS- ITEM #1 AND ITEM #2 -
 ARE TO BE USED TO AUTOMATICALLY CONTROL THE OPERRATION
 OF THE GARAGE EXHAUST FAN. PLEASE SEE SECTION 404.1 AND
 CHOOSE EITHER ITEM #1 OR #2, AND PROVIDE DETAILS AND
 SUBMITTALS FOR THE SENSORS.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-12-27 Cont ID  
Sent By ccole Date 2017-12-27 Time 11:17 Rev Time 0.00
Received By ccole Date 2017-12-27 Time 11:17 Sent To  
Notes
2017-12-27 11:29:491ST REVIEW FBC-2014 MECHANICAL, ENERGY CONSERVATION
 CODES
 PERMIT #17120517
 12/27/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET C-1: PLEASE CORRECT THE NOTE THAT IS EXCLUDING
 COMPLIANCE WITH THE FL. ENERGY CONSERVATION CODE. THE
 PROPOSED PROJECT IS NOT A RENOVATION, IT IS A CHANGE OF
 OCCUPANCY. REFER TO SECTION C101.4.4 AND SHOW
 COMPLIANCE.
  
 2) SHEET M-1: EXHAUST VENTILATION IS REQUIRED FOR THE
 LOADING DOCK AND THE TRUCK PARKING GARAGE. REFER TO
 SECTIONS 404.1, 404.2, AND 404.3 AND SHOW COMPLIANCE.
  
 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 4 Status F Date 2018-10-02 Cont ID  
Sent By gjohnson Date 2018-10-02 Time 12:41 Rev Time 0.00
Received By gjohnson Date 2018-10-02 Time 12:41 Sent To  
Notes
2018-10-02 12:45:271ST REVIEW:
 2017 FLORIDA BUILDING CODE 6TH EDITION
 2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
 EDITION
  
 PLUMBING COMMENTS:
  
 1. THE PLUMBING PLAN SHEETS DO NOT MATCH THE
 ARCHITECTURAL PLAN SHEETS THEY ARE SHOWING TO DIFFERENT
 BUILDINGS. PER WPB AMEND TO FBC 107.2.1
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2018-07-10 Cont ID  
Sent By gjohnson Date 2018-07-10 Time 12:12 Rev Time 0.00
Received By gjohnson Date 2018-07-10 Time 11:59 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2018-03-05 Cont ID  
Sent By thunt Date 2018-03-05 Time 05:46 Rev Time 0.00
Received By thunt Date 2018-03-05 Time 05:46 Sent To Z
Notes
2018-03-05 05:51:1703/06/2018 PLUMBING 2ND REVIEW**DENIED**
  
 1) THE BRANCH DRAIN FOR THE WATER FOUNTAIN SHALL BE
 CONNECTED DOWN STREAM OF THE BATHROOM GROUP. FBC-P
 912.1
  
 2) THE BRANCH DRAIN FOR THE SERVICE SINK SHALL BE
 CONNECTED DOWN STREAM OF THE BATHROOM GROUP. FBC-P
 912.1
  
  
 TIM HUNT
 PLUMBING INSPECTOR / PLUMBING PLAN REVIEWER
 CITY OF WEST PALM BEACH DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 561-805-6695
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2018-01-08 Cont ID  
Sent By gjohnson Date 2018-01-08 Time 12:10 Rev Time 0.00
Received By gjohnson Date 2018-01-08 Time 07:34 Sent To  
Notes
2018-01-08 12:11:211ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. SHT. C-1 AND P-2 THE PLUMBING FIXTURE REQUIREMENTS
 IS CONFUSING UNDER MERCANTILE THE CALCULATION IS 1WC
 PER 500 MEN AND WOMEN PLEASE CLARIFY. PER WPB AMEND TO
 FBC 107.2.1
  
 2. PLEASE SHOW COMPLIANCE WITH FBC ACC 604.4 SEATS.
 THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH
 FLOOR SHALL BE 17 INCHES (430 MM) MINIMUM AND 19 INCHES
 (485 MM) MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS
 SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION.
  
 3. PLEASE SHOW COMPLIANCE WITH FBC ACC 604.2 LOCATION.
 THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR
 PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE
 OF THE WATER CLOSET SHALL BE 16 INCHES MINIMUM TO 18
 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION,
  
 4. PLEASE SHOW COMPLIANCE WITH FBC ACC 609.4 POSITION
 OF GRAB BARS.
 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.
  
 5. PLEASE SHOW CLEAR FLOOR SPACE INCLUDING DIMENSIONS
 FOR THE WC, LAVATORY AND WATER FOUNTAIN. PER FBC ACC
 604.3.1, 606.2 AND 602.2
  
 6. PLEASE SHOW COMPLIANCE WITH FBC ACC 606.3 HEIGHT.
 LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT
 OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. PLEASE
 CLARIFY IF THE LAV WILL BE A WALLHUNG OR VANITY
 TYPE-LIKE DETAIL SHOWS.
  
 7. PLEASE SHOW COMPLIANCE WITH FBC ACC 604.5.1 SIDE
 WALL.
 THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MINIMUM,
 LOCATED 12 INCHES MAXIMUM FROM THE REAR WALL AND
 EXTENDING 54 INCHES MINIMUM FROM THE REAR WALL.
  
 8. PLEASE SHOW COMPLIANCE WITH FBC ACC 604.5.2 REAR
 WALL.
 THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MINIMUM
 AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12
 INCHES MINIMUM ON ONE SIDE AND 24 INCHES MINIMUM ON THE
 OTHER SIDE.
  
 9. PLEASE SHOW COMPLIANCE WITH FBC ACC 604.7
 DISPENSERS.
 TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT
 OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE
 DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15
 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR
  
 10. PLEASE SHOW COMPLIANCE WITH FBC ACC 602.4 SPOUT
 HEIGHT.
 SPOUT OUTLETS SHALL BE 36 INCHES (915 MM) MAXIMUM ABOVE
 THE FINISH FLOOR OR GROUND.
 602.7 DRINKING FOUNTAINS FOR STANDING PERSONS.
 SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING
 PERSONS SHALL BE 38 INCHES (965 MM) MINIMUM AND 43
 INCHES (1090 MM) MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
 602.2 CLEAR FLOOR SPACE.
 UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE
 COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH
 AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 11. PROVIDE ENLARGED DETAIL FOR BOTH BATHROOMS. PER WPB
 AMEND TO FBC 107.2.1
  
 12. PLEASE SHOW COMPLIANCE WITH FBC PL 403.2 SEPARATE
 FACILITIES.
 WHERE PLUMBING FIXTURES ARE REQUIRED, SEPARATE
 FACILITIES SHALL BE PROVIDED FOR EACH SEX.
  
 13. THE EXISTING WATER CLOSET SHOULD BE VENTED BY
 EXITING LAVATORY. PER WPB AMEND TO FBC 107.2.1
  
 14. THE BRANCH DRAIN FOR THE WATER FOUNTAIN SHALL
 CONNECT DOWN STREAM OF THE BATHROOM GROUP. PER FBC PL
 912.1
  
 15. THE BRANCH DRAIN FOR THE SERVICE SINK SHALL CONNECT
 DOWN STREAM OF THE BATHROOM GROUP. PER FBC PL 912.1
  
 16. PROVIDE WATER ISOMETRIC DRAWING . PER WPB AEND TO
 FBC 107.3.5.1.3(13)
  
 17. SHOW LOCATION OF EXISTING WATER HEATER IF OVER 50'
 FROM FIXTURE A RECIRCULATION SYSTEM WILL BE REQUIRED.
 PER FBC PL 607.2
  
 18. IS THE WATER HEATER EXISTING TO REMAIN OR WILL IT
 BE REPLACED. PER WPB AMEND TO FBC 107.2.1
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop Z ZONING
Rev No 4 Status P Date 2018-10-30 Cont ID  
Sent By aaponte Date 2018-10-30 Time 11:00 Rev Time 0.00
Received By aaponte Date 2018-10-30 Time 11:00 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status F Date 2018-07-13 Cont ID  
Sent By aaponte Date 2018-07-13 Time 14:46 Rev Time 0.00
Received By aaponte Date 2018-07-13 Time 14:45 Sent To  
Notes
2018-07-13 14:46:521. EXISTING OPENING CAN NOT BE ENCLOSED WITHOUT
 PROVIDING WINDOWS, AS THE RESULTING WALL WOULD BE
 CONSIDERED A BLANK WALL NOT PERMITTED BY CODE.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
Review Stop Z ZONING
Rev No 2 Status P Date 2018-03-22 Cont ID  
Sent By AA Date 2018-03-22 Time 15:58 Rev Time 0.00
Received By aaponte Date 2018-03-22 Time 15:58 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2018-01-09 Cont ID  
Sent By AA Date 2018-01-09 Time 16:10 Rev Time 0.00
Received By aaponte Date 2018-01-09 Time 12:29 Sent To  
Notes
***NONE***


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