Plan Review Details - Permit 13070890
Plan Review Stops For Permit 13070890
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2013-11-04 Cont ID  
Sent By jwitmer Date 2013-11-04 Time 07:54 Rev Time 0.00
Received By jwitmer Date 2013-11-04 Time 07:04 Sent To  
Notes
2013-11-04 07:49:50BUILDING PLAN REVIEW
 PERMIT: 13070890
 ADD: 4047 OKEECHOBEE BLVD # 101
 CONT: BTD CONTRACTING LLC
 TEL: (904)707-7919
  
 2010 FLORIDA BUILDING CODE W
 * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 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.
  
 2ND REVIEW
 DATE: MONDAY NOV. 04/ 2013
 ACTION: BUILDING PROVISO
  
 BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S). REVISIONS REQUIRE
 ADDITIONAL REVIEWS WITH ASSOCIATED FEES.
  
 1) SHEET A1.1 UNDER THE HEADING PROJECT DATA LIST THIS
 BUILDING AS A A2 OCCUPANCY WITH A OCCUPANT LOAD OF 94
 OCCUPANTS, THIS REQUIRES THE FRONT DOOR TO BE A
 OUTSWING DOOR
 (2010 FBC-B 1008.1.2) . BOTH THE FRONT DOOR AND THE
 REAR EXIT DOOR WILL NEED TO BE OUTFITTED WITH PANIC
 HARDWARE, (2010 FBC-B 1008.1.10) IN A ASSEMBLY
 OCCUPANCY WITH AN OCCUPANT LOAD OF 50 OR GREATER.
  
 2) PROVIDE PRODUCT APPROVALS FOR THE NEW FRONT DOOR AND
 FOR THE PANIC HARDWARE TO BE FITTED TO BOTH THE FRONT
 DOOR AND REAR DOOR. 2010 FBC-B 1609.1.2 PROTECTION OF
 OPENINGS, 1609.6.4.41 COMPONENTS & CLADDING
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
  
 3) FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 4) PROVIDE THE WIND DESIGN CRITERIA FOR THE NEW FRONT
 DOOR. 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
 CHAPTER 6 OF ASCE 7-10.
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
 4.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
  
 4.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
  
 4.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
  
 4.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
  
 4.5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE
 TABLE 1609.2(2) .
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2013-08-14 Cont ID  
Sent By jwitmer Date 2013-08-14 Time 15:34 Rev Time 0.00
Received By jwitmer Date 2013-08-14 Time 10:34 Sent To  
Notes
2013-08-14 15:34:28BUILDING PLAN REVIEW
 PERMIT: 13070890
 ADD: 4047 OKEECHOBEE BLVD # 101
 CONT: BTD CONTRACTING LLC
 TEL: (904)707-7919
  
 2010 FLORIDA BUILDING CODE W
 * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 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.
  
 1ST REVIEW
 DATE: AUGUST 14/ 2013
 ACTION: DENIED
  
 1) SHEET 1.1:
 1A) THE TITLE BLOCK INDICATES THAT AMES BENNETT TO BE
 THE DESIGNER OF RECORD FL S 481. ACROSS THE BOTTOM OF
 THE SHEET, THE ADVERTIEMENT: CAD DESIGN AND DRAFTING BY
 ANDREW SLACK, WHO IS THE DESIGNER?
  
 1B) UNDER THE HEAING PROJECT DATA, THE PLANS INDICATE
 THIS TO BE A LEVEL II ALTERATION. THIS TENANT SPACE IS
 GOING FROM A MERCANTILE OCCUPANCY TO AN A2 ASSEMBLY
 OCCUPANCY NOT A A3. SEE 2010 FBC-B 303.1.
  
 1C) WITH THERE BEING A CHANGE OF OCCUPANCY, THE LELVEL
 OF ALTERATION CHANGES, SEE 2010 FL EXISTING BUILDING
 CODE CHAPTER 9 SECTION 901.3.1. 2010 FL EXST BLDG CODE
 901.3.1 PARTIAL CHANGE OF OCCUPANCY
 CLASSIFICATION.WHERE A PORTION OF AN EXISTING BUILDING
 IS CHANGED TO A NEW OCCUPANCY CLASSIFICATION, SECTION
 912 SHALL APPLY.
  
 2010 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.
  
 1D) THE PLANS INDICATE THE INSTALATION OF A NEW
 MEZZANINE LEVEL. PLEASE SHOW COMPLIANCE WITH 2010 FBC-
 EXIST BLDG 907.1 GRAVITY LOADS.
 BUILDINGS OR PORTIONS THEREOF SUBJECT TO A CHANGE OF
 OCCUPANCY WHERE SUCH CHANGE IN THE NATURE OF OCCUPANCY
 RESULTS IN HIGHER UNIFORM OR CONCENTRATED LOADS BASED
 ON THE FLORIDA BUILDING CODE, BUILDING TABLES 1607.1
 AND 1607.6 SHALL COMPLY WITH THE GRAVITY LOAD
 PROVISIONS OF THE FLORIDA BUILDING CODE, BUILDING. AT
 WHAT LIVE LOADING IS THE MEZZANINE LEVEL TO BE DESINED
 TOO? 2010 FBC-B TABLE 1607.1( 36 OR 37).
  
 1E) DETAIL WALL SECTIONS 2 & 3 BOTH SHOW THE USE OF
 INBEDS AND NELSON BOLTS, AREN'T NELSON BOLTS USED ON
 NEW CONCRETE BEAMS NOT EXISTING CONCRETE BEAMS?
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 1F) PLEASE PROVIDE A CUT SECTION THROUGH THE KITCHEN/
 MEZZANINE LEVEL PLEASE PROVIDE THE CLEAR HEIGHTS OF THE
 KITCHEN AND MEZZANINE LEVEL PER 2010 FBC-B 1208.2
 MINIMUM CEILING HEIGHTHS.
  
 2) SHEET 1.2:
 2A) GENERAL NOTES PLEASE UPDATE NOTES 1,7,18,22 & 23
 ALL DEAL WITH LOCAL CODES OR AMENDMENTS TO THE
 TECHNICAL CODE. THE 2010 FBC ONLY ALLOWS LOCAL
 AMENDMENTS TO CHAPTER 1 ADMINISTRATION, THERE ARE NO
 LOCAL TECHNICAL AMENDMENTS SINCE THE 2004 FBC.
  
 2B) NOTES BY EQUIPMENT LABELED #112 INDICATE COMPLIANCE
 WITH 11-42 & FIGURE 54 FBC-10. PLEASE UPDATE REFERANCES
 TO THE FL ACCESSIBILITY CODE, THERE IS NO LONGER A
 CHAPTER 11 IT IS A SEPERATE BOOK THAT IS FORMATED TO
 THE NEW 2010 ADA CODE SECTION, FLORIDA CODE IS IN THE
 GRAY BOXES.
  
 2C) THE PLANS INDICATE THE FRONT DOOR BEING REVERSED.
 PLEASE SHOW PRODUCT APPROVAL FOR THIS DOOR BEING TESTED
 IN THE REVERSE POSITION FOR WIND. 2010 FBC-B
 1609.6.4.4.1. COMPONENTS AND CLADDING.
  
 2D) THE RESTROOM DOORS SWING OUT INTO THE PATH OF
 EGRESS, THE MENS RESTROOM DOOR BLOCKS THE REAR EXIT.
 2010 FBC-B 1008.1.1.1 PROJECTIONS INTO CLEAR WIDTH.
  
 2E) PLEASE BE AWARE THAT THE RESTROOM DOORS CAN SWING
 INTO THE RESTROOM. PLEASE SEE 2010 FBC-ACCESSIBLITY
 CODE 603.2.3 EXCEPTION # 2 AND ADA DIAGRAMS THAT
 CORESPONDS TO THE FL EXCEPTION # 2, FLORIDA DOES NOT
 SHOW IT IN THE FL ACCESSIBLITY CODE BOOK.
  
 2F) THE KITCHEN DOOR THAT LEADS INTO THE COORIDOR
 OPOSITE OF THE RESTROOMS SHOULD SWING 180 DEGREES. SEE
 2010 FBC-B 1005.2 OR 1008.1.9.11 THE CORRIDOR IS 5'-0"
 WIDE OR 60 INCHES. THE REQUIRED CORRIDOR WIDTH IS 44"
 THE DOOR SWING IS 36 INCHES, 1/2 OF THE REQUIRED
 CORRIDOR WIDTH OF 22 INCHES, 22 +36= 58 INCHES, IT
 MEETS THE WIDTH REQUIREMENT BUT NEEDS TO BE ON 180
 DEGREE HINGES SO IT WILL NOT PROJECT MORE THAN 7 INCHES
 INTO THE CORRIDOR. JUST A POSSIBLE SOLUTION.
  
 2G) NOTE ON PLANS INDICATES ENCLOSED STEEL STAIRS
 SUBMIT SHOP DRAWING BY OTHERS, PLEASE PROVIDE A DESIGN
 CRITERIA FOR LIVE LOADS 2010 FBC-TABLE 1607.1(35).
  
 3) SHEET 2.1:
 3A) THE PLANS INDICATE MEANS OF EGRESS, PLEASE PROVIDE
 THE REQUIRED CLEAR WIDTH ON THE PLAN, THE PLANS WILL
 ALSO NEED TO SHOW COMPLIANCE WITH 2010 FBC-B 1017.4.3
 TABLE AND SEATING AISLE ACCESSWAY LENGTH.
 THE LENGTH OF TRAVEL ALONG THE AISLE ACCESSWAY SHALL
 NOT EXCEED 30 FEET (9144 MM) FROM ANY SEAT TO THE POINT
 WHERE A PERSON HAS A CHOICE OF TWO OR MORE PATHS OF
 EGRESS TRAVEL TO SEPARATE EXITS. IT APPEARS THE FIRST
 ROW OF 4 TABLES WILL MEET THIS REQUIREMENT BUT NOT THE
 OTHER ROWS.
  
 3B) PLEASE ALSO INCLUDE THE LINE OF PEOPLE THAT ARE
 BEING HELPED AT THE FRONT COUNTER, THIS AREA APPEARS TO
 BE TIGHT FOR MEANS OF EGRESS.
 2010 FBC-B 1018.2 44 INCHES.
  
 3C) SHEET 3.2:
 3A) THE REGISTER SYSTEM IS INDICATED TO BE 4'-4" TALL,
 PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-ACCESSIBILITY
 CODE 904.3.2 & 904.3.3.
  
 3B) PLEASE ALSSO SHOW COMPLIANCE WITH 2010 FL
 ACCESSIBILITY CODE 904.5 (1, 2 &6).
  
 4) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. 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.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2013-11-14 Cont ID  
Sent By albarran Date 2013-11-14 Time 12:44 Rev Time 0.00
Received By albarran Date 2013-11-14 Time 12:02 Sent To  
Notes
2013-11-14 12:56:02RETURNED TO BIN B10 FOR FIRE REVIEW
2013-11-14 12:55:25THIS PERMIT HAS BEEN CONDITIONALLY APPROVED SUBJECT TO
 THE FOLLOWING CORRECTIONS WHICH WERE PREVIOUSLY
 MENTIONED BUT NOT ADDRESSED ON RE-SUBMITTAL BEING
 VERIFIED IN THE FIELD:
 1. ALL MULTI-WIRE BRANCH CIRCUITS SHALL COMPLY WITH NEC
 210.4
 2. ELECTRICAL NOTE 5 REQUIRES ALL CONDUCTORS TO BE
 THHN, YET NEC 300.5(B) DICTATES OTHERWISE. THE NEW
 FEEDER CONDUCTORS SHALL COMPLY ACCORDINGLY
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2013-09-04 Cont ID  
Sent By dharvey Date 2013-09-04 Time 13:00 Rev Time 0.00
Received By dharvey Date 2013-09-04 Time 13:00 Sent To  
Notes
2013-09-04 13:04:35FIRST REVIEW - 9-4-13
 1. COMPLY TO ARTICLE 505 OF THE FLORIDA ENERGY CODE FOR
 LIGHTING CONTROLS
 2. PROVIDE LIGHTING CONTROL FOR MEZZ LIGHTING. NONE
 SHOWN
 3. ALL 15/20 AMP, 120V RECEPTS IN KITCHEN TO BE GFCI
 TYPE. ADD NOTE
 4. CONDUCTORS UNDERGROUND OR IN SLAB, WHETHER IN
 CONDUIT OR NOT, SHALL COMPLY TO NEC 300.5B FOR WWET
 LOCATION
 5. MULTI BRANCH CIRCUITS SHALL COMPLT TO NEC 210.4. ADD
 NOTE
 END OF REVIEW - VB
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2013-11-20 Cont ID  
Sent By wjolin Date 2013-11-20 Time 13:40 Rev Time 0.00
Received By wjolin Date 2013-11-20 Time 13:25 Sent To  
Notes
2013-11-20 13:40:134047 OKEECHOBEE BOULEVARD - SUITE #101
 PERMIT #13070890
 REVIEW COMMENTS - FIRE DEPARTMENT
 ***NOTE: THIS IS A CHANGE OF OCCUPANCY FROM BUSINESS TO
 ASSEMBLY***
  
 MAIN ENTRANCE DOOR: DOORS SERVING AN OCCUPANT LOAD OF
 50 OR MORE PERSONS SHALL SWING IN THE DIRECTION OF
 EGRESS.
  
 FOR ASSEMBLY OCCUPANCIES WITH AN OCCUPANT LOAD OF 100
 OR MORE PERSONS (50 PERSONS PER THE FLORIDA BUILDING
 CODE), PANIC HARDWARE SHALL BE PROVIDED ON DOORS TO
 RELEASE THE LOCK/LATCH. NO OTHER LOCKS OR LATCHES ARE
 PERMITTED THAT WOULD NOT BE RELEASED BY THE PANIC
 HARDWARE. AS A SUBSTITUTE FOR PANIC HARDWARE, THE MAIN
 ENTRANCE IS PERMITTED TO HAVE AN INTERIOR KEYED DOOR
 LOCK (AND NO LATCH) WITH A READILY VISIBLE SIGN STATING
 THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS
 OCCUPIED. SIGN LETTERS SHALL BE AT LEAST 1 INCH IN
 HEIGHT. A THUMB TURN STYLE LOCK IS NOT PERMITTED TO BE
 SUBSTITUTED FOR A KEYED LOCK.
  
 PROVIDE AN ADDITIONAL EMERGENCY LIGHT FIXTURE NEAR THE
 REAR EXIT DOOR.
  
 WESLEY JOLIN
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2013-07-30 Cont ID  
Sent By wjolin Date 2013-07-30 Time 16:42 Rev Time 0.00
Received By wjolin Date 2013-07-30 Time 16:13 Sent To  
Notes
2013-07-30 16:42:284047 OKEECHOBEE BOULEVARD - SUITE #101
 PERMIT #13070890
 REVIEW COMMENTS - FIRE DEPARTMENT
 ***NOTE: THIS IS A CHANGE OF OCCUPANCY FROM BUSINESS TO
 ASSEMBLY***
  
 PROVIDE AN OCCUPANT LOAD CALCULATION.
  
 FOR ASSEMBLY OCCUPANCIES WITH AN OCCUPANT LOAD OF 100
 OR MORE PERSONS (50 PERSONS PER THE FLORIDA BUILDING
 CODE), PANIC HARDWARE SHALL BE PROVIDED ON DOORS TO
 RELEASE THE LOCK/LATCH. NO OTHER LOCKS OR LATCHES ARE
 PERMITTED THAT WOULD NOT BE RELEASED BY THE PANIC
 HARDWARE. AS A SUBSTITUTE FOR PANIC HARDWARE, THE MAIN
 ENTRANCE IS PERMITTED TO HAVE AN INTERIOR KEYED DOOR
 LOCK (AND NO LATCH) WITH A READILY VISIBLE SIGN STATING
 THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS
 OCCUPIED. SIGN LETTERS SHALL BE AT LEAST 1 INCH IN
 HEIGHT. A THUMB TURN STYLE LOCK IS NOT PERMITTED TO BE
 SUBSTITUTED FOR A KEYED LOCK.
  
 EVERY ASSEMBLY OCCUPANCY ROOM NOT HAVING FIXED SEATS
 SHALL HAVE THE OCCUPANT LOAD OF THE ROOM POSTED IN A
 CONSPICUOUS PLACE NEAR THE MAIN EXIT FROM THE ROOM.
 SIGNS SHALL BE DURABLE AND INDICATE THE NUMBER OF
 OCCUPANTS PERMITTED FOR EACH ROOM.
  
 PROVIDE TACTILE SIGNAGE AT ALL REQUIRED EXIT DOORS WITH
 EXIT SIGNS.
  
 MEN'S RESTROOM AND KITCHEN DOOR OBSTRUCT EGRESS. DURING
 ITS SWING, ANY DOOR IN A MEANS OF EGRESS SHALL LEAVE
 NOT LESS THAN ONE-HALF OF THE REQUIRED WIDTH OF AN
 AISLE, CORRIDOR, HALLWAY OR LANDING UNOBSTRUCTED AND
 SHALL PROJECT NOT MORE THAN 7-INCHES INTO THE REQUIRED
 WIDTH OF THE EGRESS PATH WHEN FULLY OPEN.
  
 GUARDS, AT LEAST 42-INCHES TALL, SHALL BE PROVIDED AT
 THE OPEN SIDES OF MEANS OF EGRESS (STAIRS, MEZZANINE,
 ETC.) THAT EXCEED 30-INCHES ABOVE THE FLOOR. OPEN
 GUARDS SHALL PROHIBIT THE PASSAGE OF A 4-INCH DIAMETER
 SPHERE UP TO A HEIGHT OF 34-INCHES. THE TRIANGULAR
 OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM ELEMENT
 OF THE GUARDRAIL SHALL PROHIBIT THE PASSAGE OF A 6-INCH
 DIAMETER SPHERE.
  
 HANDRAILS ARE REQUIRED ON BOTH SIDES OF THE STAIR.
 HANDRAILS SHALL BE LOCATED NOT LESS THAN 34 INCHES AND
 NOT MORE THAN 38 INCHES ABOVE THE SURFACE OF THE TREAD,
 MEASURED VERTICALLY TO THE TOP OF THE RAIL FROM THE
 LEADING EDGE OF THE TREAD. HANDRAIL ENDS SHALL BE
 RETURNED TO THE WALL OR FLOOR OR SHALL TERMINATE AT
 NEWEL POSTS. HANDRAIL CROSS SECTION SHALL HAVE A
 DIAMETER OF NOT LESS THAN 1.25 INCHES AND NOT MORE THAN
 2 INCHES.
  
 PROVIDE DRAWING NOTE INDICATING, ?FIRE PROTECTION
 SYSTEMS SHALL REMAIN ACTIVE DURING DEMOLITION AND
 RENOVATION ACTIVITIES. IN THE EVENT A FIRE PROTECTION
 SYSTEM IS OUT OF SERVICE FOR MORE THAN 4-HOURS IN A
 24-HOUR PERIOD, THE BUILDING SHALL BE PLACED UNDER A
 FIRE WATCH. ALL FIRE WATCH REQUESTS MUST BE SUBMITTED
 BY EMAIL ([email protected]) OR IN WRITING (FAX:
 561-804-4774) AND APPROVED BY THE OFFICE OF THE FIRE
 MARSHAL LOCATED AT 500 NORTH DIXIE HIGHWAY.?
  
 TRASH AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE
 SITE DAILY. SMOKING SHALL BE PROHIBITED EXCEPT IN
 DESIGNATED EXTERIOR AREAS. ALL OTHER DEMOLITION OR
 CONSTRUCTION AREAS SHALL HAVE "NO SMOKING" SIGNS
 POSTED. WHERE SMOKING IS PERMITTED, SAFE RECEPTACLES
 FOR SMOKING MATERIALS SHALL BE PROVIDED.
  
 INDICATE THE LOCATIONS OF PORTABLE FIRE EXTINGUISHERS.
  
 COOKING OPERATIONS PRODUCING SMOKE OR GREASE-LADEN
 VAPORS SHALL BE PROTECTED WITH A CLASS I MECHANICAL
 EXHAUST HOOD EQUIPPED WITH AN AUTOMATIC WET-CHEMICAL
 FIRE SUPPRESSION SYSTEM.
  
 PROVIDE AN EXTERIOR KEY SAFE TO ALLOW EMERGENCY
 RESPONDERS NON-FORCIBLE ENTRY INTO THE BUILDING DURING
 NON-BUSINESS HOURS. A KEY SAFE CAN BE ORDERED FROM
 WWW.KNOXBOX.COM.
  
 SEPARATE PLANS AND PERMITS ARE REQUIRED FOR THE
 INSTALLATION OR MODIFICATION OF THE FIRE SPRINKLER
 SYSTEM AND/OR FIRE ALARM SYSTEM.
  
 WESLEY JOLIN
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2013-11-20 Cont ID  
Sent By wjolin Date 2013-11-20 Time 13:40 Rev Time 0.00
Received By wjolin Date 2013-10-23 Time 09:18 Sent To  
Notes
2013-10-26 09:20:20B10
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2013-09-04 Cont ID  
Sent By dharvey Date 2013-09-04 Time 13:00 Rev Time 0.00
Received By dharvey Date 2013-09-04 Time 13:00 Sent To  
Notes
2013-07-24 18:46:02B28
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status N Date 2013-11-21 Cont ID  
Sent By jwitmer Date 2013-11-21 Time 14:50 Rev Time 0.00
Received By jwitmer Date 2013-11-21 Time 14:50 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2013-11-04 Cont ID  
Sent By jwitmer Date 2013-11-04 Time 07:54 Rev Time 0.00
Received By jwitmer Date 2013-11-04 Time 07:54 Sent To  
Notes
2013-11-04 07:54:44BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. 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 CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2013-08-14 Cont ID  
Sent By jwitmer Date 2013-08-14 Time 15:35 Rev Time 0.00
Received By jwitmer Date 2013-08-14 Time 15:35 Sent To  
Notes
2013-08-14 15:35:37BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. 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 CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2013-11-05 Cont ID  
Sent By hmoser Date 2013-11-05 Time 10:15 Rev Time 0.00
Received By hmoser Date 2013-11-05 Time 09:29 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2013-08-28 Cont ID  
Sent By hmoser Date 2013-08-28 Time 13:15 Rev Time 0.00
Received By hmoser Date 2013-08-28 Time 09:52 Sent To  
Notes
2013-08-28 13:15:36PLANS DENIED
 1) FRESH AIR CALCULATIONS ON PLAN CALL FOR 49 PEOPLE.
 CUSTOMER SEATING IS 82 REFER TO TABLE403.3 2010 FBC (M)
 2) REFER TO SECTION 503.2.5.4 SHUTOFF DAMPER CONTROLS
 FOR FRESH AIR AND EXHAUST. 2010 FLORIDA ENERGY CODE.
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop P PLUMBING
Rev No 2 Status P Date 2013-10-28 Cont ID  
Sent By lwagner Date 2013-10-28 Time 13:56 Rev Time 0.00
Received By lwagner Date 2013-10-28 Time 13:28 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2013-07-29 Cont ID  
Sent By lwagner Date 2013-07-29 Time 14:12 Rev Time 0.00
Received By lwagner Date 2013-07-29 Time 13:52 Sent To  
Notes
2013-07-29 14:12:10FBC 2010 EXISTING BUILDING CODE
 FBC 2010 ACCESSIBILITY CODE
 FBC 2010 PLUMBING REVIEW #1
 DENIED:
  
 1. SHEET 6.1 PLEASE SUBMIT THE PLUMBING WASTE AND WATER
 RISER DIAGRAMS
  
 REVIEW BY
 LARRY WAGNER
 CHIEF PLUMBING INSPECTOR
 PHONE # 805-6692
 EMAIL [email protected]
 FAX # 805-6676
  
Review Stop Z ZONING
Rev No 2 Status P Date 2013-10-31 Cont ID  
Sent By jroach Date 2013-10-31 Time 11:08 Rev Time 0.00
Received By jroach Date 2013-10-31 Time 11:08 Sent To  
Notes
2013-10-30 15:27:5510/29/13
Review Stop Z ZONING
Rev No 1 Status F Date 2013-08-12 Cont ID  
Sent By jroach Date 2013-08-12 Time 21:28 Rev Time 0.00
Received By jroach Date 2013-08-09 Time 10:49 Sent To  
Notes
2013-08-12 21:29:05ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 08.12.2013
 PERMIT NO.: 13070890
 ADDRESS: 4047 OKEECHOBEE BOULEVARD
 CONTRACTOR/CONTACT: BRETT DANILOWICZ
 TELEPHONE NO.: 904.707.7919
 SCOPE OF REVIEW: INTERIOR REMODEL FOR PROPOSED
 RESTAURANT.
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. PLANS INDICATE THAT A MEZZANINE IS PROPOSED WITHIN
 THE EXISTING BAY. AS THIS IS CONSIDERED ADDITIONAL
 SQUARE FOOTAGE, INFORMATION SHALL BE PROVIDED
 INDICATING THAT SUFFICIENT PARKING EXISTS WITHIN THE
 PLAZA TO ACCOMMODATE SUCH. PLEASE PROVIDE AN UPDATED
 SITE PLAN THAT INDICATES ALL EXISTING BUILDINGS,
 EXISTING PARKING SPACES, AS WELL AS A SITE DATA TABLE
 THAT AT LEAST THE FOLLOWING:
  
 A. TOTAL GROSS BUILDING SQUARE FOOTAGE (EXISTING PLUS
 PROPOSED)
 B. PARKING COMPUTATIONS (PARKING REQUIRED, PROVIDED,
 ETC.) BASED UPON SQUARE FOOTAGE AND USE OF THE BUILDING
  
  THIS AMENDED SITE PLAN WILL NEED TO BE APPROVED AS A
 MINOR AMENDMENT TO THE HABITAT COMMERCIAL PLANNED
 DEVELOPMENT (CPD).
  
 2. PURSUANT TO ORDINANCE NO. 2579-92, GOVERNING THE
 HABITAT CPD, THE TRIP GENERATION FOR THE ENTIRE CPD
 SHALL NOT EXCEED 4,551 TRIPS PER DAY. PLEASE PROVIDE A
 TRAFFIC STATEMENT FROM A LICENSED ENGINEER INDICATING
 THE TRIP GENERATION RATE OF ALL OF THE SQUARE FOOTAGE
 WITHIN THE CPD, INCLUDING THE PROPOSED MEZZANINE. IF
 THE RATE EXCEEDS 4,551 TRIPS PER DAY, A MAJOR AMENDMENT
 TO THE CPD WILL BE REQUIRED. RATES SHALL BE DETERMINED
 BY THE LATEST EDITION OF THE TRIP GENERATION REPORT BY
 THE INSTITUTE OF TRAFFIC ENGINEERS.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1448
 FAX: 561.822.1460
  
 EMAIL: [email protected]
  
 WWW.WPB.ORG
  


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved