Plan Review Details - Permit 15030731
Plan Review Stops For Permit 15030731
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2015-08-01 Cont ID  
Sent By jwitmer Date 2015-08-01 Time 10:30 Rev Time 0.00
Received By jwitmer Date 2015-07-28 Time 13:13 Sent To  
Notes
2015-07-30 16:53:57BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15030731 / STRUCTURE ONLY PERMIT 5
 STORIES INCLUDING THE 5TH FLOOR DECK AND COLUMNS
 ADD: 333 FERN ST.
 CONT: KAST CONSTRUCTION
 CONTACT :
 TEL: (561)689-2910
 E-MAIL: [email protected]
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2ND REVIEW
 DATE: AUG. 01 /2015
 ACTION: BUILDING PROVISO/ PHASED PERMIT
  
 TO INCLUDE COLUMNS AND DECKS FOR 5 STORIES INCLUDING
 THE 5TH FLOOR VERTICAL COLUMNS, AUGER CAST PILE,
 FOUNDATIONS, ELEVATED DECKS THROUGH THE 5TH FLOOR,
 COLUMNS THROUGH THE 5TH FLOOR, LOAD BEARING CMU WALLS
 TO BE INCLUDED UNDER THE STRUCTURAL PERMIT.
  
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 107.3.3 PHASED
 APPROVAL. THE BUILDING OFFICIAL IS AUTHORIZED TO ISSUE
 A PERMIT FOR THE CONSTRUCTION OF FOUNDATIONS OR ANY
 OTHER PART OF A BUILDING OR STRUCTURE BEFORE THE
 CONSTRUCTION DOCUMENTS FOR THE WHOLE BUILDING OR
 STRUCTURE HAVE BEEN SUBMITTED, PROVIDED THAT ADEQUATE
 INFORMATION AND DETAILED STATEMENTS HAVE BEEN FILED
 COMPLYING WITH PERTINENT REQUIREMENTS OF THIS CODE. THE
 HOLDER OF SUCH PERMIT FOR THE FOUNDATION OR OTHER PARTS
 OF A BUILDING OR STRUCTURE
 SHALL PROCEED AT THE HOLDER?S OWN RISK WITH THE
 BUILDING OPERATION AND WITHOUT ASSURANCE THAT A PERMIT
 FOR THE ENTIRE STRUCTURE WILL BE GRANTED.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-05-18 Cont ID  
Sent By jwitmer Date 2015-05-18 Time 07:50 Rev Time 0.00
Received By jwitmer Date 2015-05-18 Time 05:29 Sent To  
Notes
2015-05-18 07:50:20BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15030731 / STRUCTURE ONLY PERMIT
 ADD: 333 FERN ST.
 CONT: KAST CONSTRUCTION
 CONTACT :
 TEL: (561)689-2910
 E-MAIL: [email protected]
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 1ST REVIEW
 DATE: MAY 18 /2015
 ACTION: DENIED
  
  
 1) FOR THE STRUCTURE ONLY PERMIT PLEASE NOTE THIS
 PERMIT IS AT THE CONTRACTORS OWN RISK!!!!
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.3.3 PHASED
 APPROVAL. THE BUILDING OFFICIAL IS AUTHORIZED TO ISSUE
 A PERMIT FOR THE CONSTRUCTION OF FOUNDATIONS OR ANY
 OTHER PART OF A BUILDING OR STRUCTURE BEFORE THE
 CONSTRUCTION DOCUMENTS FOR THE WHOLE BUILDING OR
 STRUCTURE HAVE BEEN SUBMITTED, PROVIDED THAT ADEQUATE
 INFORMATION AND DETAILED STATEMENTS HAVE BEEN FILED
 COMPLYING WITH PERTINENT REQUIREMENTS OF THIS CODE. THE
 HOLDER OF SUCH PERMIT FOR THE FOUNDATION OR OTHER PARTS
 OF A BUILDING OR STRUCTURE SHALL PROCEED AT THE
 HOLDER?S OWN RISK WITH THE BUILDING OPERATION AND
 WITHOUT ASSURANCE THAT A PERMIT FOR THE ENTIRE
 STRUCTURE WILL BE GRANTED.
  
 2) THE PERMIT APPLICATION FOR THIS PERMIT UNDER THE
 HEADING SCOPE OF WORK HAS INCLUDED THE FOLLOWING:
 STRUCTURE ONLY TO INCLUDE FOUNDATIONS, STRUCTURAL
 CONCRETE AND EXTERIOR MASONRY. THE QUESTION TO BE
 ASKED, IS THE AUGURED CAST PILE INCLUDED IN THIS PERMIT
 & THE TERM EXTERIOR MASONRY OR ALL MASONRY WALLS
 INCLUDED UNDER THIS PERMIT. THE DESCRIPTION OF WORK
 DOES NOT INCLUDE ANY COMPONENTS AND CLADDING OR
 STUCCOING OF THE EXTERIOR OF THE BUILDING OR PARKING
 AREAS? 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 3) THERE ARE (2) OTHER AREAS THAT WILL NEED TO BE
 CLEARED UP AS TO IF A REVISION WILL BE REQUIRED.
 THE SOILS REPORT INDICATED THIS SITE HAD LOOSE TO VERY
 LOOSE SOILS AND VIBROFLOTATION WOULD POSSIBLY HARM
 STRUCTURES CLOSE BY. THE RECOMMENDATION WAS AUGURED
 CAST PILING FOR THE SITE AND THE UNDER PINNING OF THE
 STRUCTURE TO THE NORTH.
 3A) THE UNDERPINNING OF THE STRUCTURE TO THE NORTH
 REQUIRES THE OWNERS APPROVAL AND SINCE IT HAS ITS OWN
 SEPARATE ADDRESS & PCN NUMBER AA SEPARATE PERMIT.
  
 3B) THE 2ND ISSUE THAT WAS BROUGHT UP IN A MEETING
 5/12/2015 WITH THE KAST PROJECT MANAGER FOR THE SITE
 MATT STILL WAS SHEET PILING THE PERIMETER OF THE SITE.
 THIS BROUGHT UP CONCERN SINCE THE SOILS REPORT
 RECOMMENDED AGAINST ANY ACTION THAT CAUSES EARTH
 VIBRATION SUCH AS VIBROFLOTATION OR SHEET PILE THAT ARE
 EITHER DRIVEN OR VIBRATED INTO THE SOILS. THE USE OF
 SHEET PILE ON THE PROPERTY LINE WILL ALSO CAUSE THE
 PILE CAP DESIGN TO BE ALTERED TO ACCOMMODATE THE SHEET
 PILE, THE PLANS SHOW A VERSION 2 ON THIS PLAN BUT NOT
 ON THE MAIN BUILDING PLANS. THE SOIL REPORT ALSO
 INCLUDED HOW TO SHORE UP THE UNITIES IN THE ALLEY. IN
 SPEAKING WITH JIM BOYCE WITH KALTER IT SEEMS THEY WILL
 NEED TO DECIDE HOW THEY WILL PROCEED WITH THIS PORTION
 OF THE PROJECT.
  
 2010 FBC-B 3304.1.1 SLOPE LIMITS. SLOPES FOR PERMANENT
 FILL SHALL NOT BE STEEPER THAN ONE UNIT VERTICAL IN TWO
 UNITS HORIZONTAL (50-PERCENT SLOPE). CUT SLOPES FOR
 PERMANENT EXCAVATIONS SHALL NOT BE STEEPER THAN ONE
 UNIT VERTICAL IN TWO UNITS HORIZONTAL (50-PERCENT
 SLOPE). DEVIATION FROM THE FOREGOING LIMITATIONS FOR
 CUT SLOPES SHALL BE PERMITTED ONLY UPON THE
 PRESENTATION OF A SOIL INVESTIGATION REPORT ACCEPTABLE
 TO THE BUILDING OFFICIAL.
  
 3304.1.2 SURCHARGE. NO FILL OR OTHER SURCHARGE LOADS
 SHALL BE PLACED ADJACENT TO ANY BUILDING OR STRUCTURE
 UNLESS SUCH BUILDING OR STRUCTURE IS CAPABLE OF
 WITHSTANDING THE ADDITIONAL LOADS CAUSED BY THE FILL OR
 SURCHARGE. EXISTING FOOTINGS OR FOUNDATIONS WHICH CAN
 BE AFFECTED BY ANY EXCAVATION SHALL BE UNDERPINNED
 ADEQUATELY OR OTHERWISE PROTECTED AGAINST SETTLEMENT
 AND SHALL BE PROTECTED AGAINST LATER MOVEMENT.
  
 3307.1 PROTECTION REQUIRED. ADJOINING PUBLIC AND
 PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING
 CONSTRUCTION, REMODELING AND DEMOLITION WORK.
 PROTECTION MUST BE PROVIDED FOR FOOTINGS, FOUNDATIONS,
 PARTY WALLS, CHIMNEYS, SKYLIGHTS AND ROOFS. PROVISIONS
 SHALL BE MADE TO CONTROL WATER RUNOFF AND EROSION
 DURING CONSTRUCTION OR DEMOLITION ACTIVITIES. THE
 PERSON MAKING OR CAUSING AN EXCAVATION TO BE MADE SHALL
 PROVIDE WRITTEN NOTICE TO THE OWNERS OF ADJOINING
 BUILDINGS ADVISING THEM THAT THE EXCAVATION IS TO BE
 MADE AND THAT THE ADJOINING BUILDINGS SHOULD BE
 PROTECTED. SAID NOTIFICATION SHALL BE DELIVERED NOT
 LESS THAN 10 DAYS PRIOR TO THE SCHEDULED STARTING DATE
 OF THE EXCAVATION.
  
 3303.5 WATER ACCUMULATION. PROVISION SHALL BE MADE TO
 PREVENT THE ACCUMULATION OF WATER OR DAMAGE TO ANY
 FOUNDATIONS ON THE PREMISES OR THE ADJOINING PROPERTY.
  
 4) NOTICE ONLY; THIS NOTICE IS PUT ON THIS PORTION OF
 THE PROJECT PLEASE CONTACT YOUR ZONING PLAN REVIEWER TO
 SEE IF IT APPLIES TO THE WHOLE BUILDING OR TO EACH
 PHASE OF THE STRUCTURE? THE CITY OF WEST PALM BEACH ART
 IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES TO
 ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH THE
 PERMIT APPLICATION WAS SUBMITTED AFTER 7/1/14, AND THE
 TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR
 GREATER THAN $500,000. PER CITY OF WEST PALM BEACH
 ORDINANCE NO. 4504-14, AND CITY OF WEST PALM BEACH CODE
 OF ORDINANCES, ARTICLE V, ART IN PUBLIC PLACES, SECTION
 78-123(A) AND SECTION 78-126(A), THE ART ASSESSMENT IS
 1% OF THE TOTAL PROJECT CONSTRUCTION COST.
  
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS.
  
 5) PLEASE PROVIDE A SURVEY WITH THE PROPOSED OVERLAY OF
 THE BUILDING TO VERIFY THE ACTUAL DISTANCE FROM
 PROPERTY LINES. 2010 FBC-B TABLE 602. THE CURRENT
 SURVEY SUBMITTED INDICATES THIS PROPOSED STRUCTURE WILL
 BE LOCATED ON LOTS 11-15 OF BLOCK 10. A REPLAT WILL BE
 REQUIRED TO ELIMINATE THE BUILDING GOING PAST PROPERTY
 LINES. TABLE 602.
  
 6) THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING.
 ?THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT.
 IN AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 6A) THRESHOLD INSPECTION PLAN FL S. S. 553.71(7). 2010
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 109.3.6.1 THE ENFORCING
 AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL
 INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A
 THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION
 PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
 AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
 OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
 SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
 THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 6B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUESTS FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S
 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
 REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS
 ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
 INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
 REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
 PLACE. CONTACT KEN CONRAD MANAGER OF THE SPECIAL
 INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER
 INFORMATION BEFORE THE PERMIT MAY BE ISSUED.
 FORMS WERE SENT TO: : [email protected] AT
 05/09/2015 02:09 PM.
  
 6C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.
 AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
 ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
 OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
 BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE
 PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
 FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 6D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 6E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE
 SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD:
 [email protected]
  
 6F) FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE
 PERMIT LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND
 BATCH STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO
 SETS OF PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR
 THE THRESHOLD INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS.
  
 6G) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 6H) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES
 FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER
 HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE
 MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR
 WALLS AND CEILINGS.
  
 7) THIS MAY OR MAY NOT APPLY TO THIS PERMIT DEPENDING
 IF COMPONENTS AND CLADDING ARE GOING TO BE INCLUDED. )
 PAGES 163 S1.13 AND 164 S1.14. NOTE # 1 ON THESE SHEETS
 INDICATE THE PRESSURES WERE CALCULATED USING THE
 CALCULATED BY CODE ANALYTICAL METHODS. THIS TERM
 ANALYTICAL METHOD DOES NOT SHOW UP IN THE CODE WHEN A
 WORD SEARCH IS COMPLETED. IT WOULD APPEAR THAT A WIND
 TUNNEL TEST WAS COMPLETED AS ALLOWED BY FBC-B 1609.1.1
 EXCEPTION 6. WIND TUNNEL TEST ARE TO BE IN ACCORDANCE
 WITH CHAPTER 31 OF ASCE 7. PLEASE PROVIDE THE SIGNED
 AND SEALED WIND TUNNEL TEST OR PROVIDE HOW THESE
 PRESSURES WERE DERIVED.
  
 8) 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.
  
 9) PLEASE SHOW COMPLIANCE WITH :
  
 9A) FBC-B 3308.2 UTILITY FIXTURES.BUILDING MATERIALS,
 FENCES, SHEDS OR ANY OBSTRUCTION OF ANY KIND SHALL NOT
 BE PLACED SO AS TO OBSTRUCT FREE APPROACH TO ANY FIRE
 HYDRANT, FIRE DEPARTMENT CONNECTION, UTILITY POLE,
 MANHOLE, FIRE ALARM BOX OR CATCH BASIN, OR SO AS TO
 INTERFERE WITH THE PASSAGE OF WATER IN THE GUTTER.
 PROTECTION AGAINST DAMAGE SHALL BE PROVIDED TO SUCH
 UTILITY FIXTURES DURING THE PROGRESS OF THE WORK, BUT
 SIGHT OF THEM SHALL NOT BE OBSTRUCTED.
  
 9B)FBC-B 3306.9 ADJACENT TO EXCAVATIONS.
 EVERY EXCAVATION ON A SITE LOCATED 5 FEET (1524 MM) OR
 LESS FROM THE STREET LOT LINE SHALL BE ENCLOSED WITH A
 BARRIER NOT LESS THAN 6 FEET (1829 MM) HIGH. WHERE
 LOCATED MORE THAN 5 FEET (1524 MM) FROM THE STREET LOT
 LINE, A BARRIER SHALL BE ERECTED WHEN REQUIRED BY THE
 BUILDING OFFICIAL. BARRIERS SHALL BE OF ADEQUATE
 STRENGTH TO RESIST WIND PRESSURE AS SPECIFIED IN
 CHAPTER 16.
  
 9C) FBC-B 3306.1 PROTECTION REQUIRED. PEDESTRIANS SHALL
 BE PROTECTED DURING CONSTRUCTION, REMODELING AND
 DEMOLITION ACTIVITIES AS REQUIRED BY THIS CHAPTER AND
 TABLE 3306.1. SIGNS SHALL BE PROVIDED TO DIRECT
 PEDESTRIAN TRAFFIC.
  
 9D) FBC-B 3306.5 BARRIERS. BARRIERS SHALL BE A MINIMUM
 OF 8 FEET (2438 MM) IN HEIGHT AND SHALL BE PLACED ON
 THE SIDE OF THE WALKWAY NEAREST THE CONSTRUCTION.
 BARRIERS SHALL EXTEND THE ENTIRE LENGTH OF THE
 CONSTRUCTION SITE. OPENINGS IN SUCH BARRIERS SHALL BE
 PROTECTED BY DOORS WHICH ARE NORMALLY KEPT CLOSE
  
 9E)FBC-B [F] 3309.1 WHERE REQUIRED. ALL STRUCTURES
 UNDER CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE
 PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE
 EXTINGUISHER IN ACCORDANCE WITH SECTION 906 AND SIZED
 FOR NOT LESS THAN ORDINARY HAZARD AS FOLLOWS:
 1. AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE
 COMBUSTIBLE MATERIALS HAVE ACCUMULATED.
 2. IN EVERY STORAGE AND CONSTRUCTION SHED.
 3. ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE
 PROVIDED WHERE SPECIAL HAZARDS EXIST, SUCH AS THE
 STORAGE AND USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS.
  
 9F) FBC-B 3309.2 FIRE HAZARDS.
 THE PROVISIONS OF THIS CODE AND THE FLORIDA FIRE
 PREVENTION CODE SHALL BE STRICTLY OBSERVED TO SAFEGUARD
 AGAINST ALL FIRE HAZARDS ATTENDANT UPON CONSTRUCTION
 OPERATIONS.
  
 9G) [F] 3311.1 WHERE REQUIRED. IN BUILDINGS REQUIRED TO
 HAVE STANDPIPES BY SECTION 905.3.1, NOT LESS THAN ONE
 STANDPIPE SHALL BE PROVIDED FOR USE DURING
 CONSTRUCTION. SUCH STANDPIPES SHALL BE INSTALLED WHEN
 THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40 FEET
 (12 192 MM) IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE
 DEPARTMENT VEHICLE ACCESS. SUCH STANDPIPE SHALL BE
 PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT
 ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. SUCH
 STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES
 TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF
 CONSTRUCTION HAVING SECURED DECKING OR FLOORING.
  
 9H) [F] 3312.1 COMPLETION BEFORE OCCUPANCY.
 IN BUILDINGS WHERE AN AUTOMATIC SPRINKLER SYSTEM IS
 REQUIRED BY THIS CODE, IT SHALL BE UNLAWFUL TO OCCUPY
 ANY PORTION OF A BUILDING OR STRUCTURE UNTIL THE
 AUTOMATIC SPRINKLER SYSTEM INSTALLATION HAS BEEN TESTED
 AND APPROVED, EXCEPT AS PROVIDED IN SECTION 111.3.
  
 9H) 109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION
 ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED IN A
 MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF
 ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO
 AFFECT SAID PROPERTY PURSUANT TO A CONSENT BY THE
 APPLICABLE PROPERTY OWNER, UNDER TERMS & CONDITIONS
 AGREEABLE TO THE APPLICABLE PROPERTY OWNER. THIS
 INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF DUST,
 NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE
 STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION
 ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE
 WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY
 REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY,
 DEVELOPERS, CONTRACTORS, AND OWNERS OF ALL NEW
 RESIDENTIAL DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING
 PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ
 FT OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A
 PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
 DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
 CERTIFICATION FROM A LICENSED ENGINEER SHALL BE
 SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL
 OF THE FINAL INSPECTION.
  
 9I) 109.3.10.1 HURRICANE PROTECTION. IT SHALL BE
 UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION RELATED
 MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24 HRS.
 AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH
 CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS SHALL BE
 EITHER REMOVED FROM THE CONSTRUCTION SITE OR SECURED IN
 SUCH A MANNER AS TO MINIMIZE THE DANGER OF SUCH
 CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM HIGH WINDS. ANY
 PERSONS WHO FAILS TO COMPLY TO REMOVE OR SECURE THE
 CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS WITHIN 24
 HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED SHALL BE
 SUBJECT TO A FINE NOT TO EXCEED $500.00. IN ADDITION TO
 THE ABOVE, A LICENSED CONTRACTOR WHO VIOLATES THIS
 SECTION SHALL BE SUBJECT TO DISCIPLINE PURSUANT TO
 SECTION 113 OF THIS CHAPTER.
  
 10) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 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 CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2015-07-14 Cont ID  
Sent By albarran Date 2015-07-14 Time 17:14 Rev Time 0.00
Received By albarran Date 2015-07-08 Time 20:35 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2015-06-02 Cont ID  
Sent By albarran Date 2015-06-02 Time 11:05 Rev Time 0.00
Received By albarran Date 2015-06-02 Time 11:04 Sent To  
Notes
2015-06-02 11:06:55NO ELECTRICAL DRAWINGS HAVE BEEN PROVIDED.
 ALL SITE LIGHTING, AS WELL AS ELECTRICAL FEEDERS AND
 THE FOUNDATION GROUNDING SYSTEM ARE A PART OF THIS
 FOUNDATION; THEREFORE ELECTRICAL SHEETS SHALL BE
 SUBMITTED FOR REVIEWS.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2015-07-07 Cont ID  
Sent By cranford Date 2015-07-07 Time 14:11 Rev Time 0.00
Received By cranford Date 2015-07-07 Time 14:00 Sent To  
Notes
2015-07-07 14:10:15POTABLE WATER, SANITARY SEWER, DRAINAGE AND SANITATION
 WILL BE REVIEWED UNDER ENGINEERING DEVELOPMENT
 APPLICATION E14120021.
  
 A RIGHT-OF-WAY PERMIT WILL BE REQUIRED FOR THE
 CONSTRUCTION FENCE SHOWN ON THE LOGISTICS AND STAGING
 PLAN.
  
 KELLY CRANFORD, P.E.
 LAND DEVELOPMENT ENGINEER
 PUBLIC WORKS DEPARTMENT
 CITY OF WEST PALM BEACH
 [email protected]
 561-494-1098 (OFFICE)
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2015-05-08 Cont ID  
Sent By cranford Date 2015-05-08 Time 09:06 Rev Time 0.00
Received By cranford Date 2015-05-08 Time 09:05 Sent To  
Notes
2015-05-08 09:06:021. PLEASE DESCRIBE HOW THE FILLED DUMPSTER BINS WILL BE
 MOVED TO A LOCATION ACCESSIBLE FOR PICK UP FROM THE
 CITY OF WEST PALM BEACH SANITATION TRUCKS. IF THE
 DEVELOPMENT STAFF ARE TO ROLL THE TRASH BINS INTO THE
 ALLEY, THE LOCATION MUST NOT IMPEDE TRAFFIC FLOW WHILE
 THE BINS ARE IN THE ALLEY OR COMPLETELY BLOCK TRAFFIC
 WHEN THE SOLID WASTE TRUCKS ARE COLLECTING THE GARBAGE.
 (SECTION 74-35(A)(5) OF THE CODE OF ORDINANCES.)
  
 2. VERIFY THAT THE PROPOSED SIZE AND QUANTITY OF TRASH
 BINS IS APPROPRIATE FOR THE WASTE YARDAGE ANTICIPATED
 TO BE GENERATED BY THE COMPLEX. CONSIDER USING A
 COMPACTOR TO REDUCE THE YARDAGE OF WASTE THAT WILL NEED
 TO BE COLLECTED.
  
 KELLY CRANFORD, P.E.
 LAND DEVELOPMENT ENGINEER
 PUBLIC WORKS DEPARTMENT
 CITY OF WEST PALM BEACH
 [email protected]
 561-494-1098 (OFFICE)
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2015-07-29 Cont ID  
Sent By wjolin Date 2015-07-29 Time 12:47 Rev Time 0.00
Received By wjolin Date 2015-07-23 Time 14:41 Sent To  
Notes
2015-07-29 11:55:53333 FERN STREET
 PERMIT #15030731
 REVIEW COMMENTS - FIRE DEPARTMENT
 NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY
 REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE
 (2012 EDITION WITH FLORIDA AMENDMENTS.)
  
 RESPONSE COMMENT - SINCE THIS BACKFLOW PREVENTER IS
 LOCATED ON PRIVATE PROPERTY WPB UTILITIES DOES NOT HAVE
 JURISDICTION. PER FLORIDA STATUTE 633 THE FIRE MARSHAL
 IS RESPONSIBLE FOR ENFORCEMENT OF THE FIRE CODE;
 THEREFORE, COMPLIANCE WITH THE COMMENT BELOW IS
 REQUIRED.
 ORIGINAL COMMENT - SHEET C-09: PER NFPA 24 SECTION
 6.2.1, BACKFLOW PREVENTER CONTROL VALVES SHALL BE
 INSTALLED IN A FIRE-RATED ROOM ACCESSIBLE FROM THE
 EXTERIOR.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2015-04-02 Cont ID  
Sent By wjolin Date 2015-04-02 Time 07:04 Rev Time 0.00
Received By wjolin Date 2015-04-02 Time 07:04 Sent To  
Notes
2015-04-02 07:04:14333 FERN STREET
 PERMIT #15030731
 REVIEW COMMENTS - FIRE DEPARTMENT
 NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY
 REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE
 (2012 EDITION WITH FLORIDA AMENDMENTS.)
  
 RESPONSE COMMENT - SINCE THIS BACKFLOW PREVENTER IS
 LOCATED ON PRIVATE PROPERTY WPB UTILITIES DOES NOT HAVE
 JURISDICTION. PER FLORIDA STATUTE 633 THE FIRE MARSHAL
 IS RESPONSIBLE FOR ENFORCEMENT OF THE FIRE CODE;
 THEREFORE, COMPLIANCE WITH THE COMMENT BELOW IS
 REQUIRED.
 ORIGINAL COMMENT - SHEET C-09: PER NFPA 24 SECTION
 6.2.1, BACKFLOW PREVENTER CONTROL VALVES SHALL BE
 INSTALLED IN A FIRE-RATED ROOM ACCESSIBLE FROM THE
 EXTERIOR.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-08-01 Cont ID  
Sent By jwitmer Date 2015-08-01 Time 10:30 Rev Time 0.00
Received By jwitmer Date 2015-07-01 Time 10:17 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-06-16 Cont ID  
Sent By cpuell Date 2015-06-16 Time 16:23 Rev Time 0.00
Received By cpuell Date 2015-04-14 Time 13:07 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2015-08-24 Cont ID  
Sent By jwitmer Date 2015-08-24 Time 06:28 Rev Time 0.00
Received By jwitmer Date 2015-08-24 Time 06:01 Sent To  
Notes
2015-08-24 06:06:18P. B. C. IMPACT FEE OFFICE
 RECEIPT NO. 2015-0821-214
 TRACKING NO. MU-2015-019232-0000
 TOTAL FEES: $1,465,542.10
  
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2015-08-01 Cont ID  
Sent By jwitmer Date 2015-08-01 Time 10:25 Rev Time 0.00
Received By jwitmer Date 2015-08-01 Time 10:25 Sent To  
Notes
2015-08-01 10:25:34IMPACT FEES
 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.
 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 2015-05-18 Cont ID  
Sent By jwitmer Date 2015-05-18 Time 05:31 Rev Time 0.00
Received By jwitmer Date 2015-05-18 Time 05:31 Sent To  
Notes
2015-05-18 05:31:55IMPACT FEES
 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.
 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 2015-07-24 Cont ID  
Sent By ccole Date 2015-07-24 Time 12:57 Rev Time 0.00
Received By ccole Date 2015-07-24 Time 12:57 Sent To  
Notes
2015-07-24 12:58:37MECHANICAL PROVISO:
  
 MANUFACTURER'S PRODUCT SPECIFICATION SHEETS FOR THE
 FIRE LINE BACKFLOW ASSEMBLY, AND UNDERGROUND PIPING AND
 PIPE FITTINGS SHALL BE ON-SITE AT TIME OF INSPECTION.
  
 CHRISTOPHER COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-06-15 Cont ID  
Sent By ccole Date 2015-06-15 Time 15:26 Rev Time 0.00
Received By ccole Date 2015-06-15 Time 15:26 Sent To  
Notes
2015-06-15 15:33:031ST REVIEW: FBC 2010 MECHANICAL
  
 1) SUBMIT MANUFACTURER'S PRODUCT SPECIFICATION SHEETS
 FOR THE FIRE LINE BACKFLOW ASSEMBLY, AND UNDERGROUND
 PIPING AND PIPE FITTINGS. INCLUDE DETAILS ON THE PLANS
 FOR INSTALLATION AND JOINT RESTRAINT.
  
 CHRISTOPHER COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 2 Status N Date 2015-08-01 Cont ID  
Sent By tklarge Date 2015-08-01 Time 05:10 Rev Time 0.00
Received By tklarge Date 2015-08-01 Time 04:41 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-06-08 Cont ID  
Sent By tklarge Date 2015-06-08 Time 13:24 Rev Time 0.00
Received By tklarge Date 2015-06-08 Time 10:48 Sent To  
Notes
2015-06-08 13:19:56THE PERMIT APPLICATION INDICATES THAT FOUNDATIONS WILL
 BUILT. SUBMIT PLANS FOR ANY SANITARY, WATER, STORM,
 ETC.PIPING THAT MAY BEINSTALLED AT THIS TIME.WPB AMEND.
 TO 2010 FBC SEC.107.2.1.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2015-08-27 Cont ID  
Sent By skennedy Date 2015-08-27 Time 14:24 Rev Time 0.00
Received By skennedy Date 2015-08-27 Time 13:29 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2015-08-20 Cont ID  
Sent By skennedy Date 2015-08-20 Time 09:39 Rev Time 0.00
Received By skennedy Date 2015-08-18 Time 15:44 Sent To  
Notes
2015-08-20 09:50:131ST REVIEW: FBC 2010
  
 PEDDS: THE SIGNATURE DOCUMENT FOR RICHARD D. WILSON,
 PE. FOR 43 FILES IS SIGNED BUT NOT SEALED. PROVIDE
 ORIGINAL SIGNED AND SEALED GEOTECHNICAL REPORTS BY
 ARDAMIN & ASSOCIATES. PROVIDE ORIGINAL SIGNED AND
 SEALED SURVEY BY RICHARD C. LAVENTURE.
  
  
 STEVEN KENNEDY, CBO
 CHIEF PLANS EXAMINER
 (561) 805-6710
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status P Date 2015-06-18 Cont ID  
Sent By aaponte Date 2015-06-15 Time 16:44 Rev Time 0.00
Received By aaponte Date 2015-06-15 Time 16:44 Sent To  
Notes
2015-06-15 16:44:33FOUNDATION PERMIT ONLY.


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