Plan Review Details - Permit 11080026
Plan Review Stops For Permit 11080026
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2011-09-16 Cont ID  
Sent By jwitmer Date 2011-09-06 Time 12:13 Rev Time 2.00
Received By jwitmer Date 2011-09-06 Time 10:19 Sent To  
Notes
2011-09-06 11:01:25BUILDING PLAN REVIEW
 PERMIT: 11080026
 ADD: 1901 N FLAGLER DR
 CONT: IBIS BUILDING CORP.
 TEL: (561)307-4934
  
 2007 FLORIDA BUILDING CODE W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 2007 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.
  
 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) THIS LOT IS LOCATED IN A A-5 FLOOD ZONE WHICH WILL
 REQUIRE A MINIMUM FINISH FLOOR HEIGHT OF 7.5 FEET NGVD.
 WEST PALM BEACH MUNI CODE 94-546.
 FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF ORDINANCES
 SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD
 ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED.
  
 FEMA FORM OMB NO. 1660-0008 EXPIRES:
 MARCH 31, 2012.
 FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR
 USE, EFFECTIVE MARCH 16, 2009, THROUGH MARCH 31, 2012.
 THE NEW EC WILL BE PHASED IN ON A VOLUNTARY BASIS UNTIL
 MARCH 31, 2010. ALTHOUGH THE OLD VERSION OF THE FORM IS
 NO LONGER AVAILABLE FOR DISTRIBUTION, EXISTING COPIES
 MAY BE USED UNTIL MARCH 31, 2010. ELEVATIONS CERTIFIED
 ON OR AFTER APRIL 1, 2010, MUST BE SUBMITTED ON THE NEW
 FORM.
  
 ADDITIONAL INFORMATION ON THE DIFFERENCES, THE NEW
 FORM, AND INSTRUCTIONS ARE AVAILABLE AT:
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 2) SOILS REPORT DUE AT FOUNDATION/ FOOTING INSPECTION.
 FOUNDATIONS NOTE# 1 BOTH MAKE REFERENCE TO SOILS
 REPORTS FOR THE SAFE MINIMUM BEARING VALUE. PLEASE
 PROVIDE 2 ORIGINAL SIGNED AND SEALED DOCUMENTS.1802.2.1
 QUESTIONABLE SOIL. WHERE THE SAFE-SUSTAINING POWER OF
 THE SOIL IS IN DOUBT, OR WHERE A LOAD-BEARING VALUE
 SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE
 BUILDING OFFICIAL SHALL REQUIRE THAT THE NECESSARY
 INVESTIGATION BE MADE. SUCH INVESTIGATION SHALL COMPLY
 WITH THE PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 .
  
 3) ) NOTE, ON THE KITCHEN ADDITION FOOTING F20.12 THE
 DEPTH OF FOOTING SHEET S-2.1 FOUNDATION NOTE # 5 TOP OF
 FOOTING SHALL BE 16 INCHES BELOW GRADE EXTERIOR FINISH
 GRADE. THIS PLAN INDICATES THE CLOSENESS ( 10600475
 PARKING LOT PERMIT) OF THE CONCRETE GREASE TRAP ON THE
 WEST SIDE OF THE KITCHEN ADDITION. 2007/09 FBC-B
 1805.3.1. WHERE THE EXISTING SLOPE IS STEEPER THAN ONE
 UNIT VERTICAL IN ONE UNIT HORIZONTAL (100-PERCENT
 SLOPE), THE TOE OF THE SLOPE SHALL BE ASSUMED TO BE AT
 THE INTERSECTION OF A HORIZONTAL PLANE DRAWN FROM THE
 TOP OF THE FOUNDATION AND A PLANE DRAWN TANGENT TO THE
 SLOPE AT AN ANGLE OF 45 DEGREES TO THE HORIZONTAL.
  
 4.) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING,
 PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING
 REPORTS ARE AS FOLLOWS:
 4A) EXTERIOR DOORS- WILL REQUIRE STORM SHUTTERS NOA #
 06-0818.02 - MISSILE IMPACT RATING-NONE
  
 4B) ROOFING ASSEMBLIES NOA 11-0126.05 PAGE 9 OF 38 SBS
 STEEL INSULATED, LIMITATION# 7, -60 MAXIMUM DESIGN
 PRESSURE, LIMITATION # 7. WILL REQUIRE ENHANCED
 FASTENING!!!
  
 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 2011-08-03 Cont ID  
Sent By jwitmer Date 2011-08-03 Time 12:42 Rev Time 4.00
Received By jwitmer Date 2011-08-03 Time 12:42 Sent To  
Notes
2011-08-03 12:43:29BUILDING PLAN REVIEW
 PERMIT: 11080026
 ADD: 1901 N FLAGLER DR
 CONT: IBIS BUILDING CORP.
 TEL: (561)307-4934
  
 2007 FLORIDA BUILDING CODE W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 2007 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
 ACTION: DENIED
  
 1) ADDITIONAL INFORMATION REQUIRED 106.1.2 SHEET G1.1
 PROVIDES BUILDING INFORMATION FOR BUILDING # 3 BUT NOT
 FOR BUILDING# 4 WHICH WILL HAVE AN AREA INCREASE DUE TO
 THE NEW ADDITION. THE QUESTION IS, DOES EACH OF THE 4
 BUILDINGS TRULY MEET THE DEFINITION OF BUILDING OR IS
 THIS TO BE CONSIDERED ONE LARGE BUILDING (2007/09 FBC-B
 503.1.2) MEETING THE HEIGHT AND AREA REQUIREMENTS OF
 TABLE 503 AND MODIFIED BY SECTION 504 & 506.
  
 2) NEITHER SHEET A1.1 OR S-1.1 PROVIDE AT WHAT
 ELEVATION THE FINISH FLOOR WILL BE ESTABLISHED FOR THE
 NEW KITCHEN. THIS LOT IS LOCATED IN A A-5 FLOOD ZONE
 WHICH WILL REQUIRE A MINIMUM FINISH FLOOR HEIGHT OF 7.5
 FEET NGVD. WEST PALM BEACH MUNI CODE 94-546.
  
 3) BOTH AD1.1 & S-2.1 FOUNDATIONS NOTE# 1 BOTH MAKE
 REFERENCE TO SOILS REPORTS FOR THE SAFE MINIMUM BEARING
 VALUE. PLEASE PROVIDE 2 ORIGINAL SIGNED AND SEALED
 DOCUMENTS.
 1802.2.1 QUESTIONABLE SOIL. WHERE THE SAFE-SUSTAINING
 POWER OF THE SOIL IS IN DOUBT, OR WHERE A LOAD-BEARING
 VALUE SUPERIOR TO THAT SPECIFIED IN THIS CODE IS
 CLAIMED, THE BUILDING OFFICIAL SHALL REQUIRE THAT THE
 NECESSARY INVESTIGATION BE MADE. SUCH INVESTIGATION
 SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 1802.4
 THROUGH 1802.6 .
  
 4) A NOTE OF CONCERN, DEPENDING ON THE BUILDING DESIGN
 RESPONSE TO QUESTION # 1, IS THIS TO BE CONSIDERED A
 THRESHOLD BUILDING BY DEFINITION FLORIDA STATUTE
 553.71(7)
  
  
 THRESHOLD INSPECTION PLAN FL S. S. 553.71(7) "
 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.
  
 4A) 109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A
 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.
  
 4B) THRESHOLD INSPECTOR:
 WPB AMENDMENT 109.3.6.2 W.P.B. CONSTRUCTION SERVICES
 DEPARTMENT REQUEST 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.
 CONTACT KEN CONRAD MANAGER OF THE SPECIAL INSPECTOR
 PROGRAM AT (561)805-6666 FOR FURTHER INFORMATION
 BEFORE THE PERMIT MAY BE ISSUED.
  
 4C) THRESHOLD BLDG, REQUIRED STATEMENT:
 W.P.B. AMENDMENT 109.3.6.4.4 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 PR 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.
  
 5) NOTE, ON THE KITCHEN ADDITION FOOTING F20.12 THE
 DEPTH OF FOOTING SHEET S-2.1 FOUNDATION NOTE # 5 TOP OF
 FOOTING SHALL BE 16? BELOW GRADE EXTERIOR FINISH GRADE.
 THIS PLAN DOES NOT SHOW THE CLOSENESS ( 10600475
 PARKING LOT PERMIT) OF 2 CONCRETE GREASE TRAPS ON THE
 WEST SIDE OF THE KITCHEN ADDITION. 2007/09 FBC-B
 1805.3.1. WHERE THE EXISTING SLOPE IS STEEPER THAN ONE
 UNIT VERTICAL IN ONE UNIT HORIZONTAL (100-PERCENT
 SLOPE), THE TOE OF THE SLOPE SHALL BE ASSUMED TO BE AT
 THE INTERSECTION OF A HORIZONTAL PLANE DRAWN FROM THE
 TOP OF THE FOUNDATION AND A PLANE DRAWN TANGENT TO THE
 SLOPE AT AN ANGLE OF 45 DEGREES (0.79 RAD) TO THE
 HORIZONTAL.
  
 6) NOTE THIS IS A SHELL PERMIT FOR THE KITCHEN AND THE
 STRUCTURAL SHEETS DO INDICATE POURING OF THE KITCHEN
 ADDITION SLAB NO PROVISIONS HAVE BEEN PROVIDED FOR
 GREASY WASTE OR SANITARY DRAINAGE.
  
 7) SHEET A5.1 DETAIL# 2 INDICATES THE RE-ROUTING OF AN
 EXISTING RAIN PIPE AND DUMPING ONTO
 WHAT APPEARS TO BE THE NEW KITCHEN ROOF ADDITION,
 PLEASE PROVIDE THE ADDITIONAL SQUARE FOOT AREA THAT
 WILL BE DUMPING ONTO THIS ROOF TO SEE IF THE NEW ROOF
 DRAINS AND OVERFLOW ARE DESIGNED FOR THE ADDITIONAL
 SQUARE FOOTAGE. 2007/09 FBC-B 1503.4 & 1503.4.3.
  
 8) SHEET A5.3 DETAIL #2 INDICATES A 6? PVC RAIN LEADER
 BEING CONNECTED TO S. S. GUTTER, PLEASE PROVIDE
 ADDITIONAL INFORMATION ON THIS DETAIL. 106.1.2?
  
 9) SHEET A5.1 THE KITCHEN ROOF DETAIL INDICATES THE USE
 OF METAL DECK WITH BAR JOIST @ 4?-0? O.C. WITH
 INSULATION DIRECTLY ATTACHED TO THE DECK, WE WILL NEED
 PRODUCT APPROVALS FOR THE ROOFING INSULATION WITH
 FASTENING INFORMATION FOR ALL ROOF ZONES. 2007/09 FBC-B
 1609. COMPONENTS & CLADDING.
  
 10) DRIVE THRU CANOPY DECK SHEET S-1.1 ALSO INDICATES
 THE USE OF METAL DECK WITH CONCRETE BEAMS LOCATED 8?-0?
 MAX C/C, PLEASE REVIEW THE PRODUCT APPROVALS ROOF
 SYSTEM TO SEE WHAT C/C THE METAL DECK SYSTEM CAN BE
 MAX. MOST INDICATE A CLEAR SPAN OF 5?-6?. PLEASE
 PROVIDE PRODUCT APPROVAL FOR THIS ROOFING SYSTEMS.
 2007/09 FBC-B 1609. COMPONENTS & CLADDING.
  
 11) SHEETS A4.1 & A4.2 BOTH ARE MISSING WORD
 DESCRIPTIONS TO CUT SECTIONS, 106.1.2 ADDITIONAL
 INFORMATION REQUIRED.
  
 12) SHEET A5.2 DETAILS 1 & 2 BOTH INDICATE THE DRIVE
 THROUGH CANOPY WITH CEILING BEING WIRE LATH AND STUCCO,
 PLEASE PROVIDE WHAT TYPE OF WIRE LATH AND TYPE OF
 ANCHORING TO FRAMING MEMBERS. 2007/09 FBC-B 2510.3.
  
 13) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING,
 PROVIDE 2 COPIES,
 3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING
 REPORTS, MISSING REPORTS ARE AS FOLLOWS:
 13A) EXTERIOR DOORS
  
 13B) ROOFING INSULATION
  
 13C) ROOFING ASSEMBLIES
  
 14) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
 REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 15) 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 E ELECTRICAL
Rev No 1 Status P Date 2011-08-08 Cont ID  
Sent By rlecky Date 2011-08-08 Time 11:48 Rev Time 0.00
Received By rlecky Date 2011-08-08 Time 11:36 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2011-09-08 Cont ID  
Sent By wjolin Date 2011-09-08 Time 10:34 Rev Time 0.00
Received By wjolin Date 2011-09-08 Time 10:29 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2011-08-08 Cont ID  
Sent By wjolin Date 2011-08-08 Time 13:31 Rev Time 0.00
Received By wjolin Date 2011-08-08 Time 12:48 Sent To  
Notes
2011-08-08 13:30:001901 NORTH FLAGLER DRIVE
 PERMIT #11080026
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 SEPARATE PLANS AND PERMITS ARE REQUIRED FOR THE
 INSTALLATION OR MODIFICATION OF THE FIRE SPRINKLER
 SYSTEM AND/OR FIRE ALARM SYSTEM.
  
 ALL DEMOLITION WORK SHALL CONFORM TO THE REQUIREMENTS
 OF NFPA 241. TRASH AND CONSTRUCTION DEBRIS TO BE
 REMOVED FROM THE SITE DAILY.
  
 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 IN WRITING AND APPROVED BY THE OFFICE OF
 THE FIRE MARSHAL LOCATED AT 500 NORTH DIXIE HIGHWAY.
  
 WESLEY JOLIN
 WEST PALM BEACH FIRE RESCUE
 FIRE & LIFE SAFETY PLAN REVIEW
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2011-09-16 Cont ID  
Sent By jwitmer Date 2011-09-16 Time 08:14 Rev Time 0.00
Received By jwitmer Date 2011-08-26 Time 13:46 Sent To  
Notes
2011-08-26 13:48:05C2
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2011-09-16 Cont ID  
Sent By jwitmer Date 2011-08-17 Time 10:08 Rev Time 0.00
Received By jwitmer Date 2011-08-01 Time 10:09 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status N Date 2011-09-16 Cont ID  
Sent By jwitmer Date 2011-09-16 Time 08:15 Rev Time 0.00
Received By jwitmer Date 2011-09-16 Time 08:14 Sent To  
Notes
2011-09-16 08:16:24IMPACT FEE TRACKING # MU-2011-016327-0000
 TOTAL: #979.28
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2011-09-06 Cont ID  
Sent By jwitmer Date 2011-09-06 Time 10:04 Rev Time 0.00
Received By jwitmer Date 2011-08-03 Time 12:43 Sent To  
Notes
2011-08-03 12:44:15BEFORE 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.
  
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2011-08-31 Cont ID  
Sent By lwagner Date 2011-08-31 Time 10:08 Rev Time 0.00
Received By lwagner Date 2011-08-30 Time 07:43 Sent To  
Notes
2011-08-31 10:12:20PLUMBING PERMIT REQUIRED
 REVISION REQUIRED: PLUMBING DRAWING AS BUILTS REQUIRED
 FOR NEW WASH AREA SANITARY AND WATER PIPE
Review Stop P PLUMBING
Rev No 1 Status F Date 2011-08-17 Cont ID  
Sent By lwagner Date 2011-08-17 Time 13:38 Rev Time 0.00
Received By lwagner Date 2011-08-17 Time 09:39 Sent To  
Notes
2011-08-17 13:38:40FBC PLUMBING 2007 REVIEW #1
 DENIED:
  
 NO PLUMBING DRAWINGS WERE INCLUDED WITH THE PLANS.
 106.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 PLUMBING
 3. WATER SUPPLY PIPING
 4. SANITARY DRAINAGE
 5. VENTS
 7. ROOF DRAINAGE
 9. IRRIGATION
 11. GREASE TRAPS
 13. PLUMBING RISER
  
 1. SHEET A1.1 SHOWS A NEW WASH SINK AT THE NEW DUMPSTER
 ENCLOSURE AND 2 ROOF DRAINS ON THE NEW ROOF AREA.
 2. SHEET A5.1 SHOWS RE-ROUTING AN EXISTING RAIN LEADER
 ONTO A NEW ROOF AREA WITHOUT CALCULATING THE ADDITIONAL
 S.F. OF ROOF AREA FROM THE OLD ROOF.
 3. SHEET A5.3 MORE DETAIL WILL BE REQUIRED FOR THE 6"
 RWL CONNECTING TO THE S.S. GUTTER
  
 NOTE: THE NEW WASH AREA SINK SHOWN ON SHEET A1.1 WOULD
 NOT BE PERMITTED TO RECEIVE FATS OILS OR GREASE FROM
 KITCHEN WASTE UNLESS CONNECTED TO A GREASE INTERCEPTOR
  
Review Stop Z ZONING
Rev No 1 Status P Date 2011-08-15 Cont ID  
Sent By astelly Date 2011-08-15 Time 16:27 Rev Time 0.00
Received By astelly Date 2011-08-15 Time 16:27 Sent To  
Notes
***NONE***


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