Plan Review Details - Permit 10040228
Plan Review Stops For Permit 10040228
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2010-04-13 Cont ID  
Sent By jnguyen Date 2010-04-13 Time 09:53 Rev Time 0.00
Received By jnguyen Date 2010-04-12 Time 13:20 Sent To  
Notes
2010-04-13 09:45:35THERE WAS AN ADDRESSING STOP PLACED ON THIS PERMIT FOR
 A MISCELLANEOUS BUILDING ON PCN# 74434322120080010 AT
 301 N OLIVE AVE (PALM BEACH COUNTY GOVERNMENTAL
 CENTER). I CALLED & E-MAILED ED MEINZINGER OF CATALFUMO
 CONSTRUCTION FOR CLARIFICATION PURPOSES. EVENTUALLY
 ROBERT GOT BACK TO ME. HE RELAYED THE CIRCUMSTANCES OF
 THIS PERMIT IN THAT IT WAS BASICALLY AN EXTENSION
 (LOCATED IN THE REAR) OF THE INTERCONNECTED STRUCTURE
 AT 301 N OLIVE AVE. HE NOTED TO ME THAT IT WAS TO BE
 USED EXCLUSIVELY FOR UTILITY PURPOSES & THAT THERE
 WOULD BE NO OCCUPANCY WITHIN IT. THEREFORE, NO
 ADDRESSING OF IT WAS NECESSARY, AS THEY WERE JUST
 REARRANGING AN EXISTING PART (ROOF) OF THE STRUCTURE
 ELSEWHERE.
  
 JOHN NGUYEN
 GIS SUPPORT SPECIALIST
 CITY OF WEST PALM BEACH
 MIS DEPARTMENT
 OFFICE: (561) 822-1239
 FAX: (561) 822-1249
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2010-06-22 Cont ID  
Sent By jwitmer Date 2010-06-16 Time 08:31 Rev Time 2.22
Received By jwitmer Date 2010-06-16 Time 08:30 Sent To  
Notes
2010-06-16 09:18:59BUILDING PLAN REVIEW
 PERMIT: 10040228
 ADD: 301 N OLIVE AVE.
 CONT: CATALFUMO
 TEL: (561)308-9709
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 JUNE 16/ 2010
  
 BRPH ARCHITECTS, ENGINEERS, CONSTRUCTORS
 TEL: 561-616-5878
 ARCH: LEILA ROUADY AR 94061
 STRUC. ENG. ROBERT BROWN FL PE 56928
  
 2ND REVIEW
 ACTION: 6/22/2010 COMPLIED
 1) COMPLIED.
  
 2)COMPLIED, PROVISO: 6/22/2010 I'VE MET WITH THE
 ARCHITECT MS LEILA ROUADY, AND CONTRACTOR CATALFUMO
 TODAY AND A NEW COVERSHEET WILL BE ISSUED WITH THE
 CORRECT ADDRESS AND PCN, THEY WILL BE SUBMITTED THIS
 AFTERNOON BY ROBERT KUMMER. PLANS AND THE PERMIT
 APPLICATION INDICATE THE WORK TO BE COMPLETED UNDER 301
 N OLIVE (PCN 74-43-43-22-12-008-0010) THE PLANS
 ACTUALLY INDICATE THE WORK (BUILDING TO BE BUILT) TO BE
 LOCATED AT 215 N OLIVE (PCN 74-43-43-21-01-053-0000)
 JUST EAST OF THE PARKING GARAGE, PLEASE CORRECT THE
 PERMIT APPLICATION AS WELL AS PLANS. PLEASE REVIEW PALM
 BEACH COUNTY PROPERTY APPRAISERS OFFICE WEB SITE AND
 PROPERTY CONTROL NUMBERS. THERE IS POSSIBLY A UNITY OF
 TITLE ADJOINING THESE LOTS ALSO THAT WAS NEVER RECORDED
 AT THE PROPERTY APPRAISERS OFFICE!
  
 3)6/22/2010 COMPLIED TODAYS MEETING WITH ARCITECT
 INDICATED FOOTNOTE "I" TABLE 704.8 OPENINGS TO BE
 UNLIMITED/ UNPROTECTED OPENINGS.
 PLEASE PROVIDE A PROPOSED PROPERTY LINE BETWEEN THE
 EAST SIDE OF THE PARKING GARAGE AND THEWEST SIDE OF THE
 NEW CHILLER BUILDING WITH CODE CORRECT OPENING
 PROTECTIVE???S IN COMPLIANCE WITH TABLE 704.8, OR IS
 THIS DESIGN TO COMPLY WITH FBC-B 503.1.2 BUILDINGS ON
 THE SAME LOT. NOTE THIS BUILDING IS DESIGNED AS A TYPE
 II-B UNPROTECTED/ NON-SPRINKLERED BUILDING. THE
 RESPONCE TO THIS COMMENT DOES NOT PROVIDE THE LOCATION
 OF THE ASSUMED PROPERTY LINE, NOR DOES THE DESIGN TEAM
 PROVIDE THE PERCENTAGE OF OPENINGS ON THE EAST SIDE OF
 THE PARKING GARAGE. THE THIRD ISSUE IS THE DESISGN TEAM
 INDICATES THE THE OPENING PERCENTAGE OF 6%. SHEET A-200
 INDICATES FLOOR TO CEILING 1,054 SQ FT WITH 381 SQ FT
 OF OPENINGS OR APPROXIMATELY 36% OF OPENINGS.
  
 4)6/22/2010 COMPLIED TODAYS MEETING WITH ARCHITECT
 TABLE 602TYPE IIB BUILDING NOT TO REQUIRE RATED WALLS
 10-15 FEET.
 SHEET A-101 INDICATES UNDER THE HEADING FIRE RESISTANCE
 RATINGS PER TABLE 601 BUT NO MENTION OF FIRE RESISTANCE
 RATINGS REQUIRED PER TABLE 602, PLEASE PROVIDE THE
 DISTANCE TO THE NORTH PROPERTY LINE AND ALSO TO THE
 WEST FOR AN ASSUMED PROPERTY LINE IF NOT TO BE
 CONSIDERED A SINGLE BUILDING PER FBC-B 503.1.2. THE
 NORTH PROPERTY LINE WALL IS INDICATED AS TEN FT AWAY
 FROM THE PROPERTY LINE, FOR A TYPE IIB BUILDING TABLE
 602 REQUIRING THE WALL TO BE 1 HR. THE WEST WALL IS A
 BEARING WALL DEPENDING ON THE LOCATION OF THE WEST
 ASSUMED PROPERTY LINE BETWEEN BUILDINGS TABLE 601
 FOOTNOTEG AND TABLE 602.
  
 5) 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:
 5A) COMPLIED.
 5B) EXTERIOR COILING DOOR- SEE SUBMITTED REPORT 2211.3
 (HIGHLIGHTED) DOORS FOR VARIOUS OPENING SIZES ARE RATED
 FOR VARIOUS DESIGN WIND LOADS, (SEE EVALUATION REPORT),
 PLEASE INDICATE WHICH SUB-SYSTEM WITH ASSOCIATED
 PRESSURES. 6/21/10 COMPLIED E-MAIL SENT INDICATING FL
 2211.3.
 5C) COMPLIED.
 5D) ROOF ASSEMBLY PLEASE CIRCLE WHICH SUBSYSTEM TO BE
 INSTALLED, WITH ASSOCIATED PRESSURES. COMPLIED, NOA
 07-0228.07 PAGE 23 OF 38 MAXIMUM DESIGN PRESSURE OF -75
 PSF LIMITATION #7 , ENHANCED FASTENING NOT REQUIRED
 3'-0" PARPET AND HIGHER NO ZONE THREE.N
 5F) COMPLIED.
  
  
 6-10) COMPLIED.
  
 11) COMPLIED.
  
 12) COMPLIED.
  
 13) SHEET A-301 INDICATES THE USE OF EFIS TRIM WILL
 NEED PROFILE AND ADHESIVE. 6/21/10 E-MAIL WITH EFIS
 TRRIM ADHESIVE ATTACHMENT, COMPLIED.
  
 14) NOTE: AWNING PERMITS TO BE UNDER SEPARATE PERMIT!
  
 A MEETING WOULD BE SUGGESTED WITH THE DESIGN TEAM AND
 CONTRACTOR BEFORE THE PLANS ARE RESUBMITTED TO VERIFY
 ALL COMMENTS WERE SATISFIED SO A PERMIT CAN BE ISSUED
 IN A TIMELY MATTER! THANKS FOR ALL YOUR COOPERATION
 WITH THIS MATTER.
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 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 1953JIM WITMER
 C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2010-04-26 Cont ID  
Sent By jwitmer Date 2010-04-26 Time 14:32 Rev Time 4.44
Received By jwitmer Date 2010-04-26 Time 14:32 Sent To  
Notes
2010-04-26 14:34:10 
 BUILDING PLAN REVIEW
 PERMIT: 10040228
 ADD: 301 N OLIVE AVE.
 CONT: CATALFUMO
 TEL: (561)308-9709
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 APRIL 26 /2010
  
 BRPH ARCHITECTS, ENGINEERS, CONSTRUCTORS
 TEL: 561-616-5878
 ARCH: LEILA ROUADY AR 94061
 STRUC. ENG. ROBERT BROWN FL PE 56928
  
 REVIEW
 ACTION: DENIED
  
 1) THE PLANS DO NOT PROVIDE THE LOCATION OF THE
 PROJECT. 61G1-16.004 FL. ADMIN. CODE. PLANS PREPARED BY
 A REGISTERED ARCHITECT SHALL INCLUDE A TITLE BLOCK
 WHICH MUST:
 - STATE PROJECT NAME OR IDENTIFICATION\
  
 2) WITHOUT THE ADDRESS WITHIN THE TITLE BLOCK OF PLANS
 AND THE PERMIT APPLICATION INDICATING THE WORK TO BE
 COMPLETED UNDER 301 N OLIVE (PCN
 74-43-43-22-12-008-0010) THE PLANS ACTUALLY INDICATE
 THE WORK (BUILDING TO BE BUILT) TO BE LOCATED AT 215 N
 OLIVE (PCN 74-43-43-21-01-053-0000) JUST EAST OF THE
 PARKING GARAGE, PLEASE CORRECT THE PERMIT APPLICATION.
  
 3) PLEASE PROVIDE A PROPOSED PROPERTY LINE BETWEEN THE
 EAST SIDE OF THE PARKING GARAGE AND THE NEW CHILLER
 BUILDING WITH CODE CORRECT OPENING PROTECTIVE???S IN
 COMPLIANCE WITH TABLE 704.8, OR IS THIS DESIGN TO
 COMPLY WITH FBC-B 503.1.2 BUILDINGS ON THE SAME LOT.
 NOTE THIS BUILDING IS DESIGNED AS A TYPE II-B
 UNPROTECTED/ NON-SPRINKLERED BUILDING.
  
 4) SHEET A-101 INDICATES UNDER THE HEADING FIRE
 RESISTANCE RATINGS PER TABLE 601 BUT NO MENTION OF FIRE
 RESISTANCE RATINGS REQUIRED PER TABLE 602, PLEASE
 PROVIDE THE DISTANCE TO THE NORTH PROPERTY LINE AND
 ALSO TO THE WEST FOR AN ASSUMED PROPERTY LINE IF NOT TO
 BE CONSIDERED A SINGLE BUILDING PER FBC-B 503.1.2.
  
 5) 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:
 5A) EXTERIOR METAL SWING DOOR
 5B) EXTERIOR COILING DOOR
 5C) EXTERIOR MECHANICAL WALL LOUVER
 5D) ROOF ASSEMBLY
 5F) ROOF HATCH
  
  
 6) 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.
  
 7) SHEET S-001 INDICATES THERE IS A GEOTECHNICAL REPORT
 COMPLETED BY TIERRA SOUTH FLORIDA COMPLETED 10/21/09.
 PLEASE SUBMIT (2) ORIGINALS SIGNED AND SEALED.
 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 .
  
 8) SHEET S-001 DESIGN LOADS INDICATE THE COOLING TOWER
 LOAD A 97,600 LBS.(OPERATING LOAD).
 THE QUESTION IS IS THIS WEIGHT FOR A SINGLE COOLING
 TOWER OR A COMBINED WEIGHT FOR THE THREE
 (M-103) COOLING TOWERS? 106.1.2 ADDITIONAL INFORMATION
 REQUIRED.
  
 9) SHEET S-001, CONCRETE NOTE #2 PROVIDES THE CONCRETE
 STRENGTH FOR FOUNDATIONS & SLAB ON GRADE, BUT MISSING
 THE CONCRETE STRENGTH FOR COLUMNS AND BEAMS. 106.1.2
 ADDITIONAL INFORMATION REQUIRED.
  
 10) S-001 CONCRETE NOTE #8 & S-002 MASONRY NOTE #8 BOTH
 INDICATE SUBSTITUTIONAL MECHANICAL SPLICES PLEASE
 PROVIDE PRODUCT SPECS AND REVIEW BY STRUCTURAL
 ENGINEER. 106.1.2
 ADDITIONAL INFORMATION REQUIRED.
  
 11) COOLING TOWERS: MECH. 301.12 WIND RESISTANCE
 MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE
 EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO
 RESIST THE WIND PRESSURES ON THE EQUIPMENT & THE
 SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE FL BLDG.
 CODE. THIS MAY BE ACCOMPLISHED BY DESIGN OR BY
 APPLICATION OF SECTION 301.12.1.
  
 12) A-200 ROOF SCUPPERS AND DOWN SPOUTS SHALL DISCHARGE
 AT LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE
 SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL
 EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS
 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6
 INCHES (152 MM) HORIZONTAL PROJECTION EXCEPT FOR GABLE
 END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. 1503.6
 PROTECTION AGAINST DECAY AND TERMITES.
  
 13) SHEET A-301 INDICATES THE USE OF PRECAST MOLDING,
 AND TO BE SECURED TO WALL WITH ADHESIVE. PLEASE PROVIDE
 TYPE OF PRECAST MOLDING AND ADHESIVE, THIS MAYBE A
 ISSUE DEPENDING WHERE AN ASSUMED PROPERTY LINE MAY BE
 LOCATED. 1406.2.2 ARCHITECTURAL TRIM.
  
 14) NOTE: AWNING PERMITS TO BE UNDER SEPARATE PERMIT!
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 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 1953JIM WITMER
 C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 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 2010-06-23 Cont ID  
Sent By btrobaug Date 2010-06-23 Time 10:39 Rev Time 0.00
Received By btrobaug Date 2010-06-22 Time 15:43 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2010-05-03 Cont ID  
Sent By btrobaug Date 2010-05-03 Time 11:58 Rev Time 0.00
Received By btrobaug Date 2010-04-29 Time 14:28 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2010-06-23 Cont ID  
Sent By mgonzale Date 2010-06-23 Time   Rev Time 2.00
Received By mgonzale Date 2010-06-23 Time   Sent To  
Notes
2010-06-23 12:33:14PASSED
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2010-05-19 Cont ID  
Sent By mgonzale Date 2010-05-19 Time   Rev Time 2.00
Received By mgonzale Date 2010-05-19 Time   Sent To  
Notes
2010-05-19 12:02:32FAIL STATUS COMMENTS
  
 #1
 AS PER ORDENANCE NO. 4060-07 ALL DEMOLITION AND NEW
 CONSTRUCTION PERMITS SHALL SUBMIT A STORMWATER
 POLLUTION PREVENTION PLAN (SWPPP)
 EROSION CONTROL AND LAND STABILIZATION BOND IS
 REQUIRED.
 UPON VERTICAL CONSTRUCTION COMMENCEMENT, PAYMENT IN
 FULL OF ALL APPLICABLE FEES, AND COMPLIANCE WITH ALL
 TERMS AND CONDITIONS OF ANY POSTED BOND, THE PERMITTEE
 MAY REQUEST RELEASE OF THE BONDS OR DEPOSITS.
 POLLUTION PREVENTION PLAN MUST SHOW THE PROPTECTION OF
 UTILITY EASEMENT WHERE WATER AND SEWER LINES ARE
 LOCATED.
 PLEASE CONTACT BRIAN MOREE AT ENGINEERING SERVICES
 DEPARTMENT FOR INFORMATION (561) 494-1098.
  
 A COPY OF THE ORDINANCE NO. 4060-07 MAY BE OBTAINED
 FROM THE CITY CLERK'S OFFICE LOCATED ON THE FIRST FLOOR
 CITY HALL.
  
 #2 SUPPLY PURPOSE OF NEW SEWER LATERAL CONNECTION.
 PLUMBING PLANS THAT IS MADE REFERENCE TO WHERE NOT
 INCLUDED.
  
 #3 MAKE-UP WATER WILL REQUIRE A WATER CONNECTION, "NO
 SADDLES" DIRECT TAP ONLY, YOU WILL NEED A 1 1/2"X2"
 CORPORATION.
 NEEDED DEMAND IS 40 GPM (GALLONS PER MINUTE) HOWEVER WE
 NEED THE "PUMP INFORMATION" DEMAND.
 NOTE: AWWA SAYS 1" METER EQUAL TO 25-50 GPM (HEAD LOSS
 UP TO 15PSI) - 25 GPM MAX
 BADGER MODEL 120 (1 1/2")= AVERAGE GPM 80 GPM MAX
 CONTINUOUS OPERATION (RCDL DISC 1-1/2" FLGD)
 (15 PSI MAX FLOW LOSS) AWWA SAYS 100GPM TO 120GPM.
  
 #4 PHASE 1B FUTURE PUBLIC PAVILION IS NOT PART OF THIS
 PERMIT.
  
 #5 SUPPLY SIESMIC DESIGN AND OR VIBRATION ISOLATION
 EXPLANATION OF CHILLER BUILDING AS TO THE HARM OF
 EXISTING UNDERGROUND UTILITIES, THIS INCLUDES THE CLAY
 SEWER MAIN AND THE CAT IRON WATERMAIN.
  
 #6 CIVIL PLAN C-103 SHOWS CONFLICTS BUT "PROPOSED DATA
 CONDUIT" IS NOT DISPLAYED IN THE "CROSSING TABLE".
  
 #7 WATERMAIN DEPTH IS DISPLAYED AT 4' DEEP, HAS THIS
 INFORMATION BEEN VERIFIED IN THE FIELD?
  
 #8 ITEM 1-24 ON SHEET C-103 WAS NOT SHOWN OR IS CALLED
 OUT TWICE. REVIEW IN "DETAIL A - SITE IMPROVEMENT PLAN"
 SHEET C-103
  
 #9 RIM ELEVATION OF CATCH BASINS AND SANITARY SEWER
 MANHOLES IN THE AREA APEAR TO BE 12.20 +/-, YOUR FFE IS
 12.50. 6" ABOVE THESE FEATURES MINIMUM TO ALLOY VISUAL
 OVERFLOW BEFORE
 IT BACKS UP INTO THE BUILDING.
  
 #10 SUPPLY ADDRESS TO THIS NEW CHILLER BUILDING TO
 QUOTE THE NEW WATER AND SEWER FEES.
  
 MANUEL JULIAN GONZALEZ
 CSD ENGINEERING REVIEW
 401 CLEMATIS STREET, 1ST 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
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2010-06-23 Cont ID  
Sent By mcarsill Date 2010-06-23 Time 12:27 Rev Time 0.00
Received By mcarsill Date 2010-06-23 Time 12:27 Sent To  
Notes
2010-06-24 15:57:55*****STAMPED*****
  
  
 PLAN SHEETS A-101, A-200, E-101, AND E-102 WERE
 STAMPED, INITIALED, AND DATED UPON APPROVAL/REVIEW OF
 FIRE MARSHAL CARSILLO.
  
 CAPT MICHAEL A. WILLIAMS
 FIRE PLAN REVIEWER
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2010-05-20 Cont ID  
Sent By mcarsill Date 2010-05-20 Time 16:36 Rev Time 0.00
Received By mcarsill Date 2010-05-20 Time 16:18 Sent To  
Notes
2010-05-20 16:35:50PALM BEACH COUNTY PROPOSED CHILLER BUILDING
 PERMIT NUMBER 10040228
  
  
 1. SEPARATE PLANS AND PERMITS REQUIRED FOR THE FIRE
 ALARM SYSTEM.
  
 2. THE KNOX-BOX CAN BE ORDERED AT WWW.KNOX-BOX.COM.
  
 3. TACTILE SIGNAGE REQUIRED AT EXIT DOOR LOCATIONS.
  
 4. PORTABLE FIRE EXTINGUISHERS SHOWN ON PAGE A-101
 SHALL BE OF SUITABLE SIZE AND RATING AND BE PROPERLY
 SERVICE TAGGED.
  
 5. PROPER SAFETY MEASURES SHALL BE TAKEN WHEN
 EXCAVATING OR SAWCUTTING ACTIVITIES OCCUR AT THE SITE.
  
 6. PROPER SAFETY MEASURES SHALL OCCUR WHEN USING ANY
 GASOLINE POWERED EQUIPMENT INSIDE THE BUILDING FOR
 SAWCUTTING PURPOSES TO AVOID THE BUILD-UP OF CARBON
 MONOXIDE (CO) CARBON MONOXIDE IS AN ODORLESS, COLORLESS
 GAS AND CAN BE FLAMMABLE IN THE PROPER CONCENTRATION.
 PROPER VENTILATION CONTROLS SHALL BE PROVIDED.
  
 7. KEYS FOR THE GENERATOR ENCLOSURE SHALL BE PLACED
 INTO THE KNOX-BOX.
  
 8. A SEPARATE PLAN AND PERMIT REQUIRED FOR THE
 DEMOLITION OF ROOFTOP EQUIPMENT LOCATED AT THE
 GOVERNMENTAL CENTER.
  
 9. PLEASE INDICATE STRENGTH REQUIREMENTS FOR THE RAILS.
  
 10. PLEASE REVIEW NFPA 214 FOR THE STANDARD FOR COOLING
 TOWERS.
  
 11. HOW LONG WILL THE TEMPORARY GENERATOR THAT WILL
 PROVIDE EMERGENCY POWER BE ON SITE. HOW AND WHEN WILL
 IT BE INSPECTED AND TESTED TO ENSURE PROPER FUNCTION.
  
 12. COULD NOT LOCATE ANY EMERGENCY LIGHTING EQUIPMENT.
 PLEASE INDICATE HOURS OF PROBABLE OCCUPANCY,
 INSPECTION, OR SERVICE.
  
  
 DENIED
  
  
 MIKE CARSILLO, BATTALION CHIEF
 BUREAU OF FIRE PREVENTION
 804-4709 PHONE
 804-4774 FAX
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2010-06-14 Cont ID  
Sent By vmolina Date 2010-06-14 Time 08:46 Rev Time 0.00
Received By vmolina Date 2010-06-14 Time 08:46 Sent To  
Notes
2010-06-14 08:51:24C-27
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2010-05-24 Cont ID  
Sent By lmartine Date 2010-05-20 Time 15:37 Rev Time 0.00
Received By lmartine Date 2010-04-14 Time 16:15 Sent To  
Notes
2010-04-14 16:16:45C 38
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2010-06-14 Cont ID  
Sent By jwitmer Date 2010-06-14 Time 08:10 Rev Time 0.00
Received By jwitmer Date 2010-06-14 Time 08:10 Sent To  
Notes
2010-06-14 08:11:27COUNTY BUILDING IMPACT FEES NOT REQUIRED.
Review Stop L LANDSCAPING
Rev No 2 Status N Date 2010-06-23 Cont ID  
Sent By rkussner Date 2010-06-23 Time 16:06 Rev Time 0.00
Received By rkussner Date 2010-06-23 Time 16:06 Sent To  
Notes
2010-06-23 16:08:09***LANDSCAPE REVIEW PASSED***
  
 REFER TO LANDSCAPE PERMIT # 10060715 FOR LANDSCAPING.
  
 RAK
Review Stop L LANDSCAPING
Rev No 1 Status F Date 2010-05-17 Cont ID  
Sent By rkussner Date 2010-05-17 Time 15:41 Rev Time 0.00
Received By rkussner Date 2010-05-17 Time 15:41 Sent To  
Notes
2010-05-17 16:31:21***LANDSCAPE REVEIW 'FAILED'***
  
 LANDSCAPE AND IRRIGATION SHALL BE PERMITTED SEPARATELY.
 PLEASE APPLY FOR BOTH PERMITS AND SUBMIT THE
 APPROPRIATE PLANS. FOR THE LANDSCAPE PERMIT, INCLUDE A
 CERTIFIED COST ESTIMATE THAT INCLUDES THE TOTAL COST OF
 ALL LANDSCAPE MATERIALS AND LABOR, BROKEN DOWN INTO
 UNIT COST.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT ROBERT
 KUSSNER @ (561) 822-1462.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2010-05-14 Cont ID  
Sent By hmoser Date 2010-05-14 Time 11:12 Rev Time 0.00
Received By hmoser Date 2010-05-14 Time 11:12 Sent To  
Notes
2010-05-14 11:24:37PASS PROVISO
 1) ALL CONDENSATE TO DRAIN IN STORM DRAIN , ALL STORM
 DRAIN , SANITARY DRAIN AND VENT PIPING MUST BE MARKED
 EVERY 10 FT. , ABOVE AND UNDER GROUND .
 2) PLEASE REFER TO SECTION 1105.6.1 FBC (M) 2007
 DISCHARGE LOCATION .
 3) PLEASE REFER TO SECTION 1105.7 TERMINATION OF RELIFE
 DEVICES .
 4) PLEASE REFER TO SECTION 301.12 WIND RESISTANCE
 PLAN REVIEW BY HAROLD MOSER 561-805-6732
Review Stop P PLUMBING
Rev No 2 Status P Date 2010-06-22 Cont ID  
Sent By lwagner Date 2010-06-22 Time 10:06 Rev Time 0.00
Received By lwagner Date 2010-06-22 Time 09:29 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2010-04-28 Cont ID  
Sent By lwagner Date 2010-04-28 Time 13:53 Rev Time 0.00
Received By lwagner Date 2010-04-28 Time 10:34 Sent To  
Notes
2010-04-28 13:54:47***PROVISO***
  
 VENT SHALL RISE VERTICAL TO 6" ABOVE FLOOD LEVEL. 905.4
  
Review Stop Z ZONING
Rev No 1 Status P Date 2010-05-14 Cont ID  
Sent By aaponte Date 2010-05-14 Time 16:27 Rev Time 0.00
Received By aaponte Date 2010-05-14 Time 16:27 Sent To  
Notes
***NONE***


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