Plan Review Details - Permit 11050110
Plan Review Stops For Permit 11050110
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2011-05-20 Cont ID  
Sent By jwitmer Date 2011-05-20 Time 14:06 Rev Time 3.33
Received By jwitmer Date 2011-05-20 Time 14:06 Sent To  
Notes
2011-05-20 14:17:41BUILDING PLAN REVIEW
 PERMIT: 11050110
 ADD: 540 CHEERFULL ST.
 CONT: WINGATE CORP LLC
 TEL: (561)718-5133
  
 2007 FLORIDA BUILDING CODE W/ 2009 SUPPLEMENTS
 2007 FL EXISTING BLDG CODE W/ 2009 SUPPLEMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1) SHEET A-2 INDICATES A TOTAL OCCUPANT LOAD OF 662,
 THIS ADDITION WILL CLASSIFY THIS BUILDING AS A
 THRESHOLD BUILDING UNDER FL S 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.
  
 1A) 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.
  
 1B) 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.
  
 1C) 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.
  
 1C)(1) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONCRETE RESTORATION.
 THIS MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN
 CONRAD: [email protected]
  
 1C)(2) 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]
  
 1D) 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.
  
 NOTE: A HOLD WILL BE PUT ON THIS PROJECT UNTIL THESE
 ITEMS ARE COMPLETED AS REQUESTED BY THE CHIEF BUILDING
 INSPECTOR KEN CONRAD.
  
 2) SHEET A-2 BUILDING CODE ANALYSIS INDICATES THIS
 BUILDING IS TO BE DESIGNED TO A BUILDING TYPE IIB.
 PLEASE NOTE THE MINIMUM CODE REQUIRED BUILDING TYPE
 WOULD BE A VB WITH THE AREA INCREASES & FIRE SPRINKLER
 INCREASE WE WOULD BE WELL OVER THE REQUIRED MINIMUMS OF
 THE CODE. BUILDING THIS STRUCTURE AS A TYPE IIB
 STRUCTURE PLEASE BE AWARE OF THE ROOF ASSEMBLY AND ROOF
 SHEATHING LIMITATIONS. PLEASE REVIEW 2007/09 FBC-B
 SECTION
 603.1.3. FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED
 IN: 1.3. ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES,
 FRAMING AND DECKING. THIS WOULD MEAN ALL NEW MATERIALS
 AS WELL AS THE EXISTING ROOF FRAMING AND SHEATHING
 WOULD NEED TO MEET THE FIRE RESISTANT- TREATED
 MATERIALS.
  
 3A) SHEET A-1 NOTE #19 INDICATES THE REMOVAL OF BLOCK
 WALLS WHICH APPEAR TO BE EXTERIOR BEARING WALLS WITH NO
 ADDITIONAL STRUCTURAL SUPPORT OF THE EXISTING BEAMS.
 NORMALLY THIS WOULD HAVE BEEN A 4 BAR SYSTEM NO HOOPS
 SINCE THERE WAS BLOCK WORK BELOW. SHEET A-5 INDICATES
 THE NEW PIGGYBACK TRUSSES, SHEATHING AND ROOFING
 ASSEMBLIES WILL BE ADDING ADDITIONAL LOADING TO THE
 BEAM THAT WAS NOT DESIGNED FOR FREE SPANS.
 PLEASE REVIEW SECTION:
 2007/09 EXISTING BLDG CODE 1003.2 ADDITIONAL GRAVITY
 LOADS. EXISTING STRUCTURAL ELEMENTS SUPPORTING ANY
 ADDITIONAL GRAVITY LOADS AS A RESULT OF ADDITIONS SHALL
 COMPLY WITH THE FLORIDA BUILDING CODE, BUILDING .
 EXCEPTION: 1. STRUCTURAL ELEMENTS WHOSE STRESS IS NOT
 INCREASED BY MORE THAN 5 PERCENT.
 PLANS INDICATE THE USE OF C-CHANNEL PN-39 & PN-58. THE
 PLANS ALSO INDICATE A DETAIL# 02/A-4 A END DETAIL FOR
 THE SOUTH END, SHEET A-3 THE NORTH END INDICATES WHAT
 APPEARS TO BE A NEW FOOTING BUT NO DETAILS HOW TO TAKE
 THE LOADING OF THE PAIR OF C-CHANNELS PN-39. WILL THER
 BE SHOP DRAWINGS INDICATING WHERE THE SPLICES WILL
 OCURR IN THE C-CHANNEL?
  
 3B) THE 2ND CONCERN WOULD BE THE ADDITIONAL LOAD THE
 PIGGYBACK TRUSSES ARE TTRANSFERRING TO THE ORIGINAL
 TRUSSES IN SOME CASES THE ORIGINAL TRUSSES AARE
 CARRYING ANYWHERE FROM 25-50 % OF THE DEAD LOAD OF THE
 NEW TRUSSES, PLEASE PROVIDE A STRUCTURAL ANALYSIS OF
 THTE EXISTING TRUSSES TO CARRY THIS ADDITIONAL LOADING.
 2007/09 EXISTING BLDG CODE 1003.2 ADDITIONAL GRAVITY
 LOADS. EXISTING STRUCTURAL ELEMENTS SUPPORTING ANY
 ADDITIONAL GRAVITY LOADS AS A RESULT OF ADDITIONS SHALL
 COMPLY WITH THE FLORIDA BUILDING CODE, BUILDING .
 EXCEPTION: 1. STRUCTURAL ELEMENTS WHOSE STRESS IS NOT
 INCREASED BY MORE THAN 5 PERCENT.
  
 4) SHEET A-1, NOTE EN #17, INDICATES THE REMOVAL OF
 WINDOWS IN THE EXISTING EXTERIOR WALL AND
 REINSTALLATION IN THE NEW EXTERIOR WALLS OF THE
 ADDITION. TO REUSE THESE WINDOWS WITHIN THE ADDITION
 THEY MUST MEET THE STANDARD FOR NEW CONSTRUCTION IN THE
 FBC-B. FLORIDA EXISTING BUILDING CODE 1003.1 COMPLIANCE
 WITH THE FLORIDA BUILDING CODE. ADDITIONS TO EXISTING
 BUILDINGS OR STRUCTURES ARE NEW CONSTRUCTION AND SHALL
 COMPLY WITH THE FLORIDA BUILDING CODE, BUILDING.
 PROVIDE DOCUMENTATION FOR LARGE MISSILE IMPACT
 RESISTANT TESTING FBC-B 1609.1.2 AND FOR FBC-B
 1714.5.1. DESIGN PRESSURES.
  
 5) SHEET A-2 BUILDING CODE ANALYSIS, PLEASE REVIEW WIND
 DESIN CRITERIA, SPECIFICLLY THE IMPORTANCE FACTOR OF
 1.0. PLEASE REVIEW 2007 FBC-B TABLE 1604.5 OCCUPANCY
 CATEGORY III AND NATURE OF OCCUPANCY & TTHE CODE
 COMMENTARY. THE CODE COMENTARY LIST THE ASSEMBLY
 OCCUPANCY GREATER THAN 300 OCCUPANTS AS A TYPE III
 OCCUPANCY CATEGORY WILL HAVE AN IMPORTANCE FACTOR III
 WHICH TRANSLATES INTO 1.15 IN HURRICANE PRONE REGIONS
 WITH
 V > 100 MPH. THIS WILL EFFECT ALL PRESSURES ON THE MAIN
 FORCE RESISTING SYSTEM AS WELL AS COMPONENTS AND
 CLADDING, AN ANALYSIS WILL ALSO NEED TO BE
 COMPLETED FOR THE ORIGINAL BUILDING.
  
 6) PLEASE PROVIDE COMPLIANCE WITH: 2007/09 FBC-B [F]
 907.2.1 GROUP A. A MANUAL FIRE ALARM SYSTEM SHALL BE
 INSTALLED IN GROUP A OCCUPANCIES HAVING AN OCCUPANT
 LOAD OF 300 OR MORE.
 EXCEPTION: MANUAL FIRE ALARM BOXES ARE NOT REQUIRED
 WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN
 AUTOMATIC SPRINKLER SYSTEM AND THE ALARM NOTIFICATION
 APPLIANCES WILL ACTIVATE UPON SPRINKLER WATER FLOW.
  
 7) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING,
 PROVIDE 3 (THRESHOLD INSPECTOR) COPIES OF PRODUCT
 TESTING REPORTS FOR THE MISSING REPORTS ARE AS FOLLOWS:
 7A) WINDOWS
 7B) EXTERIOR DOORS
 7C) LINTELS
 7D) WALL LOUVER A/C MAKE UP AIR
 7E) ROOFING ASSEMBLIES
  
 8) 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.
  
 9) 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.
  
 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.
  
 STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES
 DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER
 NOTICE.
  
 OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM
 - 5:00 PM.
  
 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
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2011-05-31 Cont ID  
Sent By rlecky Date 2011-05-31 Time 12:16 Rev Time 0.00
Received By rlecky Date 2011-05-31 Time 11:15 Sent To  
Notes
2011-05-31 11:55:55PROVIDE A LIGHTING DENSITY CALCULATION SHOWING
 COMPLIANCE WITH THE FLORIDA BUILDING ENERGY CODE
 REQUIREMENTS. FBC 13-415 ABC.5
 SPECIFY ON THE PLANS HOW THE LIGHTING WILL BE
 CONTROLLED USING MOTION SENSORS OR SIMILAR TECHNIQUES.
 SPACE CONTROL FBC 13-415 ABC.1.2.; ADDITIONAL CONTROLS
 3412.ABC.1.3
 PROVIDE A LOAD CALCULATION AND PROPOSED PANEL SCHEDULE
 SHOWING ALL LOADS FOR THE EXISTING MAIN ELECTRICAL
 PANEL. NEC 215.5
 THE # 3 FEEDERS TO THE NEW SUB PANEL REQUIRE
 OVERCURRENT PROTECTION. NEC T. 310.16
 A GFCI PROTECTED RECEPTACLE IS REQUIRED TO SERVICE THE
 MECHANICAL EQUIPMENT (ACU). NEC 210.63
 PROVIDE EMERGENCY EGRESS LIGHTING. FBC 1006.1
 PROVIDE ILLUMINATED EXIT SIGNS. FBC 1006.3
  
 ROBERT LECKY
 COMMERCIAL COMBINATION PLANS EXAMINER
 [email protected]
 561-805-6718
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2011-06-02 Cont ID  
Sent By mgonzale Date 2011-06-02 Time   Rev Time 1.00
Received By mgonzale Date 2011-06-02 Time   Sent To  
Notes
2011-06-02 16:13:38STATUS IS FAIL.
  
 BASED ON THE PROPOSED SITE PLAN, WE NEED ADDITIONAL
 INFORMATION REGARDING THE TOTAL SITE IMPERVIOUS V.
 PERVIOUS SURFACE.
 INCLUDE THE CALCULATED TOTAL STORMWATER RUNOFF FOR A 1"
 RAIN EVENT.
 (RETENTION OF THE 1ST INCH OVER THE PROJECT AREA OR 2.5
 TIMES THE PERCENTAGE OF IMPERVIOUS AREA WILL NEED TO BE
 DOCUMENTED FOR WATER QUALITY PURPOSES)
 EVEN THOUGH PORTION OF PAVEMENT TO THIS SITE IS
 EXISTING, WE NEED TO FIND AN ACCEPTABLE METHOD OF
 RETAINING THE STORMWATER.
 AS A SUGGESTION, YOU MAY WANT TO EXPLORE CROWNING THE
 PARKING AREA TO DIRECT THE STORMWATER TO THE PERIMETER
 VACANT AREAS AND CONSTRUCT A SWALE SUFFICIENT FOR THE
 CALCULATED VOLUME DETENTION.
  
 A SEPARATE SUBMITTAL WILL NEED TO BE MADE DIRECTLY TO
 ENGINEERING SERVICES DEPARTMENT.
 GO TO
 HTTP://WWW.CITYOFWPB.COM/ENGINEERING/ENG_FORMS.PHP
 GO TO
 HTTP://WWW.CITYOFWPB.COM/ENGINEERING/UPLOADS/2010-10-20
 -16-37-34-DEVELOPMENTPERMITPACKAGE2011.PDF
 PRINT AND SUBMIT:
 #1 DEVELOPMENT APPLICATION COVER
 #2 STANDARD APPLICATION FOR DEVELOPMENT PERMIT FORM
 ALONG WITH
 1. ENGINEERING PLANS - SIX (6) SETS OF SIGNED AND
 SEALED PLANS IN THE ORDER LISTED BELOW, ALONG WITH A
 LETTER DESCRIBING THE SUBMITTAL.
 A. COVER SHEET
 B. PAVING, GRADING, AND DRAINAGE PLANS
 C. PAVING, GRADING, AND DRAINAGE DETAILS
 D. WATER AND SEWER PLAN (SHOW EXISTING SEWER CLEAN-OUT
 LOCATION, SHOW EXISTING WATER METER LOCATION)
 E. WATER AND SEWER DETAILS* (IF ANY ANY NEW WATER AND
 SEWER SERVICES ARE REQUESTED)
 F. OFFSITE IMPROVEMENTS (DRIVEWAY APRONS, SIDEWALKS,
 SERVICE RELOCATION/MODIFICATIONS, ETC)
 G. STORMWATER POLLUTION PROTECTION PLAN
 2. DRAINAGE CALCULATIONS - 2 COPIES SIGNED AND SEALED
 (INCLUDE SURFACE WATER MANAGEMENT CALCULATIONS IN ACRES
 AND S.F.)
 A.IDENTIFY ANY LOCATION ON OUTFALL TO CITY CONNECTION.
  
 #3 DUMPSTER OPENING DIMENSION NEEDS TO BE 12'-6"
 MINIMUM.
  
 #4 SHOW PROOF OF UNITY OF TITLE TO ALL PROPERTIES.
  
 #5 PROVIDE ON CURB CUTS, CITY OF WPB STANDARD CONCRETE
 DRIVEWAY DETAIL.
 SEE GENERAL CONSTRUCTION STANDARD DETAILS AVAILABLE VIA
 WEB.
 HTTP://WWW.CITYOFWPB.COM/ENGINEERING/ENG_STANDARDS.HTM
  
 #6 EXISTING CONCRETE APRONS NOT NEEDED WILL NEED TO BE
 SHOWN, REMOVED AND RESTORED.
  
 #7 A COPY OF THE APPROVED SITE PLAN SHOULD BE INCLUDED
 WITH YOUR REVISIONS.
  
 ENGINEERING SUBMITTAL SHALL BE MADE TO :
 ENGINEERING SERVICES DEPARTMENT
 ATTENTION: MR. BRIAN MOREE, CONSTRUCTION SUPERVISOR
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
  
 *******************************************************
 **********
  
 GENERAL COMMENTS:
 PLEASE SHOW EXISTING FFE AND PROPOSED BUILDING FFE.
 EXISTING BUILDINGS WHICH HAVE PLUMBING DRAIN OUTLETS AT
 AN ELEVATION 12? OR LESS ABOVE THE GROUND SURFACE OF
 THE NEXT UPSTREAM MANHOLE, WHERE THE ELEVATION OF ANY
 FLOOR IS AT OR BELOW THE INVERT OF THE ADJACENT CITY
 SANITARY SEWER MAIN OR
 IS LESS THAN 12?ABOVE THE GROUND SURFACE OF THE NEXT
 UPSTREAM MANHOLE, OR WHERE A CONDITION EXISTS WHERE A
 PLUG IN THE CITY SANITARY SEWER MAIN WILL CAUSE THE
 HYDRAULIC GRADIENT TO RISE ABOVE THE LOWEST FLOOR
 LEVEL.
  
 CITY ORDINANCE 3132-98, SECTION 32-18(A): "...IT SHALL
 BE UNLAWFUL FOR ANY PERSON TO DIRECTLY OR INDIRECTLY
 DEPOSIT, DISCHARGE, SPILL, OR DUMP INTO ANY OF THE
 PUBLIC WATERS OR MUNICIPAL SEPARATE STORM SEWER SYSTEM
 WITHIN THE CITY, ANY SUBSTANCE OTHER THAN THAT COMPOSED
 ENTIRELY OF STORM WATER." AND, SECTION 32-18(C): "NO
 PERSON MAY MAINTAIN, USE OR ESTABLISH ANY DIRECT OR
 INDIRECT CONNECTION TO THE STORM WATER SYSTEM THAT
 RESULTS IN ANY DISCHARGE IN VIOLATION OF THIS
 ORDINANCE. THIS PROHIBITION IS RETROACTIVE AND APPLIES
 TO CONNECTIONS MADE IN THE PAST, REGARDLESS OF WHETHER
 MADE UNDER A PERMIT, OR OTHER AUTHORIZATION, OR WHETHER
 PERMISSIBLE UNDER LAWS OR PRACTICES APPLICABLE OR
 PREVAILING AT THE TIME THE CONNECTION WAS MADE."
  
 CHAPTER 62.302, F.A.C. EFFECTIVELY STATES THAT THE SITE
 IS NOT ALLOWED TO DISCHARGE ANY QUANTITY OF WATER THAT
 VIOLATES STATE WATER QUALITY STANDARDS. CITY ORDINANCE
 3132-98, SECTION 32-18(A) STATES THAT IT IS A VIOLATION
 TO DISCHARGE ANYTHING EXCEPT STORM WATER INTO THE
 CITY'S MS4. THE CITY HAS THE AUTHORITY AND OBLIGATION
 TO ENFORCE THESE RESTRICTIONS. IF THE APPLICANT'S
 PROPOSED SYSTEM IS NOT PROVIDING SUFFICIENT WATER
 QUALITY TREATMENT (SO THAT ANY DISCHARGE IS FREE OF ALL
 BUT STORM WATER RUNOFF), THEN APPLICANT MUST RE-DESIGN
 THE SYSTEM.
  
 *******************************************************
 **********
  
 MANUEL JULIAN GONZALEZ
 CONSTRUCTION SERVICE DEPARTMENT ENGINEERING REVIEW
 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]
 WWW.WPB.ORG/ENGINEERING
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2011-05-18 Cont ID  
Sent By mcarsill Date 2011-05-18 Time 12:41 Rev Time 0.00
Received By mcarsill Date 2011-05-18 Time 12:07 Sent To  
Notes
2011-05-18 12:41:45540 CHEERFUL STREET
 PERMIT NUMBER 11050110
 MULTI-PURPOSE ADDITION
  
 1. SITE PLAN DOES NOT ILLUSTRATE ANY NEW OR EXISTING
 FIRE HYDRANTS.
  
 2. PLEASE INDICATE ON THE LIFE SAFETY FLOOR PLAN SHEET
 A-2 WHERE THE PHYSICALLY CHALLENGED ARE SEATED IN THE
 PROPOSED MULTI-PURPOSE AREA.
  
 3. THE BUILDING WILL NEED TO BE IDENTIFIED WITH A
 MALTESE CROSS THAT CONTAINS AN R IN THE CENTER
 SIGNIFYING THAT A WOODEN ROOF TRUSS IS PRESENT.
 (ALDRIDGE / BENGE FIRE SAFETY RULE FOR IDENTIFYING ROOF
 AND FLOOR TRUSSES)
  
 4. NO EMERGENCY LIGHTS DISPLAYED ON SHEET E-1.
  
 5. SEPARATE PLANS AND PERMITS REQUIRED FOR AUTOMATIC
 FIRE SPRINKLER SYSTEM. FIRE SPRINKLER SYSTEM PLANS
 REQUIRED WITH THE ADDITION PLANS TO DETERMINE GENERAL
 LAYOUT AND SYSTEM DESIGN CRITERIA.
  
 6. SEPARATE PLANS AND PERMITS REQUIRED FOR THE FIRE
 ALARM SYSTEM EQUIPMENT.
  
 7. THE FIRE ALARM AND FIRE SPRINKLER SYSTEM IS TO BE
 MONITORED BY AN APPROVED THIRD PARTY CAPABLE OF
 PROVIDING CENTRAL STATION SERVICE.
  
 8. CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE
 DAILY.
  
 9. EXITS ARE TO BE PROPERLY MAINTAINED DURING
 CONSTRUCTION.
  
 10. CARE IS TO BE USED WHEN USING ANY GASOLINE POWERED
 SAWS INDOORS. CARBON MONOXIDE (CO) IS A COLORLESS,
 ODORLESS, AND TASTELESS GAS AND IN THE RIGHT
 CONCENTRATION CAN BE FLAMMABLE. PROPER VENTILATION
 CONTROLS ARE TO BE PROVIDED TO PREVENT THE BUILD-UP OF
 CARBON MONOXIDE VAPORS.
  
 11. A KNOX BOX WILL BE REQUIRED FOR THIS LOCATION. KNOX
 BOXES CAN BE ORDERED AT WWW.KNOXBOX.COM.
  
  
 DENIED
  
  
 MIKE CARSILLO, BATTALION CHIEF
 BUREAU OF FIRE PREVENTION
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2011-06-08 Cont ID  
Sent By lmartine Date 2011-06-02 Time 08:19 Rev Time 0.00
Received By lmartine Date 2011-05-13 Time 10:44 Sent To  
Notes
2011-05-13 10:45:00C--7
Review Stop IMPACT COUNTY IMPACT FEES
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***NONE***
Review Stop L LANDSCAPING
Rev No 2 Status   Date   Cont ID  
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Review Stop L LANDSCAPING
Rev No 1 Status F Date 2011-05-24 Cont ID  
Sent By rkussner Date 2011-05-24 Time 10:51 Rev Time 0.00
Received By rkussner Date 2011-05-24 Time 10:51 Sent To  
Notes
2011-05-24 15:12:36***FAILED LANDSCAPE REVIEW***
  
 PLEASE RESPOND TO REVIEW COMMENTS IN WRITTEN FORMAT.
  
 1. THE SITE PLAN MUST BE APPROVED PRIOR TO LANDSCAPE
 PERMIT APPROVAL.
  
 2. APPLY FOR A SEPARATE LANDSCAPE PERMIT. SUBMIT AN
 APPLICATION, TWO SETS OF PLANS AND A CERTIFIED COST
 ESTIMATE THE INCLUDES THE TOTAL COST OF ALL LANDSCAPE
 MATERIALS AND LABOR, BROKEN DOWN INTO UNIT COST.
  
 3. PLEAE PROVIDE THE TABULATION NECESSARY FOR THE
 EVALUATION OF COMPLIANCE WITH ARTICLE XIV OF THE ZONING
 AND LAND DEVELOPMENT REGULATIONS.
  
 4. THERE ARE DIFFERENCES BETWEEN THE SITE AND LANDSCAPE
 PLANS. ALL PLANS SHALL BE CONSISTENT.
  
 5. THE CURB CUT FOR THE PARKING LOT (MAIN SITE) DOES
 NOT LINE UP WITH THE TRAVEL AISLE. THE LANDSCAPE STRIP
 SHALL BE EXTENDED FOR THE FULL LENGTH OF THE ADJACENT
 PARKING STALL AT THE TIME THAT THE CURB CUT IS
 RELOCATED.
  
 6. THE MECHANICAL EQUIPMENT IN THE PARKING LOT SHALL BE
 MOVED ELSEWHERE ON SITE TO ALLOW FOR THE PROPER BACKOUT
 SPACE NEEDED.
  
 7. FOUNDATION LANDSCAPING SHALL BE PROVIDED ADJACENT TO
 THE MAIN ENTRANCE INTO THE EXISTING BUILDING AND AT THE
 SOUTH END OF THE EXISTING PARKING LOT.
  
 8. PURSUANT TO SECTION 94-443 (C) (2) ONE SHADE TREE
 SHALL BE PLANTED FOR EVERY THIRTY FEET ALONG THE
 PERIMETER LANDSCAPE STRIP ON THE NORTH SIDE OF THE
 PROPOSED PARKING LOT. THE TREE REQUIREMENT ALSO APPLIES
 TO THE EAST AND WEST SIDES OF THE SITE.
  
 9 THE PROPOSED HEDGES ALONG THE EAST AND WEST SIDES OF
 THE PROPOSED PARKING LOT SHALL BE INSTALLED ADJACENT TO
 THE PROPERTY LINE.
  
 10. PURSUANT TO SECTION 94-443 (C) (3) (B), ONE
 INTERIOR LANDSCAPE ISLAND SHALL BE PROVIDED FOR EVERY
 TEN PARKING SPACES OR FRACTION THEREOF. THERE ARE
 ELEVEN PROPOSED PARKING STALLS ALONG THE NORTH
 PERIMETER OF THE NEW PARKING LOT.
  
 11. PURSUANT TO SECTION 94-443 (C) (3) (A), EACH ROW OF
 PARKING SPACES SHALL BE TERMINATED BY LANDSCAPE ISLAND
 OF NOT LESS THAN FIVE FEET IN WIDTH AND NOT LESS THAN
 THE LENGTH OF THE ADJACENT PARKING STALL. THE LANDSCAPE
 ISLANDS AT THE NORTHWEST CORNER OF THE PARKING LOT DO
 NOT EXTEND THE FULL LENGTH OF THE ADJACENT PARKING
 STALLS. IN ADDITION, THE TREES REQUIRED IN THE ISLANDS
 AT THE NORTHEAST AND NORTHWEST CORNER OF THE PARKING
 LOTS SHALL BE CENTERED WITHIN THE ISLANDS AND CANNOT BE
 COUNTED TOWARD MEETING THE PERIMETER TREE REQUIREMENTS.
  
 12. A SEPARATE IRRIGATION PERMIT IS REQUIRED. PLEASE
 APPLY FOR THE IRRIGATION PERMIT AND SUBMIT TWO SETS OF
 IRRIGATION PLANS.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT ROBERT KUSSNER
 @ (561) 822-1462.
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2011-05-18 Cont ID  
Sent By hmoser Date 2011-05-18 Time 14:25 Rev Time 0.00
Received By hmoser Date 2011-05-18 Time 14:25 Sent To  
Notes
2011-05-18 14:32:46PLANS DENIED
 1 REFER TO SECTION 13-409.AB.3.3 SHUTOFF DAMPER CONTROL
 2007 FLORIDA ENERGY CODE.
 2 PROVIDE FRESH AIR DUCT AND SIZE ON PLANS.
 3 REFER TO SECTION 602.2.1 MATERIALS EXPOSED WITHIN
 PLENUM'S.
 PLAN REVIEW BY HAROLD MOSER 561-805-6732
 [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2011-06-01 Cont ID  
Sent By lwagner Date 2011-06-01 Time 10:31 Rev Time 0.00
Received By lwagner Date 2011-05-31 Time 14:32 Sent To  
Notes
2011-06-01 09:57:42FBC PLUMBING 2007 REVIEW #1
 DENIED:
  
 1. SHEET A-2 LISTS OCCUPANCY AS A3, OCCUPANT LOAD AS
 662. PER 403.3 . FOR 331 WOMEN 5 WC WILL BE REQUIRED.
 403.3 NUMBER OF OCCUPANTS OF EACH SEX. THE REQUIRED
 WATER CLOSETS, LAVATORIES, AND SHOWERS OR BATHTUBS
 SHALL BE DISTRIBUTED EQUALLY BETWEEN THE SEXES BASED ON
 THE PERCENTAGE OF EACH SEX ANTICIPATED IN THE OCCUPANT
 LOAD. THE OCCUPANT LOAD SHALL BE COMPOSED OF 50 PERCENT
 OF EACH SEX, UNLESS STATISTICAL DATA APPROVED BY THE
 CODE OFFICIAL INDICATE A DIFFERENT DISTRIBUTION OF THE
 SEXES
  
 2. A UNISEX TOILET ROOM WILL BE REQUIRED. FIXTURES
 LOCATED IN THE UNISEX TOILET ROOM COUNT AS PART OF THE
 FIXTURE COUNT.
 403.7 UNISEX TOILET AND BATHING ROOMS. IN ASSEMBLY AND
 MERCANTILE OCCUPANCIES, AN ACCESSIBLE UNISEX TOILET
 ROOM SHALL BE PROVIDED WHERE AN AGGREGATE OF SIX OR
 MORE MALE AND FEMALE WATER CLOSETS IS REQUIRED. IN
 BUILDINGS OF MIXED OCCUPANCY, ONLY THOSE WATER CLOSETS
 REQUIRED FOR THE ASSEMBLY OR MERCANTILE OCCUPANCY SHALL
 BE USED TO DETERMINE THE UNISEX TOILET ROOM
 REQUIREMENT. IN RECREATIONAL FACILITIES WHERE
 SEPARATE-SEX BATHING ROOMS ARE PROVIDED, AN ACCESSIBLE
 UNISEX BATHING ROOM SHALL BE PROVIDED. FIXTURES LOCATED
 WITHIN UNISEX TOILET AND BATHING ROOMS SHALL BE
 INCLUDED IN DETERMINING THE NUMBER OF FIXTURES PROVIDED
 IN AN OCCUPANCY.
  
 REVIEW BY
 LARRY WAGNER
 CHIEF PLUMBING INSPECTOR
 PHONE # 805-6692
 EMAIL [email protected]
 FAX # 805-6676
  
Review Stop Z ZONING
Rev No 1 Status F Date 2011-05-26 Cont ID  
Sent By astelly Date 2011-05-26 Time 11:18 Rev Time 0.00
Received By astelly Date 2011-05-26 Time 11:18 Sent To  
Notes
2011-05-26 11:20:03AMY STELLY
 PLANNING AND ZONING
 561-822-1442
  
 SITE PLAN APPROVAL IS REQUIRED FOR THE PROPOSED
 PROJECT.


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