Plan Review Details - Permit 06010515
Plan Review Stops For Permit 06010515
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-04-04 Cont ID  
Sent By jwitmer Date 2006-04-04 Time 11:16 Rev Time 3.33
Received By jwitmer Date 2006-04-04 Time 11:15 Sent To PC
Notes
2006-04-04 00:00:00BUILDING PLAN REVIEW
 PERMIT: 06010515
 ADD: 516 BANYAN BLVD
 CONT: THE WEITZ CO
 TEL: (561)346-6432
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 " THE PLACE VIA CLEMATIS"
  
 ARCH: COLLADO & PARTNERS INC
 (305)659-9911
  
  
 1ST REVIEW
 ACTION: DENIED
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE NEW
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 1) NOTE THIS IS A THRESHOLD BUILDING
 REQUIRING (3) OF ALL SUBMITTALS,
 PLANS, REPORTS, REVISIONS OR SUBMITTALS
 TO THE BUILDING DEPARTMENT FOR OUR
 RECORD. THESE DOCUMENTS WILL REQUIRE
 ORIGINALS WITH RAISED SEAL, SIGNATURE
 AND DATE.
 PLANS, SPECIFICATIONS,REPORT OR
 OTHER DOCUMENTS PREPARED BY THE
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE
 SEAL OF THE DESIGN PROFESSIONAL
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEER
 FL ATATE STAT: 61G16.003 ARCHITECT
  
 2)FL S S 713.13:
 NOTICE OF COMMENCEMENT, TO BE RECORDED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. NOTE:
 IF THE WORK DESCRIBED IN THE NOTICE OF
 COMMENCEMENT IS NOT ACTUALLY COMMENCED
 WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID.
  
 3)SURVEY SUBMIT (3) ORIGINAL SURVEYS
 WITH RAISED SEAL, SIGNATURE W/ DATE.
  
 4) BEFORE A PERMIT TO CONSTRUCT, MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO
 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.
  
 5) FL S. S. 553.71(7)
 (THRESHOLD BUILDING)
 ANY BUILDING GREATER THAN (3) STORIES OR
 50 FEET IN HEIGHT, OR WHICH HAS AN
 ASSEMBLY OCCUPANCY CLASSIFICATION AS
 DENIED IN FLORIDA BUILDING CODE WHICH
 EXCEEDS 5,000 SQ FT IN AREA AND AN
 OCCUPANT LOAD OF GREATER THAN 500 PEOPLE
 105.13.1 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
 ENFORCEMENT
 AGENCY PRIOR TO THE ISSUANCE OF A
 PERMIT FOR THE CONSTRUCTION OF THRESHOLD
 BUILDING. THE PURPOSE OF THE STRUCTURAL
 INSPECTION PLAN IS TO PROVIDE SPECIFIC
 INSPECTION PROCEDURES AND STANDARDS
 SO THAT THE BUILDING CAN BE ADEQUATELY
 INSPECTED FOR COMPLIANCE WITH THE
 PERMITTED DOCUMENTS.
  
 6)WPB AMENDMENT 105.13.6. W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT
 REQUEST FOR THRESHOLD BUILDINGS A
 SPECIAL INSPECTOR AS REQUIRED BY S.
 553.79(5) FLORIDA STATUTES TO THE MIN-
 IMUM INSPECTIONS REQUIRED BY THIS CODE.
 CONTACT HAROLD PISKURA MANAGER OF THE
 SPECIAL INSPECTOR PROGRAM AT (561)
 805-6711 FOR FURTHER INFORMATION BEFORE
 THE PERMIT MAY BE ISSUED.
  
 7) W.P.B. AMENDMENT 105.13.4.4 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.
  
 8 ) 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 CERTIFICATE FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO
 THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
 9) 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 PERSON 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) 110.2* W. P. B. ADMINISTRATIVE CODE,
 INFORMATION THAT IS REQUIRED FOR RECORD
 KEEPING & FOR CERTIFICATE OF OCCUPANCY:
 A) THE EDITION OF THE CODE UNDER WHICH
 THE PERMIT WAS ISSUED.
 B) THE USE AND OCCUPANCY, IN ACCORDANCE
 WITH THE PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED
 IN CHAPTER 6, TABLE 601. A OR B.
 D) THE DESIGN OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
 PROVIDED, WHETHER THE SPRINKLER SYSTEM
 IS REQUIRED.
 F) ANY SPECIAL STIPULATIONS & CONDITIONS
 OF THE BUILDING PERMIT.
  
 11)1609.1.4 PROTECTION OF OPENINGS
 IN WIND-BORNE DEBRIS REGIONS, EXTERIOR
 GLAZING THAT RECEIVES POSITIVE PRESSURE
 IN THE LOWER 60 FEET (18.3 M) IN
 BUILDINGS SHALL BE ASSUMED TO BE
 OPENINGS AND THE BALANCE OF GLAZED
 OPENINGS IN THE REST OF THE BUILDING
 SHALL BE ASSUMED TO BE ZERO UNLESS SUCH
 GLAZING THAT RECEIVES POSITIVE PRESSURE
 IS IMPACT RESISTANT OR PROTECTED WITH
 IMPACT RESISTANT COVERING MEETING THE
 REQUIREMENTS OF SSTD 12, ASTM E 1886
 ASTM E 1996, OR MIAMI-DADE TAS 201,202
 AND 203 REFERENCED THEREIN AS FOLLOWING:
  
 1.GLAZED OPENINGS LOCATED WITHIN 30
 FEET (9.1 M) OF GRADE SHALL MEET THE
 REQUIREMENTS OF THE LARGE MISSILE TEST.
 2.GLAZED OPENINGS LOCATED MORE THAN
 30 FEET (9.1 M) ABOVE GRADE SHALL MEET
 THE PROVISIONS OF THE SMALL MISSILE
 TEST.
  
 12) PLANS ARE NOT COMPLETE AND A
 COMPLETE REVIEW CAN NOT BE ACCOMPLISHED
 UNTIL THE FOLLOWING ITEMS ARE SUBMITTED:
 106.3.5* MINIMUM PLAN REVIEW CRITERIA
 FOR BUILDINGS.
 THE EXAMINATION OF THE DOCUMENTS BY THE
 BUILDING OFFICIAL SHALL INCLUDE THE
 FOLLOWING MINIMUM CRITERIA AND
 DOCUMENTS: A FLOOR PLAN; SITE PLAN;
 FOUNDATION PLAN; FLOOR/ROOF FRAMING PLAN
 OR TRUSS LAYOUT; AND ALL EXTERIOR
 ELEVATIONS:
  
 COMMERCIAL BUILDINGS:
  
 BUILDING
 1.SITE REQUIREMENTS:
  
 PARKING
 FIRE ACCESS
 VEHICLE LOADING
 DRIVING/TURNING RADIUS
 FIRE HYDRANT/WATER SUPPLY/POST INDICATOR
 VALVE (PIV)
 SET BACK/SEPARATION (ASSUMED PROPERTY
 LINES)
 LOCATION OF SPECIFIC TANKS, WATER LINES
 AND SEWER LINES
 2.OCCUPANCY GROUP AND SPECIAL
 OCCUPANCY REQUIREMENTS SHALL BE
 DETERMINED.
 3.MINIMUM TYPE OF CONSTRUCTION
 SHALL BE DETERMINED (SEE TABLE 503 ).
 4.FIRE-RESISTANT CONSTRUCTION
 REQUIREMENTS SHALL INCLUDE THE FOLLOWING
 COMPONENTS:
  
 FIRE-RESISTANT SEPARATIONS
 FIRE-RESISTANT PROTECTION FOR TYPE OF
 CONSTRUCTION
 PROTECTION OF OPENINGS AND PENETRATIONS
 OF RATED WALLS
 FIRE BLOCKING AND DRAFTSTOPPING AND
 CALCULATED FIRE RESISTANCE
 5.FIRE SUPPRESSION SYSTEMS SHALL
 INCLUDE:
  
 EARLY WARNING SMOKE EVACUATION SYSTEMS
 SCHEMATIC FIRE SPRINKLERS
 STANDPIPES
 PREENGINEERED SYSTEMS
 RISER DIAGRAM
 SAME AS ABOVE.
 6.LIFE SAFETY SYSTEMS SHALL BE
 DETERMINED AND SHALL INCLUDE THE
 FOLLOWING REQUIREMENTS:
  
 OCCUPANT LOAD AND EGRESS CAPACITIES
 EARLY WARNING
 SMOKE CONTROL
 STAIR PRESSURIZATION
 SYSTEMS SCHEMATIC
 7.OCCUPANCY LOAD/EGRESS
 REQUIREMENTS SHALL INCLUDE:
  
 OCCUPANCY LOAD
 GROSS
 NET
 MEANS OF EGRESS
 EXIT ACCESS
 EXIT
 EXIT DISCHARGE
 STAIRS CONSTRUCTION/GEOMETRY AND
 PROTECTION
 DOORS
 EMERGENCY LIGHTING AND EXIT SIGNS
 SPECIFIC OCCUPANCY REQUIREMENTS
 CONSTRUCTION REQUIREMENTS
 HORIZONTAL EXITS/EXIT PASSAGEWAYS
 8.STRUCTURAL REQUIREMENTS SHALL
 INCLUDE:
  
 SOIL CONDITIONS/ANALYSIS
 TERMITE PROTECTION
 DESIGN LOADS
 WIND REQUIREMENTS
 BUILDING ENVELOPE
 STRUCTURAL CALCULATIONS
 FOUNDATION
 WALL SYSTEMS
 FLOOR SYSTEMS
 ROOF SYSTEMS
 THRESHOLD INSPECTION PLAN
 STAIR SYSTEMS
 9.MATERIALS SHALL BE REVIEWED AND
 SHALL AT A MINIMUM INCLUDE THE
 FOLLOWING:
  
 WOOD
 STEEL
 ALUMINUM
 CONCRETE
 PLASTIC
 GLASS
 MASONRY
 GYPSUM BOARD AND PLASTER
 INSULATING (MECHANICAL)
 ROOFING
 INSULATION
 10.ACCESSIBILITY REQUIREMENTS SHALL
 INCLUDE THE FOLLOWING:
  
 SITE REQUIREMENTS
 ACCESSIBLE ROUTE
 VERTICAL ACCESSIBILITY
 TOILET AND BATHING FACILITIES
 DRINKING FOUNTAINS
 EQUIPMENT
 SPECIAL OCCUPANCY REQUIREMENTS
 FAIR HOUSING REQUIREMENTS
 11.INTERIOR REQUIREMENTS SHALL
 INCLUDE THE FOLLOWING:
  
 INTERIOR FINISHES (FLAME SPREAD/SMOKE
 DEVELOPMENT)
 LIGHT AND VENTILATION
 SANITATION
 12.SPECIAL SYSTEMS:
  
 ELEVATORS
 ESCALATORS
 LIFTS
 13.SWIMMING POOLS:
  
 BARRIER REQUIREMENTS
 SPAS
 WADING POOLS
  
 NOTE ADDITIONAL COMMENTS MAY APPEAR AS A
 DIRECT RESULT OF THE ADDITIONAL
 INFORMATION TO BE SUBMITTED.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-02-08 Cont ID  
Sent By dpalmer Date 2006-02-08 Time 21:05 Rev Time 0.00
Received By dpalmer Date 2006-02-08 Time 20:57 Sent To  
Notes
2006-02-08 00:00:00**** UNSAT ****
  
 1)NOTE: PLEASE SEE ONLY PRELIMINARY
 A-SHEETS WERE SUIBMITTED FOR REVIEW.
 PLEASE SEE COMPLETE PLANS WERE NOT
 SUBMITTED FOR REVIEW OF ARCHITECTUAL, OR
 MEP SHEETS.
 PLEASE BE SURE TO SUBMIT COMPLETED PLANS
 FOR CODE COMPLIANCE UNDER THE 2004 FBC.
 PLEASE SEE FBC CHAPTER 13 FOR COMMERCIAL
 BLDGS. THERE HAVE MANY BEEN MANY CHANGES
 FROM THE PREVIOUS 2001 FBC CHAPTER 13.
  
 PLEASE ALSO SEE WE ARE CURRENTLY UNDER
 THE 2003 NFPA-101 WHICH CONTAINS MANY
 CHANGES FROM THE 2000 LS-101.
 PLEASE ESP SEE 7.8.1.3,7.9.2.2
 COMPLETE PHOTOMETRICS WILL BE REQUIRED
 FOR ALL EGRESS PATHS.
 PLEASE SEE STAIR TOWERS ARE NOW REQUIED
 TO HAVE A MIN OF 10FT CANDLES (108 LUX)
 UNDER NORMAL POWER AND 1FT CANDLE UNDER
 EM POWER.
 PLEASE ALSO SEE WE ARE NOW UNDER THE
 2002 NFPA-72, 2002 NFPA-70 (NEC.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE IN CONTACTING
 THIS OFFICE.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2006-02-10 Cont ID  
Sent By mamini Date 2006-02-10 Time 09:58 Rev Time 1.00
Received By mamini Date 2006-02-10 Time 09:57 Sent To  
Notes
2006-02-10 00:00:00FAILED:
  
 1. PLEASE PROVIDE CIVIL/ SITE PLAN FOR
 OUR REVIEW AND APPROVAL, NOTE THAT CIVIL
 PLANS MUST BE SUBMITTED ALSO TO
 ENGINEERING SERVICES FOR APPROVAL OF ALL
 THE CONNECTIONS TO THE CITY SERVICES,
 ATT;MANNY GONZALEZ, 494-1085.
 2. PLEASE SUBMIT STORM WATER CALCULATION
 FOR THE ENTIRE SITE, INCLUDING PERVIOUS,
 IMPERVIOUS AND BUILDING AREA, COPY OF
 THE SFWMD PERMIT MUST ALSO BE SUBMITTED.
 3. POLLUTION PREVENTION PLAN MUST BE
 INCLUDED IN CIVIL PLANS.
  
 IF ANY QUESTION PLEASE CONTACT 805-672
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2006-03-07 Cont ID  
Sent By mwennerg Date 2006-03-07 Time 10:31 Rev Time 0.00
Received By mwennerg Date 2006-03-07 Time 10:31 Sent To  
Notes
2006-03-07 00:00:00******DENIED******
  
 PLEASE NOTE THAT INCOMPLETE PLANS HAVE
 BEEN SUBMITTED. A REVIEW CAN NOT BE
 COMPLETED AT THIS TIME. PLEASE SUBMIT
 ALL PLANS FOR REVIEW TO INCLUDE
 ACHITECTUAL, MEP, FIRE PROTECTION,
 CIVIL/SITE PLAN ETC.
  
  
 MIKE WENNERGREN, CAPTAIN/WPBFR
 FIRE PLANS REVIEW (561) 805-6722
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2006-04-04 Cont ID  
Sent By jwitmer Date 2006-04-04 Time 11:41 Rev Time 0.00
Received By jwitmer Date 2006-01-17 Time 10:17 Sent To  
Notes
2006-02-07 00:00:00TO "COMM" BD#28
2006-01-17 00:00:00WAITING FOR "COMM" BD
Review Stop M MECHANICAL (A/C)
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By hmoser Date 2006-03-12 Time 09:34 Sent To  
Notes
2006-03-12 00:00:00NO PLANS 3/12/06 HM.
Review Stop P PLUMBING
Rev No 1 Status F Date 2006-03-16 Cont ID  
Sent By kstevens Date 2006-03-16 Time 15:38 Rev Time 0.00
Received By kstevens Date 2006-03-16 Time 15:37 Sent To  
Notes
2006-03-16 00:00:00DENIED
 REFERENCE: FBC-2004 PLUMBING
  
 1. PLAN REVIEW CAN NOT BE DONE AT THIS
 TIME AS THE PLANS ARE INCOMPLETE. NO MEP
 SHEETS SUBMITTED. NO INFORMATION ON FAIR
 HOUSING, ACCESSIBILITY, ETC. PLANS TO BE
 SIGNED, DATED, SEALED BY DESIGNER OF
 RECORD, AND ALL INFORMATION REQUIRED BY
 FLORIDA ADMINISTRATIVE CODE/FLORIDA
 STATUTES FOR TITLE BLOCKS REQUIRED.
  
 ANY QUESTIONS,
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2006-03-14 Cont ID  
Sent By aaponte Date 2006-03-14 Time 10:20 Rev Time 0.00
Received By aaponte Date 2006-03-14 Time 10:20 Sent To  
Notes
2006-03-14 00:00:001.UNABLE TO REVIEW DRAWINGS. SUBMITTED
 SET IS NOT TO SCALE.
 2.SUBMITTED SET IS INCOMPLETE. LANDSCAPE
 DRAWINGS AND BUILDING SECTIONS ARE NOT
 INCLUDED.
 3.PLEASE PROVIDE A TABLE INCLUDING THE
 ADDITIONAL SQUARE FOOTAGE PROVIDED ON
 FLOOR 9TH AND 10TH AND THE TDR
 CERTIFICATE NUMBER.


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