Plan Review Details - Permit 09020052
Plan Review Stops For Permit 09020052
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status P Date 2009-12-14 Cont ID  
Sent By jwitmer Date 2009-12-14 Time 15:08 Rev Time 0.33
Received By jwitmer Date 2009-12-14 Time 15:08 Sent To  
Notes
2009-12-14 15:09:39TYPE F1B CONCRETE BASE WITH WIND LOAD CALCULATIONS
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2009-12-14 Cont ID  
Sent By jwitmer Date 2009-12-14 Time 14:58 Rev Time 0.55
Received By jwitmer Date 2009-12-14 Time 14:58 Sent To  
Notes
2009-12-14 14:59:40SUBMITTAL SHOP DRAWINGS 09120181
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2009-12-02 Cont ID  
Sent By jwitmer Date 2009-12-02 Time 09:40 Rev Time 0.33
Received By jwitmer Date 2009-12-02 Time 09:40 Sent To  
Notes
2009-12-02 09:42:09REVISION: ROOFING DETAILS REQUESTED BY INSPECTOR
 DATED 11-03-09 81/2X11
 SSK-17
 SSK-17B
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2009-09-09 Cont ID  
Sent By jwitmer Date 2009-09-09 Time 14:28 Rev Time 0.25
Received By jwitmer Date 2009-09-09 Time 14:10 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2009-07-31 Cont ID  
Sent By jwitmer Date 2009-07-31 Time 10:29 Rev Time 0.55
Received By jwitmer Date 2009-07-31 Time 10:29 Sent To  
Notes
2009-07-31 10:30:06REVISIONS:
 PRODUCT APPROVALS THAT WERE REVIEWED AND STAMPED.
 04-0227.02 35H OUTSWING ENTRANCE DOORS
 08-1224.15YHC-300-O/G CURTAIN WALL SYSTEMS
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2009-07-31 Cont ID  
Sent By jwitmer Date 2009-07-31 Time 10:07 Rev Time 0.55
Received By jwitmer Date 2009-07-31 Time 09:15 Sent To  
Notes
2009-07-31 10:13:20BUILDING PLAN REVIEW
 PERMIT: 09020052
 ADD: 101 S FLAGLER DR
 CONT: CATALFUMO
 TEL: (561)282-8265
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 PRODUCT APPROVAL REVIEW
 ACTION: DENIED
  
 1) H R ENGINEERING REPORT NANA WALL SYSTEMS, COPIES NOT
 ORIGINALS WITH SIGNATURE AND AFFIXED SEAL. PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS PREPARED BY
 THE DESIGN PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE DESIGN
 PROFESSIONAL AFFIXED TO THE DOCUMENT.
 FL ADMIN CODE 61G15-23.002 ENGINEERS
  
 2) NANA WALL SYSTEMS REPORT INDICATES 3 DOOR
 CONFIGURATIONS AND POSITION NUMBER 1 ARE SLIGHTLY
 LARGER, PLEASE PROVIDE WHERE THIS LOCATION WILL BE IN
 AN END ZONE OR INTERIOR ZONE.
  
 3) SHOP DRAWING REVIEW SHEETS 11-13 NOT REVIEWED!!!
  
  
 PRODUCT APPROVALS THAT WERE REVIEWED AND STAMPED.
 04-0227.02 35H OUTSWING ENTRANCE DOORS
 08-1224.15YHC-300-O/G CURTAIN WALL SYSTEMS
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2009-07-30 Cont ID  
Sent By jwitmer Date 2009-07-30 Time 17:00 Rev Time 0.50
Received By jwitmer Date 2009-07-30 Time 16:32 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2009-04-22 Cont ID  
Sent By jwitmer Date 2009-04-21 Time 15:39 Rev Time 3.33
Received By jwitmer Date 2009-04-21 Time 15:39 Sent To  
Notes
2009-04-21 15:40:51BUILDING PLAN REVIEW
 PERMIT: 09020052
 ADD: 101 S FLAGLER DRIVE
 CONT: CATALFUMO
 TEL: (561)282-8265
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: BUILDING PROVISO LIST
  
 1) 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.
  
 2-4) COMPLIED.
  
 5) 4/22/09 COMPLIED
  
 6-9) COMPLIED.
  
 10) ROOFING PROCEDURES: NOTE NO ROOFING PERMIT APPLIED
 FOR. TO BE A BUILDING PROVISO TO BE CORRECTED UNDERTHE
 ROOFING PERMIT.
  
 A) FLAT DECK: MIAMI-DADE NOA 07-1030.01 WILL REQUIRE
 ENHANCED FASTENING.
 PAGE 9
 DECK TYPE 21 STEEL, INSULATED
 DECK DESCRIPTION 18-22 GA. TYPE B, GRADEC STEEL DECK
 SYSTEM TYPE B:
 LIMITATION# 7 ENHANCED FASTENING ALOWED, RAS
 CALCULATIONS TO BE PREPARED BY EITHER A FLORIDA
 REGISTERED PROFESSIONAL ENGINEER, REGISTERED ARCHITECT
 OR REGISTERED ROOF CONSALTANT.
 MAXIMUM DESIGN PRESSURE -90 PSF WILL REQUIRE ENHANCED
 FASTENING IN ZONE 3, EXPOSURE C REQUIRING A -115.3..
 PLANS DO INDICATE A MINIMUM OF 3 3/4 INCH ROOF
 INSULATION AT ROOF DRAINS, R VALUE OF 20.4.
  
 B) METAL ROOF: FL 2007# 11269 THIS PERMIT IS UNDERTHE
 2004 FBC NOT THE 2007
 11269.3 CEE-LOCK WITH CONTINUOUS CEE-RIB CLIP
 ROOF SLOPE OF 1/2: 12 WILL REQUIRE LAP SEALENT
 1507.4.2.
 PRESSURE LIMITATION OF -82.5 ENHANCED FASTENING, ANY
 RATIONAL ANALYSIS COMPUTATIONS SHALL BE PREPARED BY A
 QUALIFIED DESIGN PROFESSIONAL. SEE END ZONE 3 AND
 -115.7, COASTAL EXPOSURE.
  
 C) ROOFING SOLAR PANELS: ADVANCED GREEN TECHNOLIGIES,
 MIAMI-DADE NOA 07-0803.01
 LIMITATION# 8 : PHOTOVOLTAIC LAMINATES MAY BE USED WITH
 ANY APPROVED ROOF COVERING NOTICE OF ACCEPTANCE LISTING
 PHOTOVOLTAIC LAMINATES AS A COMPONENT PART OF AN
 ASSEMBLY IN THE NOTICE OF ACCEPTANCE. IF PHOTOVOLTAIC
 LAMINATES IS NOT LISTED, A REQUEST MAY BE MADE TO THE
 AUTHORTY HAVING JURISDICTION (AHJ) OR THE MIAMI-DADE
 COUNTY CONTROL DEPARTMENT FOR APPROVAL PROVIDED THAT
 APPROPRIATE DOCUMENTATION IS PROVIDED TO DETAIL
 COMPATIBILITY OF THE PRODUCTS, WIND UPLIFT RESISTANCE
 AND FIRE TESTING RESULTS.
  
 11-14) COMPLIED.
  
 15) A BUILDING PROVISO CAN BE ISSUED FOR THE SUN
 CONTROL DEVISES WITH THE WIND DESIGN CRITERIA AND
 BEFORE FABRICATION AND INSTALLATION AND REVIEWED BY THE
 DESIGN TEAM BEFORE SUBMITTING TO THE BUILDING
 DEPARTMENT.
  
 16- 20) COMPLIED.
  
 21) BUILDING PROVISO: 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.
 MINIMUM SLAB ELEVATION IS 7.5' LOCATED IN A A5 FLOOD
 ZONE, NOTE ANY ELECTRICAL OR MECHANICAL SLABS FOR
 EQUIPMENT WILL NEED TO BE ABOVE THE 7.5' ELEVATION.
  
 22) BUILDING PROVISO: 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.
  
 23) BUILDING PROVISO: 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.
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 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.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2009-02-23 Cont ID  
Sent By mjacobs Date 2009-02-23 Time 13:54 Rev Time 0.00
Received By mjacobs Date 2009-02-23 Time 13:54 Sent To  
Notes
2009-02-23 13:54:31 
 101 S FLAGLER PAVILION
 BUILDING PLAN REVIEW
 PERMIT: 09020052
 ADD: 101 S FLAGLER DRIVE
 CONT: CATALFUMO
 TEL: (561)282-8265
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW: 1ST
 ACTION: DENIED
  
 NOTE: THE SOIL REPORT FROM ARDAMAN & ASSOCIATES, INC.
 RECOMMENDED CONCRETE / BRICK PAVERS FOR THE
 CONSTRUCTION OF WALKWAYS AND DECKS BECAUSE THEY ARE
 BEST SUITED FOR SITES WITH COMPRESSIBLE SOILS. THEY
 ALLOW SIGNIFICANT SETTLEMENT WITHOUT SIGNS OF DISTRESS
 AND THE AREAS WHERE THEY ARE USED CAN BE EASILY
 REPAIRED BY REMOVING THE PAVERS, REGARDING THE SUB
 GRADE AND LAYING THE PAVERS ON THE RE-LEVELED SURFACE.
 SHEET S-1 SHOWS THE DECK AREA AS A 4 INCH CONCRETE SLAB
 AND SHEET A-13 INDICATES SIMULATED STONE PAVERS OVER
 CONCRETE SLAB. IS THERE A REASON WHY THE ABOVE
 RECOMMENDATION IS BEING ALTERED?
  
 1) 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.
 PLEASE RESUBMIT ONE OLD SET WITH TWO NEW REVISED SETS.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 2) PLEASE SUBMIT 2 OF ALL SURVEYS, PLANS, REPORTS,
 REVISIONS, PRODUCT APPROVALS AND OR SUBMITTALS FOR
 REVIEW FOR PERMIT. IF YOUR PROJECT WILL REQUIRE A
 RESIDENT INSPECTOR OR IF YOUR PROJECT IS A THRESHOLD
 BUILDING REQUIRING A THRESHOLD INSPECTOR THEN (3) THREE
 SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED FOR PERMIT
 ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTS WEST PALM
 BEACH ADMINISTRATIVE CODE.
  
 3) LS1.0 OCCUPANCY IS INDICATED AS AN A2 BANQUET HALL
 PLEASE CORRECT TO AN A3 OCCUPANCY SECTION 303.
  
 4) LS1.0 INDICATES THIS BUILDING IS LOCATED WITHIN A
 FIRE ZONE. THE CITY OF WEST PALM BEACH NO LONGER HAS
 FIRE ZONES; THEY WERE ELIMINATED WHILE UNDER THE 2001
 FBC.
  
 5) S-4 UNDER THE HEADING OF AUGERED CAST PILE, FOOTNOTE
 (G) THE CONTRACTOR IS TO ENGAGE THE SERVICES OF A
 FLORIDA REGISTERED PROFESSIONAL ENGINEER TO SUPERVISE
 AND CERTIFY THAT THE PILE INSTALLATION WORK COMPLIES
 WITH THE DESIGN REQUIREMENTS. THERE WAS NO PAPERWORK
 INDICATING AS SUCH. 1810.3.
  
 6) AUGERED CAST-IN-PLACE PILES SHALL NOT BE INSTALLED
 WITHIN SIX PILE DIAMETERS CENTER TO CENTER OF A PILE
 FILLED WITH CONCRETE LESS THAN 12 HOURS OLD. 1810.3.3
  
 7) SHEET S-4 UNDER THE HEADING OF WIND LOADS INDICATES
 IN (2) AREAS THE 2004 FBC WITH 2005, 2006 AMENDMENTS,
 NO MENTION OF THE 2007 AMENDMENTS TO THE 2004 FBC,
 BUILDING CODE.
  
 8) THE SUBMITTED PLANS (ARCHITECTURAL ARE DATED FEB. 2,
 2009), FL S S 255.2575. PLANS THAT ARE COMMENCED AFTER
 JULY1, 2008 SHALL BE CONSTRUCTED TO MEET THE UNITED
 STATES GREEN BUILDING COUNCIL (USGBC), LEADERSHIP IN
 ENERGY AND ENVIRONMENTAL DESIGN (LEED) RATING SYSTEM,
 THE GREEN BUILDING INITIATIVE'S GREEN GLOBAL RATING
 SYSTEM, THE FLORIDA GREEN BUILDING COALITION STANDARDS,
 OR A NATIONALLY RECOGNIZED, HIGH PERFORMANCE GREEN
 BUILDING RATING SYSTEM AS APPROVED BY THE DEPARTMENT OF
 MANAGEMENT SERVICES. PLEASE INDICATE WHICH OF THESE
 RATING SYSTEMS YOU HAVE DESIGN TOO AND WHAT LEVEL.
  
 9) 106.3.3* PRODUCT APPROVALS- 2004 THOSE PRODUCTS THAT
 ARE REGULATED BY DCA RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL. PROVIDE TWO SETS
 OF PRODUCT APPROVAL FOR DOORS / WINDOWS / ROOFING
 ASSEMBLY / LOUVER WINDOWS / ROOF INSULATION/MULLIONS
 AND PEEL & STICK SOLAR LAMINATE COLLECTION PANELS. ON
 THE PRODUCT APPROVAL PLEASE CIRCLE OR HI-LIGHT WHICH
 ITEMS OR SYSTEMS PERTAIN TO THE INSTALLATION OF EACH
 PRODUCT EXAMPLE THE SIZE OF THE IMPACT GLASS. LOUVERS
 PROTECTING INTAKE AND EXHAUST VENTILATION DUCTS NOT
 ASSUMED TO BE OPEN THAT ARE LOCATED WITHIN 30 FEET OF
 GRADE SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST
 1609.1.4. P
  
 10) ROOFING PROCEDURE
 _XX 1.) FLORIDA STATE OR LOCAL PRODUCT APPROVAL
 REQUIRED IN ADDITION TO THE EVALUATION REPORT
 SUBMITTED, FAC9B72. WWW.FLORIDABUILDING.ORG
  
 _XX 2.) FOR THE FLAT DECK, SELECT THE APPROVED ASSEMBLY
 YOU ARE USING. ALSO INDICATE WHICH FASTENER IF THE
 OPTIONS HAVE DIFFERENT PRESSURE LIMITATIONS.
  
 _XX 3.) FOR THE FLAT DECK, SPECIFY THE ENHANCED
 FASTENING FOR CORNER AND PERIMETER ZONES.
  
 _XX 4.) SEE PRODUCT LIMITATION #7. CALCULATIONS
 PREPARED BY AN ARCHITECT, ENGINEER, OR REGISTERED ROOF
 CONSULTANT REQUIRED FOR ENHANCED FASTENING.
  
 11) SHEET A-1.1. THE PLANS NEED TO CLEARLY SHOW THE
 TYPE OF MATERIALS WHICH WILL BE USED TO CONSTRUCT ALL
 INTERIOR WALLS. PROVIDE A WALL LEGEND WITH A NUMBER OR
 LETTER DESCRIBING EACH WALL TYPE BOTH INTERIOR AND
 EXTERIOR. PLEASE INDICATE THE MOISTURE PROTECTION AND
 WALL ASSEMBLY AT THE CONCRETE BLOCK EXTERIOR WALLS.
  
 12) SHEET A-1.1. THE SLOPE OF THE CONCRETE RAMP NEXT TO
 THE ELECTRICAL ROOM CANNOT BE 1:12 IF THE SLOPED AREA
 IS ONLY 10 FEET. FBC 11-4.8.2 SLOPE & RISE. THE LEAST
 POSSIBLE SLOPE SHALL BE USED FOR ANY RAMP. THE MAXIMUM
 SLOPE FOR A RAMP IN NEW CONSTRUCTION SHALL BE 1 TO 12.
 THE MAXIMUM RISE FOR RUN SHALL BE 30" (SEE FIGURE 16).
 11-4.8.4. (2) LANDINGS. ALL LANDINGS ON RAMPS SHALL NOT
 BE LESS THAN 60" CLEAR, & THE BOTTOM OF EACH RAMP SHALL
 HAVE NOT LESS THAN 72" OF STRAIGHT & LEVEL CLEARANCE.
 11-4.8.4(3) IF RAMPS CHANGE DIRECTION AT LANDINGS, THE
 MINIMUM LANDING SIZE SHALL BE 60" X 60". 11.4.8.5.
 HANDRAILS: IF A RAMP HAS A RISE GREATER THAN 6" OR A
 HORIZONTAL PROJECTION GREATER THAN 72", THEN IT SHALL
 HAVE HANDRAILS ON BOTH SIDES.
  
 13) THE ELECTRICAL ROOM WHICH IS USUALLY ENCLOSED IN A
 ONE-HOUR-RATED WALL SHALL MEET THE REQUIREMENTS OF
 SECTION 302.1.1.1, WHICH REQUIRES THE WALLS TO BE
 CAPABLE OF RESISTING THE PASSAGE OF SMOKE. THE
 PARTITIONS SHALL EXTEND FROM THE FLOOR TO THE UNDERSIDE
 OF THE DECK ABOVE. THIS INFORMATION IS ALSO STATED IN
 NFPA 101 LIFE SAFETY; 8.7.1.2
  
 14) 11-4.22.3 BOTH BATHROOMS ON SHEET A-1.1 SHALL
 INDICATE THE UNOBSTRUCTED TURNING SPACE IN THE
 ACCESSIBLE TOILET ROOMS.
  
 15) SHEET A-1.2 PROVIDE THE SHOP INFORMATION FOR THE
 SUN CONTROL DEVICE SYSTEM. THE DRAWINGS SHALL INCLUDE
 THE WIND DESIGN INFORMATION PER 1603.1.4 / 1609.6.2 AND
 ALL CONNECTION DETAILS AND MATERIALS.
  
 16) THE ENERGY CALCULATIONS SUBMITTED DO NOT CORRESPOND
 WITH THE PLANS. EXAMPLE, THE COMPONENTS FOR THE
 FLOORING IN THE COMMUNITY ROOM ON THE ENERGY
 CALCULATION SHOWS CONCRETE FLOOR WITH CARPET, HOWEVER,
 THE FLOOR FINISHES ON SHEET A-8.0 INDICATES PORCELAIN
 TILE. THE ROOM FINISH SCHEDULE DOES NOT INDICATE ANY
 CARPET BEING INSTALLED IN ANY ROOM. PLEASE REVIEW THE
 PLANS AND THE ENERGY CALCULATIONS AND MAKE SURE THE
 COMPONENTS CORRESPOND WITH EACH OTHER.
  
 17) SHEET A-1.3 THIS SHEET MAKES REFERENCES TO A NUMBER
 OF DETAILS ON OTHER SHEETS HOWEVER, THE DETAILS ON
 THOSE SHEETS DO NOT CORRESPOND WITH THE REFERENCE OR
 THE SHEET IS NOT IN THE SET. CLARIFY. THIS PROBLEM
 OCCURS ON OTHER PAGES; PLEASE MAKE SURE THE DETAIL
 REFERENCE MATCHES THE PAGE IT???S REFERRING TO.
  
 18) SHEET A-7.3 AND SHEET S-7 FAIL TO INDICATE HOW THE
 METAL DECK WILL BE ATTACHED TO THE STRUCTURAL STEEL
 JOISTS; WILL THE DECK BE WELDED OR SCREWED TO THE
 JOISTS? 106.1.2. THE PLANS ALSO FAIL TO INDICATE THE
 LOCATION AND SIZE OF THE ROOF VENTILATION SYSTEM OF THE
 BUILDING. ADDITIONAL INFORMATION REQUIRED 106.1.2*
  
 19) THE PLANS FAIL TO INDICATE THE LOCATION OF WEEP
 HOLES, WHICH SHALL HAVE A MAXIMUM SPACING OF 33 INCHES
 ON CENTER WITH HOLES NOT LESS THAN 3/16 INCHES IN
 DIAMETER. 2104.1.8.
  
 20) 11-4.1.3(1) AT LEAST ONE ACCESSIBLE ROUTE COMPLYING
 WITH 11-4.3 SHALL CONNECT ACCESSIBLE BUILDING OR
 FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND
 ELEMENTS WITHIN THE BUILDING OR FACILITY. SHOW
 COMPLIANCE.
  
 21) 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.
  
 NOTE: DUE TO THE FACT THAT SOME SHEETS ARE MISSING FROM
 THE SUBMITTED SET, ADDITIONAL COMMENTS MAY APPEAR ON
 THE NEXT REVIEW. NUMEROUS PAGES ARE MISSING THE SEAL OF
 THE ARCHITECT.
  
 MYRON JACOBS
 BUILDING PLANS REVIEWER
 PHONE (561) 807-6726
 FAX (561) 806-6676
 [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-02-11 Cont ID  
Sent By jwitmer Date 2009-02-11 Time 13:24 Rev Time 0.00
Received By jwitmer Date 2009-02-11 Time 13:24 Sent To  
Notes
2009-02-11 16:50:08BUILDING PLAN REVIEW
 PERMIT: 09020052
 ADD: 101 S FLAGLER DRIVE
 CONT: CATALFUMO
 TEL: (561)282-8265
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1A) 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.
  
 1B) INFORMATIONAL: PLEASE SUBMIT 2 OF ALL SURVEYS,
 PLANS, REPORTS, REVISIONS , PRODUCT APPROVALS AND OR
 SUBMITTALS FOR REVIEW FOR PERMIT. IF YOUR PROJECT WILL
 REQUIRE A RESIDENT INSPECTOR OR IF YOUR PROJECT IS A
 THRESHOLD BUILDING REQUIRING A THRESHOLD INSPECTOR THEN
 (3) THREE SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED
 FOR PERMIT ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTS
 WEST PALM BEACH ADMINISTRATIVE CODE.
  
 2) LS1.0 OCCUPANCY IS INDICATED AS A A2 BANQUET HALL
 PLEASE CORRECT TO A A3 OCCUPANCY SECTION 303.
  
 3) LS1.0 INDICATES THIS BUILDING IS LOCATED WITHIN A
 FIRE ZONE. THE CITY OF WEST PALM BEACH NO LONGER HAS
 FIRE ZONES, THEY WERE ELIMINATED WHILE UNDER THE 2001
 FBC.
  
 4) S-4 UNDER THE HEADING OF AUGUR CAST PILE,
 FOOTNOTE(G) THE CONTRACTOR IS TO ENGAGE THE SERVICES OF
 A FLORIDA REGISTERED PROFESSIONAL ENGINEER TO SUPERVISE
 AND CERTIFY THAT THE PILE INSTALLATION WORK COMPLIES
 WITH THE DESIGN REQUIREMENTS. THERE WAS NO PAPERWORK
 INDICATING AS SUCH. 1810.3.
  
 5) SHEET S-4 UNDER THE HEADING OF WIND LOADS INDICATES
 IN (2) AREAS THE 2004 FBC WITH 2005, 2006 AMENDMENTS,
 NO MENTION OF THE 2007 AMENDMENTS TO THE 2004 FBC,
 BUILDING CODE.
  
 6) THE SUBMITTED PLANS (ARCHITECTURAL ARE DATED FEB. 2,
 2009), FL S S 255.2575. PLANS THAT ARE COMMENCED AFTER
 JULY1, 2008 SHALL BE CONSTRUCTED TO MEET THE UNITED
 STATES GREEN BUILDING COUNCIL (USGBC), LEADERSHIP IN
 ENERGY AND ENVIRONMENTAL DESIGN (LEED) RATING SYSTEM,
 THE GREEN BUILDING INITIATIVE'S GREEN GLOBAL RATING
 SYSTEM, THE FLORIDA GREEN BUILDING COALITION STANDARDS,
 OR A NATIONALLY RECOGNIZED, HIGH PERFORMANCE GREEN
 BUILDING RATING SYSTEM AS APPROVED BY THE DEPARTMENT OF
 MANAGEMENT SERVICES. PLEASE INDICATE WHICH OF THESE
 RATING SYSTEM YOU HAVE DESIGN TOO AND WHAT LEVEL.
  
 7)
  
  
 THIS REVIEW SHALL CONTINUE FEB 13/ 2009
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2009-04-30 Cont ID  
Sent By btrobaug Date 2009-04-30 Time 11:23 Rev Time 0.00
Received By btrobaug Date 2009-04-29 Time 16:37 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2009-03-02 Cont ID  
Sent By btrobaug Date 2009-03-02 Time 15:16 Rev Time 7.00
Received By btrobaug Date 2009-03-02 Time 14:54 Sent To  
Notes
2009-03-02 14:55:33 
  
  
  
  
 APPLICATION #09020052 ELECTRICAL PLAN REVIEW
 101 S. FLAGLER DRIVE 2/27/09
 WEST PALM BEACH, FL.
  
 THIS REVIEW WAS DONE UNDER THESE CURRENT CODE CYCLES:
  
 THE 2004 FLORIDA BUILDING CODE, 2007 REVISIONS, 2005
 NEC, NFPA-72 2002, NFPA-101 2006, 2004 FBC AS AMENDED,
 CHAPTER 1.AND FOUND NONCOMPLIANT WITH THE FOLLOWING:
  
 1} SEE BUILDING COMMENT (# 6) REGARDING FS 255.2575.
 INDICATE RATING SYSTEM AND LEVEL DESIGNED TOO.
  
 THESE COMMENTS ARE REGARDING THE RISER DIAGRAM ON SHEET
 E-4.0.
  
 2}THE EQUIPMENT GROUND BETWEEN THE TRANSFORMER AND
 "SWBD-WP" CREATES A PARALLEL PATH TO GROUND WITH THE
 NEUTRAL AND MUST BE REMOVED. AN ISOLATED NEUTRAL AND
 EQUIPMENT GROUND ARE TO BE RAN FROM THE FIRST MEANS OF
 DISCONNECT. 250.6.
  
 3} THE FEED FOR PANEL "WF" FROM "PSL" IS 3-#6 CU. PSL
 SCHEDULE CIRCUIT 43, 45,47 DO NOT INDICATE A WIRE OR
 CONDUIT SIZE, LIST SAME 408.4, AND HAS 100 AMP OCP IN
 VIOLATION OF 310.16 (MAX 65 AMPS) FOR THOSE CONDUCTORS.
  
 4} THE SOLAR PANEL SYSTEM FEED FROM "SWBD-WP" IS FROM A
 50 AMP BREAKER (ALSO A 50 AMP FUSIBLE DISCONNECT ON
 SHEET E-16) 'SOLAR PANEL SYSTEM SCHEMATIC'. NOTE #3,
 SHEET E-40 STATES CONTRACTOR SUPPLIED 30 AMP BREAKER.
 CORRELATE THESE ITEMS WITH THE INSTALLATION
 SPECIFICATIONS. 408.4
  
 5} INDICATE HOW THE 300 AMPS FOR "MECHANICAL" LOAD WAS
 CALCULATED. 220 NEC.
  
 6} PER 215.2(A) (1) GENERAL FEEDER CONDUCTORS SHALL
 HAVE AN AMPACITY NOT LESS THAN REQUIRED TO SUPPLY THE
 LOAD AS CALCULATED IN PARTS III, IV, AND V OF ARTICLE
 220. THE MINIMUM FEEDER-CIRCUIT CONDUCTOR SIZE, BEFORE
 THE APPLICATION OF ANY ADJUSTMENT OR CORRECTION
 FACTORS, SHALL HAVE AN ALLOWABLE AMPACITY NOT LESS THAN
 THE NONCONTINUOUS LOAD PLUS 125 PERCENT OF THE
 CONTINUOUS LOAD. NO CONTINUOUS LOADS WERE SHOWN IN THE
 CALCULATIONS (LUMINAIRES).
  
 7} SHEET E-5.0 NOTE #1 UNDER LIGHTING CONTROL RELAY
 PANEL INCORRECTLY REFERENCES SHEET E-23. THE SCHEDULES
 ARE ON E-24.
  
 8} SHEET E6.0 LIGHTING FIXTURE COUNTS AND TYPES ARE NOT
 ALL INCLUDED INPUT DATA REPORT AND WATTAGES GIVEN ON
 SHEET E-17.0 DO NOT CORRELATE WITH THAT REPORT. THIS
 PROJECT MUST COMPLY WITH CHAPTER 13 FBC. SEE
 13-415.1ABC.1.1 FOR TIME CLOCK REQUIREMENTS AND FOR
 LIGHTING DENSITIES. ALL THAT IS REQUIRED FOR THE
 ELECTRICAL REVIEW IS THE BASIC PRESCRIPTIVE
 REQUIREMENTS. SEE 13-415.2.ABC.1 PERFORMANCE
 CALCULATION PROCEDURES, GENERAL.
 THE INTERIOR LIGHTING POWER ALLOWANCE FOR A BUILDING OR
 A SEPARATELY METERED OR PERMITTED PORTION OF A BUILDING
 SHALL BE DETERMINED BY EITHER THE BUILDING AREA METHOD
 DESCRIBED IN SECTION 415.2.C.1 OR THE SPACE-BY-SPACE
 METHOD DESCRIBED IN SECTION 415.2.B.1. THE INSTALLED
 INTERIOR LIGHTING POWER IDENTIFIED IN ACCORDANCE WITH
 SECTION 415.2.ABC.1.1 SHALL NOT EXCEED THE INTERIOR
 LIGHTING POWER ALLOWANCE DEVELOPED IN ACCORDANCE WITH
 SECTION 415.2.C.1 OR 415.2.B.1. THIS CAN BE
 DEMONSTRATED ON THE PLANS INDICATING THE WATTAGES OF
 THE LUMINAIRES CHOSEN FOR THE PROJECT CONFORM TO THE
 DENSITY REQUIREMENTS. INDICATE WATTAGES ON THE FIXTURE
 SCHEDULE TO CORRELATE WITH THE ONES IN THE
 CALCULATIONS.
  
 9} SEE 13-415.2.ABC.1.2 FOR TRACK LIGHTING, ALSO NOT
 LISTED IN THE FIXTURE SCHEDULE.
  
 10} ON SHEET E7.0 THE CIRCUIT NUMBERS FOR AHU #2 ARE
 MISSING. 408.4 NEC.
  
 11} THE WATER COOLER CIRCUIT NUMBERS IS MISSING. 408.4
  
 12} NO PANEL DESIGNATION OR CIRCUIT NUMBERS ARE GIVEN
 FOR AHU#3 IN THE ELECTRICAL ROOM, ALSO SEE
 110.26(F)(1)(B) REGARDING THE LOCATION OF THAT UNIT.
  
 13} SHEET E-10.0. & E-11.0 PROVIDE DENSITY CALCULATIONS
 PER 13-415.2.ABC.1.3 EXTERIOR BUILDING LIGHTING POWER.
  
 14} SHEET E-16.0 PROVIDE MANUFACTURERS INSTALLATION
 INSTRUCTIONS AND WIRING DIAGRAM FOR THE SOLAR PANEL
 SYSTEM. ALSO SEE 30 AMP DISCONNECT IN THE MAIN
 ELECTRICAL EQUIPMENT ROOM PRESUMABLY FOR THE SOLAR
 SYSTEM, SEE COMMENT #4.
  
 15} WIND LOAD CALCULATIONS MUST BE SUBMITTED FOR THE F8
 FIXTURE ON SHEET E-16.0 AS NOTE #1 INDICATES, BEFORE IT
 CAN BECOME PART OF THIS PERMIT.1609.1 FBC.
  
 16} THE MAIN ELECTRICAL EQUIPMENT ROOM SHOWN ON SHEET
 E-16.0 SHOWS ONE EXIT DOOR ON THE EAST SIDE OF THE
 ROOM. SHEETS E-2.0 AND E-10.0 SHOW A SECOND DOOR ON THE
 SOUTH SIDE UNDER AHU #3 IS TO BE LOCATED. CORRELATE THE
 SHEETS TO SHOW THE DESIGNERS INTENT. 106.1.1 FBC AS
 AMENDED.
  
 17} SHEET E-16.0 SOLAR PANEL SYSTEM SCHEMATIC.
 REGARDING GROUNDING-690.47(C) (1) A GROUNDING-ELECTRODE
 CONDUCTOR SHALL BE CONNECTED BETWEEN THE IDENTIFIED DC
 GROUNDING POINT TO A SEPARATE DC GROUNDING ELECTRODE.
 THE DC GROUNDING-ELECTRODE CONDUCTOR SHALL BE SIZED
 ACCORDING TO 250.166. THE DC GROUNDING ELECTRODE SHALL
 BE BONDED TO THE AC GROUNDING ELECTRODE TO MAKE A
 GROUNDING ELECTRODE SYSTEM ACCORDING TO 250.52 AND
 250.53. THE BONDING CONDUCTOR SHALL BE NO SMALLER THAN
 THE LARGEST GROUNDING ELECTRODE CONDUCTOR, EITHER AC OR
 DC. INDICATE SIZE AND BONDING TO THE A/C GEC SYSTEM.
  
 SHEET E-18.0
  
 18} THE CIRCUITS FOR AHU #1,2&3 DO NOT CORRELATE WITH
 THE SPECIFICATIONS AND SCHEDULES ON SHEET AC-5. 408.4
 NEC.
  
 19} PANEL "WF" HAS ALL CIRCUITS LISTED AS FEEDING WATER
 FEATURE #6, ONE SHOULD BE DESIGNATED FOR WF #5, SEE
 SHEET E-4.0.
  
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2009-08-27 Cont ID  
Sent By efabian Date 2009-08-27 Time 12:54 Rev Time 0.50
Received By efabian Date 2009-08-27 Time 12:54 Sent To E
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2009-04-06 Cont ID  
Sent By mgonzale Date 2009-04-06 Time 10:36 Rev Time 1.00
Received By mgonzale Date 2009-04-06 Time 10:35 Sent To  
Notes
2009-04-06 10:36:42NO CHANGE TO CIVIL SHEETS PREVIOUSLY LOOKED AT.
 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2009-03-03 Cont ID  
Sent By mgonzale Date 2009-03-03 Time 13:01 Rev Time 1.00
Received By mgonzale Date 2009-04-06 Time 10:35 Sent To  
Notes
2009-03-03 13:02:20**** APPROVED ****
  
 ENGINEERING PLANS HAVE BEEN REVIEWED. STAMPED SHEETS C1
 THRU C20.
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2009-04-23 Cont ID  
Sent By mawillia Date 2009-04-23 Time 13:01 Rev Time 0.00
Received By mawillia Date 2009-04-23 Time 11:29 Sent To  
Notes
2009-04-23 12:42:33*****APPROVED*****
  
 THE COMMENTS FROM THE PREVIOUS FIRE PLAN REVIEW HAVE
 BEEN ADDRESSED; PLAN SHEETS C17, LS-1.0, A-2.0, A-5.1,
 A-5.3, A-8.0, P-6, E-6.0, AND FA-1.0 & FA2.0 WERE
 STAMPED, INITIALED, AND DATED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2009-02-27 Cont ID  
Sent By mwennerg Date 2009-02-27 Time 12:52 Rev Time 0.00
Received By mwennerg Date 2009-02-27 Time 12:52 Sent To  
Notes
2009-02-27 13:28:27***DENIED***
  
 1) CLEARLY IDENTIFY HOW WORK WILL IMPACT EXISTING FIRE
 HYDRANTS ON CIVIL SHEETS. SEVERAL OF THE DEMOLITION AND
 WATER PLANS DON'T SEEM TO PROVIDE INFORMATION RELEVANT
 TO WATER SUPPLY.
  
 2) OCCUPANT LOAD SIGNS TO BE POSTED AT APPLICABLE
 LOCATIONS. CONTACT THE BUREAU OF FIRE PREVENTION AT
 (561) 804-4756 FOR ASSISTANCE.
  
 3) A KNOX BOX IS REQUIRED TO BE INSTALLED FOR AFTER
 NORMAL BUSINESS HOURS EMERGENCY RESPONSES AND ACCESS TO
 BUILDING.
  
 4) SEPARATE SHOP DRAWINGS AND PERMITS REQUIRED FOR FIRE
 SPRINKLER AND FIRE ALARM SYSTEMS PRIOR TO EQUIPMENT
 INSTALLATION. ADDITIONALLY, THE FIRE SPRINKLER LAYOUT
 IS REQUIRED UNDER THIS PERMIT APPLICATION. MANUFACTURER
 SPECIFICATION SHEETS AND CALCULATIONS WILL BE REQUIRED
 AT THE TIME OF SEPARATE PERMITTING FOR EACH SYSTEM.
  
 5) THE BUILDING SEEMS TO SUGGEST A COMPLETE SMOKE
 DETECTION SYSTEM WITH NO COVERAGE SHOWN IN THE
 ELECTRICAL ROOM.
  
 6) ALL MEANS OF EGRESS AND EXTERIOR WALKING SURFACES
 SHALL BE SLIP RESISTANT.
  
 7) SHEET WP A-8.0 INDICATES THE MINIMUM INTERIOR FINISH
 CLASSIFICATION FOR WALLS AND CEILING USING NFPA 101,
 SEC. 36.3.3.2 FOR MERCANTILE OCCUPANCIES. BUILDING USE
 HAS BEEN IDENTIFIED AS ASSEMBLY IN THE PLANS.
  
 8) THE BUILDING ADDRESS IS ILLUSTRATED ON SHEET WP
 A-5.1. IN ADDITION TO THE MINIMUM HEIGHT REQUIREMENT OF
 6" FOR COMMERCIAL BUILDINGS, THE WIDTH SHALL BE MINIMUM
 1" AND THE NUMBER SHALL CONTRAST WITH THE BACKGROUND.
 THE ADDRESS IS TO BE VISIBLE FROM THE CENTER LINE OF
 THE STREET.
  
 9) DUCT SMOKE DETECTORS SHALL BE TIED INTO THE BUILDING
 FIRE ALARM AND INITIATE A GENERAL FIRE ALARM IN
 ACCORDANCE WITH LOCAL REQUIREMENTS. SINGLE MOUNTED
 DETECTORS TO BE INSTALLED IN THE SUPPLY DUCT. SHEETS
 AC-3, AC-4 AND WP FA-1.0, NOTE 8.
  
 10) SHEET E-7.0 INDICATES THE CONNECTION TO MOTORIZED
 EGRESS DOORS. PLEASE PROVIDE MORE INFORMATION REGARDING
 ANY IMPACT ON NORMAL EXITING OF BUILDING.
  
 11) THE FIRE ALARM RISER AND LEGEND PROVIDES NO
 INFORMATION REGARDING SUPERVISION OF FIRE SPRINKLER
 EQUIPMENT. (FLOWS AND TAMPERS)
  
 12) FIRE ALARM SYSTEM TO BE UL CERTIFICATED FOR CENTRAL
 STATION SERVICE. WORK SHALL COMPLY WITH NFPA 72, 2002.
  
 13) FIRE SPRINKLER WORK TO COMPLY WITH NFPA 13, 2002.
  
 14) PLANS DON'T APPEAR TO PROVIDE INFORMATION REGARDING
 THE LOCATION OF THE DOUBLE CHECK DETECTOR ASSEMBLY AND
 FIRE DEPARTMENT CONNECTION.
  
  
 MIKE WENNERGREN, ASST. FIRE MARSHAL
 FIRE PLAN REVIEW
 FIRE PREVENTION (561) 804-4756
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 6 Status   Date 2009-11-17 Cont ID  
Sent By btrobaug Date 2009-11-17 Time 12:58 Rev Time 0.00
Received By btrobaug Date 2009-11-17 Time 12:58 Sent To  
Notes
2009-11-17 12:59:04TO JIM./WRT.
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2009-09-08 Cont ID  
Sent By rbrown Date 2009-09-08 Time 17:56 Rev Time 0.00
Received By rbrown Date 2009-09-08 Time 17:56 Sent To  
Notes
2009-09-08 17:56:57STRUCTURAL SHOP DRAWING SUBMITTAL FOR BENCH FOUNDATION
 DETAIL. SENT TO JIM WITMER'S DESK.
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2009-07-28 Cont ID  
Sent By jgomez Date 2009-07-28 Time 17:01 Rev Time 0.00
Received By jgomez Date 2009-07-28 Time 17:00 Sent To  
Notes
2009-07-28 17:01:18SENT TO J. WITMER'S DESK.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2009-07-24 Cont ID  
Sent By rregueir Date 2009-07-24 Time 16:49 Rev Time 0.00
Received By rregueir Date 2009-07-24 Time 16:49 Sent To B
Notes
2009-07-24 16:50:02TO JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2009-04-02 Cont ID  
Sent By adarroug Date 2009-04-02 Time 09:39 Rev Time 0.00
Received By adarroug Date 2009-04-02 Time 09:39 Sent To  
Notes
2009-04-02 09:42:07TO "C41"
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-03-05 Cont ID  
Sent By lmartine Date 2009-03-03 Time 11:33 Rev Time 0.00
Received By rbrown Date 2009-02-03 Time 15:49 Sent To  
Notes
2009-02-03 15:49:28TO "COMM" BD#40
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2009-12-16 Cont ID  
Sent By jwitmer Date 2009-12-16 Time 11:33 Rev Time 0.77
Received By jwitmer Date 2009-12-16 Time 11:33 Sent To  
Notes
2009-12-16 11:35:03MECHANICAL REVISION 09120059
 AC-1 REV# 3 11-23-09
 AC-2 REV# 3 11-23-09
 AC-5 REV# 3 11-23-09
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2009-04-21 Cont ID  
Sent By rregueir Date 2009-04-21 Time 10:36 Rev Time 0.00
Received By rregueir Date 2009-04-21 Time 10:34 Sent To  
Notes
2009-04-21 10:36:39***PROVISO***
  
 PROVIDE DATA FROM CONDENSING UNIT MANUFACTURER SHOWING
 THESE OUTDOOR APPLIANCES ARE DESIGNED FOR WIND
 RESISTANCE IN ACCORDANCE WITH FBC-M 301.13. THIS DATA
 SHALL BE SUBMITTED FOR PLAN REVIEW PRIOR TO INSPECTION.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2009-03-03 Cont ID  
Sent By rregueir Date 2009-02-28 Time 08:52 Rev Time 0.00
Received By rregueir Date 2009-02-28 Time 08:52 Sent To  
Notes
2009-03-03 08:54:28REVIEW #: 1ST
 ACTION: DENIED
  
 FBC 2004 CODE FAMILY W/ 2007 SUPPLEMENTS
 FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH
  
 1. AC-1: THE SUPPLY DUCT FOR AHU-1 SHOWS A 100 CFM
 REGISTER UPSTREAM OF THE DUCT SMOKE DETECTOR. THE
 REQUIRED SMOKE DETECTORS SHALL BE INSTALLED TO MONITOR
 THE ENTIRE AIRFLOW CONVEYED BY THE SYSTEM IN ACCORDANCE
 WITH FBC-M 606.3.PLEASE SHOW ALL SUPPLY OUTLETS
 DOWNSTREAM OF THE SMOKE DETECTOR.
  
 2. AC-1: THERE ARE MULTIPLE MANUAL AND MOTORIZED VOLUME
 DAMPERS SHOWN TO BE LOCATED ABOVE GYPSUM WALLBOARD
 CEILINGS IN LOBBY 101, RESTROOM 104 AND CATERING 106.
 ALSO DH-1 AND THE SMOKE DETECTOR FOR AHU-1. PLEASE SHOW
 HOW THESE ARE TO BE ACCESSED IN ACCORDANCE WITH FBC-M
 306.1 AND FBC-M 603.15.
  
 3. AC-1: THE AIRFLOW VOLUME AS SHOWN ON FLOOR PLAN FOR
 AHU-1 DOES NOT CORRESPOND WITH THE VOLUME SHOWN ON THE
 EQUIPMENT SCHEDULE. IT APPEARS THAT ONE OF THE A TYPE
 REGISTERS SERVING COMMUNITY ROOM 102 HAS THE CFM
 DESIGNATION TRANSPOSED TO READ 272 INSTEAD OF 727.
 PLEASE VERIFY AND CORRECT AS NECESSARY TO COORDINATE
 FLOOR PLAN WITH THE EQUIPMENT SCHEDULE. FBC-M 603.1,
 FBC-B 106.1.1.
  
 4. AC-1 AND AC-5: FLOOR PLAN SHOWS F-2 IN CATERING ROOM
 106 WHILE THIS FAN APPEARS TO BE DESIGNATED AS F-4 ON
 THE FAN SCHEDULE. PLEASE COORDINATE FLOOR PLANS AND
 EQUIPMENT SCHEDULES IN ACCORDANCE WITH FBC-B 106.1.1
 AND FBC-M 304.1.
  
 5. AC-2: THIS PAGE SHOWS A ROOF CURB ATTACHMENT DETAIL
 FOR F-1. HOWEVER, THERE IS NO INFORMATION REGARDING THE
 WIND RESISTANCE CAPABILITIES FOR F-1 ITSELF. THIS
 APPLIANCE IS EXPOSED TO WIND AND SHALL BE DESIGNED TO
 RESIST ANTICIPATED WIND PRESSURES IN ACCORDANCE WITH
 FBC-M 301.13.
  
 6. AC-2: ROOF CURB DETAIL NOTE #4 REFERS TO STRUCTURAL
 PLANS FOR ADDITIONAL DETAIL AND WIND LOAD ANALYSIS FOR
 ROOF CURBS. NO SUCH DETAIL OR INFORMATION COULD BE
 FOUND IN THE STRUCTURAL PLANS. PLEASE CLARIFY WHERE
 THIS INFORMATION CAN BE FOUND. FBC-M 301.13 AND FBC-B
 106.1.1.
  
 7. AC-2: ROOF CURB DETAIL NOTE #1`4 APPEARS TO BE
 MISLABELED AS NOTE #15 ON THE DETAIL DRAWING. PLEASE
 CORRECT AND COORDINATE THE DETAIL NOTES WITH THE DETAIL
 DRAWING IN ACCORDANCE WITH FBC-B 106.1.1.
  
 8. AC-3: PLEASE CLARIFY THE SIZE OF CRUSHED ROCK TO BE
 USED IN THE DRYWELL. DETAIL NOTE #4 IS UNCLEAR AND
 NEEDS CORRECTION. FBC-M 307.2.1 AND FBC-B 106.1.1.
  
 9. AC-4: THE CONDENSING UNIT MOUNTING DETAIL DOES NOT
 CORRESPOND WITH THE CONDENSING UNIT DETAIL FOUND IN
 STRUCTURAL PLANS. WHICH IS CORRECT? ALSO, PLEASE
 PROVIDE INFORMATION FROM CONDENSING UNIT MANUFACTURER
 SHOWING THESE APPLIANCES ARE DESIGNED FOR WIND
 RESISTANCE IN ACCORDANCE WITH FBC-M 301.13.
  
 10. ENERGY CALCULATIONS: NO COOLING LOAD CALCULATIONS
 COULD BE FOUND INTHIS SUBMISSION. THEREFORE A COMPLETE
 REVIEW OF THE ENERGY CALCULATIONS CANNOT BE PERFORMED
 AT THIS TIME. A COOLING LOAD CALCULATION SHALL BE
 PERFORMED FOR NEWLY INSTALLED UNITS, AND THIS
 CALCULATION SHALL BE ATTACHED TO THE CODE COMPLIANCE
 FORM (ENERGY CALCULATIONS) SUBMITTED TO THE BUILDING
 DEPARTMENT WHEN THE BUILDING IS PERMITTED IN ACCORDANCE
 WITH FBC-B 13-407.1.ABC.1.1.
  
 NOTE: IF ADDITIONAL TIME IS NEEDED TO ADDRESS THE WIND
 RESISTANCE REQUIREMENTS FOR OUTDOOR APPLIANCES, THIS
 ITEM WILL BE MADE INTO A PROVISO TO ALLOW PERMIT
 ISSUANCE WHILE THE NECESSARY DATA IS BEING COMPILED.
 PLEASE ADVISE AS PART OF THE WRITTEN RESPONSE FROM THE
 DESIGN TEAM IF THIS OPTION IS DESIRED.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]
Review Stop P PLUMBING
Rev No 2 Status P Date 2009-04-28 Cont ID  
Sent By kstevens Date 2009-04-27 Time 08:41 Rev Time 0.00
Received By kstevens Date 2009-04-23 Time 16:48 Sent To  
Notes
2009-04-27 10:12:10 
  
  
 PASSED/PROVISO
  
 APPROVAL CONTINGENT ON INFORMATION RECEIVED FOR GREASE
 INTERCEPTOR REQUIREMENT. IF A GREASE INTERCEPTOR IS
 REQUIRED, THEN REVISION SHALL BE REQUIRED AS WELL AS A
 SEPARATE PERMIT FOR THE GREASE INTERCEPTOR.
  
 SHT WP/A-7.2 DETAIL B/WP-A-7.2 INDICATES WEEP DRAIN AND
 STATES "SEE PLUMB.". NO INFORMATION IS INDICATED ON THE
 PLUMBING SHEETS. PLEASE SUBMIT A DETAIL FOR THE DRAIN
 SHOWING HOW THE PIPING CONNECTS TO THE WEEP DRAIN.
 SUBMIT MANUF. SPECIFICATIONS FOR THE WEEP DRAIN.
 INDICATE HOW MANY WEEP DRAIN CONNECTIONS ARE THERE AND
 EXACTLY WHERE THE CONNECTIONS WILL BE LOCATED. SECTION
 106.1.2. (NOT SHOWN ON PLUMBING OR CIVIL SHEETS). -
 INFORMATION IS REQUIRED PRIOR TO INSPECTION.
  
  
 SHT P-3 ROOF DRAINAGE RISER DIAGRAMS. ROD/1 IS SHOWN AS
 3 INCH ROD ON THE RISER DIAGRAM BUT AS 4 INCH ROD ON
 SHT P-2. ALSO THE HORIZONTAL PIPING SHALL BE 4" PER
 TABLE 1106.3. PLEASE CORRELATE AND SHOW THE PIPE SIZE.
 SECTION 106.1.1. -- REVISION REQUIRED PRIOR TO
 INSPECTION.
  
 .
Review Stop P PLUMBING
Rev No 1 Status F Date 2009-02-25 Cont ID  
Sent By kstevens Date 2009-02-25 Time 11:58 Rev Time 0.00
Received By kstevens Date 2009-02-24 Time 16:49 Sent To  
Notes
2009-02-25 14:45:31DENIED
 REFERENCE:
 FBC-2004 PLUMBING
 FBC-2004 BUILDING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 FBC-2004 CHAPTER 13
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
 CITY WPB MINICIPAL CODE
  
 1. SHTS IR-1 THRU IR-4 INDICATE THE LOCATION OF THE
 WATER SOURCE(S), METER(S), BACKFLOW(S), CONTROLLER(S) &
 RAIN SENSOR(S). SECTIONS 106.1.2, 608.13.2, 608.13.5 &
 APPENDIX F PART II (J) WITH FS 373.62.
  
 2. SHTS IR-1 THRU IR-5 THE LANDSCAPE ARCHITECT BUSINESS
 LICENSE NUMBER, (CERTIFICATE OF AUTHORIZATION), IS
 MISSING FROM THE TITLE BLOCKS. FAC 61G1-16.004(2) & FS
 481.306. ALSO THE DATE THE SEAL AND SIGNATURE ARE
 AFFIXED SHALL APPEAR BY THE SIGNATURE ON EACH SHEET.
 FAC 61G1-16.003, 61G1-16.004(5) & FS 481.306.
  
 3. SHT LS-1.0 CALCULATIONS FOR EGRESS CAPICITY
 INDICATES 15 SF PER PERSON. PER TABLE 1004.1.2
 OCCUPANCY A3 15 SF PER PERSON IS FOR UNCONSENTRATED,
 (TABLES & CHAIRS). SINCE THERE CAN ALSO BE STANDING
 SPACE WITH OUT THE TABLES & CHAIRS, THE CALCULATIONS
 SHALL INDICATE THE WORST CASE SCENARIO, STANDING SPACE.
 3005 SF @ 5 SF PER PERSON EQUALS 601. TOILET FACILITIES
 PER TABLE 403.1 601 DIVIDED BY 2 EQUALS 301 FOR MALE
 AND 301 FOR FEMALE. FOR MALE THE WATER CLOSET
 REQUIREMENTS ARE 3, 301 DIVIDED BY 125 EQUALS 2.408
 ROUNDED UP TO 3. FOR FEMALE THE WATER CLOSET
 REQUIREMENTS ARE 5, 301 DIVIDED BY 65 EQUALS 4.63
 ROUNDED UP TO 5. ONE MORE WATER CLOSET IS REQUIRED FOR
 THE FEMALE TOILET ROOM.
  
 4. SHT LS-1.0 TWO DRINKING FOUNTAINS ARE REQUIRED PER
 TABLE 403.1. A HIGH/LOW DRINKING FOUNTAIN IS CONSIDERED
 AS ONE DRINKING FOUNTAIN AS THERE IS ONLY ONE WATER
 SUPPLY AND ONE TRAP AND WASTE ARM. SECTIONS 602.2 &
 1002.1. PLEASE INDICATE THE LOCATION OF THE 2ND
 DRINKING FOUNTAIN. (ALSO SEE SECTION 410.1.)
  
 5. SHT LS-1.0 SHOWS CATERING. MORE INFORMATION IS
 REQUIRED. WILL THERE BE FOOD PREP AT THE CATERING. -- A
 GREASE INTERCEPTOR MAY BE REQUIRED. PLEASE CONTACT THE
 UTILITY DEPT. INDUSTRIAL PRETREATMENT, ENVIRONMENTAL
 COMPLIANCE. PLEASE CONTACT HOLLY MCGRATH, LABORATORY
 SUPERVISOR BY PHONE (561) 822-2271, BY FAX (5610
 822-2279 OR BY E-MAIL [email protected]. ARTICLE III
 SECTION 90-124(7). A WRITTEN DETERMINATION SHALL BE
 SUBMITTED INDICATING THE RESULTS FROM UTILITY DEPT.
  
 6. SHTS WP/A-3, WP/A-5.0 & WP/A-5.1. SUBMIT A DETAIL
 FOR THE EMERGENCY OVERFLOW SCUPPERS. SHOW THE HEIGHT &
 WIDTH OF THE OPENING AS WELL AS THE DISTANCE FROM THE
 ROOF TO THE FLOW LINE OF THE SCUPPER. SECTIONS 1503.4.3
 & TABLE 1106.7.
  
 7. SHT WP/A-7.2 DETAIL B/WP-A-7.2 INDICATES WEEP DRAIN
 AND STATES "SEE PLUMB.". NO INFORMATION IS INDICATED ON
 THE PLUMBING SHEETS. PLEASE SUBMIT A DETAIL FOR THE
 DRAIN SHOWING HOW THE PIPING CONNECTS TO THE WEEP
 DRAIN. SUBMIT MANUF. SPECIFICATIONS FOR THE WEEP DRAIN.
 INDICATE HOW MANY WEEP DRAIN CONNECTIONS ARE THERE AND
 EXACTLY WHERE THE CONNECTIONS WILL BE LOCATED. SECTION
 106.1.2. (NOT SHOWN ON PLUMBING OR CIVIL SHEETS).
  
 8. SHT P-3 ROOF DRAINAGE RISER DIAGRAMS. ROD/1 IS SHOWN
 AS 3 INCH ROD ON THE RISER DIAGRAM BUT AS 4 INCH ROD ON
 SHT P-2. ALSO THE HORIZONTAL PIPING SHALL BE 4" PER
 TABLE 1106.3. PLEASE CORRELATE AND SHOW THE PIPE SIZE.
 SECTION 106.1.1.
  
 9. SHT P-3 WATER RISER DIAGRAM. IDENTIFY THE FITTINGS
 AT THE TOP OF EACH FIXTURE SUPPLY. THIS IS NOT
 INDICATED ON THE PLUMBING SYMBOL LEGEND. SECTION
 106.1.2.. (MORE INFORMATION REQUIRED). IF THE FITINGS
 ARE AIR CHAMBERS, THEY ARE NOT APPROVED AND SHALL BE
 DELETED. SECTION 604.9 & PDI-WH 201.
  
 10. SHT P-7 PLUMBING SPECIFICATIONS. ITEM NUMBER 8. AIR
 CHAMBERS ARE NOT APPROVED AND REFERENCE TO AIR CHAMBERS
 SHALL BE DELETED. SECTION 604.9 & PDI-WH 201.
  
 11. THE ENERGENCY CALCULATIONS SUBMITTED SHOW
 CALCULATION FOR WATER HEATERS BUT THERE ARE TWO
 INSTA-HOT WATER HEATERS INDICATED ON SHEETS P-3 & P-5.
 ALSO THERE IS NOT INFORMATION FOR THE PIPING
 INSULATION. PLEASE SHOW COMPLIANCE WITH CHAPTER 13 OF
 THE BUILDING CODE. ENERGY EFFICIENCY.
  
 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. REMOVE
 ALL VOID SHEETS FROM ALL PLANS AND PLACE
 ONE SET OF THEM LOOSELY ON TOP OF THE
 COLLATED PLANS TO BE REVIEWED.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
  
Review Stop Z ZONING
Rev No 2 Status P Date 2009-04-06 Cont ID  
Sent By mflis Date 2009-04-06 Time 10:04 Rev Time 0.00
Received By mflis Date 2009-04-06 Time 10:04 Sent To  
Notes
2009-04-06 10:09:39ZONING REVIEW: PASSED WITH PROVISO:
  
 1) ALL FINAL FINISHES SHALL BE REVIEWED AND APPROVED BY
 THE CITY.
  
 2) C-7 - CONFIRM ALL PUMP VAULTS ARE LOCATED FULLY
 BELOW GRADE. IF NOT CONFIRM, THAT ANY ABOVE GROUND
 APPURTENANCES ARE NOT LOCATED IN SIDEWALKS OR OTHER
 TRAVEL AREAS.
  
 3) C-8 - CATCH BASIN (DECK DRAIN) #D1 LOCATED ON DECK
 OF PAVILION IS VERY CLOSE TO A SPECIMEN TREE. CONFIRM
 THAT THIS PLACEMENT WILL NOT CONFLICT WITH GROWTH OF
 TREE. IF NECESSARY, MOVE DRAIN TO CLEAR TREE.
  
 4) LD-3 - AS AN ALTERNATE, BIKE RACKS MAY BE "INVERTED
 "U" OR "HITCHING POST" TYPE MODELS, WHICH ARE NOW THE
 CITY STANDARD.
  
 5) LP-12 AND SIMILAR - PLEASE ADJUST HATCH OF PAVERS SO
 THAT LANDSCAPE NOTES AND CALL-OUTS ARE LEGIBLE.
  
 6) A9.0 - TRELLISES INDICATE ALUMINUM BEAMS. PLEASE
 CONFIRM THAT THIS SHOULD BE STEEL.
  
 MATT FLIS - 822-1445
Review Stop Z ZONING
Rev No 1 Status P Date 2009-02-17 Cont ID  
Sent By mflis Date 2009-02-17 Time 13:08 Rev Time 0.00
Received By mflis Date 2009-02-17 Time 13:08 Sent To  
Notes
2009-02-17 14:20:11ZONING REVIEW: PASSED WITH PROVISO:
  
 1) DESIGN DETAILS AND MATERIALS SHALL BE SUBJECT TO
 REVIEW AND APPROVAL SEPARATELY THROUGH DESIGN TEAM.
  
 2) A 1.4 - PLANTER LOCATED AT NORTHWEST CORNER, NEAR
 PALM AND STAIRS, NEEDS TO BE ADJUSTED TO REMOVE "PINCH
 POINT". ANGLE OF PLANTER SHOULD BE ADJUSTED TO SMOOTH
 OUT.
  
 3) LH-2 - REINFORCED CONCRETE IS INDICATED ON PORTION
 OF LANDING AREA. THIS SECTION IS NOT BEING LOWERED
 ANYMORE. IS THERE A REASON THIS NEEDS TO BE CONCRETE,
 OR CAN PAVERS CONTINUE OVER THIS SECTION?
  
 4) E-11.0 AND SIMILAR - LA AND ELEC ENGINEER TO
 COORDINATE LOCATIONS OF VERTICAL FIXTURES (POLES) TO
 CONFIRM THERE IS NO CONFLICT WITH LANDSCAPE MATERIALS
 (TREES).
  
 5) ON CIVIL AND GENERAL SITE PLANS, ON-STREET PARKING
 SHALL BE INDICATED ALONG STREETS, INCLUDING STRIPING,
 TO CONFIRM LOCATIONS AND SPACING.
  
 MATT FLIS - 822-1445


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