Plan Review Details - Permit 08120369
Plan Review Stops For Permit 08120369
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2008-12-17 Cont ID  
Sent By jnguyen Date 2008-12-17 Time 09:43 Rev Time 0.00
Received By jnguyen Date 2008-12-17 Time 09:19 Sent To  
Notes
2008-12-17 09:37:34BACK ON 11-24-2008, THE ARCHITECT, STEPHEN L. BORUFF
 STOPPED BY MY OFFICE WITH A SITE PLAN FOR THIS PARCEL
 (PCN# 74434322000050050), WHERE THE CITY OF WPB LIBRARY
 CURRENTLY IS. ONCE THE CITY LIBRARY WAS GOING TO BE
 DEMOLISHED, THE SITE PLAN SHOWED THE PROSPECTIVE
 CONSTRUCTION OF A VISITOR'S CENTER ON THE NORTH SIDE OF
 THIS PARCEL WITH ACCESS OFF N CLEMATIS ST & A PAVILLION
 BUILDING ON THE SOUTH SIDE WITH ACCESS OFF S FLAGLER
 DR. I ISSUED THE PRIMARY ADDRESS OF 100 N CLEMATIS ST
 TO THE PROPOSED VISITOR'S CENTER (WHICH THIS PARTICULAR
 PERMIT RELATES TO IN INITIATING PHASE 1A). THE NEW
 VISITOR'S CENTER WILL TAKE OVER & ASSUME THE SOON-TO-BE
 DEMOLISHED CITY LIBRARY'S OLD PRIOR ADDRESS OF 100 N
 CLEMATIS ST, WHEREAS THE PROPOSED PAVILLION BUILDING
 WAS ISSUED AN ADDRESS OF 101 S FLAGLER DR.
2008-12-16 16:11:05NEED ADDRESS FOR THIS LOCATION - OLD LIBRARY IS THERE
 AT THIS TIME
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2009-09-10 Cont ID  
Sent By jwitmer Date 2009-09-10 Time 12:00 Rev Time 0.50
Received By jwitmer Date 2009-09-10 Time 11:30 Sent To  
Notes
2009-09-10 12:01:11SHOP DRAWINGS AND UPDATE OF NOA
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2009-05-19 Cont ID  
Sent By jwitmer Date 2009-05-19 Time 13:49 Rev Time 0.75
Received By jwitmer Date 2009-05-19 Time 13:00 Sent To  
Notes
2009-05-19 13:20:23REVISION# 3 SHEET S1, S1A, S2, S3, & S5.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2009-04-01 Cont ID  
Sent By jwitmer Date 2009-04-01 Time 10:25 Rev Time 3.33
Received By jwitmer Date 2009-03-31 Time 10:25 Sent To  
Notes
2009-03-31 10:31:06BUILDING PLAN REVIEW
 PERMIT: 08120369
 ADD: 100 N CLEMATIS ST
 CONT: CATALFUMO
 TEL: (561)282-8265
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 APRIL 1/ 2009
  
 ARCHITECT: STEPHEN BORUFF
 STEPHEN L. BORUFF, AIA
 ARCHITECTS+ PLANNERS, INC.
  
 STRUCTURAL ENGINEER: TOLLIVER J. FRAZIER
 ONM&J STRUCTURAL ENGINEERS
  
  
 BUILDING PROVISO:
  
  
 1) ROOFING SYSTEMS:
 ROOF INSULATION REVIEW THE MINIMUM THICKNESS FOR A 20.4
 R-VALUE SEE ENERGY INPUT DATA REPORT
 PRODUCT APPROVAL NOA 07-0228.04
 DECK TYPE 21: STEEL INSULATED
 DECK DESCRIPTION 18-22 GAUGE TYPE B
 SYSTEM TYPE B(1)
 MAXIMUM DESIGN PRESSURE -75 PSF LIMITATION # 7 ALLOWS
 FOR ENHANCED FASTENING S-4 FOR THE ROOF ZONE 3 REQUIRES
 -107.
 THE RAS 117 CALCULATIONS CAN BE COMPLETED BY EITHER A
 ARCHITECT, ENGINEER OR REGISTEERED ROOF CONSULTANT.
  
 ARCHITECT RESPONSE: ROOFING SHOP DRAWING/ PRODUCT
 SUBMITTAL SHALL INCLUDE FASTENER CALCULATIONS.
 FASTENER CALCULATIONS ARE TO BE SUBMITTED AS PART OF
 THE ROOFING PERMIT UNDER SEPERATE REVIEW.
  
 2) 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 BEFORE A CERTIFICATE OF OCCUPANCY WILL BE
 ISSUED.
  
 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 jwitmer Date 2009-02-23 Time 14:43 Rev Time 7.77
Received By jwitmer Date 2009-02-23 Time 14:43 Sent To  
Notes
2009-02-23 16:54:24BUILDING PLAN REVIEW
 PERMIT: 08120369
 ADD: 100 N CLEMATIS ST
 CONT: CATALFUMO
 TEL: (561)282-8265
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 FEB. 23,2006
 2ND 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. 106.1* /2004
 SUBMITTAL DOCUMENTS WEST PALM BEACH ADMINISTRATIVE
 CODE.
  
 1C) COMPLIED.
  
 2) QUEATIONABLE SOILS COMPLIED. SEE FOUNDATION PERMIT
 FOR SOILS ENGINEEER.
  
 3) BUILDING PROVSO:BUILDING LOCATION: THIS STRUCTURE IS
 LOCATED WITH A A-5 FLOOD ZONE. THE FINISH FLOOR CAN NOT
 HAVE A FINISH FLOOR ELEVATION LESS THAN 7'-6".
  
 4-7) COMPLIED.
  
 8) SHEET VC A-1.0 ACCES RAMP SECTION INDICATES THE USE
 OF STAINLESS STEEL CABLES ON ALUMINUM POST HANDRAIL
 SYSTEM. SHOW COMPLIANCE WITH:
 1607.7.1.1 CONCENTRATED LOAD.
 HANDRAIL ASSEMBLIES AND GUARDS SHALL BE ABLE TO RESIST
 A SINGLE CONCENTRATED LOAD OF 200 POUNDS (0.89 KN),
 APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP,
 AND HAVE ATTACHMENT DEVICES AND SUPPORTING STRUCTURE TO
 TRANSFER THIS LOADING TO APPROPRIATE STRUCTURAL
 ELEMENTS OF THE BUILDING. THIS LOAD NEED NOT BE ASSUMED
 TO ACT CONCURRENTLY WITH THE LOADS SPECIFIED IN THE
 PRECEDING PARAGRAPH.
 1607.7.1.2 COMPONENTS.
 INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL),
 BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO
 WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50
 POUNDS (0.22 KN) ON AN AREA EQUAL TO 1 SQUARE FOOT
 (0.093M2), INCLUDING OPENINGS AND SPACE BETWEEN RAILS.
 REACTIONS DUE TO THIS LOADING ARE NOT REQUIRED TO BE
 SUPERIMPOSED WITH THOSE OF SECTION 1607.7.1 OR
 1607.7.1.1.
  
 9) VC A-1.0, VC A-5.0 & VC A-6.0 ALL INDICATE THE USE
 OF HI-LO DRINKING FOUNTAINS SHEET VC A-6.0 INDICATES
 THE MAXIMUM HEIGHT THE UNITS ARE TO BE SEET AT BUT FAIL
 TO INDICATE THE MINIMUMHIGTH TO NOT BE CONSIDERED
 PROTRUDING OBJECTS 11-4.4.1.SEE FIGURE 11-8(A)(B). THE
 LOW SIDE IS IN COMPLIANCE BUT THE HIGH SIDE WOULD NEED
 A APRON TO DROP IT TO THE DESIRED HEIGTH.
  
 10) COMPLIED.
  
 11) 2ND REQUEST, DISCREPANCY IN PLANS BETWEEN VC A-3.0
 & VC A-7.0 PLEASE REVIEW WHERE THE TRUE LOWEST POINT IN
 THE ROOF WILL BE AND THE DISTANCE FROM THE FRONT EDGE
 OF THE ROOF. IT APPEARS THE ROOF DRAINS ARE LOCATED
 APPROXIMATELY 5'-9" BACK FROM THE FRONT DEGE OF THE
 ROOF WHERE AS THE SCUPPERS ARE LOCATED ONLY 4'-0" AWAY
 FROM THE FRONT EDGE OF THE ROOF.SHEET VC A-7.0 IT
 APPEARS THE ROOF DRAINS ARE NOT LOCATED IN THE LOWEST
 PORTION OF ROOF. 1503.4. THE NEW DETAIL 2 LOCATED
 WITHIN SHEET VC A-3.0 THE ROOF DRAIN IS LOCATED HIGHER
 THAN THE HIGHEST POINT IN THE CRICKET, IN OHTER WORDS
 THE ROOF DRAINS WILL NOT TAKE ANY OF THE RUN OFF AND
 THE OVER FLOW SCUPPERS WILL TAKE ALL THE ROOF RAIN
 WATER. AS DRAWN 9" OF WATER WILL POND. 1503.4.3.
  
 12) 2ND REQUEST PLEASE PROVIDE A ROOFING CUT SECTION AT
 THE ROOF DRAINS INDICATING THE TYPE OF INSULATION TO BE
 INSTALLED, PLEASE ALSO NOTE THE ENERGY CALCULATIONS
 INDACATE A MINIMUM OF R-20.4 VALUE FOR ROOF INSULATION.
 WITHIN THE ROOFING PRODUCT APPROVAL PLEASE HIGHLIGHT OR
 CIRCLE THE SUB-SYSTEM TO BE INSTALLED AND PLEASE
 SPECIFY THE TYPE OF INSULATION AND HICKNESS IT WILL
 TAKE TO MEET THE REQUIREMEENTS OF THE ENERGY CODE,
 PLEASE SEE BOAFS INFORMAL INTERPRETATION ON
 13-404.ABCD.1 THE NEW DETAIL# 2 LOCATED ON SHEET VC
 A3.0 INDICATES A NOTE OF 2" MINIMUM INSULATION AT THE
 ROOF DRAIN. THE ROOFING PRODUCT APPROVAL SUB,MITTED
 INDICATES THE USE OF POLYTHERM ROOFINSULATION TO
 ACHIEVE A R-VALUE OF 20.4 THE MINIMUM ROOF INSULATION
 LOCATED AT THE ROOF DRAIN WOULD BE 3.25 INCHES, SEE
 MANUFACTURERS SPEC.
  
 13) 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
 AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS
 OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE
 TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 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.
  
 FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, PROVIDE 2
 COPIES OF PRODUCT TESTING REPORTS, EITHER MISSING
 REPORTS OR MISSING INFORMATION ARE AS FOLLOWS:
 13A) FIXED WINDOWS/STOREFRONT / (CURTAINWALL) HIGHLIGHT
 WHICH SYSTEM IS TO BE USED, SHEET VC A 8.1 DETAIL 5 AND
 9 . DETAIL# 5 INDICATES USE OF A 1X FASTENED TO A STEEL
 COLUMN NO INFORMATION IS PROVIDED
 FOR THE ATTACHMENT OF THE WOOD BUCK TO THE STEEL COLUMN
 IN THE ARCHITECTURAL NOR STRUCTURAL SHEET. THE SECOND
 ISSUE IS DETAIL# 9 THE TOP OF THE WINDOW FRAME IS
 ATTACHED DIRECTLY TO THE STEEL BUT NO
 INFORMATION IS PROVIDED ON THE ARCHITECTURAL NOR
 STRUCTURAL SHEET.
 13B) EXTERIOR GLAZED DOORS - TWO PRODUCT APPROVALS WERE
 SUBMITTED FOR GLAZED DOORS FL5705 CORRIM AND YKK NOA
 06-0306.02 WHICH IS TO BE INSTALLED?
 13C) EXTERIOR HOLLOW METAL DOORS- NO PRODUCT APPROVALS
 WERE SUBMITTED.
 13D) METAL WALL PANELS( WALL LOUVERS) OK
 13E) WALL LOUVERS OK
 13F) SOFFIT MATERIALS -STUCCO NO APPROVALS REQUIRED
 13G) ROOFING SYSTEMS
 1) ROOF INSULATION REVIEW THE MINIMUM THICKNESS FOR A
 20.4 R-VALUE SEE ENERGY INPUT DATA REPORT
 2) PRODUCT APPROVAL NOA 07-1030.01
 DECK TYPE 21: STEEL INSULATED
 DECK DESCRIPTION 18-22 GAUGE TYPE B
 SYSTEM TYPE B
 MAXIMUM DESIGN PRESSURE -90 PSF LIMITATION # 7 ALLOWS
 FOR ENHANCED FASTENING S-4 FOR THE ROOF ZONE 3 REQUIRES
 -107. THE RAS 117 CALCULATIONS CAN BE COMPLETED BY
 EITHER A ARCHITECT, ENGINEER OR REGISTEERED ROOF
 CONSULTANT.
  
 14-15) COMPLIED.
  
 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 1 Status F Date 2009-01-02 Cont ID  
Sent By jwitmer Date 2009-01-02 Time 15:18 Rev Time 0.00
Received By jwitmer Date 2009-01-02 Time 15:18 Sent To  
Notes
2009-01-02 16:58:01BUILDING PLAN REVIEW
 PERMIT: 08120369
 ADD: 100 N CLEMATIS ST
 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. 106.1* /2004
 SUBMITTAL DOCUMENTS WEST PALM BEACH ADMINISTRATIVE
 CODE.
  
 1C) INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST
 TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO
 THE 2004 FBC BUILDING WITH THE 2007 SUPPLEMENTS. SHEET
 S-3 INDICATES TWICE TO BE DESIGNED TO THE 2004 FBC WITH
 2006 SUPPLEMENTS, PLEASE UPDATE TO THE 2007
 SUPPLEMENTS.
  
 2) QUEATIONABLE SOILS WITHIN THE PERMIT PACKAGE IS A
 PRELIMINARY REPORT FORM ARDAMAN FILE # 08-2035. WITHIN
 THE REPORT IT STATES "WE WILL PERSENT SPECIFIC
 RECOMMENDATIONS ONCE THE NATURE OF THE BUILDINGS AND
 THE STRUCTURAL LOADS ARE DEFINED." APPRENTLY THERE IS
 ADDITIONAL INFORMATION THAT HAS BEEN SUBMITTED TO
 ARDAMAN SINCE A AUGOR PILE AND GRADE BEAM FOUNDATION
 HAS BEEN DESIGNED.
 PLEASE PROVIDE THE ADDITIONAL SOILS REPORT WITH THE
 RECOMMENDATION FOR AUGOR CAST PLIE SYSTEM.
 1802.2.1 QUESTIONABLE SOIL. WHERE THE SAFE-SUSTAINING
 POWER OF THE SOIL IS IN DOUBT, OR WHERE A LOAD-BEARING
 VALUE SUPERIOR TO THAT SPECIFIED IN THIS CODE IS
 CLAIMED, THE BUILDING OFFICIAL SHALL REQUIRE THAT THE
 NECESSARY INVESTIGATION BE MADE. SUCH INVESTIGATION
 SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 1802.4
 THROUGH 1802.6 .
  
 3) BUILDING LOCATION: THIS STRUCTURE IS LOCATED WITH A
 A-5 FLOOD ZONE. THE FINISH FLOOR CAN NOT HAVE A FINISH
 FLOOR ELEVATION LESS THAN 7'-6". AT THE EAST END OF THE
 BUILDING ELECTRIC ROOM# 104 THE FLOOR ELEVATION IS
 INDICATED AT 5'-6" OR 2 FEET BELOW THE ALLOWABLE FINISH
 FLOOR LEVEL.
  
 4) SHEET A1.1 PHASE 1A TEMORARY CONSTRUCTION PLAN,
 INDICATES A 4'-0" WAIDE WALKWAY ON THE WEST SIDE OF THE
 BUILDING. PLEASE GIVE ELEVATION MARKERS ON THIS
 SIDEWALK FROM THE EXISTING SIDEWALK TO THE EXTERIOR
 LANDING IN FORNT OF THE RESTROOMS AT ELEVATION 7'-6".
 THE DIFFERENCE IN GRADE MAY MAKE THIS PORTION OF
 SIDEWALK TO BE CONSIDERED A RAMP AND REQUIRE HANDRAILS
 ON BOTH SIDES, AND GUARD RAILS. 11-4.8.
  
 5) DURING PHASE 1A ARE ALL OF THE PILING AND GRADE
 BEAMS GOING TO BE PLACED AT THIS TIME OR WILL SOME OF
 THIS WORK OCCUR DURING A LATER PHASE?
  
 6) BOTH LS1.0 & VC A-1.0 INDICATE THE STAIRWAY DIRECTLY
 IN FRONT OF THE RESTROOMS. THE HANDRAIL EXTENSIONS (
 HORIZONTAL) ARE MISSING AT THE BOTTOM OF THE STAIRS.
 11-4.9.4(2) SEE FIGURE 11-19(C-D)
  
 7) SHEET VC A-1.0 ACCESS RAMP DETAILS 1& 2 BOTH
 INDICATE HANDRAILS LOCATED 2'-6" ABOVE THE RAMPS
 SURFACE, PLEASE REVIEW 11-4.8.5(5) TOP OF HANDRAIL
 GRIPPING SURFACES SHALL BE MOUNTED BETWEEN 34INCHES AND
 38 INCHES ABOVE THE RAMP SURFACES.
  
 8) SHEET VC A-1.0 ACCES RAMP SECTION INDICATES THE USE
 OF STAINLESS STEEL CABLES ON ALUMINUM POST HANDRAIL
 SYSTEM. SHOW COMPLIANCE WITH:
 1607.7.1.1 CONCENTRATED LOAD.
 HANDRAIL ASSEMBLIES AND GUARDS SHALL BE ABLE TO RESIST
 A SINGLE CONCENTRATED LOAD OF 200 POUNDS (0.89 KN),
 APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP,
 AND HAVE ATTACHMENT DEVICES AND SUPPORTING STRUCTURE TO
 TRANSFER THIS LOADING TO APPROPRIATE STRUCTURAL
 ELEMENTS OF THE BUILDING. THIS LOAD NEED NOT BE ASSUMED
 TO ACT CONCURRENTLY WITH THE LOADS SPECIFIED IN THE
 PRECEDING PARAGRAPH.
 1607.7.1.2 COMPONENTS.
 INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL),
 BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO
 WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50
 POUNDS (0.22 KN) ON AN AREA EQUAL TO 1 SQUARE FOOT
 (0.093M2), INCLUDING OPENINGS AND SPACE BETWEEN RAILS.
 REACTIONS DUE TO THIS LOADING ARE NOT REQUIRED TO BE
 SUPERIMPOSED WITH THOSE OF SECTION 1607.7.1 OR
 1607.7.1.1.
  
 9) VC A-1.0, VC A-5.0 & VC A-6.0 ALL INDICATE THE USE
 OF HI-LO DRINKING FOUNTAINS SHEET VC A-6.0 INDICATES
 THE MAXIMUM HEIGHT THE UNITS ARE TO BE SEET AT BUT FAIL
 TO INDICATE THE MINIMUMHIGTH TO NOT BE CONSIDERED
 PROTRUDING OBJECTS 11-4.4.1.SEE FIGURE 11-8(A)(B).
  
 10) VC A-3.0 THE LEFT HAND SECTION OF THE ROOF SYSTEM
 THE PLANS INDICATE DRAINAGE OF THE ROOF WITH SECONDARY
 DRAINAGE OVERFLOOW SCUPPER IN FLASHING, FORTHIS AREA OF
 ROOFING SAME ON THE RIGHT SIDE OF ROOF, THIS IS THE
 ONLY DRAINAGE FOR THIS PORTION OF ROOF, ALSO THERE IS
 NO DOWNSPOUT AS LOCATED ON THE RIGHT SIDE OF THE ROOF.
 1503.4.2 & 1503.4.3.
  
 11) DISCREPANCY IN PLANS BETWEEN VC A-3.0 & VC A-7.0
 PLEASE REVIEW WHERE THE TRUE LOWEST POINT IN THE ROOF
 WILL BE AND THE DISTANCE FROM THE FRONT EDGE OF THE
 ROOF. IT APPEARS THE ROOF DRAINS ARE
 LOCATED APPROXIMATELY 5'-9" BACK FROM THE FRONT DEGE OF
 THE ROOF WHERE AS THE SSCUPPERS ARE LOCATED ONLY 4'-0"
 AWAY FROM THE FRONT EDGE OF THE ROOF.SHHE VC A-7.0 IT
 APPEARS THE ROOF DRAINS ARE NOT LOCATED IN THE LOWEST
 PORTION OF ROOF. 1503.4.
  
 12) PLEASE PROVIDE A ROOFING CUT SECTION AT THE ROOF
 DRAINS INDICATING THE TYPE OF INSULATION TO BE
 INSTALLED, PLEASE ALSO NOTE THE ENERGY CALCULATIONS
 INDACATE A MINIMUM OF R-20.4 VALUE FOR ROOF INSULATION.
 WITHIN THE ROOFING PRODUCT APPROVAL PLEASE HIGHLIGHT OR
 CIRCLE THE SUB-SYSTEM TO BE INSTALLED AND PLEASE
 SPECIFY THE TYPE OF INSULATION AND HICKNESS IT WILL
 TAKE TO MEET THE REQUIREMEENTS OF THE ENERGY CODE,
 PLEASE SEE BOAFS INFORMAL INTERPRETATION ON
 13-404.ABCD.1
  
 13) 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
 AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS
 OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE
 TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 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.
  
 FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, PROVIDE 2
 COPIES OF PRODUCT TESTING REPORTS, MISSING REPORTS ARE
 AS FOLLOWS:
 13A) FIXED WINDOWS/STOREFRONT
 13B) EXTERIOR GLAZED DOORS
 13C) EXTERIOR HOLLOW METAL DOORS
 13D) METAL WALL PANELS
 13E) WALL LOUVERS
 13F) SOFFIT MATERIALS
 13G) ROOFING SYSTEMS
  
 THE DESIGNER OF RECORD HAS ISSUED A LETTER WITH THE
 LISTED PRODUCT APPROVALS FOR THE BUILDING, THE
 CONTRACTOR WILL STILL NEED TO SUBMIT 2 COPIES OT HTE
 FULL REPORT FOR VARIFICATION OF PRESSURES, EXCEPTIONS,
 AND LIMITATIONS WITH IN EACH REPORT. EVEN THOUGH SOME
 REPORTS ARE LISTED UNDER THE 2004 FBC WEBSITE, THEY MAY
 BE OLDER NOA'S UNDERTHE 2001 FBC WHERE 1 1/3RD STEEL
 INCREASES WERE TAKEN ON
 FASTENERS.
  
 14) S-1A FOUNDATION NOTE# 1 INDICATES ELEVATION 100'-0"
 IS XX.XX' NGVD, PLEASE FILL IN THE UNKNOWNS. FLOOD ZONE
 A5, MINIMUM FLOOR ELEVATION OF 7.5 NGVD. CITY CODE OF
 ORDINANCES.
  
 15) SHEET S-3 INDICATES THE DESIGN TO THE 2004 FBCBASE
 CODE WITH 2006 SUPPLEMENTS, UPDATE TO 2007 SUPPLEMENTS.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 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 E ELECTRICAL
Rev No 4 Status P Date 2009-09-30 Cont ID  
Sent By btrobaug Date 2009-09-30 Time 14:02 Rev Time 0.00
Received By btrobaug Date 2009-09-30 Time 14:02 Sent To PC
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2009-03-26 Cont ID  
Sent By btrobaug Date 2009-03-26 Time 11:34 Rev Time 0.00
Received By btrobaug Date 2009-03-26 Time 09:32 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2009-02-17 Cont ID  
Sent By btrobaug Date 2009-02-17 Time 16:20 Rev Time 0.00
Received By btrobaug Date 2009-02-10 Time 12:38 Sent To  
Notes
2009-02-17 15:12:36 
 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:
 THIS COMMENT WAS FROM THE PREVIOUS REVIEW
  
 17} PER 13-415.2.ABC.1.1. PAGE #2 OF THE ENERGY GAUGE
 INPUT DATA REPORT, DOES NOT INDICATE THE CORRECT NUMBER
 OF FIXTURES AS SHOWN ON THE PLAN, THE WATTAGES PER
 LUMINAIRE ARE INCORRECT, AND THE CONTROL TYPE MUST BE
 PER 13-415.1ABC.1.2. NO LIGHTING POWER DENSITIES PER
 13-415, INTERIOR OR EXTERIOR WERE GIVEN. COMPLY WITH
 CHAPTER 13 FBC.***THE EXTERIOR AND INTERIOR WATTAGES
 AND COUNTS DO NOT CORRELATE WITH THE LIGHTING FIXTURE
 SCHEDULE ON SHEET VC E-11.0.
  
 NEW COMMENT, SHEET VC E-5.0
  
 1} THE NOTE REGARDING THE FIXTURES TO BE DETERMINED AT
 A LATER DATE IS NOT ACCEPTABLE. A SYSTEM MUST BE SHOWN
 THAT MEETS THE REQUIREMENTS OF THE CODE. IT MAY BE
 REVISED AT A LATTER DATE. ALSO SEE 13-415.2.ABC.1.2 -3.
 THE WATTAGE OF LINE-VOLTAGE LIGHTING TRACK AND PLUG-IN
 BUSWAY THAT ALLOW THE ADDITION AND/OR RELOCATION OF
 LUMINAIRES WITHOUT ALTERING THE WIRING OF THE SYSTEM
 SHALL BE THE SPECIFIED WATTAGE OF THE LUMINARIES
 INCLUDED IN THE SYSTEM WITH A MINIMUM OF 30 WATTS PER
 LINEAR FOOT.
  
 2} SHEET VC E-10.0 AND AC-1 LOCATE THE AHU'S IN
 DIFFERENT SPACES IN THE ELECTRICAL ROOM. CORRELATE THE
 SHEETS AND SEE 110.26(F)(1)(B) 2005 NEC FOR FOREIGN
 SYSTEMS IN DEDICATED SPACE.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2009-01-12 Cont ID  
Sent By btrobaug Date 2009-01-12 Time 16:53 Rev Time 0.00
Received By btrobaug Date 2009-01-09 Time 11:12 Sent To  
Notes
2009-01-12 16:52:59 
  
 APPLICATION #08120369 ELECTRICAL PLAN REVIEW
 100 CLEMATIS STREET 1/9/09
 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, 2004 FBC AS AMENDED, CHAPTER 1, AND
 FOUND NONCOMPLIANT WITH THE FOLLOWING:
  
 1} SHEET E-1.0 GENERAL NOTE (1) DOES NOT INDICATE THE
 CODE CYCLE GOVERNING THIS PROJECT. PLEASE NOTE THE 2005
 NEC. 106.1.3 FBC.
  
 2} INDICATE THE KW RATING OF TRANSFORMER ?T2? ON SHEET
 E-3.0
  
 3} THIS BUILDING IS LOCATED IN FLOOD ZONE A-5. SHEET
 C12 SHOWS THE ELEVATION FOR THE ELECTRICAL ROOM @5? 6?.
  
 4} SHEET E-3.0 NOTE #2 INCORRECTLY REFERS TO SHEET
 E-9.0 FOR ELECTRICAL ROOM LAYOUT. THE ELECTRICAL ROOM
 LAYOUT IS MORE CLEARLY SHOWN ON SHEET E-11.0.
  
 5} THE 200 AMP OCP FOR THE PRIMARY PROTECTION IS NOT IN
 COMPLIANCE WITH 450.3(B), NOTE #1, 450.4 AND 240.6. 175
 MAX. SHEET E-3.0
  
 6} BY ROUTING THE TRANSFORMER ?T-CP? SECONDARY
 CONDUCTORS INTO A WIREWAY AND THEM TAPPING THEM BEYOND
 THE TRANSFORMER TAP THOSE CONDUCTORS ARE IN VIOLATION
 OF 240.21(B)(1 THROUGH 5) WHICH REQUIRE THE SECONDARY
 CONDUCTORS TO TERMINATE IN A SINGLE CIRCUIT BREAKER OR
 SET OF FUSES.A DISCONNECT WITH OVERCURRENT PROTECTION
 MAY BE ADDED AHEAD OF THE PANELS OR THE TRANSFORMER
 COULD BE TRIPLE LUGGED AND SEPARATE CONDUITS RAN
 DIRECTLY TO THE PANELS AND THE CONDUCTORS TERMINATING
 AT THE MAINS OF THE PANELS.
  
 7} THE GROUND RAN FROM FPL TRANSFORMER ?T2? TO SEVICE
 #1 AND SERVICE #2 IS NONCOMPLIANT WITH 250.6(A) AND
 CREATES A PARALLEL PATH WITH THE GROUNDED (NEUTRAL)
 CONDUCTOR. SEE 250.24(B) AND (C).
  
 8} SHEET E-4.0 NOTE #2 INCORRECTLY REFERENCES SHEET
 E-8.0 AS DETAILS FOR THE BUILDING AND FOUNTAIN. SHEET
 E-8.0 IS A GROUNDING DETAIL. 106.1.3 FBC AS AMENDED.
  
 9} SHEET E-7.0 HAS TWO HAND DRYER CIRCUITS LABELED
 L1-21, L1-26 ON THE PANEL SCHEDULE. 408.4 NEC.
  
 10} THE BATH RECEPTACLES MUST BE GFI PER 210.8(B)(1)
 SHEET E-7.0
  
 11} SHEET E-6.0 DOES NOT HAVE THE PANEL DESIGNATION OR
 CIRCUIT NUMBERS FOR THE RESTROOM LIGHTING. 408.4 NEC.
  
 12} PROVIDE MANUFACTURERS SPECIFICATIONS FOR VOLTAGE
 AND OVERCURRENT PROTECTION FOR THE AIR HANDLERS ON THE
 ?AC? SHEETS. 408.4 NEC.
  
 13} SHEET E-8.0 GROUNDING. ALL THE GROUNDS SHOWING
 BEING RUN TO THE GROUND RING MUST BE CONNECTED TO THE
 METAL ENCLOSURE OR THE GROUND BARS IN THE EQUIPMENT.
 THE NEUTRALS MUST BE ISOLATED FROM THE EQUIPMENT
 GROUNDS IN ALL PANELS EXCEPT ?SWBD-VC? AND THE 70 AMP
 DISCONNECT SERVICE SWITCH #2. SEE NOTE #7.
  
 14} SHEET E-10.0 RECEPTACLES MUST BE GFI PER
 210.8(B)(4) OUTDOORS IN PUBLIC SPACES?FOR THE PURPOSE
 OF THIS SECTION A PUBLIC SPACE IS DEFINED AS ANY SPACE
 THAT IS FOR USE BY, OR IS ACCESSIBLE TO, THE PUBLIC.
  
 15} SHEET E-10.0 ?SWBD-VC? IS SHOWN IN THE EXISTING
 FOUNTAIN EQUIPMENT ROOM. SHEET E-11 LOCATES THAT
 SERVICE EQUIPMENT IN THE ELECTRICAL EQUIPMENT ROOM.
 CORRELATE SAME.
  
 16} NOTES #1 AND #2 ARE INCORRECT, SHEET E-10.0
 REFERENCING ?ROOM LAYOUT ? AND ?PANEL SCHEDULES?.
  
 17} PER 13-415.2.ABC.1.1. PAGE #2 OF THE ENERGY GAUGE
 INPUT DATA REPORT, DOES NOT INDICATE THE CORRECT NUMBER
 OF FIXTURES AS SHOWN ON THE PLAN, THE WATTAGES PER
 LUMINAIRE ARE INCORRECT, AND THE CONTROL TYPE MUST BE
 PER 13-415.1ABC.1.2. NO LIGHTING POWER DENSITIES PER
 13-415, INTERIOR OR EXTERIOR WERE GIVEN. COMPLY WITH
 CHAPTER 13 FBC.
  
 18} THE CONDENSING UNITS ALSO MUST BE ABOVE THE BASE
 FLOOD ELEVATION.
  
 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 2 Status P Date 2009-03-03 Cont ID  
Sent By mgonzale Date 2009-03-03 Time 14:41 Rev Time 1.00
Received By mgonzale Date 2009-03-03 Time 14:41 Sent To  
Notes
2009-03-03 14:42:25*** APPROVED ***
  
 CIVIL SETS ACCEPTABLE. SHEET C-15 REMOVE LARGE METER
 DETAIL. CREATES CONFUSSION.
 [email protected] (561) 494-1085
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2009-01-20 Cont ID  
Sent By dlauderm Date 2009-01-20 Time 14:12 Rev Time 0.00
Received By dlauderm Date 2009-01-20 Time 14:08 Sent To  
Notes
2009-01-20 14:08:45FAILED.
 1) CIVIL PLAN SHOULD HAVE BEEN REVIEWED AND APPROVED
 FIRST THRU: ENGINEERING SERVICES DEPARTMENT, 1000 -
 45TH STREET, SUITE 15, WEST PALM BEACH FL 33407. PLEASE
 SUBMIT UPDATED PLANS WITH WRITTEN EXPLANATION OF
 COMMENTS. WHEN CONTACTING THE REVIEWER PLEASE REFERENCE
 THE PERMIT NUMBER. IF YOU HAVE ANY QUESTIONS PLEASE
 FEEL FREE TO CONTACT THE REVIEWER: DEAN S. LAUDERMILK,
 PROJECT COORDINATOR.
  
 2) POLLUTION CONTROL PLAN IS MISSING, PLEASE SUPPLY
 PLAN FOR ALL AREAS TO BE EXCAVATED AND THE SURROUNDING
 CATCH BASINS. ONLY SOME DETAILS ARE SHOWN ON SHEET C9.
  
 3) SHEET C2:
 3A) I AM CONFUSED AS TO WHAT IS PHASE 1A AND PHASE 1B.
 THIS SHEET SHOWS THE LARGE AREA TO BE 1A, C3 SHOWS IT
 AS 1B, WHILE C4 SHOWS THE LARGE AREA TO AGAIN BE 1A AND
 THE SMALL 2/3 BUILDING AREA TO BE 1A. PLEASE CORRECT
 THE DRAWINGS AND SUBMIT AN EXPLANATION OF THE PHASING
 AND WHAT IS TO TAKE PLACE. AS YOU WILL READ IN LATER
 COMMENTS IT IS CONFUSING WHEN THE DIFFERENT PHASES WILL
 TAKE PLACE AND WHAT THEY INVOLVE.
 3B) NOT ALL OF THE REVIEWING STAFF UNDERSTANDS THAT THE
 FIRST FLOOR DOORS TO THE LIBRARY ARE IN LINE WITH THE
 DEMOLITION AND CONSTRUCTION. SO, AT SOME TIME, FOR
 SOMETIME, THE DOORS TO THE GROUND FLOOR OF THE LIBRARY
 WILL BE COMPLETELY BLOCKED. PLEASE SHOW THE DOORS AND
 EXPLAIN HOW ACCESS WILL BE MAINTAINED.
 3C) THIS PLAN SHOWS THE REMOVAL OF THE CATCH BASIN AND
 THE PIPING TO THE CATCH BASIN TO THE EAST. PLEASE
 EXPLAIN OR SHOW HOW THIS AREA THAT NORMALLY FLOODS WILL
 BE PROTECTED FROM FLOODING WHILE THE LIBRARY REMAINS
 OPEN. THE FLOOR OF THE LIBRARY IS THE LOWEST POINT IN
 THE AREA (4.8"+- PER SHEET C4).
 3D) SHOULDN'T THE LIMITS OF THE DEMOLITION ALSO INCLUDE
 THE AREA TO THE EAST TO THE EXISTING CATCH BASIN, SINCE
 THE STORM SEWER IS TO BE REMOVED TO THE EAST TO THE
 NEXT CATCH BASIN?
 3E) DURING LOW TIDE YOU CAN SEE THAT THERE IS A LARGE
 PIPE (PERHAPS 24") MUDDED UP GOING NORTH FROM THE
 EXISTING CATCH BASIN TO BE REMOVED, NOTE IT ON THE PLAN
 THAT THERE MAY STILL BE PIPE IN THE GROUND TO THE NORTH
 THAT NEEDS TO BE REMOVED.
 3F) THE PLAN SHOWS THE REMOVAL OF THE DRIVEWAY SOUTH OF
 THE SIDEWALK, THIS CONCRETE AREA HAS 3 DUMPSTERS ON IT
 AND IS SIGNED; "PERMIT PARKING FOR THE LIBRARY". PLEASE
 EXPLAIN WHERE THE DUMPSTERS ARE TO BE RELOCATED TO
 DURING THE TIME THE LIBRARY IS OPEN AND WHERE THE
 LIBRARY STAFF WILL PARK (THERE WERE TWO CARS IN THIS
 SPACE TODAY, 1-20-09) AND ONE OF THEM WAS FOR AN ADA
 EMPLOYEE).
 3G) REMOVE NOTE ON ALL PLAN SHEETS (EAST OF FP&L
 MANHOLE) "CONTRACTOR TO FIELD VERIFY W.M. SIZE AND
 LOCATION PRIOR TO ORDERING TAP". THE REASON IS
 EXPLAINED ON C12.
  
 4) SHEET C3:
 4A) NOTES ARE INCORRECT, REMOVE NOTES ON ALL APPLICABLE
 PLAN SHEETS AND REVIEW REASONS UNDER SHEET C12:
 4A.1) UNDER NOTE FOR EXISTING WATER SERVICE "TO BE
 CONSTRUCTED DURING PHASE 1A". ALSO REMOVE THE ARROW.
 4A.2) UNDER NOTE FOR EXISTING SANITARY SERVICE "TO BE
 CONSTRUCTED DURING PHASE 1A". ALSO REMOVE THE ARROW.
 4B) ADD NOTE "PROTECT EXISTING WATER SERVICE FROM
 EXISTING METER TO THE BACKFLOW PREVENTERS, AND THEN
 INTO THE LIBRARY." WATER METER SERVING BUILDING IS OUT
 BY THE LIGHT POLE WEST OF SITE, NOT PICKED UP BY
 SURVEYOR.
 4C) ADD NOTE "PROTECT EXISTING WATER SERVICE FROM
 EXISTING METER TO THE BACKFLOW PREVENTERS, AND THEN
 INTO THE EXISTING IRRIGATION SYSTEM." SECOND WATER
 METER SERVING IRRIGATION SYSTEM IS OUT BY THE LIGHT
 POLE WEST OF SITE, NOT PICKED UP BY SURVEYOR.
 4D) ADD NOTE: "PROTECT EXISTING SANITARY SEWER
 SERVICE." EXISTING SANITARY SEWER SERVICE CROSSES THRU
 THE SITE FROM THE MANHOLE OUT IN THE STREET THRU THE
 CLEAN-OUT IN THE STREET TO THE LIBRARY CLEAN-OUT AT THE
 ENTRANCE DOOR.
  
 5) SHEET C4:
 5A) THE LAY-OUT OF THE RAMPS SHOWN ON THE CIVIL DO NOT
 MATCH THE DESIGN SHOWN ON A-1.1. PLEASE CORRECT ONE OR
 BOTH DRAWINGS. I AM ASSUMING THAT A-1.1 IS CORRECT,
 WHICH WILL STILL NOT WORK.
 5B) THERE IS NOT ENOUGH ROOM ON THE LANDING IN FRONT OF
 THE BATHROOM DOORS (THIS SHEET SHOWS IT AS A RAMP), FOR
 THE DOORS TO OPEN OUT FROM THE BATHROOMS AND SOMEONE
 WILL NOT BE ABLE TO GET BY IN A WHEEL CHAIR. PLEASE
 CORRECT.
 5C) THE EXISTING DRIVEWAY CAN NOT BE UTILIZED.
 5C.1) EXPLAIN WHY THE DRIVEWAY IS REQUIRED, THERE IS
 MORE THAN ENOUGH SPACE FOR ON STREET PARKING.
 5C.2) AS LAID OUT, IF A TRUCK BACKS INTO THIS SPACE IT
 WILL RUN INTO THE BUILDING.
  
 6) SHEET C5:
 6A) EXPLAIN HOW LONG THE BATHROOMS (AND THE FOUNTAIN)
 WILL BE OUT OF SERVICE SINCE THE WOOD PLATFORM WILL
 NEED TO BE REMOVED AND THE CONCRETE RAMP AND PLATFORM
 BE BUILT?
  
 7) SHEET C6:
 7A) NONE OF THE DETAILS FOR STORMWATER ON THIS SHEET
 WILL BE BUILT. REMOVE IT.
  
 8) SHEET C7:
 8A) NONE OF THE DETAILS FOR STORMWATER ON THIS SHEET
 WILL BE BUILT. REMOVE IT.
  
 9) SHEET C8:
 9A) NONE OF THE DETAILS FOR STORMWATER ON THIS SHEET
 WILL BE BUILT. REMOVE IT.
  
 10) SHEET C9:
 10A) NO DETAILS FOR PROTECTING CATCH BASINS ARE SHOWN
 ON THIS SHEET, PLEASE ADD MORE POLLUTION CONTROL
 DETAILS.
  
 11) SHEET C12:
 12A) THERE IS NO NEED FOR A 4" TAP TO SERVE A 5/8"
 WATER METER. TAKE IT OFF THE PLAN. INSTEAD SHOW TYING
 INTO THE BACK OF THE EXISTING 2" WATER SERVICE TO THE
 LIBRARY AND SERVING THE BUILDING THRU THAT LINE. THE
 SURVEYOR DID NOT PICK IT UP BUT THERE IS A 2" METER BOX
 NEXT TO THE LIGHT POLE AT THE CURB, USE IT. ALSO SHOW
 ABANDONING THE REST OF THE PIPE INTO THE LIBRARY WHEN
 IT IS DEMOLISHED.
  
 12B) THERE IS NO NEED FOR A NEW SANITARY SEWER LATERAL,
 THERE IS AN EXISTING 6" SANITARY SEWER LATERAL THAT
 COMES FROM THE MANHOLE IN THE STREET THRU THE CLEAN-OUT
 IN THE STREET (SHOWN ON THE PLAN) TO THE LIBRARY. THERE
 IS AN EXISTING CLEAN-OUT JUST OUTSIDE THE DOOR TO THE
 LIBRARY. SHOW CUTTING A "WYE" INTO THE LINE TO SERVE
 THE NEW BUILDING AND SHOW ABANDONING THE REST OF THE
 PIPE INTO THE LIBRARY WHEN IT IS DEMOLISHED.
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2009-04-02 Cont ID  
Sent By mawillia Date 2009-04-02 Time 11:57 Rev Time 0.00
Received By mawillia Date 2009-04-02 Time 11:08 Sent To  
Notes
2009-04-02 11:57:28*****APPROVED*****
  
 ALL COMMENTS FROM THE PREVIOUS FIRE PLAN REVIEWS HAVE
 BEEN ADDRESSED; DRAWING # 08096Z01, PLAN SHEETS LS-1.0,
 A-2.0, A-5.0, AND E-5.0 WERE STAMPED, INITIALED, AND
 DATED.
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2009-03-06 Cont ID  
Sent By mawillia Date 2009-03-06 Time 15:03 Rev Time 0.00
Received By mawillia Date 2009-03-06 Time 14:30 Sent To  
Notes
2009-03-06 15:03:35*****UNSAT*****
  
  
 THE APPROPIATE PLAN SHEETS TO BE FIRE STAMPED WHEN THE
 FOLLOWING TWO COMMENTS (OF THE PREVIOUS SEVEN) AS WELL
 AS THE OTHER PLAN EXAMINER'S COMMENTS HAVE BEEN
 ADDRESSED:
  
 3. DISPLAY/SHOW THE LOCATION OF THE FIRE HYDRANTS
 WITHIN 500 FEET OF THE SITE. COULD NOT LOCATE THIS
 HYDRANT AS PER YOUR RESPONSE LETTER
  
 5. IN ADDITION TO ELECTRONIC SWITCHES ON THE DOUBLE
 CHECK DETECTOR ASSEMBLY AS SHOWN ON PAGE C15, THE
 BACKFLOW DEVICE SHALL BE EQUIPPED WITH A CHAIN AND
 LOCK. COULD NOT LOCATE THIS COMMENT AS PER YOUR
 RESPONSE LETTER
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2009-01-26 Cont ID  
Sent By mawillia Date 2009-01-26 Time 15:21 Rev Time 0.00
Received By mawillia Date 2009-01-26 Time 14:30 Sent To  
Notes
2009-01-26 15:21:40*****DENIED*****
  
  
 1. ON SHEET LS-1.0, AMEND AND/OR INCLUDE IN THE
 BUIULDING CODE ANALYSIS - FLORIDA FIRE PREVENTION CODE
 (2007 EDITION) WHICH IS BASED ON NFPA 1, UNIFORM FIRE
 CODE, 2006 EDITION AND NFPA 101, LIFE SAFETY CODE, 2006
 EDITION
  
 2. THE SCOPE OF WORK SHALL NOT HINDER OR INTEREFERE
 WITH EMERGENCY ACCESS TO THE SITE OR THE VICINITY
 THEREOF (INCLUDING STREETS, ALLEYS, FIRE LANES, ETC.) .
  
 3. DISPLAY/SHOW THE LOCATION OF THE FIRE HYDRANTS
 WITHIN 500 FEET OF THE SITE.
  
 4. THE NUMERICAL ADDRESS SHALL BE INCLUDED IN THE TITLE
 BLOCK OF EACH SUBMITTED PLAN SHEET.
  
 5. IN ADDITION TO ELECTRONIC SWITCHES ON THE DOUBLE
 CHECK DETECTOR ASSEMBLY AS SHOWN ON PAGE C15, THE
 BACKFLOW DEVICE SHALL BE EQUIPPED WITH A CHAIN AND
 LOCK.
  
 6. ON SHEET LS-1.0, SMOKE DETECTORS (SD) ARE SHOWN ON
 THE LIFE SAFETY PLAN. BE REMINDED THAT SMOKE DETECTORS
 ARE TIED INTO A FIRE ALARM SYSTEM WHEREAS SMOKE ALARMS
 (SA) ONLY SOUND WITHIN WITHIN AN AREA AND SHALL NOT
 ACTUATE THE BUILDING FIRE ALARM SYSTEM. PLEASE VERIFY.
  
 7. ON THE APPROPIATE EXTERIOR ELEVATION, SHOW/DISPALY
 THE NUMERICAL ADDRESS FOR THIS SITE. AS PER WEST PALM
 BEACH CODE, THE NUMBERS SHALL BE NO LESS THAN 6" IN
 HEIGHT AND NO LESS THAN 1 " IN WIDTH.
  
  
 TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
 LETTER INDICATING HOW/WHERE EACH ITEM WAS ADDRESSED
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date   Cont ID  
Sent By   Date 2009-09-08 Time   Rev Time 0.00
Received By jwitmer Date 2009-09-08 Time 10:39 Sent To  
Notes
2009-09-08 10:39:539-08-09 REVISION TO C-23
Review Stop I INCOMING/PROCESSING
Rev No 4 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By lmartine Date 2009-05-12 Time 16:50 Sent To  
Notes
2009-05-12 16:50:43SENT TO JIM WITMER
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2009-03-12 Cont ID  
Sent By adarroug Date 2009-03-12 Time 16:27 Rev Time 0.00
Received By adarroug Date 2009-03-12 Time 16:27 Sent To  
Notes
2009-03-12 16:27:18TO "C38"--EXPEDITED
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2009-02-04 Cont ID  
Sent By adarroug Date 2009-02-04 Time 10:17 Rev Time 0.00
Received By adarroug Date 2009-02-04 Time 10:16 Sent To  
Notes
2009-02-04 10:25:32TO "COMM" BD#26--PLANS ON RACK-3 ROLLS AND 2 BINDERS
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-01-26 Cont ID  
Sent By mawillia Date 2009-01-26 Time 15:23 Rev Time 0.00
Received By mawillia Date 2008-12-18 Time 09:02 Sent To  
Notes
2008-12-18 09:06:12TO "COMM" BD#59
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2009-10-08 Cont ID  
Sent By rregueir Date 2009-10-08 Time 15:14 Rev Time 0.00
Received By rregueir Date 2009-10-08 Time 15:13 Sent To  
Notes
2009-10-08 15:14:30REVISED AC-1 DELTA 3
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2009-09-16 Cont ID  
Sent By rregueir Date 2009-09-16 Time 16:18 Rev Time 0.00
Received By rregueir Date 2009-09-15 Time 17:25 Sent To  
Notes
2009-09-16 16:18:25REVISED AC-1, AC-3 DELTA 2
 REDLINED NOTES ON PLANS BASED ON CONVERSATION WITH JACK
 MITCHELL, EOR.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2009-03-30 Cont ID  
Sent By rregueir Date 2009-03-30 Time 16:26 Rev Time 0.00
Received By rregueir Date 2009-03-30 Time 15:15 Sent To  
Notes
2009-03-30 16:25:55****PROVISO****
 ALL OUTDOOR MECHANICAL APPLIANCES SHALL BE DESIGNED AND
 INSTALLED FOR WIND RESISTANCE IN ACCORDANCE WITH FBC-M
 301.13. COMPLIANCE IS REQUIRED PRIOR TO FINAL
 MECHANICAL INSPECTION.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2009-02-21 Cont ID  
Sent By rregueir Date 2009-02-21 Time 12:26 Rev Time 0.00
Received By rregueir Date 2009-02-21 Time 12:25 Sent To  
Notes
2009-02-21 12:26:38REVIEW #: 2ND
 ACTION: DENIED
  
 FBC 2004 CODE FAMILY W/ 2007 SUPPLEMENTS
 FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH
  
 **PREVIOUS COMMENT**
 1. PROVIDE COMPLETE SUBMITTALS OF PRODUCT APPROVALS FOR
 LOUVERS TO BE USED ON THIS PROJECT, INCLUDING
 INSTALLATION DETAILS. ENSURE PRODUCT APPROVALS ARE
 CURRENT IN ACCORDANCE WITH FAC RULE 9B-72. PRODUCT
 APPROVALS ARE TO BE APPROVED IN WRITING BY THE DESIGNER
 OF RECORD IN ACCORDANCE WITH FBCB 106.3.3.
 **PARTIALLY ADDRESSED**
 PRODUCT APPROVALS ARE REQUIRED TO BE SUBMITTED FOR
 REVIEW AND MUST BE APPROVED IN WRITING BY THE DESIGNER
 OF RECORD FOR THIS PROJECT IN ACCORDANCE WITH FBC-B
 SECTION 106.3.3. THIS IS GENERALLY ACCOMPLISHED BY
 PROVIDING A SHOP DRAWING REVIEW STAMP ON THE PRODUCT
 APPROVAL DOCUMENTATION. THIS DOCUMENTATION IS ALSO
 REQUIRED IN THE FIELD FOR INSPECTION TO ENSURE PRODUCTS
 ARE INSTALLED IN ACCORDANCE WITH THE APPROVED
 INSTALLATION INSTRUCTIONS.
  
 2. OK
  
 3. OK. PLENUM CLOSET HAS BEEN ELIMINATED.
  
 4. OK. A BACKDRAFT DAMPER HAS BEEN SHOWN ON PLANS.
  
 **PREVIOUS COMMENT**
 5. FOR OUTDOOR CONDENSING UNITS: APPLIANCES AND
 SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND
 INSTALLED TO RESIST THE WIND PRESSURES ON THE EQUIPMENT
 AND THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH FBCM
 301.13. PROVIDE MANUFACTURERS DATA SHOWING THESE
 CONDENSING UNITS DESIGNED FOR WIND RESISTANCE.
 **PARTIALLY ADDRESSED**
 DESIGNER INDICATES IN WRITTEN RESPONSE THAT NO
 INFORMATION COULD BE OBTAINED FROM THE APPLIANCE
 MANUFACTURER REGARDING DESIGN FOR WIND RESISTANCE. IN
 LIEU OF SUCH DATA, THE FOLLOWING METHODS OF
 DEMONSTRATING COMPLIANCE WITH FBC-M 301.13:
  
 A) PROVIDE A RATIONAL ANALYSIS OF THE CONSTRUCTION OF
 THE APPLIANCES, SHOWING THEY ARE CAPABLE OF RESISTING
 THE ANTICIPATED WIND PRESSURES.
  
 B) ENCLOSE THE APPLIANCES IN A STRUCTURE DESIGNED FOR
 WIND RESISTANCE WHICH WILL PROVIDE ADEQUATE AIRFLOW FOR
 APPLIANCE OPERATION AS WELL AS SUFFICIENT ACCES FOR
 SERVICE AND REPLACEMENT.
  
 C) SITE INSTALLED REINFORCEMENT OF THE APPLIANCES, AS
 PROPOSED BY STRUCTURAL DETAIL ON PAGE S-5 MUST BE
 DESIGNED FOR THE SPECIFIC PROPOSED APPLIANCES AND
 SUBMITTED IN WRITING TO THE BUILDING OFFICIAL FOR
 APPROVAL UNDER THE ALTERNATE MATERIALS AND METHODS
 PROVISIONS OF FBC-B 104.11. PLEASE FEEL FREE TO CALL
 AND DISCUSS THESE OPTIONS PRIOR TO RESUBMISSION OF
 PLANS. FOR ADDITIONAL INFORMATION PLEASE SEE FLORIDA
 BUILDING COMMISSION DECLARATORY STATEMENT DCA08-DEC205.
  
 6. OK
  
 7 THROUGH 9: OK. PLENUM CLOSET HAS BEEN ELIMINATED.
  
 NOTE: AT THE DESIGN PROFESSIONAL OR CONTRACTOR???S
 REQUEST, WIND RESISTANCE FOR MECHANICAL APPLIANCES MAY
 BE COVERED WITH A PROVISO TO ALLOW PERMIT ISSUANCE
 WHILE A MEANS OF COMPLIANCE IS BEING DETERMINED. PLEASE
 RELAY SUCH A REQUEST AT TIME OF RESUBMISSION OF PLANS.
  
 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 2009-01-24 Cont ID  
Sent By rregueir Date 2009-01-24 Time 16:58 Rev Time 0.00
Received By rregueir Date 2009-01-24 Time 16:38 Sent To  
Notes
2009-01-24 16:58:46REVIEW #: 1ST
 ACTION: DENIED
  
 FBC 2004 CODE FAMILY W/ 2007 SUPPLEMENTS
 FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH
  
 1. PROVIDE COMPLETE SUBMITTALS OF PRODUCT APPROVALS FOR
 LOUVERS TO BE USED ON THIS PROJECT, INCLUDING
 INSTALLATION DETAILS. ENSURE PRODUCT APPROVALS ARE
 CURRENT IN ACCORDANCE WITH FAC RULE 9B-72. PRODUCT
 APPROVALS ARE TO BE APPROVED IN WRITING BY THE DESIGNER
 OF RECORD IN ACCORDANCE WITH FBCB 106.3.3.
  
 2. NOTE #13 ON AC-1 CALLS FOR CONDENSATE TO DISCHARGE
 IN PLANTERS. CONDENSATE LINES SHALL DISCHARGE AT LEAST
 1 FOOT AWAY FROM THE STRUCTURE SIDEWALL IN ACCORDANCE
 WITH FBCB 1503.6.
  
 3. ARCHITECTURAL DOOR SCHEDULE CALLS FOR MECHANICAL
 ROOM 105 DOOR TO BE ???FRP.??? DOES THIS REPRESENT
 FIBERGLASS REINFORCED PLASTIC? MATERIALS EXPOSED WITHIN
 PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME
 SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED
 INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE
 WITH ASTM E 84 PER FBCM 602.2.1. PROVIDE A
 NONCOMBUSTIBLE DOOR AT THIS LOCATION OR PROVIDE ASTM
 E84 DATA FOR THE SPECIFIED DOOR.
  
 4. PROVIDE SHUTOFF DAMPER CONTROLS FOR THE AHU1 OUTSIDE
 AIR INTAKE IN ACCORDANCE WITH FBCB 13-409.1.ABC.3.3.
  
 5. FOR OUTDOOR CONDENSING UNITS: APPLIANCES AND
 SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND
 INSTALLED TO RESIST THE WIND PRESSURES ON THE EQUIPMENT
 AND THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH FBCM
 301.13. PROVIDE MANUFACTURERS DATA SHOWING THESE
 CONDENSING UNITS DESIGNED FOR WIND RESISTANCE.
  
 6. PROVIDE CONFIRMATION THAT THE CONDENSING UNITS ARE
 TO BE INSTALLED ABOVE BASE FLOOD ELEVATION IN
 ACCORDANCE WITH FBCM 301.14.
  
 7. PROVIDE ADEQUATE DOCUMENTATION FOR ROOFING SYSTEM TO
 BE USED, CONFIRMING THAT MINIMUM R-20 INSULATION SHALL
 BE PROVIDED ABOVE MECHANICAL ROOM 105 AS REQUIRED BY
 THE MECHANICAL SPECIFICATIONS.
 NOTE: MINIMUM R-19 IS REQUIRED IN ACCORDANCE WITH FBCB
 13-404.1.ABC.2.
  
 8. SHOW HOW WALLS OF MECHANICAL ROOM 105 ARE TO BE
 FINISHED IN ACCORDANCE WITH FBCM 603.8 AND 603.9.
  
 9. ALTHOUGH THE DOOR SCHEDULE CALLS FOR GASKETED FRAME
 AND THRESHOLD, IT IS STRONGLY RECOMMENDED THAT A DUCTED
 RETURN AND OUTSIDE AIR BE PROVIDED IN MECHANICAL ROOM
 105 TO AVOID ANY INCIDENTAL RECIRCULATION OF AIR FROM
 THE MENS RESTROOM AREA INTO THE CONDITIONED VISITOR
 CENTER AREAS. THIS CHANGE WOULD ALSO NEGATE SOME OF THE
 REVIEW COMMENTS LISTED ABOVE. RECIRCULATION OF AIR FROM
 THIS AREA IS PROHIBITED IN ACCORDANCE WITH FBCM
 403.2.1.
  
 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 2009-02-25 Cont ID  
Sent By kstevens Date 2009-02-25 Time 16:30 Rev Time 0.00
Received By kstevens Date 2009-02-25 Time 16:30 Sent To  
Notes
2009-02-25 16:43:29PASSED PROVISO -- WATER RISER DIAGRAM SHT P-2 &
 PLUMBING SPECIFICATION NOTE 8 AIR CHAMBERS ARE NOT
 APPROVED. SECTION 604.9 & PDI-WH 201.
Review Stop P PLUMBING
Rev No 1 Status F Date 2009-01-12 Cont ID  
Sent By kstevens Date 2009-01-12 Time 10:58 Rev Time 0.00
Received By kstevens Date 2009-01-12 Time 10:57 Sent To  
Notes
2009-01-12 11:23:23DENIED
 REFERENCE:
 FBC-2004 PLUMBING
 FBC-2004 BUILDING
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1. SHT IR-1 THE CERTIFICATE OF AUTHORIZATION NUMBER IS
 REQUIRED IN THE TITLE BLOCK FOR THE LANDSCAPE ARCHITECT
 BUSINESS AND THE ARCHITECTS LA NUMBER IS INCORRECT IN
 THE TITLE BLOCK. (ON PLANS LA000907, BUT ON THE FLORIDA
 STATE DBPR WEBSITE IT IS LISTED AS LA0000907). FAC
 61G1-16.004 & FS 481.306. PLEASE SHOW CORRECT NUMBERS
 ON TITLE BLOCK. (SEE ATTACHED SHEETS FROM FLA DBPR
 WEBSITE).
  
 2. SHT IR-1 SHOWS NO PIPING. THE CONTROLLER, BACKFLOW,
 & RAIN SENSOR ARE NOT SHOWN AS WELL. PLEASE INDICATE
 THE LOCATION OF THE CONTROLLER, BACKFLOW, & RAIN SENSOR
 . INDICATE IF THE ITEM IS EXISTING OR TO BE INSTALLED
 IN PHASE I. SECTIONS 106.1.1, 608 AND APPENDIX F
 SUBSECTION J AS WELL AS FS 373.62.
  
 3. SHT VC A-1.0 ROOM FINISH SCHEDULE FOR ROOMS 102 &
 103. INDICATE HOW THE WALLS WITHIN 2 FEET OF THE W/C'S
 AND URINAL SHALL BE NONABSORBENT UP TO 4 FEET ABOVE THE
 FLOOR AS REQUIRED IN SECTION 1210.2.
  
 4. SHT VC A-3.0 SUBMIT A DETAIL FOR THE WEST SIDE
 (LEFT) OF THE ROOF TITLED "SECONDARY DRAINAGE OVERFLOW
 SCUPPER IN FLASHING". THERE IS NO DOWNSPOUT OR GUTTER
 INDICATED AND THE RWL DETAIL 1/VC-A-3.0 IS ONLY SHOWN
 ON THE EAST SIDE (RIGHT) OF THE BUILDING. PLEASE
 CLARIFY IF THIS IS THE PRIMARY DRAIN AND WHERE THE RAIN
 WATER FROM THIS DRAIN WILL TERMINATE. SECTIONS 106.1.1,
 106.1.2 &1106 AS WELL AS TABLES 1106.3 & 1106.6.
  
 5. SHT A-6.0 SHOW COMPLIANCE WITH THE FOLLOWING:
 ___W/C:
 A. 11-4.16.5 FLUSH CONTROLS
 ___URINAL:
 A. 11-4.18.4 FLUSH CONTROLS
 ___LAV
 A. 11-4.19.5 FAUCETS
  
 6. ALL A/C & PLUMBING SHEETS. THE SEAL HAS NOT
 IMPRESSED ALL INFORMATION REQUIRED. THE STATE OF
 FLORIDA IS NOT INDICATED ON ANY SHEET. PLEASE RESEAL TO
 IMPRESS ALL INFORMATION REQUIRED. FAC 61G1-23.001 & FS
 471.025.
  
 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 2009-02-26 Cont ID  
Sent By mflis Date 2009-02-26 Time 08:31 Rev Time 0.00
Received By mflis Date 2009-02-26 Time 08:31 Sent To  
Notes
2009-02-26 08:31:59ZONING REVIEW: PASSED
  
 ** ALL FINISHES SHALL BE REVIEW AND CONFIRMED BY DESIGN
 TEAM
  
 MATT FLIS - 822-1445
Review Stop Z ZONING
Rev No 1 Status F Date 2008-12-26 Cont ID  
Sent By mflis Date 2008-12-26 Time 11:17 Rev Time 0.00
Received By mflis Date 2008-12-26 Time 11:17 Sent To  
Notes
2008-12-26 11:28:23ZONING REVIEW: FAILED
  
 1) MATERIAL AND COLOR SELECTIONS TO BE CONFIRMED BY
 J.GOLDBERG. PLANS INDICATED EXPOSED CMU WHICH WAS
 DISCUSSED TO BE STUCCO-COVERED.
 2) CONFIRM LOCATIONS OF ALL BACKFLOW PREVENTERS, FIRE
 CONNECTIONS SO THEY MAY BE LOCATED AWAY FROM
 CIRCULATION OR PRIMARY BUILDING ELEVATIONS (SOUTH
 ELEV).
 3) ON LP-1, CONFIRM ALL PLANTS LISTED ARE TO BE USED.
 COULD NOT FIND SOT ON PLAN. IS THIS SUPPOSED TO BE SPT?
 4) ON IR-1, CONFIRM IRRIGATION LINES WILL BE INSTALLED.
 IT IS NOT CLEAR FROM THIS DRAWING OR THE NOTES WHAT
 WILL HAPPEN WITH PRELIM PHASES (LINES SHOULD BE IN
 PLACE FOR PLANTERS).
 5) A 1/A-1.0 - ACCESS RAMP SECTION. CABLE RAILING IS
 INDICATED ON SOUTHERN SIDE OF RAMP UP. DO WE NEED THIS
 AT ALL? PLANTER PROVIDES BARRIER AND HANDRAIL IS
 PROVIDED ON NORTH SIDE, SO CABLING SHOULD NOT BE
 NECESSARY. CAN WE ELIMINATE THE CABLING AND HANDRAIL?
 IF NOT, JUST INSTALL HANDRAIL.
 6) A-1.1 - DURING TEMPORARY ACCESS PHASE, IT DOES NOT
 APPEAR THAT THERE WILL BE ENOUGH WHEELCHAIR MANEUVERING
 CLEARANCE WHEN BATHROOM DOORS ARE OPEN. ACCESS AREA IS
 OVER 5' WIDE, DOORS WILL BLOCK WHEN OPEN. PLEASE
 CONFIRM THIS MEETS ADA REQUIREMENTS.
 7) ON A-1.1, SCHEMATIC DRAWINGS SHOWED BATHROOM
 ENTRANCES RECESSED SO THAT THEY WOULD NOT BE DIRECTLY
 VIEWED FROM EXTERIOR. PLANS SHOW DOORS OPENING DIRECTLY
 TO THE OUTSIDE. CAN THE PLANS BE REVISED TO SHOW
 ORIGINAL SCHEMATIC DESIGN, WITH SOME MODIFICATION? THIS
 CREATES A BETTER SOUTH BUILDING ELEVATION.
 8) ON CABLE RAIL DETAILS, RAIL SYSTEM SHOULD NEVER
 TERMINATE INTO BUILDING ELEVATION. IT SHOULD ALWAYS
 TERMINATE INTO VERTICAL STEEL SUPPORT WITH TIE-OFF.
 DETAILS SEEM TO SHOW THIS, BUT JUST CONFIRM.
 9) A-5.0 - ALUM DOWNSPOUT INDICATED WITH HORIZONTAL
 STRUTS CONNECTING TO MAIN BUILDING. WHAT IS THE DETAIL
 FOR THE CONNECTION TO THE BUILDING? CONFIRM STRUTS
 ALIGN WITH STRUCTURAL GRID.
 10) NOTE FOR ALL PLANTERS THAT ALL CONSTRUCTION DEBRIS
 SHALL BE REMOVED PRIOR TO FILLING WITH SOIL.
 11) S-1 -CONNECTION FROM DOWNSPOUT TO BUILDING NOT
 SHOW. (SEE NOTE #7).
 12) S-1A - FOUNDATION NOTES ARE INCOMPLETE: ELEVATION
 100'-0" IS X.XX NGVD. WHAT IS X.XX?
 13) TREE ALTERATION PERMIT WILL BE REQUIRED FOR THE
 ENTIRE CITY COMMONS SITE. PLANNING STAFF WILL
 COORDINATE WITH THE LANDSCAPE ARCHITECT. CONTACT ROBERT
 KUSSNER, LANDSCAPE PLANNER, AT 822-1435.
 14) ON SP-1, AT THE NORTHWEST CORNER OF THE VISITOR
 CENTER, WHAT IS THE TRANSITION FROM THE LANDSCAPED AREA
 TO THE EXISTING PAVERS? THERE DOES NOT APPEAR TO BE ANY
 HEADER CURB OR OTHER EDGE. ALSO, THE SHAPE OF THIS
 LANDSCAPE AREA CHANGES BETWEEN THE DIFFERENT PLANS.
 CONFIRM THE ACTUAL LIMITS.
 15) OTHER LANDCAPE COMMENTS WILL BE PROVIDED THROUGH
 SEPARATE LANDSCAPE REVIEWER.
  
 MATT FLIS - 822-1445


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