Plan Review Details - Permit 04041962
Plan Review Stops For Permit 04041962
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2004-09-17 Cont ID  
Sent By csiegber Date 2004-10-04 Time 13:11 Rev Time 0.10
Received By wlehnhar Date 2004-09-16 Time 08:39 Sent To  
Notes
2004-09-17 00:00:00OK PER J WITMER TO PRINT
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2004-08-31 Cont ID  
Sent By csiegber Date 2004-09-16 Time 08:28 Rev Time 2.22
Received By jwitmer Date 2004-08-31 Time 08:43 Sent To PC
Notes
2004-08-31 00:00:00PLANS ARE CODE COMPLIANT, REQUIRE
 COUNTY IMPACT FEES.JW
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2004-08-12 Cont ID  
Sent By csiegber Date 2004-08-26 Time 16:54 Rev Time 3.33
Received By jwitmer Date 2004-08-12 Time 09:16 Sent To  
Notes
2004-08-12 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04041962
 ADD: 9861 OKEECHOBEE BLVD
 CONT: RIZNICK CONSTRUCTION
 TEL: (954)931-6896
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 2ND REVIEW
 ACTION: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) ONLY 1 SOILS REPORT SUBMITTED, 2
 SIGNED & SEALED REPORTS REQUIRED.
  
 3) PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
 MISSING FLORIDA COVER SHEET:
 A) MONIER ROOF TILE
 B) MISSING UNDERLAYMENT REPORT, TOTALLY
 C)YKK STOREFRONT SYSTEMS
 D)YKK STOREFRONT DOOR W/ TRANSOM
  
 4) YKK STOREFRONT SYSTEM- MULLION SPAN
 NOT ON CHART SEE W1/2+W2/4= MULLION SPAN
 NOT ON CHART
  
 5) COMMENT# 14 FROM 1ST REVIEW, NOTE
 S-2 BOTTOM CHORD OF ROOF TRUSSES ARE NOT
 BRACED BY RIGID CEILING, PROVIDE HOW
 BOTTOM CHORD WILL BE BRACED, AND HOW
 OFTEN, WHAT MATERIAL IS TO BE USED?
  
 6)BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW 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.
 JIM WITMER
 BUILDING PLAN REVIEW
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-05-27 Cont ID  
Sent By jwitmer Date 2004-05-27 Time 12:47 Rev Time 2.22
Received By jwitmer Date 2004-05-27 Time 12:46 Sent To PC
Notes
2004-05-27 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04041962
 ADD: 9861 OKEECHOBEE BLVD
 CONT:RIZNICK CONSTRUCTION
 TEL: (954)931-6896
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1ST REVIEW
 ACTION: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2)FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITEY KNOWN, OR IS IN
 QUESTIONTHE BUILDING OFFICIAL MAY
 REQUIRE EXPLORATIONS, TEST OR OTHER
 ADEQUATE PROOF AS TO THE PERMISSIBLE
 SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 3)SHEET CS CODE SUMMARY INDICATES THAT
 THE STURTURE IS IN A FIRE DISTRICT, NOT
 SO!
  
 4) FLOOD ZONE AO
 PROVIDE FLOOD ZONE ELEVATION
 CERTIFICATE FOR NEW CONSTRUTION WITH
 BASE FLOOD ELEVATION, CITY CODE REQUIRES
 AN ADDITIONAL 6".
  
 5) SHEET S1 DELETE NOTE DEALING WITH
 HIGH VELOCITY WIND ZONES.
  
 6) SHEET S1 GENERAL NOTE# 14 NO BOTTOM
 CHORD LIVE LOAD, 10 LBS,SEE TABLE 1604.1
  
 7)1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
 1) GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
  
 PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 8) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS
 B) EXTERIOR DOORS, SOLID OR GLAZED
 C) MULLIONS
 D) TRUSS ANCHORS
 E) STORM SHUTTERS
 F) ROOFING ASSEMBLIES
  
 9)1707.4.5.1 MULLIONS OCCURRING
 BETWEEN INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 10) 1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 11) 1606.5 MAIN WIND-FORCE RESISTING
 SYSTEM. PROVIDE TRUSS LAYOUT SYSTEM
 WITH TRUSS AND GIRDER LOADS, VERTICAL,
 HORIZONTAL & GRAVITY LOADS. PROVIDE A
 HURRICANE ANCHOR SCHEDULE WITH MANUFACTU
 RER, MODEL NUMBER OF STRAP, LOCATION,
 DIRECTION AND MAGNITUDE OF LOADS TO BE
 RESISTED.
  
 12)FL BLD CODE 2309.6 ATTIC ACCESS, PRO-
 VIDE ATTIC ACCESS 20"X36".
  
 13) S-2 ROOF NIALING SCHEDULE, SEE WPB
 AMENDMENT ROOF SHEATHING NAILING REQUIRE
 MENTS TABLE 2306.1 SEE INTERMEDIATE
 NAILING PATTERN.
  
 14) S-2 NOTE # 8, BOTTOM CHORD OF ROOF
 TRUSSES ARE NOT BRACED BYRIGID CEILING
 PROVIDE INFORMATION FOR BRACING.
  
 15)BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW 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.
 JIM WITMER
 BUILDING PLAN REVIEW
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2004-08-03 Cont ID  
Sent By dpalmer Date 2004-08-03 Time 18:46 Rev Time 0.50
Received By dpalmer Date 2004-08-03 Time 18:37 Sent To  
Notes
2004-08-03 00:00:00*********** PROVISO/REVISION **********
  
 PLEASE SEE NOTES FROM FIRST REVIEW.
  
 1)NOTE: PLEASE SEE PLANS STILL INDICATE
 EQUIPMENT GROUNDING CONDUCTORS INSTALLED
 FROM METER TO THE FIRST MEANS OF DISC.
 PLEASE SEE 250.6,250.24, THIS IS NOT
 PERMITTED.
 EQUIPMENT GROUNDING CONDUCTORS ARE ONLY
 INSTALLED AFTER THE FIRST MEANS OF
 DISCONNECT.
  
 2)NOTE: PLEASE CORRELATE LOAD CALCULAT-
 -IONS WITH LOAD INDICATED ON MECH PLANS
 FOR "HEAT" KW.
  
  
 PLEASE SUBMIT THE ABOVE FOR REVIEW ALONG
 WITH ANY OTHER REVISIONS BEFORE ROUGH
 ELECTRICAL INSPECTION IS CALLED IN.
 IF THERE ARE ANY QUESTIONS, PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
 IF PLANS COME BACK FOR ANY CORRECTIONS
 FROM OTHER PLANS REVIEWS, PLEASE MAKE
 CORRECTIONS AT THIS TIME BEFORE PERMIT
 IS ISSUED.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2004-05-08 Cont ID  
Sent By dpalmer Date 2004-05-08 Time 19:12 Rev Time 0.00
Received By dpalmer Date 2004-05-08 Time 18:55 Sent To  
Notes
2004-05-08 00:00:00*************** UNSAT *****************
  
 1)NOTE: PLEASE SEE FAC 61G15-23.002.
 PLEASE SEE THAT PRINTED NAME AND LICENSE
 # OF ENGINEER IS ALSO REQ'D IN TITLE
 BLOCK FOR THE PERSON SIGNING AND SEALING
 PLANS. THIS IS REQ'D FOR ALL SHEETS AND
 TRADES WEATHER OR NOT COMMET IS MADE BY
 OTHER REVIEWERS.
  
 2)NOTE: PLEASE SEE 700.12E . EM LTS./
 NIGHT LT FIXTURES?THESE ARE TO BE
 WIRED AHEAD OF LOCAL LIGHTING BRANCH
 CIRCUITS.
  
 3)NOTE: PLEASE PROVIDE WIND LOAD FOR
 LT/LT POLE FOR PARKING LOT LTS.
 FBC 140 MPH.
  
 4)NOTE: PLEASE SEE 250.6,250.24.\
 NO EQUIPMENT GROUNDING CONDUCTORS ARE
 INSTALLED BETWEEN METER AND FIRST MEANS
 OF DISCONNECT.
  
 5 )NOTE: PLEASE SHOW LOAD CALCULATIONS,
 PLEASE SHOW PER
 220.3,220.10,220.11,220.13 ETC.
 PLEASE ALSO SHOW ALL CONTINOUS LOADS
 AT 125% PER 215.3,230.42
 PLEASE SEE LOAD IS NOW SHOWN AT CONNECT-
 -ED?415.52A'S . PLEASE SEE SEC'S ARE
 500 MCM WHICH IS RATED FOR 380A'S 310.16
 75> DEGREE COL.
  
 6)NOTE: PLEASE CORRELATE AHU'S OCP
 AND LOADS WITH MECH PLANS.
 PLEASE VERIFY OCP W/ LOADS.
  
 PLEASE SEE ANY OTHER COMMENTS FROM OTHER
 REVIEWS THAT MAY HAVE AN AFFECT ON
 ELECTRICAL PLANS.
  
 PLEASE REMOVE ALL OLD/VOIDED SHEETS AND
 ONLY INSERT NEW SHEETS INTO TWO COMPLETE
 SETS FOR REVIEW AND STAMPING.
 ONE SET OF OLD SHEETS MAY BE SUBMITTED
 FOR REFERENCE.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2004-10-05 Cont ID  
Sent By mamini Date 2004-10-05 Time 08:21 Rev Time 0.50
Received By mamini Date 2004-10-05 Time 08:21 Sent To  
Notes
2004-10-05 00:00:00PASSED WITH PROVISOS:
 1. INTERRIOR DIMENSION OF THE ENCLOSURE
 MUST BE A MIN. OF 12'-6" WIDE, SEE
 MARKED UP PLANS.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2004-07-27 Cont ID  
Sent By mamini Date 2004-07-27 Time 13:13 Rev Time 1.00
Received By mamini Date 2004-07-27 Time 13:13 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2004-05-04 Cont ID  
Sent By mamini Date 2004-05-04 Time 08:46 Rev Time 1.00
Received By mamini Date 2004-05-04 Time 08:46 Sent To  
Notes
2004-05-04 00:00:00FAILED:
 1. CIVIL PLANS MUST BE APPROVED BY THE
 PUBLIC UTILITIES & ENGINEERING FOR ALL
 THE CONNECTION FOR SERVICES AND FOR THE
 LOCATION OF METERS, BACKFLOWS AND HYD
 PRIOR TO APPROVAL FORM CONSTRUCTION
 SERVICES DEPARTMENT.
 2. ALL PARKING STALLS MUST BE PAINTED
 WITH DOUBLE 4" WIDE, PER CITY
 REQUIREMENT.
 3. PLEASE SUBMIT PERVIOUS, IMPERVIOUS
 AND BUILDING AREA CALCULATIONS FOR THE
 ENTIRE SITE, SIGNED & SEALED.
 4. DUMPSTER MUST BE SIZED PER CITY
 REQUIREMENT IF TO BE PICKED UP BY THE
 CITY, 12'-6" OPENING BETWEEN THE GATE
 POSTS, 12'-0" DEEP.
 5. PLEASE VERIFY 14.5' INVERT ELEVATION
 AT ALL INLETS.
 6. POLLUTION/EROSION PLANS MUST BE ADDED
 TO CIVIL PLAN.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2004-07-29 Cont ID  
Sent By mcarsill Date 2004-07-29 Time 13:04 Rev Time 0.00
Received By mcarsill Date 2004-07-29 Time 13:04 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2004-04-29 Cont ID  
Sent By mcarsill Date 2004-04-29 Time 13:21 Rev Time 0.00
Received By mcarsill Date 2004-04-29 Time 13:21 Sent To  
Notes
2004-04-29 00:00:001) PROPOSED FIRE HYDRANT APPEARS TO
 BE LOCATED DIRECTLY BEHIND A PARKING
 SPACE. PLEASE REVISE LOCATION OF
 FIRE HYDRANT. PLEASE REVIEW TYPICAL
 FIRE HYDRANT DETAIL ON PAGE 8 OF 9.
  
 2) ARE THE A1 FIXTURES IDENTIFIED AS
 NL THE SAME AS EMERGENCY LIGHTS.
  
 3) THE FIRE EXTINGUISHER SHOWN IN THE
 BREAK ROOM 114 IS NOT VISIBLE OR KNOWN
 TO VISITORS WHO COME TO THE BANK. A
 BETTER LOCATION IS SUGGESTED.
  
 4) PLEASE INDICATE INTERIOR FINISH
 CLASSIFICATION FOR WALLS AND CEILINGS.
  
 5) BUILDING ADDRESS NOT SHOWN ON
 ELEVATION DRAWINGS. PLEASE PROVIDE
 MINIMUM 6" HIGH NUMBERS CONTRASTING
 TO THE BACKGROUND OF THE BUILDING ON
 THE PROPER ELEVATION.
  
 6) WET FIRE HYDRANTS ARE REQUIRED
 PRIOR TO, DURING AND AFTER CONSTRUCTION.
  
 7) DEMOLITION, RENOVATION, AND
 CONSTRUCTION TO COMPLY WITH NFPA 241.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2004-10-04 Cont ID  
Sent By csiegber Date 2004-10-04 Time 13:11 Rev Time 0.00
Received By csiegber Date 2004-10-04 Time 13:11 Sent To B
Notes
2004-10-04 00:00:00TO JW DESK/REV/DUMPSTER ENCL
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2004-09-16 Cont ID  
Sent By csiegber Date 2004-09-16 Time 08:27 Rev Time 0.00
Received By csiegber Date 2004-09-16 Time 08:27 Sent To B
Notes
2004-09-16 00:00:00TO JW DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2004-08-26 Cont ID  
Sent By csiegber Date 2004-08-26 Time 16:54 Rev Time 0.00
Received By csiegber Date 2004-08-26 Time 16:53 Sent To B
Notes
2004-08-26 00:00:00TO JW DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2004-05-27 Cont ID  
Sent By csiegber Date 2004-08-30 Time 10:37 Rev Time 0.00
Received By csiegber Date 2004-04-29 Time 09:29 Sent To  
Notes
2004-04-29 00:00:00TO COMM BD#30
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2004-08-07 Cont ID  
Sent By hmoser Date 2004-08-07 Time 07:52 Rev Time 1.50
Received By hmoser Date 2004-08-07 Time 07:54 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2004-08-07 Cont ID  
Sent By pkrauss Date 2004-05-07 Time 11:02 Rev Time 0.55
Received By hmoser Date 2004-05-07 Time 11:00 Sent To  
Notes
2004-05-07 00:00:00DENIED:
 1.PLEASE PROVIDE OUTSIDE AIR
 CALUCALTIONS PER 2001 FBC(M) 403.3.
  
 2.FAN SHUT DOWN BY DUCT SMOKE
 DETECTORS REQUIRED FOR SYSTEMS THAT THE
 AGGREGATE AIR IS GREATER THAN 2,000
 CFM. 2001 FBC(M) 606.2.2.
  
 3.FAN SHUT DOWN SHALL HAVE
 NOTIFICATION TO ALARM STROBE IN
 NORMALLY OCCUPPIED AREAS PER NFPA 90A
 4-4.4.3.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 2 Status P Date 2004-08-07 Cont ID  
Sent By kstevens Date 2004-08-07 Time 13:15 Rev Time 1.00
Received By kstevens Date 2004-08-07 Time 13:15 Sent To  
Notes
2004-08-07 00:00:00PASSED/PROVISO
  
 606.1(7) FULL OPEN VALVES REQUIRED
 606.2(2) SHUT OFF VALVE REQUIRED
 COND. RELIEF VENT REQUIRED
 COND. TO DRAIN MIN. 1 FOOT FROM BLDG.
Review Stop P PLUMBING
Rev No 1 Status F Date 2004-05-14 Cont ID  
Sent By kstevens Date 2004-05-14 Time 17:52 Rev Time 1.25
Received By kstevens Date 2004-05-14 Time 17:52 Sent To  
Notes
2004-05-14 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
 WPB CITY CODE
  
 1) SHT A10 BREAK ROOM SINK, SHOW KNEE
 CLEARANCE 11-4.24.3, SINK DEPTH 11-4.24.
 4, CLEAR FLOOR SPACE 11-4.24.5, AND EX-
 POSED PIPES AND SURFACES 11-4.24.6
 2) SHT A10 TOILET ROOM ELEVATIONS, SHOW
 WATER CLOSET HEIGHT 11-4.16.3, FLUSH
 CONTROLS 11-4.16.5, AND LAV HEIGHT 11-4.
 19.2.
 3) SHT A10 SUBMIT DETAIL FOR DRINKING
 FOUNTAIN PER SECTION 11-4.15 AND ALL
 SUBSECTIONS.
 4) SUBMIT A WATER RISER ISOMETRIC SHOW-
 ING ALL WATER HAMMER ARRESTORS REQUIRED
 BY SECTION 604.9 LOCATED NEAR THE FIX-
 TURE IN AN "EFFECTIVE RANGE" NOT IN THE
 CEILING. PDI-WH 201 AND MANUF. INSTALL.
 INSTRUCTIONS. SECTION 104.3.1.1
 5) SHT M1 INDICATES THAT CONDENSATE FROM
 AIR HANDLER UNITSTO DRAIN INTO THE FLOOR
 DRAIN. THIS IS NOT ALLOWED PER CITY WPB
 CODE SECTION 90-203. CONDENSATE SHALL
 DRAIN SEPARATELY OUTSIDE THE BLDG. TO
 A DRYWELL, CATCH BASIN, OR A STORM DRAIN
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 2 Status P Date 2004-08-24 Cont ID  
Sent By mmclean Date 2004-08-24 Time 09:09 Rev Time 0.00
Received By mmclean Date 2004-08-24 Time 09:09 Sent To  
Notes
2004-08-24 00:00:00APPROVED BY JOHN ROACH.TONY TOOK PLANS
 TO ADDRESS COMMENTS FOR BUILDING. MM
Review Stop Z ZONING
Rev No 1 Status F Date 2004-05-17 Cont ID  
Sent By jroach Date 2004-05-17 Time 16:04 Rev Time 0.00
Received By jroach Date 2004-05-17 Time 16:04 Sent To  
Notes
2004-05-17 00:00:005/17/04 - FAILED.
  
 1) PLEASE PROVIDE A COPY OF ALL
 CROSS-PARKING, CROSS-ACCESS AGREEMENTS.
  
 2) PAVING & DRAINAGE PLAN - ALL PARKING
 STALLS MUST BE DOUBLE-STRIPED.SEE
 SECTION 94-485.
  
 3) ENSURE ONE-WAY DRIVE AISLES ARE
 PROPERLY MARKED/SIGNED.
  
 4) MAIN ENTRANCE DRIVE TO THE WEST WILL
 NEED TO BE CONSTRUCTED.
  
 5) ELECTRICAL SITE PLAN IS NOT
 CONSISTENT WITH ALL OTHER PLANS.ADJUST
 ACCORDINGLY.
  
 6) PLEASE PROVIDE A COPY OF A
 PHOTOMETRIC PLAN.ILLUMINATION MAY NOT
 EXCEED 1.0 FOOTCANDLE AT THE BOUNDARY
 OF THE DEVELOPMENT.
  
 7) UTILITY PAD FOR TRANSFORMER DIFFERS
 IN LOCATION BETWEEN ELECTRICAL PLAN,
 SITE PLAN AND LANDSCAPE PLAN.ADJUST
 PLANS ACCORDINGLY.
  
 8) PLEASE PROVIDE DETAILS OF LIGHT POLE
 FIXTURES.ALL OUTDOOR LIGHTING SHALL
 BE SHIELED TO REDUCE GLARE.
  
 9) ALL SIGNS WILL BE REVIEWED UNDER A
 SEPARATE PERMIT.
  
 10) IF CITY DUMPSTER PICKUP, ENCLOSURE
 MUST MEET MINIMUM DIMENSIONS.
  
 QUESTIONS OR COMMENTS, CONTACT JOHN
 ROACH, PLANNER - 659.8031


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