Plan Review Details - Permit 04051040
Plan Review Stops For Permit 04051040
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2005-05-24 Cont ID  
Sent By jhiggins Date 2005-05-24 Time 09:39 Rev Time 0.33
Received By jwitmer Date 2005-08-20 Time 14:07 Sent To B
Notes
2005-08-20 00:00:00SUBMITTALS: SOILS REPORT
 DENSITY # 1
 DENSITY# 9
Review Stop B BUILDING (STRUCTURAL)
Rev No 12 Status P Date 2006-08-31 Cont ID  
Sent By jwitmer Date 2006-08-31 Time 12:43 Rev Time 0.55
Received By jwitmer Date 2006-08-31 Time 12:42 Sent To  
Notes
2006-08-31 00:00:00METAL TRUSS SHOP DRAWINGS
Review Stop B BUILDING (STRUCTURAL)
Rev No 11 Status P Date 2005-08-27 Cont ID  
Sent By jwitmer Date 2005-08-27 Time 15:04 Rev Time 0.22
Received By jwitmer Date 2005-08-27 Time 14:57 Sent To P
Notes
2005-08-27 00:00:00REV# 6 OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status F Date 2005-07-26 Cont ID  
Sent By jwitmer Date 2005-07-26 Time 07:37 Rev Time 0.55
Received By jwitmer Date 2005-07-26 Time 07:37 Sent To PC
Notes
2005-07-26 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04051040
 ADD: 2485 METROCENTRE BLVD
 CONT: PARAG
 TEL: (754) 264-5192
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
  
 SUBMITTAL: SOILS BEARING LETTER
 ACTION: DENIED
  
 1804.2.2 QUESTIONAL SOILS DEALS WITH THE
 "MINIMUM" SAFE BEARING OF SOILS NOT THE
 MAXIMUM, PLEASE CORRECT. TO CONTACT ME
 IF YOU HAVE WITH ANY QUESTIONS.
 JIM WITMER
 TEL (561)805-6715
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status F Date 2005-07-18 Cont ID  
Sent By jwitmer Date 2005-07-18 Time 16:15 Rev Time 2.22
Received By jwitmer Date 2005-07-18 Time 16:15 Sent To P
Notes
2005-07-18 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04051040
 ADD: 2485 METROCENTREBLVD
 CONT: PARAG CONSTRUCTION
 TEL: (754)264-6192
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW- REVISION
 ACTION: DENIED
  
 SHEET S-1 DETAIL # 1 INDICATES A 3"
 WASTE PIPE EMBEDDED IN THE MONOLITHIC
 SLAB, SEE
 P305.5 PIPES THROUGH OR UNDER FOOTINGS
 OR FOUNDATION WALLS. ANY PIPE
 THAT PASSES UNDER A FOOTING OR THROUGH A
 FOUNDATION WALL SHALL BE PROVIDED
 WITH A RELIEVING ARCH, OR A PIPE SLEEVE
 PIPE SHALL BE BUILT INTO THE
 FOUNDATION WALL.SUCH SLEEVE SHALL BE
 TWO PIPE SIZES GREATER THAN THE PIPE
 PASSING THROUGH THE WALL.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status F Date 2005-06-06 Cont ID  
Sent By jwitmer Date 2005-06-06 Time 10:24 Rev Time 0.77
Received By jwitmer Date 2005-06-06 Time 10:24 Sent To PC
Notes
2005-06-06 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04051040
 ADD: 2485 METROCENTRE BLVD
 CONT: PARAG CONSTRUCTION
 TEL: (754)264-6192
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 SUBMITTAL
 ACTION: DENIED
  
 RESIDENT INSPECTOR PROGRAM REQUIES (3)
 OF ALL DOCUMENTS SUBMITTED.
  
 REPORTS FROM NUTTING ENGINEERING REQUIRE
 FULL ORIGINAL SIGNATURES
 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 STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status F Date 2005-05-18 Cont ID  
Sent By jwitmer Date 2005-05-18 Time 07:06 Rev Time 0.33
Received By jwitmer Date 2005-05-18 Time 07:06 Sent To PC
Notes
2005-05-18 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04051040
 ADD: 2485 METROCENTRE BLVD
 CONT:PARAG
 TEL: (561)767-0398
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 3RDREVIEW
 ACTION: DENIED
  
 PLANS AND SURVEY STILL INDICATE THE
 BUILDING BEING BUILT INTO THE EASEMENT.
 DENIED BY ZONING, ON THE BUILDING SET OF
 PLANS NOT TO BE BUILT IN EASEMENT.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2005-04-25 Cont ID  
Sent By jwitmer Date 2005-04-25 Time 08:22 Rev Time 1.11
Received By jwitmer Date 2005-04-25 Time 08:22 Sent To  
Notes
2005-04-25 00:00:00BUILDING IN EASEMENT, REQUIRES 5 UTILITY
 RELEASES, MISSING THE WPB WATER
 DEPARTMENT. ZONING WILL REQUIRE A MINOR
 AMENDMENT.
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2004-11-30 Cont ID  
Sent By jwitmer Date 2004-11-30 Time 15:57 Rev Time 3.00
Received By jwitmer Date 2004-11-30 Time 15:56 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2004-11-17 Cont ID  
Sent By jwitmer Date 2004-11-17 Time 10:59 Rev Time 4.44
Received By jwitmer Date 2004-11-17 Time 10:59 Sent To  
Notes
2004-11-17 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04051040
 ADD: 2485 METROCENTRE BLVD
 CONT:PARAG CONSTRUCTION
 TEL: (754)264-6192
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 3RD REVIEW
 ACTION: DENIED
  
 NOTE: PLANS ARE CODE COMPLIANT, FOR
 BUILDING!
 REQUIREMENETS TO BE SATISFIED:
  
 1) (3) THREE SETS OF PLANS/ 2 SUBMITTED
 CALLED STEVE BRUH FOR 3RD SET.
 2) (3) THREE SETS OF ENERGY
 CALCULATIONS
 / 2 SUBMITTED
 3) ALTUSA TILE DOES NOT MEET THE WIND
 REQUIREMENTS OF ROOF END ZONE 3.
 CONTRACTOR TO SUBMIT NEW APPROVALS
 OR
 LET THE ROOFING CONTRACTOR SUBMIT
 UNDER SEPERATE PERMIT.
 4)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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2004-11-05 Cont ID  
Sent By jwitmer Date 2004-11-05 Time 15:55 Rev Time 6.00
Received By jwitmer Date 2004-11-05 Time 10:54 Sent To  
Notes
2004-11-01 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04051040
 ADD: 2485 METROCENTRE BLVD
 CONT: PARAG CONSTRUCTION
 TEL: (754)264-6192
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
 3RDREVIEW
 ACTION: DENIED
  
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
 THE NOC BY FL STATE LAW NEEDS TO BE
 RE-RECORDED, NO WORK HAS STARTED AFTER
 90 DAYS OF RECORDING.
  
 2) SOILS REPORTS:
 A) (3) ORIGINAL SIGNED & SEALD SOILS
 REPORTS ARE REQUIRED.
 B) (3) ORIGINAL DENSITY REPORTS BY
 NUTTING.
 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 STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 3) PROVIDE ENERGY CALS, (3) REQUEST,
 FL BLD CODE CHAP 13 ENERGY EFFICENCY
 PROVIDE ENERGY CALS/ W MANUAL "J"
  
 4)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 COMMENT# 7 FROM PREVIOUS REVIEW,
 THE DO NOT MATCH, THE FLOOR PLAN VS THE
 ELEVATION, ON THE ELEVATION (NORTH) OF
 SHEET A-1 (2) WINDOWS ARE MISSING ON
 EACH FLOOR. SEE ROOMS 100,102,104,106 &
 108. MISSING WINDOWS IN ROOMS 100 &
 108.
  
 5)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
 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) EXTERIOR STEEL DOORS
 B) EXTEIOR GLAZED DOORS
 C) EXTERIOR AUTO FRONT ENTRY DOORS
 D) EFIS SYSTEMS
 E) WALL LOUVER
 F) STRUCTURAL COMPONENTS
 1) WOOD CONNECTORS/ TRUSS CONNECTORS
 2) EXTERIOR RAILINGS
 G) ROOF ASEMBLIES, FLAT, UNDERLAYMENT,
 ROOF TILES
  
 6)THE STRUCTURAL AND ARCHITECTURAL
 PLANS
 DO NOT PROVIDE SUFFICENT INFORMATION ON
 THE PORT COCHERE CEILING.NOTE (11) FROM
 THE PREVIOUS REVIEW.
 A) PROVIDE THE ATTACHMENT INFORMATION
 BE
 TWEEN THE METAL HIGH-HAT AND BAR JOIST.
 B) PROVIDE MANUFACTURERS RECOMMENDATION
 (APPROVAL) FOR EXTERIOR CEILINGS OR
 SOFFITS.
 C) SHEET A-5 PORT COCHERE DETAIL
 DOESN'T
 INDICATE THE FINISH MATERIAL TO BE USED
  
 OVER THE GYPSUM SHEATHING, PLEASE GIVE
 FINISH. NOTE UNDER LIMITATIONS FOR
 EXTER
 IOR GYPSUM SHEATHING IS NOT A SUITABLE
 SUBTRATE FOR THE DIRECT APLICATION OF
 STUCCO, PAINT OR TEXTURES.
  
 7) NOTE# 16 FROM THE PREVIOUS REVIEW,
 STORAGE ROOM NEXT TO THE STAIRWELL AT
 EACH END OF THE BUILDING DO NOT PROVIDE
  
 FIRE RATED DOORS, SEEA-6 DOOR SCHEDULE
 DOOR# 15. TABLE 704.1 OCCUPANCY SEPERA-
 TION S2 LOW HAZARD 2HR.
  
 7B) NOTE# 16 FROM THE PREVIOUS REVIEW:
 PROVIDE THE EQUIVALANT THICKNESS FOR THE
 BLOCK WALL SEPERATING THE STORAGE ROOMS
 AND SUITES. EQUIVALANT THICKNESS IS TO
 BE PROVIDED BY THE BLOCK MANUFACTURER
 FOR A 2 HR WALL, SEE 709.3.1.
  
 8) NOTE# 20 FROM PREVIOUS REVIEW:
 A) SHEET S-5 DETAIL "A" CORRECT SIZE OF
  
 BOLTS TO BE USED IN FOOTER 4-34/DIA.
 B) COLUMN SPLICE WHAT TYPE OF METALS
 ARE
 TO BE USED FOR THE "SPLICE" WHAT TYPE OF
  
 WELD & THICKNESS.
 C) STEEL COLUMN INDICATES THE USE OF A
 4"X4", BUT NO THICKNESS IS PROVIDED?
 D) SAME DETAIL CAP PLATES INDICATE SEE
 COLUMN SCHEDULEFOR THE SIZE BUT WHERE?
 PROVIDE THE SIZE, THICKNESS AND THE
 WELD
 AND THE AMOUNT OF WEIGHT TO BE
 RESISTED.
 ARE GUSSET PLATES REQUIRED FOR UNDER THE
  
 CAP PLATES?
  
 9) MISSING THE ROOF FRAMING IN REGAURDS
  
 TO THE CONCRETE ROOF DECK.
  
 10) 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.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2004-08-18 Cont ID  
Sent By jwitmer Date 2004-08-18 Time 10:07 Rev Time 8.00
Received By jwitmer Date 2004-08-18 Time 10:07 Sent To  
Notes
2004-08-18 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04051040
 ADD: 2485 METROCENTRE BLVD
 CONT: PARAG CONSTRUCTION
 TEL: (561)767-0398
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 "*" THIS SYMBOL MEANS THE CODE ARTICLE
 REFRENCED IS A W.P.B. AMENDMENT.
  
 2ND REVIEW
 ACTION: DENIED
  
 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.
  
 1) NOTICE OF COMMENCEMENT- WILL HAVE TO
 BE REFILED, NO WORK COMMENCED WITHIN 90
 DAYS OF BEING RECORDED WILL REQUIRE NOC
 TO BE REFILED.
  
 2) SOILS REPORTS SUBMITTED HAVE TO BE
 SIGNED AND SEALED (3).
 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 STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 3)PROVIDE ENERGY CALCULATIONS AND
 EQUIPMENT SIZING CALCULATIONS (MANUAL J)
 AS REQUIRED BY THE 2001 FLORIDA ENERGY
 EFFICIENTCY CODE FOR BUILDING CONSTRUC-
 TION. 2ND REQUEST!
  
 4) FBC* 105.3 RESIDENT INSPECTOR.
 THE SUBMITTED RESUME IS OK BUT A MEETING
 WITH HAROLD PISKURA AND DOCUMENTS TO BE
 SIGNED ARE REQUIRED BEFORE A PERMIT CAN
 BE ISSUED.
  
 5) PROVIDE (3) SETS OF ALL PLANS, SPECS,
 TEST, AND PRODUCT APPROVALS, PART OF THE
 RESIDENT INSPECTOR PROGRAM. 2ND REQUEST!
  
 6) PLANS DO NOT PROVIDE WHAT ELEVATION
 THE FIRST FLOOR WILL BE SET AT? BUILDING
 WILL BE IN A FLOOD ZONE, PROVIDE AN ELE.
 ON PLANS, FIRST FLOOR MINIMUM ELEVATION
 IS 16'-6". FLOOD ZONE A-8 MINIMUM FINISH
 FLOOR ELE IS 16'-6", A FLOOD ZONE ELEVA-
 TION CERTIFICATE WILL BE REQUIRED BEFORE
 A C.O. WILL BE ISSUED. 2ND REQUEST.
  
 7)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED, PLANS
 DO NOT MATCH, 2ND REQUEST, RE-EVALUATE
 END ZONE PRESSURES FOR ROOMS 100, 200 &
 300. SHEET A-1.1 INDICATES (5) WINDOWS
 ALONG ROOMS 100, 102, 104, 106, AND 108.
 THE ELEVATIONS ON SHEET A-1 NORTH ELEVA-
 TION ONLY INDICATES (3) WINDOWS PER
 FLOOR!!!!! PROVIDE WINDOWS ON ELEVATIONS
 AND THE PRESSURES FOR THE END ZONES!!!!
 2ND REQUEST!
  
 8)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
 2ND REQUEST!
  
 9) 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 REPORTS SUBMITTED CHARTS ARE
 ILLEGIBLE. CIRCLE THE TYPE GLASS TO BE
 USED (A-E2).
 B) SPANDREL GLASS HAS A ARCHED HEAD,FIX-
 ED GLASS PROVIDE REPORT.
 C) MULLIONS- THE SPANDREL GLASS SYSTEM
 SPANS 3 STORIES (WEST ELE), PROVIDE
 DETAILS AS TO WHERE THE HORIZONTAL AND
 VERTICAL MULLIONS ARE TO BE JOINED.
 CHARTS ARE GOOD TO 53"X 74"?
 D) PROVIDE MULLION REPORT FOR RADIUS
 HEAD USED IN SPANDREAL SYSTEM.
 E)EXTERIOR STEEL DOORS, AUTO FRONT ENTRY
 DOORS, OR GLAZED ENRTY DOORS.
 F) EFIS SYSTEMS,
 G) WALL LOUVERS
 H) STRUCTURAL COMPONENTS-
 1- WOOD CONNECTORS/ TRUSS CONNECTORS
 2- EXTERIOR RAILINGS
 I) ROOFING ASSEMBLIES, FLAT, UNDERLAY-
 MENTS, ROOF TILE.
  
 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)STRUCTURAL NOR ARCHITECTURAL PLANS DO
 NOT PROVIDE DETAILS AS HOW THE CEILING
 OF THE PORT COCHERE WILL BE MADE OF OR
 HOW OFTEN?SECTION A/S-4.
  
 12) FLORIDA ACCESSIBILITY CODE, PORT
 COCHERE 11-4.6.6. PASSENGER LOADING
 ZONE, THE PLANS DO NOT PROVIDE INFORMA-
 TION FOR THE PASSENGER LOADING ZONE
 UNDER THE PORT COCHERE.IS THERE A RAISED
 WALKWAY, CURBCUT AND HOW IS THE PASSEN-
 GER LOADING ZONE MARKED? 2ND REQUEST!
  
 13) SHEET A-1.1C LAUNDRY ROOM RESTROOM,
 THE DOORWAY TO THE RESTROOM IS NOT
 ACCESSIBLE. SEE CLEAR WIDTH 11-4.3.3 IF
 A PERSON INA WHEELCHAIR MUST MAKE A
 TURN AROUND AN OBSTICLE, THE MINIMUM
 CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL
 BE AS SHOWN IN FIGURE 7(A) AND 7(B).SEE
 7(B) WHEN X< 48". ONCE AROUND THE WALL
 THE SWING OF THE DOOR MAKES IT IMPOSS-
 IBLE TO HAVE A CLEAR FLOOR SPACE 30'X48"
  
 14) LAUNDRY ROOM: LAUNDRY CHUTE,
 A) THE TERMINATION ROOM REQUIRES A 3/4
 HOUR RATED DOOR SEE TABLE 705.1.2.
 B) TRASH CHUTE ACCESS ROOMS ON THE 2ND
 AND 3RD FLOOR ALSO REQUIRE A 3/4HR DOOR.
 SEE DOOR # 5 IN SCHEDULE.
 C) SHEET A-13 LAUNDRY CHUTE SECTION,
 SEE UL U401 THIS DECRIPTION VERSES WHAT
 IS SPECED ON THE PLANS IS A DESREPANCY,
 PLASTER, METAL LATH AND WIRE STUDS.
 D) 705.2.4.6 AN AUTOMATIC FIRE SPRINK-
 LER SYSTEM SHALL BE INSTALLED AT THE TOP
 AND ALTERNATE FLOOR LEVELS IN REFUSE AND
 LAUNDRY CHUTES AND TERMINATION ROOMS.
  
 15) SHEET A-12 ROOF STAIR PLAN REVISED
 TO REFLECT A WALL BETWEEN THE STAIRWELL
 AND STORAGE ROOM. THE DOOR SCHEDULE LIST
 THIS DOOR AS #15, NO MENTION OF 3/4 HR
 RATING, TABLE 705.1.2.
  
 16) SHEET A-12 DETAILS OF STAIR PLANS
 INDICATE STORAGE UNITS NEXT TO ALL THE
 STAIRWELLS, REQUIRING 2HR WALLS(TABLE
 704.1 STORAGE LOW HAZARD) THIS ALSO WILL
 REQUIRE RATING AT DOORS. ALSO PROVIDE
 THE EQUIVALENT THICKNESS OF THE 6" BLOCK
 TO BE PROVIDED BY THE BLOCK MANUFACTURER
 FOR A 2 HR WALL. ROOF STAIR PLAN INDICI-
 CATES DOOR# 15 WITH NO RATING 3/4 HR
 RATING REQUIRED, 705.1.2.
  
 17) SHEET S-4 WIND DESIGN CRITERIA STILL
 NEEDS CORRECTING, THE EXPOSURE CATEGORY
 IS A "B" DO NOT USE THE CODE SECTION
 1619.2 HIGH WIND BROWARD COUNTY, BROWARD
 COUNTY REQUIRES A "C" EXPOSURE.IF DESIGN
 ING TO THIS THE PRESSURE ZONES AND MULTI
 PLIERS ARE TO BE APPLIED.
  
 18) SHEET A-6, S-4 BOTH INDICATE THE USE
 OF WOOD TRUSSES FOR THE ROOF, UNDER THIS
 REVIEW THIS BUILDING IS A TYPE IV UNPRO-
 TECTED/ SPRINKLERED, TABLE 600 REQUIRES
 THE ROOF TO BE NONCOMBUSTIBLE, 2 STORIES
 MAY USE FIRE RETARDANT TREATED PLYWOOD.
 DEPENDING ON THE CLASSIFICATION OF THIS
 BUILDING ADDITIONAL COMMENTS MAY RISE TO
 THE ATTACHMENT OF ROOF TILE TO THE SUB-
 STRATE.
  
 19) SHEET S-4 CANTILEVERED CANOPY.SHEET
 S-4 DETAIL"C"MISSING WELD THICKNESS,
 THICKNESS OF STEEL PIPE, DESCEPANCY
 BETWEEN S-4 & A-5, S-4 SHOWS AN ENBED IN
 A 8" WALL WHEREAS A-5 SHOWS THE ENDBED
 IN THE END OF A POURED 6" WALL.THE PLATE
 SIZES ARE ALSO 2" IN DIFFERENCE.PROVIDE
 ADDITIONAL DETAILS FOR COVERAGE OVER THE
 STUDS IN THE EMBEDS.2ND REQUEST.
  
 20 A)SHEET S-5 DETAILS"A" CORRECT SIZE
 BOLTS TO BE USED IN FOOTER 4-34/DIA. AB
 B) COLUMN SPLICE WHAT TYPE OF METALS ARE
 TO BE USED FOR "SPLICE" WHAT TYPE OF
 WELD AND THICKNESS.
 C) STEEL COLUMNS INDICATE SIZE 4"X4" BUT
 NO THICKNESS PROVIDED?
 D) SAME DETAIL CAP PLATES INDICATE SEE
 COLUMN SCHEDULE FOR SIZE BUT WHERE?
 PROVIDE SIZE, THICKNESS AND WELD AND THE
 AMOUNT OF WWEIGHT TO BE RESISTED. WELD
 AND THICKNESS,ARE GUSSET PLATES REQUIRED
  
 21) SHEET S-5 DETAIL"C", PROVIDE THE
 DESIGN LOAD FOR THE 6" BLOCK, ACI 530-99
  
 22) MISSING THE ROOF FRAMING IN REGAURDS
 TO THE CONCRETE ROOF DECK.
  
 23) PROVIDE FIRE SPRINKLER PLANS BEFORE
 PERMIT CAN BE ISSUED. 2ND REQUEST.
  
 24)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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL (561)805-6715
 FAX (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-06-19 Cont ID  
Sent By jwitmer Date 2004-06-19 Time 15:55 Rev Time 7.50
Received By jwitmer Date 2004-06-19 Time 15:48 Sent To  
Notes
2004-06-19 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04051040
 ADD: 2485 METROCENTRE BLVD
 CONT: PARAG CONSTRUCTION
 TEL: (561)767-0398
 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 DEFINITLY KNOWN OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, 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) FL BLD CODE CHAP 13 ENERGY EFFICENCY
 PROVIDE ENERGY CALS/ W MANUAL "J"
  
 4) FBC* 105.3RESIDENT INSPECTOR.
 SUBMIT INSPECTOR RESUME' AND LICENSE
 DOCUMENTS TO HAROLD PISKURA, DIRECTOR OF
 THE RESIDENT INSPECTOR PROGRAM.A
 RESIDENT INSPECTOR PROGRAM IS REQUIRED,
 ON THIS PROJECT, DUE TO ONE OR MORE OF
 THE FOLLOWING:
 - BUILDINGS/ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 - ANY MAJOR STRUCTURAL ALTERATIONS
 - STRUCTURES IN WHICH THE CONCRETE
 DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F'C) IN EXCESS OF 3000 PSI
 - PILE DRIVING
 - BUILDINGS OVER 20,000 SQFT IN AREA
 - BUILDINGS OVER 2 STORIES IN HEIGHT
 - BUILDING/STRUCTURES OF UNUSUAL DESIGN
 OR METHODS OF CONSTRUCTION
 ***PROVIDE (3) SETS OF ALL PLANS, SPECS,
 TEST AND PRODUCT APPROVALS.*************
  
 5)903.8.2 FLOR ST STATUTE 553.895(2)
 ALL RESIDENTIAL BUILD. 3 OR MORE STORIES
 TALL WHETHER DESIGNATED AS TOWNHOUSE,
 CONDOMINIUMS, "APARTMENT HOUSES,
 TENEMENTS, GARDEN APARTMENTS OR BY ANY
 OTHER NAME SHALL BE SUPPLIED BY FIRE
 SPRINKLERS MEETING NFPA 101.
  
 6) PROVIDE FLOOD ZONE ELEVATION
 CERTIFICATE FOR NEW CONSTRUTION WITH
 BASE FLOOD ELEVATION, CITY CODE REQUIRES
 AN ADDITIONAL 6". FLOOD ZONE A-8
 MINIMUM FINISH FLOOR ELEVATION 16'-6".
  
 7) PLANS DO NOT PROVIDE THE MINIMUM
 BUILDING TYPE DESIGN CRITERIA?
  
 8)FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 6) RE-EVALUATE END ZONES, EAST END,
 ROOMS 100,200 & 300, LOW PRESSURE.
  
 7) 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 FIXED OR OPERATABLE
 B) MULLIONS
 C) EXTERIOR DOORS
 D) STOREFRONT SYSTEMS
 E) EFIS SYSTEMS
 F) WALL LOUVERS
 G) ROOFING
 H) SHUTTERS
 I) STRUCTURAL COMPONENTS, WOOD CONNECT
 ORS, TRUSS ANCHORS AND RAILINGS
  
 8)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
  
 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)PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
  
 12)FLORIDA ACCESSIBILITY, PORTICO
 11-4.6.6 PASSENGER LOADING ZONE, PLANS
 DO NOT PROVIDE INFORMATION FOR THE PASS-
 ENGER LOADING ZONE UNDER THE PORTICO.
  
 13) SHEET SP-1 PLANS INDICATE A TRANSFOR
 MER NEXT TO A SIDEWALK, BEFORE THE TRANS
 FORMER THE SIDEWALK IS A MINIMUM OF 44"
 WHICH IS CORRECT FOR A MEANS OF EGRESS.
 THIS SIDEWALK IS PART OF THE EXIT DIS-
 CHARGE REQUIRING A CONTINIOUS 44".
 SEE DEFINTIONS, MEANS OF EGRESS.
  
 14)DOOR BETWEEN THE EXERCISE ROOM TO THE
 SPA DRAWN IN AT 2'-0" NOT 3'-0", ALSO
 THISDOOR REQUIRES 18"ON THE PULL SIDE.
 11-4.13.6 MANEUVERING CLEARENCES
 AT DOORS. MINIMUM MANEUVERING CLEARENCES
 AT DOORS THAT ARE NOT AUTOMATIC OR
 POWER-ASSISTED SHALL BE AS SHOWN IN
 FIG. 25. THE FLOOR OR GROUND AREA WITH
 IN THE REQUIRED CLEARENCES SHALL BE
 CLEAR & LEVEL.
  
 15) EXIT STAIR TOWERS INDICATE THE USE
 OF A 1 HR "C" LABEL DOOR, SEE 705.1.3.4
 REQUIRING A 1 HR "B" OR AVERAGE TEMPERA-
 TURE RISE DEVELOPED ON THE UNEXPOSED
 SIDE SHALL NOT EXCEED 450 DEGRESS AT THE
 END OF 30 MINUTES OF STANDARD FIRE TEST
 EXPOSURE.
  
 16) SHEET A-1.1B INDICATES AN 1/8" SCALE
 BUT IS ACTUAL 1/4".
  
 17) SHEET A-1.1B WORKSHOP MAINTANCE ROOM
 TOILET ROOM AND BY THE EXERCISE ROOM ARE
 REQUIRED TO BE ACCESSIBLE. SEE COMMON
 USE AND ACCESSIBLE. 11-4.1.3(11)THE
 SAME HOLDS TRUE WITH LAUNDRY RESTROOM.
  
 18)THE MAINTANCE ROOM RESTROOM DOOR WILL
 NEED TO BE A 36" DOOR.
  
 19) LAUNDRY ROOM: LAUNDRY CHUTE,
 A) TERMINATION ROOM, REQUIRES A 3/4 HR
 DOOR, SEE TABLE 705.1.2.
 B) ACCESS ROOMS DOORS ON THE 2ND & 3RD
 FLOORS ALSO REQUIRE A 3/4 HR DOOR.
 SEE 705.2.4.3.
 C) SHEET A-13 DETAIL "C" INDICATES A
 UL-U411 (2HR) WALL. YOUR DETAIL ALSO HAS
 DRYWALL ON 1 SIDE OF THE STUDS? PROVIDE
 THE CORRECT UL LISTING FOR A 1 HR SHAFT
 ENCLOSURE (LAUNDRY CHUTE) LESS THAN
 4 STORIES.
 D) 705.2.3.4.2. WHEN A SHAFT EXTENDS
 THROUGH THE ROOF, THE SHAFT ENCLOSURE
 SHALL SHALL EXTEND AT LEAST 36" ABOVE
 THE HIGHEST PART OF THE ROOF THAT IS
 WITHIN 5 FT OF THE OPENING. THE ENCLO-
 SURE WALL OR COMBINATION OF ENCLOSURE
 WALL OR COMBINATION OF ENCLOSURE WALL
 AND GUARDRAIL SHALL BE AT LEAST 42" HIGH
 E) 705.2.4.6. AN AUTOMATIC FIRE SPRINK-
 LER SYSTEM SHALL BE INSTALLED AT THE TOP
 AND ALTERNATE FLOOR LEVELSIN REFUSE AND
 LAUNDRY CHUTES AND TERMINATION AND
 INCINERATION ROOMS.
  
 20)SHEET A-12 ROOF STAIR PLAN, INDICATES
 STORAGE COMPARMENT IN THE STAIRWELL.
 1006.1.3 A STAIRWELL ENCLOSURE SHALL NOT
 BE USED FOR ANY PURPOSE OTHER THAN A
 MEANS OF EGRESS.
  
 21) SHEET A-11A SEE DESIGN CRITERIA FOR
 EXTERIOR WALL FRAMING, CORRECT CODE REF-
 RENCED AND WIND SPEED.
  
 22) SHEET S-4 WIND DESIGN DOESN'T INDI-
 CATE IF DESIGNED TO 1606.6 OR ASCE 7-98.
 A) DESIGN CRITERIA IS FOR A ONE STORY
 STRUCTURE MRH 17'-6".
 B) LOW PRESSURES!!!!
 C) DESIGN CHART IS FOR < 30'.SEE
 SHEET A-1 WEST ELE. MEAN ROOF > 30'.
  
 23) SHEET S-4 PORTE COCHERE SECTION
 INDICATES CEMENT ROOF TILE ATTACHED DIR-
 ECTLY TO STEEL DECK, PROVIDE PRODUCT
 TESTING REPORT WITH THIS APPLICATION.
 THERE IS NOT ENOUGH INFORMATION SUBMITT-
 ED FOR STRUCTURAL REVIEW OF THE PORTE
 COCHERE.
  
 24) SHEET S-4 CANTILEVERED CANOPY.
 PLANS DO NOT GIVE INFORMATION REQUIRED
 FOR STRUCTURAL REVIEW.S-4 & A-5 INDICATE
 TENSION CABLES BEING USED AND ANCHORED
 INTO A EXTERIOR STEEL STUD WALL, NO
 DETAILS.
  
 25) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 PLANS ARE INSUFICIENT FOR THE ELEVATION
 CONTAINING THE SPANDRIAL GLASS.
 A) SHEET A-10 INDICATES THE GABLE END
 BRACING DUT A-6 DETAIL DOESN'T GIVE THE
 CORRECT DETAIL, THERE SHOULD BE A
 CONCRETE DECK, PT LEDGER THEN THE GABLE
 END, NO CONNECTION DETAILS GIVEN.
 B) BENEATH THE CONCRETE DECK THERE IS A
 METAL FRAMED WALL, WHERE IS THE GLASS
 TO END?
 C) SHEET A-6 GABLE END DOES NOT PROVIDE
 WHAT TYPE FRAMING IS TO BE USED FOR THE
 VERTICAL BRACE, HOW OFTEN THE BRACE IS
 TO BE INSTALLED OR LENGHT OF BRACE.
 D) SHEET A-6 GIVES DETAIL ON VENTING
 BUT NO INFORMATION ON HOW OFTEN THE
 ROOF VENTS ARE REQUIRED.
  
 26) 1606.4.4 ANCHOR METHODS. PROVIDE
 INFORMATION FOR INSTALLATION OF DOOR
 AND WINDOW BUCKS.
  
 27)1503.4.2 OVERFLOW DRAINS SHALL BE
 THE SAME SIZE AS ROOF DRAINS, INSTALLED
 WITH THE INLET FLOW LINE LOCATED 2"
 ABOVE THE LOWEST POINT OF THE ROOF LINE.
 OVERFLOW SCUPPERS SHALL BE A MINIMUM OF
 4"IN HEIGTH AND SHALL BE PLACED IN WALLS
 OR PARARETS WITH THE INLET FLOW LINE
 NOT LESS THAN 2" ABOVE THE ROOF SURFACE.
  
 28)IMPACT FEES. THE PLANS SHALL BE TAKEN
 TO PALM BEACH COUNTY BUILDING DEPARTMENT
 FOR IMPACT FEE ASSESSMENT. THEY SHALL BE
 STAMPED AT THAT OFFICE AND A COPY OF THE
 PAID RECEIPT SUBMITTED TO THE CITY OF
 WEST PALM BEACH DEPT OF CONSTRUCTION
 SERVICES BEFORE A PERMIT CAN BE ISSUED.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 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 20:29 Rev Time 0.50
Received By dpalmer Date 2004-08-03 Time 20:06 Sent To  
Notes
2004-08-03 00:00:00ELECTRICAL PLANS STAMPED.
 OK.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2004-06-07 Cont ID  
Sent By dpalmer Date 2004-06-07 Time 12:52 Rev Time 2.00
Received By dpalmer Date 2004-06-07 Time 12:52 Sent To  
Notes
2004-06-07 00:00:00************UNSAT ************
  
 1)NOTE: PLEASE PROVIDE WIND LOAD INFOR-
 -MATION PER FBC. 140 MPH FOR LT POLE/
 FIATURES.
  
 2)NOTE: POOL TO BE UNDER SEPARATE PERMIT
 ALL PHOTOMETRICS FOR SWIMMING POOLS
 AND SWIMMING AFTER DUSK MUST BE SUBMITT-
 -ED TO PALM BEACH COUNTY HEALTH DEPT.
 FOR REVIEW.
  
 3)NOTE: NOTED: LIGHTNING PROTECTION
 SYSTEM IF INSTALLED BY SUB CONTRACTOR
 AND NOT ELECTRICAL CONTRACTOR MUSTBE
 UNDER SEPARATE PERMIT.
  
 4)NOTE: NOTED: SATELITE DISH REQUIRES
 PERMIT MORE THAN 39". THIS IS ONLY A
 NOTE>
  
 5)NOTE: PLEASE SEE RECEPT SPACING FOR
 GUEST RMS TO MEET 210.52, PER 210.60
 PLEASE SEE A FEW LAYOUTS ON E-10,11
  
 PLEASE SEE COMMENTS FROM OTHER REVIEWERS
 AS THEY MAY HAVE AN AFFECT ON ELECTRICAL
 PLANS.
  
 PLEASE REMOVE ALL OLD/VOIDED SHEETS AND
 ONLY INSERT NEW SHEETS INTO COMPLETE
 SETS FOR REVIEW AND STAMPING.
  
  
 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 F Date 2007-08-16 Cont ID  
Sent By rchokshi Date 2007-08-15 Time 13:21 Rev Time 0.00
Received By rchokshi Date 2007-08-15 Time 13:21 Sent To Z
Notes
2007-08-16 15:30:25****FAILED****
  
  
 PLEASE EXPLAIN IN DETAIL WHAT CHANGES YOU MADE IN
 PAVING PLAN? DID YOU INCREASE PAVING AREA? IF YOU DID,
 THEN YOU NEED TO REVISE WATER QUALITY CALS.
 YOU NEED TO EXPLAIN THECHANGES IN DRAINAGE PLAN,DID
 YOU CHANGE A CONTROL STRUCTURE? CHANGES IN BLEEDING
 ELEVATION ?
  
 PLEASE EXPLAIN EACH OF THE ITEMS.
  
 RASIK CHOKSHI805-6723
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2004-11-30 Cont ID  
Sent By mamini Date 2004-11-30 Time 15:30 Rev Time 0.25
Received By mamini Date 2004-11-30 Time 15:30 Sent To  
Notes
2004-11-30 00:00:00 
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2004-05-25 Cont ID  
Sent By mamini Date 2004-05-25 Time 10:23 Rev Time 0.50
Received By mamini Date 2004-05-25 Time 10:23 Sent To  
Notes
2004-05-25 00:00:00PASSED :
 1. SEE PERMIT # 04040979 FOR UNDERGROUND
 UTILITIES AND SITE WORK.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2004-11-05 Cont ID  
Sent By mcarsill Date 2004-11-05 Time 11:01 Rev Time 0.00
Received By mcarsill Date 2004-11-05 Time 10:55 Sent To  
Notes
2004-11-05 00:00:001) ELEVATOR WARNING SIGNS REQUIRED
 AT EACH ELEVATOR OPENING.
  
 2) ALL VERTICAL SHAFTS ARE TO BE FIRE
 SPRINKLER PROTECTED.
  
 3) REQUIRED FIRE ALARM SYSTEM SHALL
 BE UL LISTED FOR CENTRAL STATION
 SERVICE.
  
 4) SMOKE DETECTORS SHALL BE INSTALLED
 A MINIMUM OF THREE FEET OF AIR
 CONDITIONER DIFFUSERS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2004-07-30 Cont ID  
Sent By mcarsill Date 2004-07-30 Time 10:59 Rev Time 0.00
Received By mcarsill Date 2004-07-30 Time 10:58 Sent To  
Notes
2004-07-30 00:00:001) FIRE SPRINKLER HEADS SHALL BE
 QUICK RESPONSE OR LISTED
 RESIDENTIAL SPRINKLER HEADS.
 BUILDING IS USED FOR TRANSIENT LODGING.
 MUST COMPLY WITH APPLICABLE REQUIREMENTS
  
 2) FIRE SPRINKLER PROTECTION REQUIRED
 ABOVE THE CEILING TO PROTECT THE
 WOOD TRUSSES.
  
 3) SOFFITS SHALL NOT INTERFERE WITH
 THE OPERATION OF ANY FIRE SPRINKLER
 HEADS.
  
 4) ALL VERTICAL SHAFTS THAT ARE LARGE
 ENOUGH FOR PERSONS TO FALL INTO MUST
 MARKED SHAFTWAY WITH 6" HIGH LETTERS.
  
 5) ALL SMOKE DETECTORS SHALL BE
 INSTALLED A MINIMUM OF THREE FEET FROM
 AC DIFFUSERS.
  
 6) NEW FIRE ALARM SYSTEM MUST BE
 UL LISTED FOR CENTRAL STATION SERVICE.
  
 7) WHY IS THE OVERHAND NOT FIRE
 SPRINKLER PROTECTED. IS IT NOT FOUR
 FEET WIDE AND COMBUSTIBLE LUGGAGE
 DROPPED OFF THERE.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2004-05-25 Cont ID  
Sent By mcarsill Date 2004-05-25 Time 10:31 Rev Time 0.00
Received By mcarsill Date 2004-05-25 Time 10:31 Sent To  
Notes
2004-05-25 00:00:001) ALL DEMOLITION, RENOVATION, AND
 CONSTRUCTION TO COMPLY WITH NFPA 241.
  
 2) SUITABLE ROADS ARE REQUIRED DURING
 CONSTRUCTION FOR FIRE AND PARAMEDICAL
 ACCESS.
  
 3) WET FIRE HYDRANTS ARE REQUIRED PRIOR
 TO, DURING AND AFTER CONSTRUCTION.
  
 4) BUILDING ADDRESS NOT SHOWN ON
 ELEVATION DRAWING. A MINIMUM OF AT LEAST
 6" HIGH NUMBERS ARE REQUIRED.
  
 5) A KNOX-BOX WILL BE REQUIRED.
  
 6) KNOX-BOX LOCKING CAPS WILL BE
 REQUIRED FOR THE FIRE DEPARTMENT
 CONNECTION.
  
 7) PLEASE PROVIDE PRODUCT APPROVALS
 FOR FIRE RATED GLAZING SHOWN ON
 PAGE A-1.1A.
  
 8) PLEASE INDICATE INTERIOR FINISH
 CLASSIFICATIONS FOR WALLS AND CEILINGS.
  
 9) TACTILE SIGNAGE REQUIRED AT EXITS.
  
 10) ALL SHAFTS THAT ARE LARGE ENOUGH
 FOR PERSONS TO FALL INTO MUST BE
 MARKED SHAFTWAY WITH 6" HIGH LETTERS.
  
 11) OCCUPANT EMERGENCY INSTRUCTIONS
 SHALL BE POSTED. PLEASE INDICATE
 LOCATIONS.
  
 12) PLEASE INDICATE PRESCRIPTIVE
 STRENGTH REQUIREMENTS FOR ALL HANDRAILS
 AND GUARDRAILS.
  
 13) HOW DO THE SINGLE SMOKE DETECTOR
 IN ROOMS MEET THE CURRENT REQUIREMENTS.
  
 14) ELECTRONIC SWITCHES, CHAIN AND
 LOCK REQUIRED ON FIRE LINE BACKFLOW
 DEVICE.
  
 15) NO FIRE SPRINKLER PLANS PROVIDED.
  
 16) PLEASE DISPLAY ALL FIRE EXTINGUISHER
 LOCATIONS.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 22 Status N Date 2007-08-08 Cont ID  
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2007-08-08 18:10:19TO ENG INBOX
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2004-11-30 00:00:00SENT TO COMM BD#38/RESUB.
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Rev No 4 Status N Date 2004-11-15 Cont ID  
Sent By csiegber Date 2004-11-15 Time 09:58 Rev Time 0.00
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Notes
2004-11-15 00:00:00TO COMM BD#53
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Rev No 3 Status N Date 2004-10-06 Cont ID  
Sent By mmclean Date 2004-10-28 Time 08:19 Rev Time 0.00
Received By csiegber Date 2004-10-06 Time 09:44 Sent To  
Notes
2004-10-06 00:00:00TO COMM BD#40
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2004-07-27 Cont ID  
Sent By csiegber Date 2004-07-27 Time 15:48 Rev Time 0.00
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Notes
2004-07-27 00:00:00TO COMM BD#63
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Rev No 1 Status N Date 2004-05-24 Cont ID  
Sent By alange Date 2004-05-24 Time 13:21 Rev Time 0.00
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Notes
2004-05-24 00:00:00TO COMM BD #31
Review Stop M MECHANICAL (A/C)
Rev No 6 Status P Date 2007-08-10 Cont ID  
Sent By rregueir Date 2007-08-10 Time 10:44 Rev Time 0.00
Received By rregueir Date 2007-08-10 Time 10:05 Sent To PC
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 5 Status F Date 2007-06-02 Cont ID  
Sent By rregueir Date 2007-06-02 Time 15:05 Rev Time 0.00
Received By rregueir Date 2007-06-02 Time 14:59 Sent To PC
Notes
2007-06-02 15:04:552ND REVIEW: DENIED
  
 THE FOLLOWING COMMENTS ARE NUMBERED TO CORRESPOND WITH
 PREVIOUS REVIEW COMMENTS FOR CONTINUITY.
  
 1. OK
  
 2. OK
  
 3. FIRE DAMPERS SHALL NOT BE LOCATED IN CLOTHES DRYER
 EXHAUST DUCTS. FBC,M 504.4.
  
 4. M-4: THE WALL BETWEEN "MECHANICAL" AND "VENDING" HAS
 BEEN CORRECTLY PROTECTED WITH A FIRE DAMPER. HOWEVER,
 THE FIRE DAMPER NOW SHOWN AT THE WALL BETWEEN "VENDING"
 AND THE CORRIDOR IS NOT NEEDED BECAUSE THIS WALL IS NOT
 RATED (NOTICE THERE IS NO DOOR ON THE WALL OPENING INTO
 THE VENDING AREA).
  
 5. OK
  
 6. M-5: SEE COMMENT #4
  
 7. OK
  
 8. M-9: NOT CORRECTED
  
 9. ONLY 2 SETS OF PLANS WERE SUBMITTED FOR A SECOND
 TIME. PLEASE PROVIDE 3 SETS AS PREVIOUSLY REQUESTED.
  
 RONALD J REGUEIRO
 561.805.6719
 [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 4 Status F Date 2007-05-10 Cont ID  
Sent By rregueir Date 2007-05-10 Time 13:39 Rev Time 0.00
Received By rregueir Date 2007-05-09 Time 13:40 Sent To  
Notes
2007-05-10 13:39:19---------------DENIED-----------------
  
 FBC 2001 CODE FAMILY
 FBC 2001 CH. 1 AS AMENDED BY THE CITY OF WEST PALM
 BEACH
 NFPA 90A-99
  
 1. M-2: PLAN SHOWS FIRE DAMPER IN WALL BETWEEN FRONT
 DESK OFFICE AND REGISTRATION. THIS WALL IS NOT SHOWN TO
 BE RATED ON ARCHITECTURAL PLAN (A-1.1B). PLEASE
 COORDINATE PLANS. FIRE DAMPERS SHALL BE INSTALLED PER
 MANUFACTURER'S INSTRUCTIONS AND IN LOCATIONS LISTED IN
 FBC,M 607.1.2.
  
 2. M-2: CLOSET FOR AHU-5 IS DESIGNATED AS 'STORAGE' ON
 ARCHITECTURAL PLANS (A-1.1B). THIS ROOM IS A PLENUM AND
 SHOULD BE DESIGNATED AS A MECHANICAL CLOSET OR
 MECHANICAL EQUIPMENT ROOM PER FBC,M 602.1. PLENUMS
 SHALL NOT BE USED FOR OCCUPANCY OR STORAGE PER NFPA 90A
 SEC 2-3.10.2.
  
 3. M-2: TWO 10" ROUND DRYER EXHAUST DUCTS ARE
 PENETRATING A WALL DESIGNATED AS "W3" WHICH IF FIRE
 RATED ACCORDING TO THE WALL SCHEDULE ON PG A-8. DOES
 THIS WALL REQUIRE A RATING? IF SO, PLEASE SHOW HOW
 OPENINGS ARE TO BE PROTECTED IN ACCORDANCE WITH FBC,M
 607.1.2 & 607.1.3. IF NOT, PLEASE HAVE WALL DESIGNATION
 CHANGED TO A NON-RATED ASSEMBLY.
  
 4. M-4: MECHANICAL ROOM WHERE OUTSIDE AIR AND EXHAUST
 AIR SHAFT IS LOCATED SHOWS AN EXTRA WALL WHICH IS NOT
 ON ARCITECTURAL PLAN (A-2.1A). PLEASE COORDINATE
 DRAWINGS. ALSO, THERE IS A 10X8 DUCT PENETRATING THE
 WALL BETWEEN 'MECHANICAL' AND 'VENDING'. THIS WALL
 APPEARS TO REQUIRE A RATING, ALTHOUGH THE WALL TYPE IS
 NOT SHOWN ON ARCHITECTURAL PLANS. A FIRE DAMPER IS
 REQUIRED AT THIS LOCATION PER FBC,M 607.1.2.
  
 5. M-5: PLEASE SHOW SIZE OF DUCT FROM THE CORRIDOR TO
 RISER IN EAST STORAGE ROOM.
  
 6. M-5 PLEASE SEE COMMENT #4, EXCEPT THE WALL IN
 'MECHANICAL' IS MISSING ON THIS SHEET, BUT SHOWN ON
 ARCHITECTURAL (A3.1A). WHAT IS THIS WALL TYPE? ALSO,
 SAME FIRE DAMPER AS ABOVE IS REQUIRED.
  
 7. M-5: 10X8 EXHAUST DUCT IS PENETRATING A RATED WALL
 BETWEEN ROOMS 315 AND 317. A FIRE DAMPER IS REQUIRED
 PER FBC,M 607.1.2.
  
 8. M-9: FIRE DAMPER EXCEPTION AS STATED IN DETAIL #3
 ONLY APPLIES IF DUCT IS ABOVE A CEILING PER FBC,M
 607.1.3(3)(4).
  
 9. THIS JOB HAS BEEN DECLARED A THRESHOLD BUILDING. AS
 SUCH, THE CITY OF WEST PALM BEACH REQUIRES 3 COPIES OF
 PLANS AND SPECIFICATIONS BE SUBMITTED FOR REVIEW. ONLY
 TWO COPIES OF MECHANICAL REVISIONS WERE SUBMITTED.
  
 REVIEWED BY:
  
 RONALD J REGUEIRO
 561.805.6719
 [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2004-10-25 Cont ID  
Sent By pkrauss Date 2004-10-25 Time 16:23 Rev Time 0.55
Received By pkrauss Date 2004-10-25 Time 16:23 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2004-08-12 Cont ID  
Sent By pkrauss Date 2004-08-12 Time 09:22 Rev Time 0.45
Received By pkrauss Date 2004-08-12 Time 08:43 Sent To  
Notes
2004-08-12 00:00:00DENIED:
 1.PLAN SHEET M-2, M-4 & M-5, RELIEF
 GRILLE AT CORRIDOR WALL.IT APPEARS
 THIS WALL IS 1 HOUR FIRE RATED, THEREFOR
 FIRE DAMPERS ARE REQUIRED.DUCTS EXEMPT
 FROM HAVING FIRE DAMPERS SHALL COMPLY
 WITH 2001 FBC(M) 607.1.3 #3 ITEMS 1
 THROUGH 4.
 1. DUCTS SHALL NOT EXCEED 100 SQ IN.
 2. SHALL BE A MINIMUM OF .0217 STEEL.
 3. DUCT SHALL HAVE NO OPENINGS WITHIN
 5 FT OF RATED WALL.
 4. DUCT SHALL BE INSTALLED ABOVE THE
 CEILING.
  
 2.ENERGY & MANUAL J CALCULATIONS WERE
 NOT PROVIDED.
  
 PROVISO:
 AUXILIARY DRAIN PAN WITH OVERFLOW
 PROTECTION REQUIRED PER 2001 FBC(M)
 307.2.3.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2004-06-10 Cont ID  
Sent By pkrauss Date 2004-06-10 Time 07:57 Rev Time 1.00
Received By pkrauss Date 2004-06-10 Time 07:29 Sent To  
Notes
2004-06-10 00:00:00DENIED:
 1.PLEASE PROVIDE MANUFACTURER
 SUBMITTAL DATA FOR THE DRYERS.PLAN
 SHEET M2 APPEARS TO HAVE TWO COMMERCIAL
 DRYERS & DOMESTIC DRYERS ON THE 1ST &
 3RD FLOORS.
  
 2.COMMERCIAL DRYERS SHALL COMPLY WITH
 2001 FBC(M) 504.7.
  
 3.PLAN SHEET M1 MECHANICAL KEY NOTE
 #10, INSTALL BOOSTER FAN ABOVE THE
 CEILING.PROVIDE SUBMITTAL FOR THE
 BOOSTER FAN.SHOULD BOOSTER FAN FAIL,
 DRYER SHOULD NOT WORK.
  
 4.PLAN SHEET M2 INDICATES 10" X 8"
 DRYER EXHAUST RISER.PLEASE PROVIDE
 DETAIL OF RISER.PER 2001 FBC(M) 607.4
 DUCTS THAT PENETRATE MORE THAN ONE
 FLOOR SHALL BE PROTECTED BY A SHAFT
 ENCLOSURE.WILL EACH DRYER RUN
 INDIVIDUALLY TO THE ROOF IN THE SAME
 RISE OR WILL A SUB-DUCT METHOD BE USED?
  
 5.CLEANOUTS REQUIRED ON THE VERTICAL
 RISERS PER 2001 FBC(M) 504.3.
  
 6.DRYER INSTALLATIONS THAT EXHAUST
 GREATER THAN 200 CFM, MAKE-UP AIR IS
 REQUIRED.
  
 7.PLAN SHEET M6 SINGLE EXHAUST RISER,
 PLEASE CLARIFY FIRE DAMPER AT THE TOP,
 IS THIS INTENDED AS A SUB-DUCT METHOD?
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 8 Status P Date 2005-08-25 Cont ID  
Sent By kstevens Date 2005-08-25 Time 10:23 Rev Time 0.40
Received By kstevens Date 2005-08-25 Time 10:23 Sent To  
Notes
2005-08-25 00:00:00REVISION OK WITH PROVISO
  
 ADDING SLEEVE FOR PLUMBING PER SECTION
 305.5 SHALL BE TWO TIMES GREATER THAN
 THE PIPE THRU WALL
Review Stop P PLUMBING
Rev No 7 Status F Date 2005-08-10 Cont ID  
Sent By jleech Date 2005-08-10 Time 14:32 Rev Time 1.00
Received By jleech Date 2005-08-10 Time 14:32 Sent To  
Notes
2005-08-10 00:00:00FOUNDATION AND FIRST FLOOR WALL PLAN
 REVISION DENIED.
 FBC-2001 PLUMBING SEC. 305.5 PIPES THRU
 FOOTINGS SHALL HAVE A RELIEF ARCH OR BE
 SLEEVED, 2 PIPE SIZES LARGER THAN THE
 WASTE PIPE.
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 805-6695
Review Stop P PLUMBING
Rev No 6 Status P Date 2005-06-13 Cont ID  
Sent By kstevens Date 2005-06-13 Time 17:02 Rev Time 1.40
Received By kstevens Date 2005-06-13 Time 17:02 Sent To  
Notes
2005-06-13 00:00:00REVISION OK - WATER PIPING REVISION -
 SHTS P3.1.1 - P3.1.2 - P3.2 - P3.3 -
 P3.4 - P3.5 - P3.6.
Review Stop P PLUMBING
Rev No 5 Status P Date 2005-04-23 Cont ID  
Sent By kstevens Date 2005-04-23 Time 06:28 Rev Time 1.50
Received By kstevens Date 2005-04-23 Time 06:28 Sent To  
Notes
2005-04-23 00:00:00REVISION OK - VALUE ENGINEERING OF JOB -
 RISER "X" REQUIRES A REVISION AS THE HUB
 DRAIN FOR THE SECOND FLOOR ICE MAKER IS
 MISSING FROM RISER . . .KSTEVENS
Review Stop P PLUMBING
Rev No 4 Status F Date 2005-04-13 Cont ID  
Sent By kstevens Date 2005-04-13 Time 18:38 Rev Time 7.50
Received By kstevens Date 2005-04-13 Time 18:38 Sent To  
Notes
2005-04-13 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
  
 1) SHTS P-2.1 & P2.6 WATER CLOSET NOT
 VENTED. RISER SHALL CONNECT DOWNSTREAM
 OF THE VENTED LINE. SEE RISER "V"
 2) SHT P-2.1 & P2.6 MORE INFORMATION IS
 REQUIRED FOR THE SPA. MANUF INFORMATION
 IS REQUIRED TO SEE HOW THE DRAIN FOR THE
 SPA WILL BE PIPED TO THE HUB DRAIN.
 SECTION 104.2.1.
 3) SHT P-2.1 GREASE TRAP IN THE PANTRY
 IS NOT APPROVED. PLEASE CONTACT RODNEY
 COMPO, ENVIRONMENTAL COMPLIANCE FOR THE
 GREASE TRAP REQUIREMENTS. (561) 805 2272
 OR E-MAIL [email protected]. WASTE ORD.
 #2938-96.
 4) IF FOOD IS BEING PREPARED ON SITE FOR
 PUBLIC CONSUMPTION THE HEALTH DEPT WILL
 BE REQUIRED TO BE NOTIFIED. NOTIFY THE
 PALM BEACH COUNTY HEALTH UNIT, DIVISION
 OF ENVIRONMENTAL HEALTH. (561) 355-3018.
 PLEASE CLARIFY. - ALSO IF FOOD IS BEING
 PREPARED, THE SINKS IN THE FOOD PREP
 AREA SHALL BE INDIRECT WASTED PER
 SECTION 802.1.1.
 5) SHT P-2.1 SK3 SINK IS NOT SHOWN ON
 THE FLOOR PLAN. THE SANITARY PIPING IS
 SHOWN FOR THIS SINK IN THE PANTRY AREA.
 6) SHT P-2.1 RAIN WATER LEADER (9) IS
 POINTING TO THE SANT. RISER AT
 REGISTRATION AREA. SECTION 104.2.1.
 7) SHT P-2.1 ISOMETRIC SANT. RISER
 DIAGRAMS ARE REQUIRED FOR THE PIPING TO
 THE EXERCISE ROOM/SPA, FLOOR DRAIN,
 DRINKING FOUNTAIN, PANTRY AREA, AND THE
 EMPLOYEE AREA. SECTION 104.3.1.1.
 8) SHTS P-2.1, & P-2.2 AND ASSOCIATED
 RISER DIAGRAMS, ALL SAFEWASTES ARE NOT
 APPROVED. SEE SPA DRAIN, FLOOR DRAIN
 FROM TRENCH DRAIN, & FLOOR DRAIN IN THE
 EMPLOYEE AREA UPSTREAM OF THE MOP SINK.
 ALL FLOOR DRAINS SHALL HAVE A SEPARATE
 TRAP AND CONNECT AT THE VENTED LINE
 SEPARATELY.
 9) SHT P-2.1 6" REQUIRED ON THE BUILDING
 DRAIN DOWNSTREAM OF THE "W" RISER
 DIAGRAM. SHOWS 175 DFU BUT RECHECKING
 THE FIGURES, THEY ADD UP TO 183 DFU.
 10) SHTS P-2.1, P-2.2, P-2.5, & P-2.6
 CHECK ALL ADDITION OF FIXTURE UNITS ON
 THE RISERS AND THE ACCUMULATED FIXTURE
 UNITS IN THE BUILDING SANT. DRAIN. THERE
 IS A DISCREPANCY IN THE NUMBERS. SECTION
 104.2.1.
 11) SHTS P-2.2 & P-2.5 W/C NOT VENTED
 AND HORIZONTAL DRY VENT NOT APPROVED.
 SEE RISER D&E. SECTIONS 901.2.1, 905.3,
 AND 905.4
 12) SHTS P-2.1 & P-2.2 VENT NOT SHOWN ON
 THE LINE DOWNSTREAM OF THE 4" TRENCH
 DRAIN. SECTION 104.2.1.
 13) SHT P-2.5 SANT. RISER "X" DOES NOT
 REFLECT THE FLOOR PLAN, NOR DOES IT MEET
 CODE REQUIREMENTS. NO HUB DRAINS ARE
 SHOWN ON THE FLOOR PLAN FOR THE SECOND
 AND THIRD FLOORS. SANT. DRAIN LINE SHALL
 NOT BE REDUCED IN THE DIRECTION OF FLOW.
 SECTION 704.2. SEE TUB/SHR RISER
 SECTION.
 14) SHT P-2.5 SANT. RISER "Q" DOES NOT
 REFLECT THE FLOOR PLAN. NO WASH MACHINE
 IS SHOWN ON THE 2ND FLOOR OF THE FLOOR
 PLAN. SECTION 104.2.1.
 15) SHT P-2.6 SANT. RISER "M" DOES NOT
 REFLECT THE FLOOR PLAN. THE TUB/SHR AND
 SK-2 LAYOUT ON THE RISER DOES NOT
 REFLECT THE FLOOR PLAN LAYOUT. SECTION
 104.2.1.
 16) SHT P-2.7 RECHECK ALL DRAINAGE
 FIXTURE UNITS AND PIPE SIZE. ALSO GREASE
 INTERCEPTOR NOT APPROVED.
 17) SHT P-5.1 TYPICAL RAIN WATER
 ISOMETRIC DOES NOT REFLECT ALL RISER
 DIAGRAMS. PLEASE SUBMIT RISERS FOR EACH
 TYPE OF RWL. SECTION 104.3.1.1.
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION. -
 PLEASE RETURN THE RED LINE COPY OF THE
 REVISION TO HELP EXPEDITE REVISION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 3 Status P Date 2004-10-23 Cont ID  
Sent By kstevens Date 2004-10-23 Time 09:43 Rev Time 4.25
Received By kstevens Date 2004-10-23 Time 09:43 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2004-08-09 Cont ID  
Sent By kstevens Date 2004-08-09 Time 14:23 Rev Time 7.33
Received By kstevens Date 2004-08-07 Time 18:21 Sent To  
Notes
2004-08-09 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 FUEL GAS
 FBC-2001 CHAPTER 1
 FBC-2001 CHAPTER 11
 FBC-2001 BUILDING
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 FROM PREVIOUS REVIEW:
 5) ALL ARCHITECTURAL SHEETS SHALL SHOW
 THE PRINTED NAME OF THE PERSON RESPONSI-
 BLE FOR SEALING THE DOCUMENT. FAC 61G1-
 16.004(6) & FS 481.2055. - SHEETS A-1.1C
 AND A-3.1A PRINTED NAME MISSING.
 FROM PREVIOUS REVIEW:
 6) SHT A-4.1 ROLL IN SHOWER DETAIL, SHOW
 DETAIL FOR SEAT 11-4.21.3, GRAB BARS 11-
 4.21.4, CONTROLS 11-4.21.5, & SHOWER
 UNIT 11-4.21.6. - ALSO SEE FIGURES 37B,
 57A AND 57B.
 FROM PREVIOUS REVIEW:
 22) SHTS P-2.5 & P-2.6 MANY RISERS DO
 NOT REFLECT THE FLOOR PLANS. CORRELATE
 THE RISERS AND FLOOR PLANS. SEC 104.2.1.
 D) 1 WATER CLOSET ON FLOOR PLAN BUT 2
 SHOWN ON RISER.
 H) P2.4 STATES 2ND FLOOR ONLY, BUT RIS-
 ER AND FLOOR PLAN SHOWS 2ND AND THIRD
 FLOOR.
 M) FLOOR DRAIN NOT VENTED. SEC 901.2.1
 AND 907.1 - NO OFFSETS ALLOWED ON WASTE
 STACK SECTION 910.2
 Q) WASH MACHINE REQUIRES A STANDPIPE
 SECTIONS 1002.1 & 802.4, AND A CLEANOUT
 4' ABOVE THE FLOOR SECTION 708.10.
 Z) FLOOR DRAIN IS NOT VENTED. SECTIONS
 901.2.1 & 907.1
 FROM PREVIOUS REVIEW:
 31) FOLLOWING INFORMATION REQUIRED FOR
 GAS APPROVAL/PERMIT.
 A. SUBMIT AN ISOMETRIC DRAWING THAT
 CLEARLY SHOWS ALL CUT SECTIONS OF PIPE
 AND CORRESPONDING LENGTHS PER FBC-2001
 FUEL GAS CODE. - NOT ALL PIPE SIZE AND
 LENGTHS OF PIPE ARE SHOWN. MINIMUM 1-1/2
 INCH PIPE REQUIRED FROM THE METER TO THE
 1-1/4X1-1/4X1-1/2 INCH TEE. MIN. 1-1/4"
 REQUIRED TO THE FIRST HEATER WITH 1" RE-
 QUIRED TO THE OTHER 2 HEATERS ON 1/2 LB
 SYSTEM MAXIMUM 20'. (THIS DISTANCE IS
 NOT SHOWN ON RISER DIAGRAM). DOES EACH
 DRYER AND SINGLE WATER HEATER HAVE A 2
 LB. TO 1/2 LB. REGULATOR? INDICATE ON
 RISER DIAGRAM. SHOW ALL LENGTHS OF PIPE
 AND PIPE SIZES. INDICATE WHERE PRESSURE
 CHANGES.
 NEW COMMENT:
 1B) SEE ATTACHED SHEET CONCERNING FS
 553.80(2)(B) DESIGN PROFESSIONAL DOCU-
 MENTS.
 *********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.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2004-06-17 Cont ID  
Sent By kstevens Date 2004-06-16 Time 17:27 Rev Time 7.00
Received By kstevens Date 2004-06-16 Time 17:27 Sent To  
Notes
2004-06-17 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 FUEL GAS
 FBC-2001 CHAPTER 1
 FBC-2001 BUILDING
 FBC-2001 CHAPTER 11
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1) SHT SP-1 RPZ BACKFLOW IS REQUIRED ON
 THE WATER SERVICE. PLAN SHOWS A BACKWAT-
 ER VALVE. SECTIONS 608.13.2 & 104.2.1.
 2) SHT SP-1 MORE INFORMATION REQUIRED ON
 THE ENTRANCE FOUNTAIN. WILL THERE BE A
 DRAIN AND OR WATER SUPPLY TO THE FOUNT-
 AIN? IF SO SHOW PIPING AND TERMINATION
 OF DRAIN AND THE WATER SUPPLY SHALL BE
 EQUIPPED WITH AN RPZ BACKFLOW. SECTION
 104.2.1.
 3) SHT A-1.1 THE FOLLOWING TOILET ROOMS
 SHALL BE ACCESSIBLE AND SHALL CONFORM TO
 SECTION 11-4.22. THE WORKSHOP/MAINT.,
 TOILET ROOMS AT LANUDRY ROOM, MENS AND
 WOMENS TOILET ROOMS NEAR THE EXERCISE
 ROOM. SUBMIT A DETAIL SHOWING COMPLIANCE
 WITH SECTIONS 11-4.16, 11-4.19, AND
 11-4.22 AND ALL SUBSECTIONS.
 4) SHT A-1.1 SINKS IN EMPLOYEE AREA ARE
 TO BE ACCESSIBLE. SUBMIT A DETAIL TO
 SHOW COMPLIANCE WITH 11-4.24 AND ALL
 SUBSECTIONS.
 5) ALL ARCHITECTURAL SHEETS SHALL SHOW
 THE PRINTED NAME OF THE PERSON RESPONSI-
 BLE FOR SEALING THE DOCUMENT. FAC
 61G1-16.004(6) & FS 481.2055.
 6) SHT A-4.1 ROLL IN SHOWER DETAIL SHOW
 DETAIL FOR SEAT 11-4.21.3, GRAB BARS 11-
 4.21.4, CONTROLS 11-4.21.5, SHOWER UNIT
 11-4.21.6.
 7) SHT A-4.2 SHOW A DETAIL FOR THE KING
 JAC SUITE THAT IS TO BE ACCESSIBLE.
 SECTION 104.2.1.
 8) SHT A-4.2 HDCP DETAILS, WATER CLOSET
 SHALL NOT BE IN THE TURNING AREA. THE
 AREA SHALL BE UNOBSTRUCTED PER SECTIONS
 11-4.2.3 & 11-4.22.3.
 9) SHT A-5 ROOF PLAN, SHOW GUTTER SIZE
 FOR LOWER FLAT ROOF. SHOW LOCATION OF
 DOWNSPOUTS. PLAN INDICATES THAT THE GUT-
 TER IS ON ALL SIDES OF ROOF. SHOW SQUARE
 FOOTAGE OF ROOF AND SHOW 1/2 AREA OF ALL
 VERTICAL WALLS ADDED TO AREA OF ROOF FOR
 SIZING GUTTERS AND DOWNSPOUTS PER SECT-
 IONS 1106 & 1107 AND ALL SUBSECTIONS.
 10) ROOF PLAN, ONE AREA SHOWS 1554 SF &
 WALL AREA 6450 SF FOR A TOTAL OF 8004 SF
 THIS AREA WILL REQUIRE TWO 4" ROOF
 DRAINS. TWO 3" DRAINS ARE SHOWN. TABLE
 1106.2 - THE SCUPPER SHOWN IN THIS ARE
 IS NOT SIZED FOR THIS AREA. SCUPPER SIZE
 SHALL MINIMUM 85 SQ. IN. SECTION 1107.3
 - THE AREA WITH FOUR DRAIN WITH A SQUARE
 FOOTAGE OF 2580 SF AND WALL AREA OF 326
 SF SHOWS NO SCUPPERS FOR THESE AREAS. -
 SECTION 1503.4.2 STATES "SCUPPER SHALL
 BE LOCATED AS CLOSE AS PRACTICAL TO REQ-
 UIRED VERTICAL LEADERS. THIS DOES NOT
 COMPLY WITH THE INTENT OF THE CODE.
 11) SHT A-5 "SCUPPER SEE SHT A-6 DETAIL
 "A". NO DETAIL A ON SHT A-6, SCUPPER DE-
 TAIL IS #1. PLEASE CORRELATE PLANS. SEC-
 TION 104.2.1
 12) SHT A-6 DETAIL #1 SCUPPER INDICATE A
 3"X15" SCUPPER, SECTION 1503.4.2 STATES
 THAT SCUPPERS SHALL BE A MINIMUM OF 4"
 IN HEIGHT. SUBMIT NEW SCUPPER DETAIL.
 SHOW TYPE OF MATERIAL USED FOR SCUPPERS.
 SECTION 104.2.1
 13) IN ADDITION TO THOSE ACCESSIBLE
 SLEEPING ROOMS AND SUITES REQUIRED BY
 11-9.1.2, SLEEPING ROOMS AND SUITES THAT
 COMPLY WITH 11-9.3 (VISUAL ALARMS, NOTI-
 FICATION DEVICES, AND TELEPHONES) SHALL
 BE PROVIDED. 3 UNITS ARE REQUIRED PER
 SECTION 11-9.1.3. PROVIDE INFORMATION
 SHOWING WHICH ROOMS ARE IN COMPLIANCE.
 14) SHT A-14 DETAILS 1 & 3, SHOW DETAILS
 PER SECTIONS 11-4.16.2 CLEAR FLOOR SPACE
 11-4.16.3 HEIGHT, 11-4.16.4 GRAB BARS,
 11-4.16.5 FLUSH CONTROLS.
 15) SHOW LOCATION FOR HDCP KING SUITE.
 NONE SHOWN ON FLOOR PLAN, BUT SHT A-1.2
 INDICATES THERE IS ONE. SECTION 104.2.1
 16) ALL PLUMBING & MECHANICAL SHEETS,
 A PROFESSIONAL ENGINEER SHALL SIGN HIS
 NAME AND AFFIX HIS SEAL TO ALL PLANS,
 SPECIFICATIONS, REPORTS AND FINAL BID
 DOCUMENTS PROVIDED TO THE OWNER OR THE
 OWNER'S REPRESENTATIVE, OR OTHER DOCU-
 MENTS PREPARED OR ISSUED BY SAID REGIS-
 TRANT AND BEING FILED FOR PUBLIC RECORD.
 THE DATE THAT THE SIGNATURE AND SEAL IS
 AFFIXED AS PROVIDED HEREIN SHALL BE EN-
 TERED ON SAID PLANS, SPECIFICATIONS, RE-
 PORTS, OR OTHER DOCUMENTS IMMEDIATELY
 UNDER THE SIGNATURE OF THE PROFESSIONAL
 ENGINEER, FAC 61G15-23.002(1)
 FS 471.025
 EACH SHEET OF PLANS AND PRINTS WHICH
 MUST BE SEALED UNDER THE PROVISIONS OF
 CHAPTER 471 SHALL BE SEALED, SIGNED AND
 DATED BY THE PROFESSIONAL ENGINEER IN
 RESPONSIBLE CHARGE. FAC 61G15-23.002(2)
 FS 471.025
 - THE SIGNATURES ON THESE SHEETS ARE
 COPIES, AND AS SUCH THEY ARE NOT APPROV-
 ED. A "WET SIGNATURE" IS REQUIRED ON THE
 SEAL OF EACH SHEET.
 16) SHT P-2.1 A VENT IS REQUIRED FOR THE
 FLOOR DRAIN AND SPA DRAIN. SECTION 901.2
 .1
 18) SHTS P-2.1 & P-2.2 SHOW NUMEROUS 2"
 ROOF DRAIN LINES. WHAT ARE THESE LINES
 DRAINING AND WHERE DO THEY TERMINATE.
 PLEASE CLARIFY. SECTION 104.2.1
 19) SHT P-2.1 NO SANITARY DRAIN LINE
 SHOWN FOR WATER CLOSET IN TOILET ROOM
 AT WORKSHOP/MAINT. SECTION 104.2.1
 20) SHTS P-2.5 & P-2.6 RISERS A, C, K,
 M, O, P, Q, & R FIXTURE SK-2 IS SHOWN AS
 AN "S" TRAP. THIS IS NOT APPROVED PER
 SECTION 1002.3. - THE SK-2 SINK SHALL
 NOT CONNECT BELOW THE SLAB AS SHOWN, BUT
 SHOULD CONNECT 18" TO 20" ABOVE THE SLAB
 SECTION 104.2.1
 21) SHTS P-2.5 & P-2.6 IDENTIFY ALL FIX-
 TURES ON THE RISERS. SECTION 104.2.1
 22) SHTS P-2.5 & P-2.6 MANY RISERS DO
 NOT REFLECT THE FLOOR PLANS. PLEASE
 CORRELATE THE RISERS AND FLOOR PLANS.
 SECTION 104.2.1.
 23) SUBMIT WATER RISER ISOMETRICS FOR
 EACH UNIT. SHOW ALL PIPE SIZING AND SHOW
 WATER HAMMER ARRESTORS REQUIRED BY SECT-
 ION 604.9 AND LOCATED NEAR THE FIXTURE,
 NOT IN THE CEILING PER PDI-WH 201.
 SECTION 104.3.1.1.
 24) SUBMIT A SANITARY BLDG DRAIN ISOMET-
 RIC SHOWING ALL PIPE SIZES AND DFU'S AS
 THEY ACCUMULATE IN THE SYSTEM. SECTION
 104.3.1.1.
 25) SUBMIT A STORM BLDG DRAIN ISOMETRIC
 SHOWING ALL PIPE SIZES AND SQUARE FOOT-
 AGE AS IT ACCUMULATES IN THE SYSTEM.
 SECTION 104.3.1.1.
 26) SUBMIT STORM RISER DIAGRAMS SHOWING
 PIPE SIZES AND SQUARE FOOTAGE. SECTION
 104.3.1.1
 27) INFORMATIONAL: A SEPARATE GAS PERMIT
 AND SEPARATE IRRIGATION PERMIT REQUIRED.
 28) SHT G-1.1 GAS CONNECTION SCHEDULE
 INDICATES KITCHEN EQUIPMENT MAY BE IN-
 STALLED. THIS IS NOT SHOWN ON THE RISER
 DIAGRAM. PLEASE CLARIFY SECTION 104.2.1.
 29) SUBMIT MANUF. SPECIFICATION SHEETS
 FOR THE REGULATORS.
 30) SHT G-1.1 A SHUT OFF VALVE AND A
 UNION ARE REQUIRED UPSTREAM OF THE REGU-
 LATORS.
 31) FOLLOWING INFORMATION REQUIRED FOR
 GAS APPROVAL/PERMIT.
 A. SUBMIT AN ISOMETRIC DRAWING THAT
 CLEARLY SHOWS ALL CUT SECTIONS OF PIPE
 AND CORRESPONDING LENGTHS PER FBC-2001
 FUEL GAS CODE. NO PIPING SHOWN TO METER.
 B. SHOW THE DISTANCE FROM THE POINT OF
 DELIVERY, (METER), TO THE MOST REMOTE
 OUTLET IN THE BUILDING AND/OR SYSTEM PER
 FBC-2001 FUEL GAS CODE APPENDIX A - USE
 OF CAPACITY TABLES (A)(3). - PLANS SHOW
 255' TO METER, BUT CUT SECTIONS OF PIPE
 ADD UP TO 190'. PLEASE SHOW ALL CUT SEC-
 TIONS OF PIPE SO THAT PLANS CORRELATE.
 C. SUBMIT MANUFACTURE SHEETS FOR ALL GAS
 EQUIPMENT TO VERIFY COMPLIANCE WITH
 STANDARDS NFPA 54, NFPA 58, AND THE
 FBC-2001 FUEL GAS CODE SEC 402.2
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 7 Status P Date 2014-02-05 Cont ID  
Sent By ajones Date 2014-02-05 Time 13:38 Rev Time 0.00
Received By ajones Date 2014-02-05 Time 13:38 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 6 Status F Date 2007-08-16 Cont ID  
Sent By rchokshi Date 2007-08-16 Time 15:18 Rev Time 0.00
Received By choops Date 2007-08-16 Time 13:37 Sent To ENG
Notes
2007-08-16 13:40:00***FAILED******REVISION - PAVING AND DRAINAGE
 CHANGES, ELEVATION PROBLEMS***
  
  
 1)MUST OBTAIN MINOR PD AMENDMENT. FOR MORE
 INFORMATION CONTACT THE PLANNING DEPARTMENT, 5TH FLOOR
 CITY HALL(561)822-1435
  
  
 QUESTIONS/COMMENTS, CONTACT CHRIS HOOPS, ZONING
 TECHNICIAN
 (561)805-6720
Review Stop Z ZONING
Rev No 5 Status P Date 2004-11-30 Cont ID  
Sent By dkanning Date 2004-11-30 Time 15:44 Rev Time 0.00
Received By dkanning Date 2004-11-30 Time 15:43 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 4 Status F Date 2004-11-18 Cont ID  
Sent By dkanning Date 2004-11-18 Time 14:35 Rev Time 0.00
Received By dkanning Date 2004-11-18 Time 14:34 Sent To  
Notes
2004-11-18 00:00:001. DRIVE AISLES DIMENSIONED AT 24' SCALE
 TO ONLY 23'.ALL TWO WAY DRIVE AISLES
 MUST BE AT LEAST 24' WIDE.
  
 2. PARKING STALLS ON NORTH SIDE OF
 BUILDING ARE DIMENSIONED AT 18' BUT
 SCALE TO ONLY 16'
  
 3. PARKING STALLS ON NORTH SIDE OF
 BUILDING ARE ONLY 14' DEEP.COMPACT
 SPACES ARE REQUIRED TO BE 16' FEET
 DEEP.
  
 4. EAST INTERIOR ISLANDS SCALE TO ONLY
 14' LONG AND DO NOT MATCH THE INTERIOR
 ISLANDS ON THE LANDSCAPING PLAN.THE
 INTERIOR ISLANDS ON THE LANDSCAPING PLAN
 SCALE TO 16'.
  
 5. ALL INTERIOR ISLANDS ARE REQUIRED TO
 BE AT LEAST 5'-0" WIDE.
  
 6. THE TRANSFORMER NEEDS TO BE MOVED
 FROM THE SIDEWALK TO THE APPROVED
 LOCATION.
  
 7. THE 13'-4" WIDE DUMPSTER WILL NOT FIT
 IN THE DESIGANTED 12'-0" WIDE LOCATION.
  
 8. THE STOP SIGN SHALL MEET LOCATION
 REQUIREMENTS FOR SAFETY.
  
 9. SOUTH DRIVEWAY ENTRANCE SHALL BE AT
 LEAST 24'-0" WIDE.
  
  
  
  
Review Stop Z ZONING
Rev No 3 Status F Date 2004-10-28 Cont ID  
Sent By mmclean Date 2004-10-28 Time 08:19 Rev Time 0.00
Received By mmclean Date 2004-10-28 Time 08:19 Sent To I
Notes
2004-10-28 00:00:001. PROVIDE EASEMENT CONSENT FORM TO
 ALLOW FOR ROOF OVERHAND IN EASEMENT.
 2. ALL LANDSCAPING MUST CONFORM TO
 ARTICLE XIV OF THE CITY'S ZONING & LAND
 DEVELOPMENT REGULATIONS, EXCEPT WHERE
 OTHERWISE PROVIDED IN THE METROCENTRE
 DECLARATION OF COVENANTS.
 3. THE LANDSCPAE BUFFER SHALL BE IN
 ACCORDANCE WITH 94-443 (A)(2).
 4. SUGGEST REPLACING LIVE OAKS IN
 INTERIOR ISLANDS TO THE LANDSCAPE
 EASEMENT ALONG METROCENTRE BLVD. ON W
 SIDE OF PROPERTY.
 5. LIVE OAK TREES ARE REQUIRED TO BE A
 MINIMUM OF 12'-0" TALL ACCORDING TO THE
 METROCENTRE DECLARATION OF COVENANTS.
 THE LANDSCAPE PLAN ONLY SPECIFIES 10'-0"
 OAKS.
 6. PROVIDE REQUIRED HEDGES ON LANDSCAPE
 PLAN ACCORDING TO SECTION 94-443 (A)(2)
 7. PROVIDE WHEEL STOP DETAILS. SEE
 ARTICLES XIV, FIG XIV-2.
 8. PROVIDE FOOT CANDLE READINGS ACROSS
 ALL PROPERTY LINES THAT FORM THE
 EXTERIOR BOUNDARY OF THE CPD.
 9. THE INTERIOR ISLAND DESIGN/DIMENSIONS
 ON THE LANDSCAPE PLANS ARE DIFFERENT
 THAN THE SITE PLAN. CORRECT
 INCONSISTENCY ON ALL APPLICABLE PAGES.
 10. PROVIDE 5'-0" SIDEWALKS THROUGHOUT
 INTERIOR OF PROPERTY.PROVIDE CHANGES
 ON SITE PLAN & LANDSCAPE PLAN.
 11.DUMPSTER DETAIL MUST BE DRAWN TO
 CITY
 SERVICE IS REQUESTED.
 ANY QUESTIONS, PLEASE DO NOT HESITATE TO
 CALL 822-1443, DAVID KANNING, PLANNER
Review Stop Z ZONING
Rev No 2 Status F Date 2004-08-17 Cont ID  
Sent By mmclean Date 2004-08-17 Time 14:35 Rev Time 0.00
Received By mmclean Date 2004-08-17 Time 14:35 Sent To  
Notes
2004-08-17 00:00:00DENIED, BY DAVID KANNING, PLANNER
 822-1443.
 1. PROVIDE EASEMENT CONSENT FORM TO
 ALLOW FOR ROOF OVERHAND IN EASEMENT.
 2. ALL LANDSCAPING MUST CONFORM TO
 ARTICLE XIV OF THE CITY'S ZONING & LAND
 DEVELOPMENT REGULATIONS, EXCEPT WHERE
 OTHERWISE PROVIDED IN THE METROCENTRE
 DECLARATION OF COVENANTS.
 3. THE LANDSCPAE BUFFER SHALL BE IN
 ACCORDANCE WITH 94-443 (A)(2).
 4. SUGGEST REPLACING LIVE OAKS IN
 INTERIOR ISLANDS TO THE LANDSCAPE
 EASEMENT ALONG METROCENTRE BLVD. ON W
 SIDE OF PROPERTY.
 5. LIVE OAK TREES ARE REQUIRED TO BE A
 MINIMUM OF 12'-0" TALL ACCORDING TO THE
 METROCENTRE DECLARATION OF COVENANTS.
 THE LANDSCAPE PLAN ONLY SPECIFIES 10'-0"
 OAKS.
 6. PROVIDE REQUIRED HEDGES ON LANDSCAPE
 PLAN ACCORDING TO SECTION 94-443 (A)(2)
 7. PROVIDE WHEEL STOP DETAILS. SEE
 ARTICLES XIV, FIG XIV-2.
 8. PROVIDE FOOT CANDLE READINGS ACROSS
 ALL PROPERTY LINES THAT FORM THE
 EXTERIOR BOUNDARY OF THE CPD.
 9. THE INTERIOR ISLAND DESIGN/DIMENSIONS
 ON THE LANDSCAPE PLANS ARE DIFFERENT
 THAN THE SITE PLAN.CORRECT
 INCONSISTENCY ON ALL APPLICABLE PAGES.
 10. PROVIDE 5'-0" SIDEWALKS THROUGHOUT
 INTERIOR OF PROPERTY.
 11. "NEW CONCRETE SIDEWALK" NOTATION IS
 ONLY SHOWN ON SITE PLAN.PROVIDE
 NOTATION THAT THE SIDEWALKS ARE NEW ON
 ALL PAGES THAT INCLUDE THE SITE PLAN
 (PHOTOMETRIC PLANS, LANDSCAPE PLANS, ETC
 ANY QUESTIONS, DO NOT HESITATE TO CALL.
Review Stop Z ZONING
Rev No 1 Status F Date 2004-06-14 Cont ID  
Sent By alange Date 2004-05-24 Time 13:21 Rev Time 5.00
Received By gjoyce Date 2004-06-11 Time 12:05 Sent To  
Notes
2004-06-14 00:00:00CALLED APPLICANT 6-14-04
 DAVID KANNING IS PLANNER
 GAVE COMMENTS 1. NO LANDSCAPE PLAN
 2. SIDEWALKS ON WEST AND SOUTH SIDES OF
 PARCEL ARE ON PLAN AS EXISTING BUT THEY
 DO NOT EXIST.APPLICANT MUST PUT IN
 SIDEWALKS
 3.PARKING DETAIL INCORRECT, SEE ATRICL
 XIV, FIG XIV-2 AND STRIPING IN SEC.
 94-485
 4.ROOF OVERHANG APPEARS TO BE IN THE
 EASEMENT; PLESE PROVIDE CONSENT FORMS.
 5.CORRECT LAND USE ON PLANS FROM SI2
 TO SIZ/C
 6.CORRECT PARKING ON NORTH SIDE AS
 DISCUSSED.
 7. PROVIDE FOOT CANDLE READING ON NORTH
 SIDE; OUTSIDE OF PROPERTY LINES.


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