Plan Review Details - Permit 07040695
Plan Review Stops For Permit 07040695
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2007-09-12 Cont ID  
Sent By lursu Date 2007-09-12 Time 11:36 Rev Time 0.00
Received By lursu Date 2007-09-12 Time 11:36 Sent To  
Notes
2007-09-12 11:38:08THE EXISTING SITE ADDRESS 2623 OKEECHOBEE BLVD CAN BE
 USED FOR THE NEW BUILDING .
  
 LACRAMIOARA URSU
 MIS - GIS SUPPORT SPECIALIST
 CITY OF WEST PALM BEACH
 OFFICE:822-1239
 FAX: 822-1249
 E-MAIL:[email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2008-11-19 Cont ID  
Sent By shill Date 2008-11-19 Time 09:25 Rev Time 0.00
Received By shill Date 2008-11-19 Time 09:25 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2008-05-20 Cont ID  
Sent By shill Date 2008-05-20 Time 11:30 Rev Time 0.00
Received By shill Date 2008-05-20 Time 11:30 Sent To  
Notes
2008-05-20 11:31:54***PROVISOS***
  
 1.SEPARATE ROOF PERMIT REQUIRED (ENGINEERING &
 ASSEMBLY NOT PROVIDED)
 DOR REVIEWED SOPREMA MODIFIED OVER STEEL DECK, NOA
 04-0927.05 (ENGINEERING RQ'D FOR ENHANCED FASTENING IF
 REQUIRED, INSULATION BOARD RQ'D PER PLAN, PRESSURES ON
 SHEET S1.0 -44,-54.5, -89.8)
 METAL BUILDING COMPONENTS, CRAFTSMAN SB METAL ROOFING
 SYSTEM 07-0305.10 (NEED TO SELECT APPROVED ASSEMBLY)
  
 2.REVISE INDEX SHEET TO CORRECTLY REFLECT PAGES IN
 THE PLAN
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2008-05-19 Cont ID  
Sent By shill Date 2008-05-19 Time 16:18 Rev Time 0.00
Received By shill Date 2008-05-19 Time 10:01 Sent To  
Notes
2008-05-19 15:45:54****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBCFLORIDA BUILDING CODE 2004
 FBC EBFLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC RFLORIDA BUILDING CODE 2004 RESIDENTIAL
 FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
  
 FAC FLORIDA ADMINISTRATIVE CODE
 FSFLORIDA STATUTE
  
  
 1.SEE PREVIOUS LISTS; SOILS REPORT REQUIRED.ALL
 DOCUMENTS PREPARED BY AN ENGINEER AND SUBMITTED FOR
 PUBLIC RECORD ARE TO BE SIGNED, SEALED, DATED ORIGINALS
 FS471.
  
 2.THIS PERMIT WILL BE ISSUED WITH A PROVISO THAT THE
 ROOF IS TO BE A SEPARATE PERMIT.A ROOF PERMIT CANNOT
 BE ISSUED AT THIS TIME DUE TO INCOMPLETE INFORMATION.
  
  
  
  
 SEPARATE ROOF PERMIT REQUIRED (ENGINEERING & ASSEMBLY
 NOT PROVIDED)
 DOR REVIEWED SOPREMA MODIFIED OVER STEEL DECK, NOA
 04-0927.05 (ENGINEERING RQ'D FOR ENHANCED FASTENING IF
 REQUIRED, INSULATION BOARD RQ'D PER PLAN, PRESSURES ON
 SHEET S1.0 -44,-54.5, -89.8)
 METAL BUILDING COMPONENTS, CRAFTSMAN SB METAL ROOFING
 SYSTEM 07-0305.10 (NEED TO SELECT APPROVED ASSEMBLY)
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2008-04-03 Cont ID  
Sent By shill Date 2008-04-03 Time 12:21 Rev Time 0.00
Received By shill Date 2008-04-03 Time 12:21 Sent To  
Notes
2008-04-03 12:21:57****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBCFLORIDA BUILDING CODE 2004
 FBC EBFLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC RFLORIDA BUILDING CODE 2004 RESIDENTIAL FBC*
 CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
  
 FAC FLORIDA ADMINISTRATIVE CODE
 FSFLORIDA STATUTE
  
 1. WHEN RESUBMITTING, INDICATE THE REVISION AND REMOVE
 AND REPLACE ANY PAGES AS NECESSARY.A RESPONSE 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.
  
 2. ADVISORY COMMENT REGARDING NOTICE OF COMMENCEMENT,
 FS713.13.
  
 3.FBC1802.2.1, 3RD REQUEST; PLEASE PROVIDE THE SOILS
 INVESTIGATION REPORT. TWO ORIGINAL SETS ARE REQUIRED
 FOR PERMIT ISSUANCE.THE ENGINEER?S RESPONSE LETTER
 STATES THAT THIS WAS ADDRESSED BY ADDING A COMMENT TO
 THE PLAN IN THE FIRST REVIEW.FOR ALL NEW BUILDINGS,
 AND FOR SOME ADDITIONS, SOILS REPORT IS REQUIRED.THIS
 WILL BE REQUIRED PRIOR TO PERMIT ISSUANCE.
  
 4. ADVISORY COMMENT REGARDING THE IMPACT OF
 CONSTRUCTION, FBC*109.3.10.
  
 5.ADVISORY COMMENT REGARDING HURRICANE PROTECTION
 DURING CONSTRUCTION, FBC*109.3.10.1.
  
 6. COMMENTS REGARDING SHEET AS0.1:
  
 6A-6C, ADDRESSED.
  
 6D. 3RD REQUEST, THE DESIGN PRESSURES FOR OPENINGS ARE
 ALL LOW; PLEASE SEE FBC TABLE 1609.6.2.1(2).
  
 3RD REVIEW, MWFRS AND COMPONENT & CLADDING PRESSURES
 DECLARED BY ARCHITECT AND ENGINEER ARE NOT CONSISTENT.
 TO WHICH ONE IS THE BUILDING DESIGNED?PLEASE EITHER
 MAKE THE TWO SETS OF DESIGN PRESSURES THE SAME OR
 ESTABLISH TO WHICH THE BUILDING HAS BEEN DESIGNED AND
 REMOVE ONE.
  
 SHEET AS0.1, SEE THE TABLE PREPARED BY ROBERT H. BURKE,
 JR., ARCHITECT TITLED MAXIMUM DESIGN WIND PRESSURES AND
 THE TABLE TITLED PRESSURES FOR OPENINGS.THE DESIGN
 PRESSURES SPECIFIED ARE TOO LOW FOR THIS WIND ZONE,
 PLEASE SEE FBC TABLES 1609.6.2.1(1) AND (2).IF THESE
 PRESSURES REMAIN ON THE PLAN, PROVIDE CALCULATIONS FOR
 MWFRS AND COMPONENTS AND CLADDING PRESSURES.
  
 SHEET S1.0, PREPARED BY THE STRUCTURAL ENGINEER,
 BRADFORD T. BISHOP, ROOF UPLIFT PRESSURE APPEARS LOW
 FOR ZONE 1 (PROVIDE CALCULATIONS) AND IS TOO LOW FOR
 ZONES 2 AND 3.SEE FBC TABLE 1609.6.2.1(2).
  
 6E. (NEW COMMENT)THIS IS A PLAN CHECK ONLY. GOVERNING
 CODE FOR A PERMIT SHALL BE ESTABLISHED BASED ON
 APPLICATION DATE.PLEASE REVISE GOVERNING CODE TO
 INCLUDE 2007 REVISIONS/SUPPLEMENTS WHICH BECAME
 EFFECTIVE JULY 1, 2007.THIS COMMENT MAY APPLY TO
 OTHER SHEETS; PLEASE CHECK ALL REFERENCES.
  
 7. SEE THE PREVIOUS LIST, AS0.4 SECTION 7720/102(1),
 COMMENT NOT PROPERLY ADDRESSED.THE GOVERNING CODE WAS
 CHANGED TO FBC2006, BUT SHOULD BE FBC2004 WITH 2007
 REVISIONS/SUPPLEMENTS (NO FBC2006 IN EXISTENCE).THE
 ENGINEERING STANDARD REFERENCE WAS CHANGED FROM
 ASCE7-98 TO ?ASCE7-02 OR LATEST EDITION?.THIS IS NOT
 CORRECT AS FBC CHAPTER 35 SPECIFICALLY REFERS TO
 ASCE7-02, AND THE LATEST EDITION (ASCE7-05) CANNOT BE
 USED AT THIS TIME.PLEASE REVISE.
  
 ALSO, THIS CHANGE WAS NOT CLOUDED.ALL CHANGES TO THE
 PLAN ARE TO BE CLEARLY INDICATED WITH CLOUDS AND
 REVISION NUMBERS.
  
 8. SHEET S1.0, SEVERAL LOCATIONS, INCLUDE 2007
 REVISIONS/SUPPLEMENTS IN GOVERNING CODE (PLANS
 CURRENTLY DECLARE FBC2004 WITH 2006 REVISIONS).NOTE
 THAT GOVERNING CODE IS BASED ON APPLICATION DATE, AND
 AS THIS IS A PLAN CHECK, GOVERNING CODE MAY CHANGE.
  
 8A-C, ADDRESSED.
  
 8D, SEE COMMENT 6D.THIRD REQUEST.
  
 9. FBC1609.1.4, IMPACT PROTECTION REQUIRED.SOME
 PRODUCT APPROVALS SUBMITTED AND REVIEWED/APPROVED BY
 THE ARCHITECT ARE NON IMPACT.USE OF IMPACT PROTECTION
 ON COMMERCIAL BUILDINGS ARE TO BE APPROVED BY THE
 BUILDING OFFICIAL, SEE ATTACHED.A HURRICANE
 INSTALLATION PLAN PROPOSING USE OF REMOVABLE PANELS MAY
 BE SENT PRIOR TO RESUBMITTAL VIA EMAIL TO [email protected]
 FOR PRELIMINARY REVIEW.NOTE ALSO THAT EXIT DOORS MUST
 BE IMPACT, SEE FBC1003.6.SOME OF THE PRODUCT
 APPROVALS SUBMITTED ARE FOR NON IMPACT GLAZING. PRODUCT
 APPROVALS AND THE ATTACHED INSTALLATION SCHEDULE ARE
 REQUIRED FOR SHUTTER PERMITS.
  
 10. FLORIDA STATE OR LOCAL PRODUCT APPROVALS REQUIRED
 IN ADDITION TO THE NOAS SUBMITTED, FAC9B72.PLEASE
 PRINT THE STATE PRODUCT APPROVAL FROM THE WEBSITE,
 WWW.FLORIDABUILDING.ORG.IF UNAVAILABLE, PLEASE ADVISE
 AND IF CODE COMPLIANT, A LOCAL PRODUCT APPROVAL WILL BE
 ISSUED USING THE NOA.
  
 SEE PREVIOUS LISTS, ITEMS 10A AND 10B.THE FLORIDA
 STATE PRODUCT APPROVAL COVER SHEET MUST BE SUBMITTED
 WITH THE NOA, FAC9B72.
  
 ***ALSO PLEASE NOTE THAT, UPON PERMIT APPLICATION, ALL
 PRODUCT APPROVALS? EXPIRATION DATE WILL BE REVIEWED.
 THE PRODUCT APPROVALS ARE TO BE CURRENT AS OF APPLI
  
 A. STOREFRONT SYSTEM; AS ADVISED, THERE MAY BE ISSUES
 WITH THE ANCHORING AS A STRESS INCREASE MAY HAVE BEEN
 USED IN CALCULATIONS.THE NOA SUBMITTED IS FOR NON
 IMPACT.SEE COMMENT 9; THIS CANNOT BE APPROVED UNTIL A
 PLAN REGARDING SHUTTER INSTALLATION IN THE EVENT OF A
 HURRICANE WARNING IS ISSUED.PROVIDE FLORIDA STATE OR
 LOCAL PRODUCT APPROVAL.
  
 B. PREVIOUS REVIEW NOTED THAT THERE MAY BE ISSUES WITH
 THE READY ACCESS DRIVE THROUGH WINDOW.SEE DETAIL 12
 AS8.1 AND SHEET 1 OF9 (DRAWINGS) OF THE READY ACCESS
 DRIVE THROUGH WINDOW.THE PRODUCT APPROVAL SHOWS A MAX
 FRAME HEIGHT OF 60.5INCHES, THE DETAIL SHOWS A HEIGHT
 OF 5FT3IN.GRAPHICALLY THE HEAD DETAIL 1 THE BUCK IS
 SHOWN AS VERY SMALL, AND THE DETAIL 13 WHICH SHOULD BE
 THE SILL DETAIL IS NOTED AS NOT USED (ALTHOUGH
 REFERENCED ONDETAIL 12C).CLARIFY FRAME SIZE.
  
 C. YKK STOREFRONT DOOR, PREVIOUS LIST REQUESTED THAT
 TYPE OF GLASS BE HIGHLIGHTED.THIS WAS NOT DONE.ALSO
 SEE ITEM 9, IF THIS IS USED IN A REQUIRED EXIT DOOR
 LOCATION, IMPACT REQUIRED.PLEASE NOTE ON THE PRODUCT
 APPROVAL WHERE THIS DOOR WILL BE INSTALLED.
  
 D. INGERSOLL RAND H16-4 OK; PLEASE SEE ITEM 10 AND
 PROVIDE FL PRODUCT APPROVAL.
  
 E. SUPREMA MODIFIED, SEE PREVIOUS LIST, NO SYSTEM
 SELECTED.THE SYSTEM AND ENHANCED FASTENING
 CALCULATIONS REQUIRED (SEE GENERAL LIMITATION #7) CAN
 BE SUBMITTED WITH THE ROOF PERMIT APPLICATION. HOWEVER,
 SEE DETAIL 4 AS5.2, AS6.2, S2.2, S3.1, THE ROOF
 STRUCTURE IS SHOWN AS STEEL.THE PRODUCT APPROVAL
 SUBMITTED IS FOR WOOD DECK, BUT WAS REVIEWED/APPROVED
 BY THE ARCHITECT.PLEASE ADDRESS OR CLARIFY.
  
 F. EFIS SYSTEM, NO PRODUCT APPROVALS SUBMITTED.SEE
 FAC9B72, PRODUCT APPROVALS REQUIRED AND TO BE REVIEWED
 BY DOR PRIOR TO SUBMITTAL.
  
 G. METAL ROOF PRODUCT APPROVAL SUBMITTED, BUT FL
 PRODUCT APPROVAL IS ALSO REQUIRED, AND THIS PRODUCT
 WILL NOT BE REVIEWED UNTIL ROOF COMPONENT & CLADDING
 DESIGN PRESSURES ARE ESTABLISHED.THERE ARE TWO
 SYSTEMS, A1 AND A2.IT APPEARS THAT SYSTEM A1
 LIMITATION MIGHT NOT MEET THE PRESSURES FOR ZONE 3.
 PRIOR TO ROOF PERMIT ISSUANCE, A SYSTEM IS TO BE
 SELECTED.
  
 11. ADDRESSED.
  
 12. ENGINEER'S RESPONSE IS NOTED; 146MPH IS ACCEPTABLE
 AS IT EXCEEDS THE MINIMUM CODE.THE CITY OF WEST PALM
 BEACH IS ENTIRELY IN THE 140MPH ZONE.
  
 13. SEE PREVIOUS LIST, THERE IS STILL A DISCREPANCY
 BETWEEN AS6.3 AND S3.1 DETAIL 1, AND NEITHER IS
 COMPLIANT WITH FBC2114.2.THE ENGINEER'S RESPONSE
 STATES THAT THERE IS NOT SECONDARY POUR, ARCHITECT?S
 DETAIL SHOWS A COLD JOINT.DETAIL 1 S3.1 SHOWS THE
 VENEER SITTING ON WHAT LOOKS LIKE CONCRETE BLOCK, WITH
 JOINTS WHICH DO NOT HAVE A PHYSICAL BARRIER (TERMITES
 CAN GET INTO THE WALL FIRST HORIZONTALLY AT THE BASE OF
 THE BLOCK UNDER THE VENEER, THEN UP THE WALL).PLEASE
 ADDRESS.
  
 FOR ALL DETAILS, PLEASE CONFIRM THAT THERE ARE NO OTHER
 CONFLICTS BETWEEN ARCHITECTURAL AND STRUCTURAL DETAILS,
 OR A AND AS SHEETS.THIS WILL CREATE DELAYS IN THE
 FIELD AS IT IS POSSIBLE THAT, IF TWO DETAILS CONFLICT,
 A REVISION IN THE FIELD MAY BE REQUIRED AND INSPECTIONS
 MAY BE DELAYED UNTIL CONFLICTS ARE RESOLVED THROUGH
 PLAN REVIEW.PLEASE ADDRESS ALL INCONSISTENCIES NOW
 AND NOTE POSSIBLE CHANGES IN THE NEXT RESPONSE LETTER.
 IF DESIGNERS FIND NO INCONSISTENCIES, THIS ITEM DOES
 NOT NEED TO BE ADDRESSED. THIS COMMENT IS MADE AS
 ADVISORY AND AS A COURTESY TO TRY TO ASSIST IN FUTURE
 INSPECTIONS.
  
 14. ADDRESSED.
  
 15. 3RD REQUEST, DETAIL 8 S5.2, ANCHORING OF THE
 CORNICE BRACKET NOT SPECIFIED.BRACKET ANCHORS ARE
 SHOWN GRAPHICALLY BUT NO INFORMATION PROVIDED REGARDING
 MATERIAL, DIAMETER, EMBEDMENT, TYPE.
  
 16. ADDRESSED.
  
 17. PROVISO; AWNINGS UNDER SEPARATE PERMIT.DESIGNER
 GAVE TWO OPTIONS AS DESIGN CRITERIA.
  
 18. ADDRESSED.
  
 19. A2.0 WALL TYPE LEGEND WAS REVISED, WALL TYPE 1
 PREVIOUSLY STATED EXISTING WALL, NOW STATES NEW WALL,
 BUT THE WALL TYPE KEY WAS NOT REVISED.THE
 GRAPHIC/LEGEND STILL SHOWS AN EXISTING WALL ON THE
 CONSTRUCTION PLAN.
  
 NEW COMMENT:
  
 21. AS0.1 STATES (UNDER FBC TABLE 403.1 REQUIRED
 PLUMBING FIXTURES) THAT THIS IS A SHELL PERMIT ONLY AT
 THIS TIME.PLEASE REMOVE.
  
 22.(ADVISORY) PRIOR TO ISSUANCE OF A BUILDING PERMIT,
 IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY,
 561-233-5025.THE PLANS MUST BE STAMPED AND THE
 RECEIPT ATTACHED TO THE APPLICATION.IF THIS HAS
 ALREADY BEEN DONE, PLEASE PROVIDE THE STAMPED FLOOR
 PLAN OR SITE PLAN AND A COPY OF THE RECEIPT.
  
 23. (ADVISORY) AS FIRE SPRINKLERS ARE REQUIRED BY THE
 WESTWARD SHOPPING PLAZA, FIRE SPRINKLER PLANS MUST
 REMAIN IN THE PACKAGE.NOTE THAT THE DESIGNER HAS
 DECLARED A FULLY SPRINKLERED BUILDING, BUT THIS EXCEEDS
 MINIMUM CODE REQUIREMENTS.NO ACTION NEEDED; ADVISORY
 ONLY.
  
 24.SEE ELECTRIC REVIEW COMMENT REGARDING TWO SETS OF
 PLANS INCLUDED IN THIS PERMIT APPLICATION.SUBMITTAL
 OF TWO SETS OF ELEVATIONS, TWO SETS OF LIFE SAFETY,
 ETC. CAUSES SOME CONFUSION.PLEASE SEE OTHER COMMENT
 REGARDING INCONSISTENCIES WITHIN THE PLAN.
  
 25.PLEASE NOTE THAT A BUILDING REVIEW IS REQUIRED
 EACH TIME NEW ENERGY CALCS ARE SUBMITTED.PLEASE
 CONFIRM THAT ALL BUILDING COMPONENTS ON THE ENERGY CALC
 INPUT DATA REPORT ARE CONSISTENT WITH THE PLANS (DOORS,
 WINDOWS, INSULATION, HOT WATER HEATER, FLOOR AREA,
 ETC.).(ADDED 4/8; INFORMED ARCHITECT.)
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-09-17 Cont ID  
Sent By jwitmer Date 2007-09-17 Time 12:46 Rev Time 2.22
Received By jwitmer Date 2007-09-17 Time 11:50 Sent To  
Notes
2007-09-17 12:56:58BUILDING PLAN REVIEW
 PERMIT: 07040695
 ADD: 2633 OKEECHOBEE BLVD
 CONT: "PLAN REVIEW"
 TEL: (561)744-3399
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 2NDREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE & REPLACE ANY PAGES AS NECESSARY. A TRANSMITTAL
 LETTER LISTING THE ORIGINAL REVIEW COMMENT NUMBER, WITH
 A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE
 SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE
 FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR
 ANTICIPATED COOPERATION.
  
 2) FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE
 WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS NOT
 ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6)
 THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE
 CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.
  
 3)FBC 1802.2.1 QUESTIONABLE SOILS, 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
 .
  
  
 4 ) 109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION
 ACTIVITY REGULATED BY THIS CODE SHALL BE PERMORMED IN A
 MANNER SO AS NOT TO ADVERSELY IMPACT THE
 CONDITION OF ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS
 PERMITTED TO AFFECT SAID PROPERTY PURSUANT TO A CONSENT
 BY THE APPLICABLE PROPERTY OWNER, UNDER
 TERMS & CONDITIONS AGREEABLE TO THE APPLICABLE PROPERTY
 OWNER.THIS INCLUDES BUT IS NOT LIMITED TO THE CONTROL
 OF DUST, NOISE, WATER OR DRAINAGE RUN-OFF,
 DEBRIS, AND THE STORAGE OF CONSTRUCTION MATERIALS. NEW
 CONSTRUCTION ACTIVITY SHALL NOT ADVERSELY IMPACT
 HISTORIC SURFACE WATER DRAINAGE FLOWS SERVING ADJACENT
 PROPERTIES, & MAY REQUIRE SPECIAL DRAINAGE DESIGN
 COMPLYING WITH ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY,
 DEVELOPERS, CONTRACTORS, AND OWNERS OF ALL NEW
 RESIDENTIAL DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR
 ITEMS, ON EXISTING PROPERTIES RESULTING IN A DECREASE
 IN EXCESS OF 800SQ FT OF PERMEABLE LAND AREA ON ANY
 PARCELL SHALL AS A PERMIT CONDITION, PROVIDE A
 PROFESSIONALLY PREPARED DRAINAGE PLAN CLEARLY
 INDICATING COMPLIANCE WITH THIS PARAGRAPH. UPON
 COMPLETION OF THE IMPROVEMENT, A CERTIFICATE FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO THE INSPECTOR
 IN ORDER TO RECEIVE APPROVAL OF THE FINAL INSPECTION.
  
  
 5) 109.3.10.1 HURICANE PROTECTION. IT SHALL BE UNLAWFUL
 FOR ANY PERSON TO ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24 HRS.
 AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN
 LIFTED. ALL SUCH CONSTRUCTION MATERIALS, EQUIPMENT AND
 DEBRIS SHALL BE EITHER REMOVED FROM THE CONSTRUCTION
 SITE OR SECURED IN SUCH A MANNER AS TO MINIMIZE THE
 DANGER OF SUCH CONSTRUCTION MATERIALS, EQUIPMENT AND
 DEBRIS CAUSING DAMAGE TO PERSONS OR PROPERTY FROM HIGH
 WINDS.ANY PERSONS WHO FAILS TO COMPLY TO REMOVE OR
 SECURE THE CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS
 WITHIN 24 HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED
 SHALL BE SUBJECT TO A FINE NOT TO EXCEED $500.00. IN
 ADDITION TO THE ABOVE, A LICENSED CONTRACTOR WHO
 VIOLATES THIS SECTION SHALL BE SUBJECT TO DISCIPLINE
 PURSUANT TO SECTION 113 OF THIS CHAPTER.
  
 6) SHEET AS0.1
 6A-B) COMPLIED.
  
 6C) 2ND REQUEST, BOTTOM CENTER OF PLAN IS ILLEGABLE,
 PLEASE CORRECT.
  
 6D)2ND REQUEST,PRESSURES FOR OPENINGS ARE ALL LOW
 PLEASE SEE 2006 FBC TABLE 1609.6.2.1(2).
  
 7) 2ND REQUEST, SHEET AS0.4 SECTION 7720/ 102 (1)
 CORRECT TO THE FBC 2004/W2006 AMENDMENTS (2) CORRECT
 ASCE 7-98 TO ASCE 7-02
  
 8) SHEET S1.0 :
 8A) COMPLIED.
  
 8B) 2ND REQUESST, CORRECT WIND SPEED ZONE SEE FIGURE
 1609.
  
 8C) COMPLIED.
  
 8D) 2ND REQUEST, WIND PRESSURES FORFLAT ROOF ZONES 1,
 2 & 3 ARE LOW SEE TABLE 1609.6.2.1(2)
  
 8E)2ND REQUEST,WIND PRESSURE ZONES FOR WALL ZONES 4 &
 5 ARE BOTH LOW 10 SQ FT- 100 SQ FT.
  
 9)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 1609.1.4: COMPONENTS & CLADDING, PROVIDE 2
 COPIES(3 IF THRESHOLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS ,MISSING REPORTS ARE AS FOLLOWS: A)
 STOREFRONT SYSTEMS - THE REPORT SUBMITTED NO IMPACT
 TESTING
 B) READY ACCESS ALUMINIUM DRIVE THROUGH, MAY BE ISSUES
 WITH MULLIONS AND TRNSOM ABOVE
 C) YKK AP 35H OUTSWING DOORHIGHLIGHT TYPE OF GLAZING
 TO BE INSTALLED.
 D) INGERSOLL- RAND H16-4 GOOD FOR +/- 70 OK
 E) SOPREMA NODIFIED ROOFING - NO SUBSYSTEM INDICATED
 F) EFIS SYSTEMS- NO REPORT SUBMITTED
 G) METAL ROOFING- NO REPORT SUBMITTED
 H) TRUSS ANCHORS AND CLIPS ( CURVED CANOPY)
  
 10A)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.
  
 10B)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 APPLICATION FOR
 LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE
 9B-72.
  
 11) 2ND REQUEST' READY ACCESS ALUMINIUM DRIVE THROUGH
 WINDOW SHOWN ON SHEET AS2.1 INDICATES A SECTION 3 AS7.1
 IS MISSING, PLEASE PROVIDE.
 11A) SHEET S2.1 SAME WINDOW INDICATES A 4X4 STEEL
 COLUMN BETWEEN TWO WINDOWS BUT NONE IN THE CORENER, IS
 THIS CORNER TO BE BUTT GLAZING?
  
 12)2ND REQUEST, SHEET S2.1 & S2.2 BOTH NEED TO
 CORRECT THE WIND SPEEDZONE, SEE FIGURE 1609.
  
 13) 2ND REQUEST, THERE APPEARS TO BE A DESCREPANCY
 BETWEEN AS6.3 FOUNDATION DETAILS AND S3.1 DETAIL# 1. IN
 ALL CASES SEE 2114.2 REQUIREMENTS FOR TERMITE
 INSPECTION. 2114.2 CONCRETE BEARING LEDGE.
 BRICK , STONE OR OTHER VENEER SHALL BE SUPPORTED BY A
 CONCRETE BEARING LEDGE AT LEAST EQUAL TO THE TOTAL
 THICKNESS OF THE BRICK , STONE OR OTHER VENEER, WHICH
 IS POURED INTEGRALLY WITH THE CONCRETE FOUNDATION. NO
 SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL
 CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT
 SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE
 IS AN APPROVED PHYSICAL BARRIER. AN APPROVED PHYSICAL
 BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL
 SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED
 IN A MORTAR JOINT. IF MASONRY VENEER EXTENDS BELOW
 GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED
 TO THE CAVITY CREATED BETWEEN THE VENEER AND THE
 FOUNDATION, IN LIEU OF A PHYSICAL BARRIER. EXCEPTION:
 VENEER SUPPORTED BY A SHELF, ANGLE OR LINTEL SECURED TO
 THE FOUNDATION SIDEWALL IN ACCORDANCE WITH ACI 530/ASCE
 5/TMS 402, PROVIDED AT LEAST A 6-INCH (152 MM) CLEAR
 INSPECTION SPACE OF THE FOUNDATION SIDEWALL EXTERIOR
 EXIST BETWEEN THE VENEER AND THE TOP OF ANY SOIL, SOD,
 MULCH OR OTHER ORGANIC LANDSCAPING COMPONENT, DECK,
 APRON, PORCH, WALK OR ANY OTHER WORK IMMEDIATELY
 ADJACENT TO OR ADJOINING THE STRUCTURE.
  
 14)2ND REQUEST,AS6.3 AND AS8.1 BOTH INDICATE VARIOUS
 BRICK APPLICATIONS NO MENTION OFWALL TIES OR JOINT
 REINFORCEMENT. 2103.11.2 JOINT REINFORCEMENT. JOINT
 REINFORCEMENT SHALL COMPLY WITH ASTM A 951. THE MAXIMUM
 SPACING OF CROSSWIRES IN LADDER-TYPE JOINT
 REINFORCEMENT AND OF POINT OF CONNECTION OF CROSS WIRES
 TO LONGITUDINAL WIRES OF TRUSS-TYPE REINFORCEMENT SHALL
 BE 16 INCHES (400 MM).
 2103.11.5 ANCHORS, TIES AND ACCESSORIES.
 ANCHORS, TIES AND ACCESSORIES SHALL CONFORM TO THE
 FOLLOWING STANDARDS: ASTM A 36 FOR STRUCTURAL STEEL;
 ASTM A 82 FOR PLAIN STEEL WIRE FOR CONCRETE
 REINFORCEMENT; ASTM A 185 FOR PLAIN STEEL-WELDED WIRE
 FABRIC FOR CONCRETE REINFORCEMENT; ASTM A 167, TYPE
 304, FOR STAINLESS AND HEAT-RESISTING CHROMIUM-NICKEL
 STEEL PLATE, SHEET AND STRIP AND ASTM A 366 FOR
 COLD-ROLLED CARBON STEEL SHEET, COMMERCIAL QUALITY.
  
 15)2ND REQUEST,AS5.2 AND AS6.3 BOTH INDICATE A METAL
 CORNICE SECTION AROUND THE PERIMETER OF THE ROOF. THE
 DETSIL 8 SHEET AS5.2 INDICATES TO SEE THE STRUCTURAL
 SHEETS FOR MORE DETAIL,
 THERE ARE NO STRUCTURAL DETAILS FOR THIS AREAA OF THE
 BUILDING. PLEASE PROVIDE ADDITIONAL INFORMATION ON THE
 FASTENING OF THIS CORNICE AND HOW IT WILL ACT IN A HIGH
 WIND EVENT.
  
 16) COMPLIED.
  
 17) 2ND REQUEST,AS5.3 DETAIL 3 METAL AWNING PLEASE
 PROVIDE TO WHICH IS THIS AWNING WILL BE DESIGNED TO?
 DESIGN OF THE STRUCTURAL FRAMING MEMBERS SHALL BE BASED
 ON RATIONAL ANALYSIS, USING THE APPLICABLE WIND LOADS
 OF CHAPTER 16 AS SHOWN BELOW:
 3105.4.2.1
 THE WIND DESIGN LOADS FOR ANY FABRIC OR
 MEMBRANE-COVERED STRUCTURE DESIGNED WITH A QUICK
 REMOVAL OR BREAKAWAY MEMBRANE OR FABRIC AT WIND
 VELOCITIES OF 75 MPH, SHALL BE BASED ON THE FOLLOWING
 CRITERIA:
 1.MINIMUM WIND VELOCITY OF 3-SECOND WIND GUST 90
 MPH
 2.IMPORTANCE FACTOR BASED ON LOW HAZARD TO HUMAN
 LIFE OF 0.77.
 3.EXPOSURE CATEGORY B FOR OR C AS DEFINED IN
 CHAPTER 16 .
 3105.4.2.2
 THE WIND DESIGN LOADS FOR ANY FABRIC OR MEMBRANE
 COVERED STRUCTURE DESIGNED WITH A PERMANENT OR
 NONREMOVABLE FABRIC OR MEMBRANE, SHALL BE BASED ON THE
 FOLLOWING CRITERIA:
 1.MINIMUM WIND VELOCITY AS REQUIRED IN CHAPTER 16
 .
 2.IMPORTANCE FACTOR BASED ON LOW HAZARD TO HUMAN
 LIFE OF 0.77.
 3.EXPOSURE CATEGORY B OR C AS DEFINED IN CHAPTER
 16 .
 3105.4.2
 THE FABRIC PORTIONS OF AWNINGS FABRIC COVERED FRAMES
 SHALL BE SECURELY LACED, TIED OR OTHERWISE FASTENED TO
 THE FRAME; NO RAFTER OR FRONT BAR WILL BE PERMITTED IN
 POCKETS; AND IN NO CASE SHALL A ROLLING CURTAIN BE
 CAUSED TO OPERATE OVER A CANOPY FRAME.
 3105.4.3
 THE HORIZONTAL PROJECTION OF CANTILEVERED PORTIONS
 SHALL NOT BE GREATER THAN TWO TIMES THE HEIGHT, EXCEPT
 WHERE THE BUILDING CONSTRUCTION DOES NOT PERMIT A
 PROPER INSTALLATION; IN WHICH CASE, VARIANCE MAY BE
 PERMITTED BY THE BUILDING OFFICIAL, BASED ON SPECIAL
 DESIGN AND CONSTRUCTION.
 AWNINGS
 3105.5 RIGID AWNINGS AND CANOPY SHUTTERS.
 3105.5.1 LOADS.
 RIGID AWNINGS AND CANOPY SHUTTERS SHALL BE DESIGNED TO
 RESIST THE LOADS SET FORTH IN CHAPTER 16 OF THIS CODE
 EXCEPT THAT STRUCTURES OR PARTS THEREOF WHICH ARE
 INTENDED TO BE REMOVED OR REPOSITIONED DURING PERIODS
 OF HIGH WIND VELOCITY SHALL BE DESIGNED IN THEIR OPEN
 OR EXTENDED POSITION TO DESIGN PRESSURES BASED ON A
 BASIC WIND SPEED OF MINIMUM 90 MPH, 3-SECOND WIND GUST
 WITH APPLICABLE SHAPE FACTORS AND TO RESIST NOT LESS
 THAN 10 PSF (478 PA) ROOF LIVE LOAD.
 3105.5.2
 WHERE SUCH STRUCTURE IS INTENDED TO BE FOLDED OR
 OTHERWISE REPOSITIONED TO CLOSE AN OPENING WHEN THE
 BUILDING IS UNATTENDED OR ACT AS A STORM SHUTTER THE
 DESIGN IN THE CLOSED POSITION SHALL ALSO COMPLY WITH
 CHAPTER 16 AND SHALL BE IMPACT RESISTANT IN ACCORDANCE
 WITH SECTION1609.1.4.
 3105.5.3
 STRUCTURES DESIGNED TO BE READILY REMOVED OR
 REPOSITIONED DURING PERIODS OF HIGH WIND VELOCITY SHALL
 BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL OR
 PAINTED INSTRUCTIONS TO THE OWNER OR TENANT TO REMOVE
 OR REPOSITION THE STRUCTURE OR PART THEREOF DURING SUCH
 PERIODS OF TIME AS ARE DESIGNATED BY THE U.S. WEATHER
 BUREAU AS BEING A HURRICANE WARNING OR ALERT.
  
 18)2ND REQUEST,AS5.3 CURVED CANOPY SECTION, THESE
 DETAILS DO NOT INDICATE THE WHAT TYPE OF ROOF
 SHEATHING, NOR THICKNESS WILL BE PLACED ON THE CURVED
 ROOF SECTION. THE STRUCTURAL SHEETS3.1 DETAILS SAY TO
 SEE PLAN?
  
 19) 2ND REQUEST, SHEET A2.0 INDICATES THAT WALL TYPE# 1
 IS AN EXISTING WALL? ISN'T THIS A NEW BUILDING?
  
 20-23) COMPLIED.
  
 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
 OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
 CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
 RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
 BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
 REQUIREMENT, THE SPECIFIC
 REQUIREMENT SHALL BE APPLICABLE.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
  
  
  
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-06-12 Cont ID  
Sent By jwitmer Date 2007-06-12 Time 15:53 Rev Time 3.33
Received By jwitmer Date 2007-06-12 Time 13:21 Sent To  
Notes
2007-06-12 17:57:29BUILDING PLAN REVIEW
 PERMIT: 07040695
 ADD: 2633 OKEECHOBEE BLVD
 CONT: "PLAN REVIEW"
 TEL: (561)744-3399
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE & REPLACE ANY PAGES AS NECESSARY. A TRANSMITTAL
 LETTER LISTING THE ORIGINAL REVIEW COMMENT NUMBER, WITH
 A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE
 SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE
 FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR
 ANTICIPATED COOPERATION.
  
 2) FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE
 WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS NOT
 ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6)
 THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE
 CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.
  
 3)FBC 1802.2.1 QUESTIONABLE SOILS, 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
 .
  
  
 4 ) 109.3.10* IMPACT OF CONSTRUCTION.
 ALL CONSTRUCTION ACTIVITY REGULATED BY
 THIS CODE SHALL BE PERMORMED IN A MANNER
 SO AS NOT TO ADVERSELY IMPACT THE
 CONDITION OF ADJACENT PROPERTY, UNLESS
 SUCH ACTIVITY IS PERMITTED TO AFFECT
 SAID PROPERTY PURSUANT TO A CONSENT BY
 THE APPLICABLE PROPERTY OWNER, UNDER
 TERMS & CONDITIONS AGREEABLE TO THE
 APPLICABLE PROPERTY OWNER.THIS INCLUDES
 BUT IS NOT LIMITED TO THE CONTROL OF
 DUST, NOISE, WATER OR DRAINAGE RUN-OFF,
 DEBRIS, AND THE STORAGE OF CONSTRUCTION
 MATERIALS. NEW CONSTRUCTION ACTIVITY
 SHALL NOT ADVERSELY IMPACT HISTORIC
 SURFACE WATER DRAINAGE FLOWS SERVING
 ADJACENT PROPERTIES, & MAY REQUIRE
 SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES.ACCORDINGLY,
 DEVELOPERS, CONTRACTORS,
 AND OWNERS OF ALL NEW RESIDENTIAL
 DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR
 ITEMS, ON EXISTING PROPERTIES RESULTING
 IN A DECREASE IN EXCESS OF 800SQ FT OF
 PERMEABLE LAND AREA ON ANY PARCELL SHALL
 AS A PERMIT CONDITION, PROVIDE A
 PROFESSIONALLY PREPARED DRAINAGE PLAN
 CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE
 IMPROVEMENT, A CERTIFICATE FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO
 THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
  
 5) 109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION
 SITE FROM 24 HRS. AFTER A HURRICANE
 WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN
 LIFTED. ALL SUCH CONSTRUCTION MATERIALS,
 EQUIPMENT AND DEBRIS SHALL BE EITHER
 REMOVED FROM THE CONSTRUCTION SITE OR
 SECURED IN SUCH A MANNER AS TO MINIMIZE
 THE DANGER OF SUCH CONSTRUCTION
 MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM HIGH
 WINDS.ANY PERSONS WHO FAILS TO COMPLY TO
 REMOVE OR SECURE THE CONSTRUCTION
 MATERIALS EQUIPMENT AND DEBRIS WITHIN
 24 HRS AFTER A HURRICANE WATCH HAS BEEN
 ISSUED SHALL BE SUBJECT TO A FINE NOT TO
 EXCEED $500.00. IN ADDITION TO THE ABOVE, A
 LICENSED
 CONTRACTOR WHO VIOLATES THIS SECTION
 SHALL BE SUBJECT TO DISCIPLINE PURSUANT
 TO SECTION 113 OF THIS CHAPTER.
  
 6) SHEET AS0.1
 6A) PLEASE UPDATE THE APPLICABLE CODE, 2004 FBC WITH
 2006 AMENDMENTS.
  
 6B) TABLE 503 HEIGTH AND AREA PLEASE CORRECT ALLOWED
 STORIES TO (1).
  
 6C) BOTTOM CENTER OF PLAN IS ILLEGABLE, PLEASE
 CORRECT.
  
 6D) PRESSURES FOR OPENINGS ARE ALL LOW PLEASE SEE 2006
 FBC TABLE 1609.6.2.1(2).
  
 7) SHEET AS0.4 SECTION 7720/ 102 (1) CORRECT TO THE FBC
 2004/W2006 AMENDMENTS
  
 (2) CORRECT ASCE 7-98 TO ASCE 7-02
  
  
 8) SHEET S1.0 :
 8A) CORRECT DESIGNED TO THE 2001 FBC
  
 8B) CORRECT WIND SPEED ZONE SEE FIGURE1609.
  
 8C) CORRECT ASCE 7-98 TO ASCE 7-02
  
 8D) WIND PRESSURES FORFLAT ROOF ZONES 1, 2 & 3 ARE
 LOW SEE TABLE 1609.6.2.1(2)
  
 8E) WIND PRESSURE ZONES FOR WALL ZONES 4 & 5 ARE BOTH
 LOW 10 SQ FT- 100 SQ FT.
  
 9)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 1609.1.4: COMPONENTS & CLADDING, PROVIDE 2
 COPIES(3 IF THRESHOLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS ,MISSING REPORTS ARE AS FOLLOWS:A)
 STOREFRONT SYSTEMS - THE REPORT SUBMITTED NO IMPACT
 TESTING
 B) READY ACCESS ALUMINIUM DRIVE THROUGH, MAY BE ISSUES
 WITH MULLIONS AND TRNSOM ABOVE
 C) YKK AP 35H OUTSWING DOORHIGHLIGHT TYPE OF GLAZING
 TO BE INSTALLED.
 D) INGERSOLL- RAND H16-4 GOOD FOR +/- 70 OK
 E) SOPREMA NODIFIED ROOFING - NO SUBSYSTEM INDICATED
 F) EFIS SYSTEMS- NO REPORT SUBMITTED
 G) METAL ROOFING- NO REPORT SUBMITTED
 H) TRUSS ANCHORS AND CLIPS ( CURVED CANOPY)
  
 10)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 APPLICATION FOR LOCAL PRODUCT APPROVAL OR
 SITE SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 11) READY ACCESS ALUMINIUM DRIVE THROUGH WINDOW SHOWN
 ON SHEET AS2.1 INDICATES A SECTION 3 AS7.1 IS MISSING,
 PLEASE PROVIDE.
 11A) SHEET S2.1 SAME WINDOW INDICATES A 4X4 STEEL
 COLUMN BETWEEN TWO WINDOWS BUT NONE IN THE CORENER, IS
 THIS CORNER TO BE BUTT GLAZING?
  
 12)SHEET S2.1 & S2.2 BOTH NEED TO CORRECT THE WIND
 SPEEDZONE, SEE FIGURE 1609.
  
 13) THERE APPEARS TO BE A DESCREPANCY BETWEEN AS6.3
 FOUNDATION DETAILS AND S3.1 DETAIL# 1.IN ALL CASES
 SEE 2114.2 REQUIREMENTS FOR TERMITE INSPECTION. 2114.2
 CONCRETE BEARING LEDGE.
 BRICK , STONE OR OTHER VENEER SHALL BE SUPPORTED BY A
 CONCRETE BEARING LEDGE AT LEAST EQUAL TO THE TOTAL
 THICKNESS OF THE BRICK , STONE OR OTHER VENEER, WHICH
 IS POURED INTEGRALLY WITH THE CONCRETE FOUNDATION. NO
 SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL
 CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT
 SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE
 IS AN APPROVED PHYSICAL BARRIER. AN APPROVED PHYSICAL
 BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL
 SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED
 IN A MORTAR JOINT. IF MASONRY VENEER EXTENDS BELOW
 GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED
 TO THE CAVITY CREATED BETWEEN THE VENEER AND THE
 FOUNDATION, IN LIEU OF A PHYSICAL BARRIER. EXCEPTION:
 VENEER SUPPORTED BY A SHELF, ANGLE OR LINTEL SECURED TO
 THE FOUNDATION SIDEWALL IN ACCORDANCE WITH ACI 530/ASCE
 5/TMS 402, PROVIDED AT LEAST A 6-INCH (152 MM) CLEAR
 INSPECTION SPACE OF THE FOUNDATION SIDEWALL EXTERIOR
 EXIST BETWEEN THE VENEER AND THE TOP OF ANY SOIL, SOD,
 MULCH OR OTHER ORGANIC LANDSCAPING COMPONENT, DECK,
 APRON, PORCH, WALK OR ANY OTHER WORK IMMEDIATELY
 ADJACENT TO OR ADJOINING THE STRUCTURE.
  
 14)AS6.3 AND AS8.1 BOTH INDICATE VARIOUS BRICK
 APPLICATIONS NO MENTION OFWALL TIES OR JOINT
 REINFORCEMENT. 2103.11.2 JOINT REINFORCEMENT. JOINT
 REINFORCEMENT SHALL COMPLY WITH ASTM A 951. THE MAXIMUM
 SPACING OF CROSSWIRES IN LADDER-TYPE JOINT
 REINFORCEMENT AND OF POINT OF CONNECTION OF CROSS WIRES
 TO LONGITUDINAL WIRES OF TRUSS-TYPE REINFORCEMENT SHALL
 BE 16 INCHES (400 MM).
 2103.11.5 ANCHORS, TIES AND ACCESSORIES.
 ANCHORS, TIES AND ACCESSORIES SHALL CONFORM TO THE
 FOLLOWING STANDARDS: ASTM A 36 FOR STRUCTURAL STEEL;
 ASTM A 82 FOR PLAIN STEEL WIRE FOR CONCRETE
 REINFORCEMENT; ASTM A 185 FOR PLAIN STEEL-WELDED WIRE
 FABRIC FOR CONCRETE REINFORCEMENT; ASTM A 167, TYPE
 304, FOR STAINLESS AND HEAT-RESISTING CHROMIUM-NICKEL
 STEEL PLATE, SHEET AND STRIP AND ASTM A 366 FOR
 COLD-ROLLED CARBON STEEL SHEET, COMMERCIAL QUALITY.
  
 15) AS5.2 AND AS6.3 BOTH INDICATE A METAL CORNICE
 SECTION AROUND THE PERIMETER OF THE ROOF. THE DETSIL 8
 SHEET AS5.2 INDICATES TO SEE THE STRUCTURAL SHEETS FOR
 MORE DETAIL,
 THERE ARE NO STRUCTURAL DETAILS FOR THIS AREAA OF THE
 BUILDING. PLEASE PROVIDE ADDITIONAL INFORMATION ON THE
 FASTENING OF THIS CORNICE AND HOW IT WILL ACT IN A HIGH
 WIND EVENT.
  
 16) AS5.2 DETAIL# 1 INDICATES A ROOF DRAIN AND THE
 SECONDARY OVER FLOW, THE OVERFLOW IS NOT TO BE AT THE
 SAME LEVEL AS THE MAIN DRAIN. OVERFLOW
 1514.4.2 OVERFLOW DRAINS AND SCUPPERS.
 WHERE ROOF DRAINS ARE REQUIRED, OVERFLOW DRAINS OR
 OVERFLOW SCUPPERS SIZED IN ACCORDANCE WITH FLORIDA
 BUILDING CODE, PLUMBING SHALL BE INSTALLED WITH THE
 INLET FLOW LINE LOCATED NOT LESS THAN 2 INCHES (51 MM)
 OR MORE THAN 4 INCHES (102 MM) ABOVE THE LOW POINT OF
 THE FINISHED ROOFING SURFACE, EXCLUDING SUMPS. OVERFLOW
 SCUPPERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) IN ANY
 DIMENSION AND SHALL BE LOCATED AS CLOSE AS PRACTICAL TO
 REQUIRED VERTICAL LEADERS, CONDUCTORS OR DOWNSPOUTS.
 OVERFLOW DRAINS AND SCUPPERS SHALL ALSO COMPLY WITH THE
 FLORIDA BUILDING CODE, PLUMBING , AND SECTION 1617 OF
 THIS CODE.
  
 17) AS5.3 DETAIL 3 METAL AWNING PLEASE PROVIDE TO WHICH
 IS THIS AWNING TO BE DESIGNED T? DESIGN OF THE
 STRUCTURAL FRAMING MEMBERS SHALL BE BASED ON RATIONAL
 ANALYSIS, USING THE APPLICABLE WIND LOADS OF CHAPTER 16
 AS SHOWN BELOW:
 3105.4.2.1
 THE WIND DESIGN LOADS FOR ANY FABRIC OR
 MEMBRANE-COVERED STRUCTURE DESIGNED WITH A QUICK
 REMOVAL OR BREAKAWAY MEMBRANE OR FABRIC AT WIND
 VELOCITIES OF 75 MPH, SHALL BE BASED ON THE FOLLOWING
 CRITERIA:
 1.MINIMUM WIND VELOCITY OF 3-SECOND WIND GUST 90
 MPH
 2.IMPORTANCE FACTOR BASED ON LOW HAZARD TO HUMAN
 LIFE OF 0.77.
 3.EXPOSURE CATEGORY B FOR OR C AS DEFINED IN
 CHAPTER 16 .
 3105.4.2.2
 THE WIND DESIGN LOADS FOR ANY FABRIC OR MEMBRANE
 COVERED STRUCTURE DESIGNED WITH A PERMANENT OR
 NONREMOVABLE FABRIC OR MEMBRANE, SHALL BE BASED ON THE
 FOLLOWING CRITERIA:
 1.MINIMUM WIND VELOCITY AS REQUIRED IN CHAPTER 16
 .
 2.IMPORTANCE FACTOR BASED ON LOW HAZARD TO HUMAN
 LIFE OF 0.77.
 3.EXPOSURE CATEGORY B OR C AS DEFINED IN CHAPTER
 16 .
 3105.4.2
 THE FABRIC PORTIONS OF AWNINGS FABRIC COVERED FRAMES
 SHALL BE SECURELY LACED, TIED OR OTHERWISE FASTENED TO
 THE FRAME; NO RAFTER OR FRONT BAR WILL BE PERMITTED IN
 POCKETS; AND IN NO CASE SHALL A ROLLING CURTAIN BE
 CAUSED TO OPERATE OVER A CANOPY FRAME.
 3105.4.3
 THE HORIZONTAL PROJECTION OF CANTILEVERED PORTIONS
 SHALL NOT BE GREATER THAN TWO TIMES THE HEIGHT, EXCEPT
 WHERE THE BUILDING CONSTRUCTION DOES NOT PERMIT A
 PROPER INSTALLATION; IN WHICH CASE, VARIANCE MAY BE
 PERMITTED BY THE BUILDING OFFICIAL, BASED ON SPECIAL
 DESIGN AND CONSTRUCTION.
 AWNINGS
 3105.5 RIGID AWNINGS AND CANOPY SHUTTERS.
 3105.5.1 LOADS.
 RIGID AWNINGS AND CANOPY SHUTTERS SHALL BE DESIGNED TO
 RESIST THE LOADS SET FORTH IN CHAPTER 16 OF THIS CODE
 EXCEPT THAT STRUCTURES OR PARTS THEREOF WHICH ARE
 INTENDED TO BE REMOVED OR REPOSITIONED DURING PERIODS
 OF HIGH WIND VELOCITY SHALL BE DESIGNED IN THEIR OPEN
 OR EXTENDED POSITION TO DESIGN PRESSURES BASED ON A
 BASIC WIND SPEED OF MINIMUM 90 MPH, 3-SECOND WIND GUST
 WITH APPLICABLE SHAPE FACTORS AND TO RESIST NOT LESS
 THAN 10 PSF (478 PA) ROOF LIVE LOAD.
 3105.5.2
 WHERE SUCH STRUCTURE IS INTENDED TO BE FOLDED OR
 OTHERWISE REPOSITIONED TO CLOSE AN OPENING WHEN THE
 BUILDING IS UNATTENDED OR ACT AS A STORM SHUTTER THE
 DESIGN IN THE CLOSED POSITION SHALL ALSO COMPLY WITH
 CHAPTER 16 AND SHALL BE IMPACT RESISTANT IN ACCORDANCE
 WITH SECTION1609.1.4.
 3105.5.3
 STRUCTURES DESIGNED TO BE READILY REMOVED OR
 REPOSITIONED DURING PERIODS OF HIGH WIND VELOCITY SHALL
 BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL OR
 PAINTED INSTRUCTIONS TO THE OWNER OR TENANT TO REMOVE
 OR REPOSITION THE STRUCTURE OR PART THEREOF DURING SUCH
 PERIODS OF TIME AS ARE DESIGNATED BY THE U.S. WEATHER
 BUREAU AS BEING A HURRICANE WARNING OR ALERT.
  
 18) AS5.3 CURVED CANOPY SECTION, THESE DETAILS DO NOT
 INDICATE WHAT TYPE OF ROOF SHEATHING WILL BE PLACED ON
 THE CURVED ROOF SECTION. THE STRUCTURAL SHEETS3.1
 DETAILS SAY TO SEE PLAN?
  
 19)SHEET A2.0 INDICATES THAT WALL TYPE# 1 IS AN
 EXISTING WALL? ISN'T THIS A NEW BUILDING/
  
 20) AS0.1 INDICATES IN THE OCCUPANCY LOAD A LOAD OF 39
 WHEREAS G1.0 THE PLANS SHOW A OCCUPANT LOAD OF 41 + AN
 ADDITIONAL 17 ON AN EXTERIOR PATIO ?
  
 21) SITE INFO ESTIMATES THE COST OF $150,000.00, LOW.
  
 22) SHEET G2.0 INDICATES THERE TO BE AN EXISTING PATIO,
 EXISTING RAILING?
  
 23)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.
  
 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 6 Status P Date 2008-11-04 Cont ID  
Sent By dpalmer Date 2008-11-04 Time 14:45 Rev Time 0.00
Received By dpalmer Date 2008-11-04 Time 14:45 Sent To  
Notes
2008-11-04 14:46:53PLANS ARE ROUTED TO COMM BOARD #37 AS THERE ARE SOME
 NEW SHEETS IN SETS NOT YET REVIEWED AND STAMPED BY
 BUILDING. THESE HAVE A NEW DATE OF 10/2/08.
 THERE ARE ALSO FS SHEETS NOT YET STAMPED AND REVIEWED
 ALONG WIHT HYDRAULIC CALCUALTIONS.
Review Stop E ELECTRICAL
Rev No 5 Status F Date 2008-10-31 Cont ID  
Sent By dpalmer Date 2008-10-31 Time 08:11 Rev Time 0.00
Received By dpalmer Date 2008-10-31 Time 08:11 Sent To  
Notes
2008-10-31 08:11:25 
 ** DENIED REVIEW**
  
 1) NOTE: ** A CALL WAS PLACED TO THE CHUCK FROM
 FRONTIER BUILDING. LET HIM KNOW THERE WERE SEVERAL
 SHEETS IN ONE OF THE SETS WHICH WERE NOT SIGNED OR
 SEALED BY THE ENGINEER OF RECORD. AS THIS IS THE ONLY
 COMMENT FOR NEW SHEETS NEEDED THESE MAY BE BROUGHT IN
 WITHOUT FEE. THE OLD SHEETS WHICH ARE NOT SIGNED OR
 SEALED NEED TO BE REMOVED AND HAVE NEW SHEETS INSERTED.
 THE MECHANICAL REVIEW STILL NEEDS TO TAKE PLACE. FS
 471.025, FAC 61G15-23.002
 PLEASE SEE LIST BELOW.
 E1.1,1.2, 3.0,4.1 ARE NEEDED.
  
  
  
  
  
 **IMPORTANT**
 ONCE AUDIT/REVIEWS ARE COMPLETE AND PLANS ARE PICKED UP
 FOR CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE
 ALL OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING.
 DO NOT LEAVE ANY OLD/VOIDED SHEETS IN SETS.
 PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY
 ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,
 SPEC/CUT SHEETS, CALCULATIONS ETC. SHOULD BE PLACED
 INTO TWO SETS/FOLDERS/BINDERS ETC.
 PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
 SHOULD BE SUBMITTED FOR REFERENCE.
 THIS WILL HELP IN THE AUDIT/REVIEW PROCESS AND AVOID
 ANY DELAYS.
  
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
  
  
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2008-05-22 Cont ID  
Sent By dpalmer Date 2008-05-22 Time 13:14 Rev Time 0.00
Received By dpalmer Date 2008-05-22 Time 13:13 Sent To  
Notes
2008-05-22 13:14:28** DENIED4TH REVIEW**
  
 ** PLEASE SEE SOME OF THE EXACT SAME COMMENTS FROM
 PREVIOUS REVIEW ARE STILL IN NEED OF ADDRESSING.
  
  
  
 1) NOTE: PLEASE SEE THE SUBMITTED ENERGY CALCULATIONS
 ARE NOT FILLED OUT CORRECTLY. PLEASE SEE THE
 CERTIFICATION SHEET DOES NOT CONTAIN THE PRINTED NAME
 OF DESIGNER(S) ETC. IN FACT IT LIST THE ENGINEERING
 FIRM (KAMM) AS THE ELECTRICAL, MECHANICAL AND PLUMBING
 DESIGNER(S). HOW IS THIS POSSIBLE WHEN CLEARLY THE
 DESIGNER OF RECORD FOR EACH OF THESE IS NOT THE FIRM
 (KAMM).
 PLEASE BE SURE THESE ARE DATED WHEN NEW SIGNED AND
 SEALED CALCULATIONS ARE COMPLETED AS REQUIRED. PLEASE
 COMPLETE.
 PLEASE BE SURE THE OWNER AGENT IS SIGNED.
 FBC 13-103.1, FAC 61G15-23.002, FS471.025
  
 2) NOTE: PLEASE SEE AS MENTIONED ON PREVIOUS REVIEWS
 PLEASE BE SURE ALL LIGHTING ON PLANS IS IN THE INPUT
 DATA REPORT FOR ENERGY CALCULATIONS.
 THERE ARE STILL FIXTURES ON THE PLANS WHICH ARE NOT IN
 THE CALCULATIONS.
 PLEASE SEE EXTERIOR LIGHT FIXTURES, SOME OF THESE ARE
 LABELED AS EMERGENCY LIGHT FIXTURES WHICH ARE OFF
 DURING NORMAL OPERATION. THIS IS NOT POSSIBLE!! THERE
 ARE OUTSIDE LIGHTS ON PLANS WHICH ARE EMERGENCY BATTERY
 BACK UP FIXTURES HOWEVER THEY ARE ON FOR NORMAL USE AND
 GENERAL ILLUMINATION. SOME OF THESE ARE ALSO SHOWN WITH
 BATTERY BACK UP.
 PLEASE SEE PLANS ALSO LIST ON FIXTURE LEGEND FIXTURES
 AS *EXTERIOR* HOWEVER PLANS CLEARLY SHOW THESE INSIDE
 THE BUILDING.
 PLEASE SEE THE WATTAGE SHALL BE BASED ON THE FIXTURE
 RATING, NOT BULBS.
 PLEASE SEE THE NUMBER OF FIXTURES ON PLANS AND THE
 WATTAGE OF THOSE FIXTURES ARE ONE GAIN NOT ON THE IDR.
 FOR EXAMPLE:
 ANOTHER WOULD BE SITE LIGHTING PLANS, AND FIXTURES.
 NONE FOUND YET, THERE IS MOST CERTAINLY SITE LIGHTING
 WHICH WAS EXISTING AND WAS SHOWN ON PREVIOUS PLANS
 SUBMITTED. (POLE LIGHTS). WILL THERE BE SITE LIGHTING?
 WILL EXISTING POLE LIGHTS BE RE-USED? WILL EXISTING
 POLE LIGHTS BE REMOVED? ETC.
 FOR EXAMPLE:
 PLEASE SEE TRACK LIGHTING DOES NO COORDINATE. MUST USE
 MAXIMUM VA PER FIXTURE, OR 30VA PER FT WHICH EVER IS
 GREATER. WHERE ARE THESE ON THE IDR? THESE ARE NOT
 SHOWN AS LOW VOLTAGE.
 PLEASE SEE ANOTHER EXAMPLE IS THE EXTERIOR DOORS.
 PLEASE SEE BUILDING REVIEW COMMENTS AS DOORS ON PLANS
 ARE NOT THE SAME AS THE IDR.
 13-415.2, 13-415.2.ABC.1.1, .1.2 AND .1.3. 13-400.3.A
  
 3) NOTE: PLEASE SEE THAT ALL EM LTS SHALL BE CIRCUITED
 PER 700.12F
  
 4) NOTE: PLEASE SEE THE LIFE SAFETY PLANS DO NOT
 CORRELATE WITH THE ELECTRICAL PLANS FOR LIGHTING.
 PLEASE COORDINATE AND SUBMIT.
 FBC 106.1.2 FOR COORDINATION AND LS 101 7.8,7.9.
  
 5) NOTE: PLEASE KNOW WHEN PLANS ARE RESUBMITTED ALONG
 WITH ENERGY CALCULATIONS THESE ALL SHALL COORDINATE. AS
 CORRECT DOCUMENTS WERE NOT SUBMITTED ON SOME OF THE
 PREVIOUS REVIEWS FS 553.80(2) WOULD NOT HAVE BEEN A
 FEE. PLEASE KNOW IF THE CODE SECTIONS ARE REPEATED ON
 THE FOLLOWING REVIEW A 4X FEE WILL BE ASSESSED FOR THE
 PLAN REVIEW PORTION OF THE BASE PERMIT FEE AS REQUIRED
 BY STATUTE. THIS FEE WILL BE $5,100.00
  
  
 ** IMPORTANT**
 ONCE AUDIT/REVIEWS ARE COMPLETE AND PLANS ARE PICKED UP
 FOR CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE
 ALL OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING.
 DO NOT LEAVE ANY OLD/VOIDED SHEETS IN SETS.
 PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY
 ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,
 SPEC/CUT SHEETS, CALCULATIONS ETC SHOULD BE PLACED INTO
 TWO SETS/FOLDERS/BINDERS ETC.
 PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
 SHOULD BE SUBMITTED FOR REFERENCE.
 THIS WILL HELP IN THE AUDIT/REVIEW PROCESS AND AVOID
 ANY DELAYS.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2008-03-11 Cont ID  
Sent By dpalmer Date 2008-03-11 Time 14:36 Rev Time 0.00
Received By dpalmer Date 2008-03-11 Time 14:36 Sent To  
Notes
2008-03-11 14:36:33** DENIED**
  
  
  
 1) NOTE:PLEASE SEE AS STATED ON PREVIOUS REVIEW
 PLEASE ONLY SUBMIT COMPLETE PLANS FOR SCOPE OF WORK AS
 APPLIED.
 PLEASE SEE THERE ARE TWO COMPLETELY DIFFERENT SETS OF
 PLANS FOR THIS LOCATION. PLEASE CORRELATE SCOPE OF WORK
 AND SUBMIT ONLY PLANS WHICH ARE TO BE REVIEWED.
 FBC 106.1
  
 2) NOTE: PLEASE SEE OF THE 5 SETS OF ENERGY
 CALCULATIONS SUBMITTED, NONE MEET THE FBC CHAPTER 13.
 PLEASE SEE WHITE OUT AND HAND DRAWN CHANGES WHICH ARE
 NOT PERMITTED.
 PLEASE SEE THE INCORRECT VERSION WAS SUBMITTED ON ALL
 FIVE SETS.13-400.3.A.
 PLEASE SEE LIGHTING ON THE INPUT DATA REPORTS DO NOT
 MATCH WITH PLANS, ALTHOUGH IT IS UNCLEAR WHICH PLANS IS
 TO BE REVIEWED. IN EITHER CASE THE CALCULATIONS ARE NOT
 CORRECT.
 13-415.2.ABC.1.1, .1.2 AND .1.3
  
 ** THIS OFFICE EXPRESSES THAT IF THERE ARE ANY
 COMMENTS, QUESTIONS OR CLARIFICATION NEEDED TO PLEASE
 DO NOT HESITATE IN CONTACTING THIS OFFICE.
 PLEASE SEE BELOW FOR CONTACT INFORMATION.
  
 * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE PICKED UP FOR
 CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE ALL
 OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED SHEETS
 INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING. DO NOT
 LEAVE ANY OLD/VOIDED SHEETS IN SETS.
 PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY
 ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,
 SPEC/CUT SHEETS, CALCULATIONS ETC SHOULD BE PLACED INTO
 TWO SETS/FOLDERS/BINDERS ETC.
 PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
 SHOULD BE SUBMITTED FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND AVOID ANY
 DELAYS.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2007-09-09 Cont ID  
Sent By dpalmer Date 2007-09-09 Time 14:44 Rev Time 0.00
Received By dpalmer Date 2007-09-09 Time 13:16 Sent To  
Notes
2007-09-09 14:45:232007-09-09 14:45:23
  
 *** DENIED 2ND REVIEW ***
  
 ** THIS IS THE FIRST REVIEW UNDER PERMIT APPLICATION.
 STARBUCKS LOCATION AT 2623 OKEECHOBEE BLVD.
  
 ** PLEASE SEE THERE ARE SEVERAL ITEMS FROM PREVIOUS
 REVIEW WHICH ARE STILL IN NEED OF ADDRESSING ALONG WITH
 NUMEROUS NEW COMMENTS BASED ON THE CHANGES MADE TO
 MADE, THE PLANS SUBMITTED AND THE SCOPE SHOWN ON PLANS
 NOT ON THIS PROJECT ETC. PLEASE SEE COMMENTS BELOW FOR
 FURTHER EXPLANATION.
  
 1) NOTE: PLEASE SEE THESE PLANS AS SUBMITTED ARE
 SUPPOSED TO BE FOR A * NEW FREE STANDING BUILDING* YET
 MECHANICAL AND ELECTRICAL SHEETS M-1, M-2, E1.0-E4.1
 INDICATE AT NUMEROUS LOCATIONS ITEMS WHICH ARE
 *EXISTING*. THIS IS A NEW BUILDING BEING CONSTRUCTED ON
 AN EMPTY LOT AND ALL OF THESE ELECTRICAL AND MECHANICAL
 ITEMS CAN NOT POSSIBLY EXIST. THE PREVIOUS
 BUILDING/STRUCTURE WHICH WAS A GAS STATION WAS
 DEMOLISHED SOME TIME AGO.
 THIS IS THE SECOND TIME PLANS ARE BEING SUBMITTED WHICH
 SEEMS TO MIX DESIGN WITH THE STARBUCKS REMODEL PROJECT
 WHICH IS AT A COMPLETELY SEPARATE LOCATION. (CORNER OF
 DIXIE HWY AND OKEECHOBEE BLVD)
 PLEASE COORDINATE ALL PLANS, ELECTRICAL AND OTHER
 SHEETS FOR NEW ELECTRICAL. MANY ITEMS NOTED WITH AN *E*
 FOR EXISTING AS WELL AS BEING PRINTED IN LIGHT GRAY AND
 DASHED LINES LEADING TO ALSO BEING EXISTING.
 FBC106.3.5.1.2, 106.1.2, 110.1.2 ETC.
 ** THIS WAS NOTED ON PREVIOUS REVIEW NOTE #2 AS PLANS
 WERE SUBMITTED WITHOUT THE COORDINATION NEEDED.
  
 2) NOTE: PLEASE SEE THE ELECTRICAL PANELS, LOADS ETC
 WHICH IS SHOWN ON THE ES SHEETS DO NOT CORRELATE WITH
 THE E-SHEETS AS SUBMITTED.
 PLEASE COORDINATE AND COMPLETE PLANS.
 FBC 106.3.5.1.2, 106.1.2, 106.1
  
 3) NOTE: PLEASE BE SURE ALL TITLE BLOCKS ARE COMPLETE
 WITH ADDRESS. PLEASE SEE ONLY SOME SHEETS CONTAIN THE
 CORRECT ADDRESS. THIS IS FOR OTHER TRADE SHEETS
 (ARCHITECTURAL) AS WELL AS ELECTRICAL SITE PLANS
 SHEETS. PLEASE SEE ALL SHEETS REQUIRED TO MAKE
 ADJUSTMENTS.
 FAC 61G1-16.004, 61G15-23.002, FBC 106.3.5.1.2, 110.1.2
 ETC.
  
 4) NOTE:PLEASE KNOW THAT ANY PERMIT APPLICATIONS
 WHICH ARE SUBMITTED AFTER DECEMBER 8TH, 2006 PLACES
 PROJECTS UNDER THE NEW CODES ADOPTED BY THE STATE.
 PLEASE SEE THAT THIS SHALL INCLUDE 2006 REVISIONS TO
 THE 2004 FBC FOR ALL TRADES AND THE 2005 NFPA-70.
 PLEASE KNOW THERE ARE CHANGES IN THE FBC WHICH MAY
 AFFECT DESIGNS FOR ALL TRADES.
 PLEASE LIST THE FOLLOWING ON ELECTRICAL SHEETS AT A
 MINIMUM AS WELL AS COVER SHEET(S) WHICH CONTAINS
 REFERENCED CODES FOR PROJECT.
 2004 FBC W/ 2006 REVISIONS
 2005 NFPA-70
 2002 NFPA-72
 2003 NFPA-101
  
 ** PLEASE SEE ANY COMMENTS FROM OTHER
  
 5) NOTE: PLEASE BE SURE TO SEE FBC 2004W/ 2006
 REVISIONS TO CHAPTER 13. PLEASE BE SURE THE ENERGY
 CALCULATIONS COORDINATE WITH THE PLANS SUBMITTED FOR
 FIXTURES, WATTAGES, AND TYPES. THIS WAS THE SAME NOTE
 ON PLANS AS PREVIOUS REVIEW.
 PLEASE SEE THE PLANS SEEM TO INDICATE MULTIPLE FIXTURES
 BEING USED AT THE SAME LOCATION HOWEVER ENERGY
 CALCULATIONS WERE NOT SUBMITTED FOR ALL OPTION
 FIXTURES. PLEASE DESIGN FOR ONE TYPE OF FIXTURE AT EACH
 LOCATION AND KNOW THAT THESE MAY BE REVISED AT A LATER
 DATE ON THE PROJECT AS LONG AS REVISED PLANS AND ENERGY
 CALCULATIONS ARE SUBMITTED. THE OTHER CHOICE WOULD BE
 TO SUBMIT CALCULATIONS FOR ALL OPTIONS, WHICH WOULD
 STILL NEED REVISED PLANS AND CALCULATIONS ONCE THE
 FINAL CHOICE HAS BEEN MADE SO THE RECORD SETS OF PLANS,
 INSTALLATIONS AND PERMITTING IS ACCURATE FOR SCOPE OF
 WORK.
 PLEASE SEE 13-415.2.ABC.1.2 FOR TRACK LIGHTING AS THE
 ENERGY CALCULATIONS SUBMITTED DO NOT INDICATE THESE.
 PLEASE SEE THE LIGHTING ON PLANS DO NOT CORRELATE WITH
 THE ENERGY CALCULATIONS FOR EXTERIOR LIGHTING PER
 13-415.2.ABC.1.3.
 PLEASE SEE FIXTURE LEGEND IS NOT COMPLETE AS MANY
 FIXTURE WATTAGES ARE NOT COMPLETE AT THIS TIME. PLEASE
 SEE 13-415.1.A, 13-415.2.
 PLEASE SEE THE EXTERIOR LIGHTING ON PLANS DOES NOT
 CORRELATE
  
 6) NOTE: PLEASE SUBMIT THE WIND LOADING INFORMATION FOR
 SITE LIGHTING POLES INCLUDING INFORMATION FOR EFFECTIVE
 PROJECTED AREAS FOR FIXTURES ON POLES. THESE MUST MEET
 THE FBC 140 MPH AND WILL BE REVIEWED BY THE
 BUILDING/STRUCTURAL REVIEWER.
 ** RESPONSE LETTER MENTIONS THIS IS TO BE SUPPLIED BY
 OTHERS; HOWEVER THIS INFORMATION WHICH IS REQUIRED
 COULD NOT BE LOCATED ON PLANS.
 PLEASE KNOW THE LIGHTING POLES, CONSTRUCTION DETAILS;
 WIND LOAD INFORMATION IS REQUIRED AT A MINIMUM AT THIS
 TIME.
 IF THIS INFORMATION IS NOT INCLUDED ON PLANS, ALL SITE
 LIGHTING, PHOTO-METRICS, STRUCTURAL, CIRCUITING,
 CONDUITS ETC, ETC WILL ALL BE REQUIRED TO BE UNDER
 SEPARATE PERMITS, PLANS, FEES ETC.
 ** THIS OFFICE CAN NOT MAKE THIS DETERMINATION FOR THE
 DESIGN TEAM, OWNER OR CONTRACTOR, ONLY THAT PLANS NEED
 TO SHOW COMPLETE AND MINIMUM CODE COMPLIANCE.
  
 7) NOTE:PLEASE SUBMIT AIC RATING FOR ALL SERVICE
 EQUIPMENT INCLUDING MAIN.
 110.9. THIS WAS DONE ON SHEET E-4.0 HOWEVER AS ES 1.0
 DOES NOT CORRELATE, THIS NOTE REMAINS.
 FBC 106.3.5.1.2
  
 8) NOTE: PLEASE SEE 422.13 FOR WATER HEATER LOADS
 REQUIRED AT 125%. COULD NOT LOCATED THIS AND HOW THIS
 IS SHOWN.
  
 9) NOTE: THE PREVIOUS NOTES 8,9 AND 10 REQUESTED TO
 COMPLETE LOAD CALCULATIONS. THIS PROJECT IS UNDER THE
 2005 NEC/NFPA-70 HOWEVER PLEASE SEE CODE REFERENCED
 SECTIONS ON LOAD CALCULATIONS ON SHEET E4.1 ARE NOT
 FROM THE 2005 NEC>
 PLEASE EXPLAIN AND SHOW WHERE ALL CONTINUOUS LOADS HAVE
 BEEN FIGURED AT THE MINIMUM 125%.
 PLEASE SEE MISSING LOADS FIGURED AND SHOWN FOR SHOW
 WINDOWS.
 PLEASE SEE MISSING LOADS FIGURED AND SHOWN FOR TRACK
 LIGHTING.
 ETC.
 215.3, 230.42, 220.12, 220.14, 220.42,220.43,220.44
 ETC.
  
 10) NOTE: PLEASE SEE MISSING SHOW WINDOW RECEPTACLES
 ABOVE WEST WINDOW. MOST WINDOWS ARE SHOWN BUT NOT ALL.
 THIS WAS NOTED ON PREVIOUS REVIEW, HOWEVER PLEASE SEE
 TWO WINDOWS ARE STILL MISSING RECEPTACLES TO BE LOCATED
 ABOVE WINDOWS.
 PLEASE SEE 210.62, AND CALCULATIONS PER 220.43, 220.14
 (6-WINDOW SECTIONS SHOWN, 6-MINIMUM REQUIRED).
  
  
 11) NOTE:** PLEASE KNOW THAT AS THE EXACT PLANS WHICH
 NEED TO BE REVIEWED ARE UNKNOWN AND THERE IS
 COORDINATION NEEDED, ANY CHANGES IN PLANS AND/OR
 DESIGNS MAY GENERATE NEW COMMENTS WHICH CAN NOT BE MADE
 AT THIS TIME.
  
  
 * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2007-04-25 Cont ID  
Sent By dpalmer Date 2007-04-25 Time 16:55 Rev Time 0.00
Received By dpalmer Date 2007-04-25 Time 15:30 Sent To  
Notes
2007-04-25 16:56:10 
 *** UNSAT ***
  
 1) NOTE: PLANS HAVE ONLY BEEN SUBMITTED FOR *PLAN
 REVIEW ONLY* AND HAVE NOT BEEN SUBMITTED FOR PERMIT.
 PLEASE KNOW ONCE PLANS ARE CODE COMPLIANT, IF THE
 PROJECT HAS NOT BEEN SUBMITTED FOR PERMIT IT WILL STILL
 REMAIN IN A FAILED STATUS UNTIL REVIEW OF APPLICATION
 FOR PERMIT ETC IS DONE.
  
 2) NOTE: PLEASE SEE THAT TWO DIFFERENT SETS OF PLANS
 WERE SUBMITTED FOR ALL TRADES INCLUDING ARCHITECTURAL
 AND MEP PLANS.
 A REVIEW WAS COMMENCED ON THE FIRST SET OF PLANS FROM
 KAMM CONSULTING WHICH WAS ISSUED FROM THE POINTE VERDA
 BEACH OFFICE WHEN PLANS WERE ALSO DISCOVERED FROM KAMM
 CONSULTING WHICH WERE FROM THE DEERFIELD BEACH OFFICE.
 TWO SETS OF ELECTRICAL AND DESIGNS. DIFFERENT RISERS
 ETC.
 PLEASE SUBMIT ONLY TWO SETS OF PLANS FOR ONE DESIGN ON
 THE ONE ADDRESS FOR CODE COMPLIANCE REVIEW.
 PLEASE BE SURE TITLE BLOCKS ARE COMPLETE WITH ADDRESS.
 (ONLY ONE SUBMITTED HAS THE COMPLETE CORRECT ADDRESS).
 PLEASE SUBMIT THE ABOVE FOR REVIEW. REVIEW COMMENTS
 WILL BE BASED ON ONE DESIGN.
 FBC 106.3.5.1.2
  
 3) NOTE: PLEASE INDICATE THE FOLLOWING CODES ON
 ELECTRICAL PLANS.
 2004 FBC W/ 2006 REVISIONS.
 2005 NFPA-70
 2003 NFPA-101
 ** PLEASE KNOW THAT ANY OTHER CODES FOR OTHER TRADES
 MAY BE REQUIRED.
  
 4) NOTE: PLEASE BE SURE TO SEE FBC 2004W/ 2006
 REVISIONS TO CHAPTER 13. PLEASE BE SURE THE ENERGY
 CALCULATIONS COORDINATE WITH THE PLANS SUBMITTED FOR
 FIXTURES, WATTAGES, AND TYPES.
 PLEASE SEE 13-415.ABC.1.2 FOR TRACK LIGHTING. PLEASE
 SEE 13-415.AB.1.1, 13-415.1.A, ETC. 13-415.2
  
 5) NOTE: PLEASE SUBMIT THE WIND LOADING INFORMATION FOR
 SITE LIGHTING POLES INCLUDING INFORMATION FOR EFFECTIVE
 PROJECTED AREAS FOR FIXTURES ON POLES. THESE MUST MEET
 THE FBC 140 MPH AND WILL BE REVIEWED BY THE
 BUILDING/STRUCTURAL REVIEWER.
  
 6) NOTE: PLEASE SEE ANY LOCATION OF THE SERVICE ON THE
 SIDE OF THE BUILDING WHICH CONTAINSA DRIVEWAY/PARKING
 LOT AREA WHICH IS SUBJECT TO TRUCK AND VEHICLE TRAFFIC.
 PLEASE INDICATE THE HEIGHT OF THE RISER AS REQUIRED PER
 230.24B4.
 PLEASE ALSO PLACE A NOTE ON PLANS FOR REQUIRED BOLLARDS
 FOR PROTECTION OF THE SERVICE EQUIPMENT PER 110.26(F)2
 7) NOTE: PLEASE SUBMIT AIC RATING FOR ALL SERVICE
 EQUIPMENT INCLUDING MAIN.
 110.9,
 FBC 106.3.5.1.2
  
 8) NOTE: PLEASE SEE 422.13 FOR WATER HEATER LOADS
 REQUIRED AT 125%.
  
 9) NOTE: PLEASE CLARIFY AND SHOW ALL CONTINUOUS LOADS
 AT 125%. 215.3, 230.42 ETC.
 PLEASE COMPLETE LOAD CALCULATIONS. ONE SET CONTAINS
 MORE INFORMATION THAN THE OTHER.
  
 10) NOTE: PLEASE CLARIFY LOADS FOR TRACK LIGHTING AND
 SHOW WINDOWS PER 220.43 A AND B.
  
 11) NOTE: PLEASE SEE MISSING SHOW WINDOW RECEPTACLES
 ABOVE WEST WINDOW. MOST WINDOWS ARE SHOWN BUT NOT ALL.
  
  
 12) NOTE: ** PLEASE KNOW THAT THE BASE PLANS MAY BE
 USED AS REFERENCE FOR LOW VOLTAGE WORK AS SHOWN HOWEVER
 THE LV SECURITY AND OTHER LV SYSTEMS WILL BE REQUIRED
 TO BE UNDER SEPARATE PERMITS AND FEES.
  
 ** PLEASE KNOW THAT AS THE EXACT PLANS WHICH NEED TO BE
 REVIEWED ARE UNKNOWN, THERE MAY BE COMMENTS ON THE
 FOLLOWING REVIEW WHICH ARE NOT PRESENT ON THIS REVIEW.
  
 * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2008-03-13 Cont ID  
Sent By rchokshi Date 2008-03-13 Time 10:35 Rev Time 0.00
Received By rchokshi Date 2008-03-13 Time 10:35 Sent To  
Notes
2008-03-13 16:27:16THIS IS A PROVISIONAL APPROVAL,BECAUSE AS YET,WATER
 & SEWER PLANS ARE NOT APPROVED FROM EMERY FABIAN OF
 45TH STREET ENGINEERING.
 CONTRACTOR IS ASKED TO GET AN APPROVAL FROM EMERY
 FABIAN BEFORE WE ISSUE A PERMIT.
  
 RASIK CHOKSHI805-6723
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2007-09-18 Cont ID  
Sent By rchokshi Date 2007-09-18 Time 13:35 Rev Time 0.00
Received By rchokshi Date 2007-09-18 Time 13:18 Sent To  
Notes
2007-09-18 13:34:50***** FAILED *****
  
 PLEASE PROVIDE THE FOLLOWING INFO:
  
 1.YOUR STORM WATER MANAGEMENT SYSTEM REPORT SUBMITTED
 TO US DOES NOT EXPLAIN HOW DID YOU DETERMINE FLOOR
 ELEVATION.FIRST FLOOR ELEVATION MUST MEETFLOOD ZONE
 AREA, & 5,10, 25, 100 YEAR FLOOD CRITERIATO DETERMINE
 THE FIRST FLOOR ELEVATION, MUST MEET THESE MINIMUM
 REQUIREMENTS. PLEASE SHOW CROWN OF THE ROADS
 ELEVATIONS, SIDEWALK ELEVATIONS TOO.
 2.PLEASE SHOW IN YOUR STORM WATER QUALITY CALCULATIONS,
 WHAT CRITERIA YOU ASSUMEDFOR RUNOFF CAL.,, LIKE 1"
 OVER ENTIRE SITE OR2.5"CRITERIA, ETC?
 3. WHAT IS THE SITE AREA, YOU ARE DEVELOPING FOR THIS
 PROJECT ? PLEASE SHOW ON DRAWINGS, ALSO, WHAT IS TOTAL
 PERVIOUS,& IMPERVIOUS AREA FOR THIS PROJECT. THESE SITE
 AREA MUST BE SAME AS SHOWN IN DRAWINGS AND WATER
 QUALITY CALS.
 4.PLEASE SHOW ALL STORM WATER PIPES AROUND YOUR SITE
 SO, WE CANSEE THE BEST PIPE TO CONNECT WITH THE STORM
 WATERFROM ALL OTHER STORM WATER PIPES.
 5. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH
 STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVED
 6. ALSO PLEASE SHOW ALL CATCH BASINS NEAREST,AROUND
 YOUR SITE FOR STORM WATER DRAIN.
  
 PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
 PERMITTING PROCESS
  
 RASIK CHOKSHI805-6723
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2007-05-24 Cont ID  
Sent By rchokshi Date 2007-05-24 Time 10:53 Rev Time 0.00
Received By rchokshi Date 2007-05-24 Time 10:44 Sent To  
Notes
2007-05-24 10:53:47 
 YOU WROTE A NOTE ON SHEET C1.0 (4/16/07) THAT FOR ALL
 SIGNAGE & ALL SITE WORK SEE SEPARATE PERMITS. I COULD
 NOT FIND THOSE SEPARATE PERMITS. THEREFORE,PLEASE
 PROVIDE THE FOLLOWING INFO:
  
 1. PLEASE SHOW STANDARDS NOTES OF CITY OF WPB ON
 DRAWINGSFOR SIDEWALK WIDTH , ITS SLOPE, DRIVEWAY,
 PARKING, HANDICAP PARKING, PAINTING DETAILS FOR PARKING
 PER CITY CODES ETC.,, MUST MEET PER ADA,,ETC.,YOU CAN
 GET STANDARD NOTES OF CITY OFWPB IN A C.D. FROM 1000
 45TH STREET. ENG DEPT.WE SHOULD HAVE THOSE NOTES ON
 YOUR DRAWINGS.
 2. PLEASE SHOW ON DRAWINGSDUMPSTER & ITS ENCLOSURE
 DETAILS PER CITY OF WPB, &LOCATION ON DWG, LOCATION
 MUST BE ACCESSIBLE FOR PICKUP TRUCK.
 3. FIRST FLOOR ELEVATION, CENTER LINE OF ROAD ,
 SIDEWALK ELEVATION MUST MEET FLOOD ZONE AREA, & 5,10,
 25, 100 YEAR FLOOD CRITERIATO DETERMINE THE FIRST
 FLOOR ELEVATION, MUST MEET THESE MINIMUM REQUIREMENTS.
  
 4. PLEASE PROVIDE A COPY OF SFWMD PERMIT,, GEO-TECH
 REPORT AND SHOW CALCULATION FOR LENGTH OF EXFILTRATION
 TRENCH, & SAFETY FACTOR YOU USED IN CALCULATION OF
 EXFILTRATION LENGTH.
 5.PLEASE SHOW STORM WATER QUALITY CALCULATIONS, WHAT
 CRITERIA YOU ASSUMEDFOR RUNOFF CAL.,, LIKE 1" OVER
 ENTIRE SITE OR2.5"CRITERIA, ETC?
 6. WHAT IS THE SITE AREA, YOU ARE DEVELOPING FOR THIS
 PROJECT ONLY ?ALSO, WHAT IS TOTAL PERVIOUS,& IMPERVIOUS
 AREA FOR THIS PROJECT.
 7. HOW YOU CONNECT TO THE STORM WATER PIPES IN YOUR
 SITE? ITS DETAILS.PLEASE SHOW ALL STORM WATER PIPES
 AROUND YOUR SITE SO, WE CANSEE THE BEST PIPE TO
 CONNECT WITH THE STORM WATERFROM ALL OTHER STORM
 WATER PIPES. PLEASE SHOW DETAIL OF THE CONTROL
 STRUCTURES WITH ELEVATIONS, NOTCHES, BLEEDING
 ELEVATION, ETC DID YOU USE EXFILTRATION TRENCH ?
 8. POLLUTION PREVENTION DETAILS,CLOTHES USED FOR SILT
 ETC., PLANS SHOWING SILT FENCE AROUND THE SITE & CATCH
 BASINS.HEIGHT OF FENCE SHOULD BE HIGH ENOUGH PER FDEP
 TO STOP DUST & PARTICLES.
 9. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH
 STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVED 10.
 ALSO PLEASE SHOW ALL CATCH BASINS NEAREST,AROUND YOUR
 SITE FOR STORM WATER DRAIN.
  
 PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
 PERMITTING PROCESS
  
 RASIK CHOKSHI805-6723
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2008-11-05 Cont ID  
Sent By mawillia Date 2008-11-05 Time 16:39 Rev Time 0.00
Received By mawillia Date 2008-11-05 Time 15:30 Sent To  
Notes
2008-11-05 16:38:52*****APPROVED*****
  
 PLAN SHEETS AS0.3, AS2.4, AS4.2, AS6.1, AS8.2, ID3.1,
 E3.0, AND FS1.0 & FS1.1 WERE STAMPED, INITIALED, AND
 DATED.
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2008-05-28 Cont ID  
Sent By mawillia Date 2008-05-28 Time 13:02 Rev Time 0.00
Received By mawillia Date 2008-05-28 Time 12:30 Sent To  
Notes
2008-05-28 12:55:18*****PROVISO*****
  
 THE FOLLOWING COMMENT FROM THE PREVIOUS FIRE PLAN
 REVIEW STILL NEEDS TO BE ADDRESSED:
  
 1. CONSTRUCTION, RENOVATION, AND DEMOLITION OPERATIONS
 SHALL COMPLY WITH NFPA 241. COULD NOT LOCATE THIS
 ACKNOWLEDGEMENT ON SHEET AS0.1 AS PER YOUR RESPONSE
 LETTER
  
  
 THE APPROPIATE PLAN SHEETS TO BE FIRE-STAMPED WHEN THE
 ABOVE COMMENT AS WELL AS THE OTHER REVIEWERS COMMENTS
 HAVE BEEN ADDRESSED
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2008-04-04 Cont ID  
Sent By mawillia Date 2008-04-04 Time 17:17 Rev Time 0.00
Received By mawillia Date 2008-04-04 Time 15:54 Sent To  
Notes
2008-04-04 16:59:50*****DENIED*****
  
 *THE FOLLOWING COMMENTS FROM THE PREVIOUS FIRE PLAN
 REVIEWS STILL NEED TO BE ADDRESSED:
  
 1.CONSTRUCTION, RENOVATION, AND DEMOLITION OPERATIONS
 SHALL COMPLY WITH NFPA 241.ADD COMMENT TO AN
 APPROPIATE PLAN SHEET OR ADD NFPA 241 TO DESIGN CODE
 SUMMARY ON SHEET G1.0
  
 2.SHOW/DISPLAY THE NUMERICAL ADDRESS ON THE
 APPROPIATE EXTERIOR ELEVATION WHICH FRONTS OKEECHOBEE
 BOULEVARD.AS PER WEST PALM BEACH CODE,NUMBERS SHALL
 BE NO LESS THAN 6" IN HEIGHT AND NO LESS THAN 1" IN
 WIDTH/STROKE.SHOW ACTUAL ADDRESS NUMBERS ON AN
 APPROPIATE EXTERIOR ELEVATION
  
 5.SMOKE DUCT DETECTORS SHALL INITIATE A GENERAL FIRE
 ALARM AS PER LOCAL CODES.ADD COMMENT TO SHEET TO AN
 APPROPIATE "M" SHEET
  
 *NEW COMMENT:
  
 A.SHEET AS0.1 INDICATES THERE IS A M1.0 & M2.0,
 WHEREASSHEET G1.0 AND M1.0 INDICATES THAT THERE IS
 M1.0, M2.0, AND M3.0;PLEASE CORRELATE.
  
  
  
  
 TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
 LETTER INDICATING WHERE ON THE APPROPIATE PLAN SHEET
 EACH COMMENT WAS ADDRESSED
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2007-10-12 Cont ID  
Sent By mwennerg Date 2007-10-12 Time 13:33 Rev Time 0.00
Received By mwennerg Date 2007-10-12 Time 13:33 Sent To  
Notes
2007-10-12 14:19:22***DENIED***
  
 MANY OF THE PREVIOUS FIRE REVIEW COMMENTS HAVE BEEN
 ANSWERED WITH "TO BE SUPPLIED BY OTHERS". IF THESE
 COMMENTS HAVE BEEN ADDRESSED, PLEASE INDICATE WHERE I
 CAN FIND THE RESPONSE OR WHERE ON THE PLANS THEY HAVE
 BEEN ADDRESSED. PLEASE SEE SOME COMMENTS TAKEN FROM THE
 LAST REVIEW:
  
 1) CONSTRUCTION, RENOVATION AND DEMOLITION TO COMPLY
 WITH NFPA 241.
  
 2) BUILDING ADDRESS TO BE PROVIDED ON THE PROPER
 ELEVATION. PLEASE INDICATE ON PLANS SHOWING CHARACTERS
 COMPLYING WITH CITY OF WEST PALM BEACH REQUIREMENTS FOR
 COMMERCIAL BUILDINGS.
  
 3) SITE PLAN DOES NOT ILLUSTRATE ANY EXISTING OR NEW
 FIRE HYDRANTS.
  
 4) OK
  
 5) YOUR RESPONSE INDICATES THAT THIS COMMENT HAS BEEN
 ADDRESSED ON M3.0 HOWEVER NO SUCH SHEET WAS SUBMITTED.
  
 6) OK
  
 7) FIRE EXTINGUISHERS TO BE MOUNTED AT DISTANCE NOT TO
 EXCEED 75'.
  
 8) OK
  
 9) OK
  
 NEW COMMENT:
  
 1) PLEASE SEE ZONING COMMENT #6 REGARDING A REQUIRED
 FIRE SPRINKLER SYSTEM. FIRE SPRINKLER LAYOUT IS
 REQUIRED TO BE INCLUDED WITH THIS SUBMITTAL. A
 PROFESSIONAL ENGINEER SHALL SIGN, SEAL AND DATE ALL
 PLANS, SPECIFICATIONS ETC TO BE FILED FOR PUBLIC
 RECORD. SEPARATE SHOP DRAWINGS ARE REQUIRED FOR FIRE
 SPRINKLER AND OR FIRE ALARM SYSTEMS PRIOR TO
 INSTALLATION.
  
  
  
 MIKE WENNERGREN, ASSISTANT FIRE MARSHAL
 FIRE PLAN REVIEW
 FIRE PREVENTION (561) 804-4756
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2007-06-14 Cont ID  
Sent By mcarsill Date 2007-06-14 Time 15:32 Rev Time 0.00
Received By mcarsill Date 2007-06-14 Time 15:13 Sent To  
Notes
2007-06-14 15:32:311. CONSTRUCTION, RENOVATION, AND DEMOLITION TO COMPLY
 WITH NFPA 241.
  
 2. BUILDING ADDRESS SHALL BE PROVIDED ON THE PROPER
 ELEVATION. THE NUMBERS SHALL BE AT LEAST SIX INCH AND
 ONE INCH WIDE.
  
 3. SITE PLAN DOES NOT ILLUSTRATE ANY EXISTING OR NEW
 FIRE HYDRANTS.
  
 4. FLOOR PLAN ONLY ILLUSTRATE ONLY ONE EMERGENCY LIGHT
 FIXTURE. ADDITIONAL FIXTURES WILL BE REQUIRED. PAGE
 E3.0 DISPLAYS MORE. PLEASE CORRELATE.
  
 5. DUCT SMOKE DETECTORS WHEN ACTIVATED SHALL CAUSE THE
 AIR HANDLING UNIT TO SHUT DOWN.
  
 6. PLEASE INDICATE INTERIOR FINISH CLASSIFICATIONS FOR
 WALLS AND CEILINGS. INFORMATION FOR CEILINGS ARE
 LOCATED ON PAGE A3.0.
  
 7. PLEASE ILLUSTRATE THE LOCATIONS OF PORTABLE FIRE
 EXTINGUISHER LOCATIONS.
  
 8. ALL ELECTRICAL WORK TO COMPLY WITH THE NATIONAL
 ELECTRICAL CODE.
  
 9. ALL WORK IS SUBJECT TO FIELD INSPECTION AND
 APPROVAL.
  
 MIKE CARSILLO, BATTALION CHIEF OF FIRE PREVENTION
 804-4709 PHONE
 804-4774 FAX
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2008-11-04 Cont ID  
Sent By adarroug Date 2008-11-04 Time 10:44 Rev Time 0.00
Received By adarroug Date 2008-11-04 Time 10:44 Sent To E
Notes
2008-11-04 10:45:22TO "COMM" BD#37--NEW SHEETS FOR "BLDG" AND "FIRE"
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2008-10-15 Cont ID  
Sent By adarroug Date 2008-10-15 Time 16:26 Rev Time 0.00
Received By adarroug Date 2008-10-15 Time 16:26 Sent To  
Notes
2008-10-16 16:31:34TO "COMM" BD#31/PLANS ON RACK
2008-10-15 16:27:09WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2008-05-05 Cont ID  
Sent By adarroug Date 2008-05-05 Time 10:19 Rev Time 0.00
Received By adarroug Date 2008-05-05 Time 10:19 Sent To  
Notes
2008-05-05 10:22:20TO "COMM" BD#59
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2008-02-28 Cont ID  
Sent By adarroug Date 2008-02-28 Time 11:36 Rev Time 0.00
Received By adarroug Date 2008-02-28 Time 11:36 Sent To  
Notes
2008-02-28 11:36:43TO "COMM" BD#59
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2007-08-07 Cont ID  
Sent By dpalmer Date 2007-08-07 Time 20:37 Rev Time 0.00
Received By dpalmer Date 2007-08-07 Time 20:37 Sent To  
Notes
2007-08-31 08:38:56TO "COMM" BD#54
2007-08-07 20:37:18WAITING FOR COMM BOARD.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-06-15 Cont ID  
Sent By adarroug Date 2007-06-14 Time 09:05 Rev Time 0.00
Received By adarroug Date 2007-04-23 Time 11:57 Sent To  
Notes
2007-04-24 11:43:28TO "COMM" BD#26/PLANS ON RACK--1 ROLL
2007-04-23 11:58:52WAITING FOR "COMM" BD
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2008-11-02 Cont ID  
Sent By rregueir Date 2008-11-02 Time 13:41 Rev Time 0.00
Received By rregueir Date 2008-11-02 Time 13:41 Sent To PC
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status F Date 2008-05-21 Cont ID  
Sent By rregueir Date 2008-05-21 Time 16:59 Rev Time 0.00
Received By rregueir Date 2008-05-21 Time 15:54 Sent To  
Notes
2008-05-21 16:59:19MECH PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE AND
 STAMPED. REVIEW WILL REMIAN IN FAILED STATUS PENDING A
 PASSED REVIEW OF ENERGY CALCULATIONS BY ALL INTERESTED
 TRADES.
 NOTE: PAGE M3.0 CURB DETAIL REDLINED. THIS DETAIL DOES
 NOT CORRESPOND WITH THE STRUCTURAL DETAIL ON S2.2. THE
 STRUCTURAL DETAIL SHALL GOVERN.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2008-03-25 Cont ID  
Sent By rregueir Date 2008-03-25 Time 18:09 Rev Time 0.00
Received By rregueir Date 2008-03-25 Time 15:40 Sent To  
Notes
2008-03-25 18:09:20REVIEW #: 3RD
 ACTION:DENIED
  
 FBC 2004 CODE FAMILY W/ 2005 AND 2006 SUPPLEMENTS
 FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH
  
 1. PAGE M1.0: THIS PAGE HAS AN ADDRESS FOR A JOB IN THE
 CITY OF SUNRISE, WHILE PAGE M2.0 HAS THE CORRECT WEST
 PALM BEACH ADDRESS. PLEASE SHOW THE CORRECT ADDRESS FOR
 THE PROPOSED WORK ON EACH SHEET.
  
 2. PAGE M1.0 AND PAGE M2.0 HAVE TWO DIFFERENT
 SIGNATURES FROM THE SAME ENGINEER, BASED ON THE STAMP
 BEING USED AND THE TITLE BLOCK. WHICH SIGNATURE IS THE
 LEGAL SIGNATURE OF THE DESIGN PROFESSIONAL? PLEASE
 CORRECT AND RESUBMIT.
  
 3. PAGE MS1.0: CURB DETAIL NOTE SAYS THE DETAIL IS FOR
 REFERENCE ONLY AND THAT A STRUCTURAL ENGINEER WILL
 DETERMINE AND VERIFY CODE COMPLIANCE WITH WIND LOAD
 REQUIREMENTS. NO STRUCTURAL INFORMATION COULD BE FOUND
 IN PLANS REGARDING WIND LOADS FOR OUTDOOR APPLIANCES OR
 ATTACHMENTS TO STRUCTURE. PROVIDE STRUCTURAL
 CALCULATIONS FOR BUILDING PLAN REVIEW DEMONSTRATING
 ATTACHMENTS TO STRUCTURE ARE SUFFICIENT FOR ANTICIPATED
 WIND PRESSURES. ALSO, PROVIDE APPLIANCE MANUFACTURER?S
 DATA SHOWING APPLIANCES HAVE BEEN DESIGNED TO WITHSTAND
 WIND PRESSURES IN ACCORDANCE WITH FBCM 301.13 AND FBCB
 1609.
  
 4. ENERGY CALCULATIONS: FLA/COM V3.00 HAS BEEN
 SUBMITTED. THIS IS NOT THE CORRECT FORM. AN ACCURATELY
 COMPLETED FORM 400A-04R (GENERATED BY THE FLA/COM-2004
 COMPUTER PROGRAM, VERSION 2.5) SHALL BE SUBMITTED IN
 ACCORDANCE WITH FBCB 13-400.3.A.
  
 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 2007-09-17 Cont ID  
Sent By rregueir Date 2007-09-17 Time 19:19 Rev Time 0.00
Received By rregueir Date 2007-09-17 Time 17:38 Sent To  
Notes
2007-09-17 19:19:27REVIEW #: 2
 ACTION: DENIED
  
 FBC 2004 CODE FAMILY W/ 2005 AND 2006 SUPPLEMENTS
 FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH
  
 1. PG MS1.0: CURB DETAIL, PLEASE REFERENCE THE CORRECT
 CODES WHICH WERE/ARE IN EFFECT AT TIME OF PERMIT
 APPLICATION, SUCH AS FBC 2004 AND NOT SBCCI OR SFBC.
  
 2. M1.0 AND M2.0: WHY IS ALL AIR HANDLING EQUIPMENT
 SHOWN AS EXISTING? THIS PERMIT APPLICATION IS FOR A NEW
 BUILDING. IS THE PROPOSED EQUIPMENT USED OR BEING
 RELOCATED FROM ANOTHER STORE?
  
 3. ENERGY CALCULATIONS: INPUT DATA REPORT, LIST EACH
 PACKAGE UNIT SEPARATELY BY ZONE. FOR ADDITIONAL
 INFORMATION ON WHAT CONSTITUTES A ZONE, PLEASE SEE FBC
 13-407.1.ABC.2.2.1. BY GROUPING ALL A/C UNITS INTO ONE
 SYSTEM, THE REQUIRED EFFICIENCIES ARE DISTORTED AND AN
 UNDUE CREDIT FOR EQUIPMENT EFFICIENCY IS GIVEN. PLEASE
 CORRECT CALCULATIONS AND RESUBMIT.
  
 4. THE WRITTEN RESPONSE TO PREVIOUS REVIEW COMMENT
 STATED THAT NO EXHAUST FOR OVEN(S) IS REQUIRED OR
 PROVIDED. HOWEVER, DETAIL 12 ON PG A7.3 SHOWS DUCTWORK
 ABOVE OVENS THROUGH CASEWORK. PLEASE CLARIFY.
  
 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 2007-05-11 Cont ID  
Sent By rregueir Date 2007-05-11 Time 15:25 Rev Time 0.00
Received By rregueir Date 2007-05-11 Time 11:04 Sent To  
Notes
2007-05-11 15:23:34--------------DENIED-----------------
  
 FBC 2004 CODE FAMILY W/2006 REVISIONS.
 FBC CH. 1 AS AMENEDED BY THE CITY OF WEST PALM BEACH
  
  
 1. TWO DIFFERENT MECHANICAL SECTIONS WERE INCLUDED IN
 PLANS. PLEASE INCLUDE ONLY ONE MECHANICAL DESIGN IN
 EACH SET OF PLANS. PGS MS-1,MS-2 SHOW A DIFFERENT
 DESIGN THAN M1.0-M3.0. PLEASE CLARIFY. FBC 106.1.1.
  
 2. PLEASE SHOW SIZE, LOCATION AND POINT OF DISCHARGE
 FOR WARMING OVEN DUCT. ALSO, PLEASE SHOW ROOF LAYOUT
 WITH LOCATION OF EXHAUSTS, VENTS AND OA INTAKES TO SHOW
 COMPLIANCE WITH FBC,M 401.5 THROUGH 401.5.2.
  
 3. M3.0: HVAC CURB DETAIL STATES "FOR REFERENCE ONLY."
 NO VERIFICATION OF CODE COMPLIANCE BY STRUCTURAL
 ENGINEER COULD BE FOUND IN PLANS. PLEASE SHOW WIND LOAD
 CALCULATIONS FOR BUILDING PLAN REVIEW SHOWING
 COMPLIANCE WITH FBC CH 16.
  
 REVIEWED BY:
 RONALD J REGUEIRO
 561.805.6719
 [email protected]
Review Stop P PLUMBING
Rev No 4 Status P Date 2008-05-20 Cont ID  
Sent By kstevens Date 2008-05-20 Time 09:04 Rev Time 0.00
Received By kstevens Date 2008-05-20 Time 09:04 Sent To  
Notes
2008-05-20 09:06:28PASSED--IRRIGATION SHEETS REMOVED FROM SET.
 SEPARATE IRRIGATION PERMIT REQUIRED. PLANS REQUIRED AT
 TIME OF APPLICATION.
Review Stop P PLUMBING
Rev No 3 Status F Date 2008-03-29 Cont ID  
Sent By kstevens Date 2008-03-29 Time 17:43 Rev Time 0.00
Received By kstevens Date 2008-03-29 Time 17:43 Sent To  
Notes
2008-03-29 18:02:25DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 BUILDING
 MUNICIPAL CODE WPB
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 ****FROM PREVIOUS REVIEW:
 ******FROM PREVIOUS REVIEWS.
  
 1. OK
  
 2. SHT AS5.1 SUBMIT CALCULATIONS FOR THE PRIMARY AND
 SECONDARY ROOF DRAINS PER SECTIONS 1106 & 1107 WITH ALL
 SUBSECTIONS. SHOW THE TOTAL SQUARE FOOT AREA BEING
 DRAINED BY EACH ROOF DRAIN AND INDICATE 1/2 AREA OF ALL
 VERTICAL WALLS ADDED TO THE SQUARE FOOTAGE IN THE
 CALCULATIONS.
 ****RESPONSE NOTED, NOT ADDRESSED.
 ******RESPONSE NOTED, BUT THE SHEET P3.0 SUBMITTED HAS
 THE ADDRESS NW136TH & I-595 SUNRISE FLORIDA.
  
 3. SHT AS5.4 SHOW A DRAIN IN THE DUMPSTER ENCLOSURE.
 THIS DRAIN IS NOT APPROVED, AS IT WOULD HAVE TO CONNECT
 TO THE GREASE INTERCEPTOR WHICH CAN NOT DRAIN STORM
 WATER, NOR CAN IT CONNECT TO THE SANITARY FOR THE SAME
 REASON. PLEASE INDICATE IF THE ENCLOSURE WILL BE
 PROTECTED FROM THE STORM WATER. IF NOT DELETE THE
 DRAIN.
 ****RESPONSE NOTED, NOT ADDRESSED.
 ******RESPONSE NOTED, BUT THE DRAIN IS STILL SHOWN ON
 SHT AS5.4. IF THE DRAIN IS TO BE DELETED, DELETE FROM
 ALL SHEETS.
  
 4. OK
 5. OK
 6. OK
 7. OK
 8. OK
  
 6. SHT P4.1 THE WATER HAMMER ARRESTORS SHALL BE LOCATED
 NEAR THE FIXTURES IN AN "EFFECTIVE RANGE", NOT IN THE
 CEILING AS SHOWN. PDI-WH 201 AND MANUF. INSTALLATION
 INSTRUCTIONS.
 ****RESPONSE NOTED, BUT NOT ADDRESSED COMPLETLY. SEE
 WATER HAMMER ARRESTORS AT THE WATER HEATER.
 ******RESPONSE NOTED, BUT THE SHEET P4.1 SUBMITTED HAS
 THE ADDRESS NW136TH & I-595 SUNRISE FLORIDA.
  
  
 7. OK
 ******RESPONSE NOTED, WILL PROVISO THAT INFORMATION
 WILL BE REQUIRED AT PLUMBING FINAL.
  
 **********NEW COMMENTS**********
  
 1B. SHTS IR1 & IR2, (NEW SHEETS). AN RPZV BACKFLOW
 INSTALLED BY THE PLUMBING CONTRACTOR IS REQUIRED.
 PLEASE INDICATE THE LOCATION ON THE IRRIGATION PLANS.
 SECTION 608.3.2. BACKFLOW SHALL BE INSTALLED AS CLOSE
 TO THE METER AS POSSIBLE ON PRIVATE PROPERTY.
 ******RESPONSE NOTED, BUT COMMENT NOT ADDRESSED.
  
 2B. SUBMIT A STORM ISOMETRIC RISER DIAGRAM FOR THE
 PRIMARY AND ONE FOR THE SECONDARY DRAINAGE SYSTEMS.
 SECTION 106.3.5.1.3(7)(13).
 ******RESPONSE NOTED, BUT THE SHEET P4.1SUBMITTED HAS
 THE ADDRESS NW136TH & I-595 SUNRISE FLORIDA.
  
 3B. SHT PS2.0 ROOF DOWNSPOUTS INDICATES "TERMINATE
 PIPING APPROXIMATELY 3" FROM WALL" PER SECTION 1506.3
 ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1' FROM THE
 STRUCTURAL WALL. PLEASE SHOW COMPLIANCE.
 ******RESPONSE NOTED, BUT SHT PS1.0 DOES NOT ADDRESS
 COMMENT, SHT PS2.0 STILL INDICATES 3" FROM WALL AND
 SHTS P3.0 & P4.1 SUBMITTED HAVE THE ADDRESS NW136TH &
 I-595 SUNRISE FLORIDA.
  
 4B. OK
  
 ***********NEW COMMENT***********
  
 1C. NEW IRRIGATION SHEETS. THE ADDRESS ON THE TITLE
 BLOCK FOR AVID GROUP DOES NOT REFLECT THE ADDRESS OF
 RECORD ON THE FLORIDA STATE DBPR WEBSITE. PLEASE UPDATE
 THE TITLE BLOCKS OR THE DBPR WEBSITE PRIOR TO
 RESUBMITTING TO THE CITY WPB FOR REVIEW. FAC
 61G1-16.004(1) & FS 481.2055. (SEE ATTACHED SHEET).
  
 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 P PLUMBING
Rev No 2 Status F Date 2007-09-20 Cont ID  
Sent By kstevens Date 2007-09-20 Time 18:04 Rev Time 0.00
Received By kstevens Date 2007-09-20 Time 18:04 Sent To  
Notes
2007-09-20 18:39:16DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 BUILDING
 MUNICIPAL CODE WPB
  
 ****FROM PREVIOUS REVIEW:
  
 1. OK
  
 2. SHT AS5.1 SUBMIT CALCULATIONS FOR THE PRIMARY AND
 SECONDARY ROOF DRAINS PER SECTIONS 1106 & 1107 WITH ALL
 SUBSECTIONS. SHOW THE TOTAL SQUARE FOOT AREA BEING
 DRAINED BY EACH ROOF DRAIN AND INDICATE 1/2 AREA OF ALL
 VERTICAL WALLS ADDED TO THE SQUARE FOOTAGE IN THE
 CALCULATIONS.
 ****RESPONSE NOTED, NOT ADDRESSED.
  
 3. SHT AS5.4 SHOW A DRAIN IN THE DUMPSTER ENCLOSURE.
 THIS DRAIN IS NOT APPROVED, AS IT WOULD HAVE TO CONNECT
 TO THE GREASE INTERCEPTOR WHICH CAN NOT DRAIN STORM
 WATER, NOR CAN IT CONNECT TO THE SANITARY FOR THE SAME
 REASON. PLEASE INDICATE IF THE ENCLOSURE WILL BE
 PROTECTED FROM THE STORM WATER. IF NOT DELETE THE
 DRAIN.
 ****RESPONSE NOTED, NOT ADDRESSED.
  
 4. SHTS PS1.0 & PS2.0 THE GREASE INTERCEPTOR SHALL BE
 SIZED BY ENVIRONMENTAL COMPLIANCE. PLEASE CONTACT
 RODNEY COMPO, (561) 822-2272 OR CALVIN WILLIAMS, (561)
 822-2284. THEIR FAX NUMBER IS (561) 2287 & E-MAIL'S ARE
 [email protected] OR [email protected].
 ****RESPONSE NOTED, NOT ADDRESSED.
  
 5. OK
  
 6. SHT A5.0 NOTE #6STATES "FOR WALL TILE SCHED. SEE
 SHEET A4.0" NO WALL TILE SCHEDLUE IS LOCATED ON SHEET
 A4.0. PLEASE CLARIFY. WALLS WITHIN 2FT OF THE W/C'S
 SHALL COMPLY WITH SECTION 1210.2.
 ****RESPONSE NOTED, NOT ADDRESSED.
  
 7. SHT P1.0 THE SIZING FORMULA FOR THE GREASE
 INTERCEPTOR INDICATES AN "EXISTING GREASE INTERCEPTOR.
 PLEASE CLARIFY. SECTION 106.1.1.
 ****RESPONSE NOTED, BUT SIZING TO BE BY THE UTILITY
 DEPT. ENVIRONMENTAL COMPLIANCE.
  
 8. OK
  
 6. SHT P4.1 THE WATER HAMMER ARRESTORS SHALL BE LOCATED
 NEAR THE FIXTURES IN AN "EFFECTIVE RANGE", NOT IN THE
 CEILING AS SHOWN. PDI-WH 201 AND MANUF. INSTALLATION
 INSTRUCTIONS.
 ****RESPONSE NOTED, BUT NOT ADDRESSED COMPLETLY. SEE
 WATER HAMMER ARRESTORS AT THE WATER HEATER.
  
 7. THE REVERSE OSMOSIS DRINKING WATER TREATMENTS SHALL
 MEET THE REQUIREMENTS OF NSF-58, REVERSE OSMOSIS
 DRINKING WATER TREATMENT UNITS, OR WATER QUALITY
 ASSOCIATION STANDARD S-300, POINT-OF-USE LOW PRESSURE
 REVERSE OSMOSIS DRINKING WATER SYSTEMS. SECTION 611.2.
 PLEASE SUBMIT MANUF SPECIFICATION SHEETS INDICATING
 COMPLIANCE.
 ****RESPONSE NOTED, NOT ADDRESSED. MANUF. SPECIFICATION
 SHEETS REQUIRED.
  
 **********NEW COMMENTS**********
  
 1B. SHTS IR1 & IR2, (NEW SHEETS). AN RPZV BACKFLOW
 INSTALLED BY THE PLUMBING CONTRACTOR IS REQUIRED.
 PLEASE INDICATE THE LOCATION ON THE IRRIGATION PLANS.
 SECTION 608.3.2. BACKFLOW SHALL BE INSTALLED AS CLOSE
 TO THE METER AS POSSIBLE ON PRIVATE PROPERTY.
  
 2B. SUBMIT A STORM ISOMETRIC RISER DIAGRAM FOR THE
 PRIMARY AND ONE FOR THE SECONDARY DRAINAGE SYSTEMS.
 SECTION 106.3.5.1.3(7)(13).
  
 3B. SHT PS2.0 ROOF DOWNSPOUTS INDICATES "TERMINATE
 PIPING APPROXIMATELY 3" FROM WALL" PER SECTION 1506.3
 ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1' FROM THE
 STRUCTURAL WALL. PLEASE SHOW COMPLIANCE.
  
 4B. ENERGY INPUT DATA REPORT DOES NOT REFLECT THE
 PLANS. DATA REPORT INDICATES THE WATER HEATER I/P RT.
 AT 9KW, BUT SHT P1.01 INDICATES THE WATER HEATER AT 12
 KW. PLEASE CORRELATE. FBC-2004 BUILDING SECTION
 13-103.
  
 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 P PLUMBING
Rev No 1 Status F Date 2007-06-05 Cont ID  
Sent By kstevens Date 2007-06-05 Time 10:38 Rev Time 0.00
Received By kstevens Date 2007-06-05 Time 10:38 Sent To  
Notes
2007-06-05 10:56:51DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 BUILDING
 MUNICIPAL CODE WPB
  
 1. TWO SETS OF DESIGN PLANS WERE SUBMITTED. ONE SET FOR
 THE ARCHITECTURAL AND ONE SET FOR THE MEP'S. IS IT THE
 INTENT OF THE OWNER TO APPLY SEPARATELY FOR THE SHELL
 AND THE BUILD-OUT? PLEASE CLARIFY.
  
 2. SHT AS5.1 SUBMIT CALCULATIONS FOR THE PRIMARY AND
 SECONDARY ROOF DRAINS PER SECTIONS 1106 & 1107 WITH ALL
 SUBSECTIONS. SHOW THE TOTAL SQUARE FOOT AREA BEING
 DRAINED BY EACH ROOF DRAIN AND INDICATE 1/2 AREA OF ALL
 VERTICAL WALLS ADDED TO THE SQUARE FOOTAGE IN THE
 CALCULATIONS.
  
 3. SHT AS5.4 SHOW A DRAIN IN THE DUMPSTER ENCLOSURE.
 THIS DRAIN IS NOT APPROVED, AS IT WOULD HAVE TO CONNECT
 TO THE GREASE INTERCEPTOR WHICH CAN NOT DRAIN STORM
 WATER, NOR CAN IT CONNECT TO THE SANITARY FOR THE SAME
 REASON. PLEASE INDICATE IF THE ENCLOSURE WILL BE
 PROTECTED FROM THE STORM WATER. IF NOT DELETE THE
 DRAIN.
  
 4. SHTS PS1.0 & PS2.0 THE GREASE INTERCEPTOR SHALL BE
 SIZED BY ENVIRONMENTAL COMPLIANCE. PLEASE CONTACT
 RODNEY COMPO, (561)822-2272 OR CALVIN WILLIAMS,
 (561)822-2284. THEIR FAX NUMBER IS (561) 2287 &
 E-MAIL'S ARE [email protected] OR [email protected].
  
 5. SHT PS1.0 & PS2.0 AN RPZV BACKFLOW IS REQUIRED ON
 THE WATER SERVICE TO THE BUILDING. SECTION 608.13.2.
 SHEETS STATE "SEE CIVIL FOR CONT., BUT NO CIVIL SHEETS
 WERE SUBMITTED. PLEASE INDICATE ON THE PLUMBING SHEETS
 THAT THERE WILL BE A BACKFLOW INSTALLED ON THE WATER
 SERVICE.
  
 6. SHT A5.0 NOTE #6STATES "FOR WALL TILE SCHED. SEE
 SHEET A4.0" NO WALL TILE SCHEDLUE IS LOCATED ON SHEET
 A4.0. PLEASE CLARIFY. WALLS WITHIN 2FT OF THE W/C'S
 SHALL COMPLY WITH SECTION 1210.2.
  
 7. SHT P1.0 THE SIZING FORMULA FOR THE GREASE
 INTERCEPTOR INDICATES AN "EXISTING GREASE INTERCEPTOR.
 PLEASE CLARIFY. SECTION 106.1.1.
  
 8. SHT P4.0 EQUIPMENT AND FIXTURES UTILIZED FOR THE
 STORAGE, PREPARATION AND HANDLING OF FOOD SHALL
 DISCHARGE THROUGH AN INDIRECT WASTE PIPE BY MEANS OF AN
 AIR GAP, NOT AN AIR BREAK AS SHOWN IN DETAILS 2,6 & 8.
 SECTION 802.1.1. THE AIR GAP BETWEEN THE INDIRECT WASTE
 PIPE AND THE FLOOD LEVEL RIM OF THE WASTE RECEPTOR
 SHALL BE A MINIMUM OF TWICE THE EFFECTIVE OPENING OF
 THE INDIRECT WASTE PIPE. SECTION 802.2.1.
  
 6. SHT P4.1 THE WATER HAMMER ARRESTORS SHALL BE LOCATED
 NEAR THE FIXTURES IN AN "EFFECTIVE RANGE", NOT IN THE
 CEILING AS SHOWN. PDI-WH 201 AND MANUF. INSTALLATION
 INSTRUCTIONS.
  
 7. THE REVERSE OSMOSIS DRINKING WATER TREATMENTS SHALL
 MEET THE REQUIREMENTS OF NSF-58, REVERSE OSMOSIS
 DRINKING WATER TREATMENT UNITS, OR WATER QUALITY
 ASSOCIATION STANDARD S-300, POINT-OF-USE LOW PRESSURE
 REVERSE OSMOSIS DRINKING WATER SYSTEMS. SECTION 611.2.
 PLEASE SUBMIT MANUF SPECIFICATION SHEETS INDICATING
 COMPLIANCE.
  
 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 4 Status P Date 2008-05-07 Cont ID  
Sent By kdfreema Date 2008-05-07 Time 10:58 Rev Time 0.00
Received By kdfreema Date 2008-05-07 Time 10:58 Sent To  
Notes
2008-05-07 10:59:26ZONING PROVISO:
  
 1. A CONTINUOUS FIVE-FOOT LANDSCAPE BUFFER SHALL BE
 MAINTAINED ON THE NORTH SIDE OF THE LEASE LINE.
 2. AN ADDITIONAL MAHOGANY TREE NEEDS TO BE ADDED AT THE
 EAST END OF THE NORTH PERIMETER LANDSCAPE STRIP. 3. THE
 LAST EXISTING MAHOGANY TREE IN THAT LANDSCAPE STRIP IS
 VERY BADLY DAMAGED AND WILL NEED TO BE REPLACED.
 4. A NEW MAHOGANY TREE SHALL BE PLANTED WITHIN THE
 CROSS-OVER AREA THAT IS BEING CONVERTED INTO A GREEN
 AREA.
 5. THE EXISTING MAHOGANY TREES THAT WILL REMAIN SHALL
 BE CORRECTIVELY PRUNED BY A CERTIFIED ARBORIST.
 6. THE PROPOSED HEDGE SHALL EXTEND THE FULL LENGTH OF
 THE LANDSCAPE STRIP ALONG THE NORTH PROPERTY LINE. 7.
 THE BALANCE OF THE LANDSCAPE STRIP ALONG THE NORTH
 LEASE LINE SHALL BE SODDED AND IRRIGATED.
 8. A TREE ALTERATION PERMIT IS REQUIRED.
  
 PLEASE CONTACT KELLY FREEMAN, PLANNER, OR ROBERT
 KUSSNER, LANDSCAPE PLANNER, AT 561-822-1435 WITH
 QUESTIONS.
Review Stop Z ZONING
Rev No 3 Status P Date 2008-03-07 Cont ID  
Sent By kdfreema Date 2008-03-07 Time 13:34 Rev Time 0.00
Received By kdfreema Date 2008-03-07 Time 13:34 Sent To  
Notes
2008-03-07 13:35:59ZONING PROVISO:
  
 1. A CONTINUOUS FIVE-FOOT LANDSCAPE BUFFER SHALL BE
 MAINTAINED ON THE NORTH SIDE OF THE LEASE LINE.
 2. AN ADDITIONAL MAHOGANY TREE NEEDS TO BE ADDED AT THE
 EAST END OF THE NORTH PERIMETER LANDSCAPE STRIP.
 3. THE LAST EXISTING MAHOGANY TREE IN THAT LANDSCAPE
 STRIP IS VERY BADLY DAMAGED AND WILL NEED TO BE
 REPLACED.
 4. A NEW MAHOGANY TREE SHALL BE PLANTED WITHIN THE
 CROSS-OVER AREA THAT IS BEING CONVERTED INTO A GREEN
 AREA.
 5. THE EXISTING MAHOGANY TREES THAT WILL REMAIN SHALL
 BE CORRECTIVELY PRUNED BY A CERTIFIED ARBORIST.
 6. THE PROPOSED HEDGE SHALL EXTEND THE FULL LENGTH OF
 THE LANDSCAPE STRIP ALONG THE NORTH PROPERTY LINE.
 7. THE BALANCE OF THE LANDSCAPE STRIP ALONG THE NORTH
 LEASE LINE SHALL BE SODDED AND IRRIGATED.
 8. A TREE ALTERATION PERMIT IS REQUIRED.
  
 PLEASE CONTACT KELLY FREEMAN, PLANNER, OR ROBERT
 KUSSNER, LANDSCAPE PLANNER, AT 561-822-1435 WITH
 QUESTIONS.
  
  
  
  
  
Review Stop Z ZONING
Rev No 2 Status F Date 2007-09-11 Cont ID  
Sent By kdfreema Date 2007-09-11 Time 08:43 Rev Time 0.00
Received By kdfreema Date 2007-09-11 Time 08:43 Sent To  
Notes
2007-09-11 09:02:48***FAILED***
  
 1. A MINOR DSI AMENDMENT IS REQUIRED DUE TO THE CHANGES
 MADE TO THE SITE PLAN AND LANDSCAPE PLANS.
  
 2. PLEASE SHOW THE EXTENT OF THE BUILDING'S OVERHANGS
 (ABOVE THE ENTRY AND DRIVE THRU WINDOW) ON THE SITE
 PLAN.
  
 3. WHEEL STOPS ARE REQUIRED TO BE PROVIDED ALONG THE
 EASTERN ROW OF PARKING TO ENSURE VEHICLES DO NOT IMPACT
 THE LANDSCAPING.
  
 4. THE NORTH SIDE OF THE DUMPSTER ENCLOSURE MUST BE
 LANDSCAPED.
  
 5. THE PERMIT PACKAGE INCLUDES TWO DIFFERENT DUMPSTER
 ENCLOSURE CONFIGURATIONS. AVID'S SHEET 9 SHOWS THE
 CORRECT DUMPSTER ENCLOSURE. THE SHEET SUPPLIED BY THE
 ARCHITECT (AS5.4) SHOWS AN ENCLOSURE WHICH DOES NOT
 MEET ALL OF THE CODE REQUIREMENTS. PLEASE NOTE THAT IF
 A DRAIN IS PROVIDED IN THE ENCLOSURE IT MUST BE ROOFED
 TO KEEP RAIN WATER OUT OF THE ENCLOSURE. PLEASE REMOVE
 SHEET AS5.4 OR CORRECT IT TO SHOW THE PROPER
 CITY-APPROVED DETAIL.
  
 6. FIRE SPRINKLERS ARE REQUIRED TO BE PROVIDED PER THE
 DEVELOPMENT ORDER FOR WESTWARD PLAZA.
  
 7. THE LANDSCAPE PLANS WERE NOT UPDATED TO REFLECT THE
 NEW CONFIGURATION OF THE LOADING ZONE. THERE IS
 LANDSCAPING SHOWN IN ASPHALTED AREAS.
  
 8. THREE SITE PLANS WERE INCLUDED WITH THE PACKAGE. I
 ASSUME THAT THE SITE PLAN DONE BY AVID IS THE OPERATING
 SITE PLAN AS THE OTHER TWO (AS1.1 AND C1.0) APPEAR TO
 BE OUTDATED. PLEASE REMOVE THE OTHER TWO SITE PLANS
 FROM THE PACKAGE OR UPDATE ALL PLANS TO BE CONSISTENT
 WITH WHAT IS INTENDED TO BE BUILT.
  
 9. SHEET C1.0 SHOWS A PYLON SIGN AT THE CORNER OF
 OKEECHOBEE AND SPENCER AS WELL AS A SMALL DIRECTIONAL
 SIGN AT THE EXIT ONTO SPENCER. BOTH OF THESE SIGNS ARE
 SHOWN IN THE RIGHT-OF-WAY AND MAY NOT BE INSTALLED AT
 THOSE LOCATIONS.
  
 PLEASE CONTACT KELLY FREEMAN, PLANNER, AT 561-822-1435
 OR [email protected] WITH QUESTIONS OR TO OBTAIN A COPY
 OF THE MINOR DSI AMENDMENT APPLICATION.
Review Stop Z ZONING
Rev No 1 Status F Date 2007-05-04 Cont ID  
Sent By kdfreema Date 2007-05-04 Time 08:36 Rev Time 0.00
Received By kdfreema Date 2007-05-04 Time 08:42 Sent To  
Notes
2007-05-04 08:39:42NOTE THAT THE MAJOR DEVELOPMENT OF SIGNIFICANT IMPACT
 AMENDMENT TO ALLOW FOR THIS PROJECT HAS NOT BEEN
 APPROVED. ZONING APPROVAL CANNOT BE GRANTED UNTIL THAT
 TIME.
  
 PLEASE CONTACT KELLY FREEMAN, PLANNER, AT 561-822-1435
 WITH ANY QUESTIONS.


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