Plan Review Details - Permit 07030559
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Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2008-11-21 Cont ID  
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***NONE***
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Rev No 6 Status P Date 2008-07-29 Cont ID  
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2008-07-29 11:29:29REVISIONS TO PAGES SP-1A-1A-2A-3A-4A-5A-6
 A-7S1S2S3S4S5
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Rev No 5 Status P Date 2008-05-02 Cont ID  
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2008-05-02 10:37:59PLANS NEED TO BE STAMP BY FIRE
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2008-03-06 Cont ID  
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Notes
2008-03-05 16:50:273501 ELECTRONIC WAY
 4TH REVIEW
  
 BUILDING PLAN REVIEW
 PERMIT: 07030559
 ADD: 3501 ELECTRONIC WAY
  
 CONT: EDWARDS CONSTRUCTION SERVICES
 TEL: (352)854-6266
  
 MARCH 3, 2008
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW: 4TH
 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) THE NOTICE OF COMMENCEMENT THAT WAS RECORDED IS OVER
 90 DAYS OLD REQUIRING THE DOCUMENT TO BE RE-RECORDED.
 FL S S713.13NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE
 WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS NOT
 ACTUALLY COMMENCED WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID.NOTE: 713.13(6)
 THE POSTING OF THE NOTICE OFCOMMENCEMENT AT THE
 CONSTRUCTIONSITE BEFORE THE FIRST INSPECTION.
  
 3) COMPLIED.
 4 COMPLIED.
 5) COMPLIED.
 6A) COMPLIED
  
 6B) **PARTIALLY ADDRESSED** HOWEVER, THE ISOLATEK
 ?CAFCO 300SB? ES REPORT FROM ICC FOR IS REQUIRED. WHEN
 SUBMITTING THE REPORT INDICATE BY HI-LIGHT OR CIRCLING
 THE MINIMUM THICKNESS OF THE SPRAYED ON MATERIAL. SHEET
 A-1 REVISION# 2 DOES INDICATE LANGUAGE OF A 3 HR RATED
 WALL AND THERE IS A CUT SECTION OF THIS PORTION OF
 BUILDING THAT REFERENCES DETAIL6 ON SHEET A6. THIS
 DETAIL SHOULD BE OF THE 3 HR RATED WALL BUT WE SEE AN
 EXISTING STEEL BEAM AND NO FIRE RATING AS REQUIRED IN
 TABLE 715.3.
  
 6C)COMPLIED
 7) COMPLIED
 8)COMPLIED.
 9) COMPLIED
  
 B10) BUILDINGPROVISO, 109.3.10.1 HURRICANE
 PROTECTION.
  
 11) THIS WILL BE A BUILDING PROVISO109.3.10* IMPACT
 OF CONSTRUCTION.
  
 12) COMPLIED
 13) COMPLIED
  
 14A) 3RD REQUEST, THE BUILDING IS DESIGNED AS AN
 ENCLOSED STRUCTURE ALL PRODUCT APPROVALS ARE REQUIRED
 BEFORE THE PERMIT CAN BE ISSUED.
 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)HOLLOW METAL EXTERIOR DOORS- NO REPORT SUBMITTED.
 **OK**
 B) OVERHEAD DOORS: NOT ILLEGIBLE WILL REQUIRE FLORIDA
 COVERSHEET. **OK**
 C) PANEL WALLS: SIDING AND OR WALL LOUVERS- NO REPORT
 SUBMITTED
 D) ROOF ASSEMBLIES : METAL ROOFING ? NO REPORT
 SUBMITTED
  
 14B)COMPLIED
 14C)COMPLIED
 15) COMPLIED
 16) **NOTED**
 17-24)COMPLIED
 25) FEES DUE
 26)COMPLIED
  
 27) **SEE ELECTRICAL COMMENTS**NEW COMMENT, THE LIGHT
 POLE CALCULATIONS DO HAVE A RAISED SEAL BUT A COPIED
 SIGNATURE. 61G15-23.002(2) FL. ADMIN. CODE. PLANS
 SIGNED & SEALED BY A PROFESSIONAL ENGINEER SHALL
 INCLUDE EITHER THE: NAME, ADDRESS AND LICENSE NUMBER OF
 THE ENGINEER OR, THE NAME AND LICENSE NUMBER OF THE
 ENGINEER AND THE NAME, ADDRESS AND CERTIFICATE OF
 AUTHORIZATION NUMBER OF THE ENGINEERING BUSINESS
 THROUGH WHICH THE ENGINEER IS PRACTICING (471.025 F.S.
 AND 471.023 F.S.).
  
 NOTE: 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.
  
 MYRON JACOBS
 BUILDING PLAN REVIEWER
 (561)805-6726
 FAX (561) 805-6676
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2007-12-14 Cont ID  
Sent By jwitmer Date 2007-12-14 Time 13:54 Rev Time 7.77
Received By jwitmer Date 2007-12-14 Time 13:54 Sent To  
Notes
2007-12-14 16:47:41IRON MOUNTAIN 3501 ELECTRONIC WAY
 3RD REVIEW
  
 BUILDING PLAN REVIEW
 PERMIT: 07030559
 ADD: 3501 ELECTRONIC WAY
  
 CONT: EDWARDS CONSTRUCTION SERVICES
 TEL: (352)854-6266
  
 DEC.14, 2007
 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 ) THE NOTICE OF COMMENCEMENT THAT WAS RECORDED IS
 OVER 90 DAYS OLD REQUIRING THE DOCUMENT TO BE
 RE-RECORDED. FL S S713.13NOTICE OF COMMENCEMENT, TO
 BE FILED WITH THE CLERK OF THE COURT.NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS
 NOT ACTUALLY COMMENCED WITHIN 90 DAYS AFTER THE
 RECORDING THEREOF, SUCH NOTICE IS NULL & VOID.NOTE:
 713.13(6)THE POSTING OF THE NOTICE OFCOMMENCEMENT
 AT THE CONSTRUCTIONSITE BEFORE THE FIRST INSPECTION.
  
 3) COMPLIED.
  
 4 COMPLIED.
 5) COMPLIED.
  
 6A) CS-1 PLAN REVIEW DATA HAS PARTIALLY COMPLIED WITH
 THIS REQUEST. CS-1 STILL HAS THE STATEMENT THAT THIS
 BUILDING COMPLIES WITH 507.2 UNLIMITED AREA, THIS IS
 NOT TRUE.
 THE AREA INCREASES TAKEN ALSO DO NOT MAKE IT CLEAR IF
 THIS IS FOR THE NEW METAL BUILDING OR FOR THE BUILDING
 (2) ON THE SITE. PLEASE CORRECT THIS WITH EXISTING
 BUILDING INFORMATION AND NEW BUILDING INFORMATION.
  
 6B) SHEET A-1 REVISION# 2 DOES INDICATE LANGUAGE OF A 3
 HR RATED WALL AND THERE IS A CUT SECTION OF THIS
 PORTION OF BUILDING THAT REFERENCES DETAIL6 ON SHEET
 A6. THIS DETAIL SHOULD BE OF THE 3 HR RATED WALL BUT WE
 SEE AN EXISTING STEEL BEAM AND NO FIRE RATING AS
 REQUIRED IN TABLE 715.3.
 6C)SHEET A1& A2 INDICATES A DOOR # 5 AS A 1 ? HR
 RATED OPENING PLEASE SEE TABLE 715.3 FOR A 3 HR RATED
 FIRE WALL A 3 HR RATED DOOR IS ALSO REQUIRED. DOOR # 2
 WOULD ALSO REQUIRE
 A 3HR FIRE RATING PLEASE PROVIDE DOCUMENTATION FOR
 BOTH.
  
 7)THIRD REQUEST,PLEASECLARIFY, IF THIS IS AN
 ADDITION THEN THE 2006 FBC ,EXISTING BUILDING CODE
 CHAPTER 9 NEEDS TO BE ADDRESSES UNDER THE PLAN REVIEW
 DATA AS WELL AS IN THE EXISTING BUILDING WORK IS ALSO
 TO BE COMPLETED UNDER THIS PERMIT, INDICATE TO WHAT
 LEVEL OR CLASSIFICATION OF WORK IS TO BE COMPLETED
 UNDER THIS PERMIT, PLEASE SEE THE 2004 EXISTING
 BUILDING CODE 2004 FOR THE RENOVATION PORTION OF THIS
 PROJECT, SEE CHAPTER (3).SHEET SP-1 INDICATES WORK
 NOT IN CONTRACT BUT THIS SAME SHEET INDICATES NEW FIRE
 SPRINKLER PUMP ROOM, NEW ADA RESTROOMS, EXISTING BAY
 DOOR TO BE REPLACED, AND ADA RAMP AND ACCESSIBLE
 SIDEWALK? IF THE BUILDING INFORMATION IN COMMENT # 6 IS
 CORRECTED THIS COMMENT WILLBE SATISFIED.
  
 8)COMPLIED.
  
 9) THIS COMMENT AGAIN WOULD DEAL WITH COMMENT NUMBER 6,
 WE WILL NEED THE FOLLOWING INFORMATION FOR BOTH
 BUILDINGS. 110.2* W. P. B. ADMINISTRATIVE CODE,
 INFORMATION THAT IS REQUIRED FOR RECORD KEEPING & FOR
 CERTIFICATE OF OCCUPANCY:
 A) THE EDITION OF THE CODE UNDER WHICH THE PROJECT
 WAS DESIGNED. ADD INFORMATION FOR THE REMODEL PORTION
 OF THIS PROJECT.
  
 B10) BUILDINGPROVISO, 109.3.10.1 HURRICANE
 PROTECTION.
  
 11) THIS WILL BE A BUILDING PROVISO109.3.10* IMPACT
 OF CONSTRUCTION.
  
 12) COMPLIED
  
 13) COMPLIED
  
 14A) 2ND REQUEST, THE BUILDING IS DESIGNED AS AN
 ENCLOSED STRUCTURE ALL PRODUCT APPROVALS ARE REQUIRED
 BEFORE THE PERMIT CAN BE ISSUED.
 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)HOLLOW METAL EXTERIOR DOORS- NO REPORT SUBMITTED
 B) OVERHEAD DOORS: NOT ILLEGIBLE WILL REQUIRE FLORIDA
 COVERSHEET.
 C) PANEL WALLS: SIDING AND OR WALL LOUVERS- NO REPORT
 SUBMITTED
 D) ROOF ASSEMBLIES : METAL ROOFING ? NO REPORT
 SUBMITTED
  
 14B)3RD REQUEST, THE BUILDING IS DESIGNED AS AN
 ENCLOSED STRUCTURE ALL PRODUCT APPROVALS ARE REQUIRED
 BEFORE THE PERMIT CAN BE ISSUED.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 ATWWW.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
  
 14C)2ND REQUEST, THE BUILDING IS DESIGNED AS AN
 ENCLOSED STRUCTURE ALL PRODUCT APPROVALS ARE REQUIRED
 BEFORE THE PERMIT CAN BE ISSUED.WPB ADMIN CODE
 106.3* PRODUCT APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 15) COMPLIED
  
 16) THIS SAME SHEET A-1 LOADING DOCK INDICATES A
 SECTION "B"/ A4, IT APPEARS THIS SECTION
 THE DETAIL 4 ON SHEET A-7 IS A 4 HR RATED FLOOR CEILING
 ASSEMBLY. THIS IS A FLOOR CEILING ASSEMBLY PLEASE
 PROVIDE TO WHAT LIVE LOAD THIS FLOOR WILL BE DESIGNED
 TO, PLEASE SEE TABLE 1607.1.
  
 17-24)COMPLIED
  
 25) LOW VALUE, FOR THE ADDITION ALONE THE CALCULATED
 VALUE IS $4,391, 656.00 THE PERMIT FEES WILL BE
 ASSESSED ON THIS DOLLAR AMOUNT
  
 26)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.
 27) NEW COMMENT, THE LIGHT POLE CALCULATIONS DO HAVE A
 RAISED SEAL BUT A COPIED SIGNATURE. 61G15-23.002(2) FL.
 ADMIN. CODE. PLANS SIGNED & SEALED BY A PROFESSIONAL
 ENGINEER SHALL INCLUDE EITHER THE: NAME, ADDRESS AND
 LICENSE NUMBER OF THE ENGINEER OR, THE NAME AND LICENSE
 NUMBER OF THE ENGINEER AND THE NAME, ADDRESS AND
 CERTIFICATE OF AUTHORIZATION NUMBER OF THE ENGINEERING
 BUSINESS THROUGH WHICH THE ENGINEER IS PRACTICING
 (471.025 F.S. AND 471.023 F.S.).
  
 NOTE: 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 B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-09-04 Cont ID  
Sent By jwitmer Date 2007-09-04 Time 12:44 Rev Time 3.33
Received By jwitmer Date 2007-09-04 Time 12:44 Sent To  
Notes
2007-09-04 12:44:46BUILDING PLAN REVIEW
 PERMIT: 07030559
 ADD: 3501 ELECTRONIC WAY
 CONT: EDWARDS CONSTRUCTION SERVICES
 TEL: (352)854-6266
  
  
 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 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.
  
 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 OF
 COMMENCEMENT IS NOT ACTUALLY
 COMMENCED 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) COMPLIED.
  
 4A) SHEET C1-C9 ARCHITECT RETE EBERSOLE STILL INDICATES
 HAVING A CERTIFICATE OF AUTHORIZATION ON PLANS. 481.219
 CERTIFICATE OF AUTHORIZATION. THE TITLE BLOCK FOR ANY
 SHEET BEARING THE NAME OF AN ARCHITECT PRACTICING UNDER
 A FICTITIOUS NAME, A CORPORATE, OR A PARTNERSHIP,
 OFFERING ARCHITECTURAL SERVICES, SHALL INCLUDE THE
 CERTIFICATE OF AUTHORIZATION NUMBER ON THE PLANS. ADD
 NUMBER TO EACH SHEET.
  
 4B) FP1 THE FIRE PREVENTION ENGINEERING CONSORTIUM, NO
 CERTIFICATE OF AUTHORIZATION .471.023 F.S.CERTIFICATE
 OF AUTHORIZATION.THE TITLE BLOCK FOR ANY SHEET
 BEARING THE NAME OF AN ENGINEER
 PRACTICING UNDER A FICTITIOUS NAME, A CORPORATION, OR A
 PARTNERSHIP, OFFERING ENGINEERING SERVICES, SHALL
 INCLUDE THE CERTIFICATE OF AUTHORIZATION NUMBER. ADD
 THE NUMBER TO EACH SHEET.THIS MAY
 BE ADDED BY HAND.
  
 5) COMPLIED.
  
 6) CS-1 PLAN REVIEWDATA DECLAIRS THIS BUILDING AS A IIB
 BUILDING (1 STORY) FULLY SPRINKLERD, IS THIS DESIGN AN
 ADDITION TO A EXISTINGBUILDING CREATING ONE LARGE
 BUILDING WITH AN AREA OF 123,414 SQ FT? OR IS THE
 DESIGN 2 SEPERATE BUILDINGS? NOTED THE COMMENTFOR
 UNLIMITED AREA FOR TYPE II BUILDINGS S OCCUPANCIES FOR
 FULLY SPRINKLERED BUILDINGS FBC 507.2REQUIRES A
 60'-0"CLEARENCE, 507.4 DOES PROVIDE FOR REDUCED OPEN
 SPACE REQUIREMENTS BUT THE EXISTING BUILDING IS 21.29'
 AWAY FROM THE PROPERTY LINE. PLEASE PROVIDE INCREASES
 FOR SPRINKLERS, ONE STORY AND ANY AREA INCREASES THAT
 CAN BE TAKEN PROVIDE CALCULATIONS. TOTAL SQ FT UNDER
 TYPE II-B UNPROTECTED (S-1) IS 17,500 SQ FT, NOT THE
 123,414 AS INDICATED ON THE PLAN.
  
 7) LEASE CLARIFY, IF THIS IS AN ADDITION THEN THE 2006
 FBC, EXISTING BUILDING CODE CHAPTER 9 NEEDS TO BE
 ADDRESSED UNDER THE PLAN REVIEW DATA AS WELL AS IN THE
 BUILDING WORKIS ALSO TO BE COMPLETED UNDER THIS PERMIT,
 INDICATE TO WHAT LEVEL OR CLASSIFICATION OF WORK IS TO
 BE COMPLETED UNDER THIS PERMIT . 2006 FBC EXISTING
 BUILDING CODE CHAPTERTHREE. SHEET SP-1 INDICATE WORK
 NOT IN CONTRACTBUT THIS SAME SHEET INDICATES NEW FIRE
 SPRINKLER PUMP ROOM, NEW ADA RESTROOMS, EXISTING BAY
 DOOR TO BE REPLACED, AND ADA RAMP AND ACCESSIBLE
 SIDEWALK? IF THE BUILDING INFORMATION IN COMMENT# 6 IS
 CORRECTED THIS COMMENT WILL BE SATISFIED.
  
 8) COMPLIED.
  
 9) 110.2* W. P. B. ADMINISTRATIVE
 CODE, INFORMATION THAT IS REQUIRED FOR
 RECORD KEEPING & FOR CERTIFICATE OF
 OCCUPANCY:
 A) THE EDITION OFTHE CODE UNDER WHICHTHE PROJECT
 WAS DESIGNED.
 B) THE USE AND OCCUPANCY, IN ACCORDANCE WITH THE
 PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED IN CHAPTER 6,
 TABLE 601.
 D) THE DESIGN OCCUPANT LOAD, SEE 1004. E) IF AN
 AUTOMATIC SPRINKLER SYSTEM ISPROVIDED, WHETHER THE
 SPRINKLER SYSTEM
 IS REQUIRED.
 F) ANY SPECIAL STIPULATIONS & CONDITIONS OF THE
 BUILDING PERMIT
 G ) FLOOD ZONE
  
 10)BUILDING PROVISO:, 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.
  
  
 11) BUILDING PROVISO
 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.
  
 12)2ND REQUEST, COULDN'T FIND ANY CAMERO'S RESPONSE
 LETTER. FTHE NEW ACCESSIBLE ADA SIDEWALK PLEASE PROVIDE
 INFORMATION ON THE CURB CUTS FOR THE ACCESSIBLE CROSS
 WALKS.
 11-4.7.1 LOCATION. CURB RAMPS COMPLYING WITH SECTION
 11-4.7 SHALL BE PROVIDED WHEREVER AN ACCESSIBLE ROUTE
 CROSSES A CURB .
 11-4.7.2 SLOPE.SLOPES OF CURB RAMPS SHALL COMPLY WITH
 SECTION 11-4.8.2 . THE SLOPE SHALL BE MEASURED AS SHOWN
 IN FIGURE 11 . TRANSITIONS FROM RAMPS TO WALKS,
 GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT
 CHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD
 SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP, OR
 ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20.
  
 13)COMPLIED.
  
 14) 2ND REQUEST, PLEASE PROVIDE PRODUCT APPROVALS FOR
 GLAZED OPENINGS.
 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.
  
 14A) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
 PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:\
 A) GLAZED OPENINGS
 B) GLAZED DOORS TO THE EXTERIOR
 C) HOLLOW METAL EXTERIOR DOORS
 D) OVERHEAD DOORS
 E) PANEL WALLS: SIDING AND OR WALL LOUVERS
 F) ROOF ASSEMBLIES : METAL ROOFING
  
 14B)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
  
 14C)WPB ADMIN CODE 106.3* PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 15)COMPLIED.
  
 16) THIS SAME SHEET A-1 LOADING DOCK INDICATES A
 SECTION "B"/ A4, IT APPEARS TO BE A MEZZANINE, IS THIS
 CORRECT? THE DETAIL 4 ON SHEET A-7 IS A 4 HR RATED
 FLOOR CEILING ASSEMBLY. IF THIS MEZZANINE IS TO BE
 BUILT OUT WITH THE SHELL PERMIT PLEASE PROIVIDE A LIFE
 SAFETY PLAN INDICATING THE STAIRS, HANDRAILS, GUARDS,
 USAGE POSSIBLE VERTICAL ACCESSIBILITY, FLOOR LOADING
 ETC.
  
 17) PLEASE PROVIDE A LIFE SAFETY PLAN OF THE NEW
 ADDITION, EVEN FOR A SHELL BUILDING A EXIT PLAN WILL BE
 REQUIRED, OTHERWISE WE ISSUE A PERMIT FOR A NON-CODE
 COMPLIANT BUILDING!
  
 18) NOTE TO BE ACCOMPLISHED UNDER A TENANT BUILD OUT OF
 SHELL.
  
 19)SHEET A-4 INDICATES THE USE OF :
 19A)SECOND REQUEST, POLYMER FINISHED RIGID INSULATION
 BOARDTO BE BUTLER STYWALL II FLAT WALL SYSTEM, PLEASE
 PROVIDE PRODUCT INFORMATION ON THIS SYSTEM ? 106.1.2*
 ADD INFO REQUIRED.
 19B)SECOND REQUEST, KORTECK WALL PANELS, PLEASE
 PROVIDE PRODUCT INFORMATION ON THIS SYSTEM? 106.1.2*
 ADD INFO REQUIRED.
  
 20-23 ) COMPLIED.
  
 24)SECOND REQUEST, BUTLER PLAN INDICATES PRESSURES
 DERIVED FROM ASCE 7-02 / IBC 03 WE DO NOT USE THE IBC
 FLORIDAS BASE CODE MAY OF BEEN DERIVED FROM THE 2003
 IBC BUT PLANS ARE TO BE SUBMITTED UNDER THE 2004 FBC/
 2006 REVISIONS.PLANS ARE TO BE SUBMITTED UNDE THE 2004
 FBC W/ 2006 REVISIONS.
  
 25) LOW VALUE, FOR THE ADDITION ALONE THE CALCULATED
 VALUE IS $4,391, 656.00 PLUS THE DOLLAR AMOUNT FOR THE
 REMODEL OF THE EXISTING BUILDING. SEE ADDITIONAL FEES
 DUE.
  
 26)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.
  
 NOTE: 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 B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-05-31 Cont ID  
Sent By jwitmer Date 2007-05-31 Time 16:52 Rev Time 6.66
Received By jwitmer Date 2007-05-31 Time 16:52 Sent To  
Notes
2007-05-31 16:56:00BUILDING PLAN REVIEW
 PERMIT: 07030559
 ADD: 3501 ELECTRONIC WAY
 CONT: EDWARDS CONSTRUCTION SERVICES
 TEL: (352)854-6266
  
  
 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 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.
  
 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 OF
 COMMENCEMENT IS NOT ACTUALLY
 COMMENCED 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) PLEASE TAKE NOTE OF SURVEY FROM GT SURVEYING HAS A
 RAISED SEAL BUT A PHOTO-COPIED SIGNATURE. SEE FLORIDA
 ADMINISTRTIVE CODE 61G17 AND FL S S 472.025 ABOUT
 ORIGINAL SIGNATURES.
  
 4) PLEASE TAKE NOTE OF ELECTRICAL NOTES 2-7 ON VARIOUS
 DISCREPANCIES OF EITHER FLORIDA ADMINISTRATIVE CODE FOR
 ARCHITESCTS, ENGINEERS OR MISSING CERTIFICATE OF
 AUTHORIZATION REQUIRED BY EACH BOARD FOR BUSINESSES.
  
 5) CS-1 PLAN REVIEW DATA INDICATES THE PLAN WAS
 DESIGNED TO THE 2004 FBC PLEASE SEE PLAN AS SUBMITTED
 AFTER DEC.8TH, 2006 ARE TO BE REVIEWED UNDER THE 2006
 FBC.
  
 6) CS-1 PLAN REVIEWDATA DECLAIRS THIS BUILDING AS A IIB
 BUILDING (1 STORY) FULLY SPRINKLERD, IS THIS DESIGN AN
 ADDITION TO A EXISTINGBUILDING CREATING ONE LARGE
 BUILDING WITH AN AREA OF 123,414 SQ FT? OR IS THE
 DESIGN 2 SEPERATE BUILDINGS? NOTED THE COMMENTFOR
 UNLIMITED AREA FOR TYPE II BUILDINGS S OCCUPANCIES FOR
 FULLY SPRINKLERED BUILDINGS FBC 507.2REQUIRES A
 60'-0"CLEARENCE, 507.4 DOES PROVIDE FOR REDUCED OPEN
 SPACE REQUIREMENTS BUT THE EXISTING BUILDING IS 21.29'
 AWAY FROM THE PROPERTY LINE. PLEASE PROVIDE INCREASES
 FOR SPRINKLERS, ONE STORY AND ANY AREA INCREASES THAT
 CAN BE TAKEN PROVIDE CALCULATIONS. TOTAL SQ FT UNDER
 TYPE II-B UNPROTECTED (S-1) IS 17,500 SQ FT, NOT THE
 123,414 AS INDICATED ON THE PLAN.
  
 7) IF THIS IS AN ADDITION THEN THE 2006 FBC,EXISTING
 BUILDING CODECHAPTER 9 NEEDS TO BE ADDRESSES UNDER
 THE PLAN REVIEW DATA AS WELL AS IN THE EXISSTING
 BUILDING WORK IS ALSO TO BE COMPLETED UNDER THIS
 PERMIT, INDICATE TO WHAT LEVEL OR CLASSIFICATION OF
 WORK IS TO BE COMPLETED UNDER THIS PERMIT.2006 FBC
 EXISTING BUILDING CODE CHAPTER THREE. SHEET SP-1
 INDICATES WORK NOT IN CONTRACT BUT THIS SAME SHEET
 INDICATES NEW NEW FIRE SPRINKLER PUMP ROOM, NEW ADA
 RESTROOMS, EXISTING BAY DOOR TO BE REPLACED, AND ADA
 RAMP AND ACCESSIBLE SIDEWALK?
  
 8)NEW FENCE AND GATE ARE UNDER A SEPERATE PERMIT.
 105.1*.
  
 9) 110.2* W. P. B. ADMINISTRATIVE
 CODE, INFORMATION THAT IS REQUIRED FOR
 RECORD KEEPING & FOR CERTIFICATE OF
 OCCUPANCY:
 A) THE EDITION OFTHE CODE UNDER WHICH
 THE PROJECT WAS DESIGNED.
 B) THE USE AND OCCUPANCY, IN ACCORDANCE
 WITH THE PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED
 IN CHAPTER 6, TABLE 601.
 D) THE DESIGN OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
 PROVIDED, WHETHER THE SPRINKLER SYSTEM
 IS REQUIRED.
 F) ANY SPECIAL STIPULATIONS & CONDITIONS
 OF THE BUILDING PERMIT
 G ) FLOOD ZONE
  
 10) PLEASE NOTE THIS WILL BE A BUILDINGPROVISO,
 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.
  
  
 11) THIS WILL BE A BUILDING PROVISO
 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.
  
 12)THE NEW ACCESSIBLE ADA SIDEWALK PLEASE PROVIDE
 INFORMATION ON THE CURB CUTS FOR THE ACCESSIBLE CROSS
 WALKS.
 11-4.7.1 LOCATION. CURB RAMPS COMPLYING WITH SECTION
 11-4.7 SHALL BE PROVIDED WHEREVER AN ACCESSIBLE ROUTE
 CROSSES A CURB .
 11-4.7.2 SLOPE.SLOPES OF CURB RAMPS SHALL COMPLY WITH
 SECTION 11-4.8.2 . THE SLOPE SHALL BE MEASURED AS SHOWN
 IN FIGURE 11 . TRANSITIONS FROM RAMPS TO WALKS,
 GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT
 CHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD
 SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP, OR
 ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20.
  
 13) FBC 1802.2.1 QUESTIONABLE SOILS, 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 . PLEASE PROVIDE 2
 ORIGINAL SIGNED &SEALED
 SOILS REPORTS THAT WERE PREPARED BY FLORIDA ENGINEERING
 TESTING, INC.
  
 14) PLEASE PROVIDE PRODUCT APPROVALS FOR GLAZED
 OPENINGS.
 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.
  
 14A) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
 PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:\
 A) GLAZED OPENINGS
 B) GLAZED DOORS TO THE EXTERIOR
 C) HOLLOW METAL EXTERIOR DOORS
 D) OVERHEAD DOORS
 E) PANEL WALLS: SIDING AND OR WALL LOUVERS
 F) ROOF ASSEMBLIES : METAL ROOFING
  
 14B)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
  
 14C)WPB ADMIN CODE 106.3* PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 15)SHEET A-1 LOADING DOCKS 1-8 THERE IS NO DOOR
 IDENTIFICATION TAG? ADDINFO REQUIRED 106.1.2*
  
 16) THIS SAME SHEET A-1 LOADING DOCK INDICATES A
 SECTION "B"/ A4 NO SUCH SECTION? 106.1.2* ADD INFO
 REQUIRED.
  
 17) PLEASE PROVIDE A LIFE SAFETY PLAN OF THE NEW
 ADDITION SHOWING THE STORAGE AREAS AS WELLL AS THE
 ACCESS AISLES.
  
 18) PLEASE ALSO PROVIDEADDITIONAL INFORMATION ON THE
 TYPE OF STORAGE, WILL THERE BE RACK STORAGE AND IF SO
 HOW HIGH?
 18A) 413.1 GENERAL. HIGH-PILED STOCK OR RACK STORAGE IN
 ANY OCCUPANCY GROUP SHALL COMPLY WITH THE FLORIDA FIRE
 PREVENTION CODE.
 18B) 910.2.3 HIGH-PILED COMBUSTIBLE STORAGE. BUILDINGS
 AND PORTIONS THEREOF CONTAINING HIGH-PILED COMBUSTIBLE
 STOCK OR RACK STORAGE IN ANY OCCUPANCY GROUP IN
 ACCORDANCE WITH SECTION 413 AND THE FLORIDA FIRE
 PREVENTION CODE .
 18C) 2208.1 STORAGE RACKS. THE DESIGN, TESTING AND
 UTILIZATION OF INDUSTRIAL STEEL STORAGE RACKS SHALL BE
 IN ACCORDANCE WITH THE RMI SPECIFICATION FOR THE
 DESIGN, TESTING AND UTILIZATION OF INDUSTRIAL STEEL
 STORAGE RACKS . RACKS IN THE SCOPE OF THIS
 SPECIFICATION INCLUDE INDUSTRIAL PALLET RACKS, MOVABLE
 SHELF RACKS AND STACKER RACKS, AND DOES NOT APPLY TO
 OTHER TYPES OF RACKS, SUCH AS DRIVE-IN AND
 DRIVE-THROUGH RACKS, CANTILEVER RACKS, PORTABLE RACKS
 OR RACK BUILDINGS.
  
 19)SHEET A-4 INDICATES THE USE OF :
 19A) POLYMER FINISHED RIGID INSULATION BOARDTO BE
 BUTLER STYWALL II FLAT WALL SYSTEM, PLEASE PROVIDE
 PRODUCT INFORMATION ON THIS SYSTEM ? 106.1.2* ADD INFO
 REQUIRED.
 19B) KORTECK WALL PANELS, PLEASE PROVIDE PRODUCT
 INFORMATION ON THIS SYSTEM? 106.1.2* ADD INFO
 REQUIRED.
  
 20)MISSING DETAILS SHEET A-4 THE NORTH ELEVATION
 INDICATES A SECTION "A" /A6 MISSING SHEET? 106.1.2* ADD
 INFO REQUIRED.
  
 21) PLEASE PROVIDE EXPLANATION OF THE 4"X4" STEEL TUBE
 ON THE EXTERIOR OF THE BUILDING? 106.1.2* ADD INFO
 REQUIRED.
  
 22)SHEET E1.1 INDICATES A LIGHT POLE FOR 120 MPH
 PLEASE PROVIDE THE LIGHT POLE FOR 140 MPH WIND ZONE.
 1609.1.1.
  
 23)PLEASE PROVIDE A LIFE SAFETY PLAN SHOWING EGRESS
 AISLES AND STORAGE AREAS, PROVIDE EXIT LIGHT LOCATIONS.
 E2.1 INDICATES WHAT APPEARS TO BE STAIRS IN VARIOUS
 LOCATIONS? PLEASE PROVIDE
 INFORMATION ON STAIRS?
  
 24)BUTLER PLAN INDICATES PRESSURES DERIVED FROM ASCE
 7-02 / IBC 03 WE DO NOT USE THE IBC FLORIDAS BASE CODE
 MAY OF BEEN DERIVED FROM THE 2003 IBC BUT PLANS ARE TO
 BE SUBMITTED UNDER THE 2004 FBC/ 2006 REVISIONS.
  
 25) LOW VALUE, FOR THE ADDITION ALONE THE CALCULATED
 VALUE IS $4,391, 656.00 PLUS THE DOLLAR AMOUNT FOR THE
 REMODEL OF THE EXISTING BUILDING. SEE ADDITIONAL FEES
 DUE.
  
 26)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.
  
 NOTE: 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 8 Status P Date 2009-01-16 Cont ID  
Sent By dpalmer Date 2009-01-16 Time 08:54 Rev Time 0.00
Received By dpalmer Date 2009-01-16 Time 08:54 Sent To PC
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 7 Status F Date 2008-12-29 Cont ID  
Sent By dpalmer Date 2008-12-29 Time 09:20 Rev Time 0.00
Received By dpalmer Date 2008-12-29 Time 09:20 Sent To PC
Notes
2008-12-29 09:21:00** DENIED REVIEW **
  
 1) NOTE: PLEASE SEE NOTE #2 FROM PREVIOUS REVIEW.
 PLEASE PROVIDE LIGHTING PERFORMANCE CALCULATIONS PER
 13-415.2.ABC.1.3. THE RESPONSE MENTIONS PER THE PHONE
 CONVERSATION FIXTURES WERE BEING REPLACED AND
 CALCULATIONS ARE NOT REQUIRED. HOWEVER THE CONVERSATION
 OVER THE PHONE WAS THE FACT ONLY COMPONENTS OF THE
 EXISTING FIXTURES WERE GOING TO BE REPLACED SUCH AS
 BALLAST, BULBS OR EXISTING FIXTURE BALLAST AND LIGHT
 BULBS KITS. THE LAST CONVERSATION STATED BY THE
 DESIGNER WAS HE WAS GOING TO RE-CONFIRM WITH THE
 ELECTRICAL CONTRACTOR THE ACTUAL SCOPE OF WORK FOR
 FIXTURES.
 THE DESIGNER WAS GOING TO CALL BACK IF IT WAS ANYTHING
 MORE THAN REPAIRING EXISTING FIXTURES.
 THIS OFFICE INFORMED KAMM CONSULTING DESIGNER THAT IF
 FIXTURES WERE BEING REPLACED THEN CALCULATIONS PER
 ABOVE WOULD BE NEEDED. IT WAS ONLY IF THE PARTS WERE
 BEING REPLACED AND EXISTING FIXTURES WERE REPAIRED THEN
 WE WOULD NOT NEED CALCULATIONS. THIS WOULD MEAN ALL
 EXISTING FIXTURES WOULD HAVE TO REMAIN.
  
  
  
  
  
  
  
 ** 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 6 Status F Date 2008-12-02 Cont ID  
Sent By dpalmer Date 2008-12-02 Time 15:11 Rev Time 0.00
Received By dpalmer Date 2008-12-02 Time 15:11 Sent To  
Notes
2008-12-02 15:11:56 
 ** DENIED REVISION**
  
  
 1) NOTE: NEED TO SHOW ALL CIRCUITING FOR NEW LIGHTING
 NOW SHOWN WHICH WILL NEED TO BE ACCOMPANIED BY NEW
 REVISED PANEL SCHEDULES, LOADS, CONDUCTORS ETC
 408.4,310.16,220 ETC
 FBC 106.1.1
  
 2) NOTE: PLEASE PROVIDE NEW REVISED LIGHTING
 PERFORMANCE CALCULATIONS.
 13-415.2, 13-415.2.ABC.1.1, .1.2 AND .1.3.
  
 3) NOTE: THE VALUE FOR THE INCREASED SCOPE OF WORK
 NEEDS TO BE REVISED PER FBC 108.3.
  
 ** PLEASE KNOW PLANS INDICATED NEW ADDITION FROM
 EXISTING BUILDING AS A SEPARATE BUILDING.
  
  
  
  
  
  
  
  
  
 **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 5 Status P Date 2008-04-22 Cont ID  
Sent By dpalmer Date 2008-04-22 Time 15:10 Rev Time 0.00
Received By dpalmer Date 2008-04-22 Time 15:11 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2008-02-10 Cont ID  
Sent By dpalmer Date 2008-02-10 Time 09:39 Rev Time 0.00
Received By dpalmer Date 2008-02-10 Time 09:30 Sent To  
Notes
2008-03-06 13:38:074X PLAN REVIEW FEE IS REMOVED PENDING STATE RULING.
2008-02-11 09:39:44** DENIED 4TH REVIEW **
  
 ** PLEASE SEE THE FOLLOWING NOTES.SOME OF THESE NOTES
 ARE THE SAME EXACT NOTES FROM PREVIOUS REVIEW AND SOME
 ARE NEW BASED ON CHANGES MADE TO PLANS WHICH WERE NOT
 PART OF PREVIOUS PLANS.
  
 1) NOTE: PLEASE SEE THE WIND LOAD CALCULATIONS WHICH
 WERE SUBMITTED BACK ARE THE EXACT SAME AS PREVIOUSLY
 SUBMITTED WITH THE SAME DATE AND PHOTO-COPIED SIGNATURE
 BY THE ENGINEER. ARCHITECTURAL ALLIANCE INC EVEN HAS
 *SHOP DRAWING REVIEW STAMP* DATED 1/25/08 WHICH STATES
 A NOTE THAT THEY NEED TO BE SIGNED AND SEALED. THIS
 SAME COMMENT WITH RESPECT TO FLORIDA STATUTES 471.025
 AND FLORIDA ADMINISTRATIVE CODE 61G15-23.002 HAS BEEN
 MADE ON PREVIOUS REVIEWS AND IS STILL NOT BEING DONE.
 THIS OFFICE IS LEFT WITH NO CHOICE TO TURN DOCUMENTS
 OVER TO THE FLORIDA BOARD OF PROFESSIONAL ENGINEERS AND
 PROSECUTING ATTORNEYS FOR THE BOARD. THIS REVIEWER HAS
 STATED ON ALL PREVIOUS REVIEWS THAT IF THERE WERE ANY
 QUESTIONS WITH RESPECT TO THIS TO PLEASE CONTACT THIS
 OFFICE HOWEVER NO CONTACT BY THIS DESIGNER HAS BEEN
 MADE.
  
 2) NOTE: PLEASE SUBMIT THE REQUIRED DOCUMENTS FOR THE
 PROPOSED UPS FOR EMERGENCY BACK UP FOR REQUIRED EGRESS
 LIGHTING.
 THE SHEET NOW SUBMITTED DOES NOT CONTAIN ANY LISTING
 FROM ANY NATIONALLY RECOGNIZED TESTING LABORATORY
 (NRTL).
 THE SHEET SUBMITTED STATES 120 OR 277VOLTS ONLY. SOME
 HAND DRAWN CHANGES HAVE NOW BEEN MADE TO THIS
 INDICATING 240V. IF THE MANUFACTURE DOES NOT INDICATE
 THE VOLTAGE ON THEIR OWN TECHNICAL DOCUMENTS WITH
 RESPECT TO VOLTAGE OF LIGHTING ON PLANS THIS MAY NOT BE
 HAVE CHANGES MADE.
 PLEASE EXPLAIN HOW THE LIGHTING FOR STAIRS IN EGRESS
 MORE SPECIFICALLY*C* OR C1 FIXTURES MEET BACK UP AS
 COULD NOT LOCATE QUARTZ RE-STRIKE AS MENTIONED FOR
 EITHER *C* OR C1* ARE THESE FIXTURES RATED FOR OUTDOOR
 USE AS THESE ARE ALSO SHOWN FOR OUTDOOR WALL PACKS.
 THIS EQUIPMENT IS NOT ACCEPTED AT THIS TIME.
 LS 101 7.8, 7.9, NEC 110.3, 90.7
  
 3) NOTE: *** NEW NOTE **
 THIS COMMENT COULD NOT HAVE BEEN MADE ON PREVIOUS PLANS
 AS RISER WAS REVISED.
 PLEASE SEE RISER NOW SHOWS A NEW MAIN 5 OF 5 TO NEW
 WIREWAY *A* YET THE SERVICE ENTRANCE CONDUCTORS FOR NEW
 ADDED LOAD AND NEW MAIN WAS NOT INCREASED??? THE NEW
 LOAD SHOWN FOR THE NEW WIREWAY *A* IS SHOWING A LOAD OF
 437AMPS ALONE.
 PLEASE SEE 240.4, 310.16 AS SERVICE IS OVER 800AMPS,
 THE LOAD IS OVER 840AMPS WHICH IS THE RATING OF THE
 SERVICE ENTRANCE CONDUCTORS AS SHOWN.
 ** ANY FUTURE LOADS?
 240.4,310.16,110.14 ETC
 FBC 106.3.5.1.2, 106.1.2 FOR ADDITIONAL INFORMATION AND
 COORDINATION.
  
 4) NOTE: PLEASE EXPLAIN WHY THE AREAS WHERE NEW
 SERVICE, NEW EQUIPMENT, NEW PANELS AND NEW UPSE IS
 HATCHED AS TO LEND TO THIS SCOPE OF WORK NOT PART OF
 THIS SET OF PLANS OR SCOPE OF WORK.
 PLEASE ALSO SEE THE SHEET E3.1 DOES NOT NOW SHOW THE
 PANELS LD OR LE FROM WIREWAY *A*.PANEL LC IS SHOWN
 AND LABELED. THIS CAN NOT BE ASSUMED.
 PLEASE COORDINATE AND SHOW ALL.
 110.26, 240.24,
 FBC 106.3.5.1.2, 106.1.2 FOR COORDINATION AND
 ADDITIONAL INFORMATION.
  
 5) NOTE: PLEASE SEE EXTERIOR LIGHTING POWER ALLOWANCES
 ARE STILL NOT COMPLETE. PLEASE SEE 13-415.2.ABC.1.3.
 PLEASE SEE THE PLANS DO NOT CORRELATE THE FIXTURE
 LEGENDS ETC
 PLEASE SEE FOR EXAMPLE:
 SHEET 1.1 AND 1.2 WHICH IS THE SITE LIGHTING PLANS
 SHOWS *A* FIXTURES, YET THE FIXTURE LEGEND INDICATES
 THESE AS INTERIOR 400A HIGH BAYS. HOW IS THIS
 POSSIBLE?
 SHEET 1.1 AND 1.2 SHOWS EXTERIOR WALL LIGHT FIXTURES AS
 *C* YET SHEET 2.1 SHOWS THESE SAME FIXTURES AS *C1*.
 THE FIXTURE LEGEND DOES NOT CONTAIN ANY *C* FIXTURES.
 AS THERE ARE THERE STILL QUESTIONS AND ITEMS NOT
 COMPLETE PLEASE BE SURE TO GO OVER ALL ITEMS BEFORE
 RESUBMITTING PLANS.
  
 6) NOTE: PLEASE SEE THE REVISED DETAIL ON E0.1 DOES NOT
 PROVIDE INFORMATION FOR TIME CLOCK TYPE AND BACK UP PER
 13-415.1.ABC.1.4.
 PLEASE SEE ONLY ONE OF TWO METHODS ARE PERMITTED OR
 BOTH MAY BE DONE. WHERE IS ASTRONOMICAL TIME CLOCK?
 WHERE IS BACK UP FOR TIME CLOCK FOR THE REQUIRED
 10HRS?
  
 7) NOTE: PLEASE SEE FS 553.80(2)(B) WITH RESPECT TO
 REPEAT COMMENTS FOR CODE COMPLIANCE. THE CODE
 COMPLIANCE FOR LIGHTING CALCULATIONS AND SPECIFIC CODE
 SECTIONS 13-415.2, 13-415.2.ABC.1.3 HAVE BEEN REPEATED
 FOR THE LAST THREE REVIEWS AND BACK TO THE ORIGINAL
 REVIEW ALSO.
 PLEASE SEE A FEE AS REQUIRED BY FLORIDA STATUTES AS
 NOTED ABOVE IS ASSESSED. IT IS RECOMMENDED A MEETING BE
 HELD TO GO OVER COMMENTS BEFORE PLANS ARE RESUBMITTED
 FOR THE 5TH REVIEW. PLANS DO NOT COORDINATE ETC AS
 NOTED ABOVE.
 THIS FEE OF $53,299.87 IS DUE BEFORE NEXT RE-SUBMITTAL
 AS REQUIRED UNDER THE FLORIDA STATUTE.
  
 ONCE AGAIN IF THERE ARE ANY QUESTIONS, PLEASE CALL TO
 GO OVER. IF A MEETING IS NEEDED TO SIT DOWN AND GO OVER
 COMMENTS ARE CLEAR PLEASE DO NOT HESITATE IN CONTACTING
 THIS OFFICE.
  
 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 2007-12-04 Cont ID  
Sent By dpalmer Date 2007-12-04 Time 09:56 Rev Time 0.00
Received By dpalmer Date 2007-12-03 Time 18:59 Sent To  
Notes
2007-12-04 09:57:03** DENIED 3RD REVIEW **
  
 ** PLEASE SEE SOME COMMENTS FROM PREVIOUS REVIEW ARE
 STILL IN NEED OF ADDRESSING ALONG WITH SOME NEW
 COMMENTS BASED ON REVISED PLANS/INFORMATION ETC.
  
 1) NOTE: PLEASE SEE SPECIFIC COMMENTS ON THE TWO
 PREVIOUS REVIEWS FOR THE CODES AND THE RELEVANT
 EDITIONS TO THE CODES TO BE STATED ON PLANS. THIS WAS
 DONE ON ARCHITECTURAL SHEETS HOWEVER NOT THE ELECTRICAL
 SHEET E0.1.
 PLEASE SEE ONLY ONE CODE WAS UPDATED.
 PLEASE KNOW THE FLORIDA BUILDING CODE AND RECORD PLANS
 ARE REQUIRED TO HAVE THE EDITION STATED ON PLANS. MAY
 NOT QUOTE THE LATEST EDITION AS PERMIT APPLICATION
 DATES DO NOT ALWAYS CORRELATE WITH THE LATEST ADOPTED
 EDITION.
 PLEASE MAKE SURE THE FOLLOWING ARE STATED ON ELECTRICAL
 COVER SHEET.
 2005 NFPA-70 (DONE)
 2003 NFPA-101
 2002 NFPA-72
  
 2003 NFPA-20. (IF FIRE SPRINKLER SYSTEM IS NOT PART OF
 THE DESIGN OR RESPONSIBILITY OF KAMM CONSULTING, THEN
 PLEASE FORWARD THIS PART OF THE COMMENT TO THE FIRE
 SPRINKLER DESIGNER AS THE FP SHEETS DO NOT CONTAIN ANY
 CODE REFERENCE TO NFPA-20.
  
 2) NOTE:THIS IS NOT A KAMM CONSULTING COMMENT. PLEASE
 SEE THE FP SHEETS DO NOT CONTAIN THE INFORMATION FOR
 RUN TIME OF FIRE PUMP AND FUEL CONSUMPTION AS
 PREVIOUSLY REQUESTED.
 PLEASE SEE PREVIOUS REVIEW NOTE #4.
 PLEASE PROVIDE WHERE THIS INFORMATION IS LOCATED.
 PLEASE SEE NOTE FROM FIRE REVIEW ALSO.
  
 3) NOTE: THIS IS NOT A KAMM CONSULTING COMMENT. PLEASE
 SEE LANDSCAPE SHEETS AND TITLE BLOCKS ARE STILL IN NEED
 OF ADDRESSING. PLEASE SEE SHEET L-1 FOR EXAMPLE: PLEASE
 SEE THE TITLE BLOCK CONTAINS THE PRINTED NAME OF MR.
 HUGH JOHNSON WHICH IS WHO SEALED THE PLANS. PLEASE SEE
 THE PRINTED LICENSE NUMBER DIRECTLY UNDER MR. JOHNSON'S
 PRINTED NAME IS NOT THAT OF THE LICENSE NUMBER IN
 RAISED SEAL FOR MR. JOHNSON ON SHEET. THE NUMBER LISTED
 IS * # C000237*. WHEN THIS NUMBER WAS SEARCHED FOR
 DBPR, NO RETURNS OR MATCHES CAME BACK. PLEASE CORRECT
 AND ADJUST THIS TITLE BLOCK AS PREVIOUSLY NOTED. FAC
 61G10-11, 61G1-16.004, FS 471.219
  
 4) NOTE: THIS IS NOT A KAMM CONSULTING COMMENT. PLEASE
 SEE THE WIND LOAD CALCULATIONS WHICH WERE SUBMITTED ARE
 NOT ORIGINAL SIGNED, AND DATED. IN FACT THESE AS
 SUBMITTED CONTAIN A RAISED SEAL OVER A PHOTO-COPIED
 SIGNATURE WHICH IS NOT PERMITTED UNDER FS 471.023
 PLEASE PROVIDE AS PREVIOUSLY NOTED.
  
 5) NOTE: PLEASE COMPLETE THE LIGHTING POWER DENSITY
 CALCULATIONS PER 13-415.2.
 PLEASE SEE FIXTURE LEGEND SHOWS A FIXTURE *D* AS WELL
 AS PLANS HOWEVER THE CALCULATIONS ON SHEET E2.1 DO NOT
 CONTAIN ANY *D* FIXTURE(S).
 PLEASE SEE NO EXTERIOR LIGHTING ALLOWANCES WERE
 SUBMITTED. 13-415.2.ABC.1.3
  
 6) NOTE: PLEASE SEE NO SPEC/CUT SHEETS WERE SUBMITTED
 FOR THE UPSE INVERTER FOR THE EMERGENCY BACK UP
 LIGHTS.
 PLEASE SEE NO TIMES FOR THE MINIMUM REQUIRED BACK UP
 WAS PROVIDED. AT THE TIME OF THIS REVIEW THE
 INFORMATION WAS NOT READILY LOCATED ON THE WEB. PLEASE
 SEE NFPA-101 7.8 AND 7.9 AS THE TIME FOR BACK UP OF THE
 EGRESS LIGHTING FIXTURES AND UN-INTERRUPTIBLE POWER IN
 HID FIXTURES IS OF CONCERN AT THIS TIME.
  
 7) NOTE: PLEASE SEE THE MINIMUM CLEARANCES IN THE NEW
 ELECTRICAL ROOM FOR ACCESS/EGRESS. PLEASE SEE THE RISER
 IS INDICATING THE UPSE WITH ONLY ABOUT ONE FOOT OF ROOM
 FROM WALL TO UNIT FOR ACCESS AND EGRESS.
 PLEASE SEE THE APPARENT WALL LAYOUTS ON THE ELECTRICAL
 PLANS DO NOT PROVIDE THE NEEDED ROOM. THE WALL LAYOUTS
 AND ACCESS ON A-SHEETS SEEM TO PROVIDE MORE ROOM BUT
 NOT COMPLETELY CLEAR.
 110.26
  
  
  
 ** 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.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
2007-12-03 18:59:19IN ELEC FOR REVIEW.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2007-07-18 Cont ID  
Sent By dpalmer Date 2007-07-18 Time 12:13 Rev Time 0.00
Received By dpalmer Date 2007-07-18 Time 07:03 Sent To I
Notes
2007-07-18 12:13:352007-07-18 12:13:35
  
 ****** UNSAT2ND REVIEW *****
  
 ** PLEASE SEE THAT THERE ARE COMMENTS FROM PREVIOUS
 REVIEW WHICH ARE STILL IN NEED OF ADDRESSING.
  
 ** PLEASE SEE THERE ARE SOME COMPLETELY NEW COMMENTS AS
 THERE HAVE BEEN MANY CHANGES TO THE ELECTRICAL RISER
 DIAGRAM.
  
  
  
 1) NOTE:PLEASE SEE PREVIOUS REVIEW NOTE WITH RESPECT
 TO CODES REQUIRED. PLEASE SEE SOME OF THESE WERE ADDED
 TO THE COVER SHEET HOWEVER NOT ON THE TRADE SHEETS ALSO
 AS NEEDED.
 PLEASE SEE THE COVER SHEET INDICATE 2005 NFPA-70, THEN
 WHERE THE PLANS MENTIONS NATIONAL ELECTRICAL CODE IT
 SAYS *LATEST EDITION*?
 PLEASE SEE THE CODE BELOW ARE REQUIRED FOR RELEVANT
 SHEETS.
  
 ** PREVIOUS REVIEW NOTE **
 PLEASE SEE THAT PLANS HAVE BEEN SUBMITTED FOR PERMIT
 AFTER DECEMBER 8TH, 2006 WHICH PLACES PROJECT UNDER THE
 NEW CODES.
 PLEASE SEE THE FOLLOWING SHALL BE STATED ON THE
 ARCHITECTURAL CS COVER SHEET. PLEASE ALSO BE SURE THE
 TRADES REFLECT THE CODES RELEVANT TO THEIR DESIGNS ON
 RESPECTIVE SHEETS.
 2004 FBC W/ 2006 REVISIONS (ALL TRADES).
 2005 NFPA-70
 2003 NFPA-101
 2002 NFPA-72
 2003 NFPA-20
  
  
 2) NOTE: PLEASE SEE THE TITLE BLOCKS FOR MANY OF THE
 SHEETS WHICH CONTAINS *ARCHITECTURAL ALLIANCE* ARE NOT
 CORRECTED.PLEASE SEE SOME SHEETS STILL INDICATE A
 *CERTIFICATE OF CORPORATION NUMBER WHICH WAS IN FACT
 THE OLD CERTIFICATE OF AUTHORIZATION NUMBER WHICH IS
 NOW NULL AND VOID WITH THE STATE.
 PLEASE SEE SOME S SHEETS, C SHEETS, L SHEETS ETC.
 PLEASE SEE THE ATTACHED PRINT OUT FROM THE DEPARTMENT
 OF BUSINESS AND PROFESSIONAL REGULATION WHICH SHOWS
 THIS.
 PLEASE SEE THAT THE LANDSCAPE SHEETS ARE ALSO NOT
 CORRECT. PLEASE SEE THE PRINTED LICENSE NUMBER FOR THE
 LANDSCAPE ARCHITECT IS NOT IN THE TITLE BLOCKS FOR THIS
 ARCHITECT. THE NUMBER IN THE INDIVIDUALS TITLE BLOCK IS
 ACTUALLY THAT OF THE LANDSCAPE FIRM. PLEASE SEE THE
 NUMBER AS LISTED FOR THE LANDSCAPE FIRM IS NOT VALID.
 PLEASE SEE AN ADDITIONAL PRINT OUT FROM DBPR WITH THE
 INFORMATION FOR LANDSCAPE FIRM AND NULL AND VOID
 LICENSE.
 PLEASE SEE THE SECTIONS BELOW WHICH WERE GIVEN ON THE
 PREVIOUS REVIEW.
 FAC 61G1-16.004,FLORIDA STATUTES 481.219
 PLEASE SEE SEVERAL SHEETS IN BOTH SETS WHICH CONTAIN
 MISPRINTED INFORMATION.
  
 3) NOTE: PLEASE SEE PREVIOUS REVIEW NOTES WITH RESPECT
 TO FIRE SPRINKLER SHEETS AND THE INFORMATION NEEDED ON
 TITLE BLOCKS. PLEASE SEE THESE ARE STILL MISSING THE
 REQUIRED CERTIFICATE OF AUTHORIZATION NUMBER FOR SAID
 FIRM. PLEASE SEE THE RESPONSE FROM FS COMPANY MENTIONS
 INFORMATION PROVIDED. PLEASE SEE ONLY SOME OF THE
 INFORMATION FROM THE PREVIOUS REVIEW WAS DONE.
 *** PLEASE SEE THE RESPONSE LETTER FROM THE FIRE
 SPRINKLER COMPANY IS CONFUSING. PLEASE SEE THE RESPONSE
 IS ADDRESSED TO A CAPTAIN JAY WESTBROOKE AND REFERENCES
 A PROJECT LISTED AT 6751 DISCOVERY BLVD. PLEASE KNOW
 THE CITY OF WEST PALM BEACH DOES NOT HAVE EITHER OF THE
 ABOVE. PLEASE SEE MOST OF THE RESPONSES SEEM TO BE
 RELEVANT TO THE ELECTRICAL REVIEW AND FIRE REVIEW, BUT
 SOME DO NOT.
 PLEASE PROVIDE ANY RESPONSE LETTERS TO THIS AHJ FOR
 THESE REVIEW COMMENTS.
 THIS SEEMS TO HAVE BEEN MIXED UP WITH ANOTHER PROJECT
 THAT PERHAPS THIS FIRM IS WORKING ON??
 PLEASE SEE COMMENTS BELOW WITH RESPECT TO FIRE PUMP AND
 REVIEW NOTES.
 PLEASE SEE FAC 61G15-23.002, FS 471.023
  
 4) NOTE: PLEASE SEE PREVIOUS REVIEW NOTE #8 WHICH IS
 BELOW REQUESTED FOR THE MANUFACTURES SPECS/CUT SHEETS
 TO BE SUBMITTED FOR THE FIRE PUMP, FIRE PUMP CONTROLLER
 ETC, YET NO INFORMATION WAS SUBMITTED.?
 PLEASE SEE THE RESPONSE FROM THE FS DESIGNER MENTIONS
 THIS IS TO BE PROVIDED HOWEVER NO INFORMATION WAS
 SUBMITTED?
 PLEASE SEE NO INFORMATION WAS SUBMITTED FOR THE TIMES
 AND FUEL CONSUMPTION ETC COULD BE LOCATED ON FS PLANS.
 THE PREVIOUS NOTE IS BEING LEFT BELOW FOR INFORMATION
 NEEDED AND AS STATED ON PREVIOUS REVIEW.
  
 ** PREVIOUS REVIEW NOTE **
 PLEASE SUBMIT ALL MANUFACTURES SPECS/CUT SHEETS FOR
 THE FIRE PUMP. PLEASE SEE NFPA-20 2003. 110.3, 90.7.
 CHAPTER 11 AND 12 OF NFPA-20
 FBC 106.1.2
 PLEASE SEE MINIMUM TIME, FUEL CONSUMPTION IS TO BE
 STATED ON PLANS. THIS MAY ALSO BE IN FIRE REVIEWS
 COMMENTS.
 AS SHOWN DIESEL DRIVEN AND THE AMOUNT OF FUEL REQUIRED
 WHICH EQUALS 1GAL PER HP PER HOUR PLUS 5% FOR SUMP AND
 5% FOR EXPANSION. PLEASE SEE THE FOLLOWING THE CODE.
 11.4.3.1 FUEL SUPPLY TANK(S) SHALL HAVE A CAPACITY AT
 LEAST EQUAL TO 5.07 L PER KW (1 GAL PER HP), PLUS 5
 PERCENT VOLUME FOR EXPANSION AND 5 PERCENT VOLUME FOR
 SUMP AND THE COMMENTARY SECTION AS FOLLOWS.
  
 5) NOTE: PLEASE SEE PLANS HAVE NOW BEEN CORRECTED FOR
 CORRECT WIND LOADS ON POLES HOWEVER PLANS AND
 SUPPORTING DOCUMENTS DO NOT CONTAIN ANY INFORMATION FOR
 POLES, EFFECTIVE PROJECTED AREA (EFA) AND CALCULATIONS
 AS NEED FOR REVIEW.
 EVEN IF THIS INFORMATION FOR WIND LOAD CALCULATIONS IS
 NOT DIRECTLY DONE BY KAMM CONSULTING.
 PLEASE PROVIDE: FBC 106.1.2
  
 ** PREVIOUS REVIEW NOTE **
 ** PLANS INDICATE WIND LOADS FOR LIGHT POLES AT
 120MPH?
 PLEASE ALSO SEE SETS CONTAIN A SHEET WITH NO NUMERICAL
 DESIGNATION WHICH APPEARS TO BE THE SAME AS SHEET E1.1?
 PLEASE VERIFY AND REMOVE AS NEEDED.
 * PLEASE PROVIDE ALL MINIMUM WIND LOADING FOR SITE
 LIGHTING LIGHT POLES, AND THAT OF THE POLES ON GARAGE
 ROOF STRUCTURE. PLEASE KNOW A DETAIL ON HOW THESE WILL
 BE ATTACHED ON PARKING DECK OF THE GARAGE AND POLE
 DETAIL FOR GROUND MOUNTED/BURIED POLES WILL BE
 REQUIRED. PLEASE KNOW ALL SHOW MEET THE FBC 140MPH
 (3SEC GUST) 120MPH SUSTAINED.
  
 THE STRUCTURAL CALCULATIONS WILL BE REVIEWED BY THE
 BUILDING PLAN REVIEWER.
 FBC 106.1.2 ADMIN SECT.
  
 6) NOTE:PLEASE SEE RISER IS NOW SHOWING AN *EQUIPMENT
 GROUNDING CONDUCTOR* TO THE FIRST MEANS OF DISCONNECT
 AS SHOWN FOR NEW MAIN FOUR. PLEASE SEE 250.6 AND 250.24
 AS THIS IS NOT PERMITTED AND CREATES OBJECTIONABLE
 CURRENTS.
  
 7) NOTE:PLEASE SEE NOT ENOUGH INFORMATION FOR
 REQUIRED FBC CHAPTER 13 LIGHTING CONTROLS ETC WAS
 SUBMITTED.
 PLEASE SEE RESPONSE LETTER MENTIONS THIS WILL BE DONE
 LATER UNDER A SEPARATE PERMIT HOWEVER THE BASE BUILDING
 WILL BE REQUIRE TO SHOW MINIMUM CODE COMPLIANCE AT THIS
 TIME. PLEASE SEE THAT THE OTHER WORK MAY OR MAY NOT BE
 PERMITTED AND WHEN THIS WORK IS PERMITTED IS NOT KNOWN
 OR CONFIRMED ETC.
 PLEASE KNOW THE MINIMUM AS DESIGNED AND REQUIRED CAN
 ALWAYS BE REVISED AT A LATER DATE.
 PLEASE SEE THAT PLANS STATE A NOTE THAT THE LIGHTING
 PERFORMANCE MEETS 13-415.2. PLEASE KNOW THAT PLANS
 SHALL NOT CONTAIN NOTES WHICH STATE CODES, DESIGNS ETC
 IN LIEU OF REQUIRED MINIMUM DESIGNS AND INFORMATION
 NEEDED ON PLANS.
 PLEASE SHOW AND INDICATE METHODS FOR THE CALCULATIONS.
 PLEASE SHOW THE ALLOWANCES, DESIGNS ETC. PLEASE SEE
 THIS INCLUDES EXTERIOR LIGHTING AS WELL.
 PLEASE SEE 13-415.1.ABC.1.1, .1.2 AND .1.3
 PLEASE SEE 13-415.2, 13-415.2.ABC.1.3
  
 ** PREVIOUS REVIEW NOTE FOR REFERENCE**
 PLEASE SEE THE 2004 FBC W/ 2006 REVISIONS FOR CHAPTER
 13. AT THIS TIME THERE ARE SEVERAL ITEMS MISSING FOR
 REVIEW.
 PLEASE SEE NO SCHEDULING OF SYSTEM WAS SUBMITTED.
 PLEASE SEE NO INFORMATION ON A SYSTEM WAS SUBMITTED.
 PLEASE SEE NO OVER RIDE DEVICES AT THE POINTS OF
 EGRESS/INGRESS INTO SPACE FROM ENTRANCE WIN WHICH THE
 OCCUPANT CAN SEE THE LIGHTING WHICH IS BEING
 CONTROLLED.
 PLEASE SEE NO TIMES ON ANY OVER RIDE DEVICES AND TYPES
 OF DEVICES.
 PLEASE SEE MISSING ENERGY CALCULATIONS.
 PLEASE SEE MISSING LIGHTING PERFORMANCE CALCULATIONS.
 PLEASE SEE MISSING CERTIFICATIONS PER DESIGNER(S) OF
 RECORD.
 PLEASE SEE MISSING VOLTAGE DROP CALCULATIONS FOR
 LONGEST RUNS.
 PLEASE SEE 13-103.1, 13-415.1ABC.1, 13-415.1.ABC.1.1,
 .1.2 AND .1.3, 13-415.1.AB.1.1, 13-415.1..A, .B AND .C,
 13-415.2 AND TABLES UNDER THE NEW 2006 REVISIONS. ETC.
  
 8) NOTE:PLEASE SEE PREVIOUS NOTE WITH RESPECT TO
 EGRESS LIGHTING. PLEASE SEE THERE ARE LIGHTING LEVELS
 SUBMITTED BACK HOWEVER PLEASE SEE THE LEVELS FOR STAIRS
 COULD NOT BE LOCATED AS THE LIFE SAFETY CODE REQUIRES
 10FCS UNDER NORMAL AND THEN PERMITS AN AVERAGE DOWN TO
 1FC UNDER EMERGENCY CONDITIONS. PLEASE SEE THAT THIS IS
 REQUIRED FOR EGRESS PATHS TO THE PUBLIC RIGHT OF WAY.
 PLEASE SEE NFPA-101 7.8, 7.9. 7.8.1.3, 7.9.2.2
  
 9) NOTE: PLEASE SEE RESPONSE FOR PREVIOUS NOTE #15
 MENTIONS CUT SHEETS AND SPECS TO BE PROVIDED HOWEVER
 NONE WERE SUBMITTED.
 PLEASE SEE THE PREVIOUS REVIEW NOTES.
  
 ** PREVIOUS REVIEW NOTE **
 PLEASE COMPLETE CIRCUITING ON PLANS. PLEASE SEE
 700.12F FOR CIRCUITING OF EMERGENCY LIGHTING AND EXIT
 LIGHTING. EXCEPTIONS ARE PERMITTED HOWEVER AT THIS TIME
 NOT ENOUGH INFORMATION IS PROVIDED FOR THE LIGHTING.
 PLEASE SUBMIT THE MANUFACTURES SPECS/CUT SHEETS ON THE
 PROPOSED UPSE.
 110.3, 90.7
 FBC 106.1.2
  
 10) NOTE: PLEASE SEE PREVIOUS NOTE #17 AS THIS REQUIRED
 ALL CONTINUOUS LOADS TO BE SHOWN AT 125%. THIS COULD
 NOT BE LOCATED ON PLANS AND NOT ON THE SHEET WHICH
 RESPONSE LETTER MENTIONS TO SEE. (5.1)
 ** PREVIOUS REVIEW NOTE **
 PLEASE SHOW ALL CONTINUOUS LOADS AT 125%. 215.3,
 230.42
  
 11) NOTE: PLEASE SEE THE PREVIOUS REVIEW NOTE #19. AS
 THIS WAS RESPONDED BY THE FIRE SPRINKLER DESIGNER WHICH
 STATED A RESPONSE HOWEVER PLEASE PROVIDE THE MINIMUM
 INFORMATION ON THE FS PLANS. PLEASE SEE COMMENTS ABOVE
 WITH RESPECT TO OTHER INFORMATION NEEDED ON THESE SAME
 PLANS.
 ** PREVIOUS REVIEW NOTE**
 PLEASE PROVIDE MORE INFORMATION FOR THE FIRE PUMP ROOM
 AS REQUIRED PER NFPA-20 CHAPTER 5. 5.12.5 FOR
 VENTILATION.
 5.12.6* DRAINAGE.
 5.12.6.1 FLOORS SHALL BE PITCHED FOR ADEQUATE DRAINAGE
 OF ESCAPING WATER AWAY FROM CRITICAL EQUIPMENT SUCH AS
 THE PUMP, DRIVER, CONTROLLER, AND SO FORTH.
 11.3.1 PUMP ROOM DRAINAGE. THE FLOOR OR SURFACE AROUND
 THE PUMP AND ENGINE SHALL BE PITCHED FOR ADEQUATE
 DRAINAGE OF ESCAPING WATER AWAY FROM CRITICAL
 EQUIPMENT, SUCH AS PUMP, ENGINE, CONTROLLER, FUEL TANK,
 AND SO FORTH.
 11.3.2* VENTILATION.
 11.3.2.1 VENTILATION SHALL BE PROVIDED FOR THE
 FOLLOWING FUNCTIONS:
 (1)TO CONTROL THE MAXIMUM TEMPERATURE TO 49?C
 (120?F) AT THE COMBUSTION AIR CLEANER INLET WITH ENGINE
 RUNNING AT RATED LOAD
 (2)TO SUPPLY AIR FOR ENGINE COMBUSTION
 (3)TO REMOVE ANY HAZARDOUS VAPORS
 (4)TO SUPPLY AND EXHAUST AIR AS NECESSARY FOR
 RADIATOR COOLING OF THE ENGINE WHEN REQUIRED
  
 11.3.2.2 THE VENTILATION SYSTEM COMPONENTS SHALL BE
 COORDINATED WITH THE ENGINE OPERATION.
 11.3.2.3* AIR SUPPLY VENTILATOR.
 11.3.2.3.1 THE AIR SUPPLY VENTILATOR SHALL BE
 CONSIDERED TO INCLUDE ANYTHING IN THE AIR SUPPLY PATH
 TO THE ROOM.
 11.3.2.3.2 THE TOTAL AIR SUPPLY PATH TO THE PUMP ROOM
 SHALL NOT RESTRICT THE FLOW OF THE AIR MORE THAN 5.1 MM
 WATER COLUMN (0.2 IN. WATER COLUMN).
 ETC.
 FBC 106.1.2, 106.3.5.1.2
  
 12) NOTE: PLEASE SEE PANEL E IS BEING SHOWN AS 277/480V
 WHICH IS NOT POSSIBLE AS THIS IS BEING SHOWN BEING FED
 FROM A 120/240 DELTA SERVICE. DOES THE UPS EQUIPMENT
 CONTAIN A STEP UP TRANSFORMER?
 PLEASE SEE THE RISER SHEET NOTE FOR THE 15K UPS ONLY
 STATES 120/240 IN AND 120/240 OUT.
 PLEASE CLARIFY.
  
 13) NOTE: PLEASE CLARIFY PANEL LB AS THIS PANEL IS
 BEING SHOWN AS 120/208V AND IS NOTED AS A DELTA PANEL?
 HOW IS THIS POSSIBLE?
 PLEASE COORDINATE>
 FBC 106.1.2, 106.3.5.1.2
  
 14) NOTE: PLEASE SEE PLANS INDICATE *HASH* LINES FOR
 AREAS WHERE THERE IS NOT SUPPOSE TO BE ANY WORK OR AT
 LEAST THAT IS WHAT PLANS INDICATES. PLEASE SEE AREAS
 WHERE NEW PANELS AND EQUIPMENT IS BEING ADDED SHOULD
 NOT CONTAIN ANY (HASHED LINES) AS THESE AREAS DO
 INCLUDE SEVERAL ITEMS OF NEW ELECTRICAL EQUIPMENT ETC.
 PLEASE ADJUST PLANS FOR THESE AREAS WHERE WORK IS BEING
 DONE.
 FBC 106.1.
  
 15) NOTE: PLEASE SEE A NOTICE TO FS 553.80(2)(B) IS
 BEING GIVEN AS SOME OF THE COMMENTS ARE BEING REPEATED
 FROM PREVIOUS 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]
2007-07-18 07:04:312007-07-18 07:04:31
 PLANS REMOVED FROM INCOMING AND IN ELECTRICAL FOR
 REVIEW. PLANS WILL RETURN TO INCOMING WAITING FOR COMM
 BOARD WHEN REVIEW IS COMPLETED.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2007-03-24 Cont ID  
Sent By dpalmer Date 2007-03-24 Time 19:39 Rev Time 0.00
Received By dpalmer Date 2007-03-24 Time 18:03 Sent To  
Notes
2007-03-24 19:46:37** PLANS WERE REMOVED FROM ZONING AND ARE BEING
 RETURNED TO ZONING.
2007-03-24 19:39:50 
  
 ****** UNSAT *****
  
 ** PLEASE KNOW THAT ANY REFERENCE TO THE FBC CHAPTER 1
 IN THE PLAN REVIEW COMMENTS CAN BE FOUND IN THE
 ADMINISTRATIVE SECTION OF THE 2004 FBC AS ADOPTED BY
 THE CITY OF WEST PALM BEACH.
  
 ** PLEASE SEE THAT THERE COMMENTS MADE TO SHEETS OTHER
 THAN ELECTRICAL BY THIS REVIEW. THESE COMMENTS ARE
 REQUIRED WHETHER OR NOT COMMENT IS MADE BY ANY OTHER
 TRADE.
  
 ** IMPORTANT**
 ONLY ONE SET OF PLANS WILL BE RETURNED.
 DUE TO MANY OF THE COMMENTS BELOWAND THE TYPE OF
 COMMENTS, ONE COMPLETE SET OF PLANS ARE BEING RETAINED
 BY THIS OFFICE.
  
 1) NOTE: PLEASE SEE FAC 61G17 AND FS 472.025 AS THE
 SURVEY SHEETS ARE REQUIRED TO CONTAIN AN ORIGINAL
 SIGNATURE AND DATE. SHEET CONTAINS A RAISED SEAL OVER A
 PHOTO-COPIED SIGNATURE WHICH IS NOT PERMITTED.
 STATEMENT ON TITLE BLOCK MENTIONS NOT VALID WITHOUT
 SIGNATURE.
  
 2) NOTE: PLEASE SEE THE SHEETS FROM BUTLER
 MANUFACTURING COMPANY DO NOT CONTAIN ANY TITLE BLOCK
 FOR THE ENGINEER.
 PLEASE SEE FAC 61G15-23.002.
 PLEASE ALSO KNOW IF THE ENGINEER IS EMPLOYED BY THE
 SAID COMPANY AND COMPANY IS OFFERING ENGINEERING
 SERVICES, THEN A CERTIFICATE OF AUTHORIZATION NUMBER IS
 REQUIRED FOR SAID FIRM.
 PLEASE SEE FS 471.023.
 PLEASE SEE THE SHEETS DO NOT CONTAIN ORIGINAL
 SIGNATURES ARE REQUIRED PER FS 471.025 AND FAC
 61G15-23.002. THESE CONTAIN A RAISED SEAL OVER A
 PHOTO-COPIED SIGNATURE IN BOTH SETS.
 **THIS IS REQUIRED WHETHER OR NOT COMMENT IS MADE BY
 OTHER TRADES.
  
 3) NOTE: PLEASE SEE THE FIRM ARCHITECTURAL ALLIANCE IS
 MISSING INFORMATION ON TITLE BLOCKS AS REQUIRED PER FAC
 61G1-16.004. PLEASE SEE MISSING FIRM LICENSE NUMBER,
 ALSO KNOWN AS THE CERTIFICATE OF AUTHORIZATION NUMBER.
  
 PLEASE SEE FLORIDA STATUTES 481.219 WHICH REQUIRES
 THIS.
 ** REQUIRED FOR ALL SHEETS WHICH CONTAIN TITLE BLOCKS
 FOR FIRM. C, CS,, LANDSCAPE AND A SHEETS ETC.
  
 4) NOTE: PLEASE SEE THE FIRE SPRINKLER SHEETS.
 A) PLEASE SEE THE SEAL WHICH IS BEING USED BY THE
 ENGINEER IS NO LONGER VALID. PLEASE SEE RULE
 61G15-23.001 WHICH WAS CHANGED IN FEB 04 WHICH REQUIRED
 ALL ENGINEERS TO OBTAIN A NEW SEAL WITH THE WORDING
 *LICENSE* INSTEAD OF*CERTIFICATE*. THIS RULE WAS
 EXTENDED TO DECEMBER 31ST, 2005. ALL SEALS AFTER THAT
 DATE MUST CONTAIN THE NEW WORDING.
 B) PLEASE SEE THE MISSING CERTIFICATE OF AUTHORIZATION
 NUMBER FOR COMPANY.
 C) PLEASE SEE THE SEAL ITSELF IS NO SIZED AS REQUIRED
 PER FAC 61G15-23.001. THE SEAL SHALL BE A MINIMUM OF
 2INCHES.
  
 5) NOTE: PLEASE SEE THE SHEETS SIGNED BY KAMM
 CONSULTING SHALL BEAR THE SIGNATURES AS RECOGNIZED AND
 AS ON FILE WITH THIS OFFICE.
 FS 471.025.
  
 6) NOTE: PLEASE SEE FS 481.221 AND 471.025 FOR
 ARCHITECTS AND ENGINEERS.
  
 7) NOTE: PLEASE SEE THAT PLANS HAVE BEEN SUBMITTED FOR
 PERMIT AFTER DECEMBER 8TH, 2006 WHICH PLACES PROJECT
 UNDER THE NEW CODES.
 PLEASE SEE THE FOLLOWING SHALL BE STATED ON THE
 ARCHITECTURAL CS COVER SHEET. PLEASE ALSO BE SURE THE
 TRADES REFLECT THE CODES RELEVANT TO THEIR DESIGNS ON
 RESPECTIVE SHEETS.
 2004 FBC W/ 2006 REVISIONS (ALL TRADES).
 2005 NFPA-70
 2003 NFPA-101
 2002 NFPA-72
 2003 NFPA-20
  
 ** PLEASE SEE POSSIBLE COMMENTS FROM OTHER TRADES WITH
 RESPECT TO OTHER CODES REQUIRED ON PLANS.
  
 8) NOTE: PLEASE SUBMIT ALL MANUFACTURES SPECS/CUT
 SHEETS FOR THE FIRE PUMP. PLEASE SEE NFPA-20 2003.
 110.3, 90.7. CHAPTER 11 AND 12 OF NFPA-20
 FBC 106.1.2
 PLEASE SEE MINIMUM TIME, FUEL CONSUMPTION IS TO BE
 STATED ON PLANS. THIS MAY ALSO BE IN FIRE REVIEWS
 COMMENTS.
 AS SHOWN DIESEL DRIVEN AND THE AMOUNT OF FUEL REQUIRED
 WHICH EQUALS 1GAL PER HP PER HOUR PLUS 5% FOR SUMP AND
 5% FOR EXPANSION. PLEASE SEE THE FOLLOWING THE CODE.
 11.4.3.1 FUEL SUPPLY TANK(S) SHALL HAVE A CAPACITY AT
 LEAST EQUAL TO 5.07 L PER KW (1 GAL PER HP), PLUS 5
 PERCENT VOLUME FOR EXPANSION AND 5 PERCENT VOLUME FOR
 SUMP AND THE COMMENTARY SECTION AS FOLLOWS.
  
 9) NOTE: ** PLANS INDICATE WIND LOADS FOR LIGHT POLES
 AT 120MPH?
 PLEASE ALSO SEE SETS CONTAIN A SHEET WITH NO NUMERICAL
 DESIGNATION WHICH APPEARS TO BE THE SAME AS SHEET E1.1?
 PLEASE VERIFY AND REMOVE AS NEEDED.
 * PLEASE PROVIDE ALL MINIMUM WIND LOADING FOR SITE
 LIGHTING LIGHT POLES, AND THAT OF THE POLES ON GARAGE
 ROOF STRUCTURE. PLEASE KNOW A DETAIL ON HOW THESE WILL
 BE ATTACHED ON PARKING DECK OF THE GARAGE AND POLE
 DETAIL FOR GROUND MOUNTED/BURIED POLES WILL BE
 REQUIRED. PLEASE KNOW ALL SHOW MEET THE FBC 140MPH
 (3SEC GUST) 120MPH SUSTAINED.
  
 THE STRUCTURAL CALCULATIONS WILL BE REVIEWED BY THE
 BUILDING PLAN REVIEWER.
 FBC 106.1.2 ADMIN SECT.
  
 10) NOTE: PLEASE SEE THE PLANS INDICATE A NEW SERVICE
 FOR THIS SECTION OF BUILDING WHICH IS BEING FROM THE
 FIRE PUMP AND HAS ELECTRICAL CROSSED OVER TO THE OTHER
 EXISTING BUILDING AREA??
 PLEASE SEE THAT A NEW SERVICE IS NOT BEING GRANTED AT
 THIS TIME AS THIS IS NOT BEING CONSIDERED A SEPARATE
 BUILDING. ELECTRICAL SYSTEMS CROSS, FIRE PUMP IS IN
 ANOTHER SECTION OF THE STRUCTURE, SEPARATION AS
 REQUIRED PER THE FBC TO CONSIDER THIS A SEPARATE
 BUILDING IS NOT MET.
 FBC DEFINITIONS.
 NEC 230.2.
 PLEASE REVISE PLANS AND SHOW HOW AND WHERE THE POWER
 WILL BE COMING FROM IN THE EXISTING BUILDING. REVISE
 THE RISER DIAGRAM FOR NEW FEEDS FROM THE EXISTING
 SERVICE OR SERVICE BEING UPGRADED.
 PLEASE SUBMIT LOAD CALCULATIONS FOR THE NEW LOADS ON
 EXISTING SERVICE.
 PLEASE SEE COMMENTS FROM THE FIRE MARSHAL ALSO. 230.2,
 230.70, 230.72, 220.
 FBC 106.3.5.1.2
  
 11) NOTE: PLEASE SEE THE NEW FOOTER STEEL AND
 STRUCTURAL STEEL IS REQUIRED TO BE PART OF THE
 GROUNDING ELECTRODE SYSTEM OF EXISTING OR UPDATED
 EXISTING SERVICE.
 250.50.
  
 12) NOTE: PLEASE SEE 250.104 AS THE FIRE SPRINKLER LINE
 SHALL BE PART OF THE GE SYSTEM.
  
 13) NOTE: PLEASE SEE THE 2004 FBC W/ 2006 REVISIONS FOR
 CHAPTER 13. AT THIS TIME THERE ARE SEVERAL ITEMS
 MISSING FOR REVIEW.
 PLEASE SEE NO SCHEDULING OF SYSTEM WAS SUBMITTED.
 PLEASE SEE NO INFORMATION ON A SYSTEM WAS SUBMITTED.
 PLEASE SEE NO OVER RIDE DEVICES AT THE POINTS OF
 EGRESS/INGRESS INTO SPACE FROM ENTRANCE WIN WHICH THE
 OCCUPANT CAN SEE THE LIGHTING WHICH IS BEING
 CONTROLLED.
 PLEASE SEE NO TIMES ON ANY OVER RIDE DEVICES AND TYPES
 OF DEVICES.
 PLEASE SEE MISSING ENERGY CALCULATIONS.
 PLEASE SEE MISSING LIGHTING PERFORMANCE CALCULATIONS.
 PLEASE SEE MISSING CERTIFICATIONS PER DESIGNER(S) OF
 RECORD.
 PLEASE SEE MISSING VOLTAGE DROP CALCULATIONS FOR
 LONGEST RUNS.
 PLEASE SEE 13-103.1, 13-415.1ABC.1, 13-415.1.ABC.1.1,
 .1.2 AND .1.3, 13-415.1.AB.1.1, 13-415.1..A, .B AND .C,
 13-415.2 AND TABLES UNDER THE NEW 2006 REVISIONS. ETC.
  
 14) NOTE: PLEASE SEE MISSING EGRESS LIGHTING
 PHOTO-METRICS FOR EGRESS PATHS TO THE PUBLIC RIGHT OF
 WAY, INCLUDING OUTSIDE STAIRS AND INTERIOR STAIRS.
 PLEASE SEE NFPA-101 7.8, 7.9. 7.8.1.3, 7.9.2.2
  
 15) NOTE: PLEASE COMPLETE CIRCUITING ON PLANS. PLEASE
 SEE 700.12E FOR CIRCUITING OF EMERGENCY LIGHTING AND
 EXIT LIGHTING. EXCEPTIONS ARE PERMITTED HOWEVER AT THIS
 TIME NOT ENOUGH INFORMATION IS PROVIDED FOR THE
 LIGHTING.
 PLEASE SUBMIT THE MANUFACTURES SPECS/CUT SHEETS ON THE
 PROPOSED UPSE.
 110.3, 90.7
 FBC 106.1.2
  
 16) NOTE: PLEASE BE SURE ALL EQUIPMENT CONTAINS THE AIC
 RATINGS AS REQUIRED PER 110.9.
  
 17) NOTE: PLEASE SHOW ALL CONTINUOUS LOADS AT 125%.
 215.3, 230.42
  
 18) NOTE: PLEASE PROVIDE LAYOUT OF THE FIRE PUMP ROOM
 FOR LIGHTING AS REQUIRED PER 700.16, 700.12E, NFPA-101
 7.8, 7.9, NFPA-20 5.12.3, 5.12.4.
  
 19) NOTE: PLEASE PROVIDE MORE INFORMATION FOR THE FIRE
 PUMP ROOM AS REQUIRED PER NFPA-20 CHAPTER 5. 5.12.5 FOR
 VENTILATION.
 5.12.6* DRAINAGE.
 5.12.6.1 FLOORS SHALL BE PITCHED FOR ADEQUATE DRAINAGE
 OF ESCAPING WATER AWAY FROM CRITICAL EQUIPMENT SUCH AS
 THE PUMP, DRIVER, CONTROLLER, AND SO FORTH.
 11.3.1 PUMP ROOM DRAINAGE. THE FLOOR OR SURFACE AROUND
 THE PUMP AND ENGINE SHALL BE PITCHED FOR ADEQUATE
 DRAINAGE OF ESCAPING WATER AWAY FROM CRITICAL
 EQUIPMENT, SUCH AS PUMP, ENGINE, CONTROLLER, FUEL TANK,
 AND SO FORTH.
 11.3.2* VENTILATION.
 11.3.2.1 VENTILATION SHALL BE PROVIDED FOR THE
 FOLLOWING FUNCTIONS:
 (1)TO CONTROL THE MAXIMUM TEMPERATURE TO 49?C
 (120?F) AT THE COMBUSTION AIR CLEANER INLET WITH ENGINE
 RUNNING AT RATED LOAD
 (2)TO SUPPLY AIR FOR ENGINE COMBUSTION
 (3)TO REMOVE ANY HAZARDOUS VAPORS
 (4)TO SUPPLY AND EXHAUST AIR AS NECESSARY FOR
 RADIATOR COOLING OF THE ENGINE WHEN REQUIRED
  
 11.3.2.2 THE VENTILATION SYSTEM COMPONENTS SHALL BE
 COORDINATED WITH THE ENGINE OPERATION.
 11.3.2.3* AIR SUPPLY VENTILATOR.
 11.3.2.3.1 THE AIR SUPPLY VENTILATOR SHALL BE
 CONSIDERED TO INCLUDE ANYTHING IN THE AIR SUPPLY PATH
 TO THE ROOM.
 11.3.2.3.2 THE TOTAL AIR SUPPLY PATH TO THE PUMP ROOM
 SHALL NOT RESTRICT THE FLOW OF THE AIR MORE THAN 5.1 MM
 WATER COLUMN (0.2 IN. WATER COLUMN).
 ETC.
 FBC 106.1.2, 106.3.5.1.2
  
 * ** 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 6 Status P Date 2008-12-04 Cont ID  
Sent By mgonzale Date 2008-12-04 Time 14:24 Rev Time 1.00
Received By mgonzale Date 2008-12-04 Time 14:22 Sent To ENG
Notes
2008-12-04 14:24:04ENGINEERING REVIEW PASSED
 FINAL WALK THRU WAS PERFORMED WITH OWNER REP AND EOR.
 ALL SATIFACTORY.
  
 MANNY GONZALEZ
 PROJECT COORDINATOR
 CITY OF WPB ENGINEERING
 (561) 494-1085
Review Stop ENG ENGINEERING CSD
Rev No 5 Status N Date 2008-07-16 Cont ID  
Sent By rchokshi Date 2008-07-16 Time 14:29 Rev Time 0.00
Received By rchokshi Date 2008-07-16 Time 14:27 Sent To  
Notes
2008-07-16 14:28:57THER ARE NO CHANGES MADE FOR ENG REVIEW.
Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2008-02-20 Cont ID  
Sent By rchokshi Date 2008-02-20 Time 10:54 Rev Time 0.00
Received By rchokshi Date 2008-02-20 Time 10:54 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2007-12-11 Cont ID  
Sent By rchokshi Date 2007-12-11 Time 09:16 Rev Time 0.00
Received By rchokshi Date 2007-12-11 Time 09:11 Sent To  
Notes
2007-12-11 09:16:42PLEASE PROVIDE FOLLOWING INFO:
  
 1. PLEASE PROVIDE A COPY OF SFWMD PERMIT.WHEN YOU
 GET SFWMD PERMIT,WE WILL MAKE IT PASS ENG REVIEW.
  
 PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
 PERMITTING PROCESS
  
 RASIK CHOKSHI805-6723
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2007-08-02 Cont ID  
Sent By rchokshi Date 2007-08-02 Time 11:34 Rev Time 0.00
Received By rchokshi Date 2007-08-02 Time 10:48 Sent To  
Notes
2007-08-02 11:34:05PLEASE PROVIDE FOLLOWING INFO:
  
 1. PLEASE PROVIDE A COPY OF NOTICE OF INTENT (NOI).
 PLEASE APPLY AT FDEP, NPDES STORMWATER SECTION FOR
 NOI.
 YOU CAN GET NOI INFO FROM
 WWW.DEP.STATE.FL.US/WATER/STORMWATER/NPDES/
 NOTICE OF INTENT DEP FORM 62-621.300(4)(B),
 EFFECTIVE MAY 1, 2003
 THIS IS KIND OF A NEW REQUIREMENTS. YOU MAY HAVE
 ALREADY APPLIED FOR NOI. JUST SEND US A COPY NOITHAT
 YOU APPLY AT FDEP, NPDES STORM WATER SECTION,.
 2. PLEASE SHOW STANDARDS NOTES OF CITY OF WPB ON
 DRAWINGSFOR SIDEWALK WIDTH , ITS SLOPE, DRIVEWAY,
 PARKING, HANDICAP PARKING, PAINTPER CITY CODES ETC.,,
 MUST MEET PER ADA,,ETC.,YOU CAN GET STANDARD NOTES OF
 CITY OF WPB IN A C.D. FROM 1000 45TH STREET. WE SHOULD
 HAVE THOSE NOTES ON YOUR DRAWINGS. FOR YOUR INFO, MANNY
 GONZALEZ DOES NOT DO ENG REVIEW, AT CONSTRUCTION
 SERVICES AS MR. CAMERO WROTE IN HIS LETTER OF 5/23/07.
  
 3.PLEASE SHOW HOW DID YOU DETERMINE FIRST FLOOR
 ELEVATION? PLEASE SHOW THAT YOU CONSIDERED,CENTER
 LINE OF ROAD , SIDEWALK ELEVATION, FL BLDG CODE, &
 FLOOD ZONE AREA OF THIS LOCATION, PLEASE SHOW ALL THESE
 IN YOUR DOCUMENT. PLEASEALSO SHOW IN YOUR CALCULATION
 THAT YOUR FLOOR ELEVATION IS HIGHENOUGH TO MEET5,
 10, 25, 100 YEAR FLOOD CALCULATION.
 4. PLEASE PROVIDE A COPY OF SFWMD PERMIT,,
 5. WE COULD NOT FIND A COPY OF WATER QUALITY
 CALCULATION IN THE PACKAGE. WE WROTE LAST TIME THAT
 PLEASE EXPLAIN IN YOURSTORM WATER CALCULATIONS, PAGE
 2,IN CALCULATING LENGTH OF EXFILTRATION TRNECH, V=
 4.736- 2.02,WHY ARE YOU DEDUCTING 2.02?, ALSO EXPLAIN
 ALL OTHER PARAMETERS, PLEASE GO THRU ONE MORE TIME, WE
 USE SFWMD CRITERIA. DETAIL OF CONTROL STRUCTURE. DO YOU
 KEEP ALL STORM WATER ON SITE??, OR ANY CANAL? PLEASE
 EXPLAIN. PLEASE ALSO RESUBMIT GEO-TECH REPORT WITH
 WATER QUALITY CALS.
 6. PLEASE SHOW ON THE DRAWING THE SITE AREA, YOU ARE
 DEVELOPING FOR THIS PROJECT ONLY ?ALSO, WHAT IS TOTAL
 PERVIOUS,& IMPERVIOUS AREA FOR THIS PROJECT., DO YOU
 HAVE LAKE? PLEASE MAKE SURE THE AREA YOU USED IN WATER
 QUALITY CALS DO MATCH WITH THE AREA YOU SHOW ON
 DRAWINGS.
 7. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH
 STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVE AT
 CONSTRUCTION SERVICES.
  
 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 2007-04-06 Cont ID  
Sent By rchokshi Date 2007-04-06 Time 13:56 Rev Time 0.00
Received By rchokshi Date 2007-04-06 Time 13:41 Sent To  
Notes
2007-04-06 13:56:47PLEASE PROVIDE FOLLOWING INFO:
  
 1. PLEASE SHOW STANDARDS NOTES OF CITY OF WPB ON
 DRAWINGSFOR SIDEWALK WIDTH , ITS SLOPE, DRIVEWAY,
 PARKING, HANDICAP PARKING, PAINTPER CITY CODES ETC.,,
 MUST MEET PER ADA,,ETC.,YOU CAN GET STANDARD NOTES OF
 CITY OF WPB IN A C.D. FROM 1000 45TH STREET. 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 FL BLDG CODE, & FLOOD
 ZONE,FIRST FLOOR ELEVATION MUST MEET THESE MINIMUM
 REQUIREMENTS PER FLOOD ZONE .
 4. PLEASE PROVIDE A COPY OF SFWMD PERMIT,, & GEO TECH
 REPORT.
 5.PLEASE EXPLAIN IN YOURSTORM WATER CALCULATIONS,
 PAGE 2,IN CALCULATING LENGTH OF EXFILTRATION TRNECH,
 V= 4.736- 2.02,WHY ARE YOU DEDUCTING 2.02?, ALSO
 EXPLAIN ALL OTHER PARAMETERS, PLEASE GO THRU ONE MORE
 TIME, WE USE SFWMD CRITERIA. DETAIL OF CONTROL
 STRUCTURE. DO YOU KEEP ALL STORM WATER ON SITE??, OR
 ANY CANAL? PLEASE EXPLAIN.
 6. WHAT IS THE SITE AREA, YOU ARE DEVELOPING FOR THIS
 PROJECT ONLY ?ALSO, WHAT IS TOTAL PERVIOUS,& IMPERVIOUS
 AREA FOR THIS PROJECT., DO YOU HAVE LAKE?
 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, HEIGHT
 OF SILT5' OR MORE.
 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 7 Status P Date 2008-12-08 Cont ID  
Sent By mawillia Date 2008-12-08 Time 12:33 Rev Time 0.00
Received By mawillia Date 2008-12-08 Time 12:10 Sent To  
Notes
2008-12-08 12:33:00*****REVISION, PROVISO*****
  
 REVISED PLAN SHEETS A-1 & A-2 WERE STAMPED, INITIALED,
 AND DATED; SHEET E2.1 TO BE FIRE-STAMED WHEN THE
 ELECTRICAL EXAMINER'S COMMENTS HAVE BEEN ADDRESSED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 6 Status P Date 2008-07-24 Cont ID  
Sent By mwennerg Date 2008-07-24 Time 10:36 Rev Time 0.00
Received By mwennerg Date 2008-07-24 Time 10:36 Sent To  
Notes
2008-07-24 10:37:16REVISION DATED 6/17/08
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2008-05-02 Cont ID  
Sent By mawillia Date 2008-05-02 Time 13:36 Rev Time 0.00
Received By mawillia Date 2008-05-02 Time 12:59 Sent To  
Notes
2008-05-02 13:07:00*****APPROVED*****
  
 PLAN SHEETS C-7, FP1 & FP2, A-1, AND E2.1 & E2.2 WERE
 STAMPED, INITIALED, AND DATED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2008-03-06 Cont ID  
Sent By mawillia Date 2008-03-06 Time 11:47 Rev Time 0.00
Received By mawillia Date 2008-03-06 Time 11:32 Sent To  
Notes
2008-03-06 11:33:45*****PROVISO*****
  
  
 THE APPROPIATE PLAN SHEETS TO BE FIRE-STAMPED WHEN THE
 OTHER PLAN REVIEWS HAVE BEEN SATISFIED.
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2007-12-24 Cont ID  
Sent By mawillia Date 2007-12-24 Time 12:34 Rev Time 0.00
Received By mawillia Date 2007-12-24 Time 12:17 Sent To  
Notes
2007-12-24 12:32:03*****PROVISO*****
  
  
 THE COMMENTS TAKEN FROM THE PREVIOUS FIRE REVIEWS HAVE
 BEEN ADDRESSED;HOWEVER THE APPROPIATE PLAN SHEETS TO
 BE FIRE-STAMPED WHEN THE OTHER PLAN REVIEWS HAVE BEEN
 SATISFIED.
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2007-09-04 Cont ID  
Sent By mawillia Date 2007-09-04 Time 11:14 Rev Time 0.00
Received By mawillia Date 2007-09-04 Time 09:38 Sent To  
Notes
2007-09-04 11:02:00*****DENIED*****
 THE FOLLOWING COMMENTS TASKEN FROM THE PREVIOUS FIRE
 REVIEW STILL NEED TO BE ADDRESSED;
  
  
 01.NFPA 101, LIFE SAFETY CODE, 2003 EDITION SHALL BE
 REFERENCED.ON SHEET CS-1, ONLY NFPA 101 SHOULD BE
 LISTED AS A LIFE SAFETY CODE
  
 02.STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR
 DEMOLITION OPERATIONS SHALL COMPLY WITH NFPA 241.THIS
 CODE SHOULD BE LISTED, BUT NOT AS LIFE SAFETY
  
 09.PLEASE PROVIDE EMEGENCY LIGHTING DETAIL FOR THE
 PROPOSED STRUCTURE.PROVIDE INFORMATION THAT THE
 PROPOSED LIGHTS (WITH QUARTZ RESTRIKE FED VIA UPS
 SYSTEM) ARE IN ACCORDANCE AND PERFORMANCE FOR EMERGENCY
 LIGHTING AS PER 7.9 OF NFPA 101.
  
 11.PLEASE INDICATE THE MINIMUM INTERIOR FINISH
 CLASSIFICATION FOR WALLS AND CEILINGS IN TERMS OF CLASS
 A, CLASS B, OR CLASS C IN EXITS, EXIT CORRIDORS, AND
 ALL OTHER SPACES. PLEASE INDICATE ON AN APPROPIATE PLAN
 SHEET
  
  
  
 TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
 LETTER INDICATING HOW/WHERE EACH ITEM WAS ADDRESSED
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2007-04-23 Cont ID  
Sent By mawillia Date 2007-04-23 Time 15:39 Rev Time 0.00
Received By mawillia Date 2007-04-23 Time 13:08 Sent To  
Notes
2007-04-23 14:11:30*****DENIED*****
  
  
 01.NFPA 101, LIFE SAFETY CODE, 2003 EDITION SHALL BE
 REFERENCED.
  
 02.STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR
 DEMOLITION OPERATIONS SHALL COMPLY WITH NFPA 241.
  
 03.CONSTRUCTION OPERATIONS SHALL NOT INTERFERE OR
 HINDER EMERGENCY RESPONSE ACCESS TO THE PROPERTY OR
 VICINITY THEREOF (INCLUDING FIRE LANES).
  
 04.PROPOSED FIRE HYDRANTS SHALL BE OPERATIONAL
 BEFORE, DURING, AND AFTER CONSTRUCTION.
  
 05.LANDSCAPING SHALL NOT OBSTRUCT OR INTERFERE WITH
 FIRE PROTECTION EQUIPMENT.PROPER CLEARANCE SHALL BE
 MAINTAINED AT ALL TIMES.
  
 06.IT IS STATED ON DRAWING SP-1 THAT A NEW 10' HIGH
 GATE WITH KNOX BOX WILL BE INSTALLED.PLEASE BE
 ADVISED THAT AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20
 FEET WILL BE REQUIRED.ADDITIONALLY, CONTACT THE
 BUREAU OF FIRE PREVENTION AT (561) 804-4724 FOR KNOX
 BOX APPLICATIONS.
  
 07.KNOX LOCKING CAPS ARE REQUIRED FOR NEW FIRE
 DEPARTMENT CONNECTIONS.
  
 08.ALL STAIRS AND RAMPS SHALL HAVE HANDRAILS ON BOTH
 SIDES.
  
 09.PLEASE PROVIDE EMEGENCY LIGHTING DETAIL FOR THE
 PROPOSED STRUCTURE.
  
 10.PLEASE PROVIDE A LIFE SAFETY PLAN WHICH SHALL
 INCLUDE ALL COMMON PATHS OF TRAVEL TO EXITS.FIRE
 EXTINGUISHERS RATED 2A:10BC SHALL BE SHOWN AT DISTANCES
 TO SATISFY THE 75' TRAVEL DISTANCE REQUIREMENT.
  
 11.PLEASE INDICATE THE MINIMUM INTERIOR FINISH
 CLASSIFICATION FOR WALLS AND CEILINGS IN TERMS OF CLASS
 A, CLASS B, OR CLASS C IN EXITS, EXIT CORRIDORS, AND
 ALL OTHER SPACES.
  
 12.WILL THE STRUCTURE HAVE A FIRE ALARM SYSTEM?IF
 SO, THE FIRE ALARM SYSTEM WILL BE UL CERTIFIED FOR
 CENTAL STATION SERVICEIN CONJUNCTION WITH THE FIRE
 SPRINKLER SYSTEM.
  
 13.WILL THE FIRE PUMP AND ASSOCIATED EQUIPMENT BE
 USED FOR ONE OR BOTH BUILDINGS?PROVIDE MANUFACTURER
 SPECIFICATION SHEETS AND NECESSARY DATA INDICATING THAT
 THIS EQUIPMENT IS CAPABLE OF SUPPORTING THE FIRE
 SPRINKLER SYSTEM.
  
 14.SEPARATE SHOP DRAWINGS AND PERMITS ARE REQUIRED
 FOR FIRE SPRINKLER AND/OR FIRE ALARM SYSTEMS.
  
  
 TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
 LETTER INDICATING HOW/WHERE EACH ITEM WAS ADDRESSED
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2009-01-08 Cont ID  
Sent By adarroug Date 2009-01-08 Time 09:03 Rev Time 0.00
Received By adarroug Date 2009-01-08 Time 09:03 Sent To E
Notes
2009-01-08 09:04:00TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2008-12-15 Cont ID  
Sent By adarroug Date 2008-12-15 Time 15:58 Rev Time 0.00
Received By adarroug Date 2008-12-15 Time 15:58 Sent To E
Notes
2008-12-15 15:58:43TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2008-11-12 Cont ID  
Sent By adarroug Date 2008-11-12 Time 15:43 Rev Time 0.00
Received By adarroug Date 2008-11-12 Time 15:43 Sent To  
Notes
2008-11-12 15:43:53TO "COMM" BD#51
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2008-07-01 Cont ID  
Sent By adarroug Date 2008-07-01 Time 10:23 Rev Time 0.00
Received By adarroug Date 2008-07-01 Time 10:23 Sent To  
Notes
2008-07-01 10:23:22TO "COMM" BD#48
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2008-04-15 Cont ID  
Sent By adarroug Date 2008-04-15 Time 08:47 Rev Time 0.00
Received By adarroug Date 2008-04-15 Time 08:47 Sent To  
Notes
2008-04-15 08:48:01TO "COMM" BD#59--PLANS ON RACK--3 ROLLS
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2008-02-01 Cont ID  
Sent By adarroug Date 2008-02-01 Time 13:52 Rev Time 0.00
Received By adarroug Date 2008-02-01 Time 13:52 Sent To  
Notes
2008-02-01 13:59:03TO "COMM" BD#9
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-11-16 Cont ID  
Sent By adarroug Date 2007-11-16 Time 10:29 Rev Time 0.00
Received By adarroug Date 2007-11-16 Time 10:29 Sent To  
Notes
2007-11-29 15:39:44TO "COMM" BD#34/PLANS ON RACK--2 ROLLS
2007-11-16 10:29:22WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2007-07-06 Cont ID  
Sent By adarroug Date 2007-07-06 Time 09:17 Rev Time 0.00
Received By adarroug Date 2007-07-06 Time 09:17 Sent To  
Notes
2007-07-18 15:57:39TO "COMM" BD#44/PLANS ON RACK--2 ROLLS/PAPERWORK
2007-07-06 09:17:50WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-06-04 Cont ID  
Sent By jwitmer Date 2007-06-04 Time 14:19 Rev Time 0.00
Received By jwitmer Date 2007-03-19 Time 14:07 Sent To  
Notes
2007-03-19 14:07:51TO "COMM" BD#62
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2008-07-16 Cont ID  
Sent By rregueir Date 2008-07-16 Time 16:07 Rev Time 0.00
Received By rregueir Date 2008-07-16 Time 15:28 Sent To  
Notes
2008-07-16 16:07:50REVISION #9
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2008-04-28 Cont ID  
Sent By rregueir Date 2008-02-26 Time 18:11 Rev Time 0.00
Received By rregueir Date 2008-02-26 Time 16:00 Sent To  
Notes
2008-02-26 18:11:11NEW SHEETS SUBMITTED WITHOUT ANY CHANGES. RE-STAMPED
 FROM PREVIOUS REVIEW.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2007-12-05 Cont ID  
Sent By rregueir Date 2007-12-05 Time 14:13 Rev Time 0.00
Received By rregueir Date 2007-12-05 Time 14:07 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2007-08-03 Cont ID  
Sent By rregueir Date 2007-08-03 Time 11:22 Rev Time 0.00
Received By rregueir Date 2007-08-03 Time 11:09 Sent To  
Notes
2007-08-03 11:22:091ST RESUMITTAL
 ACTION: DENIED
  
 FBC,M 2004 W/ 2005 AND 2006 REVISIONS
 FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH
  
 THE FOLLOWING COMMENTS ARE NUMBERED TO CORRESOPND WITH
 PREVIOUS COMMENTS FOR CONTINUITY.
  
 1. DESIGNER'S REPONSE: "ENGINEER'S FULL SIGNATURE
 MATCHES SIGNATURE ON FILE."
 THE ENGINEER'S FULL SIGNATURE MAY MATCH THE SIGNATURE
 ON FILE, BUT THE ENGINEER'S FULL SIGNATURE AS
 PREVIOUSLY SUBMITTED TO THIS OFFICE WAS NOT PROVIDED ON
 PLANS. PLEASE CORRECT AND RESUBMIT.
  
 2. OK
  
 3. DESIGNER'S RESPONSE: "BY ARCHITECT."
 THE LADDER FOR PERMANENT ACCESS APPEARS TO BE FROM THE
 LOW ROOF ON EXISTING BUILDING TO THE HIGH ROOF ON THE
 NEW BUILDING. THIS DOES NOT MEET THE INTENT OF FBC,M
 306.5. IT STATES "...A PERMANENT MEANS OF ACCESS, THE
 EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO
 THE EQUIPMENT AND APPLIANCES' LEVEL SERVICE SPACE."
 THERE IS NO EXCEPTION GIVEN FOR ACCESS FROM A LOWER
 ROOF LEVEL ONLY. IF THERE IS PERMANENT ACCESS TO THE
 LOWER ROOF LEVEL AND THE UPPER ROOF LEVEL, THEN THE
 INTENT - AND REQUIREMENT - OF THIS CODE SECTION HAS
 BEEN SATISFIED. PLEASE SHOW ON PLANS A PERMANENT MEANS
 OF ACCESS WHICH STARTS AT GRADE LEVEL.
  
 4. OK
  
 5. OK
  
 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 2007-04-06 Cont ID  
Sent By rregueir Date 2007-04-06 Time 08:20 Rev Time 0.00
Received By rregueir Date 2007-04-05 Time 19:46 Sent To  
Notes
2007-04-06 08:04:04-----------------DENIED---------------
 FBC 2004 CODE FAMILY W/2006 REVISIONS
 FBC CH 1 AS AMENDED BY THE CITY OF WEST PALM BEACH.
  
 1. PLEASE SEE ELECTRICAL COMMENT REGARDING ENGINEER'S
 SIGNATURE.
  
 2. PLEASE PROVIDE DETAIL FOR CURB ATTACHMENT AND
 ATTACHMENT OF FANS TO CURBS WHICH MEET WIND LOAD
 REQUIREMENTS PER FBC,M 301.13 AND FBC CH 16 WHICH ARE
 APPROVED BY A FLORIDA LICENSED STRUCTURAL ENGINEER. FBC
 106.1.2.
  
 3. WHERE EQUIPMENT REQUIRING ACCESS IS INSTALLED ON A
 ROOF AT A HEIGHT EXCEEDING 16 FEET, SUCH ACCESS SHALL
 BE PROVIDED BY A PERMANENT APPROVED MEANS FROM GRADE OR
 FLOOR RO EQUIPMENT'S LEVEL SERVICE SPACE. FBC,M 306.5.
  
 4. PLEASE SHOW MEANS OF SUPPORT FOR SUPPLY AND EXHAUST
 DUCTS. NONE COULD BE FOUND IN STRUCTURAL DRAWINGS AS
 NOTED IN DETAIL #2. ALSO, PLEASE INDICATE TYPE OF
 MATERIAL TO BE USED FOR DUCT, WHICH IS TO BE SUPPORTED,
 FABRICATED AND INSTALLED PER SMACNA DUCT CONSTRUCTION
 STANDARDS. FBC,M 603.3.
  
 5. NEW BATHROOM: PLEASE SHOW MEANS OF ROOF TERMINATION
 FOR EXHAUST DUCT. IS THIS DUCT PENETRATING THE EXISTING
 ROOF OR ATTACHING TO AN EXISTING CURB? PLEASE CLARIFY
 PER FBC 106.1.1.
  
 REVIEWED BY:
 RONALD J REGUEIRO
 561.805.6719
 [email protected]
Review Stop P PLUMBING
Rev No 6 Status P Date 2008-04-23 Cont ID  
Sent By kstevens Date 2008-04-23 Time 11:03 Rev Time 0.00
Received By kstevens Date 2008-04-23 Time 11:03 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 5 Status F Date 2008-04-21 Cont ID  
Sent By kstevens Date 2008-04-21 Time 08:44 Rev Time 0.00
Received By kstevens Date 2008-04-18 Time 16:58 Sent To  
Notes
2008-04-21 08:49:05DENIED 4TH TIME
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 BUILDING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 FLORIDA ADMINSTRATIVE CODE
 FLORIDA STATUES
  
 ****FROM PREVIOUS REVIEW:
  
 ******FROM PREVIOUS REVIEWS:
  
 ********THE FOLLOWING COMMENTS ARE NUMBERED TO
 CORRESPOND WITH THE PREVIOUS PLUMBING REVIEW COMMENTS
 AS WELL AS THE DESIGNER'S RESPONSES FOR THE PURPOSE OF
 CONTINUITY.
  
 **********FROM PREVIOUS REVIEWS:
  
 1. OK
 2. OK
  
 3. ALL CIVIL SHEETS REQUIRE THE BUSINESS LICENSE,
 (CERTIFICATE OF AUTHORIZATION), IN THE TITLE BLOCK OF
 ARCHITECTURAL ALLIANCE. (SEE ATTACHED SHEET FROM DBPR).
 --THE SIGNATURE IS REQUIRED WHEN THE SEAL IS AFFIXED
 TO THE DOCUMENTS. IT APPEARS THAT INITIALS WERE USED
 WHICH IS NOT APPROVED. IF INDEED THIS IS THE LEGAL
 SIGNATURE, THEN A SIGNED, SEALED, NOTORIZED LETTER
 SHALL BE SUBMITTED FOR OUR FILES INDICATING THE LEGAL
 SIGNATURE. FAC 61G1-16.003, 61G1-16.004(5) & FS
 481.219, 481.2055.
 ****RESPONSE NOTED, BUT ARCHITECTURAL ALLIANCE IS STILL
 SHOWN ON SOME SHEETS, (CS-1, LD-1 & L-1). CHECK ALL
 SHEETS. NO LETTER HAS BEEN SUBMITTED FOR SIGNATURE
 VERIFICATION.
 ******RESPONSE NOTED, BUT LETTER NOT ADDRESSED.
 ********RESPONSE NOTED, CERTIFICATE OF AUTHORIZATION IS
 "OK" HOWEVER NO LETTER HAS BEEN SUBMITTED FOR SIGNATURE
 VERIFICATION.
 **********RESPONSE NOTED, BUT THE LETTERS SUBMITTED
 WERE FOR THE SIGNATURES FOR THE ARCHITECTURAL AND
 LANDSCAPE SHEETS. THE LETTER REQUESTED WAS FOR THE
 SIGNATURE FOR THE CIVIL SHEETS.
  
 4. OK
 5. OK
 6. OK
 7. **OK** COMMENT ADDRESSED.
 8. OK
 9. OK
 10. OK
 11. OK
  
 **********NEW COMMENTS**********
  
 1B. OK
 2B. OK
  
 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 4 Status F Date 2008-03-11 Cont ID  
Sent By mperson Date 2008-03-11 Time 08:31 Rev Time 0.00
Received By mperson Date 2008-03-11 Time 08:30 Sent To PC
Notes
2008-03-11 08:55:46 
 DENIED 4TH TIME
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 BUILDING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 FLORIDA ADMINSTRATIVE CODE
 FLORIDA STATUES
  
 ****FROM PREVIOUS REVIEW:
  
 ******FROM PREVIOUS REVIEWS:
  
 ********THE FOLLOWING COMMENTS ARE NUMBERED TO
 CORRESPOND WITH THE PREVIOUS PLUMBING REVIEW COMMENTS
 AS WELL AS THE DESIGNER'S RESPONSES FOR THE PURPOSE OF
 CONTINUITY.
  
 1. SURVEY SHEET REQUIRES THE ORIGINAL SIGNATURE.
 SIGNATURE IS A PHOTO-COPY. FAC 61G1-17.002 & FS
 472.025.-THE TITLE BLOCK ADDRESS "OLD" OKEECHOBEE
 ROAD DOES NOT REFLECT THE DBPR WEBSITE SHOWING THE
 CORRECT ADDRESS OKEECHOBEE ROAD. THE COUNTY (PAPA) DOES
 NOT RECOGNIZE "OLD" OKEECHOBEE ROAD, NOR DOES THE CITY
 WPB'S ADDRESSING SYSTEM. PLEASE CHANGE THE TITLE BLOCK
 TO REFLECT THE CORRECT ADDRESS.-"OLD" OKEECHOBEE IS
 ALSO SHOWN IN THE DBPR WEBSITE FOR THE BUSINESS LICENSE
 (CERTIFICATE OF AUTHORIZATION) NUMBER. PLEASE SUBMIT AN
 ADDRESS CORRECTION TO DBPR WEBSITE INDICATING THE
 CORRECT ADDRESS OF OKEECHOBEE ROAD.
 ****RESPONSE NOTED, BUT THE ADDRESS ON THE TITLE BLOCK
 HAS NOT BEEN CHANGED.
 ******RESPONSE NOTED, BUT NOT ADDRESSED.
 ********RESPONSE NOTED, BUT NOT ADDRESSED. PLANS NOW
 INDICATE ADDRESS AS "P.O. BOX 211747, WPB,FL,33401"
 HOWEVER DPBR WEB SITE INDICATES ADDRESS AS "1860 OLD
 OKEECHOBEE RD. SUITE 501,WPB,FL,33401. PLEASE CORRECT
 AND CORRELATE ADDRESS.
  
 2. OK
  
 3. ALL CIVIL SHEETS REQUIRE THE BUSINESS LICENSE,
 (CERTIFICATE OF AUTHORIZATION), IN THE TITLE BLOCK OF
 ARCHITECTURAL ALLIANCE. (SEE ATTACHED SHEET FROM DBPR).
 --THE SIGNATURE IS REQUIRED WHEN THE SEAL IS AFFIXED
 TO THE DOCUMENTS. IT APPEARS THAT INITIALS WERE USED
 WHICH IS NOT APPROVED. IF INDEED THIS IS THE LEGAL
 SIGNATURE, THEN A SIGNED, SEALED, NOTORIZED LETTER
 SHALL BE SUBMITTED FOR OUR FILES INDICATING THE LEGAL
 SIGNATURE. FAC 61G1-16.003, 61G1-16.004(5) & FS
 481.219, 481.2055.
 ****RESPONSE NOTED, BUT ARCHITECTURAL ALLIANCE IS STILL
 SHOWN ON SOME SHEETS, (CS-1, LD-1 & L-1). CHECK ALL
 SHEETS. NO LETTER HAS BEEN SUBMITTED FOR SIGNATURE
 VERIFICATION.
 ******RESPONSE NOTED, BUT LETTER NOT ADDRESSED.
 ********RESPONSE NOTED, CERTIFICATE OF AUTHORIZATION IS
 "OK" HOWEVER NO LETTER HAS BEEN SUBMITTED FOR SIGNATURE
 VERIFICATION.
  
 4. OK
 5. OK
  
 6. SHT A-1 KEY PLAN SHOWS A NEW TOILET ROOM AND SERVICE
 SINK LOCATION IN THE EXISTING BUILDING. PREVIOUS SHEETS
 INDICATE, " EXISTING BUILDING NOT IN CONTRACT", AND THE
 APPLICATION DOES NOT MENTION REMODEL OF EXISTING
 BUILLDING. PLEASE CLARIFY. APPLICATION REQUIRES A
 DESCRIPTION IN DETAIL OF THE PROJECT. SECTION 106.1.1.
 ****RESPONSE NOTED, BUT THE APPLICATION HAS NOT BEEN
 UPDATED.
 ******RESPONSE NOTED, BUT APPLICATION NOT REVISED.
 ********RESPONSE NOTED, HOWEVER PERMIT APPLICATION HAS
 NOT BEEN REVISED.
  
 7. **OK** COMMENT ADDRESSED.
  
 8. OK
 9. OK
 10. OK
 11. OK
  
 **********NEW COMMENTS**********
  
 1B. OK
  
 2B. SEE ATTACHED SHEET CONCERNING THE DESIGN
 PROFESSIONALS AND FS 553.80(2)(B). THIS IS GIVEN AS A
 NOTICE ONLY AT THIS TIME.
 ******NOTICE GIVEN PREVIOUSLY.
  
 END OF COMMENTS:
  
 REVIEW BY: MIKE PERSON
 PLUMBING PLANS EXAMINER
 (561) 805-6730
 FAX (561) 805-6731
 E-MAIL: [email protected]
Review Stop P PLUMBING
Rev No 3 Status F Date 2007-12-14 Cont ID  
Sent By kstevens Date 2007-12-14 Time 17:53 Rev Time 0.00
Received By kstevens Date 2007-12-14 Time 17:53 Sent To  
Notes
2007-12-14 17:58:19DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 BUILDING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 FLORIDA ADMINSTRATIVE CODE
 FLORIDA STATUES
  
 ****FROM PREVIOUS REVIEW:
  
 ******FROM PREVIOUS REVIEWS:
  
 1. SURVEY SHEET REQUIRES THE ORIGINAL SIGNATURE.
 SIGNATURE IS A PHOTO-COPY. FAC 61G1-17.002 & FS
 472.025.-THE TITLE BLOCK ADDRESS "OLD" OKEECHOBEE
 ROAD DOES NOT REFLECT THE DBPR WEBSITE SHOWING THE
 CORRECT ADDRESS OKEECHOBEE ROAD. THE COUNTY (PAPA) DOES
 NOT RECOGNIZE "OLD" OKEECHOBEE ROAD, NOR DOES THE CITY
 WPB'S ADDRESSING SYSTEM. PLEASE CHANGE THE TITLE BLOCK
 TO REFLECT THE CORRECT ADDRESS.-"OLD" OKEECHOBEE IS
 ALSO SHOWN IN THE DBPR WEBSITE FOR THE BUSINESS LICENSE
 (CERTIFICATE OF AUTHORIZATION) NUMBER. PLEASE SUBMIT AN
 ADDRESS CORRECTION TO DBPR WEBSITE INDICATING THE
 CORRECT ADDRESS OF OKEECHOBEE ROAD.
 ****RESPONSE NOTED, BUT THE ADDRESS ON THE TITLE BLOCK
 HAS NOT BEEN CHANGED.
 ******RESPONSE NOTED, BUT NOT ADDRESSED.
  
 2. OK
  
 3. ALL CIVIL SHEETS REQUIRE THE BUSINESS LICENSE,
 (CERTIFICATE OF AUTHORIZATION), IN THE TITLE BLOCK OF
 ARCHITECTURAL ALLIANCE. (SEE ATTACHED SHEET FROM DBPR).
 --THE SIGNATURE IS REQUIRED WHEN THE SEAL IS AFFIXED
 TO THE DOCUMENTS. IT APPEARS THAT INITIALS WERE USED
 WHICH IS NOT APPROVED. IF INDEED THIS IS THE LEGAL
 SIGNATURE, THEN A SIGNED, SEALED, NOTORIZED LETTER
 SHALL BE SUBMITTED FOR OUR FILES INDICATING THE LEGAL
 SIGNATURE. FAC 61G1-16.003, 61G1-16.004(5) & FS
 481.219, 481.2055.
 ****RESPONSE NOTED, BUT ARCHITECTURAL ALLIANCE IS STILL
 SHOWN ON SOME SHEETS, (CS-1, LD-1 & L-1). CHECK ALL
 SHEETS. NO LETTER HAS BEEN SUBMITTED FOR SIGNATURE
 VERIFICATION.
 ******RESPONSE NOTED, BUT LETTER NOT ADDRESSED.
  
 4. OK
 5. OK
  
 6. SHT A-1 KEY PLAN SHOWS A NEW TOILET ROOM AND SERVICE
 SINK LOCATION IN THE EXISTING BUILDING. PREVIOUS SHEETS
 INDICATE, " EXISTING BUILDING NOT IN CONTRACT", AND THE
 APPLICATION DOES NOT MENTION REMODEL OF EXISTING
 BUILLDING. PLEASE CLARIFY. APPLICATION REQUIRES A
 DESCRIPTION IN DETAIL OF THE PROJECT. SECTION 106.1.1.
 ****RESPONSE NOTED, BUT THE APPLICATION HAS NOT BEEN
 UPDATED.
 ******RESPONSE NOTED, BUT APPLICATION NOT REVISED.
  
 7. SHT A-4 SUBMIT CALCULATIONS FOR THE EXISTING ROOF.
 THERE WILL BE ADDITIONAL SQUARE FOOTAGE ADDED TO THE
 EXISTING ROOF WITH 1/2 THE AREA OF THE VERTICAL WALL OF
 THE NEW ADDITION CONTRIBUTING TO THE EXISTING ROOF
 DRAINS ADJACENT TO THE ADDITION. SHOW THE SQUARE
 FOOTAGE BEING DRAINED BY THE ROOF DRAINS PRIOR TO AND
 AFTER THIS NEW CONTRIBUTION. SUBMIT AN EXISTING ROOF
 PLAN TO SCALE AS WELL AS AN ELEVATION SHOWING THE
 HEIGHT OF ALL PARAPETS IN ORDER TO VERIFY ALL
 CALCULATIONS. INDICATE THE SIZE OF THE EXISTING RWL'S
 AND ASSOCIATED PIPING FOR THE EXISTING STORM SYSTEM.
 TABLE 1106.3 AND SECTIONS 1106.2, 1106.4. ALSO INDICATE
 THE SIZE OF THE SECONDARY ROOF DRAINS, OR OVERFLOW
 SCUPPERS ON THE EXISTING ROOF TO VERIFY THAT THEY ARE
 SUFFICIENT TO HANDLE THE NEW SQUARE FOOTAGE ADDED TO
 THE EXISTING ROOF. SECTION 1107.3.
 ****RESPONSE NOTED, BUT NO CALCULATIONS WERE SUBMITTED
 INDICATING THE SQUARE FOOTAGE ADDED TO THE EXISTING
 ROOF, THE TOTAL SQUARE FOOTAGE BEING DRAINED TO THE
 SECTION OF ROOF ADJACENT TO THE NEW BUILDING, DOWNSPOUT
 SIZE, LOCATION OF DOWNSPOUTS, TOTAL GUTTER AREA TO
 EXISTING AFFECTED DOWNSPOUTS ETC. SECTIONS 1106.2 &
 1106.4 AND TABLES 1106.3 & 1106.6.
 ******RESPONSE NOTED, NOT ADDRESSED.
  
 8. OK
 9. OK
 10. OK
 11. OK
  
 **********NEW COMMENTS**********
  
 1B. OK
  
 2B. SEE ATTACHED SHEET CONCERNING THE DESIGN
 PROFESSIONALS AND FS 553.80(2)(B). THIS IS GIVEN AS A
 NOTICE ONLY AT THIS TIME.
 ******NOTICE GIVEN PREVIOUSLY.
  
 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 2007-08-24 Cont ID  
Sent By kstevens Date 2007-08-24 Time 07:39 Rev Time 0.00
Received By kstevens Date 2007-08-23 Time 18:58 Sent To  
Notes
2007-08-24 08:09:58DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 BUILDING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 FLORIDA ADMINSTRATIVE CODE
 FLORIDA STATUES
  
 ****FROM PREVIOUS REVIEW:
  
 1. SURVEY SHEET REQUIRES THE ORIGINAL SIGNATURE.
 SIGNATURE IS A PHOTO-COPY. FAC 61G1-17.002 & FS
 472.025.-THE TITLE BLOCK ADDRESS "OLD" OKEECHOBEE
 ROAD DOES NOT REFLECT THE DBPR WEBSITE SHOWING THE
 CORRECT ADDRESS OKEECHOBEE ROAD. THE COUNTY (PAPA) DOES
 NOT RECOGNIZE "OLD" OKEECHOBEE ROAD, NOR DOES THE CITY
 WPB'S ADDRESSING SYSTEM. PLEASE CHANGE THE TITLE BLOCK
 TO REFLECT THE CORRECT ADDRESS.-"OLD" OKEECHOBEE IS
 ALSO SHOWN IN THE DBPR WEBSITE FOR THE BUSINESS LICENSE
 (CERTIFICATE OF AUTHORIZATION) NUMBER. PLEASE SUBMIT AN
 ADDRESS CORRECTION TO DBPR WEBSITE INDICATING THE
 CORRECT ADDRESS OF OKEECHOBEE ROAD.
 ****RESPONSE NOTED, BUT THE ADDRESS ON THE TITLE BLOCK
 HAS NOT BEEN CHANGED.
  
 2. OK
  
 3. ALL CIVIL SHEETS REQUIRE THE BUSINESS LICENSE,
 (CERTIFICATE OF AUTHORIZATION), IN THE TITLE BLOCK OF
 ARCHITECTURAL ALLIANCE. (SEE ATTACHED SHEET FROM DBPR).
 --THE SIGNATURE IS REQUIRED WHEN THE SEAL IS AFFIXED
 TO THE DOCUMENTS. IT APPEARS THAT INITIALS WERE USED
 WHICH IS NOT APPROVED. IF INDEED THIS IS THE LEGAL
 SIGNATURE, THEN A SIGNED, SEALED, NOTORIZED LETTER
 SHALL BE SUBMITTED FOR OUR FILES INDICATING THE LEGAL
 SIGNATURE. FAC 61G1-16.003, 61G1-16.004(5) & FS
 481.219, 481.2055.
 ****RESPONSE NOTED, BUT ARCHITECTURAL ALLIANCE IS STILL
 SHOWN ON SOME SHEETS, (CS-1, LD-1 & L-1). CHECK ALL
 SHEETS. NO LETTER HAS BEEN SUBMITTED FOR SIGNATURE
 VERIFICATION.
  
 4. SHT L-1 THE SIGNATURE IS REQUIRED WHEN THE SEAL IS
 AFFIXED TO THE DOCUMENT. IT APPEARS THAT INITIALS WERE
 USED WHICH IS NOT APPROVED. IF INDEED THIS IS THE LEGAL
 SIGNATURE, THEN A SIGNED, SEALED, NOTORIZED LETTER
 SHALL BE SUBMITTED FOR OUR FILES INDICATING THE LEGAL
 SIGNATURE. FAC 61G1-16.003, 61G1-16.004(5) & FS
 481.219, 481.2055.
 ****RESPONSE NOTED, BUT NO LETTER HAS BEEN SUBMITTED
 FOR SIGNATURE VERIFICATION.
  
 5. SUBMIT CALCULATIONS FOR MINIMUM FACILITIES PER
 TABLES 1004.1.2 & 403.1. SHOW THE TOTAL SQUARE FOOTAGE
 FOR EACH OCCUPANCY.
 ****RESPONSE NOTED, BUT TWO DRINKING FOUNTAINS ARE
 REQUIRED. ONE FOR THE STORAGE OCCUPANCY WAS NOT
 INDICATED IN THE CALCULATIONS FOR MINIMUM FACILITIES.
 SEE TABLE 403.1.
  
 6. SHT A-1 KEY PLAN SHOWS A NEW TOILET ROOM AND SERVICE
 SINK LOCATION IN THE EXISTING BUILDING. PREVIOUS SHEETS
 INDICATE, " EXISTING BUILDING NOT IN CONTRACT", AND THE
 APPLICATION DOES NOT MENTION REMODEL OF EXISTING
 BUILLDING. PLEASE CLARIFY. APPLICATION REQUIRES A
 DESCRIPTION IN DETAIL OF THE PROJECT. SECTION 106.1.1.
 ****RESPONSE NOTED, BUT THE APPLICATION HAS NOT BEEN
 UPDATED.
  
 7. SHT A-4 SUBMIT CALCULATIONS FOR THE EXISTING ROOF.
 THERE WILL BE ADDITIONAL SQUARE FOOTAGE ADDED TO THE
 EXISTING ROOF WITH 1/2 THE AREA OF THE VERTICAL WALL OF
 THE NEW ADDITION CONTRIBUTING TO THE EXISTING ROOF
 DRAINS ADJACENT TO THE ADDITION. SHOW THE SQUARE
 FOOTAGE BEING DRAINED BY THE ROOF DRAINS PRIOR TO AND
 AFTER THIS NEW CONTRIBUTION. SUBMIT AN EXISTING ROOF
 PLAN TO SCALE AS WELL AS AN ELEVATION SHOWING THE
 HEIGHT OF ALL PARAPETS IN ORDER TO VERIFY ALL
 CALCULATIONS. INDICATE THE SIZE OF THE EXISTING RWL'S
 AND ASSOCIATED PIPING FOR THE EXISTING STORM SYSTEM.
 TABLE 1106.3 AND SECTIONS 1106.2, 1106.4. ALSO INDICATE
 THE SIZE OF THE SECONDARY ROOF DRAINS, OR OVERFLOW
 SCUPPERS ON THE EXISTING ROOF TO VERIFY THAT THEY ARE
 SUFFICIENT TO HANDLE THE NEW SQUARE FOOTAGE ADDED TO
 THE EXISTING ROOF. SECTION 1107.3.
 ****RESPONSE NOTED, BUT NO CALCULATIONS WERE SUBMITTED
 INDICATING THE SQUARE FOOTAGE ADDED TO THE EXISTING
 ROOF, THE TOTAL SQUARE FOOTAGE BEING DRAINED TO THE
 SECTION OF ROOF ADJACENT TO THE NEW BUILDING, DOWNSPOUT
 SIZE, LOCATION OF DOWNSPOUTS, TOTAL GUTTER AREA TO
 EXISTING AFFECTED DOWNSPOUTS ETC. SECTIONS 1106.2 &
 1106.4 AND TABLES 1106.3 & 1106.6.
  
 8. OK
 9. OK
  
 10. ALL MEP SHEETS THE SIGNATURE IS REQUIRED WHEN
 SEALING DOCUMENTS. 61G15-23.002(1)(2 & FS 471.025.
 ****RESPONSE NOTED, BUT ONLY THE ELECTRICAL SHEETS
 COMPLY.
  
 11. OK
  
 **********NEW COMMENTS**********
  
 1B. PER SECTION 904.2 EXISTING BUILDING CODE, "AN
 ADDITION THAT AFFECTS THE ACCESSIBLIITY TO, OR CONTAINS
 AN AREA OF, PRIMARY FUNCTION SHALL COMPLY WITH THE
 REQUIREMENTS IN CHAPTER 11 OF THE FLORIDA BUILDING
 CODE, BUILDING". SINCE THE FIXTURES FOR THE ADDITION
 ARE TO BE IN THE EXISTING BUILDING, AND SERVE AS THE
 PRIMARY FUNCTION AREA OF THE ADDITION, THE TOILET ROOMS
 IN THE EXISTING BUILDING SHALL COMPLY WITH CHAPTER 11
 OF THE BUILDING CODE AND SHALL BE ACCESSIBLE. PLEASE
 SUBMIT A DETAIL FOR THE EXISTING TOILET ROOMS TO SHOW
 COMPLIANCE WITH SECTION 11-4.22.
  
 2B. SEE ATTACHED SHEET CONCERNING THE DESIGN
 PROFESSIONALS AND FS 553.80(2)(B). THIS IS GIVEN AS A
 NOTICE ONLY AT THIS TIME.
  
 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 2007-04-07 Cont ID  
Sent By kstevens Date 2007-04-07 Time 09:21 Rev Time 0.00
Received By kstevens Date 2007-04-07 Time 09:21 Sent To  
Notes
2007-04-07 10:17:49DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 BUILDING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 FLORIDA ADMINSTRATIVE CODE
 FLORIDA STATUES
  
 1. SURVEY SHEET REQUIRES THE ORIGINAL SIGNATURE.
 SIGNATURE IS A PHOTO-COPY. FAC 61G1-17.002 & FS
 472.025.-THE TITLE BLOCK ADDRESS "OLD" OKEECHOBEE
 ROAD DOES NOT REFLECT THE DBPR WEBSITE SHOWING THE
 CORRECT ADDRESS OKEECHOBEE ROAD. THE COUNTY (PAPA) DOES
 NOT RECOGNIZE "OLD" OKEECHOBEE ROAD, NOR DOES THE CITY
 WPB'S ADDRESSING SYSTEM. PLEASE CHANGE THE TITLE BLOCK
 TO REFLECT THE CORRECT ADDRESS.-"OLD" OKEECHOBEE IS
 ALSO SHOWN IN THE DBPR WEBSITE FOR THE BUSINESS LICENSE
 (CERTIFICATE OF AUTHORIZATION) NUMBER. PLEASE SUBMIT AN
 ADDRESS CORRECTION TO DBPR WEBSITE INDICATING THE
 CORRECT ADDRESS OF OKEECHOBEE ROAD.
  
 2. ALL SHEETS FROM BUTLER MFG. CO. THE ENGINEER SHALL
 LEGIBLY INDICATE THEIR NAME, ADDRESS, AND LICENSE
 NUMBER ON EACH SHEET. IF PRACTICING THROUGH A DULY
 AUTHORIZED ENGINEERING BUSINESS, ENGINEERS SHALL
 LEGIBLY INDICATE THEIR NAME AND LICENSE NUMBER, AS WELL
 AS, THE NAME, ADDRESS, AND CERTIFICATE OF AUTHORIZATION
 NUMBER OF THE ENGINEERING BUSINESS ON EACH SHEET.
  
 3. ALL CIVIL SHEETS REQUIRE THE BUSINESS LICENSE,
 (CERTIFICATE OF AUTHORIZATION), IN THE TITLE BLOCK OF
 ARCHITECTURAL ALLIANCE. (SEE ATTACHED SHEET FROM DBPR).
 --THE SIGNATURE IS REQUIRED WHEN THE SEAL IS AFFIXED
 TO THE DOCUMENTS. IT APPEARS THAT INITIALS WERE USED
 WHICH IS NOT APPROVED. IF INDEED THIS IS THE LEGAL
 SIGNATURE, THEN A SIGNED, SEALED, NOTORIZED LETTER
 SHALL BE SUBMITTED FOR OUR FILES INDICATING THE LEGAL
 SIGNATURE. FAC 61G1-16.003, 61G1-16.004(5) & FS
 481.219, 481.2055.
  
 4. SHT L-1 THE SIGNATURE IS REQUIRED WHEN THE SEAL IS
 AFFIXED TO THE DOCUMENT. IT APPEARS THAT INITIALS WERE
 USED WHICH IS NOT APPROVED. IF INDEED THIS IS THE LEGAL
 SIGNATURE, THEN A SIGNED, SEALED, NOTORIZED LETTER
 SHALL BE SUBMITTED FOR OUR FILES INDICATING THE LEGAL
 SIGNATURE. FAC 61G1-16.003, 61G1-16.004(5) & FS
 481.219, 481.2055.
  
 5. SUBMIT CALCULATIONS FOR MINIMUM FACILITIES PER
 TABLES 1004.1.2 & 403.1. SHOW THE TOTAL SQUARE FOOTAGE
 FOR EACH OCCUPANCY.
  
 6. SHT A-1 KEY PLAN SHOWS A NEW TOILET ROOM AND SERVICE
 SINK LOCATION IN THE EXISTING BUILDING. PREVIOUS SHEETS
 INDICATE, " EXISTING BUILDING NOT IN CONTRACT", AND THE
 APPLICATION DOES NOT MENTION REMODEL OF EXISTING
 BUILLDING. PLEASE CLARIFY. APPLICATION REQUIRES A
 DESCRIPTION IN DETAIL OF THE PROJECT. SECTION 106.1.1.
  
 7. SHT A-4 SUBMIT CALCULATIONS FOR THE EXISTING ROOF.
 THERE WILL BE ADDITIONAL SQUARE FOOTAGE ADDED TO THE
 EXISTING ROOF WITH 1/2 THE AREA OF THE VERTICAL WALL OF
 THE NEW ADDITION CONTRIBUTING TO THE EXISTING ROOF
 DRAINS ADJACENT TO THE ADDITION. SHOW THE SQUARE
 FOOTAGE BEING DRAINED BY THE ROOF DRAINS PRIOR TO AND
 AFTER THIS NEW CONTRIBUTION. SUBMIT AN EXISTING ROOF
 PLAN TO SCALE AS WELL AS AN ELEVATION SHOWING THE
 HEIGHT OF ALL PARAPETS IN ORDER TO VERIFY ALL
 CALCULATIONS. INDICATE THE SIZE OF THE EXISTING RWL'S
 AND ASSOCIATED PIPING FOR THE EXISTING STORM SYSTEM.
 TABLE 1106.3 AND SECTIONS 1106.2, 1106.4. ALSO INDICATE
 THE SIZE OF THE SECONDARY ROOF DRAINS, OR OVERFLOW
 SCUPPERS ON THE EXISTING ROOF TO VERIFY THAT THEY ARE
 SUFFICIENT TO HANDLE THE NEW SQUARE FOOTAGE ADDED TO
 THE EXISTING ROOF. SECTION 1107.3.
  
 8. SHT A-7 SHOW COMPLIANCE WITH SECTION
 11-4.15.1.3(10)(A) PROVISIONS FOR THOSE WHO HAVE
 DIFFICULTY BENDING OR STOOPING AT THE DRINKING
 FOUNTAIN. INDICATE METHOD OF COMPLIANCE.
  
 9. ALL STRUCTURAL SHEETS A SIGNATURE IS REQUIRED WHEN
 SEALING DOCUMENTS. IT APPEARS THAT INITIALS WERE USED
 WHICH IS NOT APPROVED. IF INDEED THIS IS THE LEGAL
 SIGNATURE, THEN A SIGNED, SEALED, NOTORIZED LETTER
 SHALL BE SUBMITTED FOR OUR FILES INDICATING THE LEGAL
 SIGNATURE. FAC 61G15-23.002(1)(2) & FS 471.025.
  
 10. ALL MEP SHEETS THE SIGNATURE IS REQUIRED WHEN
 SEALING DOCUMENTS. 61G15-23.002(1)(2 & FS 471.025.
  
 11. SHT P0.1 THE WATER HAMMER ARRESTORS SHALL BE
 LOCATED NEAR THE FIXTURES, IN AN "EFFECTIVE RANGE", NOT
 IN THE CEILING AS SHOWN. PDI-WH 201 & MANUF.
 INSTALLATION INSTRUCTIONS. ALSO SEE PLUMBING NOTES
 #13.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 6 Status P Date 2008-12-01 Cont ID  
Sent By jroach Date 2008-12-01 Time 18:26 Rev Time 0.00
Received By jroach Date 2008-12-01 Time 18:26 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 5 Status P Date 2008-07-14 Cont ID  
Sent By bpowell Date 2008-07-14 Time 14:52 Rev Time 0.00
Received By bpowell Date 2008-07-14 Time 14:52 Sent To  
Notes
2008-07-14 14:53:441.ALL PARKING SPACES INCLUDING THE ADA SHALL BE
 DOUBLE STRIPPED AS A CONDITION OF APPROVAL.
  
 FOR QUESTIONS OR COMMENTS CONTACT; BOBBY POWELL JR.,
 [email protected], (561) 822-1401
Review Stop Z ZONING
Rev No 4 Status P Date 2008-02-06 Cont ID  
Sent By bpowell Date 2008-02-06 Time 17:28 Rev Time 0.00
Received By bpowell Date 2008-02-06 Time 17:28 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2007-12-07 Cont ID  
Sent By bpowell Date 2007-12-07 Time 17:23 Rev Time 0.00
Received By bpowell Date 2007-12-07 Time 17:23 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 2007-08-03 Cont ID  
Sent By bpowell Date 2007-08-03 Time 08:48 Rev Time 0.00
Received By bpowell Date 2007-08-03 Time 08:47 Sent To  
Notes
2007-08-03 08:53:091. THE NEW 10FT HIGH GATE SHALL BE IN THE LOCATION
 APPROVED BY THE MINOR AMENDMENT.
  
 2. THE TREE SHALL NOT BE LOCATED ON TOP OF THE GATE IN
 THE LANDSCAPE PLAN.
  
 3. THE PARKING SPACES ON EACH PLAN SHALL BE CONSISTENT
 ON ALL PLANS INCLUDED WITHIN THE PACKET.
  
 4.THE NEW GATE LOCATION NEEDS TO BE CONSISTENT ON ALL
 PLANS (THE LOCATION OF THE GATE VARIES ON DIFFERENT
 PLANS).
  
 5. THE SIZE OF THE BUILDING SHALL BE CONSISTENT ON EACH
 PLAN.
  
 FOR QUESTIONS OR COMMENTS PLEASE CONTACT:BOBBY
 POWELL, JR., PLANNER, [email protected], (561) 822-1435
Review Stop Z ZONING
Rev No 1 Status F Date 2007-04-02 Cont ID  
Sent By bpowell Date 2007-04-02 Time 08:17 Rev Time 0.00
Received By bpowell Date 2007-04-02 Time 08:16 Sent To  
Notes
2007-04-02 08:23:41THE SITE PLAN DOES NOT MATCH WHAT WAS ORIGINALLY
 PERMITTED AND WILL NEED TO UNDERGO A MINOR AMENDMENT.
  
 THE PLAN SHOWS A NEW GATE LOCATION.
  
 THE PLAN SHOWS A NEW WALL LOCATION.
  
 TEN (10) CONSECUTIVE PARKING SPACES ARE ALLOWED BETWEEN
 LANDSCAPE ISLANDS.
  
 THE ORIGNINAL PERMIT ALLOWED FOR 60,382 SQUARE FEET OF
 BULIDING.
  
 BOBBY POWELL, PLANNER
 (561)822-1435


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