Plan Review Details - Permit 05100089
Plan Review Stops For Permit 05100089
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2006-08-17 Cont ID  
Sent By lursu Date 2006-08-17 Time 09:32 Rev Time 0.00
Received By lursu Date 2006-08-17 Time 09:31 Sent To  
Notes
2006-08-17 00:00:00NEW ADDRESS HAS BEEN ISSUED FOR THIS
 LOCATION AS 1552 PALM BEACH LAKES
 BLVD,ATTACH PERMIT
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2006-03-02 Cont ID  
Sent By lursu Date 2006-03-02 Time 09:24 Rev Time 0.00
Received By jwitmer Date 2006-05-23 Time 10:08 Sent To PC
Notes
2006-03-02 00:00:00NEED REPLAT ,PRIVATE STREET TO BE NAMED
 BEFORE ISSUING AN ADDRESS.
  
 NAME SCHMITZ ENTERED IN ERROR 3-04-06
Review Stop B BUILDING (STRUCTURAL)
Rev No 14 Status P Date 2007-10-30 Cont ID  
Sent By jwitmer Date 2007-10-30 Time 07:11 Rev Time 0.77
Received By jwitmer Date 2007-10-29 Time 16:44 Sent To  
Notes
2007-10-30 07:11:49TRUSS SHOP DRAWINGS OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 13 Status P Date 2007-10-23 Cont ID  
Sent By jwitmer Date 2007-10-23 Time 11:50 Rev Time 1.22
Received By jwitmer Date 2007-10-23 Time 11:50 Sent To  
Notes
2007-10-23 11:57:35YKK AP
 YHS-50 FS STOREFRONT SYSSTEM NOA 06-1026.08
 35H(MS)STOREFRONT DOOR W/ TRANSOM
Review Stop B BUILDING (STRUCTURAL)
Rev No 12 Status F Date 2007-10-23 Cont ID  
Sent By jwitmer Date 2007-10-23 Time 11:44 Rev Time 0.33
Received By jwitmer Date 2007-10-23 Time 11:44 Sent To PC
Notes
2007-10-23 11:47:54BUILDING PLAN REVIEW
 PERMIT: 05100089
 ADD: 1552 PALM BEACH LAKES
 CONT: KUEBLER BUILDERS
 TEL: (419)467-6624
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW-TRUSS SHOP DRAWINGREVIEW
 ACTION: DENIED
  
 1) PLEASE REVIEW 61G 15-23.002(1) & (2) ENGINEERS
 SIGNINGAND SEALING PLANS, REPORTS ,ETC THE SIGNATURE IS
 TO BE AN ORIGINAL, NOT COPIES THAT A ENBOSSED SEAL IS
 PLACED ON EACH SHEET.PLEASE REVIEW REQUIREMENTS FOR A
 COVER SHEET OR INDEX SHEET THAT MAY BE TO YOUR
 BENEFIT.ENGINEERING TRUSS SHEETS HAVE BEEN RETAINED FOR
 THE POSSIBLE REVIEW BY THE BOARD OF ENGINEERS. PLEASE
 TAKE NOTE OF FLORIDA STATE STATUTE 471.025 WHEN PLANS
 AND REPORTS ARE TO BE SIGNED AND SEALED.
  
 PLEASE SEE ATTACHMENT 553.80(2)(B).
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
  
  
  
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 11 Status F Date 2007-10-12 Cont ID  
Sent By jwitmer Date 2007-10-12 Time 14:47 Rev Time 0.55
Received By jwitmer Date 2007-10-12 Time 14:47 Sent To B
Notes
2007-10-12 15:39:19BUILDING PLAN REVIEW
 PERMIT: 05100089
 ADD: 1552 PALM BEACH LAKES
 CONT: KUEBLER BUILDERS
 TEL: (419)467-6624
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 TRUSS SHOP DRAWINGREVIEW
 ACTION: DENIED
  
 1) PLEASE REVIEW 61G 15-23.002(1) & (2) ENGINEERS
 SIGNINGAND SEALING PLANS, REPORTS ,ETC THE SIGNATURE IS
 TO BE AN ORIGINAL NOT COPIES THAT A ENBOSSED SEAL IS
 PLACED ON EACH SHEET.PLEASE REVIEW REQUIREMENTS FOR A
 COVER SHEET OR INDEX SHEET THAT MAY BE TO YOUR
 BENEFIT.
  
  
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
  
  
  
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 10 Status P Date 2007-09-25 Cont ID  
Sent By jwitmer Date 2007-09-25 Time 11:29 Rev Time 0.77
Received By jwitmer Date 2007-09-25 Time 11:29 Sent To PC
Notes
2007-09-25 11:30:52SUBMITTAL SPLICE HOOK BARS - LETTER MARK JOHNSON PE
Review Stop B BUILDING (STRUCTURAL)
Rev No 9 Status P Date 2007-09-14 Cont ID  
Sent By jwitmer Date 2007-09-14 Time 14:36 Rev Time 0.78
Received By jwitmer Date 2007-09-14 Time 14:36 Sent To PC
Notes
2007-09-14 14:47:08SUBMITTALS:
 1)LETTER SPLICE REPAIR FOR # 8 REINFORCEMENT IN THE
 FRONT MASONRY WALL
 2) BEAM TO COLUMN REPAIR SK 8/29/07
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status F Date 2007-09-04 Cont ID  
Sent By jwitmer Date 2007-09-04 Time 11:33 Rev Time 0.77
Received By jwitmer Date 2007-09-04 Time 11:33 Sent To  
Notes
2007-09-04 12:19:49PERMIT: 05100089
 ADD: 1552 PALM BEACH LAKES
 CONT: KUEBLER BUILDERS
 TEL: (419)467-6624
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 WINDOW & DOOR SHOP DRAWING REVIEW:
  
 ACTION: DENIED
 REVISION:
 YKK AP
  
 YES 45 FS STOREFRONT SYSTEM
 03-0801.04 MISSLE IMPACT RATING: NONE
  
 1) THIS REVISION INDICATES THE USE OF A STOREFRONT
 SYSTEM WITH NO LARGE MISSILE WILL REQUIRESTORM
 SHUTTERS
  
 THE FOLLOWING IS TAKEN FROM THE BUILDING OFFICIALS
 IMPLEMENTATION STANDARDS FOR HIGH WIND-BORNE DEBRIS
 IMPACT PROTECTIONSTANDARD.
 104.6*/ 1609.1.4/ 1714.5 STANDARDS FOR WIND-BORNE
 DEBRIS IMPACT PROTECTION
 QUESTION# 13 RECOGNIZING SUCH CONCERNS AS ABSENTEE
 OWNERS, OR CASES WHERE LONGER TIME & EFFORT IS
 NECESSARY TO SECURE SHUTTERS ON LARGE OR MULTI-STORY
 BUILDINGS, WHAT MEASURES ARE BEING RECOMMENDED OR
 IMPLEMENTED TO ENSURE THAT COMPLETE INSTALLATION OR
 SECURING IS DONE SUFFICIENTLY IN ADVANCE OF THE
 HURRICANE?
  
 IN MATTERS CONCERNING PUBLIC SAFETY, HEALTH, AND THE
 GENERAL WELFARE NOT SPECIFICALLY ADDRESSED IN THE CODE,
 SECTION 104.6 OF THE FLORIDA BUILDING CODE,BUILDING,
 CHAPTER 1,
 ADMINISTRATIVE CODE2004 EDITION AS AMENDED BY THE CITY
 OF WEST PALM BEACH, PROVDES THE ABILITY FOR THE
 BUILDING OFFICIAL TO IMPLEMENT REQUIREMENTS FOR
 ENSURING STABILITY, STRENGTH, AND THE PROPER OPERATION
 OF EXISTING BUILDINGS.
  
 IN ORDER TO ASSURE THE SECURING OF SHUTTERS ON LARGE OR
 MULTI-STORY BUILDINGS, OR MULTIPLE BUILDINGS ON THE
 SAME PROPERTY, PRE-STORM PREPARATION PLANS MUST BE
 SUBMITTED BY THE PROPERTY OWNERS OR MANAGING AGENTS FOR
 REVIEW BY THE CONSTRUCTION SRVICES DEPARTMENT. ANY SUCH
 PLAN SHALL INCLUDE, AT A MINMUM, ON SITE LOCATION OF
 THE SHUTTERS, PARTY RESPONSIBLE FOR SECURING THE
 SHUTTERS ( SAID PARTY MUST BE LOCATED WITHIN PALM BEACH
 COUNTY), TOTAL NUMBER OF OPENINGS TO BE PROTECTED AND
 THE TOTAL TIME REQUIRED TO SECURE ALL OPENINGS.
 PROTECTION OF OPENINGS SHALL BE ACCOMPLISHEDWITHIN
 TWELVE (12) HOURS OR LESS OF THE
 OFFICIAL NOTIFICATION BY THE NATIONAL WEATHER SERVICES
 OF A HURRICANE WATCH.
  
 PROVISIONS IN THE BUILDING CODES (AND THIS STANDARD)
 ARE NOT INTENDED TO PROHIBIT THE USE OF ALTERNATE
 MATERIALS AND METHODS, AND THE BUILDING OFFICIAL TO
 REVIEW AND APPROVE ANY ALTERNATE DEEMED EQUIVALENT IN
 QUALITY, STRENGTH, EFFECTIVENESS, FIRE RESISTANCE,
 DURABILITY AND SAFETY PRESCRIBED BY THIS CODE. BASED
 UPON THIS CODE PROVISION, ACCEPTANCE OF ALTERNATE
 MATERIALS AND METHODS MAY BE APPROVED ON A CASE-BY-CASE
 BASIS AND SHALL REQUIRE SUFFICIENT EVIDENCE OR PROOF TO
 SUBSTANTIATE ANY CLAIM MADE REGARDING THE ALTERNATE.
  
 IF STORM SHUTTERS ARE APPROVED FOR THIS PROJECT THE
 FOLLOWING WOULD BE REQUIRED.
 PRODUCT APPROVAL REPORT WITH THE FOLLOWING
 INFORMATION.
 PROVIDE STORM PANEL INFORMATION WITH INSTALLATION
 SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 PROCEDURES: 1(B) A COMPLETE INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING
 OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
 BAR REINFORCING REQUIREMENTS, WALL PRES-
 SURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION
 TO FACILITATE PLAN REVIEW AND PERMIT
 ISSUANCE.
  
  
 2) WRONG ASCE7-98, SHOULD READ ASCE 7-02
  
 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
 OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
 CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
 RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
 BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
 REQUIREMENT, THE SPECIFIC
 REQUIREMENT SHALL BE APPLICABLE.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
  
  
  
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status F Date 2007-09-04 Cont ID  
Sent By jwitmer Date 2007-09-04 Time 10:23 Rev Time 1.55
Received By jwitmer Date 2007-09-04 Time 10:23 Sent To PC
Notes
2007-09-04 10:29:07BUILDING PLAN REVIEW
 PERMIT: 05100089
 ADD: 1552 PALM BEACH LAKES
 CONT: KUEBLER BUILDERS
 TEL: (419)467-6624
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 WINDOW & DOOR SHOP DRAWING REVIEW:
  
 ACTION: DENIED:
 REVISION:
 YKK AP YHS 50 STOREFRONT IMPACT
 YKK AP 35H(MS) STOREFRONT DOOR/ TRANSOM
  
 1) 2) SHOP DRAWINGS,WINDOW NOTES 12 SHEET 1 OF 5.
 NOTE 12 INDICATES MEETS THE DESIGN OF THE SOUTH
 FLORIDA BUILDING CODE PLEASE CORRECT
 AND SECOND THE WRONG ASCE 7 IS QOUTED USE THE CURRENT
 STANDARD STATED IN CHAPTER 35 OF THE
 2004 FBC.
 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
 OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
 CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
 RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
 BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
 REQUIREMENT, THE SPECIFIC
 REQUIREMENT SHALL BE APPLICABLE.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
  
  
  
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2007-08-14 Cont ID  
Sent By jwitmer Date 2007-08-14 Time 13:41 Rev Time 1.33
Received By jwitmer Date 2007-08-14 Time 13:41 Sent To PC
Notes
2007-08-14 13:48:02STEEL SHOP DRAWINGS STRUCTURAL STEEL AND TRUSS
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2007-04-24 Cont ID  
Sent By lmartine Date 2007-04-24 Time 18:08 Rev Time 0.00
Received By lmartine Date 2007-04-24 Time 18:08 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2007-03-08 Cont ID  
Sent By jwitmer Date 2007-03-08 Time 12:19 Rev Time 1.11
Received By jwitmer Date 2007-03-08 Time 12:05 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2006-10-02 Cont ID  
Sent By jwitmer Date 2006-10-02 Time 17:27 Rev Time 4.44
Received By jwitmer Date 2006-10-02 Time 17:27 Sent To  
Notes
2006-10-02 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 05100089
 ADD: 1540 P B LAKES BLVD
 CONT: "PLAN REVIEW"
 RETAIL PROPERTY INVESTORS,
  
 LLC
 TEL: (301)479-3248
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 3RD REVIEW
 ACTION: DENIED
 DO NOT IGNORE!!!!
 ***VERY IMPORTANT NOTE***
 1) 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.
 THE DESIGN TEAM SHALL REMOVE ALL OF
 THE PREVIOUS SHEETS THAT HAVE BEEN REVISED!!!!!!!!
  
 2) COMPLIED.
  
 3) FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. 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.
  
 4) COMPLIED.
  
 5) COMPLIED.
  
 6) COMPLIED.
  
 7) WILL REMAIN A NOTE, WILL BE ISSUED AS
 A PROVISO: 109.3.10.* IMPACT OF
 CONSTRUCTION.
  
 8) WILL REMAIN A NOTE, WILL BE ISSUED AS
 A PROVISO:109.3.10.1* HURRICANE
 PROTECTION.
  
 9) COMPLIED.
  
 10) COMPLIED.
  
 11) COMPLIED
  
 12) COMPLIED
  
 13) COMPLIED
  
 14) COMPLIED
  
 15) COMPLIED
  
 16) COMPLIED
  
 17) COMPLIED
  
 18) COMPLIED
  
 19) COMPLIED
  
 20) COMPLIED
  
 21) COMPLIED
  
 22)BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2006-05-23 Cont ID  
Sent By jwitmer Date 2006-05-23 Time 10:25 Rev Time 3.33
Received By jwitmer Date 2006-05-23 Time 10:08 Sent To  
Notes
2006-05-23 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05100089
 ADD: 1540 P B LAKES BLVD
 CONT: "PLAN REVIEW"
 RETAIL PROPERTY INVESTORS,
  
 LLC
 TEL: (301)479-3248
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2NDREVIEW
 ACTION: DENIED
  
 1) 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) @ND REQUEST, SUBMIT SURVEY WITH THE
 PROPOSED BUILDING LAYOUT. PLANS
 SUBMITTED ARE CIVIL PLANS NOT A SURVEY.
  
 3) 2ND REQUEST, FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. 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.
  
 4) SHEET C-3 NOW INDICATES (4)
 HANDICAPPED SPACES:11-4.6.2 LOCATION.
 ACCESSIBLE PARKING SPACES SERVING A
 PARTICULAR BUILDING SHALL BE LOCATED ON
 THE SHORTEST SAFELY ACCESSIBLE ROUTE OF
 TRAVEL FROM ADJACENT PARKING TO AN
 ACCESSIBLE ENTRANCE.
  
 5) COMPLIED.
  
 6) COMPLIED.
  
 7)WILL REMAIN A NOTE , WILL BE ISSUED
 WITH THIS AS A PROVISO:
 109.3.10* IMPACT OF CONSTRUCTION. ALL
 CONSTRUCTION ACTIVITY REGULATED BY THIS
 CODE SHALL BE PERMORMED IN A MANNER SO
 AS NOT TO ADVERSLY 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 HISTORICSURFACE WATER
 DRAINAGE FLOWS SERVING ADJACENT
 PROPERTIES, & MAY REQUIRE SPECIAL
 DRAINAGE DESIGNCOMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED
 SITES.ACCORDINGLY, DEVELOPERS,
 CONTRACTORS, AND OWNERS OF ALL NEW
 RESIDENTIAL DEVELOPMENET, 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 PROFESSIONALY
 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.
  
 8) WILL REMAIN A NOTE, WILL BE ISSUED AS
 A PROVISO:
 109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENET 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
 HIGHWINDS.
 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.
  
 9A-F) COMPLIED.
  
 10) COMPLIED.
  
 11) PRODUCT APPROVALS
 A) METAL EXT DOORS- COMPLIED
 B) GLAZED DOORS- COMPLIED
 C) WINDOWS- COMPLIED
 D) MULLIONS_ COMPLIED
 E) EFIS- COMPLIED
 F) AWNINGSUNDER SEPERATE PERMIT.
 G) ROOFING ASSEMBLIES:
 ROOF INSULATION- COMPLIED
 UNDERLAYMENT- COMPLIED
 MODIFIED- COMPLIED
 H)MONIER TILE- CONTRACTOR TO
 HIGHLIGHT WHICH FASTENER TYPE (
 (FT-LBS)
  
 12) COMPLIED- AWNINGS UNDER SEPERATE
 PERMIT.
  
 13) COMPLIED.
  
 14) COMPLIED.
  
 15) COMPLIED.
  
 16A) ENERGY FORMS- THIS IS STILL A PLAN
 REVIEW WHEN TURNED TO PERMIT RAISED SEAL
 IS REQUIRED.
 PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 16B) WILL BE THE WRONG FORM, WILL NEED
 TO BE FORM 400A-2004 FOR PERMIT.
  
 17) THE ENERGY FORM WHEN TURNED INTO
 PERMIT WILL REQUIRE:NOTE PLANS
 SUBMITTED AFTER 01-01-06 FOR PERMIT
 APPLICATION SHALL HAVE THE WORD
 "LICENSE" RATHER THAN CERTIFICATE ON THE
 EMBOSSED SEAL. RULE 61G15-23.001(1)
  
 18) SHEET S1.0 STILL REFRENENCES THE
 WRONG ASCE, 2004 CODE / ASCE 7-02.
  
 19) COMPLIED.
  
 20) @ND REQUEST, THE SOILS REPORTS
 SUBMITTED IN THE PROJECT MANUAL ARE
 COPIES.
 PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 FL BLD CODE 1802.2.1 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 21) COMPLIED
  
 22) 2ND REQUEST.BEFORE A PERMIT TO
 CONSTRUCT, MAY BE ISSUED, IMPACT FEES
 MUST BE PAID TO PALM BEACH COUNTY. THE
 ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-03-01 Cont ID  
Sent By jwitmer Date 2006-03-01 Time 13:08 Rev Time 5.55
Received By jwitmer Date 2006-03-01 Time 13:07 Sent To  
Notes
2006-03-01 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05100089
 ADD: 1540 P B LAKES BLVD
 CONT: "PLAN REVIEW"
 RETAIL PROPERTY INVESTORS,
  
 LLC
 TEL: (301)479-3248
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 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.
  
  
 1) SEE ADDRESSING CONTACT LILI URSA AT
 (561)822-1239 FOR APPROVED ADDRESS AND
 SUBMIT REPLAT.
  
 2) SUBMIT SURVEY WITH PROPOSED BUILDING
 ON SURVEY.
  
 3) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
 NOTE RECORDED NOC IF WORK HAS NOT
 STARTED WITHIN 90 DAYS OF RECORDING, NOC
 BECOMES NULL AND VOID REQUIRING
 RE-RECODING. FL S S 713.13(2)
  
 4)SHEET C-3 INDICATES ONLY 2 HANDICAPPED
 SPOTS WHILE 3 ARE REQUIRED.11-4.1.2(5)
 PARKING SPACES:
 (A)IF PARKING SPACES ARE PROVIDED FOR
 SELF-PARKING BY EMPLOYEES OR VISITORS,
 OR BOTH, THEN ACCESSIBLE SPACES
 COMPLYING WITH SECTION 11-4.6 SHALL BE
 PROVIDED IN EACH SUCH PARKING AREA. SUCH
 SPACES SHALL BE DESIGNED AND MARKED FOR
 EXCLUSIVE USE OF THOSE INDIVIDUALS WHO
 HAVE A SEVERE PHYSICAL DISABILITY AND
 HAVE PERMANENT OR TEMPORARY MOBILITY
 PROBLEMS THAT SUBSTANTIALLY IMPAIR THEIR
 ABILITY TO AMBULATE AND WHO HAVE BEEN
 ISSUED EITHER A DISABLED PARKING PERMIT
 UNDER SECTION 316.1958 OR 320.0848,
 FLORIDA STATUTES, OR A LICENSE PLATE
 UNDER SECTION 320.084, 320.0842,
 320.0843, OR 320.0845, FLORIDA STATUTES.
 THE NUMBER OF ACCESSIBLE PARKING SPACES
 SHALL COMPLY WITH THE TABLE BELOW AND
 THE FOLLOWING:
  
 TOTAL PARKING IN LOT
 REQUIRED MINIMUM NUMBER OF ACCESSIBLE
 SPACES
 1 TO 251
 26 TO 502
 51 TO 753
  
 5)SHEET C-3 SHOW COMPLICANCE WITH
 11-4.1.2(1)
 AT LEAST ONE ACCESSIBLE ROUTE COMPLYING
 WITH SECTION 11-4.3 SHALL BE PROVIDED
 WITHIN THE BOUNDARY OF THE SITE FROM
 PUBLIC TRANSPORTATION STOPS, ACCESSIBLE
 PARKING SPACES, PASSENGER LOADING ZONES
 IF PROVIDED, AND PUBLIC STREETS OR
 SIDEWALKS, TO AN ACCESSIBLE BUILDING
 ENTRANCE.
  
 6) SHEET AA INDICATES THE WRONG CODE,
 OCT 1, 2006 PLANS SUBMITTED ON THIS DATE
 AND AFTER WILL BE REVIEWED UNDER THE
 2004 FL BUILDING CODE. NOTE, IF PLANS
 SUBMITTED BEFORE THIS DATE UNDER PLAN
 REVIEW AND NO PERMIT APPLICATION WAS
 APPLIED FOR BEFORE OCT 1, 2006, THE
 PROJECT WILL NEED TO BE RE-REVIEWED
 UNDER THE 2004 FBC.
  
 7) 109.3.10* IMPACT OF CONSTRUCTION. ALL
 CONSTRUCTION ACTIVITY REGULATED BY THIS
 CODE SHALL BE PERMORMED IN A MANNER SO
 AS NOT TO ADVERSLY 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 HISTORICSURFACE WATER
 DRAINAGE FLOWS SERVING ADJACENT
 PROPERTIES, & MAY REQUIRE SPECIAL
 DRAINAGE DESIGNCOMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED
 SITES.ACCORDINGLY, DEVELOPERS,
 CONTRACTORS, AND OWNERS OF ALL NEW
 RESIDENTIAL DEVELOPMENET, 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 PROFESSIONALY
 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.
  
 8) 109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENET 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
 HIGHWINDS.
 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.
  
 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 PERMIT WAS ISSUED.
 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.
  
 10) 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.
  
 11) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) METAL EXTERIOR DOORS
 B) GLAZED DOORS
 C) WINDOWS
 D) MULLIONS
 E) EFIS SYSTEMS AND COMPONENTS
 F) AWNINGS
 G) ROOFING ASSEMBLIES
 FLAT ROOF MEMBRANE
 INSULATION
 UNDERLAYMENT
 TILE
  
 12) FABRIC AWNINGS:
 3105.4.1
 DESIGN OF THE FRAMING MEMBERS SHALL NOT
 BE BASED ON REMOVAL OR REPOSITIONING OF
 PARTS, OR THE WHOLE, DURING PERIODS OF
 75 MPH WIND VELOCITY.
  
 3105.4.2
 DESIGN OF THE STRUCTURAL FRAMING MEMBERS
 SHALL BE BASED ON RATIONAL ANALYSIS,
 USING THE APPLICABLE WIND LOADS OF
 CHAPTER 16 AS SHOWN BELOW:
  
 3105.4.2.1
 THE WIND DESIGN LOADS FOR ANY FABRIC OR
 MEMBRANE-COVERED STRUCTURE DESIGNED WITH
 A QUICK REMOVAL OR BREAKAWAY MEMBRANE OR
 FABRIC AT WIND VELOCITIES OF 75 MPH,
 SHALL BE BASED ON THE FOLLOWING
 CRITERIA:
 1.MINIMUM WIND VELOCITY OF 3-SECOND
 WIND GUST 90 MPH
 2.IMPORTANCE FACTOR BASED ON LOW
 HAZARD TO HUMAN LIFE OF 0.77.
 3.EXPOSURE CATEGORY B FOR OR C AS
 DEFINED IN CHAPTER 16 .
  
 3105.4.2.2
 THE WIND DESIGN LOADS FOR ANY FABRIC OR
 MEMBRANE COVERED STRUCTURE DESIGNED WITH
 A PERMANENT OR NONREMOVABLE FABRIC OR
 MEMBRANE, SHALL BE BASED ON THE
 FOLLOWING CRITERIA:
 1.MINIMUM WIND VELOCITY AS REQUIRED
 IN CHAPTER 16 .
 2.IMPORTANCE FACTOR BASED ON LOW
 HAZARD TO HUMAN LIFE OF 0.77.
 3.EXPOSURE CATEGORY B OR C AS
 DEFINED IN CHAPTER 16 .
  
 3105.4.2
 THE FABRIC PORTIONS OF AWNINGS FABRIC
 COVERED FRAMES SHALL BE SECURELY LACED,
 TIED OR OTHERWISE FASTENED TO THE FRAME;
 NO RAFTER OR FRONT BAR WILL BE PERMITTED
 IN POCKETS; AND IN NO CASE SHALL A
 ROLLING CURTAIN BE CAUSED TO OPERATE
 OVER A CANOPY FRAME.
  
 3105.4.3
 THE HORIZONTAL PROJECTION OF
 CANTILEVERED PORTIONS SHALL NOT BE
 GREATER THAN TWO TIMES THE HEIGHT,
 EXCEPT WHERE THE BUILDING CONSTRUCTION
 DOES NOT PERMIT A PROPER INSTALLATION;
 IN WHICH CASE, VARIANCE MAY BE PERMITTED
 BY THE BUILDING OFFICIAL, BASED ON
 SPECIAL DESIGN AND CONSTRUCTION.
  
 13) CONCENTRATED LOADS PROVIDE
 INFORMATION ON THE CONCENTRATED LOADS OF
 THE AIR HANDLERS ON THE ROOF ABOVE THE
 BAR JOIST.1607.4 CONCENTRATED LOADS .
 FLOORS AND OTHER SIMILAR SURFACES SHALL
 BE DESIGNED TO SUPPORT THE UNIFORMLY
 DISTRIBUTED LIVE LOADS PRESCRIBED IN
 SECTION 1607.3 OR THE CONCENTRATED LOAD,
 IN POUNDS (KILONEWTONS), GIVEN IN TABLE
 1607.1 , WHICHEVER PRODUCES THE GREATER
 LOAD EFFECTS. UNLESS OTHERWISE
 SPECIFIED, THE INDICATED CONCENTRATION
 SHALL BE ASSUMED TO BE UNIFORMLY
 DISTRIBUTED OVER AN AREA 2.5 FEET BY 2.5
 FEET [6.25 FT 2 (0.58 M 2 )] AND SHALL
 BE LOCATED SO AS TO PRODUCE THE MAXIMUM
 LOAD EFFECTS IN THE STRUCTURAL MEMBERS.
  
 14) PROVIDE INFORMATION ON ATTACHMENT OF
 THE ROOF TOP AIR HANDLERS TO THE ROOF
 DECK. ADDITIONAL INFORMATION.
  
 15) NOTE PROVIDE THE EFIS PRODUCT
 APPROVAL REPORT, ALSO PROVIDE
 INFORMATION ON EFIS FOR HORIZONTAL
 APPLICATION.
  
 16) ENGINEER TO SIGN AND SEAL PLANS SO
 SEAL IS VISIBLE.
 PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 17) SEAL IS UNREADABLE STAMPED OVER THE
 ENGINEERS HEADER. NOTE PLANS SUBMITTED
 AFTER 01-01-06 FOR PERMIT APPLICATION
 SHALL HAVE THE WORD "LICENSE" RATHER
 THAN CERTIFICATE ON THE EMBOSSED SEAL.
 RULE 61G15-23.001(1)
  
 18) SHEET S.01 REVISE PLANS TO THE 2004
 FBC.
  
 19) SHEET S.30 DETAIL 1 INDICATES USE OF
 PLYWOOD SHEETHING, SEE TABLE 601
 FOOTNOTE (2).
 IN TYPE I AND II CONSTRUCTION,
 FIRE-RETARDANT-TREATED WOOD SHALL BE
 ALLOWED IN BUILDINGS INCLUDING GIRDERS
 AND TRUSSES AS PART OF THE ROOF
 CONSTRUCTION WHEN THE BUILDING IS:
 I. TWO STORIES OR LESS IN HEIGHT;
 II. TYPE II CONSTRUCTION OVER TWO
 STORIES; OR
 III. TYPE I CONSTRUCTION OVER TWO
 STORIES AND THE VERTICAL DISTANCE FROM
 THE UPPER FLOOR TO THE ROOF IS 20 FEET
 OR MORE.
  
 20) SUBMIT GEOTECH REPORT:
 1802.2.1 QUESTIONABLE SOIL.
 WHERE THE SAFE-SUSTAINING POWER OF THE
 SOIL IS IN DOUBT, OR WHERE A
 LOAD-BEARING VALUE SUPERIOR TO THAT
 SPECIFIED IN THIS CODE IS CLAIMED, THE
 BUILDING OFFICIAL SHALL REQUIRE THAT THE
 NECESSARY INVESTIGATION BE MADE. SUCH
 INVESTIGATION SHALL COMPLY WITH THE
 PROVISIONS OF SECTIONS 1802.4 THROUGH
 1802.6 .
  
 21) SHEET S.20 BAASE PLATE MISSING SIZE
 OF WELD COLUMN TO BASE PLATE.
  
 22) BEFORE A PERMIT TO CONSTRUCT, MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
 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.
 ) 106.3.3* PRODUCT APPROVALS- 2004
 THOSE PRODUCTS THAT ARE RGULATED BY DCA
 RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITTING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
Review Stop E ELECTRICAL
Rev No 5 Status P Date 2007-04-10 Cont ID  
Sent By dpalmer Date 2007-04-10 Time 15:43 Rev Time 0.00
Received By dpalmer Date 2007-04-10 Time 14:17 Sent To  
Notes
2007-04-10 15:58:14ELEC OK,STAMPED ELEC.
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2007-02-04 Cont ID  
Sent By dpalmer Date 2007-02-04 Time 14:49 Rev Time 0.00
Received By dpalmer Date 2007-02-04 Time 13:22 Sent To  
Notes
2007-02-04 14:51:40*** UNSAT 4TH REVIEW ***
  
 ** PLEASE SEE THIS IS THE FIRST REVIEW UNDER PERMIT
 APPLICATION. THIS IS THE 4TH REVIEW FOR THE PROJECT.
  
 ** PLEASE SEE SOME OF THE NOTES ARE THE SAME FROM
 PREVIOUS REVIEW. PLEASE ALSO SEE NEW COMMENTS DUE TO
 CHANGES MADE TO PLANS, CHANGES IN CODE AND PLANS
 SUBMITTED.
  
  
 1) NOTE: PLEASE SEE THAT THE PLANS WERE ONLY NOW
 SUBMITTED FOR PERMIT APPLICATION ON JANUARY 16, 2007
 WHICH PLACES THE ENTIRE PROJECT UNDER THE NEW CODES
 WHICH WERE ADOPTED BY THE STATE OF FLORIDA ON DECEMBER
 8TH, 2006. THIS INFORMATION WAS DIRECTLY CONVEYED TO
 THE DESIGN TEAM AND ON PREVIOUS REVIEW NOTES THAT THE
 PLANS WERE ONLY SUBMITTED UNDER *PLAN REVIEW* AND WERE
 NOT SUBMITTED UNDER PERMIT APPLICATION. ONLY IF
 SUBMITTED UNDER PERMIT APPLICATION BEFORE THE DECEMBER
 8TH, 2006 DATE WOULD THIS PROJECT FALL UNDER THE
 PREVIOUS CODES?
 THIS INFORMATION WAS ALSO GIVEN TO THE CONTRACTOR
 BEFORE THE PLANS WERE SUBMITTED THAT THE NEW CODES WENT
 INTO AFFECT AND THE CONTRACTOR MENTIONED HE WAS ASSURED
 BY THE DESIGN TEAM THAT THE PLANS HAD BEEN CHANGED,
 HOWEVER THE PLANS HAVE NOT CHANGED AND THE CODES ARE
 STILL UNDER THE OLD CODES.
 PLEASE SEE THAT PLANS SHALL NOW BE DESIGNED UNDER 2006
 REVISIONS TO THE 2004 FBC, AND THE 2005 NEC.
 (NFPA-70).
  
 2) NOTE: PLEASE SEE HAND DRAWN CHANGES TO THE
 ELECTRICAL PLANS WERE DONE AND SOME ARE SIGNED BY OTHER
 THAN THE ENGINEER OF RECORD OF THOSE SHEETS. THE
 SIGNATURE AS ON THE ARCHITECTURAL PLANS IS THAT ON THE
 ELECTRICAL PLANS.
 PLEASE ALSO SEE OTHER ITEMS WHICH WERE HAND DRAWN ON
 PLANS WITH OUT ANY INFORMATION WHICH IS NOT PERMITTED.
 PLEASE RE-PRINT ALL SHEETS FOR CODE CORRECTIONS, AND
 OTHER ITEMS HAND DRAWN ON PLANS AND HAVE PLANS
 RE-SIGNED, DATED AND SEALED BY THE DESIGNER(S) OF
 RECORD WHICH ARE RESPONSIBLE FOR THEIR SHEETS ONLY.
 FS 471.025, FAC 61G15-23.002
 FBC 106.1, 106.3.5.1.2
 ** PLEASE KNOW THAT ONE SET OF PLANS ARE NOW BEING
 RETAINED BY THIS OFFICE.
  
 3) NOTE: PLEASE SEE ONLY ONE SET OF UPDATED ENERGY
 CALCULATIONS WERE SUBMITTED AND THE DATES ON THOSE WERE
 12/11/06. PLEASE SEE THAT IN ANY CASE THEY DO NOT
 CORRELATE WITH THE PLANS FOR LIGHTING ALLOWANCES.
 PLEASE SEE THE 2006 REVISIONS TO THE 2004 FBC CHAPTER
 HAVE HAD REVISIONS.
 PLEASE SEE 13-415.1.AB.1 AND 13-415.2 FOR PERFORMANCE
 CALCULATIONS WHICH NEED TO CORRELATE WITH THE ENERGY
 CALCULATIONS AND PLANS FOR MAXIMUM LIGHTING
 ALLOWANCES.
  
 4) NOTE: PLEASE SEE COMPLIANCE WITH CHAPTER 13 HAS NOT
 YET BEEN ACCOMPLISHED. PLEASE SEE THAT THE CODE HAS
 CHANGED, HOWEVER ITEMS FROM PREVIOUS REVIEW HAVE NOT
 YET BEEN COMPLETELY ADDRESSED.
 PLEASE SEE ALL ENTRANCES INTO SPACE SHALL CONTAIN AN
 OVER RIDE DEVICE OF SOME KIND. (FRONT DOOR?) WHICH DOES
 NOT CONTAIN EITHER OC TYPE DEVICE TO OVER-RIDE THE
 TIMED SCHEDULING OR AN OVER RIDE TYPE SWITCHING
 DEVICE.
 PLEASE SEE THE SWITCHES ON SW BANK *A* AND *B* DO NOT
 INDICATE ANY MAXIMUM TIMES FOR OVER RIDE, ONLY THE SW
 *C* INDICATES THE MAXIMUM OF 4HRS ON OVER RIDE.
 PLEASE SEE 13-415.1.ABC.1.1, .1.2 AND .1.3.
 (PLEASE BE SURE TO SEE NEW 2006 REVISIONS TO THE 2004
 FBC).
  
 5) NOTE: PLEASE SEE THE PHOTO-METRICS SUBMITTED NOW
 CONTAIN A SIGNATURE AND LICENSE NUMBER FOR THE
 ARCHITECT, HOWEVER NOT COMPLETE TITLE BLOCK IS ON
 PLANS/SHEETS AND THEY ARE NOT SEALED WITH THE REQUIRED
 RAISED SEAL.
 FAC 61G1-16.004, FS 481.221
  
  
 ** ** 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
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2006-09-24 Cont ID  
Sent By dpalmer Date 2006-09-24 Time 12:45 Rev Time 0.00
Received By dpalmer Date 2006-09-24 Time 11:35 Sent To  
Notes
2006-09-24 00:00:00********** UNSAT 3RD REVIEW **********
  
 **PLEASE KNOW PLANS ARE BEING SUBMITTED
 FOR "PLAN REVIEW " FOR THE 3RD TIME.
  
 ** PLEASE SEE SOME COMMENTS FROM THE
 PREVIOUS REVIEW HAVE NOT BEEN ADDRESSED
 ANDNEW COMMENTS.
  
  
 1)NOTE: NO, COMPLETE COMPLIANCE WITH THE
 FBC CHAPTER 13 IS NOT YET ACHIEVED.
 PELASE SEE THAT ALL LIGHTING SHALL BE
 AUTOMATICALLY SHUT OFF FOR INTERIOR. NL
 CIRCUIT(S) ARE OK. ).
 PLEASE SEE OVER -RIDES SHALL LOCATED IN
 THE LOCATION OF INGRESS AND EGRES INTO
 SPACES/AREAS AND THE OCCUPANT MUST BE
 ABLE TO SEE ALL LIGHTING IN WHICH IS
 BEING OVER-RIDEN. PLEASE SEE THAT ALL
 OVER TIMES SHALL BE STATED ON PLANS FOR
 THE DEVICES BEING CHOSEN. IF A TIMER
 TYOE OFR OR, THEN 4HRS MAX, IF OCCUPANT
 SENSOR TYOE THEN 30 MINS MAX.
 PLEASE SEE ALSO ALL SEPARATE SPACES WITH
 NFLR TO CEILING HEIGHT PARTITIONS.
 PLEASE SEE MANY AREAS WHICH DO NOT
 CONTAIN THESE OVER RIDES.
 PLEASE SEE NO LIGHTING DENSITES ARE
 SUBMITTED OR INDICATED. PLEASE SEE FORM
 "A" SHOWS "MANUAL" MEANS FOR ALL
 SHUTOFF, WHICH IS NOT THE CASE.
 PLEASE SEE PERFORMANCE CALCULATIONS
 WHICH LIMITS THE WATTAGE USEAGE.
 PLEASE SEE FBC 2004 CHAPTER 13,
 13-415.1.ABC.1.1, .1.2 AND .1.3.
 13-415.1.AB.1 WHICH MENTIONS 415.2, THEN
 SEE 13-415.2, 13-415.2.ABC.1, WHICH
 GIVES TABLES 415.2.C.1, 415.2.B.1
 ** PLEASE KNOW, AS THIS INFORMATION HAS
 NOT YET BEEN SUBMITTED, THIS CANE NOT BE
 REVIEWED.
  
 ** PREVIOUS REVIEW NOTE REVIEW #2**
 NOTE #1 NO, PLEASE SEE THAT THE
 PREVIOUS REVIEW NOTE WAS ALSO FOR
 COMPLIANCE OF THE FBC 2004.
 PLEASE SEE REPSONSE MENTIONS, THE PLANS
 INDICATED 2002 NEC.
 PLEASE SEE FBC 2004, CHAPTER 13
 413.1ABC.1 FOR VOLTAGE DROP CALCS
 REQUIED FOR WORST CASE.
 PLEASE SEE 13-413.1.ABC.2.2
 PLEASE SEE 13-415.1.ABC.1.1 , .2 AND .3
 PLEASE SEE A TIME CLOCK SYSTEM IS BEING
 PROPOSED WITH SWITCHES LOCATED AT THE
 ACCESSIBLE LOCATION, HOWEVER PLEASE
 PROVIDE INFORMATION ON THESE SWITCHES.
 THEY CAN OVER-RIDE NO LONGER THAN 4HRS.
 PLEASE SEE SEPARATE SPACES AND CONTROLS
 REQUIRED.
 ** PLEASE SEE ENERGY CALCS SHEETS ARE
 "RUBBER-STAMPED" WITHE THE ENGINEERS
 SEAL WHICH IS NOT PERMITTED UNDER FS
 471.025. PLEASE ALSO SEE THE WORDING
 "CERTIFICATE" IS NO LONGER PERMITTED IN
 SAID SEALS. PLEASE SEE FAC 61G15-23.001,
 IN A RULING PASSED IN FEB 04, IN WHICH
 THE WORDING "CERTIFICATE" IN SEAL HAD TO
 BE CHANGED TO "LICENSE". THE EXTENSION
 GRANTED WAS TO DEC 31ST,2005. THESE TYOE
 SEALS ARE NO LONGER PERMITTED.
  
 **PREVIOUS NOTE REVIEW #1 **
 PLEASE SEE THAT AS OF OCT 1ST,
 2005 THE STATE OF FLORIDA HAS NOW
 ADOPTED THE 2004 FBC. PLEASE ADJUST ALL
 LOCATIONS AND DESIGNS ON PLANS.
 THIS IS REQUIRED FOR ALL TRADES AND FOR
 ALL TRADES WHETHER OR NOT COMMENTS ARE
 MADE BY OTHER REVIEWER(S).
 PLEASE KNOW, WE ARE CURRENTLY UNDER THE
 2002 NEC WHICH DOES NEED TO BE CHANGED
 ON PLANS.
  
 2)NOTE: NO, PLEASE SEE ELECTRICAL SHEETS
 HAVE NOW HAD THE TITLE BLOCKS REVISED TO
 NOW INCLUDE AN ENGINEERING FIRM. PLEASE
 SEE THESE TITLE BLOCKS FOR ELECTRICAL
 SHEETS ARE REQUIRED TO CONTAIN THE
 PRINTED NAME AND PRINTED LICENSE NUMBER
 OF THE ENGINEER OF RECORD. FAC
 61G15-23.002.
 ** THE RESPONSE LETTER WAS REVIEWED
 WHERE HERSCHMAN DOES NOT BELIEVE THE
 ARCHITECTUARAL FIRM IS REQUIRED TO
 CONTAIN AND CA FOR THE ENGINEERING
 BUSINESS.
 PLEASE KNOW, WHEN THE VALUE AND SCOPE
 RELEVANT TO PROJECT ISINCIDENTAL TO
 THE MAJORITY OF SCOPE AND THE ARCHITECT
 IS QUALIFIED TO DO SCOPE AND SIGNS AND
 SEAL PLANS WHICH DOES NOT REQUIRE AN
 ENGINEER, THIS WOULD BE OK, HOWEVER THIS
 WAS CONFIRMED WITH THE STATE OF
 FLORIDA'S FLORIDA BOARD OF PROFESSIONAL
 ENGINEER'S AS THE PLANS ARE SIGNED,
 DATED AND SEALED BY AN ENGINEER. IF THE
 ENGINEER WORKS FOR HERSCHMAN AND IS
 PROVIDING ENGINEERING SERVICES, THEN A
 CERTIFICATE OF AUTHORIZATION NUMBER IS
 REQUIRED FOR THE FIRM. PLEASE OBTAIN IN
 WRITING FROM THE STATE BOARD AND STATE'S
 LEGAL COUNSEL TO THE BOARD WHERE THIS IS
 NOT REQUIRED ON THIS PROJECT AS THIS IS
 IN DIRECT CONFLICT WITH THE DIRECTION
 GIVEN TO THIS OFFICE BY THE BOARD AND
 LEAGAL COUNSEL.
 WE HAVE ONTACTED THE STATE'S LEGAL
 COUNSEL MORE THAN ONCE FOR THIS.
 ONCE ALL REVIEWS ARE COMPLETE, THE PLANS
 WILL BE RETAINED ANDTURNED OVER TO THE
 STATE FLORIDA BOARD OF PROFESSIONAL
 ENGINEERS FOR REVIEW OF THIS AND CODE
 COMPLIANT COMMENTS AS PLANS HAVE BEEN
 SUBMITTED THREE TIMES WITH MANY COMMENTS
 FOR CODE COMPLIANCE NOT ADDRESSED.
  
 ** PREVIOUS REVIEW COMMENTS REVIEW #2**
 NOTE #2 NO, PLEASE SEE THAT SAME
 COMMENT STANDS AS TITLE BLOCKS DO NOT
 CONTAIN THE REQUIRED CA # FOR NEW
 SHEETS. A CA# IS NOW SHOWN ONLY ON
 ARCHITECTURALS WHICH IS VALID FOR THE
 ARCH BUSINESS. PLEASE SEE NOTES BELOW,
 FOR ENGINEERING SERVICES PROVIDED. WE
 HAVE CONFIRMED THIS WITH THE STATE BOARD
 OF ENGINEERS. ONE ROLL OF PLANS ARE
 BEING RETAINED AT THE REQUEST OF THE
 FLORIDA BOARD OF PROFESSIONAL ENGINEERS.
 PLEASE ADDRESS THIS COMMENT FOR ALL
 TRADES AND FOR ALL SHEETS WHETHER OR NOT
 THIS COMMENT IS MADE BY ANY OTHER
 TRADES.
  
 ** PREVIOUS NOTE **PLEASE COMPLETE ALL
 TITLE BLOCK INFORMATION FOR MEP PLANS.
 PLEASE SEE FLORIDA ADMINISTRATIVE CODE
 WHICH REQUIRES, THE CERTIFICATE OF
 AUTHORIZATION # ON TITLE BLOCK ALONG
 WITH ALL OTHER INFORMATION AS SET FORTH
 IN FAC 61G15-23.002, AS REQUIRED UNDER
 FS 471.023.
 PLEASE SEE IF FIRM LISTED ON TITLE
 BLOCK, (HERSCHMAN) IS ALSO PRACTICING
 UNDER ENGINEERING, THEN A CA # FOR
 ENGINEERING BUS WOULD ALSO BE REQUIRED.
 PLEASE CALL TO GO OVER THIS IF THERE ARE
 ANY QUESTIONS.
  
 3)NOTE: NOTE #3 OK.
  
 4)NOTE: NOTE #4, OK.
  
 5)NOTE: OK
  
 6)NOTE: NOTE #6 OK.
  
 7)NOTE: OK, HOWEVER PLEASE SEE THAT ALL
 SETS MUST BE SIGNED, DATED AND SEALED.
 PLEASE SEE SHEETS WHICH ARE ONLY
 PHOTO-COPIES. WHICH IS NOT PERMITTED.
 FAC 61G15-23.002, FS 471.025
  
 ** NEW NOTES**
  
 1) NOTE:NO, PLEASE SEE THESE CONTAIN A
 TITLE BLOCK FROM HERSCHMAN AND ARE
 REQUIRED TO BE SIGNED, DATED SEALED. FS
 481.221.
 PLEASE KNOW IF THESE DOCUMNETS WERE NTO
 BE HERSCHMAN, THEN PLEASE REMOVE TITLE
 BLOCKS AND THE PERSON/PERSONS WHO ARE
 RESPONSIBLE FOR SAID PLANS SHALL CLEARLY
 INDICATE ALL THEIR INFORMATIONA AND SIGN
 PLANS. ETC
 FBC 106.1, FS 481, 471, FAC 61G1-16.004,
 61G15-23.002 ETC.
  
 ** PREVIOUS REVIEW NOTE REVIEW #2
 PLEASE SEE PHOTO-METRICS WHICH
 WERE SUBMITTED IN INDIVIDUAL SHEETS IN
 PACKAGE. PLEASE BE SURE THESE SHEETS ARE
 SIGNED, DATED AND SEALED AND INSERTED
 INTO SETS.
  
 2) NOTE: THIS NOTE WILL STAND FOR NEW
 PLANS.
  
 ** PREVIOUS REVIEW NOTE REVIEW #2**
 PLEASE SEE PREVIOUS NOTES FROM
 MORE THAN ONE TRADE WHICH REQUESTED ALL
 OLD/VOIDED SHEETS TO BE REMOVED FROM
 SETS AND ONLY INSERT NEW SHEETS INTO TWO
 COMPLETE SETS FOR REVIEW AND STAMPING.
 ONLY ONE COPY OF THE OLD/VOIDED SHOULD
 BE SUBMITTED SEPARATELY FOR REFERENCE.
  
 ** NEW NOTES 3RD REVIEW **
  
 1) NOTE: PLEASE SEE THAT AN ADDRESS OF
 1552 PALM BEACH LAKES BLVD HAS BEEN
 ASSIGNED TO THIS BUILDING AND PROJECT.
 PLEASE BE SURE THAT ALL SHEETS AND ALL
 TITLE BLOCKS CONTAIN THE CORRECT
 ADDRESS. PLEASE SEE SOME PAPERWORK
 SUBMITTED BACK CONTAINS "1540".
 FAC 61G1-16.004, 61G15-23.002
  
 ** IMPORTANT **
 PLEASW KNOW, MANY COMMENTS ABOVE ARE
 REQUIRED FOR ALL TRADES AND FOR ALL
 SHEETS WHETHER OR NOT COMMENTS ARE MADE
 BY OTHER REVIEWER(S).
  
  
  
 ** PLEASE SEE ANY OTHER COMMENTS FROM
 OTHER REVIEWER(S) WHICH MAY AFFECT
 ELECTRICAL PLANS.
  
 ** 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 SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
2006-09-22 00:00:00IN ELEC FOR REVIEW.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2006-05-18 Cont ID  
Sent By dpalmer Date 2006-05-18 Time 08:36 Rev Time 0.00
Received By dpalmer Date 2006-05-17 Time 21:04 Sent To  
Notes
2006-05-18 00:00:00********** UNSAT 2ND REVIEW **********
  
 **PLEASE KNOW PLANS HAVE ONLY BEEN
 SUBMITTED FOR "PLAN REVIEW " FOR THE 2ND
 TIME AND HAVE NOT BEEN SUBMITTED FOR
 PERMIT.
  
 ** PLEASE SEE SOME COMMENTS FROM THE
 PREVIOUS REVIEW HAVE NOT BEEN ADDRESSED
 ANDNEW COMMENT.
  
  
 1)NOTE: NOTE #1 NO, PLEASE SEE THAT THE
 PREVIOUS REVIEW NOTE WAS ALSO FOR
 COMPLIANCE OF THE FBC 2004.
 PLEASE SEE REPSONSE MENTIONS, THE PLANS
 INDICATED 2002 NEC.
 PLEASE SEE FBC 2004, CHAPTER 13
 413.1ABC.1 FOR VOLTAGE DROP CALCS
 REQUIED FOR WORST CASE.
 PLEASE SEE 13-413.1.ABC.2.2
 PLEASE SEE 13-415.1.ABC.1.1 , .2 AND .3
 PLEASE SEE A TIME CLOCK SYSTEM IS BEING
 PROPOSED WITH SWITCHES LOCATED AT THE
 ACCESSIBLE LOCATION, HOWEVER PLEASE
 PROVIDE INFORMATION ON THESE SWITCHES.
 THEY CAN OVER-RIDE NO LONGER THAN 4HRS.
 PLEASE SEE SEPARATE SPACES AND CONTROLS
 REQUIRED.
 ** PLEASE SEE ENERGY CALCS SHEETS ARE
 "RUBBER-STAMPED" WITHE THE ENGINEERS
 SEAL WHICH IS NOT PERMITTED UNDER FS
 471.025. PLEASE ALSO SEE THE WORDING
 "CERTIFICATE" IS NO LONGER PERMITTED IN
 SAID SEALS. PLEASE SEE FAC 61G15-23.001,
 IN A RULING PASSED IN FEB 04, IN WHICH
 THE WORDING "CERTIFICATE" IN SEAL HAD TO
 BE CHANGED TO "LICENSE". THE EXTENSION
 GRANTED WAS TO DEC 31ST,2005. THESE TYOE
 SEALS ARE NO LONGER PERMITTED.
  
  
 **PREVIOUS NOTE**
 PLEASE SEE THAT AS OF OCT 1ST,
 2005 THE STATE OF FLORIDA HAS NOW
 ADOPTED THE 2004 FBC. PLEASE ADJUST ALL
 LOCATIONS AND DESIGNS ON PLANS.
 THIS IS REQUIRED FOR ALL TRADES AND FOR
 ALL TRADES WHETHER OR NOT COMMENTS ARE
 MADE BY OTHER REVIEWER(S).
 PLEASE KNOW, WE ARE CURRENTLY UNDER THE
 2002 NEC WHICH DOES NEED TO BE CHANGED
 ON PLANS.
  
 2)NOTE: NOTE #2 NO, PLEASE SEE THAT SAME
 COMMENT STANDS AS TITLE BLOCKS DO NOT
 CONTAIN THE REQUIRED CA # FOR NEW
 SHEETS. A CA# IS NOW SHOWN ONLY ON
 ARCHITECTURALS WHICH IS VALID FOR THE
 ARCH BUSINESS. PLEASE SEE NOTES BELOW,
 FOR ENGINEERING SERVICES PROVIDED. WE
 HAVE CONFIRMED THIS WITH THE STATE BOARD
 OF ENGINEERS. ONE ROLL OF PLANS ARE
 BEING RETAINED AT THE REQUEST OF THE
 FLORIDA BOARD OF PROFESSIONAL ENGINEERS.
 PLEASE ADDRESS THIS COMMENT FOR ALL
 TRADES AND FOR ALL SHEETS WHETHER OR NOT
 THIS COMMENT IS MADE BY ANY OTHER
 TRADES.
  
  
 ** PREVIOUS NOTE **PLEASE COMPLETE ALL
 TITLE BLOCK INFORMATION FOR MEP PLANS.
 PLEASE SEE FLORIDA ADMINISTRATIVE CODE
 WHICH REQUIRES, THE CERTIFICATE OF
 AUTHORIZATION # ON TITLE BLOCK ALONG
 WITH ALL OTHER INFORMATION AS SET FORTH
 IN FAC 61G15-23.002, AS REQUIRED UNDER
 FS 471.023.
 PLEASE SEE IF FIRM LISTED ON TITLE
 BLOCK, (HERSCHMAN) IS ALSO PRACTICING
 UNDER ENGINEERING, THEN A CA # FOR
 ENGINEERING BUS WOULD ALSO BE REQUIRED.
 PLEASE CALL TO GO OVER THIS IF THERE ARE
 ANY QUESTIONS.
  
 3)NOTE: NOTE #3 OK.
  
  
  
 4)NOTE: NOTE #4, PLEASE SEE LOCATION IS
 NOW SHOWN MEETING CLEARENCE REQUIREMENTS
 SEPARATING THIS FROM STORAGE AREA,
 HOWEVER PLEASE SEE NOW IF MAINS ARE
 NEEDED TO BE ACCESSED BY FIRE DEPT
 PERSONNEL IT WOULD APPEAR ONCE INTO THE
 REAR DOOR OF THE BLDG THEY WOULD HAVE TO
 OBTAIN ACCESS BY ANOTHER DOOR( STORAGE)
 WHICH MAY OR MAY NOT BE LOCKED, THEN
 TRAVEL THROUGH A "STORAGE ROOM" TO
 ANOTHER FENCED IN ENCLOSURE WHICH WILL
 ALSO MOST LIKELY BE LOCKED. PLEASE KNOW,
 THIS LOCATION DOES NOT SEEM TO BE
 READILY ACCESSIBLE FOR MEANS OF SHUTTING
 DOWN ELECTRICAL. 230.70,110.26 100,90.4.
 THIS HAS BEEN CONFIRMED WITH THE FIRE
 MARSHAL'S OFFICE AND SUCH LOCATION WOULD
 NOT BE ACCEPTABLE. PLEASE ADJUST ROOM/
 ELECTRICAL MAINS ACCESSIBILITY.
 THIS WAS DISCUSSED AS THIS AREA COULD BE
 CLOSED IN BY PARITIIONS, HOWEVER THIS
 ACCESS SHOULD BE MADE CLOSER TO THE
 BUILDING REAR ACCESS/ ENTRANCE DOOR.
  
  
 ** PREVIOUS NOTE **
 PLEASE VERIFY LOCATION FOR
 SERVICE EQUIPMENT. PLEASE SEE
 408.7,240.24,110.26
 IT APPEARS TO SHOW EQUIPMENT IN A
 "STORAGE ROOM" WHICH WOULD NOT BE
 PERMITTED.
 A PARTIONED AREA AROUND THIS EQUIPMENT
 MEETING WIDTH AND HEIGHT REQUIREMENT AS
 LISTED IN 110.26, WOULD BE PERMITTED TO
 MAINTAIN CLEARENCES, AND KEEP OCP AWAY
 FROM COMBUSTIBLES AND EASILY IGNITIBLE
 MATERIALS.
  
 5)NOTE: OK
  
 6)NOTE: NOTE #6 NO, THIS COULD NOT BE
 LOCATED ON PLANS?? PLEASE SEE NEW NOTE
 FOR PHOTO-METRICS.
  
 ** PREVIOUS NOTE **
 PLEASE PROVIDE WIND LOAD
 CALCUALTIONS FOR SITE LIGHTING POLES ,
 INCLUDING FIXTURE ATTACHED TO POLES.
 PLEASE KNOW THESE CALCUALTIONS ARE DUE
 IF PERMITTING WITH MAIN BUILDING.
 PLEASE ALSO KNOW, ALL CALCS TO MEET THE
 MIN FBC 140 MPH.
  
 7)NOTE: OK
  
 ** NEW NOTES**
  
 1) NOTE: PLEASE SEE PHOTO-METRICS WHICH
 WERE SUBMITTED IN INDIVIDUAL SHEETS IN
 PACKAGE. PLEASE BE SURE THESE SHEETS ARE
 SIGNED, DATED AND SEALED AND INSERTED
 INTO SETS.
  
 2) NOTE: PLEASE SEE PREVIOUS NOTES FROM
 MORE THAN ONE TRADE WHICH REQUESTED ALL
 OLD/VOIDED SHEETS TO BE REMOVED FROM
 SETS AND ONLY INSERT NEW SHEETS INTO TWO
 COMPLETE SETS FOR REVIEW AND STAMPING.
 ONLY ONE COPY OF THE OLD/VOIDED SHOULD
 BE SUBMITTED SEPARATELY FOR REFERENCE.
  
  
  
 ** PLEASE SEE ANY OTHER COMMENTS FROM
 OTHER REVIEWER(S) WHICH MAY AFFECT
 ELECTRICAL PLANS.
  
 ** PLEASE REMOVE ALL OLD/VOIDED SHEETS
 FROM SETS AND ONLYINSERT NEW REVISED
 SHEETS INTO COMPLETE SETS FOR REVIEW AND
 STAMPING.
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW ALONG WITH PERMIT APPLICATION. IF
 THERE ARE ANY QUESTIONS, PLEASE DO NOT
 HESITATE IN CONTACTING THIS OFFICE.
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
  
  
2006-05-17 00:00:00IN ELEC FOR REVIEW
 PLANS WILL GO TO A "F" STATUS, REVIEW
 COMPLETED. NOTES TO FOLLOW ON 5/18
 NOTES ON 5/18
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2005-12-24 Cont ID  
Sent By dpalmer Date 2005-12-24 Time 15:51 Rev Time 0.00
Received By dpalmer Date 2005-12-24 Time 15:12 Sent To  
Notes
2005-12-24 00:00:00********** UNSAT **********
  
 PLEASE SEE PLANS HAVE ONLY BEEN
 SUBMITTED FOR "PLAN REVIEW " ONLY AND
 HAVE NOT BEEN SUBMITTED FOR PERMIT.
  
  
 1)NOTE: PLEASE SEE THAT AS OF OCT 1ST,
 2005 THE STATE OF FLORIDA HAS NOW
 ADOPTED THE 2004 FBC. PLEASE ADJUST ALL
 LOCATIONS AND DESIGNS ON PLANS.
 THIS IS REQUIRED FOR ALL TRADES AND FOR
 ALL TRADES WHETHER OR NOT COMMENTS ARE
 MADE BY OTHER REVIEWER(S).
 PLEASE KNOW, WE ARE CURRENTLY UNDER THE
 2002 NEC WHICH DOES NEED TO BE CHANGED
 ON PLANS.
  
 2)NOTE:PLEASE COMPLETE ALL TITLE BLOCK
 INFORMATION FOR MEP PLANS.
 PLEASE SEE FLORIDA ADMINISTRATIVE CODE
 WHICH REQUIRES, THE CERTIFICATE OF
 AUTHORIZATION # ON TITLE BLOCK ALONG
 WITH ALL OTHER INFORMATION AS SET FORTH
 IN FAC 61G15-23.002, AS REQUIRED UNDER
 FS 471.023.
 PLEASE SEE IF FIRM LISTED ON TITLE
 BLOCK, (HERSCHMAN) IS ALSO PRACTICING
 UNDER ENGINEERING, THEN A CA # FOR
 ENGINEERING BUS WOULD ALSO BE REQUIRED.
 PLEASE CALL TO GO OVER THIS IF THERE ARE
 ANY QUESTIONS.
  
 3)NOTE: PLEASE SUBMIT AIC RATINGS FOR
 ALL NEW SERVICE EQUIPMENT BEING INSTALL-
 ED. MAINS/BRKRS AND PANELS ARE ALL TO BE
 RATED FOR THE AVAILABLE FAULT CURRENT.
 PER 110.9/215.5
 PLEASE KNOW, IT IS KNOWN THAT THE AIC
 RATINGS ARE INDICATED FOR THE PANELS A
 AND B. JUST NEED MAIN DISCAND TWO 80 A
 MCB DISCONNECTS.
  
 4)NOTE: PLEASE VERIFY LOCATION FOR
 SERVICE EQUIPMENT. PLEASE SEE
 408.7,240.24,110.26
 IT APPEARS TO SHOW EQUIPMENT IN A
 "STORAGE ROOM" WHICH WOULD NOT BE
 PERMITTED.
 A PARTIONED AREA AROUND THIS EQUIPMENT
 MEETING WIDTH AND HEIGHT REQUIREMENT AS
 LISTED IN 110.26, WOULD BE PERMITTED TO
 MAINTAIN CLEARENCES, AND KEEP OCP AWAY
 FROM COMBUSTIBLES AND EASILY IGNITIBLE
 MATERIALS.
  
 5)NOTE: PLEASE SEE COLOR CODING FOR
 277/480 SHALL BE BROWN , PURPLE, YELLOW,
 AS 277/480 DOES NOT CONTAIN A "HIGH-LEG"
 AS LISTED IN WHICH THE NEC DOES REQUIRE
 "ORANGE".
 ELECTRICAL SYSTEM FOR THIS PROJECT DOES
 NOT APPEAR TO SHOW ANY 277/480V SYSTEMS,
 THEREFORE THE GENERAL NOT ON E-5 CAN BE
 REMOVED.
  
 6)NOTE: PLEASE PROVIDE WIND LOAD
 CALCUALTIONS FOR SITE LIGHTING POLES ,
 INCLUDING FIXTURE ATTACHED TO POLES.
 PLEASE KNOW THESE CALCUALTIONS ARE DUE
 IF PERMITTING WITH MAIN BUILDING.
 PLEASE ALSO KNOW, ALL CALCS TO MEET THE
 MIN FBC 140 MPH.
  
 7)NOTE: PLEASE ALSO INCLUDE THE FOOTER
 STEEL IN THE MAIN GROUNDING ELECTRODE
 SYSTEM.
 250.50.
  
 ** PLEASE SEE ANY OTHER COMMENTS FROM
 OTHER REVIEWER(S) WHICH MAY AFFECT
 ELECTRICAL PLANS.
  
 ** PLEASE REMOVE ALL OLD/VOIDED SHEETS
 FROM SETS AND ONLYINSERT NEW REVISED
 SHEETS INTO COMPLETE SETS FOR REVIEW AND
 STAMPING.
  
 ** PLEASE KNOW, THIS WAS FOR PLAN REVIEW
 ONLY.
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW ALONG WITH PERMIT APPLICATION. IF
 THERE ARE ANY QUESTIONS, PLEASE DO NOT
 HESITATE IN CONTACTING THIS OFFICE.
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status N Date 2007-04-23 Cont ID  
Sent By lmartine Date 2007-04-23 Time 16:40 Rev Time 0.00
Received By lmartine Date 2007-04-23 Time 16:40 Sent To  
Notes
2007-04-23 16:52:18CIVILS COVERED UNDER #07030572LM
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2005-10-20 Cont ID  
Sent By mamini Date 2005-10-20 Time 08:24 Rev Time 1.00
Received By mamini Date 2005-10-20 Time 08:24 Sent To  
Notes
2005-10-20 00:00:00PASSED WITH PROVISOS:
  
 1. POLLUTION PREVENTION PLAN; SILT
 FENCE, INLET PROTECTION, ECT. MUST BE
 INSTALLED IN THE FIELD PRIOR TO ANY
 CONSTRUCTION ACTIVITIES.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2007-04-11 Cont ID  
Sent By mawillia Date 2007-04-11 Time 16:50 Rev Time 0.00
Received By mawillia Date 2007-04-11 Time 16:11 Sent To  
Notes
2007-04-11 16:50:17*****APPROVED*****
  
  
 PLAN SHEETS A-5, F-1, AND E-3 WERE STAMPED, INITIALED,
 AND DATED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2007-03-07 Cont ID  
Sent By mawillia Date 2007-03-07 Time 15:06 Rev Time 0.00
Received By mawillia Date 2007-03-07 Time 14:27 Sent To  
Notes
2007-03-07 15:05:43*****UNSAT*****
  
  
 ALL COMMENTS FROM PREVIOUS FIRE PLAN REVIEWS HAVE BEEN
 ADDRESSED, HOWEVER, THE UPDATED PLANS SHALL BE
 PRESENTED WITH NO INK, PENCIL, OR ANY OTHER HAND DRAWN
 MARKINGS.
  
  
  
 CAPT MICHEAL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2006-06-08 Cont ID  
Sent By mwennerg Date 2006-06-08 Time 15:09 Rev Time 0.00
Received By mwennerg Date 2006-06-08 Time 15:09 Sent To  
Notes
2006-06-08 00:00:00***DENIED***
  
 1) COMMENT #1&2- PLEASE ADD MINIMUM
 INTERIOR FINISH CLASSIFICATION NOTE TO
 THE PLANS THAT IS PERTINENT TO THIS
 PROJECT.
  
 2) COMMENT #3- RESPONSE INDICATES THAT
 SHEET A-5 WAS REVISED TO REFLECT THIS
 REQUIREMENT. NO REVISION WAS FOUND.
 PLEASE ILLUSTRATE ADDRESS REQUIREMENT ON
 ELEVATIONS.
  
 3) LIFE SAFETY SHALL COMPLY WITH NFPA
 101, 2003 EDITION.
  
 4) 2A-10B,C RATED FIRE EXTINGUISHERS ARE
 REQUIRED AND SHALL BE MOUNTED NOT TO
 EXCEED 75'TRAVEL DISTANCE.
  
  
 MIKE WENNERGREN, CAPTAIN/WPBFR
 FIRE PLAN REVIEW (561) 805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2005-11-16 Cont ID  
Sent By nmccray Date 2005-11-16 Time 16:37 Rev Time 0.00
Received By nmccray Date 2005-11-16 Time 16:06 Sent To  
Notes
2005-11-16 00:00:00PROVISO:
  
 1) INTERIOR WALL AND CEILING FINISH
 MATERIAL COMPLYING WITH SECTION 10.2
 SHALL BE CLASS A OR CLASS B IN EXITS AND
 IN EXIT ACCESS CORRIDORS.
  
 2) INTERIOR WALL AND CEILING FINISHES
 SHALL BE CLASS A, CLASS B, OR CLASS C IN
 ALL OTHER AREAS.
  
 3) ADDRESS IS REQUIRED WITH THE NUMBERS
 MINIMUM 6" HIGH ON CONTRASTING
 BACKGROUND.
  
 4) CONSTRUCTION AND CONSTRUCTION DEBRIS
 ARE TO COMPLY WITH NFPA 241.
  
  
 NATE MCCRAY, ASSISTANT FIRE MARSHAL
 561-804-4754
Review Stop I INCOMING/PROCESSING
Rev No 11 Status N Date 2007-10-18 Cont ID  
Sent By adarroug Date 2007-10-18 Time 12:49 Rev Time 0.00
Received By adarroug Date 2007-10-18 Time 12:49 Sent To B
Notes
2007-10-18 12:50:15TO "JWITMER" DESK/2 SUBMITTALS
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2007-10-12 Cont ID  
Sent By adarroug Date 2007-10-12 Time 08:20 Rev Time 0.00
Received By adarroug Date 2007-10-12 Time 08:20 Sent To B
Notes
2007-10-12 08:21:08TO "JWITMER" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2007-09-19 Cont ID  
Sent By adarroug Date 2007-09-19 Time 11:00 Rev Time 0.00
Received By adarroug Date 2007-09-19 Time 11:00 Sent To B
Notes
2007-09-19 11:01:10TO "JWITMER" DESK/SUBMITTAL
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Rev No 8 Status N Date 2007-09-10 Cont ID  
Sent By adarroug Date 2007-09-10 Time 09:46 Rev Time 0.00
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Notes
2007-09-10 09:47:13TO "JWITMER" DESK/SUBMITTAL
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Rev No 7 Status N Date 2007-08-30 Cont ID  
Sent By adarroug Date 2007-08-30 Time 14:45 Rev Time 0.00
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Notes
2007-08-30 14:45:39TO "JWITMER" DESK/REV
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Rev No 6 Status N Date 2007-08-08 Cont ID  
Sent By mmiller Date 2007-08-08 Time 18:24 Rev Time 0.00
Received By mmiller Date 2007-08-08 Time 18:23 Sent To B
Notes
2007-08-08 18:24:03SENT TO JIM WITMER'S DESK MMILLER
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2007-04-02 Cont ID  
Sent By spalmer Date 2007-04-02 Time 18:28 Rev Time 0.00
Received By spalmer Date 2007-04-02 Time 18:28 Sent To  
Notes
2007-04-09 08:30:53TO "COMM" BD#26/PLANS ON RACK/2 SETS OF PLANS AND
 PAPERWORK
2007-04-02 18:28:24WAITING FOR COMM BOARD
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2007-01-19 Cont ID  
Sent By adarroug Date 2007-01-19 Time 15:00 Rev Time 0.00
Received By adarroug Date 2007-01-19 Time 15:00 Sent To  
Notes
2007-01-30 11:03:41TO "COMM" BD#49/PLANS ON RACK--2 SMALL ROLLS, AND
 PAPERWORK
2007-01-19 15:01:04WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2006-09-18 Cont ID  
Sent By adarroug Date 2006-09-18 Time 09:10 Rev Time 0.00
Received By adarroug Date 2006-09-18 Time 09:10 Sent To  
Notes
2006-09-20 00:00:00TO "COMM" BD#40
2006-09-18 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-04-21 Cont ID  
Sent By adarroug Date 2006-04-21 Time 14:15 Rev Time 0.00
Received By adarroug Date 2006-04-21 Time 14:15 Sent To  
Notes
2006-05-16 00:00:00TO "COMM" BD#59
2006-04-21 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2006-03-22 Cont ID  
Sent By rbrown Date 2006-03-04 Time 16:00 Rev Time 0.00
Received By rbrown Date 2005-10-04 Time 13:45 Sent To  
Notes
2005-10-18 00:00:00TO "COMM" BD#62
2005-10-04 00:00:00WAITING FOR "COMM" BD
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2007-03-02 Cont ID  
Sent By rregueir Date 2007-03-02 Time 08:33 Rev Time 0.00
Received By rregueir Date 2007-03-01 Time 15:47 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2006-10-16 Cont ID  
Sent By hmoser Date 2006-10-16 Time 17:48 Rev Time 0.00
Received By hmoser Date 2006-10-16 Time 17:48 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2006-06-14 Cont ID  
Sent By pkrauss Date 2006-06-14 Time 16:40 Rev Time 0.00
Received By pkrauss Date 2006-06-14 Time 16:40 Sent To  
Notes
2006-06-14 00:00:00DENIED: 2ND PLAN CHECK ONLY
  
 PLEASE NOTE, TITLE BLOCK INDICATED ON
 THE MECHANICAL PLANS SHALL HAVE THE
 CERTIFICATE OF AUTHORIZATION NUMBER FOR
 THE FIRM INDICATED ON THE TITLE BLOCK.
 THIS IS A REQUIREMENT OF THE FLORIDA
 ADMINSTRATIVE CODE 61G15-23.002 & FS
 471.023.PLEASE INDICATE CERTIFICATE OF
 AUTHORIZATION NUMBER ON THE PLANS.
  
 PLANS ARE OTHERWISE CODE COMPLIANT.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2005-12-05 Cont ID  
Sent By rregueir Date 2005-12-05 Time 19:29 Rev Time 0.00
Received By rregueir Date 2005-12-05 Time 18:07 Sent To  
Notes
2005-12-05 00:00:00------------------DENIED----------------
 NOTE: ALL CODE SECTIONS CITED REFER TO
 THE FLORIDA BUILDING CODE, MECHANICAL
 2004 EDITION.
  
 1) PAGE MP1.0: PLAN SHOWS 900 CFM OF
 SUPPLY INTO BACK ROOM.THIS REQUIRES A
 MIN. OF 450 SQ. IN. TOTAL AREA OF
 TRANSFER GRILLS TO ACHIEVE BALANCED
 RETURN PER 601.4.PLAN SHOWS (2) 18X10
 TGS WITH TOTAL 360 SQ IN.
  
 2) PAGE MP1.0: PLAN INDICATES MANUAL
 VOLUME DAMPERS IN 18" ROUND AND 24"
 ROUND DOUBLE-WALL LINED DUCTS.IS THERE
 AN APPROVED PRODUCT FOR THIS APPLICATION
 OR WILL THE DAMPERS BE RELOACTED?
  
 3) PAGE MP3.0 MECHANICAL SPECIFICATIONS:
 DUCT SMOKE DETECTORS SHALL BE CONNECTED
 TO THE BUILDING FIRE ALARM SYSTEM, IF
 APPLICABLE, OR SHALL ACTIVATE AN
 AUDIBLE/VISIBLE NOTIFICATION DEVICE
 (HORN/STROBE) IN AN APPROVED LOCATION
 PER 606.4.1.
  
 4) PLEASE INDICATE LOCATION OF
 CONDENSATE DISPOSAL TO ENSURE COMPLIANCE
 WITH FBC,M 307.2.1.
  
 5) AUXILIARY DRAIN PROTECTION IS
 REQUIRED FOR ROOFTOP PACKAGE UNITS PER
 307.2.3.THIS MAY BE ACHIEVED VIA A
 WATER-LEVEL DETECTION DEVICE IN THE
 UNIT'S PRIMARY DRAIN PAN TO SHUT-DOWN
 THE UNIT PRIOR TO OVERFLOW INTO THE
 SPACE BELOW.
  
 6) WHEN EQUIPMENT REQUIRING ACCESS IS
 INSTALLED ON A ROOF AT A HEIGHT
 EXCEEDING 16', ACCES SHALL BE PROVIDED
 BY PERMANENT APPROVED MEANS IN
 ACCORDANCE WITH 306.5
  
 PLEASE CALL RON REGUEIRO AT 561.805.6734
 OR PATTY KRAUS AT 561.805.6719 IF YOU
 HAVE ANY QUESTIONS.
Review Stop P PLUMBING
Rev No 4 Status P Date 2007-02-24 Cont ID  
Sent By kstevens Date 2007-02-24 Time 10:47 Rev Time 0.00
Received By kstevens Date 2007-02-24 Time 10:47 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2006-09-28 Cont ID  
Sent By pschmitz Date 2006-09-28 Time 14:20 Rev Time 0.00
Received By pschmitz Date 2006-09-28 Time 14:20 Sent To  
Notes
2006-09-28 00:00:00PAUL SCHMITZ
 [email protected]
 FBC 2004 PLUMBING CODE PLAN REVIEW
 FBC2004 FUEL GAS CODEPLAN REVIEW
 FBC 2004 CH 11, FL ACESSIBILITY CODE
 AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPT.1, ADMINISTRATION, 2004 EDITION
  
 DENIED
 FROM PREVIOUS COMMENTS
  
 SHT A-4 ROOF PLAN:
 RESPONSE DATED 6-18-06
 SHOWS A SCUPPER AS WELL AS THE PRIMARY
 ROOF DRAIN IN ONE OPENING, NEXT TO THAT
 IS THE SECONDARY ROOF DRAIN.
 PLEASE CLARIFI,THEY ARE SEPERATE DRAINS.
 PROVIDE THE LOCATION OF THE CALCULATIONS
 FOR THE ROOF DRAINS AND THE SECONDARY
 DRAINS, COMPONET SIZES.
 PROVIDE AN ELEVATION DETAIL OF THE ROOF
 DRAIN AND THE SCUPPER DRAIN.
 SHT A-5 DETAIL "C" SHOWS ONE DRAIN THRU
 THE PARAPET WALL.
 END OF COMMENTS QUESTIONS 561-805-6692
  
 1) PREVIOUS NOTE #3 SHT A-4
 NOT ADDRESSED.
 SEPERATE SECONDARY DRAINAGE, FROM
 PRIMARY DRAINAGE SYSTEM REQUIRED.
 SECTION 1107
 SECONDARY (EMERGENCY) ROOF DRAINS
 1107.1 SECONDARY DRAINAGE REQUIRED.
 SECONDARY (EMERGENCY) ROOF DRAINS OR
 SCUPPERS SHALL BE PROVIDED WHERE THE
 ROOF PERIMETER CONSTRUCTION EXTENDS
 ABOVE THE ROOF IN SUCH A MANNER THAT
 WATER WILL BE ENTRAPPED IF THE PRIMARY
 DRAINS ALLOW BUILDUP FOR ANY REASON.
 1107.2 SEPARATE SYSTEMS REQUIRED.
 SECONDARY ROOF DRAIN SYSTEMS SHALL HAVE
 THE END POINT OF DISCHARGE SEPARATE FROM
 THE PRIMARY SYSTEM. DISCHARGE SHALL BE
 ABOVE GRADE, IN A LOCATION WHICH WOULD
 NORMALLY BE OBSERVED BY THE BUILDING
 OCCUPANTS OR MAINTENANCE PERSONNEL.
 1107.3 SIZING OF SECONDARY DRAINS.
 SECONDARY (EMERGENCY) ROOF DRAIN SYSTEMS
 SHALL BE SIZED IN ACCORDANCE WITH
 SECTION 1106 BASED ON THE RAINFALL RATE
 FOR WHICH THE PRIMARY SYSTEM IS SIZED IN
 TABLES 1106.2, 1106.3 AND 1106.6.
 SCUPPERS SHALL BE SIZED TO PREVENT THE
 DEPTH OF PONDING WATER FROM EXCEEDING
 THAT FOR WHICH THE ROOF WAS DESIGNED AS
 DETERMINED BY SECTION 1101.7. SCUPPERS
 SHALL NOT HAVE AN OPENING DIMENSION OF
 LESS THAN 4 INCHES (102 MM). THE FLOW
 THROUGH THE PRIMARY SYSTEM SHALL NOT BE
 CONSIDERED WHEN SIZING THE SECONDARY
 ROOF DRAIN SYSTEM.
  
 END OF COMMENTS QUESTIONS 561-805-6692
Review Stop P PLUMBING
Rev No 2 Status F Date 2006-06-18 Cont ID  
Sent By pschmitz Date 2006-06-18 Time 12:18 Rev Time 0.00
Received By pschmitz Date 2006-06-18 Time 11:40 Sent To  
Notes
2006-06-18 00:00:00PAUL SCHMITZ
 [email protected]
 FBC 2004 PLUMBING CODE PLAN REVIEW
 FBC2004 FUEL GAS CODEPLAN REVIEW
 FBC 2004 CH 11, FL ACESSIBILITY CODE
 AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPT.1, ADMINISTRATION, 2004 EDITION
  
 DENIED
 1) PREVIOUS NOTE #3 SHT A-4
 NOT ADDRESSED.
 SEPERATE SECONDARY DRAINAGE, FROM
 PRIMARY DRAINAGE SYSTEM REQUIRED.
 SECTION 1107
 SECONDARY (EMERGENCY) ROOF DRAINS
 1107.1 SECONDARY DRAINAGE REQUIRED.
 SECONDARY (EMERGENCY) ROOF DRAINS OR
 SCUPPERS SHALL BE PROVIDED WHERE THE
 ROOF PERIMETER CONSTRUCTION EXTENDS
 ABOVE THE ROOF IN SUCH A MANNER THAT
 WATER WILL BE ENTRAPPED IF THE PRIMARY
 DRAINS ALLOW BUILDUP FOR ANY REASON.
 1107.2 SEPARATE SYSTEMS REQUIRED.
 SECONDARY ROOF DRAIN SYSTEMS SHALL HAVE
 THE END POINT OF DISCHARGE SEPARATE FROM
 THE PRIMARY SYSTEM. DISCHARGE SHALL BE
 ABOVE GRADE, IN A LOCATION WHICH WOULD
 NORMALLY BE OBSERVED BY THE BUILDING
 OCCUPANTS OR MAINTENANCE PERSONNEL.
 1107.3 SIZING OF SECONDARY DRAINS.
 SECONDARY (EMERGENCY) ROOF DRAIN SYSTEMS
 SHALL BE SIZED IN ACCORDANCE WITH
 SECTION 1106 BASED ON THE RAINFALL RATE
 FOR WHICH THE PRIMARY SYSTEM IS SIZED IN
 TABLES 1106.2, 1106.3 AND 1106.6.
 SCUPPERS SHALL BE SIZED TO PREVENT THE
 DEPTH OF PONDING WATER FROM EXCEEDING
 THAT FOR WHICH THE ROOF WAS DESIGNED AS
 DETERMINED BY SECTION 1101.7. SCUPPERS
 SHALL NOT HAVE AN OPENING DIMENSION OF
 LESS THAN 4 INCHES (102 MM). THE FLOW
 THROUGH THE PRIMARY SYSTEM SHALL NOT BE
 CONSIDERED WHEN SIZING THE SECONDARY
 ROOF DRAIN SYSTEM.
  
 END OF COMMENTS QUESTIONS 561-805-6692
Review Stop P PLUMBING
Rev No 1 Status F Date 2006-03-04 Cont ID  
Sent By pschmitz Date 2006-03-04 Time 08:53 Rev Time 0.00
Received By pschmitz Date 2006-03-04 Time 08:52 Sent To  
Notes
2006-03-04 00:00:00PAUL SCHMITZ
 [email protected]
 FBC 2004 PLUMBING CODE PLAN REVIEW
 FBC 2004 CH 11, FL ACESSIBILITY CODE
 REVIEW
  
 DENIED
 1)PLANS TO BE DESIGNED PER FBC-2004
 106.3.5.1 MINIMUM PLAN REVIEW CRITERIA
 FOR BILDINGS
 2) SHT LA1, INCLUDE IRRIGATIONS PLANS.
  
 3) SHT A-4 ROOF PLAN
 SECONDARY (EMERGENCY) ROOF DRAINS
 1107.1 SECONDARY DRAINAGE REQUIRED.
 SECONDARY (EMERGENCY) ROOF DRAINS OR
 SCUPPERS SHALL BE PROVIDED WHERE THE
 ROOF PERIMETER CONSTRUCTION EXTENDS
 ABOVE THE ROOF IN SUCH A MANNER THAT
 WATER WILL BE ENTRAPPED IF THE PRIMARY
 DRAINS ALLOW BUILDUP FOR ANY REASON.
  
 END OF COMMENTS, QUESTIONS 561-805-6692
Review Stop Z ZONING
Rev No 4 Status P Date 2007-04-10 Cont ID  
Sent By jroach Date 2007-04-10 Time 12:05 Rev Time 0.00
Received By jroach Date 2007-04-10 Time 12:05 Sent To  
Notes
2007-04-10 12:07:07***PASSED WITH PROVISOS***
  
 1) AWNINGS SHALL BE PERMITTED AND INSTALLED PRIOR TO
 THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
  
 2) STUCCO COLOR SHALL MATCH THE ADJACENT RETAIL
 BUILDINGS.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
 AT (561) 822-1435.
Review Stop Z ZONING
Rev No 3 Status P Date 2007-02-11 Cont ID  
Sent By jroach Date 2007-02-11 Time 13:29 Rev Time 0.00
Received By jroach Date 2007-02-11 Time 13:29 Sent To  
Notes
2007-02-11 13:29:56***PASSED WITH PROVISOS***
  
 1) AWNINGS SHALL BE PERMITTED AND INSTALLED PRIOR TO
 THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
  
 2) STUCCO COLOR SHALL MATCH THE ADJACENT RETAIL
 BUILDINGS.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
 AT (561) 822-1435.
Review Stop Z ZONING
Rev No 2 Status P Date 2006-07-02 Cont ID  
Sent By jroach Date 2006-07-02 Time 14:15 Rev Time 0.00
Received By jroach Date 2006-07-02 Time 14:15 Sent To  
Notes
2006-07-02 00:00:007/2/2006 ***PASSED WITH PROVISOS***
  
 1) AWNINGS SHALL BE PERMITTED AND
 INSTALLED PRIOR TO THE ISSUANCE OF A
 CERTIFICATE OF OCCUPANCY.
  
 2) YELLOW STUCCO SHALL MATCH THE
 ADJACENT RETAIL BUILDINGS.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH,
 SENIOR PLANNER, AT (561) 822-1435.
Review Stop Z ZONING
Rev No 1 Status F Date 2006-01-18 Cont ID  
Sent By jroach Date 2006-01-18 Time 11:17 Rev Time 0.00
Received By jroach Date 2006-01-18 Time 11:17 Sent To  
Notes
2006-01-18 00:00:001/18/06 ***FAILED***
  
 1) A MINIMUM OF 5 ADDITIONAL FEET OF
 CLEAR SIDEWALK WIDTH SHALL BE PROVIDED
 IN WHEN 2 FOOT VEHICLE OVERHANG IS
 LOCATED OVER THE SIDEWALK.PLANS
 INDICATE 4 FEET MINIMUM IN FRONT OF THE
 MAIN ENTRANCE.
  
 2) SITE PLAN INDICATES AN 8,985 SQ. FT.
 BUILDING WHILE THE DATA TABLE INDICATES
 10,080 SQ. FT.PLEASE CLARIFY.
  
 3) THE PARKING STALL DETAIL SHALL BE
 MODIFIED TO PROVIDE DOUBLE-STRIPING, AS
 REQUIRED BY SECTION 94-485 OF THE ZONING
 AND LAND DEVELOPMENT REGULATIONS.ONLY
 18 FOOT OVERALL STALL DEPTH IS REQUIRED,
 INCLUDING 2 FEET OF VEHICLE OVERHANG,
 PLANS INDICATE 20 FEET.ONLY A 4 INCH
 STRIPE IS REQUIRED.
  
 4) THE LANDSCAPE CALCULATION SUMMARY
 SHALL BE MODIFIED TO REFLECT THE PROPER
 OPEN SPACE REQUIREMENTS (40% OF THE LOT
 AREA).
  
 5) A NOTE SHALL BE ADDED TO THE
 LANDSCAPE PLANS THAT A TREE
 REMOVAL/RELOCATION LICENSE SHALL BE
 OBTAINED FROM THE CITY OF WEST PALM
 BEACH PRIOR TO THE REMOVAL AND/OR
 RELOCATION OF ANY EXISTING TREES.
  
 6) ADD AND/OR MODIFY THE PLANTING
 DETAILS TO REFLECT THE ATTACHED
 INFORMATION.
  
 7) INFORMATION SHALL BE PROVIDED
 REGARDING THE PHOTOGRAPHIC IMAGES TO BE
 PLACED IN THE WINDOWS.SIGNAGE IN
 WINDOWS IS LIMITED TO SPECIAL SALES,
 EVENTS, ETC. AND IS REGULATED BY SECTION
 94-408(D)(5) OF THE ZONING AND LAND
 DEVELOPMENT REGULATIONS.CLEAR GLAZING,
 VISIBLE TO THE INSIDE, SHALL BE PROVIDED
 WHEN AT ALL POSSIBLE, ESPECIALLY ON THE
 NORTH SIDE FACING PALM BEACH LAKES
 BOULEVARD.CONSIDER FLIPPING THE FLOOR
 PLAN/DISPLAY LAYOUT TO PROVIDE MORE OPEN
 WALL SPACE WITH NO SHELVING AND CLEAR
 GLAZING ALONG THE NORTH WALL.
  
 8) IT IS STRONGLY RECOMMENDED THAT SOME
 GLAZING BE ADDED TO THE SOUTH ELEVATION,
 SIMILAR TO THAT SHOWN ON THE NORTH.
  
 9) AWNINGS SHALL BE PROVIDED ON THE
 SOUTH ELEVATION.
  
 10) SIGNAGE SHALL BE PERMITTED
 SEPARATELY.
  
 11) THE "FLAG" ON THE NORTH SIGN SHALL
 BE ADJUSTED TO THE APPROPRIATE LOCATION.
  
 12) THE "WHEEL" SHALL NOT BE PERMITTED
 AS SIGNAGE...AS DISCUSSED PREVIOUSLY, IT
 SHALL ONLY BE PERMITTED IF IT IS A
 PERMANENT ELEMENT OF THE BUILDING.
  
 13) A PHOTOMETRIC PLAN SHALL BE
 PROVIDED.LEVELS SHALL BE INDICATED AT
 THE BOUNDARY OF THE COMMERCIAL PLANNED
 DEVELOPEMNT (CPD) ALONG THE CANAL AND
 SHALL NOT EXCEED 1.0 FOOTCANDLES.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH,
 PLANNER AT (561) 822-1435.
  


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