Home Records and Reports Contractor Records Owner Records Permit Records Permit Reports Business Reports Property Records Business Tax My Account Code Enforcement Contact Us Log In/Out Print Plan Review Stops For Permit 07050361 Review Stop AD ADDRESSING Rev No 2 Status P Date 2008-03-26 Cont ID   Sent By dpalmer Date 2008-03-26 Time 09:38 Rev Time 0.00 Received By dpalmer Date   Time   Sent To   Notes ***NONE*** Review Stop AD ADDRESSING Rev No 1 Status F Date 2007-05-14 Cont ID   Sent By lursu Date 2007-05-14 Time 08:20 Rev Time 32.00 Received By jwitmer Date 2007-05-14 Time 08:20 Sent To   Notes 2007-05-14 08:27:57 ON FEBRUARY 14 ,2007, AT THE PLAN & PLAT REVIEW   COMMITTEE ,THE ADDRESSING COMMENTS WERE ADDRESSED FOR   THIS FORMAL SITE PLAN REVIEW NO 07-01 .   A TEMPORARY SITE ADDRESS WAS ASSIGNED AS 800 CLEMATIS   ST , HOWEVER BEFORE THE OFFICIAL NOTIFICATION LETTER   WITH THE NEW ADDRESS WOULD BE SENT TO THE PROPERTY   OWNER , THE RE-PLAT OF ALL THESE PARCELS PART OF THE   PROJECT MUST BE RECORDED AND A DIGITAL COPY ( PDF   FORMAT ) TO BE SENT TO THE ADDRESSING SECTION.   IF YOU HAVE ANY QUESTIONS PLEASE LET ME KNOW.       LACRAMIOARA URSU   MIS - GIS SUPPORT SPECIALIST   CITY OF WEST PALM BEACH   OFFICE:822-1239   FAX: 822-1249   E-MAIL:[email protected] Review Stop B BUILDING (STRUCTURAL) Rev No 18 Status P Date 2009-05-21 Cont ID   Sent By jwitmer Date 2009-05-21 Time 13:45 Rev Time 1.25 Received By jwitmer Date 2009-05-21 Time 12:30 Sent To   Notes 2009-05-21 13:29:45 PALM BEACH COUNTY HEALTH DEPARTMENT BUILDING   BUILDING PLAN REVIEW   PERMIT: 07050361   ADD: 800 CLEMATIS ST   CONT: THE MORGANTI GROUP, INC   TEL: (561)262-6771 ARTHUR NORTON       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE; IB       REVISION/ SUBMITTAL   ACTION: REVIEWED       A1.01 REV# 25 3/05/09   A2.00 REV#25 3/05/09   A2.01 REV#24 3/05/09   A2.0.2 REV# 24 3/05/09   A2.05 REV#24 3/05/09   A2.07 REV#24 3/05/09   A2.09 REV#24 3/05/09   A3.01 REV#24 3/05/09   A4.04 REV# 24 3/05/09   A6.01 REV# 24 3/05/09   A6.05 REV# 24 3/05/09   S-12 REV#24 3/05/09     Review Stop B BUILDING (STRUCTURAL) Rev No 17 Status P Date 2009-05-11 Cont ID   Sent By jwitmer Date 2009-05-11 Time 11:35 Rev Time 0.77 Received By jwitmer Date 2009-05-11 Time 11:35 Sent To PC Notes 2009-05-11 11:37:36 REVISION SHEET A4.05 RANGE HOOD 42" VENTLESS MODEL   IH4227/ GILES VENTLESS OVH-10 UL LISTING Review Stop B BUILDING (STRUCTURAL) Rev No 16 Status P Date 2008-12-19 Cont ID   Sent By jwitmer Date 2008-12-19 Time 15:02 Rev Time 0.77 Received By jwitmer Date 2008-12-19 Time 15:02 Sent To   Notes 2008-12-19 15:17:44 PALM BEACH COUNTY HEALTH DEPARTMENT BUILDING   BUILDING PLAN REVIEW   PERMIT: 07050361   ADD: 800 CLEMATIS ST   CONT: THE MORGANTI GROUP, INC   TEL: (561)262-6771 ARTHUR NORTON       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE; IB       REVISION# 14 DATED 5/28/08   ACTION: REVIEWED       A1.01, A2.00.2 Review Stop B BUILDING (STRUCTURAL) Rev No 15 Status P Date 2009-04-09 Cont ID   Sent By jwitmer Date 2009-04-09 Time 14:05 Rev Time 6.00 Received By jwitmer Date 2009-04-09 Time 14:05 Sent To PC Notes 2009-04-09 14:06:37 STRUCTURAL STEEL, STAIRRWAYS, HANDRAILS, GUAARDS AND   CALCULATIONS. OK Review Stop B BUILDING (STRUCTURAL) Rev No 14 Status P Date 2008-10-17 Cont ID   Sent By jwitmer Date 2008-10-17 Time 16:24 Rev Time 0.34 Received By jwitmer Date 2008-10-17 Time 16:24 Sent To PC Notes 2008-10-17 16:28:22 PALM BEACH COUNTY HEALTH DEPARTMENT BUILDING   BUILDING PLAN REVIEW   PERMIT: 07050361   ADD: 800 CLEMATIS ST   CONT: THE MORGANTI GROUP, INC   TEL: (561)262-6771 ARTHUR NORTON       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE; IB       REVISION/ SUBMITTAL   ACTION: REVIEWED   CERTIFICATION LETTER FOR SHORING OCT. 06-08   SINGLE ELEVATOR ROOF   DOUBLE ELEVATOR ROOF   ROOF WEST STAIR CAP Review Stop B BUILDING (STRUCTURAL) Rev No 13 Status P Date 2008-10-17 Cont ID   Sent By jwitmer Date 2008-10-17 Time 16:22 Rev Time 2.11 Received By jwitmer Date 2008-10-17 Time 16:22 Sent To B Notes 2008-10-17 16:24:22 PALM BEACH COUNTY HEALTH DEPARTMENT BUILDING   BUILDING PLAN REVIEW   PERMIT: 07050361   ADD: 800 CLEMATIS ST   CONT: THE MORGANTI GROUP, INC   TEL: (561)262-6771 ARTHUR NORTON       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE; IB       REVISION/ SUBMITTAL   ACTION: REVIEWED   SUBMITTAL:   CURTAINWALL FIREPROOFING SYSTEMS   CW-D-2042   CEJ322P Review Stop B BUILDING (STRUCTURAL) Rev No 12 Status P Date 2008-09-09 Cont ID   Sent By jwitmer Date 2008-09-09 Time 16:32 Rev Time 0.55 Received By jwitmer Date 2008-09-09 Time 16:32 Sent To PC Notes 2008-09-09 16:33:17 PALM BEACH COUNTY HEALTH DEPARTMENT BUILDING   BUILDING PLAN REVIEW   PERMIT: 07050361   ADD: 800 CLEMATIS ST   CONT: THE MORGANTI GROUP, INC   TEL: (561)262-6771 ARTHUR NORTON       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE; IB       SUBMITTAL: FIRRE STOPPING DETAILS   ACTION: REVIEWED Review Stop B BUILDING (STRUCTURAL) Rev No 11 Status P Date 2008-08-25 Cont ID   Sent By jwitmer Date 2008-08-25 Time 14:34 Rev Time 2.22 Received By jwitmer Date 2008-08-25 Time 14:34 Sent To PC Notes 2008-08-25 14:48:40 PALM BEACH COUNTY HEALTH DEPARTMENT BUILDING   BUILDING PLAN REVIEW   PERMIT: 07050361   ADD: 800 CLEMATIS ST   CONT: THE MORGANTI GROUP, INC   TEL: (561)262-6771 ARTHUR NORTON       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE;IB       REVISION/ SUBMITTAL   ACTION: REVIEWED   TREMCO FIRE CAULK AND PENETRATION PRODUCT INFORMATION.   FIREPROOFING SYSTEM AT BAR JOIST TO BLOCK HEAD OF WALL   JOINTULHW-D-0140   HEAD OF WALL FIRESTOPPING UL SYSTEMS AND PRODUCT DATA. Review Stop B BUILDING (STRUCTURAL) Rev No 10 Status P Date 2008-08-08 Cont ID   Sent By jwitmer Date 2008-08-08 Time 11:28 Rev Time 0.77 Received By jwitmer Date 2008-08-08 Time 11:28 Sent To PC Notes 2008-08-08 11:30:41 PALM BEACH COUNTY HEALTH DEPARTMENT BUILDING   BUILDING PLAN REVIEW   PERMIT: 07050361   ADD: 800 CLEMATIS ST   CONT: THE MORGANTI GROUP, INC   TEL: (561)262-6771 ARTHUR NORTON       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE;IB       REVISION   ACTION: REVIEWED       CHANGE OF PRODUCT APPROVAL TO NOA 05-1003.2.5 W/   ENHANCED FASTENING LETTER Review Stop B BUILDING (STRUCTURAL) Rev No 9 Status P Date 2008-08-01 Cont ID   Sent By jwitmer Date 2008-08-01 Time 16:19 Rev Time 2.22 Received By jwitmer Date 2008-08-01 Time 16:19 Sent To PC Notes 2008-08-01 16:21:34 PALM BEACH COUNTY HEALTH DEPARTMENT BUILDING   BUILDING PLAN REVIEW   PERMIT: 07050361   ADD: 800 CLEMATIS ST   CONT: THE MORGANTI GROUP, INC   TEL: (561)262-6771 ARTHUR NORTON       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE;IB       REVISION/(FOUNDATION) 08010284       ACTION: REVIEWED ,   STRUCTURAL REVISION# 13, 14 & 15 Review Stop B BUILDING (STRUCTURAL) Rev No 8 Status F Date 2008-06-30 Cont ID   Sent By jwitmer Date 2008-06-30 Time 11:19 Rev Time 1.11 Received By jwitmer Date 2008-06-30 Time 11:19 Sent To PC Notes 2008-06-30 11:32:30 PALM BEACH COUNTY HEALTH DEPARTMENT BUILDING   BUILDING PLAN REVIEW   PERMIT: 07050361   ADD: 800 CLEMATIS ST   CONT: THE MORGANTI GROUP, INC   TEL: (561)262-6771 ARTHUR NORTON       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE;IB       REVISION/ SUBMITTAL   ACTION:REVIEWED       1) SHEET A2.09 FINISH SCHEDULE   2) BAR JOIST CALCULATIONS       JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)659-8026   E-MAIL: [email protected]       PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS   LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS   REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO   THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE   THEREFORE SUBJECT TO PUBLIC DISCLOSURE. Review Stop B BUILDING (STRUCTURAL) Rev No 7 Status P Date 2008-06-02 Cont ID   Sent By jwitmer Date 2008-06-02 Time 16:49 Rev Time 1.33 Received By jwitmer Date 2008-06-02 Time 16:49 Sent To PC Notes 2008-06-02 16:49:47 BAR JOIST SHOP DRAWING SHEETS Review Stop B BUILDING (STRUCTURAL) Rev No 6 Status F Date 2008-06-02 Cont ID   Sent By jwitmer Date 2008-06-02 Time 16:43 Rev Time 0.33 Received By jwitmer Date 2008-06-02 Time 16:43 Sent To PC Notes 2008-06-02 16:48:24 PALM BEACH COUNTY HEALTH DEPARTMENT BUILDING   BUILDING PLAN REVIEW   PERMIT: 07050361   ADD: 800 CLEMATIS ST   CONT: THE MORGANTI GROUP, INC   TEL: (561)262-6771 ARTHUR NORTON       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE;IB       ACTION: DENIED       SUBMITTAL: CANAM STANDARD JOIST CALCULATIONS: SIGNATURE   IS PHOTO-COPIED. 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 ADMIN CODE 61G15-23.002 ENGINEERS       61G15-23.002(2)FL. ADMIN. CODE. A COVER SHEET OR   INDEX SHEET FOR ENGINEERING SPECIFICATIONS MAY BE USED   AND THAT SHEET MUST BE SIGNED IN RESPONSIBLE CHARGE OF   THE PRODUCTION & PREPARATION OF EACH SECTION OF THE   ENGINEERING SPECIFICATION WITH SUFFICIENT INFORMATION   ON THE COVER SHEET OR INDEX.           JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)659-8026   E-MAIL: [email protected]       PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS   LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS   REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO   THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE   THEREFORE SUBJECT TO PUBLIC DISCLOSURE. Review Stop B BUILDING (STRUCTURAL) Rev No 5 Status F Date 2008-06-02 Cont ID   Sent By jwitmer Date 2008-06-02 Time 16:05 Rev Time 0.77 Received By jwitmer Date 2008-06-02 Time 16:05 Sent To PC Notes 2008-06-02 16:09:13 PALM BEACH COUNTY HEALTH DEPARTMENT BUILDING   BUILDING PLAN REVIEW   PERMIT: 07050361   ADD: 800 CLEMATIS ST   CONT: THE MORGANTI GROUP, INC   TEL: (561)262-6771 ARTHUR NORTON       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE;IB       ACTION: DENIED       SUBMITTAL: ROOFING 07120525 TOTAL ROOFING SYSTEMS       PLEASE REVIEW ENHANCED FASTENING FROM FORENSIC   ENGINEERING CONSULTANTS, INC. (3) COPIES OF ENGINEERING   REPORT NOT SIGNED SEALED ORIGINALS.   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 ADMIN CODE 61G15-23.002 ENGINEERS           JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)659-8026   E-MAIL: [email protected]       PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS   LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS   REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO   THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE   THEREFORE SUBJECT TO PUBLIC DISCLOSURE. Review Stop B BUILDING (STRUCTURAL) Rev No 4 Status P Date 2008-03-20 Cont ID   Sent By jwitmer Date 2008-03-20 Time 10:18 Rev Time 8.44 Received By jwitmer Date 2008-03-20 Time 10:18 Sent To   Notes 2008-03-20 10:43:51 PALM BEACH COUNTY HEALTH DEPARTMENT BUILDING   BUILDING PLAN REVIEW   PERMIT: 07050361   ADD: 800 CLEMATIS ST   CONT: THE MORGANTI GROUP, INC*PLAN REVIEW ONLY*   TEL: (561)262-6771       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE;IB       NOTE: LOUVERED DOORS: SHEET A2.07 THE DOOR SCHEDULE   DOESN?T INDICATE THE USE OFLOUVERED DOORS (TYPE H?)   ON THE EXTERIOR OF THE BUILDING, THE PRODUCT APPROVALS       FOR THIS TYPE OF EXTERIOR DOOR HAVE BEEN REMOVED FROM   THE PRODUCT APPROVAL PACKAGE.       NOTE: PRODUCT APPROVAL FL 6068/ 2004 FBC WALL LOUVER   WAS REMOVED FROM THE REVIEWED PRODUCT APPROVAL NOT   MEETING THE REQUIREMENTS OF 2004 FBC- 2007 AMENDMENTS   REQUIRING LARGE MISSILE IMPACT TESTING FOR USE 0-30   FEET ABOVE GRADE, PLEASE SEE 1609.1.4(5)- 07 STATE   AMENDMENTS.       BUILDING PROVISOS:       109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION   ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED 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 PARCEL SHALL AS A   PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED   DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS   PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A   CERTIFICATION FROM A LICENSED ENGINEER SHALL BE   SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL   OF THE FINAL INSPECTION.       109.3.10.1 HURRICANE 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.       106.1.2* CLIP SYSTEM FOR THE CURTAIN WALL SYSTEM TOBE   SUBMITTED AS PART OF THE WINDOW SHOP DRAWINGS.       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.               JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)659-8026   E-MAIL: [email protected]       PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS   LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS   REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO   THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE   THEREFORE SUBJECT TO PUBLIC DISCLOSURE. Review Stop B BUILDING (STRUCTURAL) Rev No 3 Status F Date 2008-01-31 Cont ID   Sent By jwitmer Date 2008-01-31 Time 14:41 Rev Time 3.33 Received By jwitmer Date 2008-01-31 Time 14:41 Sent To PC Notes 2008-01-31 15:13:39 PALM BEACH COUNTY HEALTH DEPARTMENT BUILDING   BUILDING PLAN REVIEW   PERMIT: 07050361   ADD: 800 CLEMATIS ST   CONT: THE MORGANTI GROUP, INC*PLAN REVIEW ONLY*   TEL: (561)262-6771       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE;IB   2NDREVIEW- PLAN 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.       1B) PLANS SUBMITTED FOR PERMIT APPLICATION(FIRST TIME   REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE   2004 FBC BUILDING WITH THE2007 REVISIONS.       1C) 106.1.1* W.P.B. ADMINISTRATIVE CODE/2004   DRAWINGS & SPECIFICATIONS SHALL CONTAIN INFORMATION, IN   THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF   MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY   WITH THE TECHNICAL CODES. SUCH INFORMATION SHALL BE   SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE CITED AS   A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR ITS   EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC   INFORMATION". CONSTRUCTION DOCUMENTS SHALL BE   SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND   EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT   WILL CONFORM TO THE PROVISIONS OF THIS CODE AND   RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS   DETERMINED BY THE BUILDING OFFICIAL.       2-6) COMPLIED.       7)PROVISO: NOTE TO CONTRACTOR : 109.3.10* IMPACT OF   CONSTRUCTION. ALL CONSTRUCTION ACTIVITY REGULATED BY   THIS CODE SHALL BE PREFORMED 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 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 PARCEL 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.           8) PROVISO: NOTE TO CONTRACTOR: 109.3.10.1 HURRICANE   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 FAIL 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.       9-10) COMPLIED.       11A) 3RD REQUEST, THIS COMMENT WAS ONLY PARTIALLY   COMPLIED WITH YES A SURVEY IS PRESENT BUT NOT   INCORPORATED INTO THE SET OF PLANS. THE REAL ISSUE IS   THE PROPERTY LINE ON THE WEST END OF THE BUILDING IS   WITHIN THE BUILDING LINE. ALTHOUGH VINCE NOEL WITH   ENGINEERING HAS NO SAY IN MATTERS WITH THE FLORIDA   BUILDING CODE. IT HAS BEEN SAID REPEATEDLY THAT WE ARE   IN AGREEMENT THAT THE REPLAT CAN HAPPEN OVER THE LIFE   OF THE BUILDING PERMIT. BUT THERE IS A PROPERTY LINE   THAT IS WITH THE BUILDING. ONE OF TWO WAYS TO CREATE   CODE COMPLIANCE IS TO BUILD A 4HR WALL ON THE PROPERTY   LINE WHICH THERE CAN BE NO OPENINGS AGAIN SEE TABLE 602   AND TABLE 704.8, THE THER WAY IS TO UNIFY THE LOTS NOT   A REPLAT! THIS IS COMPLETED BY A UNITY OF TITLE, THIS   IS CLEARLY THE WAY TO GO ALLOWING OPENINGS WITHIN THE   WEST WALL OF THE BUILDING.       11B-26E) COMPLIED.       26F) BUILDING PROVISO: SHOP DRAWINGS REQUIRED,PLEASE   NOTE NEW TO THE 2006 FBC REVISIONS: 3009.1 ELECTROLYSIS   PROTECTION FOR UNDERGROUND HYDRAULIC ELEVATOR   CYLINDERS.   ALL NEWLY INSTALLED UNDERGROUND HYDRAULIC PRESSURE   CYLINDERS SHALL BE ENCASED IN OUTER PLASTIC CONTAINMENT   TO MINIMIZE ELECTROLYTIC CORROSION BETWEEN THE METAL   CYLINDER AND GROUND CATHODE.   1.THE PLASTIC CASING SHALL BE CAPPED AT THE   BOTTOM, AND ALL JOINTS MUST BE SOLVENT OR HEAT WELDED   TO ENSURE WATER TIGHTNESS.   2.THE PLASTIC CASING SHALL BE CONSTRUCTED OF   POLYETHYLENE OR POLYVINYL CHLORIDE (PVC). THE PLASTIC   PIPE WALL THICKNESS MUST NOT BE LESS THAN 0.125 INCH   (3.175 MM).   3.THE NECK OF THE PLASTIC CASING SHALL HAVE A   MEANS OF INSPECTION PROVIDED TO MONITOR THE ANNULUS   BETWEEN THE PRESSURIZED HYDRAULIC CYLINDER AND THE   PROTECTIVE PLASTIC CASING.   4.REPLACEMENTS OF EXISTING HYDRAULIC CYLINDERS   SHALL BE PROTECTED BY THE AFOREMENTIONED METHOD WHERE   EXISTING PHYSICAL DIMENSIONS PERMIT       27-29) COMPLIED.       30) SHEET S-7/ S-13       30A) COMPLIED.       30B) COMPLIED.       30C) 2ND REQUEST, 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.       30D) 2ND REQUEST,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-K) COMPLIED.       L) ROOFING ASSEMBLIES, SIPLAST/ COPAL MODIFIED   BITUMEN OVER LWCDECK, THE SUBSYSTEMS LOCATED ON   SHEETS 8-20 ARE NOT HIGHLIGHTED AS TO WHICH SYTEM SHALL   BE INSTALLED.   EACH SUBSYSTEM HAS A SPECIFIC DESIGN PRESSURE,   NOTELIMITATIONS 7 AND 9. LIMITATION NUMBER 7 ALLOWS   ENHANCED FASTENING TO RAS 117 WHEREAS LIMITATION NUMBER   9 WILL NOT   ALLOW ENHANCED FASTENING.   M- PRE-ENGINEERED A/C STANDSNO LETTER THAT THIS   PRODUCT WAS REVIEWED FOR CODE COMPLIANCE FROM THE   DESIGN TEAM.   N- PROVISO: CLIP SYSTEM FOR THE CURTAINWALL SYSTEM   TOBE SUBMITTED AS PART OF THE WINDOW SHOP DRAWINGS.       31-32) COMPLIED.           JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)659-8026   E-MAIL: [email protected]       PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS   LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS   REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO   THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE   THEREFORE SUBJECT TO PUBLIC DISCLOSURE.   ***** UNSAT2ND REVIEW ****           ** PLEASE SEE SOME NOTES FROM PREVIOUS REVIEW ARE STILL   IN NEED OF ADDRESSING ALONG WITH SOME NEW COMMENTS,   SOME BASED ON PLANS NOW SUBMITTED, NEW DOCUMENTS BEING   REVIEWED FOR THE FIRST TIME AND SOME NEW COMMENTS NOT   MADE ON PREVIOUS REVIEWS.       ** PLEASE SEE THE NOTES BELOW ARE TAKEN DIRECTLY FROM   PREVIOUS REVIEW WITH A NO, OK OR A NO/OK.   THESE WILL BE FOR THE EXACT NUMERICAL NOTATION OF THE   PREVIOUS REVIEW NOTES.       A NO IS IF THE COMMENT WAS NOT FULLY ADDRESSED AND/OR   FURTHER EXPLANATION OR CHANGES IN PLANS OR DOCUMENTS   ARE STILL NEEDED. THIS REVIEWER WILL TRY TO BETTER   EXPLAIN NOTE ABOVE PREVIOUS REVIEW COMMENT.       AN OK WILL BE LABELED AS SUCH ON THE SAME NUMERICAL   COMMENT AND WILL HAVE OLD NOTE REMOVED FROM COMMENTS.       A NO/OK MEANS PART OF THE COMMENT MAY HAVE BEEN   ADDRESSED, HOWEVER NOT ALL OF THE PREVIOUS REVIEW   COMMENT MAY HAVE BEEN FULLY ADDRESSED.       ** PLEASE SEE ANY NEW NOTES WILL BE ADDED TO THE END OF   THE PREVIOUS REVIEW COMMENTS AND NOTED AS SUCH. Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2007-10-21 Cont ID   Sent By jwitmer Date 2007-10-21 Time 12:11 Rev Time 4.00 Received By jwitmer Date 2007-10-18 Time 07:08 Sent To   Notes 2007-10-21 09:24:52 PALM BEACH COUNTY HEALTH DEPARTMENT BUILDING   BUILDING PLAN REVIEW   PERMIT: 07050361   ADD: 800 CLEMATIS ST   CONT: THE MORGANTI GROUP, INC*PLAN REVIEW ONLY*   TEL: (561)262-6771       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE;IB   2NDREVIEW- PLAN 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.       1B) PLANS SUBMITTED FOR PERMIT APPLICATION(FIRST TIME   REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE   2004 FBC BUILDING WITH THE2007 REVISIONS.       1C) 106.1.1* W.P.B. ADMINISTRATIVE CODE/2004   DRAWINGS & SPECIFICATIONS SHALL CONTAIN INFORMATION, IN   THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF   MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY   WITH THE TECHNICAL CODES. SUCH INFORMATION SHALL BE   SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE CITED AS   A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR ITS   EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC   INFORMATION". CONSTRUCTION DOCUMENTS SHALL BE   SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND   EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT   WILL CONFORM TO THE PROVISIONS OF THIS CODE AND   RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS   DETERMINED BY THE BUILDING OFFICIAL.       2-3) COMPLIED.       4) COMPLIED 12-20-07 SENT TO HAROLD PISKURA!!!   2ND REQUEST, THE THRESHOLD INSPECTOR WILL NEED PRESENT   SIGNED THRESHOLD DOCUMENTS AND SUBMIT THEM TO ASSISTANT   BUILDING OFFICIAL HAROLD PISKURA BEFORE THIS COMMENT   WILL BE COMPLIED WITH. WPB AMENDMENT 105.13.6. W.P.B.   CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD   BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY S.   553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS   REQUIRED BY THIS CODE. CONTACT HAROLD PISKURA MANAGER   OF THE SPECIAL INSPECTOR PROGRAM AT (561) 805-6711 FOR   FURTHER INFORMATION BEFORE THE PERMIT MAY BE ISSUED.       5-6) COMPLIED.       7) NOTE TO CONTRACTOR : 109.3.10* IMPACT OF   CONSTRUCTION. ALL CONSTRUCTION ACTIVITY REGULATED BY   THIS CODE SHALL BE PREFORMED 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 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 PARCEL 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.           8) NOTE TO CONTRACTOR: 109.3.10.1 HURRICANE 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 FAIL 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.       9-10) COMPLIED.       11A) 2ND REQUEST, THIS COMMENT WAS ONLY PARTIALLY   COMPLIED WITH YES A SURVEY IS PRESENT BUT NOT   INCORPORATED INTO THE SET OF PLANS. THE REAL ISSUE IS   THE PROPERTY LINE ON THE WEST BUILDING LINE OR WITHIN   10'-0 OF THE BUILDING LINE. PLEASE PROVIDE SOME   CLARIFICATION. A UNITY OF TITLE MAY ALSO BE REQUIRED   PLUS AN ABANDONMENT OF AN EASEMENT. TABLE 601, TABLE   602 AND TABLE 704.8.       11B) THE SURVEY PROVIDED INDICATES THIS PROPERTY IS IN   A A-9 FLOOD ZONE THIS PROPERTY IS LOCATED PARTIALLY IN   A B&C FLOOD ZONE MAKING A **B** FLOOD ZONE. PLEASE HAVE   THE SURVEY CORRECTED AS WELL AS THE CIVIL SHEET# 4.       12-14) COMPLIED.       15A)2ND REQUEST, THE CODE IS CLEAR WHERE A CHANGE OF   ELEVATION OF 12 INCHES OR LESS IN THIS CASE AN EXIT   DISCHARGE A RAMP SHALL BE PROVIDED. SHEET A2.00DETAIL#   2, 1003.5.2.WHERE CHANGE IN ELEVATION OF 12 INCHES (305   MM) OR LESS OCCURS IN EXIT ACCESS CORRIDORS, EXITS AND   EXIT DISCHARGE, RAMPS COMPLYING WITH SECTION 1010 SHALL   BE PROVIDED. 1003.5.1 WHERE A CHANGE IN LEVEL MEANS OF   EGRESS NOT EXCEEDING 21 INCHES (533 MM) IS ACHIEVED BY   A STAIR, THE MINIMUM TREAD DEPTH OF SUCH STAIR SHALL BE   13 INCHES (330 MM) AND THE PRESENCE AND LOCATION OF   EACH STEP SHALL BE READILY APPARENT.       15B) NEW COMMENT DEALS WITH WHAT I BELIEVED TO BE A   RAMP ON THE EAST SIDE OF THE BUILDING THAT LEAD TO THE   ACCESSIBLE PARKING. SHEET A- 2.00, TOP DETAIL INDICATES   A ELEVATION MARKER OF24.25' SEE CIVIL PLANS C-4 THEY   ALSO APPEAR TO INDICATE A RETAINING WALL AND NOT A RAMP   ON THE EAST SIDE OF THE BUILDING MAKING THE ACCESSIBLE   PARKING NOT THE CLOSEST PATH OF TRAVEL.PLEASE REVIEW TO   SEE IF THIS IS SUPPOSE TO BE A RAMP OR A ELEVATED   WALKWAY.       16-21) COMPLIED.       22A) 2ND REQUEST, DEALS WITH THE LOCATION OF THE OVER   FLOW SCUPPERS IN RELATION SHIP TO THE MAIN ROOF DRAINS.   THE THANK YOU FOR PROVIDING THE HIGH AND LOW POINTS OF   THE ROOF ELEVATIONS. THE PLANS INDICATE IN MANY AREAS   OF THE ROOFTHE CURRENT HIGH POINT WOULD ALLOW FOR   6.25 INCHES OF PONDINGBEFORE WATER WOULD START TO RUN   OUT THE EMERGENCY OVERFLOW SCUPPERS. THERE IS 2 POINTS   OF VIEW ON THIS CODE SECTION THE FIRST IS THAT THE   SCUPPERS ARE TO BE 2-4 INCHES OFF THE ROOF LEVEL AT THE   PARAPET AND THE SECOND DEALS WITH THE AMOUNT OF WATER   (DEPTH) THAT WILL BE ON THE ROOF BEFORE THE WATER   REACHES THE OVERFLOW SCUPPERS AND STARTS TO RUN OUT.       IF THE FIRST CASEIS LOOKED AT WHICH REFLECTS THIS   PLAN YOU WILL HAVE TRULY 6.25 INCHES OF WATER PONDING   ON THE ROOF, PLUS THE DEFLECTION FACTOR TO BE TAKEN   INTO ACCOUNT. PLEASE PROVIDE CALCULATIONS FOR THIS   WEIGHT FACTOR IN THE LARGEST AREA TO BE SERVED BY ANY   ROOF DRAIN.   ROOF PLAN AND THE EMERGENCY OVER FLOW SCUPPERS,   INDICATE THE SLOPE TO BE   ?? IN 1?-0?WHENEVER THE OVERFLOW SCUPPERS ARE   LOCATED MORE THAN 16?-0? AWAY FROM THE MAIN ROOF DRAIN   IN SITUATIONSWHERE IN HEAVY DOWN POURS THE MAIN DRAIN   CAN NOT TAKE ANY MORE WATER THERE IS TO BE NO MORE THAN   4 INCHES OF WATER ON THE ROOF DECK.   1503.4.3 OVERFLOW SCUPPERS. WHEN OTHER MEANS OF   DRAINAGE OF OVERFLOW WATER IS NOT PROVIDED, OVERFLOW   SCUPPERS SHALL BE PLACED IN WALLS OR PARAPETS NOT LESS   THAN 2 INCHES (51 MM) NOR MORE THAN 4 INCHES (102 MM)   ABOVE THE FINISHED ROOF COVERING AND SHALL BE LOCATED   AS CLOSE AS PRACTICAL TO REQUIRED VERTICAL LEADERS OR   DOWNSPOUTS OR WALL AND PARAPET SCUPPERS. AN OVERFLOW   SCUPPER SHALL BE SIZED IN ACCORDANCE WITH THE FLORIDA   BUILDING CODE, PLUMBING.       22B-C) COMPLIED.       23) COMPLIED.           24) 2ND REQUEST, SHEET A2.08 WINDOWS IN FIRE RATED   PARTITIONS, SHOW COMPLIANCE WITH TABLE 715.4 AND 715.4   AS WELL AS NFPA 80. PROVIDE NOT ONLY INFORMATION ON   GLAZING BUT THE FRAME AS WELL. THE RESPONSE WAS TO SEE   DRAWINGS A2.08 FOR CORRECTIONS.       25) COMPLIED.       26) 2ND REQUEST, DEALS WITH ELEVATOR REQUIREMENTS FOR   STRETCHERS FOR ELEVATORS IN BUILDINGS 4 STORIES AND   MORE, NOT BECAUSE OF POSSIBLY BEING A MEDICAL FACILITY.   SHEET A4.03.2   26A)PROVIDE INFORMATION FOR ELEVATOR CAR TO   ACCOMMODATE AMBULANCE STRETCHERS.3002.4.       26B) PLEASE PROVIDE THE ELEVATOR MACHINE ROOM?S SMOKE   DETECTOR AND HOIST WAY WOULD BE LOCATED IN THE   PLANS?3002.8. SHEET A6.01 AND DO NOT SHOW THEM.       26C) PLEASE PROVIDE THE FOLLOWING INFORMATION: 3003.1   STANDBY POWER.   IN BUILDINGS AND STRUCTURES WHERE STANDBY POWER IS   REQUIRED OR FURNISHED TO OPERATE AN ELEVATOR, THE   OPERATION SHALL BE IN ACCORDANCE WITH SECTIONS 3003.1.1   THROUGH 3003.1.4 .   3003.1.1 MANUAL TRANSFER.   STANDBY POWER SHALL BE MANUALLY TRANSFERABLE TO ALL   ELEVATORS IN EACH BANK.   3003.1.2 ONE ELEVATOR.   WHERE ONLY ONE ELEVATOR IS INSTALLED, THE ELEVATOR   SHALL AUTOMATICALLY TRANSFER TO STANDBY POWER WITHIN 60   SECONDS AFTER FAILURE OF NORMAL POWER.   3003.1.3 TWO OR MORE ELEVATORS.   WHERE TWO OR MORE ELEVATORS ARE CONTROLLED BY A COMMON   OPERATING SYSTEM, ALL ELEVATORS SHALL AUTOMATICALLY   TRANSFER TO STANDBY POWER WITHIN 60 SECONDS AFTER   FAILURE OF NORMAL POWER WHERE THE STANDBY POWER SOURCE   IS OF SUFFICIENT CAPACITY TO OPERATE ALL ELEVATORS AT   THE SAME TIME. WHERE THE STANDBY POWER SOURCE IS NOT OF   SUFFICIENT CAPACITY TO OPERATE ALL ELEVATORS AT THE   SAME TIME, ALL ELEVATORS SHALL TRANSFER TO STANDBY   POWER IN SEQUENCE, RETURN TO THE DESIGNATED LANDING AND   DISCONNECT FROM THE STANDBY POWER SOURCE. AFTER ALL   ELEVATORS HAVE BEEN RETURNED TO THE DESIGNATED LEVEL,   AT LEAST ONE ELEVATOR SHALL REMAIN OPERABLE FROM THE   STANDBY POWER SOURCE.   3003.1.4 VENTING.   WHERE STANDBY POWER IS CONNECTED TO ELEVATORS, THE   MACHINE ROOM VENTILATION OR AIR CONDITIONING SHALL BE   CONNECTED TO THE STANDBY POWER SOURCE.   3003.2 FIRE-FIGHTERS? EMERGENCY OPERATION. ELEVATORS   SHALL BE PROVIDED WITH PHASE I EMERGENCY RECALL   OPERATION AND PHASE II EMERGENCY IN-CAR OPERATION IN   ACCORDANCE WITH ASME A17.1.       26D) 3004.2 LOCATION OF VENTS. VENTS SHALL BE LOCATED   BELOW THE FLOOR OR FLOORS AT THE TOP OF THE HOIST WAY,   AND SHALL OPEN EITHER DIRECTLY TO THE OUTER AIR OR   THROUGH NONCOMBUSTIBLE DUCTS TO THE OUTER AIR.   NONCOMBUSTIBLE DUCTS SHALL BE PERMITTED TO PASS THROUGH   THE ELEVATOR MACHINE ROOM PROVIDED THAT PORTIONS OF THE   DUCTS LOCATED OUTSIDE THE HOIST WAY OR MACHINE ROOM ARE   ENCLOSED BY CONSTRUCTION HAVING NOT LESS THAN THE FIRE   PROTECTION RATING REQUIRED FOR THE HOIST WAY. HOLES IN   THE MACHINE ROOM FLOORS FOR THE PASSAGE OF ROPES,   CABLES OR OTHER MOVING ELEVATOR EQUIPMENT SHALL BE   LIMITED SO AS NOT TO PROVIDE GREATER THAN 2 INCHES (51   MM) OF CLEARANCE ON ALL SIDES.       3004.3 AREA OF VENTS. EXCEPT AS PROVIDED FOR IN SECTION   3004.3.1 , THE AREA OF THE VENTS SHALL NOT BE LESS THAN   3? PERCENT OF THE AREA OF THE HOIST WAY NOR LESS THAN 3   SQUARE FEET (0.28 M 2 ) FOR EACH ELEVATOR CAR, AND NOT   LESS THAN 3? PERCENT NOR LESS THAN 0.5 SQUARE FOOT   (0.047 M 2 ) FOR EACH DUMBWAITER CAR IN THE HOIST WAY,   WHICHEVER IS GREATER. OF THE TOTAL REQUIRED VENT AREA,   NOT LESS THAN ONE-THIRD SHALL BE OF THE PERMANENTLY   OPEN TYPE UNLESS ALL VENTS ACTIVATE UPON DETECTION OF   SMOKE FROM ANY OF THE ELEVATOR LOBBY SMOKE DETECTORS.       26E) PLEASE NOTE THE FOLLOWING: 3006.5 SHUNT TRIP.   WHERE ELEVATOR HOIST WAYS OR ELEVATOR MACHINE ROOMS   CONTAINING ELEVATOR CONTROL EQUIPMENT ARE PROTECTED   WITH AUTOMATIC SPRINKLERS, A MEANS INSTALLED IN   ACCORDANCE WITH NFPA 72, SECTION 3?9.4, ELEVATOR   SHUTDOWN, SHALL BE PROVIDED TO DISCONNECT AUTOMATICALLY   THE MAIN LINE POWER SUPPLY TO THE AFFECTED ELEVATOR   PRIOR TO THE APPLICATION OF WATER. THIS MEANS SHALL NOT   BE SELF-RESETTING. THE ACTIVATION OF SPRINKLERS OUTSIDE   THE HOIST WAY OR MACHINE ROOM SHALL NOT DISCONNECT THE   MAIN LINE POWER SUPPLY.       26F) PLEASE NOTE NEW TO THE 2006 FBC REVISIONS: 3009.1   ELECTROLYSIS PROTECTION FOR UNDERGROUND HYDRAULIC   ELEVATOR CYLINDERS.   ALL NEWLY INSTALLED UNDERGROUND HYDRAULIC PRESSURE   CYLINDERS SHALL BE ENCASED IN OUTER PLASTIC CONTAINMENT   TO MINIMIZE ELECTROLYTIC CORROSION BETWEEN THE METAL   CYLINDER AND GROUND CATHODE.   1.THE PLASTIC CASING SHALL BE CAPPED AT THE   BOTTOM, AND ALL JOINTS MUST BE SOLVENT OR HEAT WELDED   TO ENSURE WATER TIGHTNESS.   2.THE PLASTIC CASING SHALL BE CONSTRUCTED OF   POLYETHYLENE OR POLYVINYL CHLORIDE (PVC). THE PLASTIC   PIPE WALL THICKNESS MUST NOT BE LESS THAN 0.125 INCH   (3.175 MM).   3.THE NECK OF THE PLASTIC CASING SHALL HAVE A   MEANS OF INSPECTION PROVIDED TO MONITOR THE ANNULUS   BETWEEN THE PRESSURIZED HYDRAULIC CYLINDER AND THE   PROTECTIVE PLASTIC CASING.   4.REPLACEMENTS OF EXISTING HYDRAULIC CYLINDERS   SHALL BE PROTECTED BY THE AFOREMENTIONED METHOD WHERE   EXISTING PHYSICAL DIMENSIONS PERMIT       27-29) COMPLIED.       30) SHEET S-7/ S-13       30A) COMPLIED.       30B) COMPLIED.       30C) 2ND REQUEST, 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.       30D) 2ND REQUEST,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) TRAINER GLASS CURTAIN WALL LMI ,HIGHLIGHT WHICH   GLAZING TYPE WILL BE USED, AND MULLIONS. SEE SHEET 2 OF   14 TOP OF CHART IS CUT OFF !!!!!! 2ND REQUEST!!!!!B)   TRAINER GLASS CURTAIN WALL SMI-, HIGHLIGHT WHICH   GLAZING TYPE TO       TO BE USED, AND MULLIONS. THE HEADS ARE CUT OFF   THE CHARTS PLEASE PROVIDE LEGIBLE   REPORTS.   C) BOTH TRAINER GLASS REPORTS DO NOT INDICATE IF THE   ANCHORING INTO MASONRY AND STEEL   SUBSTRATE TOOK THE 1.33 INCREASE NEWER REPORTS   UNDER THE 2004 USUALLY INDICATE NO   1/3 STRESS INCREASE TAKEN? 2004 FBC 16.5.3.1.1.       D) YKK AP 35H OUT SWING ALUMINUM DOORLMI, ,NOTE THIS   REPORT REQUIRES THE DESIGN PRESSURES TO BE DIVIDED BY   1.33, HIGHLIGHT WHICH GLAZING TYPE TO BE USED, AND   MULLIONS. THE HEADS ARE CUT OFF THE CHARTS PLEASE   PROVIDE LEGIBLE REPORTS.       E)COMPLIED. FIREDOOR 8080 SERIES OUT SWING COMMERCIAL   STEEL DOOR LMI, CURRENTLY WITH A 1.0 IMPORTANCE FACTOR   MEETS WIND LOADS.       F)COMPLIED. FIREDOOR 8080 SERIES OUT SWING STEEL LOUVER   COMMERCIAL DOOR LMI, CURRENTLY WITH A 1.0 IMPORTANCE   FACTOR MEETS WIND LOADS       G)COMPLIED.FIREDOOR 4080 SERIES OUT SWING COMMERCIAL   STEEL DOOR LMI, CURRENTLY WITH A 1.0 IMPORTANCE FACTOR   MEETS WIND LOADS.,       H) BESAM AUTOMATIC ENTRANCE SYSTEM, POWER GLIDE MODEL   AM-2 AUTOMATIC ALUMINUM SLIDING GLASS DOOR, SUBSECTION   ?C? CALCULATIONS INDICATE THAT THE CALCULATIONS HAVE   NOT BEEN REVISITED TO THE 2004 FBC 1605.3.1.1.WITH A   1.0 IMPORTANCE FACTOR THIS PRODUCT MAY MEET WIND LOADS   WITH THE UNKNOWN FASTENING FACTOR STEEL INCREASE OF   1.33 FORWIND LOADS       I) OVERHEAD DOOR, 10? WIDE ROLLING STEEL DOOR,   CURRENTLY DOES NOT MEET THE REQUIRED PRESSURES. ,   SUBSECTION **C** CALCULATIONS INDICATE THAT THE   CALCULATIONS HAVE NOT BEEN REVISITED TO THE 2004 FBC   1605.3.1.1.WITH A 1.0 IMPORTANCE FACTOR THIS PRODUCT   MAY MEET WIND LOADS WITH THE UNKNOWN FASTENING FACTOR   STEEL INCREASE OF 1.33 FOR WIND LOADS, ALSO IF THE   IMPORTANCE FACTOR IS ADJUSTED TO 1.15TO BE DETERMINED   BY THE DESIGN PROFESSIONAL.       J) RUSKIN LOUVER SERIES ELF6375DXD , AS INDICATED WITH   THE PRESSURES AS STATED ON THE PLAN MEETS PRESSURES BUT   , SUBSECTION **C** CALCULATIONS INDICATE THAT THE   CALCULATIONS HAVE NOT BEEN REVISITED TO THE 2004 FBC   1605.3.1.1.WITH A 1.0 IMPORTANCE FACTOR THIS 30)   SHEET S-7   30A) CODES AND STANDARDS ASCE 7-02 THE BUILDING   CATEGORY II WITH AN IMPORTANCE FACTOR OF 1.0. IS THIS   BUILDING TO BE USED AS A HEALTH CARE FACILITY THAT MAY   EVER HAVE SURGERY OR BE USED FOR EMERGENCY TREATMENT?   IF SO THIS BUILDING CATEGORY WOULD BE A IV WITH AN   IMPORTANCE FACTOR OF 1.15. THE PRESSURE ZONES ON S-13   WILL CHANGE WITH THE 1.15 IMPORTANCE FACTOR.       30B) PRODUCT APPROVALS: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 BESUBMITTED 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       30C) ) 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.       30D)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) TRAINER GLASS CURTAIN WALL LMI , REQUIRES FL COVER   SHEET, HIGHLIGHT WHICH GLAZING TYPE TO BE USED, AND   MULLIONS. THE HEADS ARE CUT OFF THE CHARTS PLEASE   PROVIDE LEGIBLE   REPORTS.   B) TRAINER GLASS CURTAIN WALL SMI REQUIRES FL COVER   SHEET, HIGHLIGHT WHICH GLAZING TYPE   TO BE USED, AND MULLIONS. THE HEADS ARE CUT OFF   THE CHARTS PLEASE PROVIDE LEGIBLE   REPORTS.   C) BOTH TRAINER GLASS REPORTS DO NOT INDICATE IF THE   ANCHORING INTO MASONRY AND STEEL   SUBSTRATE TOOK THE 1.33 INCREASE NEWER REPORTS   UNDER THE 2004 USUALLY INDICATE NO   1/3 STRESS INCREASE TAKEN? 2004 FBC 16.5.3.1.1.       D) YKK AP 35H OUT SWING ALUMINUM DOORLMI,NOTE THIS   REPORT REQUIRES THE DESIGN PRESSURES TO BE DIVIDED BY   1.33, HIGHLIGHT WHICH GLAZING TYPE TO BE USED, AND   MULLIONS. THE HEADS ARE CUT OFF THE CHARTS PLEASE   PROVIDE LEGIBLEREPORTS.       E) COMPLIED. FIREDOOR 8080 SERIES OUT SWING COMMERCIAL   STEEL DOOR LMI, CURRENTLY WITH A 1.0 IMPORTANCE FACTOR   MEETS WIND LOADS.       F) COMPLIED.FIREDOOR 8080 SERIES OUT SWING STEEL   LOUVER COMMERCIAL DOOR LMI, REQUIRES FL COVER SHEET,   CURRENTLY WITH A 1.0 IMPORTANCE FACTOR MEETS WIND   LOADS.       G) COMPLIED. FIREDOOR 4080 SERIES OUT SWING COMMERCIAL   STEEL DOOR LMI, HIGHLIGHT TYPE OF FASTENER TO BE USED,   REQUIRES FL COVER SHEET, CURRENTLY WITH A 1.0   IMPORTANCE FACTOR MEETS WIND LOADS.       H) BESAM AUTOMATIC ENTRANCE SYSTEM, POWER GLIDE MODEL   AM-2 AUTOMATIC ALUMINUM SLIDING GLASS DOOR, SUBSECTION   **C** CALCULATIONS INDICATE THAT THE CALCULATIONS HAVE   NOT BEEN REVISITED TO THE 2004 FBC 1605.3.1.1.WITH A   1.0 IMPORTANCE FACTOR THIS PRODUCT MAY MEET WIND LOADS   WITH THE UNKNOWN FASTENING FACTOR STEEL INCREASE OF   1.33 FORWIND LOADS, ALSO IF THE IMPORTANCE FACTOR IS   ADJUSTED TO 1.15TO BE DETERMINED BY THE DESIGN   PROFESSIONAL.       I) OVERHEAD DOOR, 10? WIDE ROLLING STEEL DOOR CURRENTLY   DOES NOT MEET THE REQUIRED PRESSURES. , SUBSECTION   **C** CALCULATIONS INDICATE THAT THE CALCULATIONS HAVE   NOT BEEN REVISITED TO THE 2004 FBC 1605.3.1.1.WITH A   1.0 IMPORTANCE FACTOR THIS PRODUCT MAY MEET WIND LOADS   WITH THE UNKNOWN FASTENING FACTOR STEEL INCREASE OF   1.33 FOR WIND LOADS.       J) RUSKIN LOUVER SERIES ELF6375DXD ,THE WRONG BACKUP   REPORT WAS SUBMITTED, THE CORRECT REPORT IS AN UL   REPORT, PLEASE SUBMIT THE RIGHT REPORT       K) RUSKIN LOUVER SERIES EME520MD, ,THE WRONG BACKUP   REPORT WAS SUBMITTED, THE CORRECT REPORT IS AN UL   REPORT, PLEASE SUBMIT THE RIGHT REPORT       L) ROOFING ASSEMBLIES: SIPLAST/ ICOPAL, MODIFIED   BITUMEN OVER LWC DECK. THE SUB-SYSTEM IS NOT   HIGHLIGHTED PAGES 8-20, ALSO NOTE GENERAL LIMITATION   NUMBER 7 AND 9. IF ENHANCED FASTING IS REQUIRED PLEASE   PROVIDE THE CALCULATIONS FOR RAS 117.       M) PRE-ENGINEERED A/C STANDS- NO REPORT SUBMITTED!       N) NOTE CLIP SYSTEM FOR CURTAIN WALL SYSTEM IS NOT   CALLED OUT AND WOULD ALSO REQUIRE PRODUCT APPROVAL SEE   DETAIL 15 SHEET S-10. PROVIDE ADDITIONAL INFORMATION.   106.1.2*       31-32) COMPLIED.       BUILDING PLAN REVIEW II   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 2007-06-20 Cont ID   Sent By jwitmer Date 2007-06-20 Time 11:28 Rev Time 12.12 Received By jwitmer Date 2007-06-20 Time 11:27 Sent To   Notes 2007-06-27 09:21:41 PALM BEACH COUNTY HEALTH DEPARTMENT BUILDING   BUILDING PLAN REVIEW   PERMIT: 07050361   ADD: 800 CLEMATIS ST   CONT: THE MORGANTI GROUP, INC ?PLAN REVIEW   ONLY?   TEL: (561)262-6771   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2006 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE;IB   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.       1B) PLANS SUBMITTED FOR PERMIT APPLICATION(FIRST TIME   REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE   2004 FBC BUILDING WITH THE2007 REVISIONS.       1C) 106.1.1* W.P.B. ADMINISTRATIVE CODE/2004   DRAWINGS & SPECIFICATIONS SHALL CONTAIN INFORMATION, IN   THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF   MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY   WITH THE TECHNICAL CODES. SUCH INFORMATION SHALL BE   SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE CITED AS   A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR ITS   EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC   INFORMATION". CONSTRUCTION DOCUMENTS SHALL BE   SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND   EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT   WILL CONFORM TO THE PROVISIONS OF THIS CODE AND   RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS   DETERMINED BY THE BUILDING OFFICIAL       2) COMPLIED. 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 .       3)FL S S 713.13 NOTICE 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.       4)WPB AMENDMENT 105.13.6. W.P.B. CONSTRUCTION   SERVICES DEPARTMENT   REQUEST FOR THRESHOLD BUILDINGS A SPECIAL INSPECTOR AS   REQUIRED BY S. 553.79(5) FLORIDA STATUTES TO THE   MINIMUM INSPECTIONS REQUIRED BY THIS CODE. CONTACT   HAROLD PISKURA MANAGER OF THE SPECIAL INSPECTOR PROGRAM   AT (561) 805-6711 FOR FURTHER INFORMATION BEFORE THE   PERMIT MAY BE ISSUED.       5)W.P.B. AMENDMENT 105.13.4.4 ALL PLANS FOR THE   BUILDING WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY   THE ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT   THAT, TO THE BEST OF THE ARCHITECT'S PR ENGINEER'S   KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE   APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE   LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633   FLORIDA STATUTE.       6)FL S. S. 553.71(7) " THRESHOLD BUILDING" MEANING   ANY BUILDING WHICH IS GREATER THAN (3) STORIES OR 50 FT   IN HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY   CLASSIFICATION AS DENIED IN THE FLORIDA BUILDING CODE   WHICH EXCEEDS 5,000 SQ FT IN AREA AND AN OCCUPANT   CONTENT OF GREATER THAN 500 PERSONS. 105.13.1 THE   ENFORCING AGENCY SHALL REQUIRE A SPECIAL INSPECTOR TO   PERFORM STRUCTURAL INSPECTIONS ON A THRESHOLD BUILDING   PURSUANT TO A STRUCTURAL INSPECTION PLAN PREPARED BY   THE ENGINEER OF RECORD. THE STRUCTURAL INSPECTION PLAN   MUST BE SUBMITTED TO THE ENFORCING AGENCY PRIOR TO THE   ISSUANCE   OF A BUILDING PERMIT FOR THE CONSTRUCTION OF A   THRESHOLD BUILDING. THE PURPOSE OF THE STRUCTURAL   INSPECTION PLAN IS TO PROVIDE SPECIFIC INSPECTION   PROCEDURES AND SCHEDULES SO THAT THE BUILDING CAN BE   ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED   DOCUMENTS.       7) 109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION   ACTIVITY REGULATED BY THIS CODE SHALL BE PREFORMED 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 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 PARCEL 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.           8) 109.3.10.1 HURRICANE 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 FAIL 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) THE TITLE BLOCK INFORMATION IS TO PROVIDE THE   ADDRESS, LOCATION OF THE PROJECT, FAC 61G1-16.004   (ARCHITECTS) AND 61G15-23.002 (ENGINEERS).       10) SHEET LS0.01:   10A) TABLE-VI BUILDING HEIGHT AND AREA SEE THE   ALLOWABLE HEIGHT IN STORIES WAS PLACED IN THE WRONG   LINE.       10B) TABLE-IV TYPE OF CONSTRUCTION SEE BEAMS SUPPORTING   ROOF ONLY REQUIRES A 2HR RATING, SEE FOOTNOTE ?C? FOR   EXCEPTIONS.       11) THE SET OF PLANS HAVE CIVIL PLANS INDICATING THE   VARIOUS WORK TO BE COMPLETED ON THE PROJECT, WHAT I   WASN?T ABLE TO FIND WAS A SURVEY. THERE APPEARS TO BE   AN EASEMENT OR ALLEYWAY RUNNING EAST TO WEST ON THIS   LOT. WHAT ALSO APPEARS THERE IS A PROPERTY LINE EITHER   IN THE WEST PORTION OF THE BUILDING OR DIRECTLY TO THE   WEST WALL OF THE PROPOSED BUILDING.   PLEASE PROVIDE SOME CLARIFICATION. A UNITY OF TITLE MAY   ALSO BE REQUIRED PLUS AN ABANDONMENT OF AN EASEMENT.   TABLE 601, TABLE 602 AND TABLE 704.8.       12)SITE PLAN A1.01 INDICATES THE MAIN ENTRY ON THE   EAST SIDE BUT THE PARKING AREA TO BE ON THE SOUTHWEST   SIDE OF THE BUILDING. PLEASE LOOK AT THE SECTION 11-6.1   AND 11-6.2 FOR ENTRANCES. PLEASE INDICATE HOW   COMPLIANCE WILL BE MET?       11-6.1 GENERAL.   MEDICAL CARE FACILITIES INCLUDED IN THIS SECTION ARE   THOSE IN WHICH PEOPLE RECEIVE PHYSICAL OR MEDICAL   TREATMENT OR CARE AND WHERE PERSONS MAY NEED ASSISTANCE   IN RESPONDING TO AN EMERGENCY AND WHERE THE PERIOD OF   STAY MAY EXCEED 24 HOURS. IN ADDITION TO THE   REQUIREMENTS OF SECTIONS 11-4.1 THROUGH 11-4.35 ,   MEDICAL CARE FACILITIES AND BUILDINGS SHALL COMPLY WITH   SECTION 11-6 .   11-6.2 ENTRANCES.   AT LEAST ONE ACCESSIBLE ENTRANCE THAT COMPLIES WITH   SECTION 11-4.14 SHALL BE PROTECTED FROM THE WEATHER BY   CANOPY OR ROOF OVERHANG. SUCH ENTRANCES SHALL   INCORPORATE A PASSENGER LOADING ZONE THAT COMPLIES WITH   SECTION 11-4.6.6 .       13) PLEASE PROVIDE ADDITIONAL INFORMATION AS TO THE   TYPES OF MEDICAL CARE AND OR TREATMENT THIS FACILITY   WILL MANAGE. 11-4.1.2(5)(D)AT FACILITIES PROVIDING   MEDICAL CARE AND OTHER SERVICES FOR PERSONS WITH   MOBILITY IMPAIRMENTS, PARKING SPACES COMPLYING WITH   SECTION 11-4.6 SHALL BE PROVIDED IN ACCORDANCE WITH   SECTION 11-4.1.2 (5)(A) EXCEPT AS FOLLOWS:   (I)OUTPATIENT UNITS AND FACILITIES: 10 PERCENT OF   THE TOTAL NUMBER OF PARKING SPACES PROVIDED SERVING   EACH SUCH OUTPATIENT UNIT OR FACILITY;   (II)UNITS AND FACILITIES THAT SPECIALIZE IN   TREATMENT OR SERVICES FOR PERSONS WITH MOBILITY   IMPAIRMENTS; 20 PERCENT OF THE TOTAL NUMBER OF PARKING   SPACES PROVIDED SERVING EACH SUCH UNIT OR FACILITY.       14) BUILDINGS WITH MULTIPLE ACCESSIBLE ENTRANCES:   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. IN PARKING FACILITIES THAT DO NOT SERVE A   PARTICULAR BUILDING, ACCESSIBLE PARKING SHALL BE   LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO   AN ACCESSIBLE PEDESTRIAN ENTRANCE OF THE PARKING   FACILITY. IN BUILDINGS WITH MULTIPLE ACCESSIBLE   ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING   SPACES SHALL BE DISPERSED AND LOCATED CLOSEST TO THE   ACCESSIBLE ENTRANCES       15)SHEET A2.00DETAIL# 2, 1003.5.2.WHERE CHANGE IN   ELEVATION OF 12 INCHES (305 MM) OR LESS OCCURS IN EXIT   ACCESS CORRIDORS, EXITS AND EXIT DISCHARGE, RAMPS   COMPLYING WITH SECTION 1010 SHALL BE PROVIDED. 1003.5.1   WHERE A CHANGE IN LEVEL MEANS OF EGRESS NOT EXCEEDING   21 INCHES (533 MM) IS ACHIEVED BY A STAIR, THE MINIMUM   TREAD DEPTH OF SUCH STAIR SHALL BE 13 INCHES (330 MM)   AND THE PRESENCE AND LOCATION OF EACH STEP SHALL BE   READILY APPARENT.       16) SHEET A2.00.1 THE RAMP SECTIONS DO NOT PROVIDE THE   LENGTH OF THE BOTTOM LANDING.   11-.8.4.(2) LANDINGS. ALL LANDINGS ON RAMPS SHALL NOT   BE LESS THAN 60" CLEAR, & THE BOTTOM OF EACH RAMP SHALL   HAVE NOT LESS THAN 72" OF STRAIGHT & LEVEL CLEARANCES.       17) SHEET A2.00.1 ON THE RIGHT HAND SIDE OF THE SHEET   THERE ARE THREE DETAILS WITH NO REFERENCE NUMBERS?   PLEASE INDICATE DIMENSIONS ON THE BOTTOM POST DETAIL.       18) SHEET A2.01   18A) THE CONFERENCE ROOM 1-112 IS A A3 OCCUPANCY GROUP   AND THE PLAN DOES INDICATE A 2HR FIRE PARTITION BETWEEN   THE A3 OCCUPANCY AND THE BUSINESS OCCUPANCY BUT THE   PLAN FAILS TO IDENTIFY THE FIRE AND SMOKE RATED   CORRIDOR REQUIRED FOR THE A3 OCCUPANCY. SEE TABLE   1016.1. FOR RATED CORRIDORS WITH FIRE SPRINKLERS.   715.3.3 DOOR ASSEMBLIES IN CORRIDORS AND SMOKE   BARRIERS.   FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE   PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN   CORRIDOR WALLS OR SMOKE BARRIER WALLS HAVING A   FIRE-RESISTANCE RATING IN ACCORDANCE WITH TABLE 715.3   SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C   WITHOUT THE HOSE STREAM TEST. IF A 20-MINUTE FIRE DOOR   ASSEMBLY CONTAINS GLAZING MATERIAL, THE GLAZING   MATERIAL IN THE DOOR ITSELF SHALL HAVE A MINIMUM FIRE   PROTECTION RATING OF 20 MINUTES AND BE EXEMPT FROM THE   HOSE STREAM TEST. GLAZING MATERIAL IN ANY OTHER PART OF   THE DOOR ASSEMBLY, INCLUDING TRANSOM LITES AND   SIDELITES, SHALL BE TESTED IN ACCORDANCE WITH NFPA 257,   INCLUDING THE HOSE STREAM TEST, IN ACCORDANCE WITH   SECTION 715.4 . FIRE DOOR ASSEMBLIES SHALL ALSO MEET   THE REQUIREMENTS FOR A SMOKE- AND DRAFT-CONTROL DOOR   ASSEMBLY TESTED IN ACCORDANCE WITH UL 1784 WITH AN   ARTIFICIAL BOTTOM SEAL INSTALLED ACROSS THE FULL WIDTH   OF THE BOTTOM OF THE DOOR ASSEMBLY       AS THE PLANS ARE DRAWN CURRENTLY ALL THE CORRIDOR BOTH   SIDES WILL NEED TO BE 1 HR FIRE RATED THE LOBBY   INCLUDINGROOM 1-158 AND CORRIDOR TO DOORS 159 AND   159A.       18B) IN LOOKING AT THE DOOR SCHEDULE FOR RATED DOORS   THE DOOR SCHEDULE FOUND ON SHEET A2.07 INDICATES THE   TYPES OF DOORS, PLEASE RATE DOORS AS PER TABLE 715.3 IN   MINUTES AND HRS. A ?B? LABEL DOOR MEETS THE NOTE 3   FOUND UNDER DOOR NOTES ON SHEET A2.07       18C) DISCREPANCY PLEASE SEE WALL TAGS (6) AND (6A)   SHEET A9.01 FOR WALL TYPE (6) AND (6A) APPEAR TO HAVE   TYPO?       18D) STEEL FIREPROOFING DETAILS FOUND ON A9.0.1.1,   PLEASE PROVIDE THE MANUFACTURERS SPEC FOR FIRE PROOFING   THICKNESS/ HR. RATING FOR COLUMNS AND BEAMS. TABLE   601.       18E) STEEL COLUMN FOUND ON GRID LINE G1 AND 2A PLEASE   PROVIDE PRODUCT INFORMATION ON THE INTUMESCENT PAINT TO   BE APPLIED TO THE COLUMN FACE, 2 HR RATING. TABLE 601.       19) SHEET A2.02   19A) PLEASE PROVIDE ADDITIONAL INFORMATION FOR THE   FOLLOWING (2) ROOMS, STD/HIV, AND THE   SCHOOL HEALTH ROOMS. THE PLAN JUST SHOWS SQ FT AREA, BY   AREA THEY COULD BE CLASSIFIED AS AN A-3 ASSEMBLY   OCCUPANCY, ARE THERE DESK IN THESE AREAS? IF THEY HAVE   DESKTHE   AREA WOULD BE CONSIDERED BUSINESS? IF CONSIDERED A3   ASSEMBLY AGAIN AS ON THE FIRST FLOOR THE CORRIDORS AND   DOORS WOULD NEED TO BE RATED. TABLE 1016.1.       19B) SHOWER ROOMS 2-239 & 2-240 PLEASE PROVIDE ENLARGED   PLAN WITH DIMENSIONS, PLEASE LOOK AT THE FIGURE 36A   TYPE STALL AND THE 12? OVERLAY BEYOND THE SEAT, PLANS   DO NOT INDICATE THIS CONFIGURATION. NOTE THE 36? ARE   ABSOLUTES! ALSO SHOW THE LOCATION OF THE CONTROLS. SEE   SHEET A4.00.       19C) THE MECHANICAL ROOMS LOCATED ON FLOORS 2-5 ALL   HAVE IN COMMON A STRUCTURAL COLUMN, HOW WILL THE FIRE   RATINGS BE COMPLIED WITH TABLE 601?       20) SHEET A2.03   20A) PLEASE INDICATE THE OCCUPANT LOAD OF COMMUNITY   HEALTH AREA, ARE THERE DESK?       20B) THERE IS A LARGE AREA THAT THE ROOM IS NOT   IDENTIFIED APPROXIMATELY COLUMN LINE G AND 5-6? AGAIN   IS THERE TO BE DESK PROVIDE THE OCCUPANT LOAD.       20C) IN THE COMPUTER ROOM IS THERE A RAISED DECK OR   FLOOR? IF SO PROVIDE DETAILS AND INCLUDE THE HEIGHT OF   THE RAISED FLOOR. ALSO SEE ACCESSIBLE RAMPS 11-4-8.       21) SHEET A2.04   21A) PLANS INDICATE LARGE AREAS PLEASE INDICATE IF   THESE AREAS WILL HAVE DESK OR CUBICLES, IF CUBICLES HOW   HIGH WILL THE WALLS BE? MAY INTERFERE WITH EXIT   SIGNAGE!   PROVIDE OCCUPANT LOADS.       21B) ROOM 4-420 HIGH DENSITY FILES PLEASE PROVIDE THE   LIVE LOAD TO BE FIGURED FOR THIS AREA? 1607.4   CONCENTRATED LOADS.       22) A2.06   22A) ROOF PLAN AND THE EMERGENCY OVER FLOW SCUPPERS,   INDICATE THE SLOPE TO BE   ?? IN 1?-0?WHENEVER THE OVERFLOW SCUPPERS ARE   LOCATED MORE THAN 16?-0? AWAY FROM THE MAIN ROOF DRAIN   IN SITUATIONSWHERE IN HEAVY DOWN POURS THE MAIN DRAIN   CAN?T TAKE ANY MORE WATER THERE IS TO BE NO MORE THAN   4? OF WATER ON THE ROOF DECK.   1503.4.3 OVERFLOW SCUPPERS. WHEN OTHER MEANS OF   DRAINAGE OF OVERFLOW WATER IS NOT PROVIDED, OVERFLOW   SCUPPERS SHALL BE PLACED IN WALLS OR PARAPETS NOT LESS   THAN 2 INCHES (51 MM) NOR MORE THAN 4 INCHES (102 MM)   ABOVE THE FINISHED ROOF COVERING AND SHALL BE LOCATED   AS CLOSE AS PRACTICAL TO REQUIRED VERTICAL LEADERS OR   DOWNSPOUTS OR WALL AND PARAPET SCUPPERS. AN OVERFLOW   SCUPPER SHALL BE SIZED IN ACCORDANCE WITH THE FLORIDA   BUILDING CODE, PLUMBING.       22B) ROOF PLAN INDICATES DETAIL7 ON SHEET A3.10B1, NO   SUCH PLAN?       22C)SECTION 1 OF A3.07 PROVIDES A SECTION DETAIL OF A   CURTAIN WALL SECTION THROUGH TO THE ROOF. THE TOP OF   THE CURTAIN WALL SECTION REFERS TO THE STRUCTURAL SHEET   S10 DETAIL NUMBER   18, IT APPEARS THAT NO CONNECTION INFORMATION IS   PROVIDED, BOLTS OR WELDS?       23) PLAN A2.07.2 & A2.08 BOTH INDICATE BACK TO BACK   STUDS AT DOOR OPENINGS, NOTE TYPE I AND TYPE II   BUILDINGS NO COMBUSTIBLE STUDS, SEE 603.1.       24) SHEET A2.08 WINDOWS IN FIRE RATED PARTITIONS, SHOW   COMPLIANCE WITH TABLE 715.4 & 715.4 AND NFPA 80.   PROVIDE NOT ONLY INFORMATION ON THE GLAZING BUT THE   FRAME AS WELL.       25) A2.09 FLOOR COVERINGS INDICATES A ?C2? CARPET   PROVIDE THE FOLLOWING MINIMUM CRITICAL RADIANT FLUX FOR   THE CARPET 804.5.1.       26) SHEET A4.03.2   26A)PROVIDE INFORMATION FOR ELEVATOR CAR TO   ACCOMMODATE AMBULANCE STRETCHERS.3002.4.       26B) PLEASE PROVIDETHE ELEVATOR MACHINE ROOM?S SMOKE   DETECTOR AND HOIST WAY WOULD BE LOCATED IN THE   PLANS?3002.8. SHEET A6.01 AND DO NOT SHOW THEM.       26C) PLEASE PROVIDE THE FOLLOWING INFORMATION: 3003.1   STANDBY POWER.   IN BUILDINGS AND STRUCTURES WHERE STANDBY POWER IS   REQUIRED OR FURNISHED TO OPERATE AN ELEVATOR, THE   OPERATION SHALL BE IN ACCORDANCE WITH SECTIONS 3003.1.1   THROUGH 3003.1.4 .   3003.1.1 MANUAL TRANSFER.   STANDBY POWER SHALL BE MANUALLY TRANSFERABLE TO ALL   ELEVATORS IN EACH BANK.   3003.1.2 ONE ELEVATOR.   WHERE ONLY ONE ELEVATOR IS INSTALLED, THE ELEVATOR   SHALL AUTOMATICALLY TRANSFER TO STANDBY POWER WITHIN 60   SECONDS AFTER FAILURE OF NORMAL POWER.   3003.1.3 TWO OR MORE ELEVATORS.   WHERE TWO OR MORE ELEVATORS ARE CONTROLLED BY A COMMON   OPERATING SYSTEM, ALL ELEVATORS SHALL AUTOMATICALLY   TRANSFER TO STANDBY POWER WITHIN 60 SECONDS AFTER   FAILURE OF NORMAL POWER WHERE THE STANDBY POWER SOURCE   IS OF SUFFICIENT CAPACITY TO OPERATE ALL ELEVATORS AT   THE SAME TIME. WHERE THE STANDBY POWER SOURCE IS NOT OF   SUFFICIENT CAPACITY TO OPERATE ALL ELEVATORS AT THE   SAME TIME, ALL ELEVATORS SHALL TRANSFER TO STANDBY   POWER IN SEQUENCE, RETURN TO THE DESIGNATED LANDING AND   DISCONNECT FROM THE STANDBY POWER SOURCE. AFTER ALL   ELEVATORS HAVE BEEN RETURNED TO THE DESIGNATED LEVEL,   AT LEAST ONE ELEVATOR SHALL REMAIN OPERABLE FROM THE   STANDBY POWER SOURCE.   3003.1.4 VENTING.   WHERE STANDBY POWER IS CONNECTED TO ELEVATORS, THE   MACHINE ROOM VENTILATION OR AIR CONDITIONING SHALL BE   CONNECTED TO THE STANDBY POWER SOURCE.   3003.2 FIRE-FIGHTERS? EMERGENCY OPERATION. ELEVATORS   SHALL BE PROVIDED WITH PHASE I EMERGENCY RECALL   OPERATION AND PHASE II EMERGENCY IN-CAR OPERATION IN   ACCORDANCE WITH ASME A17.1.       26D) 3004.2 LOCATION OF VENTS. VENTS SHALL BE LOCATED   BELOW THE FLOOR OR FLOORS AT THE TOP OF THE HOIST WAY,   AND SHALL OPEN EITHER DIRECTLY TO THE OUTER AIR OR   THROUGH NONCOMBUSTIBLE DUCTS TO THE OUTER AIR.   NONCOMBUSTIBLE DUCTS SHALL BE PERMITTED TO PASS THROUGH   THE ELEVATOR MACHINE ROOM PROVIDED THAT PORTIONS OF THE   DUCTS LOCATED OUTSIDE THE HOIST WAY OR MACHINE ROOM ARE   ENCLOSED BY CONSTRUCTION HAVING NOT LESS THAN THE FIRE   PROTECTION RATING REQUIRED FOR THE HOIST WAY. HOLES IN   THE MACHINE ROOM FLOORS FOR THE PASSAGE OF ROPES,   CABLES OR OTHER MOVING ELEVATOR EQUIPMENT SHALL BE   LIMITED SO AS NOT TO PROVIDE GREATER THAN 2 INCHES (51   MM) OF CLEARANCE ON ALL SIDES.       3004.3 AREA OF VENTS. EXCEPT AS PROVIDED FOR IN SECTION   3004.3.1 , THE AREA OF THE VENTS SHALL NOT BE LESS THAN   3? PERCENT OF THE AREA OF THE HOIST WAY NOR LESS THAN 3   SQUARE FEET (0.28 M 2 ) FOR EACH ELEVATOR CAR, AND NOT   LESS THAN 3? PERCENT NOR LESS THAN 0.5 SQUARE FOOT   (0.047 M 2 ) FOR EACH DUMBWAITER CAR IN THE HOIST WAY,   WHICHEVER IS GREATER. OF THE TOTAL REQUIRED VENT AREA,   NOT LESS THAN ONE-THIRD SHALL BE OF THE PERMANENTLY   OPEN TYPE UNLESS ALL VENTS ACTIVATE UPON DETECTION OF   SMOKE FROM ANY OF THE ELEVATOR LOBBY SMOKE DETECTORS.       26E) PLEASE NOTE THE FOLLOWING: 3006.5 SHUNT TRIP.   WHERE ELEVATOR HOIST WAYS OR ELEVATOR MACHINE ROOMS   CONTAINING ELEVATOR CONTROL EQUIPMENT ARE PROTECTED   WITH AUTOMATIC SPRINKLERS, A MEANS INSTALLED IN   ACCORDANCE WITH NFPA 72, SECTION 3?9.4, ELEVATOR   SHUTDOWN, SHALL BE PROVIDED TO DISCONNECT AUTOMATICALLY   THE MAIN LINE POWER SUPPLY TO THE AFFECTED ELEVATOR   PRIOR TO THE APPLICATION OF WATER. THIS MEANS SHALL NOT   BE SELF-RESETTING. THE ACTIVATION OF SPRINKLERS OUTSIDE   THE HOIST WAY OR MACHINE ROOM SHALL NOT DISCONNECT THE   MAIN LINE POWER SUPPLY.       26F) PLEASE NOTE NEW TO THE 2006 FBC REVISIONS: 3009.1   ELECTROLYSIS PROTECTION FOR UNDERGROUND HYDRAULIC   ELEVATOR CYLINDERS.   ALL NEWLY INSTALLED UNDERGROUND HYDRAULIC PRESSURE   CYLINDERS SHALL BE ENCASED IN OUTER PLASTIC CONTAINMENT   TO MINIMIZE ELECTROLYTIC CORROSION BETWEEN THE METAL   CYLINDER AND GROUND CATHODE.   1.THE PLASTIC CASING SHALL BE CAPPED AT THE   BOTTOM, AND ALL JOINTS MUST BE SOLVENT OR HEAT WELDED   TO ENSURE WATER TIGHTNESS.   2.THE PLASTIC CASING SHALL BE CONSTRUCTED OF   POLYETHYLENE OR POLYVINYL CHLORIDE (PVC). THE PLASTIC   PIPE WALL THICKNESS MUST NOT BE LESS THAN 0.125 INCH   (3.175 MM).   3.THE NECK OF THE PLASTIC CASING SHALL HAVE A   MEANS OF INSPECTION PROVIDED TO MONITOR THE ANNULUS   BETWEEN THE PRESSURIZED HYDRAULIC CYLINDER AND THE   PROTECTIVE PLASTIC CASING.   4.REPLACEMENTS OF EXISTING HYDRAULIC CYLINDERS   SHALL BE PROTECTED BY THE AFOREMENTIONED METHOD WHERE   EXISTING PHYSICAL DIMENSIONS PERMIT       27) SHEET A4.0527A) DETAIL (4A) SINKS:11-4.24.2   SINKS, HEIGHT. SINKS SHALL BE MOUNTED WITH THE COUNTER   NO HIGHER THAN 34" ABOVE THE FINISH FLOOR.   11-4.24.3 KNEE CLEARANCE THAT IS AT LEAST 27" HIGH   30" WIDE, AND 19" DEEP SHALL BE PROVIDED UNDERNEATH   SINKS.   11-4.24.5 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE AT   LEAST 30 INCHES BY 48 INCHES (760 MM BY 1219 MM)   COMPLYING WITH SECTION 11-4.2.4 SHALL BE PROVIDED IN   FRONT OF A SINK TO ALLOW FORWARD APPROACH. THE CLEAR   FLOOR SPACE SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL   EXTEND A MAXIMUM OF 19 INCHES (485 MM) UNDERNEATH THE   SINK       28) A4.07SINKS:11-4.24.2 SINKS, HEIGHT. SINKS SHALL   BE MOUNTED WITH THE COUNTER NO HIGHER THAN 34" ABOVE   THE FINISH FLOOR.   11-4.24.3 KNEE CLEARANCE THAT IS AT LEAST 27" HIGH 30"   WIDE, AND 19" DEEP SHALL BE PROVIDED UNDERNEATH SINKS.   11-4.24.5 CLEAR FLOOR SPACE.A CLEAR FLOOR SPACE AT   LEAST 30 INCHES BY 48 INCHES (760 MM BY 1219 MM)   COMPLYING WITH SECTION 11-4.2.4 SHALL BE PROVIDED IN   FRONT OF A SINK TO ALLOW FORWARD APPROACH. THE CLEAR   FLOOR SPACE SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL   EXTEND A MAXIMUM OF 19 INCHES (485 MM) UNDERNEATH THE   SINK.       29) SHEET A5.00   29A) AT THE BOTTOM AND TOP LANDING HANDRAILS ARE TO:   11-4.9.4(2) (2) IF HANDRAILS ARE NOT CONTINUOUS, THEY   SHALL EXTEND AT LEAST 12 INCHES (305 MM) BEYOND THE TOP   RISER AND AT LEAST 12 INCHES (305 MM) PLUS THE WIDTH OF   ONE TREAD BEYOND THE BOTTOM RISER. AT THE TOP, THE   EXTENSION SHALL BE PARALLEL WITH THE FLOOR OR GROUND   SURFACE. AT THE BOTTOM, THE HANDRAIL SHALL CONTINUE TO   SLOPE FOR A DISTANCE OF THE WIDTH OF ONE TREAD FROM THE   BOTTOM RISER; THE REMAINDER OF THE EXTENSION SHALL BE   HORIZONTAL [SEE FIGURE 19 (C) AND FIGURE 19 (D)].   HANDRAIL EXTENSIONS SHALL COMPLY WITH SECTION 11-4.4 .       29B) 1009.5.3 STAIR IDENTIFICATION. AN APPROVED SIGN   SHALL BE LOCATED AT EACH FLOOR LEVEL LANDING IN ALL   ENCLOSED STAIRWAYS OF BUILDINGS FOUR OR MORE STORIES IN   HEIGHT. THE SIGN SHALL INDICATE THE FLOOR LEVEL AND THE   AVAILABILITY OF ROOF ACCESS FROM THAT STAIRWAY AND AN   IDENTIFICATION OF THE STAIRWAY. THE SIGN SHALL ALSO   STATE THE FLOOR LEVEL OF AND DIRECTION TO EXIT   DISCHARGE. THE SIGN SHALL BE LOCATED APPROXIMATELY 5   FEET (1524 MM) ABOVE THE FLOOR LANDING IN A POSITION   WHICH IS READILY VISIBLE WHEN THE DOOR IS IN THE OPEN   OR CLOSED POSITION. THE FLOOR LEVEL DESIGNATION SHALL   ALSO BE TACTILE IN ACCORDANCE WITH CHAPTER 11 .       29C)1009.12 ACCESS TO ROOF. BUILDINGS FOUR STORIES OR   MORE IN HEIGHT, EXCEPT THOSE WITH A ROOF SLOPE GREATER   THAN 4:12, SHALL BE PROVIDED WITH A STAIRWAY TO THE   ROOF. SUCH STAIRWAY SHALL BE MARKED AT STREET AND FLOOR   LEVELS WITH A SIGN INDICATING THAT IT CONTINUES TO THE   ROOF. WHERE ROOFS ARE USED FOR ROOF GARDENS OR FOR   OTHER PURPOSES, STAIRWAYS SHALL BE PROVIDED AS REQUIRED   FOR SUCH USE OR OCCUPANCY.       30) SHEET S-7   30A) CODES AND STANDARDS ASCE 7-02 THE BUILDING   CATEGORY II WITH AN IMPORTANCE FACTOR OF 1.0. IS THIS   BUILDING TO BE USED AS A HEALTH CARE FACILITY THAT MAY   EVER HAVE SURGERY OR BE USED FOR EMERGENCY TREATMENT?   IF SO THIS BUILDING CATEGORY WOULD BE A IV WITH AN   IMPORTANCE FACTOR OF 1.15. THE PRESSURE ZONES ON S-13   WILL CHANGE WITH THE 1.15 IMPORTANCE FACTOR.       30B) PRODUCT APPROVALS: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 BESUBMITTED 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       30C) ) 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.       30D)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) TRAINER GLASS CURTAIN WALL LMI , REQUIRES FL COVER   SHEET, HIGHLIGHT WHICH GLAZING TYPE   TO BE USED, AND MULLIONS. THE HEADS ARE CUT OFF   THE CHARTS PLEASE PROVIDE LEGIBLE   REPORTS.   B) TRAINER GLASS CURTAIN WALL SMI   REQUIRES FL COVER SHEET, HIGHLIGHT WHICH GLAZING TYPE       TO BE USED, AND MULLIONS. THE HEADS ARE CUT OFF   THE CHARTS PLEASE PROVIDE LEGIBLE   REPORTS.   C) BOTH TRAINER GLASS REPORTS DO NOT INDICATE IF THE   ANCHORING INTO MASONRY AND STEEL   SUBSTRATE TOOK THE 1.33 INCREASE NEWER REPORTS   UNDER THE 2004 USUALLY INDICATE NO   1/3 STRESS INCREASE TAKEN? 2004 FBC 16.5.3.1.1.       D) YKK AP 35H OUT SWING ALUMINUM DOORLMI, , REQUIRES   FL COVER SHEET, NOTE THIS REPORT REQUIRES THE DESIGN   PRESSURES TO BE DIVIDED BY 1.33, HIGHLIGHT WHICH   GLAZING TYPE   TO BE USED, AND MULLIONS. THE HEADS ARE CUT OFF THE   CHARTS PLEASEPROVIDE LEGIBLE   REPORTS.       E) FIREDOOR 8080 SERIES OUT SWING COMMERCIAL STEEL DOOR   LMI, REQUIRES FL COVER SHEET,   CURRENTLY WITH A 1.0 IMPORTANCE FACTOR MEETS WIND   LOADS, TO BE DETERMINED BY THE DESIGN PROFESSIONAL   IMPORTANCE FACTOR OF 1.15.       F) FIREDOOR 8080 SERIES OUT SWING STEEL LOUVER   COMMERCIAL DOOR LMI, REQUIRES FL COVER SHEET, CURRENTLY   WITH A 1.0 IMPORTANCE FACTOR MEETS WIND LOADS, TO BE   DETERMINED BY THE DESIGN PROFESSIONAL IMPORTANCE FACTOR   OF 1.15.       G) FIREDOOR 4080 SERIES OUT SWING COMMERCIAL STEEL   DOOR LMI, HIGHLIGHT TYPE OF FASTENER TO BE USED,   REQUIRES FL COVER SHEET, CURRENTLY WITH A 1.0   IMPORTANCE FACTOR MEETS WIND LOADS, TO BE DETERMINED BY   THE DESIGN PROFESSIONAL IMPORTANCE FACTOR OF 1.15.       H) BESAM AUTOMATIC ENTRANCE SYSTEM, POWER GLIDE MODEL   AM-2 AUTOMATIC ALUMINUM SLIDING GLASS DOOR, SUBSECTION   ?C? CALCULATIONS INDICATE THAT THE CALCULATIONS HAVE   NOT BEEN REVISITED TO THE 2004 FBC 1605.3.1.1.WITH A   1.0 IMPORTANCE FACTOR THIS PRODUCT MAY MEET WIND LOADS   WITH THE UNKNOWN FASTENING FACTOR STEEL INCREASE OF   1.33 FORWIND LOADS, ALSO IF THE IMPORTANCE FACTOR IS   ADJUSTED TO 1.15TO BE DETERMINED BY THE DESIGN   PROFESSIONAL.       I) OVERHEAD DOOR, 10? WIDE ROLLING STEEL DOOR, REQUIRES   FLORIDA COVER SHEET, CURRENTLY DOESN?T MEET THE   REQUIRED PRESSURES. , SUBSECTION ?C? CALCULATIONS   INDICATE THAT THE CALCULATIONS HAVE NOT BEEN REVISITED   TO THE 2004 FBC 1605.3.1.1.WITH A 1.0 IMPORTANCE   FACTOR THIS PRODUCT MAY MEET WIND LOADS WITH THE   UNKNOWN FASTENING FACTOR STEEL INCREASE OF 1.33 FOR   WIND LOADS, ALSO IF THE IMPORTANCE FACTOR IS ADJUSTED   TO 1.15TO BE DETERMINED BY THE DESIGN PROFESSIONAL.       J) RUSKIN LOUVER SERIES ELF6375DXD , AS INDICATED WITH   THE PRESSURES AS STATED ON THE PLAN MEETS PRESSURES BUT   , SUBSECTION ?C? CALCULATIONS INDICATE THAT THE   CALCULATIONS HAVE NOT BEEN REVISITED TO THE 2004 FBC   1605.3.1.1.WITH A 1.0 IMPORTANCE FACTOR THIS PRODUCT   MAY MEET WIND LOADS WITH THE UNKNOWN FASTENING FACTOR   STEEL INCREASE OF 1.33 FOR WIND LOADS, ALSO IF THE   IMPORTANCE FACTOR IS ADJUSTED TO 1.15 TO BE DETERMINED   BY THE DESIGN PROFESSIONAL.       K) RUSKIN LOUVER SERIES EME520MD, AS INDICATED WITH THE   PRESSURES AS STATED ON THE PLAN MEETS PRESSURES BUT ,   SUBSECTION ?C? CALCULATIONS INDICATE THAT THE   CALCULATIONS HAVE NOT BEEN REVISITED TO THE 2004 FBC   1605.3.1.1.WITH A 1.0 IMPORTANCE FACTOR THIS PRODUCT   MAY MEET WIND LOADS WITH THE UNKNOWN FASTENING FACTOR   STEEL INCREASE OF 1.33 FOR WIND LOADS, ALSO IF THE   IMPORTANCE FACTOR IS ADJUSTED TO 1.15 TO BE DETERMINED   BY THE DESIGN PROFESSIONAL.       L) ROOFING ASSEMBLIES: SIPLAST/ ICOPAL, MODIFIED   BITUMEN OVER LWC DECK. REQUIRES FLORIDA COVER SHEET,   SUB-SYSTEM IS NOT HIGHLIGHTED PAGES 12-20, ALSO NOTE   GENERAL LIMITATION NUMBER 7 AND 9. IF ENHANCED FASTING   IS REQUIRED PLEASE PROVIDE THE CALCULATIONS FOR RAS   117.       M) PRE-ENGINEERED A/C STANDS- NO REPORT SUBMITTED!       N) NOTE CLIP SYSTEM FOR CURTAIN WALL SYSTEM ISN?T   CALLED OUT AND WOULD ALSO REQUIRE PRODUCT APPROVAL SEE   DETAIL 15 SHEET S-10. PROVIDE ADDITIONAL INFORMATION.   106.1.2*   31) SHEET S-10 DETAIL # 7 DEALS WITH EXCAVATION NEXT TO   WALL FOUNDATIONS. WHEN THE SLOPE OF AN EXCAVATION IN A   BED OF SAND EXCEEDS THE ANGLE OF INTERNAL FRICTION OF   THE MATERIAL, THE SAND WILL SLIDE DOWN THE SLOPE,   THEREFORE THE STEEPEST SLOPE THAT SAND CAN ATTAIN IS   EQUAL TO THE ANGLE OF INTERNAL FRICTION.   1803.1 EXCAVATIONS NEAR FOOTINGS OR FOUNDATIONS.   EXCAVATIONS FOR ANY PURPOSE SHALL NOT REMOVE LATERAL   SUPPORT FROM ANY FOOTING OR FOUNDATION WITHOUT FIRST   UNDERPINNING OR PROTECTING THE FOOTING OR FOUNDATION   AGAINST SETTLEMENT OR LATERAL TRANSLATION.   TO THE ANGLE OF INTERNAL FRICTION.       32)BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED,   IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY. THE   ACTUAL PERMIT SET OF PLANS MUST BE STAMPED BY THAT   OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE   PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE   INFORMATION.       A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A   RESULT OF THE ADDITIONAL INFORMATION REQUESTED   ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF   THIS REVIEW.       BUILDING PLAN REVIEW II   JIM WITMER C. B. O.       TEL: (561)805-6715   FAX: (561)659-8026   E-MAIL: [email protected] Review Stop E ELECTRICAL Rev No 10 Status P Date 2009-05-21 Cont ID   Sent By dpalmer Date 2009-05-21 Time 08:58 Rev Time 0.00 Received By dpalmer Date 2009-05-21 Time 08:58 Sent To   Notes 2009-05-21 08:58:22 **NOTES RED-LINED **       1) NOTE: GATES, OPENERS SHALL BE UNDER SEPARATE   PERMIT(S) INCLUDING WORK FOR ELECTRICAL.   FBC 105.1   PLEASE BE SURE TO SUBMIT TWO COPIES OF PLANS INCLUDING:   SITE PLANS SHOWING LOCATIONS AND ACCESS DRIVES.   ELECTRICAL DETAILS AND SUBMITTALS FOR MOTORS ARE   NEEDED. PLEASE BE SURE THE FAIL SAFE OPERATION FOR   GATES UNDER POWER FAILURE IS PROVIDED. PLEASE BE SURE   THE LISTING FOR EQUIPMENT IS FROM A NATIONALLY   RECOGNIZED TESTING LABORATORY. NRTL 110.3       2) NOTE: VALUE FOR INCREASED SCOPE OF WORK FOR ANY   OTHER SYSTEMS ADDED TO BUILDING SUCH AS UPS, TELECOM   SYSTEMS SUCH AS THE ONES ON NEW PLANS SUBMITTED IS   UPDATED PER FBC 108.3                       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 9 Status P Date 2009-02-04 Cont ID   Sent By dpalmer Date 2009-02-04 Time 09:14 Rev Time 0.00 Received By dpalmer Date 2009-01-30 Time 13:24 Sent To PC Notes 2009-02-04 09:15:18 PASSED OK. 2009-01-30 13:22:23 AT THE REQUEST OF ATHUR NORTON, PLANS ARE NOT TO BE   REVIEWED AS NEW ELECTRICAL SHEETS ARE TO BE CHANGED OUT   BEFORE REVIEW. PLANS WILL BE UNDER "T" UP FRONT (LARGE   BINS) WAITING FOR CHANGES. THIS REQUEST WAS ON 1/27/09 Review Stop E ELECTRICAL Rev No 8 Status F Date 2008-12-23 Cont ID   Sent By dpalmer Date 2008-12-23 Time 09:22 Rev Time 0.00 Received By dpalmer Date 2008-12-23 Time 09:22 Sent To   Notes 2008-12-23 09:22:36 ** DENIED/PASSED REVISIONS**       SEE LIST BELOW AS THERE ARE SHEETS SUBMITTED WHICH   CONTAIN NOTES FOR CORRECTIONS.   OTHER SHEETS SUBMITTED ARE OK AND CONTAIN ELECTRICAL   REVIEW STAMPS.       1) NOTE: SHEETS E105,106,109,112,115 NOW ALL CONTAIN   NEW CAMERA SYSTEM. THIS WAS NOT PART OF THE BASE   BUILDING PLANS. TO DATE ONLY ONE LOW VOLTAGE PERMIT HAS   BEEN APPLIED FOR WHICH IS FOR BUILDING AUTOMATION   SYSTEM. NO PERMITS HAVE BEEN APPLIED FOR PHONE, DATA   CATV ETC.   ANY CAMERA SYSTEM NOW PROPOSED WILL ALSO BE REQUIRED TO   BE UNDER SEPARATE PERMIT, PLANS AND FEES.   PLEASE SEE FBC 1019.1.2 AS MANY OF THE CAMERAS SHOWN   ARE IN THE VERTICAL EXIT AREAS. THESE ARE NOT PERMITTED   IN THE EGRESS STAIRS.       2) NOTE: PLEASE SEE SHEET E1.12 AS THE REVISION DATE   SHOWN FOR REV # 16 IS 9/5/08 YET THE REVISION #17 IS   BEFORE #16 WITH A DATE OF 7/28/08. THIS MUST BE A   MISPRINT OF SOME TYPE. THIS SHOULD BE REVERSED.                               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 7 Status P Date 2008-12-22 Cont ID   Sent By dpalmer Date 2008-12-22 Time 14:22 Rev Time 0.00 Received By dpalmer Date 2008-12-22 Time 14:22 Sent To   Notes 2008-12-22 14:22:26 REVISED ELECTRICAL SITE PLAN Review Stop E ELECTRICAL Rev No 6 Status P Date 2008-12-22 Cont ID   Sent By dpalmer Date 2008-12-22 Time 13:42 Rev Time 0.00 Received By dpalmer Date 2008-12-22 Time 13:42 Sent To   Notes 2008-12-22 13:43:14 REVISED 3.01 FOR FUEL TANK SIZE TO 600GAL Review Stop E ELECTRICAL Rev No 5 Status P Date 2008-03-25 Cont ID   Sent By dpalmer Date 2008-03-25 Time 17:01 Rev Time 0.00 Received By dpalmer Date 2008-03-25 Time 17:01 Sent To   Notes 2008-03-25 17:09:56 NEW VERSION OF ENERGY CALCULATIONS BROUGHT IN.   LIGHTING COORDINATES WITH PREVIOUS CALCULATIONS. ACTUAL   FIXTURE COUNT IN ENERGY CALCULATIONS AND INPUT DATA   REPORT IS HIGHER THAN ON PLANS.   FUEL TANK FOR GENERATOR REVISED DOWN TO 550 GALLONS ON   PLANS AND SUBMITTALS. INITIALED AND SIGNED CHANGES. Review Stop E ELECTRICAL Rev No 4 Status F Date 2008-03-08 Cont ID   Sent By dpalmer Date 2008-03-08 Time 22:33 Rev Time 0.00 Received By dpalmer Date 2008-03-08 Time 22:33 Sent To   Notes 2008-03-08 22:33:56 ** DENIED REVIEW **       ***TEMPORARY FAILED STATUS ***       ** ALL THREE SETS OF ELECTRICAL PLANS WERE STAMPED.       1) NOTE: PLEASE SEE THE VERSION OF ENERGY CALCULATIONS   NEEDS TO MEET 13-400.3.A WHICH IS VERSION 2.5.THE   SUBMITTED VERSION 3.0 IS NOT ADOPTED BY THE FBC. PLEASE   TRANSFER INFORMATION INTO 2.5 AND SUBMIT.   THIS REVIEWER HAS PERSONALLY SPOKEN WITH MR. MO MADANI   WITH THE DEPARTMENT OF COMMUNITY AFFAIRS/FLORIDA   BUILDING COMMISSION.   THE ADDITIONAL WATTAGE FIGURED INTO CALCULATIONS BY THE   NOTE ADDED TO COVER SHEET NEED NOT BE IN CALCULATIONS.   FOR EXAMPLE: THE ADDITIONAL PARKING LOT FIXTURE (22   INSTEAD OF 21) AND 9 ADDITIONAL *J* FIXTURES (36   INSTEAD OF 29) ON THE IDR FOR EXTERIOR LIGHTING.   THESE DO NOT NEED TO PART OF A RE-SUB AS LONG AS THERE   ARE NO COMMENTS FROM OTHER TRADES.THIS IS STILL   PENDING ANY CORRECTIONS OR INFORMATION NEEDED BY THE   MECHANICAL OR BUILDING REVIEWER OF THESE SAME   CALCULATIONS.       2) NOTE: PLEASE KNOW AS FOR INFORMATIONAL PURPOSE AND   TO PERHAPS HELP IN THE ISSUANCE OF PERMIT. THE PLANS   WERE REVISED TO REMOVE THE ON-SITE 2000 GALLON DIESEL   TANK AND MENTIONS WILL BE DONE AT LATER DATE UNDER   SEPARATE PERMIT HOWEVER THE PLANS STILL SHOW A 600   GALLON TANK WHICH DOES REQUIRE REVIEW AND STAMPED PLANS   FROM DERM. (DEPARTMENT OF ENVIRONMENTAL RESOURCE   MANAGEMENT).   THIS IS GIVEN FOR INFORMATION AND WILL BE NOTED IN   MECHANICAL REVIEW.   IF SHEETS ARE BROUGHT IN BEFORE MECHANICAL REVIEW THIS   MAY AVOID A FAIL FROM THE MECHANICAL REVIEW.       ** THIS OFFICE EXPRESSES THAT IF THERE ARE ANY   COMMENTS, QUESTIONS OR CLARIFICATION NEEDED TO PLEASE   DO NOT HESITATE IN CONTACTING THIS OFFICE.   PLEASE SEE BELOW FOR CONTACT INFORMATION.       * ** IMPORTANT**   ONCE ALL REVIEWS ARE DONE AND PLANS ARE PICKED UP FOR   CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE ALL   OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED SHEETS   INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING. DO NOT   LEAVE ANY OLD/VOIDED SHEETS IN SETS.   PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY   ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,   SPEC/CUT SHEETS, CALCULATIONS ETC SHOULD BE PLACED INTO   TWO SETS/FOLDERS/BINDERS ETC.   PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS   SHOULD BE SUBMITTED FOR REFERENCE.   THIS WILL HELP IN THE REVIEW PROCESS AND AVOID ANY   DELAYS.       DEWEY PALMER   ELECTRICAL PLAN REVIEW II   CONSTRUCTION SERVICES DEPT.   CITY OF WEST PALM BEACH   561-805-6717   [email protected]     Review Stop E ELECTRICAL Rev No 3 Status F Date 2008-01-01 Cont ID   Sent By dpalmer Date 2008-01-01 Time 15:23 Rev Time 0.00 Received By dpalmer Date 2008-01-01 Time 15:23 Sent To   Notes 2008-01-01 15:25:43 2008-1-01 15:25:43       *** DENIED REVIEW ***       THIS IS THE THIRD REVIEW FOR PROPOSED BUILDING; HOWEVER   THIS IS ONLY FIRST REVIEW UNDER PERMIT APPLICATION.   PERMIT WAS APPLIED FOR ON DECEMBER 20TH, 2007.       ** A CONDITION KNOWN AS A *PROVISO* MAY BE GRANTED FOR   SOME ITEMS BELOW AND ARE NOTED AS SUCH. SOME OF THESE   OTHER ITEMS ARE IN NEED OF ADDRESSING AT THIS TIME. AS   PLANS APPEAR TO BE COMING BACK FOR COMMENTS FROM OTHER   TRADES, PLEASE ADDRESS AT THIS TIME..       1) NOTE: PLEASE SEE NOTES FROM PREVIOUS REVIEWS WITH   RESPECT TO MEANS OF EGRESS PHOTO-METRICS FOR STAIRS.   UPON REVIEW OF THE PLANS COULD NOT LOCATE ON PLANS ANY   MINIMUM LEVELS FOR OUTSIDE STAIRS WHICH ARE AT MANY   LOCATIONS AROUND THE BUILDING.THE LEVELS WHICH WERE   ADDED FOR THE TYPICAL INSIDE STAIRS WERE LOCATED AND   REVIEWED. THE INSIDE WAS OK.   PLEASE SEE NFPA-101 7.8 AND 7.9       2) NOTE: PLEASE KNOW THAT DIVISION SPEC BOOKS WERE   STILL NOT SUBMITTED AND PLANS REFERENCE THESE ITEMS FOR   REQUIREMENTS. UNLESS THESE ARE SUBMITTED, SIGNED,   DATED, SEALED AND FILED AS PART OF THE PROJECT AND FOR   PUBLIC RECORD ANY AND ALL REFERENCES ON PLANS WHICH ARE   SIGNED, DATED, SEALED AND FILED FOR PUBLIC RECORD SHALL   CONTAIN THE SPECIFIC INFORMATION.   ANY REFERENCES MUST BE ON PLANS. EXAMPLE: LIGHTNING   PROTECTION SYSTEM NOTED ON PLANS.   PLEASE SEE OTHERS.   FBC 106.3.5.1.2, 106.3.1( INFORMATION REQUIRED ON   PLANS)       3) NOTE: PLEASE SEE MEN AND WOMEN BATHROOMS AS NO   FIXTURES SHOWN CONTAIN NOTES FOR BATTERY BACK UP   FIXTURES AND FIXTURES ON EACH FLOOR SUCH AS L AND L2 DO   NOT CONTAIN NOTES ON FIXTURE LEGEND WHICH STATES THESE   ARE TO BE BATTERY BACK UP.   THIS IS TYPICAL OF THE BATHROOMS ON EACH FLOOR.   ** THIS MAY BE PART OF THE *PROVISO*.       4) NOTE: PLEASE SEE THE GENERATOR IS NOW SHOWN FULLY AS   A SEPARATELY DERIVED UNIT; HOWEVER PLEASE SEE THE   SUBMITTAL FOR THE FIRE PUMP ATS/CONTROLLER STILL   APPEARS TO BE ONLY A THREE POLE UNIT.   PLEASE CONFIRM THIS AS THE ATS FOR THE EMERGENCY   SERVICE IS OK AT THE 4-POLE AS REQUIRED.   250.20, ETC. PLEASE CONFIRM AS THE GEN IS SD. NFPA-20   9.6, 10.8.   NFPA-110 6.2.15       5) NOTE: PLEASE CLARIFY CONTROL OF FIXTURES F-1 IN   LOBBY 1-115, AS NO NOTE IS DIRECTLY CORRESPONDING TO   THESE FIXTURES THE NEAREST NOTE IS #6. IS THIS   CORRECT?   THIS IS A ITEM WHICH CAN BE RED-LINED AND GIVEN ON   *PROVISO*.       6) NOTE: PLEASE SEE THE PLANS REFLECT PATTERSON FIRE   PUMP AND SPECS/SUBMITTALS INDICATE AURORA AND   PATTERSON.   WHICH ONE WILL BE PART OF THE PERMITTED PLANS/PACKAGE.   IF PLANS REMAIN WITH THE PATTERSON SPECS THEN ONLY THE   AURORA SPECS NEED TO BE REMOVED.       7) NOTE: PLEASE SEE PREVIOUS NOTES WITH RESPECT TO THE   INPUT DATA REPORT (IDR) AND ALL LIGHTING ON PLANS TO   COORDINATE WITH THE IDR FOR NUMBERS OF FIXTURES, THE   TYPES AND WATTAGES.   PLEASE SEE THE EXTERIOR LIGHTING ON THE IDR NEEDS TO BE   ADJUSTED FOR SOME ON PLANS OR IDR.   FOR EXAMPLE:   PLEASE SEE THE AMOUNT OF *K*, *K1* AND *K2* FIXTURES   ARE IN QUESTION. THE AMOUNT ON PLANS APPEARS HIGHER   THAN THE IDR. AS THE WATTAGE FOR WHAT IS BEING ASSUMED   AS *K1* ON PLANS AND FIXTURE LEGEND COULD AFFECT THIS   COUNT. PLEASE CLARIFY LOADING DOCK LIGHTS AND HOW THEY   ARE PLANS ON THE IDR.   FOR EXAMPLE:   PLEASE SEE THE AMOUNT OF *J* FIXTURES ON PLANS EXCEED   THAT SHOWN IN THE IDR.   FOR EXAMPLE:   PLEASE CLARIFY *Z* FIXTURES   FOR EXAMPLE:   PLEASE CLARIFY THE 128 WATT FIXTURE SHOWN ON THE IDR.   FOR EXAMPLE:   PLEASE CLARIFY THE FIXTURE LEGEND AND THE POLE DETAIL   ON SHEET E5.01 WHICH INDICATES A TYPE SC FIXTURE   HOWEVER NO FIXTURE COULD BE LOCATED ON THE SITE PLANS   OR 400W FIXTURE WAS LOCATED IN THE IDR.       ************************       ** THE FOLLOWING ARE ITEM IS NOTED IN RESPONSE AND ON   PLANS WHICH WAS NOT REQUESTED BY REVIEWER.   THESE ITEMS STILL NEED TO BE CLARIFIED HOWEVER WILL NOT   PREVENT ISSUANCE OF PERMIT.       8) NOTE: ** ITEM #1**   PLEASE SEE PLANS STATE AND SHOW THE COMPLETE TABLE PER   310.16 WAS ADDED TO PLANS AT THE SPECIFIC REQUEST BY   THIS REVIEWER WHEN IN FACT THIS WAS NOT THE CASE.   PLEASE SEE SHEET E5.03.   THIS WAS PREVIOUS NOTES # 10.   THE PANEL SCHEDULES DID NOT SHOW ANY BRANCH CIRCUIT   CONDUCTOR SIZE FOR THE LISTED OVER CURRENT PROTECTION   DEVICES. THE REQUEST WAS TO LIST THE *MINIMUM* ON PANEL   SCHEDULES OR TO SET UP SOME SORT OF TABLE WHICH WOULD   CORRELATE THE SPECIFIC OVER CURRENT PROTECTION DEVICES   WITH THE CONDUCTOR SIZES. FOR EXAMPLE:   15AMP = #14   20AMP = #12   30AMP = #10   40AMP= #8   ETC ETC.   VOLTAGE DROP AS REFERENCED FOR FBC 13-413.1.ABC.1.1 AND   .1.2 WAS FOR WORST CASE.       ** THIS DOES NOT NEED TO BE REMOVED HOWEVER WILL BE   REQUIRED TO BE REVISED TO ACCURATELY SHOW ACTUAL   CONDUCTORS INSTALLED FOR STANDARD OVER CURRENT   PROTECTION DEVICE AND THE CONDUCTORS INSTALLED FOR   WORST CASE.   ** IN THE MEETING HELD BEFORE PLANS WERE RE-SUBMITTED   THE DESIGNER OF RECORD FOR ELECTRICAL ASKED IF 310.16   COULD BE PLACED ON PLANS IN LIEU OF ANY *TABLE*. THE   RESPONSE FROM THIS REVIEW WAS THAT WOULD BE OK, HOWEVER   WAS NOT REQUIRED OR REQUESTED.       PLEASE KNOW THE LENGTH AND WORST CASE DESIGN CAN BE   PART OF THE *PROVISO*.   ** PLEASE DO NOT PLACE STATEMENTS ON PLANS FOR ITEMS   NOT REQUESTED BY REVIEWER.       9) NOTE: *** ITEM #2***       PLEASE SEE RESPONSE MENTIONS 215.3 AND 230.42 DID NOT   APPLY FOR CONTINUOUS LOADS TO BE SHOWN AT 125% AND THE   REVIEWER WAS REQUESTING THIS ABOVE THE *MINIMUM* CODE   REQUIREMENTS.   PLEASE PROVIDE INFORMATION OR DOCUMENTATION HOW THESE   SECTIONS OF THE CODE DO NOT APPLY TO CONTINUOUS LOADS.   (LOADS OF WHICH ARE 3 OR MORE HOURS, SEE NEC 100 FOR   *CONTINUOUS LOADS* ALONG WITH 210.20A).   IF PLANS DID NOT INDICATE ANY CONTINUOUS LOAD FACTORS   WERE ALREADY FIGURED OR IN DESIGN HOW WOULD THIS OFFICE   KNOW IF ANY CONSIDERATION WAS IN DESIGN?       THIS WOULD BE THE FIRST TIME AND THE ONLY TIME WHERE   THIS HAS BEEN AN ISSUE. THE FACT IS THAT MOST PLANS   ALREADY HAVE THE CONTINUOUS LOADS SHOWN AT 125% IN   COMMERCIAL APPLICATIONS.   PLEASE PROVIDE ANY DOCUMENTATION WHERE THESE SECTIONS   DO NOT APPLY AND WHAT IS BEING REQUESTED IS ABOVE THE   MINIMUM CODE.   IF THE PLANS/SERVICE/CONDUCTORS AND FEEDERS ETC DO NOT   NEED TO BE SIZED ACCORDING TO THESE SECTIONS AS NOTED   PLEASE PROVIDE DOCUMENTATION ACCORDINGLY.   ** PLEASE DO NOT MAKE STATEMENTS THAT THIS REVIEWER IS   REQUIRING OR REQUESTING ANYTHING ABOVE THE *MINIMUM*   CODE.   IF DOCUMENTATION CAN BE PROVIDED FROM NFPA THAT THESE   SPECIFIC ITEMS DO NOT APPLY THEN THE SERVICE SIZE,   CONDUCTORS, FEEDERS ETC, CAN BE DECREASED. THE RESPONSE   STATES ALL OF THESE ITEMS WERE INCREASED DUE TO THIS   REVIEWER'S COMMENTS AND ARE ABOVE THE MINIMUM. **ONLY   THE MINIMUM IS REQUIRED. THIS OFFICE DOES NOT AND WILL   NOT REQUIRE OR REQUEST ITEMS ABOVE MINIMUM DESIGN.   PLEASE CLARIFY.       ** PLEASE BE SURE TO ADDRESS COMMENTS. IF THERE ARE ANY   QUESTIONS, ANY COMMENTS NOT TYPED IN A CLEAR MANOR OR   NOT UNDERSTOOD IN ANYWAY PLEASE DO NOT HESITATE IN   CONTACTING THIS REVIEWER.       * ** IMPORTANT**   ONCE ALL REVIEWS ARE DONE AND PLANS ARE PICKED UP FOR   CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE ALL   OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED SHEETS   INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING. DO NOT   LEAVE ANY OLD/VOIDED SHEETS IN SETS.   PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY   ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,   SPEC/CUT SHEETS, CALCULATIONS ETC SHOULD BE PLACED INTO   TWO SETS/FOLDERS/BINDERS ETC.   PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS   SHOULD BE SUBMITTED FOR REFERENCE.   THIS WILL HELP IN THE REVIEW PROCESS AND AVOID ANY   DELAYS.       DEWEY PALMER   ELECTRICAL PLAN REVIEW II   CONSTRUCTION SERVICES DEPARTMENT   CITY OF WEST PALM BEACH   561-805-6717   [email protected]     Review Stop E ELECTRICAL Rev No 2 Status F Date 2007-10-04 Cont ID   Sent By dpalmer Date 2007-10-04 Time 10:11 Rev Time 0.00 Received By dpalmer Date 2007-09-30 Time 14:16 Sent To   Notes 2007-10-04 10:11:59     *** DENIED 2ND REVIEW ***       PALM BEACH COUNTY HEALTH DEPARTMENT.       ** PLEASE SEE THERE ARE SOME COMMENTS FROM PREVIOUS   REVIEW WHICH NEEDS TO BE ADDRESSED.   ** PLEASE SEE THERE ARE ALSO SOME NEW COMMENTS BASED ON   CHANGES ON PLANS AND INFORMATION ONLY NOW SUBMITTED FOR   REVIEW.   THE PREVIOUS REVIEW DID NOTE THAT DUE TO INFORMATION   NOT SUBMITTED FOR REVIEW THERE MAY BE NEW COMMENTS.       1) NOTE: ONCE AGAIN: PLEASE KNOW THAT PLANS HAVE ONLY   BEEN SUBMITTED FOR *PLAN REVIEW ONLY* AND HAVE NOT BEEN   SUBMITTED FOR PERMIT. EVEN WHEN PLANS ARE CODE   COMPLIANT, PLANS WILL STILL REMAIN IN A FAILED STATUS   AS THE REVIEW OF PERMIT APPLICATIONS, LICENSES, LICENSE   VERIFICATION ETC WILL STILL NEED TO BE DONE AT THE TIME   OF APPLICATION.       2) NOTE: PLEASE SEE NOTE #5 FROM PREVIOUS REVIEW WHICH   GAVE ALL CODES RELEVANT FOR THIS ELECTRICAL REVIEWER TO   BE ON PLANS. THESE WERE ADJUSTED AND CORRECTED ON MOST   SHEETS HOWEVER PLEASE SEE FP0.01 WHICH STILL INDICATES   THE 2002 NFPA-70 AND THE 1999 NFPA-20.   PLEASE ADJUST THESE TO THE 2005 NFPA-70 AND 2003 NFPA.       3) NOTE: PLEASE SEE PREVIOUS NOTE #6 WITH RESPECT TO   FBC CHAPTER 13. PLEASE SEE THERE ARE STILL SOME ITEMS   WHICH NEED TO BE ADDRESSED. 13-415.1.AB.1.1, 13-415.2,   13-415   PLEASE SEE THE ENERGY CALCULATIONS AS SUBMITTED WHICH   STILL NEED TO BE SIGNED, DATED AND SEALED ON THE   CERTIFICATION SHEET.   PLEASE SEE THE ENERGY CALCULATIONS AS SUBMITTED STILL   NEED TO CORRELATE WITH PLANS. ALL LIGHTING INFORMATION   WHICH IS PLACED ON THE INPUT DATA REPORT NEEDS TO   COORDINATE WITH ALL LIGHTING AS SHOWN ON PLANS. PLEASE   SEE ALL REFERENCES TO THE INPUT DATA REPORT BELOW WILL   BE NOTED AS IDR.   A) PLEASE BE SURE ALL EXTERIOR LIGHTING FIXTURES WHICH   ARE ON PLANS COORDINATE WITH THE IDR.   FOR EXAMPLE, THE IDR ONLY INDICATES THREE TYPES AND   WATTAGES YET PLANS INDICATE MORE FIXTURES WHICH ARE NOT   FIGURED. PLEASE SEE FIXTURES J, K, K1 ETC. ALL EXTERIOR   LIGHTING.       B) PLEASE SEE ALL LIGHTING ON PLANS FOR INTERIOR   LIGHTING NEEDS TO COORDINATE WITH THE IDR FOR LIGHTING   WATTAGES, TYPES, NUMBER OF FIXTURES ALONG WITH METHOD   OF CONTROLS.   FOR EXAMPLE, PLEASE SEE SEVERAL FIXTURES WHICH ARE ON   THE PLANS AND FIXTURE LEGEND WHICH ARE NOT ON THE   CALCULATIONS IDR. FIXTURES V, L2, F2, L1, T, ETC.       ** AS NOTED ABOVE PLEASE GO OVER ALL FIXTURES AND KNOW   THAT THESE ARE ONLY A COUPLE OF EXAMPLES GIVEN TO START   WITH A BASIS OF COORDINATION.       C) PLEASE SEE THE LOCATION OF OVER RIDE DEVICES MUST BE   LOCATED SO THAT THE PERSON/OCCUPANT WHICH IS   CONTROLLING THE LIGHTING CAN VISUALLY SEE THE LIGHTING   IN WHICH IS BEING CONTROLLED. THERE IS AN EXCEPTION FOR   REQUIRED PILOT/INDICATOR LIGHTS WHICH IDENTIFY THE   LIGHTING WHICH IS BEING CONTROLLED. 13-415.1.ABC.1.1,   .1.2.       D) PLEASE SEE TYPICAL NOTE #4 WHICH IS SHOWN AS CIRCLE   NOTE FOR LIGHTING ON SHEETS FOR OVER RIDE CONTROL   HOWEVER PLEASE INDICATE THE OVER RIDE TIME FOR THESE   SAME DEVICES.   EXAMPLE: SHEET E1.04LOWER RIGHT-HAND CORNER OF PLANS   IN *PLAN NOTES*           4) NOTE: PLEASE SEE PREVIOUS NOTE #7 WITH RESPECT TO   INFORMATION REQUESTED FOR FIRE PUMP ETC.   THE SPECS/CUT SHEETS FOR FIRE PUMP CONTROLLER WERE   SUBMITTED HOWEVER THESE SHEETS DID NOT CONTAIN ANY   ELECTRICAL INFORMATION AND DETAILS NEEDED FOR REVIEW TO   COMPLY WITH NFPA-20 2003.   PLEASE BE SURE TO SUBMIT COMPLETED SPECS FOR THE FIRE   PUMP CONTROLLER WHICH IS DETAILED. PLEASE SEE BLANK   SPACES FOR INFORMATION ALSO.   PLEASE BE SURE MINIMUM FUEL CONSUMPTION IS PLACED ON   PLANS. THIS WAS IN RESPONSE LETTER HOWEVER AS THE   RESPONSE LETTERS ARE NOT PART OF THE LEGAL RECORD SETS   OF PLANS, THISINFORMATION ON LETTERS NEEDS TO BE ON   PLANS.   **PREVIOUS REVIEW NOTE **   PLEASE SEE THE FIRE PUMP MAIN SHOWN IN MAIN ELECTRICAL   ROOM IS NOT PERMITTED.   PLEASE ALSO SUBMIT COMPLETE DETAILS FOR THE PROPOSED   SCENARIO AS THE FIRE PUMP USUALLY CONTAINS THE MAIN   OCP, ATS AND LOCKED ROTOR CURRENT SETTINGS PER LISTING   OF EQUIPMENT. PLEASE SEE SHOWING OCP IN FRONT OF THE   FPC IS NOT PERMITTED.   PLEASE SUBMIT ALL MANUFACTURES SPECS/CUT SHEETS FOR   FIRE PUMP, JOCKEY PUMP, FIRE PUMP CONTROLLER. PLEASE   SEE 110.3,90.7, 695.4B1, 695.3 NFPA-20 CHAPTERS 9 AND   10.   PLEASE SEE 9.6.2.2 FOR MINIMUM FUEL REQUIRED FOR   GENERATOR. PLEASE KNOW ONCE THE FUEL CONSUMPTION ON THE   GENERATOR WITH THESE LOADS CAN BE VERIFIED THEN PROVIDE   INFORMATION ON PLANS.       5) NOTE:PLEASE SEE PREVIOUS REVIEW NOTES #8 AND #9.   PLEASE SEE THE ATS SPECS WERE SUBMITTED AND OK ALONG   WITH THE 4-POLE TRANSFER SWITCH AS NOTED ON RISER WHICH   IS ALSO OK. PLEASE KNOW HOWEVER THE REVISED NOTE ON   RISER SHEET WHICH IS NOTE #8 AS PLAN NOTES MENTIONS THE   NEUTRAL AND GROUND SHOULD NOT BE BONDED. PLEASE CLARIFY   THIS AS THE ATS IS 4-POLE, WOULD THIS GENERATOR NOT BE   A SEPARATELY DERIVED UNIT?   PLEASE ADJUST NOTE AS BASED ON THE INFORMATION PROVIDED   THIS WOULD BE A SD SYSTEM.   PLEASE SEE 250.6, 250.66, 250.50, 250.20, ETC   FBC 106.1.2 FOR ADDITIONAL INFORMATION.       6) NOTE: PLEASE SEE PREVIOUS NOTE FOR REQUIRED EGRESS   LIGHTING PER NFPA-101 7.8 AND 7.9.   PLEASE SEE SOME OF THESE WERE SUBMITTED AND SHOWN   HOWEVER NOT ALL. PLEASE SEE ALL EXIT EGRESS PATHS   INCLUDING PATHS, EXIT AND EXIT DISCHARGE PATHS TO   PUBLIC RIGHT OF WAY.   THIS WOULD INCLUDE STAIRS ON THE EXTERIOR OF BUILDING   WHICH IS STILL PART OF THE EXIT DISCHARGE. PLEASE SEE   THERE ARE SEVERAL AREAS AROUND BUILDING WHICH CONTAINS   THESE EGRESS PATHS AND STAIRS. FOR EXAMPLE THIS WOULD   INCLUDE NORTH SIDE OF BUILDING WHICH HAS STAIRS,   LOADING DOCK AREAS, SOUTH SIDE OF BUILDING ETC. PLEASE   SEE THE STAIR LAYOUTS AS SHOWN ON THE ARCHITECTURAL   SHEETS DO NOT CORRELATE WITH THE STAIRS ON THE   ELECTRICAL (NORTHWEST STAIRS).   PLEASE SEE THE RESPONSE MENTIONS A NOTE WAS ADDED ON   PLANS FOR ALL EMERGENCY LIGHTING TO CONTAIN BATTERY   BACK UP.   THE FIRST ITEM IS THAT THIS REVIEWER DID NOT REQUESTED   ALL EMERGENCY LIGHTING TO BE BATTERY BACKED UP AS   STATED IN RESPONSE LETTER.   THE SECOND ITEM IS THE FIXTURE LEGEND DID NOT CHANGE TO   REFLECT ANY CHANGES TO STAIR, EGRESS PATH FIXTURES.   PLEASE KNOW AS THIS BUILDING WILL REMAIN OCCUPIED UNDER   GENERATOR POWER FOR NORMAL OPERATION, THE METHOD OF   POWER BACK UP FOR ILLUMINATION OF EGRESS LIGHTING IS   DETERMINED BY THE AHJ AS STATED IN LS101 7.8,7.9.   7.8.2.1. PLEASE KNOW THIS AHJ INCLUDING THE FIRE   MARSHAL OFFICE ONLY REQUIRES THE EGRESS PATHS AND   STAIRWELLS TO CONTAIN A BATTERY BACK UP FIXTURE FOR   EMERGENCY USE AND FOR THE 1FT CANDLE MINIMUM AS   REQUIRED.   PLEASE ALSO CLARIFY THE DESIGNATION OF NL FOR WHAT   APPEARS TO BE NIGHT LIGHTS FOR STAIRS. IF ONLY ONE OF   THE TWO FIXTURES IN STAIRS ARE *NIGHT LIGHTS* HOW ARE   THE OTHER BEING CONTROLLED. PLEASE BE SURE TO SEE   NFPA-101. THE FOLLOWING IS EXTRACTED FROM THE LS CODE.   *7.8.1.2.2 AUTOMATIC, MOTION SENSOR?TYPE LIGHTING   SWITCHES SHALL BE PERMITTED WITHIN THE MEANS OF EGRESS,   PROVIDED THAT THE SWITCH CONTROLLERS ARE EQUIPPED FOR   FAIL-SAFE OPERATION, THE ILLUMINATION TIMERS ARE SET   FOR A MINIMUM 15-MINUTE DURATION, AND THE MOTION SENSOR   IS ACTIVATED BY ANY OCCUPANT MOVEMENT IN THE AREA   SERVED BY THE LIGHTING UNITS. *       NOT ALL EMERGENCY LIGHTING AS SHOWN ON PLANS NEEDS TO   BE BATTERY BACK UP AS THERE ARE A SUBSTANTIAL AMOUNT OF   FIXTURES WHICH DO NOT SEEM TO BEREQUIRED FOR EGRESS   LOCATIONS.(EXAMPLE, INDIVIDUAL OFFICES) THESE SEEM TO   BE PART OF WHAT WOULD BE *OPTIONAL STAND-BY SYSTEMS)?   IF THERE ARE ANY ITEMS WHICH ARE NOT PART OF EMERGENCY   REQUIRED OR LEGALLY REQUIRED SYSTEMS, THEN THESE   OPTIONAL STANDBY MAY NOT BE FED THROUGH THE SAME   TRANSFER SWITCH. 700.6D, 701.10, 701.6   PLEASE CALL TO GO OVER THESE ITEMS.   PLEASE KNOW AS THE LIGHTING LEVELS ARE NOT COMPLETED AT   THIS TIME PLEASE CALL TO GO OVER THESE       7) NOTE:PLEASE SEE PREVIOUS NOTE #13 WITH RESPECT TO   THE IT ROOM AND REQUIRED EPO. THE RESPONSE MENTIONS TO   SEE DETAIL AND DETAIL WAS LOCATED HOWEVER THE ACTUAL   LOCATION COULD NOT BE LOCATED ON PLANS AT DOOR WAY   LEAVING SPACE.   PLEASE SHOW.   PLEASE PROVIDE THE ENLARGE LAYOUT OF ROOM AND   EQUIPMENT. PLEASE SEE 110.26 FOR REQUIRED CLEARANCES   ALONG WITH POSSIBLE REQUIREMENTS FROM MANUFACTURE.       8) NOTE: PLEASE CLARIFY DISCONNECTS SHOWN FOR THE   CHILLER PLANT CIRCUITS. THESE SEEM TO BE NOTED TO   ECBRP-1 AND ECBRP-2, YET THE PLANS SHOWS DSRP-1 AND   DSRP-2, ARE THESE THE SAME UNITS?THIS IS ASSUMED   HOWEVER NOT 100% KNOWN AT THIS TIME.   440.11, 110.26, 225.32       9) NOTE: PLEASE SEE PREVIOUS NOTE # 26 WITH RESPECT TO   CLARIFICATION FOR CONTINUOUS LOADS AT 125%. THE   RESPONSE LETTER MENTIONS THESE WERE TAKEN INTO   CONSIDERATION HOWEVER THIS WOULD NEED TO BE SHOWN OR   NOTED ON PLANS.   215.3,230.42, ETC   PLEASE ADJUST.   FBC 106.1.2, 106.3.5.1.2       10) NOTE: PLEASE SEE PREVIOUS NOTE #28 WITH RESPECT TO   BRANCH CIRCUITING CONDUCTORS. THE REVIEW NOTE EVEN   MENTIONED THIS WAS NOT TO INCLUDE THE CONDUCTORS ON THE   RISER SHEET HOWEVER THE RESPONSE LETTER SPECIFICALLY   MENTIONS TO SEE THE CONDUCTOR TABLE ON RISER SHEET   E3.01.   THE COMMENT WAS FOR CONDUCTORS ON PANEL SCHEDULES WHICH   ARE NOT ON RISER. IF THESE ARE TYPICAL THEN THIS CAN BE   INDICATED HOWEVER THE BRANCH CIRCUIT CONDUCTORS WHICH   ARE REQUIRED TO TAKE VOLTAGE DROP INTO CONSIDERATION IS   TO BE STATED ON PANELS/PLANS.   PLEASE SEE FBC 13-413.1ABC.1 FOR VD FOR THE ENERGY   CODE.   PLEASE SEE THAT 310.16, 240.4 ETC CAN NOT BE CONFIRMED   FOR BRANCH CIRCUITS.   DIVISION 16 SPECS ARE NOT PART OF THE RECORD PLANS TO   SHOW THIS.   FBC106.3.5.1.2, 106.1.2       11) NOTE: PLEASE SEE PREVIOUS NOTE #35 AND AS NOTED   ABOVE FOR NOTE #9, PLEASE ADJUST NOTES/LOADS   ACCORDINGLY.   PLEASE SUBMIT A COMPLETE LOAD SUMMARY FOR THE EMERGENCY   STAND-BY POWER.   220, 700,701       12) NOTE: PLEASE SEE THE PREVIOUS REVIEW NOTES FOR   BUILDING WHICH REQUESTED THE STATEMENT REQUIRED ON   PLANS FOR THRESHOLD BUILDINGS BE PLACED ON PLANS FOR   ARCHITECTURAL, ENGINEERING ETC. THIS STATEMENT WAS   ADDED TO A-SHEETS HOWEVER NOT FOR TRADES.   THIS IS BEING NOTED AT THIS TIME BY ELECTRICAL REVIEWER   FOR INFORMATION TO THE MEP DESIGNER. THE INFORMATION   FROM THE BUILDING PLAN REVIEW NOTES MAY NOT HAVE BEEN   GIVEN TO THE MEP DESIGNER FOR THIS. PLEASE SEE WORDING   FOR STATEMENT BELOW:   " TO THE BEST OF THE ARCHITECT'S /OR ENGINEER'S   KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE   APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE   FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL   AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER   633 OF THE FLORIDA STATUTES".   THIS IS REQUIRED FOR EACH DESIGN PROFESSIONAL ON   PLANS.       13) NOTE: PLEASE BE SURE TO SUBMIT MANUFACTURE   SPECS/CUT SHEETS ON THE OUTDOOR/ ABOVE GROUND FUEL   TANK. THIS IS GIVEN AS INFORMATION ONLY AS THE   MECHANICAL REVIEW ALONG WITH REVIEW FROM FIRE MARSHAL,   ZONING AND OTHER TRADES.   AS SEVERAL OTHER SHEETS INCLUDING SITE PLANS, LANDSCAPE   ETC DO NOT SHOW THIS ABOVE GROUND TANK, THIS   INFORMATION WILL BE FORWARDED TO THE OTHER TRADES FOR   REVIEW.       14) NOTE: PLEASE PROVIDE INFORMATION ON ANY LOCATIONS   PER NEC 517.13, 517.17.   THIS WAS NOT NOTED ON PREVIOUS REVIEW, HOWEVER IT HAS   COME TO THE ATTENTION THAT SOME OF THESE LOCATIONS MAY   BE AREAS DESIGNATED IN THE SCOPE OF WORK WITH NEC 517.       ** REMAIN AS NOTED FOR INFORMATION:   NOTE: PLEASE SEE THE LV SECURITY IS REQUIRED TO BE   UNDER A SEPARATE PERMIT.   PLEASE KNOW ANY ACCESS CONTROL DEVICES MAY NOT IMPEDE   EGRESS UNDER NORMAL OR EMERGENCY CONDITIONS. MORE   INFORMATION MAY BE REQUIRED UNDER THIS PERMIT PER   NFPA-101 7.2.1, 7.2.1.6.2.       ** REMAIN AS NOTED FOR INFORMATION: PLEASE KNOW THAT   ALL OTHER LOW VOLTAGE SYSTEMS SUCH AS VOICE, DATA,   CATV, PHONE ETC WILL BE REQUIRED TO BE UNDER SEPARATE   PERMIT. THESE PLANS MAY BE USED AND REFERENCE FOR A   *TURN-AROUND* PERMIT HOWEVER SEPARATE PERMIT IS   REQUIRED ALONG WITH FEES FOR THIS VALUATION.       ** PLEASE BE SURE TO SEE ANY POSSIBLE COMMENTS FROM   OTHER TRADES WHICH MAY AFFECT ELECTRICAL PLANS.   IF THERE ARE ANY QUESTIONS, PLEASE CONTACT THIS   OFFICE/REVIEWER.       * ** 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.       DEWEY PALMER   ELECTRICAL PLAN REVIEW II   CONSTRUCTION SERVICES DEPT.   CITY OF WEST PALM BEACH   561-805-6717   [email protected] 2007-10-03 16:55:04 2007-10-03 16:55:04       REVIEW COMPLETED, NOTES TO FOLLOW 2007-09-30 14:16:53 2007-09-30 14:16:53       ONE ROLL OF PLANS AND ONE SET OF SPECS/SUBMITTALS IN   ELECTRICAL FOR REVIEW. Review Stop E ELECTRICAL Rev No 1 Status F Date 2007-06-10 Cont ID   Sent By dpalmer Date 2007-06-10 Time 18:29 Rev Time 0.00 Received By dpalmer Date 2007-06-08 Time 09:48 Sent To   Notes 2007-06-10 18:30:10 2007-06-10 18:30:10       *** UNSAT ***       PALM BEACH COUNTY HEALTH DEPARTMENT.       ** PLEASE KNOW AS NOT ALL INFORMATION NEEDED WAS   SUBMITTED FOR A CODE COMPLIANT REVIEW THERE MAY BE NEW   COMMENTS ON RE-SUBMITTAL OF PLANS.       1) NOTE: PLEASE KNOW THAT PLANS HAVE ONLY BEEN   SUBMITTED FOR *PLAN REVIEW ONLY* AND HAVE NOT BEEN   SUBMITTED FOR PERMIT. EVEN WHEN PLANS ARE CODE   COMPLIANT, PLANS WILL STILL REMAIN IN A FAILED STATUS   AS THE REVIEW OF PERMIT APPLICATIONS, LICENSES, LICENSE   VERIFICATION ETC WILL STILL NEED TO BE DONE AT THE TIME   OF APPLICATION.       2) NOTE: PLEASE SEE ADDRESSING OF SAID PROJECT IS STILL   YET TO BE FINALIZED. ONCE THIS IS DONE ALL   DOCUMENTATION SUBMITTED IS REQUIRED TO CONTAIN THE   CORRECT ADDRESS ON TITLE BLOCKS AS WELL AS SUPPORTING   DOCUMENTS.   PLEASE SEE COMMENTS FORM ADDRESSING REVIEWER.   FAC 61G1-16.004, 61G15-23.002       3) NOTE: PLEASE SEE THE TITLE BLOCKS FOR ALL FIRMS   SHALL BE COMPLETE ON ALL SHEETS WITH ALL INFORMATION AS   REQUIRED PER FLORIDA ADMINISTRATIVE CODES. 61G1-16.004,   61G15-23.002   PLEASE SEE ALL SHEETS WHICH CONTAIN TITLE BLOCKS SHALL   CONTAIN THE INFORMATION.   PLEASE SEE LANDSCAPE PLANS MISSING REQUIRED PRINTED   NAME, PRINTED LICENSE NUMBER OF ARCHITECT AS WELL AS   PRINTED CERTIFICATE OF AUTHORIZATION NUMBER. PLEASE SEE   MEP PLANS WHICH CONTAINS TITLE BLOCKS FOR FIRMS, YET   THE CA # IS MISSING.   PLEASE SEE THE MEP PLANS WHICH CONTAINS TITLE BLOCKS   FOR A SEPARATE LANDSCAPE DESIGN FIRM AS LISTED ON COVER   SHEET AND AS SUBMITTED IN PROJECT ROLL OF PLANS. **   PLEASE KNOW THERE ARE MANY ITEMS MISSING, PLEASE BE   SURE TO THROUGH ALL SHEETS.   ** PLEASE SEE THE CA # ON MANY SHEETS IS VERY   SMALL/BLURRED AND NOT EASILY READ.   ** THIS IS REQUIRED FOR ALL SHEETS AND FOR ALL TRADES   WHETHER OR NOT COMMENT IS MADE BY OTHER TRADE   REVIEWER(S).       4) NOTE: PLEASE SEE THE SEAL IN USE ON THE LANDSCAPE   SHEETS IS NOT ACCEPTABLE PER FAC 61G1-16.002 WHICH   REQUIRES A MINIMUM SIZE. THIS IS NOT A NEW CHANGE TO   THE FAC.   ** THIS IS REQUIRED WHETHER OR NOT COMMENT IS MADE BY   OTHER TRADE(S).       5) NOTE: PLEASE BE SURE ARCHITECTURAL PLANS AND   ELECTRICAL PLANS CONTAIN THE FOLLOWING CODES AT A   MINIMUM. (SOME ARE ALREADY ON PLANS ON SOME SHEETS.   2004 FBC W/2006 REVISIONS, ON A SHEETS.   2003 NFPA-101 ON A SHEETS.   2002 NFPA-72 ON A SHEETS.   2003 NFPA-20 NOT ON ANY.   2002 NFPA-110 NOT ON ANY.   2005 NFPA-70 (NEC) ON A SHEETS.       **THERE MAY BE OTHER CODES REQUESTED FROM OTHER   TRADES.       6) NOTE:PLEASE SEE THE FOLLOWING NOTES ARE FOR FBC   2004 W/2006 REVISIONS TO CHAPTER 13. THERE ARE ITEMS   MISSING WHICH CAN NOT BE REVIEWED AT THIS TIME.   A) PLEASE SEE ENERGY CALCULATIONS AS THESE NEED TO BE   SIGNED, DATED AND SEALED BY THE RESPONSIBLE DESIGNER(S)   OF RECORD. 13-103.1.1.1 ALL THREE SETS.   B) PLEASE SEE THESE SAME SHEETS REQUIRES THE   OWNER/AGENT TO SIGN ALL THREES SETS.   C) PLEASE SEE THE CALCULATIONS SUBMITTED DO NOT   CORRELATE WITH PLANS FOR THE METHODS OF CONTROLS. THE   CALCULATIONS INDICATE *MANUAL ON/OFF* CONTROLS WHICH IS   NOT POSSIBLE WHEN A FULLY AUTOMATED SYSTEM(S) AND   DEVICES ARE REQUIRED. SOME OF THESE ARE SHOWN ON   PLANS.13-415.1AB.1.1, 13-415.2   D) PLEASE SEE MISSING ZONES FOR SYSTEM(S). PLEASE SEE   PLANS MENTIONS LIGHTING CONTACTOR FOR HALLWAYS, HOWEVER   NO DETAILS OR INFORMATION FOR EACH OF THESE REQUIRED   FOR EACH FLOOR PER 13-415.1.ABC.1.1, .1.2 AND .1.3 WAS   SUBMITTED. PLEASE SEE LOCATIONS OF OVER RIDES REQUIRE   THESE TO BE LOCATED SO THE OPERATOR CAN VISUALLY SEE   THE LIGHTING BEING OVER-RIDDEN. THIS IS NOT POSSIBLE IF   THIS OVER RIDE IS IN A JANITOR'S CLOSET.   E) PLEASE INDICATE ALL DEVICES FOR ALL SEPARATE SPACES   AS THERE ARE ROOMS/AREAS WHICH DO NOT INDICATE ANY   CONTROL DEVICE(S).   F) PLEASE BE SURE TO INCLUDE SCHEDULING FOR SYSTEM(S)   PROPOSED.   G) PLEASE INCLUDE ALL DEVICES, OVER RIDE TIMES   (MAXIMUM) AND COORDINATE ON DEVICE LEGEND.   H) PLEASE SEE LIGHTING DETAIL ON E5.01 IS NOT   POSSIBLE.   I) PLEASE SEE THERE ARE SEVERAL FIXTURES ON ENERGY   CALCULATIONS WHICH DO NOT MATCH WITH FIXTURE LEGEND OR   PLANS AND REVERSE AS WELL AS FIXTURES ON FIXTURE LEGEND   NOT IN CALCULATIONS. THE NUMBER OF FIXTURES, WATTAGES   ON CALCULATIONS NEEDS TO CORRELATE WITH THE PLANS AND   FIXTURE LEGEND.       7) NOTE: PLEASE SEE THE FIRE PUMP MAIN SHOWN IN MAIN   ELECTRICAL ROOM IS NOT PERMITTED.   PLEASE ALSO SUBMIT COMPLETE DETAILS FOR THE PROPOSED   SCENARIO AS THE FIRE PUMP USUALLY CONTAINS THE MAIN   OCP, ATS AND LOCKED ROTOR CURRENT SETTINGS PER LISTING   OF EQUIPMENT. PLEASE SEE SHOWING OCP IN FRONT OF THE   FPC IS NOT PERMITTED.   PLEASE SUBMIT ALL MANUFACTURES SPECS/CUT SHEETS FOR   FIRE PUMP, JOCKEY PUMP, FIRE PUMP CONTROLLER. PLEASE   SEE 110.3,90.7, 695.4B1, 695.3 NFPA-20 CHAPTERS 9 AND   10.   PLEASE SEE 9.6.2.2 FOR MINIMUM FUEL REQUIRED FOR   GENERATOR. PLEASE KNOW ONCE THE FUEL CONSUMPTION ON THE   GENERATOR WITH THESE LOADS CAN BE VERIFIED THEN PROVIDE   INFORMATION ON PLANS.       8) NOTE: PLEASE SUBMIT COMPLETE MANUFACTURES SPECS/CUT   SHEETS FOR THE PROPOSED ATS AND GENERATOR.   110.3, 90.7, NFPA-110       9) NOTE: PLEASE VERIFY THE ATS WHICH IS BEING AS 3-POLE   AS THE MAIN ON THE NORMAL SIDE INDICATES GFP. EVEN   THOUGH GFP IS NOT REQUIRED, NOT RECOMMENDED DUE TO THE   LS REASONS THERE IS STILL GF SENSING ON THE EM SIDE   WHICH IN ORDER FOR COORDINATION OF THE SYSTEM A 4-POLE   ATS IS REQUIRED. PLEASE SEE SEVERAL DOCUMENTS FROM   ASCO, CAT, DETROIT D AND MANY OTHERS WHICH HAVE   RELEASED DOCUMENTATION ON THIS. PLEASE SEE THE   FOLLOWING SECTIONS LISTED IN THE CODES.700.7D, 700.26,   240.13, 230.95. NFPA-110 6.2.15       10) NOTE: PLEASE SEE THE LAYOUT IN THE MAIN ELECTRICAL   ROOM IS BEING REQUIRED TO BE CHANGED IN ORDER FOR THE   EMERGENCY MAIN NOT TO BE LOCATED ON THE WALL   IMMEDIATELY ADJACENT TO THE NORMAL POWER WHICH ALREADY   HAS THE EMERGENCY SYSTEMS NORMAL POWER IN MAIN SERVICE   EQUIPMENT(?) (SEE OTHER NOTES).   PLEASE SEE NFPA-110 DOES PERMIT THIS. 7.2.2, 7.2.2.1   PLEASE SEE 7.3.3 WHICH REQUIRES A MINIMUM OF 30FT   CANDLES, THIS WILL NEED TO BE SHOWN ON PLANS. PLEASE   SEE NOTE FOR REQUIRED PHOTO-METRICS WHICH THIS CAN BE   ON THOSE NEW SHEETS.       ** PLEASE SEE CHAPTER AND 10 FOR OTHER REQUIREMENTS FOR   GEN ROOM.       11) NOTE: PLEASE SUBMIT COMPLETED PHOTO-METRICS FOR ALL   EGRESS PATHS INCLUDING HALLWAYS AND STAIRS.   PLEASE SEE NFPA-101 7.8.1.3, 7.9.2 WHICH REQUIRES 10FT   CANDLES UNDER NORMAL FOR STAIRS AND 1FT CANDLES UNDER   EMERGENCY CONDITIONS.   ** SEE NOTE ABOVE FOR GEN ROOM.       12) NOTE: PLEASE KNOW THE FOLLOWING LOCATIONS WILL BE   REQUIRED TO CONTAIN A BATTERY BACK UP FIXTURE OF SOME   SORT. PLEASE SEE STAIRS WILL BE REQUIRED TO CONTAIN   BATTERY BACK UP FIXTURES TO MEET THE MINIMUM 1FT CD   LEVEL.   PLEASE SEE THE ELEVATOR ROOMS, MAINS ELECTRICAL ROOM,   THE IT ROOM, FIRE PUMP ROOM, GENERATOR ROOMAND   BATHROOMS WHICH ARE NOT SINGLE POINT OF USE WILL ALL   REQUIRE BATTERY BACK UP FIXTURES OF SOME SORT. SOME OF   THESE LOCATIONS DO HAVE THESE ALREADY HOWEVER NOT ALL.   PLEASE SEE 700.12F, 700.16, LS 7.8 AND 7.9       13) NOTE: PLEASE SUBMIT DETAILS FOR THE IT ROOMS AND   COMPLIANCE WITH NFPA-75, AND NEC 645.;   PLEASE SEE NO DETAILS FOR MANY ITEMS INCLUDING CIRCUIT   MINIMUM SIZES. 645.5, 645.10 ETC.   PLEASE SUBMIT ANY UPS SYSTEM SPECS/CUT SHEETS FOR   REVIEW. 90.7, 110.3, 645.11   PLEASE SEE ROOM DOES NOT SHOW COMPLETE LAYOUT.   FBC 106.1.2, 106.3.5.1.2       14) NOTE: PLEASE SEE PANEL SCHEDULES WHICH REQUIRE   CIRCUITS TO BE SPECIFIC TO ALL ROOMS AND AREAS WHICH   THEY FEED. THE USE OF *RECEPTACLES* OR LIGHTING* IS NOT   ACCEPTABLE. THE ROOM OR NUMERICAL DESIGNATION(S) AS   SHOWN ON PLANS MAY BE USED.   PLEASE SEE 408.4 AND THE FOLLOWING TEXT WHICH IS TAKEN   FROM THE NEC.   **EVERY CIRCUIT AND CIRCUIT MODIFICATION SHALL BE   LEGIBLY IDENTIFIED AS TO ITS CLEAR, EVIDENT, AND   SPECIFIC PURPOSE OR USE. THE IDENTIFICATION SHALL   INCLUDE SUFFICIENT DETAIL TO ALLOW EACH CIRCUIT TO BE   DISTINGUISHED FROM ALL OTHERS. THE IDENTIFICATION SHALL   BE INCLUDED IN A CIRCUIT DIRECTORY THAT IS LOCATED ON   THE FACE OR INSIDE OF THE PANEL DOOR IN THE CASE OF A   PANEL-BOARD, AND LOCATED AT EACH SWITCH ON A   SWITCHBOARD.   THE REQUIREMENT TO PROVIDE AN UP-TO-DATE, ACCURATE, AND   LEGIBLE CIRCUIT DIRECTORY APPLIES TO PANEL-BOARDS AND   SWITCHBOARDS COVERED IN ARTICLE 408. THE CIRCUIT   DIRECTORY IS AN IMPORTANT FEATURE FOR THE SAFE   OPERATION OF AN ELECTRICAL SYSTEM UNDER NORMAL AND   EMERGENCY CONDITIONS. THE PURPOSE OF AN ACCURATE AND   LEGIBLE CIRCUIT DIRECTORY IN THESE TYPES OF EQUIPMENT   IS TO PROVIDE CLEAR IDENTIFICATION OF CIRCUIT BREAKERS   AND SWITCHES THAT MAY NEED TO BE OPERATED BY SERVICE   PERSONNEL OR THOSE WHO NEED TO OPERATE A SWITCH OR   CIRCUIT BREAKER IN AN EMERGENCY. THIS REQUIREMENT IS   SPECIFIC TO SWITCHBOARDS AND PANE-BOARDS; HOWEVER, THE   IDENTIFICATION REQUIREMENTS OF 110.22 APPLY TO ALL   DISCONNECTING MEANS.   SECTION 408.4 WAS REVISED FOR THE 2005 CODE TO REQUIRE   THAT THE IDENTIFICATION FOR EVERY CIRCUIT SUPPLIED BY A   PANEL-BOARD OR SWITCHBOARD BE LEGIBLE AND CLEARLY STATE   THE SPECIFIC PURPOSE FOR WHICH THE CIRCUIT IS USED.   CIRCUITS USED FOR THE SAME PURPOSE MUST BE IDENTIFIED   AS TO THEIR LOCATION. FOR EXAMPLE, SMALL APPLIANCE   BRANCH CIRCUITS CAN SUPPLY OUTLETS IN THE KITCHEN,   DINING ROOM, AND KITCHEN COUNTERTOPS. IDENTIFYING THE   CIRCUITS AS SMALL APPLIANCE BRANCH CIRCUITS IS NOT   ACCEPTABLE; INSTEAD, THEY SHOULD BE IDENTIFIED AS   ``KITCHEN WALL RECEPTACLES,'' ``DINING ROOM FLOOR   RECEPTACLE,'' OR ``KITCHEN COUNTERTOP RECEPTACLES LEFT   OF SINK.'' CIRCUIT DIRECTORIES CONTAINING MULTIPLE   ENTRIES WITH ONLY ``LIGHTS'' OR ``OUTLETS'' DO NOT   PROVIDE THE SUFFICIENT DETAIL REQUIRED BY THIS   SECTION.**       PLEASE ADJUST.       15) NOTE: PLEASE LIST ALL MINIMUM LEVELS FOR FA HORNS,   STROBES AND HORN/STROBE PER FBC ADA 11-4.28.1,.2 AND   .3(4).   CHAPTER 11 IS QUOTED AND MOST DEVICES ARE NOTED,   HOWEVER NOT ALL.   THIS CAN BE ON DEVICE LEGEND OF ELECTRICAL AND FA   SHEETS.       16) NOTE: PLEASE SEE THE LV SECURITY IS REQUIRED TO BE   UNDER A SEPARATE PERMIT.   PLEASE KNOW ANY ACCESS CONTROL DEVICES MAY NOT IMPEDE   EGRESS UNDER NORMAL OR EMERGENCY CONDITIONS. MORE   INFORMATION MAY BE REQUIRED UNDER THIS PERMIT PER   NFPA-101 7.2.1, 7.2.1.6.2.       17) NOTE: PLEASE KNOW THAT ALL OTHER LOW VOLTAGE   SYSTEMS SUCH AS VOICE, DATA, CATV, PHONE ETC WILL BE   REQUIRED TO BE UNDER SEPARATE PERMIT. THESE PLANS MAY   BE USED AND REFERENCE FOR A *TURN-AROUND* PERMIT   HOWEVER SEPARATE PERMIT IS REQUIRED ALONG WITH FEES FOR   THIS VALUATION.       18) NOTE: PLEASE SUBMIT A GROUNDING ELECTRODE RISER FOR   BUILDING. THIS MAY ON A SEPARATE SHEET OR ON THE   ONE-LINE DIAGRAM.   250.50, 250.30, 250.58.   FBC 106.1.2       19) NOTE: PLEASE PROVIDE SHEET FOR WALL/FLOOR   PENETRATIONS DETAILS FOR LISTED RATINGS OF WALL/FLOOR   RATINGS.   300.21, FBC 106.1.2       20) NOTE: PLEASE INDICATE THE DISCONNECTING MEANS FOR   CIRCUITS AT THE DETACHED BUILDING/STRUCTURE AS SHOWN.   225.31-225.39.       21) NOTE: PLEASE CLARIFY AND SHOW WHERE DISCONNECTS ARE   LOCATED FOR THE CHILLER PLANT A/C EQUIPMENT ARE   LOCATED.   440.11, 110.26 ETC.       22) NOTE: PLEASE EXPLAIN FIXTURE TYPE CHANGE IN STAIRS   AS THE LOWER LEVEL SHOWS ONE TYPE AND THEN CHANGES.   PLEASE BE SURE TO SEE COMMENT ABOVE WITH RESPECT TO   REQUIRED BATTERY BACK UP.   FBC 106.1.2       23) NOTE: PLEASE SEE 620.22,23 AND 24 AS DEDICATED   CIRCUITS ARE REQUIRED FOR THESE AREAS. PLEASE KNOW SOME   OF THESE CIRCUITS AS SHOWN ON PLANS FEEDING DEVICES IN   OTHER AREAS.   PLEASE SEE SOME ARE OK, HOWEVER PLEASE DETAIL CIRCUIT   DESIGNATIONS AS STATED FOR 408.4 NOTE # 14.       24) NOTE: PLEASE SEE PLANS INDICATE SYMBOLS WHICH ARE   NOT ON ELECTRICAL SYMBOL LEGEND. PLEASE BE SURE TO GO   OVER PLANS.   FBC 106.1.2       25) NOTE: PLEASE SEE WIRE CONDUIT SCHEDULE C-15   MENTIONS TO SEE GROUNDING NOTE FOR TRANSFORMERS. PLEASE   CLARIFY WHERE THIS IS. PLEASE SHOW DETAIL WHERE THESE   ATTACHED. SEE NOTE 18 ABOVE.   PLEASE ALSO SEE C-2 WHICH STATES THE SAME ETC. PLEASE   SEE THE ONLY NOTE AT THE BOTTOM RIGHT HAND SIDE OF   E3.01 STATES *AND/OR* FOR CONNECTIONS. PLEASE SEE THAT   CODE REQUIRES THE ATTACHED LOCATIONS AND CAN NOT BE   *OR*, ALL ARE REQUIRED.   250.20,250.30, 250.50       26) NOTE: PLEASE SUBMIT LOAD CALCULATIONS/SUMMARY ON   HOW LOADS WERE DERIVED. PLEASE INCLUDE ALL LARGEST   MOTOR LOADS AND CONTINUOUS LOADS AT 125%.   215.3, 230.42, NEC 220.       27) NOTE: PLEASE SEE H5 ON RISER IS NOTED AS 225AMPS   WITH A 125AMP FEED FROM MSBD, HOWEVER H5 SCHEDULE SHOWS   THIS PANEL AS 100AMPS.   PLEASE CORRELATE.       28) NOTE: PLEASE COMPLETE ALL BRANCH CIRCUIT CONDUCTORS   ON PANELS FOR OTHER THAN THE FEEDERS/CONDUCTORS WHICH   ARE NOTED ON ONE-LINE.   240.4, 310.16, 215.5 408.4 ETC   FBC 106.3.5.1.2, 106.1.2       29) NOTE: PLEASE SEE L1 AS RISER SHOWS THIS WITH A   250AMP MCB AND A 400AMP RATED PANEL, YE THE PANEL   SCHEDULE SHOWS THIS AS A 225AMP RATED PANEL? PLEASE   ADJUST.   NEC.   FBC 106.1.2       30) NOTE: PLEASE SEE PANEL L2 WHICH IS SHOWN WITH OUT   ANY OCP FOR MAIN BREAKER AND THIS IS SHOWN AS A 225AMP   PANEL ALSO. PLEASE SEE RISER WHICH SHOWS THIS AS 250AMP   MCB ON A 400AMP RATED PANEL.       31) NOTE: PLEASE SEE FEEDERS TO T-5 ARE NOT RATED FOR   THE 70AMP BREAKER.   310.16, 110.14       32) NOTE: PLEASE SEE PANEL SCHEDULE L3 WHICH DOES NOT   SHOW ANY OCP FOR EACH OF THE PANELS L3A AND L3B. PLEASE   CORRELATE WITH RISER.   FBC 106.1.2       33) NOTE: PLEASE SEE FEEDERS FROM SH-3 AND SH-5 FOR   T-S3 AND T-S5 ARE NOT RATED FOR THE OCP AS SHOWN ON   PANEL SCHEDULES.   PLEASE SEE 310.16, 240.4, 110.14.   PLEASE ADJUST.       34) NOTE: PLEASE SEE SHEET E5.10 WHICH BLOCK FOR PANEL   SCHEDULES INDICATES SL1C AS SLC.   MISPRINT)       35) NOTE: PLEASE SUBMIT A COMPLETE LOAD SUMMARY FOR THE   EMERGENCY STAND-BY POWER.   220, 700,701.       ** PLEASE SEE POSSIBLE COMMENTS FROM OTHER TRADES WHICH   MAY AFFECT THE ELECTRICAL PLANS OR DESIGN OF PROJECT.       ** 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] 2007-06-10 14:13:59 2007-06-10 14:13:59   IN PROGRESS. 2007-06-08 20:33:48 2007-06-08 20:33:48   REVIEW TO CONTINUE ON 6/9 OR 6/10 2007-06-08 20:24:50 2007-06-08 20:24:50   HOLD RELEASED, NEW SHEETS BROUGHT IN. 1-ROLL IN   ELECTRIC FOR REVIEW. 2007-06-08 09:51:04 2007-06-08 09:51:04   PLANS IN ELEC FOR REVIEW.       INFORMED BY LUIS MARTINEZ, REVIEW IS TO BE PLACED ON   HOLD AS CONTRACTOR IS BRINGING IN NEW REVISED SHEETS TO   BE INSERTED INTO SETS. REVIEW FOR DATED ORDER WILL BE   PASSED. Review Stop ENG ENGINEERING CSD Rev No 5 Status N Date 2009-04-09 Cont ID   Sent By mgonzale Date 2009-04-09 Time 13:49 Rev Time 1.00 Received By mgonzale Date 2009-04-09 Time 13:48 Sent To   Notes ***NONE*** Review Stop ENG ENGINEERING CSD Rev No 4 Status P Date 2009-01-07 Cont ID   Sent By efabian Date 2009-01-07 Time 13:07 Rev Time 0.00 Received By efabian Date 2009-01-07 Time 13:07 Sent To   Notes ***NONE*** Review Stop ENG ENGINEERING CSD Rev No 3 Status N Date 2008-01-02 Cont ID   Sent By rchokshi Date 2008-01-02 Time 15:48 Rev Time 0.00 Received By rchokshi Date 2008-01-02 Time 15:48 Sent To   Notes ***NONE*** Review Stop ENG ENGINEERING CSD Rev No 2 Status P Date 2007-10-15 Cont ID   Sent By rchokshi Date 2007-10-15 Time 12:53 Rev Time 0.00 Received By rchokshi Date 2007-10-15 Time 12:53 Sent To   Notes ***NONE*** Review Stop ENG ENGINEERING CSD Rev No 1 Status F Date 2007-07-06 Cont ID   Sent By rchokshi Date 2007-07-06 Time 10:17 Rev Time 0.00 Received By rchokshi Date 2007-07-06 Time 08:45 Sent To   Notes 2007-07-06 10:17:14 ***FAILED**** PLEASE PROVIDE THE FOLLOWING:       1.PLEASE PROVIDE LATEST REVISION OF CIVIL PLANS WHICH   ZACH GAMBLE REVISED PLANS IN JUNE 2007 WHILE REVIEWING   STORM WATER AT 45TH STREET.   2. PLEASE PROVIDE A LATEST COPIES OF WATER QUALITY   CALCULATIONS,A COPY OF SFWMD, PERMIT, & GEO-TECH   REPORT   3. PLEASE PROVODE 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   4. PLEASE SHOW ON DRAWINGSDUMPSTER & ITS ENCLOSURE   DETAILS PER CITY OF WPB, &LOCATION ON DWG, LOCATION   MUST BE ACCESSIBLE FOR PICKUP TRUCK.   5. FIRST FLOOR ELEVATION, CENTER LINE OF ROAD ,   SIDEWALK ELEVATION MUST MEET FLOOD ZONE AREA, & 5,10,   25, 100 YEAR FLOOD CRITERIATO DETERMINE THE FIRST   FLOOR ELEVATION, MUST MEET THESE MINIMUM REQUIREMENTS.   6. PLEASE SHOW ON DRAWINGTHE SITE AREA, YOU ARE   DEVELOPING FOR THIS PROJECT . PLEASE ALSO SHOW TOTAL   PERVIOUS,& IMPERVIOUS AREA FOR THIS PROJECT,   LAKE,SIDEWALK, PARKING,BUILDING AREA ETC.   7. HOW DO 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 LAYOUT OF STORM   WATER PIPES FROM ALL OTHER STORM WATER PIPES. PLEASE   SHOW DETAIL OF THE CONTROL STRUCTURES WITH ELEVATIONS,   NOTCHES, BLEEDING ELEVATION, ETCAND EXFILTRATION   TRENCHES.   8. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH   STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVED   9. ALSO PLEASE SHOW ALL CATCH BASINS NEAREST,AROUND   YOUR SITE FOR STORM WATER DRAIN.       PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR   PERMITTING PROCESS       RASIK CHOKSHI805-6723 Review Stop ENG-F ENGINEERING FINAL DRAWING REV Rev No 2 Status P Date 2009-06-03 Cont ID   Sent By efabian Date 2009-06-03 Time 14:55 Rev Time 0.00 Received By efabian Date 2009-06-03 Time 14:55 Sent To   Notes 2009-06-03 14:54:38 PASSED Review Stop ENG-F ENGINEERING FINAL DRAWING REV Rev No 1 Status N Date 2009-06-02 Cont ID   Sent By efabian Date 2009-06-02 Time 13:22 Rev Time 0.00 Received By efabian Date 2009-06-02 Time 13:22 Sent To M Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 10 Status P Date 2009-05-22 Cont ID   Sent By mawillia Date 2009-05-22 Time 15:01 Rev Time 0.00 Received By mawillia Date 2009-05-22 Time 14:05 Sent To   Notes 2009-05-22 14:17:01 *****REVISION #24, DATED 01/30/09, REVISION #25, DATED   3/05/09, APPROVED*****               REVISED PLAN SHEETS LS0.01 A1.01, A2.00, A2.07, E1.01,   E1.03, E1.06, E1.09, E1.12, AND E1.15 WERE STAMPED,   INITIALED, AND DATED.                 Review Stop FIRE FIRE DEPARTMENT Rev No 9 Status P Date 2009-04-30 Cont ID   Sent By mawillia Date 2009-04-30 Time 15:29 Rev Time 0.00 Received By mawillia Date 2009-04-30 Time 14:41 Sent To   Notes 2009-04-30 15:29:20 *****REVISION #24, APPROVED W/REMINDER*****           REVISED PLAN SHEET A4.05 WAS STAMPED, INITIALED, AND   DATED; ALSO STAMPED WITH REMINDER THAT SEPARATE PLAN   AND PERMIT REQUIRED FOR THE HOOD SUPPRESSION SYSTEM.           CAPT. MICHAEL A. WILLIAMS   FIRE PLAN REVIEW   561-805-6722 Review Stop FIRE FIRE DEPARTMENT Rev No 8 Status P Date 2009-04-23 Cont ID   Sent By mawillia Date 2009-04-23 Time 15:30 Rev Time 0.00 Received By mawillia Date 2009-04-23 Time 14:22 Sent To   Notes 2009-04-23 15:12:39 *****REVISION #25, DATED 03/05/2008, APPROVED*****           REVISED PLAN SHEET C-13 AND NEW SHEET C-19A (OF THE   SUBMITTED PLAN SHEETS) WERE STAMPED, INITIALED, AND   DATED. C-19 WAS APPROVED WITH THE FOLLOWING PROVISO:           PROVISO:   AN ACCESS GATE ENTRY SYSTEM (KNOX COMPANY) SHALL BE   INSTALLED TO PROVIDE FIRE RESCUE'S EMERGENCY RESPONSE   TO THE PARKING AREA. FOR AN APPLICATION, CONTACT WEST   PALM BEACH FIRE RESCUE AT 561-804-4724. Review Stop FIRE FIRE DEPARTMENT Rev No 7 Status P Date 2008-12-29 Cont ID   Sent By mwennerg Date 2008-12-29 Time 13:13 Rev Time 0.00 Received By mwennerg Date 2008-12-29 Time 13:13 Sent To   Notes 2008-12-29 13:14:31 REVISION #17 DATED 7/28/08 Review Stop FIRE FIRE DEPARTMENT Rev No 6 Status P Date 2008-12-22 Cont ID   Sent By mawillia Date 2008-12-22 Time 14:59 Rev Time 0.00 Received By mawillia Date 2008-12-22 Time 14:45 Sent To   Notes 2008-12-22 14:53:17 *****REVISION #14, DATED 08/07/2008, APPROVED*****           REVISED PLAN SHEET C-13 (OF THE SUBMITTED PLAN SHEETS)   WAS STAMPED, INITIALED, AND DATED. Review Stop FIRE FIRE DEPARTMENT Rev No 5 Status P Date 2008-12-22 Cont ID   Sent By mawillia Date 2008-12-22 Time 14:44 Rev Time 0.00 Received By mawillia Date 2008-12-22 Time 14:28 Sent To   Notes 2008-12-22 14:40:22 *****REVISION APPROVED*****               THE REVISED PLAN SHEETS A1.01 & A2.01 AND E2.01 & E3.01   WERE REVIEWED AND APPROVED, HOWEVER, NO FIRE STAMPED   NEEDED. Review Stop FIRE FIRE DEPARTMENT Rev No 4 Status P Date 2008-03-25 Cont ID   Sent By mawillia Date 2008-03-25 Time 13:22 Rev Time 0.00 Received By mawillia Date 2008-03-25 Time 10:59 Sent To E Notes 2008-03-25 13:21:53 *****APPROVED*****           PLAN SHEETS LS0.01 THRU LS0.06, A2.00, A2.001, A2.07,   A3.00, A3.01, A5.00 THRU A5.03, A7.01, E1.01, E1.03,   E1.04, E1.06, E1.07, E1.09, E1.10, E1.12, E1.13, E1.15,   E3.02, AND FP0.01 THRU FP5.01 WERE STAMPED, INITIALED,   AND DATED. Review Stop FIRE FIRE DEPARTMENT Rev No 3 Status P Date 2008-01-25 Cont ID   Sent By mawillia Date 2008-01-25 Time 12:41 Rev Time 0.00 Received By mawillia Date 2008-01-25 Time 11:57 Sent To   Notes 2008-01-25 12:02:27 *****FIRE STAMPING NEEDED*****       THE COMMENTS FROM THE PREVIOUS FIRE PLAN REVIEWS HAVE   BEEN ADDRESSED;HOWEVER, THE APPROPIATE PLAN SHEETS TO   BE FIRE-STAMPED WHEN THE OTHER REVIEWERS HAVE BEEN   SATISFIED.                   CAPT. MICHAEL A. WILLIAMS   FIRE PLAN REVIEW   561-805-6722 Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status F Date 2007-10-19 Cont ID   Sent By mawillia Date 2007-10-19 Time 20:33 Rev Time 0.00 Received By mawillia Date 2007-10-19 Time 19:21 Sent To   Notes 2007-10-19 20:33:27 *****UNSAT*****       THE FOLLOWING COMMENTS TAKEN FROM THE PREVIOUS FIRE   PLAN REVIEW STILL NEED TO BE ADDRESSED:           02.THE PROPOSED WET FIRE HYDRANT(S) ARE REQUIRED   PRIOR TO, DURING, AND AFTER CONSTRUCTION.ADD COMMENT   TO SHEET C-13       03.CONSTRUCTION OPERATIONS SHALL NOT INTERFERE OR   HINDER EMERGENCY RESPONSE ACCESS TO THE SAID PROPERTY   OR THE VICINITY THEREOF (INCLUDING STREETS, FIRE   LANES).ADD COMMENT TO SHEET C-10       04.ON THE APPROPIATE EXTERIOR ELEVATION WHICH FRONTS   CLEMATIS STREET, POST/DISPLAY THE NUMERICAL ADDRESS ON   THE BUILDING.AS PER WEST PALM BEACH CODE, THE NUMBERS   SHALL BE NO LESS THAN 6" IN HEIGHT AND NO LESS THAN 1"   IN WIDTH. PLEASE INCLUDE THE WIDTH (STROKE) OF THOSE   ADDRESS NUMBERS ALSO       06.THE ACCESS TO THE FIRE DEPARTMENT CONNECTION (FDC)   SHALL BE MAINTAINED AND SHALL NOT BE BLOCKED OR   OBSTRUCTED BY LANDSCAPING, VEHICLES, EQUIPMENT, AND/OR   DESIGN FEATURES.IF THE FDC IS NOT READILY VISIBLE, A   SIGN OF 6" LETTERS (FDC) OR 2" WORDS (FIRE DEPARTMENT   CONNECTION) SHALL BE POSTED.ADD COMMENT TO SHEET   FP0.01       07.KNOX LOCKING CAPS SHALL BE REQUIRED FOR THE FIRE   DEPARTMENT CONNECTION.FOR KNOX APPLICATIONS, CONTACT   WEST PALM BEACH FIRE PREVENTION BUREAU AT 561-804-4724.   ADD COMMENT TO SHEET FP0.01       08.A CHAIN AND LOCK IN ADDITION TO THE ELECTRONIC   SWITCHES SHALL BE REQUIRED FOR THE DOUBLE CHECK   DETECTOR ASSEMBLY.ADD COMMENT TO SHEET FP0.01       12.ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE   FIGHTERS' EMERGENCY OPERATIONS REQUIREMENTS OF ASME   A17.1.ADD COMMENT ALSO TO SHEET A7.01       18.THE EXTERIOR ELEVATION ON SHEETS S-12 AND S-13 ARE   INCONSISTENT WITH THOSE LISTED ELSEWHERE IN THE PLANS.   AMEND/CLARIFY TO SHOW THE NORTH ELEVATION AS FRONTING   CLEMATIS STREET               TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE   LETTER INDICATING WHERE IN THE PLAN 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 2007-07-22 Cont ID   Sent By mawillia Date 2007-07-20 Time 18:44 Rev Time 0.00 Received By mawillia Date 2007-07-19 Time 17:11 Sent To   Notes 2007-07-22 19:16:23 *****DENIED*****INCOMPLETE AT THIS TIME           01.THE ACTUAL ADDRESS SHALL BE IN THE TITLE BLOCK OF   EACH SUBMITTED PLAN SHEET.       02.THE PROPOSED WET FIRE HYDRANT(S) ARE REQUIRED   PRIOR TO, DURING, AND AFTER CONSTRUCTION.       03.CONSTRUCTION OPERATIONS SHALL NOT INTERFERE OR   HINDER EMERGENCY RESPONSE ACCESS TO THE SAID PROPERTY   OR THE VICINITY THEREOF (INCLUDING STREETS, FIRE   LANES).       04.ON THE APPROPIATE EXTERIOR ELEVATION WHICH FRONTS   CLEMATIS STREET, POST/DISPLAY THE NUMERICAL ADDRESS ON   THE BUILDING.AS PER WEST PALM BEACH CODE, THE NUMBERS   SHALL BE NO LESS THAN 6" IN HEIGHT AND NO LESS THAN 1"   IN WIDTH.       05.ON THE APPROPIATE EXTERIOR ELEVATION,   POST/DISPLAY THE LOCATION OF THE REQUIRED KNOX BOX FOR   EMERGENCY FIRE DEPARTMENT ENTRY INTO THE BUILDING.FOR   KNOX BOX APPLICATIONS, CONTACT WEST PALM BEACH FIRE   PREVENTION BUREAU AT 561-804-4724.       06.THE ACCESS TO THE FIRE DEPARTMENT CONNECTION (FDC)   SHALL BE MAINTAINED AND SHALL NOT BE BLOCKED OR   OBSTRUCTED BY LANDSCAPING, VEHICLES, EQUIPMENT, AND/OR   DESIGN FEATURES.IF THE FDC IS NOT READILY VISIBLE, A   SIGN OF 6" LETTERS (FDC) OR 2" WORDS (FIRE DEPARTMENT   CONNECTION) SHALL BE POSTED.       07.KNOX LOCKING CAPS SHALL BE REQUIRED FOR THE FIRE   DEPARTMENT CONNECTION.FOR KNOX APPLICATIONS, CONTACT   WEST PALM BEACH FIRE PREVENTION BUREAU AT   561-804-4724.       08.A CHAIN AND LOCK IN ADDITION TO THE ELCTRONIC   SWITHCES SHALL BE REQUIRED FOR THE DOUBLE CHECK   DETECTOR ASSEMBLY.       09.PLEASE ILLUSTRATE ON THE PLANS THAT ALL EXTERIOR   STAIRS AND RAMPS WILL BE SLIP RESISTANT.       10.OUTSIDE STAIRS AND LANDINGS SHALL BE DESIGNED TO   MINIMIZE WATER ACCUMULATIONON THEIR SURFACES.       11.FIRE WINDOWS IN ADDITION TO FIRE DOORS SHALL   COMPLY WITH NFPA 80.       12.ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE   FIGHTERS' EMERGENCY OPERATIONS REQUIREMENTS OF ASME   A17.1.       13.PLEASE PROVIDE PRESCRIPTIVE STRENGHT REQUIREMENTS   FOR ALL HANDRAILS AND GUARDRAILS.       14.PLEASE SHOW STAIRWAY MARKING WITHIN THE ENCLOSURE   AT EACH FLOOR LEVEL.THE SIGN SHALL INDICATE THE FLOOR   LEVEL, THE TERMINUS OF THE TOP AND BOTTOM, AND THE   IDENTITY OF THE STAIR ENCLOSURE.THE SIGNAGE ALSO   SHALL INDICATE THE FLOOR LEVEL OF, AND THE DIRECTION   TO, EXIT DISCHARGE.       15.DOORS IN THE MEANS OF EGRESS SHALL BE PERMITTED TO   BE EQUIPPED WITH AN APPROVED ENTRANCE AND EGRESS ACCESS   CONTROL SYSTEM AS PER 2003 NFPA 101, 7.2.1.6.2; HOWEVER   CLARIFICATION NEEDED AS TO THE LOCATION OF THE ACCESS   CONTROL DEVICE.IS IT ON THE FLOOR LEADING TO THE EXIT   STAIRWAY ENCLOSURE?ORIS IT IN THE STAIRWAY   ENCLOSURE LEADING TO THE FLOOR?       16.PLEASE EXPLAIN THE NEED FOR ALL THE KNOX BOX   APPLIANCES AS INDICATED/LEGENDED BY A SQUARE WITH A   CAPITAL K INSIDE.I.E. SHEET E1.03       17.THE NUMBER AND/OR LOCATION OF THE EXIT LIGHTS ON   SOMEPLAN SHEETS DO NOT CORRELATE WITH THOSE ON OTHER   PLAN SHEETS.PLEASE AMEND.I.E. SHEETSE1.01 &   LS0.02,E1.04 & LS0.03       18.THE EXTERIOR ELEVATION ON SHEETS S-12 AND S-13 ARE   INCONSISTENT WITH THOSE LISTED ELSEWHERE IN THE PLANS.       19.ON SHEET E1.01, IT APPEARS THAT THERE IS EMERGENCY   LIGHTING FOR THE LANDING IN STAIR 2 BUT NOT IN STAIR   1.       20. PLEASE PROVIDE SPEC SHEETS FOR FIRE PUMP AND   ASSOCIATED EQUIPMENT.       21.PLEASE PROVIDE A LAYOUT OF THE FIRE SPRINKLER   SYSTEM.       22.SEPARATE PLANS AND PERMIT REQUIRED FOR THE   COMPLETE INSTALLATION OF THE AUTOMATIC FIRE SPRINKLER   SYSTEM.       23.FLOW TEST DATA ON SHEET FP0.01 HAS GPM DISCHARGE   WHICH IS INCORRECT.A RESIDUAL PRESSURE OF 71 PSI   USING A 2.5" DISCHARGE WILL HAVE A GPM DISCHARGE OF   1410 NOT 11410 AS LISTED IN THE DATA.       24.CORRELATE STAIR 'A' AND STAIR 'B' ON FP SHEETS   WITH STAIR 1 AND STAIR 2 AS EXPRESSED ON OTHER SHEETS   THROUGHOUT THE PLANS.       25.FIRE SPRINKLER SHALL BE MONITORED.       26.SEPARATE PLANS AND PERMIT REQUIRED FOR THE   INSTALLATION OF THE FIRE ALARM SYSTEM.       27.THE FIRE ALARM SYSTEM SHALL BEU.L. CERTIFICATED   APPROVED FOR CENTRAL STATION SERVICE.       28.AS PER LOCAL REQUIREMENTS, DUCT SMOKE DETECTORS   SHALL INITIATE A GENERAL FIRE ALARM.       TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE   LETTER INDICATING WHERE IN THE PLAN EACH ITEM WAS   ADDRESSED           CAPT. MICHAEL A. WILLIAMS   FIRE PLAN REVIEW   561-805-6722 Review Stop G GAS REVIEW Rev No 2 Status N Date 2008-01-16 Cont ID   Sent By kstevens Date 2008-01-16 Time 16:24 Rev Time 0.00 Received By kstevens Date 2007-12-28 Time 16:45 Sent To   Notes ***NONE*** Review Stop G GAS REVIEW Rev No 1 Status N Date 2007-10-20 Cont ID   Sent By kstevens Date 2007-10-20 Time 18:59 Rev Time 0.00 Received By kstevens Date 2007-10-20 Time 18:59 Sent To   Notes 2007-10-20 19:00:31 CHANGED GENERATOR TO DIESEL & DELETED THE GAS Review Stop I INCOMING/PROCESSING Rev No 28 Status N Date 2009-06-16 Cont ID   Sent By lmartine Date 2009-06-16 Time 14:59 Rev Time 0.00 Received By lmartine Date 2009-06-12 Time 14:58 Sent To   Notes 2009-06-16 14:59:05 C-14 Review Stop I INCOMING/PROCESSING Rev No 27 Status   Date   Cont ID   Sent By   Date   Time   Rev Time 0.00 Received By jgomez Date 2009-05-12 Time 16:08 Sent To   Notes 2009-05-12 16:09:08 LANDSCAPE ARCHITECT LETTER SENT TO ZONING BOX. Review Stop I INCOMING/PROCESSING Rev No 26 Status N Date 2009-04-20 Cont ID   Sent By swurafti Date 2009-04-20 Time 16:48 Rev Time 0.00 Received By swurafti Date 2009-04-20 Time 16:48 Sent To   Notes 2009-04-20 16:54:03 TO "C8" Review Stop I INCOMING/PROCESSING Rev No 25 Status N Date 2009-04-08 Cont ID   Sent By adarroug Date 2009-04-08 Time 16:31 Rev Time 0.00 Received By adarroug Date 2009-04-08 Time 16:31 Sent To   Notes 2009-04-08 16:32:07 TO "C40" Review Stop I INCOMING/PROCESSING Rev No 24 Status N Date 2009-03-04 Cont ID   Sent By adarroug Date 2009-03-04 Time 10:30 Rev Time 0.00 Received By adarroug Date 2009-03-04 Time 10:30 Sent To   Notes 2009-03-04 10:32:12 TO "COMM" BD#22 Review Stop I INCOMING/PROCESSING Rev No 23 Status   Date   Cont ID   Sent By   Date   Time   Rev Time 0.00 Received By adarroug Date 2009-03-04 Time 10:20 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 22 Status N Date 2009-02-18 Cont ID   Sent By adarroug Date 2009-02-18 Time 13:20 Rev Time 0.00 Received By adarroug Date 2009-02-18 Time 13:20 Sent To B Notes 2009-02-18 13:21:08 TO "JWITMER" DESK/SUBMITTAL Review Stop I INCOMING/PROCESSING Rev No 21 Status N Date 2009-01-22 Cont ID   Sent By adarroug Date 2009-01-22 Time 10:19 Rev Time 0.00 Received By adarroug Date 2009-01-22 Time 10:19 Sent To E Notes 2009-01-22 10:19:49 TO "DPALMER" DESK/SUBMITTAL Review Stop I INCOMING/PROCESSING Rev No 20 Status N Date 2009-01-20 Cont ID   Sent By adarroug Date 2009-01-20 Time 11:04 Rev Time 0.00 Received By adarroug Date 2009-01-20 Time 11:04 Sent To E Notes 2009-01-20 11:04:31 TO "DPALMER" DESK/REV Review Stop I INCOMING/PROCESSING Rev No 19 Status N Date 2008-11-24 Cont ID   Sent By adarroug Date 2008-11-24 Time 11:28 Rev Time 0.00 Received By adarroug Date 2008-11-24 Time 11:28 Sent To   Notes 2008-11-24 11:28:55 TO "COMM" BD#7 Review Stop I INCOMING/PROCESSING Rev No 18 Status N Date 2008-11-24 Cont ID   Sent By adarroug Date 2008-11-24 Time 08:46 Rev Time 0.00 Received By adarroug Date 2008-11-24 Time 08:46 Sent To   Notes 2008-11-24 08:46:55 TO "COMM" BD#40 Review Stop I INCOMING/PROCESSING Rev No 17 Status N Date 2008-10-16 Cont ID   Sent By adarroug Date 2008-10-16 Time 09:33 Rev Time 0.00 Received By adarroug Date 2008-10-16 Time 09:33 Sent To B Notes 2008-10-16 09:34:15 TO "JWITMER" DESK/ 3 SUBMITTALS Review Stop I INCOMING/PROCESSING Rev No 16 Status N Date 2008-09-03 Cont ID   Sent By adarroug Date 2008-09-03 Time 16:39 Rev Time 0.00 Received By adarroug Date 2008-09-03 Time 16:39 Sent To B Notes 2008-09-03 16:39:55 TO "JWITMER" DESK/SUBMITTAL Review Stop I INCOMING/PROCESSING Rev No 15 Status N Date 2008-08-28 Cont ID   Sent By tgordon Date 2008-08-28 Time 13:44 Rev Time 0.00 Received By tgordon Date 2008-08-28 Time 13:44 Sent To E Notes 2008-08-28 13:45:09 TO "ELECT"D.P. Review Stop I INCOMING/PROCESSING Rev No 14 Status N Date 2008-08-13 Cont ID   Sent By adarroug Date 2008-08-13 Time 08:23 Rev Time 0.00 Received By adarroug Date 2008-08-13 Time 08:23 Sent To B Notes 2008-08-13 08:24:05 TO "JWITMER" DESK/3 SUBMITTALS Review Stop I INCOMING/PROCESSING Rev No 13 Status N Date 2008-08-07 Cont ID   Sent By shill Date 2008-08-07 Time 15:19 Rev Time 0.00 Received By shill Date 2008-08-07 Time 15:19 Sent To M Notes 2008-08-07 15:20:32 TO "M" BOX/REV Review Stop I INCOMING/PROCESSING Rev No 12 Status N Date 2008-08-04 Cont ID   Sent By adarroug Date 2008-08-04 Time 09:51 Rev Time 0.00 Received By adarroug Date 2008-08-04 Time 09:51 Sent To B Notes 2008-08-04 09:52:06 TO "JWITMER" DESK/REV Review Stop I INCOMING/PROCESSING Rev No 11 Status N Date 2008-07-01 Cont ID   Sent By adarroug Date 2008-07-01 Time 10:12 Rev Time 0.00 Received By adarroug Date 2008-07-01 Time 10:12 Sent To B Notes 2008-07-01 10:12:38 TO "JWITMER" DESK/SUBMITTAL Review Stop I INCOMING/PROCESSING Rev No 10 Status N Date 2008-06-24 Cont ID   Sent By adarroug Date 2008-06-24 Time 14:21 Rev Time 0.00 Received By adarroug Date 2008-06-24 Time 14:21 Sent To B Notes 2008-06-24 14:22:09 TO "JWITMER" DESK/SUBMITTAL Review Stop I INCOMING/PROCESSING Rev No 9 Status N Date 2008-06-24 Cont ID   Sent By adarroug Date 2008-06-24 Time 14:05 Rev Time 0.00 Received By adarroug Date 2008-06-24 Time 14:05 Sent To Z Notes 2008-06-24 14:05:55 TO "Z" BOX/REV Review Stop I INCOMING/PROCESSING Rev No 8 Status N Date 2008-06-10 Cont ID   Sent By adarroug Date 2008-06-10 Time 11:24 Rev Time 0.00 Received By adarroug Date 2008-06-10 Time 11:24 Sent To B Notes 2008-06-10 11:25:12 TO "JWITMER" DESK/SUBMITTAL Review Stop I INCOMING/PROCESSING Rev No 7 Status N Date 2008-05-14 Cont ID   Sent By adarroug Date 2008-05-14 Time 14:36 Rev Time 0.00 Received By adarroug Date 2008-05-14 Time 14:36 Sent To B Notes 2008-05-14 14:36:56 TO "JWITMER" DESK/2 SUBMITTALS Review Stop I INCOMING/PROCESSING Rev No 6 Status N Date 2008-03-18 Cont ID   Sent By adarroug Date 2008-03-18 Time 09:22 Rev Time 0.00 Received By adarroug Date 2008-03-18 Time 09:22 Sent To B Notes 2008-03-18 09:22:43 TO "JWITMER" DESK/SUBMITTAL Review Stop I INCOMING/PROCESSING Rev No 5 Status N Date 2008-02-28 Cont ID   Sent By adarroug Date 2008-02-28 Time 11:53 Rev Time 0.00 Received By adarroug Date 2008-02-28 Time 11:53 Sent To   Notes 2008-02-28 11:57:18 TO "COMM" BD#52/PLANS ON RACK/ 4 ROLLS AND BINDERS Review Stop I INCOMING/PROCESSING Rev No 4 Status N Date 2007-12-26 Cont ID   Sent By spalmer Date 2007-12-26 Time 14:22 Rev Time 0.00 Received By spalmer Date 2007-12-26 Time 14:22 Sent To B Notes 2007-12-26 14:23:33 TO JIM WITMER DESK Review Stop I INCOMING/PROCESSING Rev No 3 Status N Date 2007-12-20 Cont ID   Sent By dpalmer Date 2007-12-20 Time 18:54 Rev Time 0.00 Received By dpalmer Date 2007-12-20 Time 18:54 Sent To   Notes 2007-12-20 18:55:03 TO COMM BOARD #29,   PLANS ON RACK. DV PALMER Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2007-09-04 Cont ID   Sent By adarroug Date 2007-09-04 Time 15:26 Rev Time 0.00 Received By adarroug Date 2007-09-04 Time 15:26 Sent To   Notes 2007-09-27 15:34:25 TO "COMM" BD#4/PLANS ON RACK--4 ROLLS 2007-09-04 15:26:35 WAITING FOR "COMM" BD Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date 2007-07-23 Cont ID   Sent By mawillia Date 2007-07-23 Time 10:54 Rev Time 0.00 Received By mawillia Date 2007-05-10 Time 14:56 Sent To   Notes 2007-05-31 09:38:04 TO "COMM" BD #54/3 ROLLS 2007-05-22 14:57:07 WAITING FOR "COMM" BD Review Stop L LANDSCAPING Rev No 1 Status P Date 2009-05-26 Cont ID   Sent By rkussner Date 2009-05-26 Time 15:23 Rev Time 0.00 Received By rkussner Date 2009-05-26 Time 15:23 Sent To   Notes 2009-05-26 15:29:46 ***LANDSCAPE REVIEW APPROVED***       PLANS WERE NOT SUBMITTED. A LETTER FROM THE LANDSCAPE   ARCHITECT CONCERNING THE PLANTING DEPTH OF THE LIVE   OAKS WAS APPROVED.       IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT ROBERT   KUSSNER @ (561) 822-1462. Review Stop M MECHANICAL (A/C) Rev No 12 Status P Date 2009-07-01 Cont ID   Sent By dwise Date 2009-07-01 Time 18:25 Rev Time 0.00 Received By dwise Date 2009-07-01 Time 18:25 Sent To PC Notes 2009-07-01 18:26:00 REVIEWED REVISED M6.01, M6.02, AND M6.03 Review Stop M MECHANICAL (A/C) Rev No 11 Status P Date 2009-06-03 Cont ID   Sent By rregueir Date 2009-06-03 Time 11:45 Rev Time 0.00 Received By rregueir Date 2009-06-03 Time 08:29 Sent To PC Notes 2009-06-03 11:45:38 DELTA 24, PAGES: M1.01, M6.01, M6.02, M6.04, M7.02,   M8.01 Review Stop M MECHANICAL (A/C) Rev No 10 Status P Date 2009-04-30 Cont ID   Sent By rregueir Date 2009-04-30 Time 11:11 Rev Time 0.00 Received By rregueir Date 2009-04-30 Time 10:43 Sent To   Notes 2009-04-30 11:11:15 SUBMITTAL FOR VENTLESS KITCHEN HOOD STAMPED. MECH PAGES   ALREADY REVISED TO REFLECT CHANGE FROM EXHAUST TO   VENTLESS RECIRCULATING HOOD. Review Stop M MECHANICAL (A/C) Rev No 9 Status P Date 2009-01-14 Cont ID   Sent By rregueir Date 2009-01-14 Time 19:17 Rev Time 0.00 Received By rregueir Date 2009-01-11 Time 12:43 Sent To PC Notes ***NONE*** Review Stop M MECHANICAL (A/C) Rev No 8 Status P Date 2008-12-13 Cont ID   Sent By rregueir Date 2008-12-13 Time 14:57 Rev Time 0.00 Received By rregueir Date 2008-12-13 Time 11:53 Sent To   Notes 2008-12-13 14:57:00 REVISED M0.03, M1.01, M2.01, M3.01, M4.01, M5.01, M6.04 Review Stop M MECHANICAL (A/C) Rev No 7 Status P Date 2008-11-03 Cont ID   Sent By hmoser Date 2008-11-03 Time 09:44 Rev Time 0.00 Received By hmoser Date 2008-11-03 Time 09:44 Sent To   Notes 2008-11-03 09:50:20 11/3/08   CHANGE OF COOLING COIL PIPING FROM JOHNSON , LEVINSON ,   RAGAN , DAVILA . OK Review Stop M MECHANICAL (A/C) Rev No 6 Status P Date 2008-08-08 Cont ID   Sent By rregueir Date 2008-08-08 Time 15:03 Rev Time 0.00 Received By rregueir Date 2008-08-08 Time 14:58 Sent To PC Notes 2008-08-08 15:03:42 REVISION #18 PAGE M6.04 Review Stop M MECHANICAL (A/C) Rev No 5 Status P Date 2008-03-25 Cont ID   Sent By rregueir Date 2008-03-25 Time 17:22 Rev Time 0.00 Received By rregueir Date 2008-03-25 Time 17:15 Sent To   Notes 2008-03-25 17:22:26 PAGES RELATED TO FUEL TANK SIZE WERE REPLACED TO SHOW A   TANK OF 550 GALLONS. THIS ELIMINATES THE NEED FOR DERM   APPROVAL.   ALSO, THE ENERGY CALCULATIONS WERE REPLACED TO SHOW THE   CORRECT FORM. ALL OUTSTANDING REVIEW COMMENTS HAVE BEEN   ADDRESSED. Review Stop M MECHANICAL (A/C) Rev No 4 Status F Date 2008-03-22 Cont ID   Sent By rregueir Date 2008-03-22 Time 12:31 Rev Time 0.00 Received By rregueir Date 2008-03-22 Time 11:51 Sent To   Notes 2008-03-22 12:31:17 REVIEW #: 4TH   ACTION: TEMP FAIL       FBC 2004 CODE FAMILY W/ 2005 AND 2006 SUPPLEMENTS   FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH       NOTE: THESE COMMENTS DO NOT CORRESPOND DIRECTLY WITH   PREVIOUS REVIEW COMMENTS BUT THEY REPRESENT UNRESOLVED   ISSUES FROM PREVIOUS REVIEW COMMENTS. ALL OTHER   PREVIOUS REVIEW COMMENTS AND ISSUES HAVE BEEN   RESOLVED.       1. THE PREVIOUSLY INDICATED 2,000 GALLON FUEL STORAGE   TANK HAS BEEN MARKED AS FUTURE TO BE DONE UNDER   SEPARATE PERMIT. HOWEVER, WHERE THE PLANS PREVIOUSLY   CALLED FOR A 250 GALLON DAY TANK IN THE GENERATOR ROOM,   THE GENERATOR SPECS, VIA A HAND-WRITTEN NOTE, CALL FOR   A 600 GALLON SUB-BASE FUEL TANK. AS WAS STATED MULTIPLE   TIMES IN PREVIOUS REVIEWS, ABOVE GROUND FUEL STORAGE   TANKS IN EXCESS OF 550 GALLONS ARE REQUIRED TO HAVE   DERM APPROVAL. NO DOCUMENTATION OF SUCH APPROVAL HAS   BEEN PROVIDED.       2. THE INCORRECT VERSION OF ENERGY CALCULATIONS HAVE   BEEN RESUBMITTED AS STATED IN ELECTRICAL PLAN REVIEW   COMMENTS DATED 3/8/08. PLEASE RESUBMIT ON CORRECT FORM   IN ACCORDANCE WITH FBCB 13-400.3.A. THIS PERMIT MAY NOT   BE ISSUED PRIOR TO SATISFACTION OF THIS REQUIREMENT IN   ACCORDANCE WITH FBCB 13-103.3.       THE MECHANICAL PLANS HAVE BEEN REVIEWED AND STAMPED.   THE REVIEW STATUS WILL BE IN A TEMPORARY FAIL STATUS   PENDING CORRECTION OF THE ABOVE LISTED ITEMS. PLEASE   CONTACT THIS OFFICE TO MAKE ARRANGEMENTS TO CORRECT   THESE ITEMS SO THE PERMIT CAN BE ISSUED.       IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:   RONALD J. REGUEIRO   561.805.6719   [email protected] Review Stop M MECHANICAL (A/C) Rev No 3 Status F Date 2008-01-19 Cont ID   Sent By rregueir Date 2008-01-19 Time 10:53 Rev Time 0.00 Received By rregueir Date 2008-01-18 Time 13:44 Sent To   Notes 2008-01-19 10:51:29 REVIEW #: 3RD   ACTION: DENIED       FBC 2004 CODE FAMILY W/ 2005 AND 2006 SUPPLEMENTS.       FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH       THE FOLLOWING COMMENTS ARE NUMBERED TO CORRESPOND WITH   PREVIOUS REVIEW COMMENTS AS WELL AS DESIGNER'S WRITTEN   RESPONSES FOR THE PURPOSE OF CONTINUITY.       1 THROUGH 4: OK       5. THERE IS AN 8 INCH ROUND BRANCH DUCT PENETRATING THE   WALL BETWEEN LOBBY 1-115 AND DATA CLOSET 1-116.FIRE   AND SMOKE DAMPER IS REQUIRED AT THIS DUCT PENETRATION   IN ACCORDANCE WITH FBC, M 607.5.3 AND 607.5.4. ALSO,   THIS DUCT CONTINUES AND PENETRATES ABOVE DOUBLE DOORS   AT THE SOUTHEAST END OF CORRIDOR 1-159. THERE IS A FIRE   DAMPER AT THIS LOCATION BUT A SMOKE DAMPER IS ALSO   REQUIRED IN ACCORDANCE WITH FBC, M 607.5.4.       6 THROUGH 25: OK       A AND B: SUBMITTAL PACKAGE INDICATES PROPOSED OUTDOOR   ABOVE GROUND FUEL TANK IS TO BE 2,000 GALLONS. AS   STATED IN PREVIOUS REVIEW, ABOVE GROUND FUEL STORAGE   TANKS >550 GALLONS REQUIRE PRIOR APPROVAL BY PALM BEACH   COUNTY DEPARTMENT OF ENVIRONMENTAL RESOURCE MANAGEMENT   (DERM). FOR MORE INFORMATION ON THIS APPROVAL PROCESS   PLEASE CONTACT DERM AT 561-233-2400 OR AT:   WWW.CO.PALM-BEACH.FL.US/ERM/INDEX.ASP       NO INFORMATION WAS PROVIDED REGARDING 250 GALLON DAY   TANK SHOWN ON PG E2.01 DETAIL #1. THE FOLLOWING ARE   EXAMPLES OF REQUIREMENTS WHICH SHALL BE DEMONSTRATED   PRIOR TO PERMIT:       -FUEL TANKS WITHIN STRUCTURES SHALL BE PROVIDED WITH   SPILL CONTAINMENT CONSISTING OF EITHER A WALL, A CURB,   OR A DIKE HAVING A CAPACITY AT LEAST EQUAL TO THAT OF   THE LARGEST SURROUNDED TANK IN ACCORDANCE WITH NFPA   37-02 SECTION 6.3.2.4. SHOW COMPLIANCE WITH THIS   SECTION.       -VENT PIPING SHALL BE INSTALLED IN ACCORDANCE WITH NFPA   30-00 CHAPTER 3.       -FUEL PIPING, VALVES AND FITTINGS SHALL BE IN   ACCORDANCE WITH NFPA 37-02 SECTION 6.8 AND NFPA 30-00   CHAPTER 3 FOR INDOOR AND OUTDOOR TANKS.       CODES REFERENCED:   FBC, MECHANICAL 2004 SECTION 915 ENGINE AND GAS   TURBINE-POWERED EQUIPMENT AND APPLIANCES   NFPA 37-02 STANDARD FOR THE INSTALLATION AND USE OF   STATIONARY COMBUSTION ENGINES AND GAS TURBINES NFPA   30-00 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE       DEMONSTRATE COMPLIANCE WITH THE ABOVE REQUIREMENTS   PRIOR TO PERMIT ISSUANCE.       IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:   RONALD J. REGUEIRO   561.805.6719   [email protected] Review Stop M MECHANICAL (A/C) Rev No 2 Status F Date 2007-10-15 Cont ID   Sent By rregueir Date 2007-10-15 Time 11:03 Rev Time 0.00 Received By rregueir Date 2007-10-12 Time 11:39 Sent To   Notes 2007-10-15 11:02:56 REVIEW #: 2   ACTION: DENIED       FBC 2004 CODE FAMILY W/ 2005 AND 2006 SUPPLEMENTS FBC   CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH       THE FOLLOWING COMMENTS ARE NUMBERED TO CORRESPOND WITH   PREVIOUS REVIEW COMMENTS AS WELL AS DESIGNER'S WRITTEN   RESPONSES FOR THE PURPOSE OF CONTINUITY. ANY ADDITIONAL   COMMENTS GENERATED BY NEW INFORMATION PROVIDED ON PLANS   WILL BE LOCATED AT THE END.       1. OK       2. OK       3. OK       4. OK EXCEPT, IF 12 IN. ROUND DUCT IS EXHAUSTING   HAZARDOUS MATERIALS, IT SHALL BE IN COMPLIANCE WITH   FBC,M 510.6.       5. (A) SEVERAL DUCTS PENETRATING NEWLY RATED CORRIDOR   ARE MISSING OPENING PROTECTIVES (FIRE DAMPERS). PLEASE   NOTE THAT SEVERAL DUCTS WHICH CLAIM EXCEPTION TO THIS   REQUIREMENT UNDER FBC,M 607.5.3 DO NOT MEET ALL   REQUIREMENTS. UNDER EXCEPTION 2, DUCTS MUST MEET ALL 6   REQUIREMENTS. IF A DUCT HAS AN OPENING IN THE CORRIDOR   IT HAS NOT MET CONDITION 2.3 OF EXCEPTION 2.   (B) DUCTS PENETRATING NEWLY RATED CORRIDOR WALLS SHALL   BE PROTECTED WITH LISTED SMOKE DAMPERS IN ACCORDANCE   WITH FBC,M 607.5.4 AND SHALL BE ACTUATED IN ACCORDANCE   WITH FBC,M 607.5.4.1. NOTE THAT SUPPLY AND RETURN DUCTS   FROM AHU 1-1 EACH HAVE OPENINGS IN THE CORRIDOR AND   THEREFORE NONE OF THE DUCT PENETRATIONSON THE SUPPLY   OR RETURN SYSTEMS HAVE MET EXCEPTION 3 UNDER THIS   SECTION.   PROVIDE OPENING PROTECTIVES AND SMOKE DAMPERS AS   REQUIRED BY THESE SECTIONS AT ALL DUCT PENETRATIONS OF   THE 1-HOUR RATED CORRIDOR WALLS. LISTED COMBINATION   FIRE/SMOKE DAMPERS MAY BE USED AT THESE LOCATIONS TO   MEET BOTH REQUIREMENTS.       6. ALL AREAS: DUCTS AND AIR TRANSFER OPENINGS THAT   PENETRATE FIRE-RESISTANCE-RATED ASSEMBLIES AND ARE NOT   REQUIRED TO HAVE DAMPERS BY THIS SECTION SHALL COMPLY   WITH THE REQUIREMENTS OF SECTION 712 OF THE FLORIDA   BUILDING CODE, BUILDING IN ACCORDANCE WITH FBC,M   607.1.1. THIS IS A GENERAL REQUIREMENTS AND THEREFORE   APPLIES TO ALL OF SECTION 607. ANY DUCT PENETRATING A   FIRE RESISTANCE RATED ASSEMBLY SHALL BE PROTECTED BY A   FIRE DAMPER OR, IF IT MEETS ANY OF THE EXCEPTIONS UNDER   THIS SECTION, IT SHALL COMPLY WITH FBC 712.3 WHICH   REQUIRES A THROUGH-PENETRATION FIRESTOP SYSTEM. PLEASE   SEE FBC 712.3.1.2 FOR SPECIFIC REQUIREMENTS. PROVIDE   DETAIL FOR ANY LISTED ASSEMBLY TO BE USED.       7 THRU 9. OK       10. FIRE/SMOKE DAMPERS HAVE BEEN ADDED. HOWEVER, THE   SHAFT IS STILL NOT SHOWN ON ARCHITECTURAL PLANS. PG   A2.01 THRU A2.05 SHOW A TYPE 4 NON-RATED CHASE WALL AT   THAT LOCATION. SHOW COORDINATION BETWEEN PLANS BY   SHOWING THE SHAFT WHICH IS REQUIRED FOR THE BATH   EXHAUST RISER DUCT IN ACCORDANCE WITH FBC 707.2.       11 THRU 14. OK       15. INTAKE FOR AHU 1-2 IS WITHIN 10 FT OF EXHAUST   LOUVER FOR THE HOOD IN ROOM 2-244. SHOW COMPLIANCE WITH   FBC,M 501.2.       16 THRU 21. OK       22. FLEX DUCTS HAVE BEEN REMOVED. HOWEVER, RECTANGLE   DUCT PENETRATIONS DO NOT SHOW OPENING PROTECTIVES AT   RATED WALLS PER FBC,M 607.5. ALSO, PLEASE SEE COMMENT   #5 ABOVE.       23 THRU 25. OK       NEW COMMENTS:       A. PG E0.02 AND P2.1 INDICATE THE GENERATOR HAS BEEN   CHANGED TO DIESEL FUEL. NO INFORMATION COULD BE FOUND   REGARDING THE EXTERIOR FUEL STORAGE TANK OR THE INSIDE   DAY TANK. PROVIDE INSTALLATION INSTRUCTIONS/DETAILS AND   LISTING INFORMATION FOR GENERATOR AND FUEL TANKS. FUEL   TANKS SHALL BE SHOWN ON SITE PLAN WITH SETBACKS AND   DISTANCES FROM EXISTING AS WELL AS PROPOSED   STRUCTURES.           B. PROVIDE DETAIL DRAWING SHOWING LAYOUT OF GENERATOR   AND FORE PUMP ROOMS WITH MEANS OF VENTILATION AND   EXHAUST. SHOW GENERATOR TO BE IN COMPLIANCE WITH NFPA   37-02 AND FUEL STORAGE TO BE IN COMPLIANCE WITH NFPA   30-00.   NOTE: ABOVE GROUND STORAGE TANKS >550 GALLONS REQUIRE   PRIOR APPROVAL BY PBC DEPARTMENT OF ENVIRONMENTAL   RESOURCE MANAGEMENT (DERM). FOR MORE INFORMATION PLEASE   CONTACT DERM AT 561-233-2400 OR   WWW.CO.PALM-BEACH.FL.US/ERM/INDEX.ASP       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 2007-06-19 Cont ID   Sent By rregueir Date 2007-06-19 Time 17:28 Rev Time 0.00 Received By rregueir Date 2007-06-13 Time 10:13 Sent To   Notes 2007-06-19 17:52:41 ------------DENIED-------------       FBC CODE FAMILY W/ 2006 REVISIONS   FBC H.1 AS AMENDED BY THE CITY OF WEST PALM BEACH   FAC 9B-72       NOTE: ONE SET OF PLANS WAS MARKED-UP DURING THIS REVIEW   IN ORDER TO HELP CLARIFY THE REVIEW COMMENTS THAT   FOLLOW:       1. M1.01: AIR BALANCE SCHEDULE AND FLOOR PLAN SHOW AHU   1-1 AT 7050 CFM BUT AHU SCHEDULE ON M0.02 SHOWS AHU 1-1   AT 6500 CFM. PLEASE SHOW CORRELATION BETWEEN FLOOR PLAN   AND SCHEDULE. WHICH ONE IS CORRECT?   PLEASE CLARIFY NOTE 13 ON AHU SCHEDULE. PROVIDE   MANUFACTURER'S SUBMITTALS SHOWING CAPACITY OF EQUIPMENT   TO BE COMPATIBLE WITH DEMAND SHOWN ON PLAN.       2. M1.01 AIR BALANCE SCHEDULE ON FIRST FLOR SHOWS   SUPPLY, RETURN AND OUTSIDE AIR TO BE IN BALANCE AT 0.   THE COMBINED EXHAUST AND RELIEF AIR FOR THE FLOOR   CREATE A NEGATIVE BALANCE OF -3290 CFM. MECHANICAL   SYSTEMS SHALL BE DESIGNED TO ASSURE THAT BUILDINGS ARE   PRESSURIZED WITH RESPECT TO THE OUTDOORS PER FBC   13-409.1.ABC.2.ALSO, THE AMOUNT OF SUPPLY AIR SHALL BE   APPROXIMATELY EQUAL TO THE AMOUNT OF RETURN AND EXHAUST   AIR PER FBC,M 403.1.       3. M1.01: FIRE DAMPER IS REQUIRED ON THE 8X8 EXHAUST   DUCT IN THE WALL BETWEEN ROOMS 1-127 AND 1-129. IT DOES   NOT MEET EXCEPTION 2.4 OF FBC,M 607.5.3. IT IS NOT   ABOVE A CEILING.       4. M1.01: ALL DUCT PENETRATIONS THROUGH THE RATED WALL   INTO AND OUT OF ROOM 1-119 REQUIRE FIRE DAMPERS. THEY   DO NOT MEET EXCEPTION 2.4 OF FBC,M 607.5.3. THEY ARE   NOT ABOVE A CEILING.       5. M1.01: CORRIDOR 1-109 MAY BE REQUIRED (SEE BUILDING   PLAN REVIEW COMMENTS) TO HAVE A 1-HOUR FIRE RESISTANCE   RATING BASED ON FBC TABLE 1016.1. PLEASE REVIEW BOTH   SIDES OF THE CORRIDOR FOR THE NEED FOR OPENING   PROTECTIVES SUCH AS FIRE AND SMOKE DAMPERS. FBC,M   607.5.4. ALSO, SEE FBC,M 401.4 REGARDING VENTILATION   REQUIREMENTS FOR EXIT ENCLOSURES.       6. M1.01 AND ALL FLOORS: DUCTS AND AIR TRANSFER   OPENINGS IN RATED WALLS WHICH ARE NOT REQUIRED TO HAVE   DAMPERS BY FBC,M SEC.607 SHALL COMPLY WITH THE   REQUIREMENTS OF FBC SEC.712. PLEASE PROVIDE DETAIL   DRAWINGS AND LISTED ASSEMBLIES AS REQUIRED BY THIS   SECTION.       7. M2.01: PLEASE SHOW THE SIZE OF THE EXHAUST DUCT IN   ROOM 2-244 RELATED TO NOTE #4.       8. M2.01: THE AIR BALANCE SCHEDULE ON THIS PAGE SHOWS   THE 2ND FLOOR AT A NEGATIVE BALANCE OF -2580 CFM.   PLEASE SEE COMMENT #2 FOR RELEVANT CODE SECTIONS AND   REQUIREMENTS.       9. M2.01 ROOMS 2-237 ANS 2-240: WHAT IS THE MEANING OF   "TR/380? AND "TR/180?" THE DESIGNATION COULD NOT BE   FOUND ON PLANS OR SCHEDULES. FBC 106.1.1       10. M1.01 THRU M5.01: EXHAUST DUCTS IN GANG BATHROOMS   WHICH PENETRATE THE RATED SHAFT ENCLOSURE REQUIRE FIRE   AND SMOKE DAMPERS PER FBC,M 607.5.5.1. PLEASE PROVIDE A   RISER DETAIL SHOWING EXHAUST RISERS WITH DUCT SIZES AND   LOCATIONS OF TRANSITIONS. ALSO, THE RATED SHAFT   ENCLOSURE IS NOT SHOWN ON ARCHITECTURAL FLOOR PLANS.   PLEASE COORDINATE DRAWINGS. FBC 106.1.1       11. M3.01: AIR BALANCE ON THE 3RD FLOOR IS AT A   NEGATIVE BALANCE OF -1750 CFM. PLEASE SEE COMMENT #2   FOR RELEVANT CODES AND REQUIREMENTS.       12. M3.01: THE 10X10 R/A DUCT PENETRATION AT ROOM 3-303   DOES NOT MEET EXCEPTION 2.5 UNDER FBC,M 607.5.3. A FIRE   DAMPER IS REQUIRED.       13. M4.01: AIR BALANCE ON THE 4TH FLOOR IS AT A   NEGATIVE BALANCE OF -1550 CFM. PLEASE SEE COMMENT #2   FOR RELEVANT CODES AND REQUIREMENTS.       14. M5.01: AIR BALANCE ON THE 5TH FLOOR IS AT A   NEGATIVE BALANCE OF -1670 CFM. PLEASE SEE COMMENT #2   FOR RELEVANT CODES AND REQUIREMENTS.       15. M6.01: AHU 1-2 OUTSIDE AIR INTAKE SHALL BE MINIMUM   10' FROM STREETS, ALLEYS, PARKING LOTS OR LOADING DOCKS   PER FBC,M 401.5.1.       16. M6.02 RELIEF AIR RISER DIAGRAM: FIRE AND SMOKE   DAMPERS ARE REQUIRED AT ALL SHAFT ENCLOSURE DUCT   PENETRATIONS (RF 2-1 THRU RF 4-1) PER FBC,M 607.5.5.1.       17. M6.02: RELIEF AIR RISER SHOWS RF 5-1 CONNECTING TO   RISER, BUT ON M6.03 THERE IS NO RF 5-1. THERE IS RF 5-2   AND IT DISCHARGES DIRECTLY TO THE OUTDOORS, NOT THROUGH   THE RISER. RF 5-1 IS ALSO SHOWN ON THE EXHAUST FAN   SCHEDULE ON M0.03 AS A ROOFTOP FAN. PLEASE COORDINATE   PLANS AND SCHEDULES AND CORRECT AS NEEDED. FBC 106.1.1       18. M7.03 DETAIL #7: PLEASE SHOW HEIGHT OF CONDENSER   ABOVE FINISHED ROOF TO BE IN COMPLIANCE WITH FBC TABLE   1509.7. ALSO, PRE-ENGINEERED A/C STANDS ARE STRUCTURAL   COMPONENTS AND REQUIRE PRODUCT APPROVAL. PLEASE PROVIDE   PRODUCT APPROVAL DOCUMANTATION AND INSTALLATION   INSTRUCTIONS IN ACCORDANCE WITH THEIR LISTING. FAC   9B-72.       19. PLEASE SHOW ALL OUTDOOR EQUIPMENT SECURED TO   STRUCTURE IN A MANNER THAT MEETS 140 MPH WIND LOADS PER   FBC,M 301.13 AND FBC SEC.1609.       20. FIRE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE   DAMPERS AND CEILING DAMPERS LOCATED WITHIN AIR   DISTRIBUTION AND SMOKE CONTROL SYSTEMS SHALL BE   INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS   SECTION, AND THE MANUFACTURER?S INSTALLATION   INSTRUCTIONS AND LISTING. FBC,M 607.2       21. PLEASE SHOW MEANS OF SECONDARY/AUXILIARY DRAIN   PROTECTION FOR ALL AHU'S AND CRU-1 PER FBC,M 307.2.3.       22. M1.01 EMERGENCY STORAGE ROOM 1-113: FLEXIBLE DUCTS   AND AIR CONNECTORS SHALL NOT PASS THROUGH ANY   FIRE-RESISTANCE-RATED ASSEMBLY. FBC,M 607.7       23. M2.01: WHERE EQUIPMENT AND APPLIANCES REQUIRING   ACCESS ARE INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT   A HEIGHT EXCEEDING 16 FEET, SUCH ACCESS SHALL BE   PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE   EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO   THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. SUCH   ACCESS SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS   GREATER THAN 30 INCHES (762 MM) HIGH OR WALKING ON   ROOFS HAVING A SLOPE GREATER THAN 4 UNITS VERTICAL IN   12 UNITS HORIZONTAL (33-PERCENT SLOPE).       24. ENERGY CALCULATIONS SHALL BE SIGNED AND SEALED BY   AN ARCHITECT OR ENGINEER LICENSED TO PRACTICE IN THE   STATE OF FLORIDA. DESIGN PROFESSIONALS RESPONSIBLE   UNDER FLORIDA LAW FOR THE DESIGN OF LIGHTING,   ELECTRICAL, MECHANICAL, AND PLUMBING SYSTEMS AND THE   BUILDING SHELL, SHALL CERTIFY COMPLIANCE OF THOSE   BUILDING SYSTEMS WITH THE CODE BY SIGNING AND PROVIDING   THEIR PROFESSIONAL REGISTRATION NUMBER ON THE ENERGY   CODE FORM PROVIDED AS PART OF THE PLANS AND   SPECIFICATIONS TO THE BUILDING DEPARTMENT. FBC   13-103.1.1.1       25. ENERGY CALCULATIONS: INPUT DATA REPORT; NO DETAIL   OR INFORMATION COULD BE FOUND IN PLANS WHICH CORRESPOND   WITH THE EXTERIOR WALL/INSULATION ASSEMBLY OR THE   ROOF/INSULATION ASSEMBLY AS THEY ARE SHOWN IN THE   REPORT. PLEASE PROVIDE SUFFICIENT INFORMATION ON PLANS   AND ENSURE THAT CONSTRUCTION TYPES ARE CORRELATED ON   PLANS AND ENERGY CALCULATIONS. FBC 106.1.1       IF YOU HAVE ANY QUESTINS PLEASE CONTACT:   RONALD J REGUEIRO   561.805.6719   [email protected] Review Stop P PLUMBING Rev No 9 Status P Date 2009-06-26 Cont ID   Sent By kstevens Date 2009-06-26 Time 11:45 Rev Time 0.00 Received By kstevens Date 2009-06-26 Time 11:45 Sent To   Notes 2009-06-26 11:46:13 REVISION OK -- SHT P-2.6 Review Stop P PLUMBING Rev No 8 Status F Date 2009-05-14 Cont ID   Sent By kstevens Date 2009-05-14 Time 10:24 Rev Time 0.00 Received By kstevens Date 2009-05-14 Time 10:24 Sent To   Notes 2009-05-14 10:30:10 DENIED   REFERENCE:   FBC-2004 PLUMBING       1. SHT P-2.6 THE COMBINATION FITTING BETWEEN ROOF   DRAINS LOCATED BY COL. LINES 1-2/A-C IS AGAINST THE   FLOW OF THE DRAINAGE. SECTION 706.3. PLEASE CORRECT.       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 7 Status P Date 2009-05-14 Cont ID   Sent By kstevens Date 2009-05-14 Time 10:24 Rev Time 0.00 Received By kstevens Date 2009-05-13 Time 16:54 Sent To   Notes 2009-05-14 10:25:48 REVISIONS OK -- SHTS P-2.1, P-2.2, P-2.3, P-2.4 & P-2.5   REV 24. Review Stop P PLUMBING Rev No 6 Status P Date 2009-04-03 Cont ID   Sent By kstevens Date 2009-04-03 Time 15:57 Rev Time 0.00 Received By kstevens Date 2009-04-03 Time 15:57 Sent To   Notes 2009-04-03 15:58:00 REVISIONS OK -- SHTS IR-1 & IR-2. Review Stop P PLUMBING Rev No 5 Status F Date 2009-01-21 Cont ID   Sent By kstevens Date 2009-01-21 Time 16:53 Rev Time 0.00 Received By kstevens Date 2009-01-21 Time 16:53 Sent To   Notes 2009-01-21 16:55:51 REVISION DENIED   REFERENCE:   FBC-2004 PLUMBING   FBC-2004 CHAPTER 1       1. SHT P-3.3 WATER RISER DIAGRAMS FOR THE THIRD FLOOR   AND FOURTH FLOOR DO NOT REFLECT THE CHANGES FOR THE   WATER PIPING INDICATED WITH REVISION NUMBER 17 SHOWN ON   THE FLOOR PLAN. PLEASE CORRELATE. SECTIONS 106.1.1 &   601.1.       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. 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 P Date 2009-01-21 Cont ID   Sent By kstevens Date 2009-01-21 Time 16:52 Rev Time 0.00 Received By kstevens Date 2009-01-21 Time 16:51 Sent To   Notes 2009-01-21 16:53:03 REVISIONS OK -- SHTS P-2.1, P-2.2, P-2.3, P-2.4, P-2.5,   P-2.7, P-3.1 & P-3.2. Review Stop P PLUMBING Rev No 3 Status P Date 2008-01-31 Cont ID   Sent By kstevens Date 2008-01-16 Time 16:24 Rev Time 0.00 Received By kstevens Date 2007-12-28 Time 16:45 Sent To   Notes ***NONE*** Review Stop P PLUMBING Rev No 2 Status F Date 2007-10-22 Cont ID   Sent By kstevens Date 2007-10-22 Time 17:06 Rev Time 0.00 Received By kstevens Date 2007-10-19 Time 18:57 Sent To   Notes 2007-10-22 17:05:40 DENIED   REFERENCE: FBC-2004 PLUMBING   FBC-2004 FUEL GAS   FBC-2004 BUILDING   FBC-2004 CHAPTER 1   FBC-2004 CHAPTER 11   FLORIDA ADMINISTRATIVE CODE   FLORIDA STATUTES       ****FROM PREVIOUS REVIEW, COMMENT NUMBERS TO REMAIN THE   SAME TO AVOID CONFUSION:       SUBMITTED AS PLAN REVIEW:       1. OK   2. OK   3. OK       4. SHT A2.06 SUBMIT CALCULATIONS FOR THE PRIMARY AND   SECONDARY ROOF DRAINS. SHOW THE SQUARE FOOTAGE AREA FOR   EACH ROOF DRAIN AND 1/2 AREA OF ALL VERTICLE WALLS   INCLUDING PARAPETS ADDED TO THE CALCULATIONS. SHOW   TOTAL AREA BEING DRAINED FOR EACH DRAIN. THIS IS FOR   ALL ROOF & ROOF/DECK LEVELS. SECTIONS 1106 & 1107 WITH   ALL SUBSECTIONS & TABLE 1106.3.   ****RESPONSE NOTED, BUT THE RESPONSE DOES NOT ADDRESS   THE COMMENT. --THE SQUARE FOOTAGE BEING DRAINED BY   EACH ROOF DRAIN IS NOT INDICATED.--NO CALCULATION   FOR THE LOWER ROOFS OR UPPER ROOFS FOR THE STAIRWAY   WERE FOUND.--THE CALCULATIONS FOUND ON SHT. A2.06   WERE INDICATED AS OVERFLOW SCUPPER SECONDARY ROOF   CALCULATIONS.--SHOW THE SQUARE FOOTAGE OF EACH AREA   WITH THE VERTICAL CONTRIBUTION FOR THAT AREA, NOT TOTAL   AREA FOR THE WHOLE ROOF AS NOT ALL AREAS DRAIN THE SAME   TOTAL AREA.       5. OK       6. SHT A400 DETAILS 1, 2 & 3 SHOW THE TURNING AREA IN   THE TOILET ROOM, NOT THE STALL. SECTION 11-4.22.3.   ****RESPONSE NOTED, BUT THE TURNING AREAS ARE NOT   INDICATED IN THE TOILET ROOMS.       7. OK       8. A400 PLEASE SHOW COMPLIANCE WITH SECTION 11-4.18.4   FLUSH CONTROLS.   ****RESPONSE NOTED, BUT NO INFORMATION ON THE URINAL   FLUSH CONTROLS FOUND.       9. OK       10. SHT A400 ACCESSIBLE SHOWERS SHALL SHOW COMPLIANCE   WITH THE FOLLOWING:   A. 11-4.21.2 SIZE AND CLEARANCE   ****RESPONSE NOTED, BUT THE SHOWER IS INDICATED AS   36"X40". THE REQUIREMENT IS FOR THE SHOWER TO BE   36"X36".   B. OK   C. OK   D. OK   E. OK       11. OK   12. OK   NOTE: THE GARBAGE DISPOSAL IS NOT ALLOWED IN THE CLEAR   FLOOR SPACE/KNEE CLEARANCE. THE GARBAGE DISPOSAL SHALL   BE ADA APPROVED OFFSET TYPE.       13. OK   14. OK       15. SHT A4.02 THE SINK IN ROOM 1-110 SHALL BE   ACCESSIBLE. SUBMIT A DETAIL SHOWING COMPLIANCE WITH   SECTION 11-4.24 AND ALL SUBSECTIONS. (NO CABINET DOORS   ALLOWED IN THE CLEAR FLOOR SPACE).   ****RESPONSE NOTED, BUT SHOW COMPLIANCE WITH THE   FOLLOWING:   A. 11-4.24.4 SINK DEPTH - THE MODEL NUMBER INDICATED   ON THE PLANS DOES NOT COMPLY WITH REQUIREMENT FOR THE   SINK TO BE A MAXIMUM 6-1/2". (SEE ATTACHED SHEET).   B. 11-4.24.6 EXPOSED PIPES & SURFACES   C. 11-4.24.7 FAUCETS       16. SHT A4.07 THE SINK IN THE CONFERENCE ROOM 3-311   SHALL BE ACCESSIBLE. SUBMIT A DETAIL SHOWING COMPLIANCE   WITH SECTION 11-4.24 & ALL SUBSECTIONS.   ****RESPONSE NOTED, BUT SHOW COMPLIANCE WITH THE   FOLLOWING:   A. 11-4.24.4 SINK DEPTH - THE MODEL NUMBER INDICATED   ON THE PLANS DOES NOT COMPLY WITH REQUIREMENT FOR THE   SINK TO BE A MAXIMUM 6-1/2". (SEE ATTACHED SHEET).   B. 11-4.24.6 EXPOSED PIPES & SURFACES   C. 11-4.24.7 FAUCETS       17. OK   18. OK   19. OK       20. SHT P-2.2 RISER 8R MINIMUM 5" REQUIRED FOR 1800SF   PER TABLE 1106.3. 4" IS SHOWN.   ****RESPONSE NOTED, BUT THE PIPE SLOPE IS NOT INDICATED   ON THE PLANS AS INDICATED. THERE WERE MANY CHANGES TO   THE SHEET AND I DO NOT SEE THE 1800SF.       21. OK   22. OK   23. OK       24. SHT P-3.1 RISER 2R SHOWS WATER SUPPLY TO WHAT IS   CALLED "WATERLESS URINALS". THE URINALS ARE ALSO   DESIGNATED AS P-4 ON THE WATER RISER DIAGRAM. PLEASE   CLARIFY. SECTION 106.1.1. --THE HOSE BIBBS REQUIRE A   SHUT-OFF-VALVE ON THE WATER SUPPLY TO EACH HOSE BIBB.   SECTION 606.2.2.   ****RESPONSE NOTED, BUT THE MINIMUM SIZE FOR A HOSE   BIBB IS 1/2" AND THE PLANS SHOW 3/8" SHUT OFF VALVES.   SECTION 604.5. THE SHUT OFF VALVE IS TO BE THE SAME   SIZE AS THE HOSE BIBB.       25. OK   26. OK   27. OK       28. SHT P-3.1 RISER 6R NO WATER SUPPLY TO THE DRINKING   FOUNTAINS ON THE 3RD & 4TH FLOORS.PLEASE CLARIFY.   SECTION 106.1.1.--SHUT OFF VALVES REQUIRED ON THE   SUPPLY LINES FOR EACH HOSE BIBB. SECTION 606.2(2).--   SHOWS 2 P-5 FIXTURESNOT SHOWN ON THE FLOOR PLAN.   PLEASE CLARIFY. SECTION 106.1.1.   ****RESPONSE NOTED, BUT THE MINIMUM SIZE FOR A HOSE   BIBB IS 1/2" AND THE PLANS SHOW 3/8" SHUT OFF VALVES.   SECTION 604.5. THE SHUT OFF VALVE IS TO BE THE SAME   SIZE AS THE HOSE BIBB.--ALSO THE RISER NOW SHOWS AN   EXTRA P-3 FIXTURE, (CHANGED FROM THE P-5), AND THERE IS   AN EXTRA P-4 FIXTURE INDICATED IN THE WOMEN'S TOILET   ROOM.       29. SHT P-3.1 RISER 7R DOES NOT SHOW DRAINAGE, WASTE &   VENT TO THE DRINKING FOUNTAINS. ALSO THE VENT LINE   SHOWN ON THE RISER IS NOT SHOWN ON THE FLOOR PLAN.   PLEASE CLAIRFY. SECTION 106.1.1.       30. SHT P-3.1 RISER 8R NO WATER SUPPLY FOR THE DRINKING   FOUNTAINS. PLEASE CLARIFY. SECTION 106.1.1.--SHUT   OFF VALVES REQUIRED FOR HOSE BIBB SUPPLY LINES. SECTION   606.2.(2) --SHOWS A P-5 FIXTURENOT SHOWN ON THE   FLOOR PLAN. PLEASE CLARIFY. SECTION 106.1.1.--NO   SLEEVE FOR WATER RISERS INDICATED ON THE FLOOR PLAN.   PLEASE CLARIFY. SECTION 106.1.1.   ****RESPONSE NOTED, BUT THE P-5 FIXTURE WAS CHANGED TO   A P-3 AND THAT IS ONE P-3 TOO MANY. ALSO THERE IS A P-4   FIXTURE IN THE WOMEN'S TOILET ROOM.--NO SLEEVES   SHOWN FOR THE WATER RISERS.       31. OK       32. SHT P-3.1 RISER 12R REVENT AT THE TOP OF THE RISER   DOES NOT REFLECT THE FLOOR PLAN. THE FLOOR PLAN SHOWS   VTR AT ONE FIXTURE, AND THE RISER SHOWS VTR AT ANOTHER   FIXTURE. ALSO SHOW THE COMPLETE REVENT ON THE FLOOR   PLAN. SECTION 106.1.1.   ****RESPONSE NOTED, BUT THE FLOOR PLAN DOES NOT SHOW   THE RE-VENT FROM P-11 4TH FLOOR TO P-11 ON THE 5TH   FLOOR.       33. ALL FLOOR PLANS. SHOW ALL RISER DESIGNATIONS FOR   ALL SYSTEMS ON ALL FLOOR PLAN SHEETS IN ORDER TO BE   ABLE TO TRACE THE RISERS FROM UNDERGROUND TO   TERMINATION IN THE BUILDING OR VTR. SECTION 106.1.2.   ****RESPONSE NOTED, BUT RISER 6R/P-3.2 IS NOT SHOWN ON   THE 2ND THRU 4TH FLOORS. ALSO CHECK RISER 2R/P-3.2.   PLEASE CHECK ALL FLOORS AND SEE THAT ALL RISER   DESIGNATIONS SHOWN REFLECT THE INFORMATION INDICATED ON   THE FLOOR PLAN.       34. SHT P-3.2 RISER 1R DOES NOT REFLECT THE FLOOR PLAN.   WHEN RESUBMITTING PLEASE INDICATE THE DFU'S AS THEY   ACCUMULATE IN THE SYSTEM. SECTION 106.1.1. PLEASE   CORRELATE.   ****RESPONSE NOTED, BUT THE FLOOR SINK REQUIRED AT THE   ICE MACHINE IS NOT SHOWN. SECTIONS 802.3 & 802.3.2. A   FLOOR DRAIN IS NOT AN APPROVED INDIRECT WASTE   INTERCEPTOR.       35. OK       36. SHT P-3.2 RISER 4R DOES NOT REFLECT THE FLOOR PLAN.   SHOWS 2 P-13 FIXTURES ON EACH FLOOR ON THE RISER BUT   ONLY ONE ON THE FLOOR PLAN. PLEASE CORRELATE. SECTION   106.1.1.   ****RESPONSE NOTED, BUT SHOW COMPLETE RISER INCLUDING   BUILDING DRAIN PIPING OUT OF THE BUILDING. THE FIRST   FLOOR W/P-13 BOX IS NOT SHOWN ON THE 1ST FLOOR. THE   W/P-13 BOX IS SHOWN ON THE OTHE SIDE OF THE RISERON   THE 3RD FLOOR. PLEASE CORRELATE RISER AND FLOOR PLAN.       37. SHT P-3.2 RISER 5R DOES NOT REFLECT THE FLOOR PLAN.   PLEASE CORRELATE.--MINIMUM 8" REQUIRED FOR 6000SF   PER TABLE 1106.3.--SHOW THE SQUARE FOOTAGE AS IT   ACCUMULATES IN THE SYSTEM. SECTION 106.1.1.   ****RESONSE NOTED, BUT THE COMPLETE RISER INCLUDING THE   BUILDING DRAIN PIPING OUT OF THE BUILDING SHALL BE   SHOWN ON THE RISER DIAGRAM. SHOW ALL CLEANOUTS REQUIRED   BY SECTION 1101.8 ON THE RISER DIAGRAM.       38. SHT P-3.2 RISER 8R THE SQUARE FOOTAGE AT THE ROOF   DRAINS DOES NOT REFLECT THE SQUARE FOOTAGE SHOWN ON THE   FLOOR PLAN. PLEASE CORRELATE SECTION 106.1.1.--   MINIMUM 5" REQUIRED FOR 1780SF. TABLE 1106.3.   ****RESPONSE NOTED, BUT NOW THE ADDITION IS INCORRECT.   THE TOTAL SHOULD BE 2,750SF, NOT 2,650SF OR 3,110SF AS   SHOWN ON THE RISER. TABLE 1106.3.       39. OK       40. SHT P-3.3 RISER 1R DOES NOT REFLECT THE FLOOR PLAN   IN MANY AREAS. PLEASE CORRELATE. SECTION 106.1.1.--   THE WATER HAMMER ARRESTORS SHALL BE LOCATED NEAR THE   FIXTURES IN AN "EFFECTIVE RANGE" NOT IN THE CEILING AS   SHOWN. PDI-WH 201 AND MANUF. INSTALLATION INSTRUCTIONS.   --AWATER HAMMER ARRESTOR IS REQUIRED ON THE ICE   MAKER LINE PER SECTION 604.9.   ****RESPONSE NOTED, BUT THE RISER STILL HAS MANY AREAS   THAT DOES NOT REFLECT THE FLOOR PLAN. ALSO P-10 SHOWS   THE HOT ON THE RIGHT SIDE OF THE FIXTURE. THE HOT WATER   SHALL BE ON THE LEFT SIDE OF THE FIXTURE PER SECTION   607.4.--NOT ALL RISER DESIGNATIONS ARE SHOWN ON THE   FLOOR PLAN.--WATER TO P-6 IN CEILING, THE WATER TO   THE FUME HOOD IN THE CEILING, & THE 2 SUPPLY BRANCHES   TO 2R/P-3.1 DO NOT REFLECT THE FLOOR PLAN.       41. SHT P-3.3 RISER 2R DOES NOT REFLECT THE FLOOR PLAN   AT THE LINE TO THE AC UNIT. (BACKFLOW PREVENTION   REQUIRED ON THIS LINE). SECTION 608.--THE WATER   HAMMER ARRESTORS SHALL BE LOCATED NEAR THE FIXTURES IN   AN "EFFECTIVE RANGE" NOT IN THE CEILING AS SHOWN.   PDI-WH 201 AND MANUF. INSTALLATION INSTRUCTIONS.   ****RESPONSE NOTED, BUT THE LINE TO THE A/C UNIT IS NOT   SHOWN ON THE RISER DIAGRAM.--THE HOT WATER TO   FIXTURE P-10 SHOWS THE HOT TO THE RIGHT SIDE OF THE   FIXTURE. HOT WATER SHALL BE TO THE LEFT PER SECTION   607.4.       42. OK   43. OK DELETED NAT. GAS       **********NEW COMMENTS**********       1B. SHT A4.01 DETAIL FOR MEN'S AND WOMENS RESTROOM   TYPICAL DETAILS A4.01(2) & (4). THE FLUSH CONTROLS FOR   THE W/C SHALL BE ON THE WIDE SIDE PER SECTION   11-4.16.5. THE FLUSH CONTROLS ARE SHOWN ON THE WALL   SIDE. PLEASE CORRECT DETAILS.       2B. SHT P2.2 SHOWS 6" RWL 3,100SF & ALSO NOW INDICATES   6" RWL 4,600SF FOR THE SAME RISER. PLEASE CLARIFY.   SECTION 106.1.1.       3B. SUBMIT THE MANUF. SPECIFICATION SHEETS FOR THE   GARBAGE DISPOSAL. SHOW ADA COMPLIANCE. SECTION 106.1.2   & 11-4.24.5.       WHEN RESUBMITTING PLANS PLEASE INDICATE   THE REVISION & REMOVE & REPLACE ANY   PAGES AS NECESSARY. A TRANSMITTAL LETTER   LISTING THE ORIGINAL REVIEW COMMENT NUMBER,   WITH A DESCRIPTION OF THE REVISION   MADE, IDENTIFYING THE SHEET OR SPECIFICATION   PAGE WHERE THE CHANGES CAN BE FOUND   WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE ALL VOID   SHEETS FROM ALL PLANS AND PLACE ONE SET OF THEM LOOSELY   ON TOP OF THE COLLATED PLANS TO BE REVIEWED. THANK YOU   FOR YOUR ANTICIPATED COOPERATION.       REVIEW BY KEN STEVENS   (561) 805-6721   FAX (561) 805-6731   E-MAIL [email protected] Review Stop P PLUMBING Rev No 1 Status F Date 2007-06-30 Cont ID   Sent By kstevens Date 2007-06-30 Time 14:42 Rev Time 0.00 Received By kstevens Date 2007-06-29 Time 18:59 Sent To   Notes 2007-06-30 17:50:43 DENIED   REFERENCE: FBC-2004 PLUMBING   FBC-2004 FUEL GAS   FBC-2004 BUILDING   FBC-2004 CHAPTER 1   FBC-2004 CHAPTER 11   FLORIDA ADMINISTRATIVE CODE   FLORIDA STATUTES       SUBMITTED AS PLAN REVIEW:       1. ALL CIVIL SHEETS, THE SEAL SHALL IMPRESS ALL   INFORMATION REQUIRED BY FAC61G15-23.001. MUCH OF THIS   INFORMATION IS NOT LEGIBLE. PLEASE RESEAL ALL SHEETS SO   THAT ALL INFORMATION REQUIRED ON THE IMPRESSION TYPE   SEAL IS LEGIBLE. FS 471.025.       2. ALL CIVIL SHEETS,THE EB NUMBER, (CERTIFICATE OF   AUTHORIZATION), IS REQUIRED IN THE TITLE BLOCK FOR THE   ENGINEERING DEPARTMENT OF THE BUSINESS. FAC   61G15-23.002(2).       3. SHT A203 THE CONFERENCE ROOM SINK SHALL BE   ACCESSIBLE. PLEASE PROVIDE A DETAIL SHOWING COMPLIANCE   WITH SECTION 11-4.24 AND ALL SUBSECTIONS.       4. SHT A2.06 SUBMIT CALCULATIONS FOR THE PRIMARY AND   SECONDARY ROOF DRAINS. SHOW THE SQUARE FOOTAGE AREA FOR   EACH ROOF DRAIN AND 1/2 AREA OF ALL VERTICLE WALLS   INCLUDING PARAPETS ADDED TO THE CALCULATIONS. SHOW   TOTAL AREA BEING DRAINED FOR EACH DRAIN. THIS IS FOR   ALL ROOF & ROOF/DECK LEVELS. SECTIONS 1106 & 1107 WITH   ALL SUBSECTIONS & TABLE 1106.3.       5. SHT A2.09 FINISH SCHEDULE. PER SECTION 1210.2 WALLS   WITHIN 2FT OF WATER CLOSETS AND URINALS SHALL HAVE A   SMOOTH, HARD & NONABSORBENT SURFACE. EPOXY PAINT IS NOT   AN APPROVED SURFACE AND DOES NOT COMPLY WITH THE "HARD"   REQUIREMENT.       6. SHT A400 DETAILS 1, 2 & 3 SHOW THE TURNING AREA IN   THE TOILET ROOM, NOT THE STALL. SECTION 11-4.22.3.       7. SHT A400 STALLS IN DETAILS 2 & 3 DO NOT MEET THE   REQUIREMENT SHOWN IN FIG 11-30E. A MINIMUM 60" CLEAR   FLOOR SPACE FOR THE WATER CLOSET, FROM THE WALL TO THE   SIDE OF THE LAV IS REQUIRED. THE LAV CAN NOT BE IN THE   CLEAR FLOOR SPACE FOR THE W/C. SECTION 11-4.17.3   (EXCEPTION NEW CONSTRUCTION).       8. A400 PLEASE SHOW COMPLIANCE WITH SECTION 11-4.18.4   FLUSH CONTROLS.       9. SHT A400 EMPLOYEE WELLNESS THE STANDARD STALL SHALL   CONTAIN AN ACCESSIBLE LAV WITHIN IT. SECTION 11-4.17.3   (EXCEPTION NEW CONSTRUCTION), AND BE THE SIZE AND   ARRANGEMENT REQUIRED BY FIGURE 11-30E.       10. SHT A400 ACCESSIBLE SHOWERS SHALL SHOW COMPLIANCE   WITH THE FOLLOWING:   A. 11-4.21.2 SIZE AND CLEARANCE   B. 11-4.21.4 GRAB BAR HEIGHT   C. 11-4.21.5 CONTROLS   D. 11-4.21.6 SHOWER UNIT   E. 11-4.21.7 CURBS       11. SUBMIT A DETAIL FOR THE SINK IN THE LUNCH ROOM,   (2-244), SHOWING COMPLIANCE WITH SECTION 11-4.24 AND   ALL SUBSECTIONS. FORWARD APPROACH CLEAR FLOOR SPACE IS   REQUIRED AND CABINET DOORS ARE NOT ALLOWED IN THE CLEAR   FLOOR SPACE.       12. SHT A406 SHOW THE FOLLOWING INFORMATION ON THE   DETAIL:   A. 11-4.24.3 KNEE CLEARANCE   B. 11-4.24.4 SINK DEPTH   C. 11-4.24.6 EXPOSED PIPES & SURFACES   D. 11-4.24.7 FAUCETS   NOTE: THE GARBAGE DISPOSAL IS NOT ALLOWED IN THE CLEAR   FLOOR SPACE/KNEE CLEARANCE. THE GARBAGE DISPOSAL SHALL   BE ADA APPROVED OFFSET TYPE.       13. SHT A4.01 NOTES FOR MENS, WOMENS& UNISEX TOILET   INDICATE TILE PATTERN ONLY ON THE WET WALLS & INDICATES   THE OTHER WALLS TO BE PAINTED WITH EPOXY PAINT. SEE   SECTION 1210.2 REQUIREMENTS FOR WALLS WITHIN 2FT OF   WATER CLOSETS & URINALS. SHOW COMPLIANCE FOR SMOOTH,   HARD, NONABSRORBENT SURFACE.       14. SHT A4.02 MENS RESTROOM 1-117B SHOWS EPOXY PAINT ON   THE WALL NEXT TO THE W/C. THIS IS NOT APPROVED PER   SECTION 1210.2. PLEASE INDICATE A HARD SURFACE TO SHOW   COMPLIANCE WITHIN 2FT OF THE W/C AND/OR URINAL.       15. SHT A4.02 THE SINK IN ROOM 1-110 SHALL BE   ACCESSIBLE. SUBMIT A DETAIL SHOWING COMPLIANCE WITH   SECTION 11-4.24 AND ALL SUBSECTIONS. (NO CABINET DOORS   ALLOWED IN THE CLEAR FLOOR SPACE).       16. SHT A4.07 THE SINK IN THE CONFERENCE ROOM 3-311   SHALL BE ACCESSIBLE. SUBMIT A DETAIL SHOWING COMPLIANCE   WITH SECTION 11-4.24 & ALL SUBSECTIONS.       17. SHT P-1.1 WATER HEATER 'B' DETAIL THERMAL EXPANSION   CONTROL IS REQUIRED. PLEASE INDICATE METHOD. SECTION   607.3.2..THE FLOOR DRAIN IS NOT AN APPROVED INDIRECT   WASTE RECEPTOR. A FLOOR SINK OR A HUB DRAIN IS REQUIRED   PER SECTIONS 802.3 OR 802.3.2.       18. SHT P-1.1 WATER HEATER 'A' DETAIL THERMAL EXPANSION   CONTROL IS REQUIRED. PLEASE INDICATE METHOD. SECTION   607.3.2.       19. SHT P-2.1 INDICATES A FIXTURE P-15. THIS IS NOT   SHOWN ON THE PLUMBING FIXTURE SCHEDULE ON SHT P-1.1.   PLEASE CLARIFY. SECTION 106.1.1.       20. SHT P-2.2 RISER 8R MINIMUM 5" REQUIRED FOR 1800SF   PER TABLE 1106.3. 4" IS SHOWN.       21. SHTS P-2.3 & P-2.4 PLAN NOTE #12 INDICATED ON THE   COLD WATER TO TOILET ROOMS IS NOT SHOWN ON THE PLAN   NOTES. PLEASE CLARIFY. SECTION 106.1.1.       22. SHT P-2.5 INDICATES LAVS WITH EYE WASH IN THE   ACCESSIBLE STALLS. PLEASE CLARIFY. SECTION 106.1.1.       23. SHT P-3.1 RISER 1R SHOWS 3 P-4 FIXTURES, BUT THE   FLOOR PLAN SHOWS 1 P-4 & 2 P-14 FIXTURES.PLEASE   CLARIFY. SECTION 106.1.1.       24. SHT P-3.1 RISER 2R SHOWS WATER SUPPLY TO WHAT IS   CALLED "WATERLESS URINALS". THE URINALS ARE ALSO   DESIGNATED AS P-4 ON THE WATER RISER DIAGRAM. PLEASE   CLARIFY. SECTION 106.1.1. --THE HOSE BIBBS REQUIRE A   SHUT-OFF-VALVE ON THE WATER SUPPLY TO EACH HOSE BIBB.   SECTION 606.2.2.       25. SHT P-31 RISER 3R DOES NOT SHOW DRAINAGE, WASTE &   VENT TO THE DRINKING FOUNTAINS. ALSO THE VENT LINE   SHOWN ON THE RISER IS NOT SHOWN ON THE FLOOR PLAN.   PLEASE CLAIRFY. SECTION 106.1.1.       26. SHT P-3.1 RISER 4R NO WATER SUPPLY FOR THE DRINKING   FOUNTAINS. PLEASE CLARIFY. SECTION 106.1.1.--SHUT   OFF VALVES REQUIRED FOR HOSE BIBB SUPPLY LINES. SECTION   606.2.(2).       27. SHT P-3.1 RISER 5R DOES NOT SHOW DRAINAGE, WASTE &   VENT TO THE DRINKING FOUNTAINS. ALSO THE VENT LINE   SHOWN ON THE RISER IS NOT SHOWN ON THE FLOOR PLAN.   PLEASE CLAIRFY. SECTION 106.1.1.       28. SHT P-3.1 RISER 6R NO WATER SUPPLY TO THE DRINKING   FOUNTAINS ON THE 3RD & 4TH FLOORS.PLEASE CLARIFY.   SECTION 106.1.1.--SHUT OFF VALVES REQUIRED ON THE   SUPPLY LINES FOR EACH HOSE BIBB. SECTION 606.2(2).--   SHOWS 2 P-5 FIXTURESNOT SHOWN ON THE FLOOR PLAN.   PLEASE CLARIFY. SECTION 106.1.1.       29. SHT P-3.1 RISER 7R DOES NOT SHOW DRAINAGE, WASTE &   VENT TO THE DRINKING FOUNTAINS. ALSO THE VENT LINE   SHOWN ON THE RISER IS NOT SHOWN ON THE FLOOR PLAN.   PLEASE CLAIRFY. SECTION 106.1.1.       30. SHT P-3.1 RISER 8R NO WATER SUPPLY FOR THE DRINKING   FOUNTAINS. PLEASE CLARIFY. SECTION 106.1.1.--SHUT   OFF VALVES REQUIRED FOR HOSE BIBB SUPPLY LINES. SECTION   606.2.(2) --SHOWS 2 P-5 FIXTURESNOT SHOWN ON THE   FLOOR PLAN. PLEASE CLARIFY. SECTION 106.1.1.--NO   SLEEVE FOR WATER RISERS INDICATED ON THE FLOOR PLAN.   PLEASE CLARIFY. SECTION 106.1.1.       31. SHT P-3.1 RISER 9R CONDENSATE OFFSET DOES NOT   REFLECT THE FLOOR PLAN. FLOOR PLAN SHOWS THE SANT. RWL   & CONDENSATE ALL OFFSETTING ON THE SAME FLOOR. PLEASE   CLARIFY. SECTION 106.1.1.       32. SHT P-3.1 RISER 12R REVENT AT THE TOP OF THE RISER   DIES NOT REFLECT THE FLOOR PLAN. FLOOR PLAN SHOWS VTR   AT ONE FIXTURE, AND RISER SHOWS VTR AT ANOTHER FIXTURE.   ALSO SHOW COMPLETE REVENT ON THE FLOOR PLAN. SECTION   106.1.1.       33. ALL FLOOR PLANS. SHOW ALL RISER DESIGNATIONS FOR   ALL SYSTEMS ON ALL FLOOR PLAN SHEETS IN ORDER TO BE   ABLE TO TRACE THE RISERS FROM UNDERGROUND TO   TERMINATION IN THE BUILDING OR VTR. SECTION 106.1.2.       34. SHT P-3.2 RISER 1R DOES NOT REFLECT THE FLOOR PLAN.   WHEN RESUBMITTING PLEASE INDICATE THE DFU'S AS THEY   ACCUMULATE IN THE SYSTEM. SECTION 106.1.1. PLEASE   CORRELATE.       35. SHT P-3.2 RISER 2R DOES NOT REFLECT THE FLOOR PLAN   AT THE OFFSET. SECTION 106.1.1. PLEASE CORRELATE.       36. SHT P-3.2 RISER 4R DOES NOT REFLECT THE FLOOR PLAN.   SHOWS 2 P-13 FIXTURES ON EACH FLOOR ON THE RISER BUT   ONLY ONE ON THE FLOOR PLAN. PLEASE CORRELATE. SECTION   106.1.1.       37. SHT P-3.2 RISER 5R DOES NOT REFLECT THE FLOOR PLAN.   PLEASE CORRELATE.--MINIMUM 8" REQUIRED FOR 6000SF   PER TABLE 1106.3.--SHOW THE SQUARE FOOTAGE AS IT   ACCUMULATES IN THE SYSTEM. SECTION 106.1.1.       38. SHT P-3.2 RISER 8R THE SQUARE FOOTAGE AT THE ROOF   DRAINS DOES NOT REFLECT THE SQUARE FOOTAGE SHOWN ON THE   FLOOR PLAN. PLEASE CORRELATE SECTION 106.1.1.--   MINIMUM 5" REQUIRED FOR 1780SF. TABLE 1106.3.       39. SHT P-3.2 RISER 9R SHOW SQUARE FOOTAGE AS IT   ACCUMULATES IN THE SYSTEM.SECTION 106.1.1.--DRAIN   SIZE DOES NOT REFLECT THE SIZE SHOWN ON THE FLOOR PLAN.   PLEASE CORRELATE.--MINIMUM 5" REQUIRED FOR 1780SF   PER TABLE 1106.3. 4" IS SHOWN AND DOES NOT REFLECT THE   FLOOR PLAN PIPE SIZE. SECTION 106.1.1.       40. SHT P-3.3 RISER 1R DOES NOT REFLECT THE FLOOR PLAN   IN MANY AREAS. PLEASE CORRELATE. SECTION 106.1.1.--   THE WATER HAMMER ARRESTORS SHALL BE LOCATED NEAR THE   FIXTURES IN AN "EFFECTIVE RANGE" NOT IN THE CEILING AS   SHOWN. PDI-WH 201 AND MANUF. INSTALLATION INSTRUCTIONS.   --AWATER HAMMER ARRESTOR IS REQUIRED ON THE ICE   MAKER LINE PER SECTION 604.9.       41. SHT P-3.3 RISER 2R DOES NOT REFLECT THE FLOOR PLAN   AT THE LINE TO THE AC UNIT. (BACKFLOW PREVENTION   REQUIRED ON THIS LINE). SECTION 608.--THE WATER   HAMMER ARRESTORS SHALL BE LOCATED NEAR THE FIXTURES IN   AN "EFFECTIVE RANGE" NOT IN THE CEILING AS SHOWN.   PDI-WH 201 AND MANUF. INSTALLATION INSTRUCTIONS.       42. SUBMIT A ROOF PLAN SHOWING THE LOCATION OF ALL ROOF   DRAIN AND SHOWING THE CALCULATIONS FOR THE ROOF DRAINS.   SECTIONS 1106 & 1107 WITH ALL SUBSECTIONS. ALSO SHOW   THE LOCATION OF ALL VENTS THRU ROOF. PLEASE INDICATED   THE RWL RISER NUMBER ASSOCIATED WITH THE ROOF DRAIN,   AND THE SANITARY RISER ASSOCIATED WITH THE VTR. SECTION   106.1.2.       43. A SEPARATE GAS PERMIT IS REQUIRED. THE FOLLOWING   INFORMATION IS REQUIRED FOR APPROVAL OF THE GAS   PERMIT.       A. SUBMIT AN ISOMETRIC DRAWING THAT   CLEARLY SHOWS ALL CUT SECTIONS OF PIPE   AND CORRESPONDING LENGTHS PER FBC-2004   FUEL GAS CODE.       B. SHOW TYPE OF PIPING MATERIAL BEING   INSTALLED, ALL PIPE SIZES, (AND THE EDH   NUMBER OF CORRUGATED STAINLESS STEEL   TUBING FOR EACH PIPE SIZE IF BEING USED.       C. BTU LOAD OF EACH APPLIANCE AND THE   TOTAL BTU LOAD ON THE SYSTEM. REFER TO   THE FBC-2004 FUEL GAS CODE SECS. 401.8   THRU 402.6.1 AND TABLES 402.4(1) THRU   402.4(33).       D. SHOW THE DISTANCE FROM THE POINT OF   DELIVERY, (METER), TO THE MOST REMOTE   OUTLET IN THE BUILDING AND/OR SYSTEM PER   FBC-2004 FUEL GAS CODE APPENDIX A - USE   OF CAPACITY TABLES A.3.1(4).       E. SUBMIT CALCULATIONS FOR COMBUSTION   AIR (IF APPLICABLE) PER FBC-2004 FUEL   GAS CODE SECTION 304.       F. INDICATE THE DELIVERY PRESSURE (PSI)   PER FBC-2004 FUEL GAS CODE SEC. 402.2.   NATURAL GAS SPECIFY .5 PSI OR 2 PSI.       G. SUBMIT A DETAIL SHOWING THE TYPE,   LOCATION, SIZE AND TERMINATION OF THE   GAS VENTS PER FBC-2004 FUEL GAS CODE   SECS. 502 THRU 505.       H. SUBMIT MANUFACTURE SHEETS FOR ALL GAS   EQUIPMENT TO VERIFY COMPLIANCE WITH   STANDARDS NFPA 54, NFPA 58, AND THE   FBC-2004 FUEL GAS CODE SEC 402.2.       I. CLEARLY SHOW THE LOCATION AND CAP-   ACITY OF LP TANK(S), TYPE OF TANK (DOT   OR ASME), THE DISTANCE OF THE TANK FROM   THE BUILDING AND ADJACENT PROPERTY LINES   THE DISTANCE OF THE TANK FROM ALL SOUR-   CES OF IGNITION, OTHER CONTAINERS, BUILD   INGS, AND THE LOCATION OF ANY BUILDING   OPENINGS BELOW THE RELIEF VALVE OF THE   TANK PER NFPA 58, TABLE 3-2.2.2.       J. CLEARLY INDICATE ON THE PLAN IF THE   LP TANK IS ABOVE OR BELOW GROUND, AND   SHOW REQUIRED PROTECTION OF THE TANK AND APPURTENANCES   PER NFPA 58. IF THE TANK   IS BELOW GROUND THE CONTAINER SHALL BE   SECURILY ANCHORED PER NFPA 58 SECTION   3-2.2.7(H).       WHEN RESUBMITTING PLANS PLEASE INDICATE   THE REVISION & REMOVE & REPLACE ANY   PAGES AS NECESSARY. A TRANSMITTAL LETTER   LISTING THE ORIGINAL REVIEW COMMENT NUMBER,   WITH A DESCRIPTION OF THE REVISION   MADE, IDENTIFYING THE SHEET OR SPECIFICATION   PAGE WHERE THE CHANGES CAN BE FOUND   WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE ALL VOID   SHEETS FROM ALL PLANS AND PLACE ONE SET OF THEM LOOSELY   ON TOP OF THE COLLATED PLANS TO BE REVIEWED. THANK YOU   FOR YOUR ANTICIPATED COOPERATION.       REVIEW BY KEN STEVENS   (561) 805-6721   FAX (561) 805-6731   E-MAIL [email protected] Review Stop Z ZONING Rev No 8 Status P Date 2009-04-28 Cont ID   Sent By aaponte Date 2009-04-28 Time 08:37 Rev Time 0.00 Received By aaponte Date 2009-04-28 Time 08:37 Sent To   Notes 2009-04-28 09:00:45 PROVISO ON REVISIONS FOR PARKING ENTRANCE GATE AND   SIGN:   1. GATED ENTRY SIGN SHALL BE LOCATED INSIDE THE PROJECT   PROPERTY LINE. GATED ENTRY SIGN LOCATION IS NOT   PERMITTED WITHIN THE ROW. ONLY ONE SIGN MAY BE ALLOWED   PER ENTRANCE.   2. MAXIMUM HEIGHT FOR GATED ENTRY SIGN IS 6 FEET TO THE   TOP OF SIGN.   3. NOT LESS THAN 20 LINEAR FEET SHALL BE PROVIDED FOR   CAR QUEING, SHALL OCCUR INTERNAL TO THE LOT, AND SHALL   NOT INTERFERE WITH PEDESTRIAN CIRCULATION ON A PUBLIC   SIDEWALK. GATE ON NORTH ENTRY IS LOCATED ONLY 10 FEET   FROM THE PROPERTY LINE AND DOES NOT PROVIDE ENOUGH   SPACE FOR CAR QUEING. PLEASE RELOCATE GATE TO ALLOW FOR   THE 20 FEET MINIMUM REQUIRED. Review Stop Z ZONING Rev No 7 Status P Date 2009-03-12 Cont ID   Sent By aaponte Date 2009-03-12 Time 17:36 Rev Time 0.00 Received By aaponte Date 2009-03-12 Time 17:36 Sent To   Notes 2009-03-12 17:37:24 PROVISO: BLACK OLIVE TO BE REMOVED AT NE CORNER OF SITE   SHALL BE REPLACED BY A NEW LIVE OAK. Review Stop Z ZONING Rev No 6 Status P Date 2008-11-25 Cont ID   Sent By aaponte Date 2008-11-25 Time 16:17 Rev Time 0.00 Received By aaponte Date 2008-11-25 Time 16:17 Sent To   Notes 2008-11-25 16:22:30 CHILLERS, FUEL STORAGE TANK ROOM AND DUMSPTER WALLS   SHALL BE LANDSCAPED WITH SHRUBS AND HEDGES PLANTED AT 2   FOOT INTERVALS. Review Stop Z ZONING Rev No 5 Status P Date 2008-06-27 Cont ID   Sent By choops Date 2008-06-27 Time 12:03 Rev Time 0.00 Received By choops Date 2008-06-27 Time 12:03 Sent To PC Notes 2008-06-27 12:04:33 ***APPROVED - REVISION #1***       *PER AA Review Stop Z ZONING Rev No 4 Status P Date 2008-03-06 Cont ID   Sent By aaponte Date 2008-03-06 Time 10:22 Rev Time 0.00 Received By aaponte Date 2008-03-06 Time 10:22 Sent To   Notes 2008-03-06 10:24:28 PROVISO: DUMPSTER ENCLOSURE SHALL BE MODIFIED TO FOLLOW   CITY'S STANDARDS ACCORDING TO FIGURE XIV-3 "DIMENSIONAL   REQUIREMENTS AND SPECIFICATIONS FOR TRASH RECEPTACKES"   CONTAINED IN THE ZONING AND LAND DEVELOPMENT   REGULATIONS. Review Stop Z ZONING Rev No 3 Status F Date 2007-12-31 Cont ID   Sent By aaponte Date 2007-12-31 Time 12:35 Rev Time 0.00 Received By aaponte Date 2007-12-31 Time 12:35 Sent To   Notes 2007-12-31 12:42:32 1. PLEASE CLEARLY IDENTIFY THE SIDEWALK ALONG THE WEST   SIDE OF THE NEW ROAD. SIDEWALK SHALL BE CONTINUOUS FROM   CLEMATIS AND DATURA STREET. IF SOD IS PROVIDED AROUND   THE EXSITING BLACK OLIVES, AS INDICATED THE LAST   SUBMITTAL, PLEASE CLEARLY SPECIFY ITS DIMENSIONS AND   DEPICT IT IN THE LANDSCAPE DRAWINGS.   2. PLEASE PROVIDE IRRIGATION FOR EXISTING BLACK OLIVES   TO REMAIN ON WEST SIDE OF NEW ROAD.   3. TREES PLANTED ALONG THE SIDEWALK SHALL BE PLANTED IN   5' BY 5' TREE GRATES. PLEASE SPECIFY IN DRAWINGS. 4.   HEDGES SHALL BE PROVIDED AROUND THE ENTIRE PARKING LOT.   PLEASE PROVIDE HEDGES ALONG THE SOUTHEAST PORTION OF   THE PARKING LOT.   5. TRASH ENCLOUSURE SHALL COMPLY WITH CITY STANDARDS.   DETAIL CAN BE FOUND IN THE ZONING AND LAND DEVELOPMENT   REGULATIONS, ARTICLE XIV, FIGURE XIV-3.   6. CONSIDERING THE TRAFFIC VOLUME OF TAMARIND AVENUE,   THE PLANNING DEPARTMENT RECOMMENDS TO WIDEN THE   EXISTING SIDEWALK ALONG TAMARIND AVENUE TO A MINIMUM OF   12' TO PROVIDE A MORE CONFORTABLE SPACE FOR   PEDESTRIANS. THE LANDSCAPE BUFFER MAY BE REDUCED   ACCORDINGLY. Review Stop Z ZONING Rev No 2 Status F Date 2007-10-12 Cont ID   Sent By aaponte Date 2007-10-11 Time 13:52 Rev Time 0.00 Received By aaponte Date 2007-10-11 Time 13:52 Sent To   Notes 2007-10-12 11:09:54 1. PLEASE INCLUDE PARKING DETAILS TO CONFIRM COMPLIANCE   WITH PARKING STRIPPING AND SPECIFICATIONS FOR CURBS AND   WHEEL STOPS.   2. LANDSCAPE DRAWINGS SHALL INCLUDE STREET TREES ALONG   ALL FRONTAGES NEXT TO THE CURB AND PLANTED IN 5' BY 5'   TREE GRATES. PLEASE CONTACT PLANNING DEPARTMENT AND CRA   TO DETERMINE SPECIAL AGREEMENT FOR STREETSCAPE.   3. IF STREET TREES ARE PLANTED AROUND THE PROPERTY,   THEY WILL COMPETE WITH THE LIVE OAKS PLANTED WIHTIN THE   LANDSCAPE BUFFER. PLEASE PLANT SMALLER SPECIMENS ON THE   LANDSCAPE BUFFER. CONSULTA CITY'S LANDSCAPE PLANNER FOR   RECOMMENDATIONS.   3. A TREE RELOCATION PERMIT SHALL BE OBTAINED FOR THE   REMOVAL OF THE BLACK OLIVES CURRENTLY ON THE SITE. 4.   THE LINE IDENTIFIED AS END OF CONSTRUCTION SHALL BE   BUILT AS A CURB FOR THE EXISTING DRIVEWAY UNTIL THE NEW   ROAD IS BUILT, AS SPECIFIED IN DRAWING C-4. THE   REMAINING SPACE BETWEEN THE CURB AND THE BUILDING SHALL   BE TREATED AS A SIDEWALK. THE SUGGESTED GRASS AREA   CALLED OUT IN DRAWING C-4 IS ACCEPTABLE, HOWEVER IT   SHALL BE DEPICTED IN THE LANDSCAPE DRAWINGS TO INDICATE   ITS EXACT DIMENSIONS. Review Stop Z ZONING Rev No 1 Status F Date 2007-06-30 Cont ID   Sent By astelly Date 2007-06-30 Time 13:09 Rev Time 0.00 Received By astelly Date 2007-06-30 Time 13:09 Sent To   Notes 2007-06-30 13:24:21 AMY STELLY   URBAN DESIGN   822-1440       SITE PLAN APPROVAL IS NEEDED PRIOR TO THE APPLICATION   FOR BUILDING PERMIT.   THE SITE PLAN SUBMITTED SHOWS PARKING ON THE PROPOSED   NEW STREET.   PLEASE REVISE THE SITE PLAN SHOWING THE REMOVAL OF THE   PARKING ISLANDS ON THE NEW STREET.   A PHASING PLAN MUST BE SUBMITTED IN ORDER TO ALLOW   SURFACE PARKING.   A LANDSCAPE PLAN MUST BE SUBMITTED SHOWING THE   ARTICULATION OF THE REQUIRED 20' BUFFERS. Account Summary | Usage Policy | Privacy Policy Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved