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 08090593 Review Stop AD ADDRESSING Rev No 2 Status P Date 2009-04-06 Cont ID   Sent By jnguyen Date 2009-04-06 Time 16:27 Rev Time 0.00 Received By jnguyen Date 2009-04-06 Time 15:23 Sent To   Notes 2009-04-06 16:23:30 I HAVE ANALYZED THE SITE PLANS & CONSULTED WITH JIM   WITMER TO PINPOINT THE EXACT LOCATION OF THE   FREE-STANDING PAVILION AREA (SLIGHTLY TO THE NORTHEAST   OF THE SWA OPERATIONS BUILDING AT 6880 N JOG RD) IN THE   EAST PARCEL BOUNDARY. UNDER PCN# 74424227000001010 -   SEQUENTIAL UNIT RECORD 0008, I HAVE ASSIGNED THIS   PAVILION THE SECONDARY ADDRESS OF 6882 N JOG RD. I   NOTIFIED ALL THE RELEVANT PARTIES VIA E-MAIL & HAVE   RETURNED THE PERMIT APPLICATION FOLDER & SITE PLANS TO   THE BOX. Review Stop AD ADDRESSING Rev No 1 Status P Date 2008-10-22 Cont ID   Sent By jnguyen Date 2008-10-22 Time 14:46 Rev Time 0.00 Received By jnguyen Date 2008-10-22 Time 10:40 Sent To   Notes 2008-10-22 14:32:50 THIS PERMIT# 08090593 IS BEING ATTACHED TO THE WRONG   PCN# 74-42-42-34-00-000-1010 WHEN IT ACTUALLY SHOULD BE   CONNECTED TO PCN# 74-42-42-27-00-000-1010. I HAVE   ISSUED THE EXISTING 6880 N JOG RD TO THE PROPOSED SWA   OPERATIONS BUILDING BECAUSE LILI CREATED THIS ADDRESS   POINT IN GIS ON 12-20-2007 & LISTED IT FOR THIS   SPECIFIC PURPOSE (IN CP LISTED AS UNIT 0006 UNDER THE   CORRECT PCN# 74-42-42-27-00-000-1010). I HAVE ALSO   ISSUED 6890 N JOG RD FOR THE PROPOSED SWA MAINTENANCE   BUILDING (IN CP LISTED AS UNIT 0007 UNDER THE CORRECT   PCN# 74-42-42-27-00-000-1010). Review Stop B BUILDING (STRUCTURAL) Rev No 5 Status P Date 2009-06-03 Cont ID   Sent By jwitmer Date 2009-06-03 Time 10:30 Rev Time 0.77 Received By jwitmer Date 2009-06-03 Time 09:45 Sent To   Notes 2009-06-03 10:46:30 OPERATIONS BUILDING - PASSED   6-03-09 CONTRACTOR HAS SUBMITTED FOR SEPERATE PERMIT   FOR THE ;       MAINTENACE BUILDING: 09060065 6890 N JOG RD- PASSED       PAVILION: 09060067 6882 N JOG RD- DENIED       NOTES : COMMENT FOR THE PAVILION FROM THE LAST REVIEW   WILL NOW BE TRANSFERRED TO THE NEW PAVILION PERMIT .     Review Stop B BUILDING (STRUCTURAL) Rev No 4 Status F Date 2009-06-01 Cont ID   Sent By jwitmer Date 2009-06-01 Time 13:12 Rev Time 0.55 Received By jwitmer Date 2009-06-01 Time 13:10 Sent To   Notes 2009-06-01 13:15:28     BUILDING PLAN REVIEW   PERMIT: 08090593   ADD: 6880 N JOG RD   CONT:WEST CONSTRUCTION   TEL: (561)248-3868       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       08090593 6880 N. JOG RD. OFFICE BUILDING TYPE II-B   1,800 SQ FT   6890 N. JOG RD. S-2 MAINTENANCE BUILDING TYPE II-B   1,000 SQ FT   6882 N JOG RD. PAVILION TYPE II-B 728 SQ FT.       THE BUILDING OFFICIAL HAS REQUESTED THAT 3 SEPERATE   PERMIT APPLICATIONS WITH SEPERATE TRACKING NUMBERS AND   ADDREESSES BE ASIGNED TO ALLOW FOR THE MULTIPLE   INSPECTIONS THAT WILL BE REQUIRED FOR EACH BUILDING,   AND SEPERATE TRACKING OF INSPECTIONS.       THE TWO SETS OF PLANS AND BACK UP DOCUMENTATION WILL BE   ALL THAT IS NEEDED, THE (MASTER 08090593)) PERMIT   NUMBER WILL HAVE ALL THE REVIEW DOCUMENTATION.       1-12) COMPLIED.       13) THIRD REQUEST, 1ST UNDER PERMIT APPLICATION. THE   RESPONSE COMMENTS INDICATE THIS TO BE A PAVILION, TO BE   PART OF THIS PERMIT WE DO NEED INFORMATION AS FAR AS   COMPONENTS AND CLADDING YOU INDICATE THIS IS A   PRE-ENGINEERED CANOPY, EITHER IT HAS GONE THROUGH THE   MANUFACTURED BUILDING PROGRAM WITH THE STATE AND IS   APPROVED AS A MANUFACTURED MODULAR BUILDING PROGRAM   WITH STATE APPROVED PLANS OR IT WILL NEED PRODUCT   APPROVALS FOR THE ROOFING ASSEMBLY. WITHOUT PLANS THIS   AREA WILL BE EXEMPTED FROM THE PERMIT AND PLANS TO BE   SUBMITTED UNDER A SEPERATE PERMIT.   106.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.   YOUR RESPONCE AS TO SECTION 503.1.1 DEALS WITH SQUARE   FOOTAGE OF FIRE AREA AND THERE NOT BEING REQUIREMENTS   FOR RATED WALLS BEING BUILDINGS AND OPENING   PROTECTIVES. ONE ISSUE THAT WE HAVE IS WITH NO PLANS,   NO STRUCTURAL COLUMNS, BEAMS NOR ROOF SHEATHING IS   PROVIDED. THE ROOFING PRODUCT APPROVAL SUBMITTED 2004   FL 3778-R1   IS FOR NON-STRUCTURAL ROOF METAL, REQUIRING   SUBSHEATHING DECK. 1507.4.1.       14-17) COMPLIED.       18) 3RD REQUEST. SHEET S-4 INDICATES A FOOTING TYPE A   BUT THE PLANS ARE LACKING COLUMN AND BEAM INFORMATION,   1609.2.1 PART OFTHE MAIN WIND FORCE-RESISTING SYSTEM.   PLEASE PROVIDE ADDITONAL INFORMATION, 106.1..2. 106.3.5   MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.       19) 3 RD REQUEST, SHEET A-4 ALSO INDICATES THE ROOFING   ASSEMBLY TO BE A PREMANUFACTRED CANOPY, PLEASE PROVIDE   PRODUCT INFORMATION, TO BE PART OF THIS PERMIT WE DO   NEED INFORMATION AS FAR AS COMPONENTS AND CLADDING YOU   INDICATE THIS IS A PRE-ENGINEERED CANOPY, EITHER IT HAS   GONE THROUGH THE MANUFACTURED BUILDING PROGRAM WITH THE   STATE AND IS APPROVED AS A MANUFACTURED MODULAR   BUILDING PROGRAM WITH STATE APPROVED PLANS OR IT WILL   NEED PRODUCT APPROVALS FOR THE ROOFING ASSEMBLY.   WITHOUT PLANS THIS AREA WILL BE EXEMPTED FROM THE   PERMIT AND PLANS TO BE SUBMITTED UNDER A SEPERATE   PERMIT. 106.3.5 MINIMUM PLAN REVIEW CRITERIA FOR   BUILDINGS.       20)2 COMPLIED.       21)INFORMATIONAL: GENERATOR PAD IS SHOWN ON SHEET SD-1,   IS THIS PAD AND GENERATOR AND ATTACHMENT TO SLAB WILL   BE REVIEWED UNDER A SEPERATE PERMIT. 1609.1.3 ANCHORAGE   AGAINST OVERTURNING, UPLIFT AND SLIDDING. ANCHORAGE   AGAINST OVERTURNING IS NOT THE RESPONSIBILITY OF THE   GENERATOR MANUFACTURER BUT THE DESIGNER OF RECORD.       22) STAIR DELETED, 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.                                                                                                                                           B Review Stop B BUILDING (STRUCTURAL) Rev No 3 Status F Date 2009-04-06 Cont ID   Sent By jwitmer Date 2009-04-06 Time 14:18 Rev Time 2.22 Received By jwitmer Date 2009-04-06 Time 14:18 Sent To   Notes 2009-04-06 14:29:56 BUILDING PLAN REVIEW   PERMIT: 08090593   ADD: 6880 N JOG RD   CONT:MAJOR WORKING DRAWING REVIEW   TEL: (772)231-4301       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       08090593 6880 N. JOG RD. OFFICE BUILDING TYPE II-B   1,800 SQ FT   6890 N. JOG RD. S-2 MAINTENANCE BUILDING TYPE II-B   1,000 SQ FT   6882 N JOG RD. PAVILION TYPE II-B 728 SQ FT.       THE BUILDING OFFICIAL HAS REQUESTED THAT 3 SEPERATE   PERMIT APPLICATIONS WITH SEPERATE TRACKING NUMBERS AND   ADDREESSES BE ASIGNED TO ALLOW FOR THE MULTIPLE   INSPECTIONS THAT WILL BE REQUIRED FOR EACH BUILDING,   AND SEPERATE TRACKING OF INSPECTIONS.       THE TWO SETS OF PLANS AND BACK UP DOCUMENTATION WILL BE   ALL THAT IS NEEDED, THE (MASTER 08090593)) PERMIT   NUMBER WILL HAVE ALL THE REVIEW DOCUMENTATION.       1-12) COMPLIED.       13) THIRD REQUEST, 1ST UNDER PERMIT APPLICATION. THE   RESPONSE COMMENTS INDICATE THIS TO BE A PAVILION, TO BE   PART OF THIS PERMIT WE DO NEED INFORMATION AS FAR AS   COMPONENTS AND CLADDING YOU INDICATE THIS IS A   PRE-ENGINEERED CANOPY, EITHER IT HAS GONE THROUGH THE   MANUFACTURED BUILDING PROGRAM WITH THE STATE AND IS   APPROVED AS A MANUFACTURED MODULAR BUILDING PROGRAM   WITH STATE APPROVED PLANS OR IT WILL NEED PRODUCT   APPROVALS FOR THE ROOFING ASSEMBLY. WITHOUT PLANS THIS   AREA WILL BE EXEMPTED FROM THE PERMIT AND PLANS TO BE   SUBMITTED UNDER A SEPERATE PERMIT.   106.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.   YOUR RESPONCE AS TO SECTION 503.1.1 DEALS WITH SQUARE   FOOTAGE OF FIRE AREA AND THERE NOT BEING REQUIREMENTS   FOR RATED WALLS BEING BUILDINGS AND OPENING   PROTECTIVES. ONE ISSUE THAT WE HAVE IS WITH NO PLANS,   NO STRUCTURAL COLUMNS, BEAMS NOR ROOF SHEATHING IS   PROVIDED. THE ROOFING PRODUCT APPROVAL SUBMITTED 2004   FL 3778-R1   IS FOR NON-STRUCTURAL ROOF METAL, REQUIRING   SUBSHEATHING DECK. 1507.4.1.       14-17) COMPLIED.       18) 3RD REQUEST. SHEET S-4 INDICATES A FOOTING TYPE A   BUT THE PLANS ARE LACKING COLUMN AND BEAM INFORMATION,   1609.2.1 PART OFTHE MAIN WIND FORCE-RESISTING SYSTEM.   PLEASE PROVIDE ADDITONAL INFORMATION, 106.1..2. 106.3.5   MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.       19) 3 RD REQUEST, SHEET A-4 ALSO INDICATES THE ROOFING   ASSEMBLY TO BE A PREMANUFACTRED CANOPY, PLEASE PROVIDE   PRODUCT INFORMATION, TO BE PART OF THIS PERMIT WE DO   NEED INFORMATION AS FAR AS COMPONENTS AND CLADDING YOU   INDICATE THIS IS A PRE-ENGINEERED CANOPY, EITHER IT HAS   GONE THROUGH THE MANUFACTURED BUILDING PROGRAM WITH THE   STATE AND IS APPROVED AS A MANUFACTURED MODULAR   BUILDING PROGRAM WITH STATE APPROVED PLANS OR IT WILL   NEED PRODUCT APPROVALS FOR THE ROOFING ASSEMBLY.   WITHOUT PLANS THIS AREA WILL BE EXEMPTED FROM THE   PERMIT AND PLANS TO BE SUBMITTED UNDER A SEPERATE   PERMIT. 106.3.5 MINIMUM PLAN REVIEW CRITERIA FOR   BUILDINGS.       20)2 COMPLIED.       21)INFORMATIONAL: GENERATOR PAD IS SHOWN ON SHEET SD-1,   IS THIS PAD AND GENERATOR AND ATTACHMENT TO SLAB WILL   BE REVIEWED UNDER A SEPERATE PERMIT. 1609.1.3 ANCHORAGE   AGAINST OVERTURNING, UPLIFT AND SLIDDING. ANCHORAGE   AGAINST OVERTURNING IS NOT THE RESPONSIBILITY OF THE   GENERATOR MANUFACTURER BUT THE DESIGNER OF RECORD.       22) STAIR DELETED, 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.             Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2009-01-06 Cont ID   Sent By jwitmer Date 2009-01-06 Time 08:39 Rev Time 5.55 Received By jwitmer Date 2009-01-05 Time 16:00 Sent To   Notes 2009-01-06 09:03:04 BUILDING PLAN REVIEW   PERMIT: 08090593   ADD: 6880 N JOG RD   CONT:MAJOR WORKING DRAWING REVIEW   TEL: (772)231-4301       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       OFFICE BUILDING TYPE II-B 1,800 SQ FT   S-2 MAINTENANCE BUILDING TYPE II-B 1,000 SQ FT       JAN 06/2009   2ND REVIEW   ACTION: DENIED       1A) INFORMATIONAL: 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) PLEASE SUBMIT 2 OF ALL SURVEYS, PLANS, REPORTS,   REVISIONS , PRODUCT APPROVALS AND OR SUBMITTALS FOR   REVIEW FOR PERMIT. IF YOUR PROJECT WILL REQUIRE A   RESIDENT INSPECTOR OR IF YOUR PROJECT IS A THRESHOLD   BUILDING REQUIRING A THRESHOLD INSPECTOR THEN (3) THREE   SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED FOR PERMIT   ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTS WEST PALM   BEACH ADMINISTRATIVE CODE.       1C-1E) COMPLIED.       2) 2ND REQUEST, COMMENT RESPONSE SHEET INDICATES SOILS   REPORTS WERE SUBMITTED, NOT IN THIS REVIEW. 1802.2.1   QUESTIONABLE SOIL. WHERE THE SAFE-SUSTAINING POWER OF   THE SOIL IS IN DOUBT, OR WHERE A LOAD-BEARING VALUE   SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE   BUILDING OFFICIAL SHALL REQUIRE THAT THE NECESSARY   INVESTIGATION BE MADE. SUCH INVESTIGATION SHALL COMPLY   WITH THE PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 .       3) COMPLIED, BUILDING PROVISO: 109.3.10* IMPACT OF   CONSTRUCTION.       4) COMPLIED, BUILDING PROVISO: 109.3.10.1 HURRICANE   PROTECTION.       5) COMPLIED.       6) ENERGY CALCULATION ARE IN THIS SUBMITTAL, BUT ARE   THE WRONG VERSION . PLEASE REVIEW SECTION 13-400.3..A.       7-10) THE COUNTY DOES NOT REQUIRE PRODUCT APPROVALS AT   TIME OF PERMIT SUBMISSION. THE CITY OF WEST PALM DOES   REQUIRE THE FULL PRODUCT APPROVAL PACKAGE, THERE ARE   OLD MIAMI-DADE REPORTS THAT STILL HAVE NOT HAD THEIR   ANCHOR CALCULATION UPDATED TO THE 2004 FBC, WHICH MEANS   UNDER THE 2001 FBC 1.33 INCREASES WERE TAKEN IN STEEL   FASTENERS, 1605.3.1.1. AS STATED IN COMMENT (1B)   PRODUCT APPROVAL REPORTS ARE REQUIRED AT TIME OF   APPLICATION. HIGHLIGHT GLAZING SYSTEM TO BE USED IF   THERE IS MULTIPLE GLAZING UNIT TYPES.       7) 2ND REQUEST,1609.1.4 PROTECTION OF OPENINGS IN   WIND-BORNE DEBRIS REGIONS, EXTERIOR GLAZING THAT   RECEIVES POSITIVE PRESSURE IN THE LOWER 60 FEET (18.3   M) IN BUILDINGS SHALL BE ASSUMED TO BE OPENINGS AND THE   BALANCE OF GLAZED OPENINGS IN THE REST OF THE BUILDING   SHALL BE ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT   RECEIVES POSITIVE PRESSURE IS IMPACT RESISTANT OR   PROTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE   REQUIREMENTS OF SSTD 12, ASTM E 1886 AND ASTM E 1996,   OR MIAMI-DADE TAS 201, 202 AND 203 REFERENCED THEREIN   AS FOLLOWS: 1. GLAZED OPENINGS LOCATED WITHIN 30 FEET   (9.1 M) OF GRADE SHALL MEET THE REQUIREMENTS OF THE   LARGE MISSILE TEST. 2. GLAZED OPENINGS LOCATED MORE   THAN 30 FEET (9.1 M) ABOVE GRADE SHALL MEET THE   PROVISIONS OF THE SMALL MISSILE TEST.       8)2ND REQUEST, FL BLD CODE 1609.6.2.2 COMPONENTS &   CLADDING, PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS,   MISSING REPORTS ARE AS FOLLOWS:   8A) FIXED WINDOWS   8B) MULLIONS   8C) EXTERIOR GLAZED DOORS   8D) EXTERIOR METAL DOORS   8E) ROLL UP DOORS   8F) WALL LOUVERS   8G) TRUSS ANCHORS   8H) ROOF ASSEMBLIES   8I) SOFFITS       9) 2ND REQUEST, PRODUCT APPROVALS SUBMITTED WITH PERMIT   APPLICATION AFTER OCTOBER 1, 2003 ARE REQUIRED TO   COMPLY WITH THE FLORIDA PRODUCT APPROVAL SYSTEM. FOR   INFORMATION PLEASE SEE THE STATE WEBSITE AT   WWW.FLORIDABUILDING.ORG. PRODUCTS WITH STATEWIDE   APPROVAL ARE REQUIRED TO BE SUBMITTED WITH A COVER   SHEET THAT LISTS THE PRODUCT IDENTITY NUMBER FROM THE   STATE. IF THE PRODUCT DOES NOT HAVE STATEWIDE APPROVAL,   SUBMIT AN APPLICATION FOR LOCAL PRODUCT APPROVAL OR   SITE SPECIFIC FORM PER RULE 9B-72. SEE ATTACHMENT.   WWW.FLORIDABUILDING.ORG       10) 2ND EQUEST, 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.       OFFICE BUILDING TYPEII-B       11A) COMPLIED.       11B) 2ND REQUEST, SHEET A-11 & SHEET A-14 APPEAR TO   HAVE A 2'X2' LAY IN TILE CEILING, PLANS DO NOT PROVIDE   HOW THE 1 HOUR RATING OF WALLS IS TO OCCUR, THROUGH TO   THE ROOF DECK OR A 1HR RATED CEILING. 708.1.   A) YOUR RESPONCE IS CONFUSING, SHEET AD-3, THE NOTE   ADDED TO EXTEND DRYWALL AND INSULATION TO THE UNDER   SIDE OF THE ROOF DECK DOES NOT TIE TO A WALL TYPE. A   GENERIC WALL TYPE IS DEPICTED AND THE   NOTE IS NOT LOCATED NEXT TO WALL TYPE 2A A NONRATED   WALL NOR NEXT TO 2-1 A 1 HR RATED WALL ASSEMBLY.       B) PLEASE PROVIDE THE DETAIL OF HOW THE RATED WALL WILL   FASTEN INTO THE ROOF DECK ASSEMLBY, ALSO NOTE WHAT TYPE   OF FLEXIBLE SEALENT SHALL BE USED.713.1 FIRE RESISTANT   JOINT SYSTEMS.       C) THIS SAME CORRIDOR 111 HAS A DOOR# 107 WHICH IS PART   OF THE RATED CORRIDOR THE DOOR SCHEDULE DOES NOT   INDICATE AS SUCH TABLE 1016.1.       D) AD-3 LIFE SAFETY SHEET WILL ALSO NEED TO BE UPDATED   FOR A RATED LOBBY WALL AND DOOR 107.       E) THE RATING OF CORRIDOR 111 FOR 1 HOUR IS REQUIRED   BECAUSE OF THE OCCUPANT LOAD BEING GREATER THAN 30 FOR   TRAINING ROOM AND BREAK ROOM WHEN THE FOLDING PARTITION   IS NOT USED. IT BECOMES AN   ASSEMBLY OCCUPANCY REQUIRING THE CORRIDOR 111TO BE   RATED FOR 1 HR. THIS RATING WILL CONTINUE THROUGH TO   THE EXIT. THE LOBBY AREA WALL IS NOT INDICATED AS A   FIRE RATED WALL. 1016.5CORRIDOR CONTINUITY   FIRE-RESISTANCE-RATED CORRIDORS SHALL BE CONTINUOUS   FROM THE POINT OF ENTRY TO AN EXIT, AND SHALL NOT BE   INTERRUPTED BY INTERVENING ROOMS. EXCEPTION: FOYERS,   LOBBIES OR RECEPTION ROOMS CONSTRUCTED   AS REQUIRED FOR CORRIDORS SHALL NOT BE CONSTRUED AS   INTERVENING ROOMS. THE LOBBY CAN BE USED AS PART OF THE   MEANS OF EGRESS BUT THE WALL LABELED 2A WILL NEED TO BE   RATED ONE HOUR.       F) CORRIDOR 101 IS WITHIN A BUSINESS OCCUPANCY AND WILL   NOT BE REQUIRED TO BE 1 HR RATED, IF THE DESIGNER   WISHES TO RATE THIS CORRIDOR YOU MAY DO THAT.       11C-D) COMPLIED.       12)2ND REQUEST SHEET A-8 PLEASE PROVIDE COMPLIANCE WITH   11-4.22.2 DOORS. ALL DOORS TO ACCESSIBLE TOILET ROOMS   SHALL COMPLY WITH 11-4.13. DOORS SHALL NOT SWING INTO   CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE. SEE ROOMS   120,& 121.   11-4.1.3(11) TOILET FACILITIES. IF TOILET ROOMS ARE   PROVIDED, THEN EACH PUBLIC AND COMMON USE TOILET ROOM   SHALL COMPLY WITH SECTION 11-4.22. OTHER TOILET ROOMS   PROVIDED FOR THE USE OF OCCUPANTS OF SPECIFIC SPACES   (I.E., A PRIVATE TOILET ROOM FOR THE OCCUPANT OF A   PRIVATE OFFICE) SHALL BE ADAPTABLE. IF BATHING ROOMS   ARE PROVIDED, THEN EACH PUBLIC AND COMMON USE BATHROOM   SHALL COMPLY WITH SECTION 11-4.23. ACCESSIBLE TOILET   ROOMS AND BATHING FACILITIES SHALL BE ON AN ACCESSIBLE   ROUTE.       13) 2ND REQUEST, THE RESPONSE COMMENTS INDICATE THIS TO   BE A PAVILION, TO BE PART OF THIS PERMIT WE DO NEED   INFORMATION AS FAR AS COMPONENTS AND CLADDING YOU   INDICATE THIS IS A PRE-ENGINEERED CANOPY, EITHER IT HAS   GONE THROUGH THE MANUFACTURED BUILDING PROGRAM WITH THE   STATE AND IS APPROVED AS A MANUFACTURED MODULAR   BUILDING PROGRAM WITH STATE APPROVED PLANS OR IT WILL   NEED   PRODUCT APPROVALS FOR THE ROOFING ASSEMBLY. WITHOUT   PLANS THIS AREA WILL BE EXEMPTED FROM THE PERMIT AND   PLANS TO BE SUBMITTED UNDER A SEPERATE PERMIT.   106.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.       15-17) COMPLIED.   T THE CONNECTION STATES THAT WELDING OF CONNECTIONS IS   PROHIBITED, PLEASE PROVIDE MANUFACTURERS APPROVAL FOR   WELDING OF THIS TYPE OF CONNECTION. 106.1.2 ADDITIONAL   INFORMATION REQUIRED.       18) 2ND REQUEST. SHEET S-4 INDICATES A FOOTING TYPE A   BUT THE PLANS ARE LACKING COLUMN AND BEAM INFORMATION,   1609.2.1 PART OFTHE MAIN WIND FORCE-RESISTING SYSTEM.   PLEASE PROVIDE ADDITONAL INFORMATION, 106.1..2. 106.3.5   MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.       19) 2ND REQUEST, SHEET A-4 ALSO INDICATES THE ROOFING   ASSEMBLY TO BE A PREMANUFACTRED CANOPY, PLEASE PROVIDE   PRODUCT INFORMATION, TO BE PART OF THIS PERMIT WE DO   NEED INFORMATION AS FAR AS COMPONENTS AND CLADDING YOU   INDICATE THIS IS A PRE-ENGINEERED CANOPY, EITHER IT HAS   GONE THROUGH THE MANUFACTURED BUILDING PROGRAM WITH THE   STATE AND IS APPROVED AS A MANUFACTURED MODULAR   BUILDING PROGRAM WITH STATE APPROVED PLANS OR IT WILL   NEED PRODUCT APPROVALS FOR THE ROOFING ASSEMBLY.   WITHOUT PLANS THIS AREA WILL BE EXEMPTED FROM THE   PERMIT AND PLANS TO BE SUBMITTED UNDER A SEPERATE   PERMIT. 106.3.5 MINIMUM PLAN REVIEW CRITERIA FOR   BUILDINGS.       20)2ND REQUEST, STRUCTURAL SHEETS S-4, S-6 AND S-8 ROOF   PRESSURE ZONES FAIL TO INDICATE PRESSURE ZONE 3 FAIL TO   INDICATE CORNER ZONE# 3 AND THE ASSOCIATED PRESSURES,   PLEASE REVIEW FIGURE 1609.6.2.2 COMPONENTS AND   CLADDING. WITH THE RESPONSE FOR THIS COMMENT IT APPEARS   THAT YOUR CODE BOOK HAS NOT BEEN UPDATED. IN 2006   SUPPLEMENTS( BLUE PAGES) THE TABLE 1609.6C HAS BEEN   ELIMINATED. PLEASE REVISE SHEET S-6 FOR PRESSURES IN   ZONE 3.       21) 2ND REQUEST, GENERATOR PAD IS SHOWN ON SHEET SD-1,   IS THIS PAD GOING TO BE PART OF THIS PERMIT OR JUST   INFORMATIONAL, THE GENERATOR AND ATTACHMENT TO SLAB   WILL BE REVIEWED UNDER A SEPERATE PERMIT. PLEASE   PROVIDE SIZE OF GENERATOR PAD, IF STELL REINFORCEMENT   IS TO BE INSTALLED AND ANCHORS TO RESIST THE MOMENT OF   OVER TURNING. 1609.1.3 ANCHORAGE AGAINST OVERTURNING,   UPLIFT AND SLIDDING.       22) STAIR DELETED, 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.                                                                                     Review Stop B BUILDING (STRUCTURAL) Rev No 1 Status F Date 2008-10-10 Cont ID   Sent By jwitmer Date 2008-10-10 Time 09:41 Rev Time 8.55 Received By jwitmer Date 2008-10-10 Time 09:41 Sent To   Notes 2008-10-10 12:15:00 BUILDING PLAN REVIEW   PERMIT: 08090593   ADD: 6880 N JOG RD   CONT:MAJOR WORKING DRAWING REVIEW   TEL: (772)231-4301       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       OFFICE BUILDING TYPE II-B 1,800 SQ FT   S-2 MAINTENANCE BUILDING TYPE II-B 1,000 SQ FT       OCT 10,2008   1ST REVIEW   ACTION: DENIED       1A) INFORMATIONAL: 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) INFORMATIONAL: PLEASE SUBMIT 2 OF ALL SURVEYS,   PLANS, REPORTS, REVISIONS , PRODUCT APPROVALS AND OR   SUBMITTALS FOR REVIEW FOR PERMIT. IF YOUR PROJECT WILL   REQUIRE A RESIDENT INSPECTOR OR IF YOUR PROJECT IS A   THRESHOLD BUILDING REQUIRING A THRESHOLD INSPECTOR THEN   (3) THREE SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED   FOR PERMIT ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTS   WEST PALM BEACH ADMINISTRATIVE CODE.       1C) INFORMATIONAL 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.       1D ) BOTH THE ARCHITECTURAL AND STRUCTURAL PLANS   INDICATE A PAVILION NEST TO THE ADMINISTRATIVE OFFICE   THE PLAN REVIEW SHEET SUBMITTED ONLY INDICATES A REVIEW   FOR THE OPERATIONS BUILDING AND MAINTENACE BUILDING .   IS THIS STRUCTURE TO BE PERMITTED WITH THIS WORK? IN   THE MINIMUM BUILDING CLASSIFICATION TYPE, IS THIS   STRUCTURE TO BE CONSIDERED IN THE SQ FT OF THE   OPERATIONS BUILDING UNDER SECTION 503.1.3 OR TWO   SEPERATE STRUCTURES WHERE TABLE 602 AND 704.8 WILL NEED   TO BE CONSIDERED? ADDITIONAL INFORMATION REQUIRED,   106.1.2.       1E) I PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)   AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC   BUILDING WITH THE 2007 SUPPLEMENTS, PLEASE REVISE.       2) 1802.2.1 QUESTIONABLE SOIL. WHERE THE   SAFE-SUSTAINING POWER OF THE SOIL IS IN DOUBT, OR WHERE   A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS   CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL REQUIRE   THAT THE NECESSARY INVESTIGATION BE MADE. SUCH   INVESTIGATION SHALL COMPLY WITH THE PROVISIONS OF   SECTIONS 1802.4 THROUGH 1802.6 .       3) 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.       4) 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.       5) NOTE SHEET CD-6 IS NOT SIGNED NOR SEALED, PLEASE   CORRECT. SHEET 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       6) PLANS DO NOT ENCLUDE ENERGY CALCULATIONS 106.3.5.1.4   AND INPUT ENERGY CALCULATIONS.       7) 1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE DEBRIS   REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE   PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS   SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF   GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE   ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES   POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH   AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS   OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE   TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.   GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE   SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.   2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1 M)   ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL   MISSILE TEST.       8) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING,   PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING   REPORTS ARE AS FOLLOWS:   8A) FIXED WINDOWS   8B) MULLIONS   8C) EXTERIOR GLAZED DOORS   8D) EXTERIOR METAL DOORS   8E) ROLL UP DOORS   8F) WALL LOUVERS   8G) TRUSS ANCHORS   8H) ROOF ASSEMBLIES   8I) SOFFITS       9) PRODUCT APPROVALS SUBMITTED WITH PERMIT APPLICATION   AFTER OCTOBER 1, 2003 ARE REQUIRED TO COMPLY WITH THE   FLORIDA PRODUCT APPROVAL SYSTEM. FOR INFORMATION PLEASE   SEE THE STATE WEBSITE AT WWW.FLORIDABUILDING.ORG.   PRODUCTS WITH STATEWIDE APPROVAL ARE REQUIRED TO BE   SUBMITTED WITH A COVER SHEET THAT LISTS THE PRODUCT   IDENTITY NUMBER FROM THE STATE. IF THE PRODUCT DOES NOT   HAVE STATEWIDE APPROVAL, SUBMIT AN APPLICATION FOR   LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE   9B-72. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG       10) 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.       OFFICE BUILDING TYPEII-B       11A) SHEET A3 INDICATES THE CORRIDOR# 111 TO BE ONE   HOUR RATED, THERE IS NO DOOR BETWEEN THE CORRIDOR AND   LOBBY 100, PLEASE INDICATE HOW OPENING PROTECTIVE   (715.3) ARE ACHIEVED IN THIS AREA.       11B) SHEET A-11 & SHEET A-14 APPEAR TO HAVE A 2'X2' LAY   IN TILE CEILING, PLANS DO NOT PROVIDE HOW THE 1 HOUR   RATING OF WALLS IS TO OCCUR, THROUGH TO THE ROOF DECK   OR A 1HR RATED CEILING. 708.1.       11C) SHEET A-4 INDICATES WALL TYPE AS 1 HOUR RATED   WALLS WITH WALL TAG (AD3) WITHIN THE CORRIDORS, SHEET   AD-1 INDICATES WITHIN THE DOOR LEGOND 45 MINUTE OPENING   PROTECTION FOR THE DOORS, DOOR D114 & D115 INDICATE THE   WRONG TYPE OF FRAMES, PLEASE CORRECT.       11D) SHEET A-4 CORRIDORS ARE INDICATED AS A 1 HOUR FIRE   RATED CORRIDORS BUT THERE IS NO SEPERATION OF THE 1   HOUR RATED CORRIDOE AND THE FILE STORAGE ROOM# 107.       12) SHEET A-8 PLEASE PROVIDE COMPLIANCE WITH 11-4.22.2   DOORS. ALL DOORS TO ACCESSIBLE TOILET ROOMS SHALL   COMPLY WITH 11-4.13. DOORS SHALL NOT SWING INTO CLEAR   FLOOR SPACE REQUIRED FOR ANY FIXTURE.   SEE ROOMS 117, 120, 121, & 1124.       13) SHEET A-14 THE REFLECTED CEILING PLAN INDICATES A   LARGE SQUARE TO THERIGHT OF THE RIGHT OF THE KITCHEN   AND MECANICAL ROOM 24'X30' WITH 3 LIGHT FIXTURES? SHEET   E-5 THIS AREA APPEARS EITHER AS ANOTHER   BUILDING OR A OPEN PAVILION,(SHEET S2-S3) IS THIS   STRUCTURE TO BE PART OF THIS PERMIT? ARE THEY TO   REQUIRE FIRE SEPERATION BETWEEN THE TWO BUILDINGS TABLE   602, OR ARE THEY TO BE CONSIDEREDAS ONE BUILDING AS   UNDER SECTION 503.1.3 TWO BUILDINGS ON THE SAME LOT.       14) SHEET A-7 INDICATES A BRICK VENNEER PLEASE PROVIDE   DOCUMENTATION AS HOW THE VENEERS ARE TO BE ADHERRED.   PLEASE SEE SECTION 2114.2 CONCRETE BEARING LEDGE.   BRICK, STONE OR OTHER VENEER SHALL BE SUPPORTED BY A   CONCRETE BEARING LEDGE AT LEAST EQUAL TO THE TOTAL   THICKNESS OF THE BRICK, STONE OR OTHER VENEER, WHICH IS   POURED INTEGRALLY WITH THE CONCRETE FOUNDATION. NO   SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL   CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT   SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE   IS AN APPROVED PHYSICAL BARRIER. AN APPROVED PHYSICAL   BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL   SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED   IN A MORTAR JOINT. IF MASONRY VENEER EXTENDS BELOW   GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED   TO THE CAVITY CREATED BETWEEN THE VENEER AND THE   FOUNDATION, IN LIEU OF A PHYSICAL BARRIER.   EXCEPTION: VENEER SUPPORTED BY A SHELF, ANGLE OR LINTEL   SECURED TO THE FOUNDATION SIDEWALL IN ACCORDANCE WITH   ACI 530/ASCE 5/TMS 402, PROVIDED AT LEAST A 6-INCH (152   MM) CLEAR INSPECTION SPACE OF THE FOUNDATION SIDEWALL   EXTERIOR EXIST BETWEEN THE VENEER AND THE TOP OF ANY   SOIL, SOD, MULCH OR OTHER ORGANIC LANDSCAPING   COMPONENT, DECK, APRON, PORCH, WALK OR ANY OTHER WORK   IMMEDIATELY ADJACENT TO OR ADJOINING THE STRUCTURE.       15) SHEET S-2 DOES NOT INDICATE COMPLIANCE WITH 1816.1   TERMITE PROTECTION.       16) SHEET S-3 INDICATES THE TYPE OF CONNECTION TO BE   USED AT EACH TRUSS LOCATION BUT THE FORCES THE   CONNECTION NEEDS TO RESIST IS NOT PROVIDED, VERTICAL,   HORIZONTAL AND LATERALL LOADS. 1609.2.1.   PART OF THE MAIN WINDFORCE-RESISING SYSTEM. NOTE   CONNECTION TYPE TS1WTCS INFORMATION COULD NOT EVEN BE   ACCESSED ON THE TRUSSTEEL WEBSITE.       17) SHEET S-3 TRUSS NOTE# 5 INDICATES TO SEE TRUSSSTEEL   STANDARD DETAIL TS027A FOR THE WELDING OF TRUSS   CONNECTION TO STEEL BEAM, NO SUCH DETAILS HAVE BEEN   PROVIDED. NOTE IN MANY CASES   THE MANUFACTURER OF THE CONNECTION STATES THAT WELDING   OF CONNECTIONS IS PROHIBITED, PLEASE PROVIDE   MANUFACTURERS APPROVAL FOR WELDING OF THIS TYPE OF   CONNECTION. 106.1.2 ADDITIONAL INFORMATION REQUIRED.       18) SHEET S-4 INDICATES A FOOTING TYPE A BUT THE PLANS   ARE LACKING COLUMN AND BEAM INFORMATION, 1609.2.1 PART   OFTHE MAIN WIND FORCE-RESISTING SYSTEM. PLEASE PROVIDE   ADDITONAL INFORMATION, 106.1..2.       19) SHEET A-4 ALSO INDICATES THE ROOFING ASSEMBLY TO BE   A PREMANUFACTRED CANOPY, PLEASE PROVIDE PRODUCT   INFORMATION, WILL NEED TO MEET THE REQUIREMENTS OF   COMMENT NUMBER 8,9 & 10.       20) STRUCTURAL SHEETS S-4, S-6 AND S-8 ROOF PRESSURE   ZONES FAIL TO INDICATE PRESSURE ZONE 3 FAIL TO INDICATE   CORNER ZONE# 3 AND THE ASSOCIATED PRESSURES, PLEASE   REVIEW FIGURE 1609.6.2.2 COMPONENTS AND CLADDING.       21) GENERATOR PAD IS SHOWN ON SHEET SD-1, IS THIS PAD   GOING TO BE PART OF THIS PERMIT OR JUST INFORMATIONAL,   THE GENERATOR AND ATTACHMENT TO SLAB WILL BE REVIEWED   UNDER A SEPERATE PERMIT.       22) SD-3 PLANS INDICATE STAIRS BUT THE STAIR LOCATION   IS NOT SHOWN ON THE ARCHITECTURAL PLANS NOR THE   STRUCTURAL PLAN INDICATES THEY ARE TO BE LOCATED WITHIN   THE OPERATIONS AND MAINTENANCE BUILDING, WHERE /       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.           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 E ELECTRICAL Rev No 4 Status P Date 2009-05-29 Cont ID   Sent By dpalmer Date 2009-05-29 Time 10:13 Rev Time 0.00 Received By dpalmer Date 2009-05-29 Time 10:13 Sent To   Notes 2009-05-29 10:14:04 *** NOTES/ REDLINES****       1) NOTE: MANUFACTURES SPECS/CUT SHEETS WERE SUBMITTED   FOR THREE COMPLETELY DIFFERENT TRANSFER SWITCHES.   A) ONE AS AUTOMATIC NON SERVICE ENTRANCE RATED.   B) ONE FOR NON-AUTOMATIC, MTS.   C) ONE FOR SERVICE ENTRANCE RATE AUTOMATIC TRANSFER   SWITCH.       AS THE RISER INDICATES AND REQUIRES THE SWITCH TO BE   SERVICE ENTRANCE RATED ONLY *(C) * ABOVE MEETS AND   COORDINATES WITH RISER.       THE SPECS/CUT SHEETS FOR BOTH A AND B WAS REMOVED FROM   SETS TO ALLEVIATE ANY CONFUSION.       2) NOTED FOR INFORMATION. THE NEW BUILDING OFFICIAL   WILL BE REQUIRING THE MAINTENANCE/OPERATION BUILDING TO   BE UNDER SEPARATE PERMIT. THE SAME PLANS WILL BE USED ,   HOWEVER WILL NEED SEPARATE APPLICATION. PLEASE CONTACT   DOUGLAS WISE FOR ANY QUESTIONS. 561-805-6654       3) NOTE: GATE SHALL BE UNDER SEPARATE FENCE PERMIT   ALONG WITH PLANS.       4) NOTE: LOW VOLTAGE SYSTEMS SUCH AS DATE, PHONE, AND   CAMERAS ALL SHALL BE UNDER SEPARATE PERMITS. ** MAY   REFERENCE THESE PLANS IF NO CHANGES ARE MADE.       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 3 Status F Date 2009-03-30 Cont ID   Sent By dpalmer Date 2009-03-30 Time 10:48 Rev Time 0.00 Received By dpalmer Date 2009-03-30 Time 10:48 Sent To   Notes 2009-03-30 10:48:38 ** DENIED REVIEW **   3RD REVIEW, 1ST REVIEW UNDER PERMIT APPLICATION.           1) NOTE: PLEASE BE SURE ALL INFORMATION ON THE INPUT   DATA REPORT OF THE SUBMITTED ENERGY CALCULATIONS   COORDINATES WITH THE PLANS. THIS HAS BEEN NOTED FOR THE   THIRD TIME. 13-415.2, 13-415.2.ABC.1.1, .1.2 AND .1.3.   PREVIOUS REVIEW GAVE SOME EXAMPLES OF ITEMS ON PLANS   WHICH WERE NOT IN THE IDR. THE EXTERIOR LIGHTING WAS   NOTED AS AN EXAMPLE; HOWEVER THERE IS A SUBSTANTIAL   AMOUNT OF EXTERIOR FIXTURES ON PLANS WHICH ARE STILL   NOT IN THE IDR.   FOR EXAMPLE: WHAT ABOUT ALL THE LIGHTING ON SHEET E-2?       FOR EXAMPLE: THE IDR SHOWS MANUAL CONTROLS FOR ALL   INTERIOR LIGHTING. PLANS DO NOT SHOW THE SAME.       FOR EXAMPLE: THE M FIXTURE ON THE FIXTURE LEGEND IS   SHOWN WITH 2-42WATT BULBS YET THE IDR ONLY INDICATES   ONE -42WATT BULB IN EACH FIXTURE.   THE M FIXTURES ON E-8 ARE MISSING IN THE COUNT ALSO.       FOR EXAMPLE: THE KW RATING OF THE WATER HEATER ON PLANS   IS GREATER THAN THAT OF THE IDR.       PLEASE BE SURE THE ENERGY CALCULATIONS CERTIFICATION   SHEET IS SIGNED, DATED AND SEALED. THE COVER SHEET IS   NOT COMPLETE AS AN EXCEPTION FOR COVER SHEETS OF   REPORTS. FS 471.025, FAC 61G15-23.002   13-101, 13-103.1.1.1, 13-400.A.3       2) NOTE: PLEASE SEE 13-415.1.ABC.1.1, .1.2 FOR SPACE   CONTROLS REQUIRED IN ROOMS 114/115. THE RESPONSE SEEMS   TO MAKE NOTE OF POLE SWITCHES. WHERE IS THE OCCUPANCY   SENSORS/DEVICES LOCATED? SEE SECTION 13-415.1.ABC.1.2   FOR CONFERENCE ROOMS AND BREAK ROOMS WHICH REQUIRE   OCCUPANCY SENSORS OF SOME TYPE. LIGHTING NEEDS TO BE   TURNED OFF WITHIN 30MINS. IT IS NOT CLEAR HOW THE   DEVICES AND THE NOTES PROVIDED WILL ACCOMPLISH THIS   REQUIREMENT.   BASED ON THE SYMBOL LEGEND THESE ARE STANDARD DEVICES.       3) NOTE: PLEASE SUBMIT THE MANUFACTURES SPECS/CUT   SHEETS FOR THE SERVICE ENTRANCE RATED MAIN/ATS. THE   RESPONSE MENTIONS THIS WILL BE DONE BY CONTRACTOR   HOWEVER NO SUBMITTAL WAS IN THE SUBMITTED   PLANS/PACKAGE.   THE RESPONSE LETTER GOES INTO DETAIL WITH RESPECT TO   THE MANUFACTURE WHICH IS NOT KNOWN AT THIS TIME BASED   ON THE BID PROCESS ETC. PLEASE SUBMIT ANY LISTED SE   RATE MAIN/ATS WHICH MEETS LISTING REQUIREMENTS AND   MINIMUM CODE REQUIREMENTS. AS LONG AS A PRODUCT IS   CHOSEN WHICH MEETS CODE THE, SUBMITTAL MAY ALWAYS BE   CHANGED AT A LATER DATE.   110.3, 90.7, 230.70, 230.76, 230.79.       ** AN EXAMPLE WOULD BE JUST LIKE A WINDOW PRODUCT   APPROVAL: A WINDOW IS REQUIRED TO BE CHOSEN MEETING   MINIMUM WIND LOADS, IMPACT RATINGS ETC AND HAVE FLORIDA   PRODUCT APPROVAL/MIAMI-DADE APPROVAL. THAT WINDOW MAY   NOT BE THE ONE CHOSEN FOR THE BID HOWEVER IT MEETS CODE   AND MINIMUM DESIGN CRITERIA. THEY OFTEN ARE REVISED AT   A LATER DATE WHICH IS ONLY A SUBMITTAL TO CHANGE THE   PRODUCT.               ** IMPORTANT **   ONCE AUDIT/REVIEWS ARE COMPLETE AND PLANS ARE PICKED UP   FOR CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE   ALL OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED   SHEETS INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING.   DO NOT LEAVE ANY OLD/VOIDED SHEETS IN SETS.   PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY   ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,   SPEC/CUT SHEETS, CALCULATIONS ETC. SHOULD BE PLACED   INTO TWO SETS/FOLDERS/BINDERS ETC.   PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS   SHOULD BE SUBMITTED FOR REFERENCE.   THIS WILL HELP IN THE AUDIT/REVIEW PROCESS AND AVOID   ANY DELAYS.           IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT   TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO   CONTACT THIS REVIEWER.       DEWEY PALMER   ELECTRICAL PLAN REVIEW II   CONSTRUCTION SERVICES DEPARTMENT   CITY OF WEST PALM BEACH   561-805-6717   [email protected]     Review Stop E ELECTRICAL Rev No 2 Status F Date 2009-01-05 Cont ID   Sent By dpalmer Date 2009-01-05 Time 13:55 Rev Time 0.00 Received By dpalmer Date 2009-01-05 Time 13:55 Sent To   Notes 2009-01-05 13:55:32 ** DENIED 2ND REVIEW **       ** SOME NOTES FROM PREVIOUS REVIEW STILL NEED TO BE   ADDRESSED.       1) NOTE: PLANS STILL ONLY SUBMITTED FOR PLAN REVIEW AND   PERMIT APPLICATION HAS YET TO BE MADE. PLEASE KEEP IN   MIND THE NEW FLORIDA BUILDING CODE IS SET TO GO INTO   EFFECT ON MARCH 1ST, 2009.   VERIFICATION OF SEVERAL ITEMS INCLUDING LICENSING WILL   BE DONE ONCE PERMIT APPLICATION IS MADE.   *** PLEASE BE SURE ALL DOCUMENTATION CONTAINS THE   CORRECT ADDRESS.       2) NOTE: PLEASE SEE PREVIOUS REVIEW COMMENT WITH   RESPECT TO LIGHTING CONTROLS. ROOMS/AREAS 114 AND 115   SHOW SWITCHES HOWEVER THESE ARE NOT THE SAME SYMBOLS AS   USED IN THE OTHER ROOMS. THERE IS A NOTE #2 WHICH LENDS   TO POSSIBLE USE OF A SINGLE OCCUPANCY SENSOR TYPE   DEVICE HOWEVER THIS IS NOT CLEAR AT THIS TIME.   PLEASE SHOW THE SAME SYMBOL AS USED ON OTHER LOCATIONS.   13-415.1.ABC.1.1,.1.2 AND .1.3.       3) NOTE: THE PREVIOUS SUBMITTED WERE NOT SUBMITTED WITH   THE REQUIRED ENERGY CALCULATIONS PER FBC 13-101,   13-400, 13-415.2 ETC   THE SPECIFIC SECTIONS WERE GIVEN HOWEVER THESE WILL BE   NOTED ONCE MORE. PLEASE SEE 13-400.3.A FOR VERSION   WHICH WAS ADOPTED ON DECEMBER 8TH, 2006. THE CURRENT   FLA COM VERSION AS NOTED IN THIS SECTION TO BE USED AT   A MINIMUM IS VERSION 2.5. THE SUBMITTED CALCULATIONS   ARE VERSION 2.11 WHICH IS NO LONGER AN ADOPTED VERSION   IN THE STATE OF FLORIDA.   PLEASE BE SURE ALL ITEMS ON PLANS COORDINATES WITH THE   SUBMITTED INPUT DATA REPORT. THIS INCLUDES OTHER TRADES   AS WELL.   13-415.2,13-415.2.ABC.1.1,.1.2 AND .1.3 FOR LIGHTING.   SEE THE EXTERIOR LIGHTING ON THE IDR ONLY INDICATES 4   FIXTURES. THIS IS NOT POSSIBLE WHEN THE PLANS SHOW A   CONSIDERABLE AMOUNT OF MORE FIXTURES THAN THE FOUR   NOTED.   PLEASE SEE 13-401- 13-412 FOR OTHERS.   ITEMS SUCH AS FLOORS WHICH ARE ALL SHOWN AS   CARPET/RUBBER PADDING IS NOT CORRECT AS THERE ARE   SEVERAL AREAS WHICH ARE NOT THIS FINISH ARE SOME WHICH   ARE NOT PERMITTED TO CONTAIN THIS TYPE OF FINISH. (ELEC   ROOM, MECH ROOM ETC).   SEE COMMENTS FROM OTHER TRADES.       ** PLEASE SEE THE COVER SHEET FOR THE PLANS INDICATES   THE ADDRESS AS 7501 N JOG RD ALTHOUGH THE APPLIED   LOCATION IS 6880. PLEASE COORDINATE ALL PLANS AND   SUPPORTING DOCUMENTATION.       4) NOTE: ON THE PREVIOUS REVIEW THE PHOTO-METRIC LEVELS   FOR THE LIFE SAFETY EGRESS WERE REQUESTED. THE RESPONSE   MENTIONS TO SEE ENCLOSED PLANS. THIS INFORMATION NEEDS   TO BE PART OF THE PLANS, WITH TITLE BLOCKS ALONG WITH   BEING SIGNED, DATED AND SEALED BY THE RESPONSIBLE   DESIGNER.   NFPA-101 7.8, 7.9.   FS471.003, 471.025, FAC 61G15-23.002   FBC 106.1.1, 106.5. ADDITIONAL INFORMATION, CLARITY ON   RECORD PLANS.       5) NOTE: PLEASE SUBMIT THE MANUFACTURES SPECS/CUT   SHEETS ON THE GENERATOR, ATS ETC. THE ATS IS AN   INTEGRAL PART OF THE ELECTRICAL RISER AND COULD NOT BE   UNDER A SEPARATE PERMIT.   110.3,90.7       6) NOTE: NOW THAT THE LOADS FOR MDP-OP ARE SHOWN PLEASE   PROVIDE A GENERATOR WHICH WILL SERVE THE CAPACITY OR   PLEASE PROVIDE ALL LOAD SHEDDING WHICH WOULD BE NEEDED   TO DECREASE LOAD ON SYSTEM. AS SHOWN AT THIS TIME THE   GENERATOR WILL FEED ALL LOADS.   220, 215.3, 702.5 ETC       7) NOTE: PLEASE PROVIDE WIND LOADS FOR LIGHT POLES PER   FBC TABLE 1609. RESPONSE MENTIONS THE INFORMATION WAS   ADDED TO SHEET E-10. HOWEVER THIS INFORMATION AS SHOWN   IS NOT CORRECT AND HAS BEEN CONFIRMED WITH THE BUILDING   REVIEWER.       8) NOTE: PLEASE COMPLETE CIRCUITING ON PLANS FOR ALL   ITEMS. PLEASE SEE SHEET E-7, ROLL UP DOOR FOR EXAMPLE:   408.4.       9) NOTE: PLEASE SEE PREVIOUS NOTES WITH RESPECT TO LOAD   CALCULATIONS. PLEASE SUBMIT THE LOAD CALCULATIONS   SHOWING HOW THE LOADS WERE DERIVED. THERE ARE NO NOTES   ON WHETHER OR NOT THE CONTINUOUS LOADS SUCH AS THE   LIGHTING AND WATER HEATER WAS ALREADY FIGURED AT 125%   OR IF THEY STILL NEED TO BE.   THE TYPICAL WATER HEATER SHOWN ON PLANS INDICATE 4500   VA HOWEVER NO INDICATE OF THE 125% COULD BE LOCATED.   220.12,220.14,220.42,220.44, ETC CONTINUOUS LOADS PER   215.3,230.42. SEE 422.13 FOR STORAGE TYPE WATER   HEATERS. THIS WAS A CHANGE IN THE 2005 NEC.       10) NOTE: PLEASE CLARIFY THE FOUNDATION STEEL BEING   PART OF THE GROUNDING ELECTRICAL SYSTEMS AT BOTH   STRUCTURES. THE PLANS NOTES *BUILDING STEEL* HOWEVER IT   IS NOT CLEAR IF THIS IS FOR *FOUNDATION STEEL*.   250.50   THIS COMMENT WAS NOT MADE ON THE PREVIOUS REVIEW.       ** AS NOTED ON PREVIOUS REVIEW AS THERE IS SOME   INFORMATION NOT YET SUBMITTED A COMPLETE REVIEW FOR   CODE COMPLIANCE CAN NOT BE DONE AT THIS TIME.       ** IMPORTANT **   ONCE AUDIT/REVIEWS ARE COMPLETE AND PLANS ARE PICKED UP   FOR CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE   ALL OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED   SHEETS INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING.   DO NOT LEAVE ANY OLD/VOIDED SHEETS IN SETS.   PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY   ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,   SPEC/CUT SHEETS, CALCULATIONS ETC. SHOULD BE PLACED   INTO TWO SETS/FOLDERS/BINDERS ETC.   PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS   SHOULD BE SUBMITTED FOR REFERENCE.   THIS WILL HELP IN THE AUDIT/REVIEW PROCESS AND AVOID   ANY DELAYS.       IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT   TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO   CONTACT THIS REVIEWER.       DEWEY PALMER   ELECTRICAL PLAN REVIEW II   CONSTRUCTION SERVICES DEPARTMENT   CITY OF WEST PALM BEACH   561-805-6717   [email protected]     Review Stop E ELECTRICAL Rev No 1 Status F Date 2008-10-22 Cont ID   Sent By dpalmer Date 2008-10-22 Time 09:06 Rev Time 0.00 Received By dpalmer Date 2008-10-22 Time 09:06 Sent To   Notes 2008-10-22 09:06:59     ** DENIED REVIEW**                   1) NOTE: PLANS HAVE ONLY BEEN SUBMITTED FOR PLAN REVIEW   AND NOT FOR PERMIT. EVEN ONCE ALL COMMENTS HAVE BEEN   ADDRESSED AND PERMIT APPLICATION BY A LICENSED   CONTRACTOR HAS NOT BEEN MADE THE REVIEW WOULD STILL   REMAIN IN A FAILED STATUS. THERE ARE SEVERAL ITEMS FOR   LICENSING WHICH IS VERIFIED AT A LATER DATE WHEN   APPLICATION HAS BEEN MADE.       2) NOTE: THE PROJECT INFORMATION HAS BEEN SENT TO   ADDRESSING FOR REVIEW. THE PLANS DO NOT INDICATE ANY   ADDRESS ON THE TITLE BLOCKS AND TWO SEPARATE BUILDINGS   ARE BEING CONSTRUCTED. KEEP IN MIND IF THESE TWO   SEPARATE STRUCTURES ARE SUBMITTED ON THE SAME PLANS   UNDER ONE PERMIT A CERTIFICATE OF OCCUPANCY,   INSPECTIONS FINALS ETC WOULD BE FOR BOTH. IT WOULD NOT   BE POSSIBLE TO CO ONE WITH OUT THE OTHER. IF TWO PERMIT   APPLICATIONS ARE MADE, ONE FOR EACH BUILDING THIS WOULD   ALLOW EACH TO CONTAIN A CO ETC.   PLEASE BE SURE ONCE THE ADDRESS FOR EACH BUILDING IS   ASSIGNED THE TITLE BLOCKS REFLECT EACH.   61G15-23.002, 61G1-16.004   FBC 106.1, 106.5       3) NOTE: PLEASE SUBMIT ENERGY CALCULATIONS AND LIGHTING   PERFORMANCE CALCULATIONS IN COMPLIANCE WITH THE FBC   13-415.2.ABC.1.1, .1.2 AND .1.3. PLEASE SEE 13-400,   13-415 ETC   AS NO CALCULATIONS OR PERFORMANCE CALCULATIONS WERE   SUBMITTED NO REVIEW OF THESE ITEMS COULD BE DONE.       4) NOTE: PLEASE BE SURE THE FOLLOWING CODES ARE LISTED   ON THE ELECTRICAL PLANS.   2004 FBC W/2007 REVISIONS.   2005 NFPA-70   2003 NFPA-101   2002 NFPA-110       5) NOTE: PLEASE KNOW THAT ALL LOW VOLTAGE SYSTEMS ARE   REQUIRED TO BE UNDER A SEPARATE PERMIT. IF THE PLANS   SHOW ALL OF THE EQUIPMENT THEN THEY MAY BE REFERENCED   FOR A TURN AROUND PERMIT ONCE THE BASE BUILDING   PERMIT(S) ARE ISSUED.       6) NOTE: PLEASE SUBMIT THE MANUFACTURES SPECS/CUT   SHEETS FOR THE GENERATOR, ATS AND OTHER EQUIPMENT SUCH   AS THE FUEL TANK. THE FUEL TANKS WILL BE UNDER THE   REVIEW OF OTHER TRADES.   110.3, 90.7   FBC 106.1.2       7) NOTE: PLEASE PROVIDE INFORMATION ON PLANS THAT THE   MOTORIZED GATES HAVE A FAIL SAFE OR BACK UP FOR   OPERATION IN THE EVENT OF POWER FAILURE. SEE FIRE   MARSHAL REVIEW. THIS IS NOTED AS THIS WILL AFFECT THE   ELECTRICAL PLANS.       8) NOTE: PLEASE PROVIDE A GROUNDING ELECTRODE   RISER/ATTACHMENT LOCATION FOR ALL TRANSFORMERS.   250.66,250.50.250.58 ETC       9) NOTE: PLEASE SEE THE LIGHTING CONTROLS TO MEET FBC   13-415.1.1, .1.2 AND .1.3 ARE IN QUESTION FOR MORE   INFORMATION. WHAT DOES THE SWITCH 1 DO? THE NOTE ON THE   PLANS MENTIONS OPERATION HOWEVER DOES THIS DEVICE STILL   CONTAIN AN AUTOMATED OPERATION TO TURN LIGHTING OFF   ONCE AN OCCUPANT IS NO LONGER IN THE SPACE?   PLEASE SEE THE BREAK ROOMS AND OTHER ROOMS SUCH AS   TRAINING ROOMS MUST MEET 13-415.1.ABC.1.2. ( AREAS 114,   115 ETC)   IN LOCATIONS SUCH AS MULIT0GNAG BATH ROOMS PLEASE   INDICATE THE AUTOMATED DEVICES FOR LIGHTING CONTROLS   WITH DUAL TECHNOLOGY. IF DEVICE WAS MOTION ONLY THIS   WOULD AFFECT OTHER AREAS IN THE SAME BATHROOMS WHICH   MAY BE OCCUPIED YET NO MOTION COULD BE DETECTED.       10) NOTE: PLEASE INDICATE THE CIRCUITING FOR THE   EMERGENCY BATTERY BACK UP IN ROOM 117 (LADIES   BATHROOM). 700.12F       11) NOTE: PLEASE SUBMIT PHOTO-METRICS FOR EGRESS PATHS   UNDER EMERGENCY BACK UP CONDITIONS. THE LIGHTING LEVELS   UNDER NORMAL ARE NOT NEEDED AS THEY ARE CLEARLY   SUFFICIENT HOWEVER THE LIGHTING LEVELS UNDER EMERGENCY   IN SOME AREAS ARE IN QUESTION. PLEASE SEE NFPA-101   7.9.1 WHICH PERMITS 1FT CANDLE UNDER EMERGENCY   CONDITIONS.   FBC 106.1.1, 106.1.2 FOR ADDITIONAL INFORMATION AND   CLARIFICATION.       12) NOTE: PLEASE VERIFY ALL DISCONNECTING MEANS AT THE   DETACHED ROOF STRUCTURE PER 225.31-225.39.   ( MAY BE A SNAP SWITCH)   GROUNDING REQUIRED PER 250.32 ALREADY SHOWN.       13) NOTE: PLEASE CLARIFY THE SERVER ROOM. IF THIS IS AN   IT ROOM PLEASE BE SURE ALL ITEMS LISTED IN 645.2 ARE   MET IN ORDER FOR WIRING METHODS PERMITTED IN 645 TO BE   USED. IF THESE ITEMS ARE NOT MET THE WIRING METHODS   WHICH ARE PERMITTED IN 645 ARE NOT PERMITTED TO BE USED   AND THIS MAY AFFECT FUTURE EQUIPMENT INSTALLATION AND   WIRING. PLEASE PLACE NOTE ON PLANS THAT WILL STATE:   *THIS IS NOT AN IT ROOM AND WIRING METHODS OF NEC 645   ARE NOT PERMITTED*. OR WORDS TO THAT AFFECT.       14) NOTE: PLEASE BE SURE LIGHT POLES ARE STATING THE   WIND LOAD RATINGS AS NOTED IN THE FBC. THE LIGHT POLE   CALCULATIONS WILL BE UNDER BUILDING/STRUCTURAL REVIEW.   THIS IS NOTED FOR INFORMATION ONLY.       15) NOTE: PLEASE COMPLETE ALL ROOM AND AREA   DESIGNATIONS ON PLANS. THIS MAY BE ALPHA OR NUMERIC.   MOST AREAS SHOW BOTH AT THIS TIME.   PLEASE BE SURE THE PANEL SCHEDULES ARE SPECIFIC TO   ROOMS AND AREAS IN WHICH THEY FEED. FOR EXAMPLE SIMPLY   STATING *RECEPTACLES* OR * LIGHTING* IS NOT ACCEPTABLE.   PLEASE SEE THE CHANGE IN THE 2005 NEC (HANDBOOK) WHICH   EXPLAINS THE CHANGE IN 408.4 FOR MORE SPECIFIC   DESIGNATIONS. THIS IS NOT ONLY FOR ON-SITE HOWEVER ALSO   FOR RECORD PLANS.   THIS WOULD INCLUDE THE CIRCUIT FOR ROLL UP DOOR AT   MAINT BUILDING.   FBC 106.1.1, 106.5       16) NOTE: PLEASE SEE THE PLANS SHOW A CIRCUIT TO   GENERATOR ENCLOSURE HOWEVER BUT NOT FOR A PARTICULAR   PURPOSE. THE PLANS ALSO SHOW AT THE GENERATOR A   DESIGNATION TO THE PANEL HOWEVER NOT THE CIRCUIT. IF   THIS CIRCUIT IS FOR A BATTERY CHARGER, BLOCK HEATER ETC   PLEASE CHECK WITH THE MANUFACTURE OF ANY PARTICULAR   GENERATOR AS THEY ARE USUALLY DEDICATED CIRCUITS. BLOCK   HEATERS CAN BE AS HIGH AS 1500WATTS WHICH WOULD NOT   PERMIT THE BATTERY CHARGER TO BE ON THE SAME CIRCUIT.   408.4, 220 ETC   FBC 106.1.2, 106.1.1       17) NOTE: PLEASE SEE ELECTRICAL ROOM 109 AS THIS STATES   A LINE NOTE FROM THE TRANSFORMER TO *LP-OP2* HOWEVER   BASED ON RISER AND DESIGNATION ALREADY USED FOR   TRANSFORMER IN ROOM 113 THIS IS CONFUSING.   PLEASE CLARIFY HOW BOTH HAVE THE SAME DESIGNATION?   FBC 106.1.1,   NEC 230,450,215 ETC GENERAL COORDINATION       18) NOTE: PLEASE SUBMIT LOAD CALCULATIONS FOR THE   MDP-OP. AS NO LOADS ARE SHOWN IT IS NOT POSSIBLE TO   DETERMINE CODE COMPLIANCE FOR ALL EQUIPMENT INCLUDING   THE LOAD ON THE GENERATOR AND WHETHER OR NOT THE   GENERATOR IS OF SUFFICIENT SIZE.   220, 702.5 ETC   FBC 106.1.1, 106.1.2   PLEASE BE SURE TO INDICATE ALL CONTINUOUS LOADS AND   LARGEST MOTOR LOADS AT 125%.   215.3,230.42       19) NOTE: PLEASE KNOW AS THERE IS INFORMATION NOT YET   SUBMITTED FOR REVIEW THERE MAY VERY WELL BE NEW   COMMENTS ON THE FOLLOWING REVIEW WHICH CAN NOT BE MADE   AT THIS TIME.                       **IMPORTANT**   ONCE AUDIT/REVIEWS ARE COMPLETE AND PLANS ARE PICKED UP   FOR CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE   ALL OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED   SHEETS INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING.   DO NOT LEAVE ANY OLD/VOIDED SHEETS IN SETS.   PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY   ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,   SPEC/CUT SHEETS, CALCULATIONS ETC SHOULD BE PLACED INTO   TWO SETS/FOLDERS/BINDERS ETC.   PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS   SHOULD BE SUBMITTED FOR REFERENCE.   THIS WILL HELP IN THE AUDIT/REVIEW PROCESS AND AVOID   ANY DELAYS.           IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT   TYPED IN A CLEAR MANOR 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 ENG ENGINEERING CSD Rev No 2 Status P Date 2009-03-02 Cont ID   Sent By mgonzale Date 2009-03-02 Time   Rev Time 1.00 Received By mgonzale Date 2009-03-02 Time   Sent To   Notes ***NONE*** Review Stop ENG ENGINEERING CSD Rev No 1 Status P Date 2008-11-06 Cont ID   Sent By adarroug Date 2008-12-15 Time 09:13 Rev Time 1.00 Received By mgonzale Date 2008-11-06 Time 16:13 Sent To ENG Notes 2008-11-06 16:42:22 APPROVED WITH PROVISO:       EOR MUST SUPPLY NPDES PLAN AT TIME OF PRECONSTRUCTION   WITH CITY'S ENGINEERING DEPT.       ALL UTILITIES HAVE BEEN COORDINATED WITH THE CITY OF   WPB.       MANNY GONZALEZ   (561) 494-1085         Review Stop FIRE FIRE DEPARTMENT Rev No 4 Status P Date 2009-06-16 Cont ID   Sent By mwennerg Date 2009-06-16 Time 10:14 Rev Time 0.00 Received By mwennerg Date 2009-06-16 Time 10:13 Sent To   Notes 2009-06-16 10:14:50 SENT TO L. MARTINEZ FOR PROCESSING. Review Stop FIRE FIRE DEPARTMENT Rev No 3 Status F Date 2009-04-09 Cont ID   Sent By mawillia Date 2009-04-09 Time 17:29 Rev Time 0.00 Received By mawillia Date 2009-04-09 Time 16:22 Sent To   Notes 2009-04-09 17:29:47 *****UNSAT****       THE FOLLOWING COMMENTS FROM THE PREVIOUS FIRE PLAN   REVIEW STILL NEED TO BE ADDRESSED:           07. AS PER WEST PALM BEACH CODE, THE ADDRESS NUMBERS ON   THE BUILDING SHALL BE NO LESS THAN 6" IN HEIGHT AND NO   LESS THAN 1" IN WIDTH PLAINLY VISBLE FROM THE ROADWAY   TO APPROACHING VEHICLES.       14. IN REFERENCE TO NFPA 241 BEING ADDED TO THE PLANS,   PLEASE CONTACT THIS OFFICE IN THIS MATTER.           (ALL OTHER COMMENTS FROM THE PREVIOUS FIRE PLAN REVIEWS   HAVE BEEN SATISFIED; THE APPROPROPITE PLAN SHEETS ARE   TO BE FIRE-STAMPED WHEN THE ABOVE ITEMS AS WELL AS   OTHER PLAN EXAMINERS' COMMENTS HAVE BEEN ADDRESSED.)           CAPT. MICHAEL A. WILLIAMS   FIRE PLAN REVIEW   561-805-6722; PLAN REVIEW OFFICE   561-804-4724; FIRE PREVENTION BUREAU   561-644-7326; BUSINESS CELLULAR Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status F Date 2009-01-14 Cont ID   Sent By mwennerg Date 2009-01-14 Time 11:11 Rev Time 0.00 Received By mwennerg Date 2009-01-14 Time 11:11 Sent To   Notes 2009-01-14 11:23:21 ***DENIED***       MOST OF THE PREVIOUS COMMENTS HAVE BEEN ADDRESSED.   PLEASE SEE THE FOLLOWING AND NOTE THAT THE PLANS WILL   REMAIN IN FAILED STATUS UNTIL REVIEWED AND APPROVED FOR   PERMIT.       1) PLEASE ADD TO CODE ANALYSIS ON SHEET A-3. NFPA 1,   2003 CHAPTER-18       2) TYPICALLY DEAD END WATER LINES THAT ARE CONNECTED TO   FIRE PROTECTION EQUIPMENT IS AN UNACCEPTABLE   ARRANGEMENT, PARTICULARLY IF FUTURE EQUIPMENT IS   PROPOSED. PLEASE PROVIDE FURTHER EXPLANATION.       3) PLEASE PROVIDE VERIFICATION THAT EQUIPMENT   ILLUSTRATED ON SHEET CD-5 IS A DOUBLE CHECK DETECTOR   ASSEMBLY. THE RESPONSE SEEMS TO SUGGEST A DEVICE THAT   IS TIED TO THE DOMESTIC WATER SUPPLY INDICATING A   BACKFLOW DEVICE.       5) OK PLEASE VERIFY THE ACTUAL DISTANCES ON THE   DRAWINGS AS CODE ANALYSIS INDICATES THAT DISTANCES   VARY.       7) THE ADDRESS IS SHOWN ON PLANS. PLEASE INCLUDE   INFORMATION SHOWING CODE COMPLIANCE PER THE CITY OF   WEST PALM BEACH REQUIREMENTS FOR COMMERCIAL BUILDINGS.       14) PLEASE ADD NOTE TO PLANS. NFPA 241           MIKE WENNERGREN, ASST. FIRE MARSHAL   FIRE PLAN REVIEW   FIRE PREVENTION (561) 804-4756 Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status F Date 2008-10-29 Cont ID   Sent By mwennerg Date 2008-10-29 Time 14:04 Rev Time 0.00 Received By mwennerg Date 2008-10-29 Time 14:04 Sent To   Notes 2008-10-29 14:22:49 ***DENIED***       1) PROPERTY ACCESS AND WATER SUPPLY TO COMPLY WITH NFPA   1, 2003, CHAPTER-18.       2) FIRE LINE APPEARS TO DEAD END AT FIRE HYDRANT. ARE   THERE ANY OTHER FIRE HYDRANTS ON THE PROPERTY?       3) SHEET CD-5 ILLUSTRATES A DOUBLE CHECK DETECTOR   ASSEMBLY. IN ADDITION TO ELECTRONIC SUPERVISION, DEVICE   SHALL BE SECURED WITH CHAIN AND LOCK. SUBJECT BUILDINGS   ARE NOT FIRE SPRINKLER PROTECTED. WHAT BUILDING IS   PROTECTED BY DOUBLE CHECK DETECTOR ASSEMBLY?       4) IN ADDITION TO APPLICABLE BUILDING CODES, LIFE   SAFETY SHALL COMPLY WITH NFPA 101, 2003.       5) PLEASE INDICATE ACTUAL MAXIMUM TRAVEL DISTANCES ON   DRAWINGS. (LIFE SAFETY PLAN)       6) DOORS SHALL SWING IN DIRECTION OF TRAVEL WHERE   SERVING AREAS WITH (50) OR MORE OCCUPANTS.       7) ADDRESSES ARE REQUIRED ON BUILDINGS THAT SHALL BE   MINIMUM OF 6" IN HEIGHT, 1" WIDTH AND CONTRASTING WITH   BACKGROUND.       8) PROVIDE MINIMUM INTERIOR FINISH CLASSIFICATION FOR   WALLS AND CEILING IN TERMS OF CLASS A,B OR C. ADD NOTE   TO ELEVATIONS       9) 2A-10B,C RATED FIRE EXTINGUISHERS ARE REQUIRED TO BE   MOUNTED AT LOCATIONS NOT TO EXCEED 75" TRAVEL DISTANCE   REQUIREMENT. OK ON SHEET A-17.       10) KNOX BOX ENTRY REQUIRED FOR BUILDINGS. CONTACT   BUREAU OF FIRE PREVENTION AT (561) 804-4724 FOR   ASSISTANCE.       11) FIRE DAMPERS TO BE TESTED FOR CLOSURE IN ACCORDANCE   WITH UL 555 REQUIREMENTS PRIOR TO FINAL INSPECTION.       12) MOTOR OPERATED GATES TO BE PROVIDED WITH FAIL SAFE   MECHANISM IN THE EVENT OF POWER LOSS.       13) SEPARATE SHOP DRAWINGS AND PERMIT REQUIRED FOR   GENERATOR AND ASSOCIATED EQUIPMENT.       14) CONSTRUCTION, ALTERATION AND DEMOLITION TO COMPLY   WITH NFPA 241.           MIKE WENNERGREN, ASST. FIRE MARSHAL   FIRE PLAN REVIEW   FIRE PREVENTION (561) 804-4756                                                         Review Stop I INCOMING/PROCESSING Rev No 5 Status N Date 2010-08-09 Cont ID   Sent By jgomez Date 2010-08-09 Time 10:13 Rev Time 0.00 Received By jgomez Date 2010-08-09 Time 10:12 Sent To   Notes 2010-08-09 10:12:58 SENT TO FIRE BOX. Review Stop I INCOMING/PROCESSING Rev No 4 Status N Date 2009-05-21 Cont ID   Sent By dpalmer Date 2009-05-21 Time 13:28 Rev Time 0.00 Received By dpalmer Date 2009-05-21 Time 13:28 Sent To   Notes 2009-05-21 13:29:04 C-42 Review Stop I INCOMING/PROCESSING Rev No 3 Status N Date 2009-02-26 Cont ID   Sent By adarroug Date 2009-02-26 Time 16:10 Rev Time 0.00 Received By adarroug Date 2009-02-26 Time 16:10 Sent To   Notes 2009-02-26 16:14:12 TO "COMM" BD#5--PLANS ON RACK--3 ROLLS Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2008-12-15 Cont ID   Sent By adarroug Date 2008-12-15 Time 09:40 Rev Time 0.00 Received By adarroug Date 2008-12-15 Time 09:40 Sent To   Notes 2008-12-15 09:40:20 TO "COMM" BD#43 Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date 2008-12-15 Cont ID   Sent By mgonzale Date 2008-11-06 Time 16:42 Rev Time 0.00 Received By adarroug Date 2008-09-25 Time 10:38 Sent To ENG Notes 2008-09-25 10:38:28 TO "COMM" BD#48 Review Stop L LANDSCAPING Rev No 1 Status P Date 2009-05-26 Cont ID   Sent By rkussner Date 2009-05-26 Time 17:39 Rev Time 0.00 Received By rkussner Date 2009-05-26 Time 17:39 Sent To   Notes ***NONE*** Review Stop M MECHANICAL (A/C) Rev No 4 Status P Date 2009-06-12 Cont ID   Sent By rregueir Date 2009-06-12 Time 14:50 Rev Time 0.00 Received By rregueir Date 2009-06-12 Time 14:50 Sent To   Notes ***NONE*** Review Stop M MECHANICAL (A/C) Rev No 3 Status P Date 2009-03-27 Cont ID   Sent By rregueir Date 2009-03-27 Time 17:08 Rev Time 0.00 Received By rregueir Date 2009-03-27 Time 15:56 Sent To   Notes ***NONE*** Review Stop M MECHANICAL (A/C) Rev No 2 Status F Date 2009-01-24 Cont ID   Sent By rregueir Date 2009-01-24 Time 15:31 Rev Time 0.00 Received By rregueir Date 2009-01-24 Time 15:15 Sent To   Notes 2009-01-24 15:30:58 REVIEW #: 2ND ***PLAN CHECK ONLY***   ACTION: DENIED       FBC 2004 CODE FAMILY W/ 2007 SUPPLEMENTS   FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH       THE FOLLOWING COMMENTS ARE NUMBERED TO CORRESPOND WITH   PREVIOUS REVIEW COMMENTS FOR THE PURPOSE OF CONTINUITY:       1. OK. SEPARATE PERMIT FOR GENERATOR REQUIRED. SUBMIT   PLANS FOR THAT PERMIT WHICH HAVE BEEN REVIEWED AND   APPROVED BY PBC DERM. FOR MORE INFORMATION PLEASE   CONTACT PBC DERM AT: 561-233-2400 OR   HTTP://WWW.PBCGOV.COM/ERM/       2. *PREVIOUS COMMENT* PAGE H-1 REFERS TO FORM 400A FOR   ENERGY CODE COMPLIANCE. NO SUCH FORM WAS PROVIDED WITH   THIS SUBMISSION. WITHOUT SUCH FORM, AN OVERALL ENERGY   CODE COMPLIANCE REVIEW CAN NOT BE PERFORMED. PROVIDE A   COMMERCIAL ENERGY CODE COMPLIANCE FORM IN ACCORDANCE   WITH FBCB 13-400.0. ALSO, COOLING LOAD CALCULATIONS   SHALL BE APPENDED TO THE ENERGY CODE COMPLIANCE FORM IN   ACCORDANCE WITH FBCM 13-407.1.ABC.1. AS A RESULT OF   THIS INFORMATION NOT BEING PROVIDED, RELATED ADDITIONAL   COMMENTS ARE LIKELY IN SUBSEQUENT REVIEWS.   *PARTIALLY ADDRESSED* FORM 400A VERSION 2.11 WAS   SUBMITTED WITH COOLING LOAD CALCULATIONS. AN ACCURATELY   COMPLETED FORM 400A-04R (GENERATED BY THE FLA/COM-2004   COMPUTER PROGRAM, VERSION 2.5) DEMONSTRATING THAT CODE   COMPLIANCE HAS BEEN ACHIEVED SHALL BE SUBMITTED TO THE   BUILDING OFFICIAL FOR METHOD A COMPLIANCE IN ACCORDANCE   WITH FBCB 13-400.3.A. METHOD A VERSION 2.11 HAS NOT   BEEN IN EFFECT SINCE THE DECEMBER 8, 2006 REVISIONS TO   THE FBC. REVIEW FOR COMPLIANCE WITH FBCB CHAPTER 13 IS   NOT POSSIBLE AT THIS TIME.       3. *PREVIOUS COMMENT* PAGE H-2: MULTIPLE DUCTS ON FLOOR   PLAN DO NOT HAVE A SIZE DESIGNATION. EXAMPLES: OUTSIDE   AIR DUCTS IN MECHANICAL ROOMS, RETURN TRUNK AND BRANCH   LINES. PLEASE CHECK ALL DUCTS ON FLOOR PLAN AND PROVIDE   MISSING SIZE INFORMATION. DUCTS SHALL BE DESIGNED AND   INSTALLED TO PROVIDE THE REQUIRED DISTRIBUTION OF AIR   IN ACCORDANCE WITH FBCM 603.1.   *PARTIALLY ADDRESSED* SOME DUCTS ON PLANS ARE STILL   MISSING SIZES, SUCH AS THE OA DUCTS IN MECHANICAL ROOM   113 AND THE RETURN BRANCH IN THE KITCHEN. PLEASE   PROVIDE ALL MISSING INFORMATION. ALSO, PLEASE SEE FBCM   407.1 FOR REQUIREMENTS RELATED TO RETURN AIR INTAKES IN   KITCHENS.       4. OK       5. OK       6. OK       7. *PREVIOUS COMMENT* PAGE HD-2: THERE IS NO DETAIL   PROVIDED FOR INSTALLATION OF GRAVITY HOOD, ASSOCIATED   ROOF CURB OR ROOF JACKS FOR WIND RESISTANCE. MECHANICAL   EQUIPMENT SHALL BE DESIGNED AND INSTALLED TO RESIST   WIND PRESSURES IN ACCORDANCE WITH FBCM 301.13.   *PARTIALLY ADDRESSED* DETAIL ON HD-3 CALLS FOR EYEBOLT   EMBEDDED 3 INCHES WITH EPOXY GROUT. HOW IS THIS   POSSIBLE ON A METAL STANDING SEAM ROOF? THIS DETAIL   APPEARS TO BE FOR A CONCRETE DECK, WHICH DOES NOT APPLY   TO THIS PROJECT. PLEASE CORRECT FOR THE APPROPRIATE   ROOF ASSEMBLY.       8. OK       NOTE: THE 2007 FLORIDA BUILDING CODE IS SCHEDULED TO   BECOME EFFECTIVE ON MARCH 1, 2009. IF A PERMIT   APPLICATION FOR THIS PROJECT IS SUBMITTED AFTER THIS   DATE, THESE PLANS WILL NEED TO BE REVIEWED FOR   COMPLIANCE WITH THE NEW CODE 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 1 Status F Date 2008-10-25 Cont ID   Sent By rregueir Date 2008-10-25 Time 12:18 Rev Time 0.00 Received By rregueir Date 2008-10-25 Time 12:15 Sent To   Notes 2008-10-25 12:18:21 REVIEW #: 1ST ***PLAN CHECK ONLY***   ACTION: DENIED       FBC 2004 CODE FAMILY W/ 2007 SUPPLEMENTS   FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH       1. PAGE A-3 INDICATES TWO 1,000 GALLON DIESEL FUEL   STORAGE TANKS, ONE FOR EACH BUILDING. PAGE E-2 SHOWS   ONLY ONE GENERATOR WITH DIESEL STORAGE TANK. WHICH IS   CORRECT? NO INFORMATION WAS PROVIDED REGARDING THE   DIESEL GENERATOR OR FUEL STORAGE SYSTEM TO BE USED.   PROVIDE SUBMITTAL DOCUMENTATION FOR EACH TO DEMONSTRATE   COMPLIANCE WITH FBCM SECTION 915. ALSO, ABOVE GROUND   FUEL STORAGE TANKS GREATER THAN 550 GALLONS SHALL BE   SUBMITTED TO PALM BEACH COUNTY DERM FOR APPROVAL PRIOR   TO PERMIT ISSUANCE. INCORPORATE DERM APPROVED PLANS   INTO THESE PERMIT DOCUMENTS. FOR MORE INFORMATION   PLEASE CONTACT PBC DERM AT: 561-233-2400 OR   HTTP://WWW.PBCGOV.COM/ERM/       2. PAGE H-1 REFERS TO FORM 400A FOR ENERGY CODE   COMPLIANCE. NO SUCH FORM WAS PROVIDED WITH THIS   SUBMISSION. WITHOUT SUCH FORM, AN OVERALL ENERGY CODE   COMPLIANCE REVIEW CAN NOT BE PERFORMED. PROVIDE A   COMMERCIAL ENERGY CODE COMPLIANCE FORM IN ACCORDANCE   WITH FBCB 13-400.0. ALSO, COOLING LOAD CALCULATIONS   SHALL BE APPENDED TO THE ENERGY CODE COMPLIANCE FORM IN   ACCORDANCE WITH FBCM 13-407.1.ABC.1. AS A RESULT OF   THIS INFORMATION NOT BEING PROVIDED, RELATED ADDITIONAL   COMMENTS ARE LIKELY IN SUBSEQUENT REVIEWS.       3. PAGE H-2: MULTIPLE DUCTS ON FLOOR PLAN DO NOT HAVE A   SIZE DESIGNATION. EXAMPLES: OUTSIDE AIR DUCTS IN   MECHANICAL ROOMS, RETURN TRUNK AND BRANCH LINES. PLEASE   CHECK ALL DUCTS ON FLOOR PLAN AND PROVIDE MISSING SIZE   INFORMATION. DUCTS SHALL BE DESIGNED AND INSTALLED TO   PROVIDE THE REQUIRED DISTRIBUTION OF AIR IN ACCORDANCE   WITH FBCM 603.1.       4. PAGE H-2: SEVERAL BRANCH DUCTS SHOW CONTROL DAMPERS   ABOVE GYPSUM BOARD CEILINGS. SHOW HOW THESE DAMPERS ARE   TO BE ACCESSED FOR TESTING AND BALANCING IN ACCORDANCE   WITH FBCB 13-410.1.ABC.4.       5. PAGE H-2: THE OUTSIDE AIR INTAKE LOUVER FOR AHU-3   AND AHU-4 IS SHOWN TO BE APPROXIMATELY 5 FEET FROM THE   PARKING LOT FOR THE OPERATIONS BUILDING. MECHANICAL   OUTSIDE AIR INTAKE OPENINGS SHALL BE LOCATED A MINIMUM   OF 10 FEET FROM ANY HAZARDOUS OR NOXIOUS CONTAMINANT,   SUCH AS VENTS, CHIMNEYS, PLUMBING VENTS, STREETS,   ALLEYS, PARKING LOTS AND LOADING DOCKS IN ACCORDANCE   WITH FBCM 401.5.1.       6. PAGE H-2: THE RETURN DUCT PENETRATING A RATED WALL   ASSEMBLY AT BREAK ROOM 106 SHOW NO FIRE DAMPER AT THE   DUCT PENETRATION BUT SHOWS THE FIRE DAMPER AT ANOTHER   LOCATION IN THE WALL, AWAY FROM THE DUCT. PLEASE SHOW   THE DUCT PENETRATION TO BE PROTECTED IN ACCORDANCE WITH   FBCM 607.5 AND SHOW THE CORRECT LOCATION OF THE DAMPER   IN ACCORDANCE WITH FBCM 607.8.       7. PAGE HD-2: THERE IS NO DETAIL PROVIDED FOR   INSTALLATION OF GRAVITY HOOD, ASSOCIATED ROOF CURB OR   ROOF JACKS FOR WIND RESISTANCE. MECHANICAL EQUIPMENT   SHALL BE DESIGNED AND INSTALLED TO RESIST WIND   PRESSURES IN ACCORDANCE WITH FBCM 301.13.       8. PAGE HD-2: NO INFORMATION SHOWN ON PLANS OR IN   DETAIL REGARDING AUXILIARY OR SECONDARY DRAIN   PROTECTION FOR CONDENSATE DRAIN SYSTEMS. PROVIDE   AUXILIARY OR SECONDARY DRAIN PROTECTION IN ACCORDANCE   WITH FBCM 307.2.3.       NOTE: THE 2007 FLORIDA BUILDING CODE IS SCHEDULED TO   BECOME EFFECTIVE ON MARCH 1, 2009. IF A PERMIT   APPLICATION FOR THIS PROJECT IS SUBMITTED AFTER THIS   DATE, THESE PLANS WILL NEED TO BE REVIEWED FOR   COMPLIANCE WITH THE NEW CODE PRIOR TO PERMIT ISSUANCE.       IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:   RONALD J. REGUEIRO   561.805.6719   [email protected] Review Stop P PLUMBING Rev No 6 Status P Date 2009-06-01 Cont ID   Sent By kstevens Date 2009-06-01 Time 15:29 Rev Time 0.00 Received By kstevens Date 2009-06-01 Time 15:29 Sent To   Notes ***NONE*** Review Stop P PLUMBING Rev No 5 Status P Date 2009-04-14 Cont ID   Sent By kstevens Date 2009-04-14 Time 15:53 Rev Time 0.00 Received By kstevens Date 2009-04-14 Time 15:53 Sent To   Notes 2009-04-14 15:54:49         PASSED/PROVISO:       WATER HAMMER ARRESTORS SHALL BE LOCATED NEAR THE   FIXTURES IN AN "EFFECTIVE RNAGE" NOT IN THE CEILING.   PDI-WH 201. Review Stop P PLUMBING Rev No 4 Status F Date 2009-04-13 Cont ID   Sent By kstevens Date 2009-04-13 Time 16:36 Rev Time 0.00 Received By kstevens Date 2009-04-13 Time 16:36 Sent To   Notes 2009-04-13 16:44:42 DENIED   REFERENCE: FBC-2004 PLUMBING   FBC-2004 CHAPTER 1   FBC-2004 CHAPTER 11       ****FROM PREVIOUS REVIEW:       ******FROM PREVIOUS REVIEWS:       ********FROM PREVIOUS REVIEWS:       1. OK   2. OK   3. OK   4. OK       5. OK       ___FOR SINKS:   A. OK   B. OK   C. 11-4.24.4 SINK DEPTH (PROVISO)   D. OK   E. OK   F. OK   G. OK       6. SHT P-3 MORE INFORMATION IS REQUIRED. PLEASE   INDICATE WHAT THE HOSE REELS WILL BE WASHING OFF. WHAT   WILL HAPPEN TO THE WATER USED TO WASH OFF WHATEVER IS   BEING WASHED OFF? WILL THERE BE ANY CHANCE OF GREASE OR   OIL WASHED OFF? PLEASE CLARIFY. SECTIONS 106.1.2 &   301.2. MORE COMMENTS MAY FOLLOW DEPENDING TO THE   COMMENT RESPONSES TO THESE QUESTIONS.   ****RESPONSE NOTED, COMMENT NOT ADDRESSED.   ******RESPONSE NOTED, BUT THE SECTION OF THE COMMENT   ABOUT WHAT WILL HAPPEN TO THE WATER, (AND NOW THE MUD),   HAS NOT BEEN ADDRESSED. THERE IS NO INDICATION OF HOW   THE WALLS WILL BE PROTECTED FROM THE STANDING WATER IN   THE MAINTENANCE BUILDING, NO INDICATION OF SLOPING OF   THE FLOORS AWAY FROM THE WALLS, NO WALL FINISH SCHEDULE   INDICATING WATER PROOFING OF WALLS ETC. SECTION 301.2   SYSTEM INSTALLATION. PLUMBING SHALL BE INSTALLED WITH   DUE REGARD TO PRESERVATION OF THE STRENGHT OF   STRUCTURAL MEMBERS AND PREVENTION OF DAMAGE TO WALLS   AND OTHER SURFACES THROUGH FIXTURE USAGE. PLEASE   CLARIFY.   ********NO WRITTEN RESPONSE. COMMENT TO BE ADDRESSED   WITH A SIGNED, SEALED COMMENT RESPONSE TO THE ABOVE   COMMENT. THE FINISH SCHEDULE FOR THE MAINTENANCE   BUILDING INDICATE P-1 FININSH. PLEASE INDICATE WHAT P-1   FINISH IS AND WHERE IN THE PLANS THIS CAN BE FOUND. THE   ARCHITECT OR ENGINEER OF RECORD WILL BE REQUIRED TO   TAKE RESPONSIBILITY FOR THE CODE SECTION 301.2.       7. OK       8. SHT P-4 WATER RISER DIAGRAM. WATER HAMMER ARRESTORS   SHALL BE LOCATED NEAR THE FIXTURE IN AN "EFFECTIVE   RANGE" NOT IN THE CEILING AS SHOWN. PDI-WH 201. WATER   HAMMER ARRESTORS ARE REQUIRED AT THE REFRIGERATOR ICE   MAKER LINES. SECTION 604.9. -- A SHUT OFF VALVE IS   REQUIRED ON THE SUPPLY LINE TO THE WALL HYDRANT NEAR   OFFICE ROOM 102. SECTION 606.2(2).   ****RESPONSE NOTED, BUT COMMENT NOT ADDRESSED. MOST   WATER HAMMER ARRESTORS DO NOT REQUIRE ACCESS AND THE   PDI-WH 201 GUIDLINES SHOW THE WATER HAMMER ARRESTORS   NEAR THE FIXTURES, NOT IN THE CEILING.   ******RESPONSE NOTED, BUT THE WATER HAMMER ARRESTORS   ARE STILL SHOWN IN THE CEILING AND NOT DOWN NEAR THE   FIXTURES IN AN "EFFECTIVE RANGE" AS REQUIRED.   ********NO RESPONSE, COMMENT NOT ADDRESSED.       9. OK   10. OK       WHEN RESUBMITTING PLANS PLEASE INDICATE   THE REVISION & REMOVE & REPLACE ANY   PAGES AS NECESSARY. A TRANSMITTAL LETTER   LISTING THE ORIGINAL REVIEW COMMENT NUMBER,   WITH A DESCRIPTION OF THE REVISION MADE,   IDENTIFYING THE SHEET OR SPECIFICATION   PAGE WHERE THE CHANGES CAN BE FOUND   WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE   ALL VOID SHEETS FROM ALL PLANS AND PLACE   ONE SET OF THEM LOOSELY ON TOP OF THE   COLLATED PLANS TO BE REVIEWED.   THANK YOU FOR YOUR ANTICIPATED COOPERATION.       REVIEW BY KEN STEVENS   (561) 805-6721   FAX (561) 805-6731   E-MAIL [email protected]             Review Stop P PLUMBING Rev No 3 Status F Date 2009-03-26 Cont ID   Sent By kstevens Date 2009-03-26 Time 08:36 Rev Time 0.00 Received By kstevens Date 2009-03-25 Time 17:12 Sent To   Notes 2009-03-26 08:47:38 DENIED   REFERENCE: FBC-2004 PLUMBING   FBC-2004 CHAPTER 1   FBC-2004 CHAPTER 11       ****FROM PREVIOUS REVIEW:       ******FROM PREVIOUS REVIEWS:       1. OK   2. OK   3. OK   4. OK       5. OK       ___FOR SINKS:   A. OK   B. OK   C. 11-4.24.4 SINK DEPTH (PROVISO)   D. OK   E. OK   F. OK   G. OK       6. SHT P-3 MORE INFORMATION IS REQUIRED. PLEASE   INDICATE WHAT THE HOSE REELS WILL BE WASHING OFF. WHAT   WILL HAPPEN TO THE WATER USED TO WASH OFF WHATEVER IS   BEING WASHED OFF? WILL THERE BE ANY CHANCE OF GREASE OR   OIL WASHED OFF? PLEASE CLARIFY. SECTIONS 106.1.2 &   301.2. MORE COMMENTS MAY FOLLOW DEPENDING TO THE   COMMENT RESPONSES TO THESE QUESTIONS.   ****RESPONSE NOTED, COMMENT NOT ADDRESSED.   ******RESPONSE NOTED, BUT THE SECTION OF THE COMMENT   ABOUT WHAT WILL HAPPEN TO THE WATER, (AND NOW THE MUD),   HAS NOT BEEN ADDRESSED. THERE IS NO INDICATION OF HOW   THE WALLS WILL BE PROTECTED FROM THE STANDING WATER IN   THE MAINTENANCE BUILDING, NO INDICATION OF SLOPING OF   THE FLOORS AWAY FROM THE WALLS, NO WALL FINISH SCHEDULE   INDICATING WATER PROOFING OF WALLS ETC. SECTION 301.2   SYSTEM INSTALLATION. PLUMBING SHALL BE INSTALLED WITH   DUE REGARD TO PRESERVATION OF THE STRENGHT OF   STRUCTURAL MEMBERS AND PREVENTION OF DAMAGE TO WALLS   AND OTHER SURFACES THROUGH FIXTURE USAGE. PLEASE   CLARIFY.       7. OK       8. SHT P-4 WATER RISER DIAGRAM. WATER HAMMER ARRESTORS   SHALL BE LOCATED NEAR THE FIXTURE IN AN "EFFECTIVE   RANGE" NOT IN THE CEILING AS SHOWN. PDI-WH 201. WATER   HAMMER ARRESTORS ARE REQUIRED AT THE REFRIGERATOR ICE   MAKER LINES. SECTION 604.9. -- A SHUT OFF VALVE IS   REQUIRED ON THE SUPPLY LINE TO THE WALL HYDRANT NEAR   OFFICE ROOM 102. SECTION 606.2(2).   ****RESPONSE NOTED, BUT COMMENT NOT ADDRESSED. MOST   WATER HAMMER ARRESTORS DO NOT REQUIRE ACCESS AND THE   PDI-WH 201 GUIDLINES SHOW THE WATER HAMMER ARRESTORS   NEAR THE FIXTURES, NOT IN THE CEILING.   ******RESPONSE NOTED, BUT THE WATER HAMMER ARRESTORS   ARE STILL SHOWN IN THE CEILING AND NOT DOWN NEAR THE   FIXTURES IN AN "EFFECTIVE RANGE" AS REQUIRED.       9. OK   10. OK       WHEN RESUBMITTING PLANS PLEASE INDICATE   THE REVISION & REMOVE & REPLACE ANY   PAGES AS NECESSARY. A TRANSMITTAL LETTER   LISTING THE ORIGINAL REVIEW COMMENT NUMBER,   WITH A DESCRIPTION OF THE REVISION MADE,   IDENTIFYING THE SHEET OR SPECIFICATION   PAGE WHERE THE CHANGES CAN BE FOUND   WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE   ALL VOID SHEETS FROM ALL PLANS AND PLACE   ONE SET OF THEM LOOSELY ON TOP OF THE   COLLATED PLANS TO BE REVIEWED.   THANK YOU FOR YOUR ANTICIPATED COOPERATION.       REVIEW BY KEN STEVENS   (561) 805-6721   FAX (561) 805-6731   E-MAIL [email protected]             Review Stop P PLUMBING Rev No 2 Status F Date 2009-01-27 Cont ID   Sent By kstevens Date 2009-01-27 Time 10:19 Rev Time 0.00 Received By kstevens Date 2009-01-27 Time 10:19 Sent To   Notes 2009-01-27 10:44:07 DENIED   REFERENCE: FBC-2004 PLUMBING   FBC-2004 CHAPTER 1   FBC-2004 CHAPTER 11       ****FROM PREVIOUS REVIEW:       1. OK   2. OK   3. OK   4. OK       5. SUBMIT DETAILS FOR THE ACCESSIBLE FIXTURES SHOWING   COMPLIANCE WITH THE FOLLOWING:       ___FOR DRINKING FOUNTAIN:   A. OK       ___FOR W/C'S:   A. 11-4.16.2 CLEAR FLOOR SPACE   ****RESPONSE NOTED, BUT THE CLEAR FLOOR SPACE IS NOT   SHOW IN TOILET ROOMS 120 & 121.   B. 11-4.16.5 FLUSH CONTROLS   ****RESPONSE NOTED, BUT NO INDICATION OF THE   REQUIREMENT FOR CONTROLS TO THE WIDE SIDE OF THE   TOILET.   C. W/C TO BE 18" OFF THE WALL TO THE C/L OF THE   FIXTURE. FIGURES 28 AND 30E.   ****RESPONSE NOTED, BUT THE W/C'S IN TOILET ROOMS 120 &   121 NOT ADDRESSED.       ___FOR URINALS:   A. OK   B. OK       ___FOR LAVS:   A. 11-4.19.3 CLEAR FLOOR SPACE   ****RESPONSE NOTED, BUT THE CLEAR FLOOR SPACE IS NOT   SHOW IN TOILET ROOMS 120 & 121.   B. 11-4.19 4 EXPOSED PIPES & SURFACES   ****NO RESPONSE, COMMENT NOT ADDRESSED.   C. OK   D. LAVS TO BE A MINIMUM 15" OFF WALL TO C/L OF FIXTURE.   FIG. 32.   ****RESPONSE NOTED, BUT THE LAV'S IN TOILET ROOMS 120 &   121 NOT ADDRESSED.       ___FOR SHOWERS:   A. 11-4.21.2 SIZE & CLEARANCES   ****NO RESPONSE, COMMENT NOT ADDRESSED   B. 11-4.21.3 SEAT   ****HEIGHT NOT INDICATED.   C. 11-4.21.4 GRAB BARS   ****NOT SHOWN AS REQUIRED IN FIGURE 37. ALSO SHOW THE   HEIGHT.   D. 11-4.21.5 CONTROLS   ****THE LOCATION OF THE CONTROLS NOT SHOWN.   E. 11-4.21.6 SHOWER UNIT   ****NO RESPONSE, COMMENT NOT ADDRESSED.   F. 11-4.21.7 CURBS   ****NO RESPONSE, COMMENT NOT ADDRESSED.       ___FOR TOILET ROOMS:   A. 11-4.22.2 DOOR SWING   ****NO RESPONSE, COMMENT NOT ADDRESSED FOR TOILET ROOMS   120 & 121.   B. 11-4.22.3 TURNING AREA   ****NO RESPONSE, COMMENT NOT ADDRESSED FOR TOILET ROOMS   120 & 121.       ___FOR BATHROOMS:   A. OK   B. OK           ********** NOTE: PER SECTION 11-4.1.3(11) IF TOILET   ROOMS ARE PROVIDED, THEN EACH PUBLIC AND COMMON USE   TOILET ROOM SHALL COMPLY WITH SECTION 11-4.22. COMMENT   RESPONSE "IT SHOULD BE NOTED THAT TOILET ROOMS 120 &   121 ARE NOT INTENDED TO ACCOMMODATE THE PHYSICALLY   DISABLED" IS NOT ACCEPTABLE. PLEASE SHOW COMPLIANCE.       ___FOR SINKS:   A. 11-4.24.2 HEIGHT   B. 11-4.24.3 KNEE CLEARANCE   C. 11-4.24.4 SINK DEPTH   D. 11-4.24.5 CLEAR FLOOR SPACE. FORWARD APPROACH   REQUIRED. CABINET DOORS NOT APPROVED.   E. 11-4.24.6 EXPOSED PIPES & SURFACES   F. 11-4.24.7 FAUCETS   G, 11-4.2.3 AN UNOBSTRUCTED TURNING AREA   ****NO RESPONSE TO A THRU G AND COMMENTS NOT ADDRESSED.   THIS IS FOR THE KITCHEN/BREAK ROOM. SUBMIT AN ELEVATION   DETAIL SHOWING ALL INFORMATION REQUIRED.       6. SHT P-3 MORE INFORMATION IS REQUIRED. PLEASE   INDICATE WHAT THE HOSE REELS WILL BE WASHING OFF. WHAT   WILL HAPPEN TO THE WATER USED TO WASH OFF WHATEVER IS   BEING WASHED OFF? WILL THERE BE ANY CHANCE OF GREASE OR   OIL WASHED OFF? PLEASE CLARIFY. SECTIONS 106.1.2 &   301.2. MORE COMMENTS MAY FOLLOW DEPENDING TO THE   COMMENT RESPONSES TO THESE QUESTIONS.   ****RESPONSE NOTED, COMMENT NOT ADDRESSED.       7. OK       8. SHT P-4 WATER RISER DIAGRAM. WATER HAMMER ARRESTORS   SHALL BE LOCATED NEAR THE FIXTURE IN AN "EFFECTIVE   RANGE" NOT IN THE CEILING AS SHOWN. PDI-WH 201. WATER   HAMMER ARRESTORS ARE REQUIRED AT THE REFRIGERATOR ICE   MAKER LINES. SECTION 604.9. -- A SHUT OFF VALVE IS   REQUIRED ON THE SUPPLY LINE TO THE WALL HYDRANT NEAR   OFFICE ROOM 102. SECTION 606.2(2).   ****RESPONSE NOTED, BUT COMMENT NOT ADDRESSED. MOST   WATER HAMMER ARRESTORS DO NOT REQUIRE ACCESS AND THE   PDI-WH 201 GUIDLINES SHOW THE WATER HAMMER ARRESTORS   NEAR THE FIXTURES, NOT IN THE CEILING.       9. SHT PD-1 EWH-1 WATER HEATER DETAIL STATES "EXPANSION   TANK SEE SPECIFICATIONS". SPECIFICATIONS WERE NOT   SUBMITTED. PLEASE SUBMIT CALCULATIONS OR MANUF. CHART   INDICATING THE MODEL AND CORRECT SIZING OF THE   EXPANSION TANK. SECTION 607.3.2.   ****RESPONSE NOTED, BUT THE ATTACHED MANUFACTURER'S   SIZING GUIDELINES WERE NOT FOUND. PLEASE INDICATE WHERE   THE GUIDELINES WERE ATTACHED AND CAN BE LOCATED.       10. SHT PD-1 A FLOOR DRAIN IS NOT AN APPROVED INDIRECT   WASTE RECEPTOR. A FLOOR SINK OR HUB DRAIN IS REQUIRED   FOR THE P&T RELIEF VALVE AND EMERGENCY PAN DRAIN LINES.   SECTIONS 504.6.1, 504.7.2, 802.3 & 802.3.2. THE   INDIRECT WASTE RECEPTOR SHALL BE LOCATED NEAR THE WATER   HEATER SO THE RELIEF AND PAN DRAIN LINES DO NOT PRESENT   A TRIPPING HAZARD.   ****RESPONSE NOTED, BUT THE FLOOR DRAIN IS STILL NOT AN   APPROVED INDIRECT WASTE RECEPTOR. COMMENT NOT COMPLETLY   ADDRESSED.       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 2008-10-03 Cont ID   Sent By kstevens Date 2008-10-03 Time 11:12 Rev Time 0.00 Received By kstevens Date 2008-10-02 Time 15:57 Sent To   Notes 2008-10-03 14:03:52 DENIED   REFERENCE: FBC-2004 PLUMBING   FBC-2004 CHAPTER 1   FBC-2004 CHAPTER 11       1. SHT CD-6 IS NOT SIGNED, SEALED & DATED AS REQUIRED   IN SECTION 106.1, THE FLORIDA ADMINISTRATIVE CODE &   FLORIDA STATUTES.       2. SHT A-1 BARRIER-FREE FIXTURE MOUNTING HEIGHT SHOWS   THE GRAB BAR FOR THE W/C ON THE SIDEWALL TO BE 40".   MINIMUM LENGTH IS 42" PER FIG 29 & SECTION 11-4.16.4.       3. SHT A-3 BUILDING CODE ANALYSIS FOR OPERATIONS &   MAINTENANCE BLDGS SHALL INCLUDE THE 2005, 2006 & 2007   REVISIONS/AMENDMENTS. PLEASE INDICATE ON PLANS. SECTION   106.1.1.       4. SHT A-3 MAINTENANCE BUILDING FIXTURE REQUIREMENTS   PER TABLE 403.1 ARE NOT INDICATED. IF USING THE   EXCEPTION TO SECTION 403.4, THEN THIS MUST BE STATED ON   THE PLANS AS WELL AS THE DISTANCE FROM THE MAINTENANCE   BUILDING TO THE OPERATIONS BUILDING FACILITIES. SECTION   106.1.1.       5. SUBMIT DETAILS FOR THE ACCESSIBLE FIXTURES SHOWING   COMPLIANCE WITH THE FOLLOWING:       ___FOR DRINKING FOUNTAIN:   A. 11-4.15.5 CLEAR FLOOR SPACE       ___FOR W/C'S:   A. 11-4.16.2 CLEAR FLOOR SPACE   B. 11-4.16.5 FLUSH CONTROLS   C. W/C TO BE 18" OFF THE WALL TO C/L OF FIXTURE.   FIGURES 28 & 30E       ___FOR URINALS:   A. 11-4.18.3 CLEAR FLOOR SPACE   B. 11-4.18.4 FLUSH CONTROLS       ___FOR LAVS:   A. 11-4.19.3 CLEAR FLOOR SPACE   B. 11-4.19 4 EXPOSED PIPES & SURFACES   C. 11-4.19.5 FAUCETS   D. LAVS TO BE A MINIMUM 15" OFF WALL TO C/L OF FIXTURE.   FIG. 32.       ___FOR SHOWERS:   A. 11-4.21.2 SIZE & CLEARANCES   B. 11-4.21.3 SEAT   C. 11-4.21.4 GRAB BARS   D. 11-4.21.5 CONTROLS   E. 11-4.21.6 SHOWER UNIT   F. 11-4.21.7 CURBS       ___FOR TOILET ROOMS:   A. 11-4.22.2 DOOR SWING   B. 11-4.22.3 TURNING AREA       ___FOR BATHROOMS:   A. 11-4.23.2 DOOR SWING   B. 11-4.23.3 TURNING AREA       ___FOR SINKS:   A. 11-4.24.2 HEIGHT   B. 11-4.24.3 KNEE CLEARANCE   C. 11-4.24.4 SINK DEPTH   D. 11-4.24.5 CLEAR FLOOR SPACE. FORWARD APPROACH   REQUIRED. CABINET DOORS NOT APPROVED.   E. 11-4.24.6 EXPOSED PIPES & SURFACES   F. 11-4.24.7 FAUCETS   G, 11-4.2.3 AN UNOBSTRUCTED TURNING AREA       6. SHT P-3 MORE INFORMATION IS REQUIRED. PLEASE   INDICATE WHAT THE HOSE REELS WILL BE WASHING OFF. WHAT   WILL HAPPEN TO THE WATER USED TO WASH OFF WHATEVER IS   BEING WASHED OFF? WILL THERE BE ANY CHANCE OF GREASE OR   OIL WASHED OFF? PLEASE CLARIFY. SECTIONS 106.1.2 &   301.2. MORE COMMENTS MAY FOLLOW DEPENDING TO THE   COMMENT RESPONSES TO THESE QUESTIONS.       7. SHT P-4 SANITARY RISER DIAGRAM. THE VENT FOR THE   CLEANOUTS AT THE END OF EACH GANG BATH IS NOT APPROVED.   THESE ARE HORIZONTAL DRY VENTS. SECTION 905.3. (VENTS   ARE NOT REQUIRED FOR CLEANOUTS AND CAN BE DELETED).       8. SHT P-4 WATER RISER DIAGRAM. WATER HAMMER ARRESTORS   SHALL BE LOCATED NEAR THE FIXTURE IN AN "EFFECTIVE   RANGE" NOT IN THE CEILING AS SHOWN. PDI-WH 201. WATER   HAMMER ARRESTORS ARE REQUIRED AT THE REFRIGERATOR ICE   MAKER LINES. SECTION 604.9. -- A SHUT OFF VALVE IS   REQUIRED ON THE SUPPLY LINE TO THE WALL HYDRANT NEAR   OFFICE ROOM 102. SECTION 606.2(2).       9. SHT PD-1 EWH-1 WATER HEATER DETAIL STATES "EXPANSION   TANK SEE SPECIFICATIONS". SPECIFICATIONS WERE NOT   SUBMITTED. PLEASE SUBMIT CALCULATIONS OR MANUF. CHART   INDICATING THE MODEL AND CORRECT SIZING OF THE   EXPANSION TANK. SECTION 607.3.2.       10. SHT PD-1 A FLOOR DRAIN IS NOT AN APPROVED INDIRECT   WASTE RECEPTOR. A FLOOR DRAIN OR HUB DRAIN IS REQUIRED   FOR THE P&T RELIEF VALVE AND EMERGENCY PAN DRAIN LINES.   SECTIONS 504.6.1, 504.7.2, 802.3 & 802.3.2. THE   INDIRECT WASTE RECEPTOR SHALL BE LOCATED NEAR THE WATER   HEATER SO THE RELIEF AND PAN DRAIN LINES DO NOT PRESENT   A TRIPPING HAZARD.       WHEN RESUBMITTING PLANS PLEASE INDICATE   THE REVISION & REMOVE & REPLACE ANY   PAGES AS NECESSARY. A TRANSMITTAL LETTER   LISTING THE ORIGINAL REVIEW COMMENT NUMBER,   WITH A DESCRIPTION OF THE REVISION MADE,   IDENTIFYING THE SHEET OR SPECIFICATION   PAGE WHERE THE CHANGES CAN BE FOUND   WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE   ALL VOID SHEETS FROM ALL PLANS AND PLACE   ONE SET OF THEM LOOSELY ON TOP OF THE   COLLATED PLANS TO BE REVIEWED.   THANK YOU FOR YOUR ANTICIPATED COOPERATION.       REVIEW BY KEN STEVENS   (561) 805-6721   FAX (561) 805-6731   E-MAIL [email protected]             Review Stop Z ZONING Rev No 4 Status P Date 2009-05-26 Cont ID   Sent By eschneid Date 2009-05-26 Time 17:24 Rev Time 0.50 Received By eschneid Date 2009-05-26 Time 17:23 Sent To   Notes 2009-05-26 17:25:13 PASSED       SIGNAGE AND ANY NEW FENCING REQUIRE SEPARATE PERMITS. Review Stop Z ZONING Rev No 3 Status F Date 2009-04-20 Cont ID   Sent By eschneid Date 2009-04-20 Time 15:55 Rev Time 0.25 Received By eschneid Date 2009-04-20 Time 15:55 Sent To   Notes 2009-04-20 16:01:36 FAILED - REVIEW COMPLETED ON 3/12.       THE FOLLOWING CONDITIONS FROM THE 3/12/09 SITE PLAN   APPROVAL LETTER HAVE NOT BEEN ADDRESSED:       A. THE BICYCLE RACK SHOWN ON ALL PLANS SHALL MATCH THE   DETAIL SHOWN ON SHEET CD-2, INCLUDING ALL DIMENSIONS.   B. THE WHEEL STOP DETAIL ON SHEET CD-2 SHALL CONFORM TO   THE CITY OF WEST PALM BEACH STANDARD WHEEL STOP SHOWN   ON FIGURE XIV-2 OF CHAPTER 94 OF THE ZONING AND LAND   DEVELOPMENT REGULATIONS.   C. WHEEL STOPS SHALL BE PROVIDED AT ALL PARKING SPACES   SINCE THE PARKING SPACES DO NOT MEET THE OVERHANG   REQUIREMENTS SHOWN ON FIGURE XIV-2 OF CHAPTER 94 OF THE   ZONING AND LAND DEVELOPMENT REGULATIONS.       CONTACT ERIC SCHNEIDER @ (561) 822-1435.     Review Stop Z ZONING Rev No 2 Status F Date 2008-12-18 Cont ID   Sent By eschneid Date 2008-12-18 Time 15:54 Rev Time 0.00 Received By eschneid Date 2008-12-18 Time 15:54 Sent To   Notes 2008-12-18 16:01:12 FAILED       ALL REPEAT COMMENTS.       1) THE CITY STAFF COMMENTS PROVIDED AS PART OF THE   FORMAL SITE PLAN HAVE NOT BEEN SUFFICIENTLY ADDRESSED   AND THEREFORE THE FORMAL SITE PLAN IS NOT APPROVED.       2) THE PLANS SUBMITTED WITH THIS PLAN REVIEW ARE THE   SAME AS THE PLANS THAT WERE INSUFFICIENT DURING THE   FORMAL SITE PLAN REVIEW.       3) ZONING WILL NOT REVIEW PLANS SUBMITTED TO THE   CONSTRUCTION SERVICES DEPARTMENT UNTIL THE FORMAL SITE   PLAN HAS BEEN APPROVED. NOTE THE PLANS REVIEWED AS PART   OF THE BUILDING PERMIT APPLICATION SHALL BE THE SAME AS   THOSE APPROVED DURING THE FORMAL SITE PLAN PROCESS.       CONTACT ERIC SCHNEIDER @ (561) 822-1435. Review Stop Z ZONING Rev No 1 Status F Date 2008-10-01 Cont ID   Sent By   Date   Time   Rev Time 0.00 Received By eschneid Date 2008-10-01 Time 08:44 Sent To   Notes 2008-10-01 08:46:53 FAILED       THIS PROJECT IS REQUIRED TO HAVE APPROVAL OF A FORMAL   SITE PLAN REVIEW BY THE PLANNING AND ZONING DEPARTMENT   PRIOR TO THE SUBMITTAL FOR BUILDING PERMIT. CODE   COMPLIANCE WILL BE REVIEWED AT THE TIME OF FORMAL SITE   PLAN APPLICATION.       CONTACT KELLY FREEMAN @ (561) 822-1435 FOR APPLICATION   PROCEEDURE. Account Summary | Usage Policy | Privacy Policy Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved