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 08020128 Review Stop B BUILDING (STRUCTURAL) Rev No 31 Status P Date 2009-09-29 Cont ID   Sent By jwitmer Date 2009-09-29 Time 16:55 Rev Time 0.50 Received By jwitmer Date 2009-09-29 Time 16:55 Sent To   Notes 2009-09-29 16:56:22 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED   REVISION REVIEW   ACTION: REVIEWED DATED 9-11-09     Review Stop B BUILDING (STRUCTURAL) Rev No 30 Status P Date 2009-09-15 Cont ID   Sent By jwitmer Date 2009-09-15 Time 13:02 Rev Time 0.50 Received By jwitmer Date 2009-09-15 Time 13:02 Sent To PC Notes 2009-09-15 13:04:17 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED   REVISION REVIEW   ACTION: REVIEWED   SHEET A020 REVISION DATED 9-04-09 Review Stop B BUILDING (STRUCTURAL) Rev No 29 Status P Date 2009-08-20 Cont ID   Sent By jwitmer Date 2009-08-20 Time 13:16 Rev Time 1.22 Received By jwitmer Date 2009-08-20 Time 13:16 Sent To   Notes 2009-08-20 13:17:40 SHOP DRAWINGS FOR PRECAST CONCRETE Review Stop B BUILDING (STRUCTURAL) Rev No 28 Status F Date 2009-08-10 Cont ID   Sent By jwitmer Date 2009-08-10 Time 16:39 Rev Time 0.00 Received By jwitmer Date 2009-08-10 Time 16:29 Sent To   Notes 2009-08-10 16:50:34 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED       AUGUST 10,2009   REVIEW : GATES PRECAST CONCRETE PRODUCTS SHOP-DRAWINGS   ACTION: DENIED           1) PLANS SUBMITTED HAVE A RUBBER STAMP SIGNATURE. THERE   IS NO PRINTED NAME OF THE ENGINEER IN THE TITLE BLOCK   EITHER.       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, ENGINEERS61G15-23.002(2)   FL. ADMIN. CODE. PLANS SIGNED & SEALED BY A   PROFESSIONAL ENGINEER SHALL INCLUDE EITHER THE: NAME,   ADDRESS AND LICENSE NUMBER OF THE ENGINEER OR, THE NAME   AND LICENSE NUMBER OF THE ENGINEER AND THE NAME,   ADDRESS AND CERTIFICATE OF AUTHORIZATION NUMBER OF THE   ENGINEERING BUSINESS THROUGH WHICH THE ENGINEER IS   PRACTICING (471.025 F.S. AND 471.023 F.S.).       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.       NOTE THESE PLANS WILL BE RETAINED.       JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)805-6731   E-MAIL: [email protected]   SURVEY:   WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES       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 27 Status P Date 2009-08-10 Cont ID   Sent By jwitmer Date 2009-08-10 Time 16:30 Rev Time 0.00 Received By jwitmer Date 2009-08-10 Time 16:30 Sent To   Notes 2009-08-10 16:31:05 STRUCTURAL ANALYSIS REPORT MUNTER ROOFTOP AIR HANDLERS Review Stop B BUILDING (STRUCTURAL) Rev No 26 Status P Date 2009-08-10 Cont ID   Sent By jwitmer Date 2009-08-10 Time 16:14 Rev Time 0.75 Received By jwitmer Date 2009-08-10 Time 15:35 Sent To   Notes 2009-08-10 16:15:25 FABCO SHOP DRAWINGS:   AB1, E1-E28 & E50 Review Stop B BUILDING (STRUCTURAL) Rev No 25 Status P Date 2009-07-28 Cont ID   Sent By jwitmer Date 2009-07-28 Time 09:35 Rev Time 0.00 Received By jwitmer Date 2009-07-27 Time 14:09 Sent To   Notes 2009-07-28 09:37:04 REVISIONS Review Stop B BUILDING (STRUCTURAL) Rev No 24 Status P Date 2009-06-17 Cont ID   Sent By jwitmer Date 2009-06-17 Time 09:30 Rev Time 0.77 Received By jwitmer Date 2009-06-17 Time 08:45 Sent To PC Notes 2009-06-17 09:30:34 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED   REVIEW: ROOF HATCH   ACTION: REVIEWED       NYSTROM/ BABCOCK-DAVIS ROOF HATCH MANUFACTURED AT THE   SAME PLANT. Review Stop B BUILDING (STRUCTURAL) Rev No 23 Status P Date 2009-06-15 Cont ID   Sent By jwitmer Date 2009-06-15 Time 12:30 Rev Time 0.55 Received By jwitmer Date 2009-06-15 Time 11:29 Sent To   Notes 2009-06-15 12:31:39 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED   REVIEW: SUBMITTALS   ACTION:REVIEWED       REVISED METAL FRAMING DETAILS   SHORING SUBMITTAL Review Stop B BUILDING (STRUCTURAL) Rev No 22 Status F Date 2009-04-21 Cont ID   Sent By jwitmer Date 2009-04-21 Time 11:51 Rev Time 0.33 Received By jwitmer Date 2009-04-21 Time 11:51 Sent To PC Notes 2009-04-21 11:54:44 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED       STRUCTURAL ANALYSIS REPORT REVIEW   ACTION: DENIED       1) THE REPORT SUBMITTED IS ONLY THE COVERSHEET OR PAGE   ONE OF TWELVE PAGES. INCOMPLETE PAPERWORK. 106.1.2   ADDITIONAL INFORMATION REQUIRED.       JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)805-6731   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 21 Status P Date 2009-04-21 Cont ID   Sent By jwitmer Date 2009-04-21 Time 11:39 Rev Time 0.77 Received By jwitmer Date 2009-04-21 Time 11:39 Sent To   Notes 2009-04-21 11:41:28 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED       SUBMITTAL:ENGINEERED SHORING DRAWINGS REVIEW   ACTION: REVIEWED       JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)805-6731   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 20 Status P Date 2009-04-21 Cont ID   Sent By jwitmer Date 2009-04-21 Time 11:24 Rev Time 0.77 Received By jwitmer Date 2009-04-21 Time 11:24 Sent To PC Notes 2009-04-21 11:30:28 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED       HILTI FIRESTOPPING SUBMITTAL REVIEW   ACTION: REVIEWED/ PROVISO       NOTE PER THRESHOLD/ SPECIAL INSPCTOR GUIDELINES COMMENT   # 26; ASSURE THAT THE DESIGNER HAS REQUIRED ON THE   PLANS OR SPECIFICATIONS ONE MATERIAL, APPROVED FORTHE   FIRE STOPPING PENETRATIONS, FOR WALLS AND CEILINGS.       JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)805-6731   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 19 Status P Date 2009-04-13 Cont ID   Sent By jwitmer Date 2009-04-13 Time 10:47 Rev Time 0.77 Received By jwitmer Date 2009-04-13 Time 10:47 Sent To PC Notes 2009-04-13 10:55:52 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED   SHOP DRAWING REVIEW:   08020128   ACTION:REVIEWED/ PROVISO       1)EXTERIOR METAL STUD FRAMING DETAIL: FRAMING DETAILS   AS FAR AS THE FRAMING OK, AGAIN   THE USE IN EXTERIOR GRADE PLYWOOD IS TO BE LIMITED TO:       BUILDING PROVISO:   1A) 603.1(1) (1.2) NONBEARING EXTERIOR WALLS WHERE NO   FIRE RATING IS REQUIRED &   1B) TABLE 602 FOR FIRE RATING OF EXTERIOR WALLS BASED   ON FIRE SEPERAATION DISTANCE.       JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)805-6731   E-MAIL: [email protected]       PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS   LAW. WRITTEN COMMUNICATIONS TO OR FROM L   OCAL 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 18 Status P Date 2009-04-13 Cont ID   Sent By jwitmer Date 2009-04-13 Time 10:43 Rev Time 0.77 Received By jwitmer Date 2009-04-13 Time 10:43 Sent To PC Notes 2009-04-13 10:47:37 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED   SUBMITTAL REVIEW:   ACTION: REVIEWED   DESIGN CRITERIA: THOMAS KELAHER P. E. STRUCTURAL   CONSULTANT   SHOP DRAWING STAMP BY TRC WORLDWIDE ENGINEERING       JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)805-6731   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 17 Status F Date 2009-04-09 Cont ID   Sent By jwitmer Date 2009-04-09 Time 14:45 Rev Time 0.33 Received By jwitmer Date 2009-04-09 Time 14:45 Sent To PC Notes 2009-04-09 14:52:44 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED   SHOP DRAWING REVIEW   ACTION: DENIED       FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL   FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE   ENGINEER OF RECORD FOR REVIEW.       JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)805-6731   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 16 Status P Date 2009-04-01 Cont ID   Sent By jwitmer Date 2009-04-01 Time 15:41 Rev Time 0.77 Received By jwitmer Date 2009-04-01 Time 15:41 Sent To   Notes 2009-04-01 15:50:07 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED       SUBMITTAL REVIEW   ACTION: REVIEWED   CONCRETE MIX DESIGN   EPOXY & GROUT SUBMITTALS         Review Stop B BUILDING (STRUCTURAL) Rev No 15 Status F Date 2009-04-01 Cont ID   Sent By jwitmer Date 2009-04-01 Time 15:23 Rev Time 0.22 Received By jwitmer Date 2009-04-01 Time 15:23 Sent To   Notes 2009-04-01 15:27:19 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED       SUBMITTAL REVIEW       ACTION: DENIED       1) SUBMITTALS FOR IRRIGATION SYSTEM NOT REVIEWED,   PLEASE SUBMIT FOR A IRRIGATION PERMIT. THIS IS A   SEPERATE PERMIT, WITH ASSOCIATED REVIEWS AND FEES.       JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)805-6731   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 14 Status P Date 2009-03-17 Cont ID   Sent By jwitmer Date 2009-03-17 Time 13:35 Rev Time 0.77 Received By jwitmer Date 2009-03-17 Time 13:35 Sent To   Notes 2009-03-17 13:51:21 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED   REVIEW PANEL WIND LOAD CALCS FOR HEATCRAFT   REFRIGERATION PRODUCTS,   HCU, EXTENDED HCU AND HTS UNITS, NTC WIND RESISTANCE   MODEL   AND LSERIES UNITS           ACTION: REVIEWED 2009-03-17 13:48:59 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED   REVIEW: WALKER ENG. WIND ANALYSIS FOR ROOFTOP EQUIPMENT   ENCLOSURE   ACTION: REVIEWED     Review Stop B BUILDING (STRUCTURAL) Rev No 13 Status F Date 2009-03-17 Cont ID   Sent By jwitmer Date 2009-03-17 Time 13:21 Rev Time 0.55 Received By jwitmer Date 2009-03-17 Time 13:21 Sent To PC Notes 2009-03-17 13:26:28 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED   REVIEW DESIGN CRITERIA TARGET# T-2427   ACTION: DENIED       1) TRC WORLDWIDE ENGINEERING INC. SHOP DRAWING REVIEW   STAMP IS STAMPED DIRECTLY OVER THE DESIGN WIND DESIGN   CRITERIA, NOT LEGIBLE.   (2004 FBC) 106.1.1 INFORMATION ON CONSTRUCTION   DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF   SUFFICIENT   CLARITY TO INDICATE THE LOCATION, NATURE & EXTENT OF   THE WORK PROPOSED & SHOW IN DETAIL THAT IT WILL CONFORM   TO THE   PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES,   AND RULES AND REGULATIONS AS DETERMINED BY THE BUILDING   OFFICIAL.       2) 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)805-6731   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 12 Status F Date 2009-03-17 Cont ID   Sent By jwitmer Date 2009-03-17 Time 13:15 Rev Time 0.22 Received By jwitmer Date 2009-03-17 Time 13:15 Sent To PC Notes 2009-03-17 13:19:28 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED   REVIEW SIGNED AND SEALED ENGINEERED EDC SHORING DESIGN   ACTION: DENIED       1) 2004 FBC) 106.1.1 INFORMATION ON CONSTRUCTION   DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF   SUFFICIENT   CLARITY TO INDICATE THE LOCATION, NATURE & EXTENT OF   THE WORK PROPOSED & SHOW IN DETAIL THAT IT WILL CONFORM   TO THE   PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES,   AND RULES AND REGULATIONS AS DETERMINED BY THE BUILDING   OFFICIAL.       PLANS ARE SHRUNK AND NOT LEGIBLE FOR ELECTRONIC COPYING   INTO RECORD RETENSION.       JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)805-6731   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 11 Status F Date 2009-03-17 Cont ID   Sent By jwitmer Date 2009-03-17 Time 11:20 Rev Time 2.22 Received By jwitmer Date 2009-03-17 Time 11:20 Sent To   Notes 2009-03-17 12:01:08 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED       MARCH 17, 2009   REVIEW EXTERIOR METAL STUD FRAMING DETAILS   ACTION: DENIED       1) MOST EXTERIOR DETAILS INDICATE USE OF GYPSUM   SHEATHING IN THE DETAIL SHEET BUT WITHIN THE DETAIL   SHEET THEY INDICATE SEE 1/SK-3.0 WHICH IS RED LINED 5/8   PLYWOOD PANEL NOT THE GYPSUM SHEATHING AS INDICATED ON   THE DETAIL SHEETS. PLEASE REVIEW SECTION 603.1 AND   TABLE 601& 602 WHERE FIRE RETARDANT TREATED PLYWOOD CAN   BE USED.       2) THE EXTERIOR METAL STUD FRAMING DETAILS ALSO ARE   MISSING THE WIND DESIGN CRITERIA THEY WERE DESIGNED   TOO!       1609.6.2 WIND DESIGN PROCEDURES   1) THE BASIC WIND SPEED, V, SHALL BE DETERMINED IN   ACCORDANCE WITH SECTION 1609.3. THE WIND SHALL BE   ASSUMED TO COME FROM ANY HORIZONTAL DIRECTION.   2) AN IMPORTANCE FACTOR, IW, SHALL BE DETERMINED IN   ACCORDANCE WITH SECTION1609.5.   3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN   ACCORDANCE WITH 1609.4.   4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *   SHALL BE DETERMINED FROM TABLE 1609.6.2.1(4)       JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)805-6731   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 10 Status F Date 2009-03-17 Cont ID   Sent By jwitmer Date 2009-03-17 Time 09:31 Rev Time 0.33 Received By jwitmer Date 2009-03-17 Time 09:31 Sent To PC Notes 2009-03-17 09:35:14 BUILDING PLAN REVIEW   PERMIT: 08020128 MASTER PERMIT   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS           BUILDING TYPE: I-B/ FULLY SPRINKLERED       REVIEW: CONCRETE SHORING AND FORMING DETAIL   ACTION: DENIED       FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR   SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,   SHOP DRAWINGS ETC...       JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)805-6731   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 9 Status P Date 2009-03-17 Cont ID   Sent By jwitmer Date 2009-03-17 Time 08:29 Rev Time 3.00 Received By jwitmer Date 2009-03-17 Time 08:29 Sent To PC Notes 2009-03-17 08:37:18 BUILDING PLAN REVIEW   PERMIT: 08020128 MASTER PERMIT   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS           BUILDING TYPE: I-B/ FULLY SPRINKLERED       REVIEW: ROOFING PRODUCT APPROVALS & REVISION 1/16/09   ACTION: REVIEWED       1) NOTE THIS IS A REVISION UNDER THE MASTER PERMIT   NUMBER, AT THIS TIME THERE HAS BEEN NO ROOFING   CONTRACTOR APPLY FOR A ROOFING PERMIT.       2004-FL# 9274-R1   MANUFACTURER: SIKA SARNAFIL   TABLE 2C-1 SYSTEM TYPE D   SYSTEM # S-44   ASCE 7-02   ZONE 1 71PSF   ZONE 2 108PSF   ZONE 3 153 PSF     Review Stop B BUILDING (STRUCTURAL) Rev No 8 Status P Date 2009-03-12 Cont ID   Sent By jwitmer Date 2009-03-12 Time 15:49 Rev Time 1.55 Received By jwitmer Date 2009-03-12 Time 15:49 Sent To   Notes 2009-03-12 15:53:28 SHOP DRAWINGS FOR VISTAWALL ARCHITECTURAL PRODUCT   "HR"251DG   FL ST APPROVAL# 7129   ALUMINUM WINDOW WALL LMI NOA 04-0308.02       AUTOMATIC SLIDDING DOOR DURA-STORM 3000/ IMPACT         Review Stop B BUILDING (STRUCTURAL) Rev No 7 Status F Date 2009-02-10 Cont ID   Sent By jwitmer Date 2009-02-10 Time 12:39 Rev Time 1.55 Received By jwitmer Date 2009-02-10 Time 12:39 Sent To   Notes 2009-02-10 12:41:12     BUILDING PLAN REVIEW   PERMIT: 08020128   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE: I-B/ FULLY SPRINKLERED   REVIEW: ROOFING PRODUCT APPROVALS   ACTION: DENIED       1) NOTE THIS IS A REVISION UNDER THE MASTER PERMIT   NUMBER, AT THIS TIME THERE HAS BEEN NO ROOFING   CONTRACTOR APPLY FOR A ROOFING PERMIT.       THE FOLLOWING COMMENTS ARE COPIED FROM A E-MAIL SENT TO   BRETT NANSEN ABOUT THE ROOFING REVISIONS SUBMITTED   WITHIN THE LAST ROUND OF REVISIONS.       GOOD MORNING BRETT,       I'VE BEEN REVIEWING YOUR REVISIONS (ARCHITECTURAL &   STRUCTURAL) FOR THE TARGET STORE LOCATED AT 1760 PALM   BEACH LAKES BLVD. AS FAR AS THE ROOFING REVISION   SUBMITTED I DO HAVE A FEW ISSUES.       YES, THE DESIGNER OF RECORD DOES NEED TO REVIEW ALL   DOCUMENTS THAT PERTAIN TO THEIR DESIGN, COMPONENTS AND   CLADDING. FL 61G1-23.015 (2) THE ARCHITECT IS   RESPONSIBLE FOR SUPERVISING AND REVIEWING ALL PROJECT   DATA, REPORTS, SHOP DRAWINGS ETC...   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.       ON THE ARCHITECTURAL SHEET A001 YOU INDICATE REVISED   PRODUCT APPROVALS, THIS IS A PROVISO, SINCE ALL PRODUCT   APPROVALS WILL NEED TO BE REVIEWED ON AN INDIVIDUAL   BASES. FOR EXAMPLE, FOR THE ROOF YOU HAVE SUBMITTED   SIKASARNAFIL, INC. WITHTWO INDIVIDUAL REPORTS ONE A FL   9274-R1 AND A SECOND A MIAMI-DADE NOA 07-0614.04. WE   WILL ACCEPTEITHER REPORT BUT THE CONFUSION IS WHEN ON   SHEET A001 THE REFERENCED SUB-SYSTEM IS FOUND IN THE   MIAIMI- DADE NOAPAGE 22-23 SYSTEM(D-8) PATTERN # 2WHICH   DOES HAVE THE SAME PRESSURES AS THE FLORIDA REPORT   9274.1TABLE 2C-1 SYSTEM D S-44.THE DIFFERENCE BETWEEN   THE TWO REPORTS ARE THE THIS MAY OR MAY NOT BE A   FACTOR. ITMAY DEPEND ON THE INSULATION FACTOR. THE   ENHANCED FASTENING BY C-BUCK ENGINEERING REFERENCES THE   FL REPORT 9274.1 WITHIN THE DOCUMENT. WHICH REPORT   WOULD YOU WANT US TO USE?       IN NEITHER CASE DOES THE REPORT INDICATE WHICH TYPE OF   INSULATION THAT CAN BE USED . THE FL.REPORT 9742.1   UNDER INSULATION BOARD INDICATES TO ATTACH PER NOA. THE   FL 9742.1 SUB-SYSTEM S-44 INDICATES ONE OR MORE LAYERS   ANY COMBINATION, ATTACHMENT IS PRELIMINARILY ATTACHED,   THE FIRST PAGE DOES LIST PRODUCTS THAT COULD BE   INSTALLED. THE MIAMI-DADE REPORT UNDER THE FRONT   HEADING OF COMPONENTS LIST ALL INSULATION SYSTEMS THAT   CAN BE INSTALLED UNDER THE MIAIMI-DADE NOA. NO   INFORMATION HAS BEEN SUBMITTED AT THIS TIME.       THE REASON WE REQUEST A INSULATION SHOP DRAWING IS THAT   THE MINIMUM AMOUNT OF INSULATION WILL BE AT THE ROOF   DRAINS. THE NEW ENERGY INPUT DATA REPORT INDICATES THE   R-VALUE OF 17.4. THE DESIGNER OF RECORD WOULD NEED TO   PICK OUT THE INSULATION TYPE OR HAVE THE ROOFER PICK   OUT THE TYPE OF INSULATION THAT WILL MEET THIS   CRITERIA. THEN FROM THE ROOF DRAINS THE INSULATION WILL   TAPER UP TO THE PARAPET WALLS AT A RATE REQUIRED BY   CODE. THE ONE ISSUE WE HAVE SEEN WITH THIS SHOP DRAWING   REVIEW IS THAT THE INSULATION MAY BECOME SO THICK THAT   THE FASTENERS WILL NOT REACH THROUGH TO THE METAL DECK,   THUS NEEDING TO CREATE MORE ROOF DRAINS.       AT THIS TIME I BELIEVE THERE IS STILL ALLOT OF   UNANSWERED QUESTIONS ABOUT THE ROOFING SYSTEM, DEPTH OF   INSULATION REQUIRED AND THE ROOFING PACKAGE NOT BEING   REVIEWED BY THE DESIGN PROFESSIONAL.           JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)805-6731   E-MAIL: [email protected]       MEMBER OF BOAF, THE BUILDING OFFICIALS ASSOCIATION OF   FLORIDA: PROTECTING LIVES AND PROPERTY SINCE 1953.       PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS   LAW. UNDER FLORIDA STATE STATUTE SB 80, E-MAIL   ADDRESSES ARE PUBLIC RECORDS.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 6 Status P Date 2009-02-10 Cont ID   Sent By jwitmer Date 2009-02-10 Time 12:39 Rev Time 7.55 Received By jwitmer Date 2009-02-09 Time 07:45 Sent To   Notes 2009-02-10 13:32:18 BUILDING PLAN REVIEW   PERMIT: 08020128   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE: I-B/ FULLY SPRINKLERED   REVISION REVIEW   ACTION:REVIEWED-OK   SHEETS & REVISION NUMBER/ DATE       A001 REV# 2 9-08-08   PROVISO: HEADING PRODUCT APPROVALS:   140 MPH/ 3 SECOND GUST   INDIVIDUAL PRODUCT APPROVALS TO BE REVIEWED SEPERATELY   A020 REV BID 7-31-08   A021 REV# 2 9-08-08   A110 REV# 3   A121 REV#32 1-21-09   A125 REV# 13/32 10-16-08/ 1-21-09   A30 REV# BID 7-31-08   A131 REV#32 1-21-09   A141 REV# 32 1-21-09   A151 REV# 21 11-21-08   A152 REV# 30 11-19-08   A161 REV# 33 1-16-09   A201 REV# 1 8-21-08   A211 REV# 22 11-21-08   A212 REV# 22 11-21-09   A213 REV# 22 11-21-09   A214 REV# 22 11-21-08   A215 REV#22 11-21-08   A216 REV# 22 11-21-08   A217 REV#1 8-28-08   A231 REV#16   A300 REV#15 11-15-08   A301 REV# 29 1-08-09   A302 REV#28 10-29-08/ REV#29 1-08-09   A303 REV#8 10-29-08   A305 REV#15 11-07-08   A311 REV# 16 11-14-08   A312 REV#18 11-14-08   A313 REV# 9 10-09-08 REV 17 11-13-08   A321 REV# 18 11-14-08   A331 REV# 2 9-08-08   A351 REV# 32 1-21-09   A352 REV#32 1-21-09   A361 REV 30-32 1-09-09/ 1/21/09   A502 REV# 13 10-16-08 REV# 16 11-14-08   A601   A611   A621   A622   A701   A702 REV#19 11-18-08   A801 REV# 1 8-24-08 REV# 16 11-14-08   A851 REV# 6 9-12-08   A891 REV# 15 11-07-08   A892 REV# 15 11-07-08   A893 REV#15 11-07-08       S110 REV#16 12-15-08 REV# 32 1-21-09   S111   S141 REV#16 12-15-08 REV# 32 1-21-09   S211 REV#16 12-15-08   S212 REV#16 12-15-08   S311   S321 REV# 16 12-15-08   S361 REV# 26 1-09-09   S501 REV# 16 12-15-08   S521 REV# 16 12-15-08   S522 REV# 16 S522   S531 REV#16 12-15-08       JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)805-6731   E-MAIL: [email protected]       MEMBER OF BOAF, THE BUILDING OFFICIALS ASSOCIATION OF   FLORIDA: PROTECTING LIVES AND PROPERTY SINCE 1953.       PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS   LAW. UNDER FLORIDA STATE STATUTE SB 80, E-MAIL   ADDRESSES ARE PUBLIC RECORDS.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 2009-01-08 Cont ID   Sent By jwitmer Date 2009-01-08 Time 14:22 Rev Time 1.33 Received By jwitmer Date 2009-01-08 Time 14:22 Sent To PC Notes 2009-01-08 16:57:34 BUILDING PLAN REVIEW   PERMIT: 08020128   ADD: 1760 PALM BEACH LAKES BLVD   CONT: RYAN CO.   TEL: (813)267-3281       FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       SUBMITTALS REVIEW:PANEL WIND LOAD CALCULATIONS   PREPARED BY BLANEY ENGINEERING INC.   ACTION: DENIED       1) THE DOCUMENT SUBMITTED BLANEY ENGINEERING HAS BEEN   SUBMITTED ON A FEW PROJECTS AND DENIED IN ALL   CASES.SHEET # 6 OF THIS DOCUMENT INDICATES THE SAFE   ALLOWABLE LOADS THAT CAN BE APPLIED TO THIS FASTENER.   SHEET # 4 IS REDUCING THE SAFETY FACTOR OF THE FASTENER   ITSELI.       1A)NOTE # 6 FROM THE STEEL STUD MANUFACTURERS   ASSOCIATION PRODUCT TECHNICAL INFORMATION PACKET   INDICATES, APPLIED LOADS MAY BE MULTIPLIED BY 0.75 FOR   WIND LOADING PER AISI A 5.1.3.   2004 FBC 1605.3.1.1 ALSO REQUIRES THE LOAD REDUCTIONS:   605.3.1.1 LOAD REDUCTION.   1. IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT OF   TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE EFFECT   OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN SHALL   NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD LOAD AND   ANY OF THE VARIABLE LOADS.   2. INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE   MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED   STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD   COMBINATIONS OF SECTIONS 1605.3.1. DURATION OF LOAD   INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER   23.   EXCEPTION: INCREASES IN ALLOWABLE STRESS SHALL BE   PERMITTED IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402   PROVIDED THE LOAD REDUCTION OF SECTION 1605.3.1.1 ITEM   1 SHALL NOT BE APPLIED.   3. SIMULTANEOUS USE OF BOTH ONE-THIRD INCREASE IN   ALLOWABLE STRESS AND THE 25-PERCENT REDUCTION IN   COMBINED LOADS SHALL NOT BE PERMITTED.       1B) BEFORE THE 2004 FBC THE CODE ALLOWED A 1 1/3RD   INCREASE IN FASTENERS. CURRENTLY ALL PRODUCT APPROVALS   BEFORE THE 2004 FBC WENT INTO EFFECT THEY HAVE TO BE   RE-EVALUATED TO THE 2004 FBC OR HAVE A FLORIDA PE   RECALCULATE THE FASTENER STRENGTH.       1C) IN REVIEWING COMPARIBLE FASTENERS CLARK AND WESTERN   HAVE VALUES OF 177 LBS FOR SHEAR AND 84 LBS FOR TENSION   # 10 SCREW 33 MILS/ FY (KSI) 33   DIETRICH VALUES OF 151 LBS FOR SHEAR AND 75 LBS FOR   TENSION # 10 SCREW 33 MILD/ FY (KSI) 33       1D) SSMA SCREW TABLE NOTES# 4, SCREW STRENGTH NEEDS TO   BE VERIFIED BY THE SCREW MANUFACTER. WE HAVE FOUND SOME   OF THE TIMES THE FASTENERS ARE IMPORTS AND TESTING HAS   NOT BEEN COMPLETED   BECAUSE OF INCONSISTEANCEY OF THE YIELD STRENGHT OF THE   METALS OR ALLOYS.PLEASE PROVIDE THE ACTUAL SCREW   MANUFACTURERS VALUES FOR SHEAR AND TENSION.       1E) BLANEY ENGINEERING HAS BEEN CONTACTED BY THIS   OFFICE BY SAMANTHA HILL AND IS AWARE THAT THE VALUES OF   THE FASTENERS WILL NEED TO BE THE MANUFACTURERS VALUES,   THAT YOU DO NOT INCREASE BUT DECREASE VALUES BECAUSSE   OF COMBINED LOADING OF VERTICAL LOADS, GRAVIRTY LOADS   AND HORIZONTAL LOADING THAT MAY OCCUR AT THE SAME TIME.       WALKER ENGINEERINGPAGE 6 OF 31       2) PLEASE PROVIDE WHERE THE VALUES FOUND ON PAGE 6   SCREW ALLOWABLE PULLOUT WAS DERIVED FROM. THERE IS   ASSUMPTION OR UNKNOWNS THAT DO MAKE A DIFFERENCE ON THE   VALUES PRESENTED OR THAT WERE NOT STATED.       2A) THE BASE METAL THICKNESS (GAUGE) THE FIRST UNKNOWN   IS WHAT TYPE OF METAL ARE WE WORKING WITH FOR THE BASE   METAL, STEEL, GALVENIZED STEEL, STAINLESS, ETC AND ON   THE VALUES OF FY/ FU.       2B) AS STATED ABOVE IN THE FIRST SECTION THE ALLOWABLE   WORKING STRENGTH OF THE MATEIALS TO BE FATTACHED   TOGETHER AND THE SCREW TO SEE WHAT IS THE WEAKEST VALUE   THAT CAN BE USED, SINCE THIS WILL BE THE FAILURE POINT.       3) UNDER THE WALKER ENGINEERING REPORT PAGE 2 THE   DOCUMENT REFERENCES THE 2007 FBC, THIS IS INCORRECT,   SHOULD READ THE 2004 FBC WITH 2007 SUPPLEMENTS.       4) WALKER ENGINEERING REPORT PAGE2 ASCE 7-05 IS   REFRENCED THE 2004 FBC CHAPTER 35 ONLY REFRENCES THE   ASCE 7-02 VERSION PLEASE CORRECT.       JIM WITMER C. B. O.   BUILDING PLAN REVIEW II       TEL: (561)805-6715   FAX: (561)805-6731   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 2008-09-10 Cont ID   Sent By jwitmer Date 2008-09-10 Time 10:03 Rev Time 3.33 Received By jwitmer Date 2008-09-10 Time 10:03 Sent To   Notes 2008-09-10 10:05:12 BUILDING PLAN REVIEW   PERMIT: 08020128   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS   SEPT. 10/08   BUILDING TYPE: I-B/ FULLY SPRINKLERED       ACTION: REVIEWED       1)PROVISO: SUBMITTED WERE TWO TYPES OF FLOOR EXSPANSION   JOINT MATERIALS, IN ONE CASE THE SINCE THE HFXR-1-1   SYSTEM DOES INDICATE THAT THE FIRE BARRIER IS OPTIONAL,   SHOP DRAWINGS ARE TO BE REVIEWED BY THE DESIGN TEAM   BEFORE SUBMITTED TO THE BUILDING DEPARTMENT, SINCE THE   CUT SHEETS PROVIDED DO NOT INDICATE THE REQUIRED FIRE   BARRIER SYSTEM TO TIE WITH THIS PRODUCT.   THE SECOND PRODUCT SUBMITTED WAS MM PYRO-FLEX/ PF   SERIES AGAIN THERE IS NO INFORMATION AS TO THE REQUIRED   THICKNESS OF THIS PRODUCT OR THE HOURLY RATING OF THE   PRODUCT, THE DESIGN TEAM BEFORE SUBMITTED TO THE   BUILDING DEPARTMENT, SINCE THE CUT SHEETS PROVIDED DO   NOT INDICATE THE REQUIRED FIRE BARRIER SYSTEM TO TIE   WITH THIS PRODUCT.       2) BUILDING PROVISO: PLEASE PROVIDE THE MANUFACTURERS   SPEC FOR FIRE RESISTANT RATING OF STRUCTURAL MEMBERS   BEFORE FRAMING INSPECTION. THE CODE ANALYSIS INDICATES   THIS TO BE A TYPE I-B BUILDING REQUIRING FIRE RATINGS   OF THE STRUCTURAL STEEL AND BAR JOIST, PLEASE PROVIDE   THE MANUFACTURERS SPEC AND THE THICKNESS REQUIRED TO   ACHIEVE THE REQUIRED FIRE RATING. TABLE 601 & 721.5.       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 2008-08-11 Cont ID   Sent By jwitmer Date 2008-08-11 Time 13:41 Rev Time 15.00 Received By jwitmer Date 2008-08-07 Time 13:41 Sent To   Notes 2008-08-07 13:46:10 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE: I-B/ FULLY SPRINKLERED   3RD REVIEW 08-07-08   ACTION: DENIED       1-4) COMPLIED.       5) BUILDING PROVISO: 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.       6) BUILDING PROVISO: 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.       7) 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.       8-10) COMPLIED.       11)INFORMATIONAL ONLY, PLEASE REVIEW SHEET A021 EXIT   ANALYSIS, SALES AREA PER SQ FT/ OCC. THIS IS THE 2ND   FLOOR WHICH IS NOT CONSIDERED THE GRADE FLOOR. THE   OCCUPANT LOAD FOR THIS FLOORS SALES AREA WOULD BE   FIGURED AT 60 FT / OCCUPANT NOT THE 30 AS INDICATED IN   THE TABLE SEE TABLE 1004.1.2.PLAN NOTES HAVE BEEN ADDED   TO THE EXIT STAIRWAY SCHEDULE.       11A) COMPLIED.       11B) 08-11-08 COMPLIED.       11C-11K) COMPLIED.       12A)PROVISO: SUBMITTED WERE TWO TYPES OF FLOOR   EXSPANSION JOINT MATERIALS, IN ONE CASE THE SINCE THE   HFXR-1-1 SYSTEM DOES INDICATE THAT THE FIRE BARRIER IS   OPTIONAL, SHOP DRAWINGS ARE TO BE REVIEWED BY THE   DESIGN TEAM BEFORE SUBMITTED TO THE BUILDING   DEPARTMENT, SINCE THE CUT SHEETS PROVIDED DO NOT   INDICATE THE REQUIRED FIRE BARRIER SYSTEM TO TIE WITH   THIS PRODUCT.   THE SECOND PRODUCT SUBMITTED WAS MM PYRO-FLEX/ PF   SERIES AGAIN THERE IS NO INFORMATION AS TO THE REQUIRED   THICKNESS OF THIS PRODUCT OR THE HOURLY RATING OF THE   PRODUCT, THE DESIGN TEAM BEFORE SUBMITTED TO THE   BUILDING DEPARTMENT, SINCE THE CUT SHEETS PROVIDED DO   NOT INDICATE THE REQUIRED FIRE BARRIER SYSTEM TO TIE   WITH THIS PRODUCT.       13) 08-11-08 COMPLIED.   14-19) COMPLIED.       20) COMPLIED.       21A) 08-11-08 COMPLIED.       21B-C) 11-08-08 COMPLIED.T       22-30) COMPLIED.       31) BUILDING PROVISO: PLEASE PROVIDE THE MANUFACTURERS   SPEC FOR FIRE RESISTANT RATING OF STRUCTURAL MEMBERS   BEFORE FRAMING INSPECTION. THE CODE ANALYSIS INDICATES   THIS TO BE A TYPE I-B BUILDING REQUIRING FIRE RATINGS   OF THE STRUCTURAL STEEL AND BAR JOIST, PLEASE PROVIDE   THE MANUFACTURERS SPEC AND THE THICKNESS REQUIRED TO   ACHIEVE THE REQUIRED FIRE RATING. TABLE 601 & 721.5.       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 2008-06-24 Cont ID   Sent By jwitmer Date 2008-06-24 Time 14:03 Rev Time 8.88 Received By jwitmer Date 2008-06-24 Time 14:03 Sent To   Notes 2008-06-24 15:00:55 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       BUILDING TYPE: I-B/ FULLY SPRINKLERED   2NDREVIEW 6-24-08   ACTION: DENIED       1A)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 DOCUMENTSWEST 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 ) INFORMATIONAL, FL S S 713.13NOTICE OF   COMMENCEMENT, TO BE FILED WITH THE CLERK OF THE COURT.   NOTE: 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF   COMMENCEMENT IS NOT ACTUALLYCOMMENCED WITHIN 90 DAYS   AFTER THE RECORDING THEREOF, SUCH NOTICE IS NULL &   VOID. NOTE: 713.13(6) THE POSTING OF THE NOTICE OF   COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE THE FIRST   INSPECTION.       1E) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)   AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC   BUILDING WITH THE 2007 SUPPLEMENTS. PLEASE CORRECT   SHEET G001 BUILDINGCODE INFORMATION.   BUILDING ALLOWABLE FLOOR AREA- IS INDICATED AS   UNLIMITED, NOTE S-2 PORTION OF THE BUILDING DOES HAVE   AREA LIITATIONS TABLE 503.       PLEASE NOTE THAT IF A PERMIT APPLICATION WILL NEED TO   BE APPLIED FOR BEFORE DEC. 31, 2008 TO LOCK THIS   PROJECT IN UNDER THE 2004 FBC. ON JAN.1, 2009 THE 2007   FBC WILL GO INTO AFFECT.       2) 2ND REQUEST, AT THIS TIME WE HAVE NOT SEEN ANY   APPLICATION FOR A RESIDENT INSPECTOR. FBC* 109.3.7   RESIDENT INSPECTOR. SUBMIT INSPECTOR RESUME' AND   LICENSE DOCUMENTS TO KEN CONRAD , DIRECTOR OF THE   RESIDENT INSPECTOR PROGRAM. 805-6711 OR 805-3749.A   RESIDENT INSPECTOR PROGRAM IS REQUIRED, ON THIS   PROJECT, DUE TO ONE OR MORE OF THE FOLLOWING:   XXX -BUILDINGS/ADDITIONS OF TYPE I OR II   CONSTRUCTION   - ANY MAJOR STRUCTURAL ALTERATIONS   - STRUCTURES IN WHICH THE CONCRETE   DESIGN IS BASED ON COMPRESSIVE STRENGTH (F'C)   IN EXCESS OF 3000 PSI   - PILE DRIVING   XXX - BUILDINGS OVER 20,000 SQ FT IN AREA   - BUILDINGS OVER 2 STORIES IN HEIGHT   - BUILDING/STRUCTURES OF UNUSUAL DESIGN OR   METHODS OF CONSTRUCTION       3) FBC* 109.3.7 SINCE A RESIDENT INSPECTOR WILL   REQUIRED, THREE OF ALL DOCUMENTS (PLANS, REPORTS,   SUBMITTALS AND PRODUCT APPROVALS) WILL BE REQUIRED FOR   ISSUANCE OF THE PERMIT.       4) NOTE THERE HAVE BEEN (2) SUBMITIONS OF SOILS REPORTS   TO THIS OFFICE, MAY 29TH 3 SETS OF COPIED SIGNATURES OF   THE ENGINNEER WERE SUBMITTED, THE SECOND SET DATED JUNE   22, 2008 WERE SUBMITTED TO THIS OFFICE AGAIN   PHOTO-COPIED SIGNATURES WITH A RAISED SEAL WERE   SUBMITTED TO THIS OFFICE.   61G15-23.002(2)FL. ADMIN. CODE. PLANS SIGNED & SEALED   BY A PROFESSIONAL ENGINEER SHALL INCLUDE EITHER THE:   NAME, ADDRESS AND LICENSE NUMBER OF THE ENGINEER OR,   THE NAME AND LICENSE NUMBER OF THE ENGINEER AND THE   NAME, ADDRESS AND CERTIFICATE OF AUTHORIZATION NUMBER   OF THE ENGINEERING BUSINESS THROUGH WHICH THE ENGINEER   IS PRACTICING (471.025 F.S. AND 471.023 F.S.).       SOILS REPORTS PLEASE SUBMIT THREE REPORTS WITH ORIGINAL   SIGNATURES, NOT COPIES OR STAMPED SIGNATURES.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   .       ALLOF THE SUBMITTED SOILS REPORTS ARE GOING TO BE   RETAINED FOR POSSIBLE REVIEW BY THE FLORIDA ENGINEERS'   BOARD.       5)BUILDING PROVISO: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.       6) BUILDING PROVISO: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.       7) 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.       8A)SEECOMMENT 1-E .       8B-C) COMPLIED.       9-10) COMPLIED.       11) PLEASE REVIEWSHEET A021 EXIT ANALYSIS, SALES AREA   PERSQ FT/ OCC. THIS IS THE 2ND FLOOR WHICH IS NOT   CONSIDERED THE GRADE FLOOR. THE OCCUPANT LOAD FOR THIS   FLOORS SALES AREA WOULD BE FIGURED AT60 FT / OCCUPANT   NOT THE 30 AS INDICATED IN THE TABLE SEE TABLE   1004.1.2.       11A) COMPLIED.       11B) SEMI-COMPLIED.AS DISCUSSED IN OUR MEETING WITH   THE TARGET DESIGN TEAM WE CONCUR THAT STAIRA IS NOT   PART OF THE REQUIRED EGRESS STAIRS BUT IF THIS IS TO BE   THE CASE PLEASE SEE A021 THAT DOES HAVE TRAVEL   DISTANCES MARKED WITH AN ARROW DIRECTLY DOWN THESE   STAIRS. 707.2, EXCEPTION 2.       11C-11K) COMPLIED.       12A)PROVISO: PLEASE PROVIDE CUT SHEET OF ASTM E1966   ASSEMBLY. NUMBER.A021 REFERS TO DETAIL#2 SHEETA331   THIS SECTION OR DETAIL REFERENCES DETAIL 20 ON SHEET   A231. IT APPEARS TO BE AN EXPANSION JOINT IN THE FLOOR   BUT THERE IS NO INFORMATION THAT I CAN FIND ON THE   FIREPROOFING REQUIREMENTS TABLE 601 FOR FLOOR SYSTEMS   AND OCCUPANCY TYPE SEPARATION TABLE 302.3.2.PLEASE   PROVIDE FLOOR CEILING TYPE PENETRATIONS FOR PIPES AND   CONDUITS AS WELL AS FOR ANY HORIZONTAL PENETRATION OF   RATED FLOOR/ CEILING ASSEMBLY.   SEE 711.3.& 712.3.1.       12B)COMPLIED.       13) 2ND REQUEST, THE RESPONSE INDICATES COMPLIANCE ON   CIVIL PLANS , PLEASE PROVIDE THE PLANS FOR REVIEW.   SHEETA110 INDICATES THE DISABLED PARKING SPACES AND   ACCESS AISLES BUT NOT THE ELEVATION CHANGES OF THE   PARKING LOT VERSES DISABLED SPACES AND ACCESS AISLES.   THE OTHER ISSUE IS NO INFORMATION FOR DETECTABLE   WARNING AT HAZARDOUS VEHICULAR AREAS 11-4.29.5.       14) SHEET A110 :   A-C)COMPLIED.   D) NEW COMMENT: THIS SHEET INDICATES MULTIPLE AREAS   WHERE CURB CUTS ARE INDICATED, PLEASE COMPLY WITH   11-4.7.5 FLARED SIDES.   E) NEW COMMENT: GRID LINE 8 AT B/C THIS HANDICAPPED   PARKING SPACE IS MISSING THE ACCESS AISLE11-4.6.3.       15-19) COMPLIED.       20)2ND REQUEST, SHEET A351 & A352 BOTH INDICATE AN   ELECTRICAL DISTRIBUTION CENTER THAT DOES NOT HAVE A   CODE COMPLIANT STAIR. THE CODE DOES ALLOW FOR FIXED   LADDERS AS PART OF A MEANS OF EGRESS IN THE FOLLOWING   LOCATIONS:FOR BOILERS (1014.3), REFRIGERATION ROOM   (1014.4), STAGE EXITS 410.5.4, 1014.6.6.1 GALLERY,   GRIDIRONS AND CATWALKS THAT ARE ASSOCIATED WITH STAGES   AND HELISTOPS (1018.1.2.). PLEASE PROVIDE A CODE   COMPLIANT STAIRWAY.THE PLANS WILL MEET THE EXCEPTION   UNDER 1009.3 INDUSTRIAL EQUIPMENT ACCESS STAIRS. PLEASE   PROVIDE THE WIDTH OF THE STAIRS, TREAD AND RISERS.       21) 2ND REQUESTPLEASE PROVIDE ADDITIONAL INFORMATION   ON THE ELECTRICAL DISTRIBUTION CENTER,   PRE-MANUFACTURED? TYPE OF MATERIAL, FIRE RATINGS ETC?   NFPA 13.8.14.10. THE STAIR WALL THAT LEADS TO THE EDC   ARE INDICATED AS 2HR WALLS. THE WALLS DO NOT CONTINUE   TO ENCLOSE THE STAIR LANDING WHICH WOULD BE WHAT   SUROUNDS THE EDC. HOW DOES THIS MAKE A STAIRWELL   ENCLOSURE WITH A 2 HR RATING?   THE COMMENT# 24 WILL ILLUSTRATE THE 2 HR WALL RATING   REQUIRED AROUND THE EMERGENCY EQUIREMENT ROOM ONLY.       22-23) COMPLIED.       24) SHEET A351,A361 & ELECTRICAL CUT SHEETS FROM   MITSUBISHI ELECTRIC, THEMAIN ELECTRIC CENTER ROOM 129   & 137, PLEASE PROVIDE ADDITIONAL INFORMATION ON THE   ELECTRICAL DISTRIBUTION CENTER THAT IS INDICATED TO BE   PRE-MANUFACTURED. TYPE OF MATERIAL, FIRE RATINGS ETC?   NFPA 13.8.14.10. THE CUT SHEETS DO NOT PROVIDE HOW THE   HOUR RATING IS ACHIEVED OR WHAT MATERIALS EITHER OF THE   EDCS ARE   CONSTRUCTED OF? PLEASE PROVIDE RATING OF THE DOORS FOR   BOTH 129 AND 137. NOTE IN UNIT 137 THE EMERGENCY   EQUIPMENT ROOM WILL ALSO REQUIRE A 2HR RATING FROM THE   REST OF THE ENCLOSURE. THERE CAN BE   NO REDUCTION FOR FIRE SPRINKLERS, PLEASE SEE NFPA 110   7.2.1.1, ALSO SEE ELECTRICAL COMMENTS. PLEASE PROVIDE A   COPY OF THE UL RATING U415 SYSTEM F/ 2006 UL DIRECTORY,   WE DO NOT HAVE UP TO DATE   UL LISTING BOOKS TO VERIFY DETAIL 5/ A351.       25-27) COMPLIED.       28) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,   PROVIDE 3COPIES IF THRESHOLD OR RESIDENT INSPECTOR OF   PRODUCT TESTING REPORTS, MISSING REPORTS ARE AS   FOLLOWS:       28A) WINDOWS: CURTAIN-WALL - COMPLIED.       28B) WINDOWS: STOREFRONT- 2ND REQUEST,   THISNOA WAS ISSUED AND TESTEDBEFORE THE 2004 FBC   WENT INTO EFFECT. BEFORE THIS DATE STEEL INCREASES OF 1   1/3 WERE COMMON PLACE AND TAKEN WITH FASTENERS, AP.E.   SHOULD REVIEW THE TEST REPORT INFORMATION TO SEE IF THE   INCREASES WERE TAKEN.THE NEWER MIAMI-DADE NOAS THAT   WERE RENEWED AFTER THE 2004 FBC WENT INTO EFFECT WILL   STATE UNDER THE HEADING (3) CALCULATIONS, ANCHOR   VERIFICATION VERIFIED TO THE 2004 FBC- NO STEEL   INCREASES TAKEN. NOA 04-0308.02 ANCHOR CALCULATIONS   THIS REVISION ON 04/13/04 BEFORE THE ISSUANCE OF THE   2004 FBC.   1605.3.1.1 LOAD REDUCTION.   1.IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT   OF TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE   EFFECT OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN   SHALL NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD   LOAD AND ANY OF THE VARIABLE LOADS.   2.INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE   MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED   STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD   COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD   INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER   23 .   EXCEPTION: INCREASES IN ALLOWABLE STRESS SHALL BE   PERMITTED IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402   PROVIDED THE LOAD REDUCTION OF SECTION 1605.3.1.1 ITEM   1 SHALL NOT BE APPLIED.   3.SIMULTANEOUS USE OF BOTH ONE-THIRD INCREASE IN   ALLOWABLE STRESS AND THE 25-PERCENT REDUCTION IN   COMBINED LOADS SHALL NOT BE PERMITTED.       28C1) AUTOMATIC BYPASS DOOR NOA03-0605.03   THISNOA WAS ISSUED AND TESTEDBEFORE THE 2004 FBC   WENT INTO EFFECT. BEFORE THIS DATE STEEL INCREASES OF 1   1/3 WERE COMMON PLACE AND TAKEN WITH FASTENERS, AP.E.   SHOULD REVIEW THE TEST REPORT INFORMATION TO SEE IF THE   INCREASES WERE TAKEN.THE NEWER MIAMI-DADE NOAS THAT   WERE RENEWED AFTER THE 2004 FBC WENT INTO EFFECT WILL   STATE UNDER THE HEADING (3) CALCULATIONS, ANCHOR   VERIFICATION VERIFIED TO THE 2004 FBC- NO STEEL   INCREASES TAKEN. NOA 03-0605.03 ANCHOR CALCULATIONS   THIS REVISION ON 10/31/03 BEFORE THE ISSUANCE OF THE   2004 FBC.   1605.3.1.1 LOAD REDUCTION.   1.IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT   OF TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE   EFFECT OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN   SHALL NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD   LOAD AND ANY OF THE VARIABLE LOADS.   2.INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE   MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED   STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD   COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD   INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER   23 .   EXCEPTION: INCREASES IN ALLOWABLE STRESS SHALL BE   PERMITTED IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402   PROVIDED THE LOAD REDUCTION OF SECTION 1605.3.1.1 ITEM   1 SHALL NOT BE APPLIED.   3.SIMULTANEOUS USE OF BOTH ONE-THIRD INCREASE IN   ALLOWABLE STRESS AND THE 25-PERCENT REDUCTION IN   COMBINED LOADS SHALL NOT BE PERMITTED.       28C2) AUTOMATIC SLIDING DOORS NOA 04-1026.02   THISNOA WAS ISSUED AND TESTEDBEFORE THE 2004 FBC   WENT INTO EFFECT. BEFORE THIS DATE STEEL INCREASES OF 1   1/3 WERE COMMON PLACE AND TAKEN WITH FASTENERS, AP.E.   SHOULD REVIEW THE TEST REPORT INFORMATION TO SEE IF THE   INCREASES WERE TAKEN.THE NEWER MIAMI-DADE NOAS THAT   WERE RENEWED AFTER THE 2004 FBC WENT INTO EFFECT WILL   STATE UNDER THE HEADING (3) CALCULATIONS, ANCHOR   VERIFICATION VERIFIED TO THE 2004 FBC- NO STEEL   INCREASES TAKEN. NOA 04-1026.02ANCHOR CALCULATIONS   THIS REVISION ON 10/11/04 BEFORE THE ISSUANCE OF THE   2004 FBC.   1605.3.1.1 LOAD REDUCTION.   1.IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT   OF TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE   EFFECT OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN   SHALL NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD   LOAD AND ANY OF THE VARIABLE LOADS.   2.INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE   MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED   STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD   COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD   INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER   23 .   EXCEPTION: INCREASES IN ALLOWABLE STRESS SHALL BE   PERMITTED IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402   PROVIDED THE LOAD REDUCTION OF SECTION 1605.3.1.1 ITEM   1 SHALL NOT BE APPLIED.   3.SIMULTANEOUS USE OF BOTH ONE-THIRD INCREASE IN   ALLOWABLE STRESS AND THE 25-PERCENT REDUCTION IN   COMBINED LOADS SHALL NOT BE PERMITTED.       28D) EXTERIOR GLAZED SWING DOORS NOA 04-0209.03 THIS   NOA WAS ISSUED AND TESTEDBEFORE THE 2004 FBC WENT   INTO EFFECT. BEFORE THIS DATE STEEL INCREASES OF 1 1/3   WERE COMMON PLACE AND TAKEN WITH FASTENERS, AP.E.   SHOULD REVIEW THE TEST REPORT INFORMATION TO SEE IF THE   INCREASES WERE TAKEN.THE NEWER MIAMI-DADE NOAS THAT   WERE RENEWED AFTER THE 2004 FBC WENT INTO EFFECT WILL   STATE UNDER THE HEADING (3) CALCULATIONS, ANCHOR   VERIFICATION VERIFIED TO THE 2004 FBC- NO STEEL   INCREASES TAKEN. NOA 04-0209.03 ANCHOR CALCULATIONS   THIS REVISION ON 04/13/04 BEFORE THE ISSUANCE OF THE   2004 FBC.   1605.3.1.1 LOAD REDUCTION.   1.IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT   OF TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE   EFFECT OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN   SHALL NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD   LOAD AND ANY OF THE VARIABLE LOADS.   2.INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE   MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED   STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD   COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD   INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER   23 .   EXCEPTION: INCREASES IN ALLOWABLE STRESS SHALL BE   PERMITTED IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402   PROVIDED THE LOAD REDUCTION OF SECTION 1605.3.1.1 ITEM   1 SHALL NOT BE APPLIED.   3.SIMULTANEOUS USE OF BOTH ONE-THIRD INCREASE IN   ALLOWABLE STRESS AND THE 25-PERCENT REDUCTION IN   COMBINED LOADS SHALL NOT BE PERMITTED.       28E1) EXTERIOR HOLLOW METAL DOORS SINGLE AND PAIRSNOA   04-0203.03   THISNOA WAS ISSUED AND TESTEDBEFORE THE 2004 FBC   WENT INTO EFFECT. BEFORE THIS DATE STEEL INCREASES OF 1   1/3 WERE COMMON PLACE AND TAKEN WITH FASTENERS, AP.E.   SHOULD REVIEW THE TEST REPORT INFORMATION TO SEE IF THE   INCREASES WERE TAKEN.THE NEWER MIAMI-DADE NOAS THAT   WERE RENEWED AFTER THE 2004 FBC WENT INTO EFFECT WILL   STATE UNDER THE HEADING (3) CALCULATIONS, ANCHOR   VERIFICATION VERIFIED TO THE 2004 FBC- NO STEEL   INCREASES TAKEN. NOA 04-0203.03 ANCHOR CALCULATIONS   THIS REVISION ON 08/09/04 BEFORE THE ISSUANCE OF THE   2004 FBC.   1605.3.1.1 LOAD REDUCTION.   1.IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT   OF TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE   EFFECT OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN   SHALL NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD   LOAD AND ANY OF THE VARIABLE LOADS.   2.INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE   MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED   STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD   COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD   INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER   23 .   EXCEPTION: INCREASES IN ALLOWABLE STRESS SHALL BE   PERMITTED IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402   PROVIDED THE LOAD REDUCTION OF SECTION 1605.3.1.1 ITEM   1 SHALL NOT BE APPLIED.   3.SIMULTANEOUS USE OF BOTH ONE-THIRD INCREASE IN   ALLOWABLE STRESS AND THE 25-PERCENT REDUCTION IN   COMBINED LOADS SHALL NOT BE PERMITTED.       28E2) EXTERIOR HOLLOW METAL DOORS SINGLE AND PAIRS -   COMPLIED.SEE CALCULATION STATEMENT # 1, ANCHOR   VERIFICATION OF THE 2004 FBC       28F)1) EXTERIOR COIL DOORS/ SECTIONAL DOORSCORNELL IRON   WORKS SUBMITTED FL5416 THE ATTACHED MIAMI-DADE REPORT   IS NOT THE CORRECT BACK-UP REPORT LISTED WITH THE   STATE, ES16-23-01 IS THE CORRECT REPORT.       28F)2) EXTERIOR COIL/ ROLL UP DOOR COOKSON COMPANY   FL2211-R1 THE ATTACHED IS A MIAMI-DADE REPORT IS NOT   THE CORRECT BACK-UP REPORT LISTED WITH THE STATE,   WLCD-002-B-2004 IS THE CORRECT REPORT,       28F)3) EXTERIOR SECTIONAL DOOR: CLOPAY MISSING THE   FLORIDA COVERSHEET AND CORRESPONDING REPORTS THERE ARE   (3) REPORTS WITH THE DOOR MODEL 3200 OR 3220. NOTE   PRESSURES ARE LOWER UNDER THESE REPORTS.       28G) FASCIA SYSTEMS       28H) EFIS WALL SYSTEMS- DRYVIT SYSTEMS FL2030-R2   SUBMITTED 06-0608.05PLEASE SUPPLY CORRESPONDING   REPORT 06-1004.06DRYVIT OUTSULATION PLUS, PLEASE   CORRECT.       28I) ROOFING SYSTEMS W/ INSULATION- COMPLIED.       28J) ROOF HATCH- COMPLIED.       28K) LOUVER WALL- RUSKIN FL3283-R1 WAS SUBMITTED WITH   THE WRONG MIAMI-DADE NOA FOR BACK UP       28L) ALCAN ALUCOBOND COMPOSITE WALL PANEL NOA   06-1019.02 IS A NON-FIRE RATED COMPOSITE PANEL, WHERE   WILL THIS PRODUCT BE USED, TYPE I-B NONCOMBUSTIBLES AND   SECTION 603?   NOTE # 4 STUDS GRATER THAN 4'-0"IN HEIGHT MUST   BE DESIGNED BY A FL PE FOR A MAXIMUM OF 90+/-. FLORIDA   DOES HAVE ALCAN COMPOSITE PANELS LISTED ON WEBSITE.       29)COMPLIED.       30)COMPLIED.       31) BUILDING PROVISO: PLEASE PROVIDE THE MANUFACTURERS   SPEC FOR FIRE RESISTANT RATING OF STRUCTURAL MEMBERS   BEFORE FRAMING INSPECTION. THE CODE ANALYSIS INDICATES   THIS TO BE A TYPE I-B BUILDING REQUIRING FIRE RATINGS   OF THE STRUCTURAL STEEL AND BAR JOIST, PLEASE PROVIDE   THE MANUFACTURERS SPEC AND THE THICKNESS REQUIRED TO   ACHIEVE THE REQUIRED FIRE RATING. TABLE 601 & 721.5.       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 2008-03-21 Cont ID   Sent By jwitmer Date 2008-03-21 Time 08:47 Rev Time 8.88 Received By jwitmer Date 2008-03-21 Time 08:47 Sent To   Notes 2008-04-01 09:24:16 BUILDING PLAN REVIEW   PERMIT: 08020128 (PLAN REVIEW)   ADD: 1760 PALM BEACH LAKES   CONT: RYAN COMPANIES   TEL: (621)677-7235   FL BLD CODE= 2004 FLORIDA BUILDING CODE   W/ 2007 FBC REVISIONS   * WEST PALM BEACH AMENDMENTS       ARCHITECTURAL FIRM: RSP ARCHITECTURAL GROUP   STEVEN J. FAUTSCH   AR# 93674       ENGINEERING FIRM TRC WORLD WIDE ENGINEERING   MARCUS O. UNTERWEGER   PE#63860       BUILDING TYPE: I-B/ FULLY SPRINKLERED   REVIEW   ACTION: DENIED       1A) 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) 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 ) 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.       1E) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW)   AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC   BUILDING WITH THE 2007 SUPPLEMENTS. PLEASE CORRECT   SHEET G001 BUILDING CODE INFORMATION. PLEASE NOTE THAT   IF A PERMIT APPLICATION WILL NEED TO BE APPLIED FOR   BEFORE OCT 1, 2008 TO LOCK THIS PROJECT IN UNDER THE   2004 FBC. OCT 1, 2008 THE 2007 FBC   WILL GO INTO AFFECT.       2) FBC* 109.3.7 RESIDENT INSPECTOR. SUBMIT INSPECTOR   RESUME' AND LICENSE DOCUMENTS TO HAROLD PISKURA,   DIRECTOR OF THE RESIDENT INSPECTOR PROGRAM. A RESIDENT   INSPECTOR PROGRAM IS REQUIRED, ON THIS PROJECT, DUE TO   ONE OR MORE OF THE FOLLOWING:   XXX -BUILDINGS/ADDITIONS OF TYPE I OR II   CONSTRUCTION   - ANY MAJOR STRUCTURAL ALTERATIONS   - STRUCTURES IN WHICH THE CONCRETE   DESIGN IS BASED ON COMPRESSIVE STRENGTH (F'C) IN EXCESS   OF 3000 PSI   - PILE DRIVING   XXX - BUILDINGS OVER 20,000 SQ FT IN AREA   - BUILDINGS OVER 2 STORIES IN HEIGHT   - BUILDING/STRUCTURES OF UNUSUAL DESIGN OR METHODS OF   CONSTRUCTION       3) FBC* 109.3.7 SINCE A RESIDENT INSPECTOR WILL   REQUIRED, THREE OF ALL DOCUMENTS (PLANS, REPORTS,   SUBMITTALS AND PRODUCT APPROVALS) WILL BE REQUIRED FOR   ISSUANCE OF THE PERMIT.       4) SOILS REPORTS 2 REPORTS WERE SUBMITTED, PLEASE   SUBMIT THREE REPORTS WITH ORIGINAL SIGNATURES, NOT   COPIES OR STAMPED SIGNATURES. 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 .       5) 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.       6) 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.       7) 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.       8) SHEET G001 THE BUILDING CODE INFORMATION :   8A) THE PLANS INDICATE THIS TO HAVE A S2 AND M   OCCUPANCY PLEASE SEE CODE SECTIONS THAT WOULD CLASSIFY   THIS AS A MIXED USE BUILDING, NOT THE NON-SEPARATED USE   AS INDICATED IN YOUR CODE ANALYSIS.       406.2.7MIXED OCCUPANCIES. PARKING GARAGES SHALL BE   SEPARATED FROM OTHER OCCUPANCIES IN ACCORDANCE WITH   SECTION 302.3.2 .       406.3.4 PLEASE SEE ALLOWABLE MIXED USES ALLOWED IN THE   SAME BUILDING AS A OPEN PARKING GARAGE.302.3 MIXED USE   AND 508.7 A, B, M & R OCCUPANCIES.       302.3.2 SEPARATED USES.   EACH PORTION OF THE BUILDING SHALL BE INDIVIDUALLY   CLASSIFIED AS TO USE AND SHALL BE COMPLETELY SEPARATED   FROM ADJACENT AREAS BY FIRE BARRIER WALLS OR HORIZONTAL   ASSEMBLIES OR BOTH HAVING A FIRE-RESISTANCE RATING   DETERMINED IN ACCORDANCE WITH TABLE 302.3.2 FOR USES   BEING SEPARATED. EACH FIRE AREA SHALL COMPLY WITH THIS   CODE BASED ON THE USE OF THAT SPACE. EACH FIRE AREA   SHALL COMPLY WITH THE HEIGHT LIMITATIONS BASED ON THE   USE OF THAT SPACE AND THE TYPE OF CONSTRUCTION   CLASSIFICATION. IN EACH STORY, THE BUILDING AREA SHALL   BE SUCH THAT THE SUM OF THE RATIOS OF THE FLOOR AREA OF   EACH USE DIVIDED BY THE ALLOWABLE AREA FOR EACH USE   SHALL NOT EXCEED ONE.       TABLE 302.3.2 WILL REQUIRE A 2HR RATING BETWEEN THE S2   AND MERCANTILE OCCUPANCIES.   ALSO SEE SECTION 508.7.1 FIRE SEPARATION.       508.7.1 FIRE SEPARATION   FIRE SEPARATION ASSEMBLIES BETWEEN THE PARKING   OCCUPANCY AND THE UPPER OCCUPANCY SHALL CORRESPOND TO   THE REQUIRED FIRE-RESISTANCE RATING PRESCRIBED IN TABLE   302.3.2 FOR THE USES INVOLVED. THE TYPE OF CONSTRUCTION   SHALL APPLY TO EACH OCCUPANCY INDIVIDUALLY, EXCEPT THAT   STRUCTURAL MEMBERS, INCLUDING MAIN BRACING WITHIN THE   OPEN PARKING STRUCTURE, WHICH IS NECESSARY TO SUPPORT   THE UPPER OCCUPANCY, SHALL BE PROTECTED WITH THE MORE   RESTRICTIVE FIRE-RESISTANCE-RATED ASSEMBLIES OF THE   GROUPS INVOLVED AS SHOWN IN TABLE 601 . MEANS OF EGRESS   FOR THE UPPER OCCUPANCY SHALL CONFORM TO CHAPTER 10 AND   SHALL BE SEPARATED FROM THE PARKING OCCUPANCY BY FIRE   BARRIERS HAVING AT LEAST A 2-HOUR FIRE-RESISTANCE   RATING AS REQUIRED BY SECTION 706 , WITH SELF-CLOSING   DOORS COMPLYING WITH SECTION 715 . MEANS OF EGRESS FROM   THE OPEN PARKING GARAGE SHALL COMPLY WITH SECTION 406.3   (OPEN PARKING GARAGES) .       NOTE PLEASE SEE 2004 FBC CODE COMMENTARY FOR SECTION   508.7.1. THIS SECTION CONTAINS ADDITIONAL CONDITIONS   FOR THE USE OF 508.7 AS AN ALTERNATIVE TO THE GENERAL   MIXED-USE PROVISIONS IN SECTION 302.3. IT CONTAINS AN   ADDITIONAL FIVE CRITERIA.       8B) SHEET G001 BUILDING CODE INFO ALSO INDICATES THIS   TO BE A OPEN PARKING GARAGE PLEASE PROVIDE OPENING   CALCULATIONS MEETING THE REQUIREMENTS OF 406.3.3.1.   ALSO SEE EXCEPTION.   IN ADDITION TO THIS REQUIREMENT PLEASE SEE ALLOWABLE   OPENINGS IN TABLE 704.8. PLANS INDICATE WALLS WITH LESS   THAN 10?-0? FROM THE PROPERTY LINE, PLEASE PROVIDE   OPENING CALCULATIONS FOR EXTERIOR WALLS.       8C) PLANS INDICATE WALLS WITHIN 10?-0? OF THE PROPERTY   LINE THE CODE ANALYSIS DOES   NOT PROVIDE THE ALLOWABLE OPENINGS MENTIONED ABOVE(   TABLE 704.8) NOR THE RATING OF THE BUILDING ELEMENTS   THAT ARE LISTED IN TABLE 601, PLEASE PROVIDE THE HOURLY   RATING REQUIRED, THE BUILDING ELEMENTS FIRE RATING CAN   BE TAKEN FROM TABLE 720.1 AND FOR COLUMNS AND BEAMS   TABLE 721.3.4 & TABLE 721.3.5.       9) SHEET G001 INDICATES IN A NOTE SEE SHEET A001 FOR   THE FLORIDA PRODUCT APPROVALS.   THE INSPECTORS CAN NOT COMPLETE THEIR INSPECTIONS   WITHOUT THE ACTUAL PRODUCT APPROVALS. WE AS PLAN   REVIEWERS ALSO CAN NOT EVEN START OUR PORTION OF THE   REVIEW UNTIL THE FLORIDA COVERSHEETS AND THE ASSOCIATED   REPORT AND TECHNICAL SHEETS ARE PROVIDED.   GLAZED OPENINGS: IN MANY CASES THE FLORIDA COVERSHEET   MAY LIST MULTIPLE SERIES OF WINDOWS UNDER A SINGLE   REPORT AND OR IN A SINGLE REPORT THEIR MAY HAVE   MULTIPLE OPTIONS   TO GLAZING IN THICKNESS AND TYPE OF LAMINATIONS TO   CREATE LAMINATED GLAZING UNITS WITH LARGE MISSILE   IMPACT TESTING. UNTIL THE CONTRACTOR OR DESIGNER   INDICATES WHICH OF THESE   OPTIONS ARE TO BE INSTALLED WE CAN NOT DETERMINE CODE   COMPLIANCE FOR THE PRODUCT.   PLEASE SUPPLY THREE SETS OF PRODUCT APPROVALS WITH IN   BINDERS INDENTIFYING EACH OF THE   PRODUCTS. 106.1.2 ADDITIONAL INFORMATION REQUIRED.       10A) SHEET G001 NOTES FOR PRODUCT APPROVALS NOTE THERE   MAY NO FLORIDA AND MIAMI-DADE APPROVALS FOR ROOF   HATCHES BUT THERE IS A LOCAL PRODUCT APPROVAL UNDER   AHJ, AUTHORITY HAVING JURISDICTION, THE CITY OF WEST   PALM BEACH DOES HAVE A LOCAL APPROVAL FOR THE NYSTORM   RHG3630T ROOF SCUTTLE, A COPY WILL BE ATTACHED.       10B) PLEASE SEE SHEET A020 EXIT WIDTH ANALYSIS, PLEASE   CORRECT THE CODE TO THE 2004 FBC W/ 2007 SUPPLEMENTS.           11) NOTE, IT APPEARS THAT THE EXIT WIDTH ANALYSIS AND   THE EXIT WIDTH DOOR & STAIR KEY FOUND ON A021 INDICATE   A OVERAGE OF 96 OCCUPANTS OUR CALCULATIONS INDICATE A   SHORTAGE OF -34 OCCUPANTS, IN EITHER CASE THE PLANS   WILL NEED TO MEET THE MINIMUM CODE REQUIREMENTS FOR   WIDTH REQUIREMENTS.   I WILL EXPLAIN THE AREAS WHERE I BELIEVE WE MAY HAVE A   DIFFERENCE IN OUR FIGURES, AND THERE MAY BE LESS SEVERE   ISSUES THAT WILL NEED TO BE ADDRESSED.       11A) A-305 STAIR- A THE STAIR WIDTH IS INDICATED AS   4?-6? BUT THE INTERMEDIATE OR MID- LANDING IS ONLY   4?-0? IN DEPTH. PLEASE SEE 1009.4THE MINIMUM DIMENSION   MEASURED IN THE DIRECTION OF TRAVEL IS TO BE EQUAL TO   THE WIDTH OF THE STAIRWAY. THIS IS AN ISSUE THAT WE SEE   ON ALL OF THE STAIRS.       11B) STAIRWAY A & ESCALATORS DO NOT MEET THE SHAFT   ENCLOSURES AND THE EXCEPTIONS FOUND IN 707.2 EXCEPTION   2, THE STAIR A WOULD NOT BE PART OF THE EGRESS   CALCULATION & PROTECTED ACCORDING TO ITEMS 2.1 AND 2.2.   PLEASE PROVIDE ADDITIONAL INFORMATION FOR CODE   COMPLIANCE.       11C) IF THE 2ND FLOOR IS TO BE LEFT OPEN TO THE STAIR-A   PLEASE REVIEW 404 ATRIUM REQUIREMENTS   AND 404.5 ENCLOSURE OF ATRIUMS AS WELL AS POSSIBLE   404.4 SMOKE CONTROL.       11D) THIS IS A COMMENT THAT MAY OR MAY NOT APPLY TO   THIS STAIRWELL DEPENDING ON THE REVISIONS TO THE PLAN,   THIS COMMENT DOES PERTAIN TO OTHER STAIRWELLS SO IN   CONSIDERATION TO THE CONCEPT CHANGES I WOULD BRING THIS   ISSUE TO VIEW. PLEASE SEE 1019.1.4 WHERE NON-RATED   WALLS OR UNPROTECTED OPENINGS ENCLOSE THE EXTERIOR OF   THE STAIRWAY AND THE WALLS OR OPENINGS ARE EXPOSED BY   OTHER PARTS OF THE BUILDING AT AN ANGLE LESS THAN 180   DEGREES, THE BUILDING EXTERIOR WALLS WITHIN 10 FT   HORIZONTALLY OF A NONRATED WALL OR OPENING SHALL BE   CONSTRUCTED AS REQUIRED FOR A MINIMUM 1-HOUR FIRE   RESISTANCE WITH ? HOUR OPENING PROTECTIVES. SEE CODE   COMMENTARY.       11E) STAIRWELL B THERE ARE UNKNOWNS BUT ASSUMPTIONS AS   TO DOORS IN THE DOOR SCHEDULE,   SEE SHEET A611 DOOR NUMBERS 071.1- 074.2 THESE DOOR   WIDTHS ARE NOT GIVEN. THE 4 DOORS AT THE TOP OF THE   STAIRS DO NOT PROVIDE DOOR INFORMATION, AND THE DOORS   AT THE BOTTOM OF THE   STAIRS ARE GIVEN AS ROUGH OPENINGS NOT CLEAR OPENING.   PLEASE PROVIDE ADDITIONAL INFORMATION SO A REVIEW OF   THIS EXIT CAN BE ACCOMPLISHED. 106.1.2*.       11F) THERE MAY BE A BIT OF CONVERGENCE FROM THE 4 DOORS   AT THE TOP STAIRS AND STAIRS, THIS IS A UNKNOWN UNTIL   THE DOOR WIDTHS CAN BE DETERMINED       11G) THE MID-LANDING, PLEASE SEE 1009.4THE MINIMUM   DIMENSION MEASURED IN THE DIRECTION OF TRAVEL IS TO BE   EQUAL TO THE WIDTH OF THE STAIRWAY. THIS IS AN ISSUE   THAT WE SEE ON ALL OF THE STAIRS.       11H) FOR STAIRS B,C & D ALL OF THESE STAIRS WE AGREE   WITH THE DESIGNER AT 600 OCCUPANT LOAD FOR EACH   STAIRWELL. ISSUES WITH THESE STAIRS WILL BE THE   MID-LANDING 1009.4 AND 1019.1.4 WHERE NON-RATED WALLS   OR UNPROTECTED OPENINGS ENCLOSE THE EXTERIOR OF THE   STAIRWAY AND THE WALLS OR OPENINGS ARE EXPOSED BY OTHER   PARTS OF THE BUILDING AT AN ANGLE LESS THAN 180   DEGREES, THE BUILDING EXTERIOR WALLS WITHIN 10 FT   HORIZONTALLY OF A NONRATED WALL OR OPENING SHALL BE   CONSTRUCTED AS REQUIRED FOR A MINIMUM 1-HOUR FIRE   RESISTANCE WITH ? HOUR OPENING PROTECTION. SEE CODE   COMMENTARY.       11I) STAIR E MID-LANDING, , PLEASE SEE 1009.4THE   MINIMUM DIMENSION MEASURED IN THE DIRECTION OF TRAVEL   IS TO BE EQUAL TO THE WIDTH OF THE STAIRWAY. THIS IS AN   ISSUE THAT WE SEE ON ALL OF THE STAIRS.       11J) STAIR E SEE THE BOTTOM SET OF DOORS THE WIDTH OF   THE DOOR IS NOT ON THE DOOR SCHEDULE FOR DOOR NUMBER   074.1 & 07.42. ADDITIONAL INFORMATION   REQUIRED.106.1.2*.       11K) STAIR F, THE ISSUE WITH THIS STAIR IS THE WIDTH OF   THE STAIR VERSES HAND RAILS. SEE 1009.11.2 HANDRAILS   SHALL BE PROVIDED WITHIN 30 INCHES OF ALL PORTIONS OF   THE STAIR WIDTH REQUIRED FOR EGRESS CAPACITY IN   ACCORDANCE WITH TABLE 1005.1 .   SHEET A021 INDICATES THE USE OF ONLY (1) HANDRAIL WHICH   IN ACTUALITY ONLY A 10?-0? WIDE STAIR AND OCCUPANT LOAD   OF 400 NOT THE 540 AS INDICATED IN THE PLAN MULTIPLE   HANDRAILS WOULD BE NEEDED TO ACCOMMODATE AND ACHIEVE   THE 540 OCCUPANT LOAD FOR THIS STAIR. THIS IS THE   STAIRWAY THAT CURRENTLY LOOSES 140 OF THE OCCUPANTS AS   DESIGNED BY NOT HAVING MORE INTERMEDIATE HANDRAILS.       12A) A021 REFERS TO DETAIL#2 SHEET A331 THIS SECTION OR   DETAIL REFERENCES DETAIL 20 ON SHEET A231. IT APPEARS   TO BE AN EXPANSION JOINT IN THE FLOOR BUT THERE IS NO   INFORMATION THAT I CAN FIND ON THE FIREPROOFING   REQUIREMENTS TABLE 601 FOR FLOOR SYSTEMS AND OCCUPANCY   TYPE SEPARATION TABLE 302.3.2.PLEASE PROVIDE FLOOR   CEILING TYPE PENETRATIONS FOR PIPES AND CONDUITS AS   WELL AS FOR ANY HORIZONTAL PENETRATION OF RATED FLOOR/   CEILING ASSEMBLY.   SEE 711.3.& 712.3.1.       12B) SHEET A331 INDICATES DETAIL 2 THE RIGHT UPPER   PORTION INDICATES A CIRCULATION AREA THAT LEADS IN TO   STAIRWELL D, THE WALL TYPE IS P5 THIS WALL TYPE   INDICATES A FINISH ON ONE SIDE. SHEET A601 PARTITION   TYPES INDICATES THE USE OF PLYWOOD ON OR WITHIN MANY   PARTITIONS. PLEASE SEE 603.1(1.1) FIRE RETARDANT   TREATED WOOD SHALL BE PERMITTED IN:   1.1 NONBEARING PARTITIONS WHERE THE REQUIRED FIRE   RESISTANCE RATING IS LESS THAN TWO HOURS OR LESS.       603.21 MATERIALS ALLOWED IN CONCEALED SPACES OF   BUILDINGS OF TYPE I AND II CONSTRUCTION IN ACCORDANCE   WITH SECTION 717.5. PLEASE UPDATE TO FIRE RETARDANT   TREATED PLYWOOD.       13) SHEET A110 INDICATES THE DISABLED PARKING SPACES   AND ACCESS AISLES BUT NOT THE ELEVATION CHANGES OF THE   PARKING LOT VERSES DISABLED SPACES AND ACCESS AISLES.   THE OTHER ISSUE IS NO INFORMATION FOR DETECTABLE   WARNING AT HAZARDOUS VEHICULAR AREAS 11-4.29.5.       14) SHEET A110 PLEASE PROVIDE INFORMATION ON VAN   ACCESSIBILITY, 11-4.6.5 VERTICAL CLEARANCE.   A) 114? TO VEHICLE ACCESS ROUTE FROM SITE ENTRANCE TO   EXIT & PASSENGER LOADING ZONES   ALSO SEE 11-4.6.6.   B) 98? MINIMUM AT PARKING ZONE.   C) SIGNAGE 11-4.6.4       15) PLEASE PROVIDE COMPLIANCE WITH 11-4.1.3(8)(A) AND   SECTION 11-4.1.3(8)(B) AND SHALL BE SATISFIED   INDEPENDENTLY..       16) SHEET A301 DETAIL 1 INDICATES THE USE OF A FOOD   SERVICE AREA THE PLANS INDICATE A AREA FOR 50 FOR   SEATING, PLEASE COMPLY WITH 11-5.1 INDICATING THE AREA   OF 5 % DISABLED PERSONS.       17) PLEASE PROVIDE SECTIONS FOR COUNTERS AND BARS TO   INDICATE COMPLIANCE WITH 11-5.2,   11-5.5 & 11-5.6 A303 DETAIL 2 INDICATES A 3?-0? COUNTER   HEIGHT..       18) A311 ROOM TRAINING/ LOUNGE IS 2448 SQ FT APPROX /   15 = 163 OCCUPANT LOAD, THIS IS AN ASSEMBLY AREA   REQUIRING 1 HR RATED WALLS AND OPENING PROTECTIVES. SEE   TABLE 1004.1.2,THIS WILL BE CLASSIFIED AS A A2   OCCUPANCY OCCUPANT LOAD > THAN 50. SEE TABLE 1016.1   ASSEMBLY LOADS> THAN 30 WITH FIRE SPRINKLERS WILL STILL   REQUIRE 1 HR RATING. PLEASE CORRECT WALL TYPES AND   OPENING PROTECTIVES. TABLE 715.3. SEE CORRIDOR 118 DOES   NOT INDICATE A FIRE RESISTANCE RATING.       19) SHEET A311 FAMILY RESTROOM 107, REST ROOMS 108, 109   AND 131 DO NOT INDICATE AN UNOBSTRUCTED TURNING SPACE   AS REQUIRED IN 11-4.22.3. THE ACCESSIBLE STALLS IN   RESTROOM   108 & 109 DO NOT PROVIDE THE WIDTH DIMENSION SEE FIGURE   30(A) STANDARD STALL A MINIMUM OF 60? CLEAR.       20) SHEET A351 & A352 BOTH INDICATE AN ELECTRICAL   DISTRIBUTION CENTER THAT DOES NOT HAVE A CODE COMPLIANT   STAIR. THE CODE DOES ALLOW FOR FIXED LADDERS AS PART OF   A MEANS OF EGRESS IN THE FOLLOWING LOCATIONS: FOR   BOILERS (1014.3), REFRIGERATION ROOM (1014.4), STAGE   EXITS 410.5.4, 1014.6.6.1 GALLERY, GRIDIRONS AND   CATWALKS THAT ARE ASSOCIATED WITH STAGES   AND HELISTOPS (1018.1.2.). PLEASE PROVIDE A CODE   COMPLIANT STAIRWAY. SEE 1014.1 & TABLE 1014.1.       21) PLEASE PROVIDE ADDITIONAL INFORMATION ON THE   ELECTRICAL DISTRIBUTION CENTER, PRE-MANUFACTURED? TYPE   OF MATERIAL, FIRE RATINGS ETC? NFPA 13.8.14.10.       22)THE WALLS OR SHAFT WHERE THE CURRENT SHIPS LADDER IS   LOCATED HAS A 2 HR FIRE RATING BUT THERE ARE NO WALL   RATINGS FOR THE WALLS SURROUNDING THE EDC. 106.1.2.   ADDITIONAL INFORMATION REQUIRED. THIS WOULD APPEAR TO   BE PART OF THE SHAFT WALL CONSTRUCTION BUT THERE ARE NO   WALL IDENTIFICATION TAGS.       23) THE SAME SHEETS IDENTIFY ANOTHER SHIPS LADDER WHICH   RISES TO THE ROOF LEVEL WITH A   ROOF HATCH. NOTE THIS WILL BE A PRODUCT THAT WILL   REQUIRE A FLORIDA PRODUCT APPROVAL OR MIAMI-DADE NOA..   NOTE CURRENTLY NEITHER THE STATE NOR MIAMI-DADE   CURRENTLY HAVE A LISTING. THE CITY OF WPB DOES HAVE A   LOCAL APPROVAL FOR A NYSTROM RHG3630T ROOF HATCH. A   COPY WILL BE ATTACHED.       24) SHEET A361 MAIN ELECTRIC CENTER PLEASE PROVIDE   ADDITIONAL INFORMATION ON THE ELECTRICAL DISTRIBUTION   CENTER, PRE-MANUFACTURED? TYPE OF MATERIAL, FIRE   RATINGS ETC? NFPA 13.8.14.10.       25) SHEET A361 ALSO INDICATES THERE TO BE A GENERATOR,   PLEASE PROVIDE THE SIZE OF GENERATOR AND PROVIDE   ANCHORAGE DETAILS 1609. 1.3 ANCHORAGE AGAINST MOMENT OF   OVERTURNING, SLIDING AND UPLIFT.       26) PLEASE PROVIDE THE AMOUNT OF PROPANE AND TYPE OF   TANKS TO BE USED. PLANS INDICATE SEE MECHANICAL PLANS   FOR ATTACHMENT, M-111 INDICATES THE GENERATOR AND TANKS   IN A DIFFERENT LOCATION. 106.1.2*. ADDITIONAL   INFORMATION REQUIRED.       27) S001 DESIGN CODES, PLEASE UPDATE THE 2004 FBC AND   SUPPLEMENTS TO THE 2007 SUPPLEMENTS. NOTE IF THIS MAJOR   WORKING DRAWING REVIEW IS NOT SUBMITTED AS A PERMIT   BEFORE OCT.1, 2008 IT WILL NEED TO BE RE-REVIEWED UNDER   THE 2007 FBC.       28)) 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:       28A) WINDOWS: CURTAIN-WALL   ******************************************************   * ****************   NOTE: THE FOLLOWING SYSTEMS LISTED BELOW, HAVE NOT   PROVIDED THE FLORIDA COVERSHEET THAT   PROVIDES ADDITIONAL INFORMATION NOT LISTED IN THE TEST   REPORT.       THE SECOND ISSUE WITH THE NOA?S ARE THEY WERE TESTED   BEFORE THE 2004 FBC WENT INTO EFFECT. BEFORE THIS DATE   STEEL INCREASES OF 1 1/3 WERE COMMON PLACE AND TAKEN   WITH FASTENERS, A P.E. SHOULD REVIEW THE TEST REPORT   INFORMATION TO SEE IF THE INCREASES WERE TAKEN. THE   NEWER MIAMI-DADE NOA?S THAT WERE RENEWED AFTER THE 2004   FBC WENT INTO EFFECT WILL STATE UNDER THE HEADING (3)   CALCULATIONS, ANCHOR VERIFICATION VERIFIED TO THE 2004   FBC- NO STEEL INCREASES TAKEN.   1605.3.1.1 LOAD REDUCTION.   1. IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT OF   TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE EFFECT   OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN SHALL   NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD LOAD AND   ANY OF THE VARIABLE LOADS.   2. INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE   MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED   STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD   COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD   INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER   23 .   EXCEPTION: INCREASES IN ALLOWABLE STRESS SHALL BE   PERMITTED IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402   PROVIDED THE LOAD REDUCTION OF SECTION 1605.3.1.1 ITEM   1 SHALL NOT BE APPLIED.   3. SIMULTANEOUS USE OF BOTH ONE-THIRD INCREASE IN   ALLOWABLE STRESS AND THE 25-PERCENT REDUCTION IN   COMBINED LOADS SHALL NOT BE PERMITTED.       28B) WINDOWS: STOREFRONT   28C) AUTOMATIC BYPASS DOOR PEDESTRIANS AND CARTS 28D)   EXTERIOR GLAZED SWING DOORS   28E) EXTERIOR HOLLOW METAL DOORS SINGLE AND PAIRS 28F)   EXTERIOR COIL DOORS/ SECTIONAL DOORS   28G) FASCIA SYSTEMS   28H) EFIS WALL SYSTEMS   28I) ROOFING SYSTEMS W/ INSULATION- ONLY A DRIP EDGE   REPORT SUBMITTED, NO REPORT FOR FLAT   DECK   28J) ROOF HATCH- SEE ATTACHMENT           *******THE CITY REQUEST THE FLORIDA COVER SHEETS *****       29) 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       30) 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.       31) THE CODE ANALYSIS INDICATES THIS TO BE A TYPE I-B   BUILDING REQUIRING FIRE RATINGS OF THE   STRUCTURAL STEEL AND BAR JOIST, PLEASE PROVIDE THE   MANUFACTURERS SPEC AND THE THICKNESS REQUIRED TO   ACHIEVE THE REQUIRED FIRE RATING.           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.       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)805-6731   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 12 Status P Date 2009-09-09 Cont ID   Sent By dpalmer Date 2009-09-09 Time 12:05 Rev Time 0.00 Received By dpalmer Date 2009-09-09 Time 12:05 Sent To   Notes 2009-09-09 12:05:59 E110 Review Stop E ELECTRICAL Rev No 11 Status P Date 2009-07-28 Cont ID   Sent By dpalmer Date 2009-07-28 Time 12:59 Rev Time 0.00 Received By dpalmer Date 2009-07-28 Time 12:59 Sent To   Notes 2009-07-28 13:00:16 SELECTIVE COORDINATION STUDY. Review Stop E ELECTRICAL Rev No 10 Status P Date 2009-07-28 Cont ID   Sent By dpalmer Date 2009-07-28 Time 12:59 Rev Time 0.00 Received By dpalmer Date 2009-07-28 Time 12:59 Sent To   Notes 2009-07-28 12:59:32 REV'S OK./ Review Stop E ELECTRICAL Rev No 9 Status F Date 2009-07-08 Cont ID   Sent By dpalmer Date 2009-07-08 Time 13:44 Rev Time 0.00 Received By dpalmer Date 2009-07-05 Time 16:19 Sent To PC Notes 2009-07-08 13:47:52         ** DENIED PLANS **       1) NOTE: AS REQUESTED ON PREVIOUS REVIEW PLEASE SUBMIT   A COMPLETE SELECTIVE COORDINATION STUDY INCLUDING ALL   RELEVANT TIME CURVES.   THE SINGLE SHEET DOCUMENT SUBMITTED IS NOT THE COMPLETE   INFORMATION NEEDED FOR REVIEW.   PLEASE SEE NFPA-70 700.27, 701.18, 240.12.   ** THIS WAS DERIVED BASED ON SEVERAL REVISIONS AGO WHEN   ALL BATTERY BACK UP LIGHTING REQUIRED FOR EGRESS UNDER   EMERGENCY CONDITIONS WAS REVISED TO ONLY USE THE NEW   LIFE SAFETY GENERATOR AS BACK UP FOR EMERGENCY   LIGHTING.       *** THIS WILL AFFECT ANY APPLICATION FOR TCO OR CO OF   BUILDING.       ** AT THIS TIME SHEET E-801 SUBMITTED IS STAMPED OK.       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 8 Status P Date 2009-05-13 Cont ID   Sent By dpalmer Date 2009-05-13 Time 13:59 Rev Time 0.00 Received By dpalmer Date 2009-05-08 Time 15:37 Sent To   Notes 2009-05-13 13:59:51 **REDLINED PLANS,       NOTES:       *** PROVISO FROM 9/29/08 STILL NEEDS TO BE ADDRESSED.           1) NOTE: THE SELECTIVE COORDINATION STUDY STILL NEEDS   TO BE DONE AND SUBMITTED WITH COMPLETE TIME CURVES FOR   ALL 700 AND 701 SYSTEMS.   700.27, 701.8, 240.12 NFPA-110 6.5.1       2) NOTE: ** CALL WAS MADE TO ENGINEER FOR INFORMATION   ON CHANGES TO ASME-17 FOR STATE ELEVATOR STANDARD.   THERE HAVE BEEN SOME CHANGES TO CODE REQUIREMENTS FOR   LIGHTING. THIS IS NOT UNDER THE REVIEW OF THIS   REVIEWER. THIS IS BEING NOTED AT THIS TIME TO ADDRESS   ANY ITEMS BEFORE THEY COME UP IN THE INSPECTION DONE BY   THE STATE ELEVATOR INSPECTOR.       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]     2009-05-11 11:02:03 5/11 IN ELEC FOR REVIEW. Review Stop E ELECTRICAL Rev No 7 Status F Date 2009-03-10 Cont ID   Sent By dpalmer Date 2009-03-10 Time 15:41 Rev Time 0.00 Received By dpalmer Date 2009-03-10 Time 15:41 Sent To   Notes 2009-03-10 15:41:56 ** DENIED REVISIONS **       1) NOTE: NOT ALL CHANGES AND REVISIONS ON SHEETS HAVE   BEEN IDENTIFIED WITH CLOUDS AND TRIANGLES.   FOR EXAMPLE: PLEASE SEE E1110 WHICH CONTAINS A   SUBSTANTIAL AMOUNT OF REVISIONS MOST ARE NOT   IDENTIFIED.   FOR EXAMPLE: PLEASE SEE E001 WHERE CLOUDS ARE SHOWN   HOWEVER NO IDENTIFICATION IS SHOWN.       ** THESE ARE TWO EXAMPLES ONLY. THERE ARE OTHERS.   PLEASE BE SURE ALL REVISIONS ARE IDENTIFIED ON PLANS.       FBC 106.5, 106.1.1, 106.1.2 FOR CLARITY, ADDITIONAL   INFORMATION OF RECORD PLANS.   FBC CHAPTER 13, CHAPTER 10, NEC 2005.       2) NOTE: PLANS NOW HAVE MOST ALL PREVIOUS BATTERY BACK   UP FIXTURES REMOVED. BASED ON THE REVISED PLANS THIS IS   NOT PERMITTED AS SHOWN. A STRAIGHT NATURAL GAS   GENERATOR IS NOT PERMITTED BY THIS AHJ.   THIS WAS GONE OVER BEFORE PERMIT OF BUILDING WAS ISSUED   YET PLANS ARE NOW ONCE AGAIN BEING REVISED TO GO BACK   TO SOMETHING THAT HAD ALREADY BEEN COMMENTED ON.   PLEASE SEE 700.12.B.3. ONSITE FUEL SHALL BE REQUIRED.   PLEASE SEE NFPA-101 AS THE BACK UP POWER SOURCE FOR   EMERGENCY LIGHTING FIXTURES ARE AT THE DETERMINATION OF   THE AHJ. SECTION 7.8.2.1.   THE CODE IS SPECIFIC TO THE REQUIREMENT OF ON-SITE FUEL   REQUIRED. PLEASE SEE FBC CHAPTER 10, 1006.2.3.       3) NOTE: PLEASE PROVIDE COMPLETE STOCK OF MATERIALS AND   RETAIL GOODS IN AREAS IN WHICH DESIRED USED OF *FINE   MERCHANDISE* IS PLACED IN THE INPUT DATA REPORT OF THE   ENERGY CALCULATIONS.   THE AMOUNT OF FINE MERCHANDISE WOULD BE LIMITED TO   SQUARE FEET OF DISPLAY AREA ONLY. NOT AREAS OF GENERAL   LIGHTING. PLEASE ALSO KNOW THAT THIS ALLOWANCE MAY BE   USED FOR ITEMS SUCH AS JEWELRY AS NOTED IN THE CODE   HOWEVER BASED ON THE CALCULATIONS ALL DISPLAY AREAS ARE   NOTED AS FINE MERCHANDISE WHICH DOES NOT POSSIBLE OR   PERMISSIBLE.   FBC 13-415.2, 13-415.2.ABC.1.1, .1.2, 13-415.2.B.2 ETC       4) NOTE: ALL EGRESS PATHS SHALL CONTAIN THE BATTERY   BACK UP FIXTURES SUCH AS STAIRS. SOME STAIR AREAS STILL   CONTAIN FIXTURES AS NOTED HOWEVER STAIRS SUCH AS THE   MAIN EGRESS STAIRS AT THE REAR OF THE STORE HAVE NOW   BEEN REVISED TO REMOVE SUCH FIXTURES.   THIS WILL NOT BE PERMITTED. THIS WAS GONE OVER   EXTENSIVELY BEFORE PERMIT ISSUANCE YET THE PLANS HAVE   NOW BEEN REVISED TO GO BACK TO PREVIOUS COMMENTS.   NFPA-101 7.8.1.3, 7.9.2.1, 7.9.2.2, FBC 1006, NEC   700.12B3 ETC       5) NOTE: PLEASE BE SURE ALL ITEMS IN THE INPUT DATA   REPORT COORDINATES WITH *ALL* LIGHTING ON PLANS. ISSUED   PERMIT WAS BASED ON SOME ERRORS HOWEVER BASED ON THE   FBC 13-103.3 STATES WITHOUT GROSS ERRORS.   AS THERE HAS BEEN NUMEROUS FIXTURES ADDED, TYPES OF   FIXTURES REVISED, TYPES OF FIXTURES TO BE REVISED AND   ACTUAL REMOVAL OF SEVERAL OTHER FIXTURES THE PLANS AND   CALCULATIONS NEED TO COORDINATE COMPLETELY.   ** ONE EXAMPLE WOULD BE FIXTURES ON PREVIOUS   CALCULATIONS WHICH WERE 85VA ARE NOW 58 VA WHICH IS OK,   HOWEVER THIS DOES NOT COORDINATE WITH THE FIXTURE   LEGEND.   ** FOR EXAMPLE: FIXTURES IN AREAS AND ROOMS ON PLANS   NEED TO MATCH THE IDR. ONE LOCATION ALONE WOULD BE ROOM   105.       6) NOTE: TO DATE OF THIS REVIEW NO LOW VOLTAGE PERMIT   APPLICATION HAS BEEN SUBMITTED. PLEASE KNOW THAT THE   LOW VOLTAGE SCOPE OF WORK ON PLANS NEEDS TO BE UNDER A   SEPARATE PERMIT AS NOTED ON ORIGINAL REVIEWS.   PERMIT FEE BASED ON THE LOW VOLTAGE VALUATION WOULD BE   REQUIRED AT THE TIME OF PERMIT APPLICATION.       7) NOTE: PLEASE SEE PREVIOUS PROVISO ISSUANCE OF   9/29/08. NO SELECTIVE COORDINATION STUDY, TIME CURVES   ETC HAVE BEEN SUBMITTED TO DATE. PLEASE SEE 700.27,   701.8, 240.12, NFPA-110 6.5.1 ETC       8) NOTE: PLEASE BE SURE ALL PLANS AS NOTED ABOVE HAVE   ALL REVISIONS LABELED WITH CLOUDS AND TRIANGLES. THERE   ARE SEVERAL LOCATIONS WHERE THE PLANS CONTAIN CLOUDS   YET THERE IS NO IDENTIFICATION OF THE REVISIONS TO   COORDINATE WITH THE TITLE BLOCKS. SEE SHEET E341 FOR   EXAMPLE;   FBC 106.1.1,106.1.2, 106.5.   NEC 2005, 240, 310, 220 ETC CHAPTERS GIVEN IN GENERAL   FOR COORDINATION.       9) NOTE: RISER DIAGRAM HAS BEEN COMPLETELY REVISED TO   NOW INCLUDE A NEW PANEL HPE-1 400AMP YET NO PANEL   SCHEDULE FOR LOADS ETC WAS SUBMITTED.   PLEASE SEE 700.9 FOR WIRING OF LIFE SAFETY SYSTEMS WITH   OTHER SYSTEMS. WHAT TYPE OF PANEL IS HPE?   WITH THIS REVISION IF YOU LOSE THE 150KW GENERATOR AND   THE NEW 40KW UNIT HANDLES THE LIFE SAFETY LOADS, WHAT   TAKES CARE OF THE LEGALLY REQUIRED ITEMS? (701 LOADS).   THIS COMMENT ALONG WITH SEVERAL OTHERS ABOVE NEED TO BE   GONE OVER AS SOON AS POSSIBLE AS THE DESIGN CHANGES   WILL HAVE A MAJOR IMPACT OF THE BUILDING CONSTRUCTION   TIME FRAME.           **** IMPORTANT> ANY SHEETS WHICH DID NOT NEED TO HAVE   CHANGES MADE NEED TO BE PLACED BACK INTO THE SETS WHEN   RESUBMITTING THE REVISIONS.               IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT   TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO   CONTACT THIS REVIEWER.       DEWEY PALMER   ELECTRICAL PLAN REVIEW II   CONSTRUCTION SERVICES DEPARTMENT   CITY OF WEST PALM BEACH   561-805-6717   [email protected]     Review Stop E ELECTRICAL Rev No 6 Status P Date 2008-09-29 Cont ID   Sent By dpalmer Date 2008-09-29 Time 13:34 Rev Time 0.00 Received By dpalmer Date 2008-09-29 Time 13:33 Sent To   Notes 2008-09-29 13:35:10 ELECTRICAL PLANS STAMPED IN ALL THREE SETS.   LOW VOLTAGE SYSTEMS WILL BE UNDER SEPARATE PERMIT(S)   HOWEVER MAY REFERENCE MAIN PERMIT NUMBER FOR TURN   AROUND PERMIT. 2008-09-29 13:34:17     ** PROVISO/REDLINED **       1) NOTE: EMERGENCY SYSTEMS AS SHOWN ON RISER FOR ATS   NOTED FOR ELEVATOR IS NOT A SYSTEM UNDER NEC 700.   PLEASE KNOW THIS MAY BE A SYSTEM AS NOTED FOR 701. ALL   LIFE SAFETY ITEMS ARE UNDER POWER BACK UP OTHER THAN   THE GENERATOR FOR LIFE SAFETY.   UPON CONVERSATION WITH THE DESIGNERS OF RECORD THE   BATTERY BACK UP LIGHTING ADDED IN MANY AREAS WILL NO   LONGER BE BATTERY BACK UP AND AN ADDITIONAL GENERATOR   MAY BE ADDED AT LATER DATE FOR OCCUPANCY UNDER   GENERATOR POWER.       2) NOTE: PLEASE SEE ROOM #168 ON E141 WHICH INDICATES A   STANDARD SWITCH DEVICE. NEEDS OCCUPANCY SENSOR TYPE   DEVICE. 13-415.1.ABC.1.2.       3) NOTE: SELECTIVE COORDINATION STUDAY WILL BE REQUIRED   FOR ALL EMERGENCY/LEGALLY REQUIRED SYSTEMS.   700.27,701.8, 240.12 AND NFPA-110 SECTION 6.       ** THE ABOVE NOTES ARE BASED ON INFORMATION THE RISER   AND SYSTEM DESIGNATIONS WILL BE REVISED AND SUBMITTED   WITHIN 30DAYS OF ISSUANCE OF PERMIT.           IF THERE ARE ANY QUESTIONS PLEASE DO NOT HESITATE TO   CONTACT THIS OFFICE.       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 E ELECTRICAL Rev No 5 Status P Date 2008-09-24 Cont ID   Sent By dpalmer Date 2008-09-24 Time 17:46 Rev Time 0.00 Received By dpalmer Date   Time   Sent To   Notes 2008-09-24 17:48:08 *** PASSED REVIEW STOP FOR PERMIT ISSUANCE ONCE ALL   TRADES ARE OK.       ** PROVISO NOTES TO FOLLOW ON 9/29.   ** PROCESSING AND STAMPING OF PLANS ALSO TO FOLLOW ON   9/29.         Review Stop E ELECTRICAL Rev No 4 Status F Date 2008-09-17 Cont ID   Sent By dpalmer Date 2008-09-17 Time 15:50 Rev Time 0.00 Received By dpalmer Date 2008-09-17 Time 15:50 Sent To   Notes 2008-09-17 15:51:01     ** DENIED REVIEW **       *** PLANS ARE IN FAILED STATUS**   *** NEW SHEETS WILL BE REQUIRED. AT THIS TIME A FINAL   LIST OF NEW SHEETS CAN NOT BE DETERMINED AT THIS TIME   BASED ON COMMENT NUMBER ONE BELOW.       1) NOTE: LIGHTING FOR ALL AREAS OUT AND AWAY FROM THE   BUILDING INCLUDING OUT OF THE GARAGE IS CONSIDERED LIFE   SAFETY REQUIRING EGRESS LIGHTING. IF THE GENERATOR AS   NOTED WILL NO LONGER BE FEEDING LIGHTING FOR EGRESS   BACK UP IN AREAS SUCH AS THE GARAGE EGRESS PATHS WILL   REQUIRE BATTERY BACK UP OF SOME SORT. THE GENERATOR   WOULD NO LONGER BE A *LIFE SAFETY/EMERGENCY* GENERATOR   BY DEFINITION.   PLEASE SEE NFPA-101 7.8, 7.9.   CALLED MR. ERDMAN FROM NELSON-RUDIE AND WENT OVER MANY   SCENARIOS.   THE RISER STILL INDICATES THERE BEING A LIFE SAFETY/   EMERGENCY ATS AND SYSTEM. HOW CAN THE GENERATOR BE   CONSIDERED A LIFE SAFETY SYSTEM?   PLEASE SEE DEFINITIONS OF NFPA-110, NFPA-70,   700.1,701.1, AND WIRING OF SYSTEMS IN 700.9, 701.10   ETC.   NOTES ON PLANS WOULD NEED TO BE CHANGED, RISER,   LIGHTING ETC. A PHONE CONFERENCE AT LENGTH MAY BE   NEEDED ONCE ARCHITECT AND ENGINEER CONTACT EACH OTHER   TO GO OVER ITEMS BROUGHT UP.   *** PLEASE SEE DEFINITIONS OF SYSTEM AS NOTED ABOVE.       2) NOTE: NO GROSS ERRORS ON INPUT DATA REPORT AS   SUBMITTED AS NOTED IN 13-103.3               **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 E ELECTRICAL Rev No 3 Status F Date 2008-08-18 Cont ID   Sent By dpalmer Date 2008-08-18 Time 11:54 Rev Time 0.00 Received By dpalmer Date 2008-08-14 Time 14:55 Sent To   Notes 2008-08-14 17:05:24                     ** DENIED REVIEW **       ** PLEASE SEE SOME COMMENTS FROM PREVIOUS REVIEWS ARE   STILL IN NEED OF ADDRESSING.                   1) NOTE: PLANS STILL SUBMITTED ONLY FOR PLAN REVIEW AND   NOT SUBMITTED UNDER PERMIT APPLICATION AT THIS TIME.       2) NOTE: PLEASE BE SURE TO GO THROUGH THE SUBMITTED   ENERGY CALCULATIONS AND COORDINATE ALL INFORMATION WITH   PLANS.   ON THE PREVIOUS REVIEW ONE OF THE EXAMPLES GIVEN WAS   THE FACT MANY OF THE EXTERIOR LIGHTS SHOWN ON PLANS WAS   NOT IN THE INPUT DATA REPORT. THE RESPONSE FORM THE   DESIGN TEAM IS THAT THE EXTERIOR LIGHTS ARE LOCATED IN   THE EXTERIOR SECTION OF THE INPUT DATA REPORT. THIS   OFFICE/REVIEWER IS AWARE OF WHERE THE EXTERIOR LIGHTS   ARE SHOWN IN AN INPUT DATA REPORT. THE COMMENT WAS IN   FACT THE LIGHTING SHOWN ON THE PLANS FOR ALL EXTERIOR   LIGHTS DID NOT MATCH WITH THE LIGHTING SHOWN IN THE   INPUT DATA REPORT.   PLEASE SEE THE FIXTURE SCHEDULE AS THERE ARE FIXTURES   LISTED AND ON PLANS WHICH ARE NOT IN THE INPUT DATA   REPORT FOR EXTERIOR LIGHTS.   ONE EXAMPLE IS THE 94 WATT FIXTURE AS NO FIXTURES IN   THE IDR ARE 94WATTS.   ANOTHER IS THE COUNT OF THE 50WATT FIXTURES AS THE   PLANS SHOW MORE THAN THE 6 WHICH IS INDICATED IN THE   IDR.   ** THIS IS ONLY A COUPLE AS NOTED FOR DESIGN   BENEFIT.       13-415.2, 13-415.2.ABC.1.1,.1.2 AND .1.3 13-400.A.3       3) NOTE: PLEASE SEE NFPA-101 7.8.1.3 AS NOTED ON   PREVIOUS REVIEWS. ALL STAIRS ARE REQUIRED TO CONTAIN AT   LEAST 10FT CANDLES UNDER NORMAL CONDITIONS AND IS   PERMITTED TO GO DOWN TO 1FT CANDLE UNDER EMERGENCY   CONDITIONS. PLEASE SEE SHEET ULEN WHICH IS A NEW SHEET   PROVIDED. PLEASE SEE THE LEVELS SHOWN UNDER NORMAL   CONDITIONS ARE IN FACT ABOUT 10 TIMES LESS THAN THE   MINIMUM REQUIRED BY THE LIFE SAFETY CODE.   ALL LEVELS MUST MEET MINIMUM.   PLEASE SEE THE EDC STAIRS. THE PLANS INDICATE SOME SORT   OF EMERGENCY LEVEL HOWEVER THE SECTION OF THE PLANS FOR   THE FRONT EDC STAIRS IS NOT READABLE AND ONLY SHOWS   EMERGENCY LEVELS.   ** KEEP NOTE** THE LIGHTING LEVELS OF OTHER AREAS SHALL   NOT BE FIGURED INTO THE EQUATION OF AVERAGE.       ** THE PREVIOUS REVIEW REQUESTED A LETTER FROM TARGET   CORPORATE OFFICES THAT THE STORE WILL NOT BE OCCUPIED   UNDER EMERGENCY POWER. THE RESPONSE MENTIONS TO SEE   LETTER FROM TARGET CORPORATION.   THE LETTER SUBMITTED IS NOT FROM TARGET CORPORATE   OFFICER.   THE LETTER STATES THAT TARGET TEAM SHALL EVACUATE ALL   OCCUPANTS AND THE BUILDING WILL NOT BE *PUBLICLY   OCCUPIED*.       ** THE LIFE SAFETY CODE DOES NOT ONLY ADDRESS THE   PUBLIC IS ALSO ADDRESSES THE SAFETY OF ALL EMPLOYEES.   THE DOCUMENTS SHALL BE FROM TARGET CORPORATE BEING ONE   OF THE CORPORATION ATTORNEYS/OFFICERS AND IT SHALL   STATE ALL OCCUPANTS INCLUDING EMPLOYEES SHALL EVACUATE   OR PLACE BATTERY BACK UP FIXTURES IN EGRESS AREAS   MEETING THE MINIMUM LEVELS UNDER EMERGENCY EGRESS.       LS 101 7.8, 7.9       4) NOTE: PLEASE PROVIDE INFORMATION WHERE THE RATING   BETWEEN THE EPSS EQUIPMENT AND OTHER NORMAL EQUIPMENT   IS SHOWN. THE RESPONSE MENTIONS THE 1HR SEPARATION IS   PROVIDED HOWEVER BASED ON PLANS AND COORDINATION OF   SUPPORTING DOCUMENTS THIS COULD NOT BE LOCATED.   NFPA-110 7.2       5) NOTE: PLEASE SEE COMMENT #18 FROM PREVIOUS REVIEW.   THE RESPONSE PACKAGE CONTAINS SPECS/CUT SHEETS FOR TYPE   OF DEVICE WHICH SNAPS ONTOTHE BREAKER. THE RESPONSE   MENTIONS DISCONNECTS WERE ADDED. IF DISCONNECTS WILL BE   USED AND NO PROPOSAL OF SOME SORT OF DEVICE BEING ADDED   TO BREAKER IS GOING TO BE PROPOSED PLEASE REMOVE FROM   PACKAGE AND ANY OTHER PLANS/DOCUMENTS.       422.30.31.110.3.90.7. ETC           **IMPORTANT**   ONCE AUDIT/REVIEWS ARE COMPLETE AND PLANS ARE PICKED UP   FOR CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE   ALL OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED   SHEETS INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING.   DO NOT LEAVE ANY OLD/VOIDED SHEETS IN SETS.   PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY   ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,   SPEC/CUT SHEETS, CALCULATIONS ETC SHOULD BE PLACED INTO   TWO SETS/FOLDERS/BINDERS ETC.   PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS   SHOULD BE SUBMITTED FOR REFERENCE.   THIS WILL HELP IN THE AUDIT/REVIEW PROCESS AND AVOID   ANY DELAYS.       DEWEY PALMER   ELECTRICAL PLAN REVIEW II   CONSTRUCTION SERVICES DEPARTMENT   CITY OF WEST PALM BEACH   561-805-6717   [email protected] Review Stop E ELECTRICAL Rev No 2 Status F Date 2008-06-23 Cont ID   Sent By dpalmer Date 2008-06-23 Time 17:08 Rev Time 0.00 Received By dpalmer Date 2008-06-20 Time 17:09 Sent To   Notes 2008-06-23 17:08:31 ** DENIED2ND PLAN REVIEW**       ** PLAN REVIEW ONLY.       ** PLEASE SEE THERE ARE ITEMS FROM PREVIOUS REVIEW   WHICH ARE STILL IN NEED OF ADDRESSING. SOME OF THESE   ARE THE SAME NOTES, COMMENTS AND/OR CODE SECTIONS.       ** PLEASE SEE THERE ARE SOME NEW COMMENTS DUE TO ITEMS   BEING CHANGED OR PLACED ON THE PLANS FOR THE FIRST   TIME.       ** PLEASE SEE THERE ARE ALSO NEW COMMENTS.       ** AS STATED ON PREVIOUS REVIEW THERE WERE SOME ITEMS   NOT YET SUBMITTED IN WHICH A REVIEW OF THOSE ITEMS   COULD NOT BE DONE.               1) NOTE: PLANS HAVE ONLY BEEN SUBMITTED FOR * PLAN   REVIEW ONLY * FOR A SECOND REVIEW AND HAVE NOT BEEN   SUBMITTED UNDER PERMIT APPLICATION.   PLEASE KNOW THAT ONCE ALL ITEMS FOR CODE REVIEWS ARE   DONE PLANS WILL STILL REMAIN IN FAILED STATS UNTIL   PERMIT APPLICATION HAS BEEN MADE. VERIFICATION OF   SEVERAL ITEMS SUCH AS VALID LICENSING ETC IS DONE AT   TIME OF APPLICATION BEFORE ISSUANCE OF PERMIT(S). THIS   COMMENT WILL REPEAT AS PERMIT APPLICATION HAS NOT BEEN   MADE.   IF THERE ARE ANY QUESTIONS ON THIS PLEASE CONTACT THIS   OFFICE/REVIEWER.       2) NOTE: PLEASE SEE NOTICE AT THE END OF THIS REVIEW   WHICH IS NOTED AS ** IMPORTANT** ON CORRECT PROCEDURE   ON RE-SUBMITTING PLANS AND THE REMOVING OF OLD/VOIDED   SHEETS. IF THERE QUESTIONS PLEASE CONTACT THIS   REVIEWER.       3) NOTE: PLEASE SEE PREVIOUS REVIEW WITH RESPECT TO EPS   LEVEL-1 EQUIPMENT WHICH IS NOT PERMITTED TO BE LOCATED   IN THE SAME ELECTRICAL ROOM AS THE NORMAL ELECTRICAL   EQUIPMENT. THE RESPONSE MENTIONS TO SEE NEW REVISED   E355 HOWEVER THE PLANS NOW ONLY SHOW SORT OF DOORS AND   DASHED LINES. THIS DOES NOT PROVIDE ANY RATINGS OF   WALLS. THIS DOES NOT PROVIDE ANY LISTED ASSEMBLIES FOR   WALL. THIS DOES NOT PROVIDE ANY INFORMATION ON DOORS TO   BE USED. NO WALLS OR DOORS WERE LOCATED ON OTHER TRADE   PLANS SUCH AS ARCHITECTURAL OR MECHANICAL SHEETS.   PLEASE SEE THE FOLLOWING TEXT REMAINS FROM PREVIOUS   REVIEW WITH RESPECT TO NFPA-110 CHAPTER 7.   PLEASE SEE NFPA-110 7.2, 7.1.3 PLEASE SEE 7.2.2.1 BELOW   ALSO.   7.2.1THE EPS SHALL BE INSTALLED IN A SEPARATE ROOM FOR   LEVEL 1 INSTALLATIONS. EPSS EQUIPMENT SHALL BE   PERMITTED TO BE INSTALLED IN THIS ROOM.   7.2.1.1THE ROOM SHALL HAVE A MINIMUM 2-HOUR FIRE RATING   OR BE LOCATED IN AN ADEQUATE ENCLOSURE LOCATED OUTSIDE   THE BUILDING CAPABLE OF RESISTING THE ENTRANCE OF SNOW   OR RAIN AT A MAXIMUM WIND VELOCITY REQUIRED BY LOCAL   BUILDING CODES.   7.2.1.2NO OTHER EQUIPMENT, INCLUDING ARCHITECTURAL   APPURTENANCES, EXCEPT THOSE THAT SERVE THIS SPACE,   SHALL BE PERMITTED IN THIS ROOM.   7.2.2EPSS EQUIPMENT SHALL NOT BE INSTALLED IN THE SAME   ROOM WHERE THE NORMAL ELECTRICAL SERVICE EQUIPMENT IS   INSTALLED.   7.2.2.1TRANSFER SWITCHES SHALL BE PERMITTED TO BE   INSTALLED IN THE NORMAL ELECTRICAL SERVICE ROOM WHERE   TWICE THE CLEARANCE REQUIRED BY ARTICLE 110.26(A) OF   NFPA 70, NATIONAL ELECTRICAL CODE, EXISTS BETWEEN   EQUIPMENT ENCLOSURES.       4) NOTE: PLEASE PROVIDE INFORMATION ON LOAD SHEDDING   FOR OTHER SYSTEMS ON EPS LEVEL-1 GENERATOR PER NFPA-110   7.1.5. WHAT PROVIDES SHEDDING OF NON-EMERGENCY OR ANY   LEGALLY REQUIRED LOADS?       5) NOTE: PLEASE SEE PREVIOUS REVIEW WITH RESPECT TO   FOUR POLE TRANSFER SWITCHES. THESE ARE NOW SHOWN ON   RISER AS FOUR POLE YET WHERE IS THE SEPARATELY DERIVED   GENERATOR GROUNDING PER 250.20, 250.50?       6) NOTE: PLEASE SEE THE FOLLOWING COMMENTS WITH RESPECT   TO LIGHTING CONTROLS FOR FLORIDA BUILDING CODE CHAPTER   13 REQUIREMENTS.   PLEASE SEE THERE ARE SEVERAL LOCATIONS IN WHICH   REQUIRED LIGHTING CONTROLS ARE NOT.   PLEASE SEE 13-415.1.ABC.1, .1.1, .1.2 , .1.3 AND .1.4.       A) ALL SEPARATE SPACES CONTAINING FLOOR TO CEILING   HEIGHT PARTITIONS ARE REQUIRED TO CONTAIN ONE OR MORE   OF THE FOLLOWING FOR SEPARATE SPACE CONTROL. INDIVIDUAL   OCCUPANCY SENSORS OR AN OVER RIDE DEVICE OF SOME SORT   TO OVER RIDE ANY TIME OF DAY SCHEDULING.   PLEASE SEE ROOMS 121,122. RESPONSE MENTIONS TO SEE   REVISED E-131 HOWEVER IT IS UNCLEAR WHAT WAS REVISED.   PLEASE SEE SPACES 105, 105A, 103A, 103, 104. AS   MENTIONS ON PREVIOUS REVIEW THESE ARE SOME EXAMPLES   ONLY.       B) PLEASE SEE 13-415.1.ABC.1.3 FOR SEPARATE CONTROLS   REQUIRED FOR DISPLAY/ ACCENT LIGHTING. NO AUTOMATED   CONTROLS COULD BE LOCATED FOR THESE SPECIALTY LIGHTS.       C) PLEASE SEE 13-415.1.ABC.1.4. WHERE ARE THE LIGHTING   CONTROLS LOCATED FOR ALL OUTSIDE LIGHTS MEETING THIS   SECTION?   PLEASE SEE TWO METHODS AS NOTED PREVIOUSLY. IF A TIME   CLOCK IS CHOSEN. IT MUST BE ASTRONOMICAL AND MUST HAVE   A MINIMUM OF 10HR BATTERY BACK UP FOR PROGRAMMING.       D) PLEASE SEE SOME OTHER AREAS IN WHICH STANDARD   SWITCHES ARE BEING SHOWN. FOR EXAMPLE: PLEASE SEE   STAIRS TO EDC ROOM #2. PLEASE KNOW ANY AUTOMATED   CONTROLS WHICH ARE REQUIRED AND ARE LOCATED IN EGRESS   PATHS SHALL BE FAIL SAFE *ON*>   PLEASE SEE FBC 1016.1, AND NFPA-101 LIFE SAFETY CODE   7.8.1.2.2.       E) PLEASE SEE SYMBOL LEGEND WAS NOT UPDATED FOR DEVICES   ON PLANS.       F) PLEASE SEE THE LIGHTING CONTROLS IN MANY AREAS WHICH   ARE REQUIRED TO BE AUTOMATED OF SOME KIND ARE SHOWING   UP AS *MANUAL ON/OFF * ON THE INPUT DATA REPORT OF THE   SUBMITTED ENERGY CALCULATIONS.   PLEASE BE SURE TO THE FOLLOWING COMMENTS.       ** AS NOTED ON PREVIOUS REVIEW SOME OF THE ABOVE   EXAMPLES ARE GIVEN AS A BENEFIT AND MAY NOT BE IN   ANYWAY ALL POSSIBLE LOCATIONS.       7) NOTE: PLEASE BE SURE THE SUBMITTED ENERGY   CALCULATIONS COORDINATE WITH THE PLANS. THE INPUT DATA   REPORT WILL BE NOTED AS IDR FOR THE REMAINDER OF THIS   COMMENT.       FOR EXAMPLE:   PLEASE EXPLAIN HOW THE IDR SHOWS *MANUAL ON/OFF* FOR   LIGHTING WHICH IS REQUIRED TO BE SOME SORT OF AUTOMATED   SYSTEM OR DEVICE.       FOR EXAMPLE:   PLEASE SEE THE SPACE FILLED OUT ON THE CERTIFICATION   SHEET STATES THE PERSON WHO PREPARED THE DOCUMENT AS   THE FIRM. THE SHEET CALLS FOR THE INDIVIDUAL TO CERTIFY   THE SUBMITTED CALCULATIONS HOWEVER THE PRINTED NAME AND   SIGNATURE IS NOT LOCATED ON THE SUBMITTED ENERGY   CALCULATIONS. THESE WERE NOT SIGNED, DATED OR SEALED AS   REQUIRED.   PLEASE SEE FBC 13-103.1 AS THESE SHALL BE DONE BY THE   ENGINEER WHO PREPARED CALCULATIONS.   PLEASE BE SURE TO ALSO SEE FAC 61G15-23.002, FS 471.025   AS THIS REQUIRES ALL DOCUMENTS PREPARED BY AN ENGINEER   TO BE SIGNED, DATED AND SEALED ACCORDINGLY.   ** THIS IS REQUIRED FOR ALL TRADES WHETHER OR NOT   COMMENT IS MADE BY OTHER REVIEW TRADES.       FOR EXAMPLE:   PLEASE COORDINATE THE NUMBER AND KW RATINGS OF ALL   ELECTRIC WATER HEATERS ON PLANS/PANEL SCHEDULES WITH   THAT OF THE SHOWN ON THE IDR.       FOR EXAMPLE:   PLEASE SEE THERE ARE SEVERAL ITEMS ON EXTERIOR LIGHTING   WHICH IS SHOWN ON PLANS WHICH DO NOT SHOW UP ON THE IDR   AND OTHER WHERE THE NUMBER AND WATTAGE OF FIXTURES DO   NOT CORRELATE.   PLEASE SEE MISSING FIXTURES X-3, X-5, X-6, H1, H1A   ETC.   PLEASE SEE THERE ARE MANY ITEMS ON ELECTRICAL PLANS   WHICH ARE NOT IN THE IDR.   PLEASE ALSO SEE THE FOLLOWING COMMENT WITH RESPECT TO   THE SITE LIGHTING PLANS AND COORDINATION NEEDED.       FOR EXAMPLE:   PLEASE GO OVER ALL INTERIOR LIGHTING. MOST ARE IN GOOD   SHAPE HOWEVER AS THE FIXTURE LEGEND IS NOT COMPLETE   WITH SOME LIGHTING FOR SPECIALTY LIGHTS AND FIXTURES   SUCH AS S-1, MANY COULD NOT BE VERIFIED.       ** THESE ARE A FEW EXAMPLES ONLY AND MAY IN NO WAY BE   AN EXHAUSTED LIST. THESE EXAMPLES WERE GIVEN AS A   BENEFIT TO CLEARLY COORDINATE **ALL ** LIGHTING ON   PLANS WITH THE IDR.       8) NOTE: PLEASE BE SURE TO COORDINATE THE ELECTRICAL   SITE LIGHTING PLANS WITH THE SL PLANS WHICH ARE IN THE   CIVIL SETS. AS THE LIGHTING IS A REQUIRED DESIGN   PARAMETER UNDER FLORIDA ADMINISTRATIVE CODE   61G15-33.004 FOR THE ENGINEER THESE ARE REQUIRED TO BE   COMPLETED AT THIS TIME.   PLEASE SEE THE NUMBER OF FIXTURES AND LOCATIONS COULD   NOT BE CONFIRMED AS THE SITE SHEETS WERE NOT THE SAME.   PLEASE SEE THE SL PLANS AS THESE CONTAIN FIXTURES AND   OTHER LOCATIONS WHICH WERE NOT CLEARLY VISIBLE OR   READABLE. PLEASE SEE THE FOLLOWING COMMENT FOR MINIMUM   SCALE AND DETAILS NEEDED.   PLEASE SEE THE OUTSIDE LIGHTS ON THE ELECTRICAL PLANS   FOR WALL PACKS, POLES ETC NEED TO COORDINATE. PLEASE   SEE COMMENTS WITH RESPECT TO LIGHTING FOR LIFE SAFETY   CODE AS WELL.   FBC 106.1.2 FOR COORDINATION.       9) NOTE: PLEASE SUBMIT PLANS WITH A MINIMUM OF 1/8 INCH   SCALE. THE 1/16 TH INCH SCALE IS OK AS LONG AS THERE   ARE OTHER SHEETS WHICH PROVIDE THE LARGER DETAIL. THIS   IS CLEARLY AN ISSUE AS THE COMMENT #8 ABOVE FINDS   INCONSISTENCIES IN PLANS WHICH ARE NOT EASILY READ.   PLEASE SEE SHEETS E110 AND E11 AS SOME OF THESE SMALLER   AREAS ARE NOT SHOWN ON ANY OTHER LOCATION ON PLANS.   MOST CAN BE READ ON THESE TWO SHEETS BUT NOT ALL AND   THE MINIMUM IS REQUIRED. FBC 106.1.3 ADMIN SECTION.       10) NOTE: THE PLANS AND RESPONSE LETTERS MENTIONS THIS   BUILDING WILL NOT BE OCCUPIED IN EMERGENCY. THIS SHOULD   BE STATED THIS WILL BE UN-OCCUPIED UNDER EMERGENCY   POWER. THIS BUILDING WILL BE REQUIRED TO EVACUATE IN   THE ONE AND HALF HOUR TIME FRAME. PLEASE OBTAIN A   LETTER FROM CORPORATE WHICH STATES AN UNDERSTANDING   THAT THIS STORE SHALL REMAIN CLOSED IN THE EVENT OF A   POWER FAILURE. ( OR WORDS TO THAT AFFECT).   A NOTICE AND HOLD WILL BE PLACED ON LAND FILE AND   LETTER WILL REMAIN PERMANENTLY ON FILE FOR THIS   LOCATION.       11) NOTE: PLEASE SUBMIT COMPLETE PHOTO-METRICS FOR ALL   EGRESS PATHS UNDER NORMAL AND EMERGENCY CONDITIONS.   SOME WERE SUBMITTED FOR SOME AREAS HOWEVER THERE ARE   OTHER AREAS SUCH AS THE REAR STAIRS WHICH DO NOT SHOW   *ANY* LIGHTING LEVELS FOR EITHER NORMAL OR EMERGENCY.   PLEASE SEE THE SUBMITTED SHEETS LLE AND ULE CLEARLY   STATE THE SHEETS ARE NOT TO BE USED FOR CONSTRUCTION   AND ARE NOT SIGNED, DATED OR SEALED BY THE RESPONSIBLE   DESIGNER OF RECORD. THESE SHEETS ALSO CONTAIN A NOTE   WHICH MENTIONS THESE LEVELS ARE THE LEVELS UNDER   BATTERY. HOW IS THIS POSSIBLE WHEN DOZENS OF THESE   FIXTURES CONTAIN NO BATTERY BACK UP AT ALL?   PLEASE SEE THE RESPONSE ALSO MENTIONS THE NORMAL LEVELS   OF LIGHTING ARE NOT PROVIDED BECAUSE THE INTERPRETATION   IS THAT THE DESIGN MEETS CODE. THIS IS NOT ACCEPTABLE   IN LIEU OF SUBMITTING, SHOWING AND TAKING   RESPONSIBILITY OF THE *MINIMUM* LIGHTING LEVELS AS   REQUIRED UNDER THE LIFE SAFETY CODE.   IT IS THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL TO   ACHIEVE MINIMUM LEVELS AND SHOW ON PLANS FOR DESIGN.   PLEASE SEE FAC 61G15-33.004.   **   PLEASE SUBMIT COMPLETE PHOTO-METRICS FOR *ALL* EGRESS   AREAS UNDER BOTH NORMAL AND EMERGENCY CONDITIONS. THE   AREAS SUCH AS STAIRS SHALL SHOW LIGHTING LEVELS OF 10FT   CANDLES AT *ALL * WALKING SURFACES ON STAIRS.   THESE LEVELS ARE PERMITTED DOWN TO 1FT CANDLE UNDER   EMERGENCY. PLEASE SEE PREVIOUS COMMENTS AS ALL STAIRS   ARE REQUIRED TO CONTAIN BATTERY BACK UP FIXTURES FOR   THE MINIMUM OF 1FT CANDLE.   ** THIS IS ALSO TO INCLUDE THE REAR STAIRS WHICH   CURRENTLY DO NOT SHOW ANY LEVELS AND FOR ALL OTHER   STAIRS WHICH ONLY SHOW UNDER EMERGENCY.   WHAT ABOUT STAIRS FROM EDC ROOM? NO LEVELS UNDER EITHER   CONDITION?   PLEASE BE SURE TO INDICATE THE *BATTERY BACK UP* OR   *EMERGENCY BALLAST* ON FIXTURE LEGEND FOR FIXTURES AS   REQUIRED.   NFPA-101 2003 7.8, 7.9. 7.8.1.3, 7.9.2.2.   ** PREVIOUS REVIEW**       12) NOTE: PLEASE SEE PREVIOUS REVIEW WITH RESPECT TO   NOTES REQUIRED TO BE ADDED TO PLANS PER   13-413.A.ABC.2.1 AND .2.2. THE RESPONSE MENTIONS NOTES   ADDED TO E000 WHICH WERE LOCATED ON PLANS HOWEVER THE   WORDING AS SHOWN IN THE FLORIDA BUILDING CODE WAS NOT   ON PLANS. THIS WAS CONFIRMED WITH DCA (DEPARTMENT OF   COMMUNITY AFFAIRS) PREVIOUSLY THAT THE WORDING LOCATED   IN THE CODE IS THE WORDING WHICH IS TO BE LOCATED ON   PLANS.   PLEASE ADJUST.       13) NOTE: PLEASE SEE THE SIZE OF THE FEEDERS FROM THE   SERVICE EQUIPMENT MAIN TO THE MAIN DISTRIBUTION   SWITCHBOARD DO NOT MEET THE MINIMUM SIZE PER 310.16,   240.4B. PLEASE SEE THE CONDUCTOR SHALL BE AT OR ABOVE   THE OVER CURRENT PROTECTION WHICH IS PROTECTING THE   CONDUCTORS.   (MAY NOT USE THE 90 DEGREE COLUMN UNLESS ALL EQUIPMENT,   LUGS ETC MEET 90 DEGREE TEMP RATINGS)   PLEASE SEE 110.14.   NEW COMMENT>       14) NOTE: PLEASE SEE 250.24, 250.6 AS THE GROUNDING   ELECTRODE SYSTEM SHALL BE ATTACHED TO THE FIRST MEANS   OF DISCONNECT WHICH IS THE SERVICE EQUIPMENT MAIN   LOCATED OUTSIDE.   PLEASE ADJUST RISER GROUNDING ELECTRODE SYSTEM AND   DETAIL.   PLEASE BE SURE TO SEE NOTE ABOVE WITH RESPECT TO THE   GENERATOR AND SEPARATELY DERIVED SYSTEMS.   NEW COMMENT>       15) NOTE: PLEASE SEE 250.24, 250.110, 250.122 ETC AS   THE EQUIPMENT GROUNDING CONDUCTOR IS MISSING ON THE   CONDUIT FROM THE MAIN TO THE MAIN SWITCHBOARD. (MDS).   PLEASE SEE FEEDER SCHEDULE 18A.   NEW COMMENT>       16) NOTE: PLEASE SEE THE NEW DISCONNECTS WHICH WERE   ADDED FROM PREVIOUS REVIEW NOTES WITH RESPECT TO THE   DISCONNECTING MEANS REQUIRED PER 225.31-225.39,   700.12B6, 702.11 ARE NOT RATED FOR THE CIRCUIT IN WHICH   THEY ARE A PART OF. PLEASE SEE THE BREAKER AND OVER   CURRENT PROTECTION ON THE GENERATOR IS HIGHER THAN THE   RATING OF THESE NEW DISCONNECTS.THE RISER SHOWS BOTH   AS 60A RATED WHEN THESE ARE WITHIN 100AMP CIRCUITS TO   EMERGENCY LOADS.   PLEASE SEE THAT ALL EQUIPMENT SHALL BE LISTED AND RATED   FOR THE LOAD SERVED.225.39, 110.3, 90.7.       17) NOTE: PLEASE SEE PREVIOUS REVIEW COMMENT WITH   RESPECT TO THE ELEVATOR PIT LIGHTING LEVELS TO MEET   620.23, ASTMA17.1-2004 YET NO LEVELS WERE SHOWN. THE   RESPONSE MENTIONS THE FIXTURE WAS CHANGED ON LEGEND.   HOW DOES THIS ADDRESS THE COMMENT?   WHERE ARE THE LIGHTING LEVELS SHOWN?       18) NOTE: PLEASE SEE THE PREVIOUS REVIEW COMMENT WITH   RESPECT TO THE HANDLE PROPOSED *LOCK OFF DEVICE*. THE   SUBMITTED MANUFACTURES SPEC/CUT SHEET IS NOT AN   ACCEPTABLE DEVICE IN LIEUOF THE DISCONNECT REQUIRED   AND DOES NOT MEET THE PERMANENT MEANS.   THIS ARE NOT LISTED FOR PERMANENT INSTALLATIONS!!   110.3.   ** PLEASE KNOW THE NEW NEC 2008 WILL CLARIFY THE CODE   AND THE INTENT.THIS WILL CLEARLY STATE THAT IT WAS   NEVER THE INTENT TO ALLOW *HANDLE LOCK OFF DEVICES* IN   LIEU OF THE REQUIRED DISCONNECTING MEANS.   IN ANY CASE MOST *LOCK OFF*, *LOCK OUT/TAG OUT* DEVICES   ARE FOR TEMPORARY INSTALLATIONS ONLY. MOST ARE NOT   LISTED FOR PERMANENT MEANS.   ** PLEASE ADJUST PLANS ACCORDINGLY FOR DISCONNECTS   ETC.   110.3, 90.7   FBC           ** 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]         2008-06-20 17:09:41 1ROLL AND BOOKS IN ELEC FOR REVIEW.   REVIEW TO COMMENCE ON 6/23 Review Stop E ELECTRICAL Rev No 1 Status F Date 2008-03-08 Cont ID   Sent By dpalmer Date 2008-03-08 Time 14:39 Rev Time 0.00 Received By dpalmer Date 2008-02-16 Time 19:05 Sent To   Notes 2008-03-08 14:40:07 2008-03-08 14:40:07       ** DENIED REVIEW**       ** PLAN REVIEW   SUPER TARGET   1760 PALM BEACH LAKES BLVD.       ** PLEASE KNOW AS THERE ARE SOME ITEMS NOT YET   SUBMITTED FOR REVIEW AND SOME ITEMS NOT YET ON PLANS A   REVIEW OF ONLY THE DOCUMENTS SUBMITTED CAN BE DONE AT   THIS TIME. THERE MAY BE NEW COMMENTS ON THE FOLLOWING   REVIEW WHICH CAN NOT BE MADE AT THIS TIME.       1) NOTE: PLANS HAVE ONLY BEEN SUBMITTED FOR * PLAN   REVIEW ONLY * AND HAVE NOT BEEN SUBMITTED UNDER PERMIT   APPLICATION. PLEASE KNOW THAT ONCE ALL ITEMS FOR CODE   REVIEWS ARE DONE PLANS WILL STILL REMAIN IN FAILED   STATS UNTIL PERMIT APPLICATION HAS BEEN MADE.   VERIFICATION OF SEVERAL ITEMS SUCH AS VALID LICENSING   ETC IS DONE AT TIME OF APPLICATION BEFORE ISSUANCE OF   PERMIT(S).   IF THERE ARE ANY QUESTIONS ON THIS PLEASE CONTACT THIS   OFFICE/REVIEWER.       2) NOTE: PLEASE KNOW THAT ALL LOW VOLTAGE WIRING SHALL   BE UNDER SEPARATE PERMITS FROM THE MAIN ELECTRICAL   PERMIT. THE LV FOR PHONE, CATV AND OTHER SYSTEMS NOT   INCLUDING LV FOR SECURITY MAY BE ALL UNDER ONE LV   PERMIT. THE SECURITY SYSTEM IS A SEPARATE LV PERMIT   FROM OTHERS LISTED ABOVE. IN EITHER CASE AS ALL LOW   VOLTAGE SYSTEMS ARE SHOWN ON BASE BUILDING PLANS, THE   APPLICANT MAY REFERENCE THESE PLANS FOR A *TURN-AROUND*   PERMIT.   ** THIS IS GIVEN FOR INFORMATIONAL PURPOSE AND IF THERE   ARE ANY QUESTIONS ON THIS ITEM PLEASE CONTACT THIS   REVIEWER.       3) NOTE: PLEASE SEE NOTICE AT THE END OF THIS REVIEW   WHICH IS NOTED AS ** IMPORTANT** ON CORRECT PROCEDURE   ON RE-SUBMITTING PLANS AND THE REMOVING OF OLD/VOIDED   SHEETS. IF THERE QUESTIONS PLEASE CONTACT THIS   REVIEWER.       4) NOTE: PLEASE BE SURE THE ELECTRICAL PLANS AS WELL AS   COVER SHEET ON ARCHITECTURAL COVER SHEETS CONTAIN THE   FOLLOWING CODES. SOME OF THESE MAY ALREADY BE LISTED   HOWEVER NOT ALL AT BOTH PLACES. THESE MAY BE ON THE   FIRST E-SHEET AND NOT ON ALL SHEETS.       2004 FBC W/2007 REVISIONS.   2005 NFPA_70   2003 NFPA-101   2002 NFPA-72   2002 NFPA-110   2003 NFPA-20 (NOT YET DETERMINED)       ** PLEASE SEE ANY COMMENTS FROM OTHER TRADES WHICH ALSO   MAY REQUIRE SPECIFIC CODES TO BE LISTED ON PLANS.       5) NOTE: PLEASE SUBMIT THE MANUFACTURES SPECS/CUT   SHEETS FOR THE GENERATOR, ALL ATS EQUIPMENT, AND FUEL   TANK.   PLEASE KNOW THAT A REVIEW OF THE FUEL TANK WILL BE DONE   BY THE MECHANICAL, FIRE MARSHAL ETC.   PLEASE SEE COMMENTS BELOW WITH RESPECT TO THE ATS   UNITS.   ** PLEASE SUBMIT ANY FIRE PUMP AND FIRE PUMP   CONTROLLERS SPECS/CUT SHEETS AS WELL IF THIS BUILDING   WILL CONTAIN ANY SUCH UNITS. PLANS DID NOT SEEM TO   CONTAIN ANY FIRE PUMP ETC AND A REVIEW OF MANY ITEMS   COULD NOT BE DONE IF THIS BUILDING IS GOING TO CONTAIN   A FIRE PUMP.   IF APPLICABLE PLEASE SEE NFPA-20, CHAPTERS 9 AND 10.       6) NOTE: PLEASE SEE THE EMERGENCY LIFE SAFETY EQUIPMENT   IS NOT PERMITTED IN THE SAME ROOM(S) AS THE NORMAL   ELECTRICAL EQUIPMENT. PLEASE SEE NFPA-110 7.2, 7.1.3   PLEASE SEE 7.2.2.1 BELOW ALSO.   7.2.1THE EPS SHALL BE INSTALLED IN A SEPARATE ROOM FOR   LEVEL 1 INSTALLATIONS. EPSS EQUIPMENT SHALL BE   PERMITTED TO BE INSTALLED IN THIS ROOM.   7.2.1.1THE ROOM SHALL HAVE A MINIMUM 2-HOUR FIRE RATING   OR BE LOCATED IN AN ADEQUATE ENCLOSURE LOCATED OUTSIDE   THE BUILDING CAPABLE OF RESISTING THE ENTRANCE OF SNOW   OR RAIN AT A MAXIMUM WIND VELOCITY REQUIRED BY LOCAL   BUILDING CODES.   7.2.1.2NO OTHER EQUIPMENT, INCLUDING ARCHITECTURAL   APPURTENANCES, EXCEPT THOSE THAT SERVE THIS SPACE,   SHALL BE PERMITTED IN THIS ROOM.   7.2.2EPSS EQUIPMENT SHALL NOT BE INSTALLED IN THE SAME   ROOM WHERE THE NORMAL ELECTRICAL SERVICE EQUIPMENT IS   INSTALLED.   7.2.2.1TRANSFER SWITCHES SHALL BE PERMITTED TO BE   INSTALLED IN THE NORMAL ELECTRICAL SERVICE ROOM WHERE   TWICE THE CLEARANCE REQUIRED BY ARTICLE 110.26(A) OF   NFPA 70, NATIONAL ELECTRICAL CODE, EXISTS BETWEEN   EQUIPMENT ENCLOSURES.       7) NOTE: PLEASE SEE 230.95, 240.13 AS THESE SECTIONS OF   THE CODE AMONG OTHERS REQUIRED GROUND FAULT PROTECTION   (GFP) ON THE SERVICE. THE PLANS CLEARLY SHOW THE GFP   PROTECTION REQUIRED HOWEVER PLEASE SEE 700.6D, 700.26   AND NFPA-110 6.2.15. AS THE CODE REQUIRES GFP ON NORMAL   SIDE AND REQUIRES GF SENSING ON THE EMERGENCY SIDE THE   ISOLATION OF THE SYSTEMS AND NEUTRALS IS IMPERATIVE.   PROVISIONS SHALL BE INCLUDED FOR ENSURING CONTINUITY,   TRANSFER, AND ISOLATION OF THE PRIMARY AND THE EPS   NEUTRAL CONDUCTORS WHEREVER THEY ARE SEPARATELY   GROUNDED TO ACHIEVE GROUND-FAULT SENSING.   PLEASE SEE THE FOLLOWING INFORMATION GIVEN IS SECTIONS   REMOVED FROM WHITE PAPERS AS WELL FROM TWO MANUFACTURES   OF TRANSFER SWITCHES AND GENERATORS. THIS MAY HELP IN   PROVIDING THE NEEDED EQUIPMENT AND ADJUSTMENT SO THE   PLANS AND RISER.       ** ** ASCO WHITE PAPER EXCERPT***   **WHERE GROUND FAULTPROTECTION IS TRIGGERED BY THE   CODE AND AN ALTERNATE POWER SUPPLY IS INCLUDED,   SWITCHING OF THE NEUTRAL BECOMES NECESSARY. THE CIRCUIT   SHOWN ABOVE ILLUSTRATESSUCH A CIRCUMSTANCE. THE   SERVICE IS LARGER THAN 1,000 AMPS. CONSEQUENTLY, GROUND   FAULT PROTECTION IS REQUIRED AT THE MAIN SERVICE   DISCONNECT AT A MINIMUM. IF ITIS INSTALLED THERE AND   THE GENERATOR NEUTRAL GROUNDING WAS THROUGH A SOLID   CONNECTION TO THE MAIN SERVICE NEUTRAL, A GROUND FAULT   WHEN THE GENERATOR ISFEEDING THE LOAD WILL CAUSE THE   MAIN SERVICE DISCONNECT TO OPEN. THIS WILL NOT   DISCONNECT THE ARCING FAULT FROM THE GENERATOR.   COORDINATION IS THUSLOST."       *****CATERPILLAR WHITE PAPER EXCERPT***   SHOULD THE DESIGNER WANT TO GROUND THE GENERATOR AND   STILL ADHERE TO CODE AND AVOID THE PROBLEMS   OF SPLIT RETURN PATHS AND IMPROPER GFP SENSING   THE USE OF A FOUR POLE TRANSFER SWITCH IS CALLED FOR.   FOUR POLE TRANSFER SWITCHES   FOUR POLE SWITCHES ARE EMPLOYED TO INSURE   THAT THE GENERATOR CAN BE GROUNDED WITHOUT COMPROMISING   THE NEC. THAT IS, THE GEN SET   CAN BE WIRED AS A SEPARATELY DERIVED SYSTEM BY   GROUNDING THE NEUTRAL AT THE GEN SET AS LONG AS THE   NEUTRAL IS NO LONGER SOLID THROUGH THE TRANSFER SWITCH.   THIS OF COURSE INFERS THAT NEUTRAL BE SWITCHED AT THE   SAME TIME AS THE PHASES.   THIS SCHEME WILL ALSO INSURE GFP OPERATION AS INTENDED.   FIG. 12 SHOWS A FOUR POLE TRANSFER SWITCH WIRED WITH A   GEN SET HAVING ITS NEUTRAL GROUNDED AT THE HOUSING. IN   THIS WIRING THE NEUTRAL RETURN PATH IS DELIBERATELY   OPEN FOR GROUND RETURN CURRENTS BY THE TRANSFER SWITCH   CONTACTS. THIS WILL ALSO AVOID NUISANCE TRIPPING IN THE   CASE OF AN UNBALANCED LOAD. IN EFFECT, THE GEN SET IS   NOW COMPLETELY ISOLATED FROM THE UTILITY SERVICE AND   PRESENTS AN EFFECTIVE AND SAFE ALTERNATIVE TO SOLID   NEUTRAL LINES. A DESIGNER HAS THE TOOLS TO NOW   CONFIGURE A STANDBY SYSTEM AS EITHER SEPARATELY DERIVED   OR NOT. IF THE SYSTEM NEEDS ARE FOR NOT GROUNDING THE   GEN SET AT ITS SITE THEN A THREE POLE TRANSFER SWITCH   WITH A SOLID NEUTRAL SHOULD BE EMPLOYED. IF THE GEN SET   NEEDS TO BE GROUNDED AT ITS SITE, THEN A FOUR POLE   TRANSFER SWITCH MUST BE DESIGNED INTO THE SYSTEM. THIS   WILL INSURE THAT THE NEUTRAL IS SWITCHED ISOLATING THE   NORMAL OR UTILITY SUPPLY. LASTLY, SHOULD THE DESIGNER   DECIDE TO SWITCH THE NEUTRAL, CONSIDERATION TO CONTACT   RATINGS AND PERFORMANCE SHOULD BE TAKEN INTO ACCOUNT.   FOURTH POLE AND UL REQUIREMENTS   AS OF APRIL 1989, UL 1008 REQUIRED THAT THE FOURTH POLE   OF A TRANSFER SWITCH BE TESTED AND PROVEN TO HAVE   RATINGS EQUAL TO ITS PHASE CONTACTS IF NOT OF THE SAME   CONSTRUCTION. AND THAT BUS SPACING IS CLOSER TO LINE   THAN ITS LINE TO LINE SPACING OR IT HAS A DIFFERENT   MEANS OF SUPPORT FOR ITS NEUTRAL BUS. THAT MEANS THAT   THE NEUTRAL CONTACT MUST BE CAPABLE OF WITHSTAND AND   CLOSE INTO FAULT RATINGS AT LEAST EQUAL TO THE PHASE   CONTACTS. THE FACT IS, NOT ALL TRANSFER SWITCHES   EMPLOYING A FOURTH POLE ARE CONSTRUCTED IN LIKE   FASHION.       AS NOTED ABOVE THE USE OF 4-POLE TRANSFER SWITCHES IS   NEEDED. PLEASE SHOW ON PLANS THE SEPARATELY DERIVED   GROUNDING ELECTRODE SYSTEM AT THE GENERATOR.       8) NOTE: PLEASE SEE PANEL LP4 ON THE SECONDARY SIDE OF   THE TRANSFORMER REQUIRES A MAIN CIRCUIT BREAKER PER   240.21, 408.36.       9) NOTE: PLEASE COMPLETE ALL INFORMATION ON PLANS AND   SUPPORTING DOCUMENTS FOR COMPLIANCE WITH THE FBC AND   CHAPTER 13.   PLEASE KNOW THE MINIMUM REQUIRES FEDERALLY ADOPTED INTO   LAW IN JULY 04 WAS THAT ALL STATES ARE REQUIRED TO MEET   THE MINIMUM OF 1999 ASHRAE 90.1 OR BETTER BY THE NEXT   CODE CYCLE. PLEASE SEE THE FBC AND CHAPTER 13 FOR ALL   ITEMS.   THIS NOTE WILL BE DONE INS SUB-SECTIONS AND THE INPUT   DATA REPORT WILL BE NOTED AS IDR.       A) PLEASE BE SURE TO SEE 13-415.1.ABC.1.1, .1.2, .1.3   AND .1.4 FOR ALL LIGHTING CONTROLS REQUIRED. PLEASE SEE   THERE ARE SEVERAL LOCATIONS WHICH ARE MISSING REQUIRED   CONTROLS.   FOR EXAMPLE:   MISSING SEPARATE SPACES OVER RIDES AND LIGHTING   CONTROLS.ALL OVER RIDES ARE REQUIRED FOR SYSTEM   CONTROLS.   SOME EXAMPLES OFROOMS MISSING REQUIRED CONTROLS:   143,008,105,105A,108,109,122,168,139 ETC THIS IS NOT   ALL LOCATIONS AND ONLY GIVING A FEW AS EXAMPLES.   MISSING LIGHTING ZONES AS REQUIRED.   MISSING BACK UP TIME FOR OUTSIDE LIGHTING PROGRAMMING   WHICH CODE SECTION ABOVE REQUIRES A 10HR MINIMUM.   PLEASE SEE MISSING CONTROLS AND DETAILS FOR OUTSIDE   LIGHTING.       B) PLEASE SEE 13-413.1.ABC.2.1 AND .2.2 AND PLEASE   PLACE REQUIRED NOTES ON PLANS ACCORDINGLY.       C) PLEASE SEE 13-413.1.ABC.1.1 AND .1.2 AND SUBMIT   VOLTAGE DROP CALCULATIONS FOR ALL WORST CASE. PLEASE   SEE THERE ARE BRANCH CIRCUITS AND FEEDERS WHICH ARE IN   QUESTION DUE TO THE LONGER LENGTHS AS SHOWN ON PLANS.       D) PLEASE BE SURE ALL LIGHTING ON PLANS COORDINATES   WITH THE LIGHTING ON THE IDR SUBMITTED WITH THE ENERGY   CALCULATIONS. PLEASE KNOW AT THIS TIME THERE ARE   SEVERAL HUNDRED FIXTURES/LUMINAIRES MISSING FORM THE   IDR.   PLEASE SEE FOR EXAMPLE: THE IDR FOR EXTERIOR LIGHTING   SHOWS NOT ONE FIXTURE. HOW IS THIS POSSIBLE WHEN THERE   ARE HUNDRED(S) OF LUMINAIRES ONPLANS???   PLEASE SEE FOR EXAMPLE: THE LIGHTING SHOWN ON THE   FIXTURE LEGEND DOES NOT CORRELATE WITH THE IDR FOR   DOZENS OF FIXTURES FOR THE CORRECT WATTAGES. PLEASE SEE   13-415.2.ABC.1, .1.1, .1.2 AND .1.3 FOR VA RATINGS TO   BE USED IN CALCULATIONS.   THIS SHALL INCLUDE ALL ACCENT LIGHTING SUCH AS TRACK   LIGHTING WHICH IS NOTED SPECIFICALLY IN THE CODES ABOVE   ALONG WITH THE VA TO BE FIGURED FOR COLD CATHODE   LIGHTING NOTED ON SPECIALTY LIGHTING PLANS.       E) PLEASE BE SURE TO SHOW AND INDICATE ALL LIGHTING   FIXTURE DESIGNATIONS ON PLANS. PLEASE SEE SOME   LOCATIONS DO CONTAIN A NOTE FOR TYPES OF FIXTURES   HOWEVER MANY AREAS DO NOT CONTAIN DESIGNATIONS WHICH   COORDINATE WITH THE FIXTURE LEGEND.   EXAMPLE: ARE 102       F) PLEASE COORDINATE ELECTRICAL WATER HEATERS ON   PLANS/EQUIPMENT SCHEDULE WITH THAT OF THE UNITS SHOWN   ON THE IDR. THE IDR APPEARS TO SHOW MORE THAN THE UNITS   ON EQUIPMENT SCHEDULE.       ** PLEASE SEE THAT THE NOTES ABOVE WITH RESPECT TO FBC   CHAPTER 13 ARE SOME OF THE ITEMS GIVEN AS EXAMPLES AND   ARE IN NO WAY ALL ITEMS. PLEASE SEE COMMENTS FROM OTHER   TRADES FOR THE SAME CHAPTER.       10) NOTE: PLEASE SUBMIT SITE LIGHTING PLANS. UNABLE TO   REVIEW AT THIS TIME.   NEC 2005, FBC CHAPTER 13   FBC ADMIN SECTION 106.1.2, 106.3.5.1.2 FOR ADDITIONAL   INFORMATION.       11) NOTE: PLEASE SUBMIT EMERGENCY EGRESS PHOTO-METRICS   FOR ALL EGRESS PATHS INCLUDING ALL STAIR AREAS. PLEASE   SEE 7.8.1.3, 7.9.2.2 AS THE LIGHTING LEVELS FOR STAIRS   UNDER NORMAL CONDITIONS ARE REQUIRED AT 10FT CANDLES   MINIMUM.   PLEASE SEE THAT ALL REQUIRED EGRESS PATHS, MAIN   ELECTRICAL ROOMS, ELEVATOR EQUIPMENT/MACHINE ROOMS ETC   SHALL CONTAIN BATTERY BACK UP TYPE FIXTURES TO PROVIDE   THE 1FT CANDLE MINIMUM FOR THE *EGRESS PATHS*. PLEASE   SEE 7.8.1.2.2 AND 7.8.2.   COULD NOT LOCATE FIXTURES ON FIXTURE LEGEND WITH THE   REQUIRED BATTERY BACK UP.   PHOTO-METRICS ARE REQUIRED AND AS NONE HAVE BEEN   SUBMITTED AT THIS TIME NO REVIEW CAN BE DONE. FLORIDA   ADMINISTRATIVE CODE 61G15-33.004   FBC 106.1.2       12) NOTE: PLEASE PROVIDE GROUND RISE ON ONE-LINE SHEET   OR OTHER SHEET PER 250.58. ALSO AS NOTED ABOVE WITH   RESPECT TO THE GENERATOR AND SEPARATELY DERIVED SYSTEMS   PER 250.20, 250.30. THE NOTE ON RISER SHEET FOR   TRANSFORMER GROUND IS OK.       13) NOTE: PLEASE INDICATE COLOR CODING FOR THE 277/480V   SYSTEM AS FOLLOWS.   BROWN, PURPLE AND YELLOW.   THIS LOCAL JURISDICTION EXISTINGWIRING SYSTEMS ARE AS   NOTED ABOVE INCLUDING OTHER LOCAL JURISDICTIONS AS THE   NEC DOES NOT PROVIDE COLOR CODING NEEDED FOR THESE   VOLTAGES. THE ORANGE MARKING AS NOTED IN THE NEC IS FOR   THE HIGH-LEG OF AN OPEN DELTA SYSTEM.   90.4       14) NOTE: PLEASE SUBMIT THE MANUFACTURES SPECS/CUT   SHEETS ON THE PROPOSED UPS SYSTEM. PLEASE BE SURE   DOCUMENTS CONTAIN A LISTING FROM A NRTL. (NATIONALLY   RECOGNIZED TESTING LABORATORY).   110.3, 90.7.   FBC 106.1.2 FOR ADDITIONAL INFORMATION.       15) NOTE: PLEASE SEE NOTE ONE E001 MENTIONS TO SEE E361   FOR DETAILS ON THE GENERATOR HOWEVER NO DETAILED   SPECIFIC INFORMATION COULD BE LOCATED.   PLEASE SEE OCTAGONAL NOTE #15 FOR EXAMPLE.   PLEASE SEE OTHER SHEETS ON PLANS SUBMITTED CONTAIN   OTHER NOTES IN BOXES AND OCTAGONAL NOTES HOWEVER THE   NOTES DO NOT MATCH OR THE NOTE IS NOT ON ANY LEGEND OR   DETAIL ON SHEET TO LOCATE INFORMATION.   PLEASE SEE ONE EXAMPLE BESIDES ONE NOTED ABOVE: SHEET   E210 NOTES 4 AND 6 WHICH ARE IN LISTED NOTED. ONLY ONE   NOTE/ SQUARE BOX #6 WAS LOCATED ON SHEET, WHERE IS NOTE   #4?   OCTAGONAL NOTES ON E355, E14, E17, ???   ** PLEASE GO THROUGH ALL SHEETS AND UPDATE NOTES, ETC   THIS NOTES ONLY SOME ITEMS. SOME OTHERS NOTED ABOVE WAS   THE MISSING FIXTURE DESIGNATIONS OR NOTES/BOXES ETC FOR   THE FIXTURES.       16) NOTE: PLEASE SEE THE ALARM DEVICE LOCATIONS AS   NOTED ON PLANS SHEET E-210 MAKE NOTE TO SEE   ARCHITECTURAL SHEETS FOR LOCATIONS AND DEVICE HEIGHTS.   THIS REVIEWER COULD NOT READILY LOCATE THESE ON   ARCHITECTURAL SHEETS. PLEASE PROVIDE DETAILED   INFORMATION ON THE ELECTRICAL PLANS OR ADD DEVICES TO   E-SHEETS.   PLEASE PROVIDE A RESPONSE WHERE THESE ITEMS ARE   LOCATED.   FBC 106.3.5.1.2, 106.1.2 FOR ADDITIONAL INFORMATION.   SEE THE NEXT NOTE:       17) NOTE: PLEASE INCLUDE ALL MINIMUM LEVELS FOR FLORIDA   ADA COMPLIANCE.   PLEASE SEE FBC 2004 11-4.28.1, .2 AND .3(4) MORE   SPECIFICALLY. THE LEVELS FOR ALL DEVICES TO MEET   MINIMUM ADA LEVELS NEED TO BE NOTED ON PLANS AS WELL AS   ADJUSTING THE DEVICES NOTED ON PLANS.   FOR EXAMPLE: STROBES SHOWN AT LEVELS WAY BELOW THE   MINIMUM LEVELS REQUIRED FOR ADA. (15CD ETC, WHEN   REQUIRES TO BE 75CD MINIMUM).       18) NOTE: PLEASE SEE FBC 3006.2, .4 ETC AND POSSIBLE   COMMENTS FROM OTHER TRADES. PLEASE KNOW THE ELEVATOR   MACHINE ROOMS ARE REQUIRED MEETING INDIVIDUAL AIR   CONDITIONING AS WELL AS VENTILATION REQUIREMENTS.   PLEASE SEE NEC 620.21-620.25. AT THIS TIME THERE ARE   ITEMS IN THESE ROOMS AND OTHER EQUIPMENT WHICH IS   REQUIRED TO BE ON DEDICATED CIRCUITS YET THEY FEED   OTHER AREAS. SEE THE FOLLOWING COMMENT WHICH DIRECTLY   AFFECT THIS NOTE.   PLEASE SEE FOR EXAMPLE: THE LIGHTING IN THE MACHINE   ROOM IS REQUIRED TO BE ON A DEDICATE CIRCUIT YET PLANS   SHOWS THIS SAME CIRCUIT FEEDING OTHER AREAS/ROOMS WHICH   IS NOT PERMITTED.       19) NOTE: PLEASE SEE THE PLANS SHOWS CIRCUITS FOR MUCH   OF THE EQUIPMENT FOR ESCALATOR AND ELEVATOR TO A Y1   PANEL YET NO Y PANEL COULD BE LOCATED IN PANEL   SCHEDULES OR LOCATED ON RISER. WHAT IS THIS PANEL? NEC   240.4,310.16, 408, 620 ETC   FBC 106.3.5.1.2, 106.1.2 FOR ADDITIONAL INFORMATION.       20) NOTE: PLEASE SEE 620.213 AND ASME A17.1-2004,   SAFETY CODE FOR ELEVATORS AND ESCALATORS, REQUIRES A   MINIMUM OF 5 FT-CANDLES (54 LUX) AT THE PIT FLOOR AND   REQUIRES LUMINAIRES TO BE EXTERNALLY GUARDED TO PREVENT   ACCIDENTAL BREAKAGE.   PLEASE INCLUDE IN THE PHOTO-METRIC CALCULATIONS AS   NEEDED ABOVE FOR EGRESS PATHS. MAY SUBMIT ONE AS   TYPICAL FOR BOTH.       21) NOTE: PLEASE SUBMIT MORE DETAIL FOR THE RTCU   CONTROL PANELS WHICH THE GFI RECEPTACLES FOR ROOFTOP   EQUIPMENT IS BEING SHOWN. THESE ARE 277/480V UNITS, AND   NOT CLEAR WHAT THESE PANELS ARE AT THIS TIME. PLEASE   CLARIFY.       22) NOTE: PLEASE SEE ROOM LOCATED ON SHEET E131 WHICH   IS TO THE LEFT AND DOWN FROM AREA/ROOM 122. THIS ROOM   DOES NOT APPEAR TO SHOW ANY DOORS.   FBC 106.1.2       23) NOTE: PLEASE KNOW THE RATINGS OF THE MAIN   ELECTRICAL ROOM 145 AND ELECTRICAL DISTRIBUTION ROOM   116 NEEDS TO BE VERIFIED. PLEASE KNOW AS FULL FIRE   SPRINKLER PLANS WERE NOT SUBMITTED THE ROOM RATING   NEEDS TO BE VERIFIED.   THIS INFORMATION WILL BE GONE OVER WITH THE BUILDING   REVIEWER WHEN BUILDING REVIEW IS DONE. COULD NOT   READLIY LOCATE ON THE ARCHITECTURAL SHEETS THE RATING   OF THESE ROOMS.   MAY BE 3HRS OR AT THE LEAST 1HR. 450.42   WILL ALSO NEED MORE INFORMATION ON THE VENTILATION   TAKING PLACE IN THESE ROOMS ONCE THE MECHANICAL REVIEW   TAKES PLACE.   PLEASE PROVIDE TEMPERATURE RISE AND EQUIPMENT HEATING   WILL NEED TO BE GONE OVER.       24) NOTE: PLEASE SEE THE PANEL SCHEDULES NOTE A *HANDLE   LOCK-OFF DEVICE* ON SOME ITEMS. PLEASE BE SURE TO   VERIFY THE DEVICES BEING NOTED AS MANY OF THESE ITEMS   ARE ONLY LISTED FOR TEMPORARY USE AND IF A DEVICE IS TO   BE PERMANENTLY INSTALLED IN LIEU OF A REQUIRED   DISCONNECT THE LOCK OFF DEVICE SHALL BE AN INTEGRAL   PART OF THE BREAKER ASSEMBLY.   PLEASE PROVIDE NOTE ACCORDINGLY AND PLEASE KNOW THIS   WILL BE VERIFIED IN FIELD BY THE ELECTRICAL INSPECTOR   AND FINAL DETERMINATION BY THE AHJ.   110.3, 90.4, 90.7.       25) NOTE: PLEASE SEE 210.8B2 INTHE 2005 NEC AS GFI   PROTECTION IS REQUIRED FOR ALL 120V 15/20 AMP CIRCUITS   IN KITCHENS.   PLANS DO NOT SHOW PROTECTION, EQUIPMENT SCHEDULE DOES   NOT SHOW PROTECTION AND COULD NOT LOCATE THE BREAKERS   IN PANELS FOR REQUIRED PROTECTION.   PLEASE PROVIDE AND ADJUST PLANS.       26) NOTE: PLEASE CLARIFY ACCESS TO THE EDR 116, WHICH   APPEARS TO BE SHOWN THROUGH A ROOM 115. WHAT IS THIS   ROOM 115?   PLEASE SEE A351 WHICH INDICATES THE ROOM SHOWN AS 116   ON ELECTRICAL PLANS AS 129 ON A-SHEETS. PLEASE   COORDINATE.   **MAY NOT ACCESS THROUGH A STORAGE, OFFICE ROOM AS THIS   CLEARLY WOULD INTERFERE WITH THE MEANS OF EGRESS   PATHS.   THIS MAY ALSO BE NOTED BY THE FIRE MARSHAL AND BUILDING   REVIEWER(S).   PLEASE CLARIFY.   LS 101, NEC ACCESS TO ELECTRICAL ROOM 110.26, 240.24       27) NOTE: PLEASE SEE KNOW THE CODE WILL REQUIRE A   NEUTRAL CONDUCTOR TO THE FIRST MEANS OF DISCONNECT FOR   EACH OF THE ATS DEVICES. RISER SHOWS (7) WITH 3W, WHICH   LENDS TO NO NEUTRAL CONDUCTORS. PLEASE KNOW THAT   WHETHER OR NOT THE UNIT IS SEPARATELY DERIVED THIS IS   REQUIRED.   250.6, 250.24, 250.20 ETC       28) NOTE: PLEASE INDICATE THE SIZES OF BRANCH CIRCUIT   CONDUCTORS ON THE PANEL SCHEDULES. AS THE VD   CALCULATIONS HAVE NOT BEEN SUBMITTED AND THESE ARE NOT   SHOWN AT THIS TIME ON PANEL SCHEDULES, UNABLE TO VERIFY   ALL.   240.4, 310.16.   FBC 106.1.2, 106.3.5.1.2FOR ADDITIONAL INFORMATION.       29) NOTE: PLEASE PROVIDE NOTES ON PLANS FOR REQUIRED   SIGNAGE FOR ARC FLASH PROTECTION. 110.16       30) NOTE: PLEASE INCLUDE DISCONNECTING MEANS FOR ALL   FEEDERS FROM GENERATOR TO BUILDING. PLEASE SEE,   225.31-225.39, 700.12B6, 701.11B6, AND 702.11B6. PLEASE   KNOW BASED ON NOT HAVING THE INFORMATION ON THE   BREAKERS FOR THE GENERATOR, THE CODE REQUIRES THE MEANS   OF DISCONNECT TO BE *WITHIN SIGHT* AND *READILY   ACCESSIBLE*. PLEASE SEE NEC ART 100 FOR DEFINITIONS.   PLEASE ALSO KNOW AS THERE MAY BE ZONING AND OTHER   REQUIREMENTS WHICH MAY REQUIRED FENCING/WALLS/AND   LANDSCAPING THE BREAKERS MAY NOT BE READILY ACCESSIBLE.   PLEASE ALSO KNOW THAT BASED ON THE GENERATOR AND THE   LOCATION OF THIS UNIT THESE MAY BE INSIDE A LOCKED   ENCLOSURE. THIS BEING SAID SEPARATE DISCONNECTSWHICH   ARE NOT REQUIRED TO CONTAIN OVER CURRENT PROTECTION   WILL BE REQUIRED AT THE BUILDING OR IN CLOSE PROXIMITY   TO BE DETERMINED BY THIS OFFICEAND THE FIRE MARSHAL.       31)NOTE: PLEASE KNOW ALTHOUGH NOT REQUIRED, A   RESPONSE LETTER WILL BE HELPFUL IN THE FOLLOWING   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] 2008-03-07 19:04:11 2008-03-07 19:04:11       REVIEW CONTINUED 3/7, IN PROGRESS TO CONTINUE 3/8,   NOTES TO FOLLOW ONCE COMPLETED. 2008-02-16 19:56:14 2008-02-16 19:56:14       REVIEW STOPPED,ELECTRICAL REVIEW WILL CONTINUE AFTER   2/29. PLANS WILL GO INTO *F* STATUS AT THAT TIME AND   NOTES WILL BE POSTED ONCE REVIEW IS COMPLETED. 2008-02-16 19:04:46 2008-02-16 19:04:46       ONE ROLL IN ELECTRICAL FOR REVIEW. Review Stop ENG ENGINEERING CSD Rev No 7 Status N Date 2009-03-06 Cont ID   Sent By mgonzale Date 2009-03-06 Time 15:41 Rev Time 1.00 Received By mgonzale Date 2009-03-06 Time 15:41 Sent To   Notes 2009-03-06 15:42:03 NO CHANGES TO CIVIL OR SITE RELATED Review Stop ENG ENGINEERING CSD Rev No 6 Status N Date 2008-09-11 Cont ID   Sent By rchokshi Date 2008-09-11 Time 08:23 Rev Time 0.00 Received By rchokshi Date 2008-09-11 Time 08:23 Sent To   Notes ***NONE*** Review Stop ENG ENGINEERING CSD Rev No 5 Status P Date 2008-08-18 Cont ID   Sent By rchokshi Date 2008-08-18 Time 10:21 Rev Time 0.00 Received By rchokshi Date 2008-08-18 Time 10:21 Sent To   Notes 2008-08-18 10:25:44 ACCORDING TO E-MAIL FROM MANNY G. OF 1000 45TH ST ENG,   STORM WATER QUALITY CALS ARE APPROVED BY MOCK-ROOS.   THEREFORE, WEACCEPT THEIR APPROVAL LETTER.       RASIK CHOKSHI Review Stop ENG ENGINEERING CSD Rev No 4 Status F Date 2008-07-25 Cont ID   Sent By rchokshi Date 2008-07-25 Time 16:31 Rev Time 0.00 Received By rchokshi Date 2008-07-25 Time 16:19 Sent To   Notes 2008-07-25 16:30:42 FAILED FOR FOLLOWING REASONS:       1. YOU NEED TO GET AN APPROVAL FROM 1000 45TH ST   ENGINEERING FOR STORM WATER QUALITY CALS BEFORE WE   ISSUE A PERMIT. THEREFORE, WE SUGGESTYOU KEEP IN   TOUCH WITH 1000 45TH ST ENGINEERING FOR THEIR APPROVAL.           PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR   PERMITTING PROCESS       RASIK CHOKSHI805-6723     Review Stop ENG ENGINEERING CSD Rev No 3 Status F Date 2008-07-24 Cont ID   Sent By rchokshi Date 2008-07-24 Time 13:49 Rev Time 0.00 Received By rchokshi Date 2008-07-24 Time 13:20 Sent To   Notes 2008-07-24 13:49:48 FAILED FOR FOLLOWING REASONS:       1. PLEASE PROVIDE A COPY OF SFWMD PERMIT,, GEO-TECH   REPORT , ENVIRONMENTAL REPORT&STORM WATER CALS TO   100045TH STREET ENGINEERING SERVICESFOR THEIR   APPROVAL,BEFORE WE ISSUE A PERMIT.       2. PLEASE SHOW ON DRAINAGE DRAWINGTHE SUMMARYOF THE   TOTAL SITE AREA, PERVIOUS AND IMPERVIOUS AREAS. ALSO   GREEN, LAKE,PARKING AREA,YOU ARE DEVELOPING FOR THIS   PROJECT . PLEASEMAKE SURE THESE AREAS SHOWN ON   DRAINAGE DRAWINGS MUST MATCH WITH AND USED IN STORM   WATER QUALITY CALCULATIONS.       PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR   PERMITTING PROCESS       RASIK CHOKSHI805-6723         Review Stop ENG ENGINEERING CSD Rev No 2 Status F Date 2008-06-11 Cont ID   Sent By rchokshi Date 2008-06-11 Time 14:07 Rev Time 0.00 Received By rchokshi Date 2008-06-11 Time 13:43 Sent To   Notes 2008-06-11 14:07:07 FAILED FOR FOLLOWING REASONS:       1. PLEASE PROVIDE A COPY OF BOND FOR ORDINANCE NO.   4060-07:       ALL DEMOLITION AND NEW CONSTRUCTION PERMITS, WITH   EXCEPTION OF SINGLE FAMILY, DUPLEX AND ACCESSORY   APARTMENT, SHALL POST BONDS OR DEPOSITS FOR THE   FOLLOWING:       1. EROSION CONTROL, AND   2. LAND STABILIZATION       THE AMOUNT OF THE EROSION CONTROL AND LAND   STABILIZATION BONDS SHALL BE DETERMINED BY THE ENGINEER   OF RECORD USING THE CURRENT CITY COST SCHEDULE AND   VERIFIED BY THE CITY'S ENGINEERING SERVICES DEPT.   PLEASE CONTACT BRIAN MOREE, ENG SERVICES CONSTRUCTION   SUPERVISOR, AT 561- 494 -1040 FOR MORE INFORMATION.       UPON VERTICAL CONSTRUCTION COMMENCEMENT, PAYMENT IN   FULL OF ALL APPLICABLE FEES, AND COMPLIANCE WITH ALL   TERMS AND CONDITIONS OF ANY POSTED BOND, THE PERMITTEE   MAY REQUEST RELEASE OF THE BONDS OR DEPOSITS.       A COPY OF ORDINANCE NO. 4060-07 MAY BE OBTAINED FROM   THE CITY CLERK'S OFFICE LOCATED ON THE FIRST FLOOR.       2.PLEASE PROVIDE A COPY OF SFWMD PERMIT,, GEO-TECH   REPORT , ENVIRONMENTAL REPORT&STORM WATER QUALITY   CALCULATIONS. STORM WATER CALS MUST BE APPROVED FROM   100045TH STREET ENGINEERING SERVICES BEFORE WE   APPROVE.   PLEASE SHOW ON WATER QUALITY CALCULATION THAT YOU   HAVE CONSIDERED FLOOD ZONE AREA, & 5,10, 25, 100 YEAR   FLOOD CRITERIA AND CROWN OF THE ROAD WHEN YOU DETERMINE   THE FIRST FLOOR ELEVATION. FIRST FLOOR ELEVATION SHOULD   BE ATLEAST 1 FOOT HIGHER THAN HIGHEST CROWN OF THE   ROAD.       3. PLEASE SHOW ON DRAINAGE DRAWINGTHE SUMMARYOF THE   TOTAL SITE AREA, PERVIOUS AND IMPERVIOUS AREAS. ALSO   GREEN, LAKE,PARKING AREA,YOU ARE DEVELOPING FOR THIS   PROJECT . PLEASEMAKE SURE THESE AREAS SHOWN ON   DRAINAGE DRAWINGS MUST MATCH WITH AND USED IN STORM   WATER QUALITY CALCULATIONS.       4. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH   STREET ENGINEERING BEFORE WE APPROVE.       PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR   PERMITTING PROCESS       RASIK CHOKSHI805-6723             Review Stop ENG ENGINEERING CSD Rev No 1 Status F Date 2008-03-14 Cont ID   Sent By rchokshi Date 2008-03-14 Time 09:19 Rev Time 0.00 Received By rchokshi Date 2008-03-14 Time 09:05 Sent To   Notes 2008-03-14 09:19:24 FAILED FOR FOLLOWING REASONS:       1. PLEASE PROVIDE A COPY OF NOTICE OF INTENT (NOI).   PLEASE APPLY AT FDEP, NPDES STORMWATER SECTION FOR   NOI.   YOU CAN GET NOI INFO FROM   WWW.DEP.STATE.FL.US/WATER/STORMWATER/NPDES/   NOTICE OF INTENT DEP FORM 62-621.300(4)(B),   EFFECTIVE MAY 1, 2003       2.PLEASE PROVIDE A COPY OF BOND FOR ORDINANCE NO.   4060-07:       ALL DEMOLITION AND NEW CONSTRUCTION PERMITS, WITH   EXCEPTION OF SINGLE FAMILY, DUPLEX AND ACCESSORY   APARTMENT, SHALL POST BONDS OR DEPOSITS FOR THE   FOLLOWING:       1. EROSION CONTROL, AND   2. LAND STABILIZATION       THE AMOUNT OF THE EROSION CONTROL AND LAND   STABILIZATION BONDS SHALL BE DETERMINED BY THE ENGINEER   OF RECORD USING THE CURRENT CITY COST SCHEDULE AND   VERIFIED BY THE CITY'S ENGINEERING SERVICES DEPT.   PLEASE CONTACT BRIAN MOREE, ENG SERVICES CONSTRUCTION   SUPERVISOR, AT 561- 494 -1040 FOR MORE INFORMATION.       UPON VERTICAL CONSTRUCTION COMMENCEMENT, PAYMENT IN   FULL OF ALL APPLICABLE FEES, AND COMPLIANCE WITH ALL   TERMS AND CONDITIONS OF ANY POSTED BOND, THE PERMITTEE   MAY REQUEST RELEASE OF THE BONDS OR DEPOSITS.       A COPY OF ORDINANCE NO. 4060-07 MAY BE OBTAINED FROM   THE CITY CLERK'S OFFICE LOCATED ON THE FIRST FLOOR.       3. PLEASE SHOW ON DRAWINGSDUMPSTER & ITS ENCLOSURE   DETAILS PER CITY OF WPB, &LOCATION ON DWG, LOCATION   MUST BE ACCESSIBLE FOR PICKUP TRUCK.       4. PLEASE PROVIDE WATER QUALITY CALCULATIONS.PLEASE   SHOW ON CALCULATION THAT YOU HAVE CONSIDERED FLOOD ZONE   AREA, & 5,10, 25, 100 YEAR FLOOD CRITERIA AND CROWN OF   THE ROAD WHEN YOU DETERMINE THE FIRST FLOOR ELEVATION.   FIRST FLOOR ELEVATION SHOULD BE ATLEAST 1 FOOT HIGHER   THAN HIGHEST CROWN OF THE ROAD.       5. PLEASE SHOW ON DRAINAGE DRAWINGTHE SUMMARYOF THE   SITE AREA, PERVIOUS AND IMPERVIOUS AREAS. ALSOGREEN,   LAKE,PARKING AREA,YOU ARE DEVELOPING FOR THIS PROJECT   . PLEASEMAKE SURE THESE AREAS SHOWN ON DRAINAGE   DRAWINGS MUST MATCH WITH AND USED IN STORM WATER   QUALITY CALCULATIONS. PLEASE PROVIDE A COPY OF THESE   CALCULATIONS.       6. 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 STRUCTURESWITH ELEVATIONS, NOTCHES, BLEEDING   ELEVATION, ETC ON DRAWINGS, CALCULATION FOR   EXFILTRATION TRENCHES, PLEASE SHOW DRY DETENTION/WET   DETENTION AREAS IN STORM WATER CALS IF YOU HAVE ALL   THESE.       7. ALSO PLEASE SHOW ALL CATCH BASINS NEAREST,AROUND   YOUR SITE FOR STORM WATER DRAIN SO YOUR SITE DO NOT GET   FLOODED AND HAVE ENOUGH DRAINS.       8. PLEASE PROVIDE A COPY OF SFWMD PERMIT,, GEO-TECH   REPORT , ENVIRONMENTAL REPORT&STORM WATER QUALITY   CALCULATIONS. STORM WATER CALS MUST BE APPROVED FROM   100045TH STREET ENGINEERING SERVICES BEFORE WE   APPROVED.       9. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH   STREET ENGINEERING BEFORE WE APPROVE.       PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR   PERMITTING PROCESS       RASIK CHOKSHI805-6723 Review Stop FIRE FIRE DEPARTMENT Rev No 10 Status P Date 2009-10-07 Cont ID   Sent By mawillia Date 2009-10-07 Time 14:56 Rev Time 0.00 Received By mawillia Date 2009-10-07 Time 14:33 Sent To   Notes 2009-10-07 14:48:07 *****REVISION APPROVED*****           OF THE SIX REVISED PLAN SHEETS, A020 AND A611 WERE   STAMPED, INITIALED, AND DATED;           CAPT. MICHAEL A. WILLIAMS   FIRE PLAN REVIEW   561-805-6722 Review Stop FIRE FIRE DEPARTMENT Rev No 9 Status P Date 2009-09-15 Cont ID   Sent By mawillia Date 2009-09-15 Time 11:36 Rev Time 0.00 Received By mawillia Date 2009-09-15 Time 11:26 Sent To B1 Notes 2009-09-15 11:31:11 *****REVISION #103, DATED 9/04/09, APPROVED*****       REVISED PLAN SHEETS A020 AND E110 WERE STAMPED,   INITIALED, AND DATED. Review Stop FIRE FIRE DEPARTMENT Rev No 8 Status P Date 2009-07-30 Cont ID   Sent By mawillia Date 2009-07-30 Time 13:40 Rev Time 0.00 Received By mawillia Date 2009-07-30 Time 12:58 Sent To   Notes 2009-07-30 13:02:12 *****REVISION APPROVED*****           REVISED PLAN SHEETS A130, A201, A611, A801, AND F111,   AND WERE STAMPED, INITIALED, AND DATED.           CAPT. MICHAEL A. WILLIAMS   FIRE PLAN REVIEW   561-805-6722 Review Stop FIRE FIRE DEPARTMENT Rev No 7 Status P Date 2009-05-14 Cont ID   Sent By mawillia Date 2009-05-14 Time 11:58 Rev Time 0.00 Received By mawillia Date 2009-05-14 Time 10:19 Sent To   Notes 2009-05-14 10:22:29 *****REVISION APPROVED*****           REVISED PLAN SHEETS E901, E912, E922, E931, AND E932   WERE STAMPED, INITIALED, AND DATED TO GO ALONG WITH THE   PREVIOUSLY APPROVED SHEETS OF 3/16/09.           CAPT. MICHAEL A. WILLIAMS   FIRE PLAN REVIEW   561-805-6722 Review Stop FIRE FIRE DEPARTMENT Rev No 6 Status F Date 2009-03-17 Cont ID   Sent By mawillia Date 2009-03-17 Time 14:14 Rev Time 0.00 Received By mawillia Date 2009-03-16 Time 15:39 Sent To   Notes 2009-03-16 21:53:16 *****PARTIAL APPROVAL*****           REVISED PLAN SHEETS A020, A021, A130, A131, A201, A611,   A801, A851, F111, AND F300 WERE STAMPED, INITIALED, AND   DATED; HOWEVER SHEETS E901, E912, E922, AND E931 ARE TO   BE FIRE-STAMPED WHEN THE ELECTRICAL PLAN EXAMINER'S   COMMENTS HAVE BEEN ADDRESSED.           CAPT. MICHAEL A. WILLIAMS   FIRE PLAN REVIEW   561-805-6722 Review Stop FIRE FIRE DEPARTMENT Rev No 5 Status N Date 2009-03-16 Cont ID   Sent By mawillia Date 2009-03-16 Time 14:26 Rev Time 0.00 Received By mawillia Date 2009-03-16 Time 13:59 Sent To   Notes 2009-03-16 14:25:50 *****NOT REQUIRED*****           1. THE SUBMITTED SHOP ARCHITECTURAL SHOP DRAWINGS   AND/OR PRODUCT APPROVALS NOT REQUIRED TO BE FIRE   STAMPED.       2. THE SUBMITTED FIRE ALARM AND ASSOCIATED DRAWINGS,   PRODUCT APPROVAL, AND SPEC SHEETS ARE TO BE SUBMITTED   UNDER A SEPARATE FIRE ALARM PERMIT.           CAPT. MICHAEL A. WILLIAMS   FIRE PLAN REVIEW   561-805-6722             Review Stop FIRE FIRE DEPARTMENT Rev No 4 Status P Date 2008-10-02 Cont ID   Sent By mawillia Date 2008-09-30 Time 16:49 Rev Time 0.00 Received By lmartine Date 2008-09-30 Time 14:52 Sent To   Notes 2008-10-02 14:51:52 APPROVED FORE MIKE WILLIAMS 2008-09-30 16:48:58 *****APPROVED*****           PLAN SHEETS A020, A021, A130,A131,A201, A611, A801,   F110, F111, F300, E901, E911, E912, E921, E922, AND   E931 WERE STAMPED, INITIALED, AND DATED. Review Stop FIRE FIRE DEPARTMENT Rev No 3 Status F Date 2008-08-18 Cont ID   Sent By mawillia Date 2008-08-18 Time 15:10 Rev Time 0.00 Received By mawillia Date 2008-08-18 Time 14:01 Sent To   Notes 2008-08-18 15:07:14 *****UNSAT*****       THE FOLLOWING COMMENT TAKEN FROM THE PREVIOUS FIRE PLAN   REVIEWS STILL NEEDS TO BE ADDRESSED:       16.ON SHEET A020 AND A021, THE PATH OF EGRESS IS   SHOWN TO PASS THROUGH OBSTRUCTIONS.THE PATH OF EGRESS   (TRAVEL DISTANCE ROUTE) SHALL NOT BE THROUGH AN   OBSTRUCTION OR POSSIBLE OBSTRUCTION.PLEASE REFERENCE   NFPA 101, LIFE SAFETY CODE, 2003 EDITION - CH. 7.6.1   FOR DETAILING THE MEASUREMENT OF TRAVEL DISTANCE TO   EXITS ACCEPTABLE TO THE AHJ.               CAPT. MICHAEL A. WILLIAMS   FIRE PLAN REVIEW   561-805-6722 Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status F Date 2008-07-01 Cont ID   Sent By mawillia Date 2008-07-01 Time 09:08 Rev Time 0.00 Received By mawillia Date 2008-07-01 Time 07:07 Sent To   Notes 2008-07-01 09:08:29 *****UNSAT*****           16.ON SHEET A020 AND A021, THE PATH OF EGRESS IS   SHOWN TO PASS THROUGH OBSTRUCTIONS.THE PATH OF EGRESS   (TRAVEL DISTANCE ROUTE) SHALL NOT BE THROUGH AN   OBSTRUCTION OR POSSIBLE OBSTRUCTION       18.ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE   FIGHTERS' EMERGENCY OPERATIONS OF ASME A17.1;AND   SHALL BE ABLE TO ACCOMMODATE PARAMEDICAL EQUIPMENT. ADD   COMMENT TO AN APPROPIATE PLAN SHEET       24.NFPA 13 - 2002 EDITION - SHALL BE REFERENCED FOR   THE INSTALLATION OF THE BUILDING'S SPRINKLER SYSTEM. IT   IS INDICATED ON SHEET F300 REFERENCING THE 2004   EDITION.THERE STILL IS A REFERENCE TO 2004 EDITION IN   THE 61G15-32.004.(2) UNDER APPLICABLE NFPA STANDARD TO   BE APPLIED                   TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE   LETTER INDICATING WHERE ON THE APPROPIATE PLAN SHEET   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 2008-04-24 Cont ID   Sent By mawillia Date 2008-04-24 Time 19:13 Rev Time 0.00 Received By mawillia Date 2008-04-24 Time 09:34 Sent To   Notes 2008-04-24 12:16:35 *****DENIED*****       01.STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR   DEMOLITION OPERATIONS SHALL COMPLY WITH NFPA 241.       02.WHEN THE OLD BUILDING IS TO BE DEMOLISHED, THE   SPRINKLER SYSTEM SHALL NOT BE RENDERED INOPERABLE   WITHOUT THE APPROVAL OF WEST PALM BEACH FIRE   PREVENTION.       03.THE SCOPE OF WORK SHALL NOT INTERFERE OR HINDER   EMERGENCY RESPONSE ACCESS TO THE SAID PROPERTY OR THE   VICINITY THEREOF (INCLUDING STREETS, ALLEYS, FIRE   LANES) .       04.ON THE APPROPIATE EXTERIOR ELEVATION WHICH FRONTS   PALM BEACH LAKES BOULEVARD, DISPLAY/SHOW THE ACTUAL   ADDRESS NUMBERS ON THE STRUCTURE OF THE BUILDING.AS   PER WEST PALM BEACH CODE, THE NUMBERS SHALL BE A   MINIMUM OF 6" IN HEIGHT AND 1" IN WIDTH/STROKE.IN THE   EVENT THAT THE ADDRESS IS NOT READILY VISIBLE DUE TO   THE BUILDING'S SETBACK FROM THE STREET, A MONUMENT   SIGN/MARKEE WILL BE REQUIRED DEPICTING THE ADDRESS IN   ADDITION TO THOSE ON THE STRUCTURE OF THE BUILDING.       05.ILLUSTRATE ANY EXISTING OR NEW FIRE HYDRANTS.       06.KNOX-BOX FOR THE BUILDING SHALL BE REQUIRED.SHOW   WHERE THIS DEVICE WILL BE INSTALLED IN AN ACCESSIBLE   LOCATION SO THAT FIRE RESCUE MAY GAIN EMERGENCY ACCESS   TO THE STRUCTURE.       07.ONLY ONE FIRE DEPARTMENT CONNECTION (FDC) IS   SHOWN.CONSIDERING THE SIZE OF THIS CLASS A ( MORE   THAN 30,000 SQUARE FEET) MERCANTILE OCCUPANCY WITHOUT   THE MENTION OF A FIRE PUMP, WILL THE ONE FDC BE   ADEQUATE?       08.KNOX LOCKING CAPS SHALL BE REQUIRED ON THE FIRE   DEPARTMENT CONNECTION(S) .FOR AN APPLICATION, CONTACT   WEST PALM BEACH FIRE PREVENTION AT 561-804-4724.       09.THE FIRE BARRIER SEPARATING PARKING STRUCTURES   FROM THE MERCANTILE OCCUPANCY SHALL BE A FIRE BARRIER   HAVING A FIRE RESISTIVE RATING OF NOT LESS THAN 2   HOURS.       10.OUTSIDE STAIRS, RAMPS, AND LANDINGS SHALL BE   DESIGNED TO MINIMIZE WATER ACCUMULATION ON THEIR   SURFACES.       11.PRESCRIPTIVE STRENGHT REQUIREMENTS SHALL BE NOTED   FOR ALL HANDRAILS AND GUARDRAILS.       12.HANDRAILS/GUARDRAILS SHALL BE REQUIRED ON BOTH   SIDES OF THE STAIRS AND RAMPS.       13.FIRE DOORS AND FIRE WINDOWS SHALL COMPLY WITH NFPA   80.       14.BUILDING PLANS SHALL BE DRAWN TO A MINUMUM OF 1/8   INCH SCALE.SEVERAL SHEETS (SUCH AS A201, E911, FOR   EXAMPLE) ARE SHOWN AT 1/16 INCH SCALE.       15.ON SHEET A020 AND A021, IT IS ASSUMED THAT THE   EXIT DIAGRAM IS THE SAME AS THE LIFE SAFETY PLAN. IF   THIS ASSUMPTION IS INCORRECT, PROVIDE A LIFE SAFETY   PLAN DEPICTING TRAVEL DISTANCES TO THE EXITS.       16.ON SHEET A020 AND A021, THE PATH OF EGRESS IS   SHOWN TO PASS THROUGH OBSTRUCTIONS.THE PATH OF EGRESS   (TRAVEL DISTANCE ROUTE) SHALL NOT BE THROUGH AN   OBSTRUCTION OR POSSIBLE OBSTRUCTION.       17.SPECIFYTHE INTERIOR WALL AND CEILING FINISH   MATERIAL IN TERMS OF CLASS A OR CLASS B.SPECIFY   INTERIOR FLOOR FINISH IN TERMS OF CLASS I OR CLASS II.       18.ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE   FIGHTERS' EMERGENCY OPERATIONS OF ASME A17.1;AND   SHALL BE ABLE TO ACCOMMODATE PARAMEDICAL EQUIPMENT.       19.ON SHEET A130, NO EXIT LIGHTS AND EMERGENCY   LIGHTING IS SHOWN.       20.ON SHEET A131, NO EMERGENCY LIGHTING IS SHOWN AND   MORE EXIT LIGHTS MAY BE REQUIRED.VERIFY THAT SIGN   PLACEMENT SHALLBE SUCH THAT NO POINT IN AN EXIT   ACCESS CORRIDOR IS IN EXCESS OF 100 FEET FROM THE   NEAREST SIGN.       21.THERE IS AN EXIT LIGHT THAT DIRECTS PATRONS TO   AREA/ROOM 174 BUT NO EXIT DOOR IS SHOWN.       22. THERE IS NO SHEET A200 IN THE PLAN SET AS INDICATED   IN THE SHEET INDEX (SHEET G001) .       23. IN ADDITION TO THE ELECTRONIC SWITCHES, CHAIN AND   LOCK WILL BE REQUIRED ON THE FIRE LINE BACKFLOW   DEVICE.       24.NFPA 13 - 2002 EDITION - SHALL BE REFERENCED FOR   THE INSTALLATION OF THE BUILDING'S SPRINKLER SYSTEM. IT   IS INDICATED ON SHEET F300 REFERENCING THE 2004   EDITION.       25.PROVIDE A LAYOUT OF THE BUILDING'S FIRE SPRINKLER   SYSTEM TO BE INSTALLED.PLEASE BE ADVISED THAT   SPECIFICATIONS AND OTHER RELATED MATERIALS ARE NOT   NEEDED AT THIS TIME.       26.FIRE SPRINKLER SYSTEM SHALL BE MONITORED.       27.ALTHOUGH IN PLAN SET, NO SHEETS F111, F300 ARE NOT   SHOWN IN THE SHEET INDEX (SHEET G001) .       28.SHEETS R111, R141, R401, R411, R421, R501, R601,   R621, AND R901 ARE NOT SHOWN IN THE SHEET INDEX (SHEET   G001) .       29.COULD NOT LOCATE THE FLOWS AND TAMPERS ON THE   SPRINKLER AND/OR FIRE ALARM DRAWINGS.       30.PLEASE EXPLAIN THE CORRELATION BETWEEN THE   SPRINKLER SUPERVISORY INITIATING DEVICE PLAN ( E901 FOR   EXAMPLE) AND A FIRE ALARM PLAN.       31.INDICATE THE FLOOR LEVAL ON THE FIRE ALARM   SHEETS.       32.IT IS SHOWN ON SHEET E912,THE ELECTRICAL   DISTRIBUTION CENTER/ROOM 116.HOW DOES ONE ACCESS THIS   SPACE?IS THIS AREA FIRE PROTECTED (SPRINKLERED, FIRE   RESISTIVE SEPARATED, ETC.)       33.HOW IS THE EMERGENCY LIGHTING IN THE STAIRWELLS   ATTAINED?       34.PLEASE EXPLAIN WHAT IS AN INTRUSION SYSTEM.           TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE   LETTER INDICATING WHERE ON THE APPROPIATE PLAN SHEET   EACH ITEM WAS ADDRESSED           CAPT. MICHAEL A. WILLIAMS   FIRE PLAN REVIEW   561-805-6722 Review Stop G GAS REVIEW Rev No 8 Status P Date 2009-07-30 Cont ID   Sent By kstevens Date 2009-07-30 Time 12:02 Rev Time 0.00 Received By kstevens Date 2009-07-30 Time 12:02 Sent To   Notes 2009-07-30 12:03:13 GAS REVISION OK Review Stop G GAS REVIEW Rev No 7 Status P Date 2009-07-02 Cont ID   Sent By kstevens Date 2009-07-02 Time 08:56 Rev Time 0.00 Received By kstevens Date 2009-07-02 Time 08:56 Sent To   Notes 2009-07-02 08:57:07 REVISION OK -- SHT P502 -- LP GAS ISOMETRIC RISER   DIAGRAM. Review Stop G GAS REVIEW Rev No 6 Status F Date 2009-04-23 Cont ID   Sent By kstevens Date 2009-04-23 Time 16:06 Rev Time 0.00 Received By kstevens Date 2009-04-22 Time 16:53 Sent To   Notes 2009-04-23 16:15:47 REVISION DENIED   REFERENCE:   FBC-2004 FUEL GAS       A. SHT P111 SUBMIT THE FOLLOWING INFORMATION FOR THE   LP/PROPANE GAS SYSTEM:       1. SUBMIT AN ISOMETRIC DRAWING THAT   CLEARLY SHOWS ALL CUT SECTIONS OF PIPE   AND CORRESPONDING LENGTHS PER FBC-2004   FUEL GAS CODE.       2. 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.       3. TYPE OF GAS, INDICATE ON RISER DIAGRAM.       4. 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).       5. 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).       6. INDICATE THE DELIVERY PRESSURE (PSI)   PER FBC-2004 FUEL GAS CODE SEC. 402.2.   NATURAL GAS SPECIFY .5 PSI OR 2 PSI.       7. SUBMIT A DETAIL SHOWING THE TYPE,   LOCATION, SIZE AND TERMINATION OF THE   GAS VENTS PER FBC-2004 FUEL GAS CODE   SECS. 502 THRU 505.       B. NO 2ND STAGE REGULATOR IS SHOWN ON THE GAS PLAN.   PLEASE INDICATE THE LOACTION ON THE RISER DIAGRAM AND   THE GAS PLAN. A LISTED SHUT OFF VALVE IS REQUIRED   IMMEDIATELY AHEAD OF THE REGULATOR. SECTION 409.4.       C. SUBMIT THE MANUF. SPECIFICATIONS FOR THE 2ND STAGE   REGULATOR. THE REGULATOR SHALL BE LISTED. SHOW THE   MODEL NUMBER AND OUTLET CAPACITY FOR SINGLE OR MULTIPLE   APPLIANCES. SECTION 106.1.2, (MORE INFORMATION   REQUIRED).       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 G GAS REVIEW Rev No 5 Status F Date 2009-03-05 Cont ID   Sent By kstevens Date 2009-03-05 Time 16:55 Rev Time 0.00 Received By kstevens Date 2009-03-04 Time 17:07 Sent To   Notes 2009-03-06 07:57:43 DENIED   REFERENCE:   FBC-2004 FUEL GAS   NFPA-58           1. SHT P111 THE PROPANE TANK IS REQUIRED TO BE A   MINIMUM OF 10 FEET FROM THE BUILDING. NFPA-58 SECTION   6.2.1 & ANNEX I SECTION I.1 AND FIGURE I.1(B). THE   PROPANE TANK IS INDICATED UNDER THE BUILDING.       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 G GAS REVIEW Rev No 4 Status P Date 2008-09-04 Cont ID   Sent By kstevens Date 2008-09-04 Time 11:04 Rev Time 0.00 Received By kstevens Date 2008-09-04 Time 11:04 Sent To   Notes ***NONE*** Review Stop G GAS REVIEW Rev No 3 Status F Date 2008-07-30 Cont ID   Sent By kstevens Date 2008-07-30 Time 07:49 Rev Time 0.00 Received By kstevens Date 2008-07-29 Time 12:53 Sent To   Notes 2008-07-30 07:49:47 PLANS REVIEWED AND STAMPED BUT PERMIT WILL STAY IN   FAILED STATUS UNTIL CONTRACTOR APPLIES FOR PERMIT Review Stop G GAS REVIEW Rev No 2 Status F Date 2008-06-11 Cont ID   Sent By kstevens Date 2008-06-11 Time 09:37 Rev Time 0.00 Received By kstevens Date 2008-06-09 Time 15:46 Sent To   Notes 2008-06-11 09:38:04         DENIED   REFERENCE: FBC-2004 FUEL GAS       PLANS IN FOR PLAN REVIEW ONLY AT THIS TIME:       1. A SEPARATE GAS PERMIT IS REQUIRED. THE FOLLOWING IS   REQUIRED FOR THE GAS PERMIT.       A. OK   B. OK   C. OK   D. OK   E. OK   F. OK   G. OK       **********NEW COMMENTS***********       1B. SHOW THE SHUT OFF VALVE AND THE SECOND STAGE   REGULATOR ON THE GAS RISER DIAGRAM. THE SHUT OFF VALVE   SHALL BE INSTALLED UPSTREAM OF THE REGULATOR. SECTION   409.4.       2B. SUBMIT THE MANUFACTURE SPECIFICATION SHEETS FOR THE   SECOND STAGE GAS REGULATOR. INDICATE MODEL NUMBER AND   SHOW LISTING FOR REGULATOR ON SHEETS. SECTION 410.2.       3B. VENTED REGULATORS SHALL COMPLY WITH SECTION 410.3.       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 G GAS REVIEW Rev No 1 Status F Date 2008-06-09 Cont ID   Sent By kstevens Date 2008-04-09 Time 15:44 Rev Time 0.00 Received By kstevens Date 2008-04-09 Time 15:44 Sent To   Notes 2008-06-09 15:46:41 DENIED   REFERENCE: FBC-2004 FUEL GAS       PLANS IN FOR PLAN REVIEW ONLY AT THIS TIME:       1. A SEPARATE GAS PERMIT IS REQUIRED. THE FOLLOWING IS   REQUIRED FOR 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.--LENGHTS OF CUT SECTIONS NOT SHOWN.           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. 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).--TO BE VERIFIED WHEN   COMMENT 24(A) SUBMITTED.       D. SUBMIT CALCULATIONS FOR COMBUSTION   AIR (IF APPLICABLE) PER FBC-2004 FUEL   GAS CODE SECTION 304.       E. SUBMIT A DETAIL SHOWING THE TYPE,   LOCATION, SIZE AND TERMINATION OF THE   GAS VENTS PER FBC-2004 FUEL GAS CODE   SECS. 502 THRU 505.       F. 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.       G. THE LOCATION OF THE GAS METER, THE GENERATOR AND   ASSOCIATED GAS PIPING SHALL BE INDICATED ON THE   PLUMBING SHEETS TO VERIFY THE GAS ISOMETRIC PIPING.   SECTION 106.1.2.       25. PLANS ARE NOT 100% COMPLETE AT THIS TIME AND MORE   COMMENTS MAY FOLLOW.       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 I INCOMING/PROCESSING Rev No 19 Status N Date 2009-09-22 Cont ID   Sent By lmartine Date 2009-09-16 Time 08:12 Rev Time 0.00 Received By lmartine Date 2009-09-16 Time 08:11 Sent To   Notes 2009-09-22 08:15:01 C-9 Review Stop I INCOMING/PROCESSING Rev No 18 Status N Date 2009-09-08 Cont ID   Sent By rbrown Date 2009-09-08 Time 18:41 Rev Time 0.00 Received By rbrown Date 2009-09-08 Time 18:41 Sent To   Notes 2009-09-08 18:42:30 C-28. REVISION FOR PARKING GARAGE EXIT SIGNAGE. Review Stop I INCOMING/PROCESSING Rev No 17 Status N Date 2009-08-20 Cont ID   Sent By lmartine Date 2009-08-20 Time 11:01 Rev Time 0.00 Received By lmartine Date 2009-08-20 Time 11:01 Sent To   Notes 2009-08-20 11:02:33 PRECAST SHOP DRAWINGS Review Stop I INCOMING/PROCESSING Rev No 16 Status N Date   Cont ID   Sent By   Date 2009-07-06 Time   Rev Time 0.00 Received By jwitmer Date 2009-07-06 Time 08:10 Sent To   Notes 2009-07-06 08:10:40 INCOMING: C48 Review Stop I INCOMING/PROCESSING Rev No 15 Status N Date 2009-06-11 Cont ID   Sent By rregueir Date 2009-06-11 Time 13:20 Rev Time 0.00 Received By rregueir Date 2009-06-11 Time 13:19 Sent To   Notes 2009-06-11 13:20:56 TO C-21 - ELEC & PLUMB REVISIONS Review Stop I INCOMING/PROCESSING Rev No 14 Status N Date 2009-06-11 Cont ID   Sent By rregueir Date 2009-06-11 Time 13:16 Rev Time 0.00 Received By rregueir Date 2009-06-11 Time 13:16 Sent To B Notes 2009-06-11 13:17:16 TO JW DESK - WALL DETAIL AND SHORING PLAN Review Stop I INCOMING/PROCESSING Rev No 13 Status N Date 2009-04-17 Cont ID   Sent By swurafti Date 2009-04-17 Time 16:30 Rev Time 0.00 Received By swurafti Date 2009-04-17 Time 16:30 Sent To B Notes 2009-04-17 16:30:25 TO "JWITMER" Review Stop I INCOMING/PROCESSING Rev No 12 Status N Date 2009-04-10 Cont ID   Sent By adarroug Date 2009-04-10 Time 15:27 Rev Time 0.00 Received By adarroug Date 2009-04-10 Time 15:27 Sent To B Notes 2009-04-10 15:28:18 TO "JWITMER" DESK/SUBMITTAL Review Stop I INCOMING/PROCESSING Rev No 11 Status N Date 2009-04-10 Cont ID   Sent By adarroug Date 2009-04-10 Time 14:43 Rev Time 0.00 Received By adarroug Date 2009-04-10 Time 14:43 Sent To   Notes 2009-04-10 14:44:08 TO "C34" Review Stop I INCOMING/PROCESSING Rev No 10 Status N Date 2009-04-03 Cont ID   Sent By adarroug Date 2009-04-03 Time 09:14 Rev Time 0.00 Received By adarroug Date 2009-04-03 Time 09:14 Sent To B Notes 2009-04-03 09:15:25 TO "JWITMER" DESK/SUBMITTAL Review Stop I INCOMING/PROCESSING Rev No 9 Status N Date 2009-03-13 Cont ID   Sent By adarroug Date 2009-03-13 Time 10:56 Rev Time 0.00 Received By adarroug Date 2009-03-13 Time 10:56 Sent To B Notes 2009-03-13 10:57:17 TO "JWITMER" DESK/SUBMITTALS Review Stop I INCOMING/PROCESSING Rev No 8 Status N Date 2009-02-27 Cont ID   Sent By adarroug Date 2009-02-27 Time 15:26 Rev Time 0.00 Received By adarroug Date 2009-02-27 Time 15:26 Sent To B Notes 2009-02-27 15:28:16 TO "JWITMER" DESK/SUBMITTAL Review Stop I INCOMING/PROCESSING Rev No 7 Status N Date 2009-02-17 Cont ID   Sent By adarroug Date 2009-02-17 Time 13:40 Rev Time 0.00 Received By adarroug Date 2009-02-17 Time 13:40 Sent To FIRE Notes 2009-02-17 13:44:29 TO "COMM" BD#13--PLANS CAME IN AS SUBMITTAL OF SHOP   DRAWINGS FOR "BLDG" AND "F". AFTER TALKING WITH CAPTAIN   WILLIAMS, WE DECIDED TO ROUTED IT THE BOARD Review Stop I INCOMING/PROCESSING Rev No 6 Status N Date 2009-01-30 Cont ID   Sent By adarroug Date 2009-01-30 Time 15:22 Rev Time 0.00 Received By adarroug Date 2009-01-30 Time 15:22 Sent To   Notes 2009-01-30 15:23:32 TO "COMM" BD#52--PLANS ON RACK--5 BIG ROLLS, 10 SM   ROLLS, 1 BOX Review Stop I INCOMING/PROCESSING Rev No 5 Status N Date 2008-11-21 Cont ID   Sent By adarroug Date 2008-11-21 Time 15:39 Rev Time 0.00 Received By adarroug Date 2008-11-21 Time 15:39 Sent To M Notes 2008-11-21 15:40:07 TO "M" BOX/SUBMITTAL Review Stop I INCOMING/PROCESSING Rev No 4 Status N Date 2008-09-04 Cont ID   Sent By adarroug Date 2008-09-04 Time 09:12 Rev Time 0.00 Received By adarroug Date 2008-09-04 Time 09:12 Sent To   Notes 2008-09-04 09:12:54 TO "COMM" BD#22/PLANS ON RACK--4 ROLLS, 1 BOX W/BINDERS Review Stop I INCOMING/PROCESSING Rev No 3 Status N Date 2008-07-15 Cont ID   Sent By adarroug Date 2008-07-15 Time 13:29 Rev Time 0.00 Received By adarroug Date 2008-07-15 Time 13:29 Sent To   Notes 2008-07-15 13:33:32 TO "COMM" BD#44/PLANS ON RACK/4 ROLLS, BINDERS, AND   BOOKS Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2008-05-22 Cont ID   Sent By adarroug Date 2008-05-22 Time 08:24 Rev Time 0.00 Received By adarroug Date 2008-05-22 Time 08:24 Sent To   Notes 2008-05-27 16:39:18 TO "COMM" BD#48-PLANS ON RACK/5 ROLL, 1 BOX 2008-05-22 08:25:05 WAITING FOR "COMM" BD Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date 2008-04-25 Cont ID   Sent By lmartine Date 2008-04-25 Time 16:04 Rev Time 0.00 Received By lmartine Date 2008-02-07 Time 09:45 Sent To   Notes 2008-02-07 09:46:19 TO "COMM" BD#22/PLANS ON RACK--3 ROLLS AND PAPERWORK Review Stop M MECHANICAL (A/C) Rev No 8 Status P Date 2009-07-28 Cont ID   Sent By rregueir Date 2009-07-28 Time 15:21 Rev Time 0.00 Received By rregueir Date 2009-07-28 Time 14:31 Sent To P Notes 2009-07-28 15:21:55 REVISIONS AS FOLLOWS:       ENERGY CALCULATIONS DATED 6/26/09   M141 DELTA 62, M321 AND M601 DELTA 46, R111, R401,   R411, R601, R611, R621 DELTA 59 Review Stop M MECHANICAL (A/C) Rev No 7 Status P Date 2009-04-30 Cont ID   Sent By rregueir Date 2009-04-24 Time 10:26 Rev Time 0.00 Received By rregueir Date 2009-04-24 Time 10:26 Sent To   Notes 2009-04-30 10:26:31 REVISED R PAGES Review Stop M MECHANICAL (A/C) Rev No 6 Status P Date 2009-03-11 Cont ID   Sent By rregueir Date 2009-03-11 Time 11:50 Rev Time 0.00 Received By rregueir Date 2009-03-10 Time 16:46 Sent To   Notes 2009-03-11 11:55:31 THE FOLLOWING PAGES WERE REVISED OR ADDED AS PART OF   REVISION 32:       M111   M141   M301   M321   M601   R111   R141   R401   R411   R421   R501   R511   R521   R601   R611   R621       THE FOLLOWING PROVISO IS ATTACHED TO PAGE R511:       *****PROVISO*****   PAGE R511 DETAIL #14: EQUIPMENT, APPLIANCES AND   SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND   INSTALLED TO RESIST THE WIND PRESSURES ON THE EQUIPMENT   AND THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH FBC-M   301.13. REVISE PLAN SHOWING SUPPORTS DESIGNED AND   ATTACHED TO BUILDING STRUCTURE FOR WIND RESISTANCE.       IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:   RONALD J. REGUEIRO   561.805.6719   [email protected] Review Stop M MECHANICAL (A/C) Rev No 5 Status P Date 2008-09-10 Cont ID   Sent By rregueir Date 2008-09-10 Time 10:39 Rev Time 0.00 Received By rregueir Date 2008-09-10 Time 09:23 Sent To   Notes 2008-09-10 09:24:36 THE WIND LOAD CALCULATIONS FOR THE HILL PHOENIX   REFRIGERATION EQUIPMENT ROOM ARE OK. THE WIND LOAD   CALCULATIONS FOR ALL OTHER OUTDOOR APPLIANCES ARE   INSUFFICIENT. THE CALCULATIONS ONLY ACCOUNT FOR THE   SIZE OF THE PANELS AND THE STRENGTH OF THE SCREWS   HOLDING THE PANELS. THEY DO NOT COVER ANY OTHER ASPECTS   OF THE CONSTRUCTION OF THE APPLIANCES. A COMPREHENSIVE   ANALYSIS OF THE OVERALL CONSTRUCTION OF THE APPLIANCES   IS REQUIRED TO DEMONSTRATE COMPLIANCE WITH FBCM 301.13.   PLEASE CORRECT AND RESUBMIT. THIS IS THE ONLY   OUTSTANDING MECHHANICAL REVIEW COMMENT AT THIS TIME. AS   SUCH, IT WILL BE COVERED BY A PROVISO TO FACILITATE THE   PROGRESS OF THE PROJECT WHILE A NEW ANALYSIS OR TESTING   CAN BE DONE.       REVIEW WILL REMAIN IN FAILED STATUS UNTIL THERE HAS   BEEN AN ACTUAL APPLICATION FOR PERMIT. THESE PLANS ARE   STILL SUBMITTED UNDER PLAN REVIEW ONLY STATUS. THE   FOLLOWING PROVISO WILL BE ISSUED WITH THE PERMIT SET OF   PLANS:       ***************PROVISO**************   ALL MECHANICAL APPLIANCES EXPOSED TO WIND SHALL   DEMONSTRATE COMPLIANCE WITH FBCM 301.13 BY ANALYSIS OR   TESTING. SUPPORTING DOCUMENTATION SHALL BE PROVIDED TO   THE CODE OFFICIAL IN TIME FOR A PASSED REVIEW PRIOR TO   INSTALLATION OF OUTDOOR APPLIANCES.       IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:   RONALD J. REGUEIRO   561.805.6719   [email protected] Review Stop M MECHANICAL (A/C) Rev No 4 Status F Date 2008-08-18 Cont ID   Sent By rregueir Date 2008-08-18 Time 08:58 Rev Time 0.00 Received By rregueir Date 2008-08-18 Time 08:43 Sent To   Notes 2008-08-18 08:57:41 THE WIND LOAD CALCULATIONS FOR THE HILL PHOENIX   REFRIGERATION EQUIPMENT ROOM ARE OK. THE WIND LOAD   CALCULATIONS FOR ALL OTHER OUTDOOR APPLIANCES ARE   INSUFFICIENT. THE CALCULATIONS ONLY ACCOUNT FOR THE   SIZE OF THE PANELS AND THE STRENGTH OF THE SCREWS   HOLDING THE PANELS. THEY DO NOT COVER ANY OTHER ASPECTS   OF THE CONSTRUCTION OF THE APPLIANCES. A COMPREHENSIVE   ANALYSIS OF THE OVERALL CONSTRUCTION OF THE APPLIANCES   IS REQUIRED TO DEMONSTRATE COMPLIANCE WITH FBCM 301.13.   PLEASE CORRECT AND RESUBMIT. THIS IS THE ONLY   OUTSTANDING MECHHANICAL REVIEW COMMENT AT THIS TIME. AS   SUCH, IT WILL BE COVERED BY A PROVISO TO FACILITATE THE   PROGRESS OF THE PROJECT WHILE A NEW ANALYSIS OR TESTING   CAN BE DONE.       REVIEW WILL REMAIN IN FAILED STATUS UNTIL THERE HAS   BEEN AN ACTUAL APPLICATION FOR PERMIT. THESE PLANS ARE   STILL SUBMITTED UNDER PLAN REVIEW ONLY STATUS. THE   FOLLOWING PROVISO WILL BE ISSUED WITH THE PERMIT SET OF   PLANS:       ***************PROVISO**************   ALL MECHANICAL APPLIANCES EXPOSED TO WIND SHALL   DEMONSTRATE COMPLIANCE WITH FBCM 301.13 BY ANALYSIS OR   TESTING. SUPPORTING DOCUMENTATION SHALL BE PROVIDED TO   THE CODE OFFICIAL IN TIME FOR A PASSED REVIEW PRIOR TO   INSTALLATION OF OUTDOOR APPLIANCES.       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 2008-08-05 Cont ID   Sent By rregueir Date 2008-08-05 Time 10:30 Rev Time 0.00 Received By rregueir Date 2008-07-30 Time 15:26 Sent To   Notes 2008-08-05 10:30:33 REVIEW IN TEMPORARY FAIL STATUS PENDING RESOLUTION OF   COMMENT #5 AND REVIEW OF WIND LOAD DATA FOR MECHANICAL   APPLIANCES (BY STRUCTURAL REVIEWER). COMMENT #5   REQUIRES A THROUGH-PENETRATION DETAIL FOR 8" ROUND DUCT   PENETRATING RATED WALL WITHOUT FIRE DAMPER. SPOKE TO   ERIC FROM NELSON-RUDIE VIA TELEPHONE. THE DESIGN TEAM   HAS REQUESTED AN OPPORTUNITY TO PROVIDE THE MISSING   DOCUMENTATION DURING THIS REVIEW CYCLE. THE WIND LOAD   DATA FOR THE APPLIANCES WAS NOT PROVIDED WITH ORIGINAL   SEAL/SIGNATURE OF THE STRUCTURAL ENGINEERS RESPONSIBLE   FOR THE REPORTS. THIS WILL NEED TO BE CORRECTED. IF   NECESSARY, ONCE ALL OUTSTANDING ISSUES ARE ADDRESSED,   THIS MAY BE COVERED WITH A PROVISO TO ALLOW THE PROJECT   TO MOVE FORWARD.       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 2008-06-19 Cont ID   Sent By rregueir Date 2008-06-19 Time 08:35 Rev Time 0.00 Received By rregueir Date 2008-06-17 Time 09:57 Sent To   Notes 2008-06-19 08:35:20 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 AS WELL AS DESIGNER'S WRITTEN   RESPONSES FOR THE PURPOSE OF CONTINUITY.       1 AND 2: OK       3. WIND LOAD CALCULATIONS ARE SUBJECT TO BUILDING PLAN   REVIEW. IF ALL OTHER REVIEW ITEMS ARE ADDRESSED, A   PROVISO WILL BE ISSUED TO COVER THE MISSING WIND   RESISTANCE DOCUMENTATION FOR THE OUTDOOR APPLIANCES.       4. OK       5. PAGE M301 KEYNOTE #14 REFERENCES SECTION 07 8400. NO   SUCH INFORMATION WAS PROVIDED. ADDITIONALLY, GENERAL   NOTE E CALLS FOR FIRE DAMPERS AT ALL RATED ASSEMBLIES.   THIS IS IN CONFLICT WITH KEYNOTE 14. PLEASE CLARIFY AND   COORDINATE NOTES. DEMONSTRATE COMPLIANCE WITH FBCM   607.1.1 AND 607.5. PROVIDE A DETAIL FOR THE   THROUGH-PENETRATION FIRESTOP SYSTEM TO BE USED ON THE   PLANS.       6 AND 7: THESE COMMENTS WERE ADDRESSED BY REFERENCING A   DOCUMENT WHICH WAS NOT SUBMITTED AS PERMIT   DOCUMENTATION. PLEASE DEMONSTRATE CODE COMPLIANCE BY   PROVIDING THE REQUESTED INFORMATION ON THE PLANS.       8 THROUGH 12: OK       13. MECHANICAL PORTIONS OF THE ENERGY CALCULATIONS HAVE   BEEN CORRECTED. HOWEVER, THE CERTIFICATIONS PAGE OF THE   CODE COMPLIANCE FORM HAS NOT BEEN SIGNED AND SEALED BY   THE PREPARER IN ACCORDANCE WITH FBCB 13-103.1.1.1 AND   13-103.2. PLEASE CORRECT AND RESUBMIT.       NOTE: THIS PROJECT IS STILL SUBMITTED FOR PLAN REVIEW   ONLY AND NOT FOR PERMIT. EVEN WHEN ALL OUTSTANDING   COMMENTS HAVE BEEN ADDRESSED, PLANS WILL REMAIN IN   FAILED STATUS UNTIL A PERMIT IS APPLIED FOR AND ISSUED.   THESE PLANS ARE SUBJECT TO ANY CHANGES IN THE BUILDING   CODES ADOPTED BY THE STATE UP TO THE DATE OF ACTUAL   PERMIT APPLICATION.       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 2008-03-16 Cont ID   Sent By rregueir Date 2008-03-16 Time 12:58 Rev Time 0.00 Received By rregueir Date 2008-03-16 Time 12:05 Sent To   Notes 2008-03-16 12:58:05 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. PG M321: RTU 5 DUCT SYSTEM ON FLOOR PLAN CALLS FOR A   TOTAL OF 10,950 CFM OF SUPPLY WHILE THE RTU SCHEDULE ON   M141 SHOWS RTU 5 PROVIDING 9125 CFM OF SUPPLY. WHICH   ONE IS CORRECT? AIR DISTRIBUTION SYSTEMS SHALL BE   DESIGNED AND INSTALLED TO SUPPLY THE REQUIRED   DISTRIBUTION OF AIR IN ACCORDANCE WITH FBCM 603.1.       2. PG M321: AN 8 INCH ROUND, 175 CFM C-TYPE GRILL IS   SHOWN ON FLOOR PLAN NEAR PHARMACY STORAGE ROOM 132. THE   FLOOR PLAN DOES NOT INDICATE FROM WHERE THIS GRILL WILL   BE SUPPLIED. THIS APPEARS TO BE A POSSIBLE DRAFTING   ERROR. PLEASE CORRECT. FBCM 603.1.       3. PG M141: DETAIL 2, NO INFORMATION COULD BE FOUND ON   PLANS OR IN STRUCTURAL CALCULATIONS REGARDING   ANTICIPATED WIND PRESSURES ON OUTDOOR AND ROOFTOP   EQUIPMENT AND APPLIANCES. MECHANICAL EQUIPMENT,   APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL   BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES   ON THE EQUIPMENT AND THE SUPPORTS AS DETERMINED IN   ACCORDANCE WITH THE FBCB PER FBCM 301.13. PROVIDE WIND   LOAD CALCULATIONS WITH CORRESPONDING ATTACHMENT DETAILS   FOR BUILDING PLAN REVIEW. IF MANUFACTURER HAS TESTED   AND DOCUMENTED DETAILS FOR ATTACHMENT, THEY MAY BE USED   TO DEMONSTRATE COMPLIANCE (PROVIDE DOCUMENTATION).   ALSO, PLEASE PROVIDE EQUIPMENT AND APPLIANCE   MANUFACTURER?S DATA SHOWING ALL OUTDOOR EQUIPMENT SUCH   AS CONDENSING UNITS, ROOFTOP A/C UNITS, EXHAUST FANS   AND THE ROOFTOP CONDENSER RACK TO BE DESIGNED AND   CONSTRUCTED TO WITHSTAND ANTICIPATED WIND PRESSURES   CALCULATED IN ACCORDANCE WITH FBCB SECTION 1609.       4. PG M141 AND R141: ARE CONDENSING UNITS AND THE   ROOFTOP CONDENSER RACK TO BE INSTALLED ON SOLID CURBS   OR STANDS? DETAILS ON PLANS ARE UNCLEAR AS TO WHICH   TYPE OF CURB IS TO BE USED AT WHICH LOCATION. WHERE   ROOFING MATERIALS EXTEND BENEATH THE UNIT ON RAISED   EQUIPMENT SUPPORTS, A MINIMUM CLEARANCE HEIGHT IS   REQUIRED IN ACCORDANCE WITH FBCB TABLE 1509.7.   NOTE PRE-ENGINEERED A/C STANDS ARE DEFINED BY FAC RULE   9B-72 AS STRUCTURAL COMPONENTS. IF SUCH STANDS ARE   USED, A PRODUCT APPROVAL IS REQUIRED AND SHALL BE   SUBMITTED WITH PERMIT APPLICATION. PRODUCT APPROVALS   SHALL BE REVIEWED AND APPROVED IN WRITING BY THE   DESIGNER OF RECORD PRIOR TO SUBMITTAL TO THE AHJ IN   ACCORDANCE WITH FBCB 106.3.3.       5. PG M301: THERE DOES NOT APPEAR TO BE A FIRE RATED   SEPARATION BETWEEN THE PARKING GARAGE AREA (S-2   OCCUPANCY) AND THE 1ST FLOOR LOBBY AREA OF THE STORE (M   OCCUPANCY). WHILE THERE IS A "CODE ANALYSIS" ON PG G001   INDICATING THAT A FIRE RATED SEPARATION IS NOT REQUIRED   IN THIS AREA, THE ANALYSIS DOES NOT APPEAR TO BE   ACCURATE. THE GOVERNING CODE SECTION REGARDING REQUIRED   SEPARATION IS FBCB 406.2.7 WHICH STATES: ?PARKING   GARAGES SHALL BE SEPARATED FROM OTHER OCCUPANCIES IN   ACCORDANCE WITH SECTION 302.3.2.? FBCB TABLE 302.3.2   FOR SEPARATED USES REQUIRES A MINIMUM 2-HOUR SEPARATION   BETWEEN THESE OCCUPANCIES. AS IT IS UNKNOWN WHERE THIS   OCCUPANCY SEPARATION WILL BE PROVIDED, IT IS NOT   POSSIBLE TO DO A THOROUGH REVIEW OF THE MECHANICAL   SYSTEMS SHOWN ON THIS PAGE AT THIS TIME. ENSURE THAT   OPENING PROTECTIVES ARE SHOWN WHENEVER DUCTS PENETRATE   RATED ASSEMBLIES IN ACCORDANCE WITH FBCM 607.5.   COORDINATE WITH ARCHITECTURAL PLANS.       6. PG M301: KEYNOTES 1 AND 2 CALL FOR DUCT AND PIPE   PENETRATIONS THROUGH A FIRE RATED HORIZONTAL ASSEMBLY   (SEE COMMENT ABOVE). SHOW HOW THESE OPENINGS ARE TO BE   PROTECTED IN ACCORDANCE WITH FBCM 607.6 AND FBCB   712.4.1.2.       7. PG M301 AND M321: FLOOR PLAN AND KEYNOTES CALL FOR   COMBINATION FIRE/SMOKE DAMPERS. HOW WILL THE SMOKE   DAMPERS BE ACTUATED? DETAIL #14 ON PG E941 SHOWS A   SMOKE DETECTOR W/DAMPER INTERFACE BUT IT IS UNCLEAR   WHERE THESE DETECTORS WILL BE LOCATED AND WHETHER THEY   ARE TO BE CONNECTED TO THE SMOKE DAMPERS. INDICATE   CLEARLY ON PLANS HOW THE SMOKE DAMPERS ARE TO BE   ACTUATED BY ONE OF THE METHODS LISTED IN ACCORDANCE   WITH FBCM 607.3.2.1.       8. PG M321: THE 16X16 DUCT FOR TF-4 IS SHOWN   PENETRATING A 2-HOUR RATED WALL ASSEMBLY (TYPE P33X)   INTO ROOM 155, AS SHOWN ON PG A351. THIS DUCT IS ALSO   SHOWN RUNNING PARALLEL DIRECTLY ABOVE THE 2-HOUR RATED   WALL BETWEEN ROOMS 115 AND 161. THESE WALLS APPEAR TO   BE FROM FLOOR TO UNDERSIDE OF ROOF DECK. THE FIRE/SMOKE   DAMPERS IN THE DUCTS FEEDING THE UPPER EDC AREA DO NOT   APPEAR TO BE LOCATED WHERE FIRE-RESISTANCE RATED   CONSTRUCTION IS BEING PROVIDED. THIS AREA REQUIRES   ADDITIONAL CLARIFICATION AS TO THE DESIGN INTENT AND   THE LOCATION OF ALL FIRE-RESISTANCE RATED ASSEMBLIES.   PLEASE COORDINATE WITH ARCHITECTURAL PLANS, SHOWING   OPENING PROTECTIVES AT ALL DUCT PENETRATIONS OF RATED   ASSEMBLIES IN ACCORDANCE WITH FBCM 607.5.       9. ALL MECHANICAL FLOOR PLANS: BY WHAT MEANS ARE THE   EXHAUST FANS FOR RESTROOM AREAS BEING CONTROLLED? ARE   THEY TO RUN CONTINUOUS, RUN BY LIGHT SWITCH OR RUN BY   OCCUPANCY SENSORS? PLEASE INDICATE ON FAN PRV SCHEDULE   HOW FANS ARE TO BE CONTROLLED. WHERE MECHANICAL EXHAUST   IS REQUIRED BY FBCM TABLE 403.3, RECIRCULATION OF AIR   FROM SUCH SPACES SHALL BE PROHIBITED. ALL AIR SUPPLIED   TO SUCH SPACES SHALL BE EXHAUSTED, INCLUDING ANY AIR IN   EXCESS OF THAT REQUIRED BY FBCM TABLE 403.3. SHOW PRV   CONTROLS FOR RESTROOM AREAS TO BE IN COMPLIANCE WITH   THIS SECTION. ALSO, SEE FBCM 401.3.       10. PG M301 AND M601: AC-2 SHALL BE PROVIDED WITH FAN   SHUT-DOWN BY SMOKE DETECTOR IN ACCORDANCE WITH FBCM   606.2 AND 606.4.       11. OUTSIDE AIR CALCULATIONS COULD NOT BE FOUND ON   PLANS. PLEASE PROVIDE CALCULATINS SHOWING OCCUPANCY   CLASSIFICATION, OCCUPANT LOAD, AMOUNT OF VENTILATION   REQUIRED AND AMOUNT OF VENTILATION PROVIDED IN   ACCORDANCE WITH FBCM TABLE 403.3. ALSO, PROVIDE AN AIR   BALANCE SHEDULE SHOWING BUILDING SYSTEMS TO BE IN   BALANCE IN ACCORDANCE WITH FBCM 403.1 AND FBCB   13-409.1.ABC.2.       12. SYSTEM SIZING CALCULATIONS: SOME ASPECTS OF THE   COOLING LOAD CALCULATION DATA DO NOT CORRESPOND WITH   THE INFORMATIN PROVIDED IN THE EQUIPMENT SCHEDULE ON PG   M141. EXAMPLE: RTU-02 IN THE SCHEDULE SHOWS THE AIRFLOW   AT 12,380 CFM WHILE THE AIRFLOW IN THE SYSTEM SIZING   CALCULATION SHOWS 16,483. PLEASE SHOW INFORMATION IN   CALCULATIONS TO BE ACCURATE WITH RESPECT TO THE   INFORMATION SHOWN ON PLANS. ALSO, MOST SYSTEMS IN THE   CALCULATIONS SHOW RETURN AIR FLOW RATES IN EXCESS OF   THE SUPPLY AIR FLOW RATES. HOW IS THIS POSSIBLE? ARE   THE RTU'S EXHAUSTING AIR? WILL THIS CONDITION PUT THE   SPACES IN NEGATIVE PRESSURE? PLEASE CLARIFY. SEE FBC   13-407.1.ABC.1.1. SEE ALSO COMMENT #11 ABOVE.       13. ENERGY CALCULATIONS: SEVERAL OF THE A/C SYSTEMS   SHOWN IN THE SYSTEM REPORT COMPLIANCE PORTION OF THE   ENERGY CALCULATIONS DO NOT CORRESPOND WITH THE   INFORMATION PROVIDED IN THE EQUIPMENT SCHEDULE ON   PLANS.   EXAMPLE 1: RTU-01 IS IDENTIFIED ON PLANS AS A LENNOX   48,000 BTU/H SYSTEM BUT IN ENERGY CALCULATIONS IT IS   SHOWN AS AN AAON SYSTEM SIZED BETWEEN 65,000 AND 135,   000 BTU/H.   EXAMPLE 2: RTU-02 IS IDENTIFIED ON PLANS AS A LCC360H4B   339,506 BTU/H SYSTEM WITH AN EER OF 10.1 BUT IN ENERGY   CALCULATIONS IT IS SHOWN AS A LCC156H2B SIZED BETWEEN   135,000 AND 240,000 BTU/H WITH AN EER OF 12.2.   THE VALUES ENTERED ON THE ENERGY CALCULATION MUST   CORRESPOND WITH THE INFORMATION ON THE PLAN IN ORDER TO   SHOW COMPLIANCE WITH FBCB CHAPTER 13. THESE ARE ONLY   TWO EXAMPLES OF MANY DISCREPENCIES BETWEEN THE PLANS   AND ENERGY CALCULATIONS. PLEASE VERIFY ALL INPUT DATA   IN THE ENERGY CALCULATIONS WITH THE INFORMATION SHOWN   ON THE PLANS TO ENSURE THE ACCURACY OF THE   CALCULATIONS. THE PLANS AND SPECIFICATIONS, INCLUDING   THE ENERGY CODE CALCULATIONS, SHALL SHOW, IN SUFFICIENT   DETAIL, ALL PERTINENT DATA AND FEATURES OF THE BUILDING   AND THE EQUIPMENT AND SYSTEMS AS HEREIN GOVERNED   INCLUDING, BUT NOT LIMITED TO: DESIGN CRITERIA,   EXTERIOR ENVELOPE COMPONENT MATERIALS, U-VALUES OF THE   ENVELOPE SYSTEMS, R-VALUES OF INSULATING MATERIALS,   SIZE AND TYPE OF APPARATUS AND EQUIPMENT, EQUIPMENT AND   SYSTEMS CONTROLS AND OTHER PERTINENT DATA TO INDICATE   CONFORMANCE WITH THE REQUIREMENTS OF THE CODE IN   ACCORDANCE WITH FBCB 13-103.3. ENERGY CALCULATIONS WILL   BE REVIEWED IN THEIR ENTIRETY UPON RESUBMITTAL.       NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE   REFRIGERATION AND WALK-IN COOLER SYSTEMS. THE   DOCUMENTATION FOR THESE SYSTEMS IS SUFFICIENT WITH THE   EXCEPTION OF ANY INFORMATION REQUESTED IN ABOVE   COMMENTS. THE SEPARATE PERMIT MAY BE APPLIED FOR BY   REFERENCE TO THE MASTER PERMIT NUMBER AND THESE PLANS.           NOTE: PLEASE RESPOND TO EACH COMMENT IN WRITING, WIH   INFORMATION ON HOW THE COMMENT IS ADDRESSED AND WHERE   THE RELEVANT INFORMATION CAN BE LOCATED.       IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:   RONALD J. REGUEIRO   561.805.6719   [email protected] Review Stop P PLUMBING Rev No 10 Status P Date 2009-07-30 Cont ID   Sent By kstevens Date 2009-07-30 Time 12:03 Rev Time 0.00 Received By kstevens Date 2009-07-30 Time 12:03 Sent To FIRE Notes 2009-07-30 12:11:02 REVISIONS OK -- SHTS P110, P111, P141, P301, P302,   P311, P401, P501 & P502. Review Stop P PLUMBING Rev No 9 Status P Date 2009-07-02 Cont ID   Sent By kstevens Date 2009-07-02 Time 08:57 Rev Time 0.00 Received By kstevens Date 2009-07-01 Time 1658 Sent To   Notes 2009-07-02 08:58:22 REVISIONS OK -- SHTS P111, P141 & P302 Review Stop P PLUMBING Rev No 8 Status F Date 2009-04-23 Cont ID   Sent By kstevens Date 2009-04-23 Time 16:02 Rev Time 0.00 Received By kstevens Date 2009-04-23 Time 16:01 Sent To   Notes 2009-04-23 16:18:12 REVISIONS DENIED   REFERENCE:   FBC-2004 CHAPTER 1 (ADMINISTRATIVE)       1. SHT P141 NO REVISIONS NOTED. PLEASE CLOUD AND NUMBER   ALL REVISIONS. BP-3.0 SHOWS NO NEW REVISIONS. SECTION   106.1.3.       2. SHT P302. SOME REVISIONS NOTED WITH NO CLOUDS OR   REVISION NUMBERS. PLEASE INDICATE ALL REVISIONS WITH   CLOUD AND A REVISION NUMBER. SECTION 106.1.3.       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 2009-04-23 Cont ID   Sent By kstevens Date 2009-04-23 Time 16:16 Rev Time 0.00 Received By kstevens Date 2009-04-22 Time 16:53 Sent To   Notes 2009-04-23 16:17:28 REVISIONS OK -- SHTS P110, P311, P351, P501, P601. Review Stop P PLUMBING Rev No 6 Status F Date 2009-03-05 Cont ID   Sent By kstevens Date 2009-03-05 Time 16:04 Rev Time 0.00 Received By kstevens Date 2009-03-05 Time 16:03 Sent To   Notes 2009-03-05 16:54:59 DENIED   REFERENCE:   FBC-2004 PLUMBING   FBC-2004 FUEL GAS   NFPA-58   FBC-2004 CHAPTER 1       1. SHT P110 THE OFFSET DOWNSTREAM OF THE 10 INCH STORM   DRAIN BY COL LINE 12 SHALL BE INDICATED AS 12 INCH PIPE   @ 1/4" PER FT PER TABLE 1106.3. PLEASE INDICATE ON   PLAN. REVISION BP-3.0 WAS NOT FOUND OR APPROVED. PLEASE   CLARIFY. SECTION 106.1.3. PLEASE INDICATE WHERE   REVISION BP-3.0 CAN BE FOUND.       2. SHT P111 THE PROPANE TANK IS REQUIRED TO BE A   MINIMUM OF 10 FEET FROM THE BUILDING. NFPA-58 SECTION   6.2.1 & ANNEX I SECTION I.1 AND FIGURE I.1(B). THE   PROPANE TANK IS INDICATED UNDER THE BUILDING.       3. SHT P111 ALL REVISIONS SHALL BE CLOUDED AND   INDICATED WITH A REVISION NUMBER THAT IS SHOWN ON THE   REVISION INDEX. SECTION 106.1.3. THERE ARE REVISIONS   THAT ARE CLOUDED, BUT SHOW NO REVISION NUMBER. ALSO   REVISION BP-3.0 WAS NOT FOUND OR APPROVED. PLEASE   CLARIFY. SECTION 106.1.3. PLEASE INDICATE WHERE   REVISION BP-3.0 CAN BE FOUND.       4. SHT P141 REVISION INDEX SHOWS REVISION BP-3.0. THIS   REVISION WAS NOT FOUND OR APPROVED. NO REVISIONS WERE   FOUND ON THIS SHEET. PLEASE CLARIFY. SECTION 106.1.3.       5. SHT P302 ALL REVISIONS SHALL BE CLOUDED AND   INDICATED WITH A REVISION NUMBER THAT IS SHOWN ON THE   REVISION INDEX. SECTION 106.1.3. THERE ARE REVISIONS   THAT ARE CLOUDED, BUT SHOW NO REVISION NUMBER. (SEE   BETWEEN COL. LINES 1 & 2). THERE WAS A CHANGE/REVISION   THAT WAS NOT CLOUDED/NUMBERED TO THE RIGHT OF COL. LINE   1 JUST ABOVE COL. LINE B. PLEASE CLOUD AND NUMBER ALL   REVISIONS. ALSO REVISION BP-3.0 WAS NOT FOUND OR   APPROVED. PLEASE CLARIFY. SECTION 106.1.3. PLEASE   INDICATE WHERE REVISION BP-3.0 CAN BE FOUND.       6. SHT P351 ALL REVISIONS SHALL BE CLOUDED AND   INDICATED WITH A REVISION NUMBER THAT IS SHOWN ON THE   REVISION INDEX. SECTION 106.1.3. THERE ARE REVISIONS   THAT ARE CLOUDED, BUT SHOW NO REVISION NUMBER. ALSO   REVISION BP-3.0 WAS NOT FOUND OR APPROVED. PLEASE   CLARIFY. SECTION 106.1.3. PLEASE INDICATE WHERE   REVISION BP-3.0 CAN BE FOUND.       7. SHT P501 ALL REVISIONS SHALL BE CLOUDED AND   INDICATED WITH A REVISION NUMBER THAT IS SHOWN ON THE   REVISION INDEX. SECTION 106.1.3. THERE ARE REVISIONS   THAT ARE CLOUDED, BUT SHOW NO REVISION NUMBER. ALSO   REVISION BP-3.0 WAS NOT FOUND OR APPROVED. PLEASE   CLARIFY. SECTION 106.1.3. PLEASE INDICATE WHERE   REVISION BP-3.0 CAN BE FOUND. ALSO MANY REVISION   TRIANGLES WITH THE NUMBERS 1 & 2 ARE SHOWN ON THE FLOOR   PLAN BUT NOT IN THE REVISION INDEX. PLEASE CLARIFY.       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 5 Status P Date 2009-03-05 Cont ID   Sent By kstevens Date 2009-03-05 Time 16:00 Rev Time 0.00 Received By kstevens Date 2009-03-04 Time 17:07 Sent To   Notes 2009-03-05 16:03:47 REVISIONS OK       SHT P300 REV. BP-3.0   SHT P301 REV. 8 - REV. BP-3.0 NOT FOUND OR APPROVED   SHT P401 REV. 32 - REV. BP-3.0 NOT FOUND OR APPROVED   SHT P421 REV. 32 - REV. BP-3.0 NOT FOUND OR APPROVED   SHT P431 REV. 32 - REV. BP-3.0 NOT FOUND OR APPROVED   SHT P502 REV. 26 & REV. 32 - REV. BP-3.0 NOT FOUND OR   APPROVED Review Stop P PLUMBING Rev No 4 Status P Date 2008-09-04 Cont ID   Sent By kstevens Date 2008-09-04 Time 11:04 Rev Time 0.00 Received By kstevens Date 2008-09-04 Time 11:04 Sent To   Notes ***NONE*** Review Stop P PLUMBING Rev No 3 Status F Date 2008-07-30 Cont ID   Sent By kstevens Date 2008-07-30 Time 07:48 Rev Time 0.00 Received By kstevens Date 2008-07-29 Time 12:53 Sent To   Notes 2008-07-30 07:49:30 PLANS REVIEWED AND STAMPED BUT PERMIT WILL STAY IN   FAILED STATUS UNTIL CONTRACTOR APPLIES FOR PERMIT Review Stop P PLUMBING Rev No 2 Status F Date 2008-06-11 Cont ID   Sent By kstevens Date 2008-06-11 Time 07:32 Rev Time 0.00 Received By kstevens Date 2008-06-09 Time 15:46 Sent To   Notes 2008-06-11 08:57:21 DENIED   REFERENCE: FBC-2004 PLUMBING   FBC-2004 CHAPTER 1   FBC-2004 CHAPTER 11   FBC-2004 BUILDING   FBC-2004 FUEL GAS   MUNICIPAL CODE CITY WPB       ****FROM PREVIOUS PLAN REVIEW:       PLANS IN FOR PLAN REVIEW ONLY AT THIS TIME:       1. OK   2. OK       3. SHT G001 SHEET INDEX. 3 SHEETS ON THE INDEX WERE NOT   FOUND & 2 "F" SHEETS & 10 "R" SHEETS SUBMITTED ARE NOT   SHOWN ON THE INDEX. PLEASE CORRELATE. SECTION 106.1.2.   ****RESPONSE NOTED, BUT THERE ARE SHEETS MISSING FROM   AT LEAST ONE SET OF PLANS. PLEASE CHECK ALL SETS OF   PLANS TO MAKE SURE THE SHEETS SUBMITTED CORRELATE WITH   THE SHEET INDEX ON SHT G001.       4. OK   5. OK   6. OK       7. SHT A313 SHOW THE CLEAR FLOOR SPACE FOR ACCESSIBLE   WATER CLOSETS AND LAVS PER SECTIONS 11-4.16.2 &   11-4.19.3.   ****RESPONSE NOTED, BUT THE CLEAR FLOOR SPACE IS   REQUIRED FOR ALL ACCESSIBLE WATER CLOSETS NO MATTER IF   THEY ARE IN STALLS OR TOILET ROOMS. THE REQUIREMENT IS   FOR TRANSFERING FROM THE WHEELCHAIR TO THE W/C. THE   TURNING AREA IS NOT REQUIRED IN THE STALL AND IS A   DIFFERENT REQUIREMENT FROM THE CLEAR FLOOR SPACE.       8. OK   9. OK   10. OK (WILL PROVISO - REQUIRED AT TIME OF FINAL   PLUMBING INSPECTION)       11. OK   12. OK   13. OK       14. THE GREASE INTERCEPTOR SHALL BE SIZED BY THE   UTILITY DEPT. INDUSTRIAL PRETREATMENT, ENVIRONMENTAL   COMPLIANCE. ALSO THEPHOTO PROCESSING MAY BE REQUIRED   TO INSTALL A NEUTRALIZING TANK. PLEASE CONTACT RODNEY   COMPO, ENVIRONMENTAL COMPLIANCE AT (561)644-1821, OR   BY FAX (561) 822-2287, OR E-MAIL [email protected]. A   WRITTEN DETERMINATION FOR BOTH ISSUES SHALL BE   SUBMITTED WITH PLANS INDICATING THE REQUIREMENT   OUTCOME. ARTICLE III SECTION 90-124(7). ****RESPONSE   NOTED, WAITING FOR REVISION FROM RODNEY COMPO.       15. OK   16. OK   17. OK   18. OK (SEE COMMENT #10).   19. OK   20. OK   21. OK   22. OK   23. OK       24. A SEPARATE GAS PERMIT IS REQUIRED. THE FOLLOWING IS   REQUIRED FOR THE GAS PERMIT.       A. OK   B. OK   C. OK   D. OK   E. OK   F. OK   G. OK   25. OK       **********NEW COMMENT***********       1B. SHOW THE SHUT OFF VALVE AND THE SECOND STAGE   REGULATOR ON THE GAS RISER DIAGRAM. THE SHUT OFF VALVE   SHALL BE INSTALLED UPSTREAM OF THE REGULATOR. SECTION   409.4.       2B. SUBMIT THE MANUFACTURE SPECIFICATION SHEETS FOR THE   SECOND STAGE GAS REGULATOR. INDICATE MODEL NUMBER AND   SHOW LISTING FOR REGULATOR ON SHEETS. SECTION 410.2.       3B. VENTED REGULATORS SHALL COMPLY WITH SECTION 410.3.       4B. SHTS P100, P3OO & P502 THE FLOOR DRAIN SHOWN IN THE   MECHANICAL ROOM SHALL CONNECT TO THE SANITARY SYSTEM,   NOT THE STORM SYSTEM. ARTICLE III SECTION 203(A).       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 2008-04-09 Cont ID   Sent By kstevens Date 2008-04-09 Time 18:30 Rev Time 0.00 Received By kstevens Date 2008-04-07 Time 15:54 Sent To   Notes 2008-04-09 19:00:35 DENIED   REFERENCE: FBC-2004 PLUMBING   FBC-2004 CHAPTER 1   FBC-2004 CHAPTER 11   FBC-2004 BUILDING   FBC-2004 FUEL GAS   MUNICIPAL CODE CITY WPB       PLANS IN FOR PLAN REVIEW ONLY AT THIS TIME:       1. SHT G001 PLUMBING FIXTURE COUNT SHOWS SIX LAVS   REQUIRED. PER TABLE 403.1 SEVEN LAVS ARE REQUIRED.   PLEASE CORRECT REQUIRED LAV FIXTURE COUNT.       2. SHT G001 FIXTURES PROVIDED SHOWS 3 DRINKING   FOUNTAINS REQUIRED. 5 DRINKING FOUNTAINS ARE REQUIRED.   DRINKING WATER AVAILABLE AT THE FOOD SERVICE ONLY   COUNTS AS ONE FIXTURE EXCEPTION. SHOW 4 DRINKING   FOUNTAINS. TABLE 403.1 & SECTION 410.1.       3. SHT G001 SHEET INDEX. 3 SHEETS ON THE INDEX WERE NOT   FOUND & 2 "F" SHEETS & 10 "R" SHEETS SUBMITTED ARE NOT   SHOWN ON THE INDEX. PLEASE CORRELATE. SECTION 106.1.2.       4. SHT A121 SHOW COMPLIANCE WITH SECTIONS 1210.1 &   1210.2 OF THE BUILDING CODE FOR FINISHES.       5. SHTS A141 & P111 SUBMIT CALCULATIONS FOR PRIMARY AND   SECONDARY ROOF DRAINS PER SECTIONS 1106& 1107 WITH   ALL SUBSECTIONS AND TABLES. INDICATE THE TOTAL AREA TO   BE DRAINED FOR EACH ROOF DRAIN. INCLUDE IN THE   CALCULATIONS 1/2 AREA OF ALL VERTICAL WALLS INCLUDING   PARAPETS AND ANY ROOF AREA THAT DRAINS ON TO THE ROOF   AREA FROM ABOVE. SUBMIT THE ELEVATION OF THE ROOF AT   THE HIGH POINTS AND LOW POINTS AS WELL AS THE ELEVATION   OF THE TOP OF ALL PARAPETS TO VERIFY CALCULATIONS. AS   SHOWN ON SHT P111 THE SQUARE FOOTAGE INDICATED IS THE   SAME FOR EACH ROOF DRAIN, BUT THE AREAS ARE DIFFERENT   PER THE SLOPE AND THE CRICKETS.       6. SHT A313 DETAIL #1 SHOW THE ACCESSIBLE WATER CLOSETS   IN TOILET ROOMS 108 & 109 TO BE 1'6" OFF THE SIDE WALL   OF THE STALL PER FIGURE 11-30E.       7. SHT A313 SHOW THE CLEAR FLOOR SPACE FOR ACCESSIBLE   WATER CLOSETS AND LAVS PER SECTIONS 11-4.16.2 &   11-4.19.3.       8. SHT A313 DETAIL #20ACCESSIBLE WATER CLOSET IS   INDICATED AS 1'5" CLEAR OFF THE WALL TO THE CENTERLINE   OF THE W/C. THE W/C IS REQUIRED TO BE 1'6" OFF THE WALL   TO THE CENTERLINE OF THE FIXTURE PER FIGURE 11-30E.   PLEASE CHANGE DETAIL.       9. PLEASE SUBMIT A DETAIL FOR THE ACCESSIBLE DRINKING   FOUNTAINS SHOWING COMPLIANCE WITH SECTION 11-4.15 AND   ALL SUBSECTIONS. AT LEAST 50% OF DRINKING FOUNTAINS   PROVIDED SHALL BE ACCESSIBLE PER SECTION   11-4.1.3(10)(B).       10. SHT FD1 EQUIPMENT SCHEDULE ITEMS FS0593 & SB0036   WATER FILTERS SHALL MEET THE REQUIREMENTS OF NSF-42.   SECTION 611.1. PLEASE SUBMIT MANUF. SPECIFICATION   SHEETS INDICATING COMPLIANCE.       11. SHT P100 KEY NOTES #2 & #3 ALL PIPING SHALL BE   SHOWN FOR STORM AND SANITARY WITHIN THE FOOTPRINT OF   THE BUILDING AND TO 5 FEET OUTSIDE THE BUILDING. THIS   PIPING SHALL BE INSTALLED BY THE PLUMBING CONTRACTOR   NOT THE SITE UTILITY CONTRACTOR AS INDICATED PER   FLORIDA STATUTES 489. SHOW ALL PIPE SIZES, CLEANOUTS,   OFFSETS, DFU'S FOR SANT. AND ALL PIPE SIZE, OFFSETS,   C/O'S, SQUARE FOOTAGE ETC. PER TABLES 710.1, 710.2,   1106.3 AND SECTIONS 708 & 1101.8.       12. SHT P300 DETAIL #4/P300 SHOWS THE TOP OF THE HUB TO   BE 1/2" ABOVE FINISHED FLOOR. SECTION 802.3.2 REQUIRES   THE TOP OF THE HUB TO BE 1" ABOVE FINISHED FLOOR.   PLEASE CORRECT DETAIL.       13. SHT P300 3" FLOOR DRAIN IN MECHANICAL ROOM 003   INDICATES DETAIL 4/P601. DETAIL 4/P601 IS A GREASE   INTERCEPTOR DETAIL. PLEASE CLARIFY. SECTION 106.1.1.       14. THE GREASE INTERCEPTOR SHALL BE SIZED BY THE   UTILITY DEPT. INDUSTRIAL PRETREATMENT, ENVIRONMENTAL   COMPLIANCE. ALSO THEPHOTO PROCESSING MAY BE REQUIRED   TO INSTALL A NEUTRALIZING TANK. PLEASE CONTACT RODNEY   COMPO, ENVIRONMENTAL COMPLIANCE AT (561)644-1821, OR   BY FAX (561) 822-2287, OR E-MAIL [email protected]. A   WRITTEN DETERMINATION FOR BOTH ISSUES SHALL BE   SUBMITTED WITH PLANS INDICATING THE REQUIREMENT   OUTCOME. ARTICLE III SECTION 90-124(7).       15. SHT P301 DETAIL #5 THERMAL EXPANSION CONTROL IS   REQUIRED AT THE WATER HEATER PER SECTION 607.3.2.   PLEASE INDICATE METHOD.       16. SUBMIT AN ISOMETRIC RISER DIAGRAM FOR THE 10" AREA   DRAINS AT THE TRUCK RAMP/LOADING AREA SHOWN ON SHT   P110. SHOW ALL PIPE SIZES AND SQUARE FOOTAGE AS IT   ACCUMULATES IN THE SYSTEM. SHOW THE SQUARE FOOTAGE   DRAINED BY EACH DRAIN AND SUBMIT CALCULATIONS SHOWING   THE VERTICAL CONTRIBUTION ADDED TO EACH AREA. SHOW THE   TERMINATION POINT OF PIPING. SECTIONS 106.3.5.1.3, 1106   & 1107 WITH ALL SUBSECTIONS & TABLES.       17. SHT P302 FILTERS FOR FCW-F, (FS-0593), SHALL MEET   THE REQUIREMENTS OF NSF-42. SECTION 611.1. PLEASE   SUBMIT MANUF. SPECIFICATION SHEETS.       18. SHT P302 THE RO SYSTEM SHALL MEET THE REQUIREMENTS   OF NSF-58. SECTION 611.2. PLEASE SUBMIT MANUF.   SPECIFICATION SHEETS.       19. SHT P311 DETAIL #3 THERMAL EXPANSION CONTROL IS   REQUIRED PER SECTION 607.3.2. PLEASE INDICATE METHOD.       20. SHT P351 DETAIL #5 THERMAL EXPANSION CONTROL IS   REQUIRED PER SECTION 607.3.2. PLEASE INDICATE METHOD.       21. SHT P501 DETAILS #2 & #5 WATER HAMMER ARRESTORS   SHALL BE LOCATED NEAR THE FIXTURES IN AN "EFFECTIVE   RANGE" NOT IN THE CEILING AS SHOWN. PDI-WH 201. PLEASE   SHOW THE WATER HAMMER ARRESTORS NEAR THE FIXTURES.       22. SHT P501 DETAILS #1, #3 & #4 SUBMIT HORIZONTAL   BUILDING STORM & SANITARYDRAIN ISOMETRIC RISER   DIAGRAMS FOR THE UNDERGROUND PIPING TO 5FT OUTSIDE THE   BUILDING. SHOW ALL PIPE SIZE, CLEANOUTS, OFFSETS DFU'S   FOR SANT. AND ALL PIPE SIZE, C/O'S, OFFSETS, SQUARE   FOOTAGE ETC. PER TABLES 710.1, 710.2, 1106.3 AND   SECTIONS 106.3.5.1.3, 708 & 1101.8.       23. SUBMIT VACUUM/CONDENSATE ISOMETRIC RISER DIAGRAM   SHOWING ALL PIPE SIZES, OFFSETS, VENTS AS WELL AS THE   TERMINATION POINT FOR THE SYSTEM. SECTION 106.3.5.1.3.       24. A SEPARATE GAS PERMIT IS REQUIRED. THE FOLLOWING IS   REQUIRED FOR 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.--LENGHTS OF CUT SECTIONS NOT SHOWN.           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. 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).--TO BE VERIFIED WHEN   COMMENT 24(A) SUBMITTED.       D. SUBMIT CALCULATIONS FOR COMBUSTION   AIR (IF APPLICABLE) PER FBC-2004 FUEL   GAS CODE SECTION 304.       E. SUBMIT A DETAIL SHOWING THE TYPE,   LOCATION, SIZE AND TERMINATION OF THE   GAS VENTS PER FBC-2004 FUEL GAS CODE   SECS. 502 THRU 505.       F. 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.       G. THE LOCATION OF THE GAS METER, THE GENERATOR AND   ASSOCIATED GAS PIPING SHALL BE INDICATED ON THE   PLUMBING SHEETS TO VERIFY THE GAS ISOMETRIC PIPING.   SECTION 106.1.2.       25. PLANS ARE NOT 100% COMPLETE AT THIS TIME AND MORE   COMMENTS MAY FOLLOW.       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 9 Status P Date 2009-09-23 Cont ID   Sent By jroach Date 2009-09-23 Time 18:24 Rev Time 0.00 Received By jroach Date 2009-09-23 Time 18:24 Sent To   Notes 2009-09-23 18:27:22 ZONING PLAN REVIEW       PERMIT NO.: 08020128   ADDRESS: 1760 PALM BEACH LAKES BOULEVARD   CONTRACTOR/CONTACT: BRETT HANSEN   TELEPHONE NO.: 813.957.0570   SCOPE OF REVIEW: REVISIONS TO SHEETS A020, A151, A217,   A362, AND A611       REVIEW STATUS: PASSED WITH PROVISO(S)       THIS REVIEW IS SUBJECT TO THE FOLLOWING PROVISO(S):       1) PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY   (CO), THE CIVIL, SITE, AND LANDSCAPE PLANS SHALL BE   REVISED TO SHOW THE MODIFICATIONS TO THE EXTERIOR (I.E.   SIDEWALKS, STEPS, ETC.)       QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:       JOHN ROACH, SENIOR PLANNER   CITY OF WEST PALM BEACH   PLANNING AND ZONING DEPARTMENT   401 CLEMATIS STREET - P.O. BOX 3366   WEST PALM BEACH, FLORIDA 33402       PHONE: 561.822.1435   FAX: 561.822.1460       EMAIL: [email protected]       WWW.CITYOFWPB.COM                                     Review Stop Z ZONING Rev No 8 Status P Date 2009-07-30 Cont ID   Sent By jroach Date 2009-07-30 Time 11:58 Rev Time 0.00 Received By jroach Date 2009-07-30 Time 11:58 Sent To   Notes ***NONE*** Review Stop Z ZONING Rev No 7 Status F Date 2009-07-14 Cont ID   Sent By jroach Date 2009-07-14 Time 16:21 Rev Time 0.00 Received By jroach Date 2009-07-14 Time 16:21 Sent To   Notes 2009-07-14 16:27:10 ZONING PLAN REVIEW       PERMIT NO.: 08020128   ADDRESS: 1760 PALM BEACH LAKES BLVD.   CONTRACTOR/CONTACT:   TELEPHONE NO.:   SCOPE OF REVIEW: REVISIONS       REVIEW STATUS: ALL REVISIONS SUBMITTED ARE PASSED,   EXCEPT SHEETS A152 AND A161, WHICH ARE FAILED. PLEASE   SEE COMMENTS BELOW.       PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN   REVIEW COMMENTS:       1) PURSUANT TO THE AMERICANS WITH DISABILITIES ACT   (ADA) GUIDELINE, DETECTABLE WARNINGS SHALL CONSIST OF   RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9   IN (23 MM), A HEIGHT OF NOMINAL 0.2 IN (5 MM) AND A   CENTER-TO-CENTER SPACING OF NOMINAL 2.35 IN (60 MM) AND   SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER   LIGHT-ONDARK, OR DARK-ON-LIGHT. THE MATERIAL USED TO   PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE   WALKING SURFACE.       QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:       JOHN ROACH, SENIOR PLANNER   CITY OF WEST PALM BEACH   PLANNING AND ZONING DEPARTMENT   401 CLEMATIS STREET - P.O. BOX 3366   WEST PALM BEACH, FLORIDA 33402       PHONE: 561.822.1435   FAX: 561.822.1460       EMAIL: [email protected]       WWW.CITYOFWPB.COM     Review Stop Z ZONING Rev No 6 Status P Date 2009-02-10 Cont ID   Sent By jroach Date 2009-02-10 Time 18:53 Rev Time 0.00 Received By jroach Date 2009-02-10 Time 18:53 Sent To   Notes 2009-02-10 18:59:40 ZONING PLAN REVIEW       PERMIT NO.: 08020128   ADDRESS: 1760 PALM BEACH LAKES BOULEVARD   CONTRACTOR/CONTACT: BRETT NANSEN   TELEPHONE NO.: (813) 957.0570       REVIEW STATUS: REVISIONS PASSED       REVISIONS TO THE FOLLOWING SHEETS HAVE BEEN APPROVED,   SUBJECT TO THE PROVISOS IDENTIFIED ON SHEET C-100 OF   THE APPROVED PLANS:       SHEET A110   SHEET A111   SHEET A151   SHEET A201       PLEASE NOTE THAT PURSUANT TO AN EMAIL TO SCOTT   COPENHARVE (RYAN COMPANIES), CITY STAFF WOULD LIKE TO   LOOK INTO RELOCATING SOME OF THE PROPOSED PARKING LOT   SITE LIGHTING TO REDUCE CONFLICTS WITH THE PROPOSED   LANDSCAPE MATERIAL. IT APPEARS THAT SOME OF THE LIGHTS   MAY INTERFERE WITH THE FUTURE GROWTH OF THE TREES,   INHIBITING THE TREES, AS WELL AS THE EFFECTIVENESS OF   THE LIGHTING. PLEASE CONTACT ME FURTHER REGARDING THIS   TOPIC OF DISCUSSION.       QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,   AT (561) 822-1435. Review Stop Z ZONING Rev No 5 Status P Date 2008-09-12 Cont ID   Sent By jroach Date 2008-09-12 Time 15:12 Rev Time 0.00 Received By jroach Date 2008-09-12 Time 15:12 Sent To   Notes 2008-09-12 15:17:37 ***PASSED WITH PROVISOS***       SEE SHEET C-100 FOR A LIST OF GENERAL PROVISOS, WHICH   INCLUDE THE FOLLOWING:       1) ALL SIGNAGE SHALL BE SUBMITTED UNDER SEPARATE   PERMIT, AND SHALL CONFORM TO THE REGULATIONS OF THE   GENERAL COMMERCIAL (GC) ZONING DISTRICT.       2) ALL REMOVAL AND RELOCATION OF TREES SHALL BE DONE   IN ACCORDANCE WITH APPROVED TREE ALTERATION PERMIT.       3) PRIOR TO THE ISSUANCE OF A CERTIFICATE OF   OCCUPANCY, THE FOLLOWING SHALL OCCUR:       3A) THE SHOPPING CART CONTAINMENT SYSTEM SHALL BE   INSTALLED.       3B) THE CITY OF WEST PALM BEACH CRIME PREVENTION   OFFICER SHALL BE PROVIDED WITH A WALK-THROUGH OF THE   FACILITY AND SHALL APPROVE THE SECURITY PLAN, INCLUDING   THE PLACEMENT OF CAMERAS, SECURITY PERSONNEL, ETC.       3C) THE POLICE SUBSTATIONS SHALL BE PROVIDED WITH   ELECTRIC, PHONE, AND DATA CONNECTIONS, AS WELL AS   DESK/WORK SPACE, AND A MONITOR CONNECTED TO THE   SECURITY SYSTEM.       3D) THREE (3) PARKING SPACES, AS DESIGNED ON THE   APPROVED PLAN, SHALL BE DESIGNATED AS "POLICE ONLY"   SPACES.       3E) THE ENTIRE PROPERTY SHALL BE REPLATTED BY   SUBMITTING AN APPLICATION TO THE CITY'S PLANNING AND   ZONING DEPARTMENT.       THE FOLLOWING PROVISOS ARE SPECIFIC TO THE SHEET   INDICATED:       1) SHEET G-002 - THIS SHEET IS TO SHOW THE LOCATION OF   THE BUILDING ONLY. SHEET C-106 SHALL BE USED AS THE   MASTER SITE PLAN.       2) SHEET A-151 - SEE SHEET C-203 FOR THE PARKING STALL   LAYOUT. ADDITIONALLY, SMALL CAR SPACES, AS INDICATED ON   SHEET C-106, SHALL BE DESIGNATED AS SUCH.       QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,   AT (561) 822-1435. Review Stop Z ZONING Rev No 4 Status P Date 2008-07-23 Cont ID   Sent By jroach Date 2008-07-23 Time 14:45 Rev Time 0.00 Received By jroach Date 2008-07-23 Time 14:45 Sent To   Notes 2008-07-23 15:00:23 ***PASSED WITH PROVISOS***       1) ALL SIGNAGE SHALL BE SUBMITTED UNDER SEPARATE   PERMIT, AND SHALL CONFORM TO THE REGULATIONS OF THE   GENERAL COMMERCIAL (GC) ZONING DISTRICT.       2) ALL REMOVAL AND RELOCATION OF TREES SHALL BE DONE IN   ACCORDANCE WITH APPROVED TREE ALTERATION PERMIT.       3) PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY,   THE FOLLOWING SHALL OCCUR:       A) THE SHOPPING CART CONTAINMENT SYSTEM SHALL BE   INSTALLED.       B) THE CITY OF WEST PALM BEACH CRIME PREVENTION OFFICER   SHALL BE PROVIDED WITH A WALK-THROUGH OF THE FACILITY   AND SHALL APPROVE THE SECURITY PLAN, INCLUDING THE   PLACEMENT OF CAMERAS, SECURITY PERSONNEL, ETC.       C) THE POLICE SUBSTATIONS SHALL BE PROVIDED WITH   ELECTRIC, PHONE, AND DATA CONNECTIONS, AS WELL AS   DESK/WORK SPACE, AND A MONITOR CONNECTED TO THE   SECURITY SYSTEM.       D) THREE (3) PARKING SPACES, AS DESIGNED ON THE   APPROVED PLAN, SHALL BE DESIGNATED AS "POLICE ONLY"   SPACES.       E) THE ENTIRE PROPERTY SHALL BE REPLATTED BY SUBMITTING   AN APPLICATION TO THE CITY'S PLANNING AND ZONING   DEPARTMENT.       QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,   AT (561) 822-1435. Review Stop Z ZONING Rev No 3 Status F Date 2008-07-23 Cont ID   Sent By jroach Date 2008-07-23 Time 14:45 Rev Time 0.00 Received By jroach Date 2008-07-22 Time 16:35 Sent To   Notes 2008-07-22 16:38:56 REVIEW CANNOT BE COMPLETED UNTIL INFORMATION HAS BEEN   PROVIDED REGARDING POTENTIAL DEED RESTRICTION FROM 1975   REGARDING BUILDING SETBACK OFF OF PALM BEACH LAKES   BOULEVARD.STAFF HAS CONTACTED ED STACKER, ATTORNEY   FOR TARGET, REGARDING THIS MATTER.HE HAS FORWARDED IT   ON TO TARGET TO BE ADDRESSED.ZONING WILL PASS THE   REVIEW UPON RECEIPT OF INFORMATION THAT THE DEED   RESTRICTION HAS BEEN REMOVED.IF IT HAS NOT BEEN   ADDRESSED PRIOR TO COMPLETION OF REVIEW BY THE OTHER   TRADES, ZONING WILL FAIL THIS REVIEW AND PASS IT UPON   RESUBMITTAL.       CONTACT JOHN ROACH, SENIOR PLANNER, FOR ADDITIONAL   INFORMATION AND/OR QUESTIONS REGARDING THIS MATTER.   (561) 822-1435. Review Stop Z ZONING Rev No 2 Status F Date 2008-06-10 Cont ID   Sent By jroach Date 2008-06-10 Time 15:47 Rev Time 0.00 Received By jroach Date 2008-06-10 Time 15:47 Sent To   Notes 2008-06-10 15:57:03 ***FAILED***       1) PRIOR TO SUBMISSION FOR A BUILDING PERMIT, THE WEST   PALM BEACH POLICE DEPARTMENT - CRIME PREVENTION UNIT   SHALL REVIEW AND APPROVE ALL CONSTRUCTION DRAWINGS.   PLEASE PROVIDE A LETTER INDICATING THEIR APPROVAL OF   SUCH.PLEASE CONTACT KELLY CARSILLO AT (561)   822-1620.       2) A UNITY OF TITLE SHALL BE RECORDED IN THE PUBLIC   RECORDS OF PALM BEACH COUNTY, ENCOMPASSINGN ALL OF THE   PROPERTY OWNED BY TARGET.A COPY OF THE RECORDED   VERSION SHALL BE PROVIDED PRIOR TO ISSUANCE OF A   BUILDING PERMIT.       3) PLEASE PROVIDE DOCUMENTATION THAT TARGET HAS CLOSED   ON THAT PORTION OF THE MCDONALD'S PARKING LOT THAT IS   PROPOSED TO BE INCLUDED WITHIN THE DEVELOPMENT.       4) PHOTOMETRIC LEVELS SHALL NOT EXCEED 0.5 FOOTCANDLES   WHEN MEASURED IN A RESIDENTIAL ZONING DISTRICT.THERE   IS A SMALL AREA NEAR THE SOUTHEAST CORNER OF THE   BUILDING, JUST OUTSIDE OF THE PROPERTY LINE, THAT   EXCEEDS THESE LEVELS.A PROVISO CAN BE ISSUED FOR THIS   IF IT IS THE ONLY THING THAT NEEDS TO BE REVISED...A   REVISION TO THE PERMIT WILL NEED TO BE SUBMITTED PRIOR   TO THE INSTALLATION OF THE ON-SITE LIGHTING SHOWING THE   CORRECT LEVELS.       5)PROOF OF A POSTED BOND SHALL BE PROVIDED FOR LAND   STABILIZATION, EROSION CONTROL, ETC.       6) PLEASE PROVIDE INFORMATION REGARDING THE PLACEMENT   OF THE SHOPPING CART CONTAINMENT SYSTEM...IT APPEARS TO   EXTEND OUSIDE OF TARGET'S PROPERTY.       7) WHEEL STOPS WILL BE REQUIRED FOR ALL PARKING SPACES   NOT LOCATED UNDER THE BUILDING.A PROVISO CAN BE   ISSUED FOR THIS.       FYI...THE IMPROVEMENTS SHOWN ON THE MCDONALD'S PORTION   OF THE PROJECT WILL NEED TO BE INSTALLED PRIOR TO THE   ISSUANCE OF A CERTIFICATE OF OCCUPANCY.       QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,   AT (561) 822-1435. Review Stop Z ZONING Rev No 1 Status F Date 2008-03-06 Cont ID   Sent By jroach Date 2008-03-06 Time 19:11 Rev Time 0.00 Received By jroach Date 2008-03-06 Time 19:11 Sent To   Notes 2008-03-06 19:41:24 ***FAILED***       1) PLANS DO NOT MATCH THOSE APPROVED BY THE CITY   COMMISSION (ORDINANCE 4091-07).A MAJOR AMENDMENT TO   THE COMMERCIAL PLANNED DEVELOPMENT (CPD) WILL BE   REQURIED.THIS IS CURRENTLY IN PROCESS.UPON APPROVAL   OF THE NEW PLANS BY THE COMMISSION, ALL PERMIT DRAWINGS   WILL NEED TO MATCH THOSE APPROVED.       THE FOLLOWING ARE SOME COMMENTS PROVIDED AS AN FYI AND   SHOULD BE ADDRESSED....A FULL ZONING REVIEW WILL BE   COMPLETED UPON SUBMITTAL OF THE PLANS, FOLLOWING   APPROVAL BY THE CITY COMMISSION:       A) PRIOR TO SUBMISSION FOR A BUILDING PERMIT, THE WEST   PALM BEACH POLICE DEPARTMENT - CRIME PREVENTION UNIT   SHALL REVIEW AND APPROVE ALL CONSTRUCTION DRAWINGS.   PLEASE PROVIDE A LETTER INDICATING THEIR APPROVAL OF   SUCH.PLEASE CONTACT KELLY CARSILLO AT (561)   822-1620.       B) A PLAT SHALL BE APPROVED BY THE CITY AND THEN   RECORDED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.       C) THE POLICE SUBSTATION LOCATED ON THE PARKING LEVEL   SHALL CONTAIN ELECTRIC, PHONE, DATA CONNECTION,   DESK/WORKSPACE, AND A VIDEO MONITOR CONNECTED TO THE   SECURITY SYSTEM.       D) THREE (3) POLICE-ONLY PARKING SPACES SHALL BE   PROVIDED NEAR THE POLICE SUBSTATION.       E) A CURRENT AND ACCURATE SURVEY SHALL BE PROVIDED WITH   EACH SET OF SITE PLANS.       F) WORK IS BEING SHOWN ON THE ADJACENT PROPERTY.   PLEASE COORDINATE THIS WITH THE CITY'S CONSTRUCTION   SERVICES DEPARTMENT.       G) PHOTOMETRIC LEVELS SHALL NOT EXCEED 0.5 FOOTCANDLES   WHEN MEASURED IN A RESIDENTIAL ZONING DISTRICT (SOUTH   PROPERTY LINE).ADJUST LEVELS ACCORDINGLY.       H) ARCHITECTURAL ELEMENTS WERE TO BE BUILD AROUND THE   SCUPPERS ON THE REAR ELEVATION AND EXTEND THE ENTIRE   HEIGHT OF THE BUILDING.THESE WERE TO PROVIDE   ARTICULATION IN THE REAR BUILDING FACADE.THESE ARE   NOT SHOWN ON THE PROPOSED ELEVATIONS.       I) ENSURE COMPLIANCE AND PROVIDE THE DOCUMENTATION   REQUIRED BY ORDINANCE NO. 4060-07 (SEE ATTACHED),   INCLUDING STORMWATER POLLUTION PREVENTION PLAN, EROSION   CONTROL BOND, LAND STABLIZATION BOND, TEMPORARY   CONSTRUCTION FENCING, ETC.PLEASE REFER TO THE   ATTACHED ORDINANCE AND RESOLUTION REGARDING SUCH.       QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,   AT (561) 822-1448. 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