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 15020419 Review Stop B BUILDING (STRUCTURAL) Rev No 4 Status P Date 2016-02-16 Cont ID   Sent By jwitmer Date 2016-02-16 Time   Rev Time 0.00 Received By jwitmer Date 2016-02-16 Time   Sent To   Notes 2016-03-02 10:49:34 BUILDING PLAN REVIEW   W. P. B. PERMIT: 15020419   ADD: 1309 N. FLAGLER DR. / ADDITION   1300 N. DIXIE HWY.   74/43/43/15/19/001/0010   CONT: DE ANGELIS DIAMOND HEALTHCARE GROUP   TEL: (239)594-1994   CONTACT: ??????? NOT FILLED IN ON FORM   E-MAIL: [email protected]       2010 FLORIDA BUILDING CODE W * 2010 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION, 2010 EDITION 2012 FBC SUPPLEMENTS   ADOPTED APRIL 25/2013.       2010 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.   ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND   SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE   FLORIDA BUILDING CODE, BUILDING.       GOOD SAMARITAN MEDICAL CENTER O?KEEFEE TOWER VERTICAL   ADDITION       4TH REVIEW   DATE: FEB. 16/2016   ACTION: BUILDING PROVISO       1) PROVISO: ART IN PUBLIC PLACES. THE CITY OF WEST PALM   BEACH ART IN PUBLIC PLACES ORDINANCE.       2) ROVISO: NOTICE ONLY, NO ACTION NEED TO BE TAKEN FOR   PLAN REVIEW. PAPER PLANS 3 SETS OF DOCUMENTS ARE   REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE   PERMIT LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND   BATCH STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO   SETS OF PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR   THE THRESHOLD INSPECTOR, THE OTHER FOR THE MEP   INSPECTORS.       3) PROVISO: NOTICE ONLY, NO ACTION NEED TO BE TAKEN FOR   PLAN REVIEW. PLEASE CALL THE CITY OF WEST PALM BEACHES?   AUTOMATED TELEPHONE INSPECTIONS LINE (561) 805-6700)   FOR IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE   INSPECTIONS.       4)PROVISO: NOTICE ONLY, NO ACTION NEED TO BE TAKEN FOR   PLAN REVIEW. SECTION 109.3.6 THRESHOLD BUILDINGS,   OPERATING GUIDELINES FOR THRESHOLD INSPECTORS #26.   ASSURE THAT THE DESIGNER HAS REQUIRED ON THE PLANS OR   SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING   PENETRATIONS, FOR WALLS AND CEILINGS.       5) PROVISO 107.3.4.2 DEFERRED SUBMITTALS. DOCUMENTS FOR   DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE   REGISTERED DESIGN   PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW   THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A   NOTATION INDICATING THAT THE DEFERRED SUBMITTAL   DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL   CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED   SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE   DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE   BUILDING OFFICIAL.       PRODUCT APPROVALS. PLEASE PROVIDE COMPLIANCE WITH: 2010   FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41   COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY   AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF   PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE   PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS.   (B) WINDOWS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES   (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C   STANDS       6) BUILDING PROVISO: DUMBWAITER MANUFACTURER   SPECIFICATIONS AND SHOP DRAWINGS ARE REQUIRED PROVIDING   CODE COMPLIANCE WITH 2010 FBC-B 708.14 ELEVATOR,   DUMBWAITER AND OTHER HOIST WAYS & TABLE 715.4.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop B BUILDING (STRUCTURAL) Rev No 3 Status F Date 2015-12-14 Cont ID   Sent By jwitmer Date 2015-12-14 Time 09:29 Rev Time 0.00 Received By jwitmer Date 2015-12-12 Time 13:46 Sent To   Notes 2015-12-14 09:29:16 BUILDING PLAN REVIEW   W. P. B. PERMIT: 15020419   ADD: 1309 N. FLAGLER DR. / ADDITION   1300 N. DIXIE HWY.   74/43/43/15/19/001/0010   CONT: DE ANGELIS DIAMOND HEALTHCARE GROUP   TEL: (239)594-1994   CONTACT: ??????? NOT FILLED IN ON FORM   E-MAIL: [email protected]       2010 FLORIDA BUILDING CODE W * 2010 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION, 2010 EDITION 2012 FBC SUPPLEMENTS   ADOPTED APRIL 25/2013.       2010 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.   ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND   SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE   FLORIDA BUILDING CODE, BUILDING.       GOOD SAMARITAN MEDICAL CENTER O?KEEFEE TOWER VERTICAL   ADDITION       3RD REVIEW   DATE: MON. DEC. 14/ 2015   ACTION: DENIED       1) COMPLIED.       2) PROVISO: ART IN PUBLIC PLACES. THE CITY OF WEST PALM   BEACH ART IN PUBLIC PLACES ORDINANCE.       3) 3RD REQUEST: ASBESTOS: IN ACCORDANCE WITH SECTION   553.79 F. S. THIS IS TO ADVISE YOU OF THE OWNERS OR   OPERATORS? RESPONSIBILITY TO COMPLY WITH THE STATE &   FEDERAL ASBESTOS REGULATIONS, INCLUDING SECTION 376.60   F. S. AND CFR 61- NESHAP REQUIREMENTS. REQUIREMENTS   INCLUDE- ASBESTOS SURVEYS AND SUBMISSION OF WRITTEN   NOTIFICATION TO THE DEPARTMENT OF ENVIRONMENTAL   PROTECTION PRIOR TO: * DEMOLITION OF ALL REGULATED   STRUCTURES;   * MOST RENOVATION ACTIVITIES IN REGULATED STRUCTURES   WHERE ASBESTOS IS DISTURBED OR REMOVED.   NON-COMPLIANCE MAY RESULT IN SEVERE MONETARY PENALTY.   FOR FURTHER INFORMATION IN PALM BEACH COUNTY, CONTACT   THE DIVISION OF ENVIRONMENTAL HEALTH AND ENGINEERING   HRS/ PALM BEACH COUNTY PUBLIC HEALTH UNIT   (DIVISION OF ENGINEERING SCIENCE & ENGINEERING AIR   POLLUTION CONTROL SECTION)   901 EVERNIA STREET   WEST PALM BEACH, FL 33401   (561)355-3070       4) THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING.   THRESHOLD INSPECTION PLAN FL S. S. 553.71(7) THRESHOLD   BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN   (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN   ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE   FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN   AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500   PERSONS.       4A) COMPLIED. 109.3.6.1. STRUCTURAL INSPECTION PLAN.       4) COMPLIED: SPECIAL INSPECTOR FORMS.       4C) COMPLIED. STATEMENT: FLORIDA STATUTE: 553.79(7).       4D) COMPLIED: VOIDED RESUMES WERE SUBMITTED FOR EDDIE   CARRETERO AND FOR WESLEY FOSTER E. I. NEITHER SHOWS   LICENSURE AS A LICENSED INSPECTOR WITH A BN LICENSE,   WHY ARE THEY SUBMITTED. NOT A P.E. OR BN.       4E) 3RD REQUEST. I?VE ASKED KEN CONRAD IF HE HAD A COPY   OF THE CONTRACTORS EXPERIENCE, APPARENTLY WHEN KEN   VIEWED THE ATTACHMENT HE HAD NOT PRINTED IT AND THE   ATTACHMENT WAS DELETED, WE HAVE NO WRITTEN RECORD OF   THE CONTRACTORS JOB HISTORY FOR THE FILE. 7/08/2015   E-MAIL FROM K. CONRAD ATTACHED INFORMATION WAS SENT TO   KEN ON 5/21/15.THE CONTRACTOR WILL PRODUCE A JOB   SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS   MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD:   [email protected]       4F)PROVISO: NOTICE ONLY, NO ACTION NEED TO BE TAKEN FOR   PLAN REVIEW. PAPER PLANS 3 SETS OF DOCUMENTS ARE   REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE   PERMIT LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND   BATCH STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO   SETS OF PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR   THE THRESHOLD INSPECTOR, THE OTHER FOR THE MEP   INSPECTORS.       4G) PROVISO: NOTICE ONLY, NO ACTION NEED TO BE TAKEN   FOR PLAN REVIEW. PLEASE CALL THE CITY OF WEST PALM   BEACHES? AUTOMATED TELEPHONE INSPECTIONS LINE (561)   805-6700) FOR IN-PROGRESS INSPECTIONS FOR AUDITING OF   JOBSITE INSPECTIONS.       4H)PROVISO: NOTICE ONLY, NO ACTION NEED TO BE TAKEN FOR   PLAN REVIEW. SECTION 109.3.6 THRESHOLD BUILDINGS,   OPERATING GUIDELINES FOR THRESHOLD INSPECTORS #26.   ASSURE THAT THE DESIGNER HAS REQUIRED ON THE PLANS OR   SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING   PENETRATIONS, FOR WALLS AND CEILINGS.       5) COMPLIED. FLOOD ZONE. VERTICAL ADDITION NOT IN FLOOD   ZONE.       6) COMPLIED.       7) COMPLIED. LETTER SUBMITTED AND ACCEPTED FOR A (4)   HOUR FIRE WALL SEPARATING VERTICAL ADDITION FROM THE   REMAINDER OF THE BUILDING.       8) COMPLIED.       9-11) COMPLIED, 107.3.4.2 DEFERRED SUBMITTALS. PRODUCT   APPROVALS. PLEASE PROVIDE COMPLIANCE WITH: 2010 FBC-B   1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41 COMPONENTS   & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS   RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS   OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT   APPROVALS:   (31)(A) EXTERIOR DOORS.   (B) WINDOWS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES   (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C   STANDS       12-17A-C) COMPLIED.       17D & E) BUILDING PROVISO: DUMBWAITER MANUFACTURER   SPECIFICATIONS AND SHOP DRAWINGS ARE REQUIRED PROVIDING   CODE COMPLIANCE WITH 2010 FBC-B 708.14 ELEVATOR,   DUMBWAITER AND OTHER HOIST WAYS & TABLE 715.4.           17F, 17G, 18A) COMPLIED.       18B) BUILDING PROVISO: DUMBWAITER MANUFACTURER   SPECIFICATIONS AND SHOP DRAWINGS ARE REQUIRED PROVIDING   CODE COMPLIANCE WITH 2010 FBC-B 708.14 ELEVATOR,   DUMBWAITER AND OTHER HOISTWAYS & TABLE 715.4.       18C) . COMPLIED.       19) SHEET A5.5A :       19A) NOT APPLICABLE, REMOVED FROM THE SCOPE OF WORK.   ROOFING UNDER SEPARATE PERMIT.       19B-C) BUILDING PROVISO: DUMBWAITER MANUFACTURER   SPECIFICATIONS AND SHOP DRAWINGS ARE REQUIRED PROVIDING   CODE COMPLIANCE WITH 2010 FBC-B 708.14 ELEVATOR,   DUMBWAITER AND OTHER HOIST WAYS & TABLE 715.4.       19D) COMPLIED       20-23) COMPLIED       24) IMPACT FEES. 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.       25) DIGITAL REVIEW. 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.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2015-07-01 Cont ID   Sent By jwitmer Date 2015-07-01 Time 06:45 Rev Time 0.00 Received By jwitmer Date   Time   Sent To   Notes 2015-07-01 06:45:25 BUILDING PLAN REVIEW   W. P. B. PERMIT: 15020419   ADD: 1309 N. FLAGLER DR. / ADDITION   1300 N. DIXIE HWY.   74/43/43/15/19/001/0010   CONT: TBD   TEL: (239)594-1994   CONTACT: ??????? NOT FILLED IN ON FORM   E-MAIL: [email protected]       2010 FLORIDA BUILDING CODE W   * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA   BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION   2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.       2010 EXISTING BUILDING CODE LEVEL II 701.3   COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,   SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS   OF THE FLORIDA BUILDING CODE, BUILDING.       GOOD SAMARITAN MEDICAL CENTER O?KEEFEE TOWER VERTICAL   ADDITION   2ND REVIEW   DATE: TUES. JUNE 30/ 2015   ACTION: DENIED       1) COMPLIED.       2) PROVISO: ART IN PUBLIC PLACES. THE CITY OF WEST PALM   BEACH ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT   APPLIES TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR   WHICH THE PERMIT APPLICATION WAS SUBMITTED AFTER   7/1/14, AND THE TOTAL PROJECT CONSTRUCTION COSTS ARE   EQUAL TO OR GREATER THAN $500,000. PER CITY OF WEST   PALM BEACH ORDINANCE NO. 4504-14, AND CITY OF WEST PALM   BEACH CODE OF ORDINANCES, ARTICLE V, ART IN PUBLIC   PLACES, SECTION 78-123(A) AND SECTION 78-126(A), THE   ART ASSESSMENT IS 1% OF THE TOTAL PROJECT CONSTRUCTION   COST.       PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE   V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND   NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO   THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE   PROJECTS       3) 2ND REQUEST: ASBESTOS: IN ACCORDANCE WITH SECTION   553.79 F. S. THIS IS TO ADVISE YOU OF THE OWNERS OR   OPERATORS? RESPONSIBILITY TO COMPLY WITH THE STATE &   FEDERAL ASBESTOS REGULATIONS, INCLUDING SECTION 376.60   F. S. AND CFR 61- NESHAP REQUIREMENTS. REQUIREMENTS   INCLUDE- ASBESTOS SURVEYS AND SUBMISSION OF WRITTEN   NOTIFICATION TO THE DEPARTMENT OF ENVIRONMENTAL   PROTECTION PRIOR TO: * DEMOLITION OF ALL REGULATED   STRUCTURES;   * MOST RENOVATION ACTIVITIES IN REGULATED STRUCTURES   WHERE ASBESTOS IS DISTURBED OR REMOVED.   NON-COMPLIANCE MAY RESULT IN SEVERE MONETARY PENALTY.       FOR FURTHER INFORMATION IN PALM BEACH COUNTY, CONTACT   THE DIVISION OF ENVIRONMENTAL HEALTH AND ENGINEERING   HRS/ PALM BEACH COUNTY PUBLIC HEALTH UNIT   (DIVISION OF ENGINEERING SCIENCE & ENGINEERING AIR   POLLUTION CONTROL SECTION)       901 EVERNIA STREET   WEST PALM BEACH, FL 33401   (561)355-3070       4) THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING.   THRESHOLD INSPECTION PLAN FL S. S. 553.71(7) THRESHOLD   BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN   (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN   ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE   FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN   AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500   PERSONS.       4A)COMPLIED> 109.3.6.1 THE ENFORCING AGENCY SHALL   REQUIRE A (WRITTEN/ TYPED) SPECIAL INSPECTOR TO PERFORM   STRUCTURAL INSPECTIONS ON A THRESHOLD BUILDING PURSUANT   TO A STRUCTURAL INSPECTION PLAN PREPARED BY THE   ENGINEER OF RECORD. THE STRUCTURAL INSPECTION PLAN MUST   BE SUBMITTED TO THE ENFORCING AGENCY PRIOR TO THE   ISSUANCE OF A BUILDING PERMIT FOR THE CONSTRUCTION OF A   THRESHOLD BUILDING. THE PURPOSE OF THE STRUCTURAL   INSPECTION PLAN IS TO PROVIDE SPECIFIC INSPECTION   PROCEDURES AND SCHEDULES SO THAT THE BUILDING CAN BE   ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED   DOCUMENTS.       4B) SEMI-COMPLIED. PAGE 4 LEFT BLANK, TO BE FILED OUT   BY THE CERTIFIED INSPECTION CO. & OWNER.   PAGE 5 LEFT BLANK TO BE FILED OUT BY ALL (3) ENTITIES,   CONTRACTOR, ARCHITECT AND ENGINEER OF RECORD AND   NOTARIZED.   THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.   CONSTRUCTION SERVICES DEPARTMENT REQUESTS FOR THRESHOLD   BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S   553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS   REQUIRED BY THIS CODE. FORMS MUST BE FILED OUT AND   RETURNED TO THE BUILDING DEPARTMENT CAN ISSUE A PERMIT.   CONTACT KEN CONRAD MANAGER OF THE SPECIAL INSPECTOR   PROGRAM AT (561)805-6666 FOR FURTHER INFORMATION BEFORE   THE PERMIT MAY BE ISSUED.   FORMS WERE E-MAILED TO: [email protected]   4/28/2015 08:32 AM       4C) 2ND REQUEST. THE THRESHOLD BLDG., REQUIRED   STATEMENT:       FLORIDA STATUTE: 553.79(7)(D) ALL PLANS FOR THE   BUILDING WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY   THE ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT   THAT, TO THE BEST OF THE ARCHITECT?S OR ENGINEER?S   KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE   APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE   FIRESAFETY STANDARDS AS DETERMINED BY THE LOCAL   AUTHORITY IN ACCORDANCE WITH THIS CHAPTER AND CHAPTER   633.       W.P.B. AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING   WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE   ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT   THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S   KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE   APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE   LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633   FLORIDA STATUTE.       4D)SEMI COMPLIED. RESUMES WERE SUBMITTED FOR EDDIE   CARRETERO AND FOR WESLEY FOSTER E. I. NEITHER SHOWS   LICENSURE AS A LICENSED INSPECTOR WITH A BN LICENSE,   WHY ARE THEY SUBMITTED.       FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME' OF   INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE RESUME'   MUST BE ACCOMPANIED BY ALL CERTIFICATES AS SPECIFIED   HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE WILL   REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, AN   INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES   WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST   MEETING THE ABOVE CRITERIA.   CONTACT KEN CONRAD   TEL: 561-805-6666   E-MAIL: [email protected]       4E) COMPLIED. 7/08/2015 E-MAIL FROM K. CONRAD ATTACHED   INFORMATION WAS SENT TO KEN ON 5/21/15.   THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY   FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE SUBMITTED TO   KEN CONRAD BY E-MAIL. KEN CONRAD: [email protected]       4F) NOTICE ONLY, NO ACTION NEED TO BE TAKEN FOR PLAN   REVIEW. PAPER PLANS 3 SETS OF DOCUMENTS ARE REQUIRED.   FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE PERMIT   LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND BATCH   STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO SETS OF   PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR THE   THRESHOLD INSPECTOR, THE OTHER FOR THE MEP INSPECTORS.       4G) NOTICE ONLY, NO ACTION NEED TO BE TAKEN FOR PLAN   REVIEW. PLEASE CALL THE CITY OF WEST PALM BEACHES?   AUTOMATED TELEPHONE INSPECTIONS LINE (561) 805-6700)   FOR IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE   INSPECTIONS.       4H) NOTICE ONLY, NO ACTION NEED TO BE TAKEN FOR PLAN   REVIEW. SECTION 109.3.6 THRESHOLD BUILDINGS, OPERATING   GUIDELINES FOR THRESHOLD INSPECTORS #26. ASSURE THAT   THE DESIGNER HAS REQUIRED ON THE PLANS OR   SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING   PENETRATIONS, FOR WALLS AND CEILINGS.       5)2ND REQUEST. THE SUBMITTED SURVEY DOES NOT INDICATE   THE DEMARCATION LINES REPRESENTING THE A, B, & C FLOOD   ZONES LOCATED ON THIS PROPERTY. WITH THIS INFORMATION   WE WILL BE ABLE TO DETERMINE IF THE BUILDING ITSELF IS   IN THE FLOOD ZONE A OR OUT OF IT. THIS NEEDS TO BE   DETERMINED FOR DOCUMENTATION IF SUBSTANTIAL IMPROVEMENT   IS GOING TO BE A FACTOR IN THE UPCOMING REVIEW. THIS   PROPERTY IS LOCATED IN AN A5 FLOOD ZONE. FBC BUILDING   1612 AND CITY OF WPB CODE OF ORDINANCES SECTION 94-546.   STRUCTURE IS LOCATED IN AN "A" FLOOD ZONE. A FLOOD   ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE REVIEW   CITY ORDINANCE FOR THE CITY REQUIREMENTS REQUIRE AN   ADDITIONAL 6 INCHES OF ELEVATION.       5A) DURING THE PERMITTING OF THIS STRUCTURE THERE WILL   BE REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES   REQUIRED:   (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE   PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR   HEIGHT.   (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND   ELEVATION CERTIFICATE IS REQUIRED   (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY   OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE   CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR   ATTENDANTS   A/C PADS OR OTHER SLABS FOR GENERATORS   FEMA FORM OMB NO. 1660-0008 EXPIRES:   JULY 31/2015   FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR   USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015.   FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE   NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT:   HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM.       5B) THIS SUBMITTAL A SURVEYS WAS SUBMITTED, PLEASE NO   DOCUMENTATION WAS SUBMITTED IF THE BUILDING LOWEST   LEVEL IS BELOW THE 7 FT. -6 IN. NGVD THE REQUIREMENTS   FOR FLOOD PROOFING CITY MUNI CODE SECTION 94-546(B)(2)   NONRESIDENTIAL CONSTRUCTION AND SECTION 94-611   DEFINITIONS FOR SUBSTANTIAL IMPROVEMENTS.   5C) 2010 FBC-B 419.4.2.2.2 FOR ALL EXISTING FACILITIES,   THE LOWEST FLOOR ELEVATIONS OF ALL ADDITIONS, AND ALL   PATIENT SUPPORT AREAS INCLUDING FOOD SERVICE, AND ALL   PATIENT SUPPORT UTILITIES, INCLUDING MECHANICAL, AND   ELECTRICAL (EXCEPT FUEL STORAGE AS NOTED IN SECTION   419.4.2.9.3 OF THIS CODE) FOR THE ADDITIONS SHALL BE AT   OR ABOVE THE ELEVATION OF THE EXISTING BUILDING, IF THE   EXISTING BUILDING WAS DESIGNED AND CONSTRUCTED TO   COMPLY WITH EITHER THE SITE STANDARDS OF SECTION 419.4   OF THIS CODE OR LOCAL FLOOD RESISTANT REQUIREMENTS IN   EFFECT AT THE TIME OF CONSTRUCTION, WHICHEVER REQUIRES   THE HIGHER ELEVATION, UNLESS OTHERWISE PERMITTED BY   SECTION 1612 OF THIS CODE. IF THE EXISTING BUILDING WAS   CONSTRUCTED PRIOR TO THE ADOPTION OF EITHER THE SITE   STANDARDS OF 419.4 OF THIS CODE OR LOCAL FLOOD   RESISTANT REQUIREMENTS, THEN THE ADDITION AND ALL   PATIENT SUPPORT AREAS AND UTILITIES FOR THE ADDITION AS   DESCRIBED IN THIS SECTION SHALL EITHER BE DESIGNED AND   CONSTRUCTED TO MEET THE REQUIREMENTS OF SECTION   419.4.2.2.1 OF THIS CODE OR BE DESIGNED AND CONSTRUCTED   TO MEET THE DRY FLOOD PROOFING REQUIREMENTS OF SECTION   1612 OF THIS CODE.       6) SEMI-COMPLIED.   6.4 2010 FBC-EXISTING BLDG. CODE CHAPTER 10       7) COMPLIED> PLEASE PROVIDE A SURVEY OF THE EXISTING   SITE. ZONING COMMENT OF THE FOOTPRINT OF THE EXISTING   BUILDINGS CAN NOT BE INCREASED. PLEASE PROVIDE THE   SURVEY SO A COMPARISON OF THE PROPOSED VERTICAL   ADDITION AND EXISTING BUILDING CAN BE COMPARED,   VERTICAL ADDITIONS VERSES HORIZONTAL ADDITIONS.       2010 EXISTING BLDG. CODE 1001.2 CREATION OR EXTENSION   OF NONCONFORMITY.   AN ADDITION SHALL NOT CREATE OR EXTEND ANY   NONCONFORMITY IN THE EXISTING BUILDING TO WHICH THE   ADDITION IS BEING MADE WITH REGARD TO ACCESSIBILITY,   STRUCTURAL STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR   THE CAPACITY OF MECHANICAL, PLUMBING, OR ELECTRICAL   SYSTEMS.   EXST. BLDG. CODE 1002.1 HEIGHT LIMITATIONS.   1002.2 AREA LIMITATIONS.   1002.3 FIRE PROTECTION SYSTEMS.       EXST. BLDG. CODE 1001.3 OTHER WORK. ANY REPAIR OR   ALTERATION WORK WITHIN AN EXISTING BUILDING TO WHICH AN   ADDITION IS BEING MADE SHALL COMPLY WITH THE APPLICABLE   REQUIREMENTS OF THE APPROPRIATE CHAPTER OF THIS CODE   FOR THE LEVEL OF REHABILITATION UNDERTAKEN.       8) 2010 FL. EXISTING BUILDING CODE PLEASE SHOW   COMPLIANCE WITH:       8A) 2ND REQUEST. PLEASE PROVIDE THE ORIGINAL DOCUMENTS   SHOWING THIS STRUCTURE WAS ORIGINALLY DESIGNED FOR THE   ADDITIONAL STORIES. WE ARE LOOKING AT A ACCUMULATIVE   LOADING OF THE FOUNDATIONS AND COLUMNS. WE UNDERSTAND   THAT THIS IS TO BE IN THE FUTURE A 10 STORY HIGH-RISE.   IF THESE DOCUMENTS CANNOT BE PRODUCED THEN A STRUCTURAL   ANALYSIS MUST BE COMPLETED TO THE 2010 FBC-B. EXST.   BLDG. CODE 1003.2 ADDITIONAL GRAVITY LOADS. EXISTING   STRUCTURAL ELEMENTS SUPPORTING ANY ADDITIONAL GRAVITY   LOADS AS A RESULT OF ADDITIONS SHALL COMPLY WITH THE   FLORIDA BUILDING CODE, BUILDING.   EXCEPTIONS: 1. STRUCTURAL ELEMENTS WHOSE STRESS IS NOT   INCREASED BY MORE THAN 5 PERCENT.       8B)2ND REQUEST, THE RESPONSE INDICATES THAT A LATERAL   ANALYSIS WAS PREFORMED, PLEASE PROVIDE THE ANALYSIS FOR   REVIEW AND CODE COMPLIANCE. EXST. BLDG. CODE 1003.3   LATERAL-FORCE-RESISTING SYSTEM. THE   LATERAL-FORCE-RESISTING SYSTEM OF EXISTING BUILDINGS TO   WHICH ADDITIONS ARE MADE SHALL COMPLY WITH SECTIONS   1003.3.1, 1003.3.2 AND 1003.3.3.   EXCEPTIONS: 1003 (2.) IN OTHER EXISTING BUILDINGS WHERE   THE LATERAL-FORCE STORY SHEAR IN ANY STORY IS NOT   INCREASED BY MORE THAN 10 PERCENT CUMULATIVE.       8C) 2ND REVIEW. PLEASE SEE SHEET S5.1 CODES AND   STANDARDS WIND LOADS WERE DESIGNED TO 180 MPH VULT AND   C EXPOSURE.       8C)(1) COMPLIED> WIND DESIGN TO 170 MPH VULT. PLEASE   REVIEW THE 2010 FBC-B TABLE 1604.5 RISK CATEGORY OF   BUILDINGS AND OTHER STRUCTURES. RISK CATEGORY IV   STRUCTURES INCLUDE GROUP I-2 OCCUPANCIES AND OTHER   STRUCTURES DESIGNED AS ESSENTIAL FACILITIES HAVING   SURGERY OR EMERGENCY TREATMENT FACILITIES. PLEASE   REVIEW THE 2010 FBC-B TABLE 1609B FOR RISK CATEGORY III   AND IV BUILDINGS AND STRUCTURES. THE FIGURE SHOWS THIS   LOCATION AS A 180 MPH, VULT WIND ZONE.       2010 FBC-B 419.3 N ADDITION TO THE CODES AND STANDARDS   REFERENCED IN SECTION 419.2 OF THIS CODE, THE FOLLOWING   MINIMUM STANDARDS OF CONSTRUCTION AND SPECIFIED MINIMUM   ESSENTIAL FACILITIES, SHALL APPLY TO ALL NEW HOSPITALS   AND ALL ADDITIONS, ALTERATIONS OR RENOVATIONS TO AN   EXISTING LICENSED HOSPITAL, AS DESCRIBED IN SECTION   419.1 OF THIS CODE AND LISTED IN SECTION 419.3 OF THIS   CODE.       8C)(2) 2ND REQUEST. SHEET S5.1 WIND DESIGN OF C   EXPOSURE. WHEN YOU SHOOT A VECTOR TO THE N.E. TO PALM   BEACH A DISTANCE OF OVER 5,040 FT. OF WATER IS   ENCOUNTERED. ON THIS SAME VECTOR FROM THE FRONT OF THE   BUILDING TO THE N.E. YOU ENCOUNTER 509 FT. OF   SHORELINE, THEN THE 5,040 FT. OF WATER OF THE BUILDING.   THIS MEETS THE REQUIREMENTS FOR EXPOSURE D. THE   RESPONSE COMMENTS TAKEN FROM ASCE 7-10 PAGE 518 ARE TO   BE TAKEN FOR THE MWFRS NOT COMPONENTS AND CLADDING.       THE LAST PARAGRAPH OF THE STATED SECTION STATES, WIND   LOADS FOR CLADDING AND LOW-RISE BUILDING ELEMENTS ARE   DETERMINED USING THE UPWIND EXPOSURE FOR THE SINGLE   SURFACE ROUGHNESS IN ONE OF THE EIGHT SECTORS OF FIG.   C26.7.5 THAT GIVES THE HIGHEST CLADDING PRESSURE.       EVEN IF YOU ARE IN A TRANSITION ZONE BETWEEN 2 SURFACE   ROUGHNESS CLASSIFICATION, YOU USE THE HIGHER PRESSURES   FOR THAT ZONE.       2010 FBC-B 1609.4.3. EXPOSURE D. EXPOSURE D SHALL APPLY   WHERE THE GROUND SURFACE ROUGHNESS, AS DEFINED BY   SURFACE ROUGHNESS D, PREVAILS IN THE UPWIND DIRECTION   FOR A DISTANCE OF AT LEAST 5,000 FEET (1524 M) OR 20   TIMES THE HEIGHT OF THE BUILDING, WHICHEVER IS GREATER.   EXPOSURE D SHALL EXTEND INLAND FROM THE SHORELINE FOR A   DISTANCE OF 600 FEET (183 M) OR 20 TIMES THE HEIGHT OF   THE BUILDING, WHICHEVER IS GREATER FROM AN EXPOSURE D   CONDITION AS DEFINED IN THE PREVIOUS SENTENCE.       FBC-B HOSPITALS. 419.4.2.3 STRUCTURAL STANDARDS.   WIND LOAD DESIGN OF THE BUILDING STRUCTURE AND EXTERIOR   ENVELOPE INCLUDING EXTERIOR WALL SYSTEMS SHALL BE   DESIGNED IN ACCORDANCE WITH THE CODE.       9)2ND REQUEST. THE RESPONSE IS NOT CLEAR, DOES EITHER   THE DESIGNER OF RECORD OR THE ARCHITECT WISH TO HAVE   THE PRODUCT APPROVALS BE DEFERRED SUBMITTALS OR IS THE   LIST ON THE FRONT PAGE WHAT IS GOING TO BE SUBMITTED   FOR REVIEW. IF YOU WISH THE PRODUCT APPROVALS TO BE   PART OF THE REVIEW, PLEASE SUBMIT THE COMPLETE PRODUCT   APPROVALS IN THE VIEW FOLDER SECTION OF PROJECT DOX.   PLEASE IDENTIFY ON ALL PRODUCT APPROVALS FOR, TYPE OF   UNIT, SOME APPROVALS HAVE MORE THAN ONE MODEL IN THE   APPROVAL, GLAZING, SIZES OF OPENINGS, TYPE OF GLAZING,   IF MULLIONS ARE REQUIRED, IF THEY REQUIRE   REINFORCEMENT, FASTENERS AND ASSOCIATED PRESSURES FOR   THE OPENINGS.   FOR THE ROOFING PRODUCT APPROVALS PLEASE CIRCLE THE   SUB-SYSTEM OF THE APPROVAL, REVIEW THE ASSOCIATED   PRESSURES AND IF ENHANCED FASTENING IS REQUIRED AND IF   THE LIMITATIONS WILL ALLOW IT.       PLEASE PROVIDE COMPLIANCE WITH: 2010 FBC-B 1609.1.2   PROTECTION OF OPENINGS, 1609.6.4.41 COMPONENTS &   CLADDING.   FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.   01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION   SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS.   (B) WINDOWS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES   (E) SHUTTERS   (F) SKYLIGHTS   (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C   STANDS       9A) 2010 FBC-B 419.4.2.4 ROOFING STANDARDS.   419.4.2.4.1   ROOFING MEMBRANE MATERIAL SHALL RESIST THE UPLIFT   FORCES SPECIFIED IN THE CODE. ROOF COVERINGS SHALL BE   INSTALLED ACCORDING TO THE SPECIFICATIONS PROVIDED BY   THE MANUFACTURER.   419.4.2.4.2 LOOSE-LAID BALLASTED ROOFS SHALL NOT BE   PERMITTED.       419.4.2.4.3 ALL NEW ROOF APPENDAGES SUCH AS DUCTS,   TANKS, VENTILATORS, RECEIVERS, DX CONDENSING UNITS AND   DECORATIVE MANSARD ROOFS AND THEIR ATTACHMENT SYSTEMS   SHALL BE STRUCTURALLY ENGINEERED TO MEET THE WIND LOAD   REQUIREMENTS OF THE APPLICABLE BUILDING CODE. ALL OF   THESE ATTACHMENT SYSTEMS SHALL BE CONNECTED DIRECTLY TO   THE UNDERLYING ROOF STRUCTURE OR ROOF SUPPORT   STRUCTURE.       9B)2ND REQUEST. PLEASE REVIEW THIS SECTION, LARGE   MISSILE IMPACT WINDOWS ARE REQUIRED.   2010 FBC-B 419.4.2.5 EXTERIOR UNIT STANDARDS.   419.4.2.5.1   ALL EXTERIOR WINDOW UNITS, SKYLIGHTS, EXTERIOR LOUVERS   AND EXTERIOR DOOR UNITS INCLUDING VISION PANELS AND   THEIR ANCHORING SYSTEMS SHALL BE IMPACT RESISTANT OR   PROTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE   REQUIREMENTS OF THE TESTING APPLICATION STANDARDS (TAS)   201, 202, AND 203 OF THIS CODE IN ACCORDANCE WITH THE   REQUIREMENTS OF SECTIONS 1626.2 THROUGH 1626.4 OF THIS   CODE. THE IMPACT RESISTANT COVERINGS MAY BE EITHER   PERMANENTLY ATTACHED OR MAY BE REMOVABLE IF STORED ON   SITE OF THE FACILITY.       10) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE   PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03   SHALL BE REVIEWED AND APPROVED IN WRITING BY THE   DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR   JURISDICTIONAL APPROVAL.   FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR   SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,   SHOP DRAWINGS ETC..       11) ONCE THE WIND DESIGN & PRESSURES ARE CODE COMPLIANT   IF EITHER THE DESIGNER OF RECORD OR CONTRACTOR WOULD   PREFER TO SUBMIT THE PRODUCT APPROVALS AFTER THE   ISSUANCE OF THE PERMIT THROUGH:   107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS   SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE   PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE   TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO   THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.   DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR   APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED   DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST   THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS   FOR REVIEW BY THE BUILDING OFFICIAL. DOCUMENTS FOR   DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE   REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE   WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING   OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED   SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE   IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING.   THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED   UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN   APPROVED BY THE BUILDING OFFICIAL.       12) COMPLIED.       13A-D) COMPLIED.       13E)2ND REQUEST. IF THE HOSPITAL PERSONNEL ARE GOING TO   PERFORM THE FIRE WATCH, PLEASE INDICATE THAT DURING THE   FIRE WATCH THERE WILL BE NO OTHER DUTIES ASSIGNED TO   THESE PERSONNEL AND ALSO PROVIDE WHAT LEVEL OF TRAINING   THEY HAVE HAD TO PERFORM THE DUTIES OF A FIRE WATCH.   HAVE THEY PERFORMED THESE DUTIES BEFORE, WHERE AND FOR   HOW LONG? 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.   PLEASE NOTE THE FIRE DEPARTMENT HAS THE RIGHT TO REVOKE   THIS PRIVILEGE AND ASSIGN PERSONNEL FOR THE FIRE WATCH,   IF THE PERSONNEL ON FIRE WATCH ARE DERELICT IN THEIR   DUTIES.       COMMENT 1ST REVIEW. PLEASE PROVIDE WHICH OPTION THE   SITE HAS CHOSEN AS AN OPTION, SHOW COMPLIANCE WITH;   FBC-B 419.4.2.10.1 IF THE FACILITY REQUIRES FIRE   SPRINKLERS AS PART OF ITS FIRE PROTECTION, EITHER OF   THE FOLLOWING SHALL BE MET: AND WHO WILL PERFORM THE   FIRE WATCH IF THIS METHOD IS CHOSEN.       14)2ND REQUEST. SEMI-COMPLIED. THE DESIGNER OF RECORD   HAS PUT NUMERICALLY NUMBERED IDENTIFICATION TAGS FOR   THE TEMPORARY STAIRS & BACK HOIST BUT THERE ARE NO KEY   NOTES THAT ASSOCIATE WITH THESE NUMBERS. WHEN YOU WALK   OUT OF EITHER THE VERTICAL EXIT STAIR # 15 OR THE EXIT   DOORWAY 41 THERE APPEARS TO BE NO PROTECTION OVER THIS   AREA FROM FALLING OBJECTS.       COMMENT FROM 1ST REVIEW. SHEET 017-A1.1 VS. A1.2,   SHEET018- A1.2 THE 2ND LEVEL SHOWS A TEMPORARY STAIR   TOWER AND TEMPORARY BUCK-HOIST LOCATION NOT SHOWN ON   THE 1ST FLOOR PLANS. PLEASE PROVIDE HOW WILL THE   OCCUPANTS BE PROTECTED DURING CONSTRUCTION AND IN   COMPLIANCE WITH FBC-B 3306.7 COVERED WALKWAYS. THE   TEMPORARY STAIRS DOES NOT ADDRESS THIS ISSUE OF THE   EXITING OF THE 1ST FLOOR.       15) COMPLIED.       16) 2ND REQUEST. THE RESPONSE LETTER INDICATES THERE   ARE KEY NOTES THAT ARE ASSOCIATED WITH THE NUMERICALLY   NUMBERED IDENTIFICATION TAGS, THESE NOTES ARE MISSING   FROM THESE SHEETS 017-A1.1 & 018-A.1.2.       COMMENT FROM 1ST REVIEW. SHEET A1.2 ALSO INDICATES THAT   THIS EXIT WILL BE TEMPORARILY CLOSED AND THE EXIT SIGN   REMOVED. PLEASE PROVIDE A CODE COMPLIANT EXIT PLAN   DURING THE TIME THE EXIT WILL NOT BE AVAILABLE. IN   ESSENCE IT CREATES A DEAD END FOR BOTH THE NORTH AND   SOUTH CORRIDORS. FBC-B 1018.4.       17) LIFE SAFETY SHEET A1.3 & SHEET A5.3A SHOW 1 HOUR   FIRE RATED WALLS:       17A-C) COMPLIED.       17D & E) BUILDING PROVISO: DUMBWAITER MANUFACTURER   SPECIFICATIONS AND SHOP DRAWINGS ARE REQUIRED PROVIDING   CODE COMPLIANCE WITH 2010 FBC-B 708.14 ELEVATOR,   DUMBWAITER AND OTHER HOISTWAYS & TABLE 715.4.       17F)COMPLIED.       17G) THE RESPONSE INDICATES THE WALL THAT SEPARATES THE   ATRIUM FROM THE FUTURE HIGH RISE PORTION OF THE   BUILDING, IS A 4 HOUR FIRE WALL SEPARATING THE   STRUCTURE INTO 2 SEPARATE BUILDING. DOES THIS ALSO MEAN   THAT ALL OF THE DOORS IN THIS 4 HOUR RATED WALL ARE 3   HOUR FIRE RATED ASSEMBLIES, DOORS AND FRAMES? AND MEET   ALL OF THE REQUIREMENTS NO GLAZING IN THESE DOOR UNITS   AND NO SIDELIGHTS?       1ST REVIEW COMMENT. NOTE DOES THE OVERLOOK 330 & 569   HAVE 1 HOUR PROTECTION IS THIS CONSIDERED PART OF AN   ATRIUM? THERE IS NO 2ND FLOOR PLANS IN THE 500 SERIES   DRAWINGS IS THIS A ATRIUM A 3 STORY ATRIUM REQUIRING   SMOKE CONTROL A NOTE ON THE PLANS INDICATES A PRIVATE   BRIDGE BELOW? FBC-B 404.5. SHEET A5.5A THE 5TH LEVEL,   SECTION 404.6 EXCEPTION # 3 ONLY ALLOWS FOR THE   ADJACENT SPACES OF ANY THREE FLOORS OF THE ATRIUM SHALL   NOT BE REQUIRED TO BE SEPARATED FROM THE ATRIUM WHERE   SUCH SPACES ARE ACCOUNTED FOR IN THE DESIGN OF THE   SMOKE CONTROL SYSTEM. NOTE THIS IS THE 5TH LEVEL OF THE   BUILDING.       18-18A) COMPLIED       18B) BUILDING PROVISO: DUMBWAITER MANUFACTURER   SPECIFICATIONS AND SHOP DRAWINGS ARE REQUIRED PROVIDING   CODE COMPLIANCE WITH 2010 FBC-B 708.14 ELEVATOR,   DUMBWAITER AND OTHER HOISTWAYS & TABLE 715.4.   18C) . COMPLIED.   19) SHEET A5.5A :       19A) NOT APPLICABLE, REMOVED FROM THE SCOPE OF WORK.       19B-C) BUILDING PROVISO: DUMBWAITER MANUFACTURER   SPECIFICATIONS AND SHOP DRAWINGS ARE REQUIRED PROVIDING   CODE COMPLIANCE WITH 2010 FBC-B 708.14 ELEVATOR,   DUMBWAITER AND OTHER HOISTWAYS & TABLE 715.4.       19D) COMPLIED       20-23) COMPLIED       24) IMPACT FEES 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.       25) 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.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop B BUILDING (STRUCTURAL) Rev No 1 Status F Date 2015-05-08 Cont ID   Sent By jwitmer Date 2015-05-08 Time 08:07 Rev Time   Received By jwitmer Date 2015-04-28 Time 05:47 Sent To   Notes 2015-04-29 08:28:56 BUILDING PLAN REVIEW   W. P. B. PERMIT: 15020419   ADD: 1309 N. FLAGLER DR. / ADDITION   1300 N. DIXIE HWY.   74/43/43/15/19/001/0010   CONT: TBD   TEL: (239)594-1994   CONTACT: ??????? NOT FILLED IN ON FORM   E-MAIL: [email protected]       2010 FLORIDA BUILDING CODE W   * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA   BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION   2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.       2010 EXISTING BUILDING CODE LEVEL II 701.3   COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,   SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS   OF THE FLORIDA BUILDING CODE, BUILDING.       GOOD SAMARITAN MEDICAL CENTER O?KEEFEE TOWER VERTICAL   ADDITION   1ST REVIEW   DATE: TUES. APRIL 28   ACTION: DENIED       1) THE DRAWING INDEX SHEET X1.1 IS NOT IN ORDER AS   DESCRIBED ON SHEET X1.1. A INDEX IN GENERAL CAN BE   LISTED (2) WAYS, BY ALPHABETICAL LIST AS IN A   DICTIONARY OR BY A LIST OF ITEMS (AS TOPICS OR NAMES)   TREATED IN A PRINTED WORK THAT GIVES FOR EACH ITEM THE   PAGE NUMBER WHERE IT MAY BE FOUND .   IT APPEARS THAT NEITHER HAS BEEN FOLLOWED COMPLETELY.   IN THE ARCHITECTURAL SHEETS THE PAGES ARE NOT   SEQUENTIALLY IN ORDER, THE DRAWING INDEX LIST IS   MISSING A S-5.3.1 SHEET, LOCATED AFTER THE   ARCHITECTURAL SHEETS. IT IS VERY, VERY TIME CONSUMING   WHEN THE PLANS ARE NOT IN ORDER OF THE INDEX, TRYING TO   LOCATE A PARTICULAR SHEET, WE HAVE NO WAY OF FINDING A   CERTAIN SHEET IN A TIMELY MANNER.       2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING   CODE, CHAPTER 1, ADMINISTRATION,   107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.   ELECTRONIC MEDIA DOCUMENTS SHALL BE   SUBMITTED WHEN APPROVED BY THE BUILDING OFFICIAL.   CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY   TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK   PROPOSED.       107.2.1.4 QUALITY OF BUILDING PLANS. BUILDING PLANS   SHALL BE DRAWN TO A MINIMUM 1/8 INCH SCALE UPON   SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE MEDIUM.   THE BUILDING OFFICIAL MAY ESTABLISH THROUGH   DEPARTMENTAL POLICY, OTHER STANDARDS FOR PLANS AND   SPECIFICATIONS, IN ORDER TO PROVIDE CONFORMITY TO ITS   RECORD RETENTION PROGRAM. THIS POLICY MAY INCLUDE SUCH   THINGS AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY, OR   OTHER ITEMS RELATED TO RECORDS MANAGEMENT. ELECTRONIC   MEDIA MUST BE COMPATIBLE WITH THE ARCHIVE REQUIREMENTS   OF FLORIDA STATUTES.       BEFORE THE NEXT ELECTRONIC SUBMITTAL PLEASE CONTACT THE   ELECTRONIC DIGITAL LIBERIAN CAROLINE PUELL FOR FURTHER   INSTRUCTIONS. CITY STAFF WILL HAVE TO PUT THE PAGES IN   ORDER TO MATCH THE DRAWING INDEX SHEET. THE OTHER ISSUE   IS THE NAMING CONVENTION THE CITY HAS RECOMMENDED WAS   NOT USED EITHER AND THE CITY STAFF WILL ALSO NEED TO   CLEAN UP THIS MATTER BEFORE THE NEXT UPLOAD CAN BE   COMPLETED AND GIVEN OUT TO THE PLAN REVIEWERS. PLEASE   CONTACT CAROLINE PUELL LIBERIAN FOR HOW THE RENAMING OF   THE FILES WILL HAPPEN AND TO WHAT SHEETS THE RENAMING   CONVENTION STARTS.       2) ART IN PUBLIC PLACES. THE CITY OF WEST PALM BEACH   ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES   TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH   THE PERMIT APPLICATION WAS SUBMITTED AFTER 7/1/14, AND   THE TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR   GREATER THAN $500,000. PER CITY OF WEST PALM BEACH   ORDINANCE NO. 4504-14, AND CITY OF WEST PALM BEACH CODE   OF ORDINANCES, ARTICLE V, ART IN PUBLIC PLACES, SECTION   78-123(A) AND SECTION 78-126(A), THE ART ASSESSMENT IS   1% OF THE TOTAL PROJECT CONSTRUCTION COST.       PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE   V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND   NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO   THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE   PROJECTS       3) ASBESTOS: IN ACCORDANCE WITH SECTION 553.79 F. S.   THIS IS TO ADVISE YOU OF THE OWNERS OR OPERATORS?   RESPONSIBILITY TO COMPLY WITH THE STATE & FEDERAL   ASBESTOS REGULATIONS, INCLUDING SECTION 376.60 F. S.   AND CFR 61- NESHAP REQUIREMENTS. REQUIREMENTS INCLUDE-   ASBESTOS SURVEYS AND SUBMISSION OF WRITTEN NOTIFICATION   TO THE DEPARTMENT OF ENVIRONMENTAL PROTECTION PRIOR TO:   * DEMOLITION OF ALL REGULATED STRUCTURES;   * MOST RENOVATION ACTIVITIES IN REGULATED STRUCTURES   WHERE ASBESTOS IS DISTURBED OR REMOVED.   NON-COMPLIANCE MAY RESULT IN SEVERE MONETARY PENALTY.       FOR FURTHER INFORMATION IN PALM BEACH COUNTY, CONTACT   THE DIVISION OF ENVIRONMENTAL HEALTH AND ENGINEERING   HRS/ PALM BEACH COUNTY PUBLIC HEALTH UNIT   (DIVISION OF ENGINEERING SCIENCE & ENGINEERING AIR   POLLUTION CONTROL SECTION)       901 EVERNIA STREET   WEST PALM BEACH, FL 33401   (561)355-3070       4) THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING.   THRESHOLD INSPECTION PLAN FL S. S. 553.71(7) ?THRESHOLD   BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN   (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN   ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE   FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN   AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500   PERSONS.       4A)COMPLIED> 109.3.6.1 THE ENFORCING AGENCY SHALL   REQUIRE A (WRITTEN/ TYPED) SPECIAL INSPECTOR TO PERFORM   STRUCTURAL INSPECTIONS ON A THRESHOLD BUILDING PURSUANT   TO A STRUCTURAL INSPECTION PLAN PREPARED BY THE   ENGINEER OF RECORD. THE STRUCTURAL INSPECTION PLAN MUST   BE SUBMITTED TO THE ENFORCING AGENCY PRIOR TO THE   ISSUANCE OF A BUILDING PERMIT FOR THE CONSTRUCTION OF A   THRESHOLD BUILDING. THE PURPOSE OF THE STRUCTURAL   INSPECTION PLAN IS TO PROVIDE SPECIFIC INSPECTION   PROCEDURES AND SCHEDULES SO THAT THE BUILDING CAN BE   ADEQUATELY INSPECTED FOR COMPLIANCE WITH THE PERMITTED   DOCUMENTS.       4B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.   CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD   BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S   553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS   REQUIRED BY THIS CODE. FORMS MUST BE FILED OUT AND   RETURNED TO THE BBUILDING DEPARTMENT CAN ISSUE A   PERMIT. CONTACT KEN CONRAD MANAGER OF THE SPECIAL   INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER   INFORMATION BEFORE THE PERMIT MAY BE ISSUED.   FORMS WERE E-MAILED TO: [email protected]   4/28/2015 08:32 AM       4C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.   AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH   ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT   OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE   BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE   PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE   FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL   AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633   FLORIDA STATUTE.       4D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME'   OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE   RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS   SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE   WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,   AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES   WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST   MEETING THE ABOVE CRITERIA.   CONTACT KEN CONRAD   TEL: 561-805-6666   E-MAIL: [email protected]       4E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR   HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE   SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD:   [email protected]       4F) NOTICE ONLY, NO ACTION NEED TO BE TAKEN FOR PLAN   REVIEW. PAPER PLANS 3 SETS OF DOCUMENTS ARE REQUIRED.   FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE PERMIT   LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND BATCH   STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO SETS OF   PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR THE   THRESHOLD INSPECTOR, THE OTHER FOR THE MEP INSPECTORS.       4G) NOTICE ONLY, NO ACTION NEED TO BE TAKEN FOR PLAN   REVIEW. PLEASE CALL THE CITY OF WEST PALM BEACH?S   AUTOMATED TELEPHONE INSPECTIONS LINE (561) 805-6700)   FOR IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE   INSPECTIONS.       4H) NOTICE ONLY, NO ACTION NEED TO BE TAKEN FOR PLAN   REVIEW. SECTION 109.3.6 THRESHOLD BUILDINGS, OPERATING   GUIDELINES FOR THRESHOLD INSPECTORS #26. ASSURE THAT   THE DESIGNER HAS REQUIRED ON THE PLANS OR   SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING   PENETRATIONS, FOR WALLS AND CEILINGS.       5) THIS PROPERTY IS LOCATED IN AN A5 FLOOD ZONE. FBC   BUILDING 1612 AND CITY OF WPB CODE OF ORDINANCES   SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD   ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED.   PLEASE REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS   REQUIRE AN ADDITIONAL 6 INCHES OF ELEVATION.       5A) DURING THE PERMITTING OF THIS STRUCTURE THERE WILL   BE REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES   REQUIRED:   (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE   PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR   HEIGHT.   (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND   ELEVATION CERTIFICATE IS REQUIRED   (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY   OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE   CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR   ATTENDANTS   A/C PADS OR OTHER SLABS FOR GENERATORS   FEMA FORM OMB NO. 1660-0008 EXPIRES:   JULY 31/2015   FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR   USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015.   FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE   NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT:   HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM.       5B) THIS SUBMITTAL NO SURVEYS WERE SUBMITTED, PLEASE   NOTE IF THE BUILDING LOWEST LEVEL IS BELOW THE 7?-6?   NGVD THE REQUIREMENTS FOR FLOOD PROOFING CITY MUNI CODE   SECTION 94-546(B)(2) NONRESIDENTIAL CONSTRUCTION AND   SECTION 94-611 DEFINITIONS FOR SUBSTANTIAL   IMPROVEMENTS.   5C) 2010 FBC-B 419.4.2.2.2 FOR ALL EXISTING FACILITIES,   THE LOWEST FLOOR ELEVATIONS OF ALL ADDITIONS, AND ALL   PATIENT SUPPORT AREAS INCLUDING FOOD SERVICE, AND ALL   PATIENT SUPPORT UTILITIES, INCLUDING MECHANICAL, AND   ELECTRICAL (EXCEPT FUEL STORAGE AS NOTED IN SECTION   419.4.2.9.3 OF THIS CODE) FOR THE ADDITIONS SHALL BE AT   OR ABOVE THE ELEVATION OF THE EXISTING BUILDING, IF THE   EXISTING BUILDING WAS DESIGNED AND CONSTRUCTED TO   COMPLY WITH EITHER THE SITE STANDARDS OF SECTION 419.4   OF THIS CODE OR LOCAL FLOOD RESISTANT REQUIREMENTS IN   EFFECT AT THE TIME OF CONSTRUCTION, WHICHEVER REQUIRES   THE HIGHER ELEVATION, UNLESS OTHERWISE PERMITTED BY   SECTION 1612 OF THIS CODE. IF THE EXISTING BUILDING WAS   CONSTRUCTED PRIOR TO THE ADOPTION OF EITHER THE SITE   STANDARDS OF 419.4 OF THIS CODE OR LOCAL FLOOD   RESISTANT REQUIREMENTS, THEN THE ADDITION AND ALL   PATIENT SUPPORT AREAS AND UTILITIES FOR THE ADDITION AS   DESCRIBED IN THIS SECTION SHALL EITHER BE DESIGNED AND   CONSTRUCTED TO MEET THE REQUIREMENTS OF SECTION   419.4.2.2.1 OF THIS CODE OR BE DESIGNED AND CONSTRUCTED   TO MEET THE DRY FLOOD PROOFING REQUIREMENTS OF SECTION   1612 OF THIS CODE.       6) PLEASE PROVIDE WHERE THIS INFORMATION CAN BE FOUND?   NOT FOUND ON A.2.1 CODE CRITERIA NOR LIFE SAFETY   SHEETS. 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA   BUILDING CODE, CHAPTER 1, ADMINISTRATION 107.3.5.1.1   COMMERCIAL BUILDINGS:   6.1OCCUPANCY GROUP AND SPECIAL OCCUPANCY REQUIREMENTS   SHALL BE DETERMINED.   6.2 MINIMUM TYPE OF CONSTRUCTION SHALL BE DETERMINED   (SEE TABLE 503).   6.3 FIRE SPRINKLERS ? REQUIRED?   6.4 2010 FBC-EXISTING BLDG. CODE CHAPTER 10       7) PLEASE PROVIDE A SURVEY OF THE EXISTING SITE. ZONING   COMMENT OF THE FOOTPRINT OF THE EXISTING BUILDINGS CAN   NOT BE INCREASED. PLEASE PROVIDE THE SURVEY SO A   COMPARISON OF THE PROPOSED VERTICAL ADDITION AND   EXISTING BUILDING CAN BE COMPARED, VERTICAL ADDITIONS   VERSES HORIZONTAL ADDITIONS.       2010 EXISTING BLDG. CODE 1001.2 CREATION OR EXTENSION   OF NONCONFORMITY.   AN ADDITION SHALL NOT CREATE OR EXTEND ANY   NONCONFORMITY IN THE EXISTING BUILDING TO WHICH THE   ADDITION IS BEING MADE WITH REGARD TO ACCESSIBILITY,   STRUCTURAL STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR   THE CAPACITY OF MECHANICAL, PLUMBING, OR ELECTRICAL   SYSTEMS.   EXST. BLDG. CODE 1002.1 HEIGHT LIMITATIONS.   1002.2 AREA LIMITATIONS.   1002.3 FIRE PROTECTION SYSTEMS.       EXST. BLDG. CODE 1001.3 OTHER WORK. ANY REPAIR OR   ALTERATION WORK WITHIN AN EXISTING BUILDING TO WHICH AN   ADDITION IS BEING MADE SHALL COMPLY WITH THE APPLICABLE   REQUIREMENTS OF THE APPROPRIATE CHAPTER OF THIS CODE   FOR THE LEVEL OF REHABILITATION UNDERTAKEN.       8) 2010 FL. EXISTING BUILDING CODE PLEASE SHOW   COMPLIANCE WITH:   8A) EXST. BLDG. CODE 1003.2 ADDITIONAL GRAVITY LOADS.   EXISTING STRUCTURAL ELEMENTS SUPPORTING ANY ADDITIONAL   GRAVITY LOADS AS A RESULT OF ADDITIONS SHALL COMPLY   WITH THE FLORIDA BUILDING CODE, BUILDING.   EXCEPTIONS: 1. STRUCTURAL ELEMENTS WHOSE STRESS IS NOT   INCREASED BY MORE THAN 5 PERCENT.       8B) EXST. BLDG. CODE 1003.3 LATERAL-FORCE-RESISTING   SYSTEM. THE LATERAL-FORCE-RESISTING SYSTEM OF EXISTING   BUILDINGS TO WHICH ADDITIONS ARE MADE SHALL COMPLY WITH   SECTIONS 1003.3.1, 1003.3.2 AND 1003.3.3.   EXCEPTIONS: 1003 (2.) IN OTHER EXISTING BUILDINGS WHERE   THE LATERAL-FORCE STORY SHEAR IN ANY STORY IS NOT   INCREASED BY MORE THAN 10 PERCENT CUMULATIVE.       8C) PLEASE SEE SHEET S5.1 CODES AND STANDARDS WIND   LOADS WERE DESIGNED TO 170 MPH VULT AND C EXPOSURE.       8C)(1) WIND DESIGN TO 170 MPH VULT. PLEASE REVIEW THE   2010 FBC-B TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND   OTHER STRUCTURES. RISK CATEGORY IV STRUCTURES INCLUDE   GROUP I-2 OCCUPANCIES AND OTHER STRUCTURES DESIGNED AS   ESSENTIAL FACILITIES HAVING SURGERY OR EMERGENCY   TREATMENT FACILITIES. PLEASE REVIEW THE 2010 FBC-B   TABLE 1609B FOR RISK CATEGORY III AND IV BUILDINGS AND   STRUCTURES. THE FIGURE SHOWS THIS LOCATION AS A 180   MPH, VULT WIND ZONE.       2010 FBC-B 419.3 N ADDITION TO THE CODES AND STANDARDS   REFERENCED IN SECTION 419.2 OF THIS CODE, THE FOLLOWING   MINIMUM STANDARDS OF CONSTRUCTION AND SPECIFIED MINIMUM   ESSENTIAL FACILITIES, SHALL APPLY TO ALL NEW HOSPITALS   AND ALL ADDITIONS, ALTERATIONS OR RENOVATIONS TO AN   EXISTING LICENSED HOSPITAL, AS DESCRIBED IN SECTION   419.1 OF THIS CODE AND LISTED IN SECTION 419.3 OF THIS   CODE.       8C)(2) SHEET S5.1 WIND DESIGN OF C EXPOSURE. WHEN YOU   SHOOT A VECTOR TO THE N.E. TO PALM BEACH COUNTRY CLUB A   DISTANCE OF OVER 7,000 FT. OF WATER IS ENCOUNTERED,   WHEN A VECTOR TO THE S. E. TO # 1 VIA SUNNY , PALM BCH.   A DISTANCE OF 5,562 FT. IS ENCOUNTERED. DEPENDING ON   WHERE THE DISTANCE FROM SHORELINE WITH NO OBSTRUCTIONS   YOU GET 508FT, 588 FT. OR 414 FT. TO THE FRONT OF THE   BUILDING.       2010 FBC-B 1609.4.3. EXPOSURE D. EXPOSURE D SHALL APPLY   WHERE THE GROUND SURFACE ROUGHNESS, AS DEFINED BY   SURFACE ROUGHNESS D, PREVAILS IN THE UPWIND DIRECTION   FOR A DISTANCE OF AT LEAST 5,000 FEET (1524 M) OR 20   TIMES THE HEIGHT OF THE BUILDING, WHICHEVER IS GREATER.   EXPOSURE D SHALL EXTEND INLAND FROM THE SHORELINE FOR A   DISTANCE OF 600 FEET (183 M) OR 20 TIMES THE HEIGHT OF   THE BUILDING, WHICHEVER IS GREATER FROM AN EXPOSURE D   CONDITION AS DEFINED IN THE PREVIOUS SENTENCE.       FBC-B HOSPITALS. 419.4.2.3 STRUCTURAL STANDARDS.   WIND LOAD DESIGN OF THE BUILDING STRUCTURE AND EXTERIOR   ENVELOPE INCLUDING EXTERIOR WALL SYSTEMS SHALL BE   DESIGNED IN ACCORDANCE WITH THE CODE.       9) PLEASE PROVIDE COMPLIANCE WITH: 2010 FBC-B 1609.1.2   PROTECTION OF OPENINGS, 1609.6.4.41 COMPONENTS &   CLADDING.   FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.   01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION   SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:   (31)(A) EXTERIOR DOORS.   (B) WINDOWS   (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL   LOUVERS, EFIS SYSTEMS,   (D) ROOFING PRODUCTS AND ASSEMBLIES   (E) SHUTTERS   (F) SKYLIGHTS   (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C   STANDS       9A) 2010 FBC-B 419.4.2.4 ROOFING STANDARDS.   419.4.2.4.1   ROOFING MEMBRANE MATERIAL SHALL RESIST THE UPLIFT   FORCES SPECIFIED IN THE CODE. ROOF COVERINGS SHALL BE   INSTALLED ACCORDING TO THE SPECIFICATIONS PROVIDED BY   THE MANUFACTURER.   419.4.2.4.2 LOOSE-LAID BALLASTED ROOFS SHALL NOT BE   PERMITTED.       419.4.2.4.3 ALL NEW ROOF APPENDAGES SUCH AS DUCTS,   TANKS, VENTILATORS, RECEIVERS, DX CONDENSING UNITS AND   DECORATIVE MANSARD ROOFS AND THEIR ATTACHMENT SYSTEMS   SHALL BE STRUCTURALLY ENGINEERED TO MEET THE WIND LOAD   REQUIREMENTS OF THE APPLICABLE BUILDING CODE. ALL OF   THESE ATTACHMENT SYSTEMS SHALL BE CONNECTED DIRECTLY TO   THE UNDERLYING ROOF STRUCTURE OR ROOF SUPPORT   STRUCTURE.       9B) 2010 FBC-B 419.4.2.5 EXTERIOR UNIT STANDARDS.   419.4.2.5.1   ALL EXTERIOR WINDOW UNITS, SKYLIGHTS, EXTERIOR LOUVERS   AND EXTERIOR DOOR UNITS INCLUDING VISION PANELS AND   THEIR ANCHORING SYSTEMS SHALL BE IMPACT RESISTANT OR   PROTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE   REQUIREMENTS OF THE TESTING APPLICATION STANDARDS (TAS)   201, 202, AND 203 OF THIS CODE IN ACCORDANCE WITH THE   REQUIREMENTS OF SECTIONS 1626.2 THROUGH 1626.4 OF THIS   CODE. THE IMPACT RESISTANT COVERINGS MAY BE EITHER   PERMANENTLY ATTACHED OR MAY BE REMOVABLE IF STORED ON   SITE OF THE FACILITY.       10) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE   PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03   SHALL BE REVIEWED AND APPROVED IN WRITING BY THE   DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR   JURISDICTIONAL APPROVAL.   FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR   SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,   SHOP DRAWINGS ETC..       11) ONCE THE WIND DESIGN & PRESSURES ARE CODE COMPLIANT   IF EITHER THE DESIGNER OF RECORD OR CONTRACTOR WOULD   PREFER TO SUBMIT THE PRODUCT APPROVALS AFTER THE   ISSUANCE OF THE PERMIT THROUGH:   107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS   SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE   PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE   TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO   THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.   DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR   APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED   DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST   THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS   FOR REVIEW BY THE BUILDING OFFICIAL. DOCUMENTS FOR   DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE   REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE   WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING   OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED   SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE   IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING.   THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED   UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN   APPROVED BY THE BUILDING OFFICIAL.       12) SHEET A1.1 THE MAIN LOBBY-192 SHOWS AN EXIT   DIRECTIONAL SIGN FOR EXITING THROUGH THE ELEVATOR LOBBY   193. THE SOUTH END OF THE ELEVATOR LOBBY DOES NOT SHOW   AN ENCLOSURE AS DOES THE ELEVATOR LOBBY JUST TO THE   EAST ELEVATOR LOBBY 195 SHEET A5.3 THIS AREA SEEMS TO   BE ATRIUM OVERLOOK AREA. THE 2010 FBC-B 708.14.1   EXCEPTION 4 DOES NOT APPLY TO GROUP I-2 OCCUPANCIES.   ALSO SEE FLORIDA BUILDING CODE INFORMAL INTERPRETATION:   DATE: WED SEP 7 2005   REPORT #: 3887   CODE: BUILDING   SECTION: 707.14.1   QUESTION:   CAN THE PATH OF EXIT TRAVEL GO FROM AN EXIT ACCESS   CORRIDOR THROUGH AN ELEVATOR LOBBY TO THE EXIT STAIRS?   ANSWER:   NO, THE SECTION SPECIFICALLY REQUIRES A LOBBY OF FIRE   RATED CONSTRUCTION TO SEPARATE THE ELEVATOR FROM THE   CORRIDOR BY FIRE RATED PARTITIONS AND PROTECTED   OPENING(S).   COMMENTARY:   NONE.   NOTICE:   THE BUILDING OFFICIALS ASSOCIATION OF FLORIDA, IN   COOPERATION WITH THE FLORIDA BUILDING COMMISSION, THE   FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, ICC, AND   INDUSTRY AND PROFESSIONAL EXPERTS OFFER THIS   INTERPRETATION OF THE FLORIDA BUILDING CODE IN THE   INTEREST OF CONSISTENCY IN THEIR APPLICATION STATEWIDE.   THIS INTERPRETATION IS INFORMAL, NON-BINDING AND   SUBJECT TO ACCEPTANCE AND APPROVAL BY THE LOCAL   BUILDING OFFICIAL.       13) SHEET A1.1 NOTE THIS IS THE LIFE SAFETY PLAN, THERE   IS NO DIMENSIONAL PLAN IN THE 1ST OR 2ND FLOORS. ON   SHEET A1.1 THE SOILED LAUNDRY ROOM NOT DIMENSIONED MAY   HAVE A ACCESSIBILITY ISSUE WITH DOORS IN SERIES, 2010   FLORIDA ACCESSIBILITY CODE 404.2.6.       13A) THE PLANS INDICATE THAT THE ADDITION IS BEING   BUILT AS UNDER THE HIGH-RISE PROVISIONS OF THE CODE FOR   THE ADDITIONAL STORIES TO BE ADDED ON IN THE FUTURE.   DOES THE BUILDING CURRENTLY CONTAIN A FIRE COMMAND   CENTER (FBC-B 403.4.5) IN COMPLIANCE WITH FBC-B SECTION   911? ] 911.1.1 LOCATION AND ACCESS. THE LOCATION AND   ACCESSIBILITY OF THE FIRE COMMAND CENTER SHALL BE   APPROVED BY THE FIRE CHIEF.       13B) IS THIS ADDITION ONLY TO MEET THE HIGH-RISE   REQUIREMENTS (FBC-B SECTION 403) OR WILL THE WHOLE   FACILITY MEET THE HIGH RISE REQUIREMENTS SINCE THE   PLANS DO NOT SHOW A 4 HOUR FIRE WALL SECTION 706?       13C) DOES THIS FACILITY OR ADDITION HAVE A HYPERBARIC   FACILITIES (FBC-B 407.9) HYPERBARIC FACILITIES IN GROUP   I-2 OCCUPANCIES SHALL MEET THE REQUIREMENTS CONTAINED   IN CHAPTER 20 OF NFPA 99.       13D) PLEASE SHOW COMPLIANCE WITH FBC-B 419.4.2.11   EXTERNAL EMERGENCY COMMUNICATIONS STANDARDS.   (REFERENCE CHAPTER 59A-3.081 FLORIDA ADMINISTRATIVE   CODE FOR REQUIREMENTS.)       13E) PLEASE PROVIDE WHICH OPTION THE SITE HAS CHOSEN AS   AN OPTION, SHOW COMPLIANCE WITH;   FBC-B 419.4.2.10.1 IF THE FACILITY REQUIRES FIRE   SPRINKLERS AS PART OF ITS FIRE PROTECTION, EITHER OF   THE FOLLOWING SHALL BE MET: AND WHO WILL PERFORM THE   FIRE WATCH IF THIS METHOD IS CHOSEN.       14) SHEET A1.1 VS. A1.2, SHEET A1.2 THE 2ND LEVEL SHOWS   A TEMPORARY STAIR TOWER AND TEMPORARY BUCK-HOIST   LOCATION NOT SHOWN ON THE 1ST FLOOR PLANS. PLEASE   PROVIDE HOW WILL THE OCCUPANTS BE PROTECTED DURING   CONSTRUCTION AND IN COMPLIANCE WITH FBC-B 3306.7   COVERED WALKWAYS. THE TEMPORARY STAIRS DOES NOT ADDRESS   THIS ISSUE OF THE EXITING OF THE 1ST FLOOR       15) SHEET A1.1 VS. A1.2, SHEET A1.2 THE 2ND FLOOR LEVEL   ALSO SHOWS THE 2ND FLOOR TO BE A ATRIUM, THE PLANS ARE   NOT CLEAR AS TO ON THE 2ND LEVEL IF THIS IS A HANDRAIL   OR A 1 HOUR GLASS WALL WITH FIRE SPRINKLERS, THIS IS AN   EXIT ACCESS CORRIDOR THAT WOULD NEED TO BE PROTECTED.   FBC-B 404.6.       16) SHEET A1.2 ALSO INDICATES THAT THIS EXIT WILL BE   TEMPORARILY CLOSED AND THE EXIT SIGN REMOVED. PLEASE   PROVIDE A CODE COMPLIANT EXIT PLAN DURING THE TIME THE   EXIT WILL NOT BE AVAILABLE. IN ESSENCE IT CREATES A   DEAD END FOR BOTH THE NORTH AND SOUTH CORRIDORS. FBC-B   1018.4.       17) LIFE SAFETY SHEET A1.3 & SHEET A5.3A SHOW 1 HOUR   FIRE RATED WALLS:       17A) STAFF CORRIDOR 317 SHOWS (2) A TYPE DOORS WITH   CARD ENTRY. DOOR FROM CORRIDOR TO PREP & PACKING AREA   ON THE DOOR SCHEDULE IS MISSING 45 MIN. RATING PER   FBC-B TABLE 715.4.       17B) DOOR FROM STAFF CORRIDOR TO CART WASH AREA   (LABELED A) IS NOT ON THE DOOR SCHEDULE. 107.2.1.3   ADDITIONAL INFORMATION/ FBC-B TABLE 715.4.           17C) SHEET A5.3A THE DOORS TO ROOMS 323, 324,& 340 ARE   NOT LABELED NOR SHOW UP ON THE DOOR SCHEDULE? 107.2.1.3   ADDITIONAL INFORMATION IS REQUIRED. FBC-B TABLE 715.4.       17D) THE DUMBWAITER LOCATED WITHIN CORRIDOR 304A SHOWS   A (2 HOUR SHAFT) BUT THE DOOR SCHEDULE DOES NOT   INDICATE A DOOR WITH 1 ? HOUR OPENING PROTECTIVE. 2010   FBC-B TABLE 715.4.       17E) WITHIN ROOM 305 HOLD/ STORAGE ROOM SHOWS A   DUMBWAITER WITH A 2 HOUR FIRE RATING, THE DOOR SCHEDULE   DOES NOT PROVIDE OPENING PROTECTIVE IN ACCORDANCE WITH   2010 FBC-B TABLE 715.4.       17F) ROOM 306 BREAKDOWN ROOM THERE ARE NO DIMENSIONS ON   THIS PLAN, MAY OR MAY NOT COMPLY WITH 2010 FLORIDA   ACCESSIBILITY CODE 404.2.6.       17G) NOTE DOES THE OVERLOOK 330 & 569 HAVE 1 HOUR   PROTECTION IS THIS CONSIDERED PART OF AN ATRIUM? THERE   IS NO 2ND FLOOR PLANS IN THE 500 SERIES DRAWINGS IS   THIS A ATRIUM A 3 STORY ATRIUM REQUIRING SMOKE CONTROL   A NOTE ON THE PLANS INDICATES A PRIVATE BRIDGE BELOW?   FBC-B 404.5. SHEET A5.5A THE 5TH LEVEL, SECTION 404.6   EXCEPTION # 3 ONLY ALLOWS FOR THE ADJACENT SPACES OF   ANY THREE FLOORS OF THE ATRIUM SHALL NOT BE REQUIRED TO   BE SEPARATED FROM THE ATRIUM WHERE SUCH SPACES ARE   ACCOUNTED FOR IN THE DESIGN OF THE SMOKE CONTROL   SYSTEM. NOTE THIS IS THE 5TH LEVEL OF THE BUILDING.       18) SHEET A5.4A: THIS SHEET SHOWS A 2 FT. DIFFERENCE IN   ELEVATION AT THE NEW 2 HR. SHAFT. THE DETAIL INDICATED   ON SECTION 3 OF A11.3 DOES NOT SHOW WHERE THE 2 FT.   ELEVATION CHANGES WITHIN THE DETAIL CONFIGURATION. IT   SHOWS THE BLOCK SHAFT THAT WAS REMOVED. AS BUILT IT   APPEARS THAT THERE WILL BE A 2 ? INCH PIECE OF SHAFT   LINER PANEL, THIS WOULD BE DIFFICULT FOR THE INSTALLER   TO CUT MAINTAIN THE INTEGRITY OF THE LINER PANEL. IS   THERE A MINIMUM WIDTH THE MANUFACTURER RECOMMENDS FOR   ONE INCH SHAFT WALL?       18A) THE DRINKING FOUNTAINS IN FRONT OF RESTROOMS 417 &   418 (COMMON STATEMENT FOR THE 4TH & 5TH FLOOR WHERE   DRINKING FOUNTAINS ARE IN THIS CONFIGURATION) ARE NOT   PROTECTED BY WING WALLS, SHEET A16.1 THE LOW DRINKING   FOUNTAIN MEETS THE REQUIREMENTS OF THE FL. ACCESS. CODE   307.2 PROTRUDING OBJECTS BUT THE HIGH DRINKING FOUNTAIN   WILL END UP WITH THE BOTTOM OF THE UNIT ABOVE 27   INCHES, EITHER A WING WALL OR SKIRT WOULD BE REQUIRED   FOR CODE COMPLIANCE WITH 307.2 OR BY ANY METHOD THAT   MEETS CODE COMPLIANCE. 2010 FBC-B FIRE-RESISTANT JOINT   SYSTEMS SECTION 714,1 EXCEP. 2 . FLOORS WHERE THE JOINT   IS PROTECTED BY A SHAFT ENCLOSURE IN ACCORDANCE WITH   SECTION 708.       18B) THE (2) NEW DUMBWAITERS ON THIS FLOOR SHOW A 2   HOUR FIRE RATED WALL, DOES THE DUMBWAITER STOP ON THIS   FLOOR, THERE APPEARS TO BE NO DOORWAY? 107.2.1.3   ADDITIONAL INFORMATION & FBC-B 715.4 OPENING   PROTECTIVE.       18C) NOTE IN BOTH AREAS OF MECHANICAL ROOM 403 & 404   THERE ARE CHASES IN THE FLOOR UNPROTECTED THE PLANS   INDICATE THEY ARE TO BE FOR HVAC, PLEASE IDENTIFY THE   TYPE OF FIRE RATED ASSEMBLIES TO PROTECT THE FLOOR OR   HORIZONTAL FIRE BARRIER. FBC-B 713.4 HORIZONTAL   ASSEMBLIES.       19) SHEET A5.5A :       19A) ALUMINUM SUN SHADE DEVICES WILL NEED TO SHOW   ENGINEERING (DESIGN AND ANCHORING) FOR THE APPROPRIATE   WIND SPEED WITH EXPOSURE D WITH HEIGHT MULTIPLIERS.   ASCE 7-10.       19B) DUMBWAITERS BOTH THE SOILED DUMBWAITER FOUND IN   ROOM 526 AND THE O. R. DUMBWAITER DO NOT SHOW THE 90   MINUTE OPENING PROTECTIVE AS REQUIRED BY FBC-B TABLE   715.4 OPENING PROTECTIVE.       19C) PLEASE PROVIDE THE MANUFACTURERS SPECIFICATION   SHEETS FOR THE DUMBWAITERS IN ACCORDANCE WITH 3001.5.1   FLORIDA ELEVATOR SAFETY CODE AND 3001.2 REFERENCED   STANDARDS.       19D) PLEASE SHOW COMPLIANCE WITH FBC-B 3004.3 AREA OF   VENTS.       20) SHEET A5.6A DIMENSION PLAN. APPEARS NOT TO BE   COMPLETE, SOME OF THE WALLS ARE DIMENSIONED, MANY ARE   NOT, THERE IS NO WALL IDENTIFICATION AS TO TYPE OF WALL   RATINGS AND THE SAME WITH THE DOORS. SHEET A1.6 THE   LIFE SAFETY SHEET SHOWS FUTURE ROOMS ON THE WEST END   ONLY. 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.       21) ON SHEETS A11.3 & A11.4 THE DETAIL BUBBLES ARE NOT   FILED IN, DETAIL AND SHEET. 107.2.1.3 ADDITIONAL   INFORMATION IS REQUIRED.       22) SHEET A16.1 DETAIL FOR ACCESSIBLE DRINKING   FOUNTAINS DEPENDING ON THE ACTUAL LOCATION THE UPPER   DRINKING FOUNTAIN MAY OR MAY NOT NEED A SKIRT/ GUARD TO   COMPLY WITH THE 2010 FLORIDA ACCESSIBILITY CODE SECTION   307.2 PROTRUDING OBJECTS. IT APPEARS THE BOTTOM OF THE   UPPER SHROUD UNIT WILL BE ABOVE THE REQUIRED 27 INCHES.       23) SHEETS A13.1 AND A13.5 BOTH SHOW WALL DETAILS AND   PENETRATIONS FOR RATED WALLS. THE PLANS DO NOT PROVIDE   FIRE RESISTANCE RATED ASSEMBLIES FOR HORIZONTAL   ASSEMBLIES AND COMPLIANCE WITH FBC-B 713.4.1.1 THROUGH   PENETRATIONS.       24) IMPACT FEES 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.       25) 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.       A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A   RESULT OF THE ADDITIONAL INFORMATION REQUESTED   ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF   THIS REVIEW.       JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]                                                                         Review Stop E ELECTRICAL Rev No 3 Status P Date 2016-02-11 Cont ID   Sent By rlecky Date 2016-02-11 Time 14:54 Rev Time 0.00 Received By rlecky Date 2016-02-11 Time 13:29 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 2 Status F Date 2015-12-28 Cont ID   Sent By albarran Date 2015-12-28 Time 19:46 Rev Time 0.00 Received By albarran Date 2015-12-09 Time 13:37 Sent To   Notes 2015-12-28 19:47:12 THE PLANS FOR THE ABOVE MENTIONED PERMIT APPLICATION   HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE EDITION OF   THE NEC, (NATIONAL ELECTRICAL CODE) AND THE FBC,   (FLORIDA BUILDING CODE) AS WELL AS THE CITY OF WEST   PALM BEACH AMENDMENTS IN EFFECT AT THE TIME OF   SUBMITTAL. BELOW IS A LIST OF THE DEFICIENCIES NOTED.   1. PG. AS3.1: PLEASE MAKE THE SITE PLAN LEGEND   DIFFERENT TO MAKE IDENTIFICATION OF EXISTING VS. NEW   WORK SIMPLER.   2. PG. E0.0: 2010 FBC-E SECTION 502.3.8, RECESSED   LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE   SHALL BE IC RATED & SEAL TO LIMIT AIR LEAKAGE BETWEEN   CONDITIONED & UNCONDITIONED SPACES.   3. PG. EL4.1B, EL4.3A, EL4.4A, EL4.5A, EP4.1B, EP4.3A,   EP4.4A, EP4.5A, EL5.1B, EL5.3A, EL5.4A, EL5.5A, EL5.6A,   EP4.1B, EP4.3A, EP4.4A, EP4.5A, EP5.1B, EP5.3A, EP5.4A,   EP5.5A, EP5.6A, EP5.7A: PLEASE MAKE THE DEMOLITION   LEGEND DIFFERENT TO MAKE IDENTIFICATION OF EXISTING TO   REMAIN VS. EXISTING TO BE REMOVED. THIS PAGE CAN?T BE   PROPERLY REVIEWED AS THE BOUNDARY BETWEEN EXISTING TO   REMAIN VS. EXISTING TO BE REMOVED IS NOT CLEARLY   DEFINED.   4. PG. EL5.1B, EL5.3A, EL5.4A, EL5.5A, EL5.6A: IN   ADDITION TO HAVING THE SAME ISSUES AS COMMENT THREE (3)   ABOVE, I WAS UNABLE TO LOCATE WITHIN THE SET OF   DRAWINGS A LIGHTING DIAGRAM INDICATING COMPLIANCE WITH   THE MANDATORY SWITCHING AND CONTROL REQUIREMENTS OF THE   ENERGY CONSERVATION CODE. A MORE DETAILED EXAMINATION   WILL BE CONDUCTED ON THE ENLARGED AREA SHEETS.   5. PG. EL5.1B, EL5.3A, EL5.4A, EL5.5A, EL5.6A: REFER TO   LIFE SAFETY SHEET FOR EXIT LIGHT PLACEMENT.   6. PG. EP5.1B, EP5.1B: ADDRESSES FIRST LEVEL OF AN AREA   B THAT IS NOT PREVIOUSLY IDENTIFIED ON THE SITE PLAN OR   KEYPLAN.   7. PG. EP5.3A: IDENTIFY THE SD ENCLOSED INSIDE A   DIAMOND.   8. PG. EP5.7A: NEC 406.9(B) RECEPTACLES IN WET   LOCATIONS. 15 AND 20 AMPERE, 125 AND 250 VOLT   RECEPTACLES INSTALLED IN A WET LOCATION SHALL HAVE AN   ENCLOSURE THAT IS WEATHERPROOF WHETHER OR NOT THE   ATTACHMENT PLUG CAP IS INSERTED. ALL 15- AND 20-AMPERE,   125- AND 250-VOLT NONLOCKING RECEPTACLES SHALL BE   LISTED WEATHER-RESISTANT TYPE ?WR?.   9. ALL EY SHEETS ADDRESS FIRE ALARM SYSTEMS, WHICH   SHALL BE ON A SEPARATE SUBMITTAL AND THEREFORE HAVE NOT   BEEN REVIEWED.   10. PG. E6.1, E6.2, E6.3, E6.4: NEC 110.26(D)   ILLUMINATION. ILLUMINATION SHALL BE PROVIDED FOR ALL   WORKING SPACES ABOUT SERVICE EQUIPMENT, SWITCHBOARDS,   AND PANELBOARDS. THIS ILLUMINATION SHALL BE ON THE   EMERGENCY CIRCUIT. NOTE: FIRE AND BLDG. MAY HAVE AN   ISSUE WITH THE SWING OF THE DOORS OF THE ELECTRICAL   EQUIPMENT ROOMS.       WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR   RE-SUBMITTAL, YOU ARE REQUIRED TO PROVIDE A RESPONSE   LETTER (NARRATIVE) ADDRESSING EACH ITEM ALONG WITH THE   STANDARD CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE   INSERT CORRECTED PAGES INTO THE SUBMITTAL AND LEAVE THE   PREVIOUSLY REVIEWED SHEETS FOR COMPARISON.   CLOUDING THE CHANGES WILL BE GREATLY APPRECIATED.       IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO   CONTACT ME DIRECTLY.       THANK YOU,   MIKE ALBARRAN   ELECTRICAL PLANS EXAMINER   PH: 561-805-6746   EMAIL: [email protected]     Review Stop E ELECTRICAL Rev No 1 Status P Date 2015-04-23 Cont ID   Sent By albarran Date 2015-04-23 Time 11:12 Rev Time 0.00 Received By rlecky Date 2015-04-16 Time 11:53 Sent To   Notes 2015-04-23 11:15:54 THE FOLLOWING ITEMS ARE INCLUDED IN THE PROJECT   SPECIFICATIONS AND AHCA APPROVALS.   GROUND FAULT PROTECTION, LABELLING FOR FLASH   PROTECTION, ISOLATION PANELS.       RL     Review Stop ENG ENGINEERING CSD Rev No 1 Status N Date 2015-04-15 Cont ID   Sent By cranford Date 2015-04-15 Time 14:06 Rev Time 0.00 Received By cranford Date 2015-04-15 Time 13:56 Sent To   Notes 2015-04-15 14:06:53 VERTICAL CONSTRUCTION ONLY WITHIN EXISTING BUILDING   FOOT PRINT. Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status P Date 2015-12-09 Cont ID   Sent By wjolin Date 2015-12-09 Time 12:40 Rev Time 0.00 Received By wjolin Date 2015-12-09 Time 12:40 Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status P Date 2015-05-13 Cont ID   Sent By wjolin Date 2015-05-13 Time 13:16 Rev Time 0.00 Received By wjolin Date 2015-04-22 Time 11:11 Sent To   Notes 2015-04-29 13:41:34 1309 NORTH FLAGLER DRIVE   PERMIT #15020419   REVIEW COMMENTS - FIRE DEPARTMENT           WILL ANY CONSTRUCTION TRAILERS/MODULAR BUILDINGS BE   USED ON-SITE FOR CONSTRUCTION? PER NFPA 241- STANDARD   FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND   DEMOLITION OPERATIONS, SECTION 4.2: TEMPORARY OFFICES,   TRAILERS, AND OTHER FACILITIES OF COMBUSTIBLE   CONSTRUCTION OR HOUSING COMBUSTIBLE CONTENTS SHALL BE   SEPARATED FROM ADJACENT BUILDINGS, TRAILERS OR   STRUCTURES IN ACCORDANCE WITH TABLE 4.2.1. PER TABLE   4.2.1:   1) 20 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM   ADJACENT STRUCTURES BY AT LEAST 30 FEET   2) 30 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM   ADJACENT STRUCTURES BY AT LEAST 35 FEET   3) 40 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM   ADJACENT STRUCTURES BY AT LEAST 40 FEET   4) 50 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM   ADJACENT STRUCTURES BY AT LEAST 45 FEET   5) 60 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM   ADJACENT STRUCTURES BY AT LEAST 50 FEET   6) GREATER THAN 60 FEET EXPOSED LENGTH SHALL BE   SEPARATED FROM ADJACENT STRUCTURES BY AT LEAST 60 FEET   **A 75 PERCENT REDUCTION IN SEPARATION DISTANCES SHALL   BE PERMITTED TO BE APPLIED, PROVIDED AUTOMATIC   SPRINKLER PROTECTION IS USED IN THE EXPOSING STRUCTURE.   PER NFPA 241 SECTION 4.2.2: DETACHMENT BETWEEN   TEMPORARY STRUCTURES, ADEQUATE TEMPORARY FIXED FIRE   PROTECTION SYSTEMS, AND PORTABLE EQUIPMENT SHALL BE   PROVIDED AS REQUIRED BY THE AUTHORITY HAVING   JURISDICTION.       PROVIDE DRAWING NOTE INDICATING ALL CONSTRUCTION AND   DEMOLITION WORK SHALL CONFORM TO THE REQUIREMENTS OF   NFPA 241. TRASH AND CONSTRUCTION DEBRIS SHALL BE   REMOVED FROM THE SITE DAILY. SMOKING SHALL BE   PROHIBITED EXCEPT IN DESIGNATED EXTERIOR AREAS. ALL   OTHER DEMOLITION OR CONSTRUCTION AREAS SHALL HAVE "NO   SMOKING" SIGNS POSTED. WHERE SMOKING IS PERMITTED, SAFE   RECEPTACLES FOR SMOKING MATERIALS SHALL BE PROVIDED.       PROVIDE DRAWING NOTE INDICATING, ?FIRE PROTECTION   SYSTEMS SHALL REMAIN ACTIVE DURING DEMOLITION AND   RENOVATION ACTIVITIES. IN THE EVENT A FIRE PROTECTION   SYSTEM IS OUT OF SERVICE FOR MORE THAN 4-HOURS IN A   24-HOUR PERIOD, THE BUILDING SHALL BE PLACED UNDER A   FIRE WATCH. ALL FIRE WATCH REQUESTS MUST BE SUBMITTED   BY EMAIL ([email protected]) OR IN WRITING (FAX:   561-804-4774) AND APPROVED BY THE OFFICE OF THE FIRE   MARSHAL LOCATED AT 500 NORTH DIXIE HIGHWAY.?       EACH FIRE BARRIER SHALL BE PERMANENTLY IDENTIFIED WITH   SIGNS OR STENCILING READING FIRE BARRIER-PROTECT ALL   OPENINGS. CHARACTERS SHALL BE AT LEAST 4-INCHES IN   HEIGHT AND HALF-INCH IN WIDTH. IDENTIFICATION SHALL BE   SPACED NOT MORE THAN 15 FEET ON CENTER.       DISCLAIMER: REVIEW AND APPROVAL BY THE AHJ SHALL NOT   RELIEVE THE OWNER, CONTRACTOR, ETC. OF THE   RESPONSIBILITY OF COMPLIANCE WITH CODE (NFPA 1, SECTION   1.14.4). FBC SECTION 105.4.1 PERMIT INTENT: A PERMIT   ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED   WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL,   ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE   TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT   THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A   CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR   VIOLATIONS OF THIS CODE.       WESLEY JOLIN   ASSISTANT FIRE MARSHAL   WEST PALM BEACH FIRE RESCUE   [email protected]   (561) 805-6730     Review Stop I INCOMING/PROCESSING Rev No 6 Status N Date 2016-03-31 Cont ID   Sent By ccole Date 2016-03-31 Time 14:38 Rev Time 0.00 Received By ccole Date 2016-03-21 Time 09:13 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 5 Status N Date 2016-02-17 Cont ID   Sent By ccole Date 2016-02-17 Time 16:56 Rev Time 0.00 Received By ccole Date 2016-02-09 Time 10:57 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 4 Status N Date 2015-12-29 Cont ID   Sent By cpuell Date 2015-12-29 Time 06:45 Rev Time 0.00 Received By cpuell Date 2015-11-17 Time 11:39 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 3 Status N Date 2015-07-23 Cont ID   Sent By lmarchan Date 2015-07-22 Time 08:43 Rev Time 0.00 Received By lmarchan Date 2015-06-05 Time 15:31 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2015-05-13 Cont ID   Sent By lmarchan Date 2015-05-13 Time 13:59 Rev Time 0.00 Received By lmarchan Date 2015-03-18 Time 15:55 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date 2015-02-27 Cont ID   Sent By cpuell Date 2015-02-27 Time 15:44 Rev Time 0.00 Received By cpuell Date 2015-02-27 Time 15:41 Sent To   Notes 2015-02-27 15:44:58 STILL WAITING ON FEES, UNABLE TO MOVE FORWARD     Review Stop IMPACT COUNTY IMPACT FEES Rev No 4 Status F Date 2016-02-16 Cont ID   Sent By jwitmer Date 2016-02-16 Time 15:34 Rev Time 0.00 Received By jwitmer Date 2016-02-16 Time 15:34 Sent To   Notes 2016-02-16 15:34:49 IMPACT FEES   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.   JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop IMPACT COUNTY IMPACT FEES Rev No 3 Status F Date 2015-12-12 Cont ID   Sent By jwitmer Date 2015-12-12 Time 13:45 Rev Time 0.00 Received By jwitmer Date 2015-12-12 Time 13:45 Sent To   Notes 2015-12-12 13:46:18 IMPACT FEES   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.   JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop IMPACT COUNTY IMPACT FEES Rev No 2 Status F Date 2015-06-28 Cont ID   Sent By   Date 2015-06-28 Time   Rev Time 0.00 Received By jwitmer Date 2015-06-28 Time 09:28 Sent To   Notes 2015-06-28 09:29:06 IMPACT FEES   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.   JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop IMPACT COUNTY IMPACT FEES Rev No 1 Status F Date 2015-04-29 Cont ID   Sent By jwitmer Date 2015-04-29 Time 05:49 Rev Time 0.00 Received By jwitmer Date 2015-04-29 Time 05:49 Sent To   Notes 2015-04-29 05:50:24     IMPACT FEES   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.   JAMES A. WITMER CBO   SENIOR COMMERCIAL COMBINATION PLANS EXAMINER   TEL: 561-805-6715   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop M MECHANICAL (A/C) Rev No 6 Status P Date 2016-03-31 Cont ID   Sent By ccole Date 2016-03-31 Time 14:38 Rev Time 0.00 Received By ccole Date 2016-03-31 Time 11:24 Sent To   Notes ***NONE*** Review Stop M MECHANICAL (A/C) Rev No 5 Status F Date 2016-02-17 Cont ID   Sent By ccole Date 2016-02-17 Time 16:55 Rev Time 0.00 Received By ccole Date 2016-02-17 Time 16:55 Sent To   Notes 2016-02-17 16:55:58 4TH REVIEW: FBC 2014 MECHANICAL   PERMIT #15020419   2/17/16       1) REFER TO PAGE 3 OF THE ENERGY CALCULATION FORM   506-2010: THE DESIGN PROFESSIONAL OF RECORD SHALL   PROVIDE HIS/HER SIGNATURE ON THE DOCUMENT. A) PLEASE   CLARIFY FROM WHAT STANDARD OR COMPLIANCE TABLE THE   EFFICIENCY CRITERIA FOR THE AHU'S IS DERIVED FROM, AND   HOW CAN THE DESIGN EFFICIENCY OF THE PROPOSED UNITS   (1.10) BE LESS THAN THE REQUIRED EFFICIENCY CRITERIA   (1.12) AND STILL PASS" B) PROVIDE COMPLIANCE DATA FOR   THE FCU'S AND THE OAU-1.   2) SHEET M5.3A: REFER TO SECTION 510.8 AND TABLE 510.8   FBC-10 MECHANICAL AND INDICATE THE TYPE AND GAGE OF   STEEL OF THE TWO HAZARDOUS EXHAUST DUCTS FOR THE   NITROUS OXIDE AND NITROGEN STORAGE ROOMS.   3) M7.01: IN RESPONSE TO COMMENT #4 FROM THE 1ST   REVIEW, AND COMMENT #5 FROM THE 2ND REVIEW, THE   ARCHITECT OF RECORD LESLIE D. BRUNELL HAS PROVIDED   NOTES IN THE NARRATIVE RESPONSE TO CLARIFY THE   MECHANICAL ROOM VENTILATION, AND REFRIGERATION   DETECTION SYSTEM FUNCTIONS. PLEASE PLACE THESE NOTES   AND THE VENTILATION CALCULATIONS ON SHEET M7.0.   4) MP5.3A: INDICATE WHERE THE REFRIGERANT RELIEF VENT   PIPING IS DISCHARGING TO.   5) M0.4 & M5.3A: THE VENTILATION TABLE IS INDICATING   275 CFM'S OF SUPPLY AIR FOR EACH DIFFUSER AT THE   NITROUS OXIDE AND NITROGEN STORAGE ROOMS, HOWEVER THE   PLAN INDICATES 325 CFM'S EACH.   6) M8.3: PLEASE PROVIDE SPECIFICATIONS FOR THE CHILLED   WATER AND STEAM PIPING ON THIS PLAN SHEET OR ONE OF THE   OTHER MECHANICAL DETAIL PAGES.   7) REFER TO COMMENT #20 FROM THE 3RD REVIEW: IN   RESPONSE, THE ARCHITECT REFERENCES NOTE #4 ON SHEET   M0.0. PLEASE REVISE THE NOTE TO INCLUDE ACCESS TO AC   EQUIPMENT AND PROVIDE DIMENSIONED CONSTRUCTION DETAILS   FOR THE ACCESS PANELS.   8) M0.0, NOTE #29: PLEASE EXPAND THE NOTE TO INCLUDE   DEFERRED SUBMITTALS FOR THE REFRIGERANT LEAK DETECTORS,   THE DUCT SMOKE DETECTORS, THE ROOM PRESSURIZATION   MONITORS AND CONTROL SENSORS.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   561-805-6719   [email protected]     Review Stop M MECHANICAL (A/C) Rev No 4 Status F Date 2015-12-10 Cont ID   Sent By ccole Date 2015-12-10 Time 16:53 Rev Time 0.00 Received By ccole Date 2015-12-09 Time 16:51 Sent To   Notes 2015-12-10 17:06:29 3RD REVIEW 2014 MECHANICAL   PERMIT #15020419   12/10/15       THE PREVIOUS (2ND) REVIEW COMMENTS WERE NOT ADDRESSED   IN ENTIRETY, AND REVIEW OF THE REVISED PLANS AND   SUBMITTALS HAS GENERATED SOME ADDITIONAL COMMENTS. THE   FOLLOWING REVIEW WILL REFERENCE THE PREVIOUS (2ND)   REVIEW COMMENTS AS THEY WERE RESPONDED TO IN THE   NARRATIVE SUBMITTED BY THE ARCHITECT.       1) COMMENT #2: THE SUBMTTED AC COOLING CALCULATIONS FOR   THE 5TH FLOOR INDICATE A LOAD OF 1,383,300 BTU/H,   HOWEVER THE SCHEDULE ON SHEET M0.2 INDICATES THE FIFTH   FLOOR AIR HANDLERS AHU-5-1 AND 5-2 WILL ONLY PROVIDE   967,500 BTU/H. PLEASE CLARIFY HOW THE COOLING DEMAND   WILL BE MET.   2) COMMENT #3A: TO BE CLEAR, I WAS NOT REQUESTING THAT   THE EOR PROVIDE HIS SEAL AND SIGNATURE ON THE   MANUFACTURER'S CUT SHEETS FOR THE COOLING TOWER.   TYPICALLY THE EOR WILL REVIEW A PRODUCT SUBMITTAL AND   AGREE TO IT'S USE BY PLACING A "REVIEW AND APPROVAL"   SIGNATURE AND DATE ON THE DOCUMENT. SEE ALSO COMMENT #3   BELOW.   3) COMMENT #3B & 3C: IN REFERENCE TO THESE COMMENTS THE   WPB AMENDMENTS TO THE FBC-10 BUILDING CODE HAS   PROVISIONS FOR DEFERRED SUBMITTALS. DEFERRED SUBMITTAL:   107.3.4.2. FOR THE PURPOSES OF THIS SECTION, DEFERRED   SUBMITTALS ARE DEFINED AS THOSE PORTIONS OF THE DESIGN   THAT ARE NOT SUBMITTED AT THE TIME OF THE   APPLICATION AND THAT ARE TO BE SUBMITTED TO THE   BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. DEFERRAL   OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL OF   THE BUILDING OFFICIAL. THE REGISTERED DESIGN   PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST THE   DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS FOR   REVIEW BY THE BUILDING OFFICIAL.   DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE   SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN   RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD   THEM TO THE BUILDING OFFICIAL WITH A NOTATION   INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE   BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO   THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL   ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED   SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING   OFFICIAL.   4) COMMENT #4A: REFERENCE ITEMS #2 & 3 PRINTED ABOVE.   5) COMMENTS #4B,C,D,E,&F: THE RESPONSE TO THESE   COMMENTS INDICATE RE-USE OF THE EXISTING REFRIGERANT   LEAK DETECTION AND VENTILATION SYSTEM, HOWEVER MINIMAL   DETAILS ABOUT THE EXISITNG SYSTEM HAVE BEEN PROVIDED AS   REQUESTED. PLEASE NOTE THAT THE PROPOSED PROJECT IS   CLASSIFIED AS A ADDITION UNDER THE FBC-10 BUILDING   CODES, AND THE EXSTING SYSTEM MUST BE REVIEWED TO   VERIFY COMPLIANCE WITH THAT CODE. PLEASE PROVIDE   COMPLETE RESPONSES AND REVISE THE PLANS ACCORDINGLY.   6) COMMENT #4G: I WAS UNABLE TO LOCATE THE PURGE   DISCHARGE PIPING ON SHEET M6.3. PLEASE PROVIDE A KEYED   NOTE TO SHOW THE LOCATION.   7) COMMENT #5: REFER TO SHEET M0.4. THE NITROUS OXIDE   AND NITROGEN STORAGE ROOMS (32 A & 326B) EACH MUST HAVE   8 ACH PER TABLE 7-1 ASHRAE 170-2008. PLEASE REVISE   ACCORDINGLY.   8) COMMENT #5: PLEASE REFER TO SECTION 2.1-8.2.2.1   GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTH CARE   FACILITIES. IF THE ISOLATION ROOMS ON THE FITH FLOOR   ARE TO BE USED FOR AIRBORN INFECTION ISOLATION (AII   ROOMS), PROVIDE PERMANENTLY INSTALLED VISUAL MECHANISMS   THAT WILL CONSTANTLY MONITOR THE PRESSURE STATUS OF THE   OCCUPIED ROOMS.   9) COMMENT #5: REFER TO SECTION 7.4 ASHRAE 170-2008:   CLASS B & C OPERATING ROOMS SHALL BE PROVIDED WITH AT   LEAST TWO SIDEWALL RETURN OR EXHAUST GRILLS SPACED AT   OPPOSITE CORNERS OR AS FAR APART AS POSSIBLE, WITH THE   BOTTOM OF THESE GRILLS INSTALLED APPROXIMATELY 8 IN.   ABOVE THE FLOOR.   10) COMMENT #6: REFER TO ITEMS #2 & 3 ABOVE FOR   DEFERRED SUBMITTAL REQUIREMENTS, AND ALSO NOTE WE DO   NOT REVIEW SPEC BOOK: DEFERRED SUBMITTAL. 2010 FBC   107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE   REGULATED BY THE DCA RULE 9N-03 SHALL BE REVIEWED AND   APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO   SUBMITTAL FOR JURISDICTIONAL APPROVAL.   11) COMMENT #7: REFER TO ITEMS #2 & #3 ABOVE FOR DUCT   WORK IN THE OR ROOMS.   12) COMMENT #8: PLEASE PROVIDE INSTALLATION DETAILS FOR   THE FAN COIL UNITS, AND THE SAV, RAV, AND AT BOXES.   PLEASE SEE SHEET M0.3 AND PROVIDE THE MAKE AND MODELS   OF THE AT BOXES.   13) COMMENT #9: AS PREVIOUSLY NOTED WE DO NOT REVIEW   PROJECT SPEC BOOKS.   14) COMMENT #10: PROVIDE THE PREVIOUSLY REQUESTED   CONDENSATE DISPOSAL DETAILS INCLUDING THE PIPING RUNS   AND DISCHARGE LOCATIONS. PLEASE NOTE THAT DETAIL 2 ON   SHEET M8.1 SHOWS CONDENSATE DRAINING INTO A FLOOR   DRAIN. PLEASE NOTE THAT SEC.90-126 WPB CODE OF   ORDINANCES PROHIBITS CONDENSATE TO DRAIN INTO THE   CITY'S SANITARY SYSTEM.   15) COMMENT #11: CLARIFY IF THE NOA FOR THE ROOF FAN   WILL BE SUBMITTED NOW OR AS A DEFERRED SUBMITTAL.   16) COMMENT #12: SUBMIT SPECS FOR THE DUCT WRAP AND   EXHAUST FANS REVIEWED BY THE THE EOR. THE SPECS MUST   INDICATE THE COMPONENTS ARE APPROVED FOR USE IN   HAZARDOUS EXHAUST SYSTEMS. REFER TO THE FOLLWING CODE   SECTIONS AND SHOW COMPLIANCE: SECTION 502.8.1.1 ITEMS   1-7, AND SECTIONS 510.6, 510.7 & 510.8 . IN ADDITION   LEASE PROVIDE EXHAUST FAN SCHEDULES ON THE PLANS .   17) COMMENT #18: PLEASE DARKEN OR EMBOLDEN THE OR ROOM   NUMBERS ON SHEET M5.5A- THEY ARE NOT LEGIBLE, AND   REVIEW THE AIR VALVE SCHEDULE ON SHEET M0.3: IT APPEARS   THAT THE OR ROOMS UNDER "AREA SERVED" ARE LABELED   DIFFERENTLY FOR THE RAV BOXES.   18) COMMENT #20: REFER TO PREVIOUS NOTES ON DEFERRED   SUBMITTALS.   19) COMMENT #21: PLEASE PLACE A NOTE ON THE PLANS   INDICATING TESTING AND BALANCING OF THE SYTEMS WILL BE   PERFORMED IN ACCORDANCE WITH SECTION 503.9.1 FBC-10   ENERGY CONSERVATION.   18) SHEET M0.2: PLEASE INCLUDE AHU-4A IN THE EQUIPMENT   SCHEDULE.   19) SHEET M0.3: PLEASE INDICATE THE MAKES AND MODELS OF   THE AIR TERMINAL BOXES.   20) REFER TO SECTION 306.1 FBC-10 MECHANICAL AND INDATE   HOW COMPLIANCE WILL BE MET FOR THE REQUIRED ACCESS AND   SERVICE SPACE WILL BE PROVIDED FOR ALL OF THE AC   EQUIPMENT AND APPLIANCES ABOVE THE CEILINGS: THE FAN   COIL UNITS, SAV'S, RAV'S, AND AT'S. PROVIDE A TYPICAL   ACESS PANEL DETAIL.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   561-805-6719   [email protected]         Review Stop M MECHANICAL (A/C) Rev No 3 Status F Date 2015-12-10 Cont ID   Sent By ccole Date 2015-12-10 Time 15:40 Rev Time 0.00 Received By ccole Date 2015-12-09 Time 12:28 Sent To   Notes 2015-12-10 15:42:51 3RD REVIEW 2014 MECHANICAL   PERMIT #15020419   12/10/15       THE PREVIOUS (2ND) REVIEW COMMENTS WERE NOT ADDRESSED   IN ENTIRETY, AND REVIEW OF THE REVISED PLANS AND   SUBMITTALS HAS GENERATED SOME ADDITIONAL COMMENTS. THE   FOLLOWING REVIEW ITEMS 1- 17 WILL REFERENCE THE   PREVIOUS (2ND) REVIEW COMMENTS AS THEY WERE RESPONDED   TO IN THE NARRATIVE SUBMITTED BY THE ARCHITECT.       1) COMMENT #2: THE SUBMTTED AC COOLING CALCULATIONS FOR   THE 5TH FLOOR INDICATE A LOAD OF 1,383,300 BTU/H,   HOWEVER THE SCHEDULE ON SHEET M0.2 INDICATES THE FIFTH   FLOOR AIR HANDLERS AHU-5-1 AND 5-2 WILL ONLY PROVIDE   967,500 BTU/H. PLEASE CLARIFY HOW THE COOLING DEMAND   WILL BE MET.   2) COMMENT #3A: TO BE CLEAR, I WAS NOT REQUESTING THAT   THE EOR PROVIDE HIS SEAL AND SIGNATURE ON THE   MANUFACTURER'S CUT SHEETS FOR THE COOLING TOWER.   TYPICALLY THE EOR WILL REVIEW A PRODUCT SUBMITTAL AND   AGREE TO IT'S USE BY PLACING A "REVIEW AND APPROVAL"   SIGNATURE AND DATE ON THE DOCUMENT. SEE ALSO ITEM #3   DIRECTLY BELOW.   3) COMMENT #3B & 3C: IN REFERENCE TO THESE COMMENTS THE   WPB AMENDMENTS TO THE FBC-10 BUILDING CODE HAS   PROVISIONS FOR DEFERRED SUBMITTALS. DEFERRED SUBMITTAL:   107.3.4.2. FOR THE PURPOSES OF THIS SECTION, DEFERRED   SUBMITTALS ARE DEFINED AS THOSE PORTIONS OF THE DESIGN   THAT ARE NOT SUBMITTED AT THE TIME OF THE   APPLICATION AND THAT ARE TO BE SUBMITTED TO THE   BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. DEFERRAL   OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL OF   THE BUILDING OFFICIAL. THE REGISTERED DESIGN   PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST THE   DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS FOR   REVIEW BY THE BUILDING OFFICIAL.   DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE   SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN   RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD   THEM TO THE BUILDING OFFICIAL WITH A NOTATION   INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE   BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO   THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL   ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED   SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING   OFFICIAL.   4) COMMENT #4A: REFERENCE ITEMS #2 & 3 PRINTED ABOVE.   5) COMMENTS #4B,C,D,E,&F: THE RESPONSE TO THESE   COMMENTS INDICATE RE-USE OF THE EXISTING REFRIGERANT   LEAK DETECTION AND VENTILATION SYSTEM, HOWEVER MINIMAL   DETAILS ABOUT THE EXISITNG SYSTEM HAVE BEEN PROVIDED AS   REQUESTED. PLEASE NOTE THAT THE PROPOSED PROJECT IS   CLASSIFIED AS A ADDITION UNDER THE FBC-10 BUILDING   CODES, AND THE EXSTING SYSTEM MUST BE REVIEWED TO   VERIFY COMPLIANCE WITH THAT CODE. PLEASE PROVIDE   COMPLETE RESPONSES AND REVISE THE PLANS ACCORDINGLY.   6) COMMENT #4G: I WAS UNABLE TO LOCATE THE PURGE   DISCHARGE PIPING ON SHEET M6.3. PLEASE PROVIDE A KEYED   NOTE TO SHOW THE LOCATION.   7) COMMENT #5: REFER TO SHEET M0.4. THE NITROUS OXIDE   AND NITROGEN STORAGE ROOMS (32 A & 326B) EACH MUST HAVE   8 ACH PER TABLE 7-1 ASHRAE 170-2008. PLEASE REVISE   ACCORDINGLY.   8) COMMENT #5: PLEASE REFER TO SECTION 2.1-8.2.2.1   GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTH CARE   FACILITIES. IF THE ISOLATION ROOMS ON THE FITH FLOOR   ARE TO BE USED FOR AIRBORN INFECTION (AII ROOMS),   PROVIDE PERMANENTLY INSTALLED VISUAL MECHANISMS THAT   WILL CONSTANTLY MONITOR THE PRESSURE STATUS OF THE   OCCUPIED ROOMS.   9) COMMENT #5: REFER TO SECTION 7.4 ASHRAE 170-2008:   CLASS B & C OPERATING ROOMS SHALL BE PROVIDED WITH AT   LEAST TWO SIDEWALL RETURN OR EXHAUST GRILLS SPACED AT   OPPOSITE CORNERS OR AS FAR APART AS POSSIBLE, WITH THE   BOTTOM OF THESE GRILLS INSTALLED APPROXIMATELY 8 IN.   ABOVE THE FLOOR.   10) COMMENT #6: REFER TO ITEMS #2 & 3 ABOVE FOR   DEFERRED SUBMITTAL REQUIREMENTS, AND ALSO NOTE WE DO   NOT REVIEW SPEC BOOK: DEFERRED SUBMITTAL. 2010 FBC   107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE   REGULATED BY THE DCA RULE 9N-03 SHALL BE REVIEWED AND   APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO   SUBMITTAL FOR JURISDICTIONAL APPROVAL.   11) COMMENT #7: REFER TO ITEMS #2 & #3 ABOVE FOR DUCT   WORK IN THE OR ROOMS.   12) COMMENT #8: PLEASE PROVIDE INSTALLATION DETAILS FOR   THE FAN COIL UNITS, AND THE SAV, RAV, AND AT BOXES.   PLEASE SEE SHEET M0.3 AND PROVIDE THE MAKE AND MODELS   OF THE AT BOXES.   13) COMMENT #9: AS PREVIOUSLY NOTED WE DO NOT REVIEW   PROJECT SPEC BOOKS.   14) COMMENT #10: PROVIDE THE PREVIOUSLY REQUESTED   CONDENSATE DISPOSAL DETAILS INCLUDING THE PIPING RUNS   AND DISCHARGE LOCATIONS. PLEASE NOTE THAT DETAIL 2 ON   SHEET M8.1 SHOWS CONDENSATE DRAINING INTO A FLOOR   DRAIN. PLEASE NOTE THAT SEC.90-126 WPB CODE OF   ORDINANCES PROHIBITS CONDENSATE TO DRAIN INTO THE   CITY'S SANITARY SYSTEM.   15) COMMENT #11: CLARIFY IF THE NOA FOR THE ROOF FAN   WILL BE SUBMITTED NOW, OR AS A DEFERRED SUBMITTAL.   16) COMMENT #12: SUBMIT SPECS FOR THE DUCT WRAP AND   EXHAUST FANS REVIEWED BY THE THE EOR. THE SPECS MUST   INDICATE THE COMPONENTS ARE APPROVED FOR USE IN   HAZARDOUS EXHAUST SYSTEMS. REFER TO THE FOLLOWING CODE   SECTIONS AND SHOW COMPLIANCE: SECTION 502.8.1.1 ITEMS   1-7, AND SECTIONS 510.6, 510.7 & 510.8 . IN ADDITION   PLEASE PROVIDE EXHAUST FAN SCHEDULES ON THE PLANS .   17) COMMENT #18: PLEASE DARKEN OR EMBOLDENT THE OR ROOM   NUMBERS ON SHEET M5.5A- THEY ARE NOT LEGIBLE, AND   REVIEW THE AIR VALVE SCHEDULE ON SHEET M0.3: IT APPEARS   THAT THE OR ROOMS UNDER "AREA SERVED" ARE LABELED   DIFFERENTLY FOR THE RAV BOXES.   18) SHEET M0.2: PLEASE INCLUDE AHU-4A IN THE EQUIPMENT   SCHEDULE.   19) SHEET M0.3: PLEASE INDICATE THE MAKES AND MODELS OF   THE AIR TERMINAL BOXES.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   561-805-6719   [email protected]         Review Stop M MECHANICAL (A/C) Rev No 2 Status F Date 2015-07-22 Cont ID   Sent By ccole Date 2015-07-22 Time 10:27 Rev Time 0.00 Received By ccole Date 2015-07-21 Time 06:39 Sent To   Notes 2015-07-22 11:17:14 2ND REVIEW: FBC 2010 MECHANICAL   PERMIT #15020419       THE 1ST REVIEW COMMENTS HAVE BEEN ADDRESSED HOWEVER THE   PLANS HAVE BEEN REVIEWED A SECOND TIME TO CHECK FOR   REQUESTED CORRECTIONS AND ADDITIONAL CODE COMPLIANCES.   PLEASE REVISE THE PLANS IN ACCORDANCE WITH THE   FOLLOWING LIST OF COMMENTS.       1) THE SUBMITTED FLORIDA ENERGY EFFICIENCY COMPLIANCE   FORM 506-2010 DOES NOT PROVIDE ANY COMPLIANCE DATA FOR   THE CHILLERS, THE COOLING TOWER, AND AHU-4 & AHU-4-1.   SEE TABLES 503.2.3 (4) 503.2.3(7) & 503.2.3(8) FBC-10   ENERGY CONSERVATION. PLEASE REVISE ACCORDINGLY.   2) COOLING AND HEATING EQUIPMENT SIZING CALCULATIONS   HAVE NOT BEEN SUBMITTED- REFERENCE SECTION 503.2.1   FBC-10 ENERGY AND PROVIDE THE CALCULATIONS IN   ACCORDANCE WITH ASHRAE/ACCA STANDARD 183 OR ACCA MANUAL   N.   3) COOLING TOWER: A) SUBMIT MARLEY PRODUCT DATA AND   DIAGRAM CUT SHEETS WITH THE ENGINEER OF RECORD'S   APPROVAL STAMP AND SIGNATURE ON THE DOCUMENTS. B)   PROVIDE ENGINEERED STRUCTURAL DETAILS AND WIND LOAD   DESIGN CRITERIA FOR ATTACHMENT OF THE COOLING TOWER AND   TOWER BASE TO THE ROOF STRUCTURE- SECTION301.12 FBC-10   MECHANICAL. C) PROVIDE STRUCTURAL DETAILS FOR   INSTALLATION OF THE TOWER LADDER AND GUARDRAILS. D)   SHOW THE PHYSICAL LOCATIONS OF THE COOLING TOWER   CHEMICAL FEED PUMPS AND CHEMICAL STORAGE DRUMS AS SHOWN   IN THE DETAIL ON SHEET M8.1. PROVIDE ALL REQUIRED   DETAILS FOR SECURE MOUNTING OF THE PUMP EQUIPMENT AND   THE 55 GALLON DRUMS.   4) CHILLERS AND ASHRAE 15 COMPLIANCE: A) SUBMIT TRANE   MANUFACTURER'S SPECIFICATIONS SHEETS WITH THE ENGINEER   OF RECORD'S APPROVAL STAMP AND SIGNATURE ON THE   DOCUMENTS. B) INDICATE THE TYPE AND QUANTITY OF   REFRIGERANT LBS. IN THE EQUIPMENT SCHEDULES FOR THE   CHILLERS ON SHEET M0.1- SEE TABLE 1103.1 FBC-10   MECHANICAL. C) REFER TO ASHRAE 15 AND SECTION 1105 FOR   MECHANICAL RM 303: SHOW THE LOCATION OF THE REFRIGERANT   LEAK DETECTOR, PROVIDE AN EQUIPMENT SCHEDULE FOR THE   DEVICE, AND SUBMIT MANUFACTURER'S SPECIFICATIONS   REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. D)   PROVIDE VENTILATION CALCULATIONS FOR NORMAL VENTILATION   OF THE MECHANICAL ROOM, AND CALCULATIONS FOR EMERGENCY   CONDITIONS, AND INDICATE COMPLIANCE. E) PROVIDE DETAILS   FOR MAKE-UP AND EXHAUST VENTILATION AIR INCLUDING   LOCATIONS OF AIR INLET AND EXHAUST OUTLETS, FANS   SCHEDULES, LOUVER, CLEARANCE DISTANCES SIZES ETC. F)   PROVIDE A SEQUENCE OF OPERATION FOR THE LEAK DETECTION   /VENTILATION SYSTEM THAT INCLUDES A DESCRIPTIVE   NARRATIVE OF THE PROCESS AND A DIAGRAM. G) PROVIDE   DETAILS FOR PURGE DISCHARGE PIPING INCLUDING THE PIPING   RUN AND DISCHARGE LOCATION- REFER TO SECTION 1105.7. H)   SEE SHEET M7.06: CLARIFY WHY THERE IS NO DATA   PERFORMANCE DATA LISTED IN THE DIAGRAM FOR CH-2. PLEASE   NOTE THAT SHEET M7.06 IS IDENTIFIED INCORRECTLY IN THE   INDEX AS "EXHAUST FAN CONTROL DIAGRAMS".   5) SHEET M0.4 & M0.5: INDICATE ON THE PLANS WHICH   CURRENT CODE OR DESIGN STANDARD WAS USED TO CALCULATE   THE REQUIRED VENTILATION AND AIR BALANCES FOR ROOMS AND   SPACES INCLUDING PRESSURIZATION CALCULATIONS FOR THE   OR?S AND ISOLATIONS ROOMS ETC.   6) PROVIDE EQUIPMENT SCHEDULES FOR THE AIR INTAKE AND   EXHAUST LOUVER LISTING MAKES AND MODELS, DIMENSIONS,   AND FREE AIR SPACE FOR EACH. PROVIDE SIZING   CALCULATIONS FOR THE O/A INTAKES, AND SUBMIT SPECS FOR   ALL REQUIRED AIR FILTERS REVIEWED AND APPROVED BY THE   ENGINEER OF RECORD.   7) PROVIDE MANUFACTURER'S SPECIFICATIONS FOR THE FLEX   DUCTS TO BE INSTALLED REVIEWED AND APPROVED BY THE   ENGINEER OF RECORD- REFER TO SECTION 419.3.6.4 FBC-10   BUILDING. INDICATE THE FLEX DUCT SIZES ON THE PLANS AND   SHOW INSTALLATION DETAILS INCLUDING A DETAIL FOR   CONNECTION TO THE OR ROOM DIFFUSERS.   8) PROVIDE STRUCTURAL DETAILS FOR HANGING AND SUPPORT   OF THE AIR HANDLERS AND FAN COIL UNITS.   9) PROVIDE CHILLED WATER AND STEAM PIPE SPECIFICATIONS   AND DETAILS FOR INSTALLATION AND SUPPORT.   10) PROVIDE DETAILS FOR CONDENSATE DISPOSAL FROM THE   AIR HANDLERS. INDICATE THE TYPES AND SIZES OF PIPING,   THE PIPING RUNS, AND DISCHARGE LOCATIONS- SEE SECTION   307 FBC-10 MECHANICAL. SHOW DETAILS FOR SECONDARY OR   AUXILIARY DISPOSAL PER SECTION 307.2.3.   11) PROVIDE WIND LOAD ENGINEERING FOR MOUNTING THE ROOF   TOP EXHAUST FANS- SECTION 301.12. PLEASE NOTE THAT   INLINE BOOSTER FANS FOR THE DRYERS ARE PROHIBITED BY   THE WPB FIRE DEPT.   12) SHEET M5.3.A, NITROUS OXIDE AND NITROGEN STORAGE   ROOMS 326 A & B: REVISE THE PLANS WITH NOTES AND   DETAILS TO SHOW COMPLIANCE WITH THE FOLLOWING SECTIONS   OF NFPA 99. SECTION 9.3.6.5.3.1- CONTINUOUS   VENTILATION, 9.3.6.5.2- RATE OF VENTILATION   CALCULATION, 9.3.6.5.3.3- LOCATION OF EXHAUST VENT IN   THE ROOM, AND 9.3.6.5.3.2- TYPE OF MAKE-UP AIR AND   EXHAUST DUCTWORK, AND EXHAUST DUCT TERMINATION   CLEARANCES. A) PLEASE NOTE THAT DAMPERS ARE REQUIRED   FOR THE EXHAUST DUCTS PENETRATING THE FIRE RATED WALLS   OF THE STORAGE ROOMS UNLESS THE EXHAUST SYSTEM IS   DEFINED AS HAZARDOUS- REFER TO SECTION 510.6.1   MECHANICAL. REVISE THE PLANS TO SHOW COMPLIANCE   13) M5.3.A: VENTILATION IS REQUIRED FOR GENERATOR RM   340. PLEASE PROVIDE CALCULATIONS AND DETAILS ON THE   PLAN.   14) M5.3.A: MISSING FIRE DAMPERS AT DUCTS PENETRATING   THE EXHAUST SHAFT AT 321-B CORRIDOR.   15) M5.3.A: NUMEROUS BRANCH DUCT SIZES ARE NOT SHOWN:   PLEASE REVIEW AND REVISE.   16) M5.4.A: MISSING FIRE DAMPER AT RETURN AIR DUCT   PENETRATING THE FIRE RATED CORRIDOR WALL AT THE NE   CORNER OF MECH. RM 404.   17) M5.5.A: A) LABEL THE DAMPERS PENETRATING THE SHAFTS   AT CORRIDOR 573. B) MANY DAMPERS MISSING FOR DUCTS   PENETRATING RATED CORRIDOR 541 & 542 WALLS, AND THE   SATELLITE PHARMACY WALLS.   18) M5.5.A: THE OR ROOM NUMBERS DO NOT MATCH THE OR   NUMBERS IN THE SCHEDULE ON SHEET M0.3.   19) M5.5.A: THE SAV AND RAV NUMBERS ON THE PLAN DO NOT   MATCH THE NUMBERS IN THE SCHEDULE- M0.3.   20) REQUIRED SUBMITTALS, NOA'S AND FL. PRODUCT   APPROVALS TO BE REVIEWED AND APPROVED BY THE ENGINEER   OF RECORD: EXHAUST AND INTAKE LOUVERS, ROOF MOUNTED   EXHAUST FANS, FLEX DUCTS, FIRE AND FIRE/SMOKE DAMPERS,   DUCT SMOKE DETECTORS, REFRIGERANT LEAK DETECTORS, HEPA   EQUIPMENT AND FILTERS.   21) PLEASE REVIEW SECTION 503.2.9 FBC-10 ENERGY   CONSERVATION FOR SYSTEM COMPLETION AND TESTING AND   BALANCING- AND PROVIDE NOTES ON THE PLAN TO INDICATE   HOW COMPLIANCE WILL BE MET.       CHRISTOPHER L. COLE   MECHANICAL PLANS EXAMINER   561-805-6719   [email protected]         Review Stop M MECHANICAL (A/C) Rev No 1 Status F Date 2015-05-06 Cont ID   Sent By hmoser Date 2015-05-06 Time 13:06 Rev Time 0.00 Received By hmoser Date 2015-04-28 Time 10:30 Sent To   Notes 2015-05-06 13:06:49 PLAN DENIED   1) PROVIDE ENERGY CALCULATIONS WITH THE PLAN.PER   SECTION 503.2.1 CALCULATION OF HEATING AND COOLING   2010 FLORIDA ENERGY CODE.   2) MISSING FIRE DAMPERS IN CORRIDOR 327 AND ELEVATOR   LOBBY. MISSING MULTIPLE FIRE DAMPERS THROUGH OUT THE   PLAN   607.5.2 FIRE BARRIERS 2010 FBC (M)   3) REFER TO SECTION 607.5.5 SHAFT ENCLOSURES 2010 FBC   (M)   4) THERE ARE TWO 10" PIPES OR DUCT FROM THE CHASE TO   THE   EMERG GENERATOR ROOM PLEASE EXPLAIN   5) SHOW ALL RATED WALLS ON MECHANICAL PLANS. PER   SECTION   107 2010 FBC   6) NOTE #1 PAGE M5.3A RELOCATING EXISTING DRYER DUCT   CITY OF WEST PALM BEACH FIRE DEPARTMENT WILL NOT PERMIT   BOOSTER FANS.   7) REFER TO SECTION 304.11 GUARDS   8) REFER TO SECTION 301.12 WIND RESISTANCE FOR   EQUIPMENT   ON THE ROOF. 2010 FBC (M)       PLAN REVIEW BY HAROLD MOSER   [email protected]   OFFICE 561-805-6732   FAX 561-805-6676     Review Stop P PLUMBING Rev No 3 Status P Date 2015-11-19 Cont ID   Sent By gjohnson Date 2015-11-19 Time 15:57 Rev Time 0.00 Received By gjohnson Date 2015-11-19 Time 15:57 Sent To   Notes 2015-11-19 16:04:38 . Review Stop P PLUMBING Rev No 2 Status F Date 2015-07-12 Cont ID   Sent By tklarge Date 2015-07-12 Time 10:06 Rev Time 0.00 Received By tklarge Date 2015-07-12 Time 06:47 Sent To   Notes 2015-07-12 09:12:28 1) SHT. A11.7 - DETAILS 20 & 21 SHOW EMERGENCY OVERFLOW   SCUPPERS WITH THE BOTTOM OF THE SCUPPERS LEVEL WITH THE   ROOF. SECTION 1503.4.2.1 REQUIRES THAT OVERFLOW   SCUPPERS BE LOCATED IN WALLS OR PARAPETS NOT LESS THAN   2 INCHES NOR MORE THAN 4 INCHES ABOVE THE FINISHED ROOF   COVERING.   2) SHT.A11.3 - DETAIL # 4 SHOWS WHAT APPEARS TO BE A   SUMP IN THE NEW ELEVATOR SHAFTS.IF THE ELEVATORS ARE   HYDRAULIC, THEN AN OIL SEPARATOR IS REQUIRED PER THE   2010 FPC SEC.1003.4. SUBMIT DETAILS FOR THE SEPARATOR   AND SHOW THE LOCATION ON THE PLANS. THE SEPARATOR SHALL   COMPLY WIT 2010 FPC SECTIONS 1003.4.2 - 1003.4.2.2.       PLUMBING PLAN REVIEW   TIM LARGE   CHIEF PLUMBING INSPECTOR   561-805-6692   [email protected]     Review Stop P PLUMBING Rev No 1 Status F Date 2015-04-28 Cont ID   Sent By tklarge Date 2015-04-28 Time 13:41 Rev Time 0.00 Received By tklarge Date 2015-04-18 Time 08:53 Sent To   Notes 2015-04-28 13:20:50 1) PROVIDE A SCUPPER DETAIL FOR THE EMERGENCY RAIN   WATER SYSTEM. SCUPPERS SHALL BE LOCATED PER SEC.   1503.4.2.1 OF 2010 FBC AND SHALL HAVE AN OPENING   DIMENSION NOT LESS THAN 4 INCHES. 2010 FPC SEC.1107.3.   2) SUBMIT DOCUMENTATION THAT 1/2 THE AREA OF ANY   VERTICAL WALL THAT DIVERTS RAINWATER TO THE ROOF HAS   BEEN ADDED TO THE PROJECTED ROOF AREA FOR THE SIZING OF   THE ROOF DRAINS AND SCUPPERS. 2010 FPC SEC.1106.4.   3) SHT. A16.1 - GENERAL NOTES #3 - STATES EVERY 3' X 3'   SHOWER SHALL RECEIVE GRAB BAR 10 G. THERE IS NO SIZE   LISTED FOR THIS GRAB BAR. CLARIFY.   4) SHT. A16.1 - THE LOCATION OF THE TOILET PAPAER   DISPENSERS IN THE ACCESSIBLE TOILET ROOMS SHALL COMPLY   WITH 2010 FAC SEC.604.7.   5) SHT. 16.1 - ACCESSIBLE SINK IN COUNTER - TOE   CLEARANCE SHALL BE PROVIDED COMPLYING WITH 2010 FAC   SEC.306.2.   6) SHT. A16.1 - THE 30" X 60" ACCESSIBLE LISTS GRAB BAR   10F. THIS GRAB BAR IS NOT LISTED IN GRAB BAR LIST # 10   ALTHOUGH IT IS SHOWN IN THE ACCESSORY MOUNTING HEIGHTS.   CLARIFY.   7) SHT. A16.1 - 30" X 60" ACCESSIBLE SHOWER ELEVATION   SHOWS THE CONTROLS 48 INCHES TO THE BOTTOM. THE   CONTROLS SHALL BE MEASURED 48 INCHES MAX TO THE TOP OF   THE CONTROLS. 2010 FAC SEC.608.5.2.   8) SHT. A16.3. - APPEARS TO SHOW THE DOOR SWINGING INTO   THE CLEAR FLOOR SPACE FOR THE LAVATORY.DOORS SHALL NOT   SWING INTO THE CLEAR FLOOR SPACE FOR ANY FIXTURE. SEE   EXCEPTION #2 IN FAC SEC.603.2.3.   9) SHT. A17.1 & A 17.2 - STAFF LOUNGE # 318 ( DETAIL   7S) & 518 (DETAIL 21W) - THE MAXIMUM HEIGHT OF THE SINK   COUNTERS SHALL BE 34 INCHES PER 2010 FAC SEC.606.3.   10) SHT.A17.4 - WAITING AREA 609A (DETAIL 46S ) THE   SINK COUNTER SHALL BE A MINIMUM OF 34 INCHES HIGH. FAC   SEC. 606.3.   11) SHT. A17.5 - STAFF LOUNGE #636 - DETAIL 52S - SINK   SHALL COMPLY WITH 2010 FAC SEC.606.3.   12) SHT. A16.2 - THE BAR SINKS IN THE PATIENT ROOMS   SHALL COMPLY W/ 2010 FAC SEC.212.3.   13) SHT. A6.5A - OBJECTS WITH LEADING EDGES MORE THAN   27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FINISH   FLOOR SHALL NOT PROJECT MORE THAN 4 INCHES HORIZONTALLY   INTO THE CIRCULATION PATH. SEE THE DRINKING FOUNTAINS   ON 5TH FLR.IN PASSAGEWAY #567 (CHECK LEADING EDGE OF   THE HIGH LEVEL UNIT).   14) SHT.A5.4A - SUBMIT DOCUMENTATION/CALCULATIONS FOR   THE RAINWATER COLLECTION SYSTEM FOR THE NEW LOWER ROOF   THAT COLLECTS THE RUNOFF FROM THE UPPER ROOF. INCLUDE   1/2 THE AREA OF ANY VERTICAL WALL TO THE PROJECTED ROOF   AREA. 2010 FPC SEC.1106.4.   15) SHT. A5.4A - THE SINK AT THE COFFEE STATION IN   PASSAGEWAY 415 SHALL BE COMPLY W/ FAC SEC. 606.3.   16) SHT. A5.5A - TOILET ROOM 528 - THE DOOR APPEARS TO   BE SWINGING INTO THE CLEAR FLOOR SPACE FOR THE   LAVATORIES.DOORS SHALL NOT SWING INTO THE CLEAR FLOOR   SPACE FOR ANY FIXTURE. SEE EXCEPTION #2 IN FAC   SEC.603.2.3.   17) SHT. A5.3A - THE DOORS APPEAR TO SWING INTO THE   CLEAR FLOOR SPACE FOR TOILET ROOMS 319A & 319.B.DOORS   SHALL NOT SWING INTO THE CLEAR FLOOR SPACE FOR ANY   FIXTURE. SEE EXCEPTION #2 IN FAC SEC.603.2.3.   18) SHT.A6.6A - TOILET ROOMS 621A & 610B - THE DOORS   APPREAR TO SWING INTO THE CLEAR FLOOR SPACE FOR THE   LAVATORIES. COMPLY WITH FAC SEC.603.2.3. SEE EXCEPTION   #2.   19) SHT.A6.6A - SINK IN STAFF LOUNGE # 636 SHALL COMPLY   W/ FAC SEC.606.3.   20) IN ALL GANG RESTROOMS, WHERE LAVATORIES ARE   PROVIDED AT LEAST ONE SHALL COMPLY W/ FAC SEC. 606 AND   SHALL NOT BE LOCATED IN A TOILET COMPARTMENT PER THE   2010 FAC SEC.213.3.4.   21) SHT.A9.1 - IT APPEARS THE OVERFLOW SCUPPERS FOR THE   6TH FLOOR ROOF DISCHARGE ONTO THE 3RD FLOOR ROOF. THE   3RD FLOOR ROOF DRAINAGE SYSTEM SHALL BE SIZED TO HANDLE   THE ADDITIONAL DRAINAGE. THIS ALSO APPEARS TO OCCUR ON   THE UPPER ROOFS DISCHARGING TO THE LOWER ROOFS.   CLARIFY.   22) SHT. MG4.4A - CARIFY EXACTLY WHAT IS BEING REMOVED   FROM THIS AREA.   22) SHT.P4.3A - THE 6" RWL IS ALSO NOTED AS A 2" VENT.   CLARIFY.   24) SHT.P4.3A - SHOWS A RAINWATER LINE PENETRATING THE   THE STAIR ENCLOSURE. THIS IS NOT PERMITTED PER THE 2010   FBC SEC.1022.3, 1022.4. THIS IS ALSO SHOWN ON SHT.   P5.6A.   25) SHT. P5.7A DOES SHOW ANY PROVISION FOR EEMERGENCY   DRAINAGE FOR THE STAIR EXTENSION TO THE ROOF. CLARIFY.   26) SHT. P6.2 - THE SQUARE FOOTAGE DRAINED GOES FROM   2701 SQ. FT. TO 2107 SQ. FT. THIS IS AN OBVIOUS TYPO   ERROR. PLEASE CORRECT.   27) INDICATE THE SLOPE OF THE RAINWATER PIPING. COMPLY   W/2010 FPC TABLE 1106.3 FOR THE HORIZONTAL STORM   DRAINAGE PIPING.   28) PLEASE IDENTIFY THE AREAS ON THE STORM WATER RISER.   IT IS EXTREMELY DIFFICULT TO CORRELATE THE PIPING WITH   THE APPLICABLE AREAS.   29) SIZE ALL SECTIONS OF THE VENTING SYSTEM ON THE   SANITARY ISOMETRIC. COMPLY WITH 2010 FPC TABLE   916.1.WPB AMEND. TO 2010 107.3.5.1.3.   30) SHT. P6.4 - IDENTIFY THE FIXTURES ON THE WATER   RISER. WPB AMEND. TO 2010 FBC SEC. 107.3.5.1.3.   31) ALL HOSE BIBBS SHALL BE VALVED PER FPC SEC.606.2.   32) THE PLANS SHOW NEW HYDRAULIC ELEVATORS BEING   INSTALLED. AN OIL SEOARATOR IS REQUIRED N THE PIT IN   ACCORDANCEWITH THE 2010 FPC SEC.1003.4.           PLUMBING PLAN REVIEW   TIM LARGE   CHIEF PLUMBING INSPECTOR   561-805-6692   [email protected]                             Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 1 Status F Date 2016-03-31 Cont ID   Sent By skennedy Date 2016-03-31 Time 14:24 Rev Time 0.00 Received By skennedy Date 2016-03-31 Time 14:24 Sent To   Notes 2016-03-31 14:35:37 1ST REVIEW:       SIGNATURES:       THE SUBMITTED PLANS AND SUPPORTING DOCUMENT REQUIRED TO   BE SIGNED AND SEALED PURSUANT TO FAC 61G1-16 & FAC   61G15 ARE NOT DIGITALLY SIGNED BUT RATHER SOME ARE   SCANNED COPIES OF WHAT APPEARS TO BE SIGNED AND SEALED   ORIGINALS AND SOME ARE NOT SIGNED & SEALED AT ALL.   PLEASE PROVIDE A PHYSICAL SET OF SIGNED AND SEALED   PLANS, OR SUBMIT INDENTICAL DUPLICATE DOCUMENTS   DIGITALLY SIGNED AND SEALED. IF YOU HAVE ACCESS TO THE   FDOT PEDDS SYSTEM, YOU MAY SUBMIT PEDDS.       STEVEN KENNEDY, CBO   CHIEF PLANS EXAMINER   (561) 805-6710   [email protected]         Review Stop Z ZONING Rev No 4 Status P Date 2016-03-28 Cont ID   Sent By eschneid Date 2016-03-28 Time 19:21 Rev Time 0.50 Received By eschneid Date 2016-03-28 Time 19:21 Sent To   Notes ***NONE*** Review Stop Z ZONING Rev No 3 Status P Date 2015-12-14 Cont ID   Sent By eschneid Date 2015-12-14 Time 13:58 Rev Time 1.00 Received By eschneid Date 2015-12-14 Time 13:14 Sent To   Notes 2015-12-14 14:03:59 PASSED       1) PLEASE REMEMBER THAT THE DEMOLITION OF THE   AUDITORIUM BUILDING, PARKING AREAS AND THE NEW   LANDSCAPE APPROVED AS PART OF THE MINOR PLANNED   DEVELOPMENT AMENDMENT WHICH APPROVED THE EXPANSION WILL   REQUIRE SEPARATE PERMITS WITH PLANS.       2) THE LANDSCAPE AND PARKING WORK WILL NEED TO BE   INSTALLED AND PASS INSPECTIONS PRIOR TO THE C.O. FOR   THE ADDITIONAL STORIES INCLUDED WITH THIS PERMIT.       CONTACT ERIC SCHNEIDER @ (561) 822-1446.         Review Stop Z ZONING Rev No 2 Status F Date 2015-07-21 Cont ID   Sent By eschneid Date 2015-07-21 Time 15:07 Rev Time 0.75 Received By eschneid Date 2015-07-21 Time 15:07 Sent To   Notes 2015-07-21 15:09:03 FAILED       PLEASE PROVIDE WRITTEN RESPONSE TO COMMENTS.       1) SHEET AS3.1 SHALL BE UPDATED TO REFLECT THE LATEST,   CORRECT PARKING COUNTS.       2) THE DEMOLITION OF THE AUDITORIUM AND THE REPLACEMENT   PARKING LOT REQUIRE SEPARATE PERMITS.       3) THE ELEVATIONS SHOWN ON SHEETS S5.4 AND S5.5 ARE NOT   THE LATEST APPROVED ELEVATIONS, NOR DO THEY MATCH THE   ELEVATIONS PROVIDED ON SHEETS A10.1 AND A10.2.       CONTACT ERIC SCHNEIDER @ (561) 822-1446.     Review Stop Z ZONING Rev No 1 Status F Date 2015-04-17 Cont ID   Sent By eschneid Date 2015-04-17 Time 09:36 Rev Time 0.25 Received By eschneid Date 2015-04-17 Time 09:36 Sent To   Notes 2015-04-17 09:38:40 FAILED       THE MINOR AMENDMENT FOR THIS PROJECT HAS NOT BEEN   APPROVED BY ZONING. PENDING RESUBMITTAL BY THE   APPLICANT. ONCE THE AMENDMENT HAS BEEN APPROVED, ZONING   WILL REVIEW THE PERMIT FOR COMPLIANCE.       THIS WILL NOT COUNT AS ONE OF THE ZONING REVIEW CYCLES.       CONTACT ERIC SCHNEIDER @ (561) 822-1446. Account Summary | Usage Policy | Privacy Policy Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved