| 2014-12-13 07:43:12 | BUILDING PLAN REVIEW |
| | PERMIT: 14081231 |
| | ADD: 5300 EAST AVE. |
| | CONT: TRILLIUM |
| | TEL: (561)296-0700 |
| | |
| | 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. |
| | |
| | 3RDREVIEW/ |
| | DATE: SAT. DEC. 13/2014 |
| | ACTION: DENIED |
| | |
| | 1) SEMI-COMPLIED. STATE APPROVED MODULAR PLANS |
| | SUBMITTED. |
| | |
| | 2) NOTE THIS PERMIT WOULD ALSO BE A CHANGE OF USE |
| | WITHIN THE SAME OCCUPANCY TYPE, SINCE THE PERMIT |
| | APPLICATION INDICATES THAT THE BUILDINGS ARE GOING TO |
| | BE USED FOR CONFERENCE ROOMS AN A3 OCCUPANCY, THE STATE |
| | APPROVED MODULAR BUILDING WAS RECERTIFIED AS AN A3 |
| | OCCUPANCY, THE USEAGE TO BE LIBRARY READING ROOM. |
| | PLEASE LOOK AT THE OCCUPANCY DATA, THE OCCUPANY LOAD OF |
| | 26 IS BASED ON THE 2010 FBC-B TABLE 1004.1.1. LIBRARY |
| | READING ROOMS AT 50 SQ, FT. PER OCCUPANT. 1330 SQ. |
| | FT./50= 26 OCCUPANTS. TO USE THESE PLANS THE |
| | MANUFACTURER WOULD BE REQUIRED TO GO BACK TO THE STATE |
| | AND GET THIS BUILDING RE-CERTIFIED FOR THIS TYPE OF USE |
| | (A-3 ASSEMBLY FOR A CONFERENCE ROOM OCCUPANCY LOAD |
| | TAKEN AT 15 SQ. FT. PER OCCUPANT = 87 OCCUPANTS. |
| | |
| | THE SITE PLAN INDICATES THE MODULAR BUILDINGS TO BE |
| | 1,200 SQ. FT. OF USEABLE SPACE WITH A MAXIMUM OCCUPANT |
| | LOAD OF 80 OCCUPANTS WHICH IS CONSISTANT WITH 15 SQ. |
| | FT. PER OCCUPANT FOR A A3 CONFERANCE ROOM USEAGE. |
| | |
| | 553.375.RECERTIFICATION OF MANUFACTURED BUILDINGS.PRIOR |
| | TO THE RELOCATION TO A SITE THAT HAS A HIGHER DESIGN |
| | WIND SPEED, MODIFICATION, OR CHANGE OF OCCUPANCY OF A |
| | MANUFACTURED BUILDING WITHIN THE STATE, THE |
| | MANUFACTURER, DEALER, OR OWNER THEREOF MAY APPLY TO THE |
| | DEPARTMENT FOR RECERTIFICATION OF THAT MANUFACTURED |
| | BUILDING. THE DEPARTMENT SHALL, BY RULE, PROVIDE WHAT |
| | INFORMATION THE APPLICANT MUST SUBMIT FOR |
| | RECERTIFICATION AND FOR PLAN REVIEW AND INSPECTION OF |
| | SUCH MANUFACTURED BUILDINGS AND SHALL ESTABLISH FEES |
| | FOR RECERTIFICATION. UPON A DETERMINATION BY THE |
| | DEPARTMENT THAT THE MANUFACTURED BUILDING COMPLIES WITH |
| | THE APPLICABLE BUILDING CODES, THE DEPARTMENT SHALL |
| | ISSUE A RECERTIFICATION INSIGNIA. A MANUFACTURED |
| | BUILDING THAT BEARS RECERTIFICATION INSIGNIA DOES NOT |
| | REQUIRE ANY ADDITIONAL APPROVAL BY AN ENFORCEMENT |
| | JURISDICTION IN WHICH THE BUILDING IS SOLD OR |
| | INSTALLED, AND IS CONSIDERED TO COMPLY WITH ALL |
| | APPLICABLE CODES. AS AN ALTERNATIVE TO RECERTIFICATION |
| | BY THE DEPARTMENT, THE MANUFACTURER, DEALER, OR OWNER |
| | OF A MANUFACTURED BUILDING MAY SEEK APPROPRIATE |
| | PERMITTING AND A CERTIFICATE OF OCCUPANCY FROM THE |
| | LOCAL JURISDICTION IN ACCORDANCE WITH PROCEDURES |
| | GENERALLY APPLICABLE UNDER THE FLORIDA BUILDING CODE. . |
| | |
| | IN GETTING THE BUILDING RECERTIFIED BY THE STATE IT |
| | WILL REQUIRE 2 EXITS SINCE THE OCCUPANT LOAD WILL |
| | REQUIRE 2 EXITS FROM EACH BUILDING AND THE OCCUPANT |
| | LOAD IS OVER 50 SECTION 2010 FBC-B 1008.1.10 PANIC & |
| | FIRE HARDWARE. THE EXCEPTION #1 WILL ONLY EXEMPT THE |
| | MAIN ENTRY/ EXIT FROM PANCI HARDWARE SEE EXEMPTION. |
| | |
| | 3) THE STATE APPROVED PLANS ALSO INDICATE UNDER THE |
| | HEADING STRUCTURAL LOAD LIMITATIONS (8) THIS BUILDING |
| | IS NOT DESIGNED TO BE SUBMERGED IF LOCATED IN A FLOOD |
| | HAZARD AREA. THIS PROPOSED MANUFACTURED BUILDING WILL |
| | AS ILLUSTRATED, BE LOCATED IN A "AH" FLOODZONE THE BASE |
| | FLOOD ELEVATION OF 17'-0" NGVD PLUS AN ADDITIONAL 6 |
| | INCHES OF HEIGHT CITY REQUIREMENT SEE CITY MUIN CODE |
| | SECTION 94-546. FOR MANUFACTURED BUILDINGS AS WELL AS |
| | MOBILE HOMES, THIS ELEVATION IS TO THE UNDERSIDE OF THE |
| | CARRIAGE, NOT FINISH FLOOR. THE STATE APPROVED PLANS |
| | FOR THE FOUNDATION PAGE DOES NOT INCLUDE THE PRESSURES |
| | DUE TO MOVING WATER, A ENGINEERED FOUNDATION PLAN WILL |
| | BE REQUIRED. |
| | |
| | ***** NEW COMMENT.*****IMPORTANT!!!!!!!! A MORE |
| | RESTRICTIVE REQUIEMENT IS FOUND UNDER THE 2010 FBC-B |
| | 1612.4 DESIGN AND CONSTRUCTION. FLOOD HAZARD AREAS |
| | SHALL BE IN ACCORDANCE WITH CHAPTER 5 OF ASCE 7AND ASCE |
| | 24. WITHIN ASCE 24 TABLE 7-1 REQUIRES FOR A BUILDING |
| | WITH STRUCTURE CATEGORY II TO BE ABOVE THE BFE (BASE |
| | FLOOD ELEVATION) + 1FT. OR 18'-0" NGVD TO THE BOTTOM OF |
| | THE STRUCTURE. |
| | |
| | 3A) ANY ATTENDANT UTILITES, ELECTRIC & MECHANICAL |
| | EQUIPMENT WILL NEED TO BE LOCATED ABOVE THE 18'-0" NGVD |
| | ELEVATION.ASCE 24 TABLE 7-1. |
| | |
| | 3B) FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF |
| | ORDINANCES SECTION 94-546. STRUCTURE IS LOCATED IN AN |
| | "A" FLOOD ZONE. A (3) FLOOD ELEVATION CERTIFICATE WILL |
| | BE REQUIRED: |
| | 1) TO BE SUBMITTED FOR PERMIT REVIEW FOR THE PROPOSED |
| | ELEVATION, WITH NOTES!!!! |
| | 2) ONCE THE MANUFACTURED BUILDING IS ISNSTALLED |
| | 3) BEFORE THE ISSUANCE OF C.O. WITH ALL ASSOCIATED |
| | ELEVATIONS OF ANY ELECTRICAL OR MECHANICAL EQUIPMENT, |
| | WITH NOTES!!! |
| | |
| | FEMA FORM OMB NO. 1660-0008 EXPIRES: JULY 31,2015 |
| | FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR |
| | USE, EFFECTIVE AUGUST 1/ 2012, THROUGH JULY 31/ 2015. |
| | THE NEW EC WILL BE PHASED IN ON A VOLUNTARY BASIS UNTIL |
| | SEPTEMBER 30/ 2013. ALTHOUGH THE OLD VERSION OF THE |
| | FORM IS NO LONGER AVAILABLE FOR DISTRIBUTION, EXISTING |
| | COPIES MAY BE USED UNTIL SEPTEMBER 30/2013. ELEVATIONS |
| | CERTIFIED ON OR AFTER OCTOBER 1/2013, MUST BE SUBMITTED |
| | ON THE NEW FORM. |
| | |
| | ADDITIONAL INFORMATION ON THE DIFFERENCES, THE NEW |
| | FORM, AND INSTRUCTIONS ARE AVAILABLE AT: |
| | HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM |
| | |
| | 4) THE SITE PLAN SUBMITTED HAS AN ENLARGE DETAIL OF THE |
| | MODULAR BUILDING SITE, THE GRADES AROUND THE BUILDINGS |
| | HAS NOT BEEN PROVIDED NOR THE FINISH FLOOR HEIGHT OF |
| | THESE UNITS. SINCE THESE ARE MANUFACTURED BUILDINGS NOT |
| | DESIGNED TO BE IN FLOOD ZONES THE BOTTOM OF THE FRAMING |
| | MEMBERS HAVE TO BE ABOVE THE 18'-0" NGVD. THE DETAILS |
| | FOR WALKWAYS HAVE NOT PROVIDED GRADE ELEVATIONS, PLEASE |
| | PROVIDE THE GRADE ELEVATIONS AT THE BOTTOM OF THE |
| | STAIRS AND RAMPS AS WELL AS THE TOP LANDING AND THE |
| | PROPOSED FINISH FLOOR ELEVATION. ASCE 24 TABLE 7-1. |
| | |
| | THE CONCERN IS THE DETAILS SHOW ONLY A 30" RISE. IF THE |
| | RISE IS GREATER THAN 30 INCHES A MID LANDING WILL NEED |
| | TO BE INTRODUCE, THIS WILL AFFECT THE LAYOUT OF THE |
| | RAMP YSTEM. 2010 FBC-ACCESSIBILITY 405.6 RISE MAXIMUM |
| | OF 30 INCHES. |
| | |
| | 5A) ALSO OF CONCERN ON THE SITE PLANS, THE STATE |
| | APPROVED PLANS HAD AN OCCUPANT LOAD OF 26 ONLY |
| | REQUIRING ONE EXIT, WHEN IN REALITY THE OCCUPANT LOAD |
| | IS 80 OR MORE WHICH REQUIRES 2 EXITS FROM EACH |
| | MANUFACTURED BUILDINGS. THE SITE PLAN DOES SHOW A |
| | SECONDARY EXIT AND RAISED WALKWAY, WHAT THE PLANS DO |
| | NOT SHOW IS COMPLIANCE WITH 2010 FL ACC. CODE 207.1 |
| | GENERAL. MEANS OF EGRESS SHALL COMPLY WITH SECTION |
| | 1003.2.13 OF THE INTERNATIONAL BUILDING CODE (2000 |
| | EDITION AND 2001 SUPPLEMENT) OR SECTION 1007 OF THE |
| | INTERNATIONAL BUILDING CODE (2003 EDITION) |
| | (INCORPORATED BY REFERENCE, SEE ?REFERENCED STANDARDS? |
| | IN CHAPTER 1). |
| | 2003 IBC-B 1007.1 WHERE MORE THAN ONE EGRESS IS |
| | REQUIRED BY SECTION 1014.1 OR 1018.1 FROM ANY ACCESIBLE |
| | SPACE, EACH ACCESSIBLE PORTION OF THE SPACESHALL BE |
| | SERVED BY NOT LESS THAN 2 ACCESSIBLE MEANS OF EGRESS, |
| | THIS WILL MEAN AT LEAST 2 RAMPS PER BUILDING OR IF THE |
| | USE OF A 3RD RAMP IS A COMBINED |
| | OCCUPANT LOAD SHOW THE MINIMUM REQUIRED WIDTH FOR THE |
| | COMBINED LOADS. |
| | |
| | 5B) PLEASE SHOW THE ACCESSIBLE ROUTE FROM THE |
| | MANUCATRURED BUILDINGS CONNECTING THE REST OF THE |
| | CAMPUS. 2010 FBC-ACCESS. CODE 206.2.1 & 602.2.2. |
| | |
| | 6) STRUCTURAL SHEET S-1NOTE ARE ILLEGIBLE PLEASE |
| | PROVIDE A NEW PLAN, EVEN WHEN YOU ENLARGED PLANS ALSO |
| | WERE ILLEGIBLE. 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED. NOTE HOW WILL THE STAIRS, LANDINGS, RAISED |
| | WALKWAY AND RAMPS BE ANCHORED FOR COMPLIANCE IN A FLOOD |
| | ZONE FOR MIGRATING WATERS. |
| | |
| | 7) THE ENGINEERED FOUNDATIONS FOR THE MANUFACTURED |
| | BUILDINGS WILL ALSO NEED TO SHOW HOW THEY WILL RESIST |
| | FLOOD WATERS, THE UNKNOWN AT THIS TIME IS ALSO HOW HIGH |
| | WILL THE BLOCKS BE STACKED IN A STACKED DRY FOUNDATION? |
| | 1612.5 FLOOD HAZARD DOCUMENTATION. |
| | THE FOLLOWING DOCUMENTATION SHALL BE PREPARED AND |
| | SEALED BY A REGISTERED DESIGN PROFESSIONAL AND SHALL BE |
| | SUBMITTED TO THE BUILDING OFFICIAL: |
| | 2.1 THE ELEVATION OF THE BOTTOM OF THE LOWEST |
| | HORIZONTAL STRUCTURAL MEMBER AS REQUIRED BY THE |
| | FOUNDATION INSPECTION AND THE FINAL INSPECTION IN |
| | SECTION 110.3. |
| | 2.2 CONSTRUCTION DOCUMENTS SHALL INCLUDE A STATEMENT |
| | THAT THE BUILDING IS DESIGNED IN ACCORDANCE WITH ASCE |
| | 24, INCLUDING THAT THE PILE OR COLUMN FOUNDATION AND |
| | BUILDING OR STRUCTURE TO BE ATTACHED THERETO IS |
| | DESIGNED TO BE ANCHORED TO RESIST FLOTATION, COLLAPSE |
| | AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND |
| | FLOOD LOADS ACTING SIMULTANEOUSLY ON ALL BUILDING |
| | COMPONENTS, AND OTHER LOAD REQUIREMENTS OF CHAPTER 16. |
| | |
| | 8) 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. |
| | |
| | 9) 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 CAN NOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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| | 7) ITEMS THAT ARE NOT OF THE STATE APPROVAL ARE GUTTERS |
| | AND DOWN SPOUTS AND STAIRS, RAMPS AND LANDINGS AND |
| | FOUNDATIONS. THESE ITEMS WILL NEED PEDDS DOCUMENTS FROM |
| | THE DESIGNER OF RECORD FOR EACH OF THESE DOCUMENTS. |
| | NOTE THE STAIRS, RAMPS AND LANDINGS DO NOT SHOW HOW |
| | THEY ARE GOING TO BE ANCHORED, THESE ARE IN A FLOOD |
| | ZONE. ALSO NOTE SHEET S-1 NOTES ARE TO SMALL TO READ, |
| | WILL NOT SCAN. 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. |
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| | 8) PLEASE PROVIDE WHEN THESE BUILDINGS WILL BE OCCUPIED |
| | START DATE AND END DATE, THE BUILDING CODE DEFINITION |
| | FOR TEMPORARY IS 180 DAYS, IF LONGER THAN THIS IT IS |
| | CONSIDERED PERMANENT. MAY NEED TO BE REVIEWED FOR |
| | IMPACT FEES. |
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| | |
| | A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY. |
| | A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW |
| | COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE |
| | THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR |
| | PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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