| 2015-04-24 17:03:53 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15040340 |
| | ADD: 1701 S. FLAGLER DR. SUITE # 1006 |
| | CONT: KASICA INTERIOR CONSTRUCTION INC./ CARPENTRY |
| | CONTRACTOR |
| | TEL: (561) |
| | E-MAIL: |
| | |
| | 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. |
| | |
| | IMPORTANT NOTICE: EFFECTIVE JUNE 01, 2015 |
| | ALL PERMIT APPLICATION PLAN REVIEWS WILL BE PERFORMED |
| | ELECTRONICALLY |
| | UPON APPLICATION AND FEE PAYMENT DESIGN DOCUMENTS |
| | SUBMISSION OPTIONS ARE AS FOLLOWS: |
| | 1 UPLOAD VIA THE PROJECT DOX PORTAL WITH DIGITAL |
| | SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE |
| | THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT |
| | 2 INCLUDE ON A CD IF DESIGN PROFESSIONAL DIGITAL |
| | SIGNATURES ARE PROVIDED AS REQUIRED; USE THE REQUIRED |
| | NAMING CONVENTION FOR EACH DOCUMENT |
| | 3 INCLUDE ON A CD WITH ONE SET OF TRADITIONAL PAPER |
| | DESIGN DOCUMENTS SIGNED AND SEALED AS REQUIRED; USE THE |
| | REQUIRED NAMING CONVENTION FOR EACH DOCUMENT |
| | 4 ONE SET OF TRADITIONAL PAPER DESIGN DOCUMENTS SUBJECT |
| | TO ADMINISTRATIVE FEES TO DIGITIZE THE DOCUMENTS |
| | ADDITIONAL INFORMATION WILL BE PROVIDED WHEN IT BECOMES |
| | AVAILABLE. |
| | |
| | 1ST REVIEW |
| | DATE: FRI. APRIL 24/ 2015 |
| | ACTION: DENIED |
| | |
| | 1) KASICA INTERIOR CONSTRUCTION INC./ CARPENTRY |
| | CONTRACTOR IS NOT LICENSE TO DO HIS WORK. SPECIALTY |
| | CONTRACTOR STANDARDS |
| | "SPECIALTY CONTRACTORS" ARE THOSE WHO CAN QUALIFY WITH |
| | A MINIMUM OF THREE YEARS EXPERIENCE, 1-1/2 YEARS OF |
| | WHICH MUST BE IN A SUPERVISORY CAPACITY, WHO SPECIALIZE |
| | IN ONE OR MORE OF THE CRAFTS OF THE BUILDING |
| | CONSTRUCTION AND RELATED CONTRACTING TRADES. A |
| | CERTIFIED SPECIALTY CONTRACTOR SHALL BE ABLE TO |
| | SUBCONTRACT ANY WORK INCIDENTAL TO THE WORK OF THEIR |
| | SPECIALTY CERTIFICATION. INCIDENTAL-FOR THE PURPOSE OF |
| | THIS DOCUMENT INCIDENTAL SHALL MEAN WORK OF A NATURE |
| | EXPECTED TO BE REQUIRED IN THE PERFORMANCE OF A |
| | CONTRACT. SUCH WORK SHALL NOT BE THE PRIMARY PURPOSE OF |
| | THE CONTRACT NOR EXCEED 49% OF THE TOTAL PRIME |
| | CONTRACT. |
| | |
| | CARPENTRY CONTRACTORS ARE THOSE WHO HAVE THE KNOWLEDGE |
| | AND SKILL TO INSTALL, MAINTAIN, REPAIR, ALTER OR EXTEND |
| | ANY WOOD PRODUCTS AND THEIR REPLACEMENT PRODUCTS IN OR |
| | ON A BUILDING INCLUDING, BUT NOT LIMITED TO, ROUGH |
| | FRAMING, STRUCTURAL AND NONSTRUCTURAL TRUSSES, |
| | CONVENTIONAL RAFTERS, METAL FRAMING, AND WOODEN |
| | FENCING; ALSO INCLUDES THE WORK OF THE CARPENTRY-FINISH |
| | CONTRACTOR. |
| | |
| | 2) KASICA INTERIOR CONSTRUCTION INC./ CARPENTRY |
| | CONTRACTOR IS NOT LICENSE TO DESIGN IN HIGH RISE |
| | CONSTRUCTION. 107.3.4.3 CERTIFICATIONS BY CONTRACTORS |
| | AUTHORIZED UNDER THE PROVISIONS OF SECTION 489.115 |
| | FLORIDA STATUTES, SHALL BE CONSIDERED EQUIVALENT TO |
| | SEALED PLANS AND SPECIFICATIONS BY A PERSON LICENSED |
| | UNDER CHAPTER 471, FLORIDA STATUTES, OR CHAPTER 481 |
| | FLORIDA STATUTES, BY LOCAL ENFORCEMENT AGENCIES FOR |
| | PLANS REVIEW FOR PERMITTING PURPOSES RELATING TO |
| | COMPLIANCE WITH THE WIND-RESISTANCE PROVISIONS OF THE |
| | CODE OR ALTERNATE METHODOLOGIES APPROVED BY THE FLORIDA |
| | BUILDING COMMISSION FOR ONE AND TWO-FAMILY DWELLINGS. |
| | LOCAL ENFORCEMENT AGENCIES MAY RELY UPON SUCH |
| | CERTIFICATION BY CONTRACTORS THAT THE PLANS AND |
| | SPECIFICATIONS SUBMITTED CONFORM TO THE REQUIREMENTS OF |
| | THE CODE FOR WIND RESISTANCE. UPON GOOD CAUSE SHOWN, |
| | LOCAL GOVERNMENT CODE ENFORCEMENT AGENCIES MAY ACCEPT |
| | OR REJECT PLANS SEALED BY PERSONS LICENSED UNDER |
| | CHAPTERS 471,481 OR 489, FLORIDA STATUTES. |
| | |
| | 3)SHEET 1.1 DESIGN PARAMETERS. |
| | 3A) THE WIND DESIGN IS DESIGNED TO THE WRONG ASCE 7-05. |
| | THE CURRENT CODE REQUIRES HIGH-RISE STRUCTURES TO BE |
| | DESIGNED TO ASCE 7-10. 2010 FBC-B 1609.1.1. |
| | |
| | 3B) THE PLANS INDICATE THE PLANS WERE DESIGNED TO THE |
| | 2010 FBC RESIDENTIAL CODE, THE RESIDENTIAL CODE IS FOR |
| | 1 & 2 FAMILY DWELLINGS. CONDOMINIUM ARE COMMENRCIAL AND |
| | DESIGNED UNDER THE 2010 FBC-BUILDING. |
| | |
| | 3C) OCCUPANCY TYPE STATES R3 / CONDOMINIUM. PLEASE |
| | REVIEW THE 2010 FBC-B SECTION 310 R-2 IS CONDOMINIUM/ |
| | APARTMENT HOUSES. |
| | |
| | 4) THE WIND DESIGN CRITERIA ALSO STATES THE WIND |
| | EXPOSURE TO BE A "C" EXPOSURE. 2010 FBC-B 1609.1.1 |
| | DETERMINATION OF WIND DESIGN- CHAPTER 6 OF ASCE 7-10. |
| | AN EXPOSURE CATEGORY SHALL BE DETERMINED IN ACCORDANCE |
| | WITH 1609.4.3 & ASCE 7-10. 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. |
| | |
| | 5) THE SUBMITTED PRODUCT APPROVALS FOR SLIDDING GLASS |
| | DOORS ARE NOT CIRCLED FOR HEIGHT, WIDTH, TYPE OF |
| | GLAZING, TRACK HEIGHT, TYPE OF ANCHOR AND ASSOCIATED |
| | PRESSURES IF REINFORCING IS REQUIRED IN STYLES ETC... |
| | 107.2.4 EXTERIOR WALL ENVELOPE. CONSTRUCTION DOCUMENTS |
| | FOR ALL BUILDINGS SHALL DESCRIBE THE EXTERIOR WALL |
| | ENVELOPE IN SUFFICIENT DETAIL TO DETERMINE COMPLIANCE |
| | WITH THIS CODE. THE CONSTRUCTION DOCUMENTS SHALL |
| | PROVIDE DETAILS OF THE EXTERIOR WALL ENVELOPE AS |
| | REQUIRED. |
| | |
| | 6) 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.. |
| | |
| | 7) THE PLANS INDICATE THE FLOORS ARE GOING TO BE |
| | REPLACED AND NEEDING SOUND INSULATION, PLEASE COMPLY |
| | WITH: |
| | BLDG TYPE: TYPE I/ TYPE II FLOOR INSULATION |
| | |
| | 7A) FBC-B 2010 1207.3 STRUCTURE-BORNE SOUND. |
| | FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR |
| | BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA |
| | WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION |
| | CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD |
| | TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492. |
| | |
| | 7B) FBC-B 2010 1207.2 1207.2 AIR-BORNE SOUND. |
| | WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES |
| | SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM |
| | PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION |
| | CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) |
| | FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM |
| | E 90. |
| | |
| | 7C) FLAME SPREAD- FBC-B 2010 603.1.2 EXCEPTION 2. |
| | INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID |
| | DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED |
| | TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200. |
| | |
| | FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS |
| | A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL |
| | MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A |
| | MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. |
| | |
| | 703.4 NONCOMBUSTIBILITY TESTS. |
| | THE TESTS INDICATED IN SECTIONS 703.4.1 AND 703.4.2 |
| | SHALL SERVE AS CRITERIA FOR ACCEPTANCE OF BUILDING |
| | MATERIALS AS SET FORTH IN SECTIONS 602.2, 602.3 AND |
| | 602.4 IN TYPE I, II, III AND IV CONSTRUCTION. THE TERM |
| | ?NONCOMBUSTIBLE? DOES NOT APPLY TO THE FLAME SPREAD |
| | CHARACTERISTICS OF INTERIOR FINISH OR TRIM MATERIALS. A |
| | MATERIAL SHALL NOT BE CLASSIFIED AS A NONCOMBUSTIBLE |
| | BUILDING CONSTRUCTION MATERIAL IF IT IS SUBJECT TO AN |
| | INCREASE IN COMBUSTIBILITY OR FLAME SPREAD BEYOND THE |
| | LIMITATIONS HEREIN ESTABLISHED THROUGH THE EFFECTS OF |
| | AGE, MOISTURE OR OTHER ATMOSPHERIC CONDITIONS. |
| | |
| | 703.4.1 ELEMENTARY MATERIALS. |
| | MATERIALS REQUIRED TO BE NONCOMBUSTIBLE SHALL BE TESTED |
| | IN ACCORDANCE WITH ASTM E 136. |
| | |
| | 703.4.2 COMPOSITE MATERIALS. |
| | MATERIALS HAVING A STRUCTURAL BASE OF NONCOMBUSTIBLE |
| | MATERIAL AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 703.4.1 WITH A SURFACING NOT MORE THAN 0.125 INCH (3.18 |
| | MM) THICK THAT HAS A FLAME SPREAD INDEX NOT GREATER |
| | THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL |
| | 723 SHALL BE ACCEPTABLE AS |
| | NONCOMBUSTIBLE MATERIALS. |
| | |
| | 8) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & 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. |
| | |
| | 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] |
| | |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | CONSTRUCTION SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
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