Date |
Text |
2017-12-22 07:48:26 | 2014 FBC- BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 17120042 |
| ADD: 2410 METROCENTRE BLVD. |
| CONT: VERDEX CONSTRUCTION LLC |
| TEL: 561-440-1600 |
| E-MAIL: [email protected] |
| |
| 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
| |
| 2014 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| BUILDING CODE, BUILDING. |
| |
| 1ST REVIEW |
| DATE: FRI. DEC. 22/ 2017 |
| ACTION: DENIED |
| |
| 1) THE COVERSHEET LIST THIS BUILDING AS A BUSINESS |
| OCCUPANCY, CONSTRUCTION TYPE: III-B, FULLY SPRINKLERED |
| NFPA-13, 19,951 SQUARE FEET PER FLOOR AND A (4) STORY |
| BUILDING. |
| |
| THE 2014 FBC-B TABLE 503 UNDER HEIGHT AND AREA LIST FOR |
| A BUSINESS OCCUPANCY FOR A TYPE III-B BUILDING ONLY 3 |
| STORIES AND AN ALLOWABLE AREA PER FLOOR OF 19,000 |
| SQUARE FEET. THE PLANS ARE SILENT IF THE DESIGNER OF |
| RECORD HAS TAKEN ADVANTAGE OF GENERAL EXCEPTIONS TO: |
| |
| TABLE 503 SEE FOOTNOTE (A) |
| A. SEE THE FOLLOWING SECTIONS FOR GENERAL EXCEPTIONS TO |
| TABLE 503: |
| 1. SECTION 504.2, ALLOWABLE BUILDING HEIGHT AND STORY |
| INCREASE DUE TO AUTOMATIC SPRINKLER SYSTEM |
| INSTALLATION. |
| 2. SECTION 506.2, ALLOWABLE BUILDING AREA INCREASE DUE |
| TO STREET FRONTAGE. |
| 3. SECTION 506.3, ALLOWABLE BUILDING AREA INCREASE DUE |
| TO AUTOMATIC SPRINKLER SYSTEM INSTALLATION. |
| |
| PLEASE PROVIDE AREA INCREASES TAKEN UNDER FBC-B 506.1 |
| AND EQUATION 5-1. |
| |
| 2) THE COVERSHEET LIST THIS BUILDING AS A 4 STORY |
| THRESHOLD BUILDING. THRESHOLD BUILDING / 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. |
| |
| 2A) COMPLIED. 109.3.6.1 THRESHOLD INSPECTION PLAN. 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. |
| |
| 2B) 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. THE THRESHOLD INSPECTION FORMS |
| ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH |
| INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND |
| REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE |
| PLACE. |
| FORMS E-MAILED TO: [email protected] 12/22/2017 |
| 06:48 AM |
| |
| 2C) 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. |
| |
| 2D) 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. |
| |
| 2E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| HISTORY FOR THIS TYPE OF CONSTRUCTION. |
| |
| 2F) COMPLIED. NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS |
| ARE REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, |
| PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING |
| ISSUED, THE PERMIT LIBRARIAN WILL THEN 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 OTHER PLANS YOU WISH TO PRINT MAYBE |
| IN BLACK & WHITE.. |
| 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD |
| BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS |
| CONCERNING SPECIAL INSPECTORS. |
| |
| 2G) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES, |
| PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT |
| AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING |
| INSTALLATION SHALL BE SUPERVISED, INSPECTED AND |
| CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING |
| DOCUMENTS BY THE CONTRACTOR. |
| |
| 2H) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED |
| TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL |
| BUILDING INSPECTIONS FOR AUDITING OF JOBSITE |
| INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6 |
| MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY. |
| |
| 2I) 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. |
| |
| 3A) SHEET A6.1 AND DETAIL # 2 THE PLANS WILL NEED TO |
| SHOW COMPLIANCE WITH: |
| 2014 FBC-B 1009.9.3 ENCLOSURES UNDER INTERIOR |
| STAIRWAYS. THE WALLS AND SOFFITS WITHIN ENCLOSED USABLE |
| SPACES UNDER ENCLOSED AND UNENCLOSED STAIRWAYS SHALL BE |
| PROTECTED BY 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION |
| OR THE FIRE-RESISTANCE RATING OF THE STAIRWAY |
| ENCLOSURE, WHICHEVER IS GREATER. NOTE UNDER THE 2012 |
| IBC COMMENTARY. NO STORAGE ALLOWED EVEN FOR OPEN |
| STAIRS. |
| |
| 3B) THE NORTH STAIR PLAN SHOW 4X4 WOOD POST HOLDING UP |
| THE MID-LANDING AT STRINGERS, BUT IN THE CUT SECTION 2 |
| OF THE STAIRS, THE PLAN DOES NOT SHOW THE 4X4 POST. |
| 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| |
| 3C) SHEET A6.1 SHOWS IN DETAIL 4 THE STAIR GUARDRAIL |
| AND HAND RAIL. WHAT THIS DETAIL DOES NOT INDICATE HOW |
| THE GUARDRAIL IS TO BE ANCHORED INTO THE WOOD |
| STRINGERS, AND OR WOOD TREADS. SHOW COMPLIANCE WITH: |
| |
| FBC-B 1607.8.1 HANDRAILS AND GUARDS. HANDRAILS AND |
| GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 |
| POUNDS PER LINEAR FOOT (PLF) IN ACCORDANCE WITH SECTION |
| 4.5.1 OF ASCE 7. GLASS HANDRAIL ASSEMBLIES AND GUARDS |
| SHALL ALSO COMPLY WITH SECTION 2407. |
| |
| 3C)(1) 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS AND |
| GUARDS SHALL ALSO BE DESIGNED TO RESIST A CONCENTRATED |
| LOAD OF 200 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF |
| ASCE 7. |
| |
| 3C)(2) 1607.8.1.2 INTERMEDIATE RAILS. INTERMEDIATE |
| RAILS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND |
| PANEL FILLERS SHALL BE DESIGNED TO RESIST A |
| CONCENTRATED LOAD OF 50 POUNDS IN ACCORDANCE WITH |
| SECTION 4.5.1 OF ASCE 7. |
| |
| 3D) PLEASE REVIEW THE 3RD FLOOR HANDRAIL SYSTEM, THE |
| TRANSITION TO A HORIZONTAL POSITION STARTS AT THE 1ST |
| TREAD, THIS IS WRONG. THE SLOPE OF THE HANDRAIL IS TO |
| CONTINUE THE SLOPE FOR THE DEPTH OF ONE TREAD BEYOND |
| THE BOTTOM RISER. PLEASE REVIEW FBC-B 1012.6 HANDRAIL |
| EXTENSIONS. |
| |
| 4) 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. |
| |
| JAMES A. WITMER BN, PX, CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| DEPARTMENT |
| 401 CLEMATIS ST. |
| WEST PALM BEACH. FL 33402 |
| TEL: 561-805-6715 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
| |
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