Date |
Text |
2012-02-09 09:53:58 | BUILDING PLAN REVIEW |
| PERMIT: 12010646 |
| ADD: 315 S FLAGLER |
| CONT: THE WHITING TURNER CO |
| TEL: (954)776-0800 |
| |
| 2007 FLORIDA BUILDING CODE W/ 2009 FBC SUPPLEMENTS |
| * WEST PALM BEACH AMENDMENTS |
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| 2007 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. |
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| 1ST REVIEW |
| ACTION: DENIED |
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| 1) ONLY THE COVER SHEET OF THE A SHEETS ARE SEALED. |
| PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS |
| PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR |
| PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE |
| DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT. |
| FL ADMIN CODE 61G16.003 ARCHITECTS |
| |
| 2) 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. |
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| 109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A SPECIAL |
| INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A |
| THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION |
| PLAN (WRITTEN) 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. |
| |
| 3) 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. |
| CONTACT KEN CONRAD MANAGER OF THE SPECIAL INSPECTOR |
| PROGRAM AT (561)805-6666 FOR FURTHER INFORMATION |
| BEFORE THE PERMIT MAY BE ISSUED. |
| |
| 4) THRESHOLD BLDG, REQUIRED STATEMENT: |
| W.P.B. AMENDMENT 109.3.6.4.4 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 PR 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. |
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| 5) THREE SETS OF ALL DOCUMENTS ARCHITECTURAL & |
| STRUCTURAL IN NATURE, THE THRD SET BEING FOR THE |
| THRESHOLD INSPECTOR AND RECORDS. |
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| 6) NOTE: 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. |
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| 7) A HOLD WILL BE PUT ON THIS PROJECT UNTIL THESE ITEMS |
| ARE COMPLETED AS REQUESTED BY THE CHIEF BUILDING |
| INSPECTOR KEN CONRAD: |
| |
| 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. |
| |
| 7A) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| HISTORY FOR THIS TYPE OF CONCRETE RESTORATION. |
| THIS MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN |
| CONRAD: [email protected] |
| |
| 7B 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] |
| |
| 8) SHEET S-1 STRUCTURAL NOTE # 2 AS WELL AS FBC-B |
| 1802.4-6 INVESTIGATION, SOIL BORING & SAMPLING AND |
| REPORTS ARE REQUIRED TO DETERMINE THE SOILS MINIMUM |
| SAFE BEARING VALUE. |
| SHEET S-2 DOES INDICATE SOIL STABILIZATION AS WELL. |
| |
| 9) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE |
| REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND |
| APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO |
| SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
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| 10) THE FOLLOWING LIST OF PRODUCT TYPES REQUIRE PRODUCT |
| APPROVALS: |
| PLEASE PROVIDE 3 COPIES OF EACH REQUIRED (1) FOR THE |
| THRESHOLD INSPECTOR) |
| 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.EXTERIOR SWING, INTERIOR SWING & |
| ELECTRONIC BY-PASS |
| (B) WINDOWS/ MULLIONS IF NOT INCLUDED WITH IN THE |
| REPORT |
| (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 |
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| 11) SHEET S-3 EITHER PRODUCT TESTING REPORT OR SHOP |
| DRAWINGS FOR THE SUSPENDED PARTITION RAIL BEAM SYSTEM |
| TO BE REVIEWED BY THE DESIGNER OF RECORD. |
| FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| SHOP DRAWINGS ETC... |
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| 12A) PLEASE REVIEW SHEET S-5 DETAIL # 1 ELEVATOR PIT/ |
| FOUNDATION DETAIL, BUILDING IS MAKING THIS COMMENT ONLY |
| BECAUSE THE SUMP PIT IS INDICATED ON THE BUILDING |
| (STRUCTURAL SHEETS). FBC-PLUMBING SECTION 712.3.2 |
| REQUIRES THE SUMP PIT TO BE NOT LESS THAN 18 INCHES |
| WIDE AND 24 INCHES DEEP. |
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| 12B) SHEET A2.2 DETAIL 3. THE OTHER CONCERN IS IF THIS |
| ELEVATOR IS TO BE A HYDROLIC UNIT, HYDROLIC FLUID LEAKS |
| AND OR FAILURES AND THE OILS BEING DELIVERED DIRECTLY |
| INTO THE SANITARY SEWER. THE PLUMBING REVIEWER WILL |
| ELABORATE FURTHER ON THIS ISSUE. |
| |
| 13) SHEET A0.1 THE GROUND FLOOR INDICATES CORRIDOR # |
| 001 TO BE A 1-HOUR FIRE RATED CORRIDOR, SHEET A0.2 THE |
| MAIN ENTRY COORIDOR # 102 COMMUNICATES WITH THE FIRST |
| FLOOR WITH THE NEW OPENING-OPEN TO RECEPTION BELOW |
| WHICH WOULD REQUIRE THE FIRST FLOOR CORRIDOR TO ALSO BE |
| 1 HOUR FIRE RATING. THE SECOND ISSUE WITH THIS SAME |
| CORRIDOR IS THAT CORRIDOR # 102 ADJOINS WITH CORRIDOR # |
| 119 & 121WHICH ARE THE EXIT ACCESS CORRIODORS FOR THE |
| CHAPEL AN A-3 OCCUPANCY WHICH WILL REQUIRE A 1 HOUR |
| FIRE RATING PER FBC-B TABLE 1017.1 & OPENING |
| PROTECTIVES PER FBC-B TABLE 715.4. |
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| 14) SHEET A0.1 STAIRWELL # 1 OPENS INTO THE BUILDING, |
| NOT EXITING TO THE EXTERIOR OF THE BUILDING, THIS IS |
| PART OF THE REQUIRED MEANS OF EGRESS THAT WOULD NEED TO |
| COMPLY WITH : |
| FBC-B 707.2 SHAFT ENCLOSURES REQUIRED. |
| FBC-B 1020.1 ENCLOSURES REQUIRED. |
| FBC-B 1024.1 EXIT DISCHARGE |
| THERE APPEARS TOO BE TWO ISSUES: |
| 14A) THE NEWLY CREATED HOLE THROUGHTHE FLOOR CREATING A |
| 2 STORY ATRUIM |
| |
| 14B) STAIRWAY # 1 DUMPING INTO THE BUILDING AND NOT |
| MEETING THE REQUIREMENTS OF EXIT DISCHARGE LISTED |
| ABOVE. |
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| 15) SHEET A0.1 BOTH OF THE CONTINUEING CORRIDORS 113 & |
| 122 WOULD NEED TO BE 1 HOUR FIRE RATED TO THE VERTICAL |
| EXIT STAIR ENCLOSURE. FBC-B TABLE 1017.1 & OPENING |
| PROTECTIVES PER FBC-B TABLE 715.4. |
| |
| 16) SHEET A1.11 GENERAL STORAGE ROOM # 016 THE NEW RAMP |
| INDICATES THE USE OF A NEW GUARD RAIL BUT PLANS DO NOT |
| INDICATE THE USE OF A HANRAIL ON THE OPPOSITE SIDE. |
| FBC-B 1012.1. |
| |
| 17) SHEET A1.11 THE GENERAL STORAGE ROOM # 016 THE |
| EXTERIOR DOOR # 016A IS MISSING THE 18" MANEUVERING |
| CLEARENCES PULL SIDE OF DOOR. FBC-B 11-4.13.6. |
| |
| 18) A1.11 DOOR # 021 DOES NOT APPEAR TO HAVE THE |
| REQUIRED 18 INCHES ON THE LATCH SIDE OF THE DOORWAY, |
| THE CORRIDOR IS ONLY 5 FEET WIDE. 11-4.13.6. |
| MANEUVERING CLEARENCES. |
| |
| 19) SHEET A1.11 DOOR # 026 TO THE MECHANICAL ROOM DOES |
| NOT APPEAR TO HAVE THE REQUIRED 18 INCHES ON THE LATCH |
| SIDE OF THE DOORWAY. 11-4.13.6. MANEUVERING CLEARENCES. |
| |
| 20) SHEET A1.11 ROOM 043 THE ENVIROMENTAL SERVICES |
| DIRECTOR ROOM, THE CORRIDOR IN FRONT OF THIS ROOM IS A |
| RATED CORRIDOR, THE CORRIDOR TURNS INTO AN EXTERIOR |
| WALL ON THE ONE SIDE BUT THE SIDE CLOSEST TO ROOM # 043 |
| IS NO LONGER INDICATED AS A RATED CORRIDOR. |
| |
| 21) SHEET A1.12 COORIDOR # 111 IS NOT GIVEN A WIDTH |
| DIMENSION, DOOR # 111 MAY NOT HAVE THE 18" ONTHE PULL |
| SIDE OF THE DOOR. 11-4.13.6. |
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| 22) SHEET A3.12 DETAIL# 3 PLEASE PROVIDE MANUFACTURERS |
| SPEC ON SUN SCREEN CANOPY, DOES IT COMPLY WITH WIND |
| DESIGNS FBC-B 3105.4. |
| |
| 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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