| Date |
Text |
| 2016-03-10 14:53:12 | BUILDING PLAN REVIEW/ UV PROCESS BUILDING |
| | W. P. B. PERMIT: 16020490 |
| | ADD: 1009 BANYAN BLVD. |
| | CONT: TBD/ HEATH R. WINTZ |
| | TEL: ????????? |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: MON. MARCH 04/2016 |
| | ACTION: DENIED |
| | |
| | 1) THIS PROJECT WILL NEED A RESIDENT INSPECTOR FOR THE |
| | WORK TO BE PERFORMED UNDER THIS PERMIT. 2014 FLORIDA |
| | BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION |
| | 110.3.9 OTHER INSPECTIONS SERVICES. THE BUILDING |
| | OFFICIAL MAY MAKE, OR CAUSE TO BE MADE BY OTHERS, THE |
| | INSPECTIONS REQUIRED BY SECTION 109. HE/SHE MAY ACCEPT |
| | REPORTS OF INSPECTORS OF RECOGNIZED INSPECTION |
| | SERVICES, PROVIDED THAT AFTER INVESTIGATION HE/SHE IS |
| | SATISFIED AS TO THEIR QUALIFICATIONS AND RELIABILITY. A |
| | CERTIFICATE CALLED FOR BY ANY PROVISION OF THE |
| | TECHNICAL CODES SHALL NOT BE BASED ON SUCH REPORTS |
| | UNLESS THE SAME ARE IN WRITING AND CERTIFIED BY A |
| | RESPONSIBLE OFFICER OF SUCH SERVICE. THE BUILDING |
| | OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY AN INSPECTION |
| | SERVICE IN THE FOLLOWING INSTANCES: |
| | FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR |
| | METHODS OF CONSTRUCTION, AUGER CAST PILE/ GRADE BEAMS |
| | BUILDINGS WITH WELDED OR BOLTED STEEL MEMBERS. |
| | |
| | |
| | 1A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL |
| | PARTIES NOTARIZED AND RETURNED TO THE BUILDING |
| | DEPARTMENT. FORMS SENT TO: [email protected] |
| | 03/09/2016 11:14 AM. |
| | |
| | 1B) FOR THE RESIDENT 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 |
| | |
| | 1C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| | HISTORY FOR THIS TYPE OF CONSTRUCTION. |
| | |
| | 1D) NOTE FOR 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 RESIDENT INSPECTOR, THE OTHER FOR THE MEP |
| | INSPECTORS. |
| | |
| | 1E) 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. |
| | |
| | 2) SHEET 116GS-14 INDICATES THE USE OF 14 INCH AGER |
| | CAST PILE. NO DEPTH INFORMATION IS GIVEN AS TO THE |
| | LENGTH OF THE PILE. SHEET 103GS-1 DOES HAVE NOTES UNDER |
| | THE HEADING ACIP PILE CAPACITIES DESIGN WORKING LOAD |
| | ALL LOADING INFORMATION OF THE AUGER CAST PILE ARE |
| | UNKNOWNS MARKED BY XX.XX. THE SOILS REPORT THAT WAS |
| | COMPLETED BY ARDAMAN & ASSOCIATES DOES NOT MENTION THE |
| | USE OF AUGER CAST PILE. IT SEAMS THERE ARE SOME |
| | UNKNOWNS THAT WILL NEED TO BE ESTABLISHED FOR THE |
| | DESIGN VALUES FOR THE AUGER CAST PILES. WILL THERE BE A |
| | GEOTECHNICAL ENGINEER ON SITE TO LOG THE DATA FOR THE |
| | AUGER CAST PILE? WHO WILL IT BE, NOTHING MENTIONED IN |
| | THE STRUCTURAL SHEETS? 2014 FBC-B 1810.2 ANALYSIS. THE |
| | ANALYSIS OF DEEP FOUNDATIONS FOR DESIGN SHALL BE IN |
| | ACCORDANCE WITH SECTIONS 1810.2.1 THROUGH 1810.2.5. |
| | |
| | 1810.3.3.1.7 LOAD-BEARING CAPACITY. |
| | DEEP FOUNDATION ELEMENTS SHALL DEVELOP ULTIMATE LOAD |
| | CAPACITIES OF AT LEAST TWICE THE DESIGN WORKING LOADS |
| | IN THE DESIGNATED LOAD-BEARING LAYERS. ANALYSIS SHALL |
| | SHOW THAT NO SOIL LAYER UNDERLYING THE DESIGNATED |
| | LOAD-BEARING LAYERS CAUSES THE LOAD-BEARING CAPACITY |
| | SAFETY FACTOR TO BE LESS THAN TWO. |
| | |
| | 3) SOILS REPORT BY ARDAMAN & ASSOCIATES ON PAGE 3 OF 8 |
| | DOES INDICATE THE USE OF SHEET PILES AT NEARBY |
| | STRUCTURES AND PIPELINES AND THE RISK ASSOCIATED WITH |
| | DRIVEN SHEET PILE AND RECOMMENDS THE PUSHING THE SHEETS |
| | INTO THE GROUND RATHER THAN THE VIBRATING THEM INTO |
| | PLACE. THE SOILS REPORT DOES NOT INDICATE HOW MUCH TOE |
| | OR EMBEDMENT WILL BE REQUIRED TO KEEP THE SOILS FROM |
| | SHIFTING? |
| | |
| | FBC-B 1803.5.7 EXCAVATION NEAR FOUNDATIONS. WHERE |
| | EXCAVATION WILL REMOVE LATERAL SUPPORT FROM ANY |
| | FOUNDATION, AN INVESTIGATION SHALL BE CONDUCTED TO |
| | ASSESS THE POTENTIAL CONSEQUENCES AND ADDRESS |
| | MITIGATION MEASURES. |
| | |
| | 1804.1 EXCAVATION NEAR FOUNDATIONS. |
| | EXCAVATION FOR ANY PURPOSE SHALL NOT REMOVE LATERAL |
| | SUPPORT FROM ANY FOUNDATION WITHOUT FIRST UNDERPINNING |
| | OR PROTECTING THE FOUNDATION AGAINST SETTLEMENT OR |
| | LATERAL TRANSLATION. |
| | |
| | 4) SOILS REPORT BY ARDAMAN & ASSOCIATES ON PAGE 2 OF 8 |
| | DOES INDICATE THE USE OF WELL POINTS. PLEASE PROVIDE |
| | ENGINEERING AND DEWATERING PLANS FOR THE WELL POINT |
| | SYSTEM, QUANTITIES OF WATER TO BE DISCHARGED DAILY, |
| | PROPOSED DISCHARGE POINT AND HOW WILL THE WATERS BE |
| | DISPENSED FROM THE WELL POINTS TO NOT FILTER INTO THE |
| | WATERS OF CLEAR LAKE? HAVE PERMITS BEEN SECURED THROUGH |
| | FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION? |
| | 107.2.1.3 ADMINISTRATIVE CODE. CLEAR WATERS ACT. |
| | |
| | 5) THE ARCHITECTURAL SHEETS BY SONG & ASSOCIATES ARE |
| | NOT SIGNED AND SEALED NOR ARE THE STRUCTURAL SHEETS |
| | DESIGNED BY MWH. |
| | 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 |
| | |
| | FL ADMIN CODE 61G15-23.002 ENGINEERS/ EFFECTIVE DATE |
| | 05/06/2009 |
| | |
| | 6) SHEET 090-17A-2 LIFE SAFETY : |
| | 6A) THIS SHEET SHOWS THE USE OF SODIUM HYPOCHLORITE DAY |
| | TANK (A H3 HIGH HAZARD CLASS 3). PLEASE CONFIRM HOW |
| | MANY GALLONS THE DAY TANK CAN HOLD? AND THE TYPE OF |
| | MATERIALS THIS TANK IS MADE FROM? FBC-B 415.9 |
| | |
| | 6B) THE ROOM INDICATES A 12 INCH CURB FOR A SECOND |
| | MEANS OF CONTAINMENT, HOW MANY GALLONS OF LIQUID WILL |
| | THIS AREA HOLD? FBC-B415.8.2.4. LEAKAGE CONTAINMENT. |
| | |
| | 6C) PLEASE PROVIDE THE MSDS SHEETS FOR THE CHEMICAL OF |
| | SODIUM HYPOCHLORITE. ADDITIONAL INFORMATION IS |
| | REQUIRED. 107.2.1.3. |
| | |
| | 7) THE LIFE SAFETY SHEET SHOWS THE INTERIOR WALLS |
| | HAVING A 3 HOUR RATING, PLEASE PROVIDE WHAT MAKES UP |
| | THE 3 HOUR FIRE RATING? FBC TABLE 722.3.2.? |
| | |
| | 8) SHEET 091_17A-3. EXIT DOOR TO THE ELECTRICAL ROOM |
| | DOOR # 17-04B . THE DOOR SCHEDULE |
| | (SHEET 088_GA-4) DOES NOT PROVIDE ANY INFORMATION AS TO |
| | HARDWARE TYPE. COMPLIANCE WITH 2014 FBC-B 1008.1.10 |
| | PANIC HARDWARE CANNOT BE DETERMINED. ELECTRICAL ROOMS |
| | WITH EQUIPMENT RATED 1,200 AMPERES OR MORE AND OVER 6 |
| | FEET (1829 MM) WIDE THAT CONTAIN OVERCURRENT DEVICES, |
| | SWITCHING DEVICES OR CONTROL DEVICES WITH EXIT OR EXIT |
| | ACCESS DOORS SHALL BE EQUIPPED WITH PANIC HARDWARE OR |
| | FIRE EXIT HARDWARE. THE DOORS SHALL SWING IN THE |
| | DIRECTION OF EGRESS TRAVEL. |
| | 9) SHEET 133_17S-7 THIS SHEET INDICATES THE |
| | INSTALLATION OF SKYLIGHTS WITH DETAIL S-551. PLEASE |
| | PROVIDE WHERE THIS DETAIL IS PROVIDED IN THE PLANS. |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | 10) SHEET 137_17S-11 SHOWS A LADDER TO THE ROOF WITH |
| | ROOF TOP ACCESS HATCH. PLEASE PROVIDE DETAILS FOR THE |
| | ROOF TOP LADDER. SHOW COMPLIANCE WITH: 1509.6.4. |
| | 11) PLEASE SUPPLY THE PRODUCT APPROVALS FOR COMPLIANCE |
| | WITH: 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.4.1 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 |
| | (F) SKYLIGHTS |
| | |
| | 12) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| | RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 13) FOR ALL PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE |
| | OPENING WIDTH & HEIGHT, TYPE OF GLAZING, MULLION |
| | INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE |
| | PRESSURES FOR EACH OPENING SIXE. |
| | |
| | 14) FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL |
| | ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR |
| | ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS, |
| | IF ENHANCED FASTENING IS ALLOWED. IF SO RAS 117 |
| | CALCULATIONS ARE REQUIRED BY EITHER A FLORIDA ARCHITECT |
| | OR ENGINEER. |
| | |
| | 15) FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS, |
| | DETAILED ATTACHMENT TO THE ROOF DECK AS WELL AS FROM |
| | THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. 2014 |
| | FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS? |
| | |
| | 16) 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 CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | DEVELOPMENT SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
| | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 |
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