| Date |
Text |
| 2017-08-18 15:58:29 | 2014 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17071006 |
| | ADD: 4375 EASLEY DR. / EAST CENTRAL WATER RECLAMATION |
| | FACILITY |
| | PROCESS WATER SYSTEM PROJECT |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: 561-835-7406 |
| | 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 LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: FRI./ AUGUST 18/2017 |
| | ACTION: DENIED |
| | |
| | 1) SHEET S-PWS-01 FOUNDATION NOTE F-2 , INDICATES TO |
| | USE THE GEOTECHNICAL REPORTS FROM THE BIOSOLIDS |
| | IMPROVEMENT PROJECT, BY DUNKELBURGER ENGINEERING AND |
| | TESTING DATED APRIL 10/ 2014 AND BY RADISE |
| | INTERNATIONAL DATED MARCH 26, 2014. PLEASE PROVIDE AN |
| | ADDENDUM BY EITHER COMPANY SIGNED AND SEALED STATING |
| | THESE REPORTS CAN BE USED FOR THIS PROJECT. NEITHER OF |
| | THE MENTIONED REPORTS DID BORINGS IN THE PROPOSED WORK |
| | AREA. |
| | |
| | 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE |
| | CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL |
| | IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO |
| | THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING |
| | OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A |
| | GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
| | |
| | 2) SHEET S-PWS-10 SHOWS A SECTION 1 SHOWS SECONDARY |
| | EFFLUENT TRANSFER PUMP STATION. NOTE 2 OF THIS PAGE |
| | INDICATES SEE DRILL LOCATION AND ELEVATION ON M |
| | DRAWINGS. M-PWS-10 SHOWS A SECTION B GIVING THE |
| | CENTERLINE OF THE PIPE AND ASSOCIATED HOLE AT AN |
| | ELEVATION 4.25. FINISH GRADE IS AT 25.00. PLEASE |
| | PROVIDE |
| | WHAT REQUIREMENTS ARE TO BE PUT IN PLACE FOR SAME |
| | GUARDING THE SURROUNDING STRUCTURES AS WELL AS THE |
| | DEWATERING REQUIRED TO GET A STABLE, DRY & WORKABLE |
| | GROUND AT ELEVATION 4.25 FT. ELEVATION. THIS SAME |
| | ELEVATION IS GOING TO BE REQUIRED TO BE A STABLE DRY |
| | GROUND FOR THE EXTENSION OF THE 48 INCH EFFLUENT PIPE. |
| | |
| | 2A) FBC-B 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. |
| | |
| | 2B) FBC-B 1805.1.3 GROUND-WATER CONTROL. THE DESIGN OF |
| | THE SYSTEM TO LOWER THE GROUND-WATER TABLE SHALL BE |
| | BASED ON ACCEPTED PRINCIPLES OF ENGINEERING THAT SHALL |
| | CONSIDER, BUT NOT NECESSARILY BE LIMITED TO, |
| | PERMEABILITY OF THE SOIL, RATE AT WHICH WATER ENTERS |
| | THE DRAINAGE SYSTEM, RATED CAPACITY OF PUMPS, HEAD |
| | AGAINST WHICH PUMPS ARE TO OPERATE AND THE RATED |
| | CAPACITY OF THE DISPOSAL AREA OF THE SYSTEM. |
| | |
| | 2C) THE PLANS ARE SILENT AS TO HOW THE GROUND IS TO BE |
| | HELD BACK WHEN THE WORK AREA WILL BE BELOW 4.25 FT. |
| | NGVD. WILL THE USE OF DRIVEN SHEET PILE BE USED IN THIS |
| | TYPE OF APPLICATION, TO HELP HOLD BACK WATER AND SOILS |
| | FROM LATERAL MOVEMENT, IF SO HOW MUCH TOE IS TO BE |
| | REQUIRED TO MAINTAIN SOILS SATIABILITY? |
| | |
| | 1810.3.1.4 DRIVEN PILES. DRIVEN PILES SHALL BE DESIGNED |
| | AND MANUFACTURED IN ACCORDANCE WITH ACCEPTED |
| | ENGINEERING PRACTICE TO RESIST ALL STRESSES INDUCED BY |
| | HANDLING, DRIVING AND SERVICE LOADS. |
| | |
| | 2D) THE ISSUE WITH THE AMOUNT OF EARTH TO BE REMOVED, |
| | THE LOCATION OF THE SURCHARGE IN RELATION TO THE |
| | EXCAVATION MAYBE A SAFETY CONCERN. FBC-B 3304.1.2 |
| | SURCHARGE. NO FILL OR OTHER SURCHARGE LOADS SHALL BE |
| | PLACED ADJACENT TO ANY BUILDING OR STRUCTURE UNLESS |
| | SUCH BUILDING OR STRUCTURE IS CAPABLE OF WITHSTANDING |
| | THE ADDITIONAL LOADS CAUSED BY THE FILL OR SURCHARGE. |
| | |
| | 3) RESIDENT INSPECTOR REQUIRED. (3) SETS OF PLANS. |
| | 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: |
| | |
| | 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II |
| | CONSTRUCTION |
| | 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS |
| | 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE |
| | STRENGTH (F ?C) IN EXCESS OF 3000 |
| | POUNDS PER SQUARE INCH |
| | 4. FOR PILE DRIVING |
| | 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR |
| | METHODS OF CONSTRUCTION |
| | |
| | 3A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL |
| | PARTIES NOTARIZED AND RETURNED TO THE BUILDING |
| | DEPARTMENT BEFORE PERMIT ISSUANCE. |
| | FORMS E-MAILED TO: [email protected] 08/18/2017 03:55 |
| | PM. |
| | |
| | 3B) 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. |
| | |
| | 3C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| | HISTORY FOR THIS TYPE OF CONSTRUCTION. |
| | |
| | 3D) 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. |
| | |
| | 3E) 2010/ 2014 WEST PALM BEACH AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION, |
| | 110.3.9 AND GUIDELINES AND POLICIES FOR PROJECTS |
| | CONCERNING RESIDENT INSPECTORS. COMMENT # 14. 3 COPIES |
| | OF ALL SHOP DRAWINGS (HANDRAILS, PRECAST JOINT AND |
| | SLABS, PRODUCT APPROVALS, TRUSSES, BAR JOIST, ETC.) |
| | MUST BE SUBMITTED TO THE BUILDING DEPARTMENT. TWO |
| | REVIEWED SETS OF DOCUMENTS WILL BE RETURNED TO THE JOB |
| | SITE BEFORE ANY OF THE ABOVE ARE INSTALLED ON THE JOB. |
| | |
| | 3F) 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. |
| | |
| | |
| | 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] |
| | |
| | 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 |
| | |
