| 2015-07-13 09:50:52 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15060551 M1-M4 SLUDGE PUMPING & |
| | BOILER/ GAS HANDILING BUILDING |
| | ADD: 4395 EASLEY ST. |
| | CONT: TBD/ TO BE DETERMINED |
| | CONTACT: KURT PFEFFER, P. E. |
| | TEL: (561)997-8070 |
| | E-MAIL: [email protected] |
| | |
| | 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. |
| | |
| | 1ST REVIEW |
| | DATE: MON. JULY06/ 2015 |
| | ACTION: DENIED |
| | |
| | NOTE: SPECIFICATION BOOKS WILL NOT BE REVIEWED AS PART |
| | OF ANY PLAN REVIEW IF SUBMITED THEY GET STAMPED VOID. |
| | |
| | 1) PLEASE EITHER REMOVE THE INDEX SHEETS 0002-6-GEN.02 |
| | THROUGH 0005-6-GEN.05 OR VOID THEM OUT THEY ARE OF NO |
| | USE TO THIS PROJECT THE WAY IT WAS SUBMITTED. THE PLANS |
| | DO NOT FOLLOW THE INDEX BEING BROUGHT IN BY BUILDING |
| | TYPES. 107.2.1.4 QUALITY OF BUILDING PLANS. |
| | |
| | 2) SHEET 0241-S GEN-01 GENERAL STRUCTURAL NOTES, NOTE |
| | G-3 PLEASE NOTE CORRECT PALM BEACH COUNTY AMENDMENTS, |
| | THE CITY OF WEST PALM BEACH IS UNDER HOME RULE AND THE |
| | CITY HAS ITS OWN CHAPTER 1 AMENDMENTS. 2010 WEST PALM |
| | BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER |
| | 1, ADMINISTRATION. |
| | |
| | 3A) THIS PERMIT WILL REQUIRE A RESIDENT INSPECTOR. |
| | PLEASE REVIEW 2010 WEST PALM BEACH AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1, SECTION 2010 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 |
| | 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE |
| | FOOT |
| | 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT |
| | 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR |
| | METHODS OF CONSTRUCTION |
| | |
| | 3B) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL |
| | PARTIES NOTARIZED AND RETURNED TO THE BUILDING |
| | DEPARTMENT. |
| | FORMS E-MAILED TO: [email protected] THURS. |
| | JULY 02/2015 07:25 AM. |
| | |
| | 3C) 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. 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] OR [email protected] |
| | |
| | 3D) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| | HISTORY FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE |
| | SUBMITTED TO KEN CONRAD BY E-MAIL. KEN CONRAD: |
| | [email protected] OR [email protected] |
| | |
| | 3E) INFORMATIONAL!!!! 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. |
| | |
| | 3F) INFORMATIONAL!!!!! 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. NOTE IF INSPECTIONS ARE NOT CALLED |
| | IN, THE PERMIT EXPIRES 6 MONTHS AFTER THE PERMIT |
| | ISSUANCE DATE. A RENEWAL PERMIT WOULD BE REQUIRED AT |
| | THAT POINT. |
| | |
| | 4) SHEET 0241-S GEN-01 GENERAL STRUCTURAL NOTES, HAS A |
| | HEADING FOR FOUNDATION WORK BUT THERE IS NO CRITERIA |
| | LISTED FOR THE SOILS INVESTIGATION REPORT, DATE AND |
| | COMPANY COMPLETEING THE SOILS INVESTIGATION. 2010 FBC-B |
| | 1803.5.2. FOUNDATION NOTE F-2 PROVIDES THE ALLOWABLE |
| | SOILS BEARING PRESSURES BUT THERE IS NO DOCUMENTATION |
| | OF A SOILS ANALYSIS AND EVALUATION EVER TAKING PLACE. |
| | |
| | 5) PLEASE NOTE THAT A COPY OF DUNKELBERGER TESTING |
| | REPORT HD145002 APRIL 10, 2014 WAS SUBMITTED BY E-MAIL |
| | FOR REVIEW. THIS REPORT WILL NEED TO EITHER HAVE A HARD |
| | COPY SIGNED AND SEALED OR THE ELECTRONIC PEDDS |
| | SIGNATURE FOR ELECTRONIC VERSIONS OF THIS DOCUMENT. |
| | |
| | 5A) DUNKELBERGER TESTING REPORT HD145002 APRIL 10, |
| | 2014, PAGE 12 UNDER THE HEADING 9.2 VIBRO-COMPACTION |
| | VIBRO-COMPACTION FOR THE PROJECT SHOULD BE CARRIED OUT |
| | BY AN EXPERIENCED CONTRACTOR EMPLOYING A GROUND |
| | IMPROVEMENT PLAN THAT HE/SHE PREPARES. THE PLAN SHOULD |
| | UTILIZE CENTER-TO-CENTER SPACINGS FOR THE |
| | VIBRO-COMPACTION POINTS THAT ARE NORMALLY USED IN |
| | GRANULAR SOILS TO ACHIEVE 80 PERCENT RELATIVE DENSITY. |
| | BEFORE ADOPTION, THE GROUND IMPROVEMENT PLAN SHOULD BE |
| | REVIEWED BY THE GEOTECHNICAL ENGINEER AND STRUCTURAL |
| | ENGINEER FOR CONFORMANCE WITH THE INTENT OF THE |
| | FOUNDATION DESIGN. |
| | PLEASE PROVIDE FOR REVIEW BY THE BUILDING DEPARTMENT |
| | FOR COMPLIANCE. |
| | |
| | 5B) DUNKELBERGER TESTING REPORT HD145002 APRIL 10, |
| | 2014, PAGE 12 UNDER THE HEADING 9.2 VIBRO-COMPACTION |
| | RECOMENDS THE EXCAVATED FILL FOR ALL OF THE DIGESTOR |
| | TANKS NOT BE RE-USED, WILL THIS FILL BE USED ELSE WHERE |
| | ON SITE FOR FILL, AND IF SO STORED WHERE, A CONCERN AS |
| | TO THE CLOSENESS OF FILL STORED TO THE EXCAVATION OF |
| | THE DIGESTORS AND OR OTHER STRUCTURES. 2010 FBC-B |
| | 3304.1.2 SURCHARGE & 1808.7 FOUNDATIONS ON OR ADJACENT |
| | TO SLOPES. |
| | |
| | 5C) DUNKELBERGER TESTING REPORT HD145002 APRIL 10, |
| | 2014, PAGE 12 UNDER THE HEADING 9.2 VIBRO-COMPACTION |
| | RECOMENDS |
| | ADD FILL USED IN THE COMPACTION POINTS SHOULD CONSIST |
| | OF CLEAN SANDS HAVING A SUITABILITY NUMBER (SN) OF 20 |
| | OR LOWER. WE DO NOT BELIEVE THAT THE ON-SITE SANDS WILL |
| | MEET THIS REQUIREMENT. THEREFORE THE ADD FILL WILL NEED |
| | TO BE IMPORTED. PLEASE INCORPORATE INTO THE VIBRO- |
| | FLOTATION PLAN. |
| | |
| | 6) PLEASE PROVIDE WHERE THE PRESSURES FOR COMPONENTS & |
| | CLADDING CAN BE FOUND. SHEET 0283-S-ADF-17 T1 & T2 |
| | SLUDGE PUMPING ROOF PLAN DOES NOT PROVIDE THE PRESSURES |
| | FOR ROOF ZONES 1,2,3 NOR THE WALL ZONES 4 & 5. |
| | |
| | |
| | 7) 2010 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) WALL LOUVERS |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | |
| | 8) 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. |
| | |
| | 9) ADF ANAEROBIC DIGETION FACILITY. SHEET 0382- |
| | A-ADF-04 GAS HANDLING ROOM. PLEASE PROVIDE THE TYPE OF |
| | GAS TO BE HANDLED IN THIS ROOM, QUANITIES OF GAS TO BE |
| | USED & STORED IN THIS ROOM. |
| | MSDS SHEETS WERE SUBMITTED BUT NO INFORMATION WAS |
| | SUBMITTED WHERE THESE CHEMICALS WILL BE USED NOR |
| | STORED. IF QUANITIES OF CHEMICALS EXCEEDS THE AMOUNT IN |
| | 2010 FBC-B TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY |
| | PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A |
| | PHYSICAL HAZARDA, J, M, N, P. IF AMOUNTS OF CHEMICALS |
| | EXCEEDS THE ALLOWABLE AMOUNT IN TABLE 307.1(1) THEN |
| | EITHER ADDITIONAL CONTROL AREAS WOULD BE REQUIRED OR |
| | THIS PORTION OF THE BUILDING WILL NEED TO MEET THE |
| | REQUIREMENTS OF CHAPTER 414. |
| | |
| | 10) MISSING INFORMATION ENERGY FORMS 2010 FBC-ENERGY |
| | 103.2 ENERGY REPORTING FORMS. INFORMATION ON |
| | CONSTRUCTION DOCUMENTS. 103.2.1 CODE DEMONSTRATION |
| | FORMS. SEE TABLE 103.2.1. |
| | |
| | 11) PLANS ARE MISSING THE REQUIRED INSULATION BY THE |
| | 2010 FBC-ENERGY 502 BUILDING ENVELOPE REQUIREMENTS OR |
| | 506 TOTAL BUILDING PERFORMANCE. |
| | |
| | 12A) SHEET 0284-S-ADF-18 PRESSURES FOR COMPONENTS AND |
| | CLADDING EXPOSURE "C" @ 180 MPH, 20 FT ABOVE GRADE, |
| | VASD FOR ROOF ZONE 2 ARE LOW, WE TAKE THE PRESSURES AT |
| | 10 SQ. FT. FOR ROOF TOP FASTENERS. 2010 FBC-B 1609.1.2 |
| | PROTECTION OF OPENINGS, 2010 FBC-B 1609.6.4.41 |
| | COMPONENTS & CLADDING |
| | |
| | 12B) SHEET 0284-S-ADF-01 THRU -S-ADF- 40 NO PRESSURES |
| | FOR THE DOOR OPENINGS ARE NOT PROVIDED FOR THIS |
| | BUILDING. 2010 FBC-B 2010 FBC-B 1609.1.2 PROTECTION OF |
| | OPENINGS, 1609.6.4.41 COMPONENTS & CLADDING. |
| | |
| | 13) SHEET S-ADF-01 INDICATES THE ANAEROBIS DIGESTION |
| | FACILITY AND THE ANAEROBIS DIGESTION ELECTRIC BUILDING |
| | ARE WITHIN 10'=0" OF EACH OTHER. PLEASE PROVIDE ON THE |
| | ARCHITECTURAL SHEETS THE 2 BUILDING LOCATIONS AND AN |
| | ASSUMED PROPERTY LINE BETWEEN THE 2 BUILDINGS, PLEASE |
| | SHOW COMPLIANCE WITH 2010 FBC-B TABLE 602 |
| | FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS |
| | BASED ON FIRE SEPARATION DISTANCE. |
| | TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS |
| | BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING |
| | PROTECTION. |
| | |
| | 14) 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] |
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| | 9) 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 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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