| Date |
Text |
| 2015-07-14 06:48:13 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15060562 MAIN ELECTRIC 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: TUES. JULY 14/ 2015 |
| | ACTION: DENIED |
| | |
| | NOTE: SPECIFICATION BOOKS WILL NOT BE REVIEWED AS PART |
| | OF ANY PLAN REVIEW IF SUBMITTED 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.THE INDEX |
| | SHOWS 5 ARCHITECTURAL SHEETS WHEREAS IN THIS SUBMITTAL |
| | THERE ARE ONLY 3 SHEETS SUBMITTED? |
| | |
| | 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 BEACHES 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 COMPLETING 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 SPACING 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 |
| | RECOMMENDS THE EXCAVATED FILL FOR ALL OF THE DIGESTER |
| | TANKS NOT BE RE-USED, WILL THIS FILL BE USED ELSEWHERE |
| | ON SITE FOR FILL, AND IF SO STORED WHERE, A CONCERN AS |
| | TO THE CLOSENESS OF FILL STORED TO THE EXCAVATION OF |
| | THE DIGESTERS 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 |
| | RECOMMENDS |
| | 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) PAGE 0244-S-MEB-02: |
| | 6A) NOTES PRECAST PRESTRESSED ELEMENTS SHALL BE |
| | DESIGNED FOR THE FOLLOWING: |
| | 1( E ) WIND LOADS PER CODE. ? NOT GIVEN. PROVIDE THE |
| | DESIGN CRITERIA, 0244-SHEET S-MEB-02 PRESSURES FOR |
| | COMPONENTS AND CLADDING EXPOSURE "C" @ 180 MPH, 38 FT |
| | ABOVE GRADE, VASD FOR ROOF ZONE 2 ARE LOW, WE TAKE THE |
| | PRESSURES AT 10 SQ. FT. FOR ROOF TOP FASTENERS, ASSUMED |
| | VASD. 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 2010 |
| | FBC-B 1609.6.4.41 COMPONENTS & CLADDING |
| | |
| | 6B) NOTE 1( F ) EQUIPMENT LOADS. NOT GIVEN . |
| | |
| | 6C) ROOF PRESSURES SUBMITTED DO NOT STATE IF THEY ARE |
| | VULT OR VASD. PRESSURES ARE LOW CONSIDERING THE WIND |
| | DESIGN CRITERIA OF DESIGN CRITERIA, 180 VULT, EXPOSURE |
| | C, MEAN ROOF HEIGHT 38 FT. BUILD RISK CAT. III. |
| | |
| | 6D) SHEET 0244-S-MEB-02 NOR -03 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. |
| | |
| | |
| | 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) SHEET 0370- A-MEB-02 SHOWS WALL IDENTIFICATION TAGS |
| | AND DOOR AND WINDOW IDENTIFICATION TAGS THE MAIN |
| | ELECTRIC BUILDING PLANS DO NOT HAVE SCHEDULES LISTED |
| | WITHIN THE 5 SHEETS OF THE ARCHITECTURAL SHEETS. |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. T |
| | 107.3.5.1 COMMERCIAL BUILDINGS: |
| | FIRE-RESISTANT CONSTRUCTION REQUIREMENTS SHALL INCLUDE |
| | THE FOLLOWING COMPONENTS: |
| | FIRE-RESISTANT SEPARATIONS WALLS, DOORS & WINDOWS |
| | |
| | 6) SHEET A-MEB-02 DOES NOT SHOWN NATURAL VENTILATION, |
| | WILL NEED TO SHOW COMPLIANCE WITH 2010 FBC-B 1203.4 |
| | NATURAL VENTILATION OR MECHANICAL |
| | VENTILATION. |
| | |
| | 7) 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. |
| | |
| | 8) PLANS ARE MISSING THE REQUIRED INSULATION BY THE |
| | 2010 FBC-ENERGY 502 BUILDING ENVELOPE REQUIREMENTS OR |
| | 506 TOTAL BUILDING PERFORMANCE. |
| | |
| | 9) PLANS ARE MISSING 2010 FBC-B 1609.1.2 PROTECTION OF |
| | OPENINGS, 1609.6.4.41 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), WALL LOUVERS, |
| | (C) ROOFING PRODUCTS AND ASSEMBLIES |
| | (D) PRE-ENGINEERED A/C STANDS IF ROOF TOP |
| | |
| | |
| | 10) SHEET 0371- A-MEB-03 SHOWS THE LOCATION OF THE |
| | SCUPPERS BUT IT DOES NOT SHOW THEY ARRE DIRECTLY IN |
| | FRONT OF THE 16X16 INCH COLUMN AND HOW IS THE STEEL |
| | RE-INFORCEMENT AND THE SCUPPER GOING TO FIT INTO THE |
| | SAME COLUMN. SEE 2010 FBC-B 1906.3 CONDUITS AND PIPES |
| | EMBEDDED IN CONCRETE. |
| | CONDUITS, PIPES AND SLEEVES OF ANY MATERIAL NOT HARMFUL |
| | TO CONCRETE AND WITHIN THE LIMITATIONS OF ACI 318, |
| | SECTION 6.3, ARE PERMITTED TO BE EMBEDDED IN CONCRETE |
| | WITH APPROVAL OF THE REGISTERED DESIGN PROFESSIONAL. |
| | |
| | 11A) SHEET 0369- A-MEB-01 BUILDING IS 2,572 SQ. FT./ |
| | 100= 26 OCCUPANTS, PLEASE INDICATE HOW 9 OCCUPANTS WAS |
| | DERIVED. 2010 FBC-B TABLE 1004.1.1. |
| | |
| | 11B) NOTE THE 0369-A-MEB BUILDING, MAIN ELECTRIC |
| | BUILDING MAY NEED TO COMPLY WITH 2010 FBC-B 1008.1.10 |
| | WHEN: 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. |
| | |
| | 12) . 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. |
| | |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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