| Date |
Text |
| 2015-11-23 13:50:06 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15100991 WAWA CONVENIENCE STORE |
| | ADD: 1520 BELVEDERE RD. |
| | CONT: TBD( TO BE DETERMINED) |
| | TEL: 407-661-9100 X2462 |
| | 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: MON. NOV. 23/2015 |
| | ACTION: DENIED |
| | |
| | 1) ART IN PUBLIC PLACES. THE CITY OF WEST PALM BEACH |
| | ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES |
| | TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH |
| | THE PERMIT APPLICATION WAS SUBMITTED AFTER 7/1/14, AND |
| | THE TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR |
| | GREATER THAN $500,000. PER CITY OF WEST PALM BEACH |
| | ORDINANCE NO. 4504-14, AND CITY OF WEST PALM BEACH CODE |
| | OF ORDINANCES, ARTICLE V, ART IN PUBLIC PLACES, SECTION |
| | 78-123(A) AND SECTION 78-126(A), THE ART ASSESSMENT IS |
| | 1% OF THE TOTAL PROJECT CONSTRUCTION COST. |
| | |
| | PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE |
| | V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND |
| | NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO |
| | THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE |
| | PROJECTS |
| | |
| | 2) MISSING FROM PLANS SITE PLAN. 2014 FLORIDA BUILDING |
| | CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION. 107.2.5 SITE |
| | PLAN. / 107.3.5.1.1 MINIMUM PLAN REVIEW CRITERIA FOR |
| | COMMERCIAL BUILDINGS. |
| | (1.) SITE REQUIREMENTS: |
| | PARKING |
| | FIRE ACCESS |
| | VEHICLE LOADING |
| | DRIVING/TURNING RADIUS |
| | FIRE HYDRANT/WATER SUPPLY/POST INDICATOR VALVE (PIV) |
| | SET BACK/SEPARATION (ASSUMED PROPERTY LINES) |
| | LOCATION OF SPECIFIC TANKS, WATER LINES AND SEWER LINES |
| | FLOOD HAZARD AREAS, FLOOD ZONES, AND DESIGN FLOOD |
| | ELEVATIONS |
| | |
| | 3) MISSING FROM PLAN REVIEW SOILS REPORT THE AREA IS IN |
| | A QUESTIONABLE SOIL ZONE . 2014 FLORIDA BUILDING CODE W |
| | 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION. 107.3.5.1.1 MINIMUM |
| | PLAN REVIEW CRITERIA FOR COMMERCIAL BUILDINGS. |
| | (8.) STRUCTURAL REQUIREMENTS SHALL INCLUDE: SOIL |
| | CONDITIONS/ANALYSIS |
| | 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. |
| | |
| | 4) THIS PROJECT WILL REQUIRE A RESIDENT INSPECTOR. 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: 7.) |
| | FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR |
| | METHODS OF CONSTRUCTION STEEL STRUCTURE WHERE EITHER |
| | STEEL IS WELDED OR BOLTED TOGETHER. |
| | |
| | 4A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL |
| | PARTIES NOTARIZED AND RETURNED TO THE BUILDING |
| | DEPARTMENT. FORMS WERE SENT TO: : [email protected] MON. |
| | NOV. 23/2015 @ 08:14 AM. |
| | |
| | 4B) 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] |
| | |
| | 4C) 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] |
| | |
| | 4D) 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. |
| | |
| | 4E) 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. |
| | |
| | 5) SUBMITTAL: ROOF CURB CLIP CALCULATIONS BY THOMAS |
| | RETSECK P. E. FL. # 46462 |
| | 5A) THE SUBMITTALS FOR ROOF CURB CLIP CALCULATIONS BY |
| | THOMAS RETSECK P. E. FL. # 46462 ARE COPIES, NOT |
| | ORIGINALLY SIGNED & SEALED. 61G15-23.002(2) FL. ADMIN. |
| | CODE. |
| | |
| | 5B) THE SUBMITTALS FOR ROOF CURB CLIP CALCULATIONS BY |
| | THOMAS RETSECK P. E. FL. # 46462 HAVE NUMBERED SHEETS |
| | WITHIN THIS REPORT THAT APPEAR TO BE PULLED FROM MORE |
| | THAN DOCUMENT. THE PAGE NUMBERS ARE FROM WHAT APPEARS |
| | DIFFERENT DOCUMENTS. NOT ALL SHEETS ARE SIGNED NOR |
| | SEALED NOR IS THERE AN INDEX ON THE COVER SHEET |
| | INDICATING HOW MANY SHEETS ARE WITHIN THE SIGNED AND |
| | SEALED DOCUMENT. THE INDEX SHEET IS NOT SIGNED NOR |
| | SEALED. 61G15-23.002(2) FL. ADMIN. CODE. A COVER SHEET |
| | OR INDEX SHEET. |
| | |
| | 5C) THE SUBMITTALS FOR ROOF CURB CLIP CALCULATIONS BY |
| | THOMAS RETSECK P. E. FL. # 46462 INDICATES THIS DESIGN |
| | WAS UNDER THE 2010 FBC-B . LABELED SHEET 2 INDICATES |
| | CALCULATIONS PER THE 2010 FLORIDA BUILDING CODE AND |
| | REFERENCES WIND FORCES PER 1609 VW= 170 MPH. UNDER THE |
| | 2010 FBC-B WE WERE UNDER A 140 MPH WIND ZONE VASD, 3 |
| | SECOND GUST. NOT THE 170 VULT AS THE CURRENT 2014 |
| | FBC-B, PLEASE CORRECT CODE ANALYSIS AND CALCULATIONS. |
| | |
| | 6) THE FRONT COVER SHEET LIST 6 PRODUCT APPROVALS TO BE |
| | INSTALLED AT THIS JOBSITE LOCATION. PLEASE NOTE TO |
| | SUBMIT THE FLORIDA APPROVAL NUMBER WITH THE REPORTS. |
| | THE DUTCH SEAM METAL ROOFING REPORT DOES NOT SHOW UP ON |
| | THE FLORIDA PRODUCT APPROVAL WEBSITE. IF THERE IS NO |
| | FLORIDA APPROVAL YOU WILL NEED TO SUBMIT FOR EITHER A |
| | LOCAL APPROVAL OR FOR A SITE SPECIFIC APPROVAL. FLORIDA |
| | APPROVALS DO NOT START WITH MRD. THEY HAVE A FL NUMBER. |
| | |
| | SECTION 1707 ALTERNATIVE TEST PROCEDURE |
| | 1707.1 GENERAL. IN THE ABSENCE OF APPROVED RULES OR |
| | OTHER APPROVED STANDARDS, THE BUILDING OFFICIAL SHALL |
| | MAKE, OR CAUSE TO BE MADE, THE NECESSARY TESTS AND |
| | INVESTIGATIONS; OR THE BUILDING OFFICIAL SHALL ACCEPT |
| | DULY AUTHENTICATED REPORTS FROM APPROVED AGENCIES IN |
| | RESPECT TO THE QUALITY AND MANNER OF USE OF NEW |
| | MATERIALS OR ASSEMBLIES AS PROVIDED FOR IN SECTION |
| | 104.11. THE COST OF ALL TESTS AND OTHER INVESTIGATIONS |
| | REQUIRED UNDER THE PROVISIONS OF THIS CODE SHALL BE |
| | BORNE BY THE APPLICANT. |
| | |
| | 7A) BELOW IS A LIST OF COMPONENTS AND CLADDING FOR |
| | PRODUCT APPROVALS THAT CAN BE SUBMITTED NOW OR MAY BE |
| | CONSIDERED A DEFERRED SUBMITTAL (107.3.4.2.) 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) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES,R-40 ROOF TOP |
| | INSULATION, ASSEMBLIES FOR FLAT & SLOPED, ROOF TOP |
| | CURBS, ROOF TOP INTAKE & EXHAUST FANS |
| | (E) SHUTTERS |
| | (F) SKYLIGHTS |
| | (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C |
| | STANDS |
| | |
| | 7B) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| | RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 7C) PRODUCT APPROVALS DOORS, WINDOWS AND MULLIONS, |
| | PLEASE CIRCLE TO IDENTIFY WIDTH, HEIGHT, OF GLAZING. |
| | MULLIONS SIZE OF MULLION, LENGTH OF MULLION, IF |
| | RE-ENFORCED OR NOT, CIRCLE THE ASSOCIATED PRESSURES |
| | WITH THE TRIBUTARY AREA, AND THE FASTENERS TO BE |
| | INSTALLED. |
| | |
| | 7D) NO FLAT ROOF PRODUCT APPROVAL, ROOF TOP CURBS, ROOF |
| | TOP INTAKE & EXHAUST FANS NOR PRE-ENGINEERED A/C STANDS |
| | WERE SUBMITTED. |
| | |
| | 8) SHEET S-1 THE NEGATIVE PRESSURES FOR OPENINGS IN |
| | WALL ZONES 4 & 5 BOTH APPEAR TO BE A LITTLE LOW FOR |
| | 130.1 VASD WITH A MEAN ROOF HEIGHT OF 17.83. 2014 FBC-B |
| | 1603.1.4(5) WIND DESIGN DATA. |
| | |
| | 9) SHEET A3 SHOWS A ROOF TOP MASTER BUILT CONDENSING |
| | UNIT DETAIL 6/ A3 SHOWS A CUT SECTION THROUGH THE |
| | RAISED EQUIPMENT CURB. THE STRUCTURAL SHEET S-4.1 SHOWS |
| | THE UNIT AND DETAILS 22 & 23 OF THE SAME S-4.1. |
| | |
| | 9A) DETAIL # 23 SHOWS (3) CONTINUOUS 2X6 PT PLATES |
| | BEING ANCHORED TO THE B-DECK WITH # 10 TEK SCREWS @ 12 |
| | INCHES ON CENTER MAXIMUM. 107.2.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. THE PLAN DOES NOT STATE THE |
| | LENGTH OF THE TEK SCREWS? THE MAXIMUM OF 12 INCHES ON |
| | CENTER, DOES THIS MEAN 3 SCREWS ARE PUT IN EVERY 12 |
| | INCHES ON CENTER? THE PLANS DO NOT CLEARLY INDICATE |
| | DOES THE TEK SCREWS ONLY GO THROUGH THE B DECK OR ARE |
| | THEY REQUIRED TO PENETRATE THE STEEL ANGLE THAT IS PART |
| | OF THE MWFRS (MAIN WIND FORCE RESISTING SYSTEM). |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 9B) SAME DETAIL, THE (3) HORIZONTAL 2X6 PT BOTTOM PLATE |
| | SHOWS (3) 2X12 VERTICAL PT MEMBERS BEING ATTACHED TO |
| | THE TOP 2X6 PT MEMBER WITH # 10 WOOD SCREWS 12 INCHES |
| | ON CENTER. AGAIN THERE IS NO LENGTH OF THE SCREW? ). |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 9C) SAME DETAIL SHOWS A ? INCH PLYWOOD WOOD DECK |
| | ATTACHED WITH # 10 WOOD SCREWS MAXIMUM 12 INCHES ON |
| | CENTER. AGAIN THERE IS NO DIMENSION AS TO LENGTH. THERE |
| | ARE NO STRAPS TYING THE BOTTOM PLATE TO THE TOP. THERE |
| | IS ALSO NO DETAIL OF HOW THE MASTER BUILT CONDENSING |
| | UNIT WILL BE ANCHORED TO THE RAISED CURB. 2014 FBC- M- |
| | 301.15 WIND RESISTANCE. MECHANICAL EQUIPMENT, |
| | APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL |
| | BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES |
| | DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING |
| | CODE, BUILDING. |
| | |
| | 10) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL |
| | PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND |
| | A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | |
| | 11) 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. |
| | 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 |
| | |
