| Date |
Text |
| 2013-10-29 10:51:32 | BUILDING PLAN REVIEW |
| | PERMIT: 13071098 |
| | ADD: 1865 PALM BEACH LAKES BLDG' "B1"SHELL |
| | CONT: EMJ KERI NEVEL |
| | TEL: (561)###-#### |
| | 2010 FLORIDA BUILDING CODE W |
| | * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 2010 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. |
| | |
| | 2ND REVIEW |
| | DATE: TUESDAY OCT. 29/2013 |
| | ACTION: DENIED |
| | |
| | |
| | 1-4A) COMPLIED. |
| | |
| | 4B) 2ND REQUEST FOUNDATIONS INDICATES THERE IS A SOILS |
| | REPORT THAT HAS BEEN COMPLETED, PLEASE SUPPLY REPORT BY |
| | ECS DATED JUNE 16/ 2012. 2010 FBC-B 1803.2 |
| | INVESTIGATION REQUIED. |
| | |
| | 4C) 2ND REQUEST, ADDING ANOTE TO THE PLANS DOES NOT |
| | MEET CODE COMPLIANCE. UNDER THE HEADING TILT-UP |
| | CONCRETE WALL PANELS, CITY OF WEST PALM BEACH LOCAL |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE (FBC) 2010 |
| | CHAPTER 1 ADMINISTRATION 110.3.9 OTHER INSPECTION |
| | SEERVICES, THIS PROJECT BEING TILT WALL WILL QUALIFY |
| | FOR A RESIDENT INSPECTOR. SUCH INSPECTORS SHALL BE |
| | ADEQUATELY PRESENT AT TIMES WORK IS UNDERWAY ON THE |
| | STRUCTURAL ELEMENTS OF THE BUILDING. SUCH INSPECTORS |
| | SHALL BE A REGISTERED ARCHITECT, OR ENGINEER, OR A |
| | PERSON LICENSED UNDER CHAPTER 468, PART XII, FLORIDA |
| | STATUTES. SUCH INSPECTORS SHALL SUBMIT WEEKLY PROGRESS |
| | REPORTS INCLUDING THE DAILY INSPECTIONS TO THE BUILDING |
| | OFFICIAL, AND INCLUDING A CODE COMPLIANCE OPINION OF |
| | THE RESIDENT INSPECTOR. |
| | PLEASE CONTACT KEN CONRAD THE DIRECTOR OF THE RESIDENT |
| | INSPECTOR PROGRAM FOR REQUIREMENTS FORMS AND ADDITIONAL |
| | INFORMATION ON THIS PROGRAM AND REQUIREMENTS : |
| | KEN CONRAD |
| | TEL: 561-805-6666 |
| | FAX: 561-805-6676 |
| | E-MAIL: KCONRAD @WPB.ORG |
| | |
| | 5) BUILDING PROVISO:GC TO SUBMIT SIGNED & SEALED SHOP |
| | DRAWING, FL 61G1-23.015 (2) THE ARCHITECT IS |
| | RESPONSIBLE FOR SUPERVISING AND REVIEWING ALL PROJECT |
| | DATA, REPORTS, SHOP DRAWINGS ETC...BEFORE SUBMITTAL TO |
| | THE BUILDING DEPARTMENT. |
| | SHEET S002 RTU HEADING THE NOTE AS FOLLOWS: GC TO |
| | PROVIDE PRE-ENGINEERED RTU TIE DOWNS OR EQUIVALENT |
| | ENGINEERED TIE-DOWN SOLUTIONS THAT MEET OR EXCEEDS TTHE |
| | REQUIRED WIND DESIGN CRITERIA. PLEASE PROVIDE |
| | ENGINEERING FOR ROOF TOP UNITS PER 2010 FBC-B 1609.8 |
| | ROOF TOP STRUCTURES & EQUIPMENT. |
| | |
| | 6) 2ND REQUEST, ADDING THE GENERAL NOTE # 13 TO THE |
| | COVER SHEET DOES NOT RELIEVE THE DESIGNER OF RECORD |
| | FROM REVIEWING THE PRODUCT APPROVALS BEFORE SUBMITTAL |
| | TO THE BUILDING DEPARTMENT. |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC... |
| | WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE PRODUCT |
| | WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | |
| | 7) PLEASE SUBMIT THE FOLLOWING PRODUCT APPROVALS: 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, SWING DOORS, ROLL UP DOORS & |
| | ROOF HATCH .NOT REVIEWED BY DESIGNER OF RECORD |
| | |
| | 11-0722.10 ROOF HATCH +/- 70 PSF |
| | PLEASE REVIEW SHEET A-141, TENANT B-12 THIS ROOF HATCH |
| | IS IN ROOF ZONE # 2 WITH ASSOCIATED PRESSURES OF -76.5 |
| | IN EXCESS OF THE PRODUCT APPROVAL , TENANTS B13, B14 & |
| | B15 OK. |
| | |
| | NOA 11-1013.05 ALUMINUM SLIDING DOOR- NON-MOTORIZED HIS |
| | TYPE DOOR NOT SHOWN IN DOOR SCHEDULE PLEASE REMOVE FROM |
| | PACKAGE. |
| | (B) WINDOWS NOT REVIEWED BY THE DESIGNER OF RECORD |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, NOT REVIEWED BY DESIGN OF |
| | RECORD. |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES NOTE BOTH FOR FULLY |
| | ADHERRED SYSTEMS AND MECHANICALLY FASTENED SYSTEMS, |
| | ALSO INCLUDE ROOF TOP INSULATION, & A/C CURBING. |
| | |
| | NOA 03-0625 FIRESTONE -EXPIRED, PLEASE REMOVE FROM |
| | PACKAGE |
| | NOA 12-0625.02 FIRESTONE NO SUB-SYSTEM IS CIRCLED, |
| | IDENTIFYING WHICH SYSTEM IS TO BE INSTALLED W/ |
| | ASSOCIATED PRESSURES/ NO ROOFING INSULATION IDENTIFIED |
| | |
| | A(3RD) PRODUCT NOA08-0603.19 GAF SINGLE PLY TPO WAS |
| | SUMITTED NO SUB-SYSTEM INDENTIFIED, NOTE NOA 13-0603.19 |
| | SUBMITTED INSULATION YPE OR SIZE NOT IDENTIFIED. |
| | |
| | F) SHUTTERS- NOA 13-0422.14 ALUMINUM /CANVAS AWNINGS +/ |
| | 50 PSF. |
| | 3105.4.1 |
| | DESIGN OF THE FRAMING MEMBERS SHALL NOT BE BASED ON |
| | REMOVAL OR REPOSITIONING OF PARTS, OR THE WHOLE, DURING |
| | PERIODS OF 75 MPH WIND VELOCITY. |
| | 3105.4.2 DESIGN OF THE STRUCTURAL FRAMING MEMBERS SHALL |
| | BE BASED ON RATIONAL ANALYSIS, USING THE APPLICABLE |
| | WIND LOADS OF CHAPTER 16 AS SHOWN BELOW: |
| | |
| | 3105.4.2.1 THE WIND DESIGN LOADS FOR ANY FABRIC OR |
| | MEMBRANE-COVERED STRUCTURE DESIGNED WITH A QUICK |
| | REMOVAL OR BREAKAWAY MEMBRANE OR FABRIC AT WIND |
| | VELOCITIES OF 75 MPH, SHALL BE BASED ON THE FOLLOWING |
| | CRITERIA: |
| | 1. MINIMUM WIND SPEED 105 MPH |
| | 2. EXPOSURE CATEGORY B, C OR D AS DEFINED IN CHAPTER |
| | 16. |
| | 3105.4.2.2 THE WIND DESIGN LOADS FOR ANY FABRIC OR |
| | MEMBRANE COVERED STRUCTURE DESIGNED WITH A PERMANENT OR |
| | NONREMOVABLE FABRIC OR MEMBRANE, SHALL BE BASED ON THE |
| | FOLLOWING CRITERIA: |
| | 1. MINIMUM WIND SPEED VELOCITY AS REQUIRED IN CHAPTER |
| | 16 USING FIGURE 1609C. |
| | 2. EXPOSURE B, C OR D AS DEFINED IN CHAPTER 16. |
| | 3105.4.3 THE FABRIC PORTIONS OF AWNINGS FABRIC COVERED |
| | FRAMES SHALL BE SECURELY LACED, TIED OR OTHERWISE |
| | FASTENED TO THE FRAME; NO RAFTER OR FRONT BAR WILL BE |
| | PERMITTED IN POCKETS; AND IN NO CASE SHALL A ROLLING |
| | CURTAIN BE CAUSED TO OPERATE OVER A CANOPY FRAME. |
| | 3105.4.4 THE HORIZONTAL PROJECTION OF CANTILEVERED |
| | PORTIONS SHALL NOT BE GREATER THAN TWO TIMES THE |
| | HEIGHT, EXCEPT WHERE THE BUILDING CONSTRUCTION DOES NOT |
| | PERMIT A PROPER INSTALLATION; IN WHICH CASE, VARIANCE |
| | MAY BE PERMITTED BY THE BUILDING OFFICIAL, BASED ON |
| | SPECIAL DESIGN AND CONSTRUCTION. |
| | |
| | (G) PRE-ENGINEERED A/C STANDS IF THEY ARE GOING TO BE |
| | INSTALLED NO APPROVALS SUBMITTED. |
| | |
| | 8-9) COMPLIED. |
| | |
| | 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | CONSTRUCTION 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 |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
