| Date |
Text |
| 2013-05-16 09:35:57 | BUILDING PLAN REVIEW |
| | PERMIT:11120073 |
| | ADD: 700 N CONGRESS |
| | CONT: TO BE DETERMINED |
| | CONTACT: VIVEK GALAV |
| | TEL: (561)644-7416 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | |
| | ARCHITECT: REG RICK GONZALEZ |
| | TEL: 659-2383 |
| | STRUCTURAL ENGINEER: ANDREW MORGAN P. E. |
| | TEL: 881-8999 |
| | |
| | 2ND REVIEW PLANS DATED 06/08/2012 |
| | |
| | ACTION: DENIED |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT:11120073 |
| | ADD: 700 N CONGRESS |
| | CONT: TO BE DETERMINED |
| | CONTACT: JEFF HALVERSON |
| | TEL: (561)644-7416 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | |
| | ARCHITECT: REG RICK GONZALEZ |
| | TEL: 659-2383 |
| | STRUCTURAL ENGINEER: ANDREW MORGAN P. E. |
| | TEL: 881-8999 |
| | |
| | 3RD REVIEW |
| | |
| | ACTION: DENIED |
| | |
| | 1) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE & 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. |
| | |
| | 2) ANOTHER ISSUE THAT VINCENT DIDN'T AGREE WITH WAS: |
| | SHEET A-4.11 STONE VENEER MISSING THE CONCRETE BEARING |
| | EDGE. 2114.2 CONCRETE BEARING LEDGE. BRICK, STONE OR |
| | OTHER VENEER SHALL BE SUPPORTED BY A CONCRETE-BEARING |
| | LEDGE AT LEAST EQUAL TO THE TOTAL THICKNESS OF THE |
| | BRICK, STONE OR OTHER VENEER, WHICH IS POURED |
| | INTEGRALLY WITH THE CONCRETE FOUNDATION. NO |
| | SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL |
| | CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT |
| | SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE |
| | IS AN APPROVED PHYSICAL BARRIER. AN APPROVED PHYSICAL |
| | BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL |
| | SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED |
| | IN A MORTAR JOINT. IF MASONRY VENEER EXTENDS BELOW |
| | GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED |
| | TO THE CAVITY CREATED BETWEEN THE VENEER AND THE |
| | FOUNDATION, IN LIEU OF A PHYSICAL BARRIER. |
| | EXCEPTION: VENEER SUPPORTED BY A SHELF, ANGLE OR LINTEL |
| | SECURED TO THE FOUNDATION SIDEWALL IN ACCORDANCE WITH |
| | ACI 530/ASCE 5/TMS 402, PROVIDED AT LEAST A 6-INCH (152 |
| | MM) CLEAR INSPECTION SPACE OF THE FOUNDATION SIDEWALL |
| | EXTERIOR EXIST BETWEEN THE VENEER AND THE TOP OF ANY |
| | SOIL, SOD, MULCH OR OTHER ORGANIC LANDSCAPING |
| | COMPONENT, DECK, APRON, PORCH, WALK OR ANY OTHER WORK |
| | IMMEDIATELY ADJACENT TO OR ADJOINING THE STRUCTURE. |
| | |
| | |
| | 3) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING& FAC |
| | RULE 9N-3, PLEASE PROVIDE 2 COPIES OF PRODUCT TESTING |
| | REPORTS, MISSING REPORTS ARE AS FOLLOWS: |
| | 3A) FIXED GLAZING, STOREFRONT |
| | 3B) OPERABLE GLAZING UNITS |
| | 3C) MULLIONS, HORIZONTAL AND VERTICAL |
| | 3D) GLASS BLOCK |
| | 3E) EXTERIOR GLAZED SWING DOORS |
| | 3F) EXTERIOR INSULATED METAL SWING DOORS |
| | 3G) BI-FOLD APPARATUS BAY DOORS/ WITH TRANSOM |
| | 3H) EXTERIOR ROOF WALL ACCESS DOOR/ FRAME (H) |
| | 3I) DOUBLE ACCESS PANEL ROOF HATCH, INSULATED -182.6. |
| | 3J) WALL LOUVERS |
| | 3K) A/C ROOF TOP A/C STANDS |
| | 3L) ROOF ASSEMBLIES FLAT ROOF INCLUSIVE OF ROOF TOP |
| | INSULATION. |
| | 3M) ROOF ASSEMBLIES SLOPED ROOF, METAL ROOF SYSTEMS |
| | -266.9 ZONE 3 AND -372.5 ROOF OVERHANGS WITHIN ZONE# 3. |
| | 3N) BAHAMA SHUTTERS WITH PRODUCT APPROVAL FOR CLOSED |
| | POSITION AND ENGINEERING ANALYSIS FOR SHUTTERS WHEN |
| | LEFT IN THE OPEN POSITION IN THE CASE OF A HIGH WIND |
| | EVENT. |
| | 3O) ROOFTOP EXHAUST FANS |
| | |
| | VIVEK, VINCENT IS GOING TO LOOK AT SOME TYPE OF ADHERED |
| | SYSTEMS THAT WILL GIVE US THE SAME RESULT AS THE |
| | CONCRETE LEDGE THAT ACTS AS A TERMITE BARRIER.. |
| | |
| | 4) WE HAVE THE OTHER ISSUE AS TO WIND SPEED THAT THE |
| | ENGINEER OF RECORD IS CREATING A LETTER INDICATING WHY |
| | HE HAS DESIGNED THE BUILDING FOR A CAT 5 HURRICANE, IS |
| | THIS DESIGN A STRONGER DESIGN THAN THE MINIMUM CODE. |
| | DOES HE TAKE A DERATING FACTOR OF 0.77 FOR A BUILDINGS |
| | RISK CATEGORY I VERSES A 1.15 REQUIRED FOR A BUILDING |
| | RISK CATEGORY IV ??? |
| | |
| | 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 |
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