| Date |
Text |
| 2009-11-20 14:33:37 | BUILDING PLAN REVIEW |
| | PERMIT: 08100686 |
| | ADD: 3415 S DIXIE HWY |
| | CONT: R & D CONSTRUCTORS, INC. |
| | TEL: (561)889-1751 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | ARCHITECT: TREZISEDESIGN ASSOCIATES, INC. |
| | STEVEN A. TREZISE |
| | PHONE (561) 687-4707 |
| | EMAIL: [email protected] |
| | |
| | NOV.20/2009 |
| | |
| | |
| | BUILDING APPROVED WITH EXCEPTION! |
| | THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO |
| | CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO |
| | INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE |
| | ASSESSMENT OF RE-INSPECTION FEE(S). |
| | |
| | 1) FIRST REVIEW OF WINDOW AND DOOR PRODUCT APPROVALS |
| | INDICATE THAT THE BUCK DETAILS ARE BY OTHERS: |
| | SSTOREFRONT NOA 03-1211.08 TECH SHEET# 1 WOOD BUCKS BY |
| | OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO |
| | THE STRUCTURE. |
| | GLAZED DOORS NOA 05-0829.08 TECH SHEET# 1 NOTE 7 |
| | ARCHITECT OR ENGINEER TO OF RECORD TO VERIFY ANCHORING |
| | SEE STOREFRONT NOA. |
| | SHEET A16 DETAILS E-H PROVIDE A SECTION THROUGH |
| | INDICATING THTE USE OF WOOD BUCKS, NO ATTACHMENT |
| | DETAILS ARE PROVIDED WITHIN THE ARCHITECTURAL NOR |
| | STRUCTURAL SHEETS. PLEASE PROVIDE ANCHORING DETAILS FOR |
| | THTE APPROPRIATE POSITIVE AND NEGATIVE PRESSURES. |
| | COMPONENTS AND CLADDING 1609.1.1. |
| | |
| | 2) ROLL UP DOOR NOA 06-0809.09 JANUS 3400 ROLL-UP DOOR |
| | 12'-0" WIDE DESIGN PRESSURES ARE +43/-49. SHEET S-5 |
| | WEST ELEVATION INDICATES THE PRESSURE |
| | TO BE +49.4/-53.5. PLEASE PROVIDE ANOTHER PRODUCT |
| | APPROVAL WHICH WILL MEEET THE APPROPRIATE WIND |
| | PRESSURES. COMPONENTS AND CLADDING 1609.1.1. |
| | |
| | 3A) METCOE SKYLIGHT, NOA 08-0408.01WAS SUBMITTED. SHEET |
| | A12 INDICATES THE USE OF A SKYLIGHT APPROXIMATELY |
| | 22'-0" ACROSS FROM SILL TO SILL. THE MAXIMUM THE METCOE |
| | CAN SPAN IS 16'-0" PLEASE REVIEW TECH SHEETS. WILL NEED |
| | EITHER A NEW SKYLIGHT PRODUCT OR A SMALLERE SKYLIGHT |
| | OPENING. |
| | |
| | 3B) THE PRODUCT APPROVAL SUBMITTED DESIGN PRESSURE IS A |
| | +75/-75, ROOF PRESSURE ZONES HAVE NOT BEEN INDICATED ON |
| | EITHER THE ARCHITECTURAL NOR STRUCTURAL SHEETS, PLEASE |
| | NOTE THIS IS ALSO LOCATED AT 30'-0" FT ABOVE GRADE AND |
| | DESIGNED AS A "C" EXPOSURE WITH A HEIGHTAND EXPOSURE |
| | MULTIPLIER OF 1.40. PLEASE PROVIDE UPDATED |
| | CODE ANALYSIS FOR WIND 1609.1.1. |
| | |
| | 3C) NOA 08-0408.01 TECH SHEET 1 NOTE 13 BE AWARE OF |
| | 2003.8.4.4 ALUMINUM IN CONTACT WITH CONCRETE. |
| | |
| | 3D) PLEASE NOTE A BIT OF CONFLICT BETWEEN THE HIGHEST |
| | POINT IN THE ROOF FOUND ON SHEET A6 INDICATING A HEIGHT |
| | OF 7" ABOVE DRAIN AND THE STRUCTURAL CURBING OF THE |
| | SKYLIGHT FOUND ON S-7 DETAIL 6, TTHTE SKYLIGHT CURBING |
| | APPEARS TO BE 1 INCH BELOW FINISH ROOF HEIGHT. 106.1.2 |
| | ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 4A) ROOFING PRODUCT APPROVAL PLEASE BE AWARE ENHANCED |
| | FASTENING WILL BE REQUIRED IN ZONES 2& 3. ENGINEERING |
| | FROM FLORIDA ENGINEERING & TESTING, INC ARE COPIES. |
| | LANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS |
| | PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR |
| | PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE |
| | DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT. |
| | FL ADMIN CODE 61G15-23.002 ENGINEERS |
| | |
| | 4B) THE PRESSURES ON THE FLORIDA ENGINEERING REPORT ARE |
| | CONSIDERLY LOW FOR EXAMPLE ZONE 3 INDICATES A -86.8 PSF |
| | WHERE-AS A 0-7 DEGREE ROOF AT 30 FEET ABOVE GRADE IN A |
| | "B" EXPOSURE ARE 89.0 . LOCATED 30FT ABOVE GRADE |
| | LOCATED IN A "C" EXPOSURE WITH A HEIGHT AND EXPOSURE |
| | MULTIPLIER OF 1.40 THE PRESSURES ARE INCREASED GREATLY. |
| | |
| | 4C) SHOP DRAWINGS FOR THE FOAM INSULATION AND LIGHT |
| | WEIGHT CONCERTE CAN BE SUBMITTED AFTER PERMIT. A |
| | SEPERATE REVIEW AND FEES ARE ASSOCIATED WITH THE |
| | ROOFING INSULATION SHOP DRAWINGS. |
| | |
| | ROOFING PRODUCT APPROVALS SUBMITTED: |
| | JOHN MANSVILLEMODIFIED OVER LIGHTWEIGHT CONCRETE DECK |
| | NOA 06-0626.05 |
| | PAGE 30, DECK TYPE 4 |
| | SYSTEM TYPE E(12) |
| | MAXIMUM DESIGN PRESSURE OF -105 LIMITATION# 7 |
| | |
| | ELASTIZELL LIGHTWEIGHT INSULATING CONCRETE |
| | NOA 08-0331.03 |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE |
| | CUSTOMER SERVICE SURVEY AT: |
| | WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES |
| | |
| | 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 |
| | |
