| Date |
Text |
| 2007-07-26 09:33:24 | BUILDING PLAN REVIEW |
| | PERMIT: 07070734 |
| | ADD: 480 HIBISCUS ST |
| | CONT: LATITE ROOFING |
| | TEL: (954)275-6024 |
| | BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | ACTION: DENIED |
| | |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | 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) FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED |
| | WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE |
| | WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS NOT |
| | ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE RECORDING |
| | THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6) |
| | THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE |
| | CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. |
| | |
| | 3) ALL PRODUCT APPROVALS ARE TO BE REVIEWED BY THE |
| | DESIGN PROFESSIONAL, THESTRUCTURAL ENGINEER DEL LOS |
| | REYES DOESN'T HAVE THEIR SHOP DRAWING STAMP INDICATING |
| | THEIR REVIEW WITH APPROVAL; |
| | 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. |
| | |
| | 4)PRODUCT APPROVALS SUBMITTED WITH PERMIT APPLICATION |
| | AFTER OCTOBER 1, 2003 ARE REQUIRED TO COMPLY WITH THE |
| | FLORIDA PRODUCT APPROVAL SYSTEM. FOR INFORMATION PLEASE |
| | SEE THE STATE WEBSITE AT WWW.FLORIDABUILDING.ORG. |
| | PRODUCTS WITH STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTSTHE PRODUCT |
| | IDENTITY NUMBER FROM THE STATE. IF THE PRODUCT DOES NOT |
| | HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICATION FOR LOCAL |
| | PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE 9B-72. |
| | SEEWWW.FLORIDABUILDING.ORG |
| | |
| | 5)WEST WIND LABORATORY, INC, IS OFFERING ENGINEERING |
| | SERVICES:471.023 F.S.CERTIFICATE OF AUTHORIZATION. |
| | THE TITLE BLOCK FOR ANY SHEET BEARING THE NAME OF AN |
| | ENGINEER PRACTICING UNDER A FICTITIOUS NAME, A |
| | CORPORATION, OR A PARTNERSHIP, OFFERING ENGINEERING |
| | SERVICES, SHALL INCLUDE THE CERTIFICATE OF |
| | AUTHORIZATION NUMBER. |
| | |
| | 6) WEST WIND LABORATORY: PE JON RAGGETT: LICENSE IS |
| | DELINQUENT, SEE ATTACHMENT. |
| | |
| | 7) P E JON RAGGETT PLANS, 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 STATE STAT: 61G15-23.002 ENGINEERS |
| | |
| | 8) 61G15-23.00261G15-23.002 SEAL, SIGNATURE AND DATE |
| | SHALL BE AFFIXED. |
| | ACOVER OR INDEX SHEET FOR ENGINEERING SPECIFICATIONS |
| | MAY BE USED AND THAT SHEET MUST BE SIGNED, SEALED AND |
| | DATED BY THOSE PROFESSIONAL ENGINEERS IN RESPONSIBLE |
| | CHARGE OF THE SPECIFICATIONS MAY BE USED AND THE |
| | PREPERATION OF EACH SECTION OF THE ENGINEERING |
| | SPECIFICATION WITH SUFFICIENT INFORMATION ON THE COVER |
| | SHEET OR INDEX SO THAT THE USER WILL BE AWARE OF EACH |
| | PORTION OF THESPECIFICATIONS FOR WHICH EACH |
| | PROFESSIONAL ENGINEER IS RESPONSIBLE. |
| | |
| | 9) SHEET # 11 DOESN'T INDICATE WHO IS RESPONSIBLE FOR |
| | THIS SHEET BUT THE PRESSURES DO NOT MATCH THE PRESSURES |
| | PROVIDED BY PE DE LOS REYES SEE STRUCTURAL SHEET S-8.4 |
| | AND THE PRESSURES FOR THE TYPICAL PENTHOUSESHOW |
| | -137AT WALLS AND OVERHANGS. PLEASE TAKE NOTE OF |
| | PRESSURES ON THIS SHEET!!!! THE SUPPLIED NOA |
| | (04-0716.04) HAVE PRESSURES GOOD TO -101.0 AND SYSTEMS |
| | LIMITATION # 1 INDICATES NO RATIONAL ANALYSIS OR |
| | EXTRAPOLATION SHALL BE PERMITTED FOR ENHANCED |
| | FASTENING. |
| | |
| | 10) JOHN MANSVILLE REPORT NOA (06-0626.05) INDICATE LOW |
| | PRESSURES OF -75 PSF, WILL REQUIRE ENHANCED FASTENING |
| | SEE LIMITATION# 7 ; |
| | XX___ THE SYSTEM PROVIDED STATESLIMITATION# 7, |
| | CALCULATIONS FROM RAS 117 SHALL BE SUBMITTED,THE |
| | FASTENERRESISTANCE BE LESS THAN THATREQUIRED, AS |
| | DETERMINED BY THEBUILDING OFFICIAL, A REVISED |
| | FASTENER SPACING, PREPARED , SIGNED AND SEALED BY A |
| | FLORIDA REGISTEREDPROFESSIONAL ENGINEER, REGISTERED |
| | ARCHITECT OR REGISTERED ROOF CONSULTANT MAY BE |
| | SUBMITTED. |
| | |
| | BUILDING PLAN REVIEW II |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
| | |
