| Date |
Text |
| 2008-12-24 09:58:46 | BUILDING PLAN REVIEW |
| | PERMIT: 08040391 |
| | ADD: 1001 OKEECHOBEE BLVD |
| | CONT: ANDERSON MOORE |
| | TEL: (561)662-1819 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 3RD REVIEW |
| | DEC.24/2008 |
| | ACTION: DENIED |
| | |
| | 1A) INFORMATIONAL: 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. |
| | |
| | 1B) INFORMATIONAL FL S S 713.13 NOTICE OF COMMENCEMENT, |
| | TO BE FILED WITH THE CLERK OF THE COURT. NOTE: |
| | 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF |
| | COMMENCEMENT IS NOT ACTUALLY COMMENCED 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. |
| | |
| | 1C) INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST |
| | TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO |
| | THE 2004 FBC BUILDING WITH THE 2007 SUPPLEMENTS. |
| | |
| | 2) THE COMPUTATIONS SUBMITTED PAGE 28 FROM SSMA ARE A |
| | GENERIC TABLE THEY DO NOT REFLECT THE VALUES OF THE |
| | SCREW TYPE OF ALLOY, GRADE OF MATERIAL SHOULD BE |
| | VERIFIED BY THE MANUFACTURER. I'VE SPOKEN WITH FORD |
| | FASTENERS ABOUT THE 1000 STEEL SELF DRILLING SCREW, NO |
| | VALUES WOULD BE GIVEN BECAUSE THERE HAS BEEN NO TESTING |
| | FOR THIS FASTENERS. THE SECOND ISSUE IS THE ALTIMATE |
| | FAILURE STRENGTH VERSES THE DESIGN LOADS OF THE |
| | FASTENERS BEING USED. |
| | |
| | IN THE TABLE SUBMITTEDON PAGE 28 THE THE LINE FOR 43 |
| | MILS IS CIRCLED TOR THICKNESS OF MATERIAL VERES A # 10 |
| | SCREW. SCREW TABLE NOTES ,WHEN CONNECTING MATERIALS OF |
| | DIFFERENT STEEL THICKNESS OR TENSILE STRENGTH (FU) THE |
| | LOWEST APPLICABLE VALUES SHOULD BE USED. THE TENSILE |
| | STRENGTH INDICATED FY+33KSI SHOUD BE USED NOT THE |
| | 43MIL. THIS REDUCES THE PULLOUT TO 66 AND SHEER TO 140. |
| | |
| | THE NEST ISSUE IS THE PULL OUT VALUE IS LISTED AS 109 |
| | FOR A #10 SCREW THE SAFETY FACTOR AND THE SAME WITH |
| | SHEAR VALUES. THE DESIGNER IS TAKING THE ULTIMATE |
| | FAILURE PRESSURES BY MULTIPLYING THEMBY THREE |
| | AND THEN CUTTING THE PRESSRES IN HALF THEN MULTIPLYING |
| | THEM AGAIN BY 1.33 THERE IS NO SAFETY FACORS BUILT INTO |
| | THE EQUATION.THE THIRD ISSUE IS 33% INCREASE IS TAKEN |
| | FOR THE FASTENERS. 1605.3.1.1. PLEASE REVIEW SIMILAR |
| | PROJECT 08070134 WHERE THE SAME VALUES WERE TAKEN. |
| | 1604.1 GENERAL. |
| | BUILDING, STRUCTURES AND PARTS THEREOF SHALL BE |
| | DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH STRENGTH |
| | DESIGN, LOAD AND RESISTANCE FACTOR DESIGN, ALLOWABLE |
| | STRESS DESIGN, EMPIRICAL DESIGN OR CONVENTIONAL |
| | CONSTRUCTION METHODS, AS PERMITTED BY THE APPLICABLE |
| | MATERIAL CHAPTERS. |
| | |
| | THE DESIGN LOADS ON THE PANELS ARE ACTING THE SAME WAY |
| | AS SHEAR WALLS ACT, SO THE ALLOWABLE STRESS DESIGN. |
| | 2211.2.1 DESIGN SHEAR DETERMINATION. |
| | WHERE ALLOWABLE STRESS DESIGN (ASD) IS USED, THE |
| | ALLOWABLE SHEAR VALUE SHALL BE DETERMINED BY DIVIDING |
| | THE NOMINAL SHEAR VALUE, SHOWN IN TABLES 2211.2(1) AND |
| | 2211.2(2) BY A FACTOR OF SAFETY (OMEGA) WHICH SHALL BE |
| | TAKEN AS 2.50. ALSO SEE FOOTNOTEA TABLE 2211.2.1. FOR |
| | SAFETY FACTORS. |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
| | 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. |
| | |
