| Date |
Text |
| 2004-05-27 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04041962 |
| | ADD: 9861 OKEECHOBEE BLVD |
| | CONT:RIZNICK CONSTRUCTION |
| | TEL: (954)931-6896 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2)FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | WHERE THE BEARING CAPACITY OF THE SOIL |
| | IS NOT DEFINITEY KNOWN, OR IS IN |
| | QUESTIONTHE BUILDING OFFICIAL MAY |
| | REQUIRE EXPLORATIONS, TEST OR OTHER |
| | ADEQUATE PROOF AS TO THE PERMISSIBLE |
| | SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| | TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| | CITY SHALL BE CERTIFIED BY A GEOTECH- |
| | NICALREPORT FROM A DESIGN PROFESSIONAL |
| | PROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | |
| | 3)SHEET CS CODE SUMMARY INDICATES THAT |
| | THE STURTURE IS IN A FIRE DISTRICT, NOT |
| | SO! |
| | |
| | 4) FLOOD ZONE AO |
| | PROVIDE FLOOD ZONE ELEVATION |
| | CERTIFICATE FOR NEW CONSTRUTION WITH |
| | BASE FLOOD ELEVATION, CITY CODE REQUIRES |
| | AN ADDITIONAL 6". |
| | |
| | 5) SHEET S1 DELETE NOTE DEALING WITH |
| | HIGH VELOCITY WIND ZONES. |
| | |
| | 6) SHEET S1 GENERAL NOTE# 14 NO BOTTOM |
| | CHORD LIVE LOAD, 10 LBS,SEE TABLE 1604.1 |
| | |
| | 7)1606.1.4(1) IN WIND BORNE DEBRIS |
| | REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| | ASSUMED TO BE OPENINGS UNLESS SUCH |
| | GLAZING IS IMPACT RESISTANT OR PROTECTED |
| | WITH AN IMPACT RESISTANT COVERING MEET- |
| | ING THE REQUIREMENTS OF SSTD 12, ASTM |
| | E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| | 1) GLAZED OPENINGS LOCATED WITHIN 30 FT |
| | OF GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST. |
| | |
| | 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 LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 8) FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) WINDOWS |
| | B) EXTERIOR DOORS, SOLID OR GLAZED |
| | C) MULLIONS |
| | D) TRUSS ANCHORS |
| | E) STORM SHUTTERS |
| | F) ROOFING ASSEMBLIES |
| | |
| | 9)1707.4.5.1 MULLIONS OCCURRING |
| | BETWEEN INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. |
| | |
| | 10) 1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| | ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| | TO THE ROUGH OPENING SUBTRATE. |
| | |
| | 11) 1606.5 MAIN WIND-FORCE RESISTING |
| | SYSTEM. PROVIDE TRUSS LAYOUT SYSTEM |
| | WITH TRUSS AND GIRDER LOADS, VERTICAL, |
| | HORIZONTAL & GRAVITY LOADS. PROVIDE A |
| | HURRICANE ANCHOR SCHEDULE WITH MANUFACTU |
| | RER, MODEL NUMBER OF STRAP, LOCATION, |
| | DIRECTION AND MAGNITUDE OF LOADS TO BE |
| | RESISTED. |
| | |
| | 12)FL BLD CODE 2309.6 ATTIC ACCESS, PRO- |
| | VIDE ATTIC ACCESS 20"X36". |
| | |
| | 13) S-2 ROOF NIALING SCHEDULE, SEE WPB |
| | AMENDMENT ROOF SHEATHING NAILING REQUIRE |
| | MENTS TABLE 2306.1 SEE INTERMEDIATE |
| | NAILING PATTERN. |
| | |
| | 14) S-2 NOTE # 8, BOTTOM CHORD OF ROOF |
| | TRUSSES ARE NOT BRACED BYRIGID CEILING |
| | PROVIDE INFORMATION FOR BRACING. |
| | |
| | 15)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. |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| | THE PLANS WHEN RESUBMITTING PLANS. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW 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. |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
