| Date |
Text |
| 2003-10-06 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03051238 |
| | ADD: 750 EXECUTIVE CENTER DR W |
| | CONT: EXECUTIVE TRUST, LTD |
| | TEL: (561)547-0207 |
| | (561)547-5512 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 3RD REVIEW |
| | ACTION: DENIED |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2) PROVIDE A RECORDED PLAT, PLEASE PRO- |
| | VIDE US IN WRITING WHICH OF THE |
| | PROPOSEDSTREET NAMES YOUR FIRM WILL BE |
| | USING. |
| | A) MALIBU BAY COURT |
| | B) MALIBU BAY DRIVE |
| | |
| | 3) FAIR HOUSING, THE PLAN FROM URBAN |
| | DESIGN STUDIOS DOES NOT INDICATE WHERE |
| | THE ACCESSIBLE ROUTE FROM THE PUBLIC |
| | WAYIS, NOR DO WE INDICATE CURB CUTS ON |
| | THE PLAN. OTHER AREAS IN QUESTION ARE |
| | THE |
| | DUMPSTERS AND THE RECYCLING CENTER NEXT |
| | TO DUMPSTER NO WALKWAY. DETECTABLE |
| | WARN-INGS ON WALKING SURFACES. APPENDIX |
| | A4.3.11.3 STAIRWAY WIDTHS 48" WIDE EXIT |
| | STAIRWAY IS NEEDED TO ALLOW ASSISTED |
| | EVACUATION. |
| | |
| | 4) SITE AMENITIES UNDERSTOOD THAT THE |
| | SITE AMENITIES WILL BE UNDER SEPERATE |
| | PERMIT AND SEPERATE REVIEW. |
| | |
| | 5) THE ONLY PRODUCT TESTING REPORT SUB- |
| | MITTED IS THE OVERHEAD DOOR FOR THE |
| | CLUBHOUSE. THE LETTER FROM HOUSING |
| | TRUSTGROUP INDICATES THAT THE REMAINDER |
| | OF |
| | THE PRODUCT REPORTS WAS TO BE SUBMITTED |
| | SEPTEMBER 30. NO SUCH REPORTS WERE |
| | RECEIVED NOR WAS THE INFORMATION FOR |
| | STORM SHUTTERS OR HURRICANE |
| | PREPAREDNESSPLAN. SEPERATE PERMITS WITH |
| | ASSOCIATED |
| | REVEIWS AND FEES WILL BE REQUIRED!!!!!! |
| | |
| | 6) 105.3.6 ADMINISTRATION CODE, |
| | SPECIAL INSPECTOR, RESIDENT INSPECTOR |
| | PROGRAM, WILL BE REQUIRED TO REGISTER |
| | WITH DON NEELY 805-6665. |
| | |
| | 7) 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. |
| | 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 |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | SUBMITTED WAS A SINGLE COPY OF A REPORT, |
| | SUBMIT 3 SIGNED/SEALED REPORTS. |
| | |
| | 8) FL BLD CODE CHAP 13 ENERGY EFFICENCY |
| | PROVIDE ENERGY CALS/ W MANUAL "J" |
| | PROVIDE WORST CASE SENERIO FOR EACH UNIT |
| | AND CLUBHOUSE. |
| | |
| | 9) STATE STAUTE 553.895(2) MULTIFAMILY |
| | RESIDENTIAL BUILDINGS 3 STORIES OR |
| | GREATER REQUIRE FIRE SPRINKLER PLANS |
| | TO BE SUBMITTED AS PART OF THE PERMIT |
| | READY PACKAGE. SEPERATE PLANS WILL ALSO |
| | BE REQUIRED FOR THE FIRE SPRINKLER |
| | PERMIT!!!! |
| | |
| | 10)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. |
| | |
| | |
| | *************CLUBHOUSE**************** |
| | |
| | 11)2504.2.2 INSTALLATION OF EXTERIOR |
| | LATHING AND FRAMING SHALL COMPLY WITH |
| | ASTM C-1063.HI RIB LATH TO BE NAILED @ |
| | 4" O.C. W/ 2" ROOFING NAILS OR STAPLES. |
| | SHEET AM-4. |
| | |
| | 12)1609.4.3 LOAD REDUCTION. |
| | WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| | MORE LOADS IN COMBINATION WITH DEAD LOAD |
| | ARE INVESTIGATED IN LOAD COMBINATIONS OF |
| | 1609.4.1 OR 1609.4.2, THE COMBINED |
| | EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| | LOADS SHALL NOT BE LESS THAN THE EFFECTS |
| | FROM THE LOAD COMBINATION OF THE DEAD |
| | LOAD PLUS THE LOAD PRODUCING THE LARGEST |
| | EFFECTS. INCREAS IN ALLOWABLE STRESS SPE |
| | CIFIED IN THE MATERIALS SECTIONS OF THIS |
| | CODE OR A REFRENCED STANDARD SHALL NOT |
| | BE USED WITH THESE LOAD COMBINATIONS |
| | EXCEPT THAT A DURATION OF LOAD INCREASE |
| | SHALL BE PERMITTED IN ACCORDANCE WITH |
| | CHAPTER 23. |
| | USP HTD19- 2560 UPLIFT. |
| | |
| | NOTE TRUSSES ARE TO BE DESIGNED WITH |
| | 10 LBS. LIVE LOAD!!!!! |
| | |
| | 13) BREEZEWAYS: PLANS INDICATE A 2 HR. |
| | WALL BUT ONLY A 1HR "C" LABEL DOOR. |
| | 705.1.3.4 REQUIRES A 1 1/2HR "B" LABEL |
| | DOOR, AVERAGE TEMPERATURE RISE DEVELOPED |
| | ON THE UNEXPOSED SIDE SHALL NOT EXCEED |
| | 450 DEGREES AT THE END OF 30 MIN OF |
| | STANDARD FIRE TEST EXPOSURE. |
| | |
| | 14) PLANS EITHER NOT SEALED OR MISSING |
| | PAGES: |
| | SET# 1 REVIEW SET |
| | COMPLETE BUT UNSEALED SHEETS |
| | SET# 2 ED-1 IS OLD |
| | SET# 3 ED-1 IS OLD |
| | MISSING COVER |
| | MISSING S-T2.1 |
| | S-T2.2 |
| | SA.1 |
| | SA.2 |
| | |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
