| Date |
Text |
| 2003-09-23 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT:03051238 |
| | ADD:750 EXECUTIVE CENTER DRIVE WEST |
| | CONT:EXECUTIVE TRUST, LTD |
| | TEL: (561)547-0270 |
| | (561)547-5512 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 2ND REVIEW |
| | ACTION: DENIED |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2)PROVIDE A RECORDED PLAT, AND SITE PLAN |
| | WITH THE APPROVED STREET NAMES. INDICATE |
| | ALL SITE AMENITIES. |
| | WE RECEIVED A SITE PLAN AS OF 9/22/03 |
| | |
| | I HAD E-MAILED THE COUNTY WITH THE PRO- |
| | POSED STREET NAMES THAT WAS SUBMITTED |
| | LAST 11/25/02. |
| | THE COUNTY WILL RESERVE EITHER OF THE |
| | FOLLOWING STREET NAMES ONCE YOUR FIRM |
| | NOTIFIES ME IN WRITING YOUR CHOICE OF |
| | PROPOSED STREET NAMES. |
| | A) MALIBU BAY COURT |
| | B) MALIBU BAY DRIVE |
| | |
| | 3) FAIR HOUSING: PROVIDE THE SITE PLAN |
| | THAT CONFORMS TO THE FAIR HOUSING |
| | GUIDELINES FOR MULTIFAMILY HOUSING. IN-D |
| | ICATE AN ACCESSIBLE ROUTE TO ALL BUILD- |
| | INGS AND AMENITIES ASA WELL AS PUBLIC |
| | TRANSPORTATION, ETC LEASING OFFICE RE- |
| | QUIRES HANDICAPPED PARKING. |
| | YOUR COMMENT IS TO REFER TO THE CIVIL |
| | PLANS WHICH HAVE NOT BEEN SUBMITTED??? |
| | |
| | 4) IT IS UNDERSTOOD THAT THE SITE AMENIT |
| | IES PACKAGE WILL BE PERMITTED LATTER. |
| | |
| | 5) FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORT, SBCCI OR DADE COUNTY |
| | REPORT ARE ACCEPTED.MISSING REPORTS: |
| | A) THE OVERHEAD GARAGE DOOR. |
| | |
| | |
| | PLEASE INDICATE ON THE PLANS THAT ONLY |
| | THE FIRST FLOOR CAN BE NON-IMPACT GLAZ- |
| | ING AS REQUIRED BY CITY'S IMPLEMENTA- |
| | TION STANDARD FOR HURRICANE MISSLE |
| | IMPACT PROTECTION.103.6,1606.1.4 AND |
| | 1707.4. |
| | |
| | IT IS UNDERSTOOD THAT YOU WISH TO MAKE |
| | APPLICATION FOR STORM SHUTTERS PERMIT AT |
| | A LATER DATE. |
| | REQUIRED IN THE STORM SHUTTER PACK- |
| | AGE WILL BE: |
| | PROVIDE STORM PANEL INFORMATION WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS AND MOUNTING TO BE USED |
| | FOR ALL NON-IMPACT GLAZING. |
| | FBC 1606.1.4. |
| | FL BLD CODE 2001 SECTION 103.6, |
| | 1606.1.4, 1707.4 & 3401.7.2.4. |
| | PROCEDURES: 1(B) A COMPLETE INSTALLATION |
| | SCHEDULE SUMMARIZING & IDENTIFYING |
| | OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| | NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM |
| | BAR REINFORCING REQUIREMENTS, WALL PRES- |
| | SURE ZONES, SLAT TYPES, ETC., SHALL BE |
| | SUBMITTED AT TIME OF PERMIT APPLICATION |
| | TO FACILITATE PLAN REVIEW AND PERMIT |
| | ISSUANCE. |
| | ITEM #13 OF STANDARD A PRE-STORM PREPA |
| | RATION PLAN MUST BE SUBMITTED TO THE |
| | BUILDING OFFICIAL.ANY SUCH PLAN SHALL |
| | INCLUDE, AT A MINIMUM, ON-SITE LOCATION |
| | OF SCHUTTERS, PARTY RESPONSIBLE FOR SE- |
| | CURING THE SHUTTERS, (SAID PARTY MUST BE |
| | LOCATED WITHIN PALM BEACH COUNTY), TOTAL |
| | NUMBER OF OPENINGS TO BE PROTECTED AND |
| | THE TOTAL TIME REQUIRED TO SECURE ALL |
| | OPENINGS.PROTECTION OF OPENINGS SHALL BE |
| | ACCOMPLISHED WITHIN 12 HRS OR LESS OF |
| | THE OFFICIAL NOTIFICATION BY THE |
| | NATIONAL WEATHER SERVICE OF A HURRICANE |
| | WATCH. BASED UPON THIS CODE PROVISION, |
| | ACCEPTANCE OF ALTERNATE MATERIALS AND ME |
| | THODS MAY BE APPROVED ON A CASE -BY-CASE |
| | BASIS AND SHALL REQUIRE SUFFICIENT |
| | EVIDENCE OR PROOF TO SUBSTANIATE ANY |
| | CLAIM REGARDING THE ALTERNATE. |
| | |
| | 6) 105.3(6) ADMINISTRATIVE CODE, |
| | SPECIAL INSPECTOR, RESIDENT INSPECTOR |
| | PROGRAM, WILL BE REQUIRED TO REGISTER |
| | WITH THE OUTSIDE INSPECTOR COORDINATOR |
| | 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 I |
| | S NOT DEFINITEY KNOWN, OR IS IN QUESTION |
| | THE BUILDING OFFICIAL MAY REQUIRE EXPLOR |
| | ATIONS, 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 P |
| | ROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | |
| | 8) STATE STATUTE 553.895(2) MULTIFAMILY |
| | RESIDENTIAL BUILDINGS 3 STORIES OR GREAT |
| | ER REQUIRE FIRE SPRINKLER PLAN TO BE SUB |
| | MITTED AS PART OF THE PERMIT READY |
| | PACKAGE. SEPERATE PLANS WILL ALSO BE RE- |
| | QUIRED FOR THE FIRE SPRINKLER PERMIT!!!! |
| | |
| | 9)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********* |
| | |
| | 10) AM-4 MAILBOX DETAIL, 2X4 WOOD FRAM- |
| | ING DETAIL, FRAMING C/C? MISSING NEW |
| | AM-4. |
| | |
| | 11) AM-4 MISSING SHEET AND DETAIL FOR |
| | HI-RIB LATH. |
| | |
| | 12) CLUBHOUSE MISSING NEW AM-7 WITH |
| | TRUSS ANCHOR SCHEDULE. |
| | 1707.3.1 JOIST HANGERS, FRAMING |
| | ANCHORS & SIMILAR DEVICES SHALL BE TEST- |
| | ED IN ACCORDANCE W/ ASTM D 1761 & BE |
| | LABELED AND LISTED FOR THEIR LOAD CARRY- |
| | ING CAPACITY. |
| | 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. |
| | |
| | 12) MISSING NEW SHEET AM-8 DETAIL 8 & 13 |
| | 2X4 BLOCKING DRAWN IN THE CMU, NOT AT- |
| | TACHED TO THE CMU. |
| | |
| | ***APARTMENT BUILDING COMMENTS******** |
| | |
| | 13) 9-24-03 DELETE COMMENT# 13. |
| | |
| | 14) S-D1/ S-D5 INDICATES THE SLAB AND FO |
| | UNDATION AS 12" VERTICALLY. |
| | 1804.1.3 THE BOTTOM OF THE FOUNDA- |
| | TION SHALL EXTEND NO LESS THAN 12" |
| | BELOW FINISH GRADE. |
| | 1804.1.7 W.P.B. AMENDMENTS REQUIRE |
| | A MINIMUM OF 4" SLAB ABOVE GRADE. WITH |
| | THE FOUNDATION A TOTAL OF 16" MINIMUM |
| | VERTICAL MEASUREMENT FOR FOUNDATIONS. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
