Date |
Text |
2004-06-19 00:00:00 | BUILDING PLAN REVIEW |
| PERMIT: 04051036 |
| ADD: 4512 N FLAGLER DR |
| CONT: MHS CONSTRUCTION |
| TEL: (561)282-8220 |
| 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 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. |
| |
| 3) PROVIDE FLOOD ZONE ELEVATION |
| CERTIFICATE FOR NEW CONSTRUTION WITH |
| BASE FLOOD ELEVATION, CITY CODE REQUIRES |
| AN ADDITIONAL 6".MINIMUM ELE. 7'-6" |
| |
| 4) 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) STOREFRONT SYSTEM W/ LARGE MISSLE |
| IMPACT TESTING |
| B) MULLIONS |
| C) EXTERIOR DOORS |
| D) GUARDRAILS- SEE RULE 9B-72 |
| E) ROOFING ASSEMBLIES |
| |
| 5) 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 |
| |
| 6) 414.3 ATRUIMS. AN APPROVED AUTOMATIC |
| FIRE SPRINKLER SYSTEM SHALL BE INSTALLED |
| THROUGHOUT THE ENTIRE BUILDING. |
| |
| 7) SEE 414.2 SMOKE CONTROL FOR LESS THAN |
| 600,000 CU FT. A SMOKE EXHAUST SYSTEM |
| SHALL BE LOCATED AT THE CEILING OF THE |
| ATRIUM.SUCH SYSTEM SHALL EXHAUST 40,000 |
| CFM. |
| |
| 8) 414.3 SUPPLY AIR INLETS MAY BE PRO- |
| VIDED AT THE LOWEST LEVEL OF THE ATRIUM. |
| |
| 9) SMOKE CONTROL 414.1 UPON DETECTION |
| OF A FIRE THE SYSTEM SHALL SHUT DOWN THE |
| AIR SUPPLY TO THE FIRE FLOOR AND THE RE- |
| TURN AIR FROM ALL NON FIRE FLOORS. |
| |
| 10) 3RD FLOOR, WEST END. 414.5 1-HR FIRE |
| SEPERATION FROM ADJACENT SPACES, OR SEE |
| AUTO SPRINKLER SPACING. |
| |
| 11) 414.6 AUTO FIRE DETECTERS. |
| |
| 12) 414.7 STANDBY POWER. |
| |
| 13)1511.7 ROOF MOUNTED MECHANICAL UNIT |
| S SHALL BE MOUNTED ON CURBS RAISED A |
| MINIMUM OF 8 INCHES ABOVE THE ROOF SUR- |
| FACE, OR WHERE ROOFING MATERIALS EXTEND |
| BENEATH THE UNIT, ON RAISED EQUIPMENT |
| SUPPORTS PROVIDING A MINIMUM CLEARENCE |
| HEIGHT IN ACCORDANCE WITH TABLE 1511.7. |
| MECH. 301.13 WIND RESISTANCE |
| MECHANICAL EQUIPMENT, APPLIANCES AND SUP |
| PORTS THAT ARE EXPOSED TO WIND SHALL BE |
| DESIGNED AND INSTALLED TO RESIST THE |
| WIND PRESSURES ON THE EQUIPMENT & THE |
| SUPPORTS AS DETERMINED IN ACCORDANCE |
| WITH THE FL BLD CODE. THIS MAY BE ACCOMP |
| LISHED BY DESIGN OR BY APPLICATION OF |
| SECTION 301.13.1. |
| |
| 14) 1015.2 GUARDRAILS ARE TO BE A MINI- |
| MUM OF 42" TALL. |
| |
| 15) FBC 1608.2.2THE GUARDRAIL SHALL BE |
| DESIGNED AND CONSTRUCTED FOR A |
| CONCENTRATED LOAD OF 200 LB APPLIED IN |
| ANY DIRECTION AT THE TOP OF THE |
| GUARDRAIL, A CONCENTRATED HORIZONTAL |
| LOAD OF 200 LB APPLIED ON A 1 SQ FT AREA |
| AT ANY POINT, AND A LINE LOAD OF 50 PLF |
| APPLIED HORIZONTALLY AT THE REQUIRED |
| GUARDRAIL HEIGHT WITH A SIMULTANEOUS |
| LINE LOAD OF 100 PLF APPLIED VERTICALLY |
| DOWNWARD ON THE TOP OF THE GUARDRAIL. |
| THESE LOADS SHALL NOT BE APPLIED |
| SIMULTANEOUSLY (UNLESS NOTED ABOVE) BUT |
| SHALL BE APPLIED INDIVIDUALLY TO PRODUCE |
| MAXIMUM STRESS IN EACH OF THE COMPONENTS |
| OR SUPPORTS.AMEND/ANNOTATE THE PLANS. |
| |
| 16) SHEET A2 INDICATES NEW A/C CLOSET |
| WHERE WILL THIS UNIT SUPPLY AIR TO? |
| |
| 17)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 |