| Date |
Text |
| 2004-10-19 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04090541 |
| | ADD: 747 N CONGRESS |
| | CONT: WCI COMMUNITIES |
| | TEL: (561)775-2120 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | THERE IS A DIFFERENCE IN THE ORIGINAL |
| | PROPERTY CONTROL NUMBER AND THE CURRENT |
| | NUMBER ON THE PROPERTY APPRAISERS SITE, |
| | INFORMATION AS TO WAS THE PROPRETY |
| | REPLATED? |
| | |
| | 3) 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 DEFINITLY 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 |
| | PROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | |
| | 4) SHEET S2 FASTENER SCHEDULE: WIRE LATH |
| | & 3/8" METAL RIB LATH THE SECTIONS |
| | QOUTED 2507 ARE THE HIGH VELOCITY HURRI- |
| | CANE ZONE. THE CORRECT SECTION IS |
| | 2504.2.2 INSTALLATION OF EXTERIOR LATH- |
| | ING AND FRAMING SHALL COMPLY WITH ASTM |
| | C-1063.THE FIRST QUESTION IS FOR THE |
| | WIRE LATH, DIAMOND MESH WHAT WILL THE |
| | MINIMUM WEIGHT BE OF THE METAL PLASTER |
| | BASE? SEE FOOTNOTE "D" ON VERTICAL APPLI |
| | CATIONS, WIRE LATH SHALL BE FURRED AWAY |
| | FROM VERTICAL SUPPORTS OR SOLID SHEATH- |
| | ING AT LEAST 1/4". ONCE THE MINIMUM |
| | WEIGHT IS KNOWN WHAT IS THE MAXIMUM |
| | CENTER TO CENTER, WALLS AND CEILINGS. |
| | CORRECT MINIMUM EMBEDMENT FOR VERTICAL |
| | AND HORIZONTAL APPLICATIONS AND SPACING |
| | OF FASTENER. |
| | |
| | 5) 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) FIXED WINDOWS- HIGHLIGHT IF 1000 OR |
| | 2000 SERIES WINDOWS WILL BE USED AND IF |
| | WINDOWS WILL BE IMPACT OR NON-IMPACT. |
| | B) EXTERIOR DOORS |
| | C) STORM SHUTTERS |
| | D) STRUCTURAL COMPONENTS- TRUSS ANCHORS |
| | E) PANEL WALLS- SOFFITS |
| | F) ROOFING ASSEMBLIES |
| | |
| | 6) ATTIC AREA OF THE GUARD HOUSE, WILL |
| | THERE BE STORAGE? DESIGN FOR 125LBS/ FT? |
| | |
| | 7) 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 |
| | 471.025 ORIGINAL SIGNATURES REQUIRED, |
| | NO RUBBER STAMP SIGNATURES. |
| | |
| | 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 |
