| Date |
Text |
| 2007-09-25 16:01:14 | CONSTRUCTION SERVICES DEPARTMENT |
| | 200 SECOND STREET, 3RD FLOOR, WEST PALM BEACH, |
| | FLORIDA33401 |
| | TEL:561-805-6713FAX: |
| | 561-805-6731 |
| | |
| | JAMES JOHNSTON, PERMIT NO 07050876 BUILDING |
| | PLAN EXAMINERII PROJECT COMMERCE |
| | BANK |
| | E-MAIL:JJOHNSTON @WPB.ORG ADDRESS 2031 PALM |
| | BEACH LAKES BLVD |
| | DATE SEPTEMBER 24, 2007 |
| | |
| | STRUCTURALPLANREVIEW |
| | |
| | IMPACT FEES |
| | BEFORE A PERMIT TO CONSTRUCT MAY BE ISSUED, IMPACT FEES |
| | MUST BE PAID TO PALM BEACH COUNTY. |
| | THE PERMITTED 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. |
| | PALM BEACH COUNTY ASSESSMENT |
| | PALM BEACH COUNTY IMPACT FEE ASSESSMENT HAS MOVED TO: |
| | 2300 N JOG ROAD, SUITE 2 WPB 33411 |
| | COMMENT-FOR YOUR INFORMATION |
| | |
| | |
| | NOTE ON COVER SHEET 1 |
| | FBC2004 BUILDING W/ 2005 AND 6 REVISIONS |
| | FAC 2004CHAPTER 11 |
| | TYPE OF CONSTRUCTION / SPRINKLED / UN-SPRINKLED WIND |
| | SPEED AND EXPOSURE |
| | WIND IMPORTANCE FACTOR |
| | TYPE OF OCCUPANCY |
| | OCCUPANT LOAD |
| | GROSS LOAD |
| | NET LOAD |
| | |
| | |
| | 1. FL S S 713.13NOTICE OF COMMENCEMENT |
| | TO BE FILED WITH THE CLERK OF THE COURT.NOTE: |
| | 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF |
| | COMMENCEMENT IS NOT ACTUALLY COMMENCED WITHIN 90 DAYS |
| | AFTER THE RECORDING THEREOF, SUCH NOTICE IS NULL & |
| | VOID. NOTE: 713.13(6). |
| | THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE |
| | CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. COMMENT- |
| | FOR YOUR INFORMATION |
| | |
| | |
| | 2. F.S. 481.219CERTIFICATE OF AUTHORIZATION |
| | A CERTIFICATE OF AUTHORIZATION SHALL BE REQUIRED FOR A |
| | CORPORATION, LIMITED LIABILITY |
| | COMPANY, PARTNERSHIP, OR PERSON OPERATING UNDER A |
| | FICTITIOUS NAME, OFFERING ARCHITECTURAL SERVICES TO THE |
| | PUBLIC JOINTLY OR SEPARATELY. |
| | COMMENT-INTERARCH C.A. IS MISSING |
| | |
| | |
| | |
| | 3 FBC BUILDINGS 1609.1.4 PROTECTION OF OPENINGS. IN |
| | WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL |
| | BE IMPACT RESISTANT OR PROTECTED WITH AN IMPACT |
| | RESISTANT COVERING MEETING THE REQUIREMENTS OF SSTD 12, |
| | ASTM E 1886 AND ASTM E 1996, ANSI/DASMA 115 (FOR GARAGE |
| | DOORS AND ROLLING DOORS) OR MIAMI-DADE TAS 201, 202 AND |
| | 203 OR AAMA 506 REFERENCED THEREIN AS FOLLOWS: COMMENT- |
| | FOR YOUR INFORMATION |
| | |
| | 4 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 ATWWW.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 APPLICATION FOR |
| | LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE |
| | 9B-72. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG COMMENT- |
| | FOR YOUR INFORMATION |
| | |
| | 5 ROOF HATCH |
| | COMMENT-THE ENGINEER SUBMITTING THE TESTING |
| | INFORMATION MUST BE A FLORIDA P.E. |
| | PLEASE SEE THE ATTACHED FLORIDA COMMUNITY AFFAIRSRULE |
| | 9B-72 |
| | THIS WILL GIVE YOU THE DIRECTION TO ACHIEVE LOCAL |
| | PRODUCT APPROVAL. |
| | ALSO SEE THE ATTACHED APPLICATION THAT MUST BE |
| | SUBMITTED FOR THIS APPROVAL |
| | SYSTEM |
| | |
| | |
| | 6.PRODUCT APPROVALALUMINUM LOUVERSAEL-42D-7060 |
| | COMMENT- ONLY ONE COPY WAS SUBMITTED. THIS PRODUCT IS |
| | ACCEPTABLE FOR USAGE |
| | PLEASE SUBMIT ADDITIONAL COPY FOR ACCEPTANCE |
| | |
| | |
| | 7 PRODUCT APPROVALEXTERIOR INSULATION AND FINISH |
| | SYSTEM |
| | COMMENT- ONLY ONE COPY WAS SUBMITTED. THIS PRODUCT IS |
| | ACCEPTABLE FOR USAGE |
| | PLEASE SUBMIT ADDITIONAL COPY FOR ACCEPTANCE |
| | |
| | 8 ENERGY CALCULATIONS |
| | GROSS AREA DOES NOT MATCH PLAN ALONG WITH OTHER ITEMS |
| | WHEN REVIEWING PLEASE CHECK PLAN FOR COMPLIANCE |
| | |
| | 9DRINKING FOUNTAINS. |
| | WHERE ONLY ONE DRINKING FOUNTAIN IS PROVIDED ON A |
| | FLOOR, THERE SHALL BE A DRINKING FOUNTAIN WHICH IS |
| | ACCESSIBLE TO INDIVIDUALS WHO USE WHEELCHAIRS IN |
| | ACCORDANCE WITH SECTION 11-4.15 AND ONE ACCESSIBLE TO |
| | THOSE WHO HAVE DIFFICULTY BENDING OR STOOPING. (THIS |
| | CAN BE ACCOMMODATED BY THE USE OF A "HI-LO" FOUNTAIN; |
| | BY PROVIDING ONE FOUNTAIN ACCESSIBLE TO THOSE WHO USE |
| | WHEELCHAIRS AND ONE FOUNTAIN AT A STANDARD HEIGHT |
| | CONVENIENT FOR THOSE WHO HAVE DIFFICULTY BENDING; BY |
| | PROVIDING A FOUNTAIN ACCESSIBLE UNDER SECTION 11-4.15 |
| | AND A WATER COOLER; OR BY SUCH OTHER MEANS AS WOULD |
| | ACHIEVE THE REQUIRED ACCESSIBILITY FOR EACH GROUP ON |
| | EACH FLOOR.) |
| | |
| | 10 1503.4.3 OVERFLOW SCUPPERS. |
| | WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT |
| | PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR |
| | PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4 |
| | INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND |
| | SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED |
| | VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET |
| | SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING. |
| | COMMENTIN THE EVENT OF CLOGGED DRAINS WHAT MEANS IS |
| | AVAILABLE TO DISPERSE THE WATER OFF THE ROOF SURFACE |
| | |
| | 11 A003DETAIL 1 |
| | COMMENTSUBMIT TYPE OF FASTENING AND SPACING FOR TOP |
| | AND BOTTOM TRACK OF PARTITION |
| | |
| | 12 A003DETAIL 3 |
| | COMMENTSUBMIT TYPE OF FASTENING AND SPACING FOR |
| | TRACK |
| | |
| | 13 A003 DETAIL6 |
| | COMMENTDETAIL THE FASTENING AND SPACING FOR THE |
| | 1-1/2? METAL STUD ON EDGE TO THE CONCRETE CEILING |
| | |
| | 14 A004DETAIL 3 |
| | COMMENT19/32?PLYWOOD MUST BE SEPARATED FROM |
| | CONCRETE MASONRY UNITS |
