| Date |
Text |
| 2004-01-08 00:00:00 | 1. EXPOSURE RATING- CODES AND STANDARD |
| | #1 WINDLOADS AS PER SECTION 1606 FBC |
| | "B"PAGE A1.1 EXPOSURE LISTED AS "C". |
| | CORRECT THE EXPOSURE RATING. |
| | |
| | 2. THE NOTICE OF COMMENCEMENT SHALL BE |
| | RECORDED AT PALM BEACH COUNTY |
| | COURTHOUSEAND A COPY SUBMITTED TO THIS |
| | OFFICE |
| | BEFORE A PERMIT CAN BE ISSUED.BLANK |
| | FORMS ARE AVAILABLE FROM THIS OFFICE. |
| | |
| | 3.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. |
| | |
| | 4.NOT ALL PRODUCT APPROVALS ON FBC |
| | PRODUCT APPROVAL SITE. |
| | PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, |
| | 2003ARE REQUIRED TO COMPLY WITH THE |
| | FLORIDA PRODUCT APPROVAL SYSTEM. FOR |
| | INFORMATIONPLEASE 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 |
| | |
| | 5.PRODUCT APPROVALS MISSING FOR |
| | ARCHED HEADER DOORS. |
| | |
| | 6.SPECIFY IN MORE DETAIL SHOWING |
| | EXISITING AND NEW WINDOWS AND DOORS. |
| | |
| | 7.WINDOWS NOT APPROVED TO MEET DESIGN |
| | PRESSURES.SEE ATTACHED ASCE-98 SPEC'S. |
| | |
| | 8.COMPLETE ATTACHED SCHEDULE OF |
| | OPENING PROTECTIVE DEVICES. |
| | |
| | 9.FBC 13-103.1.2 BEFORE A BUILDING |
| | PERMIT CAN BE ISSUED, THE SUBMITTED |
| | ENERGY CODE COMPLIANCE FORMS SHALL BE |
| | SIGNED BY THE BUILDING OWNER, THE |
| | OWNER'S ARCHETECT OR OTHER AUTHORIZED |
| | AGENT LEGALLY DESIGNATED BY THE OWNER. |
| | |
| | 10.S6.0/F2 FBC 2304.3.4 WHEN WOOD |
| | JOISTS ARE CLOSER THAN 18" TO GROUND |
| | THEY SHALL BE OF A ROT RESISTAND TREATED |
| | WOOD. |
| | |
| | 11.SHOW WINDOW BUCK DETAIL. |
| | 1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 12.1707.4.5.1 MULLIONS OCCURRING |
| | BETWEEN INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. |
| | 1707.4.5.2 MULLIONS SHALL BE |
| | DESIGN-ED TO TRANSFER THE DESIGN |
| | PRESSURE LOADSAPPLIED BY THE WINDOW OR |
| | DOOR ASSEMBLIESTO THE ROUGH OPENING |
| | SUBTRATE. |
| | |
| | 13.ATTIC VENTILATION SHALL COMPLY TO |
| | FBC 2309.7.1SHOW DETAILS. |
| | |
| | 14.ATTICS WITH OUT STORAGE SHALL HAVE |
| | A 10LBS LIVE LOAD FBC TABLE 1604.1 |
| | |
| | 15.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 |
| | |
| | 16.FL BLDG 1909.3 (EXEPTION# 2) |
| | CONCRETE SLABS ON GRADE CONTAINING 6X6/ |
| | W1.4XW1.4 WELDED WIRE REINFORCEMENT |
| | FABRIC LOCATED IN THE MIDDLE TO THE |
| | UPPER 1/3RD OF THE SLAB SHALL BE SUP- |
| | PORTED BY APPROVED MATERIALS OR |
| | SUPPORTSAT SPACING NOT TO EXCEED 3 FT |
| | OR IN |
| | ACCORDANCE WITH MANUFACTURER'S SPEC. |
| | |
| | 17.SUBMIT AN ENGINEERS REPORT FOR |
| | EXISTING FOOTINGS SUPPORTING NEW LOADS. |
| | |
| | 18.SUBMIT DETAIL FOR GUARD RAILS |
| | 1015.2 HEIGHT. GUARDRAILS SHALL |
| | FORM A VERTICAL PROTECTIVE BARRIER NOT |
| | LESS THAN 42" HIGH. |
| | 1015.3 OPENINGS. OPEN GUARDRAILS |
| | SHALL HAVE INTERMEDIATE RAILS OR ORNA- |
| | MENTAL PATTERNS SUCH AS A 4" DIAMETER |
| | SPHERE CAN NOT PASS THROUGH. A BOTTOM |
| | RAIL OR CURB SHALL BE PROVIDED THAT WILL |
| | REJECT THE PASSAGE OF 2" DIAMETER |
| | SPHERE. |
| | 1608.2.3 THE GUARDRAIL SYSTEM SHALL |
| | BE DESIGNED AND CONSTRUCTED TO RESIST A |
| | 200 LB CONCENTRATED HORIZONTAL LOAD |
| | APPLIED ON A 1 SQ FT AREA AT ANY POINT |
| | IN THE SYSTEM INCLUDING INTERMEDIATE |
| | RAILS OR OTHER ELEMENTS SERVING THIS |
| | PURPOSE. |
| | |
| | 19.FIRE SPRINKLER SYSTEM A1.1 |
| | SUBMIT DETAILS FOR FIRE SPRIKLER SYSTEM |
| | SYSTEM TO BE TYPE 13. |
| | |
| | 20.SWIMMING POOL BARRIERS SHALL COMPLY |
| | WITH FBC SEC. 424.2.17 |
| | |
| | 21.905.2.2 WHERE THE DWELLING OR |
| | DWELLING UNIT CONTAINS MORE THAN ONE |
| | STORY, DETECTORS ARE REQUIRED ON EACH |
| | STORY, LOCATED IN CLOSE PROXIMITY TO THE |
| | STAIRWAY LEADING TO THE FLOOR ABOVE. |
| | |
| | 22. R-3 EGRESS DOOR/ 32" CLEAR: |
| | 1003.2.1. THE WIDTH OF THE MEANS OF |
| | EGRESS SHALL BE DETERMINED FROM THE |
| | OCCUPANTS SERVED IN ACCORDANCE WITH |
| | TABLE 1004.R-3 MINIMUM CLEAR OPENING OF |
| | EXIT DOOR IS 32". 1012.1.1 EGRESS DOORS |
| | USED IN THE EXIT ACCESS SHALL PROVIDE A |
| | CLEAR OPENING OF NOT LESS THAN 32" WIDE. |
| | 1012.1.7 REQUIRED EXIT DOORS SHALL BE |
| | OPENABLE FROM THE INSIDE WITHOUT THE USE |
| | OF A KEY OR TOOL, OR SPECIAL KNOWEDGE OR |
| | EFFORT. MANUALLY OPERATED FLUSH BOLTS OR |
| | SURFACE BOLTS ARE PROHIBITED. ALL HARD- |
| | WARE MUST BE DIRECT ACTING REQUIRING NO |
| | MORE THAN ONE OPERATION. |
| | |
| | 23.FBC 1005.4.5 (GLITCH AMENDMENTS |
| | JULY 1, 2003) REQUIRES AT LEAST ONE |
| | MEANS OF ESCAPE FROM A DWELLING WHEN |
| | SHUTTERED FOR IMPACT PROTECTION. THE |
| | MEANS OF ESCAPE SHALL BE WITHIN THE |
| | FIRST FLOOR OF THE DWELLING AND CAN NOT |
| | BE LOCATED IN A GARAGE. OCCUPANTS IN ANY |
| | PART OF THE DWELLING SHALL HAVE ACCESS |
| | TO IT WITHOUT HAVING TO PASS THROUGH A |
| | LOCKABLE DOOR NOT UNDER THEIR CONTROL. |
| | INDICATE HOW COMPLIANCE WILL BE |
| | ACHIEVED. |
| | |
| | 24. 1803.1.3 EXCAVATION FOR ANY PURPO |
| | SHALL NOT EXTEND WITHIN 1 FT OF THE |
| | ANGLE OF REPOSE OR NARURAL SLOPE OF THE |
| | SOIL UNDER ANY FOOTING OR FOUNDATION, |
| | UNLESS SUCH FOOTING OR FOUNDATION IS |
| | FIRST PROPERLY UNDERPINNED OR PROTECTED |
| | AGAINST SETTLEMENT.VERIFY DISTANCES |
| | TO NEW POOL EXCAVATION. |
| | |
| | ART LANGE |
| | BUILDING PLANS EXAMINER |
| | 561-805-6672 |
