| Date |
Text |
| 2003-11-19 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03101282 |
| | ADD: 1931 N DIXIE |
| | CONT: MCLAREN CONSTRUCTION |
| | TEL: (561)686-6500 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | ACTION: DENIED |
| | |
| | 1) PROVIDE A UNITY OF TITLE FOR LOTS |
| | 11,21 & 22. PLANS INDICATE WORK BEING |
| | DONE AT 1935, APPLICATION INDICATES 1931 |
| | CROSSING THE PROPERTY LINES! |
| | |
| | 2) 1027.1.1 STORAGE SINGLE EXIT, (3) |
| | SINGLE EXIT MAXIMUM TRAVEL DISTANCE TO |
| | THE EXIT DOES NOT EXCEED 50 FT. |
| | |
| | 3) SECTION 2/6 MECHANICAL ROOF TOP UNITS |
| | SEE TABLE 1511.7 THE MINIMUM "CLEAR |
| | HEIGHT"REQUIRED UNDER A/C UNITS WILL |
| | VARY ON THE WIDTH OF THE UNIT! |
| | |
| | 4) 2603.5.1.2 COOLER AND FREEZER WALLS. |
| | MUST MEET REQUIREMENTS 1-4, |
| | 1) FLAME SPREAD INDEX OF 25 OR LESS |
| | SMOKE DEVELOPMENT OF NOT MORE THAN |
| | 450, WHERE TESTED IN A MINIMUM 4" |
| | THICKNESS. |
| | 2) HAVE FLASH AND SELF-IGNITION TEMP- |
| | ERATURES OF 600 DEGREES AND 800 DE- |
| | GREES RESPECTIVELY |
| | 3) HAVE A COVERING OF NOT LESS THAN |
| | 0.032 INCH THICK ALUMINIUM OR COR- |
| | ROSION - RESISTANT STEEL HAVING A |
| | BASE METAL THICKNESS NOT LESS THAN |
| | 0.016 INCHES |
| | 4) BE PROTECTED BY AN AUTOMATIC SPRINK |
| | LER SYSTEM. WHERE THE COOLER OR |
| | FREEZER AND THAT PART OF THE BUILD- |
| | ING IN WHICH IT IS LOCATED SHALL BE |
| | SPRINKLERED. |
| | |
| | 5) IN UNSPRINKLERED BUILDINGS FOAM |
| | PLASTIC HAVING A THICKNESS THAT DOES NOT |
| | EXCEED 4 INCHES AND A MINIMUM FLAME |
| | SPREAD OF 75 IS PERMITTED IN WALK-IN |
| | COOLERS OR FREEZER UNITS WHERE THE |
| | AGGREGATE FLOOR AREA DOES NOT EXCEED 400 |
| | SQ FT AND THE FOAM PLASTIC IS COVERED BY |
| | A METAL FACING NOT LESS THAN 0.032 " |
| | THICK ALUMINUM OR CORRISION-RESISTANT |
| | STEEL HAVING A MINIMUM BASE METAL OF |
| | 0.016. ATHICKNESS OF UP TO 10" IS PERMIT |
| | TED WHERE PROTECTED BY A THERMAL BARRIER |
| | |
| | 6)FL. BLD CODE 1606.1.7 THE FOLLOWING |
| | INFORMATION RELATED TO WIND SHALL BE |
| | SHOWN ON THE CONSTRUCTION DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 7)1606.1.4(1) IN WIND BORNE DEBRIS |
| | REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| | ASSUMED TO BE OPENINGS UNLESS SUCH |
| | GLAZING IS IMPACT RESISTANT OR PROTECTED |
| | WITH AN IMPACT RESISTANT COVERING MEET- |
| | ING THE REQUIREMENTS OF SSTD 12, ASTM |
| | E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| | |
| | 1) GLAZED OPENINGS LOCATED WITHIN 30 FT |
| | OF GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST. |
| | FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORT. |
| | MISSING REPORTS: |
| | A) EXTERIOR DOORS |
| | B) ROOFING ASSEMBLIES. |
| | 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 APPROVALFORM PER |
| | RULE 9B-72. SEE ATTACHMENT. |
| | |
| | 8) 1707.4.3 EACH EXTERIOR DOOR |
| | ASSEMBLY NOT COVERED BY 1707.4.2 |
| | (GLAZED DOORS) SHALL BE LISTED AND TEST- |
| | ED FOR A PERIOD EQUAL TO THE QUANITY |
| | 3600/ V WHERE THE TIME PERIOD IS IN |
| | SECTIONS AND V IS IN MILES PER HR TAKEN |
| | FROM FIGURE 1606. THE TIME PERIOD SHALL |
| | ALSO INCLUDE A 10 SECOND PERIOD AT A |
| | LOAD EQUAL TO 1.5 TIMES THE DESIGN |
| | PRESSURE. DADE COUNTY & SBCCI REPORTS |
| | ARE ACCEPTED. |
| | |
| | 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. |
| | |
| | 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 |
