| Date |
Text |
| 2003-08-12 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03071938 |
| | ADD: 4065 N HAVERHILL ROAD |
| | CONT: RIGNICK CONSTRUCTION |
| | TEL: (954)931-6896 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | ACTION: DENIED |
| | |
| | 1) ADDRESS ON THE PERMIT APPLICATION |
| | DOES NOT MEET THE U. S. POSTAL REGULA- |
| | TIONS. NO SUITE "B" ALPHA CHARACTERS |
| | NOT ALLOWED IN THE POSTAL STANDARD. |
| | |
| | 2)FIGURE 1606 WIND-BORNE DEBRIS |
| | REGION; INDICATES THAT W.P.B. CITY OF IS |
| | LOCATED IN THE 140 MPH ZONE. PLANS ARE |
| | TO INDICATE THIS. |
| | |
| | 3)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. |
| | |
| | 4)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, SBCCI OR DADE COUNTY |
| | REPORT ARE ACCEPTED.MISSING REPORTS: |
| | A) WINDOWS-LARGE MISSLE IMPACT RESISTANT |
| | B) DOORS-LARGE MISSLE IMPACT RESISTANT |
| | C) 2'-5" DOOR NOTE# 5 DEMO PLAN? |
| | |
| | 5) TABLE 1004 BUSINESS: MINIMUM CLEAR |
| | OPENING OF EXIT DOORS 32", WHY IS DOOR |
| | NOTE# 5 DEMO PLAN 2'-5"? |
| | |
| | 6) FL BLD CODE 2405.2 HAZARDOUS LOCATION |
| | PROVIDE SAFETY GLASS FOR THIS LOCATION: |
| | 2405.2.1(3)GLAZING WITHIN 24" OF A SWING |
| | DOOR, LATCH SIDE, & WHOSE BOTTOM EDGE IS |
| | LESS THAN 60" ABOVE THE FLOOR OR WALKING |
| | SURFACE. |
| | |
| | 7)1204.2 SURROUNDING MATERIALS; |
| | THE WALLS & FLOORS OF ALL PUBLIC REST- |
| | ROOMS SHALL BE LINED WITH NONABSORBANT |
| | MATERIALS TO A HEIGTH OF 4'-0" ABOVE THE |
| | FLOOR. |
| | |
| | 8)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. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
