| Date |
Text |
| 2003-12-05 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03091188 |
| | ADD: 2951 ELECTRONIC WAY |
| | CONT: ANDERSON-MOORE |
| | TEL: (561) 753-7400 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | 2ND REVIEW |
| | ACTION: DENIED |
| | |
| | 1)106.4.2 STORAGE & FACTORY- INDUS- |
| | TRIAL OCCUPANCIES. IT SHALL BE THE |
| | RESPONSIBILITY OF THE OWNER, AGENT, |
| | PROPIETOR OR OCCUPANT OF GROUP S AND |
| | GROUP F OCCUPANCIES, OR ANY OCCUPANCY |
| | WHERE EXCESSIVE FLOOR LOADING IS LIKELY |
| | TO OCCUR, TO EMPLOY A COMPETENT ARCHI- |
| | TECT OR ENGINEER IN COMPUTING THE SAFE |
| | FLOOR LOAD CAPACITY. ALL SUCH COMPUTA- |
| | TIONS SHALL BE ACCOMPANIED BY AN AFFA- |
| | DAVIT FROM THE ARCHITECT OR ENGINEER |
| | STATING THE SAFE ALLOWABLE FLOOR LOADS |
| | ON EACH FLOOR IN POUNDS PER SQ FT.THE |
| | COMPUTATIONS & AFFADAVIT SHALL BE FILED |
| | AS A PERMANENT RECORD OF THE BLDG DEPT. |
| | |
| | SHOW CALCULATIONS FOR THE FLOOR LOADS |
| | OF THE MEZZANINE FLOOR. |
| | |
| | 2)HANDICAPPED RAMP: |
| | A)11-4.8.4.(2) LANDINGS. ALL LANDINGS |
| | ON RAMPS SHALL NOT BE LESS THAN 60" |
| | CLEAR, & THE BOTTOM OF EACH RAMP SHALL |
| | HAVE NOT LESS THAN 72" OF STRAIGHT & |
| | LEVEL CLEARENCE. |
| | B)11-4.8.4.(2) LANDINGS. ALL LANDINGS |
| | ON RAMPS SHALL NOT BE LESS THAN 60" |
| | CLEAR, & THE BOTTOM OF EACH RAMP SHALL |
| | HAVE NOT LESS THAN 72" OF STRAIGHT & |
| | LEVEL CLEARENCE. |
| | C)11-4.8.4(3) IF RAMPS CHANGE DIREC- |
| | TION AT LANDINGS, THE MINIMUM LANDING |
| | SIZE SHALL BE 60" X 60". |
| | D)11.4.8.5. HANDRAILS: IF A RAMP HAS |
| | A RISE GREATER THAN 6" OR A HORIZONTAL |
| | PROJECTION GREATER THAN 72", THEN IT |
| | SHALL HAVE HANDRAILS ON BOTH SIDES. |
| | |
| | 3) 1012.1.2. EGRESS DOORS SHALL BE SIDE |
| | SWINGING TYPE. DOORS SHALL SWING IN THE |
| | DIRECTION OF EGRESS FOR THE FOLLOWING: |
| | A) DOOR LEADING FROM THE LOADING DOCK TO |
| | OFFICES. 20,637/300= 69 OCC LOAD. |
| | DOOR TO SWING IN THE DIRECTION OF |
| | EXITING. **NOTE** DOOR TO NOT BLOCK THE |
| | COORIDOR. |
| | |
| | 4) LOADING RAMP: TO HAVE GUARDRAIL OVER |
| | 30" ABOVE GRADE. |
| | 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. |
| | EXCEPTION: FACT/ INDUST/ STORAGE: |
| | 1027.5 AREAS NOT OPEN TO THE PUBLIC IN |
| | GROUP S, THE CLEAR DISTANCE BETWEEN |
| | RAILS SHALL BE SUCH AS TO PREVENT THE |
| | PASSAGE OF A 21" SPHERE. |
| | |
| | 5)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 REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) FIXED GLAZED WINDOWS |
| | B) GLAZED SWING DOORS |
| | C) OVERHEAD GARAGE DOORS |
| | ( SEE SITE SPECIFIC REQUIREMENTS) |
| | D) STORM SHUTTERS, IF GLAZED OPENINGS |
| | DO NOT HAVE LARGE MISSLE TESTING. |
| | |
| | 6)SITE SPECIFIC ENGINEERING (PRODUCT |
| | APPROVAL) REQUIRES THE WET SIGNATURE, |
| | DATE AND EMBOSSED SEAL OF THE ENGINEER |
| | CERTIFYING THE PRODUCT AND SIGNATURE |
| | AND SEAL OF THE DESIGN PROFESSIONAL |
| | OF RECORD. |
| | |
| | 7) PROVIDE STORM PANEL INFORMATION WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS AND MOUNTING TO BE USED |
| | FOR ALL NON-IMPACT GLAZING. |
| | FBC 1606.1.4. |
| | |
| | 8)FL BLD CODE 2001 SECTION 103.6, |
| | 1606.1.4, 1707.4 & 3401.7.2.4. |
| | PROCEDURES: 1(B) A COMPLETE INSTALLATION |
| | SCHEDULE SUMMARIZING & IDENTIFYING |
| | OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| | NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM |
| | BAR REINFORCING REQUIREMENTS, WALL PRES- |
| | SURE ZONES, SLAT TYPES, ETC., SHALL BE |
| | SUBMITTED AT TIME OF PERMIT APPLICATION |
| | TO FACILITATE PLAN REVIEW AND PERMIT |
| | ISSUANCE. SEE OVERHEAD DOOR REPORT. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
