| Date |
Text |
| 2003-10-31 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT:03091729 |
| | ADD: 5205 MCMILLIAN WAY |
| | CONT: ELITE GENERAL CONT |
| | TEL: (561)746-2263 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | ACTION: DENIED |
| | |
| | 1) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | WHERE THE BEARING CAPACITY OF THE SOIL I |
| | S NOT DEFINITEY KNOWN, OR IS IN QUESTION |
| | THE BUILDING OFFICIAL MAY REQUIRE EXPLOR |
| | ATIONS, TEST OR OTHER ADEQUATE PROOF AS |
| | TO THE PERMISSIBLE SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| | TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| | CITY SHALL BE CERTIFIED BY A GEOTECH- |
| | NICALREPORT FROM A DESIGN PROFESSIONAL P |
| | ROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | |
| | 2)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. |
| | |
| | 3)106.4.3.SIGNS REQUIRED. IN EVERY |
| | BUILDING OR PART OF A BUILDING USED FOR |
| | STORAGE, INDUSTRIAL OR HAZARDOUS PUR- |
| | POSES, THE SAFE FLOOR LOADS, AS REVIEWED |
| | BY THE BUILDING OFFICIAL ON THE PLAN, |
| | SHALL BE MARKED ON PLATES OF APPROVED DE |
| | SIGN WHICH SHALL BE SUPPLIED & SECURELY |
| | AFFIXED BY THE OWNER OF THE BUILDING IN |
| | A CONSPICUOUS PLACE IN EACH STORY TO |
| | WHICH THEY RELATE. SUCH PLATES SHALL NOT |
| | BE REMOVEDOR DEFACED, & IF LOST, |
| | REMOVED THE OWNER OF THE BUILDING SHALL |
| | REPLACE THEM. |
| | |
| | 4) 312.2 STORAGE OCCUPANCY: SUBCLASSIF- |
| | ICATION? WHAT TYPE OF MATERIALS ARE TO |
| | BE STORED IN THE WAREHOUSE? AND AT WHAT |
| | QUANITIES? THIS REVIEW WILL BE COMPLETED |
| | AS STORAGE: S2 LOW HAZARD. |
| | |
| | 5) MEZZANINE LEVEL: THE AREA BENEATH THE |
| | MEZZANINE IS A ENCLOSED OFFICE, 1005.7.3 |
| | (1) EXCEPTION : REQUIRES THE SPACE |
| | BENEATH THE MEZZANINE BE PROTECTED |
| | THROUGHOUT WITH A SMOKE DETECTION SYSTEM |
| | IN ACCORDANCE WITH NFPA 72 WHICH SOUNDS |
| | AN ALARM IN THE MEZZANINE. |
| | |
| | 6) 1005.7.1 TWO MEANS OF EGRESS SHALL BE |
| | REQUIRED FROM ANY MEZZANINE WITH AN |
| | OCUPANT LOAD OR TRAVEL DISTANCE TO AN |
| | EXIT OR A POINT WHERE THERE IS A CHOICE |
| | OF MORE THAN ONE MEANS OF EGRESS WHICH |
| | EXCEEDS THAT SHOWN IN TABLE 1005.7. |
| | STORAGE- MAXIMUM TRAVEL DISTANCE 100 FT. |
| | |
| | 7) OFFICE: ONE MEANS OF EGRESS, MAXIMUM |
| | TRAVEL DISTANCE OF TRAVEL DISTANCE 75'. |
| | FROM THE LUNCHROOM THRU FRONT ENTRY 88'. |
| | THE DOORWAYS TO THE WAREHOUSE CAN NOT BE |
| | CONSIDERED EGRESS FROM THE OFFICE SINCE |
| | YOU ARE TAKING THE OCCUPANTS THROUGH IN |
| | TO A MORE HAZARDOUS AREA. |
| | |
| | 8)FL BLD CODE 104.2.1.2 DISCREPANCY |
| | ADDITIONAL INFORMATION REQUIRED, |
| | SHEET A-4 DETAIL (1) INDICATES FLOOR/ |
| | CEILING ASSEMBLY L538 A 2 HR ASSEMBLY. |
| | MISSING #4 METAL FURRING CHANNEL TO BE |
| | LOCATED BETWEEN 1ST AND 2ND LAYERS. |
| | THE SECOND ISSUE IS THE STRUCTURAL |
| | WOOD MEMBERS, UL INDICATES THE USE OF |
| | "I" SHAPED WOOD JOIST OR (2A) ALTERNATE |
| | WOOD & STEEL TRUSSES SPACED AT 19.2 IN |
| | ON CENTER. ARCH. PLANS DO NOT INDICATE |
| | THE CENTER TO CENTER PLUS THEY INDICATE |
| | A LEDGER AND BEING TOP CHORD BEARING |
| | FLOOR TRUSS, NOT A "I" JOIST. THE WORDS |
| | "I" WOOD TRUSS ARE ON PLANS BUT NOT |
| | DEPICTED! |
| | |
| | 9) SHEET A-4 DETAIL 2, |
| | 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: 1027.5 IS AN INTERMEDIATE |
| | RAIL AT 21" FOR STORAGE OCCUPANCY. |
| | |
| | 10) HOW WILL THE ACCOUSTICAL CEILING BE |
| | HUNG ? |
| | |
| | 11) DISCREPANCY SHEET A-6 VS S-1, STAIRS |
| | THE ARCH PLANS INDICATE WOOD STAIRS |
| | WHERE AS THE STRUC INDICATE STAIRS BY |
| | SPECIALTY ENGINEER? NEITHER PROVIDES |
| | INFORMATION ON THE RISE/ RUN? 1007.3.1 |
| | RISERS SHALL BE A MAXIMUM OF 7" TREADS |
| | SHALL BE A MINIMUM OF 11". |
| | |
| | 12) 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. |
| | |
| | 13)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. |
| | GLAZED OPENINGS LOCATED WITHIN 30 FT |
| | OF GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST. |
| | |
| | 14)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 FIXED OR OPERABLE |
| | B) MULLIONS |
| | C) SWING DOORS SOLID & GLAZED |
| | D) OVERHEAD DOORS |
| | E) ROOFING ASSEMBLIES INSULATION, |
| | COVERING & ROOF HATCH |
| | F) STORM SHUTTERS |
| | |
| | 14) 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. |
| | |
| | 15) 1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| | ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| | TO THE ROUGH OPENING SUBTRATE. |
| | |
| | 16)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. |
| | |
| | 17)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. |
| | |
| | 18)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. |
| | |
| | 19)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 |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | 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 |
