| Date |
Text |
| 2003-10-27 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03091188 |
| | ADD: 2951 ELECTRONIC WAY |
| | CONT: ANDERSON-MOORE CONSTRUCTION |
| | TEL: (561)753-7400 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | ARCH: WILLIAM R TRACY |
| | ENGIN: ALBERT P KWAN |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2) 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. |
| | |
| | 3) PROVIDE 2 CURRENT COPIES OF SIGNED & |
| | SEALED SURVEYS WITH PROPOSED IMPROVEMENT |
| | TO BE COMPLETED. |
| | |
| | 4)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. |
| | |
| | 5)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. |
| | |
| | 6) WEST PALM BEACH ADMINISTRATIVE CODE |
| | 105.3(4) A SPECIAL ONSITE INSPECTOR |
| | SHALL BE ONSITE AT ALL TIMES THAT WORK |
| | IS IN PROGRESS FOR STRUCTURAL COMPONENTS |
| | FOR BUILDINGS WITH AREA GREATER THAN |
| | 20,000 SQUARE FOOT. THEY NEED TO |
| | REGISTER WITH DON NEELY/HAROLD PISKURA |
| | AT 805-6665 OUTSIDE INSPECTION COORDIN- |
| | ATOR. |
| | |
| | 7) SHEET A0.1 GENERAL NOTE#7 DRAFTSTOPP- |
| | ING TO COMPLY WITH THE FLORIDA BUILDING |
| | CODE NOT THE UBC. |
| | |
| | 8) SHEET A2.1B : |
| | 11-4.13.6 MANEUVERING CLEARENCES |
| | AT DOORS. MINIMUM MANEUVERING CLEARENCES |
| | AT DOORS THAT ARE NOT AUTOMATIC OR |
| | POWER-ASSISTED SHALL BE AS SHOWN IN |
| | FIG. 25. THE FLOOR OR GROUND AREA WITH |
| | IN THE REQUIRED CLEARENCES SHALL BE |
| | CLEAR & LEVEL. |
| | A) MENS RESTROOM |
| | B) ENTRY/ VESTIBULE |
| | C) TEL/ DATA |
| | |
| | 9) HANDICAPPED RAMP: |
| | 11-4.8.2 SLOPE & RISE. THE LEAST |
| | POSSIBLE SLOPE SHALL BE USED FOR ANY |
| | RAMP. THE MAXIMUM SLOPE FOR A RAMP IN |
| | NEW CONSTRUCTION SHALL BE 1 TO 12. THE |
| | MAXIMUM RISE FOR RUN SHALL BE 30" (SEE |
| | FIGURE 16). |
| | 11-4.8.3. CLEAR WIDTH. THE MINIMUM |
| | CLEAR WIDTH OF A RAMP SHALL BE 36". |
| | EXCEPTION: RAMPS THAT ARE PART OF A |
| | REQUIRED MEANS OF EGRESS SHALL NOT BE |
| | LESS THAN 44 INCHES WIDE. |
| | 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. |
| | 11-4.8.4(3) IF RAMPS CHANGE DIREC- |
| | TION AT LANDINGS, THE MINIMUM LANDING |
| | SIZE SHALL BE 60" X 60". |
| | 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. |
| | |
| | 10) 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. |
| | |
| | 11) 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 LOADING DOCK TO |
| | OFFICES. |
| | 20,637/300= 69 OCC LOAD. |
| | DOOR TO SWING IN THE DIRECTION OF |
| | EXITING. |
| | |
| | 12) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | DISCREPANCY:SHEET A2.1A VS. E3, E3 INDIC |
| | ATES A EGRESS DOOR IN THE S.W. CORNER OF |
| | THE WAREHOUSE? |
| | |
| | 13) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | DISCREPANCY: A2.2 VS. E3, THE USE OF |
| | ROOM 113, PUMP OR ELEC ROOM & THE EXTER- |
| | IOR DOOR LOCATION? |
| | |
| | 14) 1503.4.4 PROTECTION AGAINST DECAY & |
| | TERMITES. CONDENSATE LINES & ROOF DOWN |
| | SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| | AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| | TENSIONS, OR SPLASH BLOCKS. |
| | |
| | 15) 1503.4.3 SIZING AND DISCHARGE OF |
| | GUTTERS AND ROOF LEADERS ARETO SIZED AS |
| | IN ACCORDANCE WITH THE FL BLDG CODE, |
| | PLUMBING. |
| | |
| | 16) 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 PUBLIC IN GROUP |
| | S, THE CLEAR DISTANCE BETWEEN RAILS |
| | SHALL BE SUCH AS TO PREVENT THE PASSAGE |
| | OF A 21" SPHERE. |
| | |
| | 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) GLAZED WINDOWS/ FIXED |
| | B) SWING DOORS |
| | C) OVERHEAD DOORS/ W GLAZED OPENINGS |
| | D) ROOFING ASSEMBLIES, ROOF INSULATION, |
| | ROOF COVERINGS & ROOF HATCH. |
| | E) STORM SHUTTERS, IF WINDOWS HAVE NO |
| | LARGE MISSLE IMPACT TESTING |
| | |
| | 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. |
| | |
| | |
| | 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 COMMENT NUMBER, WITH A DESCRIP- |
| | TION OF THE REVISION MADE,IDENTIFYING |
| | THE SHEET OR SPECIFICATION PAGE WHERE |
| | THE CHANGE CAN BE FOUND, WILL HELP TO EX |
| | DEDITE YOUR PERMIT. THANK YOU FOR YOUR |
| | ANTICIPATED COOPERATION. |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | (561)805-6715 |
| | FAX: (561)659-8026 |
