| Date |
Text |
| 2006-05-01 00:00:00 | DENIED BY BUILDING |
| | |
| | 1641 WORTHINGTON ROAD |
| | 4 STORY OFFICE BUILDING (SHELL) |
| | TYPE II-A (SPRINKLERED) |
| | BUSINESS OCCUPANCY |
| | FLOOD ZONE A9 BFE 13' (+6" CITY REQ) |
| | REQUIRED SOIL BEARING CAPACITY 2500 AND |
| | 8000 PSF |
| | |
| | 1) STRUCTURE IS LOCATED IN AN A9 FLOOD |
| | ZONE AN ELEVATION CERTIFICATE WILL BE |
| | REQUIRED. |
| | |
| | 2) SUBMIT A SIGNED AND SEALED SURVEY OR |
| | SITE PLAN INDICATING THE LOCATION OF THE |
| | STRUCTURE AND THE DISTANCE TO THE |
| | PROPERTY LINES THAT ARE SHOWN ON THE |
| | SURVEY OF UNIT 7A. THIS IS REQUIRED TO |
| | DETERMINE FIRE SEPARATION DISTANCE, AS |
| | WELL AS, EXTERIOR WALL FIRE RATINGS, |
| | ALLOWABLE AREA OF OPENINGS AND OPENING |
| | PROTECTION REQUIREMENTS. SEE FBC 704.1. |
| | |
| | 3) FBC* 1804.2.2AREA OF QUESTIONABLE |
| | SOIL.SUBMIT A GEOTECHNICAL REPORT |
| | TO VERIFY THE SAFE BEARING CAPACITY OF |
| | THE SOIL. |
| | |
| | 4) NOTE #3 ON S6 UNDER FOUNDATIONS |
| | STATES THAT SOIL CAPABLE OF SUPPORTING |
| | 8000 PSF AND 2500 PSF IS REQUIRED AND |
| | REFERS TO PLAN FOR LOCATIONS. SPECIFY |
| | THE LOCATIONS WHERE 8000 PSF SOIL |
| | BEARING CAPACITY IS REQUIRED ON S1. |
| | |
| | 5) 713.13 F.S.A NOTICE OF COMMENCEMENT |
| | SHALL BE RECORDED AT PALM BEACH COUNTY |
| | COURTHOUSE AND A COPY SUBMITTED TO THIS |
| | OFFICE BEFORE A PERMIT CAN BE ISSUED. |
| | BLANK FORMS ARE AVAILABLE FROM THIS |
| | OFFICE. |
| | NOTE: THE NOTICE OF COMMENCEMENT MUST BE RE-RECORDED IF |
| | THE DESCRIBED IMPROVEMENT |
| | OR CONSTRUCTION IS NOT COMMENCED WITHIN |
| | 90 DAYS OF RECORDING. |
| | |
| | 6) IMPACT FEES. THE PLANS SHALL BE TAKEN |
| | TO PALM BEACH COUNTY BUILDING DEPARTMENT |
| | FOR IMPACT FEE ASSESSMENT. THEY SHALL BE |
| | STAMPED AT THAT OFFICE AND A COPY OF THE |
| | PAID RECEIPT SUBMITTED TO THE CITY OF |
| | WEST PALM BEACH DEPT OF CONSTRUCTION |
| | SERVICES BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 7) FBC 13-101.1.6SHELL BUILDINGS. |
| | THE WHOLE BUILDING (INCL. FUTURE TENANT |
| | SPACE) SHALL BE CONSIDERED.SHELL |
| | BUILDINGS SHALL BE SHOWN TO COMPLY WITH |
| | METHOD B OR C.(SEE SUB-CHAPTER 4).ALL ASSUMPTIONS |
| | MADE ABOUT SYSTEMS, NOT |
| | SHOWN ON THE CURRENT PLANS, SHALL BE |
| | LISTED AND APPENDED TO THE FORM 400B FOR SUBMITTAL. |
| | THIS WILL BE COMPARED, AT A |
| | LATER DATE, TO THE ACTUAL SYSTEMS |
| | PROPOSED BY THE FUTURE TENANT(S).THE |
| | ASSUMPTIONS LISTED ON THE APPENDIX SHEET |
| | SHALL BE AT LEAST THE MINIMUM STANDARD |
| | (LIGHTING, HVAC ETC) TO ALLOW THE WHOLE |
| | BUILDING TO BE OCCUPIED FOR IT'S |
| | INTENDED PURPOSE. SUBMIT AN ACCURATELY |
| | COMPLETED FORM 400B-04 DEMONSTARATING |
| | THAT CODE COMPLIANCE HAS BEEN ACHIEVED. |
| | THE ONE SUBMITTED INDICATES THE BUILDING |
| | ENVELOPE FAILS. |
| | |
| | 8) FBC* 105.13.1SPECIAL INSPECTOR.A |
| | STRUCTURAL INSPECTION PLAN MUST BE |
| | SUBMITTED PRIOR TO THE ISSUANCE OF A |
| | BUILDING PERMIT FOR THE CONSTRUCTION OF |
| | A THRESHOLD BUILDING.A THRESHOLD |
| | BUILDING IS ANY BUILDING WHICH IS |
| | GREATER THAN THREE STORIES OR 50 FEET IN |
| | HEIGHT, OR WHICH HAS AN ASSEMBLY |
| | OCCUPANCY WITH 5,000 SQFT AREA AND |
| | GREATER THAN 500 OCCUPANTS.THREE |
| | COPIES OF THE PLANS AND OTHER DOCUMENTS |
| | WILL BE REQUIRED FOR PERMITTING PURPOSES |
| | ALSO, PLEASE ARRANGE WITH HAROLD PISKURA (INSPECTION |
| | SERVICES MANAGER - TEL: |
| | 561 805 6711), A MEETING INVOLVING THE |
| | OWNER, THRESHOLD INSPECTOR, JOB |
| | INSPECTOR, CONTRACTOR AND ENGINEER. |
| | |
| | 9)FBC* 109.3.6.4.4 ALL PLANS FOR THE |
| | BUILDING WHICH ARE REQUIRED TO BE SIGNED |
| | AND SEALED BY THE ARCHITECT OR ENGINEER |
| | OF RECORD CON- TAIN A STATEMENT THAT, TO |
| | THE BEST OF THE ARCHITECT'S PR |
| | ENGINEER'S KNOWLEDGE, THE PLANS AND |
| | SPECIFICATIONS COMPLY WITH THE |
| | APPLICABLE FIRE-SAFETY STANDARDS AS |
| | DETERMINED BY THE LOCAL AUTHORITY IN |
| | ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTE. |
| | |
| | 10) PLEASE EXPLAIN THE +ACI-, +ADO-, |
| | +AEA-, +AF-, ETC. IN THE NOTES ON SHEET |
| | S-6. |
| | |
| | 11) SHEET S7 SPECIFIES 9-1/4" THICK TILT |
| | WALL PANELS AT THE ELEVATOR SHAFTS, |
| | HOWEVER, 8" THICK PANELS ARE INDICATED |
| | AT THIS LOCATION ON SHEETS S1-S4. PLEASE |
| | CLARIFY. |
| | |
| | 12) THE SECTION LINES FOR SECTION 9/S10 |
| | ON SHEET S5 APPEAR TO BE IN THE WRONG |
| | LOCATION OR ARE LABELED INCORRECTLY. |
| | |
| | 13) THE COMPONENT AND CLADDING WINDLOAD |
| | PRESSURES ON SHEET S11 FOR THE FLAT ROOF |
| | ARE INCORRECT. SEE FBC TABLE 1609.6B |
| | (ROOF 0-10 DEGREES) AND TABLE 1609.6D |
| | FOR THE BUILDING HEIGHT ADJUSTMENT |
| | FACTOR. |
| | |
| | 14) THE WINDOW AND DOOR WINDLOAD |
| | PRESSURES ON S11 ARE INCORRECT. SEE FBC |
| | TABLE 1609B (WALL) AND TABLE 1609.6D FOR |
| | THE HEIGHT ADJUSTMENT FACTOR. |
| | |
| | 15) THE CISTERNS ON A001 ARE REQUIRED TO |
| | BE ANCHORED TO RESIST OVERTURNING PER |
| | FBC 1609.1.3. |
| | |
| | 16) SHEET A003 INCORRECTLY LISTS FBC |
| | TABLE 500 FOR ALLOWABLE HEIGHT AND |
| | BUILDING AREA. THIS HAS BEEN CHANGED TO |
| | TABLE 503 IN THE 2004 FBC. |
| | |
| | 17) ON SHEET A003 UNDER HURRICANE |
| | CRITERIA THE CORRECT EDITION OF ASCE 7 |
| | IS ASCE 7-02. |
| | |
| | 18) SPECIFY THE FIRE PROTECTION AND FIRE |
| | RATINGS FOR ALL STRUCTURAL MEMBERS |
| | (STEEL COLUMNS, BEAMS, BAR JOISTS, ETC.) |
| | SEE FBC 714.2. |
| | |
| | 19) SPECIFY THE FIRE RATINGS FOR |
| | HORIZONTAL ASSEMBLIES PER FBC 711.1. |
| | |
| | 20) SPECIFY THE FIRE RATINGS OF WALL |
| | ASSEMBLIES PER FBC 708.1. |
| | |
| | 21) SPECIFY THE FIRE RATINGS OF OPENING PROTECTIVES PER |
| | FBC 715.1. THESE MAY BE |
| | REQUIRED FOR EXTERIOR WALLS BASED ON |
| | FIRE SEPARATION DISTANCE IN TABLE 704.8 |
| | AND 704.12. |
| | |
| | 22) PROVIDE DETAILS OF THE RAISED |
| | FLOORING. SPECIFY THE FIRE RATING OF THE |
| | RAISED FLOOR SYSTEM. INDICATE HOW THE |
| | REQUIRED FLOOR FIRE RATINGS WILL BE |
| | MAINTAINED IN EGRESS CORRIDORS, ETC. |
| | |
| | 23) THE CORRIDORS ON THE FIRST FLOOR |
| | THAT CONNECT THE EGRESS STAIRS TO THE |
| | EXTERIOR EXIT DOORS SHOWN ON SHEETS A003 |
| | AND A102 ARE CONSIDERED EXIT PASSAGEWAYS |
| | PER FBC 1020. FBC 1020.3 REQUIRES THE |
| | FIRE RATING TO BE NOT LESS THAN ANY |
| | CONNECTING EXIT ENCLOSURE (WALLS, FLOORS |
| | AND CEILING.). |
| | |
| | 24) EXIT PASSAGEWAYS MUST COMPLY WITH |
| | FBC 1020.2 FOR WIDTH, WITH DOORS WHEN |
| | FULLY OPEN NOT REDUCING THE REQUIRED |
| | WIDTH BY 7" AND NOT REDUCING THE |
| | REQUIRED WIDTH BY MORE THAN ONE-HALF |
| | WHEN IN ANY POSITION. |
| | |
| | 25) EXIT PASSAGEWAYS TO COMPLY WITH FBC |
| | 1020.4 OPENINGS AND PENETRATIONS. |
| | EXIT PASSAGEWAY OPENING PROTECTIVES |
| | SHALL BE IN ACCORDANCE WITH THE |
| | REQUIREMENTS OF SECTION 715 . |
| | EXCEPT AS PERMITTED IN SECTION 402.4.6 , |
| | OPENINGS IN EXIT PASSAGEWAYS OTHER THAN |
| | UNEXPOSED EXTERIOR OPENINGS SHALL BE |
| | LIMITED TO THOSE NECESSARY FOR EXIT |
| | ACCESS TO THE EXIT PASSAGEWAY FROM |
| | NORMALLY OCCUPIED SPACES AND FOR EGRESS |
| | FROM THE EXIT PASSAGEWAY. WHERE INTERIOR |
| | EXIT ENCLOSURES ARE EXTENDED TO THE |
| | EXTERIOR OF A BUILDING BY AN EXIT |
| | PASSAGEWAY, THE DOOR ASSEMBLY FROM THE |
| | EXIT ENCLOSURE TO THE EXIT PASSAGEWAY |
| | SHALL BE PROTECTED BY A FIRE DOOR |
| | CONFORMING TO THE REQUIREMENTS IN |
| | SECTION 715.3 . FIRE DOOR ASSEMBLIES IN |
| | EXIT PASSAGEWAYS SHALL COMPLY WITH |
| | SECTION 715.3.4 . |
| | ELEVATORS SHALL NOT OPEN INTO AN EXIT |
| | PASSAGEWAY. |
| | |
| | 26) FBC 1023.6 ACCESS TO A PUBLIC WAY. |
| | THE EXIT DISCHARGE SHALL PROVIDE A |
| | DIRECT AND UNOBSTRUCTED ACCESS TO A |
| | PUBLIC WAY. |
| | EXCEPTION: WHERE ACCESS TO A PUBLIC WAY |
| | CANNOT BE PROVIDED, A SAFE DISPERSAL |
| | AREA SHALL BE PROVIDED WHERE ALL OF THE |
| | FOLLOWING ARE MET: |
| | 1.THE AREA SHALL BE OF A SIZE TO |
| | ACCOMMODATE AT LEAST 5 SQUARE FEET (0.28 |
| | M 2 ) FOR EACH PERSON. |
| | 2.THE AREA SHALL BE LOCATED ON THE |
| | SAME PROPERTY AT LEAST 50 FEET (15 240 |
| | MM) AWAY FROM THE BUILDING REQUIRING |
| | EGRESS. |
| | 3.THE AREA SHALL BE PERMANENTLY |
| | MAINTAINED AND IDENTIFIED AS A SAFE |
| | DISPERSAL AREA. |
| | 4.THE AREA SHALL BE PROVIDED WITH A |
| | SAFE AND UNOBSTRUCTED PATH OF TRAVEL |
| | FROM THE BUILDING. |
| | SHOW COMPLIANCE. |
| | |
| | 27) SPECIFY THE INTERIOR WALL AND |
| | CEILING FINISH REQUIREMENTS PER FBC |
| | 803.5. |
| | |
| | 28)FBC 3002.4 ELEVATOR CAR TO |
| | ACCOMMODATE AMBULANCE STRETCHER. |
| | IN BUILDINGS FOUR STORIES IN HEIGHT OR |
| | MORE, AT LEAST ONE ELEVATOR SHALL BE |
| | PROVIDED FOR FIRE DEPARTMENT EMERGENCY |
| | ACCESS TO ALL FLOORS. SUCH ELEVATOR CAR |
| | SHALL BE OF SUCH A SIZE AND ARRANGEMENT |
| | TO ACCOMMODATE A 24-INCH BY 76-INCH (610 |
| | MM BY 1930 MM) AMBULANCE STRETCHER IN |
| | THE HORIZONTAL, OPEN POSITION AND SHALL |
| | BE IDENTIFIED BY THE INTERNATIONAL |
| | SYMBOL FOR EMERGENCY MEDICAL SERVICES |
| | (STAR OF LIFE). THE SYMBOL SHALL NOT BE |
| | LESS THAN 3 INCHES (76 MM) HIGH AND |
| | SHALL BE PLACED INSIDE ON BOTH SIDES OF |
| | THE HOISTWAY DOOR FRAME. |
| | |
| | 29) ELEVATORS SHALL COMPLY WITH |
| | ACCESSIBILITY REQUIRES OF FBC 3007 AND |
| | 11-4.10. |
| | |
| | 30) ALL REQUIRED EXITS ARE REQUIRED TO |
| | BE ACCESSIBILE. SEE FBC 1007.1 AND 11-4.1.3(8)&(9). |
| | SHOW COMPLIANCE. |
| | |
| | 31) SUBMIT ENGINEERED SHOP DRAWINGS FOR |
| | THE ALUMINUM SUNSHADES. |
| | |
| | 32)FBC 1009.11.1 HEIGHT. |
| | HANDRAIL HEIGHT, MEASURED ABOVE STAIR |
| | TREAD NOSINGS, OR FINISH SURFACE OF RAMP |
| | SLOPE SHALL BE UNIFORM, NOT LESS THAN 34 |
| | INCHES (864 MM) AND NOT MORE THAN 38 |
| | INCHES (965 MM). REVISE THE STAIR DETAIL |
| | ON A408 TO SHOW MEASUREMENTS FROM THE |
| | LEADING EDGE OF THE STAIR TREADS. |
| | |
| | 33) SHOW THE CURB RAMPS REQUIRED BY FBC |
| | 11-4.7 AT THE ACCESSIBLE PARKING SPACES |
| | ON THE ARCHITECTURAL DRAWINGS. |
| | |
| | 34) SPECIFY THE NUMBER OF ACCESSIBLE |
| | PARKING SPACES AND THE TOTAL NUMBER OF |
| | SPACES PROVIDED FOR EMPLOYEES AND |
| | VISITORS. SEE FBC 11-4.1.2(5). |
| | |
| | 35)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 APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SUBMIT |
| | PRODUCT APPROVALS FOR EXTERIOR WINDOWS, |
| | DOORS, ROOFING MATERIAL, ETC. |
| | |
| | 36) FBC*109.3.6 REQUIRES ALL PRODUCT |
| | APPROVALS TO BE REVIEWED AND APPROVED BY |
| | THE DESIGNER OF RECORD. |
| | |
| | 37) FBC 1609.1.4 REQUIRES EXTERIOR |
| | GLAZING TO BE PROTECTED IN WINDBOURNE |
| | DEBRIS REGIONS. SPECIFY HOW THIS WILL BE PROVIDED. |
| | |
| | 38) THE VALUE OF THE PROJECT HAS BEEN |
| | INCREASED TO 70 PERCENT OF THE |
| | CALCULATED VALUE. ($9,289,897.00) |
| | |
| | 39) TO EXPEDITE REVIEW OF A RESUBMITTAL |
| | WHICH REQUIRES NEW PLANS IN ORDER TO |
| | ADDRESS THE ABOVE COMMENTS, THE OLD |
| | SHEETS SHALL BE REMOVED AND THE NEW |
| | SHEETS INSERTED.ONE COPY OF EACH OLD |
| | SHEET SHOULD BE STAPLED/CLIPPED TO THE |
| | REMAINING OLD SHEETS, TO FORM A SET OF |
| | 'OLD/VOID SHEETS', FOR COMPARISON OF |
| | REVISIONS WHEN REVIEWING THE RESUBMITTED |
| | PLANS. |
| | |
| | 40) ALSO SEE HANDWRITTEN NOTES AND |
| | CORRECTIONS ON THE PLANS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
