| Date |
Text |
| 2007-06-07 15:28:55 | BUILDING PLAN REVIEW |
| | PERMIT: 07040835 |
| | ADD: 701 S ROSEMARY # 232 |
| | CONT: L. DAVIS CONSTRUCTION |
| | TEL: (561)718-8161 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW |
| | ACTION: DENIED |
| | |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION & |
| | REMOVE & REPLACE ANY PAGES AS NECESSARY. A TRANSMITTAL |
| | LETTER LISTING THE ORIGINAL REVIEW COMMENT 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. |
| | |
| | 2) FL S S 713.13 NOTICE OF COMMENCEMENT, TO BE FILED |
| | WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE |
| | WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS NOT |
| | ACTUALLY COMMENCED WITHIN 90 DAYS AFTER THE RECORDING |
| | THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6) |
| | THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE |
| | CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. |
| | |
| | 3) COVERSHEET BLDG DESIGN DATA PLEASE CORRECT NUMBER OF |
| | STORIES, NOTE THE PARKING GARAGE AND B BLOCK RETAIL ARE |
| | CONSIDERED ONE BUILDING, NOT TWO. |
| | |
| | 4) COVERSHEET CODE SUMMARY, 2.1 OCCUPANCY GROUP PLEASE |
| | CORRECT SEE |
| | SECTION 303 OF THE FBC- BUILDING. |
| | |
| | 5) COVERSHEET FAILS TO MENTION IN THE CODE SUMMARY THE |
| | 2006 EXISTING BUILDING CODE AND THE LEVEL OF ALTERATION |
| | TO BE COMPLETED UNDER THIS PERMIT. |
| | |
| | 6) SHEET A-1 IN THE GENERAL NOTES# 1 PLANS INDICATE |
| | THAT CONSTRUCTION SHALL FOLLOW THE ?FLORIDA RESIDENTIAL |
| | CODE? PLEASE CORRECT. |
| | |
| | 7) SHEET A-1 GENERAL NOTE# 10 INDICATES COMPLIANCE WITH |
| | THE STATES |
| | ENERGY SECTION 5024? PLEASE PROVIDE ADDITIONAL |
| | INFORMATION 106.1.2*. |
| | |
| | 8) SHEET A-1 GENERAL NOTE# 15 PLEASE CORRECT THE |
| | EDITION THESTANDARDS REFERENCEINTHE 2006 |
| | FBC-BUILDING CHAPTER 35. |
| | UPDATE 8A) ASTM C-83 |
| | 8B) ACI 318-83 |
| | 8C) ACI 301-84 |
| | 8D) ACI 531-79 (REVISE THE STANDARD |
| | NUMBER AND EDITION) |
| | |
| | 9) PLEASE PROVIDE A LIFE SAFETY PLAN INDICATING THE |
| | EGRESS PATTERNS, PROVIDE WIDTH OF THE AISLE AND |
| | OCCUPANT LOADS THROUGH TO THE EXIT DISCHARGE. PLANS |
| | ALSO INCLUDE AN ELEVATOR TO THE FIRST FLOOR, PLEASE |
| | PROVIDE ADDITIONAL INFORMATION ON THE FIRST FLOOR |
| | LEVEL, IS THE ELEVATOR USED BY ANY OTHER TENANT? |
| | DOES THE ELEVATOR COMMUNICATE WITH THE EXTERIOR, AND IF |
| | SO HOW/ |
| | PLEASE INCORPORATE : |
| | 11-5.3 ACCESS AISLES. ALL ACCESSIBLE FIXED TABLES SHALL |
| | BE ACCESSIBLE BY MEANS OF AN ACCESS AISLE AT LEAST 36 |
| | INCHES (915 MM) CLEAR BETWEEN PARALLEL EDGES OF TABLES |
| | OR BETWEEN A WALL AND THE TABLE EDGES. |
| | 1013.4.2 SEATING AT TABLES. |
| | 1013.4.2.2 TABLE AND SEATING ACCESSWAY WIDTH. |
| | 1013.4.2.3 TABLE AND SEATING AISLE ACCESSWAY LENGTH. |
| | |
| | 10) SHEET A-3 INDICATES THE USE OF A SINGLE STAIR ON TO |
| | TIERED PLATFORMS SEE SECTION: 1003.5.2 WHERE CHANGE IN |
| | ELEVATION OF 12 INCHES (305 MM) OR LESS OCCURS IN EXIT |
| | ACCESS CORRIDORS, EXITS AND EXIT DISCHARGE, RAMPS |
| | COMPLYING WITH SECTION 1010 SHALL BE PROVIDED. |
| | |
| | 11) 1003.5.1 WHERE A CHANGE IN LEVEL MEANS OF EGRESS |
| | NOT EXCEEDING 21 INCHES (533 MM) IS ACHIEVED BY A |
| | STAIR, THE MINIMUM TREAD DEPTH OF SUCH STAIR SHALL BE |
| | 13 INCHES (330 MM) AND THE PRESENCE AND LOCATION OF |
| | EACH STEP SHALL BE READILY APPARENT. |
| | |
| | 12)SHEET S-2 INDICATES THE VARIOUS TYPES OF MATERIALS |
| | TO BE USED IN CONSTRUCTING THE RAISED PLATFORMS PLEASE |
| | SEE SECTION:410.4 PLATFORM CONSTRUCTION.PERMANENT |
| | PLATFORMS SHALL BE CONSTRUCTED OF MATERIALS AS REQUIRED |
| | FOR THE TYPE OF CONSTRUCTION OF THE BUILDING IN WHICH |
| | THE PERMANENT PLATFORMS IS LOCATED. PERMANENT PLATFORMS |
| | ARE PERMITTED TO BE CONSTRUCTED OF |
| | FIRE-RETARDANT-TREATED WOOD FOR TYPE I, II, AND IV |
| | CONSTRUCTION WHERE THE PLATFORMS ARE NOT MORE THAN 30 |
| | INCHES (762 MM) ABOVE THE MAIN FLOOR, AND NOT MORE THAN |
| | ONE-THIRD OF THE ROOM FLOOR AREA AND NOT MORE THAN |
| | 3,000 SQUARE FEET (279 M2) IN AREA. WHERE THE SPACE |
| | BENEATH THE PERMANENT PLATFORM IS USED FOR STORAGE OR |
| | ANY OTHER PURPOSE OTHER THAN EQUIPMENT, WIRING OR |
| | PLUMBING, THE FLOOR CONSTRUCTION SHALL NOT BE LESS THAN |
| | 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION. WHERE THE |
| | SPACE BENEATH THE PERMANENT PLATFORM IS USED ONLY FOR |
| | EQUIPMENT, WIRING OR PLUMBING, THE UNDERSIDE OF THE |
| | PERMANENT PLATFORM NEED NOT BE PROTECTED. |
| | |
| | 13) GLAZED OPENING WILL NEED TO COMPLY WITH: 1609.1.4 |
| | PROTECTION OF OPENINGS. IN WIND-BORNE DEBRIS REGIONS, |
| | EXTERIOR GLAZING THAT RECEIVES POSITIVE PRESSURE IN THE |
| | LOWER 60 FEET (18.3 M) IN BUILDINGS SHALL BE ASSUMED TO |
| | BE OPENINGS AND THE BALANCE OF GLAZED OPENINGS IN THE |
| | REST OF THE BUILDING SHALL BE ASSUMED TO BE ZERO UNLESS |
| | SUCH GLAZING THAT RECEIVES POSITIVE PRESSURE IS IMPACT |
| | RESISTANT OR PROTECTED WITH AN IMPACT RESISTANT |
| | COVERING MEETING THE REQUIREMENTS OF SSTD 12, ASTM E |
| | 1886 AND ASTM E 1996, ANSI/DASMA 115 (FOR GARAGE DOORS |
| | AND ROLLING DOORS) OR MIAMI-DADE TAS 201, 202 AND 203 |
| | OR AAMA 506 REFERENCED THEREIN AS FOLLOWS: |
| | 1. GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF |
| | GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE |
| | TEST. |
| | 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1 M) |
| | ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL |
| | MISSILE TEST. |
| | |
| | 13A) FL BLD CODE 1609.1.4: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES (3 IF THRESHOLD OR RESIDENT |
| | INSPECTOR) OF PRODUCT TESTING REPORTS ,MISSING REPORTS |
| | ARE AS FOLLOWS: |
| | A) WINDOWS FIXED |
| | B) SLIDERS |
| | C) GLAZED SLIDING GLASS DOORS |
| | D) GLAZED EXTERIOR SWING DOORS |
| | E) GLAZED SWING EXTERIOR DOORS |
| | F) OVERHEAD DOORS |
| | G) MULLIONS-HORIZONTAL FRAMING |
| | H) PRE-ENGINEERED A/C STANDS |
| | |
| | 13B) 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 APPLICATION FOR LOCAL PRODUCTAPPROVAL OR |
| | SITE SPECIFIC FORM PER RULE 9B-72. SEE ATTACHMENT. |
| | WWW.FLORIDABUILDING.ORG |
| | |
| | 13C) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE |
| | PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | 14)2006 FL. BLD CODE 1603.1.4 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. |
| | NOTE 5 STORY BUILDING POS/ NEG PRESSURE! |
| | |
| | 15) PLEASE PROVIDE COMPLIANCE WITH : |
| | 15A) 11-5.2 COUNTERS AND BARS. |
| | WHERE FOOD OR DRINK IS SERVED AT COUNTERS EXCEEDING 34 |
| | INCHES (865 MM) IN HEIGHT FOR CONSUMPTION BY CUSTOMERS |
| | SEATED ON STOOLS OR STANDING AT THE COUNTER, A PORTION |
| | OF THE MAIN COUNTER WHICH IS 60 INCHES (1525 MM) IN |
| | LENGTH MINIMUM SHALL BE PROVIDED IN COMPLIANCE WITH |
| | SECTION 11-4.32 OR SERVICE SHALL BE AVAILABLE AT |
| | ACCESSIBLE TABLES WITHIN THE SAME AREA. |
| | 15B) 11-5.4 DINING AREAS. |
| | IN NEW CONSTRUCTION, ALL DINING AREAS, INCLUDING RAISED |
| | OR SUNKEN DINING AREAS, LOGGIAS, AND OUTDOOR SEATING |
| | AREAS, SHALL BE ACCESSIBLE. IN ALTERATIONS, |
| | ACCESSIBILITY TO RAISED OR SUNKEN DINING AREAS, OR TO |
| | ALL PARTS OF OUTDOOR SEATING AREAS IS NOT REQUIRED |
| | PROVIDED THAT THE SAME SERVICES AND DECOR ARE PROVIDED |
| | IN AN ACCESSIBLE SPACE USABLE BY THE GENERAL PUBLIC AND |
| | ARE NOT RESTRICTED TO USE BY PEOPLE WITH DISABILITIES. |
| | |
| | 15C) 11-4.32 FIXED OR BUILT-IN SEATING AND TABLES. |
| | 11-4.32.1 MINIMUM NUMBER. |
| | FIXED OR BUILT-IN SEATING OR TABLES REQUIRED TO BE |
| | ACCESSIBLE BY SECTION 11-4.1 SHALL COMPLY WITH SECTION |
| | 11-4.32. |
| | |
| | 15D) 11-4.32.2 SEATING. |
| | IF SEATING SPACES FOR PEOPLE IN WHEELCHAIRS ARE |
| | PROVIDED AT FIXED TABLES OR COUNTERS, CLEAR FLOOR SPACE |
| | COMPLYING WITH SECTION 11-4.2.4 SHALL BE PROVIDED. SUCH |
| | CLEAR FLOOR SPACE SHALL NOT OVERLAP KNEE SPACE BY MORE |
| | THAN 19 INCHES (485 MM) (SEE FIGURE 45). |
| | ALL FIXED SEATING IN PUBLIC FOOD SERVICE |
| | ESTABLISHMENTS, IN ESTABLISHMENTS LICENSED UNDER THE |
| | BEVERAGE LAW FOR CONSUMPTION ON THE PREMISES, AND IN |
| | ALL OTHER FACILITIES GOVERNED BY REFERENCE SECTION |
| | 11-4.1 SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE |
| | WITH THE FOLLOWING REQUIREMENTS: |
| | (1) ALL AISLES ADJACENT TO FIXED SEATING SHALL PROVIDE |
| | CLEAR FLOOR SPACE FOR WHEELCHAIRS. |
| | (2) WHERE THERE ARE OPEN POSITIONS ALONG BOTH SIDES OF |
| | SUCH AISLES, THE AISLES SHALL BE NOT LESS THAN 52 |
| | INCHES (1321 MM) WIDE. |
| | 11-4.32.3 KNEE CLEARANCES. |
| | IF SEATING FOR PEOPLE IN WHEELCHAIRS IS PROVIDED AT |
| | TABLES OR COUNTERS, KNEE SPACES AT LEAST 27 INCHES (685 |
| | MM) HIGH, 30 INCHES (760 MM) WIDE, AND 19 INCHES (485 |
| | MM) DEEP SHALL BE PROVIDED (SEE FIGURE 45). |
| | 11-4.32.4 HEIGHT OF TABLES OR COUNTERS. |
| | THE TOPS OF ACCESSIBLE TABLES AND COUNTERS SHALL BE |
| | FROM 28 INCHES TO 34 INCHES (710 MM TO 865 MM) ABOVE |
| | THE FINISH FLOOR OR GROUND. |
| | |
| | 16) THE RAISED PLATFORMS HAVE AN OCCUPANT LOAD GREATER |
| | THAN 50, THAT WILL REQUIRE 2 MEANS OF EGRESS BUT THERE |
| | IS ONLY ONE ACCESSIBLE RAMP. SEE TABLE 1018.2. |
| | 11-4.3.10 EGRESS. |
| | ACCESSIBLE ROUTES SERVING ANY ACCESSIBLE SPACE OR |
| | ELEMENT SHALL ALSO SERVE AS A MEANS OF EGRESS FOR |
| | EMERGENCIES OR CONNECT TO AN ACCESSIBLE AREA OF RESCUE |
| | ASSISTANCE. |
| | |
| | 17) SHEET E2.01 INDICATES AN EXIT LIGHT AT THE BACK OF |
| | THE PRIVATE MEETING ROOM ,1013.2 EGRESS THROUGH |
| | INTERVENING SPACES.EGRESS FROM A ROOM OR SPACE SHALL |
| | NOT PASS THROUGH ADJOINING OR INTERVENING ROOMS OR |
| | AREAS, EXCEPT WHERE SUCH ADJOINING ROOMS OR AREAS ARE |
| | ACCESSORY TO THE AREA SERVED; ARE NOT A HIGH-HAZARD |
| | OCCUPANCY AND PROVIDE A DISCERNIBLE PATH OF EGRESS |
| | TRAVEL TO AN EXIT. EGRESS SHALL NOT PASS THROUGH |
| | KITCHENS, STORAGE ROOMS, CLOSETS OR SPACES USED FOR |
| | SIMILAR PURPOSES. PLEASE CORRECT. |
| | |
| | 18) PLANS DO NOT PROVIDE ANY INFORMATION FOR DOOR |
| | HARDWARE OR PANIC HARDWARE, SEE 1008.1.9. |
| | |
| | 19)SHEETS A7-8 SHOW A CUT SECTION THROUGH THE |
| | RESTAURANT BUT THERE IS NO INFORMATION AS TO WALL AND |
| | CEILING FINISHES, PLEASE PROVIDE INFORMATION COMPLYING |
| | WITH: 803.1 GENERAL. |
| | INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED |
| | IN ACCORDANCE WITH ASTM E 84. SUCH INTERIOR FINISH |
| | MATERIALS SHALL BE GROUPED IN THE FOLLOWING CLASSES IN |
| | ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE-DEVELOPED |
| | INDEX. |
| | CLASS A: |
| | FLAME SPREAD INDEX 0-25; SMOKE-DEVELOPED INDEX 0-450. |
| | CLASS B: |
| | FLAME SPREAD INDEX 26-75; SMOKE-DEVELOPED INDEX 0-450. |
| | CLASS C: |
| | FLAME SPREAD INDEX 76-200; SMOKE-DEVELOPED INDEX |
| | 0-450. |
| | EXCEPTION: MATERIALS, OTHER THAN TEXTILES, TESTED IN |
| | ACCORDANCE WITH SECTION 803.2. |
| | 803.2INTERIOR WALL OR CEILING FINISHES OTHER THAN |
| | TEXTILES. |
| | INTERIOR WALL OR CEILING FINISHES, OTHER THAN TEXTILES, |
| | SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE WITH NFPA |
| | 286. FINISHES TESTED IN ACCORDANCE WITH NFPA 286 SHALL |
| | COMPLY WITH SECTION 803.2.1. |
| | |
| | 20) THE PLANS ALSO LACK FIRE SPRINKLER PLANS THIS IS A |
| | FIRE SPRINKLED BUILDING PLEASE PROVIDE THE FIRE |
| | SPRINKLER PLAN. NOTE: 2604.1.2(4) BE PROTECTED BY AN |
| | AUTOMATIC SPRINKLER SYSTEM. WHERE THE COOLER OR FREEZER |
| | IS WITHIN A BUILDING, BOTH THE COOLER OR FREEZER AND |
| | THAT PART OF THE BUILDING IN WHICH IT IS LOCATED SHALL |
| | BE SPRINKLED. |
| | |
| | 21) IT ALSO APPEARS THAT THE ENERGY CALCULATIONS SEE |
| | CHAPTER 13 OF THE FBC BUILDING. |
| | |
| | 22) SEE ELECTRICAL COMMENTS ABOUT ARCHITECTURAL AND |
| | ENGINEERING DEFICIENCIES, SIGNATURES, DELINQUENCIES, |
| | CERTIFICATE OF AUTHORIZATION, ETC. |
| | |
| | A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS |
| | A RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | BUILDING PLAN REVIEW II |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
| | TAVERNA OPA 1ST REVIEW.DOC |
