| Date |
Text |
| 2007-05-15 16:23:37 | BUILDING PLAN REVIEW |
| | PERMIT: 07030523 |
| | ADD: 700 S ROSEMARY# 142 |
| | CONT: PEMBERTON BUILDERS |
| | TEL: (561)718-8624 |
| | |
| | |
| | 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 NUM- |
| | BER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| | TION 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 OFCOMMENCEMENT 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)109.3.10.1 HURICANE PROTECTION. |
| | IT SHALL BE UNLAWFUL FOR ANY PERSON TO |
| | ALLOW CONSTRUCTION RELATED MATERIALS |
| | EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR |
| | OTHERWISE UNSECURED AT A CONSTRUCTION |
| | SITE FROM 24 HRS. AFTER A HURRICANE |
| | WATCH HAS BEEN ISSUED UNTIL THE |
| | HURRICANE WATCH OR WARNING HAS BEEN |
| | LIFTED. ALL SUCH CONSTRUCTION MATERIALS, |
| | EQUIPMENT AND DEBRIS SHALL BE EITHER |
| | REMOVED FROM THE CONSTRUCTION SITE OR |
| | SECURED IN SUCH A MANNER AS TO MINIMIZE |
| | THE DANGER OF SUCH CONSTRUCTION |
| | MATERIALS, EQUIPMENT AND DEBRIS CAUSING |
| | DAMAGE TO PERSONS OR PROPERTY FROM HIGH |
| | WINDS. |
| | ANY PERSONS WHO FAILS TO COMPLY TO |
| | REMOVE OR SECURE THE CONSTRUCTION |
| | MATERIALS EQUIPMENT AND DEBRIS WITHIN |
| | 24 HRS AFTER A HURRICANE WATCH HAS BEEN |
| | ISSUED SHALL BE SUBJECT TO A FINE NOT TO |
| | EXCEED $500.00. |
| | IN ADDITION TO THE ABOVE, A LICENSED |
| | CONTRACTOR WHO VIOLATES THIS SECTION |
| | SHALL BE SUBJECT TO DISCIPLINE PURSUANT |
| | TO SECTION 113 OF THIS CHAPTER. |
| | |
| | 4) SHEET G-SP1 DESIGN STRESS REFERENECS THE 2003 IBC |
| | PLEASE CORRECT TO THE 2004 FBC W /2006 REVISIONS |
| | |
| | 5)THE PLANS DO NOT PROVIDE THE WIND DESIGN CRITERIA |
| | FOR THE NEW WINDOWS AND DOORS, |
| | 2004 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. POSITIVE AND NEGATIVE |
| | ZONE 4 & 5. |
| | |
| | 6 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, OR MIAMI-DADE TAS 201, 202 |
| | AND 203 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. |
| | |
| | 7)FL BLD CODE 1609.1.4: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) STOREFRONT WINDOWS |
| | B) MULLIONS |
| | C) GLAZED SWING DOORS (EXTERIOR) |
| | D) EXTERIOR METAL SWING DOORS |
| | E) PRE ENGINEERED A/C STANDS |
| | F) EFIS SYSTEMS |
| | |
| | 8)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. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 9) 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. |
| | |
| | 10) SHEET G-SP2HEADING 815-C INSTALLATIONINDICATES |
| | A WIND PRESSURE OF 26PSF PLEASE SEE TABLE |
| | 1609.6.2.1(1)ALSO SEE MULTIPLIERS THE SHOPPING CENTER |
| | AND PARKING GARAGE ARE CONSIDERED ONE 5 STORY |
| | BUILDING!!!! SEE TABLE 1609.6.2.1(4) FOR MULTIPLIERS. |
| | |
| | 11)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. |
| | |
| | 12)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. |
| | |
| | 13) THE MEP SHEETS THE ENGINEERS SIGNATURE IS A STAMP |
| | NOT AN ORIGINAL SIGNATURE, |
| | PLANS, SPECIFICATIONS, REPORTS OR |
| | OTHER DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL AND |
| | BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND |
| | SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | |
| | 14)PLEASE PROVIDE INFORMATION ON THE FREEZER AND |
| | WALK-IN COOLERS: |
| | 2603.4.1.2 COOLER AND FREEZER WALLS. |
| | FOAM PLASTIC INSTALLED IN A MAXIMUM THICKNESS OF 10 |
| | INCHES (254 MM) IN COOLER AND FREEZER WALLS SHALL: 1. |
| | HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND A |
| | SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450, WHERE |
| | TESTED IN A MINIMUM 4 INCH (102 MM) THICKNESS. |
| | 2.HAVE FLASH IGNITION AND SELF-IGNITION |
| | TEMPERATURES OF NOT LESS THAN 600?F AND 800?F (316?C |
| | AND 427?C), RESPECTIVELY. |
| | 3.HAVE A COVERING OF NOT LESS THAN 0.032-INCH (0.8 |
| | MM) ALUMINUM OR CORROSION-RESISTANT STEEL HAVING A BASE |
| | METAL THICKNESS NOT LESS THAN 0.0160 INCH (0.4 MM) AT |
| | ANY POINT. |
| | 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 SPRINKLERED. |
| | |
| | 2603.4.1.3 WALK-IN COOLERS. |
| | IN NONSPRINKLERED BUILDINGS, FOAM PLASTIC HAVING A |
| | THICKNESS THAT DOES NOT EXCEED 4 INCHES (102 MM) AND A |
| | MAXIMUM FLAME SPREAD INDEX OF 75 IS PERMITTED IN |
| | WALK-IN COOLERS OR FREEZER UNITS WHERE THE AGGREGATE |
| | FLOOR AREA DOES NOT EXCEED 400 SQUARE FEET (37 M 2 ) |
| | AND THE FOAM PLASTIC IS COVERED BY A METAL FACING NOT |
| | LESS THAN 0.032-INCH-THICK (0.81 MM) ALUMINUM OR |
| | CORROSION-RESISTANT STEEL HAVING A MINIMUM BASE METAL |
| | THICKNESS OF 0.016 INCH (0.41 MM). A THICKNESS OF UP TO |
| | 10 INCHES (254 MM) IS PERMITTED WHERE PROTECTED BY A |
| | THERMAL BARRIER. |
| | |
| | 15) FOR THE BUILDING AREA INCREASES WERE TAKEN, PLEASE |
| | PROVIDE FIRE SPRINKLER PLANS FOR THE BUILD OUT AND |
| | COOLER/ FREEZER. |
| | |
| | 16)SHEET A2.3 DOESN'T INDICATE COMPLIANCE WITH: |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | EXCEPTION: NOTHING IN THIS SECTION SHALL BE CONSTRUED |
| | TO RELIEVE THE OWNER OF THE DUTY TO PROVIDE VERTICAL |
| | ACCESSIBILITY TO ALL LEVELS ABOVE AND BELOW OCCUPIABLE |
| | GRADE LEVEL, REGARDLESS OF WHETHER THE CODE REQUIRES AN |
| | ELEVATOR TO BE INSTALLED IN SUCH BUILDINGS, STRUCTURES |
| | OR FACILITIES EXCEPT: (1) ELEVATOR PITS, ELEVATOR |
| | PENTHOUSES, MECHANICAL ROOMS, PIPING OR EQUIPMENT |
| | CATWALKS, AND AUTOMOBILE LUBRICATION AND MAINTENANCE |
| | PITS AND PLATFORMS; (2) UNOCCUPIABLE SPACES, SUCH AS |
| | ROOMS, ENCLOSED SPACES, AND STORAGE SPACES THAT ARE NOT |
| | DESIGNED FOR HUMAN OCCUPANCY, FOR PUBLIC |
| | ACCOMMODATIONS, OR FOR WORK AREAS; AND (3) OCCUPIABLE |
| | SPACES AND ROOMS THAT ARE NOT OPEN TO THE PUBLIC AND |
| | THAT HOUSE NO MORE THAN FIVE PERSONS INCLUDING, BUT NOT |
| | LIMITED TO, EQUIPMENT CONTROL ROOMS AND PROJECTION |
| | BOOTHS. THEREFORE, FACILITIES SUBJECT TO THE ADA MAY BE |
| | REQUIRED TO PROVIDE VERTICAL ACCESS TO AREAS OTHERWISE |
| | EXEMPT UNDER SECTION 11-4.1.3 (5), OF THE CODE. |
| | |
| | 11-5.5 FOOD SERVICE LINES. |
| | FOOD SERVICE LINES SHALL HAVE A MINIMUM CLEAR WIDTH OF |
| | 36 INCHES (915 MM), WITH A PREFERRED CLEAR WIDTH OF 42 |
| | INCHES (1065 MM) TO ALLOW PASSAGE AROUND A PERSON USING |
| | A WHEELCHAIR. TRAY SLIDES SHALL BE MOUNTED NO HIGHER |
| | THAN 34 INCHES (865 MM) ABOVE THE FLOOR (SEE FIGURE |
| | 11-53 ). IF SELF-SERVICE SHELVES ARE PROVIDED, AT LEAST |
| | 50 PERCENT OF EACH TYPE MUST BE WITHIN REACH RANGES |
| | SPECIFIED IN SECTIONS 11-4.2.5 AND 11-4.2.6 . |
| | |
| | 17)MPE 1.1 REFRIGARATION STAND SUPPORT INDICATES THAT |
| | THE STAND WILL BE 24" TALL BUT THE DETAIL INDICATES |
| | THAT THE BASE PLATE TO CUT THROUGH THE ROOF INSULATION, |
| | CORIDGATED ROOF DECK AND BEAR DIRECTLY ON THE BAR JOIST |
| | AT THIS POINT YOU WILL NOT HAVE THE 24" CLEAR HEIGTH |
| | REQUIRED SEE TABLE 1509.7. |
| | THE SECOND ISSUE WITH THIS TYPE OF INSTALLATION IS HOW |
| | WILL THE ROOF SYSTEM BE RESEALED? |
| | |
| | 18) CHANGE OF USE; 13-101.4.1.1 PREVIOUSLY |
| | UNCONDITIONED EXISTING BUILDINGS WHICH WERE PERMITTED |
| | PRIOR TO MARCH 15, 1979 TO WHICH HEATING OR COOLING |
| | SYSTEMS ARE ADDED SHALL MEET THE PRESCRIPTIVE |
| | REQUIREMENTS CONTAINED IN METHODS B OR C OF SUBCHAPTER |
| | 13-4 FOR COMMERCIAL APPLICATIONS |
| | |
| | 19) AWNINGS AND SIGNS REQUIRE A SEPERATE PERMIT. |
| | |
| | 20) 3105.1.1.2A FIXED FABRIC AWNING OR FABRIC-COVERED |
| | FRAME SHALL NOT EXTEND OVER PUBLIC PROPERTY MORE THAN |
| | TWO-THIRDS THE DISTANCE FROM THE PROPERTY LINE TO THE |
| | NEAREST CURB LINE IN FRONT OF THE BUILDING SITE AS |
| | MEASURED FROM THE EXTERIOR FACE OF THE BUILDING NOR |
| | SHALL ANY PORTION BE CLOSER THAN 18 INCHES (457 MM) TO |
| | THE CURB LINE. |
| | EXCEPTIONS: |
| | 1.IF INSTALLED OVER 14 FEET (4267 MM) IN HEIGHT, |
| | IT MAY OCCUPY THE ENTIRE WIDTH OF THE SIDEWALK. |
| | 2.UNLESS OTHERWISE REGULATED BY LOCAL ZONING |
| | REQUIREMENTS. |
| | 3105.3.1 |
| | FABRIC USED FOR AWNINGS OR FABRIC-COVERED FRAMES SHALL |
| | BE FLAME RESISTANT IN ACCORDANCE WITH NFPA 701. |
| | 3105.4.2.1 |
| | THE WIND DESIGN LOADS FOR ANY FABRIC OR |
| | MEMBRANE-COVERED STRUCTURE DESIGNED WITH A QUICK |
| | REMOVAL OR BREAKAWAY MEMBRANE OR FABRIC AT WIND |
| | VELOCITIES OF 75 MPH, SHALL BE BASED ON THE FOLLOWING |
| | CRITERIA: |
| | 1.MINIMUM WIND VELOCITY OF 3-SECOND WIND GUST 90 |
| | MPH |
| | 2.IMPORTANCE FACTOR BASED ON LOW HAZARD TO HUMAN |
| | LIFE OF 0.77. |
| | 3.EXPOSURE CATEGORY B FOR OR C AS DEFINED IN |
| | CHAPTER 16 . |
| | |
| | 3105.4.2.2 |
| | THE WIND DESIGN LOADS FOR ANY FABRIC OR MEMBRANE |
| | COVERED STRUCTURE DESIGNED WITH A PERMANENT OR |
| | NONREMOVABLE FABRIC OR MEMBRANE, SHALL BE BASED ON THE |
| | FOLLOWING CRITERIA: |
| | 1.MINIMUM WIND VELOCITY AS REQUIRED IN CHAPTER 16 |
| | . |
| | 2.IMPORTANCE FACTOR BASED ON LOW HAZARD TO HUMAN |
| | LIFE OF 0.77. |
| | 3.EXPOSURE CATEGORY B OR C AS DEFINED IN CHAPTER |
| | 16 . |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER C. B. O. |
| | PLAN EXAMINER II BUILDING |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
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