| Date |
Text |
| 2007-07-05 09:26:22 | WALMART SUPERCENTER 4225 45TH ST |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 07050729 |
| | ADD: 4225 45TH STREETBUILDING |
| | TYPE VB? SPRINKLED |
| | CONT:PLAN REVIEW507.2 UNLIMITED AREA |
| | TEL: |
| | BUILDING IMPORTANCE III / FACTOR 1.15 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | 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)CONTRACTOR TO FILE: 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 ACTUALLYCOMMENCED 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) PLEASE SEE THE ARCHITECTURAL SHEETS SIGNATURES ARE |
| | PHOTOCOPIES WITH A RAISED SEAL. SHEET TO SHEET THEY |
| | APPEAR DIFFERENT BUT WHEN COMPARED EACH SHEET |
| | INDIVIDUALLY ROLL TO ROLL PHOTOCOPIED. |
| | 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 STATE STAT: 61G16.003 ARCHITECTS |
| | |
| | 4) BRR ARCHITECTURAL FIRM IS MISSING THEIR CERTIFICATE |
| | OF AUTHORIZATION. 471.023 F.S.CERTIFICATE OF |
| | AUTHORIZATION.THE TITLE BLOCK FOR ANY SHEET BEARING |
| | THE NAME OF AN ENGINEER PRACTICING UNDER A FICTITIOUS |
| | NAME, A CORPORATION, OR A PARTNERSHIP, OFFERING |
| | ENGINEERING SERVICES, SHALL INCLUDE THE CERTIFICATE OF |
| | AUTHORIZATION NUMBER. ADD THE NUMBER TO EACH SHEET. |
| | THIS MAY BE ADDED BY HAND. |
| | |
| | 5)ARCHITECTURAL SHEETS ARE MISSING THE PRINTED NAME |
| | OF THE DESIGN PROFESSIONAL IN THE TITLE BLOCK FL |
| | ADMINISTRATIVE CODE 61G1-16.004(6) PRINTED NAME AND |
| | LICENSE NUMBER OF PERSON SEALING THE DOCUMENT. |
| | |
| | 6)THE STRUCTURAL SHEETS ARE ALSO MISSING THE |
| | FOLLOWING INFORMATION IN THEIR TITLE BLOCK: |
| | 61G15-23.002 THE PRINTED NAME AND LICENSE NUMBER AND |
| | THE FIRMS CERTIFICATE OF AUTHORIZATION. |
| | |
| | 7A)FBC* 105.3RESIDENT INSPECTOR. SUBMIT INSPECTOR |
| | RESUME' AND LICENSE DOCUMENTS TO HAROLD PISKURA, |
| | DIRECTOR OF THE RESIDENT INSPECTOR PROGRAM. THE |
| | RESIDENT INSPECTOR PROGRAM IS REQUIRED, ON THIS |
| | PROJECT, DUE TO ONE OR MORE OF THE FOLLOWING: |
| | - BUILDINGS/ADDITIONS OF TYPE I OR II |
| | CONSTRUCTION |
| | - ANY MAJOR STRUCTURAL ALTERATIONS |
| | - STRUCTURES IN WHICH THE CONCRETE |
| | DESIGN IS BASED ON COMPRESSIVE |
| | STRENGTH (F'C) IN EXCESS OF 3000 PSI |
| | - PILE DRIVING |
| | - BUILDINGS OVER 20,000 SQFT IN AREA |
| | - BUILDINGS OVER 2 STORIES IN HEIGHT |
| | - BUILDING/STRUCTURES OF UNUSUAL DESIGN |
| | |
| | 7B) THIS JOB WILL REQUIRE THREE (3) SETS OF ALL |
| | DOCUMENTS SUBMITTED TO THE BUILDING DEPARTMENT, PLANS |
| | REPORTS, SUBMITTALS AND OR PRODUCT APPROVALS. |
| | |
| | 8)FBC 1802.2.1 QUESTIONABLE SOILS, |
| | 1802.2.1 QUESTIONABLE SOIL. |
| | WHERE THE SAFE-SUSTAINING POWER OF THE SOIL IS IN |
| | DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT |
| | SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING |
| | OFFICIAL SHALL REQUIRE THAT THE NECESSARY INVESTIGATION |
| | BE MADE. SUCH INVESTIGATION SHALL COMPLY WITH THE |
| | PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 . |
| | |
| | 9)BUILDING TO BE LOCATED IN A FLOOD ZONE A8, MINIMUM |
| | FINISH FLOOR ELEVATION OF SLAB AND ANY ELECTRICAL OR |
| | MECHANICAL EQUIPMENT SLABS MUST ALSO MEET THIS |
| | REQUIREMENT. PROVIDE FLOOD ZONE ELEVATION CERTIFICATE |
| | FOR NEW CONSTRUCTION BEFORE CERTIFICATE OF OCCUPANCY |
| | WILL OCCUR. BASE FLOOD ELEVATION, CITY CODE REQUIRES AN |
| | ADDITIONAL 6" OR 15?-6?. |
| | |
| | 10)SHEET SP1 IS LABELED SITE PLAN, PLEASE PROVIDE A |
| | SITE PLAN PROVIDING THE FOLLOWING: |
| | 11-4.1.2 AN ACCESSIBLE SITE SHALL MEET THE FOLLOWING |
| | MINIMUM REQUIREMENTS: |
| | (1)AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH |
| | SECTION 11-4.3 SHALL BE PROVIDED WITHIN THE BOUNDARY OF |
| | THE SITE FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE |
| | PARKING SPACES, PASSENGER LOADING ZONES IF PROVIDED, |
| | AND PUBLIC STREETS OR SIDEWALKS, TO AN ACCESSIBLE |
| | BUILDING ENTRANCE. |
| | (2)AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH |
| | SECTION 11-4.3 SHALL CONNECT ACCESSIBLE BUILDINGS, |
| | ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND |
| | ACCESSIBLE SPACES THAT ARE ON THE SAME SITE . |
| | (3)ALL OBJECTS THAT PROTRUDE FROM SURFACES OR |
| | POSTS INTO CIRCULATION PATHS SHALL COMPLY WITH SECTION |
| | 11-4.4 . |
| | (4)GROUND SURFACES ALONG ACCESSIBLE ROUTES AND IN |
| | ACCESSIBLE SPACES SHALL COMPLY WITH SECTION 11-4.5 . |
| | (5)PARKING SPACES: |
| | |
| | 11A) SHEET SP2 FRONT ENTRY, SHOW TRANSITION FROM THE |
| | CURB, AND CURB CUT TO THE WALKING SURFACE WILL THERE BE |
| | FLARED SIDES? 11-4.7. |
| | |
| | 11B) ADDITIONAL COMMENTS MAY APPEAR ON THE SITE |
| | ACCESSIBILITY ISSUES, NOT HAVING A FULL SCALE SITE PLAN |
| | AVAILABLE. 11-4.6.2 LOCATION. |
| | ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING |
| | SHALL BE LOCATED ON THE SHORTEST SAFELY ACCESSIBLE |
| | ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE |
| | ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A |
| | PARTICULAR BUILDING, ACCESSIBLE PARKING SHALL BE |
| | LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO |
| | AN ACCESSIBLE PEDESTRIAN ENTRANCE OF THE PARKING |
| | FACILITY. IN BUILDINGS WITH MULTIPLE ACCESSIBLE |
| | ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING |
| | SPACES SHALL BE DISPERSED AND LOCATED CLOSEST TO THE |
| | ACCESSIBLE ENTRANCES. |
| | EACH PARKING SPACE MUST BE NO LESS THAN 12 FEET (3658 |
| | MM) WIDE. |
| | (1)ALL SPACES MUST BE LOCATED ON AN ACCESSIBLE |
| | ROUTE NO LESS THAN 44 INCHES (1118 MM)WIDE SO THAT |
| | USERS WILL NOT BE COMPELLED TO WALK OR WHEEL BEHIND |
| | PARKED VEHICLES. |
| | |
| | |
| | 12) SITE PLAN PLEASE PROVIDE A SITE PLAN WITH |
| | DIMENSIONS TO THE PROPERTY LINE. THIS PROJECT IS |
| | CLAIMING UNLIMITED AREA FOR A TYPE VB SPRINKLED |
| | BUILDING,507.2 REQUIRES 60? CLEAR OR PORTION MAY BE |
| | REDUCED WITH 3 HR WALLS AND OPENING PROTECTIVE, PROVIDE |
| | A SITE PLAN. |
| | |
| | 13) ) 109.3.10* IMPACT OF CONSTRUCTION. ALL |
| | CONSTRUCTION ACTIVITY REGULATED BY THIS CODE SHALL BE |
| | PERFORMED IN A MANNER SO AS NOT TO ADVERSELY IMPACT THE |
| | CONDITION OF ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS |
| | PERMITTED TO AFFECT SAID PROPERTY PURSUANT TO A CONSENT |
| | BY THE APPLICABLE PROPERTY OWNER, UNDER TERMS & |
| | CONDITIONS AGREEABLE TO THE APPLICABLE PROPERTY OWNER. |
| | THIS INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF |
| | DUST, NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE |
| | STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION |
| | ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE |
| | WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY |
| | REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH |
| | ENGINEERING STANDARDS TO PRESERVE THE POSITIVE PATTERNS |
| | OF THE AFFECTED SITES. ACCORDINGLY, DEVELOPERS, |
| | CONTRACTORS, AND OWNERS OF ALL NEW RESIDENTIAL |
| | DEVELOPMENT, INCLUDING ADDITIONS, POOLS, |
| | PATIOS, DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING |
| | PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ |
| | FT OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A |
| | PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED |
| | DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS |
| | PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A |
| | CERTIFICATE FROM A LICENSED ENGINEER SHALL BE SUBMITTED |
| | TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL OF THE |
| | FINAL INSPECTION. |
| | |
| | 14)109.3.10.1 HURRICANE 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. |
| | |
| | 15) SHEET R-4 AND R-5 ARE NOT SIGNED NOR SEALED IN THE |
| | ROLL BEING REVIEWED. |
| | 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 |
| | |
| | 16)SHEET C-1 INDICATES THIS BUILDING IS DECLARING |
| | ITSELF AS UNLIMITED IN AREA BY THE CODE SECTION507.2, |
| | NOTE THIS CAN NOT BE CONFIRMED AT THIS TIME SINCE THE |
| | SITE PLAN SP-2 IS ONLY OF THE BUILDING AND NOT TO THE |
| | PROPERTY LINE. THIS INFORMATION IS TO BE INCLUSIVE IN |
| | THIS SET OF DOCUMENTS! 106.1.2 ADDITIONAL INFORMATION |
| | AND 507.2. |
| | |
| | 17)SHEET A-6: |
| | 17A) THE BREAK ROOM, HAS AN OCCUPANT LOAD OF OVER 50 |
| | CREATING AN A-2 OCCUPANCY, THE PLANS INDICATE A WALL |
| | TYPE A-3 AND A-6 WALL TYPE, THE WALL SCHEDULE ON A-6.1 |
| | DOESN?T INDICATE THESE WALLS BEING FIRE RATED? TRUE |
| | THESE WALLS DO NOT NEED TO BE FIRE RATED IN ACCORDANCE |
| | WITH 302.3.2 BUT THERE IS AN A-2 OCCUPANCY IN THE BREAK |
| | ROOM THAT DOES REQUIRE 1 HOUR RATED CORRIDORS WHEN |
| | THERE IS AN OCCUPANT LOAD GREATER THAN 30 PEOPLE, SEE |
| | TABLE 1016, ASSEMBLY OCCUPANCY. |
| | |
| | 17B) 106.1.2* ADDITIONAL INFORMATION REQUIRED ROOM 154 |
| | EDC PLEASE PROVIDE WHAT THIS STANDS FOR? |
| | |
| | 17C) NOTE THE EXTERIOR DOORS DO NOT HAVE IDENTIFICATION |
| | TAGS? 106.1.2* |
| | |
| | 17D)DOOR 162-C PLANS INDICATE ONE PORTION OF THE WALL |
| | AS BEING FIRE RATED? DETAIL 18 OF |
| | |
| | 18) SHEET A-5: |
| | 18A) DETAIL# 1 INDICATE RATED WALLS BUT THERE ARE NO |
| | WALL TAG IDENTIFYING TYPE OF WALLS? 106.1.2* ADD INFO |
| | REQUIRED. |
| | |
| | 18B) DETAIL# 1 ALSO LACKS DOOR IDENTIFICATION MARKERS, |
| | ADD INFO REQUIRED? 106.1.2* |
| | |
| | 18C) DETAIL# 1 THE EXIT PASSAGEWAY BETWEEN THE WOMEN?S |
| | RESTROOM AND THE SALON IS MISSING IS MISSING A RATED |
| | WALL. WITH THE DOOR NOT MARKED, IT MAY ALSO BE MISSING |
| | A RATING? |
| | |
| | 18D) THIS SAME EXITPASSAGEWAY THE DOOR LEADING FROM |
| | THE STORE IS MISSING THE 18? REQUIRED ON THE PULL SIDE. |
| | 11-4.13.6 MANEUVERING CLEARENCES AT DOORS. MINIMUM |
| | MANEUVERING CLEARANCES 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 CLEARANCES |
| | SHALL BE CLEAR & LEVEL. |
| | |
| | 19) THE PLANS WERE NOT VERY EVIDENT WHERE THE DRESSING |
| | ROOMS WERE TO BE? |
| | 11-4.35 DRESSING AND FITTING ROOMS. |
| | |
| | 11-4.35.1 GENERAL. |
| | DRESSING AND FITTING ROOMS REQUIRED TO BE ACCESSIBLE BY |
| | SECTION 11-4.1 SHALL COMPLY WITH SECTION 11-4.35 AND |
| | SHALL BE ON AN ACCESSIBLE ROUTE. |
| | |
| | 11-4.35.2 CLEAR FLOOR SPACE. |
| | A CLEAR FLOOR SPACE ALLOWING A PERSON USING A |
| | WHEELCHAIR TO MAKE A 180-DEGREE TURN SHALL BE PROVIDED |
| | IN EVERY ACCESSIBLE DRESSING ROOM ENTERED THROUGH A |
| | SWINGING OR SLIDING DOOR. NO DOOR SHALL SWING INTO ANY |
| | PART OF THE TURNING SPACE. TURNING SPACE SHALL NOT BE |
| | REQUIRED IN A PRIVATE DRESSING ROOM ENTERED THROUGH A |
| | CURTAINED OPENING AT LEAST 32 INCHES (815 MM) WIDE IF |
| | CLEAR FLOOR SPACE COMPLYING WITH SECTION 11-4.2 RENDERS |
| | THE DRESSING ROOM USABLE BY A PERSON USING A |
| | WHEELCHAIR. |
| | |
| | 11-4.35.3 DOORS. |
| | ALL DOORS TO ACCESSIBLE DRESSING ROOMS SHALL BE IN |
| | COMPLIANCE WITH SECTION 11-4.13 . |
| | |
| | 11-4.35.4 BENCH. |
| | EVERY ACCESSIBLE DRESSING ROOM SHALL HAVE A 24 INCHES |
| | BY 48 INCHES (610 MM BY 1219 MM) BENCH FIXED TO THE |
| | WALL ALONG THE LONGER DIMENSION. THE BENCH SHALL BE |
| | MOUNTED 17 INCHES TO 19 INCHES (430 MM TO 485 MM) ABOVE |
| | THE FINISH FLOOR. CLEAR FLOOR SPACE SHALL BE PROVIDED |
| | ALONGSIDE THE BENCH TO ALLOW A PERSON USING A |
| | WHEELCHAIR TO MAKE A PARALLEL TRANSFER ONTO THE BENCH. |
| | THE STRUCTURAL STRENGTH OF THE BENCH AND ATTACHMENTS |
| | SHALL COMPLY WITH SECTION 11-4.26.3 . WHERE INSTALLED |
| | IN CONJUNCTION WITH SHOWERS, SWIMMING POOLS, OR OTHER |
| | WET LOCATIONS, WATER SHALL NOT ACCUMULATE UPON THE |
| | SURFACE OF THE BENCH AND THE BENCH SHALL HAVE A |
| | SLIP-RESISTANT SURFACE. |
| | |
| | 11-4.35.5 MIRROR. |
| | WHERE MIRRORS ARE PROVIDED IN DRESSING ROOMS OF THE |
| | SAME USE, THEN IN AN ACCESSIBLE DRESSING ROOM, A |
| | FULL-LENGTH MIRROR, MEASURING AT LEAST 18 INCHES WIDE |
| | BY 54 INCHES HIGH (460 MM BY 1370 MM), SHALL BE MOUNTED |
| | IN A POSITION AFFORDING A VIEW TO A PERSON ON THE BENCH |
| | AS WELL AS TO A PERSON IN A STANDING POSITION. |
| | |
| | 20) SW1A PLEASE PROVIDE THE FOLLOWING INFORMATION: |
| | 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. |
| | 11-5.5 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 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. |
| | |
| | 11-5.6 TABLEWARE AND CONDIMENT AREAS. |
| | SELF-SERVICE SHELVES AND DISPENSING DEVICES FOR |
| | TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGES |
| | SHALL BE INSTALLED TO COMPLY WITH SECTION 11-4.2 (SEE |
| | FIGURE 54 ). |
| | |
| | 21) HAZARDOUS PRODUCT SUMMARY SHEET: |
| | A) PROPANE & OTHER LPG- 200 LBS, DOES THIS MEAN THERE |
| | WILL ONLY BE 10 20LB CYLINDERS OR |
| | LESS BECAUSE OF THE PROPANE TORCH AND CAMP STOVE |
| | EQUIPMENT AND THE MAPP GAS CYLINDERS? PLEASE PROVIDE AN |
| | ACCURATE ACCOUNTING OF QUANTITIES, PLACEMENT AND |
| | COMPLIANCE WITH TABLE 307.7.1. NOTE THE ALLOWANCE FOR |
| | INCREASES WITH FOOTNOTES D & E. |
| | |
| | B) PLEASE FOLLOW THE SAME OUTLINE ABOVE FOR ALL |
| | FLAMMABLE AND COMBUSTIBLE LIQUIDS. |
| | C) PLEASE PROVIDE THE MSDS SHEETS FOR THE PRODUCTS |
| | LISTED ON THE WALMART HAZARDOUS PRODUCTS. |
| | ONCE THIS INFORMATION IS OBTAINED WE WILL BE ABLE TO |
| | DETERMINE ALLOWABLE AMOUNTS OF PRODUCT WITHOUT BEING |
| | CONSIDERED A HAZARDOUS AREA. |
| | |
| | 22) 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. |
| | 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 |
| | B) MULLIONS |
| | C) GLAZED DOORS SWING & AUTOMATIC BI-PASS |
| | D) EXTERIOR HOLLOW METAL DOORS, SINGLE & DOUBLE |
| | E) OVERHEAD, OR SECTION OR COIL DOORS |
| | F) EFIS SYSTEMS |
| | G) SKYLIGHT |
| | H) ROOF HATCH |
| | I) ROOF ASSEMBLIES, FLAT AS WELL AS ROOF TILE |
| | J) PRE-MANUFACTURED A/C STANDS |
| | |
| | 23) 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 |
| | HAVESTATEWIDE APPROVAL, SUBMIT AN APPLICATION FOR |
| | LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE |
| | 9B-72.WWW.FLORIDABUILDING.ORG |
| | |
| | 24) 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. |
| | |
| | 25) 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. |
| | |
| | 26) 1707.4.5.2 MULLIONS SHALL BE DESIGNED TO TRANSFER |
| | THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW OR DOOR ASSEMBLIES TO THE ROUGH |
| | OPENING SUBSTRATE. |
| | |
| | 27) THIS ROOF IS MISSING OR NOT INCOMPLIANCE WITH |
| | THE FOLLOW ITEMS: |
| | ___ CONTRACTOR DID NOT PROVIDE THE MEANROOF |
| | HEIGHT. |
| | |
| | ___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH. |
| | |
| | _XX__ CONTRACTOR FAILED TO PROVIDE PRODUCT APPROVAL FOR |
| | THE TYPE OF ROOFING TO BE INSTALLED. |
| | |
| | _XX__ CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO BE |
| | USED. |
| | |
| | __XX_ THE SYSTEM PROVIDED HAS A LOW PRESSURE FOR ZONE |
| | _2&3__ . |
| | |
| | _XX__ THE SYSTEM PROVIDED STATESLIMITATION# 7, |
| | SHOULD THE FASTENERRESISTANCE BE LESS THAN THAT |
| | REQUIRED, AS DETERMINED BY THEBUILDING OFFICIAL, A |
| | REVISED FASTENER SPACING, PREPARED , SIGNED AND SEALED |
| | BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER, |
| | REGISTEREDARCHITECT OR REGISTERED ROOF CONSULTANT MAY |
| | BE SUBMITTED. |
| | |
| | ___ THE SYSTEM PROVIDED INDICATES LIMITATION# 9, NO |
| | ENHANCED FASTENING ALLOWED. |
| | |
| | 28)THE STRUCTURAL SHEETS FAILED TO IDENTIFY THE |
| | FOLLOWING: |
| | 2004 FL. BLD CODE 1603.1.4 THEFOLLOWING 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. |
| | |
| | 29)PLANS INDICATE THE USE OF ? ? FRT PLYWOOD, PLEASE |
| | PROVIDE TYPE OF FASTENER WILL BE USED IN TO THE METAL |
| | PAN DECKING? PROVIDE FREQUENCY OF FASTENING ALSO. |
| | |
| | 30) SHEET A4.1 DETAIL 12 INDICATES A 8? PONDING ON THE |
| | ROOF, WHEREAS ROOFS WITH SCUPPER OVERFLOWS ARE TO HAVE |
| | A MAXIMUM OF 4? PONDING,1503.4.3 OVERFLOW SCUPPERS . |
| | |
| | WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT |
| | PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR |
| | PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4 |
| | INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND |
| | SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED |
| | VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET |
| | SCUPPERS . AN OVERFLOW SCUPPER SHALL BE SIZED IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING. |
| | |
| | 31) 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. |
| | BUILDING PLAN REVIEW II |
| | JIM WITMER C. B. O. |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
| | |
| | WALMART SUPERCENTER 4225 45TH ST.DOC |
