| 2014-02-10 15:56:03 | BUILDING PLAN REVIEW |
| | PERMIT: 13090640 |
| | ADD: 800 HANK AARON DRIVE BUILDING # 7, MODEL TYPE-E |
| | BLDG, MIZNER LAKES |
| | CONT: KAST CONSTRUCTION |
| | TEL: (561)324-8082 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 2ND REVIEW |
| | DATE: MONDAY FEB. 10/ 2014 |
| | ACTION: DENIED |
| | |
| | 1) 1) COMPLIED. |
| | THIS PERMIT IS FOR BUILDING # 1 A (4) STORY MODEL-TYPE |
| | E BUILDING. THE SUBMITTALS INCLUDED A WRITTEN THRESHOLD |
| | INSPECTION PLAN WHICH WILL BE REQUIRED FOR ALL (4) |
| | STORY BUILDINGS. |
| | |
| | 2) BUILDINGS THAT ARE GOING TO BE BUILT IN PHASE 1, |
| | PLEASE LIST THEM INTO THE DOCUMENTS FOR THE THRESHOLD & |
| | RESIDENT INSPECTOR PACKAGE SO YOU DO NOT HAVE TO GO |
| | THROUGH THE PAPERWORK FOR EACH PERMIT. NOTE THRESHOLD |
| | DOCUMENTS WILL BE NEEDED FOR BUILDING # 6, 7 & 8 ALL 3 |
| | BEING 4 STORY BUILDINGS. THIS COMMENT DEALS WITH THE 4 |
| | STORY BUILDINGS: |
| | THRESHOLD INSPECTION PLAN FL S. S. 553.71(7) " |
| | THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS |
| | GREATER THAN (3) STORIES OR 50 FT IN HEIGHT, OR WHICH |
| | HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN |
| | THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN |
| | AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500 |
| | PERSONS. |
| | NOTE: A E-MAIL AND ATTACHMENT WAS SENT TO |
| | [email protected] WITH THE GUIDELINES & POLICIES |
| | FOR PROJECTS CONCERNING SPECIAL INSPECTORS & RESIDENT |
| | INSPECTORS HANDBOOK, FORMS ARE WITHIN THIS DOCUMENT. |
| | |
| | 2A) 109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A |
| | SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON |
| | A THRESHOLD BUILDING PURSUANT TO A STRUCTURAL |
| | INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE |
| | STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE |
| | ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING |
| | PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING. |
| | THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO |
| | PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO |
| | THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR |
| | COMPLIANCE WITH THE PERMITTED DOCUMENTS. |
| | |
| | 2B) THRESHOLD INSPECTOR: |
| | WPB AMENDMENT 109.3.6.2 W.P.B. CONSTRUCTION SERVICES |
| | DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A SPECIAL |
| | INSPECTOR AS REQUIRED BY FL S S 553.79(5) FLORIDA |
| | STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY THIS |
| | CODE. |
| | CONTACT KEN CONRAD MANAGER OF THE SPECIAL INSPECTOR |
| | PROGRAM AT (561)805-6666 FOR FURTHER INFORMATION |
| | BEFORE THE PERMIT MAY BE ISSUED. |
| | |
| | 2C) THRESHOLD BLDG, REQUIRED STATEMENT: |
| | W.P.B. AMENDMENT 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 CONTAIN 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. |
| | |
| | 2D) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED |
| | TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR |
| | IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE |
| | INSPECTIONS. |
| | |
| | 2D)(1) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| | HISTORY FOR THIS TYPE OF CONSTRUCTION. |
| | THIS MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN |
| | CONRAD: [email protected] |
| | |
| | 2D)(2) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A |
| | RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. |
| | THE RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS |
| | SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE |
| | WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, |
| | AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES |
| | WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST |
| | MEETING THE ABOVE CRITERIA. |
| | CONTACT KEN CONRAD |
| | TEL: 561-805-6666 |
| | E-MAIL: [email protected] |
| | |
| | 2E) PLEASE PROVIDE 3 SETS OF PLANS AND ASSOCIATED |
| | DOCUMENTS FOR ALL RESIDENT & THRESHOLD BUILDINGS. |
| | |
| | 3A) COMPLIED. |
| | SUBMITTED WAS A SINGLE GEOTECHNICAL REPORT BY GFA |
| | INTERNATIONAL, AUGUST 19,2013 GFA PROJECT # 13-0924.00, |
| | 3 WILL BE REQUIRED. |
| | |
| | 3B) 2ND REQUEST, TODATE NO PERMIT APPLICATION HAS BEEN |
| | SUBMITTED FOR THIS SCOPE OF WORK, JUST VERBAL |
| | COMMUNICATION.WITHIN THE SUBMITTED SOILS REPORT BASED |
| | ON THE RESULTS, LOOSE SOILS AND SOFT ORGANIC SOIL |
| | (MUCK) LAYER WAS FOUND. THE PLANS DO NOT INDICATE WHICH |
| | OF THE THREE OPTIONS WERE PICKED FOR THIS PROJECT, THIS |
| | MAY AFFECT THE TYPE OF FOUNDATION. PLEASE PROVIDE |
| | ADDITIONAL INFORMATION. 107.2.1.3 ADDITIONAL |
| | INFORMATION REQUIRED. A SEPERATE PERMIT WILL BE |
| | REQUIRED FOR SOILS WORK. |
| | |
| | 4A) 2ND REQUEST, PLEASE NOTE PRODUCT APPROVALS WERE |
| | SUBMITTED, THEY ARE NOT INDICATED AS TO WHICH BUILDING |
| | THEY ARE GOING TO BE INSTALLED. WE WILL ASSUME WORST |
| | CASE SCENARIO, FOR WALL OPENINGS WE WILL BE LOOKING AT |
| | A EXTERIOR CORNER ZONE, ZONE 5, 10 SQ. FT. A ROOF |
| | HEIGHT MEAN ROOF HEIGHT FOR THE 4 STORY BUILDING AND A |
| | "C" EXPOSURE CATEGORY. THE SAME WILL HOLD TRUE FOR ALL |
| | ROOFING PRODUCTS UNLESS THE PRODUCTS ARE BROUGHT IN |
| | BUILDING TYPE SPECIFIC, WORST CASE SCENARIO. |
| | |
| | 4B) 2ND REQUEST/ PLEASE IDENTIFY FOR GLAZED OPENINGS, |
| | WINDOWS & DOORS TYPE OF GLAZING, SIZE OF WINDOWS, & |
| | ASSOCIATED PRESSURES. 2010 FBC-B 1609.6.4.4.1. |
| | COMPONENTS & CLADDING. ALL OF THE DOOR REPORTS |
| | SUBMITTED HAVE LOCKING OPTIONS RANGING BETWEEN -65 LBS |
| | TO -80 LBS AND WILL MEET THE PRESSURES. |
| | |
| | 4C) 2ND REQUEST. FOR ROOFING APPROVALS, PLEASE IDENTIFY |
| | SUB-SYSTEMS AND ASSOCIATED PRESSURES. SEE IF LIMITATION |
| | # 7 OR LIMITATION #9 APPLIES, IF LIMITATION # 7 |
| | APPLIES, PLEASE PROVIDE ENHANCED FASTENING AS TO RAS |
| | 117. |
| | |
| | JOHN MANVILLE MODIFIED ROOF OVER WOOD DECK NOA |
| | 13-0129.15 WHICH OF THE THE SUB-SYSTEMS ARE TO BE |
| | INSTALLED, NONE ARE CIRCLED TO INDICATE THE INTENDED |
| | APPLICATION. |
| | |
| | JOHN MANVILLE MODIFIED OVER LIGHTWEIGHT NOA 13-0129.02 |
| | SUB-SYSTEM IS NOT IDENTIFIED/ LOCATION ON PLANS NOT |
| | IDENTIFIED, OVER THE ELEVATOR ROOF? |
| | |
| | SIPLAST LIGHTWEIGHT INSULATING CONCRETE DECK NOA |
| | 13-0102.03 SUB-SYSSTEM NOT IDENTIFIED/ NOR LOCATION |
| | |
| | 5) SHEET A151: |
| | |
| | 5A) COMPLIED. |
| | BUILDING DATA- FIRE RESISTANCE RATING BASED ON EXTERIOR |
| | WALLS & FIRE SEPARATION TABLE 602. SHEET A100 SHOWS |
| | 30?-0? SEPARATION, BUT THERE IS NO ASSUMED PROPERTY |
| | LINES SEE FBC-B 503.1.2 BUILDINGS ON THE SAME LOT AND |
| | TABLE 602. BUILDINGS THAT REQUIRED 1 HR. FIRE |
| | RESISTANCE RATING WOULD NOW REQUIRE A 2 HOUR FIRE |
| | RESISTANCE RATING. ALSO BE AWARE OF ALLOWABLE GLAZED |
| | OPENINGS AT FIFTEEN FEET, PER FBC-B TABLE 705.8. |
| | |
| | 5B) 2ND REQUEST, UNDER THE BUILDING DESIGN CRITERIA, |
| | III-B SPRINKLERED, SPRINKLERED IS MISSING! 903.2.11.3 |
| | REQUIRES FIRE SPRINKLERS. FIRE PROTECTION & OPENING |
| | PROTECTIVE. |
| | PLEASE PROVIDE IN THE BUILDING DATA TABLE IF THE FIRE |
| | SPRINKLERS WILL BE NFPA 13 OR 13R? 107.2.1.3. |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 5C) 2ND REQUEST, THE PLANS AND COMMENT RESPONCE |
| | INDICATES THE USE OF 1/2 HR FIRE RATED WALLS AS PER |
| | SECTION 709.3 EXCEPTION # 2 PLEASE REVIEW 903.3.1.1 IS |
| | A FULL NFPA 13 SYSTEM, NFPA 13 R IS 903.3.1.2 IF THE |
| | 1/2 HR FIRE RATING IS TO BE USED BETWEEN RESIDENTIAL |
| | UNITS A FULL NFPA 13 FIRE SPRINKLER WILL BE REQUIRED. |
| | FIRE & SMOKE SEPARATION; |
| | |
| | 5D) 2ND REQUEST. SEE DETAILS 2 A550, THIS DETAIL IS FOR |
| | A 4 STORY UNIT BUT DOES NOT PROVIDE CONTINUITY TO THE |
| | ROOF DECK. 2010 FBC-B 709.4. CONTINUITY, ROOF |
| | CONSTRUCTION 709.4.1.1 ROOF SHEATHING AND 709.4.1.2 |
| | ROOF PROTECTION. PLEASE ALSO PROVIDE A DETAIL WITH THE |
| | TENANT SEPERATION WALL PARALLEL TO THE TRUSSES AND SHOW |
| | CONTINUITY TO THE ROOF DECK ABOVE. 2010 FBC-B 439.2 |
| | SEPERATION WALLS. WALLS SEPERATING DWELLING UNITS IN |
| | THE SAME BUILDING, WALLS SEPERATING SLEEPING UNITS IN |
| | THE SAME BUILDING. |
| | |
| | SHEET S-5 DETAIL 10/ S-7 DOES NOT INDICATE THE USE OF |
| | FRT PLYWOOD ROOF SHEATHING, FURTHER TO THE RIGHT ON |
| | SHEET S5 THERE IS ANOTHER DEAIL FOR THE SAME AREA |
| | DETAIL # 8/S-7 THAT DOES SHOW FRT PLYWOOD, DISCREPANCY |
| | IN THE PLANS. 107.2.1.3 ADDITIONAL INFORMATION |
| | REQUIRED. |
| | |
| | 2010 FBC-B 709.4 CONTINUITY, 709.4.1 ROOF CONSTRUCTION, |
| | 709.4.1.1 ROOF SHEATHING AND 709.4.1.2 ROOF PROTECTION. |
| | |
| | 5E) COMPLIED, FIRE RATING CONTINUED INTO OVERHANG. |
| | |
| | 5F) 2ND REQUEST. |
| | BUILDING DATA TABLE UNDER THE HEADING FIRE PROTECTION & |
| | OPENING PROTECTION THE ELEVATOR SHAFT INDICATES |
| | REQUIRED AND INCLUDED BUT DOES NOT STATE THE RATING OF |
| | THE SHAFT, FBC-B 708.4 |
| | REQUIRES 2 HR. UNDER THE HEADING VERTICAL SHAFTS THE |
| | PLANS STATE 1 HR THIS IS A 4 STORY BUILDING THAT |
| | REQUIRES 2 HR SHAFT WALLS. |
| | |
| | 5G)2ND REQUEST. |
| | THE HEADING IN THE SAME TABLE FOR VERTICAL SHAFTS |
| | INDICATES 1 HOUR SEE FBC-B 708.4. |
| | |
| | 5H)2ND REQUEST. HEADING FOR FIRE AND SMOKE SEPERATION , |
| | TENANT SEPERATION AS NONE INCLUDED PLEASE SEE FBC-B |
| | 709.6 EXCEPTION 4 OTHER THAN DWELLING UNITS OR SLEEPING |
| | UNITS, WALLS USED TO SEPARATE INDIVIDUAL TENANT SPACES |
| | SHALL NOT BE REQUIRED TO HAVE A FIRE-RESISTANCE RATING |
| | WHEN THE BUILDING IS PROTECTED BY A COMPLETE AUTOMATIC |
| | SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION |
| | 903.3.1.1. |
| | |
| | 6) COMPLIED. |
| | 107.3.51.1 MINIMUM PLAN REVIEW CRITERIA FOR COMMERCIAL |
| | BUILDINGS: |
| | A) INTERIOR REQUIREMENTS SHALL INCLUDE THE FOLLOWING: |
| | INTERIOR FINISHES (FLAME SPREAD & SMOKE DEVELOPMENT) |
| | 803.9 & TABLE 803.9. |
| | |
| | B) COMPLIED. |
| | 1207.2 AIR-BORNE SOUND. |
| | WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES |
| | SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM |
| | PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION |
| | CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) |
| | FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM |
| | E 90. PENETRATIONS OR OPENINGS IN CONSTRUCTION |
| | ASSEMBLIES FOR PIPING; ELECTRICAL DEVICES; RECESSED |
| | CABINETS; BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR |
| | EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR |
| | OTHERWISE TREATED TO MAINTAIN THE REQUIRED RATINGS. |
| | THIS REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT |
| | ENTRANCE DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT |
| | FITTING TO THE FRAME AND SILL. |
| | |
| | C) COMPLIED. |
| | 1207.2.1 MASONRY. |
| | THE SOUND TRANSMISSION CLASS OF CONCRETE MASONRY AND |
| | CLAY MASONRY ASSEMBLIES SHALL BE CALCULATED IN |
| | ACCORDANCE WITH TMS 0302 OR DETERMINED THROUGH TESTING |
| | IN ACCORDANCE WITH ASTM E 90. |
| | |
| | D) 2ND REQUEST RESPONCE DOES NOT PROVIDE WHICH SHEET |
| | THE COMPLIANCE WAS MET? 1207.3 STRUCTURE-BORNE SOUND. |
| | FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR |
| | BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA |
| | WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION |
| | CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD |
| | TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492. |
| | |
| | 6E) 2ND REQUEST, SHEET A-205 DOES SHOW A ROOF HATCH TO |
| | THE FLAT ROOF DECK AND THE PLANS DO INDICATE A ACCESS |
| | DOOR INTO THE C1 UNIT ON THE FOURTH FLOOR. THE TENNANT |
| | SEPERATION WALLS GO ALL THE WAY TO THE ROOF DECK. THE |
| | REQUIRED EGRESS IN EACH UNIT IS FOR FIRE ACCESS IN CASE |
| | OF EITHER SMOKE OR FIRE FOR ACCESS TO THE ATTIC SPACE. |
| | 2010 FBC-C 1209.2 ATTIC SPACES.AN OPENING NOT LESS THAN |
| | 20 INCHES BY 30 INCHES (559 MM BY 762 MM) SHALL BE |
| | PROVIDED TO ANY ATTIC AREA HAVING A CLEAR HEIGHT OF |
| | OVER 30 INCHES (762 MM). A 30-INCH (762 MM) MINIMUM |
| | CLEAR HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT |
| | OR ABOVE THE ACCESS OPENING. THE |
| | |
| | 6F) COMPLIED. |
| | |
| | 6G) COMPLIED. |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION. 102.1 |
| | GENERAL. WHERE, IN ANY SPECIFIC CASE, DIFFERENT |
| | SECTIONS OF THIS CODE SPECIFY DIFFERENT MATERIALS, |
| | METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST |
| | RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT |
| | BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC |
| | REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE |
| | APPLICABLE. |
| | |
| | THE 300 SERIES SHEETS INDICATE THE WALL TAGS, OR |
| | IDENTIFY WALL CONSTRUCTION. WALL TYPE 14 INDICATES |
| | SHAFT WALL CONSTRUCTION, THERE IS ALSO A WALL TYPE A13 |
| | THAT CONTAINS BATHROOM EXHAUST FANS AND CLOTHES DRYER |
| | VENTS. WALL TYPE A13 IS NOT SHAFT WALL CONSTRUCTION NOR |
| | IS IT CONTINIOUS TO THE NEXT DECK ABOVE. THIS IS A R-2 |
| | OCCUPANCY NOT COVERED UNDER TOWNHOUSE CONSTRUCTION OR |
| | THE RESIDENTIAL CODE. SHAFT WALL CONSTRUCTION UNDER THE |
| | 2010 FBC-B 708.2 EXCEPTION # 3 IS FOR PIPES, TUBES, |
| | CONDUITS, WIRE & CABLES BUT THE |
| | REQUIREMENTS FOUND IN FBC-B 716.5.3 IS FOR DUCT WORK. |
| | PLEASE REVIEW EXCEPTION # 2 RESIDENTIAL SEE 2.1 THE |
| | SECTION STATES FOR KITCHEN, CLOTHES DRYER, BATHROOM & |
| | TOILET ROOM EXHAUST. |
| | EXCEPTION: # 2. |
| | 2.1. KITCHEN, CLOTHES DRYER, BATHROOM AND TOILET ROOM |
| | EXHAUST OPENINGS ARE INSTALLED WITH STEEL EXHAUST |
| | SUBDUCTS, HAVING A MINIMUM WALL THICKNESS OF |
| | 0.0187-INCH (0.4712 MM) (NO. 26 GAGE); |
| | |
| | 2.2. THE SUBDUCTS EXTEND AT LEAST 22 INCHES (559 MM) |
| | VERTICALLY; AND |
| | |
| | 2.3. AN EXHAUST FAN IS INSTALLED AT THE UPPER TERMINUS |
| | OF THE SHAFT THAT IS POWERED CONTINUOUSLY IN ACCORDANCE |
| | WITH THE PROVISIONS OF SECTION 909.11, SO AS TO |
| | MAINTAIN A CONTINUOUS UPWARD AIRFLOW TO THE OUTSIDE. |
| | |
| | 6H) COMPLIED. |
| | THE 300 SERIES SHEETS ALL SHOW EXTERIOR PATIOS WITH |
| | 8'-0" WIDE SLIDING DOORS, THERE ARE (2) ISSUES, (1) THE |
| | ARCHITECTURAL PLANS INDICATE THE SAME ELEVATION AS THE |
| | INTERIOR, WHERE AS THE STRUCTURAL SHEETS INDICATE A |
| | 3/4" LOWER ELEVATION A DISCREPANCY. THE 2ND ISSUE IS |
| | FAIR HOUSING SINCE A ELEVATOR GOES TO ALL FLOORS, FAIR |
| | HOUSING ALLOWS FOR A 3/4" DIFFERENCE IN HEIGHT FOR THE |
| | THRESHOLD AT SECONDARY DOORS. WITH THE SLIDING GLASS |
| | DOOR TRACK AND THE 3/4" DIFFERENCE IN ELEVATION WE ARE |
| | OVER THE ALLOWABLE DIFFERENCE IN HEIGHT. |
| | |
| | 7-8) COMPLIED.. |
| | |
| | 9) 2ND REQUEST. THE VALUE FOR YOUR PERMIT IS LOW, OUR |
| | CALCULATED VALUE IS $5,967,131.00 DOLLARS IN VALUE. |
| | W P B ADMINISTRATIVE CODE 108.2 SCHEDULE OF PERMIT |
| | FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS, |
| | MECHANICAL, AND PLUMBING SYSTEMS OR ALTERATIONS |
| | REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID |
| | AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE |
| | ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY. |
| | |
| | 108.3* BUILDING PERMIT VALUATION. |
| | IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE |
| | CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE, |
| | ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS |
| | APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE |
| | PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES, |
| | VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL |
| | REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND |
| | SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE |
| | STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR |
| | FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR |
| | BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING |
| | COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE. |
| | VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED |
| | DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES |
| | (MARSHALL-SWIFT, MEANS, ETC) WITH REGIONAL ADJUSTMENTS |
| | FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE |
| | CONGRESS. |
| | |
| | 10) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT |
| | NUMBER, WITH ADESCRIPTION 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. |
| | |
| | 11) 2ND REQUEST. 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 |
| | JAMES A. WITMER CBO |
| | |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | CONSTRUCTION SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
| | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 |
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