| Date |
Text |
| 2019-05-30 09:06:07 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19040448 |
| | ADD: 2700 S AUSTRALIAN AVE. |
| | CONT: AUTOBUILDERS GENERAL CONT. SVCS. INC. |
| | TEL: 561-622-3515 |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: WED. MAY 29/2019 |
| | ACTION: DENIED |
| | |
| | 1) SHEET 002-G-101 THE LIFE SAFETY PLAN: |
| | 1A). UNDER THE HEADING BUILDING CODE SUMMARY THE |
| | PROPOSED USE IS LISTED AS BUSINESS (B) AND STORAGE |
| | (S1). PLEASE NOTE THAT THE SERVICE SHOP IS LISTED AS A |
| | S1 OCCUPANCY. FOR MOTOR VEHICLE REPAIR GARAGES |
| | COMPLYING WITH THE MAXIMUM ALLOWABLE QUANTITIES OF |
| | HAZARDOUS MATERIALS LISTED IN TABLE 307.1(1). |
| | PLEASE SUBMIT A LIST OF HAZARDOUS MATERIALS AND |
| | ALLOWABLE QUANTITIES PER THE 2017 FBC-B TABLE 307.1(1). |
| | |
| | 1B) UNDER THE HEADING OF BUILDING DATA THE PLANS ARE |
| | INDICATED THEY ARE DESIGNED UNDER THE 2014 FBC. PLEASE |
| | NOTE THAT THE 2017 FBC-B WAS ADOPTED STATEWIDE ON DEC. |
| | 31/ 2017. PLEASE UPDATE PLANS. |
| | |
| | 1C) UNDER THE BUILDING DATA THERE IS NO LISTING FOR THE |
| | REQUIRED AREA OF REFUGE, THIS IS A 2 STORY BUILDING AND |
| | NO FIRE SPRINKLERS. THE 2017 FBC-ACCESSIBILITY CODE |
| | UNDER SECTION 207 ACCESSIBLE MEANS OF EGRESS. SECTION |
| | 207.1. MEANS OF EGRESS SHALL COMPLY WITH SECTION 1007 |
| | OF THE INTERNATIONAL BUILDING CODE (2003 EDITION). |
| | PLEASE REVIEW IN THE 2003 IBC-B SECTIONS DEALING WITH: |
| | 1007.3 ENCLOSED EXIT STAIRWAYS, 48 INCHES BETWEEN |
| | HANDRAILS. |
| | 1007.4 ELEVATORS. |
| | 1007.6 AREAS OF REFUGE. |
| | 1007.6.1. SIZE. |
| | 1007.6.2. SEPARATION. |
| | 1007.6.3. TWO-WAY COMMUNICATION. |
| | 1007.6.4. INSTRUCTIONS. |
| | 1007.6.5. IDENTIFICATION. |
| | 1007.7.7. SIGNAGE. |
| | |
| | 1D) SEPARATED MIXED OCCUPANCY SHOWS THE FORMULA FOR |
| | AREA CALCULATIONS BUT HAS LEFT THE CALCULATION BLANK. |
| | PLEASE PROVIDE THE ACTUAL AND ALLOWABLE SQUARE FEET FOR |
| | EACH OF THE OCCUPANCIES AND THE END CALCULATION. 2017 |
| | FBC-B 508.3.3. |
| | |
| | 1E) PLEASE NOTE THE PLANS DOES NOT STATE THE ACTUAL |
| | OCCUPANT LOAD FOR EACH OF THE OCCUPANCIES. THE EXIT |
| | WIDTH DOES PROVIDE THE AREA FOR EACH OCCUPANCY AND AREA |
| | PER OCCUPANT (TABLE 1004.1.2) BUT DOES NOT GIVE THE |
| | ACTUAL OCCUPANT LOAD PER STORY AND THE TOTAL OCCUPANT |
| | LOAD. 2017 FBC-B 1004.1 & TABLE 1004.1.2. |
| | |
| | 1F) THE LIFE SAFETY SHEET 002-G-101 UNDER THE HEADING |
| | OF ALLOWABLE AREA, MIXED OCCUPANCY INDICATES YES, AND |
| | SEPARATION 2 HRS. THE FIRST FLOOR PARTS ROOM HAS A NOTE |
| | 2 HRS. IT WOULD APPEAR THAT THIS NOTE REFERS TO THE |
| | BLOCK WALL BETWEEN THE BUSINESS OCCUPANCY AND S1 REPAIR |
| | GARAGE. THE FIRST FLOOR PLAN SHEET 041-A-101 HAS THIS |
| | SAME WALL WITH A WALL IDENTIFICATION TAG IDENTIFIED AS |
| | WALL TYPE 10. SHEET 042-A-102 THE SECOND FLOOR HAS THE |
| | SAME WALL TYPE IDENTIFIED WITH A WALL IDENTIFICATION |
| | TAG AS WALL TYPE 6. WHEN YOU OPEN UP SHEET 050-A-501 |
| | WALL TYPES NONE OF THE WALL TYPES SHOWN HAVE THE SAME |
| | NAMING CONVENTION. |
| | |
| | 1G) SHEET A-501 WALL TYPES A3-A6 ALL SHOW BLOCK WALLS |
| | WITH EITHER 8 INCH OR 12 INCH CMU. INFORMATION ON THE |
| | PLANS HAS TO BE SPECIFIC NO EITHER, OR. SUCH DRAWINGS |
| | AND SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE |
| | FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF |
| | MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY |
| | WITH THE TECHNICAL CODES. SUCH INFORMATION SHALL BE |
| | SPECIFIC. 107.2.1 INFORMATION ON CONSTRUCTION |
| | DOCUMENTS. |
| | |
| | 1H) PLEASE NOTE THE DESIGNER OF RECORD CAN DESIGN TO A |
| | MORE STRINGENT STANDARD, BUT UNDER THE 2017 |
| | FBC-B TABLE 508.4 THERE IS NO OCCUPANCY SEPARATION |
| | REQUIRED BETWEEN A B AND S1 OCCUPANCY. IF THERE IS A |
| | DIFFERENCE BETWEEN THE FIRE CODE AND BUILDING CODE THEN |
| | THE MOST STRINGENT CODE PREVAILS. |
| | |
| | 1I) THE LIFE SAFETY SHEET 002-G-101 SHOWS A SECOND |
| | STORY BUSINESS AND STORAGE OCCUPANCY, |
| | (ASSUMED S-1). THE TRAVEL DISTANCE IS SHOWN GOING DOWN |
| | THROUGH THE STAIRWAY MAKING THIS STAIRWAY EXIT ACCESS |
| | AND THE TRAVEL DISTANCE ON THE STAIRS TO BE TAKEN |
| | PARALLEL TO THE STAIRS. FROM THE FURTHEST POINT TAKEN |
| | ON THE SECOND FLOOR TO THE FIRST FLOOR LANDING THE |
| | TRAVEL DISTANCE IS BETWEEN 85 TO 90 FEET. THIS IS OVER |
| | THE ALLOWABLE MAXIMUM COMMON PATH OF TRAVEL FROM TABLE |
| | 1006.3.2(2) OF 75 FEET AND OCCUPANT LOAD OF 49 FOR |
| | BUSINESS OR 29 FOR STORAGE OCCUPANCY. IF THE STAIRWAY |
| | WAS A RATED 1 HOUR EXIT STAIRWAY WITH OPENING |
| | PROTECTIVES AND EXIT PASSAGEWAY TO THE EXTERIOR, THEN |
| | THE TRAVEL DISTANCE FOR THE 2ND FLOOR WOULD WORK. |
| | PLEASE REVIEW ALL OF THE REQUIREMENTS FOR EXIT AND EXIT |
| | PASSAGEWAYS. EXIT PASSAGEWAYS ARE FOUND UNDER FBC-B |
| | 1024. PLEASE REVIEW VENTILATION REQUIREMENTS (FBC-B |
| | 1024.7) FOR EXIT PASSAGEWAYS AS WELL. |
| | |
| | 1J) STAIRWAY GUARDRAIL. SHEET 049-A-101. PLEASE PROVIDE |
| | A DETAIL SHOWING COMPLIANCE WITH: |
| | 2017 FBC-B 1015.4 OPENING LIMITATIONS. REQUIRED GUARDS |
| | SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE |
| | 4 INCHES (102 MM) IN DIAMETER FROM THE WALKING SURFACE |
| | TO THE REQUIRED GUARD HEIGHT. |
| | |
| | 2A) SHEET 042-A102 THE 2ND FLOOR PLAN AND ROOF PLAN OF |
| | THE REPAIR GARAGE, SHOWS A ROOF HATCH TO GAIN ACCESS TO |
| | THE MECHANICAL EQUIPMENT ON THE ROOF. SHEET 047-A-301 |
| | SHOWS A VERTICAL DISTANCE FROM THE FINISH FLOOR TO THE |
| | BOTTOM OF THE BAR JOIST OF 14.66 FEET, CENTERED IN THE |
| | SERVICE BAY DOORWAY. THE VERTICAL DISTANCE FROM FINISH |
| | FLOOR TO THE TOP OF THE ROOF AT THE ROOF HATCH IS OVER |
| | 18.50 FEET. PLEASE SHOW HOW COMPLIANCE WITH 306.5 OF |
| | THE 2017 MECHANICAL CODE WILL BE MET: |
| | 2017 FBC-MECHANICAL. 306.5 EQUIPMENT AND APPLIANCES ON |
| | ROOFS OR ELEVATED STRUCTURES. |
| | WHERE EQUIPMENT REQUIRING ACCESS OR APPLIANCES ARE |
| | LOCATED ON AN ELEVATED STRUCTURE OR THE ROOF OF A |
| | BUILDING SUCH THAT PERSONNEL WILL HAVE TO CLIMB HIGHER |
| | THAN 16 FEET (4877 MM) ABOVE GRADE TO ACCESS SUCH |
| | EQUIPMENT OR APPLIANCES, AN INTERIOR OR EXTERIOR MEANS |
| | OF ACCESS SHALL BE PROVIDED. SUCH ACCESS SHALL NOT |
| | REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER THAN 30 |
| | INCHES (762 MM) IN HEIGHT. |
| | |
| | 2B) 2017 FBC-B 1015.6 MECHANICAL EQUIPMENT. GUARDS |
| | SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS, |
| | ROOF HATCH OPENINGS OR OTHER COMPONENTS THAT REQUIRE |
| | SERVICE ARE LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF |
| | EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH EDGE OR |
| | OPEN SIDE IS LOCATED MORE THAN 30 INCHES ABOVE THE |
| | FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE |
| | CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A SPHERE 21 |
| | INCHES IN DIAMETER. THE GUARD SHALL EXTEND NOT LESS |
| | THAN 30 INCHES BEYOND EACH END OF SUCH APPLIANCE, |
| | EQUIPMENT, FAN OR COMPONENT. |
| | |
| | 2C) PLEASE ALSO PROVIDE CODE COMPLIANCE WITH: 2017 |
| | FBC-B ROOF HATCH EXCEPTION: IN BUILDINGS WITHOUT AN |
| | OCCUPIED ROOF, ACCESS TO THE ROOF SHALL BE PERMITTED TO |
| | BE A ROOF HATCH OR TRAP DOOR NOT LESS THAN 16 SQUARE |
| | FEET IN AREA AND HAVING A MINIMUM DIMENSION OF 2 FEET. |
| | |
| | 3) SHEET 028-S-1.0. EARTHWORK GENERAL NOTES: NOTE # 1 |
| | INDICATES ALL EARTHWORK SHALL BE DONE IN ACCORDANCE |
| | WITH THE REQUIREMENTS OUTLINED IN THE GEOTECHNICAL |
| | REPORT BY XXXXXXX/ DATE: XXXXX, MINIMUM BEARING |
| | PRESSURE XXXXXXX. PLEASE SHOW COMPLIANCE WITH THE 2017 |
| | FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE |
| | CLASSIFICATION, STRENGTH OR COMPRESSIBILITY 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 BE PERMITTED TO REQUIRE THAT A |
| | GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
| | |
| | 4) SHEET 029-S-1.1 PROVIDES THE WIND PRESSURES (VASD) |
| | FOR WALL ZONES 4 & 5 BUT THERE ARE NO PRESSURES FOR |
| | ROOF ZONES 1, 2 OR 3. 2017 FBC-B 1603.1.4. WIND DESIGN |
| | DATA. |
| | |
| | 5) THIS BUILDING HAS WELDED AND BOLTED STEEL |
| | CONNECTIONS, PLEASE PROVIDE COMPLIANCE WITH, THE |
| | CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE |
| | SPECIFICATIONS & WELDER OPERATOR PERFORMANCE |
| | QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED |
| | STANDARDS AT TIME OF INSPECTION. |
| | 2014 FBC-B 2204.1 WELDING |
| | 2014 FBC-B 2204.2 BOLTING. |
| | |
| | 6) THE SUBMITTED NOA: 14-0827.18TAMKO MODIFIED BITUMEN |
| | ROOF SYSTEM OVER STEEL DECK HAS VARIOUS SUB-SYSTEMS |
| | LISTED WITHIN THE REPORT BUT NONE OF THE SUB-SYSTEMS |
| | WERE IDENTIFIED AS THE ONE BEING INSTALLED. : FOR ALL |
| | ROOFING PRODUCTS PLEASE IDENTIFY ALL ROOFING |
| | SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR ROOF |
| | ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS, IF |
| | ENHANCED FASTENING IS ALLOWED |
| | (LIMITATION #7 ALLOWS ENHANCED FASTENING, LIMITATION # |
| | 9 DOESN?T) FOR ROOF ZONES 2 & 3. FASTENER DENSITIES |
| | SHALL BE INCREASED FOR BOTH INSULATION & THE BASE SHEET |
| | AS CALCULATED IN COMPLIANCE WITH ROOFING APPLICATION |
| | STANDARDS RAS 117. CALCULATION PREPARED, SIGNED AND |
| | SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR |
| | REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. |
| | |
| | 7) THE SUBMITTAL NOA: 16-0219.01 TC-5SERIES STEEL ROOF |
| | CURB FOR TRANE ROOF TOP UNITS. PLEASE REVIEW SHEET 4 |
| | AND 5 OF THE PRODUCT APPROVAL FOR TECHNICAL NOTES. |
| | RESTRAINT BRACKET QUANTITY IS DETERMINED BY PROJECT |
| | SPECIFIC CALCULATIONS, PERFORMED BY A FLORIDA LICENSED |
| | PE OR FLORIDA REGISTERED ARCHITECT THAT CONSIDER THE |
| | UNIQUE COMBINATION OF THE UNIT SIZE AND APPLICABLE |
| | LATERAL AND UPLIFT PRESSURES FOR EACH JOB. PLEASE |
| | PROVIDE CALCULATION FOR HOW MANY BRACKETS WILL BE |
| | NEEDED FOR EACH TYPE OF UNIT. 107.2.1.3. ADDITIONAL |
| | INFORMATION IS REQUIRED. 2017 FBC-M- 301.15 WIND |
| | RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND |
| | SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND |
| | INSTALLED TO RESIST THE WIND PRESSURES DETERMINED IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 8) THE SUBMITTAL NOA: 17-1017.14 TRULITE SERIES 3100 |
| | REGISTER ALUMINUM STOREFRONT/ WINDOW WALL SYSTEM- L. M. |
| | I. SHEETS 2-5 DO NOT OPEN FOR REVIEW. PLEASE NOTE ON |
| | PAGE 6 ONLY THE BOTTOM SERIES OF GLASS IS HIGHLIGHTED |
| | FOR PRESSURES. THE UPPER WINDOW GLASS IS NOT MENTIONED. |
| | THE UPPER GLAZING UNITS WHICH HAVE BOTH VERTICAL AND |
| | HORIZONTAL FRAMING MEMBERS ARE NOT IDENTIFIED ON SHEETS |
| | 8 AND 9 OF THE REPORT NOR IS THE CHART HIGHLIGHTED OR |
| | CIRCLED TO IF THE JAMBS ARE REQUIRED TO BE STEEL |
| | RE-ENFORCED. SHEET 10 OF 17 THE DOOR MULLION INDICATES |
| | TRULITE DOORS ARE UNDER A SEPARATE NOA. SHEET 13 OF 17 |
| | THE ANCHOR LOAD CHART IS NOT IDENTIFIED AS TO THE TYPE |
| | OF ANCHOR FOR THE FRAME WIDTH AND HEIGHT. |
| | IDENTIFY GLAZING/ MULLIONS. |
| | PLEASE IDENTIFY ON THE PRODUCT APPROVAL BEFORE |
| | SUBMITTING TO DESIGNER OF RECORD AND BEFORE SUBMISSION |
| | TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH |
| | GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, |
| | TYPE OF GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED |
| | OR REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND |
| | ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B |
| | 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE |
| | INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER?S |
| | INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE |
| | PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED |
| | BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS. |
| | |
| | 9) GENSTEEL SERIES GENSTORM OUTSWING DOOR NOA: |
| | 17-0803.01 PLEASE PROVIDE THE TYPE OF LOCK OPTION THAT |
| | WILL BE USED WITH THIS DOOR. SEE SHEET 9 OF 11. |
| | |
| | 10) THE SUBMITTAL NOA: 17-1218.02 MIAMI TECH ALUMINUM |
| | A/C STAND. THE ROOF TOP A/C STAND PRODUCT APPROVAL A |
| | MIAMI-DADE NOA # 17-1218.02 WAS SUBMITTED, REVIEWED BY |
| | THE DESIGNER OF RECORD. PLEASE IDENTIFY THE FOLLOWING |
| | REQUIREMENTS CALCULATING THE AREA (SIDE VIEW) OF THE |
| | ROOF TOP COMPRESSORS, CONFIGURATION ON STAND, THE MEAN |
| | ROOF HEIGHT OF THE STAND AND COMPRESSORS, WEIGHT, |
| | CIRCLED THE DESIGN PARAMETERS IN THE TABLES, ANCHORS |
| | AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE STAND AND |
| | THE STAND TO THE ROOF. THE PRODUCT APPROVAL IS TO BE |
| | REVIEWED BY THE DESIGNER OF RECORD, APPROVED BEFORE |
| | SUBMISSION TO THE BUILDING DEPARTMENT. |
| | |
| | 11) THE PERMIT APPLICATION INDICATES THAT THE SQUARE |
| | FOOTAGE OF THE AUTO DEALERSHIP BEING 15,805 SQ. FT. |
| | THAT WOULD APPEAR TO BE THE 1ST FLOOR ONLY. THE TOTAL |
| | SQ. FOOTAGE I CALCULATED WAS 18,534.00 SQ. FT. |
| | DISCREPANCY IN SQ. FT. |
| | |
| | 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. |
| | |
| | THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE |
| | MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS. |
| | WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING |
| | PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE |
| | QUALIFIER AND OWNER AND BRINGS IN THE LISTED |
| | SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE |
| | QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND |
| | LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE |
| | FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN |
| | LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR |
| | EACH PERMIT. |
| | |
| | ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK |
| | STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE |
| | AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS & |
| | FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL |
| | TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED |
| | SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE, |
| | LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR |
| | FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE |
| | REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT. |
| | PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE |
| | ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE |
| | STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE |
| | REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE |
| | BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE |
| | BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR |
| | THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE |
| | PRIME OR MASTER PERMIT. |
| | |
| | 12) INFORMATION REQUIRED, SINCE THIS PROJECT IS A NEW |
| | AUTOMOBILE DEALERSHIP WILL THEY BE FILLING THE CARS |
| | WITH GASOLINE? I DIDN'T SEE TANKS ON ANY PLAN, ARE THEY |
| | TO BE ABOVE GROUND OR BENEATH THE GROUND? NOTE |
| | PETROLEUM TANKS ARE TO BE REVIEWED UNDER SEPARATE |
| | PERMIT, FEES AND REVIEWS. |
| | 107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 13) ART IN PUBLIC PLACES |
| | THE CITY OF WEST PALM BEACH ART IN PUBLIC PLACES |
| | ORDINANCE REQUIREMENT THAT APPLIES TO ANY REMODEL OR |
| | NEW CONSTRUCTION PROJECT FOR WHICH THE PERMIT |
| | APPLICATION WAS SUBMITTED AFTER 6/29/14, AND THE TOTAL |
| | PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN |
| | $750,000 WILL NEED TO COMPLY WITH THIS ORDINANCE. |
| | PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND |
| | CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V, |
| | ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION |
| | 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL |
| | PROJECT CONSTRUCTION COST. |
| | PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE |
| | V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND |
| | NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO |
| | THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE |
| | PROJECTS. |
| | SEC. 78-129. - PUBLIC ART ASSESSMENT FOR PRIVATE |
| | DEVELOPMENT. |
| | (A) APPLICABILITY. THE PROVISIONS OF THIS ARTICLE AND |
| | THE PUBLIC ART ASSESSMENT SECTION SHALL APPLY TO ALL |
| | PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW |
| | CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN |
| | EXISTING BUILDING, WHERE TOTAL CONSTRUCTION COSTS ARE |
| | EQUAL TO OR GREATER THAN $750,000.00. ALL BUILDINGS |
| | WITHIN NEW PLANNED DEVELOPMENTS SHALL BE ASSESSED |
| | CUMULATIVELY TOWARDS THIS ART IN PUBLIC PLACES |
| | REQUIREMENT, EVEN IF THE BUILDINGS ARE PERMITTED |
| | SEPARATELY OR DEVELOPED IN PHASES. THE PROVISIONS OF |
| | THIS SECTION APPLY TO NEW DEVELOPMENT OR NEW |
| | CONSTRUCTION WITHIN EXISTING PLANNED DEVELOPMENTS. |
| | FOR CONTACT INFORMATION PLEASE CONTACT: |
| | MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR |
| | 822-1515 E-MAIL: [email protected] |
| | |
| | 14) IMPACT FEES - DIGITAL SUBMITTALS: |
| | PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE |
| | DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS |
| | OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST |
| | FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE |
| | OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL |
| | IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME |
| | THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM |
| | CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS |
| | TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON |
| | APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO |
| | YOUR PROJECT OR EMAIL IT TO [email protected] . |
| | PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300 |
| | N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL. |
| | |
| | 15) 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. |
| | JAMES A. WITMER BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
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