| Date |
Text |
| 2019-08-12 11:49:53 | 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 |
| | 2ND REVIEW |
| | DATE: MONDAY, AUGUST 12TH/2019 |
| | ACTION: DENIED |
| | |
| | NOTICE: *************** 4X FEE / NOTICE!!!!! FLORIDA |
| | STATUTE 553.80(2)(B) ****************** |
| | WITH RESPECT TO EVALUATION OF DESIGN PROFESSIONALS? |
| | DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN |
| | ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING |
| | CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS |
| | REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO |
| | CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY |
| | NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO, |
| | EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY, |
| | ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL, |
| | MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER |
| | REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING |
| | COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL |
| | GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH |
| | REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION, |
| | A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE |
| | PERMIT FEE ATTRIBUTED TO PLANS REVIEW. |
| | |
| | 1) SHEET 002-G-101 THE LIFE SAFETY PLAN: |
| | 1A).2ND REQUEST. 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) 2N REQUEST. 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) 2ND REQUEST. 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) 2ND REQUEST. 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) COMPLIED. 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)SEMI-COMPLIED. KEY NOTES ON SHEET 041-A-101 INDICATE |
| | THE DESIGNER OF RECORD REQUIRING A 2 HOUR WALL BETWEEN |
| | THE B & S1 OCCUPANCY AND DECLARING THE BLOCK TO COMPLY |
| | WITH (U905). THIS DESIGN REQUIRES A D-2 A 8 INCH BLOCK, |
| | AND 2 HOUR FIRE RATED CONCRETE BLOCK. PLEASE NOTE WE |
| | WILL REQUIRE DOCUMENTATION FROM THE BLOCK MANUFACTURER |
| | THAT THEIR 2 HOUR RATING OF BLOCK COMPLIES WITH TABLE |
| | 722.3.2. (2017 FBC-B) MINIMUM EQUIVALENT THICKNESS OF |
| | BEARING OR NONBEARING CONCRETE MASONRY WALLS. PROVIDE |
| | THE TYPE OF AGGREGATE AND EQUIVALENT THICKNESS FOR THE |
| | 2 HOUR FIRE RATING. THE SAME FOR 12 INCH WIDE BLOCK, |
| | PROVIDE A LETTER FROM THE BLOCK MANUFACTURER. |
| | THE OTHER ISSUE WITH NOTES 10 AND 11 GO BACK TO THE |
| | WORD OR, 8 INCH OR 12 INCH BLOCK. THE REQUIREMENT HAS |
| | TO BE SPECIFIC. 2017 WEST PALM BEACH AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1 ADMINISTRATIVE CODE |
| | SECTION 107.2.1.3. DRAWINGS & 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 TO THE TECHNICAL CODES |
| | "SHALL NOT BE CITED AS A WHOLE OR IN PART, NOR THE TERM |
| | "LEGAL" OR ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR |
| | SPECIFIC INFORMATION". CONSTRUCTION DOCUMENTS SHALL BE |
| | SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| | EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT |
| | WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| | RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| | DETERMINED BY THE BUILDING OFFICIAL. |
| | 1ST ROUND COMMENT. 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) 2ND REQUEST. SHEET A-501 WALL TYPES A3-A6 ALL SHOW |
| | BLOCK WALLS WITH EITHER 8 INCH OR 12 INCH CMU. EACH |
| | DETAIL SHOULD BE SPECIFIC TO BLOCK TYPE AND WALL TYPE. |
| | AGAIN THESE DETAILS DO NOT MATCH THE WALL |
| | IDENTIFICATION TAGS LOCATED IN SHEETS 041-A-101 AND |
| | 042-A-102. 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) INFORMATIONAL ONLY. 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) 2ND REQUEST, SEMI-COMPLIED. YOU HAVE NOT COMPLIED |
| | WITH THE REQUIREMENTS OF COMMENT 1-C. THIS IS NEW |
| | CONSTRUCTION, 2 STORY NOT SPRINKLERED REQUIRING AN AREA |
| | OF REFUGE. |
| | 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. |
| | |
| | |
| | 1ST ROUND OF COMMENTS. 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) 2ND REQUEST. VERSION # 2 STILL DOES NOT SHOW |
| | COMPLIANCE WITH 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. ALSO |
| | THERE IS A DETAIL FOR RISE AND RUN BUT NO DIMENSION FOR |
| | COMPLIANCE WITH 1015.4 FBC-B EXCEPTION 2. THE |
| | TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR, |
| | FORMED BY THE RISER, TREAD AND BOTTOM RAIL SHALL NOT |
| | ALLOW PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. |
| | 1 ST ROUND OF COMMENTS. 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) 2ND REQUEST. THERE MUST BE A PERMANENT MEANS OF |
| | EGRESS TO REACH THE ROOF TOP HATCH. |
| | 1ST ROUND OF COMMENTS. 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) 2ND REQUEST. 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)2ND REQUEST. 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) 2ND REQUEST. 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 UNIVERSAL ENGINEERING SCIENCES. |
| | REPORT # 16357, DATED APRIL 22, 2019. SUBMIT REPORT. |
| | 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. |
| | IF THE SOILS REPORT DOES NOT HAVE AN ELECTRONIC |
| | SIGNATURE, THEN SUBMIT ONE PAPER ORIGINAL WITH |
| | SIGNATURE AND SEAL. 61G15-23.002 ENGINEER SEAL |
| | SIGNATURE. |
| | 1ST ROUND OF COMMENTS. 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) COMPLIED. PRESSURES ARE IN VASD AND PRESSURE ZONES |
| | 1-5 ARE GOOD. |
| | |
| | 5) PROVISO: 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) 2ND REQUEST. 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 DOES NOT ALLOW ENHANCED FASTENING) 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) 2ND REQUEST. THE SUBMITTAL NOA: 16-0219.01 TC-5 |
| | SERIES 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) 2ND REQUEST. 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) 2ND REQUEST. 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) 2ND REQUEST. 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) 2ND REQUEST. 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) INFORMATIONAL: 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) 2ND REQUEST. 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] |
| | |
