| Date |
Text |
| 2015-03-26 13:28:42 | |
| | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15020937 |
| | ADD: 1901 S. FLAGLER DR. |
| | CONT: IBIS BUILDING CORP. |
| | TEL: (561)318-8408 |
| | E-MAIL: [email protected] |
| | |
| | 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. |
| | |
| | IMPORTANT NOTICE: EFFECTIVE MARCH 30, 2015 |
| | ALL PERMIT APPLICATION PLAN REVIEWS WILL BE PERFORMED |
| | ELECTRONICALLY |
| | UPON APPLICATION AND FEE PAYMENT DESIGN DOCUMENTS |
| | SUBMISSION OPTIONS ARE AS FOLLOWS: |
| | 1 UPLOAD VIA THE PROJECT DOX PORTAL WITH DIGITAL |
| | SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE |
| | THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT |
| | 2 INCLUDE ON A CD IF DESIGN PROFESSIONAL DIGITAL |
| | SIGNATURES ARE PROVIDED AS REQUIRED; USE THE REQUIRED |
| | NAMING CONVENTION FOR EACH DOCUMENT |
| | 3 INCLUDE ON A CD WITH ONE SET OF TRADITIONAL PAPER |
| | DESIGN DOCUMENTS SIGNED AND SEALED AS REQUIRED; USE THE |
| | REQUIRED NAMING CONVENTION FOR EACH DOCUMENT |
| | 4 ONE SET OF TRADITIONAL PAPER DESIGN DOCUMENTS SUBJECT |
| | TO ADMINISTRATIVE FEES TO DIGITIZE THE DOCUMENTS |
| | ADDITIONAL INFORMATION WILL BE PROVIDED WHEN IT BECOMES |
| | AVAILABLE |
| | |
| | 1ST REVIEW |
| | DATE: TUES. MARCH 24/ 2015 |
| | ACTION: DENIED |
| | |
| | 1)THIS PROJECT WILL REQUIRE A RESIDENT INSPECTOR. |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER |
| | INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE, |
| | OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED |
| | BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS |
| | OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER |
| | INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR |
| | QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED |
| | FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT |
| | BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING |
| | AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE. |
| | THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY |
| | AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES: |
| | |
| | 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II |
| | CONSTRUCTION |
| | 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS |
| | 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE |
| | STRENGTH (F ?C) IN EXCESS OF 3000 |
| | POUNDS PER SQUARE INCH |
| | 4. FOR PILE DRIVING |
| | 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE |
| | FOOT |
| | 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT |
| | 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR |
| | METHODS OF CONSTRUCTION |
| | |
| | 1A) FOR THE RESIDENT 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] |
| | |
| | 1B) 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] |
| | |
| | 1C) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE |
| | REQUIRED INCLUDING SOILS REPORTS, ENERGY CALCS AND |
| | PRODUCT APPROVALS. FOR DIGITAL PLANS, AFTER PERMIT |
| | ISSUANCE, THE PERMIT LIBRARIAN WILL E-MAIL YOU, THE |
| | APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR |
| | PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN |
| | COLOR, (1) FOR THE RESIDENT INSPECTOR, THE OTHER FOR |
| | THE MEP INSPECTORS. |
| | |
| | 1D) 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. |
| | |
| | 2) NOTICE: 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 7/1/14, AND THE TOTAL |
| | PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN |
| | $500,000. 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. |
| | |
| | 3) FLOOD ZONE CERTIFICATES |
| | FBC BUILDING SECTION 1612 AND CITY OF WPB CODE OF |
| | ORDINANCES SECTION 94-546. STRUCTURE IS LOCATED IN AN |
| | "A5" FLOOD ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE |
| | REQUIRED. PLEASE REVIEW CITY ORDINANCE FOR THE CITY |
| | REQUIREMENTS REQUIRE AN ADDITIONAL 6 INCHES OF |
| | ELEVATION MINIMUM. |
| | |
| | DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE |
| | REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES |
| | REQUIRED: |
| | (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE |
| | PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH |
| | FLOOR HEIGHT. |
| | (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND |
| | ELEVATION CERTIFICATE IS REQUIRED |
| | (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY |
| | OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE |
| | CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR |
| | ATTENDANTS A/C PADS OR OTHER SLABS FOR |
| | GENERATORS. |
| | FEMA FORM OMB NO. 1660-0008 EXPIRES: JULY 31/2015. |
| | FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR |
| | USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015. |
| | FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE |
| | NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT: |
| | HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM |
| | |
| | 4) MISSING SOILS REPORT, WILL REQUIRE 3 ORIGINALS FOR |
| | PAPER PLANS. 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.5) THE PERMIT |
| | APPLIED VALUE IS STATED AS $4,055,000 THE CALCULATED |
| | VALUE IS $4,131,694.00 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. |
| | |
| | |
| | 5) THE PERMIT APPLIED VALUE IS STATED AS $4,055,000 THE |
| | CALCULATED VALUE IS $4,131,694.00 IN VALUE. |
| | THE PERMIT APPLIED VALUE IS STATED AS $4,055,000 THE |
| | CALCULATED VALUE IS $4,131,694.00 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. |
| | |
| | 6) SHEETS LS1.1 & LS1.2 BOTH SHOW STUDENT ROOMS WITH A |
| | OCCUPANT LOAD OF 35 SQUARE FEET PER OCCUPANT, THIS MAY |
| | BE A STATE STANDARD, BUT THE 2010 FBC-B TABLE |
| | 1004.1.1FOR EDUCATIONAL CLASSROOMS USES 20 SQUARE FEET |
| | PER OCCUPANT. NOTE A MATRIX MAY BE REQUIRED SHOWING THE |
| | REQUIRED CLASSROOM LOADS FOR EACH CODE. THE OCCUPANT |
| | LOAD WILL INCREASE WITH THIS NEW LOADING, DOORWAYS, & |
| | STAIRS WILL NOT BE ABLE TO CALCULATE REQUIRED EGRESS |
| | WIDTHS. |
| | |
| | 7) SHEET LS1.1 & LS 1.2 THE TOTAL OCCUPANT LOAD OF 352 |
| | IS PROVIDED, THIS BUILDING NEEDS TO BE CLASSIFIED AS A |
| | RISK CATEGORY III BUILDING. SHEET S-5.1 SHOWS THE RISK |
| | CATEGORY AS A CATEGORY III BUT THE WIND DESIGN |
| | PARAMETER IS 170 VULT PLEASE REVIEW FIGURE 1609B IN THE |
| | 2010 FBC-B THIS SHOULD BE A 180 VULT WIND ZONE, 2010 |
| | FBC-B TABLE 1604.5 ELEMENTARY SCHOOLS WITH OCCUPANT |
| | LOADS GREATER THAN 250. |
| | |
| | 8) SHEET LS 1.1 ROOMS 1-104 & 1-190 ARE MISSING THE |
| | EXIT SIGNS TO BE LOCATED AT THE EXIT DOORWAY OF THE |
| | ROOM, FBC-B 1006.3.8. |
| | |
| | 9) SHEET LS 1.1 ROOM 1-104 THE WINDOWS NEXT TO THE |
| | SOUTHERN STAIRWELL ARE WITHIN 10 FEET OF THE STAIRWELL |
| | AND WILL NEED TO COMPLY WITH FBC-B 1022.6 AND THE 2007 |
| | FBC-B CODE COMMENTARY FIGURE 1020.1.4(1). |
| | 10) SHEET LS 1.1 THE NORTH STAIRWELL DOOR 1-004-2 SWING |
| | OUT PASSED ONE HALF OF THE REQUIRED EXIT (22 INCHES) IN |
| | THE TRAVEL TO REACH 180 DEGREES. 2010 FBC-B 1008.1.9.11 |
| | DURING ITS SWING, ANY DOOR IN A MEANS OF EGRESS SHALL |
| | LEAVE UNOBSTRUCTED AT LEAST ONE HALF OF THE REQUIRED |
| | WIDTH OF AN AISLE, CORRIDOR, PASSAGEWAY, OR LANDING, |
| | NOR PROJECT MORE THAN 7 INCHES (178 MM) INTO THE |
| | REQUIRED WIDTH OF AN AISLE, CORRIDOR, PASSAGEWAY OR |
| | LANDING, WHEN FULLY OPEN. |
| | |
| | 11) SHEET LS 1.1 ROOMS 1-111A STORAGE, 111-2 STORAGE, |
| | 1-180 CUSTODIAL & 1-190 MECH/ ELEC. ROOM WILL NEED TO |
| | COMPLY WITH 508.2.5.2 THIS SAME CONDITION WILL OCCUR ON |
| | THE SAME TYPE ROOMS OF THE 2ND FLOOR. |
| | |
| | FBC-B 508.2.5.2 NONFIRE-RESISTANCE-RATED SEPARATION AND |
| | PROTECTION. WHERE TABLE 508.2.5 PERMITS AN AUTOMATIC |
| | FIRE-EXTINGUISHING SYSTEM WITHOUT A FIRE BARRIER, THE |
| | INCIDENTAL ACCESSORY OCCUPANCIES SHALL BE SEPARATED |
| | FROM THE REMAINDER OF THE BUILDING BY CONSTRUCTION |
| | CAPABLE OF RESISTING THE PASSAGE OF SMOKE. THE WALLS |
| | SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR |
| | ASSEMBLY BELOW TO THE UNDERSIDE OF THE CEILING THAT IS |
| | A COMPONENT OF A FIRE-RESISTANCE-RATED FLOOR ASSEMBLY |
| | OR ROOF ASSEMBLY ABOVE OR TO THE UNDERSIDE OF THE FLOOR |
| | OR ROOF SHEATHING, DECK OR SLAB ABOVE. DOORS SHALL BE |
| | SELF- OR AUTOMATIC-CLOSING UPON DETECTION OF SMOKE IN |
| | ACCORDANCE WITH SECTION 715.4.8.3. DOORS SHALL NOT HAVE |
| | AIR TRANSFER OPENINGS AND SHALL NOT BE UNDERCUT IN |
| | EXCESS OF THE CLEARANCE PERMITTED IN ACCORDANCE WITH |
| | NFPA 80. WALLS SURROUNDING THE INCIDENTAL ACCESSORY |
| | OCCUPANCY SHALL NOT HAVE AIR TRANSFER OPENINGS UNLESS |
| | PROVIDED WITH SMOKE DAMPERS IN ACCORDANCE WITH SECTION |
| | 711.7. |
| | |
| | 12) SHEET LS 1.0 NOR LS 1.1 SHOW AN ASSUMED PROPERTY |
| | LINE BETWEEN THE NEW BUILDING AND THE EXISTING BUILDING |
| | TO THE WEST AND SOUTH OR IS THE DESIGNER OF RECORD |
| | GOING TO DECLARE COMPLIANCE WITH: |
| | 503.1.2 BUILDINGS ON SAME LOT. |
| | TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR |
| | EXTERIOR WALLS BASED ON FIRE SEPARATION |
| | DISTANCE |
| | TABLE 705.8 |
| | MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE |
| | SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION |
| | |
| | 12) THE OTHER ISSUE IS THE PEDESTRIAN WALKWAYS BETWEEN |
| | BUILDINGS PLEASE SHOW COMPLIANCE WITH FBC-B 3104.5 FIRE |
| | BARRIERS BETWEEN PEDESTRIAN WALKWAYS AND BUILDINGS OR |
| | ONE OF THE EXCEPTIONS IT APPEARS THIS WALKWAY IS NOT |
| | FIRE SPRINKLERED SEE SHEETS FS2.1 & FS2.2. |
| | |
| | 13) SHEET LS 1.2 SHOWS AN 2 STORY ATRIUM ON THE SECOND |
| | FLOOR BUT THERE IS NO ENCLOSURE AROUND THE ATRIUM NOR |
| | COMPLIANCE WITH FBC-B 404.6 ENCLOSURES OF ATRIUMS OR |
| | EXCEPTIONS. |
| | |
| | 14) THE PLANS LS1.1 NOR LS 1.2 FAIL TO SHOW COMPLIANCE |
| | WITH VERTICAL ACCESSIBILITY. 201.1.1 VERTICAL |
| | ACCESSIBILITY. SECTIONS 553.501-553.513, F.S., AND THE |
| | ADA STANDARDS FOR ACCESSIBLE DESIGN DO NOT RELIEVE THE |
| | OWNER OF ANY BUILDING, STRUCTURE OR FACILITY GOVERNED |
| | BY THOSE SECTIONS FROM THE DUTY TO PROVIDE VERTICAL |
| | ACCESSIBILITY TO ALL LEVELS ABOVE AND BELOW THE |
| | OCCUPIABLE GRADE LEVEL REGARDLESS OF WHETHER THE |
| | STANDARDS REQUIRE AN ELEVATOR TO BE INSTALLED IN SUCH |
| | BUILDING, STRUCTURE OR FACILITY. |
| | |
| | 15) SHEET A6.2 DOOR DETAIL SHEET NOR THE T1 SHEET THE |
| | INDEX SHEET SHOW A DOOR SCHEDULE NOR DOOR HARDWARE |
| | SCHEDULE FOR THE 1ST & 2ND FLOOR DOORS. 107.3.5.1 |
| | MINIMUM PLAN REVIEW CRITERIA FOR COMMERCIAL |
| | BUILDINGS(7) DOORS AND HARDWARE. 2010 FBC-B TABLE 715.4 |
| | & 1008.1.10 PANIC AND FIRE EXIT HARDWARE. |
| | |
| | 16) THE LS1.1 LIST CHILDREN AS YOUNG AS 3 & 4 YEAR OLD |
| | IN SCHOOL. DOES THIS SCHOOL ALSO HAVE AFTER SCHOOL |
| | DAYCARE ? THIS WOULD THEN ALSO REQUIRE DOORS TO HAVE TO |
| | MEET THE REQUIREMENTS OF 436.2, 436.3 & 436.4. |
| | 17) OTHER ISSUES THAT DAYCARE WOULD HAVE TO INCORPORATE |
| | INTO THE PLANS ARE FBC-B 436.6.1 |
| | THE FOLLOWING ROOMS OR SPACES SHALL BE SEPARATED FROM |
| | THE REMAINDER OF THE BUILDING BY FIRE BARRIERS HAVING A |
| | FIRE RESISTANCE RATING OF NOT LESS THAN 1-HOUR OR SHALL |
| | BE PROTECTED BY AN APPROVED AUTOMATIC EXTINGUISHING |
| | SYSTEM. |
| | 2. ROOMS OR SPACES USED FOR THE STORAGE OF COMBUSTIBLE |
| | SUPPLIES IN QUANTITIES DEEMED HAZARDOUS BY THE BUILDING |
| | OFFICIAL. |
| | 3. ROOMS OR SPACES USED FOR THE STORAGE OF HAZARDOUS |
| | MATERIALS OR FLAMMABLE OR COMBUSTIBLE LIQUIDS IN |
| | QUANTITIES DEEMED HAZARDOUS BY RECOGNIZED STANDARDS. |
| | 4. JANITOR CLOSETS. |
| | EXCEPTION: DOORS TO JANITOR CLOSETS SHALL BE PERMITTED |
| | TO HAVE VENTILATING LOUVERS WHERE THE SPACE IS |
| | PROTECTED BY AUTOMATIC SPRINKLERS. |
| | NOTE AS IN 508.2.5.2 WITH A SPRINKLERED BUILDING THEY |
| | WOULD STILL NEED TO MEET THE REQUIREMENTS FOR RESISTING |
| | THE PASSAGE OF SMOKE. |
| | |
| | 18) RESTROOM DETAIL SHEET A8.3 WILL NEED TO INDICATE |
| | CODE COMPLIANCE WITH FBC-B 1210.2 1210.2 WALLS AND |
| | PARTITIONS. WALLS AND PARTITIONS WITHIN 2 FEET (610 MM) |
| | OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, |
| | NONABSORBENT SURFACE, TO A HEIGHT OF 4 FEET (1219 MM) |
| | ABOVE THE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, |
| | THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE |
| | THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. |
| | 2509.2 BASE FOR TILE. WATER-RESISTANT GYPSUM BACKING |
| | BOARD SHALL BE USED AS A BASE FOR TILE IN WATER CLOSET |
| | COMPARTMENT WALLS WHEN INSTALLED IN ACCORDANCE WITH |
| | GA-216 OR ASTM C 840 AND MANUFACTURER RECOMMENDATIONS. |
| | REGULAR GYPSUM WALLBOARD IS PERMITTED UNDER TILE OR |
| | WALL PANELS IN OTHER WALL AND CEILING AREAS WHEN |
| | INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C 840. |
| | |
| | 19) SHEET A10.2 THE OUTER HANDRAIL NOR SHEET A10.4 |
| | DEPICT HOW THIS HANDRAIL IS TO BE MOUNTED, THE PLANS |
| | INDICATE A DETAIL 01/A10.5 SHOW COMPLIANCE WITH FBC-B |
| | 1607.7.1. |
| | |
| | 20) SHEET A10.4 PLEASE CHECK THE STAIR RISERS FROM THE |
| | MID LANDING TO THE UPPER LANDING FOR THE RISER HEIGHT, |
| | IT APPEARS TO BE GREATER THAN 7 INCHES IN HEIGHT. FBC-B |
| | 1009.4.2. |
| | |
| | 21) SHEETS WALL SECTIONS A5.1-5.8, THE NOTES FOR TYPE |
| | OF CEILING REFER TO CEILING SCHEDULE, THE PLANS ARE |
| | MISSING THE CEILING PLANS, THEY ARE ALSO MISSING IN THE |
| | T1 SHEET THE INDEX SHEET. 107.2.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 22) SHEET A9.1 AND A9.2 SHOWS DROPPED CEILINGS WITH |
| | WHAT APPEARS TO BE CEILING TILE COMPLIANCE WITH FBC-B |
| | 2603.5.2 THERMAL BARRIERS CANNOT BE DETERMINED. |
| | |
| | 23) SHEET S-5.1 THE WIND DESIGN CRITERIA SHOW THE |
| | BUILDING BEING DESIGNED TO 170 VULT, EXPOSURE D AND A |
| | BUILDING RISK CATEGORY III. |
| | 23A) BUILDINGS CLASSIFIED AS A RISK CATEGORY III |
| | (ELEMENTARY SCHOOLS W/ AN OCCUPANT LOAD. 250 TABLE |
| | 1604.5) ARE TO BE DESIGNED TO A 180 VULT WIND ZONE SEE |
| | 2010 FBC-B FIGURE 1609B. |
| | |
| | 23B) SHEET S5.2 THE VULT AND VASD CHARTS ARE EXTREMELY |
| | LOW FOR 180 VULT, EXPOSURE D AND A MEAN ROOF HEIGHT OF |
| | 28 FT. 4 INCHES FOR EXAMPLE THE ZONE 3 @ 10 SQ. FT |
| | SHOULD BE AROUND 241.4 VULT. |
| | |
| | 23C) SHEET S6.1 ELEVATIONS WITH ASSOCIATED PRESSURES |
| | WILL NEED TO BE WORKED TO REFLECT THE 180 VULT, |
| | EXPOSURE D AND MEAN ROOF HEIGHT OF 28.33 FT. PLEASE |
| | SHOW PRESSURES IN VASD SINCE THE PRODUCT APPROVALS ARE |
| | LISTED IN VASD. FBC-B 1609.1.5 TESTING TO ALLOWABLE OR |
| | NOMINAL LOADS. |
| | 23D) SHEET S5.2 THE PRESSURE CHART FOR THE ROOFING |
| | ZONES TAKES CREDIT FOR A 3?-0? PARAPET IN ROOF ZONE 3 |
| | WITH THE SAME PRESSURES AS ROOF ZONE # 2. SHEET S3.1 |
| | LIST THE ROOF DECK HEIGHT AT 128 FT. 4 INCHES PLUS ROOF |
| | TOP INSULATION, WHILE THE PARAPET HEIGHT IS GIVEN AT |
| | 130FT. THE DIFFERENCE BETWEEN THE FINISH ROOF HEIGHT |
| | AND PARAPET IS LESS THAN 2?-0?. |
| | |
| | 23E) SHEET S-3.1 DOES NOT INDICATE WHAT TYPE OF |
| | MATERIAL IS GOING ON TOP OF THIS DECK? IF LIGHTWEIGHT |
| | CONCRETE, AND OR INSULATION? SHEET A4.1 INDICATES THE |
| | ROOF DECK TO BE R-30 TAPERED INSULATION OVER METAL |
| | DECK? THE ENERGY CALCULATIONS INDICATE FOR HORIZONTAL |
| | ROOF 5 IN. HEAVY WEIGHT CONCRETE AND 5 INCH GENERIC AS |
| | WELL AS R-19 GENERIC INSULATION. 107.2.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 24) SHEET A2.2 DETAIL 07 ROOF TOP ACCESS HATCH WILL |
| | NEED TO PROVIDE COMPLIANCE WITH FBC-B 1013.6. |
| | |
| | 25) SHEET A2.1 INDICATES THE USE OF ROOF DRAINS AND |
| | SECONDARY ROOF DRAINS. THE PLANS DO NOT PROVIDE |
| | CALCULATIONS FOR RAINFALL/ HR NOR SIZE OF DRAINS OR |
| | STORM WATER. |
| | |
| | 25A) FBC-B P] 1503.4 ROOF DRAINAGE. UNLESS ROOFS ARE |
| | SLOPED TO DRAIN OVER ROOF EDGES, DESIGN AND |
| | INSTALLATION OF ROOF DRAINAGE SYSTEMS SHALL COMPLY WITH |
| | SECTION 1503 AND THE FLORIDA BUILDING CODE, PLUMBING, |
| | CHAPTER 11. |
| | |
| | 25B) FBC-B 1503.4.1 SECONDARY DRAINAGE REQUIRED. |
| | SECONDARY (EMERGENCY) ROOF DRAINS OR SCUPPERS SHALL BE |
| | PROVIDED WHERE THE ROOF PERIMETER CONSTRUCTION EXTENDS |
| | ABOVE THE ROOF IN SUCH A MANNER THAT WATER WILL BE |
| | ENTRAPPED IF THE PRIMARY DRAINS ALLOW BUILDUP FOR ANY |
| | REASON. THIS IS A COMPLETE SECONDARY SYSTEM. |
| | |
| | 26) SHEET A5.9 CANOPY, THIS DETAIL IS CONCEPTUAL, THERE |
| | IS NO DESIGN CRITERIA FOR HIS ELEMENT. IS THIS CANOPY |
| | TO BE PERMIT UNDER THIS PERMIT? FBC-B 3102.3 TYPE OF |
| | CONSTRUCTION. NONCOMBUSTIBLE MEMBRANE STRUCTURES SHALL |
| | BE CLASSIFIED AS TYPE IIB CONSTRUCTION. NONCOMBUSTIBLE |
| | FRAME OR CABLE-SUPPORTED STRUCTURES COVERED BY AN |
| | APPROVED MEMBRANE IN ACCORDANCE WITH SECTION 3102.3.1 |
| | SHALL BE CLASSIFIED AS TYPE IIB CONSTRUCTION. HEAVY |
| | TIMBER FRAME-SUPPORTED STRUCTURES COVERED BY AN |
| | APPROVED MEMBRANE IN ACCORDANCE WITH SECTION 3102.3.1 |
| | SHALL BE CLASSIFIED AS TYPE IV CONSTRUCTION. OTHER |
| | MEMBRANE STRUCTURES SHALL BE CLASSIFIED AS TYPE V |
| | CONSTRUCTION. |
| | |
| | FBC-B3102.3.1 MEMBRANE AND INTERIOR LINER MATERIAL. |
| | MEMBRANES AND INTERIOR LINERS SHALL BE EITHER |
| | NONCOMBUSTIBLE AS SET FORTH IN SECTION 703.4 OR MEET |
| | THE FIRE PROPAGATION PERFORMANCE CRITERIA OF NFPA 701 |
| | AND THE MANUFACTURER?S TEST PROTOCOL. |
| | |
| | 27) THIS SUBMISSION NO PRODUCT APPROVALS WERE |
| | SUBMITTED. 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.41 COMPONENTS & CLADDING. |
| | FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. |
| | 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION |
| | SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: |
| | (31)(A) EXTERIOR DOORS. |
| | (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | (E) SHUTTERS |
| | (F) SKYLIGHTS |
| | 28) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE |
| | PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03 |
| | SHALL BE REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC.. |
| | |
| | 29) IMPACT FEES |
| | 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. |
| | |
| | 30) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & 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. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | DEVELOPMENT SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
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