| Date |
Text |
| 2020-01-22 10:49:47 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19120804 |
| | ADD: 2719 PINEWOOD AVE. BUILDING C |
| | CONT: WALKER DESIGN & CONSTRUCTION |
| | TEL: 561-998-0001 |
| | 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: TUES. JAN. 21/2020 |
| | ACTION: DENIED |
| | |
| | 1) THE PERMIT APPLICATION?S ADDRESS IS NOT THE SAME AS |
| | THE SUBMITTED PLANS. THE TITLEBLOCK INDICATES THE |
| | ADDRESS AS 2723 PINEWOOD AVE. BUILDING C (A 2 STORY |
| | STRUCTURE). THE PERMIT APPLICATION HAS 2715 AND 2719 |
| | PINEWOOD. 2715 PINEWOOD IS BUILDING A. BUILDING B HAS |
| | THE ADDRESSES OF 2719 & 2723 (2 TENANTS) AND BUILDING C |
| | HAS THE ADDRESS OF 2723 PINEWOOD, VERIFIED BY GOOGLE |
| | STREET SCAPE. PLEASE CORRECT THE ADDRESSING. |
| | |
| | 2) THE VALUE OF THE PERMIT VALUE IS EXTREMELY, |
| | EMBRACING LOW FOR THE SCOPE OF WORK ($9,500.00) FOR THE |
| | REMODEL OF A 2 STORY STRUCTURE INCLUDING NEW STEEL |
| | STAIRWAY. BEFORE THE NEXT SUBMITTAL PLEASE UPDATE THE |
| | VALUE TO AN APPROPRIATE VALUE FOR THE SCOPE OF WORK. |
| | OTHERWISE WE WILL DO A CALCULATED VALUE USING THE |
| | CURRENT ICC COST TABLES. |
| | |
| | 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATIVE CODE SECTION 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. |
| | |
| | 3) NOTE OF INTEREST. SHEET A-2.0. ADDITIONAL |
| | INFORMATION IS REQUIRED. THERE IS A DISCREPANCY OF |
| | SQUARE FOOTAGE FOR BUILDING # 2 WITH THE PALM BEACH |
| | COUNTY PROPERTY APPRAISERS OFFICE, AND WITH THE CITY |
| | RECORDS (GREEN CARDS) AND THE WORK SHOWN IN THESE |
| | DRAWINGS. IT WOULD APPEAR THAT YOU ARE PAYING FOR AN |
| | ADDITIONAL 1,600 SQ. FT. ON TAXES THAT IS NOT THERE. |
| | PALM BEACH COUNTY HAS THE TOTAL SQUARE FOOTAGE AT 4,000 |
| | SQ. FT. THE CITY RECORDS (GREEN CARDS) MATCH THE |
| | EXISTING FOOTPRINT OF THE EXISTING BUILDING. THE 1ST |
| | FLOOR 1,500 SQ. FT. THE 2ND FLOOR OLD APARTMENT 900 SQ. |
| | FT. FOR A TOTAL OF 2,400 SQ. FT. |
| | |
| | 4) THE TITLE SHEET ? A-1.0 INDICATES THE PRIMARY |
| | OCCUPANCY AS S2 ORDINARY HAZARD STORAGE. A S-2 STORAGE |
| | OCCUPANCY IS VERY SPECIFIC AS TO WHAT TYPE OF MATERIALS |
| | ARE CLASSIFIED AS S-2 STORAGE CONSIST OF |
| | NON-COMBUSTIBLE MATERIALS. PLEASE IDENTIFY THE TYPES OF |
| | MATERIALS THAT ARE TO BE STORED. SHOW COMPLIANCE WITH |
| | 311.3 OF THE 2017 FBC-B. THERE ARE ADDITIONAL |
| | REQUIREMENTS FOR S-1 STORAGE FOR CERTAIN MATERIALS AND |
| | THE AMOUNT OF SQUARE FOOTAGE INVOLVED. SEE 903.2.9 OF |
| | THE 2017 FBC-B. |
| | |
| | 5) THE TITLE SHEET ? A-1.0 LIST THE CLASSIFICATION OF |
| | WORK AS A LEVEL 3 ALTERATION. THE LAST KNOWN USE FOR |
| | THE 2ND STORY IS A APARTMENT, WHICH WOULD CONSTITUTE A |
| | CHANGE OF OCCUPANCY FOR THE UPSTAIRS AND COMPLIANCE |
| | WITH THE 2017 FBC-EXISTING BUILDING CODE SECTION |
| | 1001.2.2.1 PARTIAL CHANGE OF OCCUPANCY, PLEASE UPDATE |
| | THE PLANS. |
| | |
| | 6A) THE TITLE SHEET NOR A-1.1 CODES & SPECS PROVIDE THE |
| | LIVE LOADS THE 2ND FLOOR WAS DESIGNED FOR? THE STORAGE |
| | OCCUPANCY OF THE 2ND FLOOR DOES NOT STATE THE LIVE |
| | LOADS TO BE IMPOSED, PLEASE SHOW COMPLIANCE WITH 2017 |
| | FBC-B TABLE 1607.1(31). |
| | |
| | 6B) 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATIVE CODE SECTION |
| | 106.1 LIVE LOADS POSTED. WHERE THE LIVE LOADS FOR WHICH |
| | EACH FLOOR OR PORTION THEREOF OF A |
| | COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN |
| | DESIGNED TO EXCEED 50 PSF, SUCH DESIGN LIVE LOADS SHALL |
| | BE CONSPICUOUSLY POSTED BY THE OWNER IN THAT PART OF |
| | EACH STORY IN WHICH THEY APPLY, USING DURABLE SIGNS. IT |
| | SHALL BE UNLAWFUL TO REMOVE OR DEFACE SUCH NOTICES? |
| | |
| | 6C) 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1OF THE ADMINISTRATIVE CODE |
| | SECTION 106.2 ISSUANCE OF CERTIFICATE OF OCCUPANCY. A |
| | CERTIFICATE OF OCCUPANCY REQUIRED BY SECTION 111 |
| | SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD SIGNS, |
| | REQUIRED BY SECTION 106.1, HAVE BEEN INSTALLED. |
| | |
| | 6D) 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1 OF THE ADMINISTRATIVE CODE |
| | SECTION 106.3 RESTRICTIONS ON LOADING. IT SHALL BE |
| | UNLAWFUL TO PLACE, OR CAUSE OR PERMIT TO BE PLACED, ON |
| | ANY FLOOR OR ROOF OF A BUILDING, STRUCTURE OR PORTION |
| | THEREOF, A LOAD GREATER THAN IS PERMITTED BY THIS CODE. |
| | |
| | 6E) THE TITLE SHEET UNDER THE SCOPE OF WORK STATES ON |
| | THE EXTERIOR OF THE BUILDING (REAR/ WEST SIDE) A NEW |
| | METAL STAIRWAY AND STEEL COLUMNS ARE TO BE DESIGNED BY |
| | A DELEGATE ENGINEER. THE DESIGN PROFESSIONAL HAS NOT |
| | PROVIDED DESIGN PARAMETERS FOR THE STAIR (FBC-B TABLE |
| | 1607.1(30). THERE IS NO DESIGN PERIMETERS FOR THE |
| | HANDRAIL OR GUARDRAIL SYSTEMS, FBC-B 1607.8.1, 1609, |
| | WIND. |
| | |
| | 7) SHEET A1.1 CODES AND SPECS UNDER THE HEADING OF FIRE |
| | RESISTANCE RATING REQUIREMENT FOR EXTERIOR WALLS TABLE |
| | 602- BUILDING TYPE II-B. PLEASE CORRECT CONSTRUCTION |
| | TYPE, PLANS INDICATE CONSTRUCTION TYPE V-B. 107.2.1.2. |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 8A) THE TITLE SHEET DOES NOT INDICATE A LIFE SAFETY |
| | SHEET. IT APPEARS THE 2ND FLOOR OCCUPANCY ONLY HAVING |
| | ONE MEANS OF EGRESS IS OVER THE COMMON PATH OF TRAVEL |
| | FOR STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR |
| | OTHER OCCUPANCIES SEE THE 2017 FBC-B TABLE 1006.3.2(2). |
| | FOR STORAGE OCCUPANCIES THE COMMON PATH OF TRAVEL IS |
| | LIMITED TO 75 FEET. THE COMMON PATH OF TRAVEL IS |
| | MEASURED FROM THE FURTHEST POINT ON THE ROOF DECK |
| | THROUGH THE 2ND FLOOR AND DOWN THE STAIRS TO THE BOTTOM |
| | LANDING THAT IS WHERE YOU HAVE A CHOICE OF DIRECTION TO |
| | THE PUBLIC WAY. |
| | |
| | 8B) THE SECOND ISSUE WITH THE 2ND FLOOR, ON THE TITLE |
| | SHEET DETAIL # 7 INDICATES THE OCCUPANT LOADS, BUT |
| | THERE WAS NO OCCUPANT LOAD TAKEN FOR THE ROOF DECK, |
| | THERE IS A EXTERIOR DOOR THAT LEADS OUT ONTO THE ROOF |
| | DECK. PLEASE ASSIGN AN OCCUPANT LOAD TO THE ROOF DECK. |
| | |
| | 8C) EVEN WITH A BUSINESS OCCUPANCY 600 SF/ 100= 6 |
| | OCCUPANTS. WHICH WOULD REQUIRE VERTICAL ACCESSIBILITY. |
| | SEE THE 2017 FBC-ACCESS. CODE 201.1.1. |
| | |
| | 8D) WITH THE 2ND FLOOR HAVING AN OCCUPANT LOAD OVER 5 |
| | AND THE REQUIREMENT FOR VERTICAL ACCESSIBILITY PLEASE |
| | SHOW THE 2ND FLOOR BATHROOM AND SHOWER AS AN ACCESSIBLE |
| | BATHROOM. PLEASE SHOW COMPLIANCE WITH THE 2017 |
| | FBC-ACCESSIBILITY CODE SECTION 213.2. |
| | |
| | 8E)(1) SHEET A4.0 THE 1ST & 2ND FLOOR PLAN IS MISSING |
| | REQUIRED DRINKING FOUNTAINS. DRINKING FOUNTAIN. 2017 |
| | FBC-ACCESSIBILITY CODE SECTION 211.2 MINIMUM NUMBER. NO |
| | FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. |
| | ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.1 THROUGH |
| | 602.6 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH |
| | 602.7. |
| | EXCEPTION: WHERE A SINGLE DRINKING FOUNTAIN COMPLIES |
| | WITH 602.1 THROUGH 602.6 AND 602.7, IT SHALL BE |
| | PERMITTED TO BE SUBSTITUTED FOR TWO SEPARATE DRINKING |
| | FOUNTAINS. |
| | |
| | 8E)(2) 2017 FBC-ACCESSIBILITY CODE SECTION 602.1 |
| | DRINKING FOUNTAINS SHALL COMPLY WITH 307. PROTRUDING |
| | OBJECTS. |
| | |
| | 8F) SHEET A-4.0 THE 1ST FLOOR PLAN DOES NOT INDICATE |
| | WHERE THE ACCESSIBLE ENTRANCE IS LOCATED, PLEASE |
| | PROVIDE AN ACCESSIBLE ENTRANCE FOR THIS FLOOR. GOOGLE |
| | EARTH SHOWS A DROP AT THE FRONT ENTRY. . THERE WAS NO |
| | SITE PLAN SUBMITTED SHOWING THE EGRESS PATH TO THE |
| | PUBLIC WAY OR COMPLIANCE WITH THE 2017 FBC-B 1028.5 |
| | ACCESS TO A PUBLIC WAY. 2017 ACCESSIBILITY CODE CHANGES |
| | IN LEVEL 303.2. VERTICAL. CHANGES IN LEVEL ARE |
| | PERMITTED IN FLOOR OR GROUND SURFACES, THEY SHALL |
| | COMPLY WITH 303. |
| | 8G) THE REAR EXIT DOOR OF THE 1ST FLOOR 100C IS WITHIN |
| | 10 FEET OF THE EXTERIOR STAIRWAY. SHOW COMPLIANCE WITH |
| | THE 2017 FBC-B SECTION 1027.6 EXTERIOR EXIT STAIRWAY |
| | PROTECTION. EXTERIOR EXIT STAIRWAYS AND RAMPS SHALL BE |
| | SEPARATED FROM THE INTERIOR OF THE BUILDING AS REQUIRED |
| | IN SECTION 1023.2. 2017 FBC-B 1023.2 CONSTRUCTION. |
| | ENCLOSURES FOR INTERIOR EXIT STAIRWAYS AND RAMPS SHALL |
| | BE CONSTRUCTED AS FIRE BARRIERS IN ACCORDANCE WITH |
| | SECTION 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED IN |
| | ACCORDANCE WITH SECTION 711, OR BOTH. INTERIOR EXIT |
| | STAIRWAY AND RAMP ENCLOSURES SHALL HAVE A |
| | FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE |
| | CONNECTING FOUR STORIES OR MORE AND NOT LESS THAN 1 |
| | HOUR WHERE CONNECTING LESS THAN FOUR STORIES. THE DOOR |
| | ON THE 1ST FLOOR IS REQUIRED TO BE 1 HOUR FIRE RATED |
| | DOOR. SEE FIGURE 1027.6(1) OF THE 2015 IBC-B |
| | COMMENTARY. |
| | 9) NOTICE ONLY, NO ACTION REQUIRED. WALL AND ROOF |
| | PRESSURES ARE GOOD. |
| | 10) SHEET A-5.0 INDICATES WITH MARKS E6, & E14 THAT |
| | THESE WALLS ARE PRE-ENGINEERED. IS THIS MEANT THE |
| | STRUCTURAL STEEL WALL FRAMING MEMBERS WERE ASSEMBLED AT |
| | A FACTORY LIKE ROOF TRUSSES? THERE IS ALSO HC-16 AND |
| | HR-16 PANELS, IS THIS A PRE-MANUFACTURED WALL SYSTEM |
| | INCLUDING THE EXTERIOR WALL PANELS? IF SO WHO, OR WHAT |
| | AGENCY IS DOING THE INSPECTIONS AT THE MANUFACTURING |
| | SITE? 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 11) COMPONENTS & CLADDING. 2017 FBC-B 1609.1.2 |
| | PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, |
| | ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/ |
| | 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION |
| | SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: |
| | (31)(A) EXTERIOR DOORS ,MULLIONS |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, ACM PANELS |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | |
| | 11A) W. P. B. 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.. |
| | |
| | 11B) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING |
| | DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE |
| | DELEGATED ENGINEER SHALL FORWARD THE DELEGATED |
| | ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR |
| | REVIEW. |
| | |
| | 11C) 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF |
| | THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. |
| | |
| | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| | THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 12) THE PLANS ALSO INDICATE THE USE OF ACM PANELS |
| | PLEASE SHOW COMPLIANCE WITH 2017 FBC-B SECTIONS: |
| | 1407.4 STRUCTURAL DESIGN, |
| | |
| | 12A) MCM SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED TO |
| | RESIST WIND LOADS AS REQUIRED BY CHAPTER 16 FOR |
| | COMPONENTS AND CLADDING. |
| | |
| | |
| | |
| | 12B) 1407.5 APPROVAL. RESULTS OF APPROVED TESTS OR AN |
| | ENGINEERING ANALYSIS SHALL BE SUBMITTED TO THE BUILDING |
| | OFFICIAL TO VERIFY COMPLIANCE WITH THE REQUIREMENTS OF |
| | CHAPTER 16 FOR WIND LOADS. |
| | |
| | 12C) 1407.6 WEATHER RESISTANCE. MCM SYSTEMS SHALL |
| | COMPLY WITH SECTION 1403 AND SHALL BE DESIGNED AND |
| | CONSTRUCTED TO RESIST WIND AND RAIN IN ACCORDANCE WITH |
| | THIS SECTION AND THE MANUFACTURER?S INSTALLATION |
| | INSTRUCTIONS. |
| | |
| | 12D) 1407.7 DURABILITY. MCM SYSTEMS SHALL BE |
| | CONSTRUCTED OF APPROVED MATERIALS THAT MAINTAIN THE |
| | PERFORMANCE CHARACTERISTICS REQUIRED IN SECTION 1407 |
| | FOR THE DURATION OF USE. |
| | |
| | 12E) 1407.8 FIRE-RESISTANCE RATING. WHERE MCM SYSTEMS |
| | ARE USED ON EXTERIOR WALLS REQUIRED TO HAVE A |
| | FIRE-RESISTANCE RATING IN ACCORDANCE WITH SECTION 705, |
| | EVIDENCE SHALL BE SUBMITTED TO THE BUILDING OFFICIAL |
| | THAT THE REQUIRED FIRE-RESISTANCE RATING IS MAINTAINED. |
| | EXCEPTION: MCM SYSTEMS NOT CONTAINING FOAM PLASTIC |
| | INSULATION, WHICH ARE INSTALLED ON THE OUTER SURFACE OF |
| | A FIRE-RESISTANCE-RATED EXTERIOR WALL IN A MANNER SUCH |
| | THAT THE ATTACHMENTS DO NOT PENETRATE THROUGH THE |
| | ENTIRE EXTERIOR WALL ASSEMBLY, SHALL NOT BE REQUIRED TO |
| | COMPLY WITH THIS SECTION. |
| | |
| | 12F) 1407.9 SURFACE-BURNING CHARACTERISTICS. UNLESS |
| | OTHERWISE SPECIFIED, MCM SHALL HAVE A FLAME SPREAD |
| | INDEX OF 75 OR LESS AND A SMOKE-DEVELOPED INDEX OF 450 |
| | OR LESS WHEN TESTED IN THE MAXIMUM THICKNESS INTENDED |
| | FOR USE IN ACCORDANCE WITH ASTM E84 OR UL 723. |
| | |
| | 12G) 1407.10 TYPE I, II, III AND IV CONSTRUCTION. WHERE |
| | INSTALLED ON BUILDINGS OF TYPE I, II, III AND IV |
| | CONSTRUCTION, MCM SYSTEMS SHALL COMPLY WITH SECTIONS |
| | 1407.10.1 THROUGH 1407.10.4, OR SECTION 1407.11. |
| | |
| | 13) PLEASE NOTE ON SHEET A-4.0 THE PLAN MAKES REFERENCE |
| | TO THE GOVERNING CODE ADAAG. THE DEPARTMENT OF JUSTICE |
| | HAS BLESSED THE 2017 FBC-ACCESSIBILITY CODE. THE INTENT |
| | AS ESTABLISHED BY S.553.502, FLORIDA STATUTES, IS TO |
| | MAINTAIN THE US DEPARTMENT OF JUSTICE CERTIFICATION OF |
| | THE CODE AS SUBSTANTIALLY EQUIVALENT TO THE ADA |
| | STANDARDS SO COMPLIANCE WITH THE CODE PROVIDES |
| | PRESUMPTION OF COMPLIANCE WITH THE ADA STANDARDS. |
| | |
| | 13A) DETAIL # 2 GRAB BARS ARE TO COMPLY WITH: 2017 |
| | FBC-ACCESSIBILITY CODE SECTION 609.4 POSITION OF GRAB |
| | BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL |
| | POSITION, 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE |
| | THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING |
| | SURFACE, NOT CENTERLINE. |
| | |
| | 13B) DETAIL # 2, THE TOILET PAPER HOLDER TO COMPLY |
| | WITH: 2017 FBC-ACCESS. CODE 604.7 DISPENSERS. TOILET |
| | PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND SHALL BE 7 |
| | INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE |
| | WATER CLOSET MEASURED TO THE CENTERLINE OF THE |
| | DISPENSER. |
| | |
| | 13C)(1) THE LIFE SAFETY PLAN NOR A-4.0 SHOW DRINKING |
| | FOUNTAINS. PLEASE SHOW COMPLIANCE WITH THE 2017 |
| | FBC-ACCESSIBILITY CODE SECTION 211.2 MINIMUM NUMBER. NO |
| | FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. |
| | ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.1 THROUGH |
| | 602.6 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH |
| | 602.7. |
| | EXCEPTION: WHERE A SINGLE DRINKING FOUNTAIN COMPLIES |
| | WITH 602.1 THROUGH 602.6 AND 602.7, IT SHALL BE |
| | PERMITTED TO BE SUBSTITUTED FOR TWO SEPARATE DRINKING |
| | FOUNTAINS. |
| | |
| | 13C)(2) DEPENDING ON THE LOCATION OF THE DRINKING |
| | FOUNTAINS THE NEED TO SHOW COMPLIANCE WITH THE 2017 |
| | FBC-ACCESSIBILITY CODE SECTION 602.1 DRINKING FOUNTAINS |
| | SHALL COMPLY WITH 307. PROTRUDING OBJECTS. |
| | |
| | 13D) DETAIL # 5 MAKES REFERENCES TO FACBC 11.4 THIS |
| | REFERENCE IS NOT TO THE CURRENT CODE SECTIONS. UNDER |
| | THE 2017 FBC-ACCESSIBILITY CODE THERE IS NO CHAPTER 11. |
| | 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 14) SHEETS A-6.0 AND S-3.0 BOTH SHOW THE INSTALLATION |
| | OF STRUCTURAL STEEL FRAMING MEMBERS AND ANCHORING OF |
| | ROOF FRAMING INTO THE TWIN TEE ROOF FRAMING. WHEN THERE |
| | IS EITHER WELDING OR BOLTING OF STRUCTURAL MEMBERS THEN |
| | THE CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE |
| | SPECIFICATIONS & WELDER OPERATOR PERFORMANCE |
| | QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED |
| | STANDARDS AT TIME OF INSPECTION. IN ACCORDANCE WITH THE |
| | AMERICAN WELDING SOCIETY. |
| | 2017 FBC-B 2204.1 WELDING |
| | 2017 FBC-B 2204.2 BOLTING. |
| | THE CONTRACTOR WOULD NEED TO GET A 3RD PARTY ENGINEER |
| | TO PROVIDE INSPECTIONS. CURRENTLY THERE ARE NO SHOP |
| | DRAWING SUBMITTED, CONNECTION TYPE ARE UNKNOWN. |
| | IF THERE IS ANY QUESTIONS ABOUT THE CODE REQUIREMENTS |
| | FOR THIS SECTION, PLEASE CONTACT THE CHIEF BUILDING |
| | INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU. |
| | |
| | 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. |
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| | A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE |
| | THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED |
| | DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE |
| | MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS |
| | AND INFORMATION LACKING UNDER THE PRIOR REVIEW. |
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| | 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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