| Date |
Text |
| 2020-01-21 15:18:18 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19120803 |
| | ADD: 2715 PINEWOOD AVE. BUILDING A |
| | 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 VALUE OF THE PERMIT VALUE IS EXTREMELY, |
| | EMBRACING LOW FOR THE SCOPE OF WORK ($15,000.00). |
| | 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. |
| | 2A) THIS MAYBE A TYPO, THE OCCUPANCY TYPES LISTED ON |
| | SHEET A1.0 THE TITLE INDEX- CODE BUILDING SHEET LIST |
| | THE OCCUPANCY TYPES AS BUSINESS & F1. WHEREAS ON SHEET |
| | A1.1 CODE AND SPECS FIRE RESISTANCE RATINGS FOR |
| | EXTERIOR WALLS PER TABLE 602 THE OCCUPANCY TYPES LISTED |
| | ARE BUSINESS AND S-1 STORAGE NOT THE F1? 107.2.1.2 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 2B) SHEET A1.1 THE HEADING FOR FIRE RESISTANCE RATINGS |
| | FOR EXTERIOR WALLS PER TABLE 602 10 X <30 FEET LIST A 1 |
| | HOUR FIRE RATING FOR THE EXTERIOR WALLS FOR BUSINESS |
| | AND S-1 STORAGE OR THE F-1 FACTORY INDUSTRIAL USE. |
| | PLEASE REFER TO TABLE 602, THE EXTERIOR WALLS DO NOT |
| | REQUIRE ANY FIRE RATING FOR THE EXTERIOR WALLS. |
| | |
| | 2C) SHEET A-1.0 UNDER THE HEADING OCCUPANCY |
| | CLASSIFICATION FFPC SECTION 6.1.14.1.3 REFERS TO THE |
| | F-2 OCCUPANCY AGAIN. IS THE FACTORY/ INDUSTRIAL USE F1 |
| | OR F2? DISCREPANCY IN PLANS. |
| | |
| | 3) SHEET A-1.1 UNDER THE HEADING OF 130 CODES (B) THE |
| | OCCUPANCY TYPES ARE LISTED AS BUSINESS & F2 NOT THE F1 |
| | LISTED ON SHEET A1.0. DISCREPANCY IN CODES. 107.2.1.2 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 4) SHEET A-1.1 UNDER THE HEADING INTERIOR WALL FINISHES |
| | TABLE803.9 INDICATES FOR FACTORY OCCUPANCY/ |
| | NON-SPRINKLERED UPDATE THE CORRIDOR FINISH TO C |
| | FINISHES NOT B PER TABLE 803.1.1 OF THE 2017 FBC-B. |
| | |
| | 5A) SHEET A-1.1 INDICATES A CODE SECTION 1406.2.2 THAT |
| | DEALS WITH EXTERIOR WALL COVERINGS, BUT THERE IS NO |
| | MENTION OF THE REQUIREMENTS FOR NON-COMBUSTIBLE |
| | CONSTRUCTION FOR TYPE II CONSTRUCTION. SHEET S3.0 SHOWS |
| | THE USE OF 19/32ND INCH CDX PLYWOOD AS SUB-SHEATHING IN |
| | THE NEW PARAPET WALLS. THE NEW SLOPED EXTERIOR STEEL |
| | WALLS ALSO SHOWS 19/32ND CDX SUB-SHEATHING BEING |
| | INSTALLED TO THE STRUCTURAL STEEL STUDS. |
| | PLEASE REFER TO THE 2017 FBC-B SECTION 603.1.1 |
| | FIRE-RETARDANT- TREATED WOOD, 1.2 NONBEARING EXTERIOR |
| | WALLS AND 1.3ROOF CONSTRUCTION INCLUDING FRAMING AND |
| | DECKING. PLEASE UPDATE THIS SHEET TO FIRE RETARDANT |
| | TREATED PLYWOOD. |
| | |
| | 5B) SHEET S3.0 DETAIL # 1 SHOWS NEW STRUCTURAL STEEL |
| | STUDS 6 INCH@ 24 INCHES ON CENTER AND THE NEW SLOPED |
| | STEEL STUD WALL AND BRACING. IT APPEARS THERE IS NO |
| | SUB-SHEATHING BETWEEN THE VERTICAL FRAMING MEMBERS. IS |
| | THERE TO BE ANY CONNECTION BETWEEN THE 2 STRUCTURAL |
| | MEMBERS, ARE THEY TO ALIGN TO BE ANCHORED TOGETHER? |
| | 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. DETAIL 2 |
| | ON THE SAME SHEET SHOWS THE NEW STEEL FRAMING MEMBERS |
| | BEING ANCHORED INTO THE STRUCTURAL CONCRETE BEAM BUT |
| | THERE IS NO INFORMATION ON THE ANCHORS. DETAIL 4 THE |
| | SAME PAGE INDICATES THE NEW METAL ROOF FRAMING AND |
| | METAL ROOFING SYSTEM ARE TO BE DESIGNED BY THE |
| | SPECIALTY ENGINEER, IS THE SAME TO BE SAID ABOUT THE |
| | NEW EXTERIOR WALL SYSTEMS? 107.2.1.2 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 6) THE LIFE SAFETY SHEET A4.1 SHOWS THE COMMON PATH OF |
| | TRAVEL IS EXCEEDED REQUIRING 2 EXITS. THE LIFE SAFETY |
| | PLAN DOES SHOW 2 EXITS BUT THE BACK EXIT DOES NOT SHOW |
| | FROM THE EXIT DISCHARGE OF THE BUILDING, THE EGRESS |
| | PATH TO THE PUBLIC WAY. 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. |
| | |
| | 7) NEITHER SHEET A4.0 NOR A4.1 SHOW THE GRADE |
| | DIFFERENCE AT EITHER EXIT DOORWAY. GOOGLE EARTH DOES |
| | SHOW A DROP AT THE NEW PROPOSED EXIT FROM THE BUSINESS |
| | OCCUPANCY. |
| | 2017 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF |
| | EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THE |
| | INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001 |
| | SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL |
| | BUILDING CODE (2003 EDITION). |
| | 2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS |
| | IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY |
| | ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE |
| | SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS. |
| | 2017 ACCESSIBILITY CODE CHANGES IN LEVEL303.2. |
| | VERTICAL. CHANGES IN LEVEL ARE PERMITTED IN FLOOR OR |
| | GROUND SURFACES, THEY SHALL COMPLY WITH 303. |
| | |
| | 8) SHEET S-4.0 WIND PRESSURES, THE NEGATIVE PRESSURES |
| | FOR WALL ZONES 4 & 5 ARE APPROXIMATELY 3 PSF LOW FOR A |
| | MEAN ROOF HEIGHT OF 15 FEET, FOR EXPOSURE C AND BASED |
| | ON KD=0.85 USING ASCE FIGURE 30.5-1 OF ASCE 7-10. NOTE |
| | ROOF PRESSURES FOUND ON S-5.0 FOR ROOF ZONES 1,2 & 3 |
| | ARE GOOD. |
| | |
| | 9) SHEET A-5.0 INDICATES WITH MARKS E5, & E6 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. |
| | |
| | 10) 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-4.3 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) SHEET A4.4 AND FIGURE 404.2.6 IS A FIGURE FOR DOORS |
| | IN SERIES A MINIMUM OF 4 FEET CLEAR FROM ONE DOOR LEAF |
| | TO ANOTHER. SHEET A-4.0 DOES NOT SHOW COMPLIANCE WITH |
| | THIS SECTION. |
| | |
| | 15) THE SHOWER SHOWN ON SHEET A-4.0 SHOWS AN ACCESSIBLE |
| | SHOWER 3X3 FEET. THE SHOWER SEAT DOES NOT CONTINUE TO |
| | THE OUTER WALL OF THE SHOWER OR WITHIN 3 INCHES OF THIS |
| | WALL NOR COMPLIANCE WITH 610.3 ALSO REVIEW FIGURE |
| | 610.3. |
| | |
| | 16) SHEET A4.0 THE FLOOR PLAN SHOWS A BREAK ROOM SINK, |
| | THERE IS NO DETAIL FOR THIS AREA. SHEET A-6.0 DETAIL 3 |
| | SECTION THROUGH THE BUILDING SHOWS THE ELEVATION VIEW |
| | OF THE SAME BREAK ROOM COUNTER AND SINK BUT THERE IS NO |
| | DIMENSION FOR THE SINK OR COMPLIANCE WITH: 2017 |
| | FBC-ACCESSIBILITY CODE SECTION 606.3 HEIGHT. LAVATORIES |
| | AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE |
| | HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES MAXIMUM |
| | ABOVE THE FINISH FLOOR OR GROUND. |
| | |
| | 17) 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. |
| | |
| | 18) THE MECHANICAL SHEETS SHOW NEW A/C IN THE BUSINESS |
| | OCCUPANCY PLEASE SHOW HOW COMPLIANCE WILL BE ACHIEVED |
| | WITH THE 2017 ENERGY CODE SECTION C401.2 APPLICATION. |
| | COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE |
| | FOLLOWING: |
| | 1.THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1, EXCLUDING |
| | SECTION 9.4.1.1(G) OF THE STANDARD. |
| | 2.THE REQUIREMENTS OF SECTIONS C402 THROUGH C405. IN |
| | ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY WITH |
| | SECTION C406 AND TENANT SPACES SHALL COMPLY WITH |
| | SECTION C406.1.1. |
| | 3.THE REQUIREMENTS OF SECTIONS C402.5, C403.2, C404, |
| | C405.2, C405.3, C405.5, C405.6 AND C407. THE BUILDING |
| | ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 PERCENT |
| | OF THE STANDARD REFERENCE DESIGN BUILDING. |
| | |
| | 19) 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 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. |
| | |
| | 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] |
| | |
| | |
| | |
