| Date |
Text |
| 2017-07-11 12:33:37 | 2014 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17070066 |
| | ADD: 2310 FLORIDA AVENUE |
| | CONT: FIVE CONSTRUCTION |
| | TEL: 561-762-7272 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: TUES. JULY 11/ 2017 |
| | ACTION: DENIED |
| | |
| | 1) SHEET G003: |
| | 1A) DETAIL A- SIGNAGE, DEPICTION SHOWS CHARACTERS BUT |
| | DOES NOT INCLUDE BRAILLE. PLEASE REVIEW THE |
| | REQUIREMENTS OF THE 2014 FBC-ACCESS. CODE SECTION |
| | 703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND. |
| | TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES |
| | (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND |
| | SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST |
| | TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE |
| | THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE |
| | BASELINE OF THE HIGHEST TACTILE CHARACTER. |
| | |
| | 1B) DETAILS B & C ARE FOR TOILET PAPER DISPENSERS. |
| | PLEASE PROVIDE COMPLIANCE FOR THE LOCATION OF THE |
| | DISPENSER BOTH HEIGHT AND THE DISTANCE IN FRONT OF THE |
| | WATER CLOSET WILL NEED TO SHOW COMPLIANCE WITH |
| | 2014 FBC-ACCESS. CODE 604.9.6 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. THE OUTLET OF THE DISPENSER SHALL BE 14 |
| | INCHES MINIMUM AND 19 INCHES MAXIMUM ABOVE THE FINISH |
| | FLOOR. THERE SHALL BE A CLEARANCE OF 11/2 INCHES (38 |
| | MM) MINIMUM BELOW THE GRAB BAR. DISPENSERS SHALL NOT BE |
| | OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW |
| | CONTINUOUS PAPER FLOW. |
| | |
| | 2) SHEET G004: |
| | 2A) UNDER THE HEADING OF GENERAL NOTES INTERIOR |
| | PARTITIONS THE COMMENT REFERENCES R-4403.7.7 THE |
| | RESIDENTIAL CODE, PLEASE USE THE 2014 FBC-BUILDING CODE |
| | FOR ALL CODE REFERENCES. 107.2.1.3 ADDITIONAL |
| | INFORMATION REQUIRED, REFERENCING THE WRONG CODE. |
| | |
| | 2B) UNDER THE HEADING GENERAL NOTES FOR BOTH WOOD AND |
| | TRUSSES. FOR ANY WOOD THAT IS TO BE USED FOR ANY |
| | STRUCTURAL ELEMENTS, PLEASE REFER TO FIRE RETARDANT |
| | TREATED WOOD, THIS BUILDING IS CLASSIFIED AS |
| | CONSTRUCTION TYPE IIB. PLEASE REVIEW TO FBC-B |
| | 603.1.1.1.3 FIRE-RETARDANT-TREATED WOOD SHALL BE |
| | PERMITTED IN ROOF CONSTRUCTION, INCLUDING GIRDERS, |
| | TRUSSES, FRAMING AND DECKING. ALSO REVIEW SHEET A-301 |
| | FOR 2X10 JOIST THAT STATE 2X10 P.T. |
| | |
| | 3) SHEET A-101 INDICATES A PORTION OF A MEZZANINE BEING |
| | REMOVED BUT THE PLANS ARE SILENT TO WHERE THERE IS |
| | STILL APPORTION OF THE MEZZANINE LEFT OVER OFFICE # 1 |
| | AND NONE OF THE PLANS INDICATE HOW TO GAIN ACCESS TO |
| | THE MEZZANINE AREA THAT IS LEFT. 107.2.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. THIS REVIEW CYCLE A THOROUGH |
| | REVIEW COULD NOT BE COMPLETED AND ADDITIONAL AND OR NEW |
| | COMMENTS MAY OCCUR ON SUBSEQUENT REVIEWS. |
| | |
| | 4) SHEET A-102: |
| | 4A) THIS SHEET INDICATES THE INSTALLATION OF A NEW |
| | LIFT. THE PLANS NEED TO MAKE IT CLEAR IF THIS IS A |
| | PLATFORM LIFT THAT WILL NEED TO MEET THE REQUIREMENTS |
| | OF THE ACCESS. CODE 410. (1-6) AND ASME A 18.1 OR A |
| | LULA LIFT AND REQUIRED TO MEET THE REQUIREMENTS IN THE |
| | ACCESS. CODE 408. (1-4.8) AND ASME A 17.1. |
| | |
| | 4B) THE LOADING BAY SHOWS NEW STAIRS, PLEASE PROVIDE |
| | THE DESIGN MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS |
| | TABLE 1607.1.(30). SHEET A-502 ALSO SHOWS A STAIR |
| | SECTION BUT NO LOADING INFORMATION. PLEASE ALSO NOTE |
| | THE STRINGER INDICATES A 2X12. MUST BE FIRE RETARDANT |
| | TREATED WOOD. FBC-B 603.1.1.1.3 |
| | |
| | 4C) THE PLANS INDICATE THIS IS A LOADING DOCK, PLEASE |
| | SHOW WHAT SECTIONS WILL BE REMOVALABLE OR WILL THE |
| | WHOLE LOADING DOCK HAVE GUARDRAILS SURROUNDING THE |
| | LOADING DOCK. 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 4D) DETAIL A IS OF A GUARDRAIL SYSTEM. PLEASE CORRECT |
| | CODE IN AFFECT, WE ARE NO LONGER UNDER THE 2010 CODE |
| | AND IN ALL 5 NOTES THE CODE REFERENCE AND NUMBERS ARE |
| | AGAIN THE RESIDENTIAL CODE NOT THE 2014 FBC-B. |
| | |
| | 5) SHEET A-301: |
| | 5A) THE PLANS INDICATE AN EXISTING OFFICE # 1 BUT THE |
| | SECTION DOES NOT INDICATE IF THE 2X10S ARE CEILING |
| | JOIST AND LOAD OR IF THEY ARE TO BE CONSIDERED AS FLOOR |
| | JOIST AND THE LOADING OF THE JOIST? ADDITIONAL |
| | INFORMATION REQUIRED? PLEASE IDENTIFY IF THE AREA ABOVE |
| | THE OFFICE IS TO BE AN ENCLOSED MEZZANINE, IF SO THE |
| | TYPE OF OCCUPANCY? 107.2.1.3. ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 5B) THERE IS A WALL DETAIL W2/A-501 THAT SHOWS THE WALL |
| | GOING ALL THE WAY TO THE UNDERSIDE OF THE OF THE ROOF |
| | DECK. THIS WALL IS CLASSIFIED AS UL DESIGN U465 A 1 HR. |
| | FIRE RATING NON-BEARING WALL. PLEASE NOTE THIS WALL |
| | SHOWS NOT ONLY DRYWALL CEILING LOADS BUT 2X10 JOIST, |
| | NOT KNOWN IF ACTING AS FLOOR JOIST OR CEILING JOIST. |
| | THE LIMITING HEIGHT REQUIREMENT FOR NON-STRUCTURAL |
| | INTERIOR WALL, 3 ? INCH STEEL STUD, 25 GAUGE, AT 24 |
| | INCHES ON CENTER WITH A 5 PSF AND L/120 IS LIMITED TO |
| | 13 FOOT 9 INCHES. |
| | |
| | 5C) PLEASE NOTE THE 2X10 JOIST ARE SPACED AT 16 INCHES |
| | ON CENTER WHEREAS THE STEEL STUDS ARE SPACED AT 24 |
| | INCHES ON CENTER, PLEASE PROVIDE HOW THE LEDGERS ARE |
| | GOING TO BE SECURED TO A NON-STRUCTURAL STUD. PLEASE |
| | ALSO PROVIDE WHAT BUCKET WILL BE USED TO ATTACH THE |
| | JOIST TO THE HORIZONTAL LEDGER AND AT WHAT SPACING THE |
| | 2 LEDGERS ARE TO BE NAILED TOGETHER. 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 6) SHEET A-502 IN THE BOTTOM LEFT SECTION OF THE PAGE |
| | METHOD OF COMPLIANCE NOTES, FBC 602.1 & 602.1.1 ARE |
| | BOTH NOTES PULLED FROM THE RESIDENTIAL CODE, NOT |
| | APPLICABLE UNDER THE 2014 FBC-B. PLEASE CORRECT CODE |
| | LANGUAGE!!!! 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 7) MECHANICAL SHEET BY COOL WORLD SHOWS A NEW CONDENSER |
| | MOUNTED ON THE EXTERIOR WALL ON WALL BRACKETS, THIS IS |
| | NOT SHOWN ON ANY OF THE ARCHITECTURAL PLANS. PLEASE |
| | INCORPORATE THE DESIGN AND PLACEMENT. PLEASE ALSO |
| | PROVIDE THE WIND DESIGN CRITERIA FOR THE MOUNTING OF |
| | THE CONDENSER AND BRACKET. |
| | 2014 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING |
| | INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN, |
| | REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF |
| | THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE: |
| | |
| | 7.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | |
| | 7.2. RISK CATEGORY. |
| | |
| | 7.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. |
| | |
| | 7.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 7.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF. |
| | |
| | TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | |
| | 8) 2014 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)(G) PRE-ENGINEERED A/C STANDS |
| | |
| | 9) 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.. |
| | |
| | 10) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES |
| | AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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. |
| | |
| | THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE |
| | COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR |
| | ON SUBSEQUENT REVIEWS. |
| | |
| | JAMES A. WITMER BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. |
| | WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
