| Date |
Text |
| 2017-01-18 13:41:53 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17010099 |
| | ADD: 1111 S. FLAGLER DR. |
| | CONT: MYRICK GUROSKY & ASS. |
| | TEL: 205-313-3027 |
| | 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: FRI. JAN. 13/ 2017 |
| | ACTION: DENIED |
| | |
| | 1) SHEET T101: |
| | 1A) THE TITLESHEET T101 UNDER THE HEADING OF ADOPTED |
| | CODES WILL NEED TO UPDATE THE DESIGN OF THE PLANS TO |
| | THE CURRENT ADOPTED FAMILY OF CODES. STATEWIDE ON JUNE |
| | 30/2015 THE 5TH EDITION OF THE FLORIDA BUILDING CODE |
| | (2014) WAS ADOPTED. JULY 1/2016 THE 2016 SUPPLEMENTS OF |
| | THE FLORIDA BUILDING CODE WERE ALSO ADOPTED STATEWIDE. |
| | PLEASE CORRECT THE CODE ANALYSIS AND PLANS ACCORDINGLY. |
| | |
| | 1B) THE ARCHITECTURAL, (IN) INTERIOR SECTIONS NOR THE |
| | STRUCTURAL SHEETS PROVIDE THE ADDRESS WITHIN THE |
| | TITLEBLOCK. 2014 FLORIDA BUILDING CODE W 2014 WEST PALM |
| | BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER |
| | 1, ADMINISTRATION 107.2.1 INFORMATION ON CONSTRUCTION |
| | DOCUMENTS . CONSTRUCTION DOCUMENTS SHALL BE OF |
| | SUFFICIENT CLARITY TO INDICATE THE LOCATION OF THE |
| | PROPOSED WORK. |
| | |
| | 2) IN THIS PERMIT SUBMITTAL THERE ARE NO LIFE SAFETY |
| | PLANS FOR THE 1ST NOR 2ND FLOOR. SHEET A101 AND A102 |
| | THE 1ST AND 2ND STORY FLOOR PLANS SHOW A FLOOR LAYOUT |
| | BUT NO LIFE SAFETY INFORMATION. |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| | 107.3.5.1 COMMERCIAL BUILDINGS: |
| | 107.3.5.1.1 BUILDING (7) OCCUPANCY LOAD/EGRESS |
| | REQUIREMENTS SHALL INCLUDE: |
| | OCCUPANCY LOAD |
| | GROSS |
| | NET |
| | MEANS OF EGRESS |
| | EXIT ACCESS |
| | EXIT |
| | EXIT DISCHARGE |
| | DEAD END CORRIDORS |
| | STAIRS CONSTRUCTION/GEOMETRY AND PROTECTION |
| | DOORS |
| | EMERGENCY LIGHTING AND EXIT SIGNS |
| | |
| | 2A) ROOMS # 1,2 & 3 ALL ARE ASSEMBLY USE ROOMS WITH |
| | OCCUPANT LOADS 50 OR MORE OCCUPANTS. TO THE NORTH OF |
| | THESE ROOMS THERE IS A SERVICE HALL. NOTE THERE ARE |
| | DOORWAYS THAT LEAD OUT OF THESE ROOMS INTO THE SERVICE |
| | HALL AND THEN TO THE EXTERIOR OF THE BUILDING. THERE IS |
| | NO INFORMATION AS TO WHERE THE EXIT DISCHARGE LEADS YOU |
| | IF THE DOOR OPENINGS ON THE NORTH SIDE OF THE 3 |
| | ASSEMBLY ROOMS ARE TO BE CONSIDERED THE 2ND MEANS OF |
| | EGRESS. SEE FBC-B TABLE 1015.1. THE NAMING OF THIS |
| | SPACE A SERVICE HALL LEADS ONE TO THINK THIS MAY END UP |
| | AS A STORAGE ROOM FOR TABLES AND CHAIRS SEE FBC-B |
| | 1014.2.(4) EGRESS SHALL NOT PASS THROUGH KITCHENS, |
| | STORAGE ROOMS, CLOSETS OR SPACES USED FOR SIMILAR |
| | PURPOSES. |
| | |
| | 2B)(1) SHEET A101 DETAIL # 2 INDICATES A PLATFORM PLAN. |
| | PLEASE INDICATE THE USAGE OF THIS AREA. PLATFORMS ARE |
| | ASSOCIATED WITH EQUIPMENT AND OR MACHINERY SUCH AS AIR |
| | CONDITIONING UNITS? 2014 FBC-B 505.3 EQUIPMENT |
| | PLATFORMS. |
| | |
| | 2B)(2) SHEET S102 DETAIL #2 SHOWS A PARTIAL PORTION OF |
| | THE PLATFORM OVER THE PANTRY. WITHIN THIS DETAIL THE |
| | LIVE LOAD DESIGN IS 125 LBS./ PSF WHICH IS THE DESIGN |
| | LOADS USED FOR STORAGE FOR LIGHT LOADS SEE FBC-B TABLE |
| | 1607.1. IT WOULD APPEAR THE FLOOR LOADING IS BEING |
| | DESIGNED FOR A MEZZANINE USAGE LIGHT STORAGE WHEREAS |
| | THE LOADING INDICATED IN TABLE 1607.1 FOR ELEVATED |
| | PLATFORMS IS 60LBS./ PSF. ADDITIONAL INFORMATION IS |
| | REQUIRED 107.2.1.3. |
| | |
| | 2C) SHEET S102 DETAIL #2 SHOWS A PARTIAL PORTION OF THE |
| | PLATFORM OVER THE PANTRY. THE PLANS DO NOT INDICATE IF |
| | THE OTHER SIDE OF THE PLATFORM WILL HAVE THE SAME |
| | VERTICAL FRAMING & FASTENING PATTERN. 107.2.1.3. |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 2D) SHEET S-102 DETAIL # 2 SHOWS THE FLOOR FRAMING |
| | MEMBERS TO BE 10 INCH STEEL STUD FRAMING AT 16 INCHES |
| | ON CENTER. PLEASE REVIEW SHEET S-101 UNDER THE HEADING |
| | 5.0 STEEL DECK SEE NOTES 5.2 THE FLOOR FRAMING IS TO BE |
| | LIGHT GAGE STEEL STUD FLOOR JOIST @ 1 FOOT O/C AT ALL |
| | SUPPORTS. DISCREPANCY IN PLANS 107.2.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. THE VERTICAL WALL STEEL STUDS |
| | ARE AT 16 INCHES ON CENTER, THE COMMENT ABOVE (2C) THE |
| | ATTACHMENT METHOD OF THE HORIZONTAL TO VERTICAL STUDS |
| | WILL NOT LINE UP, NEW DETAIL WOULD BE REQUIRED. ALSO |
| | SEE SHEET S201 SHOWS THE FLOOR FRAMING @ 16 INCHES ON |
| | CENTER? |
| | |
| | 2E) SHEET S102 DETAIL #2 SHOWS A PARTIAL PORTION OF THE |
| | PLATFORM OVER THE PANTRY. NOTE ON THIS DETAIL INDICATES |
| | THE FINAL DESIGN IS TO BE PROVIDED BY THE COLD STEEL |
| | FRAMING MANUFACTURER. IF THE DESIGN BY THE COLD STEEL |
| | FRAMING MANUFACTURER IS COMPLETED BY A DELEGATE |
| | ENGINEER THEN SHOW COMPLIANCE WITH: |
| | 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. |
| | |
| | 2F) SHEET S102 DETAIL #2 SHOWS A PARTIAL PORTION OF THE |
| | PLATFORM OVER THE PANTRY. IF THE PLATFORM IS ACTUALLY A |
| | STORAGE MEZZANINE THEN SHOW COMPLIANCE WITH 2014 |
| | FLORIDA BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS |
| | TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION: |
| | |
| | 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 (2.40 KN/M2), 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 2G) SHEET S102 DETAIL #2 SHOWS A PARTIAL PORTION OF THE |
| | PLATFORM OVER THE PANTRY AND FOR ACCESS THE USE OF A |
| | SHIPS LADDER. PLEASE PROVIDE WHERE THE CODE ALLOWS FOR |
| | THE USE OF A SHIPS LADDER. 2014 FBC-B 1009.14 SHIPS |
| | LADDERS. |
| | |
| | 3) SHEET D101 SHOWS THE DEMOLITION OF PORTIONS OF |
| | EXTERIOR CMU WALLS FOR NEW DOUBLE DOOR OPENINGS. ON |
| | SHEET S102 THERE IS A LINTEL SCHEDULE BUT NO SECTIONS |
| | SHOWING HOW THE NEW COLUMNS/ REBAR AND LINTELS ARE TO |
| | ATTACH TO THE FOOTERS NOR THE BEAM ABOVE TO CREATE A |
| | CONTINUOUS LOAD PATH AND BE PART OF THE MWFRS (MAIN |
| | WIND FORCE RESISTING SYSTEM). SHEET S102 SHOWS A SERIES |
| | OF DETAILS WITH ANGLES ACTING AS SUPPORT AT THE NEW |
| | DOOR OPENING BUT NO MENTION OF COLUMNS BEING ELIMINATED |
| | OR NOT. NO MENTION OF HOW THE BRICK VENEER ARE TO BE |
| | SUPPORTED BY STEEL ANGLE IRON SEE A201. |
| | IF MASONRY: 2104.1 MASONRY CONSTRUCTION. MASONRY |
| | CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF |
| | SECTIONS 2104.1.1 THROUGH 2104.4 AND WITH TMS 602/ACI |
| | 530.1/ASCE 6. |
| | IF COLUMNS ARE CONCRETE THEN: FBC-B 1901.2 REINFORCED |
| | CONCRETE. |
| | |
| | 4) SHEETS A101, A201 & A301 ALL SHOW NEW EXTERIOR OR |
| | REPLACED WINDOWS AND DOORS. NEITHER THE ARCHITECTURAL |
| | SHEETS NOR THE STRUCTURAL SHEETS SHOW THE WIND DESIGN |
| | CRITERIA AND ASSOCIATED PRESSURES. |
| | 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: |
| | |
| | 4.1. 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. |
| | |
| | 4.2. RISK CATEGORY. |
| | |
| | 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. |
| | |
| | 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 4.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/ |
| | M2). |
| | |
| | TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | |
| | 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | 5) PLEASE PROVIDE DOCUMENTS INDICATING COMPLIANCE WITH: |
| | 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)(A) EXTERIOR DOORS ,MULLIONS |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, |
| | |
| | 6) 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.. |
| | |
| | 7) PLEASE SHOW COMPLIANCE WITH : 2014 FBC-ENERGY CODE |
| | C401.2.1 APPLICATION TO EXISTING BUILDINGS. |
| | ADDITIONS, ALTERATIONS AND REPAIRS TO EXISTING |
| | BUILDINGS SHALL COMPLY WITH ONE OF THE FOLLOWING: |
| | 1. SECTIONS C402, C403, C404 AND C405; OR |
| | 2. ANSI/ASHRAE/IESNA 90.1. |
| | |
| | 8) 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 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] |
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