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2017-05-31 07:25:02 | 2014 FBC- BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 17050836 |
| ADD: 1821 PALM BCH. LAKES BLVD. SUITE: A-08 |
| CONT: ANDERSON MOORE |
| TEL: 561-373-3902 |
| TEL: 772-532-6523 BILL DUFFY |
| E-MAIL: ???????? WE CONTACT BY E-MAIL!!! |
| |
| 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: WED. MAY 31/ 2017 |
| ACTION: DENIED |
| |
| 1) THE PERMIT VALUATION IT APPEARS MAY HAVE DROPPED A |
| DIGIT EMBARRASSING LOW. 21,508 SQ. FT. INTO $65,000.00 |
| DOLLARS FIGURES $3.02 DOLLARS A SQUARE FOOT. |
| |
| 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION 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. |
| |
| 2) 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. CREATION OR |
| EXTENSION OF NONCONFORMITY. ALL NEW WORK, |
| RE-CONFIGURATION SHALL NOT CREATE OR EXTEND ANY |
| NONCONFORMITY IN THE EXISTING BUILDING TO WHICH THE |
| RE-CONFIGURATION OF SPACE IS BEING MADE WITH REGARD TO |
| ACCESSIBILITY, STRUCTURAL STRENGTH, FIRE SAFETY, MEANS |
| OF EGRESS, OR THE CAPACITY OF MECHANICAL, PLUMBING, OR |
| ELECTRICAL SYSTEMS. THE FUTURE VACANT SPACE PLEASE |
| PROVIDE A SUITE NUMBER FOR THIS SPACE. THE FUTURE |
| VACANT SPACE OF 13, 564 SQ. FT./ 30= 453 OCCUPANTS. THE |
| PLANS SHEET C-1 SHOWS (2) MEANS OF EGRESS (2) 36 INCH |
| WIDE DOORS (ASSUMED) WHICH ONLY PROVIDES APPROX. 34 |
| CLEAR INCHES OR 170 OCCUPANTS PER DOOR FOR A TOTAL OF |
| 340 OCCUPANTS, OVER 113 OCCUPANTS SHORT OF EGRESS. |
| WORST CASE SCENARIO. |
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| 3) SHEET LS01 ALSO SHOWS DOOR WIDTHS OF 36 INCHES AND |
| OCCUPANT LOADS TAKEN AT 180 OCCUPANTS PER DOOR. ARE |
| THESE DOORS LARGER THAN 36 INCHES? 107.2.1.3 ADDITIONAL |
| INFORMATION IS REQUIRED. THE CLEAR OPENING CAN ONLY BE |
| USED FOR FIGURING EGRESS OCCUPANT LOADS. FBC-B |
| 1005.3.2. THE CAPACITY, IN INCHES (MM), OF MEANS OF |
| EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE |
| CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY |
| SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF |
| 0.2 INCH (5.1 MM) PER OCCUPANT. |
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| 4) PLEASE PROVIDE PRODUCT APPROVALS FOR THE NEW |
| OPENINGS, COMPONENTS AND CLADDING. 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 & ROOF HATCHES. |
| (B) WINDOWS & MULLIONS |
| (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| LOUVERS, EFIS SYSTEMS, |
| (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP |
| VENTILATORS |
| (G) PRE-ENGINEERED A/C STANDS |
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| 5) IDENTIFY GLAZING/ MULLIONS. FOR ALL PRODUCTS WITH |
| GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, |
| TYPE OF GLAZING, MULLION INFORMATION IF REQUIRED, |
| ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING |
| SIZE. 2014 FBC-B 1405.13.1 INSTALLATION. WINDOWS AND |
| DOORS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED |
| MANUFACTURER?S INSTRUCTIONS. FASTENER SIZE AND SPACING |
| SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE |
| CALCULATED BASED ON MAXIMUM LOADS AND SPACING USED IN |
| THE TESTS. |
| |
| 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.. |
| |
| 7A) THE PLANS SHEET C2 INDICATE THE REUSE OF THE FRONT |
| HORIZONTAL SLIDING DOORS. PLEASE PROVIDE CURRENT |
| PRODUCT APPROVAL FOR THE INSTALLATION OF THIS SYSTEM. |
| 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION 104.9.1 USED MATERIALS AND EQUIPMENT. |
| THE USE OF USED, RECYCLED, OR RECLAIMED MATERIALS WHICH |
| MEET THE REQUIREMENTS OF THIS CODE FOR NEW MATERIALS IS |
| PERMITTED. USED EQUIPMENT AND DEVICES SHALL NOT BE |
| REUSED UNLESS APPROVED BY THE BUILDING OFFICIAL. |
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| 7B) ROOF HATCH. SHEET D101 SHOWS THE EXISTING ROOF |
| HATCH BEING DELETED. SHEET C-2 SHOWS THE NEW LOCATION, |
| AND SHEET C3 DETAIL 13 A CUT SECTION OF THE RELOCATED |
| ROOF HATCH. PLEASE PROVIDE CURRENT PRODUCT APPROVAL FOR |
| THE INSTALLATION OF THIS SYSTEM. 2014 FLORIDA BUILDING |
| CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| BUILDING CODE, CHAPTER 1, ADMINISTRATION 104.9.1 USED |
| MATERIALS AND EQUIPMENT. THE USE OF USED, RECYCLED, OR |
| RECLAIMED MATERIALS WHICH MEET THE REQUIREMENTS OF THIS |
| CODE FOR NEW MATERIALS IS PERMITTED. USED EQUIPMENT AND |
| DEVICES SHALL NOT BE REUSED UNLESS APPROVED BY THE |
| BUILDING OFFICIAL. |
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| 7C) SINCE IT APPEARS THERE IS NO EXTERIOR LADDER AND |
| CAGE TO THE ROOF, PLEASE PROVIDE ACCESS TO THE ROOF FOR |
| THE NEW SHELL SPACE BEING CREATED. THROUGH THE |
| SUB-DIVIDING OF THE TENANT SPACE A CODE VIOLATION CAN |
| NOT BE CREATED. CREATION OR EXTENSION OF NONCONFORMITY. |
| 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. CREATION OR EXTENSION |
| OF NONCONFORMITY. ALL NEW WORK, RE-CONFIGURATION SHALL |
| NOT CREATE OR EXTEND ANY NONCONFORMITY IN THE EXISTING |
| BUILDING TO WHICH THE RE-CONFIGURATION OF SPACE IS |
| BEING MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL |
| STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR THE CAPACITY |
| OF MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS. |
| |
| 8) THE STRUCTURAL SHEETS S1-S4 SHOW NEW STEEL COLUMNS, |
| BEAMS AND STRUCTURAL STEEL FRAMING MEMBERS FOR NEW |
| RTU?S AND ROOF HATCH LOCATION. THE BUILDING OFFICIAL |
| WILL NOT REQUIRE A RESIDENT INSPECTOR FOR THIS PROJECT |
| SINCE THE STEEL WORK IS LIMITED. INSTEAD HE REQUEST |
| COMPLIANCE WITH THE FOLLOWING CODE SECTIONS: THE |
| CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE |
| SPECIFICATIONS & WELDER OPERATOR PERFORMANCE |
| QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED |
| STANDARDS AT TIME OF INSPECTION. |
| 2014 FBC-B 2204.1 WELDING |
| 2014 FBC-B 2204.2 BOLTING. |
| |
| 9) SHEET C-7 SHOWS THE INSTALLATION OF NEW ROOF TOP RTU |
| AND CURB AS WELL AS REPLACEMENT OF THE ROOF TOP UNIT |
| AND EVALUATION OF EXISTING CURB, MAY REQUIRE |
| MODIFICATIONS. |
| |
| 9A) PLEASE PROVIDE DOCUMENTATION FOR THE NEW ROOF TOP |
| CURBS, ANCHORING OF CURB TO ROOF, AND THE ANCHORING OF |
| THE RTU TO THE CURB. PROVIDE CALCULATIONS FOR EACH TYPE |
| OF UNIT. FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C |
| STANDS, DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK |
| AS WELL AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT |
| ABOVE. |
| 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| LOADS. |
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| 9B) THE OF REPLACEMENT OF THE ROOF TOP UNIT AND |
| EVALUATION OF EXISTING CURB, & MAY REQUIRE |
| MODIFICATIONS. PLEASE ALSO PROVIDE PRODUCT INFORMATION |
| FOR ANY CURB ADAPTORS THAT MAYBE CONSIDERED. 2014 FBC-B |
| 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL MEMBERS AND |
| THEIR CONNECTIONS SHALL BE DETERMINED BY METHODS OF |
| STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT EQUILIBRIUM, |
| GENERAL STABILITY, GEOMETRIC COMPATIBILITY AND BOTH |
| SHORT- AND LONG-TERM MATERIAL PROPERTIES. EVERY |
| STRUCTURE SHALL BE DESIGNED TO RESIST THE OVERTURNING |
| EFFECTS CAUSED BY THE LATERAL FORCES SPECIFIED IN THIS |
| CHAPTER. SEE SECTION 1609 FOR WIND LOADS. |
| |
| 10) FIXTURE PLAN C-6 DOES NOT PROVIDE DETAILS OF THE |
| FIXTURES, HOW TALL ARE THE FIXTURES, WILL THEY BE |
| ANCHORED TO THE FLOOR, IF SO PLEASE PROVIDE ANCHORING |
| DETAILS. 107.2.1.3 ADDITIONAL INFORMATION REQUIRED. |
| 105.2 (6) NON FIXED AND MOVABLE FIXTURES, CASES, RACKS, |
| AND COUNTERS NOT OVER 5 FEET 9 INCHES (1753 MM) |
| IN HEIGHT ARE EXEMPT FROM PERMITS REQUIRED. |
| |
| 11) 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. |
| |
| 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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