| Date |
Text |
| 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. |
| | |
| | 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. |
| | |
| | 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 |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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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