| Date |
Text |
| 2020-05-07 07:44:14 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20040905 |
| | ADD: 322 10TH ST. |
| | CONT: PERRY MARSHALL BUILDERS |
| | TEL: 561-385-8916 |
| | 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: WED. MAY 06/2020 |
| | ACTION: DENIED |
| | |
| | 1) THE PERMIT APPLICATION INDICATES THIS PERMIT IS ONLY |
| | FOR A FOUNDATION FOR A NEW EXTERIOR STAIR? THERE ARE 16 |
| | DRAWING THAT ARE MORE THAN THE FOUNDATION. PLEASE |
| | UPDATE THE DESCRIPTION OF WORK TO BE ACCOMPLISHED UNDER |
| | THIS PERMIT. 107.2.1.2. ADDITIONAL INFORMATION IS |
| | REQUIRED. THERE ARE NO DRAWINGSSHOWING A FOUNDATION. |
| | |
| | 2) THE PLANS ARE SILENT AS TO THE USAGE OF THIS |
| | BUILDING (OCCUPANCY TYPE) AND HOW MANY RESIDENCES THERE |
| | ARE FOR THIS BUILDING AND FOR THIS PROPERTY, MULTIPLE |
| | BUILDINGS. THE LOADING DESIGN LIVE LOAD IS FOR A SINGLE |
| | FAMILY RESIDENCE WHERE AS THIS PROPERTY ON THE PALM |
| | BEACH COUNTY PROPERTY APPRAISERS OFFICE LIST THIS |
| | PROPERTY AS 6 DORMITORIES OWNED BY HOUSING CORPORATION |
| | OF THE PALM BEACH COUNTY A. R. C. PLEASE NOTE THERE IS |
| | NO BUSINESS TAX LICENSE FOR THIS FACILITY. WE COULD NOT |
| | SEE WHERE THERE HAS BEEN A CHANGE OF OCCUPANCY IN OUR |
| | RECORDS USING FILE NET. |
| | |
| | 3) SHEET S.1 INDICATES THAT THE PROPOSED STAIRS ARE |
| | DESIGN CRITERIA ARE TO BE BUILT TO THE 2017 FBC-B HIGH |
| | VELOCITY HURRICANE ZONE. PLEASE NOTE THAT MIAMI-DADE & |
| | BROWARD COUNTIES ARE IN THE HIGH VELOCITY HURRICANE |
| | ZONE. PALM BEACH COUNTY AND THE CITY OF WEST PALM BEACH |
| | ARE LOCATED IN THE WIND-BORNE DEBRIS REGION, SEE |
| | DEFINITIONS (2) IN AREAS WHERE THE ULTIMATE DESIGN WIND |
| | SPEED IS 140 MPH OR GREATER. |
| | |
| | 4A) PLEASE PROVIDE A FLOOR PLAN FOR THE 1ST FLOOR AND |
| | SECOND FLOOR AND ELEVATION DRAWINGS FOR THIS BUILDING. |
| | WHEN INSTALLING A NEW EXTERIOR STAIRWAY WE NEED TO SEE |
| | HOW THE MEANS OF EGRESS FOR THE 2ND FLOOR IS LAID OUT |
| | AND IF THE INTERIOR STAIRWAY IS AN ENCLOSED STAIRWAY. |
| | THE QUESTION ARISES WITH COMPLIANCE WITH THE 2017 FBC-B |
| | SECTIONS: |
| | 1027.5 LOCATION |
| | 1027.6 EXTERIOR EXIT STAIRWAY PROTECTION. |
| | |
| | 4B) IT WOULD APPEAR THAT THIS IS A NEW EXTERIOR |
| | STAIRWAY NOT A REPLACEMENT STAIRWAY THERE WOULD BE A |
| | NEW OPENING THROUGH THE WALL, NO PLANS SUBMITTED FOR |
| | THE STRUCTURAL ALTERATIONTO EITHER A FRAME BUILDING OR |
| | CBS (CONCRETE, BLOCK & STEEL) TYPE OF CONSTRUCTION. |
| | 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATIVE CODE |
| | 107.3.5.1COMMERCIAL BUILDINGS |
| | 107.3.5.1.1 BUILDING |
| | |
| | 107.3.5.1.1.8. STRUCTURAL REQUIREMENTS- DESIGN |
| | REQUIREMENTS/ STRUCTURAL |
| | |
| | 4C) 107.3.5.1.1.8. STRUCTURAL REQUIREMENTS-2017 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: |
| | |
| | 4C)(1). ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND |
| | GUST), MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, |
| | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | |
| | 4C)(2.) RISK CATEGORY. |
| | |
| | 4C)(3.) WIND EXPOSURE. APPLICABLE WIND DIRECTION IF |
| | MORE THAN ONE WIND EXPOSURE IS UTILIZED. TABLE |
| | 1609.7.2. HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1. |
| | |
| | 4C)(4.) APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 4C)(5.) DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED |
| | BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR |
| | THE DESIGN OF THE STRUCTURE, PSF. |
| | |
| | 4C)(6.) 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. |
| | |
| | 4D) 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. |
| | |
| | 4E) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS |
| | WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE |
| | 61G20 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.. |
| | |
| | 4F) WELDED OR BOLTED CONNECTIONS. THE CONTRACTOR IS |
| | REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS & |
| | WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN |
| | ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF |
| | INSPECTION. |
| | 2017 FBC-B 2204.1 WELDING |
| | 1. WELD PROCEDURES SPECIFICATIONS |
| | 2) QUALIFICATIONS OF WELDING PERSONAL |
| | 2017 FBC-B 2204.2 BOLTING. |
| | IF THERE ARE ADDITIONAL QUESTIONS PLEASE CALL KEN |
| | CONRAD CHIEF BUILDING INSPECTOR AT 561-805-6666. |
| | |
| | 5A) SHEET S-1 SHOWS THE STAIR DESIGN LIVE LOAD TO BE 60 |
| | PSF. PLEASE UPDATE YOUR PLANS, REVIEW THE 2017 FBC-B |
| | TABLE 1607.1 (30) FOR OTHER THAN A SINGLE FAMILY |
| | RESIDENCE 100 PSF. |
| | |
| | 5B) DISCREPANCY IN DETAILS E & F. THE OVERALL HEIGHT OF |
| | THE GUARDRAIL FROM THE LANDING IS NOT GIVEN. DETAIL E |
| | SHOWS THE MEASUREMENT FROM BOTTOM OF THE GUARDRAIL |
| | TAKEN AT AN L ANGLE NOT THE LANDING TO CENTERLINE OF |
| | THE TOP OF THE GUARDRAIL. IN DETAIL F THERE APPEARS THE |
| | BOTTOM MEASUREMENT IS TAKEN AT THE LANDING NO L ANGLE |
| | SHOWN, THIS WOULD PUT THE TOTAL HEIGHT AT 41 INCHES NOT |
| | THE REQUIRED 42 INCHES HIGH. 2017 FBC-B 1015.3 |
| | |
| | 5C) DETAIL E SHOWS OPEN RISERS NEEDS TO SHOW COMPLIANCE |
| | WITH 2017 FBC-B 1011.5.5.3. |
| | |
| | 5D) STEEL STAIRS AT RFQ ARC-COLUMN LAYOUT THERE APPEARS |
| | TO BE NOTHING LOADED FOR THIS SCREEN, THE SCREEN IS |
| | BLANK/ BLACK. ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 6) 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 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. |
| | |
| | WORKING FROM HOME |
| | JAMES A. WITMER BN, PX, SFP, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | PERSONAL CELL:561-718-9724 |
| | OFFICE TEL: 561-805-6717 |
| | OFFICE FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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