| Date |
Text |
| 2022-11-29 15:44:09 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 22110134 |
| | ADD: 22110134 |
| | CONT: S. MAC DONALD CONTRACTING LLC |
| | TEL: 561-689-8848 |
| | E-MAIL: [email protected] |
| | |
| | 2020 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2020 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: TUES. NOV. 29TH/ 2022 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A2 ELEVATIONS ,DESIGN WIND PRESSURES ON |
| | EXTERIOR DOORS AND WINDOWS (SERVICE) VASD. BENEATH |
| | THERE ARE NOTES. NOTE 1 WIND DESIGN PER 2020 FBC-B AND |
| | ASCE 7-16= 161MPH. THE COMPLETE WIND DESIGN CRITERIA |
| | NEEDS TO BE PROVIDED. 2020 FBC-B 1603.1.4 WIND DESIGN |
| | CRITERIA. |
| | 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: |
| | |
| | 1.1. 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. |
| | |
| | 1.2. RISK CATEGORY. |
| | |
| | 1.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1. |
| | |
| | 1.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 1.5. 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. |
| | |
| | 1.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED |
| | CONVERSION VULT TO VASD. ALL PRODUCT APPROVALS ARE IN |
| | VASD. |
| | |
| | 2) THE 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION USES THE PALM |
| | BEACH COUNTY (COUNTYWIDE) ULTIMATE DESIGN WIND SPEED |
| | MAP, RISK CATEGORY II BUILDING FIGURE 1609.3(1). THE |
| | 160 VULT WIND SPEED LINE GOING OUT SOUTHERN BLVD. IS AT |
| | 20 MILE BEND, JUST EAST OF THAT IS FPL NEWEST POWER |
| | PLANT. TUXEDO AVENUE WOULD BE CLOSER TO 168.75 VULT |
| | WIND SPEED FOR A RISK CATEGORY II BUILDING. |
| | |
| | 3) SHEET A3 THE MEASUREMENT FOR THE ROOF PURLINS IS |
| | TAKEN HORIZONTALLY AT 3 FEET, WHEREAS THE 4/12 PITCH |
| | THE ACTUAL TRUE MEASUREMENT IS 3.33 FEET OR 3 FEET 4 |
| | INCHES PLEASE UPDATE PLANS. WHAT IS MISSING ARE THE |
| | PRODUCT APPROVALS FOR FORMING THE WALL AND ROOF PANELS. |
| | WITHOUT THE PRODUCT APPROVALS FOR WALLS AND ROOF PANELS |
| | TO CHECK SPAN VERSES THE ASSOCIATED PRESSURES FOR THE |
| | EFFECTIVE WIND AREA (TRIBUTARY AREA). COMPONENTS & |
| | CLADDING. PLEASE SUBMIT THE COMPONENTS AND CLADDING |
| | PRODUCT APPROVALS. 2020 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, ROOF HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | |
| | 4) PLEASE IDENTIFY IN THE PRODUCT APPROVAL BEFORE |
| | SUBMITTING TO THE DESIGNER OF RECORD AND BEFORE |
| | SUBMISSION TO THE BUILDING DEPARTMENT. FOR ROOF AND |
| | WALL PANELS, IDENTIFY (CIRCLE) THE METAL THICKNESS |
| | GAUGE, AND WIDTH OF PANEL, FASTENERS AND ASSOCIATED |
| | PRESSURES FOR INTERIOR, EDGE AND END ZONES. |
| | 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION 107.2.1. |
| | CONSTRUCTION DOCUMENTS SHALL BE SUFFICIENT CLARITY TO |
| | INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK |
| | PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE |
| | PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES, |
| | RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 5) 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 (SHOP |
| | DRAWING STAMP OF APPROVAL) 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. |
| | |
| | 6) WELDED OR BOLTED CONNECTIONS. THIS BUILDING CONTAINS |
| | EITHER BOLTED AND OR WELDED 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 FOR FIELD WIELDING, ON THE JOB-SITE |
| | WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED. |
| | THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO |
| | COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS |
| | SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING |
| | INSPECTION. |
| | 2020 FBC-B 2204.1 WELDING |
| | 1. WELD PROCEDURES SPECIFICATIONS |
| | 2. QUALIFICATIONS OF WELDING PERSONAL |
| | 2017 FBC-B 2204.2 BOLTING. |
| | IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED, |
| | PLEASE CONTACT THE CHIEF BUILDING INSPECTOR RICHARD |
| | BRUNELLE AT 561-805-6670. |
| | |
| | 7) SHEET A3THERE IS A NOTE: CONTINUOUS L 2 ?? X 2 ?? X |
| | ?? INCH ANGLE WITH ?? INCH DIA. X 4-INCH W. A. (WALL |
| | ANCHOR) AT 24 INCHES O. C. INTO SLAB. PLEASE PROVIDE |
| | THE DISTANCE THAT THE WALL ANCHOR NEEDS TO BE TO NOT |
| | BLOW OUT THE SIDE WALL WHEN ANCHOR IS TORQUED. THIS MAY |
| | DEPEND ON THE MANUFACTURERS RECOMMENDATIONS. |
| | |
| | 8) A TRANSMITTAL LETTER / NARRATIVE 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. |
| | |
| | PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| | REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| | REVIEW CYCLE. |
| | |
| | |
| | MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM |
| | PART-TIME/ SEMI-RETIRED. |
| | |
| | IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET |
| | BACK INTO THE OFFICE CALL |
| | (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL. |
| | THANK YOU. |
| | |
| | JAMES A. WITMER BN, PX, SFP, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
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