| Date |
Text |
| 2021-10-20 15:24:56 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 21091210 / NEW CONSTRUCTION |
| | ADD: 1236 PALM BEACH LAKES BLVD. |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: ??? |
| | E-MAIL: [email protected] JESSICA LALOGGIA |
| | |
| | 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | |
| | 1ST REVIEW |
| | DATE: WED. OCT. 20/ 2021 |
| | ACTION: DENIED |
| | |
| | 1) SUBMITTED PACIFICA ENGINEERING PROJECT # 610-20451 |
| | AUTOZONE # 6216. PAGE 4 OF 25 IN SECTION 4.1 OF THE |
| | SOILS REPORT THERE ARE 3 OPTIONS FOR THE SOILS FOUND |
| | WITH PEAT. SINCE THERE IS NO CONTRACTOR ON BOARD IT IS |
| | ASSUMED THAT THE DESIGNER OF RECORD IS GOING TO CHOOSE |
| | WHICH METHOD OR OPTION IS TO BE USED IN THE |
| | STRENGTHENING OF THE SOILS. SHEET SO INDICATES NOTE 7 |
| | HELICAL PILE TESTING PLEASE CIRCLE IN THE SOILS REPORT. |
| | |
| | 2) AS IN THE PAST WITH AUTO ZONE ALL PRODUCT APPROVALS |
| | WERE SUBMITTED HAVE THE DESIGNER OF RECORD STAMP OF |
| | APPROVAL, BUT NONE OF THE SUB-SYSTEMS HAVE BEEN |
| | IDENTIFIED. PLEASE IDENTIFY IN THE PRODUCT APPROVAL |
| | BEFORE SUBMITTING TO DESIGNER OF RECORD AND BEFORE |
| | SUBMISSION TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS |
| | WITH GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & |
| | HEIGHT, SILL HEIGTH, TYPE OF GLAZING, MULLION SIZE, |
| | LENGTH IF UNREINFORCED OR REINFORCED INFORMATION IF |
| | REQUIRED, ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH |
| | OPENING SIZE. 2020 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. |
| | |
| | 3) ROOFING REPORTS 2 WERE ALSO SUBMITTED. ONE FOR METAL |
| | ROOFING THE OTHER AN UNDERLAYMENT. THE METAL ROOF |
| | REPORT FL 11241-R7 HAS 6 SUB-REPORTS WITH VARYING |
| | METALS CONFIGURATIONS AND PRESSURES. THE DESIGNER OF |
| | RECORD HAS A STAMP OF APPROVAL BUT HAS NOT IDENTIFIED |
| | WHICH SUB-SYSTEM IS TO BE INSTALLED ON THIS JOB. GAF |
| | SINGLE PLY ROOF SYSTEM FL 16739-R26 WAS SUBMITTED THE |
| | DESIGNER STAMP OF APPROVAL ON THE COVER SHEET, PAGE 1 |
| | OF 137 TABLE 2D STEEL DECK NEW ROOF MECHANICALLY |
| | FASTENED ROOF PAGES 31-38 HIGHLIGHTED. ALSO ON PAGE 12 |
| | OF 137 SYSTEM S-45 HIGHLIGHTED WITH A DESIGN PRESSURE |
| | OF -45.0 *. AT THE TOP OF THE SHEET THIS IS FOR STEEL |
| | OR CONCRETE DECK. YOU CAN?T HIGHLIGHT 2 SYSTEMS. PLEASE |
| | PICK WHICH SUB-SYSTEM IS TO BE INSTALLED. PLEASE ALSO |
| | READ WHAT THE * MEANS. SEE PAGE 2 NOTE NUMBER 9 STATES |
| | THIS EXTRAPOLATION IS NOT PERMITTED FOR SYSTEMS MARKED |
| | WITH AN ASTERISK * MARK. |
| | |
| | 4) PLEASE PROVIDE A SURVEY OF THE PROPERTY AND PROPOSED |
| | BUILDING ON THE LOT AND DIMENSIONS TO EACH OF THE |
| | PROPERTY LINES. SHEET C-04 SUBMITTED BUT NOT A PROPOSED |
| | SURVEY. DETERMINATION OF FIRE RESISTANCE RATING |
| | REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE |
| | SEPARATION DISTANCE, 2020 FBC-BUILDING SECTION 602. |
| | |
| | 5A) SHEET C-04 SHOWS 30 PARKING SPACES 2 OF WHICH ARE |
| | ACCESSIBLE PARKING SPACES. THIS DRAWING SHOWS THE |
| | PARKING SPACES STRIPPED WITH A SINGLE LINE. 2020 |
| | ACCESSIBILITY CODE SECTION 502.2 VEHICLE SPACES. EACH |
| | PARKING SPACE MUST BE AT LEAST 12 FEET WIDE, SHALL BE |
| | MARKED TO DEFINE THE WIDTH, AND SHALL HAVE AN ADJACENT |
| | ACCESS AISLE COMPLYING WITH 502.3. |
| | ADVISORY 502.3.3MARKING THE METHOD AND MARKING OF COLOR |
| | OF MARKING ARE NOT SPECIFIED BY THESE REQUIREMENTS BUT |
| | MAY BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS. |
| | WEST PALM MUNI-CODE ARTICLE XV PARKING DETAIL, 94-485 |
| | ILLUSTRATES WITH MEASUREMENTS FOR DOUBLE STRIPE STALL |
| | PAINTING. |
| | |
| | 5B) 502.4 ACCESS AISLE & PARKING SPACE SAME LEVEL/ |
| | 502.4, FLOOR AND GROUND SURFACES. PARKING SPACES AND |
| | THE ACCESS AISLES SERVING THEM SHALL COMPLY WITH 302. |
| | ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING |
| | SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. |
| | EXCEPTION: SLOPES NOT GREATER THAN 1:48 SHALL BE |
| | PERMITTED. |
| | |
| | 6) THE LIFE SAFETY SHEET SHOWS SHELVING UNITS 90 INCHES |
| | IN HEIGHT AND 114 INCHES IN HEIGHT. THERE IS ALSO A |
| | NOTE THE MAXIMUM SHELVING UNIT HEIGHT IS 144 INCHES. |
| | SHELVING UNITS THAT ARE OVER 60 INCHES IN HEIGHT |
| | REQUIRE A SPERATE PERMIT AND REVIEW. 2020 W. P. B. |
| | ADMINISTRATIVE CODE SECTION 105.2 (6). THE SHELVING CAN |
| | BE REVIEWED UNDER THIS SET OF PLANS A SEPARATE PERMIT |
| | APPLICATION AND FEES ARE REQUIRED. |
| | |
| | 7) PLEASE PROVIDE WHERE I CAN FIND THE STEEL FOR THE |
| | TOP BOND BEAM. SHEET S1 DOES SHOW STEEL RE-INFORCEMENT |
| | OVER THE LINTELS BUT NOT IN THE BOND BEAM? 107.2.1.2 |
| | ADDITIONAL INFORMATION IS REQUIRED. THIS SAME SHEET |
| | PROVIDES THE VERTICAL BAR SIZE AND SPACING. |
| | |
| | 8) SHEET S-2 SHOWS THE BAR JOIST SPACING AND REQUIRED |
| | ADDITIONAL STEEL FOR RTU AND ROOF HATCH OPENINGS WITHIN |
| | THE ROOF FRAMING SYSTEM. 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 KEN CONRAD |
| | AT 561-805-6666. |
| | |
| | 9) SHEET S2 DETAIL 5 INDICATES A ROOF HATCH. COMPONENTS |
| | & CLADDING. SUBMIT THE PRODUCT APPROVAL FOR THE ROOF |
| | HATCH. 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) ROOF HATCHES. |
| | |
| | 10) SHEET S-2 DETAIL 3 STATES THAT THE ATTACHMENT OF |
| | THE RTU TO THE ROOF TOP CURB AS SPECIFIED BY THE CURB |
| | MANUFACTURER (CDI) INSTALLATION DRAWINGS. NOT FOUND IN |
| | THIS PERMIT PACKAGE. THE TIE DOWN NEEDS TO BE FOR 170 |
| | MPH VULT WIND ZONE/ 132 MPH VASD, 2020 FBC-M- 301.15 |
| | WIND RESISTANCE. |
| | MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE |
| | EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO |
| | RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH |
| | THE FLORIDA BUILDING CODE, BUILDING. |
| | FBC-B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND |
| | PRESSURE FOR EACH COMPONENT OR CLADDING ELEMENT IS TO |
| | BE DESIGNED FOR WIND PRESSURES COMPONENTS AND |
| | ATTACHMENTS. |
| | |
| | LATERAL FORCE-RESISTING SYSTEM |
| | FOR ALL ROOF TOP EQUIPMENT, CURBS, FANS OR A/C STANDS, |
| | AND OR VENTS, DETAILED ATTACHMENT TO THE ROOF FRAMING & |
| | DECK AS WELL AS FROM THE CURB OR ROOF STAND TO THE |
| | EQUIPMENT ABOVE. |
| | |
| | 2020 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. |
| | |
| | 11) 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. |
| | |
| | PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| | REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| | REVIEW CYCLE. |
| | |
| | |
| | MONDAY AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE |
| | WORKING FROM CITY HALL. |
| | MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM |
| | PART-TIME/ 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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