| Date |
Text |
| 2022-08-16 10:33:53 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 22040093 |
| | ADD: 3501 GEORGIA AVE. |
| | CONT: SCP CONSTRUCTION GROUP |
| | TEL: 561-599-4107 |
| | E-MAIL: SCPCONSTRUCTIONGROUP.COM |
| | |
| | 2020 FLORIDA BUILDING CODE W 2020 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. |
| | |
| | 3RD REVIEW |
| | DATE: TUES. AUG. 16 TH/2022 |
| | ACTION: DENIED |
| | |
| | 1-5) COMPLIED. |
| | |
| | 6A-6C) COMPLIED. |
| | |
| | 6D)3RD REQUEST. SHEET S-001, DETAIL 6 FRAME DETAIL |
| | SHOWS NEW WINDOW OPENING NEEDS TO SHOW COMPLIANCE WITH |
| | SECTIONS 2308.4.4, FRAMING AROUND WINDOWS, 2308.5.5 AND |
| | 2308.5.5.1. HEADERS, FULL LENGTH STUDS JACK STUDS AND |
| | ANCHORAGE WALL SYSTEM IS PART OF THE MAIN WIND FORCE |
| | RESISTING SYSTEM (MWFRS). HEADERS AND SILLS IN LOAD |
| | BEARING WALLS ARE NOT FLAT/ HORIZONTAL BUT VERTICAL IN |
| | THE OPENING. |
| | |
| | 7) COMPLIED. |
| | |
| | 8) SEMI -COMPLIED. SHEET 002 SHOWS A CLEAR SPAN OF 13 |
| | FEET 11 INCHES WITH A 2X6 ROOF FRAMING SYSTEM @ 16 |
| | INCHES ON CENTER. IN THE 2020 FBC-BUILDING CODE TABLE |
| | 2308.7.2(5) 2X6 SOUTHERN PINE # 2 GRADE @ 16 INCHES OC, |
| | 10LB DEAD LOAD ALLOWABLE MAX SPAN IS 11FT 2 INCHES. |
| | DEAD LOAD @ 20 MAX SPAN IS 10FEET. |
| | PLEASE REVIEW SPAN TABLE 2308.7.2(5) 2X8 SOUTHERN PINE |
| | # 2 GRADE @ 16 INCHES OC, 10LB DEAD LOAD ALLOWABLE MAX |
| | SPAN IS 14FEET 2 INCHES. |
| | 2ND REVIEW COMMENTS. PLEASE PROVIDE FROM WHAT RAFTER |
| | SPAN TABLES YOU CAME UP WITH A 2X4 SPANNING 13 FEET 11 |
| | INCHES PLEASE ALSO GIVE THE ROOF LIVE LOADS CEILING |
| | ATTACHED AND SPECIES AND GRADE OF WOOD. 2308.2.5 & |
| | TABLE 2308.7 RAFTER SPANS. THE SAME RAFTER TABLE IS |
| | 240, DEFLECTION SAME TABLE IS 240 FOR DRYWALL CEILINGS |
| | 1/360 IS PLASTER OR STUCCO CEILINGS LESS DEFLECTION TO |
| | STOP CEILING CRACKS. |
| | |
| | 9A) 3RD REQUEST. SEMI-COMPLIED. SUBMITTED NOA |
| | 18-0919.07PAGE 11 OF 27 WOOD INSULATED DECK SYSTEMS |
| | TYPE A. CALLED THE ENGINEER NO SUBSYSTEM HIGHLIGHTED. |
| | ENGINEERS RESPONSE STATES SEE OPTION # 1 NOT |
| | HIGHLIGHTED. |
| | |
| | 9B) NEW COMMENT. NOA 18-0919.07PAGE 11 OF 27 WOOD |
| | INSULATED DECK SYSTEMS TYPE A ENGINEERS RESPONSE STATES |
| | SEE OPTION # 1, NOT HIGHLIGHTED PLEASE HIGHLIGHT. FOR |
| | ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL ROOFING |
| | SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR ROOF |
| | ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS, IF |
| | ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3. |
| | FASTENER DENSITIES SHALL BE INCREASED FOR BOTH |
| | INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE |
| | WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION |
| | PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED |
| | PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. |
| | 1609.6.4.4.1 COMPONENTS & CLADDING. |
| | |
| | 9C) NEW COMMENT. THE TITLE-SHEET HAS THE WIND LOAD |
| | SCHEDULE FOR ROOF & WALL EFFECTIVE WIND AREA. PLEASE |
| | NOTE THE EFFECTIVE WIND AREA FOR ROOFS IN ALL ZONES IS |
| | TAKEN AT 10 SQ. FT. (FASTENERS). VASD ROOF LOADS (132) |
| | EXPOSURE C 15MRH ZONE # 1 +15.4/ -37.9, ZONE 2 +15.4/ |
| | -63.6 & ZONE 3 +15.4/ -95.7. |
| | WINDOWS AND DOORS EXPOSURE C 15 MRH OPENING SIZE @ 20 |
| | SQ. FT +36.2/ -39.4, 50 SQ. FT. + 33.9/ --37.1. YOU CAN |
| | INTERPOLATE BETWEEN OPENING SIZES. |
| | 2ND REVIEW CYCLE. SHEET 002 SHOWS COMPOSITE SHINGLES TO |
| | BE INSTALLED ON A ROOF WITH ? INCH SLOPE PER FOOT. |
| | PLEASE REVIEW SECTION 1507.2 FOR ASPHALT SHINGLES, |
| | MINIMUM SLOPE OF 2:12 WITH DOUBLE UNDERLAYMENT. NEED TO |
| | SUPPLY A DIFFERENT ROOFING MATERIAL. |
| | |
| | 10-12) COMPLIED |
| | |
| | 13) IMPACT FEES - DIGITAL SUBMITTALS: |
| | PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE |
| | DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS |
| | OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST |
| | FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE |
| | OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL |
| | IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME |
| | THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM |
| | CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS |
| | TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON |
| | APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO |
| | YOUR PROJECT OR EMAIL IT TO [email protected]. |
| | PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300 |
| | N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL. |
| | |
| | 14) 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. |
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| | |
| | 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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