| Date |
Text |
| 2020-11-30 07:58:21 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20110271 |
| | ADD: 2300 45TH ST. |
| | CONT: TBD/TO BE DETERMINED |
| | TEL: ??? |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: 11/30/2020 |
| | ACTION: DENIED |
| | |
| | 1) THIS MAIN BUILDING PERMIT WILL INCLUDE THE REVIEWS |
| | FOR THE MECHANICAL, ELECTRICAL, PLUMBING & ROOFING |
| | PERMITS. REVIEWS AND ASSOCIATED FEES FOR ALL OTHER |
| | PERMITS ARE NOT INCLUDED UNDER THIS PERMIT. |
| | SEPARATE PERMITS ARE REQUIRED FOR FIRE SPRINKLER, FIRE |
| | ALARM, RACK STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR |
| | ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK |
| | IN COOLERS & FREEZERS, CANOPIES, ALL LOW VOLTAGE |
| | PERMITS, GENERATORS & FUEL TANKS WITH FILL STATIONS, |
| | GAS PERMIT, POOL, JACUZZI AND ASSOCIATED SUB-PERMITS, |
| | AWNING, SCREEN ENCLOSURES, CANOPY, FENCE, LANDSCAPE, |
| | IRRIGATION, AUGER CAST PILE AND OR FOUNDATION OR |
| | STRUCTURE ONLY PERMIT WILL BE SEPARATE REVIEWS AND |
| | ASSOCIATED FEES WITH EACH PERMIT. |
| | |
| | 2) THE COVERSHEET LIST ALL PRODUCT APPROVALS FOR |
| | COMPONENTS AND CLADDING FOR THIS BUILDING. PLEASE NOTE |
| | THAT NONE OF THE SUBMITTED PRODUCT APPROVALS SHOW |
| | COMPLIANCE WITH 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. |
| | REVIEWS FOR ALL PRODUCT APPROVALS WILL NOT OCCUR UNTIL |
| | COMMENTS 2-5 ARE ADDRESSED. PLEASE ALSO NOTE SINCE THE |
| | SUBMITTED PRODUCT APPROVALS ARE BEING REVIEWED BEFORE |
| | PERMIT ISSUANCE ANY CHANGE IN PRODUCT APPROVALS WILL BE |
| | A REVISION FOR EACH PRODUCT. |
| | |
| | 3) PRODUCT APPROVALS WITH GLAZING UNITS, IDENTIFY |
| | GLAZING/ MULLIONS. PLEASE IDENTIFY ON 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, TYPE OF GLAZING, MULLION SIZE, LENGTH |
| | IF UNREINFORCED OR REINFORCED INFORMATION IF REQUIRED, |
| | ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING |
| | SIZE. 2017 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. |
| | |
| | 4) KAWNEER STOREFRONT PRODUCT APPROVAL FL8787-R9 ONLY |
| | THE 3 FRONT PAGES OF THE REPORT WERE UPLOADED, NONE OF |
| | THE TECHNICAL PAGES WERE LOADED. 107.2.1.2 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 5) PLEASE BE AWARE OF THE CURRENT FLORIDA PRODUCT |
| | APPROVAL FL14207-R20 FOR SYSTEM SC-210 HAS A DIFFERENT |
| | GRADE STEEL DECK AND LOWER PRESSURES -30.0 PSF. THE |
| | CURRENT PRODUCT APPROVAL ON THE STATE WEBSITE IS TO BE |
| | USED. DIFFERENCE IN PRODUCT APPROVALS. 107.2.1.2 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 6A) SHEET S1-0 UNDER THE HEADING FOUNDATION/ EARTHWORKS |
| | LIST A SOILS REPORT ESC PROJECT # 25:3387-A DATED |
| | 11-26TH /2019, THIS REPORT WAS NOT SUBMITTED IN THIS |
| | REVIEW. QUESTIONABLE SOILS. 1803.5.2 QUESTIONABLE SOIL. |
| | WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY |
| | OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE |
| | SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE |
| | BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A |
| | GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
| | |
| | 6B) DOES THE SOILS REPORT ADDRESS CONCERNS ABOUT THE |
| | UNDERGROUND STORAGE TANKS AND CLOSENESS OF CANALS AND |
| | UNDER GROUND WATER. TO DATE THERE HAS BEEN NO SOILS |
| | REPORT SUBMITTED AS TO THE WATER TABLE LEVEL, AND HOW |
| | OR IF DEWATERING WILL BE REQUIRED AT THIS SITE SINCE |
| | THERE IS A CANAL JUST WEST OF THIS PROPERTY. |
| | |
| | 6C) DOES THE SOILS REPORT ADDRESS THE CONCERNS ABOUT |
| | 2017 FBC-B 1804.1. EXCAVATION NEAR FOUNDATIONS. |
| | EXCAVATION FOR ANY PURPOSE SHALL NOT REDUCE THE LATERAL |
| | SUPPORT FROM ANY FOUNDATION OR ADJACENT FOUNDATION |
| | WITHOUT FIRST UNDERPINNING OR PROTECTING THE FOUNDATION |
| | AGAINST DETRIMENTAL LATERAL OR VERTICAL MOVEMENT, OR |
| | BOTH. |
| | |
| | 7) NO ACTION NEEDED. COMPONENTS & CLADDING PRESSURES |
| | FOUND ON S1-0 ARE GOOD IN VASD. |
| | |
| | 8) SHEET S3-0 THE ROOF FRAMING PLAN SHOWS BOTH WELDED |
| | AND 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 FOR FIELD WIELDING, ON THE JOB-SITE |
| | WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED. |
| | REPORTS SUBMITTED TO BUILDING INSPECTOR AT TIME OF |
| | FRAMING INSPECTION. |
| | 2017 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 S3-0 IN THE BOTTOM LEFT CORNER OF THE PAGE |
| | METAL DECK ATTACHMENT SCHEDULE. SHEET S6-0 OFFERS 3 |
| | METAL DECK TYPE 22-GAUGE, 20-GAUGE & 18-GAUGE DECKING. |
| | UNDER THE SIDE LAP FASTENER THERE IS GIVEN OPTIONS AS |
| | TO FASTENER TYPE AND GAUGE OF METAL. PLEASE NOTE THAT |
| | THE GAUGE OF ROOFING METAL DOES NEED TO MATCH THAT OF |
| | THE ROOFING PRODUCT APPROVAL AND ANCHORS. PLEASE SEE |
| | CITY AMENDMENT FOR OPTIONS, NO OPTIONS. |
| | 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION 107.2.1. W.P.B. |
| | ADMINISTRATIVE CODE/2017 DRAWINGS & SPECIFICATIONS |
| | SHALL CONTAIN INFORMATION, IN THE FORM OF NOTES OR |
| | OTHERWISE, AS TO THE QUALITY OF MATERIALS, WHERE |
| | QUALITY IS ESSENTIAL TO CONFORMITY WITH THE TECHNICAL |
| | CODES. SUCH INFORMATION SHALL BE SPECIFIC TO THE |
| | TECHNICAL CODES "CODE SECTIONS SHALL NOT BE CITED AS A |
| | WHOLE OR IN PART, NOR THE TERM "LEGAL" OR ITS |
| | EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC |
| | INFORMATION, NO OPTIONS". 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. |
| | |
| | 10) SHEET 6-0 THERE ARE 2 OPTIONS FOR ANCHORING THE OF |
| | THE ROOF TOP CURB TO THE ROOF FRAMING. IN BOTH MOUNTING |
| | OPTIONS OF THE RTU TO THE ROOF TOP CURB, PRE-ENGINEERED |
| | RTU TIE-DOWNS TO FBC/ ASCE 7-10 BY SPECIALTY ENGINEER |
| | SIZE, QUANTITY AND PLACEMENT OF TIE-DOWNS SHALL BE |
| | REQUIRED BY THE TIE DOWN SUPPLIER FOR EACH RTU. GC TO |
| | SUBMIT SIGNED AND SEALED TIE-DOWN ENGINEERING & DETAILS |
| | FOR REVIEW AND APPROVAL BY THE DESIGNER OF RECORD |
| | BEFORE BEING FORWARDED TO THE BUILDING DEPARTMENT. |
| | |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC. |
| | |
| | DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING |
| | DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE |
| | DELEGATED ENGINEER SHALL FORWARD THE DELEGATED |
| | ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR |
| | REVIEW. |
| | |
| | 11) SHEET A3-1 DETAIL 9 CONDENSING UNIT ROOF SUPPORT |
| | DETAIL REFERS TO ALUMINUM A/C STAND (MIAMI TECH) EITHER |
| | MIAMI-DADE NOA OR FLORIDA APPROVAL. PLEASE PROVIDE THE |
| | PRODUCT APPROVAL OF CHOICE AND PLEASE PROVIDE |
| | COMPLIANCE WITH: |
| | THE ROOF TOP A/C STAND PRODUCT APPROVALS, TO BE |
| | REVIEWED BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE |
| | FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW) |
| | OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND, |
| | THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS, |
| | WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES, |
| | ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE |
| | STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL |
| | IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED |
| | BEFORE SUBMISSION TO THE BUILDING DEPARTMENT. |
| | 2017 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. |
| | |
| | 12) 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. |
| | |
| | PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID |
| | 19 |
| | IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS |
| | 561-718-9724. |
| | |
| | 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 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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