| Date |
Text |
| 2019-03-06 10:34:49 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19020380 |
| | ADD: 2970 N MILITARY TRAIL / CONVENIENCE STORE / |
| | ANNEXATION IN PROGRESS |
| | 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: TUES. MARCH 5/ 2019 |
| | ACTION: DENIED |
| | |
| | 1) THIS PERMIT APPLICATION FOR ACONVENIENCE STORE & |
| | DUMPSTER ENCLOSURE IS FOR A PROPERTY BEING ANNEXED INTO |
| | THE CITY OF WEST PALM BEACH. NO PERMIT CAN BE ISSUED |
| | UNTIL THIS PROCESS IS COMPLETE. THE OTHER ISSUE IS A |
| | CONTRACTOR WILL NEED TO SIGN ON AS THE CONTRACTOR OF |
| | RECORD FOR THE REMOVAL OF THIS BUILDING. 2017 FLORIDA |
| | BUILDING CODE W 2017 WEST PALM BEACH AMENDMENTS TO THE |
| | FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION 105.1 |
| | REQUIRED. |
| | |
| | 2) STRUCTURAL CALCULATIONS BY JOHN N. KABAK P. E. |
| | APPEARS TO BE A SCANNED IN PAPER DOCUMENT, NO |
| | ELECTRONIC SIGNATURE. |
| | FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A |
| | SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE |
| | OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON |
| | ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS, |
| | SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS. |
| | |
| | 3) ENERGY CALCULATIONS BY COM-CHECK ON THE 2ND PAGE THE |
| | ARCHITECTS SIGNATURE AND SEAL (MARK SALOPEK) IS NOT AN |
| | ELECTRONIC SIGNATURE. |
| | FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A |
| | SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE |
| | OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON |
| | ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS, |
| | SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS. |
| | |
| | 4) THE SURFACE WATER MANAGEMENT REPORT DOES NOT STATE |
| | THAT THEY ARE AN ENGINEERING FIRM, NOR IS THERE A INDEX |
| | STATING OF WHAT PORTION A PARTICULAR ENGINEER WAS IN |
| | CONTROL OVER. |
| | 61G15-23.002(2)(B) FL. ADMIN. CODE. A COVER SHEET WITH |
| | LISTED PAGES OR INDEX SHEET FOR ENGINEERING |
| | SPECIFICATIONS MAY BE USED AND THAT SHEET MUST BE |
| | SIGNED IN RESPONSIBLE CHARGE OF THE PRODUCTION & |
| | PREPARATION OF EACH SECTION OF THE ENGINEERING |
| | SPECIFICATION WITH SUFFICIENT INFORMATION ON THE COVER |
| | SHEET OR INDEX LISTING HOW MANY PAGES ARE COVERED UNDER |
| | THE COVER SHEET OR INDEX SHEET. |
| | |
| | 5) IT WOULD APPEAR THAT THE COMPLETE SET OF 134 SHEETS |
| | ENCOMPASSING THE SUBMITTED PLANS ARE EITHER COPIES, OR |
| | JUST NOT ELECTRONICALLY SIGNED AND SEALED. |
| | 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING |
| | ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS, |
| | REPORTS OR OTHER DOCUMENTS. |
| | |
| | FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A |
| | SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE |
| | OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON |
| | ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS, |
| | SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS. |
| | |
| | 6A) PLEASE REMOVE THE SHEETS THAT ARE UNDER DIFFERENT |
| | PERMITS, DEMO SHEETS, DUMPSTER ENCLOSURE, CANOPY SHEETS |
| | AND THE UNDERGROUND TANKS AND ASSOCIATED PIPING AND |
| | ASSOCIATED PUMPS AND VENTING. PLEASE ALSO NOTE THAT AS |
| | OF THIS DATE NO PERMIT HAS BEEN APPLIED FOR THE |
| | UNDERGROUND TANKS. THIS PERMIT TO BE ISSUED MUST ALSO |
| | HAVE PALM BEACH COUNTY ERM APPROVAL. |
| | |
| | 6B) PLEASE ALSO INCLUDE THE SEQUENCE OR SCHEDULING OF |
| | THE CANOPY FOUNDATION AND UNDERGROUND TANK INSTALLATION |
| | BECAUSE OF THE DEPTH OF THE TANKS UNDERGROUND AND THE |
| | CLOSENESS TO THE CANOPY FOUNDATIONS. SHOW HOW |
| | COMPLIANCE WITH SECTION EXCAVATION NEAR FOUNDATIONS |
| | WILL BE COMPLIED WITH. |
| | THIS IS CRUCIAL SINCE THERE MAYBE 2 DIFFERENT |
| | CONTRACTORS INVOLVED, A BUILDING OR GENERAL CONTRACTOR |
| | FOR THE CANOPY AND A POLLUTANT STORAGE SYSTEM |
| | CONTRACTOR FOR THE UNDERGROUND TANKS, AND UNDERGROUND |
| | PIPING ASSOCIATED WITH THIS INSTALLATION. |
| | 2017 FBC-B 1803.5.7 EXCAVATION NEAR FOUNDATIONS. WHERE |
| | EXCAVATION WILL REDUCE SUPPORT FROM ANY FOUNDATION, A |
| | REGISTERED DESIGN PROFESSIONAL SHALL PREPARE AN |
| | ASSESSMENT OF THE STRUCTURE AS DETERMINED FROM |
| | EXAMINATION OF THE STRUCTURE, THE REVIEW OF AVAILABLE |
| | DESIGN DOCUMENTS AND, IF NECESSARY, EXCAVATION OF TEST |
| | PITS. THE REGISTERED DESIGN PROFESSIONAL SHALL |
| | DETERMINE THE REQUIREMENTS FOR UNDERPINNING AND |
| | PROTECTION AND PREPARE SITE-SPECIFIC PLANS, DETAILS AND |
| | SEQUENCE OF WORK FOR SUBMISSION. SUCH SUPPORT SHALL BE |
| | PROVIDED BY UNDERPINNING, SHEETING AND BRACING, OR BY |
| | OTHER MEANS ACCEPTABLE TO THE BUILDING OFFICIAL. |
| | |
| | 7) SHEET 050A001 ACCESSIBILITY DETAILS ALL USE THE 2010 |
| | ADA AS REFERENCE, PLEASE UPDATE THE PLANS TO THE 2017 |
| | FLORIDA ACCESSIBILITY CODE WHICH IS BLESSED BY THE |
| | DEPARTMENT OF JUSTICE SINCE IT IS MORE RESTRICTIVE THAN |
| | THE 2010 ADA. 2017 FBC-ACCESSIBILITY CODE 101 PURPOSE. |
| | |
| | 8) SHEET 050A001 ACCESSIBILITY DETAIL FIGURE 502.2 DOES |
| | NOT REFLECT THE STRIPPING DETAIL FOR THE CITY OF WEST |
| | PALM BEACH. THE 2017 ACCESSIBILITY CODE THE SECTION FOR |
| | MARKING 502.3.3 AND ADVISORY STATES THAT THE METHOD AND |
| | COLOR OF MARKING ARE NOT SPECIFIED BY THESE |
| | REQUIREMENTS BUT MAY BE ADDRESSED BY STATE OR LOCAL |
| | LAWS OR REGULATIONS. |
| | PLEASE REFER TO THE WEST PALM BEACH MUNI CODE ARTICLE |
| | XV PARKING, 94-485 STALL PAINTING DETAILS. |
| | |
| | 9) SHEET 050A001 ACCESSIBLE PARKING: NOTE F REFERS TO |
| | THE REQUIREMENT FOR SIGNAGE, PLEASE REFER TO FLORIDA |
| | STATUTE 553.5041 FOR ACCESSIBLE PARKING SIGN AND THE |
| | SIGN COLOR AND DESIGN APPROVED BY THE DEPARTMENT OF |
| | TRANSPORTATION (ACCESS. CODE 502.6.1.) |
| | |
| | 10) SHEET 050A001 DETAIL 8. PLEASE REFER TO THE 2017 |
| | FBC-ACCESSIBILITY CODE SECTION 904.5.1 SELF SERVING |
| | SHELVES AND DISPENSING DEVISES FOR TABLEWARE, DISHWARE, |
| | CONDIMENTS, FOOD AND BEVERAGES SHALL COMPLY WITH 308 OF |
| | THIS CODE. 308 IS REACH RANGES. |
| | |
| | 11A) SHEET 050A001 DETAIL 8 PLEASE ACCESSIBLE SEATING |
| | TO MEET THE REQUIREMENT OF ACCESS. CODE 226.2 |
| | DISPERSION. DINING SURFACES AND WORK SURFACES REQUIRED |
| | TO COMPLY WITH 902 SHALL BE DISPERSED THROUGHOUT THE |
| | SPACE OR FACILITY CONTAINING DINING SURFACES AND WORK |
| | SURFACES. |
| | 902.1 .DINING SURFACES AND WORK SURFACES SHALL COMPLY |
| | WITH 902.2 AND 902.3. ADVISORY 902.1 GENERAL. DINING |
| | SURFACES INCLUDE, BUT ARE NOT LIMITED TO, BARS, TABLES, |
| | LUNCH COUNTERS, AND BOOTHS. EXAMPLES OF WORK SURFACES |
| | INCLUDE WRITING SURFACES, BABY CHANGING AND OTHER |
| | TABLES OR FIXTURES FOR PERSONAL GROOMING, COUPON |
| | COUNTERS, AND WHERE COVERED BY THE ADA SCOPING |
| | PROVISIONS, EMPLOYEE WORK STATIONS. |
| | |
| | 11B) SHEET 052_A003 LIFE SAFETY PLAN. PLEASE SHOW |
| | COMPLIANCE WITH THE 2014 FBC-ACCESSIBILITY CODE; |
| | 226.1 WHERE DINING SURFACES ARE PROVIDED FOR THE |
| | CONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THE |
| | SEATING SPACES AND STANDING SPACES AT THE DINING |
| | SURFACES SHALL COMPLY WITH 902. |
| | 11C) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR |
| | SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD |
| | APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE |
| | COMPLYING WITH 306 SHALL BE PROVIDED. |
| | |
| | 11D) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND WORK |
| | SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES |
| | MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
| | |
| | 12) SHEET 050A001 DETAIL 10 TOILET / PLUMBING FIXTURES |
| | SHOWS CLEARANCES FOR WATER CLOSETS, PLEASE BE AWARE THE |
| | 2017 FBC-ACCESSIBILITY CODE FOR NEW CONSTRUCTION DOES |
| | REQUIRE THE LAV TO BE IN THE SAME COMPARTMENT BUT NOT |
| | IN THE CLEAR FLOOR SPACE FOR THE WATER CLOSET, SEE |
| | FIGURE 604.8.1.6. |
| | |
| | 13) PLEASE NOTE THE COVERSHEET 049_A000 STATES THE |
| | CONSTRUCTION TYPE FOR THIS BUILDING IS V-B AND |
| | UNSPRINKLERED. THE LIFE SAFETY SHEET DOES NOT PROVIDE |
| | THE SQUARE FOOTAGE OF THE WALK-IN COOLER. SHEET |
| | 059_A120 IS THE DIMENSION SHEET SO CALIBRATING AND |
| | MEASURING THE INTERIOR OF THE WALK-IN COOLER IT IS |
| | APPROXIMATELY 920 SQ. FT. NOT INCLUDING THE FREEZER. IN |
| | THE 2017 FBC-B SECTION 2603.4.1.3 LIMITS THE SQUARE |
| | FOOTAGE OF THE COOLER/ FREEZERS TO 400 SQ. FEET |
| | (ACCUMULATIVE) IN NON-SPRINKLERED BUILDINGS. |
| | SECTION 2603.4.1.2 HAS 4 LIMITATIONS THAT HAVE TO BE |
| | MET, THE LAST ONE IS THE COOLER WOULD HAVE TO BE |
| | PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM IN |
| | ACCORDANCE WITH 903.3.1.1. |
| | |
| | 14) SHEETS A410-A423 SHOW THE USE OF A FLUID APPLIED |
| | WEATHER BARRIER OVER 5/8 INCH DENSGLASS SHEATHING. |
| | PLEASE NOTE THERE IS NO DEFINITION OR REQUIREMENT FOR |
| | WEATHER BARRIER IN THE CODE, BUT THERE IS FOR A |
| | WATER-RESISTIVE BARRIER. |
| | DEFINITION: WATER-RESISTIVE BARRIER. A MATERIAL BEHIND |
| | AN EXTERIOR WALL COVERING THAT IS INTENDED TO RESIST |
| | LIQUID WATER THAT HAS PENETRATED BEHIND THE EXTERIOR |
| | COVERING FROM FURTHER INTRUDING INTO THE EXTERIOR WALL |
| | ASSEMBLY. PLEASE CHANGE YOUR TERMINOLOGY TO |
| | WATER-RESISTIVE BARRIER, MUST MEET THIS REQUIREMENT. |
| | THE 2017 FBC-B SECTION 1404.2 WATER-RESISTIVE BARRIER. |
| | 1404.2 WATER-RESISTIVE BARRIER. NOT FEWER THAN ONE |
| | LAYER OF NO.15 ASPHALT FELT, COMPLYING WITH ASTM D226 |
| | FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS, SHALL BE |
| | ATTACHED TO THE STUDS OR SHEATHING, WITH FLASHING AS |
| | DESCRIBED IN SECTION 1405.4, IN SUCH A MANNER AS TO |
| | PROVIDE A CONTINUOUS WATER-RESISTIVE BARRIER BEHIND THE |
| | EXTERIOR WALL VENEER. |
| | |
| | SINCE THE FLUID APPLIED WEATHER BARRIER IS NOT AN |
| | APPROVED METHOD OF A WATER-RESISTIVE BARRIER THE |
| | DESIGNER OF RECORD CAN REVIEW FBC-B 1404.1. MATERIALS |
| | USED FOR THE CONSTRUCTION OF EXTERIOR WALLS SHALL |
| | COMPLY WITH THE PROVISIONS OF THIS SECTION. MATERIALS |
| | NOT PRESCRIBED HEREIN SHALL BE PERMITTED, PROVIDED THAT |
| | ANY SUCH ALTERNATIVE HAS BEEN APPROVED. |
| | |
| | THE DESIGNER OF RECORD CAN REQUEST IN WRITING TO THE |
| | BUILDING OFFICIAL ROBERT BROWN THIS TYPE OF |
| | WATER-RESISTIVE BARRIER BE ACCEPTED AND APPROVED UNDER: |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 104.11 ALTERNATIVE MATERIALS, DESIGN AND |
| | METHODS OF CONSTRUCTION AND EQUIPMENT. THE PROVISIONS |
| | OF THIS CODE ARE NOT INTENDED TO PREVENT THE |
| | INSTALLATION OF ANY MATERIAL OR TO PROHIBIT ANY DESIGN |
| | OR METHOD OF CONSTRUCTION NOT SPECIFICALLY PRESCRIBED |
| | BY THIS CODE, PROVIDED THAT ANY SUCH ALTERNATIVE HAS |
| | BEEN APPROVED. AN ALTERNATIVE MATERIAL, DESIGN OR |
| | METHOD OF CONSTRUCTION SHALL BE APPROVED WHERE THE |
| | BUILDING OFFICIAL FINDS THAT THE PROPOSED DESIGN IS |
| | SATISFACTORY AND COMPLIES WITH THE INTENT OF THE |
| | PROVISIONS OF THIS CODE, AND THAT THE MATERIAL, METHOD |
| | OR WORK OFFERED IS, FOR THE PURPOSE INTENDED, AT LEAST |
| | THE EQUIVALENT OF THAT PRESCRIBED IN THIS CODE IN |
| | QUALITY, STRENGTH, EFFECTIVENESS, FIRE RESISTANCE, |
| | DURABILITY AND SAFETY. |
| | WHEN ALTERNATE LIFE SAFETY SYSTEMS ARE DESIGNED, THE |
| | SFPE ENGINEERING GUIDE TO PERFORMANCE-BASED FIRE |
| | PROTECTION ANALYSIS AND DESIGN OF BUILDINGS, OR OTHER |
| | METHODS APPROVED BY THE BUILDING OFFICIAL MAY BE USED. |
| | THE BUILDING OFFICIAL SHALL REQUIRE THAT SUFFICIENT |
| | EVIDENCE OR PROOF BE SUBMITTED TO SUBSTANTIATE ANY |
| | CLAIM MADE REGARDING THE ALTERNATIVE. |
| | 104.11.1 RESEARCH REPORTS. SUPPORTING DATA, WHERE |
| | NECESSARY TO ASSIST IN THE APPROVAL OF MATERIALS OR |
| | ASSEMBLIES NOT SPECIFICALLY PROVIDED FOR IN THIS CODE, |
| | SHALL CONSIST OF VALID RESEARCH REPORTS FROM APPROVED |
| | SOURCES. |
| | 104.11.2 TESTS. WHENEVER THERE IS INSUFFICIENT EVIDENCE |
| | OF COMPLIANCE WITH THE PROVISIONS OF THIS CODE, OR |
| | EVIDENCE THAT A MATERIAL OR METHOD DOES NOT CONFORM TO |
| | THE REQUIREMENTS OF THIS CODE, OR IN ORDER TO |
| | SUBSTANTIATE CLAIMS FOR ALTERNATIVE MATERIALS OR |
| | METHODS, THE BUILDING OFFICIAL SHALL HAVE THE AUTHORITY |
| | TO REQUIRE TESTS AS EVIDENCE OF COMPLIANCE TO BE MADE |
| | AT NO EXPENSE TO THE JURISDICTION. TEST METHODS SHALL |
| | BE AS SPECIFIED IN THIS CODE OR BY OTHER RECOGNIZED |
| | TEST STANDARDS. IN THE ABSENCE OF RECOGNIZED AND |
| | ACCEPTED TEST METHODS, THE BUILDING OFFICIAL SHALL |
| | APPROVE THE TESTING PROCEDURES. TESTS SHALL BE |
| | PERFORMED BY AN APPROVED AGENCY. REPORTS OF SUCH TESTS |
| | SHALL BE RETAINED BY THE BUILDING OFFICIAL FOR THE |
| | PERIOD REQUIRED FOR RETENTION OF PUBLIC RECORDS. |
| | |
| | 15) SHEET 057_A110 NOTE 30 INDICATES THE PLACEMENT OF A |
| | PROPANE CAGE WITH CYLINDERS ON THE EXTERIOR OF THE |
| | BUILDING. |
| | PLEASE PROVIDE THE AMOUNT OF 20 LB. PROPANE CYLINDERS |
| | THAT CAN BE CONTAINED IN THIS CAGE AND COMPLIANCE WITH |
| | THE: |
| | 2017 FBC-B F] 414.6 OUTDOOR STORAGE, DISPENSING AND |
| | USE. THE OUTDOOR STORAGE, DISPENSING AND USE OF |
| | HAZARDOUS MATERIALS SHALL BE IN ACCORDANCE WITH THE |
| | FLORIDA FIRE PREVENTION CODE. |
| | |
| | F] 414.6.1.2 SEPARATION DISTANCE. THE DISTANCE FROM THE |
| | STRUCTURE TO BUILDINGS, LOT LINES, PUBLIC WAYS OR MEANS |
| | OF EGRESS TO A PUBLIC WAY SHALL BE NOT LESS THAN THE |
| | DISTANCE REQUIRED FOR AN OUTSIDE HAZARDOUS MATERIAL |
| | STORAGE OR USE AREA WITHOUT WEATHER PROTECTION. |
| | |
| | [F] 414.6.1.3 NONCOMBUSTIBLE CONSTRUCTION. THE OVERHEAD |
| | STRUCTURE SHALL BE OF APPROVED NONCOMBUSTIBLE |
| | CONSTRUCTION WITH A MAXIMUM AREA OF 1,500 SQUARE FEET. |
| | |
| | 16) SHEET 092_S000 INDICATES THE WIND DESIGN AND THE |
| | UPPER RIGHT CORNER OF THE SHEET THE COMPONENTS & |
| | CLADDING PRESSURES IN (VULT 170 MPH) WHICH ARE REVIEWED |
| | AND CORRECT. PLEASE SUBMIT A COMPONENTS AND CLADDING |
| | TABLE IN VASD FOR THE EXPOSURE C SINCE ALL OF THE |
| | PRODUCT APPROVALS ARE IN VASD. THANK YOU FOR YOUR |
| | COOPERATION. 1609.3.1 WIND SPEED CONVERSION VULT TO |
| | VASD. |
| | |
| | 17) THE COVERSHEET PROVIDES A LIST OF APPROVED PRODUCT |
| | APPROVALS, THIS LIST CAN BE DEFERRED SUBMITTALS, AFTER |
| | PERMIT ISSUANCE. PLEASE SEE LIST OF PRODUCTS THAT MAY |
| | OR MAY NOT BE ON YOUR APPROVED LIST. |
| | 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, MULLIONS & ROOF HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, HARDI PLANK CMC PANELS AND AMC |
| | PANELS |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT |
| | CONCRETE INSULATION, CURBS & ADAPTORS, ROOF TOP |
| | VENTILATORS & EXHAUST FANS |
| | (E) SHUTTERS |
| | (F) SKYLIGHTS |
| | (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C |
| | STANDS |
| | |
| | 18) 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.. |
| | |
| | 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. |
| | |
| | 19) 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF |
| | THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. |
| | |
| | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| | THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 20) 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. |
| | |
| | 21) EFIS SYSTEMS: PLEASE PROVIDE THE PRODUCT APPROVAL |
| | FOR THE SYSTEM TO BE INSTALLED. PLEASE ALSO PROVIDE THE |
| | MANUFACTURERS INSTALLATION BROCHURE PROVIDING |
| | COMPLIANCE WITH 2014 FBC-B SECTIONS; |
| | 1408.2 PERFORMANCE CHARACTERISTICS. |
| | 1408.2 PERFORMANCE CHARACTERISTICS. |
| | 1408.3 STRUCTURAL DESIGN. |
| | 1408.4 WEATHER RESISTANCE. |
| | 1408.4.1 EIFS WITH DRAINAGE. |
| | 408.4.1.1 WATER-RESISTIVE BARRIER. |
| | 1408.5 INSTALLATION. |
| | |
| | 22) ROOFING: 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. |
| | |
| | 23) PLEASE BE ADVISED UNDER THE 2017 FBC-B SECTIONS |
| | 1704 AND 1705 ARE RESERVED. FOR THE STRUCTURAL/ |
| | BUILDING PORTION FOR INSPECTIONS THE CITY BUILDING |
| | INSPECTORS WILL COMPLETE ALL SCHEDULED INSPECTIONS WITH |
| | THE EXCEPTION OF WELDED AND BOLTED CONNECTIONS WITH |
| | STRUCTURAL STEEL. A 3RD PARTY ENGINEER IS TO COMPLETE |
| | JOBSITE INSPECTIONS OF WELDED AND BOLTED CONNECTIONS |
| | AND CERTIFY 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. |
| | |
| | 24) SHEET 107_M300 DETAIL 8 INDICATES HOW THE ROOF TOP |
| | CONDENSER IS TO BE MOUNTED TO THE EQUIPMENT RACK BUT |
| | NOT TO THE ROOF DECK. SHEET 100_S432 DETAIL 10 DOES |
| | INDICATE ANCHORAGE TO THE ROOF BUT NEITHER DETAIL SHOWS |
| | COMPLIANCE WITH THE 2017 FBC-B TABLE 1510.10 CLEARANCE |
| | BELOW RAISED ROOF MOUNTED MECHANICAL UNITS. |
| | |
| | 25) ADDITIONAL INFORMATION IS REQUIRED? SHEET S200 THE |
| | ROOF FRAMING PLAN ON THE SIDE PATIO ROOF FRAMING THERE |
| | IS A SECTION DETAIL 3 & 4 / S433. DETAIL 4 OCCURS AT |
| | BOTH ENDS OF THE PATIO COVER ALLOWING THE BRICK VENEER |
| | WALL TO CONTINUE BEHIND THE ROOF FRAMING. DETAIL # 3 |
| | THE CENTER PORTION OF THE PATIO ROOF DECK IT WOULD |
| | APPEAR THE VENEER BRICK WALL STOPS BENEATH THE BOTTOM |
| | OF THE STRUCTURAL STEEL FRAMING, THE ROOF METAL DECK |
| | CONTINUES BACK INSIDE THE STEEL INFILL WALL AND THE |
| | BRICK WORK SITS ON TOP OF THE ROOF METAL DECK WITHOUT |
| | ANY STRUCTURAL SUPPORT? PLEASE CLARIFY THIS DETAIL, |
| | THANK YOU. 107.2.1.2 ADDITIONAL INFORMATION IS |
| | REQUIRED. THE ARCHITECTURAL SHEET 080_A431 DETAIL 11 |
| | MATCHES THE STRUCTURAL DETAILS FOR BOTH ENDS, DETAIL 1 |
| | ON SHEET 078_A423 SHOW THE ROOF DECK STOPPING ON THE |
| | EXTERIOR SIDE OF THE BRICK, NOT CLEAR WHERE THE BRICK |
| | STOPS AND STARTS IN REGARDS TO THE STRUCTURAL DECK |
| | MEMBERS? |
| | |
| | 26) 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. |
| | |
| | 27) 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. |
| | |
| | |
| | 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] |
| | |
