| Date |
Text |
| 2020-09-23 16:58:37 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20090083 |
| | ADD: 301 SOUTHERN BLVD. |
| | CONT: TBD/ TO BE ANNOUNCED |
| | TEL: ??? |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2017 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: WED. SEPT. 23RD/ 2020 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A0.1 PLEASE CLARIFY UNDER THE HEADING SUMMARY |
| | OF WORK THE NOTES THE ONLY BUILDING DEMOLITION TO TAKE |
| | PLACE IS THE 2ND STORY ADDITION WHERE BELOW THE DRIVE |
| | THRU WAS WHEN THIS BUILDING WAS A BANK. 107.2.1.2 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 2A) SHEET A0.1 PLEASE CLARIFY UNDER THE HEADING SUMMARY |
| | OF WORK THE NOTES THE REMODEL OF EXISTING SINGLE-STORY |
| | STRUCTURE. |
| | PALM BEACH COUNTY PROPERTY APPRAISERS OFFICE STATES |
| | THERE IS A BASEMENT, IS THERE A BASEMENT OR IS THERE A |
| | MEZZANINE IN THE SINGLE-STORY PORTION OF THE BUILDING? |
| | YEARS AGO WHEN IT WAS A BANK IT APPEARED TO HAVE A |
| | MEZZANINE? NOT A BASEMENT? 107.2.1.2 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 2B) PLEASE BREAK OUT THE EITHER BASEMENT OR MEZZANINE |
| | SQUARE FOOTAGE AND OCCUPANT LOAD FOR THIS AREA. IT |
| | APPEARS THE SQ. FOOTAGE IS APPROXIMATELY 1,695 SQ. FT. |
| | EVEN WHEN YOU DIVIDE THE TOTAL 1695/300= 5.65 OCCUPANTS |
| | WHICH ROUNDS UP TO 6 OCCUPANTS REQUIRING VERTICAL |
| | ACCESSIBILITY. PLEASE REVIEW THE 2017 FBC-ACCESSIBILITY |
| | CODE SECTION 201.1.1.(3). FLORIDA ACCESSIBILITY GRAY |
| | BOX. |
| | |
| | 2C) THE PLANS INDICATE SHEET A1.5 A 1ST FLOOR WITH |
| | BASEMENT SHEET A0.1 DOES NOT GIVE WHAT TYPE OF STORAGE |
| | IS GOING TO BE IN THE BASEMENT S1 OR S2 FBC-B TABLE |
| | 508.4 DOES NOT REQUIRE SEPARATION FOR A S1 STORAGE ON |
| | THE 1ST OR ANY OTHER SAME FLOOR. A S-2 STORAGE WOULD |
| | REQUIRE FIRE SEPARATION. PLEASE REVIEW FIRE BARRIER |
| | SEPARATION BUILD. CODE FOR HORIZONTAL FIRE BARRIER |
| | SEPARATION TABLE 7073.10S1 WOULD REQUIRE 3 HOUR AND S2 |
| | WOULD REQUIRE 2 HR. |
| | |
| | 2D) SHEET A0.1 DOES NOT GIVE THE TABLE FOR TRAVEL |
| | DISTANCE WITH ONLY ONE EXIT. EXIT ACCESS CAN TRAVEL |
| | MORE THAN ONE ADJACENT STORY FBC-B 1006.3 YOU DO NOT |
| | USE TABLE 1006.2.1 THAT IS FOR GRADE. PLEASE REVIEW IN |
| | THE 2017 FBC-B TABLE 1006.3.2(2) FOR FIRST STORY ABOVE |
| | OR BELOW GRADE PLANE THE MAXIMUM COMMON PATH OF TRAVEL |
| | OF EGRESS TRAVEL DISTANCE IS LIMITED TO 75 FEET. WHEN |
| | VIEWING SHEET A2.0 WITH THE OUTLINE OF THE BASEMENT |
| | USING THE MEASURING TOOL IN THE PROGRAM AND CALIBRATING |
| | THE TOOL THE TRAVEL DISTANCE IS OVER 120 FT. WITHOUT |
| | ACCOUNTING FOR THE STAIR INCLINE. |
| | |
| | 3A) SHEET A1.3 THE SITE PLAN APPEARS TO BE 26 PARKING |
| | SPACES AND ONLY ONE IS ACCESSIBLE. PLEASE REVIEW THE |
| | 2017 FBC-ACCESSIBILITY CODE TABLE 208.2. WHEN THERE ARE |
| | 26 TO 50 PARKING SPACES THEN 2 HAVE TO BE ACCESSIBLE |
| | PARKING SPACES. |
| | |
| | 3B) THE SITE PLAN SHOWS THE PARKING SPACES WITH A |
| | SINGLE LINE. ACCESSIBLE PARKING SPACE / STALL PAINTING. |
| | 2017 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. |
| | |
| | |
| | 4A) SHEET A1.4. DUMPSTER DO TAKE A SEPARATE PERMIT |
| | REVIEW AND ASSOCIATED FEES. DETAIL # 3 STATES FOOTING |
| | DETAIL AND CMU WALL BOTH REFER TO STRUCTURAL SHEETS. |
| | SUBMIT THE STRUCTURAL SHEET WITH DETAILS FOR REVIEW. |
| | |
| | 4B) DUMPSTER ENCLOSURES. DUMPSTERS NEED TO BE ABLE TO |
| | BE ROLLED OUT BY THE CURB SIDE ON YOUR SERVICE DAYS. |
| | PLEASE PROVIDE THE DETAILED SPECS. FOR THE ENCLOSURE TO |
| | ENSURE COMPLIANCE WITH THE PUBLIC WORKS LATEST |
| | SPECIFICATIONS SEE THE LINK LISTED BELOW: |
| | LINK TO DUMPSTER ENCLOSURE SPECIFICATIONS: |
| | HTTPS://WPB.ORG/GETATTACHMENT/DEPARTMENTS/ENGINEERING-P |
| | UBLIC-WORKS/ENGINEERING-STANDARDS-DETAIL/DUMP |
| | STER-ENCLOSURE-SPEC-_GC-8_REVISED-6-13-19.PDF;?LANG=EN- |
| | US |
| | |
| | 4C) OTHER PERMITS THAT ARE NOT INCLUDED IN THIS REVIEW |
| | ARE FIRE SPRINKLER, FIRE ALARM, RACK STORAGE, EXHAUST |
| | HOODS, ANSUL SYSTEMS OR ALTERNATIVE AUTOMATIC |
| | FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS & FREEZERS, |
| | ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL TANKS, 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. |
| | |
| | 5) SHEET A2.0: |
| | 5A) (1) DOOR 109 PLEASE REVIEW IN THE 2017 FBC-ACCESS. |
| | CODE FIGURE 404.2.4.3 MANEUVERING CLEARANCES AT |
| | RECESSED DOORS. |
| | |
| | 5A)(2) 2017 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS |
| | OF EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THE |
| | INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001 |
| | SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL |
| | BUILDING CODE (2003 EDITION). |
| | 2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS |
| | IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY |
| | ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE |
| | SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS. |
| | |
| | 6) SHEET A2.1 ENLARGED RESTROOM PLAN & DETAILS: |
| | 6A) THE BACK WALL OF THE RESTROOM IS NOT DIMENSIONED TO |
| | SEE IF THE RESTROOMS ARE CODE COMPLIANT. |
| | CLEARANCES AT WATER CLOSETS. 604.3 CLEARANCE. |
| | CLEARANCES AROUND THE WATER CLOSETS AND IN TOILET |
| | COMPARTMENTS SHALL COMPLY WITH 604.3. 604.3.1. SIZE. |
| | CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES |
| | MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND |
| | 56 INCHES MINIMUM PERPENDICULAR FROM THE REAR WALL. |
| | NOTE THE MINIMUM BACK WALL MEASUREMENT SHOULD BE 7 FOOT |
| | 1 INCH WHEN THE LAV IS CENTERED AT 15 INCHES FROM THE |
| | SIDE WALL. PLANS SHOW THE LAV CENTERED AT 16 ? INCHES. |
| | |
| | 6B) ACCESS. CODE SECTION 603.2.3 DOOR SWING AND |
| | EXCEPTION 2. I BELIEVE THIS HOW YOU ARE STRIVING TO |
| | SHOW CODE COMPLIANCE. WHAT IS MISSING IS THE REQUIRED |
| | CLEAR FLOOR SPACE BEYOND THE ARC OF THE DOOR. IT IS |
| | USUALLY SHOWN AT A 45-DEGREE ANGLE TO THE ENTRY DOOR. |
| | |
| | 6C) DETAIL # 8 THE TOILET PAPER DISPENSER NEEDS |
| | ADJUSTMENT. TOILET PAPER DISPENSERS. 604.7. THE TOILET |
| | PAPER DISPENSER SHALL COMPLY WITH 309.4 AND SHALL BE 7 |
| | INCHES MINIMUM TO 9 INCHES MAXIMUM IN FRONT OF THE |
| | WATER CLOSET MEASURED TO THE CENTERLINE OF THE |
| | DISPENSER. |
| | |
| | 7) SHEET S102 SHOWS NEW OPEN WEB STEEL JOIST, DECK AND |
| | NEW C15X 33.9 STEEL BEAMS. WELDED 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. |
| | |
| | 8) SHEET S301 SHOW THE ROOF HEIGHT AT 17 FEET 9 INCHES |
| | HOW WILL ACCESS BE MADE FOR THE ROOF TOP MECHANICAL |
| | EQUIPMENT? |
| | 2017 FBC-M 306.5 EQUIPMENT AND APPLIANCES ON ROOFS OR |
| | ELEVATED STRUCTURES. |
| | WHERE EQUIPMENT REQUIRING ACCESS OR APPLIANCES ARE |
| | LOCATED ON AN ELEVATED STRUCTURE OR THE ROOF OF A |
| | BUILDING SUCH THAT PERSONNEL WILL HAVE TO CLIMB HIGHER |
| | THAN 16 FEET (4877 MM) ABOVE GRADE TO ACCESS SUCH |
| | EQUIPMENT OR APPLIANCES, AN INTERIOR OR EXTERIOR MEANS |
| | OF ACCESS SHALL BE PROVIDED. SUCH ACCESS SHALL NOT |
| | REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER THAN 30 |
| | INCHES (762 MM) IN HEIGHT OR WALKING ON ROOFS HAVING A |
| | SLOPE GREATER THAN 4 UNITS VERTICAL IN 12 UNITS |
| | HORIZONTAL (33-PERCENT SLOPE). SUCH ACCESS SHALL NOT |
| | REQUIRE THE USE OF PORTABLE LADDERS. WHERE ACCESS |
| | INVOLVES CLIMBING OVER PARAPET WALLS, THE HEIGHT SHALL |
| | BE MEASURED TO THE TOP OF THE PARAPET WALL. |
| | |
| | 9) NOTICE ONLY, NO ACTION NEEDS TO BE TAKEN. SHEET S001 |
| | INDICATES THE WALL AND ROOF PRESSURES IN VASD, THEY ARE |
| | GOOD!!!! |
| | |
| | 10) THE SHEET A-01 INDICATES DEFERRED SUBMITTAL |
| | INDICATES SEE SHEET A6.0 FOR PRODUCT APPROVALS. A FULL |
| | LIST OF REQUIRED PRODUCT APPROVALS FOR COMPONENTS AND |
| | CLADDING SEE BELOW: |
| | 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, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT |
| | CONCRETE INSULATION, ROOF TOP VENTILATORS |
| | (E) SHUTTERS |
| | (F) SKYLIGHTS |
| | (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C |
| | STANDS |
| | |
| | 11) 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.. |
| | |
| | 12) DEFERRED SUBMITTALS AS REQUESTED ON SHEET A-01. |
| | 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. |
| | |
| | 13) 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. |
| | |
| | 14) 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 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] |
| | |
| | |
