| Date |
Text |
| 2019-03-11 10:17:20 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19020741 |
| | ADD: 430 HAMPTON RD |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: 315-374-7292 |
| | 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: MON. MARCH 11/ 2019 |
| | ACTION: DENIED |
| | |
| | 1) SHEET T-1.0: |
| | |
| | 1A) ARCHITECT BHARAT R. PATEL SIGNATURE IS A COPIED |
| | SIGNATURE, (SIGNATURE IS PIXILATED). 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. |
| | |
| | 1B) THE COVERSHEET LIST THE APPLICABLE CODES WITH THE |
| | EXCEPTION OF THE 2017 FLORIDA BUILDING CODE-EXISTING |
| | BUILDING. ALL OF THE FLORIDA BUILDING CODES WERE |
| | ADOPTED STATEWIDE ON DEC. 31/ 2017. |
| | |
| | 1C) THE COVERSHEET ALSO IS MISSING THE METHOD FROM |
| | WHICH THE PLANS WERE DEVELOPED. SEE THE 2017 FLORIDA |
| | BUILDING CODE, EXISTING BUILDING SECTION: |
| | 301.1. THE REPAIR, ALTERATION, CHANGE OF OCCUPANCY, |
| | ADDITION OR RELOCATION OF ALL EXISTING BUILDINGS SHALL |
| | COMPLY WITH ONE OF THE METHODS LISTED IN SECTIONS |
| | 301.1.1 THROUGH 301.1.3 AS SELECTED BY THE APPLICANT. |
| | SECTIONS 301.1.1 THROUGH 301.1.3 SHALL NOT BE APPLIED |
| | IN COMBINATION WITH EACH OTHER. |
| | 301.1.1 PRESCRIPTIVE COMPLIANCE METHOD. |
| | 301.1.2 WORK AREA COMPLIANCE METHOD. |
| | 301.1.3 PERFORMANCE COMPLIANCE METHOD. |
| | |
| | 1D) THE COVERSHEET LIST THIS BUILDING HAVING A SQUARE |
| | FOOTAGE OF 1548 SQ. FT. AND AN OCCUPANT LOAD OF 15 |
| | OCCUPANTS. |
| | THE 2017 FBC-B TABLE 1004.1.2 LIST A BUSINESS OCCUPANCY |
| | AS 100 SQ. FT. GROSS. 1548/100 = 15.48 OCCUPANTS, |
| | OCCUPANTS ARE ALWAYS ROUNDED UP TO THE NEXT WHOLE |
| | NUMBER, NO PARTIAL OCCUPANTS. SEE BOAF INTERPRETATIONS. |
| | (BOAF- BUILDING OFFICIALS ASSOCIATION OF FLORIDA). |
| | |
| | 1E) THE COVERSHEET LIST THE WIND DESIGN CRITERIA AS |
| | WELL AS SHEET S3 BUT THE ASSOCIATED PRESSURES FOR THIS |
| | WIND DESIGN ARE NOT GIVEN IN VULT OR VASD. WE WOULD |
| | PREFER TO SEE THE PRESSURES LISTED IN VASD SINCE ALL OF |
| | THE PRODUCT APPROVALS ARE ALSO IN VASD. 2017 FBC-B |
| | 1603.1.4 WIND DESIGN DATA.(5.) DESIGN WIND PRESSURES TO |
| | BE USED FOR EXTERIOR COMPONENTS AND CLADDING MATERIALS |
| | NOT SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN |
| | PROFESSIONAL RESPONSIBLE FOR THE DESIGN OF THE |
| | STRUCTURE, PSF. |
| | 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | 1F) THE COVERSHEET LIST DESIGN LOADS, GIVEN ARE THE |
| | ROOF LOADS OF 25PSF DL + 30PSF LL BUT THERE ARE NO |
| | FLOOR LOADS GIVEN. SHEET S3 THE FLOOR LOADS ARE GIVEN |
| | AT 40 PSF LL + 25 PSF DL. SHEET S3 DOES NOT PROVIDE THE |
| | DEFLECTION LIMITATIONS FOR THE SUPPORTING FLOOR |
| | MEMBERS. SHEET S1 INDICATES THE FLOOR FRAMING MEMBERS |
| | AT 2-0 FEET ON CENTER BUT NOT THE DEPTH OF THE FRAMING |
| | MEMBERS. THE CONCERNS ARE UNDER THE 2017 FBC-EXISTING |
| | BUILDING CODE 1007.1: |
| | BUILDINGS OR PORTIONS THEREOF SUBJECT TO A CHANGE OF |
| | OCCUPANCY WHERE SUCH CHANGE IN THE NATURE OF OCCUPANCY |
| | RESULTS IN HIGHER UNIFORM OR CONCENTRATED LOADS BASED |
| | ON THE FLORIDA BUILDING CODE, BUILDING, TABLE 1607.1 |
| | SHALL COMPLY WITH THE GRAVITY LOAD PROVISIONS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | EXCEPTION: STRUCTURAL ELEMENTS WHOSE STRESS IS NOT |
| | INCREASED BY MORE THAN 5 PERCENT. |
| | |
| | UNDER THE TABLE 1607.1 THE LIVE LOADS FOR RESIDENTIAL |
| | BEDROOMS COULD HAVE BEEN DESIGNED TO 30 LBS. PER SQ. |
| | FT., THE OTHER HABITAL AREAS TO 40 LBS. PER SQ. FT. |
| | WITH THE CHANGE OF OCCUPANCY TO THE BUSINESS OCCUPANCY |
| | THE LIVE LOAD FLOOR LOADS ARE NOW 50 LBS. PER SQ. FT. |
| | WITH THE ADDITIONAL LIVE LOAD TO 50 LBS. IT EXCEEDS THE |
| | ALLOWABLE 0.05 PER CENT. |
| | |
| | IF YOU LOOK AT TABLE 2308.4.2.1(2) WITH THE JOIST |
| | SPACED AT 2.0 FT. C/C FOR SS SOUTHERN PINE FOR |
| | RESIDENTIAL LIVING AREAS 40 PSF DEFLECTION 360 YOU GET |
| | A SPAN OF 8 FT. 11 INCHES FOR 2X6. TAKEN AT 30 PSF |
| | (BEDROOMS) THE SPAN IS ONLY 9 FEET 9 INCHES. THE SPANS |
| | VERY FROM 13 FEET TO 13.5 FEET FOR 2X6. PLEASE VERIFY |
| | THE FLOOR JOIST SIZE AND SPACING. FOR STICK BUILT HOMES |
| | THEY MAY HAVE USED THE 2 FEET C/C OR 16 INCHES ON |
| | CENTER, IT IS CRUCIAL TO KNOW THE FLOOR SPACING AND |
| | SIZE OF THE FLOOR FRAMING MEMBERS. |
| | |
| | THE OTHER ISSUE WITH APPLYING FLOOR TILE TO A WOOD |
| | FLOOR JOIST SYSTEM, IF THERE IS TOO MUCH DEFLECTION IN |
| | THE FLOOR SYSTEMS THE AREAS WHERE THE DEFLECTION IS |
| | STRESSED FOR WOOD FLOORS IT WOULD NOT BE NOTICED BUT |
| | WHERE TILE IS INSTALLED, THE MORTAR JOINTS WILL CRACK |
| | BECAUSE OF THE FLOOR MOVEMENT!!!! |
| | |
| | 2) SHEET A-0.3 THE LIFE SAFETY PLAN INDICATES THERE ARE |
| | TOO BE 2 EXITS FROM THE BUILDING, PLEASE SHOW |
| | COMPLIANCE WITH: EXISTING BUILDING CODE 1001.2.2 CHANGE |
| | OF OCCUPANCY CLASSIFICATION OR GROUP. WHERE THE |
| | OCCUPANCY CLASSIFICATION OF A BUILDING CHANGES, THE |
| | PROVISIONS OF SECTIONS 1002 THROUGH 1012 SHALL APPLY. |
| | THIS INCLUDES A CHANGE OF OCCUPANCY CLASSIFICATION AND |
| | A CHANGE TO ANOTHER GROUP WITHIN AN OCCUPANCY |
| | CLASSIFICATION. |
| | 1001.2.2 CHANGE OF OCCUPANCY CLASSIFICATION OR GROUP. |
| | WHERE THE OCCUPANCY CLASSIFICATION OF A BUILDING |
| | CHANGES, THE PROVISIONS OF SECTIONS 1002 THROUGH 1012 |
| | SHALL APPLY. THIS INCLUDES A CHANGE OF OCCUPANCY |
| | CLASSIFICATION AND A CHANGE TO ANOTHER GROUP WITHIN AN |
| | OCCUPANCY CLASSIFICATION. |
| | |
| | 1012.8 ACCESSIBILITY. EXISTING BUILDINGS THAT UNDERGO A |
| | CHANGE OF GROUP OR OCCUPANCY CLASSIFICATION SHALL |
| | COMPLY WITH THE PROVISIONS OF THE FLORIDA BUILDING |
| | CODE, ACCESSIBILITY. |
| | |
| | 2017 ACCESS. CODE 206.2.2 WITHIN A SITE. AT LEAST ONE |
| | ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, |
| | ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND |
| | ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. SHOW ON |
| | THE SITE PLAN THE ACCESSIBLE ENTRANCE, WALKWAYS AND |
| | ACCESSIBLE PARKING SPACE. |
| | |
| | 3) ACCESSIBLE PARKING: NO SITE PLAN WAS SUBMITTED SHOW |
| | THE ACCESSIBLE PARKING NOR THE DIMENSIONS. PLEASE |
| | REVIEW ACCESS. CODE SECTION: |
| | 502.3.3 MARKING. |
| | |
| | ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE |
| | PARKING IN THEM. |
| | |
| | THE ACCESS AISLE MUST BE STRIPED DIAGONALLY TO |
| | DESIGNATE IT AS A NO-PARKING ZONE. |
| | |
| | ADVISORY 502.3.3 MARKING. THE METHOD AND COLOR OF |
| | MARKING ARE NOT SPECIFIED BY THESE REQUIREMENTS BUT MAY |
| | BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS. |
| | BECAUSE THESE REQUIREMENTS PERMIT THE VAN ACCESS AISLE |
| | TO BE AS WIDE AS A PARKING SPACE, IT IS IMPORTANT THAT |
| | THE AISLE BE CLEARLY MARKED. |
| | FLORIDA LAW, S. 553.5041(5)(C)1., REQUIRES DIAGONAL |
| | STRIPING OF ACCESS AISLES. |
| | |
| | PLEASE SEE WEST PALM MUNI CODE ARTICLE XV PARKING STALL |
| | PAINTING DETAIL. |
| | |
| | 3) UNDER THE CHANGE OF OCCUPANCY IN THE EXISTING |
| | BUILDING CODE SECTION 1012.8 REQUIRES YOU TO GO THE |
| | 2017 ACCESS. CODE SECTION: |
| | |
| | 202.4.2 ACCESSIBLE FEATURES IN THE EVENT OF |
| | DISPROPORTIONALITY. WHEN THE COST OF ALTERATIONS |
| | NECESSARY TO MAKE THE PATH OF TRAVEL TO THE ALTERED |
| | AREA FULLY ACCESSIBLE IS DISPROPORTIONATE TO THE COST |
| | OF THE OVERALL ALTERATION, THE PATH OF TRAVEL SHALL BE |
| | MADE ACCESSIBLE TO THE EXTENT THAT IT CAN BE MADE |
| | ACCESSIBLE WITHOUT INCURRING DISPROPORTIONATE COSTS. IN |
| | CHOOSING WHICH ACCESSIBLE ELEMENTS TO PROVIDE, PRIORITY |
| | SHOULD BE GIVEN TO THOSE ELEMENTS THAT WILL PROVIDE THE |
| | GREATEST ACCESS, IN THE FOLLOWING ORDER: (I) AN |
| | ACCESSIBLE ENTRANCE; (II) AN ACCESSIBLE ROUTE TO THE |
| | ALTERED AREA; (III) AT LEAST ONE ACCESSIBLE RESTROOM |
| | FOR EACH SEX OR A SINGLE UNISEX RESTROOM; (IV) |
| | ACCESSIBLE TELEPHONES; (V) ACCESSIBLE DRINKING |
| | FOUNTAINS; AND (VI) WHEN POSSIBLE, ADDITIONAL |
| | ACCESSIBLE ELEMENTS SUCH AS PARKING, STORAGE, AND |
| | ALARMS. |
| | |
| | THIS SECTION WILL REQUIRE THE CONTRACTOR TO USE UP TO |
| | 20% OF THE CONTRACT VALUE FOR ACCESSIBLE UPGRADES. IF |
| | THE BUILDING AND SITE CANNOT BE MADE 100% ACCESSIBLE, |
| | THEN WE NEED A LETTER ON EITHER THE DESIGN PROFESSIONAL |
| | OR CONTRACTORS LETTER HEAD ITEMIZING WHERE THE FUNDS |
| | WERE TO BE SPENT AND IN THE ORDER LISTED ABOVE UNDER |
| | SECTION 202.4.2 UNTIL THEY MEET DISPROPORTIONALITY. |
| | |
| | 4) BOTH SHEETS A-0.1 AND A-4.0 BOTH SHOW THE RESTROOM |
| | GRAB BAR BEING MEASURED FROM THE CENTERLINE OF THE GRAB |
| | BAR TO THE FINISH FLOOR. PLEASE BE AWARE OF A CHANGE IN |
| | THE 2010 ACCESSIBILITY CODE AND CURRENT VERSION OF THE |
| | 2017 FBC-ACCESS. CODE SECTION 609.4 POSITION OF GRAB |
| | BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL |
| | POSITION, 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE |
| | THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING |
| | SURFACE, NOT CENTERLINE. |
| | |
| | 5) THE SUBMITTED PRODUCT APPROVAL NOA 16-0218.03 PGT |
| | MULLION TUBE WAS INITIALED Y THE DESIGN PROFESSIONAL |
| | BUT NONE OF THE MULLION SECTIONS WERE IDENTIFIED WITHIN |
| | THE REPORT. |
| | 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. |
| | |
| | 6) IMPACT FEES- PAPER SUBMITTALS. PLANS REQUIRE REVIEW |
| | BY THE PBC IMPACT FEE OFFICE. CALL (561) 233-5025. UPON |
| | APPROVAL, YOU MAY CHECK OUT ONE PLAN SET AND TAKE TO |
| | THAT OFFICE FOR REVIEW. PLEASE RETURNED STAMPED AND |
| | WITH A COPY OF THE RECEIPT AS APPLICABLE. PLEASE |
| | PROVIDE THE MUNICIPAL IMPACT FEE QUESTIONNAIRE FORM TO |
| | THE PBC IMPACT FEE OFFICE. THE FORM CAN BE FOUND AT: HT |
| | TP://DISCOVER.PBCGOV.ORG/PZB/ADMINISTRATION/PDF/IMPACTF |
| | EES/FORMS/QUESTIONNAIRE.PDF |
| | |
| | 7) 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] |
| | |
| | |
