| Date |
Text |
| 2017-07-25 17:20:29 | 2014 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17070253 |
| | ADD: 1803 S. AUSTRALIAN AVE. |
| | CONT: DRY ART CONSTRUCTION |
| | TEL: 561-436-3703 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: MON. JULY 24TH/ 2017 |
| | ACTION: DENIED |
| | |
| | 1) THE SURVEY SUBMITTED BY PM SURVEYING LIST THIS |
| | PROPERTY IN A B FLOOD ZONE. USING THE ADOPTED FIRM MAPS |
| | DATED MARCH 1, 1979 COMMUNITY PANEL NUMBER 120229 0020 |
| | B THIS SITE IS LOCATED IN AN A-9 FLOOD ZONE THE |
| | FREEBOARD AT THAT TIME WOULD HAVE BEEN AN ADDITIONAL 6 |
| | INCHES OR FINISH FLOOR ABOVE 13 FOOT 6 INCHES. THIS |
| | BUILDING IS CONSIDERED A POST FIRM BUILDING WITH THE |
| | PERMIT APPLICATION FOR THIS BUILDING DATED 10/19/79. |
| | THE BUILDING AT THAT TIME WAS ALSO ADDRESSED OFF OF |
| | (OLD) OKEECHOBEE RD., 1501 OLD OKEECHOBEE RD. THIS |
| | BUILDING IS TO BE CONSIDERED SUBSTANTIAL IMPROVEMENT AS |
| | WELL SINCE THE PROPERTY APPRAISERS OFFICE LIST THE |
| | IMPROVED VALUE OF THIS BUILDING AT $687,288.00 DOLLARS |
| | IN VALUE AND THE RENOVATION AND ADDITION ARE VALUED AT |
| | OVER 50% OF THE APPRAISED (PALM BEACH COUNTY PROPERTY |
| | APPRAISERS OFFICE) BUILDING VALUE. PLEASE PROVIDE A NEW |
| | SURVEY SHOWING THE PROPERTY IN AN A9 FLOOD ZONE AND |
| | PLEASE PROVIDE A FLOOD ZONE CERTIFICATE. PLEASE MAKE |
| | REFERENCE TO ELEVATIONS IN NGVD 29, THE CITY IS STILL |
| | USING THIS REFERENCE UNTIL AUGUST 28/ 2017 WHEN THE NEW |
| | MAPS WILL BE ADOPTED AND A 2 FOOT FREEBOARD |
| | REQUIREMENT. |
| | |
| | FBC BUILDING 1612 AND CITY OF WPB CODE OF ORDINANCES |
| | SECTION 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD |
| | ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED. |
| | PLEASE REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS |
| | REQUIRE AN ADDITIONAL 6 INCHES/ (12 INCHES OF ELEVATION |
| | IF PERMIT APPLICATION IS ON OR AFTER SEPT. 12/2016. |
| | |
| | DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE |
| | REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES |
| | REQUIRED: |
| | (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE |
| | PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR |
| | HEIGHT. W. P. B. ADMINISTRATIVE CODE 107.3.5.1.1 |
| | BUILDING MINIMUM PLAN REVIEW CRITERIA FOR COMMERCIAL |
| | BUILDINGS. (8) FLOOD REQUIREMENTS ELEVATIONS, |
| | ENCLOSURES, FLOOD DAMAGE-RESISTANT MATERIALS. |
| | (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND |
| | ELEVATION CERTIFICATE IS REQUIRED. W. P. B. |
| | ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS 1.2 |
| | FLOOR/ SLAB INSPECTION. IN FLOOD HAZARD AREAS, UPON |
| | PLACEMENT OF THE LOWEST FLOOR, INCLUDING BASEMENT, AND |
| | PRIOR TO FURTHER VERTICAL CONSTRUCTION, THE ELEVATION |
| | CERTIFICATION, REQUIRED IN SECTION 1612.5, SHALL BE |
| | SUBMITTED TO THE BUILDING OFFICIAL. |
| | (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY |
| | OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE |
| | CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR |
| | ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS. |
| | W. P. B. ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS |
| | (6) FINAL INSPECTION. TO BE MADE AFTER THE BUILDING IS |
| | COMPLETED AND READY FOR OCCUPANCY. 6.1. LOWEST FLOOR |
| | ELEVATION. IN FLOOD HAZARD AREAS, AS PART OF THE FINAL |
| | INSPECTION, A FINAL CERTIFICATION OF THE LOWEST FLOOR |
| | ELEVATION SHALL BE SUBMITTED TO THE AUTHORITY HAVING |
| | JURISDICTION. |
| | FEMA NEW FORM AVAILABLE JUNE 13/2016. |
| | OMB NO. 1660-0008 |
| | EXPIRATION DATE: NOV. 30/2018 |
| | HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM |
| | |
| | 2) DISCREPANCY IN OCCUPANT LOADS. THE COVERSHEET A-00 |
| | LIST THE OCCUPANT LOAD FOR THE I-2 OCCUPANCY 10,373 SQ. |
| | FT./ 240= 44 OCCUPANTS WHEREAS THE LIFE SAFETY SHEET |
| | LIST THE TOTAL AMOUNT OF OCCUPANTS AT 75 OCCUPANTS. THE |
| | LIFE SAFETY SHEET HAS THE CORRECT OCCUPANT LOAD AND |
| | CALCULATIONS. PLEASE UPDATE THE PLANS SEE 2014 FBC-B |
| | TABLE 1004.1.2 |
| | |
| | 3) WITH THE OCCUPANT LOAD OF 50 OR MORE IN I-2 |
| | OCCUPANCY THE RISK CATEGORY OF THE BUILDING IS |
| | INCREASED TO A RISK CATEGORY III AND WIND SPEED TO 180 |
| | MPH VULT. GROUP I-2 OCCUPANCIES WITH AN OCCUPANT LOAD |
| | OF 50 OR MORE RESIDENT CARE RECIPIENTS BUT NOT HAVING |
| | SURGERY OR EMERGENCY TREATMENT FACILITIES, IF THE |
| | FACILITY DOES HAVE SURGERY OR EMERGENCY TREATMENT |
| | FACILITIES THEN THE STRUCTURES RISK CATEGORY BECOMES AN |
| | IV. |
| | |
| | 4A) THE OTHER ISSUE THE FRONT COVER SHEET A00 LIST THIS |
| | STRUCTURE AS A B EXPOSURE. TO THE NORTHEAST THERE IS A |
| | C SURFACE ROUGHNESS AS WELL AS TO THE SOUTH AND |
| | SOUTHEAST. SEE THE 2014 FBC-B EXPOSURE CATEGORY |
| | 1609.4.2 SURFACE ROUGHNESS. THIS SURFACE ROUGHNESS |
| | SHALL APPLY TO ANY BUILDING LOCATED WITHIN SURFACE |
| | ROUGHNESS B TYPE TERRAIN WHERE THE BUILDING IS WITHIN |
| | 100 FEET HORIZONTALLY IN ANY DIRECTION OF OPEN AREAS OF |
| | SURFACE ROUGHNESS C OR D TYPE TERRAIN THAT EXTENDS MORE |
| | THAN 600 FEET IN THE UPWIND DIRECTION AND WIDTH GREATER |
| | THAN 150 FEET. |
| | |
| | 4B) THE ADJUSTMENT FACTORS WILL COME INTO PLAY WITH THE |
| | ASSOCIATED PRESSURES FOR A C EXPOSURE, SEE TABLE |
| | 1609.7(2) ADJUSTMENT FACTORS FOR BUILDING HEIGHT AND |
| | EXPOSURE. |
| | |
| | 5) SHEET A-00: |
| | 5A) THE SITE PLAN PROVIDED SHOWS 31 PARKING SPACES ONLY |
| | ONE OF THE SPACES IS AN ACCESSIBLE PARKING SPACE WITH |
| | ACCESS AISLE. THE 2014 FBC-ACCESSIBILITY CODE TABLE |
| | 208.2 PARKING SPACES REQUIRES 2 ACCESSIBLE PARKING |
| | SPACES AND ACCESS AISLES FOR 26 TO 50 PARKING SPACES. |
| | |
| | 5B) THE SITE PLAN ALSO SHOWS THE PARKING SPACES 18 AND |
| | 19 TO BE UNDER THE PORTE COCHERE BUT NOT THE ACCESSIBLE |
| | PARKING STALL. THE PLAN DOES NOT PROVIDE EQUIVALENT |
| | FACILITATION SECTION 103 OF THE ACCESSIBILITY CODE. IF |
| | COVERED PARKING IS PROVIDED THEN AT LEAST ONE |
| | ACCESSIBLE SPACE IS REQUIRED TO BE ALSO UNDER THE PORT |
| | COCHERE OR AN EQUIVALENCY TO. |
| | |
| | 5C) WITH THE REQUIREMENT OF A NEW ACCESSIBLE PARKING |
| | SPACE PLEASE PROVIDE COMPLIANCE WITH THE 2014 |
| | FBC-ACCESSIBILITY CODE 502.4 GROUND SURFACES 502.4 |
| | FLOOR OR GROUND SURFACES. |
| | PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL |
| | COMPLY WITH 302. ACCESS AISLES SHALL BE AT THE SAME |
| | LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN |
| | LEVEL ARE NOT PERMITTED. EXCEPTION: SLOPES NOT STEEPER |
| | THAN 1:48 SHALL BE PERMITTED. |
| | |
| | 5D)(1) WITH THE ADDITION OF THE PORTE COCHERE PLEASE |
| | ALSO NOTE THIS BEING A DROP OFF ZONE WILL NEED TO SHOW |
| | COMPLIANCE WITH THE ACCESS. CODE 209.2.1 PASSENGER |
| | LOADING ZONES. PASSENGER LOADING ZONES, EXCEPT THOSE |
| | REQUIRED TO COMPLY WITH 209.2.2 AND 209.2.3, SHALL |
| | PROVIDE AT LEAST ONE PASSENGER LOADING ZONE COMPLYING |
| | WITH 503 IN EVERY CONTINUOUS 100 LINEAR FEET (30 M) OF |
| | LOADING ZONE SPACE, OR FRACTION THEREOF. |
| | |
| | 5D)(2) 2014 FBC-ACCESS. CODE 209.3 MEDICAL CARE AND |
| | LONG-TERM CARE FACILITIES. AT LEAST ONE PASSENGER |
| | LOADING ZONE COMPLYING WITH 503 SHALL BE PROVIDED AT AN |
| | ACCESSIBLE ENTRANCE TO LICENSED MEDICAL CARE AND |
| | LICENSED LONG-TERM CARE FACILITIES WHERE THE PERIOD OF |
| | STAY EXCEEDS TWENTY-FOUR HOURS. |
| | |
| | 5E) THE SITE PLAN SHOWS (2) NEW SIDEWALKS THAT ENTER |
| | THE BUILDING. PLEASE PROVIDE THE SLOPES FOR THE |
| | SIDEWALKS DO THEY RISE FROM THE PARKING LOT TO THE NEW |
| | LANDING NEXT TO THE DOORS? PLEASE PROVIDE THE CHANGE IN |
| | GRADE AND CROSS SLOPES? ARE THESE SIDEWALKS TO BE |
| | CONSIDERED RAMPS BECAUSE OF THE ELEVATION CHANGE? |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED TO BE ABLE |
| | TO DETERMINE CODE COMPLIANCE. |
| | |
| | 6) SHEET A-02; |
| | 6A) PLEASE NOTE THE WALL LEGEND SHOWS A CROSSED HATCHED |
| | WALL AS A 1 HOUR FIRE RATED ASSEMBLY, WHEREAS SHEETS |
| | A-03 & A-04 BOTH SHOW THESE WALLS TYPES AS NEW GYPSUM |
| | PARTITIONS. PLEASE PROVIDE HOW COMPLIANCE WITH FBC-B |
| | 407.5 SMOKE BARRIERS. SMOKE BARRIERS SHALL BE PROVIDED |
| | TO SUBDIVIDE EVERY STORY USED BY PERSONS RECEIVING |
| | CARE, TREATMENT OR SLEEPING AND TO DIVIDE OTHER STORIES |
| | WITH AN OCCUPANT LOAD OF 50 OR MORE PERSONS, INTO NO |
| | FEWER THAN TWO SMOKE COMPARTMENTS. 407.3 CORRIDOR WALL |
| | CONSTRUCTION. |
| | CORRIDOR WALLS SHALL BE CONSTRUCTED AS SMOKE PARTITIONS |
| | IN ACCORDANCE WITH SECTION 710. |
| | |
| | 6B) PLEASE PROVIDE HOW COMPLIANCE WITH FBC-B 407.4.3.5 |
| | CARE SUITES CONTAINING SLEEPING ROOM AREAS. |
| | SLEEPING ROOMS SHALL BE PERMITTED TO BE GROUPED INTO |
| | CARE SUITES WITH ONE INTERVENING ROOM IF ONE OF THE |
| | FOLLOWING CONDITIONS IS MET: |
| | 1. THE INTERVENING ROOM WITHIN THE CARE SUITE IS NOT |
| | USED AS AN EXIT ACCESS FOR MORE THAN EIGHT CARE |
| | RECIPIENT BEDS. |
| | 2. THE ARRANGEMENT OF THE CARE SUITE ALLOWS FOR DIRECT |
| | AND CONSTANT VISUAL SUPERVISION BY CARE |
| | PROVIDERS. |
| | |
| | 6C) PLEASE PROVIDE CALCULATIONS FOR COMPLYING WITH |
| | FBC-B 407.5.1 REFUGE AREA. |
| | |
| | 7A) NEITHER SHEET A-00.1 NOR A-01 SHOW COMPLIANCE WITH |
| | THE 2014 ACCESSIBILITY CODE 223.2 DETOXIFICATION |
| | FACILITIES SHALL HAVE AT LEAST 10 % BUT NOT FEWER THAN |
| | ONE, OF THE PATIENT SLEEPING ROOMS SHALL PROVIDE |
| | MOBILITY FEATURES COMPLYING WITH 805. |
| | |
| | 7B) ACCESSIBILITY CODE 805.2 TURNING SPACE. |
| | |
| | 7C) 805.3 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE |
| | COMPLYING WITH 305 SHALL BE PROVIDED ON EACH SIDE OF |
| | THE BED. A CLEAR FLOOR SPACE SHALL BE POSITIONED FOR A |
| | PARALLEL APPROACH TO THE SIDE OF THE BED. |
| | |
| | 7D) 805.4. TOILET & BATHING ROOMS TOILET AND BATHING |
| | ROOMS THAT ARE PART OF THE PATIENT OR RESIDENT SLEEPING |
| | ROOM SHALL COMPLY WITH 603. WHERE PROVIDED, NO FEWER |
| | THAN ONE WATER CLOSET, ONE LAVATORY, AND ONE BATHTUB OR |
| | SHOWER SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF |
| | 603 THROUGH610. |
| | |
| | 7E) THE PLANS DO NOT PROVIDE COMPLIANCE FOR ACCESSIBLE |
| | SIGNAGE AS PER REQUIRED PER SECTION 216.1 OF THE |
| | ACCESSIBILITY CODE. SIGNS SHALL BE PROVIDED IN |
| | ACCORDANCE WITH ALL OF SECTION 216 AND SHALL COMPLY |
| | WITH 703. |
| | |
| | 8) SHEETS A-06, A-07, A-09 & S-01 ARE ALL IN VULT FOR |
| | 170 MPH EXPOSURE B. ALSO SEE COMMENT # 3. PLEASE UPDATE |
| | THE PLANS TO THE 180 VULT, EXPOSURE C AND THE N CONVERT |
| | PRESSURES INTO VASD SINCE THE PRODUCT APPROVALS ARE ALL |
| | IN VASD. 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | 9) / 2014 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. NOA |
| | 16-0629.16 COMPLY WITH COMMENT #10 |
| | (B) WINDOWS & MULLIONS FL 14604.8 PROVIDE THE FLORIDA |
| | REPORT COVERSHEET!!!!!!!!!! (A) |
| | 14608.3 PROVIDE THE FLORIDA REPORT COVERSHEET!!!!!!!!!! |
| | (B) ONLY ONE REPORT SUBMITTED |
| | 14632.5 PROVIDE THE FLORIDA REPORT COVERSHEET!!!!!!!!!! |
| | SEE COMMENT # 10 COMPLY |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP |
| | VENTILATORS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 10) 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 INFORMATION IF REQUIRED, ATTACHMENTS AND |
| | ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2014 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. |
| | |
| | 11) 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, |
| | THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE |
| | AND DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS, |
| | FASTENING REQUIREMENTS, FLASHING REQUIREMENTS AND WIND |
| | RESISTANCE RATING THAT ARE REQUIRED TO BE INSTALLED. |
| | PRODUCT EVALUATION AND INSTALLATION SHALL INDICATE |
| | COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR THE |
| | SPECIFIC SITE. |
| | |
| | 12) FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS |
| | WHICH ARE REGULATED BY THE DCA RULE 9N-03 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.. |
| | |
| | 13) IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE |
| | ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY. |
| | THE ACTUAL PERMIT SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE |
| | PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 14) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES |
| | AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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. |
| | |
| | THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE |
| | COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR |
| | ON SUBSEQUENT REVIEWS. |
| | |
| | JAMES A. WITMER BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. |
| | WEST PALM BEACH. FL 33402 |
| | |
