Date |
Text |
2016-05-04 15:08:13 | BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 16040412 |
| ADD: 1600 N DIXIE HWY. |
| CONT: TBD/ TO BE DETERMINED |
| TEL: (561)662-1927 |
| 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: WED. MAY 04/2016 |
| ACTION: DENIED |
| |
| 1A) THE COVER SHEET INDICATES THE PLANS WERE DEVELOPED |
| TO THE 2010 FBC CODE. STATEWIDE JUNE 30/2015 THE 2014 |
| FBC-B/ 5TH EDITION WAS ADOPTED STATEWIDE. |
| |
| 1B) THE COVERSHEET THE INDEX IS MISSING (4) SHEETS THAT |
| ARE IN THE PLAN SET. SHEET D-2.0, A-1.0, A-2.1 & A-7.1. |
| |
| 1C) THE COVERSHEET INDIATES THIS FACILITY CURRENTLY |
| DOES NOT HAVE FIRE SPRINKLERS, THIS IS A CHANGE OF |
| OCCUPANCY FROM A LOUNGE A2 TO A B OCCUPANCY/ AMBULATORY |
| CARE FACILITY. |
| 2014 EXIST. BLDG. CODE SECTION 1004 FIRE PROTECTION. |
| 1004.1. FIRE PROTECTION REQUIREMENTS OF SECTION 1012 |
| SHALL APPLY WHERE A BUILDING OR PORTIONS THEREOF |
| UNDERGO A CHANGE OF OCCUPANCY CLASSIFICATION. |
| |
| 2014 EXISTING BLDG CODE. 1012.1.1 COMPLIANCE WITH |
| CHAPTER 9. THE REQUIREMENTS OF CHAPTER 9 SHALL BE |
| APPLICABLE THROUGHOUT THE BUILDING FOR THE NEW |
| OCCUPANCY CLASSIFICATION BASED ON THE SEPARATION |
| CONDITIONS SET FORTH IN SECTIONS 1012.1.1.1 AND |
| 1012.1.1.2. |
| |
| 2014 EXISTING BLDG CODE. 1012.2.1 FIRE SPRINKLER |
| SYSTEM. WHERE A CHANGE IN OCCUPANCY CLASSIFICATION |
| OCCURS THAT REQUIRES AN AUTOMATIC FIRE SPRINKLER SYSTEM |
| TO BE PROVIDED BASED ON THE NEW OCCUPANCY IN ACCORDANCE |
| WITH CHAPTER 9 OF THE FLORIDA BUILDING CODE, BUILDING, |
| SUCH SYSTEM SHALL BE PROVIDED THROUGHOUT THE AREA WHERE |
| THE CHANGE OF OCCUPANCY OCCURS. |
| |
| 2014 FBC-B [F] 903.2.2 AMBULATORY CARE FACILITIES. AN |
| AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED |
| THROUGHOUT THE ENTIRE FLOOR CONTAINING AN AMBULATORY |
| CARE FACILITY WHERE EITHER OF THE FOLLOWING CONDITIONS |
| EXIST AT ANY TIME: |
| |
| 1. FOUR OR MORE CARE RECIPIENTS ARE INCAPABLE OF SELF |
| PRESERVATION, WHETHER RENDERED INCAPABLE BY STAFF OR |
| STAFF HAS ACCEPTED RESPONSIBILITY FOR CARE RECIPIENTS |
| ALREADY INCAPABLE. |
| |
| 2. ONE OR MORE CARE RECIPIENTS THAT ARE INCAPABLE OF |
| SELF-PRESERVATION ARE LOCATED AT OTHER THAN THE LEVEL |
| OF EXIT DISCHARGE SERVING SUCH A FACILITY. |
| |
| 2) SHEET A-1.0 INDICATES THE PROPOSED SITE PLAN. THIS |
| IS AN UNUSUAL BUILDING SINCE NONE OF THE TENANT SPACE |
| (1600 N DIXIE) HAVE DOORWAYS THAT EXIT ONTO A PUBLIC |
| RIGHT OF WAY. PLEASE PROVIDE A SITE PLAN SHOWING |
| COMPLIANCE WITH: |
| 2A) 2014 FBC-B 1027.5 ACCESS TO A PUBLIC WAY. THE EXIT |
| DISCHARGE SHALL PROVIDE A DIRECT AND UNOBSTRUCTED |
| ACCESS TO A PUBLIC WAY. |
| 2B) 2014 FBC-ACCESSIBILITY CODE 206.2.4 SPACES AND |
| ELEMENTS. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT |
| ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL |
| ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR |
| FACILITY WHICH ARE OTHERWISE CONNECTED BY A CIRCULATION |
| PATH TO THE PUBLIC WAY, UNLESS EXEMPTED BY 206.2.3 |
| EXCEPTIONS 1 THROUGH 7. |
| 2C) 2014 FBC-ACCESSIBILITY 208.3.1 WHERE IN THE |
| ACCESSIBLE PARKING SPACE AND ACCESS AISLE THE PATRON IS |
| NOT COMPELLED TO WALK OR WHEEL BEHIND PARKED CARS. |
| 3) SHEET LS-1.0A SHOWS (2) 1 HOUR FIRE SEPARATION WALLS |
| LOCATED AT THE PROPERTY LINE. THERE ARE 2 LLC |
| CORPORATIONS THAT OWN THE BUILDING AT 1600 N. DIXIE AND |
| 1522 N. DIXIE. NO UNITY OF TITLE CAN OCCUR FOR THIS |
| SITE WITH DIFFERENT OWNERS. THE ISSUE WITH THE DOORWAY |
| BEING CUT INTO THE PROPERTY LINE WALL THESE ARE |
| CONSIDERED AS BOTH BEING 1 HOUR FIRE RATED WALLS. SINCE |
| THERE IS ONLY ONE COMMON WALL SEPARATING THE 2 |
| PROPERTIES, THIS PORTION OF WALL WILL NEED TO BE |
| CONSIDERED A PARTY WALL SEE 2014 FBC-B 706.1.1 & TABLE |
| 706.4. ( 3 HOURS) & TABLE 716.5 OPENINGS IN FIRE WALLS |
| ( 3 HOURS). |
| 4) SHEET LS-1.0A DOES THE DOORS 30, 31 & ER HAVE AN |
| ACCESSIBLE ENTRY/ EXIT , LEVEL WITH GRADE? 2014 |
| FBC-ACCESS. CODE 206.2.4 SPACES AND ELEMENTS. AT LEAST |
| ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING |
| OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND |
| ELEMENTS WITHIN THE BUILDING OR FACILITY WHICH ARE |
| OTHERWISE CONNECTED BY A CIRCULATION PATH UNLESS |
| EXEMPTED BY 206.2.3 EXCEPTIONS 1 THROUGH 7. |
| 5) SHEET LS-1A THE OCCUPANT LOADS OF BUSINESS 23.24, |
| STORAGE 1.03 & CONFERENCE ROOM 52.86 OCCUPANTS. IN EACH |
| CASE THE OCCUPANT LOAD IS ROUNDED DOWN. PLEASE NOTE YOU |
| ALWAYS ROUND UP TO THE NEXT WHOLE NUMBER. FLORIDA |
| BUILDING CODE INFORMAL INTERPRETATION REPORT # 5479. |
| DATE: TUE DEC 18 2007 |
| REPORT #: 5479 |
| CODE: BUILDING |
| SECTION: 1004.1.2 |
| QUESTION: |
| IS IT THE INTENT OF SECTION 1004.1.2 TO ALLOW THE |
| LARGEST NUMBER COMPUTED IN ACCORDANCE WITH |
| TABLE 1004.1.2 TO BE ROUNDED TO THE NEAREST WHOLE |
| NUMBER? COMMENT: FOR EXAMPLE, A |
| BUSINESS OCCUPANCY IN A BUILDING WITH 3215 GROSS SQUARE |
| FEET, CALCULATED OCCUPANCY LOAD |
| WOULD BE 32.15 WOULD I ROUND DOWN TO 32 OCCUPANTS OR |
| WOULD I BE REQUIRED TO ROUND UP TO |
| 33 OCCUPANTS |
| ANSWER: |
| ROUND UP TO 33 |
| COMMENTARY: |
| OCCUPANTS ONLY COME AS A WHOLE. |
| |
| 6) SHEET LS-1A SHOWS 1 HOUR RATED WALLS IN THE STORAGE |
| ROOMS WITH THE WALL TYPE IDENTIFIED AS WALL TYPE F, A |
| UL U-465 FIRE RATED WALL. PLEASE PROVIDE THE UL DETAIL |
| FOR THE INSPECTOR WILL BE ABLE TO IDENTIFY THE VARIOUS |
| COMPONENTS OF THE WALL ASSEMBLY. 2014 FBC-B 707.3 FIRE |
| ?RESISTANCE RATINGS. 107.2.1.3 ADDITIONAL INFORMATION |
| REQUIRED. |
| |
| 7) DOOR 31 & 32 ARE NEW EXTERIOR DOORS, WILL NEED TO |
| COMPLY WITH: |
| 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT |
| OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) |
| SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT |
| WILL REQUIRE PRODUCT APPROVALS: |
| (31)(A) EXTERIOR DOORS. |
| |
| 8) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| JURISDICTIONAL APPROVAL. |
| |
| 9) PLEASE PROVIDE THE PRESSURES BOTH POSITIVE AND |
| NEGATIVE FOR THESE DOORS IN VASD. 2014 FBC-B 1603.1.4 |
| WIND DESIGN DATA. |
| |
| 10) THE MECHANICAL SHEET M-3.1 SHOWS THE ROOF TOP UNITS |
| BEING ATTACHED TO THE ROOF TOP CURBS. PLEASE NOTE THAT |
| RTU CURBS WERE REVIEWED AND INSPECTED UNDER PERMIT # |
| 15100589. PLEASE NOTE THE WIND DESIGN FOR THE ANCHORING |
| OF THE RTU UNIT TO CURB IS 150 MPH. PLEASE CORRECT THE |
| WIND DESIGN AND CALCULATIONS FOR ANCHORING OF THE RTU |
| TO CURB. THIS IS A 170 VULT MPH WIND ZONE FOR BUILDINGS |
| WITH AN BUILDING RISK CATEGORY II. SEE 2014 FBC-B |
| FIGURE 1609A. |
| |
| |
| 2014 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? |
| |
| 11) 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. |
| |
| THE REVIEWS FOR THIS PROJECT ARE COMPLETE. TO VIEW |
| COMMENTS FROM ALL DISCIPLINES: |
| HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STAT |
| US.ASPX. |
| |
| JAMES A. WITMER CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| CONSTRUCTION SERVICES DIVISION |
| DEVELOPMENT SERVICES DEPARTMENT |
| TEL: 561-805-6715 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
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