| Date |
Text |
| 2017-10-20 07:47:45 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17051057 |
| | ADD: 4300 MILLER AVE. |
| | CONT: CANO INC. |
| | TEL:561-543-1290 |
| | 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. |
| | |
| | 2ND REVIEW |
| | DATE: FRI. OCT. 20/ 2017 |
| | ACTION: DENIED |
| | |
| | BUILDING # 3/ OFFICE. |
| | |
| | 4X FEE / NOTICE!!!!! FLORIDA STATUTE 553.80(2)(B) |
| | |
| | WITH RESPECT TO EVALUATION OF DESIGN PROFESSIONALS? |
| | DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN |
| | ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING |
| | CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS |
| | REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO |
| | CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY |
| | NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO, |
| | EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY, |
| | ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL, |
| | MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER |
| | REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING |
| | COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL |
| | GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH |
| | REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION, |
| | A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE |
| | PERMIT FEE ATTRIBUTED TO PLANS REVIEW. |
| | |
| | |
| | |
| | 1) 2ND REQUEST. RESPONSE ACKNOWLEDGED WILL BE SIGNED BY |
| | OWNER. PLEASE NOTE THE OWNER OF 4300 MILLER AVE. WILL |
| | NEED TO SIGN THE PERMIT APPLICATION. THE PALM BEACH |
| | COUNTY PROPERTY APPRAISERS OFFICE LIST TC & MARILYN |
| | DALESSANDRO AS THE OWNERS. 2014 FLORIDA BUILDING CODE W |
| | 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION |
| | 105.1 PERMIT REQUIRED. |
| | |
| | 2) 2ND REQUEST. RESPONSE ACKNOWLEDGED SURVEY WILL BE |
| | SUBMITTED BY OWNER. PLEASE PROVIDE A SURVEY FOR THIS |
| | LOT IT APPEARS THE BUILDING IS CLOSER THAN 3 FEET TO |
| | THE PROPERTY LINE. IT APPEARS THE BUILDING MAYBE ON THE |
| | PROPERTY LINE SEE PALM BEACH COUNTY PROPERTY APPRAISERS |
| | OFFICE MAP. THE EXTERIOR WALL ADJACENT TO THE PROPERTY |
| | LINE WILL NEED TO SHOW COMPLIANCE WITH 2014 FBC-B TABLE |
| | 602, 1 HOUR FIRE RATING. |
| | |
| | 3) COMPLIED. SHEET A-103 SHOWS WASHER AND DRYERS. |
| | |
| | 4) COMPLIED. SHEET A403 DETAIL # 6 IS FOR THE |
| | ACCESSIBLE RESTROOM . |
| | |
| | 5) 2ND REQUEST OWNER TO PROVIDE SITE PLAN. SHEET A103 |
| | THE FLOOR PLAN DOES NOT INDICATE IF THE 2 ENTRIES INTO |
| | THE BUILDING ARE LEVEL WITH THE EXTERIOR OF THE |
| | BUILDING AND COMPLYING WITH 2014 FBC-ACCESS. CODE 402.2 |
| | COMPONENTS. ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR |
| | MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH |
| | A RUNNING SLOPE NOT STEEPER THAN 1:20, DOORWAYS, RAMPS, |
| | CURB RAMPS EXCLUDING THE FLARED SIDES, ELEVATORS, AND |
| | PLATFORM LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE |
| | SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF |
| | CHAPTER 4 AND 208.3.1. |
| | |
| | 6) 2ND REQUEST. OWNER TO PROVIDE SITE PLAN. PLEASE |
| | SUBMIT A SITE PLAN AND SHOW COMPLIANCE WITH AN |
| | ACCESSIBLE PARKING SPACE AND ACCESS AISLE WHERE THE |
| | OCCUPANT WILL BE ABLE TO TRAVEL FROM THE VEHICLE TO THE |
| | FRONT ENTRY. ACCESS. CODE 502.2 VEHICLE SPACES. EACH |
| | PARKING SPACE MUST BE AT LEAST 12 FEET (3658 MM) WIDE, |
| | SHALL BE MARKED TO DEFINE THE WIDTH, AND SHALL HAVE AN |
| | ADJACENT ACCESS AISLE COMPLYING WITH 502.3. |
| | |
| | 7) 2ND REQUEST. RESPONSE INDICATES DISCUSSION WITH |
| | STRUCTURAL ENGINEER, WE WILL NEED A SIGNED AND SEALED |
| | LETTER FOR THE STRUCTURAL ANALYSIS FOR THE OPENING OF |
| | THE ROOF DECK, AND IF REINFORCEMENT IS NECESSARY, HOW |
| | THE ROOF TOP CURB WILL BE ATTACHED TO THE ROOF DECK AND |
| | THE ROOF TOP UNIT TO THE CURB. |
| | COMPUTER CALCULATIONS FOR WIND DESIGN, MWFRS AND |
| | COMPONENTS AND CLADDING WERE SUBMITTED BY LARRY VAN |
| | DYK, WHO IS THIS THE CALCULATIONS ARE NOT SIGNED NOR |
| | SEALED. |
| | 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. |
| | |
| | 1ST ROUND OF COMMENTS. SHEET A-501 DETAIL # 9 NEW CURB |
| | AT EXISTING ROOF. THIS APPEARS TO BE A NEW ROOF TOP |
| | OPENING THAT WILL BE CUT INTO THE CONCRETE ROOF DECK. |
| | THERE IS NO DETAILS AS TO REQUIRED REINFORCEMENT NOR |
| | LOCATION IN REGARDS TO THE CONCRETE JOIST. THE DETAIL |
| | WILL ALSO NEED TO PROVIDE A WIND ANALYSIS FOR THE |
| | ANCHORING OF THE CURB TO THE ROOF DECK AS WELL AS THE |
| | RTU TO THE CURB. 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. |
| | |
| | 7A) NEW COMMENT. SUBMITTED MIAMI-DADE NOA 12-0327.02 |
| | EXPIRED 06/28/2017 SUBMIT SUPERSEDED NOA. |
| | |
| | 7B) NEW COMMENT. THE ROOF TOP A/C STAND PRODUCT |
| | APPROVAL A MIAMI-DADE NOA # 12-0327.02 WAS SUBMITTED, |
| | PROVIDE SUPERSEDED NOA, THIS ONE IS EXPIRED, NEEDS TO |
| | BE REVIEWED BY THE DESIGNER OF RECORD. PLEASE IDENTIFY |
| | THE FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE |
| | VIEW) OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON |
| | STAND, THE MEAN ROOF HEIGHT OF THE STAND AND |
| | COMPRESSORS, WEIGHT, CIRCLED THE DESIGN PARAMETERS IN |
| | THE TABLES, ANCHORS AND UPLIFT VERSES MOMENT FOR THE |
| | UNIT TO THE STAND AND THE STAND TO THE ROOF. THE |
| | PRODUCT APPROVAL IS TO BE REVIEWED BY THE DESIGNER OF |
| | RECORD, APPROVED BEFORE SUBMISSION TO THE BUILDING |
| | DEPARTMENT. |
| | |
| | 7C) NEW COMMENT. ATTACHED WITH THE NEW PRODUCT APPROVAL |
| | FOR THE ROOF TOP A/C STAND IS A CARRIER ATTACHMENT |
| | DETAIL BY ROBERT SAMARA P.E. PLEASE NOTE THIS SIGNED |
| | AND SEALED DOCUMENT IS DATED 11/11/15. THIS SEEMS TO BE |
| | A GENERIC DETAIL. THE SEAL IS MINIATURIZED AND A COPY |
| | OF SIGNATURE. |
| | 61G15-23.001 ENGINEERS SEALS ACCEPTABLE TO THE BOARD. |
| | SAID SEAL SHALL BE A MINIMUM OF 1 7/8 INCHES IN |
| | DIAMETER, TO SAY LICENSE NOT CERTIFICATE. ALL ENGINEERS |
| | MUST BE UTILIZING SAID SEAL NO LATER THAN JANUARY 1, |
| | 2006. |
| | 61G15-23.002(2) FL. ADMIN. CODE. PLANS SIGNED & SEALED |
| | BY A PROFESSIONAL ENGINEER SHALL INCLUDE EITHER THE: |
| | NAME, ADDRESS AND LICENSE NUMBER OF THE ENGINEER OR, |
| | THE NAME AND LICENSE NUMBER OF THE ENGINEER AND THE |
| | NAME, ADDRESS AND CERTIFICATE OF AUTHORIZATION NUMBER |
| | OF THE ENGINEERING BUSINESS THROUGH WHICH THE ENGINEER |
| | IS PRACTICING (471.025 F.S. AND 471.023 F.S.). |
| | |
| | 7D) NEW COMMENT. MIAMI-DADE NOA 15-0923.04 RUSKIN |
| | ALUMINUM LOVER HAS NOT BEEN REVIEWED BY THE DESIGNER OF |
| | RECORD. W. P. B. 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.. |
| | |
| | 8) 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. |
| | |
| | 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 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | DEVELOPMENT SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| | FLORIDA SAVING LIVES AND PROPERTY SINCE 195 |
| | |
