| Date |
Text |
| 2016-01-04 09:54:09 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15081084 |
| | ADD: 1801 @ PARKER AVE. |
| | CONT: TBD |
| | TEL: ( 561)494-1075 |
| | 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: MON. JAN. 04 /2016 |
| | ACTION: DENIED |
| | |
| | NOTE: GENERATOR AND FUEL TANK ARE UNDER SEPERATE |
| | PERMIT!!!!!! |
| | |
| | 1) COMPLIED. PLANS DESIGNED TO THE 2014 FBC. |
| | |
| | 2) SEMI- COMPLIED. ALTHOUGH THE FLOOD ELEVATION |
| | CERTIFICATE IS A FEDERAL FORM AND STATES THAT SURVEYOR, |
| | ENGINEERS AND OR ARCHITECTS AUTHORIZED BY LAW TO |
| | CERTIFY ELEVATION INFORMATION, FLORIDA STATE STATUTES |
| | 472.005(3),(4A-4B) ONLY FLORIDA LICENSED SURVEYOR CAN |
| | FILE OUT THIS FORM. |
| | THE PERMIT APPLICATION ADDRESS INDICATES THIS STRUCTURE |
| | IS BUILT IN AN A9 FLOOD ZONE THE BASE ELEVATION 13 FEET |
| | AND THE CITY REQUIRES AN ADDTIONAL 6 INCH FREEBOARD OR |
| | MINIMUM OF 13 FT. 6 INCHES. FBC BUILDING 1612 AND CITY |
| | OF WPB CODE OF ORDINANCES SECTION 94-546. |
| | |
| | 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. |
| | (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND |
| | ELEVATION CERTIFICATE IS REQUIRED |
| | (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 |
| | FEMA FORM OMB NO. 1660-0008 EXPIRES: |
| | JULY 31/2015 |
| | FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR |
| | USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015. |
| | FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE |
| | NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT: |
| | HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM |
| | |
| | 3) 2ND REQUEST. NOTE THE SUBMITTED SOILS REPORT IS A |
| | COPY OF THE ORIGINAL SIGNATURE NOT THE ORIGINAL. THE |
| | SECOND ISSUE WITH THE SOILS REPORT THE DOCUMENT IS NOT |
| | SEALED. THE COVER SHEET DOES NOT LIST HOW MANY PAGES |
| | ARE UNDER THE SOILS ENGINEER SEAL, NOR IS THERE A |
| | SEALED INDEX SHEET INDICATING HOW MANY PAGES ARE |
| | COVERED UNDER THE ENGINEERS SUPPOSED SEAL. THERE ARE |
| | TWO ENGINEERS NAMES ON THE REPORT, SIGNED, PRINTED AND |
| | LICENSE NUMBERS, THERE IS NO DOCUMENTATION AS TO WHAT |
| | PART OF THE SOILS REPORT EACH IS RESPONSIBLE FOR. |
| | |
| | 61G15-30.003 ENGINEERING DOCUMENT CLASSIFICATION. |
| | ENGINEERS SHALL LEGIBLY INDICATE THEIR NAME AND |
| | BUSINESS ADDRESS, ON ENGINEERING DOCUMENTS. ENGINEERING |
| | DOCUMENTS WHICH ARE ISSUED FOR PRELIMINARY OR |
| | CONCEPTUAL USE, SHALL CLEARLY NOTE THE INTENDED PURPOSE |
| | OF SUCH DOCUMENTS. WHEN ELEMENTS OF THE PROJECT ARE |
| | SHOWN ON AN ENGINEERING DOCUMENT ONLY FOR INFORMATION |
| | OR CLARIFICATION AND THE ENGINEER DOES NOT INTEND TO |
| | ACCEPT RESPONSIBILITY FOR THE ELEMENTS, THE ENGINEER |
| | SHALL CLEARLY NOTE ON THE DOCUMENTS THE EXTENT OF HIS |
| | RESPONSIBILITY. |
| | |
| | 61G15-23.002(2) FL. ADMIN. CODE. A COVER SHEET 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. |
| | |
| | SHEET S1 UNDER THE HEADING OF SLAB ON GRADE SOILS |
| | REPORTS ARE REQUIRED. 2014 FBC-B 1803.5.2 QUESTIONABLE |
| | SOILS, SOILS GEOTECHNICAL REPORT REQUIRED. SHEET S3 |
| | INDICATES THE INSTALATION OF 20 FOOT STEEL SHEET PILE. |
| | |
| | 4-6) COMPLIED. |
| | |
| | 7) 2ND REQUEST. PLEASE PROVIDE COMPLIANCE WITH 2010 |
| | 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. SWING AND OVERHEAD TYPE |
| | (C) WALL LOUVERS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES- |
| | |
| | FL 7473-R6 EAGLE ROOFING TILE: ON SHEETS 2 & 3 OF THE |
| | APPROVAL, THE TILE TYPE WAS NOT IDENTIFIED. |
| | |
| | SHEET 3 OF 4, LIMITATION # 5.4 NOT COMPLIED. NO PRODUCT |
| | APPROVAL WAS SUBMITTED. UNDERLAYMENT SHALL BE THAT |
| | APPROVED BY EAGLE ROOFING PRODUCTS, LLC, WHICH HOLDS |
| | FLORIDA PRODUCT APPROVAL FOR USE WITH TILE ROOFING |
| | SYSTEMS. THE UNDERLAYMENT PRODUCT APPROVAL SHALL |
| | SPECIFY ALLOWABLE METHOD(S) OF TILE INSTALLATION |
| | (MECHANICAL ATTACHMENT, MORTAR-SET AND/OR ADHESIVE-SET) |
| | FOR USE WITH THE SPECIFIC UNDERLAYMENT. FOR MORTAR-SET |
| | OR ADHESIVE-SET TILE ROOFING APPLICATIONS, THE |
| | UNDERLAYMENT PRODUCT APPROVAL SHALL SPECIFY ATTACHMENT |
| | METHODS FOR THE UNDERLAYMENT SYSTEM TO RESIST WIND |
| | UPLIFT DESIGN LOADS IN ACCORDANCE WITH TABLE 1A OF |
| | FRSA/TRI APRIL 2012 (04-12). |
| | |
| | FRSA/ TRI TABLE IA THE WRONG EXPOSURE AND WIND SPEED IS |
| | INDENTIFIED AND NO MEAN ROOF HEIGHT GIVEN. EXPOSURE C/ |
| | 180 MPH( BUILD CAT. IV) MEAN ROOF HEIGHT OF 15 FEET. |
| | |
| | 8) 2ND REQUEST. RESPONSE INDICATES THAT CLOSE |
| | CONSTRUCTION TO RESPOND/ SUPPLY INFORMATION. 2010 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.. |
| | |
| | 9) 2ND REQUEST. SHEET S-3, S-4,S6, S7 & S9 ALL SHOW |
| | DETAILS OF THE NEW HIPPED TRUSS ROOF SYSTEM ON TOP OF A |
| | CONCRETE SLABBED ROOF SYSTEM. NOTE THE PLANS INDICATE A |
| | (2) POINT ANCHOR LOCATION FOR THE TRUSSES. THE AREA OF |
| | CONCERN IS THE 4 FOOT AND 6 FOOT TRUSS TAILS WITH NO |
| | ANCHOR SYSTEM FOR UPLIFT. 107.2.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. ON THE 1ST REVIEW THE 2 POINTS |
| | OF ANCHORING WERE SHOWN, THE ISSUE IS WITHOUT THE |
| | ENGINEERED TRUSS SHEETS THE UPLIFT LOADS FOR THE 4 FOOT |
| | AND 6 FOOT OVER- HANGS ARE UNKNOWN. |
| | |
| | 10) 2ND REQUEST. PLEASE PROVIDE TYPE OF APPROVED |
| | ADHESIVE? SHEET S-6 & S-7 BOTH SHOW NEW DECROTIVE |
| | OUTRIGGERS OF 8 INCHES IN HEIGHT, THE PLANS DO NOT |
| | PROVIDE THE WIDTH OF THE OUTRIGGERS, NOR DO THEY |
| | SPECIFY GRADE OR SPECIES OF WOOD THEY ARE TO BE MADE |
| | FROM. THE PLANS DO NOT INDICATE HOW THEY ARE TO BE |
| | ANCHORED TO THE NEW CONCRETE DECK NOR HOW THEY WILL BE |
| | ANCHORED TO THE EXISITNG SLOPED CONCRETE DECKS? |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 11) 2ND REQUEST. ADDITIONAL INFORMATION IS REQUIRED |
| | SINCE THE EXPOSURE AND WIND SPEED WAS INCORRECT. SHEET |
| | S-8 DETAIL # 4 SHOWS A HIP AND RIDGE DETAIL WITH WOOD |
| | 2X FOR ANCHORING OF HIP AND RIDGE TILE. THE PLANS DO |
| | NOT INDICATE HOW THE RIDGE BOARD IS TO BE ATTACHED. |
| | SHOW COMPLIANCE WITH 2014 FBC-B 1507.3.8 APPLICATION. |
| | TILE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER?S |
| | INSTALLATION INSTRUCTIONS OR RECOMMENDATIONS OF THE |
| | FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE |
| | INSTALLATION MANUAL, FIFTH EDITION WHERE THE BASIC WIND |
| | SPEED, VASD, IS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | |
| | 12) 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 CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
| | |
| | |
