| Date |
Text |
| 2015-09-25 17:11:44 | 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. |
| | |
| | 1ST REVIEW |
| | DATE: FRI. SEPT. 25/2015 |
| | ACTION: DENIED |
| | |
| | 1) THE S1 SHEET INDICATES THE PLANS WERE DESIGNED TO |
| | THE 2010 FBC. NOTE PLANS SUBMITTED TO THE BUILDING |
| | DEPARTMENT ON JUNE 30/ 2015 OR AFTER THIS DATE ARE TO |
| | BE DESIGNED TO THE 2014 FBC. THE 2014 FBC WAS ADOPTED |
| | STATEWIDE ON JUNE 30/ 2015. |
| | |
| | 2) 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) 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) SHEET S-1 INDICATES THIS STRUCTURE IS IN A WIND |
| | EXPOSURE B. PLEASE CORRECT TO C EXPOSURE, TO THE |
| | SOUTHWEST NORTH AND NORTHEAST, CONSIDERED A C EXPOSURE |
| | 2014 FBC-B 1609.4. .SURFACE ROUGHNESS C. OPEN TERRAIN |
| | WITH SCATTERED OBSTRUCTIONS HAVING HEIGHTS GENERALLY |
| | LESS THAN 30 FEET (9144 MM). THIS CATEGORY INCLUDES |
| | FLAT OPEN COUNTRY, AND GRASSLANDS. THIS SURFACE |
| | ROUGHNESS SHALL ALSO APPLY TO ANY BUILDING LOCATED |
| | WITHIN SURFACE ROUGHNESS BTYPE TERRAIN WHERE THE |
| | BUILDING IS WITHIN 100 FEET (30 M) HORIZONTALLY IN ANY |
| | DIRECTION OF OPEN AREAS OF SURFACE ROUGHNESS C OR |
| | D-TYPE TERRAIN THAT EXTENDS MORE THAN 600 FEET (182.9 |
| | M) IN THE UPWIND DIRECTION AND A WIDTH GREATER THAN 150 |
| | FEET (46 M). |
| | |
| | 5) THE PRESSURES FOUND FOR ROOF ZONES 1,2 & 3 AND WALL |
| | PRESSURES FOR ZONES 4 & 5 WILL NEED TO BE RECALCULATED |
| | FOR EXPOSURE C WITH A HEIGHT AND EXPOSURE ADJUSTMENT |
| | FACTOR OF 1.21. 2014 FBC-B TABLE 1609.7(2). |
| | |
| | 6) THE PRESSURES SHOWN ON SHEET S3 ARE ASSUMED TO BE |
| | VULT PLEASE ALSO SUBMIT IN VASD SINCE ALL OF THE |
| | PRODUCT APPROVALS ARE WRITTEN IN VASD. |
| | |
| | 7) 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 |
| | |
| | 8) 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) 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. |
| | |
| | 10) 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) 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. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
| | |
| | |
