| Date |
Text |
| 2015-09-26 16:12:54 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15090101 |
| | ADD: 1301 SUMMIT BLVD./ PANTHER RENOVATIONS |
| | CONT: TBD |
| | TEL: ( ????????? |
| | E-MAIL: ????????? |
| | |
| | 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: SUN. SEPT. 27/ 2015 |
| | ACTION: DENIED |
| | |
| | 1) THE PERMIT APPLICATION UNDER THE HEADING OF VALUE, |
| | NOT FILED IN. 108.3* BUILDING PERMIT VALUATION. IF, IN |
| | THE OPINION OF THE BUILDING OFFICIAL, THE CLAIMED |
| | VALUATION OF BUILDING, ALTERATION, STRUCTURE, |
| | ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS |
| | APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE |
| | PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES, |
| | VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL |
| | REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND |
| | SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE |
| | STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR |
| | FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR |
| | BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING |
| | COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE. |
| | VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED |
| | DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES |
| | (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS |
| | FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE |
| | CONGRESS. |
| | |
| | 2) THE COVERSHEET INDICATES THE PLANS WERE DESIGNED |
| | UNDER THE 2010 FBC. PLEASE NOTE PLANS SUBMITTED ON OR |
| | AFTER JUNE 30TH/ 2015 ARE TO BE DESIGNED UNDER THE 2014 |
| | FBC, 5TH EDITION OF THE FLORIDA BUILDING CODE. |
| | |
| | 3) THE PERMIT APPLICATION INDICATES THIS PERMIT IS FOR |
| | ONLY THE PANTHER RENOVATIONS. BOTH THE ARCHITECTURAL |
| | AND STRUCTURAL SHEETS SHOW NEW BUILDING FOUNDATIONS AND |
| | STRUCTURAL SHEETS FOR THIS BUILDING (S-1) AND OTHER |
| | BUILDINGS SEE SHEET (S-4- OTTER HOUSING?) . PLEASE NOTE |
| | ON THE PERMIT APPLICATION IF THESE OTHER STRUCTURES ARE |
| | TO BE INCLUDED UNDER THE SCOPE OF WORK TO BE COMPLETED |
| | UNDER THIS PERMIT. IF THESE OTHER SHEETS ARE NOT |
| | INCLUDED UNDER THE SCOPE OF WORK, PLEAE EITHER VOID THE |
| | SHEETS, "X" OUT THE DETAILS NOT COVERED UNDER THIS |
| | PERMIT OR REMOVE THE SHEETS IN THERE INTIRETY.107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 4) PLEASE PROVIDE A SURVEY WITH THE PROPOSED LOCATION |
| | OF STRUCTURES, THE PROPERTY IS LOCATED IN AN A-7 FLOOD |
| | ZONE. FLOOD ZONE CERTIFICATES |
| | 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 OF ELEVATION. FINISH |
| | FLOOR ELEVATION OF 12 FT. - |
| | 6 INCHES OR HIGHER. |
| | |
| | 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 |
| | |
| | 5) SHEET S0.1 UNDER THE HEADING OF FOUNDATIONS |
| | INDICATES THERE IS TO HAVE A SOILS REPORT INVESTIGATION |
| | THIS SITE HAS QUESTIONABLE SOILS IN BEARING CAPACITY. |
| | THIS REVIEW CYCLE NO SUCH REPORT HAS BEEN SUBMITTED. |
| | 2014 FBC-B 1803.5.2 QUESTIONABLE SOILS. THIS REPORT IS |
| | ALSO TO PROVIDE WHAT THE MINIMUM SAFE BEARING CAPACITY |
| | OF THE SOILS WILL BE. |
| | |
| | 6) SHEET S0.1 LIST THE 2014 FBC-B AND ASCE 7-10, |
| | EXPOSURE C FOR THE WIND DESIGN. IN THE LOWER RIGHT |
| | SECTION OF THIS SAME SHEET THE WIND DESIGN IS INDICATED |
| | AS ASCE 7-98 125 MPH, EXPOSURE B AND ALL ASSOCIATED |
| | PRESSURES ARE BLANK!!!!!!!!!!! |
| | 2014 FBC-B 1603.1.4 WIND DESIGN DATA. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE |
| | STRUCTURE: |
| | |
| | 6.1.) ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND |
| | GUST), MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND |
| | SPEED, VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | |
| | 6.2.) RISK CATEGORY. |
| | |
| | 6.3.) WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | |
| | 6.4.) APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 6.5.) DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/ |
| | M2). |
| | |
| | 7A) PROVIDE PRODUCT APPROVALS FOR THE FOLLOWING ITEMS. |
| | 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. |
| | (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS, WALL LOUVERS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | |
| | 7B) 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.. |
| | |
| | |
| | 8) SHEET A-001 THE COVER SHEET LIST THE OCCUPANCY TYPE |
| | AS S-1 STORAGE, IT WOULD APPEAR SINCE THE PUBLIC STOPS |
| | AND VIEWS THE VARIOUS DISPLAYS THE OCCUPANCY WOULD BE |
| | IN LINE OF A MUSEUM OR AN A3 OCCUPANCY. THE PUBLIC |
| | WOULD NOT BEGOING AROUND IN A WAREHOUSE VIEWING |
| | DISPLAYS. |
| | |
| | 9) 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] |
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