| Date |
Text |
| 2016-03-16 14:49:01 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16030381 |
| | ADD: 1301 SUMMIT BLVD. |
| | CONT: GAST CONSTRUCTION |
| | TEL: 561-281-1001 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: WED. MARCH 16/2016 |
| | ACTION: DENIED |
| | |
| | 1) PLEASE PROVIDE A FLOOD ZONE CERTIFICATE SIGNED & |
| | SEALED BY A SURVEYOR. 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 |
| | |
| | 2) THE WHOLE AREA EAST OF I-95 FROM SOUTHERN BLVD. |
| | SOUTH TO THE CITY GOLF COURSE IS IN A QUESTIONABLE |
| | SOILS ZONE, MUCK AND ORGANICS!!!! THE LOCATION IS A |
| | QUESTIONABLE SOILS ZONE WHERE BEARING VALUES DEPENDS ON |
| | THE VALUES FROM THE SOILS TEST. 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. |
| | |
| | 3) SHEET A-3 VERSES S2.0 ROOF SUB-SHEATHING THERE IS A |
| | DISCREPANCY IN THE PLANS. A-3 SHOWS SPACED SHEATHING, |
| | WHERE SHEET S2.0 DETAIL 6 SHOWS 5/8 INCH PLYWOOD ROOF |
| | SHEATHING. DISCREPANCY IN PLANS. |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 4) PLEASE NOTE IF THE DESIGNER OF RECORD IS GOING TO |
| | USE THE SPACED SHEATHING DESIGN THE PRODUCT APPROVALS |
| | WILL HAVE TO BE FOR STRUCTURAL PANELS, NOT THE |
| | ARCHITECTURAL PANELS THAT REQUIRED CLOSELY FITTED |
| | SHEATHING. |
| | 2014 FBC-B 2210.1.1.2 STEEL ROOF DECK. STEEL ROOF DECKS |
| | SHALL BE PERMITTED TO BE DESIGNED AND CONSTRUCTED IN |
| | ACCORDANCE WITH ANSI/SDI-RD1.0. |
| | |
| | 5) SHEET A3.01 DETAIL 2A-A PLEASE SHOW COMPLIANCE WITH: |
| | 5A) FBC-B 1012.2 HEIGHT & 1012.3 HANDRAIL GRASPABILITY, |
| | 5B) FBC-B 1013.3 HEIGHT OF GUARDRAILS. , 1013.3 HEIGHT, |
| | 1013.4 OPENINGS. |
| | 5C) STAIR RISERS SHALL BE CLOSED. FBC-B 1009.7.5.3. |
| | |
| | 6) SHEET A302 SHOWS A STAIR WITH A 6 INCH TREAD AND 6 |
| | INCH RISER. PLEASE SHOW COMPLIANCE WITH 1009.7.2. |
| | RECTANGULAR TREAD DEPTHS SHALL BE 11 INCHES (279 MM) |
| | MINIMUM MEASURED HORIZONTALLY BETWEEN THE VERTICAL |
| | PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS |
| | AND AT A RIGHT ANGLE TO THE TREAD?S NOSING. |
| | 6A) FBC-B 1012.2 HEIGHT & 1012.3 HANDRAIL GRASPABILITY, |
| | 6B) FBC-B 1013.3 HEIGHT OF GUARDRAILS. , 1013.3 HEIGHT, |
| | 1013.4 OPENINGS. |
| | 6C) STAIR RISERS SHALL BE CLOSED. FBC-B 1009.7.5.3. |
| | |
| | 7) 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)(D) ROOFING PRODUCTS AND ASSEMBLIES |
| | |
| | 8) 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) 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 |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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