| Date |
Text |
| 2016-10-22 09:14:06 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16090860 |
| | ADD: 1301 SUMMIT BLVD/ LORIKEET BIRD EXHIBIT |
| | CONT: GAST |
| | 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: SAT. OCT 22/2016 |
| | ACTION: DENIED |
| | |
| | 1) PLEASE NOTE THIS PROJECT IS LOCATED IN A |
| | QUESTIONABLE SOILS AREA, PLEASE PROVIDE SIGNED & SEALED |
| | ORIGINAL SOILS REPORTS MINIMUM OF 2 REPORTS. 2014 FBC-B |
| | W/ 2016 SUPPLEMENTS, 1803.5.2 QUESTIONABLE SOIL. |
| | |
| | 2) THIS PROPERTY IS ALSO LOCATED IN A FLOOD ZONE. FBC |
| | BUILDING 1612 AND CITY OF WPB CODE OF ORDINANCES |
| | SECTION 94-546. STRUCTURE IS LOCATED IN AN "A 7" FLOOD |
| | ZONE, BFE ELEVATION 12 FEET NGVD. A FLOOD ELEVATION |
| | CERTIFICATE WILL BE REQUIRED. THE CITY OF WEST PALM |
| | BEACH IS STILL USING THE 1929 NGVD ELEVATION DATUM. NO |
| | FIS FOR THIS LOCATION. |
| | IMPORTANT CHANGE!!!! |
| | PLEASE REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS |
| | REQUIRE AN ADDITIONAL (1FOOT) FREEBOARD OF ELEVATION. |
| | CITY ORDINANCE CHANGE SEPT. 12/2016. PLEASE ALSO NOTE |
| | FOR FUTURE WORK IN THE CITY?S FLOOD ZONE AREAS, THE |
| | CITY COMMISSION & MAYOR WILL BE CHANGING THE FREEBOARD |
| | REQUIREMENTS TO (2 FOOT) FREEBOARD IN THE UPCOMING |
| | MONTHS. ALSO ON ALL FLOOD ZONE CERTIFICATES THE |
| | LATITUDE AND LONGITUDE ARE TO BE FILLED OUT WITH THE |
| | FRONT CENTER OF THE STRUCTURE BEING THE POINT GIVEN. |
| | DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE |
| | REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES |
| | REQUIRED: |
| | (2.1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF |
| | THE PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH |
| | FLOOR HEIGHT. 107.2.5.1 DESIGN FLOOD ELEVATIONS. |
| | 107.3.5.1.1(1) MINIMUM PLAN REVIEW COMMERCIAL |
| | BUILDINGS. FLOOD HAZARD AREAS, FLOOD ZONES, AND DESIGN |
| | FLOOD ELEVATIONS. |
| | |
| | (2.2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND |
| | ELEVATION CERTIFICATE IS REQUIRED. REQUIRED |
| | INSPECTIONS. 110.3.( 1.2.) IN FLOOD HAZARD AREAS, UPON |
| | PLACEMENT OF THE LOWEST FLOOR, INCLUDING BASEMENT, |
| | AND PRIOR TO FURTHER VERTICAL CONSTRUCTION, THE |
| | ELEVATION CERTIFICATION, REQUIRED IN SECTION 1612.5, |
| | SHALL BE SUBMITTED TO THE BUILDING OFFICIAL. |
| | |
| | (2.3) 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. REQUIRED INSPECTIONS. 110.3.( 6.) FINAL |
| | INSPECTION. TO BE MADE AFTER THE BUILDING IS COMPLETED |
| | AND READY FOR OCCUPANCY.6.1. LOWEST FLOOR ELEVATION. IN |
| | FLOOD HAZARD AREAS, AS PART OF THE FINAL INSPECTION, A |
| | FINAL CERTIFICATION OF THE LOWEST FLOOR ELEVATION SHALL |
| | BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION. |
| | A/C PADS OR OTHER SLABS FOR GENERATORS |
| | FEMA NEW FORM AVAILABLE JUNE 13/2016. |
| | OMB NO. 1660-0008 |
| | EXPIRATION DATE: NOV. 30/2018 |
| | HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM |
| | 3A) SHEET A-101 ON THE RIGHT SIDE OF THIS SHEET THE |
| | PLANS HAVE AN EGRESS LEGEND FOR MAIN EGRESS PLAN AND |
| | THE SECONDARY EGRESS PLAN. PLEASE NOTE THE PLANS DO NOT |
| | INDICATE ANY MAIN OR SECONDARY EGRESS REQUIREMENTS. |
| | FBC-B TABLE 1014.3 FOR AN ASSEMBLY OCCUPANCY COMMON |
| | PATH OF TRAVEL IS 75 FEET WITHOUT FIRE SPRINKLERS. NOTE |
| | IF 2 EGRESSES ARE REQUIRED BECAUSE THE COMMON PATH OF |
| | TRAVEL IS EXCEEDED THEN THEY MUST BE ? THE DIAGONAL |
| | DISTANCE APART. SEE 1015.2.1. FBC-B 2014 W/2016 |
| | UPDATES. |
| | |
| | 3B) SHEET A-101 DETAIL # 4 & SHEET S4.0 DETAILS 6-10 |
| | ALL SHOW SPACED PURLINS AND NOT SOLID PLYWOOD |
| | SHEATHING. FBC-B REQUIRES STRUCTURAL ROOF SHEATHING. |
| | |
| | 3C) SHEET A-101 DETAIL # 4 & SHEET S4.0 DETAILS 6-10 DO |
| | NOT INDICATE THE TYPE OF METAL ROOF SYSTEM IS TO BE |
| | APPLIED. SHEET A-200 NOTE #1 INDICATES THE ROOF SYSTEM |
| | IS TO BE A METAL CORRUGATED GALVANIZED METAL ROOF |
| | SYSTEM, NO MENTION OF GAUGE, PRODUCT APPROVAL IF THIS |
| | SYSTEM IS ARCHITECTURAL REQUIRING SOLID ROOF SHEATHING |
| | BENEATH OR IF THIS ROOFING SYSTEM IS A STRUCTURAL ROOF |
| | PANEL SYSTEM. NOTE IF THE SYSTEM IS TO BE A STRUCTURAL |
| | ROOF PANEL SYSTEM AND IS TO BE ATTACHED TO WOOD FRAMING |
| | MEMBERS THE VALUES FOR THE FASTENERS IN THE PRODUCT |
| | APPROVAL WILL ALSO NEED REFLECT TESTING IN THE SAME |
| | TYPE OF SPECIES OF LUMBER AND GRADE. 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 3D) SHEET A-101 DETAIL # 4 & SHEET S4.0 DETAILS 6-10, |
| | THERE IS A DISCREPANCY IN PLANS, THE SHEET A-101 DETAIL |
| | # 4 SHOWS 2 X4 PURLINS WITHIN THE BUILDING, SPACING |
| | UNKNOWN WHEREAS THE S-4.0 SHEET DETAILS 6-10 ALL SHOW 2 |
| | INCH DIAMETER PURLINS, SPACING UNKNOWN. PLEASE SHOW |
| | COMPLIANCE WITH 2308.10.5 PURLINS OF THE FBC-B THE |
| | MAXIMUM SPAN OF 2-INCH BY 4-INCH (51 MM BY 102 MM) |
| | PURLINS SHALL BE 4 FEET (1219 MM). THE MAXIMUM SPAN OF |
| | THE 2-INCH BY 6-INCH (51 MM BY 152 MM) PURLIN SHALL BE |
| | 6 FEET (1829 MM), BUT IN NO CASE SHALL THE PURLIN BE |
| | SMALLER THAN THE SUPPORTED RAFTER. |
| | |
| | 3E) SHEET S4 DETAIL # 7 IS SHOWING A GABLE PORTION OF |
| | ROOF FRAMING AND SHED TYPE FRAMING THAT ATTACH TO A 8 |
| | INCH HORIZONTAL WOOD BEAM. PLEASE SEE THE SHED ROOF |
| | FRAMING 4 INCH DIAMETER FRAMING MEMBERS ARE ATTACHED TO |
| | THE 8 INCH WOOD BEAM WITH ? X 8 INCH LAG SCREWS, |
| | WHEREAS THE GABLE END ROOF FRAMING IS CUT TO SIT ON TOP |
| | OF THE SHED ROOF FRAMING MEMBERS TAPERED TO NOTHING AND |
| | SCREWED INTO THE SHED ROOF FRAMING MEMBERS WITH 4 INCH |
| | WOOD SCREWS, THE DIAMETER UNKNOWN? THE GABLE ROOF |
| | FRAMING MEMBER SHOULD TIE IN DIRECTLY TO THE 8 INCH |
| | WOOD BEAM( EQUIVALENT TO THE DOUBLE TOP PLATE) NOT A |
| | TAPERED CUT WITH LESS VALUE IN THE FRAMING. SEE 2014 |
| | FBC-B 2308.10.1. |
| | |
| | 3F) PLEASE PROVIDE THE VALUE OF THE 8 INCH LAG SCREW |
| | FOR WITHDRAW (UPLIFT) VALUES FOR THE TYPE OF WOOD |
| | PURPOSED. PLEASE PROVIDE THE REQUIRED VALUES TO RESIST |
| | UPLIFT FOR EACH OF THE FRAMING MEMBERS SINCE THESE ARE |
| | NOT TRUSSES BUT ROOF RAFTERS/ JOIST THAT APPEAR WILL BE |
| | CUT ON THE JOB. SHOW COMPLIANCE WITH |
| | FBC-B 2308.10.1 WIND UPLIFT. THE ROOF CONSTRUCTION |
| | SHALL HAVE RAFTER AND TRUSS TIES TO THE WALL BELOW. |
| | RESULTANT UPLIFT LOADS SHALL BE TRANSFERRED TO THE |
| | FOUNDATION USING A CONTINUOUS LOAD PATH. THE RAFTER OR |
| | TRUSS TO WALL CONNECTION SHALL COMPLY WITH TABLES |
| | 2304.9.1 AND 2308.10. |
| | |
| | 3G) SHEET S4 DETAILS 9 & 10 ARE MISSING A RIDGE BOARD |
| | INCOMPLIANCE WITH FBC-B 2308.10.4. 2308.10.4 CEILING |
| | JOIST AND RAFTER FRAMING. RAFTERS SHALL BE FRAMED |
| | DIRECTLY OPPOSITE EACH OTHER AT THE RIDGE. THERE SHALL |
| | BE A RIDGE BOARD AT LEAST 1-INCH (25 MM) NOMINAL |
| | THICKNESS AT RIDGES AND NOT LESS IN DEPTH THAN THE CUT |
| | END OF THE RAFTER. AT VALLEYS AND HIPS, THERE SHALL BE |
| | A SINGLE VALLEY OR HIP RAFTER NOT LESS THAN 2-INCH (51 |
| | MM) NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE |
| | CUT END OF THE RAFTER. |
| | |
| | 4A) 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.. |
| | |
| | 4B) 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. |
| | (C) PANEL WALLS:, WALL LOUVERS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | |
| | 5) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL |
| | PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND |
| | A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 6) 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 |
| | CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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