| Date |
Text |
| 2016-07-20 15:29:59 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16040574 |
| | ADD: 1025 7TH ST. |
| | CONT: T. B. D. / TO BE DETERMINED |
| | TEL: 561-310-7829 |
| | 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. |
| | |
| | 2ND REVIEW |
| | DATE: WED. JULY 20/ 2016 |
| | ACTION: DENIED |
| | |
| | 1-2) COMPLIED |
| | |
| | 3) 2ND REQUEST. THE PROPOSED VALUE OF THE PROJECT IS |
| | EXTREMELY LOW AT $75,000.00 IN VALUE. USING THE ICC |
| | BUILDING VALUATION CHARTS FROM AUGUST 2015 FOR THE |
| | SQUARE FOOTAGE OF : |
| | A3/ III-B 937 SQ. FT. X $137.12 = $ 128,481.44 |
| | B / III-B 1,631 SQ. FT. X $152.55 = $ 248,809.05 |
| | $ 377,290.00 TOTAL VALUE FOR THE BUILDING |
| | ONLY!!!!!!!!!! |
| | |
| | W P B ADMINISTRATIVE CODE 108.2 SCHEDULE OF PERMIT |
| | FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS, |
| | MECHANICAL AND PLUMBING SYSTEMS OR ALTERATIONS |
| | REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID |
| | AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE |
| | ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY. |
| | |
| | 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. |
| | |
| | 4A)SEMI-COMPLIED THE DOOR SCHEDULE STILL DOES NOT |
| | PROVIDE IN HOURS OR MINUTES THE FIRE RATING OF THE |
| | DOORS (OPENING PROTECTIVES). |
| | COMMENT 1ST REVIEW. SHEET A4/ LIFE SAFETY SHEET DOES |
| | NOT SHOW THE CORRIDOR AS A FIRE RATED CORRIDOR. PLEASE |
| | REVIEW TABLE 1018.1 OF THE 2014 FBC-B. FOR BOTH |
| | ASSEMBLY AND BUSINESS OCCUPANCIES OF NON-FIRE |
| | SPRINKLERED BUILDINGS WITH AN OCCUPANT LOAD GREATER |
| | THAN 30 A ONE HOUR FIRE RATED CORRIDOR IS REQUIRED WITH |
| | REQUIRED OPENING PROTECTIVES FOR DOORS IN COMPLIANCE OF |
| | TABLE 716.5. 20 MINUTE FIRE RATED DOORS, SEE FOOTNOTE |
| | B. |
| | |
| | 4B) SEMI ?COMPLIED. THE PLANS NOW SHOW A FIRE RATED |
| | CORRIDOR WITH THE FIRE RATED WALLS EXTENDING ALL THE |
| | WAY TO THE ROOF LINE. THE PLANS NOW SHOW FIRE DAMPERS |
| | WITHIN THE WALLS. THE PLANS DO NOT INDICATE IS HOW |
| | ACCESS TO THE FIRE DAMPERS WILL BE MAINTAINED NOR THE |
| | LOCATION OF THE ACCESS PANELS. |
| | 717.4 ACCESS AND IDENTIFICATION. FIRE AND SMOKE DAMPERS |
| | SHALL BE PROVIDED WITH AN APPROVED MEANS OF ACCESS, |
| | WHICH IS LARGE ENOUGH TO PERMIT INSPECTION AND |
| | MAINTENANCE OF THE DAMPER AND ITS OPERATING PARTS. THE |
| | ACCESS SHALL NOT AFFECT THE INTEGRITY OF |
| | FIRE-RESISTANCE-RATED ASSEMBLIES. THE ACCESS OPENINGS |
| | SHALL NOT REDUCE THE FIRE-RESISTANCE RATING OF THE |
| | ASSEMBLY. ACCESS POINTS SHALL BE PERMANENTLY IDENTIFIED |
| | ON THE EXTERIOR BY A LABEL HAVING LETTERS NOT LESS THAN |
| | 1/2 INCH (12.7 MM) IN HEIGHT READING: FIRE/SMOKE |
| | DAMPER, SMOKE DAMPER OR FIRE DAMPER. ACCESS DOORS IN |
| | DUCTS SHALL BE TIGHT FITTING AND SUITABLE FOR THE |
| | REQUIRED DUCT CONSTRUCTION |
| | |
| | COMMENT FROM THE 1ST REVIEW. PLEASE SHOW HOW THE 1 HOUR |
| | FIRE RATED CORRIDOR IS TO BE BUILT INCLUDING THE FIRE |
| | RATING OF WALLS TO THE ROOF SHEATHING ON BOTH SIDES OF |
| | THE CORRIDOR OR IS THERE GOING TO BE A FIRE RATED |
| | CEILING ASSEMBLY? THE MECHANICAL SHEET M1 DOES NOT SHOW |
| | EITHER THE DUCTS PENETRATING THE CORRIDOR CEILING WITH |
| | FIRE DAMPERS. DEPENDING WHERE THE MAIN TRUNK LINE IS |
| | PLACED IF ABOVE IN THE ATTIC OR BELOW A RATED CORRIDOR |
| | CEILING EITHER CEILING DAMPERS WILL BE REQUIRED OR FIRE |
| | DAMPERS IN THE CORRIDOR WALLS. SEE FBC-B 717.5.4.1 |
| | CORRIDORS. A LISTED SMOKE DAMPER DESIGNED TO RESIST THE |
| | PASSAGE OF SMOKE SHALL BE PROVIDED AT EACH POINT A DUCT |
| | OR AIR TRANSFER OPENING PENETRATES A CORRIDOR ENCLOSURE |
| | REQUIRED TO HAVE SMOKE AND DRAFT CONTROL DOORS IN |
| | ACCORDANCE WITH SECTION 716.5.3. |
| | |
| | 5) COMPLIED. |
| | |
| | 6) 2ND REQUEST. CORRECTED THE DETAIL 14 ON SHEET A3 BUT |
| | THE FOUNDATION SCHEDULE ON SHEET A5 STILL INDICATES THE |
| | FOUNDATION HEIGHT OF 16 INCHES. THE COMMENTS BELOW FROM |
| | THE 1ST ROUND OF COMMENTS STILL APPLY. |
| | 1ST ROUND COMMENT. FOUNDATION SHEET (A5) VERSES SHEET |
| | A3 DETAIL 14 CUT SECTION OF EXTERIOR WALL AND |
| | FOUNDATION. SHEET A5 THE PERIMETER FOUNDATION IS |
| | INDICATED AS 18 IN. WIDE X 16IN. DEEP. PLEASE SEE SHEET |
| | A3 DETAIL # 14. THE FINISH FLOOR IS SHOWN AT ELEVATION |
| | 0-0 FT. THE BOTTOM SILL PLATE IS RECESSED, THE |
| | DIMENSION NOT GIVEN. THE STUCCO SIDING AND |
| | SUB-SHEATHING STOP ABOVE THE BOTTOM HALF OF THE BOTTOM |
| | SILL PLATE NOT PROVIDING PROTECTION AGAINST THE WEATHER |
| | AND PROMOTING ROT. THE 2012 ICC-B CODE COMMENTARY |
| | 2304.11.2.6 ON THIS SECTION INDICATES THE STUCCO AND |
| | SHEATHING SHOULD EXTEND AT LEAST 1 INCH BELOW THE TOP |
| | OF THE FOUNDATION. THEN THE 6 INCH CLEARANCE BETWEEN |
| | THE STUCCO AND SUB-SHEATHING TO EXPOSED GRADE SHOULD |
| | OCCUR. SECTION 1809.4 OF THE 2014 FBC-B REQUIRES THE |
| | FOUNDATION TO BE A MINIMUM OF 12 INCHES BELOW GRADE TO |
| | THE BOTTOM OF THE FOUNDATION. THE VERTICAL DIMENSION OF |
| | THE FOUNDATION NEEDS TO BE INCREASED TO MEET ALL OF |
| | THESE CODE REQUIREMENTS. |
| | |
| | 7) 2ND REQUEST. SHEET A3 DETAIL 14 ALSO INDICATES THE |
| | USE OF STUCCO AND THE USE OF WIRE LATH. PLEASE SHOW |
| | COMPLIANCE WITH 2014 FBC-B 2510.6 WATER-RESISTIVE |
| | BARRIERS. WATER-RESISTIVE BARRIERS SHALL BE INSTALLED |
| | AS REQUIRED IN SECTION 1404.2 AND, WHERE APPLIED OVER |
| | WOOD-BASED SHEATHING, SHALL INCLUDE A WATER-RESISTIVE |
| | VAPOR-PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST |
| | EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE |
| | INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH |
| | THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE |
| | AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION |
| | 1405.4) INTENDED TO DRAIN TO THE WATER-RESISTIVE |
| | BARRIER IS DIRECTED BETWEEN THE LAYERS. |
| | |
| | 8) COMPLIED. 2FT OVERHANG FOR THE ROOF TRUSSES. |
| | |
| | 9) SEMI-COMPLIED. SHEET A-6 DETAIL 4/ A5 (FOUND ON A6) |
| | THE NEW DETAIL SHOWS A DROPPED GABLE END TRUSS AND A |
| | 2X4 OUTLOOKER TRUSS CANTILEVERED OVER THE DROPPED GABLE |
| | END TRUSS. THE ROOF FRAMING PLAN ON THE LEFT SIDE OF |
| | THE PLAN STILL SHOWS THE LADDER TYPE FRAMING. THE 2X4 |
| | OUTLOOKERS ARE NOT CONTINUED IN TO THE 2ND TRUSS, |
| | (FIRST COMMON TRUSS). PLEASE ALSO TAKE NOTE OF THE |
| | HEIGHT OF THE A2 TRUSS 5 FT. 9 1/16 INCH AND THE |
| | DROPPED GABLE TRUSS OF 5 FT. 3 7/8 INCHES = EQUALS TO A |
| | 5 ? INCH FRAMING MEMBER FOR OUTLOOKERS, NOT A 2X4 AT 3 |
| | ? INCHES. PLEASE CHECK MY MATH FOR ACCURACY. |
| | 1ST ROUND OF COMMENTS. SHEET A-6. THE TRUSS LAYOUT |
| | SHEET SHOWS WHAT APPEARS TO BE A 2 FT. OVERHANG ON THE |
| | GABLE END WALLS, THIS DETAIL MAY BE REQUIRED TO BE A |
| | DROPPED GABLE END. PLEASE NOTE THIS TYPE OF LATTER TYPE |
| | OVERHANG IS USUALLY FOUND ON TRUSS OVERHANGS OF 12 |
| | INCHES. THE WOOD TRUSSES SHALL BE DESIGNED IN |
| | ACCORDANCE WITH SECTION 2303.4. |
| | 2303.4.2 TRUSS PLACEMENT DIAGRAM. THE TRUSS |
| | MANUFACTURER SHALL PROVIDE A TRUSS PLACEMENT DIAGRAM |
| | THAT IDENTIFIES THE PROPOSED LOCATION FOR EACH |
| | INDIVIDUALLY DESIGNATED TRUSS AND REFERENCES THE |
| | CORRESPONDING TRUSS DESIGN DRAWING. THE TRUSS PLACEMENT |
| | DIAGRAM SHALL BE PROVIDED AS PART OF THE TRUSS |
| | SUBMITTAL PACKAGE, AND WITH THE SHIPMENT OF TRUSSES |
| | DELIVERED TO THE JOB SITE. TRUSS PLACEMENT DIAGRAMS |
| | THAT SERVE ONLY AS A GUIDE FOR INSTALLATION AND DO NOT |
| | DEVIATE FROM THE PERMIT SUBMITTAL DRAWINGS SHALL NOT BE |
| | REQUIRED TO BEAR THE SEAL OR SIGNATURE OF THE TRUSS |
| | DESIGNER. |
| | 2303.4.3 TRUSS SUBMITTAL PACKAGE. THE TRUSS SUBMITTAL |
| | PACKAGE PROVIDED BY THE TRUSS MANUFACTURER SHALL |
| | CONSIST OF EACH INDIVIDUAL TRUSS DESIGN DRAWING, THE |
| | TRUSS PLACEMENT DIAGRAM, THE PERMANENT INDIVIDUAL TRUSS |
| | MEMBER RESTRAINT/BRACING METHOD AND DETAILS AND ANY |
| | OTHER STRUCTURAL DETAILS GERMANE TO THE TRUSSES; AND, |
| | AS APPLICABLE, THE COVER/TRUSS INDEX SHEET. |
| | |
| | 10-12) COMPLIED. |
| | |
| | 13) 2ND REQUEST. SHEET A2.1 THE SOUTH ELEVATION SHOWS |
| | ARCHITECTURAL DETAILS OF COLUMNS AND PEDIMENT PLEASE |
| | SHOW A CUR THROUGH SECTION OF THIS AREA FOR A BETTER |
| | UNDERSTANDING OF THE DEPTH OF THESE ELEMENTS. 107.2.1.3 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 14A) PRODUCT APPROVALS MAYBE A DEFERRED SUBMITTAL: 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) WALL LOUVERS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | |
| | 14B) 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.. |
| | |
| | 15) COMPLIED. |
| | |
| | 16) 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. |
| | |
| | 17) 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] |
| | |
| | |
