| Date |
Text |
| 2016-05-09 08:21:29 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16040574 |
| | ADD: 1025 7TH ST. |
| | CONT: T. B. D. / TO BE DETEMINED |
| | 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. |
| | |
| | 1ST REVIEW |
| | DATE: MON. MAY 09/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) THE COVERSHEET LIST THIS BUILDING CONSTRUCTION TYPE |
| | AS A III-B TYPE CONSTRUCTION, SHEETS A1, A3 & A4 ALL |
| | SHOW THIS STRUCTURE WITH WOOD FRAME EXTERIOR WALLS. |
| | PLEASE REVIEW CONSTRUCTION TYPE FOR A III-B. PLANS DO |
| | NOT CALL OUT FOR FIRE RETARDANT TREATED WOOD FOR THE |
| | EXTERIOR WALL FRAMING MEMBERS OR SUB-SHEATHING. |
| | |
| | 2014 FBC-B 602.3. 602.3 TYPE III. TYPE III CONSTRUCTION |
| | IS THAT TYPE OF CONSTRUCTION IN WHICH THE EXTERIOR |
| | WALLS ARE OF NONCOMBUSTIBLE MATERIALS AND THE INTERIOR |
| | BUILDING ELEMENTS ARE OF ANY MATERIAL PERMITTED BY THIS |
| | CODE. FIRE-RETARDANT-TREATED WOOD FRAMING COMPLYING |
| | WITH SECTION 2303.2 SHALL BE PERMITTED WITHIN EXTERIOR |
| | WALL ASSEMBLIES OF A 2-HOUR RATING OR LESS. |
| | |
| | 2) A SURVEY IS PROVIDED FOR THE LOT THIS BUILDING IS TO |
| | BE BUILT UPON, BUT THERE IS NO PROPOSED BUILDING ON THE |
| | SURVEY SHOWING THE DIMENSIONS FROM THE PROPERTY LINES |
| | NOR THE REQUIRED SET BACKS. 2014 FBC-B TABLE 602 & |
| | TABLE 705.8. |
| | |
| | 3) 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) 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 OCCUPANCCIES 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) 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 COORIDOR 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) DISCREPANCY IN PLANS. THE COVERSHEET SHEET INDEX |
| | LIST SHEETS A1-A6 WHERE AS IN THE SET OF DRAWINGS THERE |
| | ARE 3 SHEETS LABELED A4, NO A5 OR A6. PLEASE CORRECT |
| | THE DISCREPANCY (TYPO) IN PLANS. 107.2.1.3 |
| | |
| | 6) FOUNDATIONSHEET (A5) VERSES SHEET A3 DETAIL 14 CUT |
| | SECTION OF EXTERIOR WALL AND FOUNDATION. SHEET A5 THE |
| | PERIMTETER FOUNDATION IS INDICATED AS 18 IN. WIDE X |
| | 16IN. DEEP. PLEASE SEE SHEET A3 DETAIL # 14. THE FINISH |
| | FLOOR IS SHOWN AT ELE. 0-0 FT. THE BOTTOM SILL PLATE IS |
| | RECESSED, THE DIMINSION 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 SHOLD 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) 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) DISCREPANCY IN PLANS. SHEET A2.2 THE ELEVATIONS |
| | SHOWS A 2FT OVERHANG FOR THE ROOF TRUSSES WHEREAS SHEET |
| | A3 DETAIL 14 SHOWS ONLY A 1FT. 4 IN. OVERHANG. SHEET |
| | A-6 (SHOWN AS A-4) THE TRUSS LAYOUT SHEET DOES NOT SHOW |
| | ANY DIMENSION AS FAR AS WHAT THE OVERHANG SHOULD BE? |
| | 107.2.1.3. |
| | |
| | 9) SHEET A-6 (SHOWN AS A-4) 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 USSUALLY FOUND ON TRUSS OVERHANGS OF 12 |
| | INCHES. THE WOOD 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) PLEASE NOTE SHEET A2.1 AND A4 BOTH SHOW THIS |
| | STRUCTURE HAVING A GABLE END ON BOTH ENDS OF THE |
| | BUILDING. THERE ARE NO DETAILS ON SHEET A4 FOR THE |
| | GABLE END WALL BRACING OF THE TOP CORD, END TRUSS WALL |
| | TO THE BOTTOM CORD OF TRUSSES BEING TRANSFERRED INTO |
| | THE WOOD FRAME BEARING WALL. FBC-B 2308.3.2.2. WHERE |
| | ROOF TRUSSES ARE USED AND ARE INSTALLED PERPENDICULAR |
| | TO AN EXTERIOR BRACED WALL LINE, LATERAL FORCES SHALL |
| | BE TRANSFERRED FROM THE ROOF DIAPHRAGM TO THE BRACED |
| | WALL OVER THE FULL LENGTH OF THE BRACED WALL LINE BY |
| | BLOCKING OF THE ENDS OF THE TRUSSES OR BY OTHER |
| | APPROVED METHODS PROVIDING EQUIVALENT LATERAL FORCE |
| | TRANSFER. BLOCKING SHALL BE MINIMUM 2 INCHES (51 MM) |
| | NOMINAL THICKNESS AND SHALL EXTEND TO WITHIN 2 INCHES |
| | (51 MM) FROM THE ROOF SHEATHING ABOVE AND SHALL BE |
| | FASTENED TO THE BRACED WALL LINE TOP PLATE AS SPECIFIED |
| | IN TABLE 2304.9.1, ITEM 11. NOTCHING OR DRILLING OF |
| | HOLES IN BLOCKING IN ACCORDANCE WITH THE REQUIREMENTS |
| | OF SECTION 2308.8.2 OR SECTION 2308.10.4.2 SHALL BE |
| | PERMITTED. |
| | |
| | 11) DISCREPANCY IN PLANS SHEET A2.1 SHOWS WALL AND ROOF |
| | ZONES PRESSURES FOR ZONES 1-5. THE CHART DOES NOT |
| | INDICATE IF THERE PRESSURES ARE IN VULT OR VASD. PLEASE |
| | ALSO REVIEW PRESSURES FOUND ON A-5 DETAIL 3 THE DETAIL |
| | SHOWS A HIP ROOF NOT A GABLE ROOF. THE PRESSURES FOR |
| | ZONES 2 AND 3 ARE THE SAME, THIS IS NOT TRUE FOR A |
| | GABLE ROOF!!! 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 12) SHEET A2 NOR A3 DETAIL 14 SHOW COMPLIANCE WITH: |
| | PLEASE PROVIDE ATTIC VENTILATIONS CALCULATIONS IN |
| | COMPLIANCE WITH 2308.10.11 ATTIC VENTILATION. FOR ATTIC |
| | VENTILATION, SEE SECTION 1203.2. |
| | |
| | 13) 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. |
| | |
| | 14) ROOFING: NOTICE: EFFECTIVE APRIL 1/2016 THE |
| | REFERENCED MIAMI-DADE COUNTY ELECTROGALVANIZED |
| | FASTENERS LISTINGS ARE SUSPENDED: |
| | 11--1019.02 & 11-1019.03 BLUELINX CORP. |
| | 12-0423.06 CONTINENAL MATERIALS, INC. |
| | 15-1123.04 PRIME SOURCE BUILDING PRODUCTS, INC. |
| | 13-0530.01 SPECIALTY FASTENING SYSTEM |
| | 12-0423.03 & 12-0423.04 SUMMIT CONGLOMERATE, LLC |
| | 12-1205.11, 12-1205.13 & 13-05 & 13-0514.05 WEATHERPRO, |
| | LLC |
| | |
| | 15) PLEASE SHOW COMPLIANCE WITH THE 2014 ENERGY CODE: |
| | C401.2 APPLICATION. |
| | COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE |
| | FOLLOWING: |
| | |
| | 1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1. |
| | |
| | 2. THE REQUIREMENTS OF SECTIONS C402, C403, C404 AND |
| | C405. IN ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY |
| | WITH EITHER SECTION C406.2, C406.3 OR C406.4. |
| | |
| | 3. THE REQUIREMENTS OF SECTION C407, C402.4, C403.2, |
| | C404, C405.2, C405.3, C405.4, C405.6 AND C405.7. THE |
| | BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 |
| | PERCENT OF THE STANDARD REFERENCE DESIGN BUILDING. |
| | |
| | 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. |
| | |
| | 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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