| Date |
Text |
| 2014-08-25 06:46:04 | BUILDING PLAN REVIEW |
| | PERMIT: 14080059 |
| | ADD: 5660 N MILITARY TRL. |
| | CONT: TBD |
| | TEL: (901)495-8701 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 2010 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. AUG. 25/2014 |
| | ACTION: DENIED |
| | |
| | 1) MISSING DOCUMENTS: |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 107.3.5 MINIMUM PLAN |
| | REVIEW CRITERIA FOR BUILDINGS. THE EXAMINATION OF THE |
| | DOCUMENTS BY THE BUILDING OFFICIAL SHALL INCLUDE THE |
| | FOLLOWING MINIMUM CRITERIA AND DOCUMENTS: |
| | 107.3.5.1 COMMERCIAL BUILDINGS: |
| | 107.3.5.1.1 BUILDING |
| | 1. SITE REQUIREMENTS: |
| | PARKING |
| | FIRE ACCESS |
| | VEHICLE LOADING |
| | DRIVING/TURNING RADIUS |
| | FIRE HYDRANT/WATER SUPPLY/POST INDICATOR VALVE (PIV) |
| | SET BACK/SEPARATION (ASSUMED PROPERTY LINES) |
| | LOCATION OF SPECIFIC TANKS, WATER LINES AND SEWER LINES |
| | FLOOD HAZARD AREAS, FLOOD ZONES, AND DESIGN FLOOD |
| | ELEVATIONS |
| | ACCESSIBILITY REQUIREMENTS SHALL INCLUDE THE FOLLOWING: |
| | SITE REQUIREMENTS |
| | ACCESSIBLE ROUTE |
| | |
| | 107.2.5 SITE PLAN. THE CONSTRUCTION DOCUMENTS SUBMITTED |
| | WITH THE APPLICATION FOR PERMIT SHALL BE ACCOMPANIED BY |
| | A SITE PLAN SHOWING TO SCALE THE SIZE AND LOCATION OF |
| | NEW CONSTRUCTION AND EXISTING STRUCTURES ON THE SITE, |
| | DISTANCES FROM LOT LINES, THE ESTABLISHED STREET GRADES |
| | THE PROPOSED FINISHED GRADES AND, AS APPLICABLE, FLOOD |
| | HAZARD AREAS, FLOODWAYS, AND DESIGN FLOOD ELEVATIONS; |
| | AND IT SHALL BE DRAWN IN ACCORDANCE WITH AN ACCURATE |
| | BOUNDARY LINE SURVEY. |
| | IN THE CASE OF DEMOLITION, THE SITE PLAN SHALL SHOW |
| | CONSTRUCTION TO BE DEMOLISHED AND THE LOCATION AND SIZE |
| | OF EXISTING STRUCTURES AND CONSTRUCTION THAT ARE TO |
| | REMAIN ON THE SITE OR PLOT. THE BUILDING OFFICIAL IS |
| | AUTHORIZED TO WAIVE OR MODIFY THE REQUIREMENT FOR A |
| | SITE PLAN WHEN THE APPLICATION FOR PERMIT IS FOR |
| | ALTERATION OR REPAIR OR WHEN OTHERWISE WARRANTED. |
| | |
| | 2) MISSING SOILS REPORT 2010 FBC-B 1803.2 |
| | INVESTIGATIONS REQUIRED. GEOTECHNICAL INVESTIGATIONS |
| | SHALL BE CONDUCTED IN ACCORDANCE WITH SECTIONS 1803.3 |
| | THROUGH 1803.5. |
| | 1803.3 BASIS OF INVESTIGATION. SOIL CLASSIFICATION |
| | SHALL BE BASED ON OBSERVATION AND ANY NECESSARY TESTS |
| | OF THE MATERIALS DISCLOSED BY BORINGS, TEST PITS OR |
| | OTHER SUBSURFACE EXPLORATION MADE IN APPROPRIATE |
| | LOCATIONS. ADDITIONAL STUDIES SHALL BE MADE AS |
| | NECESSARY TO EVALUATE SLOPE STABILITY, SOIL STRENGTH, |
| | POSITION AND ADEQUACY OF LOAD-BEARING SOILS, THE EFFECT |
| | OF MOISTURE VARIATION ON SOIL-BEARING CAPACITY, |
| | COMPRESSIBILITY, LIQUEFACTION AND EXPANSIVENESS. |
| | |
| | 3) THE COVERSHEET A0 LIST THE PRODUCT APPROVALS, WE |
| | REQUIRE THE PRODUCT APPROVALS 2 COPIES OF EACH ON E FOR |
| | RECORD RETENION THE OTHER FOR THE FIELD INSPECTORS. |
| | WINDOWS AND DOORS WITH GLAZING, IDENTIFY WHICH MODEL IF |
| | MORETHAN ONE TYPE IS LISTED (FL REPORTS), IDENTIFY THE |
| | TYPE OF GLAZING TO BE INSTALLED, INDENTIFY WIDTH & |
| | LENGTH OF GLAZING UNITS, MULLIONS, AND ASSOCIATED |
| | PRESSURES. ETC. 2010 FBC-B 1609.1.2 PROTECTION OF |
| | OPENINGS, 1609.6.4.41 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. ROOF HATCHES |
| | (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | (E) SHUTTERS |
| | (F) SKYLIGHTS |
| | (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C |
| | STANDS |
| | |
| | 4) 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.. |
| | |
| | 5) 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, |
| | THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE |
| | AND DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS, |
| | FASTENING REQUIREMENTS, FLASHING REQUIREMENTS AND WIND |
| | RESISTANCE RATING THAT ARE REQUIRED TO BE INSTALLED. |
| | PRODUCT EVALUATION AND INSTALLATION SHALL INDICATE |
| | COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR THE |
| | SPECIFIC SITE OR A STATEMENT BY AN ARCHITECT OR |
| | ENGINEER FOR THE SPECIFIC SITE MUST BE SUBMITTED WITH |
| | THE CONSTRUCTION DOCUMENTS. |
| | |
| | 6) 107.2.4 EXTERIOR WALL ENVELOPE. CONSTRUCTION |
| | DOCUMENTS FOR ALL BUILDINGS SHALL DESCRIBE THE EXTERIOR |
| | WALL ENVELOPE IN SUFFICIENT DETAIL TO DETERMINE |
| | COMPLIANCE WITH THIS CODE. THE CONSTRUCTION DOCUMENTS |
| | SHALL PROVIDE DETAILS OF THE EXTERIOR WALL ENVELOPE AS |
| | REQUIRED, INCLUDING FLASHING, INTERSECTIONS WITH |
| | DISSIMILAR MATERIALS, CORNERS, END DETAILS, CONTROL |
| | JOINTS, INTERSECTIONS AT ROOF, EAVES OR PARAPETS, MEANS |
| | OF DRAINAGE, WATER-RESISTIVE MEMBRANE AND DETAILS |
| | AROUND OPENINGS. THE CONSTRUCTION DOCUMENTS SHALL |
| | INCLUDE MANUFACTURER?S INSTALLATION INSTRUCTIONS THAT |
| | PROVIDE SUPPORTING DOCUMENTATION THAT THE PROPOSED |
| | PENETRATION AND OPENING DETAILS DESCRIBED IN THE |
| | CONSTRUCTION DOCUMENTS MAINTAIN THE WEATHER RESISTANCE |
| | OF THE EXTERIOR WALL ENVELOPE. THE SUPPORTING |
| | DOCUMENTATION SHALL FULLY DESCRIBE THE WALL SYSTEM |
| | WHICH WAS TESTED, WHERE APPLICABLE, AS WELL AS THE TEST |
| | PROCEDURE USED. |
| | |
| | 7) SHEET A3 DETAIL # 1 AS WELL AS THE ENERGY CALCS |
| | INDICATE THE USE OF R-30 INSULATION, PLEASE PROVIDE A |
| | CROSS SECTION OF ROOF WITH THE THE R-30 INSULATION, THE |
| | TYPE OF MATERIAIL ANAD HOW IT WILL BE ATTACHED TO THE |
| | ROOF DECK. ENERGY CODE WHOLE BUILDING METHOD 506.3.1./ |
| | COMPONENTS & CLADDING 1609.1.2. |
| | |
| | 8) SHEET A6 & S2 DETAIL # 4 SHOW THE USE OF ROOF TOP |
| | A/C CURBS BUT THE PLANS DO NOT PROVIDE HOW THE ROF OP |
| | PACKAGE UNIT WILL BE TIED TO THE A/C CURB, PART OF |
| | COMPONENTS AND CLADDING. , 1609.6.4.41 COMPONENTS & |
| | CLADDING. |
| | |
| | 9) SHEET S2 THE ROOF TOP HATCH IS LOCATED WITHIN 10FT |
| | OF THE PARAPET, PLEASE SHOW COMPLIANCE WITH 2010 FBC-B |
| | 1013.6 ROOF ACCESS. |
| | GUARDS SHALL BE PROVIDED WHERE THE ROOF HATCH OPENING |
| | IS LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR |
| | OPEN SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN |
| | SIDE IS LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE |
| | FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE |
| | CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A SPHERE 21 |
| | INCHES (533 MM) IN DIAMETER. |
| | |
| | 10) PLEASE PROVIDE WHERE THE STRUCURAL PLANS INDICATE |
| | THE USE OF LONGITUDINAL (HORIZONTAL) WALL |
| | REINFORCEMENT, AND ON WHAT CENTERS? 2010 FBC-B 2108.2/ |
| | ASCE 530. |
| | |
| | 11) 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. |
| | |
| | 12) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE & 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 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | CONSTRUCTION SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | |
