| Date |
Text |
| 2018-01-10 14:35:28 | 2014 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17090202 |
| | ADD: 1422 OKEECHOBEE RD. |
| | CONT: CEDARS ELECTRO-MECHANICAL, INC. |
| | TEL: 561-588-4088 IBRAHIM CHALHOUB |
| | E-MAIL: [email protected] |
| | |
| | 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. JAN. 10/2018 |
| | ACTION: DENIED |
| | |
| | 1) COMPLIED. |
| | |
| | 2) 2ND REQUEST. THE SUBMITTED REPORT HAS PHOTO-COPIED |
| | SIGNATURES, SIGNATURES ARE PIXILATED. |
| | 61G15-23.002(2)(B) FL. ADMIN. CODE. |
| | |
| | 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. PLEASE PROVIDE A |
| | SOILS REPORT FOR THE LOAD BEARING CAPACITY OF THE SOIL. |
| | WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY |
| | OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE |
| | SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE |
| | BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A |
| | GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
| | |
| | 3) THE COVERSHEET: |
| | 3A) COMPLIED. |
| | |
| | 3B) SEMI-COMPLIED COMMENT C3 NEEDS TO BE COMPLIED WITH |
| | FIRST. THE PLANS INDICATE THIS BUILDING IS A S2 |
| | OCCUPANCY. THE COVERSHEET LIST THE S2 OCCUPANCY OF 9906 |
| | SQ. FT. AND THE BUSINESS OCCUPANCY 1400 SQ. FT. A TOTAL |
| | OF 11,306 SQ. FT. THE BUSINESS OCCUPANCY BEING 1400 SQ. |
| | FT. IS 0.12 % OR OVER 10% BUILDING AREA MAKING THE |
| | BUILDING A MIXED USE BUILDING, SEE FBC-B 508.2.1. |
| | |
| | 3C) 2ND REQUEST. THE PLANS INDICATE THE OCCUPANCY |
| | SEPARATION WALL (FIRE BARRIER WALL) TO COMPLY WITH NFPA |
| | 88A FIRE PARTITION. |
| | SEE 2014 FBC-B 707.3.9 SEPARATED OCCUPANCIES. WHERE THE |
| | PROVISIONS OF SECTION 508.4 ARE APPLICABLE, THE FIRE |
| | BARRIER SEPARATING MIXED OCCUPANCIES SHALL HAVE A |
| | FIRE-RESISTANCE RATING OF NOT LESS THAN THAT INDICATED |
| | IN TABLE 508.4 BASED ON THE OCCUPANCIES BEING |
| | SEPARATED. |
| | TABLE 707.3.10 WOULD REQUIRE A 2 HOUR FIRE BARRIER WITH |
| | A 1 HOUR REDUCTION WITH FIRE SPRINKLERS. |
| | |
| | 1ST ROUND OF COMMENTS. PLEASE SEE TABLE 508.4 OCCUPANCY |
| | SEPARATION, PLEASE DECLARE THE OCCUPANCY SEPARATION, |
| | AND IF TAKING THE REDUCTION IN HOURS FOR A FIRE |
| | SPRINKLERED BUILDING. |
| | |
| | 3D) SEMI-COMPLIED. 2014 FBC-B 508.3.3 SEPARATION. TRUE |
| | SHEET 1.1 SHOWS I1 HOUR SEPARATION WITH A FIRE BARRIER |
| | WALL. TABLE508.3 & TABLE 707.3.10. BUT THE FLOOR PLAN |
| | SHEET 3.0 LIST THE SAME WALL AS A FIRE PARTITION |
| | (SECTION 708), NOT A FIRE BARRIER (SECTION 709). |
| | |
| | |
| | 3E) 2ND REQUEST. THE COVERSHEET INDICATES THIS BUILDING |
| | TO BE FIRE SPRINKLERED. THERE IS NO FIRE SPRINKLER |
| | CALCULATIONS NOR PLANS IN THIS REVIEW CYCLE. |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| | 107.3.5.1.1 COMMERCIAL BUILDINGS/ BUILDING REVIEW: |
| | FIRE SUPPRESSION SYSTEMS SHALL INCLUDE: |
| | SCHEMATIC FIRE SPRINKLERS |
| | STANDPIPES |
| | PRE-ENGINEERED SYSTEMS |
| | RISER DIAGRAM |
| | W. P. B. ADMINISTRATIVE CODE105.3.1.2(2) FIRE SPRINKLER |
| | DOCUMENTS FOR ANY NEW BUILDING OR ADDITION WHICH |
| | INCLUDES A FIRE SPRINKLER SYSTEM WHICH CONTAINS 50 OR |
| | MORE SPRINKLER HEADS. A CONTRACTOR I, CONTRACTOR II OR |
| | CONTRACTOR IV, CERTIFIED UNDER SECTION 633.521, FLORIDA |
| | STATUTES, MAY DESIGN A FIRE |
| | SPRINKLER SYSTEM OF 49 OR FEWER HEADS AND MAY DESIGN |
| | THE ALTERATION OF AN EXISTING FIRE SPRINKLER SYSTEM IF |
| | THE ALTERATION CONSISTS OF THE RELOCATION, ADDITION OR |
| | DELETION OF NOT MORE THAN 49 HEADS, NOTWITHSTANDING THE |
| | SIZE OF THE EXISTING FIRE SPRINKLER SYSTEM. |
| | |
| | 3F) COMPLIED. STRUCTURAL STEEL FRAMING PLANS. |
| | |
| | 3G) SEMI-COMPLIED. 2014 FBC-B 1609.1.2 PROTECTION OF |
| | OPENINGS, 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA |
| | DEPARTMENT OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE |
| | 61G20-3.005, RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY |
| | OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE |
| | PRODUCT APPROVALS: |
| | |
| | (31)(B) WINDOWS SUBMITTED FL 14218-R8 SHEET 3 OF 17 |
| | GLAZING DETAIL A CIRCLED NOTE THIS IS A SMALL MISSILE |
| | IMPACT SHEET, WINDOWS ARE LESS THAN 30 FEET ABOVE |
| | GRADE. THEY NEED TO BE LARGE MISSILE IMPACT RESISTANT |
| | RATED. |
| | |
| | (D) ROOF TOP CURBS SUBMITTED FL 16-0219.01 SEE |
| | TECHNICAL SHEET 5 OF 5. RESTRAINT BRACKET QUANTITY IS |
| | DETERMINED BY PROJECT SPECIFIC CALCULATIONS, PERFORMED |
| | BY A FLORIDA LICENSED PE OR FLORIDA REGISTERED |
| | ARCHITECT THAT CONSIDER THE UNIQUE COMBINATION OF THE |
| | UNIT SIZE AND APPLICABLE LATERAL AND UPLIFT PRESSURES |
| | FOR EACH JOB. PLEASE PROVIDE CALCULATION FOR HOW MANY |
| | BRACKETS WILL BE NEEDED FOR EACH TYPE OF UNIT. |
| | |
| | 3H)SEMI-COMPLIED , FLORIDA APPROVAL 14218-R8 NEEDS TO |
| | BE CORRECTED, |
| | IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE |
| | PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF |
| | RECORD AND BEFORE SUBMISSION TO THE BUILDING |
| | DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE |
| | IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING, |
| | MULLION INFORMATION IF REQUIRED, ATTACHMENTS AND |
| | ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B |
| | 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE |
| | INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURERS |
| | INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE |
| | PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED |
| | BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS. |
| | |
| | 4) COMPLIED. ACCESSIBLE SHOWER. |
| | |
| | 5-6) COMPLIED. |
| | . |
| | 7) SHEET A3.1 FBC-B 406.8.6 AUTOMATIC SPRINKLER SYSTEM. |
| | A REPAIR GARAGE SHALL BE EQUIPPED WITH AN AUTOMATIC |
| | SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.2.9.1. |
| | |
| | 8) 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. |
| | |
| | 9) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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. |
| | |
| | THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE |
| | COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR |
| | ON SUBSEQUENT REVIEWS. |
| | |
| | |
| | JAMES A. WITMER BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. |
| | WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| 2018-01-10 08:29:23 | EXIST. BLDG. |
| | ALT: V-B |
| | OCC.: B |
| | FULLY SPRINKLERED |
| | SQ. FT. 1,400 |
| | OCC. LOAD 14 |
| | 1 RESTROOM |
| | |
| | ADDITION: |
| | II-B |
| | OCC:S-2 |
| | FULLY SPRINKLERED |
| | SQ. FT. 9,906 |
| | OCC. LOAD 33 |
| | 2 RESTROOM |
| | |
| | |
