| Date |
Text |
| 2014-12-03 17:09:31 | BUILDING PLAN REVIEW |
| | PERMIT: 14110622 |
| | ADD: 5935 S DIXIE HWY |
| | CONT: ABACOA CONSTRUCTION |
| | TEL: (561)249-1212 |
| | |
| | 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: WED. DEC. 03/2014 |
| | ACTION: DENIED |
| | |
| | 1) SHEET # 1; |
| | 1A) PLEASE SEE THE CODE SUMMARY UNDER THE HEADING 2.2 |
| | THE PLANS INDICATE A NON-SPRINKLERED BUILDING - NFPA |
| | 13. PLEASE SEE GENERAL BUILDING CODE ANALYSIS THE PLANS |
| | INDICATE THE TRAVEL DISTANCE FOR A BUSINESS OCCUPANCY |
| | OF 200 FT. FBC-B TABLE 1016.1 ALLOWS 300 FT. TRAVEL |
| | DISTANCE. THERE ARE DISCREPANCIES IN THE PLANS, UNABLE |
| | TO DETERMINE IF THE BUILDING IS FIRE SPRINKLERED OR |
| | NOT. |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 107.2.1.3. ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| | 107.3.5.1.1 COMMERCIAL BUILDINGS ( 5.) FIRE SUPPRESSION |
| | SYSTEMS SHALL INCLUDE: |
| | EARLY WARNING SMOKE EVACUATION SYSTEMS |
| | SCHEMATIC FIRE SPRINKLERS |
| | |
| | 1B) THE TITLEBLOCK FOR THIS SHEET INDICATES, FLOOR PLAN |
| | W/ LIFE SAFETY. THE PLANS DO NOT INCLUDE ANY ELEMENTS |
| | FOR LIFE SAFETY!!!!!!!!! |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. |
| | 107.3.5.1.1 COMMERCIAL BUILDINGS |
| | (7). OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE: |
| | OCCUPANCY LOAD |
| | GROSS |
| | NET |
| | MEANS OF EGRESS |
| | EXIT ACCESS |
| | EXIT |
| | EXIT DISCHARGE |
| | STAIRS CONSTRUCTION/GEOMETRY AND PROTECTION |
| | DOORS |
| | EMERGENCY LIGHTING AND EXIT SIGNS |
| | |
| | 1C) FLOOR AREA TABULATIONS; |
| | 1ST FLOOR UNDER AIR 3901 |
| | |
| | 2ND FLOOR EXIST A/C 3505 |
| | 2ND FL ADDITION 488 |
| | -------------- |
| | SUM OF 2ND FL IS 3993 SQ FT, GREATER THAN THE FOOT |
| | PRINT OF 1ST FLOOR, WHERE DOES THE 2ND FLOOR OVERHANG |
| | THE 1ST FLOOR? NO SURVEY OR SITE PLAN WAS SUBMITTED, AT |
| | THIS TIME WE CAN NOT DETERMINE IF THIS EFFECTS EXTERIOR |
| | FIRE RESISTANCE RATINGS OF THE BUILDING, FBC-B TABLE |
| | 602 AND OPENING PROTECTIVES UNDER FBC-B TABLE 708.5 & |
| | 3202.2. DOORS AND WINDOWS SHALL NOT OPEN OR PROJECT |
| | INTO THE PUBLIC RIGHT-OF-WAY. |
| | |
| | A THROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | 2) THE 2010 FBC-EXISTING BUILDING CODE 1003.2 |
| | ADDITIONAL GRAVITY LOADS. EXISTING STRUCTURAL ELEMENTS |
| | SUPPORTING ANY ADDITIONAL GRAVITY LOADS AS A RESULT OF |
| | ADDITIONS SHALL COMPLY WITH THE FLORIDA BUILDING CODE, |
| | BUILDING. THE ADDITION WILL IMPOSE LOADS ON SOME |
| | PORTION OF THE EXISTING BUILDING STRUCTURE THAT EXCEEDS |
| | THE CAPACITY OF THE MEMBER AND REQUIRE REINFORCEMENT OR |
| | OTHER MITIGATION. WHERE THE ADDITION RESULTS IN A NET |
| | INCREASE IN GRAVITY LOADS THAT IS SUPPORTED BY THE |
| | EXISTING STRUCTURE, THE AFFECTED STRUCTURAL COMPONENTS |
| | MUST BE CHECKED TO VERIFY THEY SATISY THE REQUIREMENTS |
| | OF THE CODE FOR A NEW STRUCTURE. |
| | THE EXISTING 1ST FLOOR ROOF TRUSSES WOULD HAVE BEEN |
| | DESIGNED WITH A LIVE LOAD OF 20 TO 30 PSF LIVE LOADS, |
| | THE LIVE LOADS FOR THE SAME EXISTING TRUSS SYSTEM |
| | USED AS A FLOOR SYSTEM WILL BE PER FBC-B TABLE (25) |
| | OFFICES 50 PSF. THIS IS OVER THE 5% ALLOWABLE |
| | EXCEPTION. |
| | |
| | 3) THE PLANS SHEET A2 DO NOT PROVIDE WHAT WAY THE ROOF |
| | IS TO SLOPE, WHAT THE ROOF PITCH WILL BE THE SIZE OF |
| | THE SCUPPERS AND THE EMEERGENCY OVER FLOW SCUPPERS ARE? |
| | FBC-B 1503.4.2/ 1503.4.2.1 OVERFLOW SCUPPERS. |
| | |
| | 4)SHEET A2. 1503.5 ROOF VENTILATION. ATTIC VENTILATION |
| | SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1203.2 AND |
| | THE MANUFACTURER?S INSTALLATION INSTRUCTIONS. |
| | |
| | 5) ONLY ONE SET OF ENERGY CALCULATIONS. THE PLANS ALSO |
| | DO NOT PROVIDE COMPLIANCE WITH THE ENERGY CODE THE |
| | MANDATORY PROVISONS FOR THE THERMO ENVELOPE.ENERGY CODE |
| | 502.1. BUILDINGS, RENOVATIONS AND ALTERATIONS. THE |
| | BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS |
| | OF TABLE 502.1.1.1(2). |
| | |
| | 6) 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN- |
| | CHAPTER 6 OF ASCE 7-10. |
| | 1609.3 BASIC WIND SPEED FIGURE 1609.A-C |
| | 1609.3 WIND SPEED CONVERSION |
| | 6.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.3.1 & ASCE 7-10 |
| | |
| | 6.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10. |
| | |
| | 6.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.4 & ASCE 7-10 |
| | |
| | 6.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| | SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10. |
| | |
| | 6.5) ONLY ONE SET OF PRODUCT APPROVALS. COMPONENTS & |
| | CLADDING PRESSURES POSITVE & NEGATIVE TABLE 1609.2(2) . |
| | |
| | 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)(B) WINDOWS & MULLIONS |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES- IDENTIFY |
| | SUB-SYSTEMS, EACH SUB-SYSTEM HAS THEIR OWN DESIGN |
| | PRESSURES AND LIMITATIONS. |
| | |
| | 7) SHEET # 1 ACCESSIBLITY; |
| | |
| | 7A) THE ACCESSIBILITY DETAIS ON THIS SHEET WILL NEED TO |
| | SHOW COMPLIANCE WITH 2010 FL ACCESS. CODE GRAB BARS, |
| | 609.8 STRUCTURAL STRENGTH. |
| | ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS |
| | USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS |
| | (1112 N) IS APPLIED AT ANY POINT ON THE GRAB BAR, |
| | FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. |
| | |
| | 7B) THE ADDITION BATHROOM AND ACCESSIBLE RESTROOM |
| | DETAIL WILL NOT MEET THE SIDE WALL GRAB BAR |
| | REQUIREMENTS, OF 2010 FL ACCESS. CODE 604.5.1 THE SIDE |
| | WALL GRAB BAR IS TO BE LOCATED AT 12 INCHES OFF THE |
| | CORNER, 42 INCHES LONG AND EXTENDING 54 INCHES FROM THE |
| | REAR WALL. IT APPEARS IN BOTH DETAILS THE GRAB BAR IS |
| | JAMBED IN THE CORNER, IT WILL BE OUT IN THE DOORWAY IF |
| | START POINT IS 12 INCHES FROM THE CORNER AND FROM THE |
| | REAR WALL. |
| | |
| | 7C) THE ACCESSIBLE ELEVATION DETAIL, PLEASE PROVIDE THE |
| | HEIGHT REQUIREMENTS FOR THE WATER CLOSET, THE |
| | DIMENSIONS ARE ILLEGIBLE, FL ACCESS. CODE 604.2. |
| | |
| | 7D) PLEASE SHOW SHOWER CONTROLS AND GRAB BAR LOCATIONS |
| | FOR SHOWER. FL ACCESS. CODE 608.3. |
| | |
| | 7E) PLEASE PROVIDE THE CLEAR FLOOR SPACE REQUIREMENT FL |
| | ACCESS. CODE 604.3.2 OVERLAP, IN THE DETAILS IT APPEARS |
| | THE LAVATORY IS LOCATED WITHIN THE REQUIRED 60 INCH |
| | CLEAR FLOOR SPACE OF THE WATER CLOSET. |
| | |
| | 7F) THE TYPICAL ADA DOOR DETAIL SHOWS THE DOOR IN THE |
| | DOORWAY AND DIMENSIONED FROM JAMB TO JAMB 32 INCHES |
| | CLEAR. UNLESS THE DETAIL INDICATES THE USE OF OFFSET |
| | HINGES THAT THROUGH THE DOOR OUT OF THE JAMB, THE |
| | MINIMUM JAMB TO JAMB DIMENSION WOULD BE 2'-10" THAT |
| | WILL ALLOW 32 INCHES OF CLEAR OPENING. |
| | 2010 FL ACESS. CODE 404.2.3 CLEAR WIDTH. |
| | DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES |
| | (815 MM) MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH |
| | SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF |
| | THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. |
| | |
| | 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. 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 CAN NOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | TO REVIEW PERMIT STATUS OR ALL REVIEWS YOU MAY LOG ONTO |
| | HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STA |
| | TUS.ASPX FOR PERMIT STATUS. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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