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 |
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| 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. |
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| 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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