| 2014-03-14 09:24:54 | PLUMBING PLAN REVIEW |
| | PERMIT: 14030448 FOUNDATION/ PLUMBING |
| | MASTER: 14011102 |
| | ADD: 1715 PALM BEACH LAKES |
| | RED ROBIN GOURMET BURGERS & BREWS |
| | CONTRACTOR: TO BE DETERMINED |
| | CONTACT: A & J |
| | TEL: (561) 373-3902 KARI |
| | |
| | 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. |
| | |
| | 1ST REVIEW |
| | DATE: FRI. MACH 14/2014 |
| | ACTION: PLUMBING PROVISO |
| | |
| | 2010 CHAPTER 1 ADMINISTRATIVE CODE 105.13. |
| | SPECIAL PHASED PERMIT APPROVAL |
| | |
| | AFTER SUBMITTAL OF THE APPROPRIATE CONSTRUCTION |
| | DOCUMENTS, THE BUILDING OFFICIAL IS AUTHORIZED TO ISSUE |
| | A PERMIT FOR THE CONSTRUCTION OF FOUNDATIONS OR ANY |
| | OTHER PART OF A BUILDING OR STRUCTURE BEFORE THE |
| | CONSTRUCTION DOCUMENTS FOR THE WHOLE BUILDING OR |
| | STRUCTURE HAVE BEEN SUBMITTED. THE HOLDER OF SUCH |
| | PERMIT FOR THE FOUNDATION OR OTHER PARTS OF A BUILDING |
| | OR STRUCTURE SHALL PROCEED AT THE HOLDER'S OWN RISK |
| | WITH THE BUILDING OPERATION AND WITHOUT ASSURANCE THAT |
| | A PERMIT FOR THE ENTIRE STRUCTURE WILL BE GRANTED. |
| | CORRECTIONS MAY BE REQUIRED TO MEET THE REQUIREMENTS OF |
| | THE TECHNICAL CODES. THIS PROVISION IS ONLY FOR THE |
| | FLORIDA BUILDING CODE, ALL OTHER AGENCY APPROVALS |
| | NECESSARY FOR CONSTRUCTION MUST BE SECURED PRIOR TO |
| | THIS PROVISION BEING APPLIED. |
| | |
| | 1) PROVISO: 2010 FBC-PLUMB.315.1 REQUIREMENTS. PUBLIC |
| | FOOD SERVICE ESTABLISHMENTS AND FOOD ESTABLISHMENTS, AS |
| | DEFINED IN CHAPTER 381 FLORIDA STATUTES, CHAPTER 500 |
| | FLORIDA STATUTES AND CHAPTER 509 FLORIDA STATUTES, |
| | SHALL COMPLY WITH THE APPLICABLE CODE REQUIREMENTS |
| | FOUND IN THE FLORIDA BUILDING CODE, BUILDING, CHAPTER |
| | 4, SPECIAL DETAILED REQUIREMENTS BASED ON USE AND |
| | OCCUPANCY. PLEASE SEE DBPR WEBSITE FOR ADDITIONAL INFO: |
| | HTTP://WWW.MYFLORIDALICENSE.COM/DBPR/HR/LICENSING/ |
| | PLANREVIEWINDEX.HTML |
| | PLEASE NOTE WITHOUT THE APPROVAL FROM DBPR DIVISION OF |
| | HOTELS AND RESTARAUNTS REVISIONS MAY BE REQUIRED. |
| | |
| | 2) PROVISO: PLEASE NOTE GREASE INTERCEPTORS REQUIRE A |
| | SEPERATE PERMIT FOR RECORD RETENTION AND ENFORCEMENT OF |
| | THE CITIES FOG PROGRAM TO KEEP FROM HARMING THE CITIES |
| | SANITARY SYSTEM. PLEASE PROVIDE THE SIZE OF THE GREASE |
| | INTERCEPTOR, LOCATION AND PROVIDE THE CALCULATION FOR |
| | SIZING OF THE GREASE INTERCEPTOR. |
| | GREASE INTERCEPTORS THAT ARE SIZED, CONSTRUCTED AND |
| | APPROVED IN ACCORDANCE WITH RULE 64E-6, FLORIDA |
| | ADMINISTRATIVE CODE AND THAT ARE LOCATED OUTSIDE THE |
| | BUILDING SHALL USE THE FORUMULA FOUND IN FBC-P TABLE |
| | 1003.5.1 FOR RESTARAUNTS. THIS CAN BE SUBMITTED UNDER |
| | THIS REVIEW, NOTED FOR A TURN AROUND PERMIT WHEN |
| | APPLIED FOR. |
| | UNDER THIS REVIEW SHEET P1.1 DID NOT USE TBC-P TABLE |
| | 1003.5.1 THEY HAVE USED THE 2009 NATIONAL STANDARD |
| | PLUMBING CODE TABLE K-1 WITH A FLOW RATE OF 53.4 (NOT |
| | DOCUMENTED) AND A RETENSION TIME OF 45 MINUTES WITH A |
| | CALCULATED VOLUME OF 2403 GALLONS. WISHING TO RE-USE |
| | EXISTING GREASE INTERCEPTORS OF 2,500 GALLONS. THERE |
| | HAS BEEN NO INSPECTION OF THE EXISTING GREASE |
| | INTERCEPTORS PROVIDING IN WHAT CONDITION THEY ARE IN. |
| | |
| | I'VE SPOKEN WITH THE DESIGNER OF RECORD 3/13/2014 IF |
| | THEY INTEND TO HAVE THE 2009 NATIONAL STANDARD PLUMBING |
| | CODE TABLE K-1 TO BE USED FOR SIZING THEY WOULD NEED TO |
| | REQUEST THIS IN WRITTING TO THE BUILDING OFFICIAL |
| | UNDER: |
| | |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION 104.11 |
| | ALTERNATIVE MATERIALS, DESIGN AND METHODS OF |
| | CONSTRUCTION AND EQUIPMENT. |
| | THE PROVISIONS OF THIS CODE ARE NOT INTENDED TO PREVENT |
| | THE INSTALLATION OF ANY MATERIAL OR TO PROHIBIT ANY |
| | DESIGN OR METHOD OF CONSTRUCTION NOT SPECIFICALLY |
| | PRESCRIBED BY THIS CODE, PROVIDED THAT ANY SUCH |
| | ALTERNAT IVE HAS BEEN APPROVED. AN ALTERNATIVE |
| | MATERIAL, DESIGN OR METHOD OF |
| | CONSTRUCTION SHALL BE APPROVED WHERE THE BUILDING |
| | OFFICIAL FINDS THAT THE PROPOSED DESIGN IS SATISFACTORY |
| | AND COMPLIES WITH THE INTENT OF THE PROVISIONS OF THIS |
| | CODE, AND THAT THE MATERIAL, METHOD OR WORK OFFERED IS, |
| | FOR THE PURPOSE INTENDED, AT LEAST THE EQUIVALENT OF |
| | THAT PRESCRIBED IN THIS CODE IN QUALITY, STRENGTH, |
| | EFFECTIVENESS, FIRE RESISTANCE, DURABILITY AND SAFETY. |
| | WHEN ALTERNATE LIFE SAFETY SYSTEMS ARE DESIGNED, THE |
| | SFPE ENGINEERING GUIDE TO PERFORMANCE-BASED FIRE |
| | PROTECTION ANALYSIS AND DESIGN OF BUILDINGS, OR OTHER |
| | METHODS APPROVED BY THE BUILDING OFFICIAL MAY BE USED. |
| | THE BUILDING OFFICIAL SHALL REQUIRE THAT SUFFICIENT |
| | EVIDENCE OR PROOF BE SUBMITTED TO SUBSTANTIATE ANY |
| | CLAIM MADE REGARDING THE ALTERNATIVE. |
| | 104.11.1 RESEARCH REPORTS. SUPPORTING DATA, WHERE |
| | NECESSARY TO ASSIST IN THE APPROVAL OF MATERIALS OR |
| | ASSEMBLIES NOT SPECIFICALLY PROVIDED FOR IN THIS CODE, |
| | SHALL CONSIST OF VALID RESEARCH REPORTS FROM APPROVED |
| | SOURCES. 104.11.2 TESTS. WHENEVER THERE IS INSUFFICIENT |
| | EVIDENCE OF COMPLIANCE WITH THE PROVISIONS OF THIS |
| | CODE, OR EVIDENCE THAT A MATERIAL OR METHOD DOES NOT |
| | CONFORM TO THE REQUIREMENTS OF THIS CODE, OR IN ORDER |
| | TO SUBSTANTIATE CLAIMS FOR ALTERNATIVE MATERIALS OR |
| | METHODS, THE BUILDING OFFICIAL SHALL HAVE THE AUTHORITY |
| | TO REQUIRE TESTS AS EVIDENCE OF COMPLIANCE TO BE MADE |
| | AT NO EXPENSE TO THE JURISDICTION. TEST METHODS SHALL |
| | BE AS SPECIFIED IN THIS CODE OR BY OTHER RECOGNIZED |
| | TEST STANDARDS. IN THE ABSENCE OF RECOGNIZED AND |
| | ACCEPTED TEST METHODS, THE BUILDING OFFICIAL SHALL |
| | APPROVE THE TESTING PROCEDURES. TESTS SHALL BE |
| | PERFORMED BY AN APPROVED AGENCY. REPORTS OF SUCH TESTS |
| | SHALL BE RETAINED BY THE BUILDING OFFICIAL FOR THE |
| | PERIOD REQUIRED FOR RETENTION OF PUBLIC RECORDS. |
| | |
| | 3) PROVISO FUEL GAS TO BE REVIEWED UNDER SEPERATE |
| | PERMIT. THE SHEET P3.2 DOES HAVE A GAS RISER PLAN BUT |
| | NOT ENOUGH INFORMATION IS PROVIDED TO BE ABLE TO |
| | COMPLETE A GAS REVIEW AT THIS TIME, A LIST OF |
| | REQUIREMENTS IS LISTED BELOW. THE REVISED PLANS WITH |
| | NEW NOTES INDICATES SHEET P3.1 HAS THE NEW COOK LINE |
| | GAS LOADS, THIS SHEET WAS NOT PROVIDED. |
| | THE PLANS UBMITTED STILL DO NOT INDICATE THE DESIGN |
| | LONGEST LENTH METHOD, BRANCH OR IF HYBRID |
| | THE PLANS DO NOT PROVIDE THE TOTAL LOAD OR DEMAND |
| | WE STILL HAVE NOT BEEN PROVIDED WITH THE MANUFACTURERS |
| | SPEC SHEETS FOR THE GAS EQUIPMENT. |
| | COMBUSTION AIR OR VENT TERMINALS |
| | |
| | 3.1. SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS ALL |
| | CUT SECTIONS OF PIPE AND CORRESPONDING LENGTHS PER |
| | FBC-2010 FUEL GAS. |
| | |
| | 3.2. SHOW TYPE OF PIPING MATERIAL BEING INSTALLED, ALL |
| | PIPE SIZES, AND THE EDH NUMBER OF CORRUGATED STAINLESS |
| | STEEL TUBING FOR EACH PIPE SIZE IF BEING USED. FUEL GAS |
| | 402.3. |
| | |
| | 3.3. TYPE OF GAS, (LP OR NATURAL). |
| | |
| | 3.4. BTU LOAD OF EACH APPLIANCE AND THE TOTAL BTU LOAD |
| | ON THE SYSTEM. REFER TO THE FBC-2010 FUEL GAS SECS. |
| | 401.8 THRU 402.6.1 AND TABLES 402.4(1) THRU 402.4(35) |
| | |
| | 3.5. SHOW THE DISTANCE FROM THE POINT OF DELIVERY, |
| | (METER), TO THE MOST REMOTE OUTLET IN THE BUILDING |
| | AND/OR SYSTEM PER THE FBC-2010 FUEL GAS APPENDIX A ? |
| | USE OF CAPACITY SECTION A.3.1(4) |
| | |
| | 3.6. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE |
| | FBC-2010 FUEL GAS CODE SEC. 304 |
| | |
| | 3.7 INDICATE THE DELIVERY PRESSURE (PSI) PER FBC-2010 |
| | FUEL GAS SEC. 402.2. IF NATURAL GAS SPECIFY .5 PSI OR 2 |
| | PSI. |
| | |
| | 3.8. SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE |
| | AND TERMINATION OF THE GAS VENTS PER FBC-2010 FUEL GAS |
| | CODE SEC. 502 THRU 505. |
| | |
| | 3.9. SUBMIT MANUFACTURE SHEETS FOR ALL GAS EQUIPMENT TO |
| | VERIFY COMPLIANCE WITH STANDARDS NFPA 54, NFPA 58, AND |
| | FBC-2010 FUEL GAS SEC. 402.2 |
| | |
| | 4) PROVISO: TO BE REVIEWED UNDER THE MASTER BUILDING |
| | PERMIT: SHEET A 2.3 THE ROOF PLAN PLEASE SIZE ROOF FOR |
| | DRAINAGE, INCLUDE 1/2 THE HEIGTH OF THE PARAPET WALLS, |
| | RAINFALL CHART FIGURE 1106.1 INDICATES PALM BEACH |
| | COUNTY AS 4.5 INCHES 100 YEAR ONE HOUR RAIN FALL : |
| | |
| | 4A) SHEET A 2.3 INDICATES THE BACK HALF OF THE ROOF TO |
| | BE DRAINED WITH THROUGH THE WALL SCUPPERS AND EMERGENCY |
| | OVER FLOW THIS SAME SHEET INDICATES DETAILS 24 & 25 / |
| | A4.2 THESE DETAILS CAN NOT BE FOUND. PLEASE SIZE |
| | SCUPPERS AND OVERFLOWS TO TABLE FBC-P 1106.7. |
| | |
| | 4B) THE FRONT HALF OF THE ROOF IS SLOPED TO GUTTER, |
| | DETAIL 4 OF A4.2 INDICATES THE GUTTER, BUT THE |
| | ANCHORING OF THE GUTTER SYSTEM IS LACKING, NEITHER IS |
| | THERE |
| | SIZING OF THE GUTTER FOR THE 100 YEARRAIN FOR ONE HOUR |
| | AT 4.5 INCHES NOR FOR THE VERTICAL CONDUCTORS OR |
| | LEADERS, THE PLAN IS NOT CLEAR IF THEY ARE TO RUN |
| | INSIDE OF THE BUILDING OR ON THE EXTERIOR. SEE TABLES |
| | 1106.2 FOR VERTICAL & 1106.3 FOR HORIZONTAL PIPING. |
| | |
| | 4C) 2010 FBC-P 1107.1 REQUIRES A SECONDARY DRAINAGE |
| | SYSTEM, WHAT PROVISIONS ARE BEING MADE FOR THE GUTTER |
| | SYSTEM, IF THIS IS PLUGGED OR OVER FLOWS THE WATERS |
| | WILL TRAVEL DOWN THE LOWER ROOF TO THE SCUPPERS AND |
| | OVER FLOW SCUPPERS, PROVIDE ADDITIONAL INFORMATION, ARE |
| | TO BE OVERSIZED FOR THIS TYPE OF SITUATION? |
| | |
| | 4D) PROVIDE HOW THE RAIN WATER RUN OFF WILL BE DRAINED |
| | AWAY FROM THE BUILDING, CIVIL SHOWED THE TIE INTO THE |
| | STORM DRAIN, WHAT WILL KEEP THE RAINWATER FROM BACKING |
| | UP AND ONTO THE ROOF IF THE STORM SYSTEM IS BLOCKED OR |
| | FULL? PROVISIONS FOR OVERFLOW? |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
