| Date |
Text |
| 2016-09-01 10:36:48 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16080025 |
| | ADD: 1210 N. DIXIE HWY. |
| | CONT: BURGER GULF |
| | TEL: 850-629-9805 |
| | 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. |
| | |
| | 1ST REVIEW |
| | DATE: FRI. SEPT. 01/2016 |
| | ACTION: DENIED |
| | |
| | 1) PLEASE NOTE THIS PERMIT DESCRIPTION FOR THE SCOPE OF |
| | WORK IS FOR A NEW BURGER KING RESTAURANT. TO DATE THERE |
| | HAS BEEN NO PERMIT APPLIED FOR, TO DEMOLISH THE CURRENT |
| | STRUCTURE. WE WILL NEED A DEMO PERMIT APPLIED FOR |
| | BEFORE THE ISSUANCE OF THIS PERMIT. THE OTHER ISSUE IS |
| | IN ORDER NOT TO HAVE TO PAT IMPACT FEES ON THE NEW |
| | BUILDING OR ONLY A PORTION OF THE BUILDING. A |
| | CERTIFICATE OF COMPLETION FOR THE REMOVAL OF THE |
| | EXISTING BUILDING WOULD BE REQUIRED TO GET THE CREDIT |
| | FROM THE PALM BEACH COUNTY IMPACT FEE OFFICE. FOR |
| | FURTHER INFORMATION PLEASE CALL (561) 233-5025. |
| | |
| | 2) SHEET S-0 FOUNDATION NOTE 1 & 2 BOTH INDICATE |
| | LETTERS REQUIRED BY THE CITY OF MIAMI-DADE. PLEASE |
| | DELETE THESE NOTES SINCE THEY DO NOT HAVE ANY |
| | SIGNIFICANCE ON THE PROJECT. THIS PROJECT IS NOT |
| | LOCATED IN THE HIGH VELOCITY HURRICANE ZONE. 107.2.1.3 |
| | DISCREPANCY IN THE PLANS. |
| | |
| | 3) SHEET S-0 FOUNDATION NOTE E INDICATES THE FOUNDATION |
| | MAY BE LOWERED 6 INCHES LOWER INTO THE LIMESTONE BASED |
| | ON THE BEST AVAILABLE SOIL BEARING LOADS. THIS AGAIN |
| | SOUNDS LIKE THE TYPE OF SOILS FOUND IN THE MIAMI-DADE |
| | AREA WHERE THE LIMESTONE BEDROCK IS JUST BELOW GRADE. |
| | THERE IS GOING TO BE A BUILDING DEMOLISHED FROM THIS |
| | SITE WILL THERE BE SOILS BORING TO BE TAKEN OR IS THERE |
| | GOING TO BE A MINIMUM DENSITY REQUIRED FOR A MINIMUM |
| | BEARING VALUE REQUIRED FOR THE STEM WALL FOUNDATION? |
| | NOTE I SPEAKS ABOUT THE DENSITY REQUIRED FOR THE SLAB |
| | ON GRADE. FBC-B 1803.5.2 QUESTIONABLE SOIL. |
| | |
| | 4) SHEET S-0 NOTE H INDICATES THE USE OF CONCRETE |
| | FOUNDATIONS ARE PERMITTED TO BE CAST AGAINST THE EARTH |
| | WHERE IN THE OPINION OF THE BUILDING OFFICIAL, SOIL |
| | CONDITIONS DO NOT REQUIRE FORMWORK. PLEASE NOTE THE |
| | SOILS IN THIS AREA DOES REQUIRE THE FOUNDATION TO BE |
| | FORMED. 2014 FBC-B 1808.8.5. |
| | |
| | 5) SHEET S-0 HEADING 7 DESIGN LOADS (B) GIVE THE WIND |
| | DESIGN CRITERIA 170 VULT EXP. C ASCE 7-10. PLEASE |
| | REVIEW SHEET S-7 WINDOW & DOOR REQUIREMENTS INDICATES |
| | THE REQUIREMENTS WERE DESIGNED TO THE 2014 FBC-B & ASCE |
| | 7-05. PLEASE NOTE THE 2014 FBC-B 1609.1.1 AND CHAPTER |
| | 35 REFERENCE THE ASCE 7-10 NOT THE ASCE 7-05. |
| | |
| | 6) SHEET S-7 THE WINDOW AND DOOR CHARTS APPEAR TO BE |
| | LOW BY APPROXIMATELY 4 PSF FROM THE TABLES FOUND IN THE |
| | ASCE 7-10 FIGURE 30.5-1. |
| | |
| | 7) SHEET S-7 DOES NOT PROVIDE NOR ANY OTHER STRUCTURAL |
| | SHEET PROVIDE THE ROOF PRESSURES FOR ROOF ZONES 1,2 AND |
| | 3. 2014 FBC-B 1603.1.4 WIND DESIGN DATA. 5. DESIGN WIND |
| | PRESSURES TO BE USED FOR EXTERIOR COMPONENT AND |
| | CLADDING MATERIALS NOT SPECIFICALLY DESIGNED BY THE |
| | REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR THE |
| | DESIGN OF THE STRUCTURE, PSF (KN/ M2). |
| | TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | PLEASE CONVERT THE PRESSURES TO VASD SINCE THE PRODUCT |
| | APPROVALS ARE IN VASD. 1609.3.1 WIND SPEED CONVERSION |
| | VULT TO VASD. |
| | |
| | 8) COMPONENTS & CLADDING. 2014 FBC-B 1609.1.2 |
| | PROTECTION OF OPENINGS, 1609.6.4.4.1 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. |
| | (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP CURBS, |
| | EXHAUST FANS |
| | (E) SHUTTERS |
| | (F) SKYLIGHTS |
| | (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C |
| | STANDS |
| | NOTE EITHER THE CONTRACTOR OR DESIGNER OF RECORD PREFER |
| | TO SUBMIT THE PRODUCT APPROVALS AFTER PERMIT ISSUANCE |
| | PLEASE SEE: |
| | 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS |
| | SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. |
| | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| | THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | |
| | 9) 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.. |
| | |
| | 10) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY |
| | ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES |
| | FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL |
| | LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF |
| | ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR |
| | BOTH INSULATION & THE BASE SHEET AS CALCULATED IN |
| | COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117. |
| | CALCULATION PREPARED, SIGNED AND SEALED BY A FLORIDA |
| | REGISTERED PROFESSIONAL ENGINEER OR REGISTERED |
| | ARCHITECT. |
| | |
| | 11) SHEET A-3 AND M2 SHOW SOME GENERIC RTU CURB |
| | DETAILS. PLEASE PROVIDE CURB DETAILS FOR THE RTU UNITS, |
| | EXHAUST FAN AND CURBS , CONNECTIONS OF THE CURB TO THE |
| | ROOF FRAMING(MWFRS) AND FROM THE CURB TO THE UNIT. FOR |
| | ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS, DETAILED |
| | ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL AS FROM |
| | THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. |
| | 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS? |
| | |
| | 12) SHEET A-1.2 THE SEATING LAYOUT PLAN, PLEASE SHOW |
| | COMPLIANCE ACCESSIBILITY CODE 226.1 WHERE DINING |
| | SURFACES ARE PROVIDED FOR THE CONSUMPTION OF FOOD OR |
| | DRINK, AT LEAST 5 PERCENT OF THE SEATING SPACES AND |
| | STANDING SPACES AT THE DINING SURFACES SHALL COMPLY |
| | WITH 902. CHART SHOW 72 SEATS X 0,05= 4 PLEASE PROVIDE |
| | WHERE THE 4 ACCESSIBLE SEATS ARE LOCATED. |
| | |
| | 12A) ACCESS. CODE 902.2 CLEAR FLOOR OR GROUND SPACE. A |
| | CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR A |
| | FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE |
| | CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED. |
| | |
| | 12B) ACCESS. CODE 902.3 HEIGHT. THE TOPS OF DINING |
| | SURFACES AND WORK SURFACES SHALL BE 28 INCHES (710 MM) |
| | MINIMUM AND 34 INCHES (865 MM) MAXIMUM ABOVE THE FINISH |
| | FLOOR OR GROUND. |
| | |
| | 12C) ACCESS. CODE 226.2 DISPERSION. DINING SURFACES AND |
| | WORK SURFACES REQUIRED TO COMPLY WITH 902 SHALL BE |
| | DISPERSED THROUGHOUT THE SPACE OR FACILITY CONTAINING |
| | DINING SURFACES AND WORK SURFACES. SHEET A-1.2 SHOWS |
| | WHAT APPEARS TO BE ELECTRIC PLUGS AT TABLES AND CHAIRS |
| | PLEASE SHOW A PORTION OF THESE AT ACCESSIBLE LOCATIONS |
| | FOR WHEEL CHAIR USERS. |
| | |
| | 12D) SELF-SERVE COUNTERS SHOW COMPLIANCE WITH: ACCESS. |
| | CODE 227.3 COUNTERS. WHERE PROVIDED, AT LEAST ONE OF |
| | EACH TYPE OF SALES COUNTER AND SERVICE COUNTER SHALL |
| | COMPLY WITH 904.4. WHERE COUNTERS ARE DISPERSED |
| | THROUGHOUT THE BUILDING OR FACILITY, COUNTERS COMPLYING |
| | WITH 904.4 ALSO SHALL BE DISPERSED. |
| | |
| | 13) SHEET A-0.1 & A-0.2 BOTH SHEETS INDICATE THE |
| | ACCESSIBLE ELEMENTS DEPICTED ARE UNDER THE FEDERAL ADA. |
| | PLEASE REVISE THE PLANS AND DETAILS TO THE 2014 |
| | FBC-ACCESSIBILITY CODE. |
| | |
| | 14) SHEET A-0.2 THE HANDRAILS FOR THE WATER CLOSET SHOW |
| | THE MEASUREMENTS TAKEN FROM THE CENTER LINE OF THE |
| | HORIZONTAL GRAB BAR. PLEASE NOTE SECTION 609.4 THE |
| | DIMENSIONS ARE TAKEN FROM FINISH FLOOR TO THE TOP OF |
| | THE GRASPING SURFACE. |
| | |
| | 15A) THE SITE PLAN SP-1.0 AND LANDSCAPE PLANS ARE UNDER |
| | SEPARATE PERMITS. PLEASE SUBMIT THESE PLANS FOR |
| | REFERENCE ONLY TO BE REVIEWED UNDER A SEPARATE PERMIT. |
| | 105.1 PERMITS REQUIRED. |
| | |
| | 15B) OTHER PERMITS THAT ARE NOT COVERED UNDER THE |
| | BUILDING PERMIT ARE IRRIGATION, SIGN, AWNINGS, FIRE |
| | SPRINKLER, FIRE ALARM, HOODS, ANSIL SYSTEMS, WALK IN |
| | FREEZERS & COOLERS & GREASE TRAPS, ETC. 105.1 PERMITS |
| | REQUIRED. |
| | |
| | 16) 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 CANNOT 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 WHOM IT MAY CONCERN: |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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