| Date |
Text |
| 2015-09-09 08:25:28 | BUILDING PLAN REVIEW |
| | W.P.B. PERMIT:15081109- MASTER |
| | W. P. B. PERMIT: 15081111-FOUNDATION |
| | ADD: 444 BUNKER RANCH RD. |
| | CONT: CURY BUILDING & DESIGN |
| | TEL: (561)718-1398 |
| | 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: WED. SEPT. 09/2015 |
| | ACTION: DENIED |
| | |
| | CONTRACTOR TO BIND ALL PLANS INTO A SET, CIVIL, SURVEY |
| | AND CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, |
| | ELECTRICAL & PLUMBING COMBINED TO MAKE ONE SET. AS |
| | SUBMITTED IT LOOKS LIKE 4 SETS OF CIVIL WERE SUBMITTED. |
| | AS PLAN REVIEWERS WE USUALLY LOOK ONLY AT ONESET OF |
| | PLANS. 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. |
| | |
| | 1) SHEET S07 CODE REFERENCE SHEET. LIST THE 2014, 5TH |
| | EDITION OF THE FLORIDA BUILDING CODE. THE PLANS ARE |
| | SILENT TO WHAT DESIGN THE PLANS WERE DESIGN TO UNDER |
| | THE 2014 FBC-EXISTING BUILDING CODE, 301.1. |
| | |
| | 2) SHEET S07 STUCTURAL NOTES UNDER THE HEADING OF |
| | MATERIALS THE STRENGTH OF CONCRETE IS DECLARED FOR |
| | SLABS, COLUMNS AND BEAMS, SHEET S02 THE COLUMN SCHEDULE |
| | UNIT C6 IS FILLED CELL MASONRY THE PLANS INDICATE THE |
| | USE OF 3000 PSI CONCRETE, IN FILED CELL MASONRY |
| | SHOULDN'T THE USE OF GROUT BE USED INSTEAD OF CONCRETE. |
| | ACI 530 1.16.1. & TABLE 1.16.1 GROUTING MINIMUM SPACES. |
| | |
| | 3) SHEET S2 FOOTING SCHEDULE FOOTING F2-F6 INDICATES |
| | THE WIDTH & LENGTH OF THE FOOTING BUT NOT THE HEIGTH. |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 4) SHEET S2 FOOTING SCHEDULE F4 DOES NOT PROVIDE AT |
| | WHAT CENTER TO CENTER IN INCHES WHAT THE STEEL MATS ARE |
| | TO BE INSTALLED. 107.2.1.3 ADDITIONAL INFORMATION |
| | REQUIRED. |
| | |
| | 5) SHEET S-7 INDICATES THE PLANS WERE DESIGNED TO THE |
| | 2014 FBC-B AND ASCE 7-10. THE WIND DESIGN CRITERIA IS |
| | NOT PROVIDED. 2014 FBC-B 1603.1.4 WIND DESIGN DATA. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL FORCERESISTING SYSTEM OF THE |
| | STRUCTURE: |
| | |
| | 5.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | 5.2. RISK CATEGORY. |
| | 5.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | 5.5. 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). |
| | |
| | 6) SHEET S7 & S1. PROVIDE THE MEAN ROOF HEIGTH AND |
| | SECTION THROUGH THE ROOF WITH ELEVATION OF ROOF AND OF |
| | THE PARAPET. THE MEAN ROOF HEIGHT CAN NOT BE DETERMINED |
| | , NOR CAN THE PRESSURES FOR WINDOWS AND DOORS . 2014 |
| | FBC-B TABLE 1609.7(2) ADJUSTMENT FACTORS FOR BUILDING |
| | HEIGHT AND EXPOSURE. |
| | |
| | 7) SHEET S7 & S4. PROVIDE THE MEAN ROOF HEIGTH AND |
| | SECTION THROUGH THE ROOF WITH ELEVATION OF ROOF AND OF |
| | THE PARAPET. THE MEAN ROOF HEIGHT CAN NOT BE DETERMINED |
| | , NOR CAN THE PRESSURES FOR ROOF ZONES, NOTE THE |
| | PRESSURES ARE ASSUMED TO BE VASD? 2014 FBC-B TABLE |
| | 1609.7(2) ADJUSTMENT FACTORS FOR BUILDING HEIGHT AND |
| | EXPOSURE. |
| | |
| | 8) MISSING PRODUCT APPROVALS: 2010 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, CURBS FOR EXHAUST |
| | FANS AND A/C ROOF TOP DOWN UNITS |
| | (E) SHUTTERS |
| | (F) SKYLIGHTS |
| | (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C |
| | STANDS |
| | |
| | 9A) 2010 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. |
| | |
| | 9B) EITHER THE CONTRACTOR OR DESIGN PROFESSIONAL CAN |
| | ELECT TO DEFER THE PRODUCT APPROVALS TO AFTER PERMIT |
| | ISSUANCE, IF SO PLEASE PROVIDE A WRITTEN RESPONSE. |
| | 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. |
| | |
| | 10) THERE ARE NO A SHEETS, MECHANICAL NO FP SHEETS |
| | SHOWING THE ROOF DECK, THE M2 SHEET SHOWS A COMMERCIAL |
| | GAS STOVE AND S4 INDICATES THE KITCHEN HOOD EXHAUST BY |
| | OTHER. SHEET S6 DETAIL # 4 SHOWS A NEW ROOF TOP ACCESS |
| | WITH ROOF TOP DOOR. |
| | |
| | 10A) SHEET S3 ROOF FRAMING PLANDOES NOT PROVIDE A |
| | SECTION FOR THE ROOF FRAMNG AND HEADER FOR THE NEW |
| | EXHAUST VENT THAT WILL GO THROUGH THE ROOF FRAMING AND |
| | SHEATHING. NOTE THERE IS ALSO NO ROOF TOP CURB DETAIL, |
| | HOW IT IS TO BE ANCHORED TO THE ROOF FRAMING. |
| | 1609.6.4.4.1 COMPONENTS & CLADDING. |
| | |
| | 10B) WITH THE LOCATION OF THE EXHAUST FAN NOT PROVIDED |
| | NOR THE HEIGHT OF THE PARAPET PLEASE SHOW COMPLIANCE |
| | WITH 2014 FBC-B 1013.6 MECHANICAL EQUIPMENT. GUARDS |
| | SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS, |
| | ROOF HATCH OPENINGS OR OTHER COMPONENTS THAT REQUIRE |
| | SERVICE ARE LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF |
| | EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH EDGE OR |
| | OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762 MM) ABOVE |
| | THE FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE |
| | CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A SPHERE 21 |
| | INCHES (533 MM) IN DIAMETER. THE GUARD SHALL EXTEND NOT |
| | LESS THAN 30 INCHES (762 MM) BEYOND EACH END OF SUCH |
| | APPLIANCE, EQUIPMENT, FAN OR COMPONENT. |
| | |
| | 1013.7 ROOF ACCESS. GUARDS SHALL BE PROVIDED WHERE THE |
| | ROOF HATCH OPENING IS LOCATED WITHIN 10 FEET (3048 MM) |
| | OF A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND |
| | SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES |
| | (762 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE |
| | GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE |
| | OF A SPHERE 21 INCHES (533 MM) IN DIAMETER. |
| | |
| | 10C) PLEASE REVIEW THE REQUIREMENTS FOR SCREENS FOR |
| | MECHANICAL EQUIPMENT. 1509.6 MECHANICAL EQUIPMENT |
| | SCREENS. MECHANICAL EQUIPMENT SCREENS SHALL BE |
| | CONSTRUCTED OF THE MATERIALS SPECIFIED FOR THE EXTERIOR |
| | WALLS IN ACCORDANCE WITH THE TYPE OF CONSTRUCTION OF |
| | THE BUILDING. WHERE THE FIRE SEPARATION DISTANCE IS |
| | GREATER THAN 5 FEET (1524 MM), MECHANICAL EQUIPMENT |
| | SCREENS SHALL NOT BE REQUIRED TO COMPLY WITH THE |
| | FIRE-RESISTANCE RATING REQUIREMENTS. |
| | |
| | 11) SHEET L1 & L2 WHAT APPEARS TO BE FIRE RATED |
| | VERTICAL EXIT STAIRS NEITHER LIFE SAFETY SHEET DO NOT |
| | PROVIDE WALL IDENTIFICATION TAGS SHOWING THE TYPE OF |
| | WALL OR IF FIRE RATINGS, MISSING UL LISTING OF STAIR |
| | ENCLOSUE. 2014 FBC-B 1023.3 CONSTRUCTION. 1023.6 |
| | PENETRATIONS. GAURDS |
| | |
| | 12) SHEET L1 & L2 THERE IS NO DOOR SCHEDULE TO BE ABLE |
| | TO IDENTIFY DOOR OPENINGS. 107.2.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. 107.3.5.1.1 MINIMUM PLAN |
| | REVIEW CRITERIA FOR COMMERCIAL BUILDINGS. |
| | |
| | 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 |
| | CONSTRUCTION REQUIREMENTS |
| | |
| | 13) PLEASE PROVIDE DETAILS FOR THE ACCESSIBLE RESTROOMS |
| | SHOW COMPLIANCE WITH 107.3.5.1.1 MINIMUM PLAN REVIEW |
| | CRITERIA FOR COMMERCIAL BUILDINGS. ACCESSIBILITY |
| | REQUIREMENTS SHALL INCLUDE THE FOLLOWING: |
| | VERTICAL ACCESSIBILITY 2014 FL ACCESS CODE SECTION 407 |
| | ELEVATOR |
| | TOILET AND BATHING FACILITIES 2014 FL ACCESS CODE |
| | CHAPTER 6 |
| | DRINKING FOUNTAINS 2014 FL ACCESS CODE 602 |
| | SINKS -BREAK ROOM AREAS. 2014 FL ACCESS CODE 606.(1-5). |
| | |
| | 14) SHEET LS2 INDICATES A THEATER IN ROOM 210 PLEASE |
| | PROVIDE ADDITIONAL DETAILS, SEAT LAYOUT, STADIUM STYE |
| | RAISED TIERS? ADDITIONAL INFORMATION IS REQUIRED FOR |
| | CODE COMPLIANCE. |
| | |
| | 15) 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. |
| | |
| | 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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| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
