| Date |
Text |
| 2002-10-09 00:00:00 | SHEET A1 AND SEVERAL OTHER PLACES ON THE |
| | DRAWING CALL OUT DESIGN TO THE 1997 |
| | STANDARD BUILDING CODE.THE 2001 |
| | FLORIDA BUILDING CODE IS CURRENTLY IN |
| | EFFECT.PLEASE REVISE AS NECESSARY TO |
| | INSURE COMPLIANCE WITH THE CURRENT |
| | CODES. |
| | |
| | DO NOT QUOTE THE CODE, SUCH AS THAT ON |
| | SHEET A1 "PUBLIC RESTROOM WALLS ARE TO |
| | BELINED WITH AN NONABSORBANT MATERIAL |
| | TO A HEIGHT OF 4' AFF AS PER SBC |
| | 1204.2."THE FORE GOING IS NOT A |
| | SUBSTITUTE FOR SPECIFIC DESIGN |
| | INFORMATION.A SPECIFICATION SUCH AS |
| | THE USE OF TILE IS MORE TO THE POINT. |
| | PLEASE READ FBC 104.2.1. |
| | |
| | SHEET A5, DETAILS #1 & #2, SPECIFY HOW |
| | THE SUSPENDED CEILING WILL BE ATTACHED |
| | TOTHE OVERHEAD STRUCTURE. |
| | |
| | THIS BUILDING WILL BE LOCATED IN THE |
| | DESIGNATED FIRE DISTRICT AND IS SUBJECT |
| | TO THOSE REQUIREMENTS CONTAINED IN THE |
| | AMENDMENTS TO THE FBC BY THE CITY OF |
| | WPB.SHEET A6 CALLS OUT THE USE OF |
| | FOAM BASED EXTERIOR TRIM.FBC F102.2.7 |
| | ALLOWS ONLY NON-COMBUSTIBLE MATERIALS |
| | OR FIRE RETARDANT TREATED WOOD.PLEASE |
| | REVISE AS NECESSARY. |
| | |
| | PROVIDE SPECIFIC DESIGN INFORMATION FOR |
| | THE "PREFAB BALLUSTRADE" CALLED OUT ON |
| | SEET A6.SEE FBC 1015 AND FBC 1608.2. |
| | |
| | SECTION 6/A9 SHOWS A WOOD FRAMED ARCH. |
| | THE BUILDING IS PROPOSED TO BE OF TYPE |
| | IV, FS CONSTRUCTION, AND AS SUCH THE |
| | EXTERIOR WALLS AND ITS COMPONENTS ARE |
| | REQUIRED TO BE OF NON-COMBUSTIBLE |
| | CONSTRUCTION.SEE FBC 606. |
| | |
| | SHEET A9 CALLS OUT A 110 MPH WINDSPEED |
| | FOR DESIGN OF THE ROOF TRUSSES.WEST |
| | PALM BEACH IS IN A 140 MPH ZONE AS |
| | DEFINED IN THE 2001 FBC. |
| | |
| | SHEET S1 CALLS FOR A FINISH FLOOR |
| | ELEVATION OF 18" ABOVE THE CROWN OF THE |
| | ROAD.SHOW HOW THIS WILL BE |
| | COORDINATED WITH THE SURROUNDING |
| | TOPOGRAPHY.SHOW THE HC ACCESSIBLE |
| | ENTRANCES, SITE AMENITIES, IE CURBCUTS |
| | AND OTHER PERTINENT INFORMATION.SEE |
| | FBC 104.2. |
| | |
| | THE FOUNDATION PLAN DOES NOT HAVE |
| | INFORMATION FOR THE CONSTRUCTION OF THE |
| | ELEVATOR PIT. |
| | |
| | THE TOP OF FOOTING ELEVATIONS IS NOT |
| | CALLED OUT. |
| | |
| | IT APPEARS THAT THE STEM WALL FOOTING |
| | SHOWN AS [2] WILL EXTEND BEYOND THE |
| | PROPERTY LINE INTO PUBLIC AND PRIVATE |
| | PROPERTY.PLEASE REVISE AS NECESSARY. |
| | |
| | S1 SHOWS A 6' WIDE CONC WALK IN THE |
| | GARAGE AND A1 4'.PLEASE CLARIFY |
| | DESIGN INTENT. |
| | |
| | SHEET S2, BEAM SCHEDULE MARK #6, "8 INCH |
| | X CONT" IS SOMEWHAT VAGUE AS TO WHAT IS |
| | INTENDED TO BE CONSTRUCTED. |
| | |
| | SHEET S2 BEAM SCHEDULE MARK #4. |
| | "LINTEL" IS DIFFICULT TO CONSTRUE AS |
| | SPECIFIC STRUCTURAL DESIGN INFORMATION. |
| | PLEASE CLARIFY DESIGN INTENT. |
| | |
| | WHERE DOES BEAM MARK #5 OCCUR ON THE |
| | STRUCTURAL PLANS WHEN REFERENCED TO |
| | SHEET A6 WHICH CALLS OUT AN 8X8 LINTEL? |
| | |
| | WHAT IS THE LINE SHOWN AS "NO STEP" ON |
| | SHEET S1 IN THE GARAGE? |
| | |
| | SHEET S2,3&4, WHAT IS THE TYPE OF BEAM |
| | TO BE USEDIN THE STAIR AND ELEVATOR |
| | SHAFTS? |
| | |
| | S-2 BEAM MARK 1, "ARCHED OPENING" |
| | WHERE ARE THE DIMENSIONS FOR THIS ARCH? |
| | ARE THERE ANY PERTINENT STEEL PLACEMENT |
| | DETAILS? |
| | |
| | SHEET S3.SHOW A DETAIL FOR TRANSITION |
| | OF THE BEAM TYPE [7] TO BEAM TYPE [8] |
| | INCLUDING THE JUNCTURE OF THE FILLED |
| | CELL.SAME FOR [11] AND [12] ON S4. |
| | |
| | STRUCTURAL.AT WHAT HEIGHT DOES THE |
| | ELEVATOR SHAFT TERMINATE? BEAM |
| | DEATAILS? ROOF CONSTRUCTION? |
| | |
| | SHEET S5. THE WIND INFORMATION DOES NOT |
| | MAKE SENSE.GCP IS THE PRODUCT OF |
| | EXTERNAL PRESSURE COEFFICIENT AND GUST |
| | EFFECT FACTOR NOT THE INTERNAL PRESSURE |
| | COEFFICIENT. |
| | |
| | R3 IS NOT A BUILDING CATEGORY. |
| | |
| | THE MEAN ROOF HEIGHT OF THIS BUILDING |
| | IS NOT <30'.IT IS DECLARED AS 37'-8" |
| | ON THE SECTION ADJACENT TO THE DESIGN |
| | INFORMATION AND AN ELEVATOR SHAFT OF |
| | INDETERMINATE HEIGHT. |
| | |
| | |
| | S5 UNDER THE HEADING "DESIGN |
| | PARAMETERS" WHAT RELEVANCE DO THESE |
| | STATEMENTS HAVE TO THE BUILDING ON |
| | THESE PAGES? |
| | |
| | S6 DECLARES 1997 SBC AND 110 MPH, THE |
| | WRONG EDITIONS OF ACI ARE CITED. 4.04 |
| | CALLS FOR AND F'M OF 1900 PSI AND 4.08 |
| | CALLS OUT 1500 PSI. |
| | |
| | C/S6 PROVIDE SPECIFIC INFORMATION FOR |
| | THE TRUSSES AND A BETTER ANCHORING |
| | SYSTEM THAT "4 X MTL CHANNELS @ 24" OC |
| | ATTACHED TO SLAN AND TRUSSES" |
| | |
| | C/S6 WHAT ARE THE "18 GA MTL STUDS TYP" |
| | TYPICAL OF?WILL THEY BE FASTENED TO |
| | THE STRUCTURE? COVERED WITH SHEATHING? |
| | |
| | C/S6 "4X4X5/8 ANGLE ANCHOR TO CONC" HOW? |
| | |
| | SHEET S7WHERE IS THE STRUCTURAL |
| | INFORMATION FOR THE POURED CONCRETE |
| | STAIRS AND LANDINGS.THE NOTE SAYS SEE |
| | SHOP DRAWINGS FOR ALL STRUCTURAL |
| | DETAILS.WHERE IS THE DESIGN |
| | PROFESSIONAL HERE? |
| | |
| | S7 HAND RAIL DESIGN IS NOT SHOWN. |
| | QUOTING AND OBSOLETE CODE SECTION IS |
| | NOT AN ACCEPTABLE SUBSTITUTE FOR |
| | SPECIFIC DESIGN INFORMATION. |
| | |
| | SECTION 1/S8.THE SMALL TRUSSES AT THE |
| | 12' HEIGHT.SHOW SOME DESIGN |
| | INFORMATION.INCLUDE ATTACHMENTS TO |
| | THE BUILDING.SPECIFY THE SHEATHING, IF |
| | ANY.SHOW THE ROOF TILE ATTACHMENT. |
| | "FLASH AS REQUIRED" IS NOT GOOD DESIGN |
| | INFORMATION. |
| | |
| | SECTION 1/S8 AT THE 32'-8" ELEVATION. |
| | HOW IS THE 22 GA METAL DECKING ATTACHED |
| | TO THE ROOF TRUSSES?RE: THE STATEMENT |
| | THAT CONTAINS "NON-COMBUSTIBLE ROOF |
| | SHEATHING FASTENED TO MEET SCHEDULED |
| | UPLIFT WIND LOADS" IS NOT THE PREFERRED |
| | METHOD OF CONVEYING INFORMATION WHEN |
| | DELEGATING STRUCTURAL DESIGN.SEE FL |
| | STATUTE CHAPTERS 471 AND 481. |
| | |
| | SECTION 4/S9.PROVIDE PRODUCT |
| | EVALUATION IFORMATION FOR THE 1" |
| | FIRESTALL ROOF DECKING.HOW ARE THE |
| | ROOF TILES ATTACHED? |
| | |
| | 8/S9."NON BEARING WALL ABOVE SUPPORTED |
| | BY 10" GATECORE WITH ON SUPPORT WALL |
| | BELOW"WHAT DOES THAT MEAN AND WHERE IS |
| | THE DETAIL TAKEN FROM IN THE BUILDING? |
| | |
| | CITY AMENDMENTS TO FBC 2111.1.9 REQUIRE |
| | A 1.5" WATER STOP RECESS FOR EXTERIOR |
| | WALL MASONRY UNITS.PLEASE REVISE AS |
| | NECESSARY. |
| | |
| | PROVIDE A STATEMENT ON THE PLANS FROM |
| | THE ARCHITECT THAT HE IS COMPETENT TO |
| | PROVIDE STRUCTURAL DESIGN FOR THIS |
| | BUILDING, TOGETHER WITH COMPLETE |
| | CALCULATIONS DEMONSTRATING COMPLIANCE |
| | WITH FBC CHAPTER 16. |
| | |
| | PROVIDE IN DETAIL, PLANS, SPECIFICATIONS |
| | AND COMPUTATIONS NECESSARY TO |
| | DETERMINECOMPLIANCE WITH FBC 104.3.1.1, |
| | 104.2.1.1,FBC 1606.1.7 |
| | |
| | PROVIDE THE SIGNED AND SEALED DESIGN |
| | INFORMATION FOR THE FIRE SPRINKLER |
| | SYSTEM. THE HYDRAULIC CALCULATIONS DO |
| | NOT APPEAR TO INCLUDE THE WATER |
| | CURTAIN/EXPOSURE ALLOWANCE. |
| | |
| | THE PROPERTY SURVEY MUST BE SIGNED, |
| | SEALED AND DATED. |
| | |
| | SOME OF THE METRO-DADE NOA'S ARE EXPIRED |
| | AND/OR ILLEGIBLE. PLEASE COLLATE AS |
| | NECESSARY. |
| | |
| | SHOW THE FIRE DESIGN NUMBERS FOR THE |
| | FIRE RATED ASSEMBLIES SUCH AS EXTERIOR |
| | WALLS, TENANT SEPARATION, SHAFTS, ETC. |
| | SEE FBC 701.2.1. |
| | |
| | PROVIDE DESIGN INFORMATION AND |
| | CALCULATIONS FOR THE GARAGE EXHAUST |
| | SYSTEM.SEE FBC 411.4. |
| | |
| | SHOW THE OPENING PROTECTIVES FOR THE |
| | GARAGE DOOR AND THE "AIR EXCHANGE UNIT" |
| | ON THE SOUTH SIDE. (ALLEY CENTERLINE IS |
| | 7.5')SEE FBC 705.1.1.2. |
| | |
| | BEFORE A PERMIT TO CONSTRUCT MAY BE |
| | ISSUED IMPACT FEES MUST BE PAID TO THE |
| | COUNTY, THE PERMIT PLANS STAMPED BY |
| | THAT OFFICE, AND A COPY OF THE PAID |
| | RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION. CALL 561-233-5025 FOR MORE |
| | INFORMATION. |
