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| DO NOT QUOTE THE CODE, SUCH AS THAT ON |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. |