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Home My WebLink About02_80409-1.0-NC_sealed61A1B537,8,9,102411,12,13,14ISOMETRIC VIEWApproved By :SCALE :Design By :Eng. By :REVDESCRIPTION DRW CHK ENGDRAWING SIZE:DATEREV.DWG.DRAWING DESCRIPTION:CUSTOMER:PROJECT NAME:LOCATION:STRUCTURE TYPE:SIZE:PAGEPROJECT NUMBER.IAS CERTIFICATION No: FA-428CLARK COUNTY MANUFACTURERCERTIFICATION NUMBER (NEVADA): 355CERTIFICATIONS:THESE PLANS AND SPECIFICATIONS ARE THEPROPERTY OF USA SHADE AND FABRICSTRUCTURES AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION.ISO 124.2 -I06 REV 02/10/142580 ESTERS BLVD., SUITE 100DFW AIRPORT, TX 75261800-966-5005CORPORATE HEADQUARTERSCITY OF RENTONKENNYDALEBEACHRENTONWA80409SINGLE POST PYR CANTIPRODUCT #124.212' x 12' x 8'eAS NOTEDBMB 12/03/21MBE 12/03/21MB 12/03/21NOTES / LOM80409-1.01000NCCODE ANALYSISBUILDING OCCUPANCY CONSTRUCTION TYPEAREA (SQF)OCCUPANT LOADSHADE STRUCTURE12'-00" x 12'-00"U V-B144N/ANC RELEASE FOR CONSTRUCTION 12/03/21 MBE MB MBSTRUCTURAL STEEL1.- ALL STRUCTURAL SHAPES SHALL BE COLD FORMED HSS ASTM A500 GRADE C,UNLESS OTHERWISE NOTED, TYPICAL MECHANICAL PROPERTIES FOR HSSPRODUCTS:SQUARE AND RECTANGULAR 50,000 PSI YIELD / 62,000 PSI TENSILEROUND PIPE 46,000 PSI YIELD / 62,000 PSI TENSILE2.- ALL GALVANIZED STEEL TUBE PRODUCTS ARE MANUFACTURED PER ASTM A500,TYPICAL MECHANICAL PROPERTIES ACHIEVED FOR GALVANIZED TUBE PRODUCTS:ROUND TUBE 45,000 PSI YIELD / 48,000 PSI TENSILE3.- ALL PLATES SHALL COMPLY WITH ASTM A572 GRADE 50.4.- ALL STEEL TUBING SHALL BE TRIPLE COATED FOR RUST PROTECTION USINGTHE IN-LINE ELECTROPLATING COAT PROCESS. TUBING SHALL BE INTERNALLYCOATED WITH ZINC AND ORGANIC COATINGS TO PREVENT CORROSION ASMANUFACTURED BY ALLIED TUBE & CONDUIT.5.- STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED INACCORDANCE WITH A.I.S.C. SPECIFICATIONS.6.- ALL SHOP WELDS SHALL BE EXECUTED IN ACCORDANCE WITH THE LATESTEDITION OF THE AMERICAN WELDING SOCIETY (AWS) D1.1 SPECIFICATIONS. ALLWELDS SHALL BE CONTINUOUS WHERE LENGTH IS NOT GIVEN, UNLESSOTHERWISE SHOWN OR NOTED ON DRAWINGS. ALL WELDS SHALL DEVELOP THEFULL STRENGTH OF THE WEAKER MEMBER. ALL WELDS SHALL BE MADE USINGE70XX .045 WIRE.7.- SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED OTHERWISE. FIELDCONNECTIONS SHALL BE AS INDICATED ON THE DRAWINGS (IF REQUIRED). ALLFILLET WELDS SHALL BE A MINIMUM OF 3/16" UNLESS OTHERWISE NOTED. FIELDWELDS SHALL NOT BE ALLOWED.8.- ALL HIGH STRENGTH BOLTS SHALL COMPLY WITH ASTM A325 TYPE 1 OR A490TYPE 1. ALL NUTS SHALL COMPLY WITH ASTM A563DH, AND WASHERS SHALLCOMPLY WITH ASTM F436.9.- ALL HIGH STRENGTH BOLTS SHALL BE TIGHTENED TO A SNUG TIGHTCONDITION.10.- ALL STAINLESS STEEL BOLTS / STUDS SHALL COMPLY WITH ASTM F-593, ALLOYGROUP 1 OR 2 ALL NUTS SHALL COMPLY WITH ASTM F-594 ALLOY GROUP 1 OR 2.11.- ALL STRUCTURAL STEEL SHALL BE PAINTED WITH ONE SHOP COAT (2.5 TO 3.5MILS THICK MIN). THIS COAT IS A WEATHER RESISTANT POWDER COATING BASEDON POLYESTER TGIC (MANUFACTURED BY SHERWIN WILLIAMS OR TIGER DRYLAC).TO ACHIEVE OPTIMUM ADHESION, IT IS RECOMMENDED THAT THE PROPERTREATMENT AND DRYING TAKE PLACE BEFORE COATING. POLYESTER POWDER(TGIC) SPECIFICATIONS SHALL BE AS FOLLOWS:- PENCIL HARDNESS (ASTM D-3363)- HUMIDITY (ASTM D-2247)- SOLVENT RESISTANCE (PCI METHOD) - 50 DBL RUBS SL. SOFTNESFABRIC SPECIFICATION1.- FABRIC SHALL BE A HIGH DENSITY POLYETHYLENE WITH ULTRA VIOLETADDITIVES, WITH MONOFILAMENT AND TAPE CONSTRUCTION GIVING A STABLEMATERIAL AND RACHEL KNITTED TO ENSURE MATERIAL WILL NOT UNRAVEL IF CUT.2.- FABRIC SPECIFICATIONS:SOLID COLORSSTRIPE COLORS-TEAR STRENGTH WARP 220.4622 LB WARP 182.9836LBWEFT 462.9707 LB WEFT 401.2413LB- BURST STRENGTH 37.7098 PSIA 33.0686 PSIA- FADING MINIMUM FADING AFTER 5 YEARS- LIFE EXPECTANCY A MINIMUM OF 8 YEARS CONTINUOUSEXPOSURE TO THE SUN3.- FIRE TEST ON FABRIC: NFPA 701 TEST 2 AND ASTM E 844.- THREAD-PTFE (TEFLON) USED MEET THE FOLLOWING SPECIFICATIONS: HIGHSTRENGTH, LOW SHRINKAGE, WIDE TEMPERATURE RANGE, FLEX & ABRASIONRESISTANT AND UV RADIATION IMMUNITY. LOCKSTITCH - 1200 DENIER.CHAINSTITCH THREAD - 2400 DENIER.AIRCRAFT CABLE1.- WIRE ROPE CABLE SHALL BE 7x19 STRAND CORE GALVANIZED WIRE ROPEWITH A BREAKING STRENGTH VALUE OF 7,000 LBS (1/4" DIAMETER).2.- CABLES SHALL BE FED THROUGH THE FABRIC SLEEVES AROUND THEPERIMETER OF THE CANOPY AND TENSIONED UNTIL THE FABRIC PANELS(DESIGNED PURPOSELY UNDERSIZED) REACH A TAUNT APPEARANCE. ANY LONGTERM CABLE SAG SHALL BE MINIMIZED DURING THE MAINTENANCERE-TIGHTENING VISITS AS REQUIRED.FABRIC TOP NEEDS TOBE REMOVED IF SNOW EXCEEDING5 PSF IS ANTICIPATEDFABRIC TOP NEEDS TOBE REMOVED IF WINDS EXCEEDING115 MPH ARE ANTICIPATED,SEE NOTE 1 OF DESIGN LOADSNOTICEGENERAL NOTESDESIGN LOADSBUILDING CODE IBC 2018LIVE LOADS 5 PSFSNOW LOAD 5 PSF, STEEL FRAME WITH FABRIC ATTACHED20 PSF, STEEL FRAME WITH FABRIC REMOVEDWIND LOADS 115 MPH1 3-Sec. Gust, RISK CATEGORY II & EXPOSURE C1.- 115 MPH ACCORDING THE BASIC WIND SPEED MAPS OF ASCE 7-16 IS EQUIVALENTTO THE ALLOWABLE STRESS DESIGN WIND SPEED OF 90 MPH ACCORDING ASCE 7-05AND IBC 2018 EQ 16-33.LIST OF MATERIALSITEMQTY.DESCRIPTION MATERIAL / DWG. SMI PART NO.1A 1COLUMNPIPE 5 SCH 40 (5.563 x 0.258)SPUBPCOL-CANT-5563-1121B 1COLUMN ARMPIPE 5 SCH 40 (5.563 x 0.258)SPARM-CANT-5563-7621CROWN 5.0 GA 7 RD TUBING SPPCP-350-F3-134 RAFTER3.5 GA 8 RD TUBING SPR-350-9441FABRIC 12'x12' HDPE MESHAREA:144 SQF. WEIGHT:6.2 LBS5165 FT OF Ø1/4" STEEL CABLEGALVANIZED 30760464Ø1/4" CABLE CLAMPGALVANIZED 30763375Ø3/4"-10NC x 3" HEX BOLTASTM A325 GALVANIZED 30807385Ø3/4"-10NC HEX NUTASTM A563 GALVANIZED 30768795Ø3/4" SPLIT LOCK WASHERASTM F436 GALVANIZED 30783210 10Ø3/4" FLAT WASHERASTM F436 GALVANIZED 30762411 4Ø1"-8NC x 4" HEX BOLTASTM A325 GALVANIZED 30772212 4Ø1"-8NC HEX NUTASTM A563 GALVANIZED 307968134Ø1" SPLIT LOCK WASHERASTM F436 GALVANIZED 307620148Ø1" FLAT WASHERASTM F436 GALVANIZED 3076198004ANCHOR ROD SET 7/8"x24" F1554 GR 55 GALVANIZED 307612 12'-0"(SQ.)6'-0"6'-0"6'-0"8"(APPROX, TYP)FINISHEDSURFACE8'-0"(ENTRY HEIGHT)8'-8 1/2"2'-8"6'-0"9'-1 1/2"(CLEAR HEIGHT)FINISHEDSURFACEFOR FOOTING AND MOUNTINGDETAIL REFER TO PAGE 300011'-4 1/2"(TOTAL HEIGHT)FABRICCABLEFABRIC PINCABLE TERMINATIONEND "A"CABLE TERMINATIONEND "B"CABLE CLAMP(2 EACH SIDE)B----C----RAFTERDETAIL 2VIEW B-BFABRICCABLEFABRIC PINCAST CORNER(FITS SNUGLYINSIDE RAFTER)1/4"1/16"RAFTER45.0°72.0°TYP.MACHINE SWAGED RAFTER TOFIT SNUGLY INSIDE CROWN ARM(±1/16" TOLERANCE 4 PL.)CROWN ARMRAFTERDETAIL 1(FABRIC OMITTED FOR CLARITY)6" TYP.A----A----COLUMN ARMITEMS 7,8,9,10CROWN PLATE3/4" THICK11 1/4"CAP PLATE1/4" THKCOLUMN PLATE3/4" THICKGUSSET PLATE3/8" THICK(4 PL.)COLUMN ARMVIEW A-A(FABRIC OMITTED FOR CLARITY)104.3°DETAIL 31" THK PLATESITEMS 11,12,13,14COLUMNCOLUMN ARMTOP VIEW FRONT ELEVATION SIDE ELEVATION 1----2----3/163/16PJPX FOR TRUE NORTHSEE CUSTOMER'SSITE PLANPLANNORTH1/81/43/16TYPApproved By :SCALE :Design By :Eng. By :REVDESCRIPTION DRW CHK ENGDRAWING SIZE:DATEREV.DWG.DRAWING DESCRIPTION:CUSTOMER:PROJECT NAME:LOCATION:STRUCTURE TYPE:SIZE:PAGEPROJECT NUMBER.IAS CERTIFICATION No: FA-428CLARK COUNTY MANUFACTURERCERTIFICATION NUMBER (NEVADA): 355CERTIFICATIONS:THESE PLANS AND SPECIFICATIONS ARE THEPROPERTY OF USA SHADE AND FABRICSTRUCTURES AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION.ISO 124.2 -I06 REV 02/10/142580 ESTERS BLVD., SUITE 100DFW AIRPORT, TX 75261800-966-5005CORPORATE HEADQUARTERSCITY OF RENTONKENNYDALEBEACHRENTONWA80409SINGLE POST PYR CANTIPRODUCT #124.212' x 12' x 8'eAS NOTEDBMB 12/03/21MBE 12/03/21MB 12/03/21VIEWS & DETAILS80409-1.02000NC3----NC RELEASE FOR CONSTRUCTION 12/03/21 MBE MB MB3/16FABRICCABLEFABRICPOCKETZIG-ZAGSTITCHSECTION C-C 1'-0"10"(SQ)7 1/2"(SQ)19" MIN EMBEDMENTFOUR Ø7/8" x 24" ANCHOR BOLTSHVY. HEX. NUTS (3),FLAT WASHER (2)LOCK WASHER(F1554 GR.55 GALVANIZED)1 1/2" GROUTPL3/4X10-10A572 GR.50PLT-006Ø3"COLUMNXFOOTING TYPE ØUSE FOR NON-CONSTRAINED CASESTOP VIEWØ1'-6"VERTICAL REBAR6 #..6'-0"2'-0" X 6'-0" D7'-0"48TYP UN)3" (MIN,2 SP@ 3"2 SP @ 6"REST, SP @ 10"2" (MIN)2'-0"TIES #TPROVIDE TAPERSTD SLOPE (1:12)TOCFINISHEDSURFACE(RBP-RECESSED BASE PLATE)PJP3/163/16CANTIPROJECTION1'-0"3'-0"TOP VIEW(SCHEMATIC VIEW ONLY)ALTERNATE SPREAD FOOTING(SF CUSTOM)(SCHEMATIC VIEW ONLY)TOC2'-6"5'-0"(SQ)2'-6"FINISHEDSURFACECOLUMNPROVIDE TAPERSTD. SLOPE (1:12)3"(TYP, UN)19" MIN.EMBEDMENT3" MIN.FOOTING REINFORCEMENTTOP & BOTTOM7 # 5 @ 9" O.C. E.W.10"(SQ)7 1/2"(SQ)3/4" THK PLFOUR Ø7/8" x 24" ANCHOR BOLTSHVY. HEX. NUTS (3),FLAT WASHER (2)LOCK WASHER(F1554 GR.55 GALVANIZED)(PLT-006)CANTIPROJECTIONApproved By :SCALE :Design By :Eng. By :REVDESCRIPTION DRW CHK ENGDRAWING SIZE:DATEREV.DWG.DRAWING DESCRIPTION:CUSTOMER:PROJECT NAME:LOCATION:STRUCTURE TYPE:SIZE:PAGEPROJECT NUMBER.IAS CERTIFICATION No: FA-428CLARK COUNTY MANUFACTURERCERTIFICATION NUMBER (NEVADA): 355CERTIFICATIONS:THESE PLANS AND SPECIFICATIONS ARE THEPROPERTY OF USA SHADE AND FABRICSTRUCTURES AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION.ISO 124.2 -I06 REV 02/10/142580 ESTERS BLVD., SUITE 100DFW AIRPORT, TX 75261800-966-5005CORPORATE HEADQUARTERSCITY OF RENTONKENNYDALEBEACHRENTONWA80409SINGLE POST PYR CANTIPRODUCT #124.212' x 12' x 8'eAS NOTEDBMB 12/03/21MBE 12/03/21MB 12/03/21FOOTING DETAILS80409-1.03000NCREINFORCED CONCRETE NOTES1.- CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITIONOF THE AMERICAN CONCRETE INSTITUTE SPECIFICATION FOR STRUCTURAL CONCRETEACI 301 AND BUILDING CODE ACI 318.CONCRETE SPECIFICATIONS, SHALL BE AS FOLLOWS:- 28 DAY STRENGTH: 2500 PSI- SLUMP: 3-5- PORTLAND CEMENT SHALL CONFORM TO C-150- AGGREGATE SHALL CONFORM TO ASTM C-332.- ALL REINFORCEMENT STEEL SHALL CONFORM TO ASTM A-615 GRADE 60; AND SHALLBE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST ACISPECIFICATION FOR STRUCTURAL CONCRETE ACI 301, ACI DETAILING MANUAL AND CRSIMANUAL OF STANDARD PRACTICE.3.- ALL ANCHOR BOLTS SET IN NEW CONCRETE (WHEN APPLICABLE) SHALL COMPLYWITH ASTM F-1554 GRADE 55 (GALVANIZED).4.- ALL NON-SHRINK GROUT SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE STRENGTHOF 5000 PSI, AND SHALL COMPLY THE REQUIREMENTS OF ASTM C109, ASTM C939, ASTMC1090, ASTM C1107, WHEN APPLICABLE.5.- SOIL PARAMETERS FOR FOOTING ANALYSIS; TABLE 1806.2, CLASS : 51 1/2" GROUT FOR TRUE NORTHSEE CUSTOMER'SSITE PLANPLANNORTHNC RELEASE FOR CONSTRUCTION 12/03/21 MBE MB MBX3/163/16PJP