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Item 9 - Shade Structure ElevationGENERAL NOTESDESIGN LOADSBUILDING CODE INTERNATIONAL BUILDING CODE 2021LIVE LOADS 5 PSFSNOW LOAD 5 PSFWIND LOADS 115 MPH*3-Sec. Gust, RISK CATEGORY II &EXPOSURE C*- 115 MPH ACCORDING TO THE BASIC WIND SPEED MAPS OF ASCE 7-16 IS EQUIVALENT TO THEALLOWABLE STRESS DESIGN WIND SPEED OF 90 MPH ACCORDING TO ASCE 7-05 AND IBC 2021EQ 16-17.STRUCTURAL STEELALL STRUCTURAL SHAPES SHALL BE COLD FORMED HSS ASTM A500 GRADE C. UNLESSOTHERWISE NOTED. TYPICAL MECHANICAL PROPERTIES FOR HSS PRODUCTS:SQUARE AND RECTANGULAR 50,000 PSI YIELD / 62,000 PSI TENSILEROUND PIPE 46,000 PSI YIELD / 62,000 PSI TENSILE1.ALL GALVANIZED STEEL TUBE PRODUCTS ARE MANUFACTURED PER ASTM A500, TYPICALMECHANICAL PROPERTIES ACHIEVED FOR GALVANIZED TUBE PRODUCTS:ROUND TUBE 45,000 PSI YIELD / 48,000 PSI TENSILE2.ALL PLATES SHALL COMPLY WITH ASTM A572 GRADE 50.3.ALL STEEL TUBING SHALL BE TRIPLE COATED FOR RUST PROTECTION USING THE IN-LINEELECTROPLATING COAT PROCESS. TUBING SHALL BE INTERNALLY COATED WITH ZINC ANDORGANIC COATINGS TO PREVENT CORROSION AS MANUFACTURED BY ALLIED TUBE &CONDUIT.4.STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCEWITH A.I.S.C. SPECIFICATIONS.5.ALL SHOP WELDS SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THEAMERICAN WELDING SOCIETY (AWS) D1.1 SPECIFICATIONS. ALL WELDS SHALL BECONTINUOUS WHERE LENGTH IS NOT GIVEN, UNLESS OTHERWISE SHOWN OR NOTED ONDRAWINGS. ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE WEAKER MEMBER.ALL WELDS SHALL BE MADE USING E70XX .045 WIRE.6.SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED OTHERWISE. FIELD CONNECTIONSSHALL BE AS INDICATED ON THE DRAWINGS (IF REQUIRED). ALL FILLET WELDS SHALL BE AMINIMUM OF 3/16" UNLESS OTHERWISE NOTED. FIELD WELDS SHALL NOT BE ALLOWED.7.ALL HIGH STRENGTH BOLTS SHALL COMPLY WITH ASTM F3125 GRADE A325 (GALVANIZED).ALL NUTS SHALL COMPLY WITH ASTM A563DH, AND WASHERS SHALL COMPLY WITH ASTMF436.8.ALL HIGH STRENGTH BOLTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION.9.ALL STAINLESS STEEL BOLTS / STUDS SHALL COMPLY WITH ASTM F-593, ALLOY GROUP 1 OR2 ALL NUTS SHALL COMPLY WITH ASTM F-594 ALLOY GROUP 1 OR 2.10.ALL STRUCTURAL STEEL SHALL BE POWDER COATED WITH ONE SHOP COAT (2.5 MILS MIN.)OF ZINC-RICH PRIMER, UNDERCOAT, AND FINISH COAT, OR EQUIVALENT PAINT SYSTEM. THISCOAT IS A WEATHER RESISTANT POWDER COATING BASED ON POLYESTER TGIC(MANUFACTURED BY SHERWIN WILLIAMS, ASKO NOBEL, PPG OR TIGER DRYLAC). TOACHIEVE OPTIMUM ADHESION, IT IS RECOMMENDED THAT THE PROPER TREATMENT ANDDRYING TAKE PLACE BEFORE COATING. POLYESTER POWDER (TGIC) SPECIFICATIONS SHALLBE AS FOLLOWS:PENCIL HARDNESS (ASTM D-3363).•HUMIDITY (ASTM D-2247).•SOLVENT RESISTANCE (PCI METHOD) - 50 DBL RUBS SL. SOFTNESS.•11.FABRIC SPECIFICATIONFABRIC SHALL BE A HIGH DENSITY POLYETHYLENE WITH ULTRA VIOLET ADDITIVES, WITHMONOFILAMENT AND TAPE CONSTRUCTION GIVING A STABLE MATERIAL AND RACHELKNITTED TO ENSURE MATERIAL WILL NOT UNRAVEL IF CUT1.SOLID COLORSSTRIPE COLORSTEAR STRENGTH WARP 220.4622 LB WARP 182.9836 LBWEFT 462.9707 LB WEFT 401.2413 LBBURST STRENGTH 37.7098 PSIA 33.0686 PSIAFADING MINIMUM FADING AFTER 5 YEARSLIFE EXPECTANCY: A MINIMUM OF 8 YEARS CONTINUOUS EXPOSURE TO THE SUN2.FIRE TEST ON FABRIC: NFPA 701 TEST 2 AND ASTM E 843.THREAD-PTFE (TEFLON) USED MEET THE FOLLOWING SPECIFICATIONS: HIGH STRENGTH,LOW SHRINKAGE, WIDE TEMPERATURE RANGE, FLEX ABRASION RESISTANT AND UVRADIATION IMMUNITY. LOCKSTITCH - 1200 DENIER. CHAINSTITCH THREAD - 2400 DENIER.4.AIRCRAFT CABLEWIRE ROPE CABLE SHALL BE 7x19 STRAND CORE GALVANIZED WIRE ROPE WITH ABREAKING STRENGTH VALUE OF 7,000 LBS (1/4" DIAMETER)1.CABLES SHALL BE FED THROUGH THE FABRIC SLEEVES AROUND THE PERIMETER OF THECANOPY AND TENSIONED UNTIL THE FABRIC PANELS (DESIGNED PURPOSEFULLYUNDERSIZED) REACH A TAUNT APPEARANCE. ANY LONG TERM CABLE SAG SHALL BEMINIMIZED DURING THE MAINTENANCE RE-TIGHTENING VISITS AS REQUIRED.2.THESE PLANS AND SPECIFICATIONSARE THE PROPERTY OF USA SHADEAND FABRIC STRUCTURES ANDSHALL NOT BE REPRODUCEDWITHOUT THEIR WRITTENPERMISSION.CORPORATE HEADQUARTERS2580 ESTERS BLVD., SUITE 100DFW AIRPORT, TX 75261800-966-5005CERTIFICATIONS:IAS CERTIFICATION No: FA-428CLARK COUNTY MANUFACTURERCERTIFICATION NUMBER (NEVADA):355CUSTOMER: Lea Park & Play IncPROJECT NAME: Whites Chapel UMCLOCATION: Southlake TXPROJECT NUMBER:Q-041163 STRUCTURE TYPE:Pyramid 403SIZE:24' 0" x 24' 0" x 11' 0"eSCALE: AS NOTEDDRAWING SIZEBREVDESCRIPTIONDATEDRWCHKENGNCRELEASE FOR CONSTRUCTIONMPMPMPEng. By:MPDesign By:MPApproved By:MPDRAWING DESCRIPTION:NOTES / LOMDWG.PAGE1000REVNCLIST OF MATERIALSITEMQTYDESCRIPTIONSMI PART No.BOLT4BOLT,HEX,1/2"-13 x 4-1/2",GLV ASTM A325309108HEX NUT4NUT,HEX,1/2",GLV 1213 A 194 2H308069FLAT WASHER8WASHER,FLAT,1/2" GLV ASTM F436307622WASHER4WASHER,SPLIT LOCK, 1/2",GLV307625CABLE CLAMP4CLAMPS,CABLE,1/4" DF GLV307633COLUMN44.5 GA 07 ROUND TUBINGPIH-450-158-300-SINEXTENSION43.5 GA 08 ROUND TUBINGEXT-350-198FABRIC1FABRIC SHADESURE ARIZONA200000SAZCABLE1WIRE ROPE, 7x19, 1/4", GALV307604RAFTER4UNPAINTED 350RAF-F5350RAF-F5CROSSPIECE1UNPAINTED 350CP-PYR-F6350CP-PYR-F6NOTICEFABRIC TOP NEEDS TO BE REMOVED IF SNOW EXCEEDING 5 PSF IS ANTICIPATED•FABRIC TOP NEEDS TO BE REMOVED IF WINDS EXCEEDING 115 MPH ARE ANTICIPATED. SEE NOTES FOR DESIGN LOADS•CODE ANALYSISBUILDINGOCCUPANCYCONSTRUCTION TYPEAREA (SQFT)OCCUPANT LOADSHADE STRUCTURE24' 0" x 24' 0"UV-B576N/A TABLE OF DIMENSIONSLHRHTDEL24' 0"11' 0"5' 2"16' 2"33' 11"16' 6"TABLE OF DIMENSIONS KEYLLENGTHHDISTANCE FROM FINISHED SURFACE TO PINRRAISE FROM RAFTER TO CROSSPIECEHTTOTAL HEIGHTDDIAGONALELEXTENSION LENGTHTHESE PLANS AND SPECIFICATIONSARE THE PROPERTY OF USA SHADEAND FABRIC STRUCTURES ANDSHALL NOT BE REPRODUCEDWITHOUT THEIR WRITTENPERMISSION.CORPORATE HEADQUARTERS2580 ESTERS BLVD., SUITE 100DFW AIRPORT, TX 75261800-966-5005CERTIFICATIONS:IAS CERTIFICATION No: FA-428CLARK COUNTY MANUFACTURERCERTIFICATION NUMBER (NEVADA):355CUSTOMER: Lea Park & Play IncPROJECT NAME: Whites Chapel UMCLOCATION: Southlake TXPROJECT NUMBER:Q-041163 STRUCTURE TYPE:Pyramid 403SIZE:24' 0" x 24' 0" x 11' 0"eSCALE: AS NOTEDDRAWING SIZEBREVDESCRIPTIONDATEDRWCHKENGNCRELEASE FOR CONSTRUCTIONMPMPMPEng. By:MPDesign By:MPApproved By:MPDRAWING DESCRIPTION:ELEVATIONS AND DETAILSDWG.PAGE2000REVNC REINFORCED CONCRETE NOTESCONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITIONOF THE AMERICAN CONCRETE INSTITUTE SPECIFICATION FOR STRUCTURALCONCRETE ACI 301 AND BUILDING CODE ACI 318. CONCRETE SPECIFICATIONSSHALL BE AS FOLLOWS:28 DAY STRENGTH: 2500 PSI•SLUMP: 3-5•PORTLAND CEMENT SHALL CONFORM TO C-150•AGGREGATE SHALL CONFORM TO ASTM C-33•1.ALL REINFORCEMENT STEEL SHALL CONFORM TO ASTM A-615 GRADE 60; ANDSHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATESTACI SPECIFICATION FOR STRUCTURAL CONCRETE ACI 301, ACI DETAILING MANUALAND CRSI MANUAL OF STANDARD PRACTICE.2.ALL ANCHOR BOLTS SET IN NEW CONCRETE (WHEN APPLICABLE) SHALL COMPLYWITH ASTM F-1554 GRADE 55 (GALVANIZED).3.ALL NON-SHRINK GROUT SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVESTRENGTH OF 5000 PSI, AND SHALL COMPLY THE REQUIREMENTS OF ASTM C109,ASTM C939, ASTM C1090, ASTM C1107, WHEN APPLICABLE.4.SOIL PARAMETERS FOR FOOTING ANALYSIS; TABLE 1806.2, CLASS : 5 - 1500(PSI)5.FOR SPREAD FOOTING, EDGE OF COLUMN OR ANCHOR BOLTS MUST BE SET ATLEAST 12" FROM THE EDGE OF SPREAD FOOTING EDGE.6.FOR DRILLED PIER, THE EDGE OF COLUMN MUST BE SET AT LEAST 3/4" FROMREBAR WITHIN DRILLED PIER.7.SPREAD FOOTING ALLOWED TO BE ROTATED AS REQUIRED.8.TABLE FOR SPREAD FOOTINGLENGTHTHICKNESSTOP AND BOTTOM REINFORCEMENTMIN. COLUMNEMBEDMENT (EMBED)MIN. ANCHOREMBEDMENT(RECESS. & SURFACE)(FT)(FT)QTY.SIZESPACING (IN)(IN)(IN)4.503.006#5@9.5O.C.E.W.3319TABLE FOR NON-CONSTRAINED DRILLED PIER FOOTINGDIAMETERDEPTHVERTICAL REBARTIESMIN. COLUMNEMBEDMENT(EMBED)MIN. ANCHOREMBEDMENT(RECESS. &SURFACE)(FT)(FT)QTY.SIZEQTY.Ø LOOP (FT)SIZE(IN)(IN)2.006.006#6111.5#33319THESE PLANS AND SPECIFICATIONSARE THE PROPERTY OF USA SHADEAND FABRIC STRUCTURES ANDSHALL NOT BE REPRODUCEDWITHOUT THEIR WRITTENPERMISSION.CORPORATE HEADQUARTERS2580 ESTERS BLVD., SUITE 100DFW AIRPORT, TX 75261800-966-5005CERTIFICATIONS:IAS CERTIFICATION No: FA-428CLARK COUNTY MANUFACTURERCERTIFICATION NUMBER (NEVADA):355CUSTOMER: Lea Park & Play IncPROJECT NAME: Whites Chapel UMCLOCATION: Southlake TXPROJECT NUMBER:Q-041163 STRUCTURE TYPE:Pyramid 403SIZE:24' 0" x 24' 0" x 11' 0"eSCALE: AS NOTEDDRAWING SIZEBREVDESCRIPTIONDATEDRWCHKENGNCRELEASE FOR CONSTRUCTIONMPMPMPEng. By:MPDesign By:MPApproved By:MPDRAWING DESCRIPTION:FOOTING DETAILSDWG.PAGE3000REVNC