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ZA23-0027- SP- White Chapel Methodist Church PUBLIC HEARING NOTICE ZA23-0027 • Site Plan for White’s Chapel Methodist Church located on a property described as Lot 1R, Block 1, White Chapel Methodist Church Addition, an addition to the City of Southlake, Tarrant County, Texas and located at 185 S White Chapel Blvd., Southlake, Texas. • Current Zoning: “CS” Community Services District. • Purpose: The purpose of this request is to consider the approval of a Site Plan for two accessory (shade) structures. Dear Property Owner: Your property has been identified as being within 300 feet of the above referenced Site Plan application. A public hearing will be held by the City of Southlake Planning and Zoning Commission on May 18, 2023 at 6:30 pm in the Town Hall Council Chambers at 1400 Main Street, Southlake, Texas. Please note that this letter and its attachments constitute written notice about the proposed Zoning Change. If you wish to register your opposition or support to this action, you may complete and send the Notification Response Form to the Planning & Development Services Department. You are encouraged to follow the request through final action because changes are often made during the review process. Please contact the Planning and Development Services Department if you have any questions: Project Contact: Reagan Rothenberger, Phone: (817) 748-8602 | Dept. Phone: (817) 748-8621 CITY OF SOUTHLAKE PLANNING & DEVELOPMENT SERVICES 1400 Main St.; Suite 310 Southlake, TX 76092 Phone: (817) 748-8621 Fax: (817) 748-8077 www.cityofsouthlake.com Planning and Zoning Commission Thursday, May 18, 2023 6:30 PM Town Hall Council Chambers 1400 Main Street Southlake, Texas Notification Response Form ZA23-0027 – Site Plan for White’s Chapel Methodist Church Meeting Date: May 18, 2023 at 6:30 PM PLEASE PROVIDE COMPLETED FORMS VIA MAIL, FAX OR HAND DELIVERY BEFORE THE START OF THE SCHEDULED PUBLIC HEARING. Being the owner(s) of the property so noted above, are hereby in favor of opposed to undecided about (circle or underline one) the proposed Preliminary Plat referenced above. Space for comments regarding your position: ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ Signature: _______________________________________ Date: ______ Additional Signature: _______________________________ Date: ______ Printed Name(s): _____________________________________________ Must be property owner(s) whose name(s) are printed at top. Otherwise contact the Planning Department. One form per property. Phone Number (optional): ______________________________________ Direct questions and mail responses to: City of Southlake Planning & Development Services Notification Response 1400 Main St; Ste 310 Southlake, TX 76092 Phone: (817) 748-8621 Fax: (817) 748-8077 SOUTHLAKE PLANNING & DEVELOPMENT SERVICES CONCEPT PLAN / SITE PLAN I DEVELOPMENT PLAN APPLICATION Department of Planning &Development Services, 1400 Main Street, Suite 310, Southlake, TX 76092 Phone: (817) 748-8069 Website7w .citvofsouthlake.com Type of Plan ®Concept Plan @Site Plan ©Development Plan Title of Plan Whites Chapel Methodist Church Subdivision Name hite Chapel Methodist Chur Lots) 1 R Block(s)F Survey Name(s) Abstract No.(s)E7� I Tract(s)� Address/Location 185 S White Chapel Blvd Current Zoning CS If more than one zoning district, list all here Requested Zoning E Acres or Sq. Ft 3.35 acres Spin Meeting Date Applicant Owner(See additonal sheets if necessary) Company Company hite Chapel Methodist Church Contact Martin Schelling Contact Sterling Smith Address 2665 N White Chapel Blvd, Southlake, TX 76092 Address 185 S White Chapel Blvd Phone 817-475-3335 Phone 14-684-5098 Email Email Main Contact for Project Martin SChelling Phone 817-475-3335 Email' 'Email should only be provided it you consent to your email address becoming a part of public record. I hereby certify that this application is in conformance with the requirements of the Zoning Ordinance No. 480, as amended and other ordinances, maps, and codes of the City of Southlake that pertain to this submittal. I understand that it is my responsibility to have the Applicant, Owner or other authorized agent present at the Planning and Zoning Commission and City Council meetings. Should an authorized person not be at the meeting to represent the application, I hereby request that consideration of the item be continued to a future date to allow an authorized person the opportunity to appear and present testimony. However, I do understand that the City is not obligated to continue this request. I further understand that this request will be placed on the appropriate Planning &Zoning Commission and City Council agendas in accordance with the limitations of Resolution No. 97-22 and where a plat is submitted concurrently with zoning request, concept plan, site plan, or development plan, and approval of the plat is contingent upon receiving the requested zoning and/or plan approval, I hereby request that these items be processed concurrently on the same agenda. Signature of Applicant, Owner, or Authorized Agent Date 4-20-23 Printed Name Sterling Smith ***ITEMS REQUIRED WITH SUBMITALL*** The items listed in the Submittal Guidelines & Requirements must be received no later than 5:00 PM on the submittal deadline (refer to schedule) and are required to qualify as an adequate submittal. Upon determination of its inadequacy, the submittal will not be accepted and will be promptly returned to the applicant. For Pre-Submittals, please submit all required documents to PlanningSubmittal@ci.southiake.tx.us. Revised September 2022 CITY OF SOUTHLAKE GUIDELINES FOR POSTING PUBLIC HEARING SIGNS (ZONING CHANGES, CONCEPT PLANS, SITE PLANS, SPECIFIC USE PERMITS) APPLICANT, OWNER,OR AUTHORIZED AGENT MUST READ AND SIGN Below are the procedural guidelines which must be closely followed when posting the signs to ensure proper consideration of the zoning issue. I. The Applicant, Owner or Authorized Agent assumes responsibility for the placement of the public hearing signs on the same property listed in the application for the zoning change. These zoning signs are required by the Comprehensive Zoning Ordinance as part of the public notice process. Failure to place signs will result in mandatory tabling of the zoning change request. II. The signs must be in place on the subject property at least fifteen d (15)days prior to the public hearing to be held before the City Council. Signs are made available at the time of formal submittal. III. One(1)sign must be placed on each property line with street frontage. If the street frontage is greater than 1,000 feet, one sign must be placed for every one thousand (1,000)feet of street frontage. One sign must also be placed at every proposed tie-in or continuation of an existing public street. IV. Signs must be placed in the most prominently visible locations as possible, but should not be placed where they might serve as an obstruction of view for motorists. Ideally, the placement of signs ten to fifteen (10'-15')feet from the edge of the roadway, clear of any excessive undergrowth, would serve this requirement.The city reserves the right to request the signs be relocated to improve visibility. V. The signs must remain in place on the subject property throughout the time action is being taken on the case. The Applicant, Owner or Authorized Agent should notify the city if a sign appears to have been removed from the property and must obtain a replacement sign from the city. It is the responsibility of the Applicant to remove the signs from the property after final action has been taken on the zoning issue. I have read the above requirements concerning the posting of zoning change signs and understand my responsibilities as the Applicant, Owner, or Authorized Agent. Applicant, Owner, or Authori�ed Agent , Date4-20-23 WitnessO GCSN P.o�.smlre�aMwu MEsartassEaw.,STE30 - NLPa.rxhwl SanNAKE,IXram Owner: Whites Chapel United Methodist Church rof1NOG1 zoxmsol Jeff Miller - Representative 1-0=0mCEmMMERCYL wn.-ancEcosNelau 185 South White's Chapel Blvd. SaMlake, Texas 76092 ':r:;r:x;•I•}:::•i:•: •}:•}:•: Architect Jacobs&Assocales :•i:•i:•}:.i•:•I}}•:::':•:; Brent Kline - de Drive Archfted �:� ?ti}• ;fX. }ti• {?• Jacobs & Associates P 3737 Mlinat -aPr Dme „• Piano, Texas 75075 (972)3315699 Fax (972) 769-9634 •`�'�•'• ArchirtBchlre Planning Interiors I`' 3737 MaPieahade Lane __ EAST : •�:: SO(J jy :• i f : Piano, Texas 75075 L AKE B f / t s 6 972 331-5699 NA 146' !y/OTH OvLE(�,�RD cis v 2 a R/GHT-OF-6Y4 Y� k yy, € a . x nRsr aFNLaxcweuxwaax. s>rrrty 18.p k�4u- 77.3' -ry 2' 8'-0'Wra9M Ilm I!FH r)iRisa'O' ,. ® Shoe Fence _ 4: RI &\ FIRSTANANCWaW( Exsting% p L-SOS' N Project Vicinity Plan aourbrA .1 r : X muauxE.rxmaz Wks Fence ., IYpE"0"BUFFER 2p � / $ Not To Scale Luc.bFFxECLNMERCNL I ':: :� ::. .. . .. ®: I, a: Grass 10... ) •. ACCESS EASEMENT C/NE TABLE LINE BEARING LENGTH �iw;��"; ,- I •• . ELf 50003'47"E 15.93' x x lu" " gg ;1'.; ExsITS 8• ' EL2 N893B56 NW 117.54' oeoxia�zELCEMErnxv g'•i:•i• FF;:;: R. 1 Al n EL3 N007108"W 24.00' mwxccs 24 X24 � ! ..Q ;.; _ Lnr, Po8QK 2.rxmaa 1;: a i EL4 S89ag'56 E 117.84' wD.=PLELkaFMawLk - EL5 NOOTJ3'47'W 15.93' >,� Poeoxm,a Shade : f.WeryaN ' LOTI sErsuc / •• EL6 DUE BEST 5.50' haft Paving Concrete Paving Structure 1 +> XX: arc FNm w soumvxE,n]aosz CarNr EL7 DUE SOUTH 77.8Y �� f•{N ° tom I zaxmnePz Sldawalk j EL8 DUE BEST 24.00' /O a tlWmu Inch . 77-0 � 1-p m Lu.o.omce caMMexqu EL9 DUE NORTH 77.87' . . `r ,g R1'48 25119' $MMF9 BBBY4'LY)q 9NLLb g EL70 DUE EAST 5.50, R\ .9@ Ij Site Plan White's Chapel United Methodist b S:Dran, Uhl Easement S p ACCESS EASEMENT CURVE !ABLE `` hn�24'F''reT '158ui�ig '� =P `� h 31 4'Chaln Unk Fake ••• n a ® Church - Administration Building Expansion CURVE DELTA RADIUS TANGENT LENGTH CH.BRG CHORD „ •• ECl 902451' 34.00' 34.25' J. N457J8J8E 48.26' 1`1 I •b• - BndHwsa /�/ ® SCALE 1 = 80 / Lmz a w 0 ro 1m EC2 9074$1' 10.00' 70.0T 1.578 N450B 39E 14.19' GmRtALEneNELEwLER ErN CONCRETE } :•�.:�••••••: Play a ; 23b -291 R I .. VOL9]/9,PG.fl]1 " ::::;:;1 r WO '' pµrxElLga9KERmIV EC3 900000" 20.00' 20.00' 31.42' 845T70'00"W 2828' V E>ceti $IDEWAIN EC4 9OV000- 44.00' 44.00' 69.72' 59517000W 6223• F4110 ORT MEaxsacw J CONCR E Sbn Q // za Esomxluaazw FoarwaRa.rxmlx a ;; � ;: aF g somxuKE,rxraez wrs SIDEW s "uIR MLL :{:• '^ BURG sa Symbol Key GxmLe, ::: 3 LUD.00FFICELCSMERL orN D NAIArEE.Fmtx LLLD!OFnLE WMMERaPl 1 c� S S� iii• f ';:i;:=::_••;:; I SqR IWO GVPELHILLOFFILEP0.RKPLgrnN mm NY3Nl.1YaEX _- - -- - - - - - --_ Easement Boundary h � � $� """''": Laa.0.suDEmsz uKEPROaDExcEur,za Bolding SeticetlL . . u'ia,-,� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIType " � ry LunankECONMEJECK d e ° •f F \ Emhn98 111'-0' W ° 283'-7 nnnnnnnnnnMMMaaaaaaaRMMnnnn Type •A" Bufieryard ow.KNxtln `�� Existing-220,Cis oms 'B' I I .... svv]mAwEaw n Lm. RwmumuixEeLVD.aum. . . Irr r�r rr r�r rr r�r rr r�r rrl Type OF Bufferyard nwSB suM x 1 :. :: Ma 25bry-20,547 Sq. FL:•.. pa.e,suamm t EOetllg Febwehp BLOC I BwraAS APE ss. no mmmucus nvE.srE.no \ :::i:" ' " uA]us ]x nzzs auus,n]sns Irrr�rrrr�rrrr�rrrr�rrrl Type '0' BuReryard VP \ PHA. 151ary 9,788 Sq. FL :: - •:f! b' zanvc svz 24'-0' xMm Lm n \-NS I •FH L.uo=orr]¢ccxeaaanL mxas air Im1LHAMNIONSMY v `,/ PARq t •.oE" Q''a'� 1 - saTHLAKE xmaz yA'` 'l LOTTY � 4 P __ Luo�aFCEcauu leL - ak New SWctures ® Covered ZONING CS �\ /O FH 3 ter : . • SID"CRETE EWPLI( ExI511n91A FNa Lane 55908'S6i 42a 12' TYPE A BUFFERYARD •• Ae hall Pa ng � 39' Pole Light L.UALFFlCEWM.ERCUl �'\ @ yP- C � so- " I ------ Firs Hydrant V CO aP. ' •9M ...::::. Landscape New Asphalt 1 uil 1 Building Entry P R ¢ Lori tiv: 0 c y i3 aunresUPNx �� • OL\ {:. .:•::} w• M� oz FELLOWSHIP HALL D ITION �a V . . FELLOWSHIPADDITI N ONE STORY o Concrete Paving G &SLDEesa ]6115 SF FAT TWO STORY ImmLlrxwRmx \ • � { / , 3 35,980 SF Sid Mate SERRVRAIUNLE ``��` LvnP1c )ABLE GURLF OEL)A RAP'US )ANCYN) LfW.]H Cl4LoggggoBFG CN6P0 2a11NGsfm4 ��\\\� �� b txislin, :.' •• CI I ' LUDaMEOAIM CENsm REnOEMUL \ A $Igo m . . cs rr $ evralk 9M roam ceNsnuRsarvxL. % Y1i9999 I COLLErvI11E,rx%01 LINE )ABLE `°� V :. .�' '�', I I SNNISPL LINE BEAPoNG [ENGR/ O '..... . I ':. WD.SiFCECCMYFRCYI I )f °NBF•� : - � 2> t 4: F m X We I I I WHITS HAPEL L.s ABLE /yBTjy �/ U ahnA rraysr Chapel Existing 2000 Seat Sanctuary 8 PHPL ::. : •:. •:. WNCREAE :Ijtititi•: •: 28,330 S9�FL(iourd Floor @ oty TpYP. "I Development Data `�\J SIDEWALK \ 5,7935q.FL Sao dFlag BE OR ExISW9 Proposed Total /0 SLOW AN 6-: ONCRET �: •, :< F ZoningCS CS CS 4ar-T _ _ ^ Land Use Desi nation PUb1Ic/Seml Public Publld8eml Public PubIIGSemI Publk • • IDEWAL S GHJ"'{PE Gross Acr a 23.28 aces 23.28 acres tic/S saes Gs� EW CO ED WAL AY T4?P4 N n " � YI 7 Net Acreage 23.28 acres 23.28 acres 23.28 acres �• ♦ ,G No.of Loa 1 1 1 \cl�� r �i Existing 24 Fim Lane •••••• I Ie, M Percents of She Coverage 10.12% - 13.73% \�9 O ow 9 15' Area of n Spam 478,774 . Ft. - 419,577 S . Ft. R Percents Openof S ace 47.21% - 41.38% rxEcmoFswmuxE �'" y� OV w P3 Impervious Coverage Area 535,303Sq.Ft. - 594,500Sq.FL wL.luoam,a /' s --- .••. :r: eIC TYPICAL ,84r ' 4�^^- � ••• ATER PARKING STALL TYP. Impervious Covere Percentage 52.79% - 58.62% Iweswx s„EOsumam CG�I \ o - --- - ':'.?M? •• Boo "Be Start of Construction Final Quarter o42012 First QuarterW2013 swrxusE,rxmaz i }• :y'`. UNITED METHODI5T CHURL ti•:::• cam letlon of Construction Final Quarter of 2014 First Quarter of 2014 2a1NGAG �T9 ':••,, '6' I •woREas arlrexo. BuildingArea Footprint 102,649 S .Ft. 139,213 S . FL 139,213 S .FL w.DAowcEram RsaDExtw T "B• . � - No.ofSheres 2 2 2 0v m ' • 44g,$= -- sm:':• o 0 Lm13R 155 50UTH WHITE CHAPEL Max. BuildingHeight 37 Ft. 37 Ft. 37 Fl. J Pro sed Floor Area 133284 Sq.Ft. 192000 Sq.FE 192000 Sq.Ft. . . ow.tala4134 ncomax M ccc.mamala aft mwrE Floor Area by Use I POND a _�. LULownrswRSExrtxa SOUTHLAKE 7EXA5 Classroom Bldg. E2 6,913 . Ft. 6.913 S .Ft 6,913 . Ft. ¢ s 163'-9'pi;{4iiX<`: Powrxim AP Classroom Bldg. E3 ,1 934 .Ft. 11 934 S .Ft. 11 934 .FL ® r mLlEmurxma4 Classroom Bldg. E4 1,521 .FL @ manse[ Classmom Bltl . E5 1521 .Ft. - - BE - LDD.umcEanrescLu Classroom Bid . E6 1,521 .FL N :•:Ensli•Cha•• 42'-0 E7 re PB Worship Space . 1 521 .FL C.� Story k y La, - Worehi S ce 10200 .Ft. 102008 .Ft. 10200 .FL :•i:'x: .•..:':••.•.• ;:•{:; .... ... . • P Pa Sq. di Sq I 7,516y�. H. ExishrglgaMe to SOO Seats 500 Seats 500 Sean ENRRYL&Ww GMTIE y�, :{{•Bu6eryatl Trea }ti;{:}};:};?: a Fellowship Hall 9.788 . Ft. 9788 Sq.Ft. 9788 . Fl. zsonnE owvE I �,,;j O iyi to Remaln. SITE 44523S .Ft. 44523S .Ft. 44523 . Ft. somxuxa,rxnYn _ . . . . . . 9 Q Sq. Sanctus Building - - . - - . -- JL N 9 20(lO Sean 2000 Seats 2000 Seen O V t11 ZONNGa 1A Exisg PLAN ::. ' : Atlministretion 4735S .Ft. 4735 � - � � :• :•�;::•� :::::::::::::::: :: . t. 473 Sq. Ft. wnxawoExatt aastamw s. W n :'e:' :' :' ' B3 214 Prayer Chaicial .Ft. 2148 Sq. 214 . Ft. :. ......... . . .................... ..... .......... ....... ..... ..... ..... . . :. Accesso Buildings •.}$pilway O 5 779 . Ft. 5 779 S .Ft. 5 779 . Ft. 9 :; Classroom Bldg.A 11.192 .Ft. 11,192 Sq.Ft. 11,192 .Ft. R1 L - .-:�:•:tit,•:{•:^:=i:•:i+:i�:•:=;•,{ti•ivi•:•riti•:•:•i•;•'r:•i•iy`:•;4�{•. •: . in L:40 Wilding Setback :•}:•ii:•::•}i:•::•}i:•?:•:i•:{•i:•i:•}i:•i:•}i:•}:'i. JOB No. O�J4 Classroom Bldg.B 20,547 S .Ft. 20,547 .Ft. 20,547 S . Ft. Emsag 24'Fim Lane Asphalt Pav 9 n.A A • . . . . . . . . . . :..::::::::::::::. . . . . . . . . .. .....Ow .. ..-. ...-....-....-.... .. ... .. . .. .. ... . . . WaddingChapel 1.516 .Ft 1.516 S .Ft. 1.516 .FL o. is?:tititi'}:•.... .. :::. :::. :. •. ::::::::::::::::. :::.: : : . `}::titi•i;{::::::{titiv titiv' 'titiv ::::•::::::. •:. :::. •:.-:: ::•i FellowshipAddition - 3.508 S .Ft. 3,508 . Ft. e •t•"616wiiliici7r't'ri•IEII♦1 ` •Y •� • •9 •; �6 •••• •••• ••••• •••••• • • - `�IRIRI�}Ri)1:I11AA]AttPE'C BUFFFAYARD , "•" Administration BuildiAddition 18,93680 .Ft. 35,986 . Ft Neaa en.r NBa:a3'LKSY 2061Y Futuer Fellowship Hall AddNlon 35980 Sq. Ft. 35980 Sq. F1. . . • • amsoms.aPFa 02 NONLsaxm RwEx,xnL DATE ISSUE FOR DRAWN BY Future Administration BldgAddition - 8376 Sq.Ft. 8376S .Ft. ROLwE acxERYLsmvrar as xaarmwcooasr eoanomlm000cr L11FINE uRa�Ew SMINMEU ZDNINGNa.Txram zodINGWXxraaz 01-17-12 PRESUBMITfA1 AJC Ouakla Storage 0% 0% 0% zn Pet sarxuxErx ream zaxxaRme mxxcm=m Required Parkin 667 s aces 667 spaces 667 spaces Lmce soumuKErxraez Site Plan White's Chapel LU.msEDUM LUD.amsm 02-W12 FINAL SUBMITTAL NO Parts Provided on Church Lot 874saces 991 spaces 991saces aaNYa MONCRNsaL mNNGSFIA pExsln REaPExnea GENSWREGIOENIK m,GwNIIELxwaaw LaaxGar,x United Methodist Church LaDADv]DENSm RESDENaa TIARMIJA➢Dlaa Standard Parkin 85ospaces 962 spaces 962 s aces sanlawo-.rzrm9z LUDAGNDENsm RESIDENTIAL NORmwoao PARK Lam Lmm HC Park! 27 Spaces 29 spaces 29 spaces mm Parking Provided on Areemetlol via 1, , , o G®20 SCALE 1" = 80' Mk Ema access and parklrg agreement MvBh 166 spaces 186 spaces 166 spaces net hba \ i Lan Total parking proNdetl ,D40 a ee „57 a Lea „57 a Des NORTHWOOD TRAIL Note: 4T Buiding subeck a4:1 slope as required by Ale Residential Adjacency Standards,Ordinance 480,Section 43. Q 50' RIGHT-OF-WAY Note: Any new lighting will comply sit the Lighting Ordinance No.693,as amended. Lome � Lmm Lmm SHEET NO. ZUEJ SP1 � m DF ZA12=006 USASHADE v & Fabric Structures a c m 0 0 0 0 0 0 STRUCTURAL CALCULATIONS PROJECT: WHITES CHAPEL UMC x Fi r LOCATION: SOUTHLAKE, TX O a < STRUCTURE: 24 ft x 24 ft x 11 ft PYRAMID UNIT 0 0 0 v 9 m W W O J N N LL ' w E.OF TPi\)1 x 11 vai % TNOMAS R. SAOLEN !/ A 45440 ;�C f it EN Np�� March 6, 2023 �\� ONAIE ��..� TX FIRM AEG NUM.F8167 I N D E X GENERAL INFORMATION ANALYSIS ASSUMPTIONS AND DESIGN PARAMETERS WIND FORCE CALCULATION DRILLED PIER FOOTING DESIGN RISA-3D ANALYSIS GRAPHIC INPUT:Isometric / Projected views Member and Node Numbers Basic Load Conditions (selected) TEXT REPORT:Global Information Materials Joint Coordinates Member Data Sections Boundary Conditions Basic Load Cases (BLC) Summary Load Combination (LC) Summary Envelope Reactions Envelope Member AISC Code check Material Takeoff GRAPHIC OUTPUT: Envelope Member AISC Code Check ALTERNATE SPREAD FOOTING DESIGN GENERAL INFORMATION USA Shade Units are constructed from shop-welded Structural Hollow Steel Shapes Sections and Plate Materials. Primary pieces such as Columns, Rafters or Ridges are field bolt connected unless noted otherwise. Once the steel frame is properly erected one or more pieces of HDPE fabric are stretched using sleeve-embedded wirerope cables until the fabric reach a rigid appearance and is securely anchored to the corners and/or edges of the steel frame. The structural analysis of this type of frame supported membrane requires acknowledge that loads applied to the fabric may induce a combination of non- uniform pressure against the HSS members and tension on the cables. This is especially critical when loads such as wind uplift act upon the fabric surface when the attachment is at the steel frame corners (see graphic below). Our Structural analysis approach is to create a web of compression-only members (low or no resistance to tension) linking fabric plate elements to the steel frame at various points through the model. This will provide a more realistic loading mechanism with forces acting on different directions on the steel frame. Corner details show an example of a typical case when the fabric deflects under live load (pressing downward on the rafters on Figure 1a) or uplift wind (Figure 1b). Uplift forces are carried to the frame corner as tension on the cables rather than an otherwise assumed upward uniform load applied to the rafters. Figure 1a.Figure 1b. PARAMETERS AND ASSUMPTIONS : 1)CODE COMPLIANCE:IBC 2021, ASCE 7-16, ACI 318-19 & AISC 360-16 ASD 15TH Ed. 2)DESIGN SOFTWARE:Risa3D 20.0 3)BASIC LOAD CONDITIONS: A)Dead Load (DL):Selfweight is calculated by the program. B)Roof Live Load (RLL):5 psf applied to the fabric. C)Snow Load:5 psf applied to the fabric. D)Wind Load:Basic wind speed (V): 115 MPH based on the ASCE 7-16 basic wind speed map 26.5-1B for 3 sec gust, Risk Category II & Exposure C. Refer to next page for detailed Wind Forces calculation. E)Seismic Load: Seismic Design Category:D Building Risk Category :Type II Site Class: D Seismic Risk Category:II Seismic Response coefficient (C s): 0.53 Structure DL (see take-off report):791 lbs Design Base Shear:V= Cs (W) =419 lbs 4)LOAD COMBINATIONS: DL + LL 0.6 DL + WL (UPLIFT) 0.6 DL + 0.6 WL (XA)DL + 0.75 [ LL + 0.6 WL (XA) ] 0.6 DL + 0.6 WL (XB)DL + 0.75 [ LL + 0.6 WL (XB) ] 5)SOILS PARAMETERS: Per section 1806 and assuming Material Classification Number 5: a) Vertical Foundation Pressure: 1,500 psf b) Lateral Bearing Pressure:100 psf (2x Allowed by 1806.3.4) c) A skin friction of 250 PSF is assumed based on section 1810.3.3.1.4 Response Modification Coeff: (Cantilevered Column special frame) (R a=2 1/2) Seismic loads are usually smaller than Wind loads for light steel frames, and will not govern the lateral analysis. Spectral response coefficients: SDS = 1.33 & SD1 = 1 (based on worst case conditions of 2.0g and 1.0g for Ss and S1 respectively) WIND FORCE CALCULATION : Per IBC 2021 section 1609.1.1 , Wind loads on every building or structure shall be determined in accordance with Chapter 26 through 30 of ASCE 7-16. Per ASCE 7-16 Chapter 27.3.2 (Directional Procedure): p = qh x G x CN qh = 0.00256 x Kz x Kzt x Kd x Ke x V2 Kz = 0.85 Kzt = (1 + K1 x K2 x K3 )2 K1 = 0.00 K2 = 1.00 K3 = 1.00 Kzt = (1 + 0.00)2 = 1.00 Kd = 0.85 Ke = 1.00 V fabric on= 115 MPH [FABRIC ON] Per IBC 2021 Eq 16-17, the ASD Wind Load is √0.6*V =89 MPH qz = 0.00256 x 0.85 x 1.00 x 1.00 x 0.85 x 115 2 =24.46 PSF [FABRIC ON] G = 0.85 From Figure 27.3-5: Clear wind flow, Roof Angle θ=22.5°, Wind direction γ=0° ,180° Load Case A CNW = 1.1 Load Case A CNL = 0.1 Load Case B CNW = -0.1 Load Case B CNL =-0.8 Load Case A p = 24.46 x 0.85 x 1.1 =22.9 PSF 115 MPH WINDWARD (FABRIC ON) p = 24.46 x 0.85 x 0.1 =2.08 PSF 115 MPH LEEWARD (FABRIC ON) Load Case B p = 24.46 x 0.85 x (-0.1) =-2.1 PSF 115 MPH WINDWARD (FABRIC ON) p = 24.46 x 0.85 x (-0.8) =-17 PSF 115 MPH LEEWARD (FABRIC ON) Worst Case F = 24.46 x 0.85 x 1.1 x Af=22.9 PSF x Tributary Vertical Projected Area Wind forces obtained govern the lateral design of this steel frame, since seismic base shear value is lbs total.419 DRILLED PIER FOOTING DESIGN 1.0 Non-Constrained Case Computation of Cart in Place Concrete Fcoting aceonling to IBC 2021 Table 1806.2 vertical Lateral Foumlatlon Bearing ClassotA43teria/s Pressure( f) lbslft r/ft 1.hbssive aystailine bedrock 12000 1200 2.Sedimenaryandfolinedrock 4000 400 3.Satimgrawl andlor vel(GWanvd GP) 3000 200 4.Sand,siftysarrd,clayeysantl siftygrava andclayeygrava(SW,SP,SM,SC,GMand GC) 2000 150 5. Gay,seam,day,silty clay,add deesyslit Lbublo this value is (CL,ML,hill and al) 1 1500 1 100 a//owedsecdon IS06.34 Typeofs vl tous 0 1500 00 1807.3.2.1 Nonconitrah a d Case The following formula mayC°used in determining the a iah ofa itcceientregared m resist lateral lords x re NO constrain is pm vld�at the ground surface such as rigid floor or right ground surface pa wmaM Lbsign Reaction; Worst Case(refer to envelopejant reactions) max Momen= 7472 /bft Maxshear(P)= 324 /b,applied lateral force MaxAxial= 116E lb Max Uplift= -1158 /b Then. b= diamete-ofrmu postorfmbngordiagonalammr ofsquarepostorfmting,fwt it 4.1 depthofembedmeninmahinfeetbutmtomrl2ftforpurposeofcomputinglnemlp-ensure (change until it matches formub obtaned vabe) h= 7.6 dismwinftfromgrmndsurfsetopoinofapplkationof"P-iakaa2Has Max hbmen/Max Sh ear=24721324 Si - 2733 allowablelataalsoiFbearirgp-essumas.satfe in Tabk1806.26a onadgnhametbrd thedeptirofembeanen A= T39 and Matdrat 4.2 ft d= 6.o ft Axial Loading Che:k. Aresoffmting= 3.1 ftr Minimum vertkalReinforang Steal: Volume of Footing= 18.8 fts Asmin= 2,26 in Weight= 2733.2 lbs ,fbar- ==11 MaxAnalLmd= 110..0 lbs (ny= 6 TotaverticaLmd= 3895.2 lbs ASR= 250.0 psf ASR=Allavablo Shaft Resistance Sectvn 1810.3.3.1.4(max500psf) Fricifm Resistance= 6283.2 Its Exaudinguppertwofeet Actual Load= -23880 Its Ac - -760.1 psf OKislessthanallowable Pier Weight+Friction= 3005.45 Its Using a safety factorof3 Max Uplift= 1158.00 Its Actual Lift Farce= -1847.46 list JOKisknthanallomble Use a footing with 2.0 ft. Diameter and a minimum of 6.0 W Deep RISA-3D Version 20[ 24x24x11 PYRAMID IBC 2021.r3d ]Page 1 RISA-3D Version 20[ 24x24x11 PYRAMID IBC 2021.r3d ]Page 2 RISA-3D Version 20[ 24x24x11 PYRAMID IBC 2021.r3d ]Page 3 RISA-3D Version 20[ 24x24x11 PYRAMID IBC 2021.r3d ]Page 4 RISA-3D Version 20[ 24x24x11 PYRAMID IBC 2021.r3d ]Page 5 RISA-3D Version 20[ 24x24x11 PYRAMID IBC 2021.r3d ]Page 6 RISA-3D Version 20[ 24x24x11 PYRAMID IBC 2021.r3d ]Page 7 RISA-3D Version 20[ 24x24x11 PYRAMID IBC 2021.r3d ]Page 8 Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures EM 24x24x11 PYRAMID Checked By : __________ RISA-3D Version 20 [ 24x24x11 PYRAMID IBC 2021.r3d ]Page 9 Model Settings Solution Members Number of Reported Sections 5 Number of Internal Sections 100 Member Area Load Mesh Size (in2)144 Consider Shear Deformation Yes Consider Torsional Warping Yes Wall Panels Approximate Mesh Size (in)12 Transfer Forces Between Intersecting Wood Walls Yes Increase Wood Wall Nailing Capacity for Wind Loads Yes Include P-Delta for Walls Yes Optimize Masonry and Wood Walls No Maximum Number of Iterations 3 Processor Core Utilization Single No Multiple (Optimum)Yes Maximum No Axis Vertical Global Axis Global Axis corresponding to vertical direction Y Convert Existing Data Yes Default Member Orientation Default Global Plane for z-axis XZ Plate Axis Plate Local Axis Orientation Nodal Codes Hot Rolled Steel AISC 15th (360-16): ASD Stiffness Adjustment Yes (Iterative) Notional Annex None Connections None Cold Formed Steel None Stiffness Adjustment Yes (Iterative) Wood None Temperature < 100F Concrete ACI 318-19 Masonry None Aluminum None Structure Type Building Stiffness Adjustment Yes (Iterative) Stainless None Stiffness Adjustment Yes (Iterative) Concrete Compression Stress Block Rectangular Stress Block Analyze using Cracked Sections Yes Leave room for horizontal rebar splices (2*d bar spacing)Yes Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures EM 24x24x11 PYRAMID Checked By : __________ RISA-3D Version 20 [ 24x24x11 PYRAMID IBC 2021.r3d ]Page 10 Model Settings (Continued) List forces which were ignored for design in the Detail Report Yes Rebar Column Min Steel 1 Column Max Steel 8 Rebar Material Spec ASTM A615 Warn if beam-column framing arrangement is not understood No Shear Reinforcement Number of Shear Regions 4 Region 2 & 3 Spacing Increase Increment (in)4 Seismic RISA-3D Seismic Load Options Code None Base Elevation (ft) Include the weight of the structure in base shear calcs No Structure Characteristics T Z (sec) T X (sec) CtZ 0.035 CtX 0.035 R Z 2.5 R X 2.5 Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures EM 24x24x11 PYRAMID Checked By : __________ RISA-3D Version 20 [ 24x24x11 PYRAMID IBC 2021.r3d ]Page 11 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi] Ry Fu [ksi] Rt 1 50KSI 29000 11154 0.3 0.65 0.49 50 1.1 58 1.2 2 45KSI 29000 11154 0.3 0.65 0.49 45 1.3 58 1.1 3 WIREROPE 12000 0.3 0.65 0 86 1.1 58 1.2 General Materials Properties Label E [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Plate Methodology 1 LINK 1e+6 0.3 0.65 0 Isotropic 2 FABRIC 1500 0.5 0.65 0.002 Isotropic 3 C-ONLY 10 0.3 0.65 0 Isotropic Node Coordinates Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 1 N1 24 0 0 2 N2 24 10.333 0 3 N3 0 0 24 4 N4 0 10.333 24 5 N5 0 0 0 6 N6 0 10.333 0 7 N7 24 0 24 8 N8 24 10.333 24 9 N9 24 11 0 10 N10 13.5 15.511 10.5 11 N11 15 14.867 9 12 N12 16.5 14.222 7.5 13 N13 18 13.578 6 14 N14 19.5 12.934 4.5 15 N15 21 12.289 3 16 N16 22.5 11.644 1.5 17 N17 22.5 11.262 0.238 18 N18 21 11.35 0.444 19 N19 19.5 11.424 0.616 20 N20 18 11.486 0.757 21 N21 16.5 11.533 0.866 22 N22 15 11.566 0.946 23 N23 13.5 11.587 0.992 24 N24 12 11.593 1.008 25 N25 10.5 11.587 0.992 26 N26 9 11.566 0.946 27 N27 7.5 11.533 0.866 28 N28 6 11.486 0.757 29 N29 4.5 11.424 0.616 30 N30 3 11.35 0.444 31 N31 1.5 11.262 0.238 32 N32 21 11.862 1.634 33 N33 19.5 11.911 1.747 34 N34 18 11.95 1.838 35 N35 16.5 11.982 1.91 36 N36 15 12.003 1.963 37 N37 13.5 12.018 1.994 38 N38 12 12.021 2.004 39 N39 10.5 12.018 1.994 40 N40 9 12.003 1.963 Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures EM 24x24x11 PYRAMID Checked By : __________ RISA-3D Version 20 [ 24x24x11 PYRAMID IBC 2021.r3d ]Page 12 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 41 N41 7.5 11.982 1.91 42 N42 6 11.95 1.838 43 N43 4.5 11.911 1.747 44 N44 3 11.862 1.634 45 N45 19.5 12.482 3.077 46 N46 18 12.51 3.14 47 N47 16.5 12.53 3.188 48 N48 15 12.546 3.224 49 N49 13.5 12.554 3.245 50 N50 12 12.558 3.252 51 N51 10.5 12.554 3.245 52 N52 9 12.546 3.224 53 N53 7.5 12.53 3.188 54 N54 6 12.51 3.14 55 N55 4.5 12.482 3.077 56 N56 18 13.094 4.5 57 N57 16.5 13.094 4.5 58 N58 15 13.094 4.5 59 N59 13.5 13.094 4.5 60 N60 12 13.094 4.5 61 N61 10.5 13.094 4.5 62 N62 9 13.094 4.5 63 N63 7.5 13.094 4.5 64 N64 6 13.094 4.5 65 N65 16.5 13.738 6 66 N66 15 13.738 6 67 N67 13.5 13.738 6 68 N68 12 13.738 6 69 N69 10.5 13.738 6 70 N70 9 13.738 6 71 N71 7.5 13.738 6 72 N72 15 14.382 7.5 73 N73 13.5 14.382 7.5 74 N74 12 14.382 7.5 75 N75 10.5 14.382 7.5 76 N76 9 14.382 7.5 77 N77 13.5 15.027 9 78 N78 12 15.027 9 79 N79 10.5 15.027 9 80 N80 12 15.672 10.5 81 N81 0 11 0 82 N82 10.5 15.511 10.5 83 N83 9 14.867 9 84 N84 7.5 14.222 7.5 85 N85 6 13.578 6 86 N86 4.5 12.934 4.5 87 N87 3 12.289 3 88 N88 1.5 11.644 1.5 89 N89 0 11 24 90 N90 10.5 15.511 13.5 91 N91 9 14.867 15 92 N92 7.5 14.222 16.5 93 N93 6 13.578 18 94 N94 4.5 12.934 19.5 95 N95 3 12.289 21 Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures EM 24x24x11 PYRAMID Checked By : __________ RISA-3D Version 20 [ 24x24x11 PYRAMID IBC 2021.r3d ]Page 13 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 96 N96 1.5 11.644 22.5 97 N97 24 11 24 98 N98 12 16.156 12 99 N99 13.5 15.511 13.5 100 N100 15 14.867 15 101 N101 16.5 14.222 16.5 102 N102 18 13.578 18 103 N103 19.5 12.934 19.5 104 N104 21 12.289 21 105 N105 22.5 11.644 22.5 106 N106 1.5 11.804 1.5 107 N107 1.634 11.862 3 108 N108 1.747 11.911 4.5 109 N109 1.838 11.95 6 110 N110 1.91 11.982 7.5 111 N111 1.963 12.003 9 112 N112 1.994 12.018 10.5 113 N113 2.004 12.021 12 114 N114 1.994 12.018 13.5 115 N115 1.963 12.003 15 116 N116 1.91 11.982 16.5 117 N117 1.838 11.95 18 118 N118 1.747 11.911 19.5 119 N119 1.634 11.862 21 120 N120 3 12.45 3 121 N121 3.077 12.482 4.5 122 N122 3.14 12.51 6 123 N123 3.188 12.53 7.5 124 N124 3.224 12.546 9 125 N125 3.245 12.554 10.5 126 N126 3.252 12.558 12 127 N127 3.245 12.554 13.5 128 N128 3.224 12.546 15 129 N129 3.188 12.53 16.5 130 N130 3.14 12.51 18 131 N131 3.077 12.482 19.5 132 N132 4.5 13.094 4.5 133 N133 4.5 13.094 6 134 N134 4.5 13.094 7.5 135 N135 4.5 13.094 9 136 N136 4.5 13.094 10.5 137 N137 4.5 13.094 12 138 N138 4.5 13.094 13.5 139 N139 4.5 13.094 15 140 N140 4.5 13.094 16.5 141 N141 4.5 13.094 18 142 N142 6 13.738 6 143 N143 6 13.738 7.5 144 N144 6 13.738 9 145 N145 6 13.738 10.5 146 N146 6 13.738 12 147 N147 6 13.738 13.5 148 N148 6 13.738 15 149 N149 6 13.738 16.5 150 N150 7.5 14.382 7.5 Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures EM 24x24x11 PYRAMID Checked By : __________ RISA-3D Version 20 [ 24x24x11 PYRAMID IBC 2021.r3d ]Page 14 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 151 N151 7.5 14.382 9 152 N152 7.5 14.382 10.5 153 N153 7.5 14.382 12 154 N154 7.5 14.382 13.5 155 N155 7.5 14.382 15 156 N156 9 15.027 9 157 N157 9 15.027 10.5 158 N158 9 15.027 12 159 N159 9 15.027 13.5 160 N160 10.5 15.672 10.5 161 N161 10.5 15.672 12 162 N162 1.5 11.804 22.5 163 N163 3 11.862 22.366 164 N164 4.5 11.911 22.253 165 N165 6 11.95 22.16 166 N166 7.5 11.982 22.088 167 N167 9 12.003 22.037 168 N168 10.5 12.018 22.006 169 N169 12 12.021 21.996 170 N170 13.5 12.018 22.006 171 N171 15 12.003 22.037 172 N172 16.5 11.982 22.088 173 N173 18 11.95 22.16 174 N174 19.5 11.911 22.253 175 N175 21 11.862 22.366 176 N176 3 12.45 21 177 N177 4.5 12.482 20.923 178 N178 6 12.51 20.86 179 N179 7.5 12.53 20.81 180 N180 9 12.546 20.776 181 N181 10.5 12.554 20.755 182 N182 12 12.558 20.748 183 N183 13.5 12.554 20.755 184 N184 15 12.546 20.776 185 N185 16.5 12.53 20.81 186 N186 18 12.51 20.86 187 N187 19.5 12.482 20.923 188 N188 4.5 13.094 19.5 189 N189 6 13.094 19.5 190 N190 7.5 13.094 19.5 191 N191 9 13.094 19.5 192 N192 10.5 13.094 19.5 193 N193 12 13.094 19.5 194 N194 13.5 13.094 19.5 195 N195 15 13.094 19.5 196 N196 16.5 13.094 19.5 197 N197 18 13.094 19.5 198 N198 6 13.738 18 199 N199 7.5 13.738 18 200 N200 9 13.738 18 201 N201 10.5 13.738 18 202 N202 12 13.738 18 203 N203 13.5 13.738 18 204 N204 15 13.738 18 205 N205 16.5 13.738 18 Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures EM 24x24x11 PYRAMID Checked By : __________ RISA-3D Version 20 [ 24x24x11 PYRAMID IBC 2021.r3d ]Page 15 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 206 N206 7.5 14.382 16.5 207 N207 9 14.382 16.5 208 N208 10.5 14.382 16.5 209 N209 12 14.382 16.5 210 N210 13.5 14.382 16.5 211 N211 15 14.382 16.5 212 N212 9 15.027 15 213 N213 10.5 15.027 15 214 N214 12 15.027 15 215 N215 13.5 15.027 15 216 N216 10.5 15.672 13.5 217 N217 12 15.672 13.5 218 N218 22.5 11.804 22.5 219 N219 22.366 11.862 21 220 N220 22.253 11.911 19.5 221 N221 22.16 11.95 18 222 N222 22.088 11.982 16.5 223 N223 22.037 12.003 15 224 N224 22.006 12.018 13.5 225 N225 21.996 12.021 12 226 N226 22.006 12.018 10.5 227 N227 22.037 12.003 9 228 N228 22.088 11.982 7.5 229 N229 22.16 11.95 6 230 N230 22.253 11.911 4.5 231 N231 22.5 11.804 1.5 232 N232 22.366 11.862 3 233 N233 21 12.45 21 234 N234 20.923 12.482 19.5 235 N235 20.86 12.51 18 236 N236 20.81 12.53 16.5 237 N237 20.776 12.546 15 238 N238 20.755 12.554 13.5 239 N239 20.748 12.558 12 240 N240 20.755 12.554 10.5 241 N241 20.776 12.546 9 242 N242 20.81 12.53 7.5 243 N243 20.86 12.51 6 244 N244 21 12.45 3 245 N245 20.923 12.482 4.5 246 N246 19.5 13.094 19.5 247 N247 19.5 13.094 18 248 N248 19.5 13.094 16.5 249 N249 19.5 13.094 15 250 N250 19.5 13.094 13.5 251 N251 19.5 13.094 12 252 N252 19.5 13.094 10.5 253 N253 19.5 13.094 9 254 N254 19.5 13.094 7.5 255 N255 19.5 13.094 4.5 256 N256 19.5 13.094 6 257 N257 18 13.738 18 258 N258 18 13.738 16.5 259 N259 18 13.738 15 260 N260 18 13.738 13.5 Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures EM 24x24x11 PYRAMID Checked By : __________ RISA-3D Version 20 [ 24x24x11 PYRAMID IBC 2021.r3d ]Page 16 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 261 N261 18 13.738 12 262 N262 18 13.738 10.5 263 N263 18 13.738 9 264 N264 18 13.738 6 265 N265 18 13.738 7.5 266 N266 16.5 14.382 16.5 267 N267 16.5 14.382 15 268 N268 16.5 14.382 13.5 269 N269 16.5 14.382 12 270 N270 16.5 14.382 10.5 271 N271 16.5 14.382 7.5 272 N272 16.5 14.382 9 273 N273 15 15.027 15 274 N274 15 15.027 13.5 275 N275 15 15.027 12 276 N276 15 15.027 9 277 N277 15 15.027 10.5 278 N278 13.5 15.672 13.5 279 N279 13.5 15.672 10.5 280 N280 13.5 15.672 12 281 N281 12 16.316 12 282 N282 0 11.16 0 283 N283 0.238 11.262 1.5 284 N284 0.444 11.35 3 285 N285 0.946 11.566 9 286 N286 0.992 11.587 10.5 287 N287 0.616 11.424 4.5 288 N288 0.757 11.486 6 289 N289 0.866 11.533 7.5 290 N290 0.238 11.262 22.5 291 N291 0.444 11.35 21 292 N292 0.946 11.566 15 293 N293 0.992 11.587 13.5 294 N294 1.008 11.593 12 295 N295 0.616 11.424 19.5 296 N296 0.757 11.486 18 297 N297 0.866 11.533 16.5 298 N298 0 11.16 24 299 N299 1.5 11.262 23.762 300 N300 3 11.35 23.556 301 N301 9 11.566 23.054 302 N302 10.5 11.587 23.006 303 N303 4.5 11.424 23.384 304 N304 6 11.486 23.243 305 N305 7.5 11.533 23.132 306 N306 22.5 11.262 23.762 307 N307 21 11.35 23.556 308 N308 15 11.566 23.054 309 N309 13.5 11.587 23.006 310 N310 12 11.593 22.992 311 N311 19.5 11.424 23.384 312 N312 18 11.486 23.243 313 N313 16.5 11.533 23.132 314 N314 24 11.16 24 315 N315 23.762 11.262 22.5 Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures EM 24x24x11 PYRAMID Checked By : __________ RISA-3D Version 20 [ 24x24x11 PYRAMID IBC 2021.r3d ]Page 17 Node Coordinates (Continued) Label X [ft]Y [ft]Z [ft]Detach From Diaphragm 316 N316 23.556 11.35 21 317 N317 23.054 11.566 15 318 N318 23.006 11.587 13.5 319 N319 23.384 11.424 19.5 320 N320 23.243 11.486 18 321 N321 23.132 11.533 16.5 322 N322 24 11.16 0 323 N323 23.762 11.262 1.5 324 N324 23.556 11.35 3 325 N325 23.054 11.566 9 326 N326 23.006 11.587 10.5 327 N327 22.992 11.593 12 328 N328 23.384 11.424 4.5 329 N329 23.243 11.486 6 330 N330 23.132 11.533 7.5 Member Primary Data Label I Node J Node Section/Shape Type Design List Material Design Rule 1 M1 N1 N2 COLUMNS Column Pipe 45KSI Typical 2 M2 N9 N2 RAFTER Column Pipe 45KSI Typical 3 M3 N9 N98 EXTENSION/RIDGE Beam Pipe 45KSI Typical 4 M4 N89 N98 EXTENSION/RIDGE Beam Pipe 45KSI Typical 5 M5 N3 N4 COLUMNS Column Pipe 45KSI Typical 6 M6 N89 N4 RAFTER Column Pipe 45KSI Typical 7 M7 N5 N6 COLUMNS Column Pipe 45KSI Typical 8 M8 N81 N6 RAFTER Column Pipe 45KSI Typical 9 M9 N81 N98 EXTENSION/RIDGE Beam Pipe 45KSI Typical 10 M10 N97 N98 EXTENSION/RIDGE Beam Pipe 45KSI Typical 11 M11 N7 N8 COLUMNS Column Pipe 45KSI Typical 12 M12 N97 N8 RAFTER Column Pipe 45KSI Typical 13 M13 N9 N322 RIGID None None LINK DR1 14 M14 N98 N281 C-ONLY None None C-ONLY TRUSS-RULES 15 M15 N322 N17 CABLES None None WIREROPE Typical 16 M16 N17 N18 CABLES None None WIREROPE Typical 17 M17 N18 N19 CABLES None None WIREROPE Typical 18 M18 N21 N22 CABLES None None WIREROPE Typical 19 M19 N22 N23 CABLES None None WIREROPE Typical 20 M20 N23 N24 CABLES None None WIREROPE Typical 21 M21 N10 N279 C-ONLY None None C-ONLY TRUSS-RULES 22 M22 N11 N276 C-ONLY None None C-ONLY TRUSS-RULES 23 M23 N12 N271 C-ONLY None None C-ONLY TRUSS-RULES 24 M24 N13 N264 C-ONLY None None C-ONLY TRUSS-RULES 25 M25 N14 N255 C-ONLY None None C-ONLY TRUSS-RULES 26 M26 N15 N244 C-ONLY None None C-ONLY TRUSS-RULES 27 M27 N16 N231 C-ONLY None None C-ONLY TRUSS-RULES 28 M28 N19 N20 CABLES None None WIREROPE Typical 29 M29 N20 N21 CABLES None None WIREROPE Typical 30 M30 N282 N31 CABLES None None WIREROPE Typical 31 M31 N31 N30 CABLES None None WIREROPE Typical 32 M32 N30 N29 CABLES None None WIREROPE Typical 33 M33 N27 N26 CABLES None None WIREROPE Typical 34 M34 N26 N25 CABLES None None WIREROPE Typical 35 M35 N25 N24 CABLES None None WIREROPE Typical 36 M36 N29 N28 CABLES None None WIREROPE Typical 37 M37 N28 N27 CABLES None None WIREROPE Typical Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures EM 24x24x11 PYRAMID Checked By : __________ RISA-3D Version 20 [ 24x24x11 PYRAMID IBC 2021.r3d ]Page 18 Member Primary Data (Continued) Label I Node J Node Section/Shape Type Design List Material Design Rule 38 M38 N81 N282 RIGID None None LINK DR1 39 M39 N82 N160 C-ONLY None None C-ONLY TRUSS-RULES 40 M40 N83 N156 C-ONLY None None C-ONLY TRUSS-RULES 41 M41 N84 N150 C-ONLY None None C-ONLY TRUSS-RULES 42 M42 N85 N142 C-ONLY None None C-ONLY TRUSS-RULES 43 M43 N86 N132 C-ONLY None None C-ONLY TRUSS-RULES 44 M44 N87 N120 C-ONLY None None C-ONLY TRUSS-RULES 45 M45 N88 N106 C-ONLY None None C-ONLY TRUSS-RULES 46 M46 N89 N298 RIGID None None LINK DR1 47 M47 N90 N216 C-ONLY None None C-ONLY TRUSS-RULES 48 M48 N91 N212 C-ONLY None None C-ONLY TRUSS-RULES 49 M49 N92 N206 C-ONLY None None C-ONLY TRUSS-RULES 50 M50 N93 N198 C-ONLY None None C-ONLY TRUSS-RULES 51 M51 N94 N188 C-ONLY None None C-ONLY TRUSS-RULES 52 M52 N95 N176 C-ONLY None None C-ONLY TRUSS-RULES 53 M53 N96 N162 C-ONLY None None C-ONLY TRUSS-RULES 54 M54 N97 N314 RIGID None None LINK DR1 55 M55 N99 N278 C-ONLY None None C-ONLY TRUSS-RULES 56 M56 N100 N273 C-ONLY None None C-ONLY TRUSS-RULES 57 M57 N101 N266 C-ONLY None None C-ONLY TRUSS-RULES 58 M58 N102 N257 C-ONLY None None C-ONLY TRUSS-RULES 59 M59 N103 N246 C-ONLY None None C-ONLY TRUSS-RULES 60 M60 N104 N233 C-ONLY None None C-ONLY TRUSS-RULES 61 M61 N105 N218 C-ONLY None None C-ONLY TRUSS-RULES 62 M62 N282 N283 CABLES None None WIREROPE Typical 63 M63 N283 N284 CABLES None None WIREROPE Typical 64 M64 N284 N287 CABLES None None WIREROPE Typical 65 M65 N289 N285 CABLES None None WIREROPE Typical 66 M66 N285 N286 CABLES None None WIREROPE Typical 67 M67 N286 N294 CABLES None None WIREROPE Typical 68 M68 N287 N288 CABLES None None WIREROPE Typical 69 M69 N288 N289 CABLES None None WIREROPE Typical 70 M70 N298 N290 CABLES None None WIREROPE Typical 71 M71 N290 N291 CABLES None None WIREROPE Typical 72 M72 N291 N295 CABLES None None WIREROPE Typical 73 M73 N297 N292 CABLES None None WIREROPE Typical 74 M74 N292 N293 CABLES None None WIREROPE Typical 75 M75 N293 N294 CABLES None None WIREROPE Typical 76 M76 N295 N296 CABLES None None WIREROPE Typical 77 M77 N296 N297 CABLES None None WIREROPE Typical 78 M78 N298 N299 CABLES None None WIREROPE Typical 79 M79 N299 N300 CABLES None None WIREROPE Typical 80 M80 N300 N303 CABLES None None WIREROPE Typical 81 M81 N305 N301 CABLES None None WIREROPE Typical 82 M82 N301 N302 CABLES None None WIREROPE Typical 83 M83 N302 N310 CABLES None None WIREROPE Typical 84 M84 N303 N304 CABLES None None WIREROPE Typical 85 M85 N304 N305 CABLES None None WIREROPE Typical 86 M86 N314 N306 CABLES None None WIREROPE Typical 87 M87 N306 N307 CABLES None None WIREROPE Typical 88 M88 N307 N311 CABLES None None WIREROPE Typical 89 M89 N313 N308 CABLES None None WIREROPE Typical 90 M90 N308 N309 CABLES None None WIREROPE Typical 91 M91 N309 N310 CABLES None None WIREROPE Typical 92 M92 N311 N312 CABLES None None WIREROPE Typical Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures EM 24x24x11 PYRAMID Checked By : __________ RISA-3D Version 20 [ 24x24x11 PYRAMID IBC 2021.r3d ]Page 19 Member Primary Data (Continued) Label I Node J Node Section/Shape Type Design List Material Design Rule 93 M93 N312 N313 CABLES None None WIREROPE Typical 94 M94 N314 N315 CABLES None None WIREROPE Typical 95 M95 N315 N316 CABLES None None WIREROPE Typical 96 M96 N316 N319 CABLES None None WIREROPE Typical 97 M97 N321 N317 CABLES None None WIREROPE Typical 98 M98 N317 N318 CABLES None None WIREROPE Typical 99 M99 N318 N327 CABLES None None WIREROPE Typical 100 M100 N319 N320 CABLES None None WIREROPE Typical 101 M101 N320 N321 CABLES None None WIREROPE Typical 102 M102 N322 N323 CABLES None None WIREROPE Typical 103 M103 N323 N324 CABLES None None WIREROPE Typical 104 M104 N324 N328 CABLES None None WIREROPE Typical 105 M105 N330 N325 CABLES None None WIREROPE Typical 106 M106 N325 N326 CABLES None None WIREROPE Typical 107 M107 N326 N327 CABLES None None WIREROPE Typical 108 M108 N328 N329 CABLES None None WIREROPE Typical 109 M109 N329 N330 CABLES None None WIREROPE Typical Hot Rolled Steel Section Sets Label Shape Type Design List Material Design RuleArea [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] 1 COLUMNS 4.5GA7RD.TUBING Column Pipe 45KSI Typical 2.547 5.93 5.93 11.861 2 EXTENSION/RIDGE 3.5GA8RD.TUBING Beam Pipe 45KSI Typical 1.729 2.409 2.409 4.819 3 CABLES 1/4 1 None None WIREROPE Typical 0.049 1 1 1 4 RAFTER 3.5GA8RD.TUBING Column Pipe 45KSI Typical 1.729 2.409 2.409 4.819 Node Boundary Conditions Node Label X [k/in]Y [k/in]Z [k/in] X Rot [k-ft/rad] Y Rot [k-ft/rad] Z Rot [k-ft/rad] 1 N1 Reaction Reaction Reaction Reaction Reaction Reaction 2 N3 Reaction Reaction Reaction Reaction Reaction Reaction 3 N5 Reaction Reaction Reaction Reaction Reaction Reaction 4 N7 Reaction Reaction Reaction Reaction Reaction Reaction Basic Load Cases BLC Description Category Y Gravity Distributed Surface(Plate/Wall) 1 DL DL -1 64 2 LL LL 288 3 WIND XA WL 4 144 4 WIND XB WL 4 144 5 UPLIFT WL 288 Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor 1 DL+LL Yes C 1 1 2 1 2 0.6 DL + 0.6 WL (XA)Yes C 1 0.6 3 0.6 3 0.6 DL + 0.6 WL (XB)Yes C 1 0.6 4 0.6 4 .6DL + UPLIFT Yes C 1 0.6 5 1 5 DL + 0.75 [ LL + 0.6 WL (XA) ]Yes C 1 1 2 0.75 3 0.45 6 DL + 0.75 [ LL + 0.6 WL (XB) ]Yes C 1 1 2 0.75 4 0.45 Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures EM 24x24x11 PYRAMID Checked By : __________ RISA-3D Version 20 [ 24x24x11 PYRAMID IBC 2021.r3d ]Page 20 Envelope Node Reactions Node Label X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N1 max 0.083 4 0.842 1 0.119 5 0.504 5 0.113 2 2.472 2 2 min -0.324 2 -1.157 4 -0.083 4 -0.558 4 -0.169 3 -0.557 4 3 N3 max 0.09 1 1.162 5 0.083 4 0.558 4 0.147 2 1.963 2 4 min -0.208 2 -1.158 4 -0.11 5 -0.56 5 -0.104 3 -0.419 1 5 N5 max 0.091 1 1.162 5 0.109 5 0.559 5 0.1 3 1.967 2 6 min -0.209 2 -1.157 4 -0.083 4 -0.557 4 -0.149 2 -0.419 1 7 N7 max 0.083 4 0.842 1 0.083 4 0.557 4 0.17 3 2.472 2 8 min -0.324 2 -1.158 4 -0.119 5 -0.502 5 -0.108 2 -0.558 4 9 Totals:max 0 4 3.963 5 0 2 10 min -1.064 2 -4.63 4 0 3 Hot Rolled Steel Design Parameters Label Shape Length [ft] Lcomp top [ft] Channel Conn. a [ft]Function 1 M1 COLUMNS 10.333 Lbyy N/A N/A Lateral 2 M2 RAFTER 0.667 Lbyy N/A N/A Lateral 3 M3 EXTENSION/RIDGE 17.737 Lbyy N/A N/A Lateral 4 M4 EXTENSION/RIDGE 17.737 Lbyy N/A N/A Lateral 5 M5 COLUMNS 10.333 Lbyy N/A N/A Lateral 6 M6 RAFTER 0.667 Lbyy N/A N/A Lateral 7 M7 COLUMNS 10.333 Lbyy N/A N/A Lateral 8 M8 RAFTER 0.667 Lbyy N/A N/A Lateral 9 M9 EXTENSION/RIDGE 17.737 Lbyy N/A N/A Lateral 10 M10 EXTENSION/RIDGE 17.737 Lbyy N/A N/A Lateral 11 M11 COLUMNS 10.333 Lbyy N/A N/A Lateral 12 M12 RAFTER 0.667 Lbyy N/A N/A Lateral 13 M15 CABLES 1.522 Lbyy N/A N/A Lateral 14 M16 CABLES 1.517 Lbyy N/A N/A Lateral 15 M17 CABLES 1.512 Lbyy N/A N/A Lateral 16 M18 CABLES 1.502 Lbyy N/A N/A Lateral 17 M19 CABLES 1.501 Lbyy N/A N/A Lateral 18 M20 CABLES 1.5 Lbyy N/A N/A Lateral 19 M28 CABLES 1.508 Lbyy N/A N/A Lateral 20 M29 CABLES 1.505 Lbyy N/A N/A Lateral 21 M30 CABLES 1.522 Lbyy N/A N/A Lateral 22 M31 CABLES 1.517 Lbyy N/A N/A Lateral 23 M32 CABLES 1.512 Lbyy N/A N/A Lateral 24 M33 CABLES 1.502 Lbyy N/A N/A Lateral 25 M34 CABLES 1.501 Lbyy N/A N/A Lateral 26 M35 CABLES 1.5 Lbyy N/A N/A Lateral 27 M36 CABLES 1.508 Lbyy N/A N/A Lateral 28 M37 CABLES 1.505 Lbyy N/A N/A Lateral 29 M62 CABLES 1.522 Lbyy N/A N/A Lateral 30 M63 CABLES 1.517 Lbyy N/A N/A Lateral 31 M64 CABLES 1.512 Lbyy N/A N/A Lateral 32 M65 CABLES 1.502 Lbyy N/A N/A Lateral 33 M66 CABLES 1.501 Lbyy N/A N/A Lateral 34 M67 CABLES 1.5 Lbyy N/A N/A Lateral 35 M68 CABLES 1.508 Lbyy N/A N/A Lateral 36 M69 CABLES 1.505 Lbyy N/A N/A Lateral 37 M70 CABLES 1.522 Lbyy N/A N/A Lateral 38 M71 CABLES 1.517 Lbyy N/A N/A Lateral 39 M72 CABLES 1.512 Lbyy N/A N/A Lateral 40 M73 CABLES 1.502 Lbyy N/A N/A Lateral 41 M74 CABLES 1.501 Lbyy N/A N/A Lateral Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures EM 24x24x11 PYRAMID Checked By : __________ RISA-3D Version 20 [ 24x24x11 PYRAMID IBC 2021.r3d ]Page 21 Hot Rolled Steel Design Parameters (Continued) Label Shape Length [ft] Lcomp top [ft] Channel Conn. a [ft]Function 42 M75 CABLES 1.5 Lbyy N/A N/A Lateral 43 M76 CABLES 1.508 Lbyy N/A N/A Lateral 44 M77 CABLES 1.505 Lbyy N/A N/A Lateral 45 M78 CABLES 1.522 Lbyy N/A N/A Lateral 46 M79 CABLES 1.517 Lbyy N/A N/A Lateral 47 M80 CABLES 1.512 Lbyy N/A N/A Lateral 48 M81 CABLES 1.502 Lbyy N/A N/A Lateral 49 M82 CABLES 1.501 Lbyy N/A N/A Lateral 50 M83 CABLES 1.5 Lbyy N/A N/A Lateral 51 M84 CABLES 1.508 Lbyy N/A N/A Lateral 52 M85 CABLES 1.505 Lbyy N/A N/A Lateral 53 M86 CABLES 1.522 Lbyy N/A N/A Lateral 54 M87 CABLES 1.517 Lbyy N/A N/A Lateral 55 M88 CABLES 1.512 Lbyy N/A N/A Lateral 56 M89 CABLES 1.502 Lbyy N/A N/A Lateral 57 M90 CABLES 1.501 Lbyy N/A N/A Lateral 58 M91 CABLES 1.5 Lbyy N/A N/A Lateral 59 M92 CABLES 1.508 Lbyy N/A N/A Lateral 60 M93 CABLES 1.505 Lbyy N/A N/A Lateral 61 M94 CABLES 1.522 Lbyy N/A N/A Lateral 62 M95 CABLES 1.517 Lbyy N/A N/A Lateral 63 M96 CABLES 1.512 Lbyy N/A N/A Lateral 64 M97 CABLES 1.502 Lbyy N/A N/A Lateral 65 M98 CABLES 1.501 Lbyy N/A N/A Lateral 66 M99 CABLES 1.5 Lbyy N/A N/A Lateral 67 M100 CABLES 1.508 Lbyy N/A N/A Lateral 68 M101 CABLES 1.505 Lbyy N/A N/A Lateral 69 M102 CABLES 1.522 Lbyy N/A N/A Lateral 70 M103 CABLES 1.517 Lbyy N/A N/A Lateral 71 M104 CABLES 1.512 Lbyy N/A N/A Lateral 72 M105 CABLES 1.502 Lbyy N/A N/A Lateral 73 M106 CABLES 1.501 Lbyy N/A N/A Lateral 74 M107 CABLES 1.5 Lbyy N/A N/A Lateral 75 M108 CABLES 1.508 Lbyy N/A N/A Lateral 76 M109 CABLES 1.505 Lbyy N/A N/A Lateral Envelope AISC 15TH (360-16): ASD Member Steel Code Checks Member Shape Code CheckLoc[ft]LCShear CheckLoc[ft]LCPnc/om [k]Pnt/om [k]Mnyy/om [k-ft]Mnzz/om [k-ft]Cb Eqn 1 M1 4.5GA7RD.TUBING 0.32 0 2 0.032 0 3 44.441 68.625 7.854 7.854 1 H1-1b 2 M2 3.5GA8RD.TUBING 0.322 0 5 0.053 0.667 3 46.442 46.583 4.124 4.124 1 H1-1b 3 M3 3.5GA8RD.TUBING 0.35 0 5 0.061 0 2 7.994 46.583 4.124 4.124 1 H1-1b 4 M4 3.5GA8RD.TUBING 0.229 0 5 0.059 0 2 7.994 46.583 4.124 4.124 1 H1-1b 5 M5 4.5GA7RD.TUBING 0.262 0 2 0.032 0 2 44.441 68.625 7.854 7.854 1 H1-1b 6 M6 3.5GA8RD.TUBING 0.208 0 1 0.052 0.667 2 46.442 46.583 4.124 4.124 1 H1-1b 7 M7 4.5GA7RD.TUBING 0.262 0 2 0.032 0 2 44.441 68.625 7.854 7.854 1 H1-1b 8 M8 3.5GA8RD.TUBING 0.208 0 1 0.052 0.667 2 46.442 46.583 4.124 4.124 1 H1-1b 9 M9 3.5GA8RD.TUBING 0.228 0 5 0.059 0 2 7.994 46.583 4.124 4.124 1 H1-1b 10 M10 3.5GA8RD.TUBING 0.349 0 5 0.061 0 2 7.994 46.583 4.124 4.124 1 H1-1b 11 M11 4.5GA7RD.TUBING 0.32 0 2 0.032 0 3 44.441 68.625 7.854 7.854 1 H1-1b 12 M12 3.5GA8RD.TUBING 0.322 0 5 0.054 0.667 3 46.442 46.583 4.124 4.124 1 H1-1b 13 M15 1/4 1 0.155 1.522 1 9.99+1.522 3 2.511 2.523 0.013 0.013 1 H1-1b* 14 M16 1/4_1 0.248 1.517 1 9.99+1.517 6 2.511 2.523 0.013 0.013 1 H1-1a* 15 M17 1/4_1 0.206 1.512 1 9.99+1.512 4 2.511 2.523 0.013 0.013 1 H1-1a* 16 M18 1/4 1 0.151 1.502 1 9.99+1.502 4 2.511 2.523 0.013 0.013 1 H1-1b* 17 M19 1/4_1 0.154 1.501 1 9.99+1.501 4 2.511 2.523 0.013 0.013 1 H1-1b* Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures EM 24x24x11 PYRAMID Checked By : __________ RISA-3D Version 20 [ 24x24x11 PYRAMID IBC 2021.r3d ]Page 22 Envelope AISC 15TH (360-16): ASD Member Steel Code Checks (Continued) Member Shape Code CheckLoc[ft]LCShear CheckLoc[ft]LCPnc/om [k]Pnt/om [k]Mnyy/om [k-ft]Mnzz/om [k-ft]Cb Eqn 18 M20 1/4_1 0.15 1.5 5 5.542 1.5 3 2.511 2.523 0.013 0.013 1 H1-1b* 19 M28 1/4_1 0.174 1.508 1 9.99+1.508 4 2.511 2.523 0.013 0.013 1 H1-1b* 20 M29 1/4_1 0.171 1.505 1 9.99+1.505 4 2.511 2.523 0.013 0.013 1 H1-1b* 21 M30 1/4 1 0.191 1.522 5 9.99+1.522 2 2.511 2.523 0.013 0.013 1 H1-1b* 22 M31 1/4_1 0.364 1.517 5 9.99+1.517 2 2.511 2.523 0.013 0.013 1 H1-1a* 23 M32 1/4_1 0.277 1.512 5 9.99+1.512 4 2.511 2.523 0.013 0.013 1 H1-1a* 24 M33 1/4 1 0.176 1.502 5 9.99+1.502 4 2.511 2.523 0.013 0.013 1 H1-1b* 25 M34 1/4_1 0.164 1.501 5 9.99+1.501 4 2.511 2.523 0.013 0.013 1 H1-1b* 26 M35 1/4_1 0.155 1.5 5 7.25 1.5 2 2.511 2.523 0.013 0.013 1 H1-1b* 27 M36 1/4 1 0.229 1.508 5 9.99+1.508 4 2.511 2.523 0.013 0.013 1 H1-1a* 28 M37 1/4_1 0.195 1.505 5 9.99+1.505 4 2.511 2.523 0.013 0.013 1 H1-1b* 29 M62 1/4_1 0.199 1.522 5 9.99+1.522 4 2.511 2.523 0.013 0.013 1 H1-1b* 30 M63 1/4_1 0.38 1.517 5 9.99+1.517 2 2.511 2.523 0.013 0.013 1 H1-1a* 31 M64 1/4_1 0.282 1.512 5 9.99+1.512 2 2.511 2.523 0.013 0.013 1 H1-1a* 32 M65 1/4_1 0.158 1.502 5 9.99+1.502 2 2.511 2.523 0.013 0.013 1 H1-1b* 33 M66 1/4_1 0.18 1.501 5 9.99+1.501 2 2.511 2.523 0.013 0.013 1 H1-1b* 34 M67 1/4_1 0.148 1.5 5 8.581 1.5 2 2.511 2.523 0.013 0.013 1 H1-1b* 35 M68 1/4_1 0.199 1.508 5 9.99+1.508 2 2.511 2.523 0.013 0.013 1 H1-1b* 36 M69 1/4_1 0.218 1.505 5 9.99+1.505 2 2.511 2.523 0.013 0.013 1 H1-1a* 37 M70 1/4_1 0.199 1.522 5 9.99+1.522 4 2.511 2.523 0.013 0.013 1 H1-1b* 38 M71 1/4_1 0.382 1.517 5 9.99+1.517 2 2.511 2.523 0.013 0.013 1 H1-1a* 39 M72 1/4_1 0.277 1.512 5 9.99+1.512 2 2.511 2.523 0.013 0.013 1 H1-1a* 40 M73 1/4_1 0.17 1.502 5 9.99+1.502 2 2.511 2.523 0.013 0.013 1 H1-1b* 41 M74 1/4 1 0.169 1.501 5 9.99+1.501 2 2.511 2.523 0.013 0.013 1 H1-1b* 42 M75 1/4_1 0.166 1.5 5 9.99+1.5 2 2.511 2.523 0.013 0.013 1 H1-1b* 43 M76 1/4_1 0.207 1.508 5 9.99+1.508 2 2.511 2.523 0.013 0.013 1 H1-1a* 44 M77 1/4 1 0.208 1.505 5 9.99+1.505 2 2.511 2.523 0.013 0.013 1 H1-1a* 45 M78 1/4_1 0.192 1.522 5 9.99+1.522 2 2.511 2.523 0.013 0.013 1 H1-1b* 46 M79 1/4_1 0.368 1.517 5 9.99+1.517 2 2.511 2.523 0.013 0.013 1 H1-1a* 47 M80 1/4 1 0.279 1.512 5 9.99+1.512 4 2.511 2.523 0.013 0.013 1 H1-1a* 48 M81 1/4_1 0.173 1.502 5 9.99+1.502 4 2.511 2.523 0.013 0.013 1 H1-1b* 49 M82 1/4_1 0.169 1.501 5 9.99+1.501 4 2.511 2.523 0.013 0.013 1 H1-1b* 50 M83 1/4_1 0.15 1.5 5 6.525 1.5 2 2.511 2.523 0.013 0.013 1 H1-1b* 51 M84 1/4_1 0.226 1.508 5 9.99+1.508 4 2.511 2.523 0.013 0.013 1 H1-1a* 52 M85 1/4_1 0.197 1.505 5 9.99+1.505 4 2.511 2.523 0.013 0.013 1 H1-1b* 53 M86 1/4_1 0.155 1.522 1 9.99+1.522 3 2.511 2.523 0.013 0.013 1 H1-1b* 54 M87 1/4_1 0.248 1.517 1 9.99+1.517 6 2.511 2.523 0.013 0.013 1 H1-1a* 55 M88 1/4_1 0.204 1.512 1 9.99+1.512 4 2.511 2.523 0.013 0.013 1 H1-1a* 56 M89 1/4_1 0.154 1.502 1 9.99+1.502 4 2.511 2.523 0.013 0.013 1 H1-1b* 57 M90 1/4_1 0.15 1.501 1 9.99+1.501 4 2.511 2.523 0.013 0.013 1 H1-1b* 58 M91 1/4_1 0.157 1.5 5 5.897 1.5 3 2.511 2.523 0.013 0.013 1 H1-1b* 59 M92 1/4_1 0.175 1.508 1 9.99+1.508 4 2.511 2.523 0.013 0.013 1 H1-1b* 60 M93 1/4_1 0.169 1.505 1 9.99+1.505 4 2.511 2.523 0.013 0.013 1 H1-1b* 61 M94 1/4 1 0.155 1.522 1 9.99+1.522 4 2.511 2.523 0.013 0.013 1 H1-1b* 62 M95 1/4_1 0.248 1.517 1 9.99+1.517 3 2.511 2.523 0.013 0.013 1 H1-1a* 63 M96 1/4_1 0.207 1.512 1 9.99+1.512 3 2.511 2.523 0.013 0.013 1 H1-1a* 64 M97 1/4 1 0.149 1.502 1 9.99+1.502 3 2.511 2.523 0.013 0.013 1 H1-1b* 65 M98 1/4_1 0.158 1.501 1 9.99+1.501 3 2.511 2.523 0.013 0.013 1 H1-1b* 66 M99 1/4_1 0.142 1.5 1 6.124 1.5 3 2.511 2.523 0.013 0.013 1 H1-1b* 67 M100 1/4 1 0.17 1.508 1 9.99+1.508 3 2.511 2.523 0.013 0.013 1 H1-1b* 68 M101 1/4_1 0.172 1.505 1 9.99+1.505 3 2.511 2.523 0.013 0.013 1 H1-1b* 69 M102 1/4_1 0.155 1.522 1 9.99+1.522 4 2.511 2.523 0.013 0.013 1 H1-1b* 70 M103 1/4_1 0.248 1.517 1 9.99+1.517 3 2.511 2.523 0.013 0.013 1 H1-1a* 71 M104 1/4_1 0.204 1.512 1 9.99+1.512 3 2.511 2.523 0.013 0.013 1 H1-1a* 72 M105 1/4_1 0.154 1.502 1 9.99+1.502 3 2.511 2.523 0.013 0.013 1 H1-1b* Company Designer Job Number Model Name : : : : USA Shade and Fabric Structures EM 24x24x11 PYRAMID Checked By : __________ RISA-3D Version 20 [ 24x24x11 PYRAMID IBC 2021.r3d ]Page 23 Envelope AISC 15TH (360-16): ASD Member Steel Code Checks (Continued) Member Shape Code CheckLoc[ft]LCShear CheckLoc[ft]LCPnc/om [k]Pnt/om [k]Mnyy/om [k-ft]Mnzz/om [k-ft]Cb Eqn 73 M106 1/4_1 0.15 1.501 1 9.99+1.501 3 2.511 2.523 0.013 0.013 1 H1-1b* 74 M107 1/4_1 0.152 1.5 1 7.921 1.5 3 2.511 2.523 0.013 0.013 1 H1-1b* 75 M108 1/4_1 0.175 1.508 1 9.99+1.508 3 2.511 2.523 0.013 0.013 1 H1-1b* 76 M109 1/4 1 0.169 1.505 1 9.99+1.505 3 2.511 2.523 0.013 0.013 1 H1-1b* Material Take-Off Material Size Pieces Length[ft]Weight[K] 1 General Members 2 LINK ARB_RIGID_1 4 0.6 0 3 C-ONLY ARB_C-ONLY_1 29 4.6 0 4 Total General 33 5.3 0 5 6 Hot Rolled Steel 7 45KSI 3.5GA8RD.TUBING 8 73.6 0.433 8 45KSI 4.5GA7RD.TUBING 4 41.3 0.358 9 WIREROPE 1/4_1 64 96.5 0 10 Total HR Steel 76 211.5 0.791 11 12 Plate Elements Thickness (in)Volume (yds^3) 13 FABRIC 0.2 288 0.3 0.019 14 Total Plates 288 0.3 0.019 RISA-3D Version 20[ 24x24x11 PYRAMID IBC 2021.r3d ]Page 24 — 1\ \ eA � ' \ �t ( � , 1 � — \; � Company : USA Shade and Fabric Structures Designer : EM Job Number :Checked By:_____ Model Name : 24x24x11 PYRAMID Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 1 DL DL -1 64 2 LL LL 288 3 WIND XA WL+X 4 144 4 WIND XB WL-X 4 144 5 UPLIFT WL+Y 288 Load Combinations Description S... P... S...BLC Fa... BLC Fa... BLC Fac...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 1 DL+LL Yes C DL 1 LL 1 2 0.6DL + 0.6W(XA)Yes C DL .6 WL+X .6 3 0.6DL + 0.6W(XB)Yes C DL .6 WL-X .6 4 0.6DL + UPLIFT Yes C DL .6 WL+Y 1 5 DL + 0.75[LL + 0.6W(XA)]Yes C DL 1 LL .75 WL+X .45 6 DL + 0.75[LL + 0.6W(XB)]Yes C DL 1 LL .75 WL-X .45 7 ACI 9.2 1.2D+1.6L Yes C DL 1.2 LL 1.6 8 ACI 9.3 XA Yes C DL 1.2 LL 1.6 WL+X .5 9 ACI 9.3 XB Yes C DL 1.2 LL 1.6 WL-X .5 10 ACI 9.4 XA Yes C DL 1.2 LL .5 WL+X .8 11 ACI 9.4 XB Yes C DL 1.2 LL .5 WL-X .8 12 ACI 9.6 XA Yes C DL .9 WL+X 1 13 ACI 9.6 XB Yes C DL .9 WL-X 1 Footing Soil Properties Label Bearing Allowable[ksf]Gross/Net Overburden[ksf] Passive[k] Friction Coeffi... 1 Footing 1 1.5 Net 0 0 .3 Footing Geometry Joint Footing Length[ft] Width[ft] Thickness[in] ex[in] ez[in] Pedestal Ht[i...Ped Xdim[in] Ped Zdim[in] 1 N1 Footing 1 4.5 4.5 36 0 0 0 .001 .001 2 N3 Footing 1 4.5 4.5 36 0 0 0 .001 .001 3 N5 Footing 1 4.5 4.5 36 0 0 0 .001 .001 4 N7 Footing 1 4.5 4.5 36 0 0 0 .001 .001 Footing Steel Joint Footing Bot x Steel[in^2] Bot z Steel[in^2] Top x Steel[in...Top z Steel[in... Ped Long Ped Shear 1 N1 Footing 1 1.841 1.841 1.841 1.841 2 N3 Footing 1 1.841 1.841 1.841 1.841 3 N5 Footing 1 1.841 1.841 1.841 1.841 4 N7 Footing 1 1.841 1.841 1.841 1.841 RISA-3D Version 14.0.0 Page 1 [D:\JOBS\85242\24x24x11 PYRAMID IBC 2021 -FOOTING.r3d] Company : USA Shade and Fabric Structures March 6, 2023 Designer : EM Job Number : Footing 1 - IN Checked By: Sketch x 2.25 ft Q B S' n N N x 2 c e m Dim C D C 4.5 ft Details Q tx B #5@9 in c� m r N z e c u m #5@9 in D C 4.5 ft M D C x Dir. Steel: 1.84 in' (min)(6#5) Footing Elevation z Dir. Steel: 1.84 in' (min)(6#5) Bottom Rebar Plan RISAFoot Version 4.01 [GA...\...\...\...\24x24x11 PYRAMID IBC 2021 -FOOTING.r3d] Page 1 &RPSDQ\ 86$ 6KDGH DQG )DEULF 6WUXFWXUHV 0DUFK 'HVLJQHU (0 )RRWLQJ 1-RE 1XPEHU &KHFNHG %\BBBBB $% &' ηϱΛϵ ŝŶ ϰ͘ϱ Ĩƚ ϰ͘ϱ Ĩƚ ηϱΛϵ ŝŶ [ 'LU 6WHHO LQ PLQ ] 'LU 6WHHO LQ PLQ Top Rebar Plan Geometry, Materials and Criteria /HQJWK H; 1HW $OORZDEOH %HDULQJ 6WHHO I\ :LGWK H= &RQFUHWH :HLJKW 0LQLPXP 6WHHO 7KLFNQHVV S; &RQFUHWH I F 0D[LPXP 6WHHO +HLJKW S= 'HVLJQ &RGH 5RW $QJOH )RRWLQJ 7RS %DU &RYHU 2YHUWXUQLQJ 6OLGLQJ 6) 3KL IRU )OH[XUH )RRWLQJ %RWWRP %DU &RYHU &RHIILFLHQW RI )ULFWLRQ 3KL IRU 6KHDU 3HGHVWDO /RQJLWXGLQDO %DU &RYHU 3DVVLYH 5HVLVWDQFH RI 6RLO 3KL IRU %HDULQJ IW LQ NVI QHW NVL IW LQ NIWA LQ LQ NVL LQ LQ $&, 2ULHQW WR &ROXPQ LQ LQ LQ N 5,6$)RRW 9HUVLRQ >*?????[[ 3<5$0,' ,%& )227,1*UG@ 3DJH Company : USA Shade and Fabric Structures March 6, 2023 Designer : EM Job Number : Footing 1 - IN Checked By: Loads P (k) Vx(k) Vz(k) Mx(k-ft) Mz(k-ft) Overburden (ksf) DL 202 0 LL .639 .084 -.084 .392 .392 WL+X .302 1 .107 -.528 1 4.003 .395 WL+Y -1.279 -.167 .167 -.783 -.784 WL-X -.838 -.08 -.234 2.013 -.435 +P .,.�+Vx +.�+Vz :n7 ++ - +�±±±+ A D D C D C A D $off Bearing Description Categories and Factors Gross Allow.(ksf) Max Bearing (ksf) Max/Allowable Ratio DL+LL 1DL+ILL 1.935 .564 B .292 0.6131.+0.6W .. .6DL+.6WL+X 1.935 .531 B .274 0.6DL+O.6W .. .6DL+.6WL-X 1.935 .374 C .193 0.6DL+ UPLIF.. .6DL+1WL+Y 1.935 .309 D .16 DL+0.75[LL.. 1DL+.75LL+.45WL+X 1.935 .f35(B) .38 DL+0.75 LL.. 1DL+.75LL+.45WL-X 1.935 .578 B .299 D■ C D■C D� B D■C D■ C 1DL+ILL .6DL+.6WL+X .6DL+.6WL-X .6DL+1WL+Y 1DL+.75LL+.4.. CA: .477 ksf CA: .08 ksf QA: .11 ksf QA: .204 ksf QA: .326 ksf QB: .564 ksf QB: .531 ksf QB: .346 ksf QB: .098 ksf QB: .735 ksf QC: .477 ksf QC: .472 ksf QC: .374 ksf QC: .204 ksf QC: .625 ksf QD: .389 ksf QD: .021 ksf QD: .139 ksf QD: .309 ksf QD: .216 ksf NAZ:347.761 in NAM 63.536 in NAZ:85.787 in NAZ:158.651 in NAZ:97.1 in NAX:347.634 in NAX:487.961 in NAX:706.893 in NAX:158.192 in NAX:360.495 in A■ B D C 1DL+.75LL+.4.. 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