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HomeMy WebLinkAbout2855 GAZELLE CT; ; CBC2022-0057; Permit(,7cay o if Building Permit Finaled Carlsbad Commercial Permit Print Date: 12/20/2023 Permit No: CBC2022-0057 Job Address: 2855 GAZELLE CT, CARLSBAD, CA 92010-6670 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Parcel #: 2091202000 Track #: Valuation: $57,987.83 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Occupant Load: Plan Check #: Code Edition: Sprinkled: Project Title: Description: IOINIS PHARMACEUTICALS; (4) NEW SHADE SAILS IN COURTYARD Applicant: Property Owner: IONIS PHARMACEUTICULS ISIS PHARMACEUTICALS INC WAYNE SANDERS 17190 BERNARDO CENTER DR 2850 GAZELLE CT SAN DIEGO, CA 92128-7030 CARLSBAD, CA 92010 (760) 931-9200 Status: Closed - Finaled Applied: 02/17/2022 Issued: 07/12/2023 Finaled Close Out: 12/20/2023 Final Inspection: 11/01/2023 INSPECTOR: Renfro, Chris FEE AMOUNT AWNING or CANOPY $275.00 AWNING or CANOPY $275.00 AWNING or CANOPY $275.00 AWNING or CANOPY $275.00 BUILDING PLAN CHECK $178.75 BUILDING PLAN CHECK FEE (manual) $536.25 BUILDING PLAN REVIEW - MINOR PROJECTS (PLN) $98.00 STRONG MOTION - COMMERCIAL (SMIP) $16.24 Total Fees: $1,929.24 Total Payments To Date: $1,929.24 Balance Due: $0.00 Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2719 760-602-8560 f I www.carlsbadca.gov City of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Checke32'2'(X)59 Est. Value PC Deposit Date •' 1113 Job Address _j-€ 5 Suite: APN:__________________________ Tenant Name#: Lot #: Year Built: Year Built: Occupancy: Construction Type: Fire sprinklers:OYESONO BRIEF DESCRIPTION OF WORK: M -L IS LII Addition/New: New SF and Use, New SF and Use SF Deck, SF Patio Cover, SF Other (Specify)____________ Tenant Improvement: SF, Existing Use: Proposed Use: SF, Existing Use: Proposed Use: Pool/Spa: SF Additional Gas or Electrical Features? [II] Solar: KW, Modules, Mounted:ORoof OGround LII Reroof: Plumbing/Mechanical/Electrical Other: APPLICANT (PRIMARY CONTACT) PROPERTY OWNER Name: _-i s Name: Address: Address: c2,-z:IaL& City Cc'- State: CA— Zip:'22f 0 City:CL-ciY State:CI- Zip: Phone 7c o 5ç,2. /7o i 7(&'-( C4LPhone: -7CQO —-2O Emaik IOvpSg. Email: ntf. Cc_ DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name:_________________________________ Business Name:5b.-eo coLta ±p-) Address:________________________________ Address: -71 Søe City: State: Zip: City:(22iMCiC State:C''- Zip: Phone:________________________________________ Phone: Email: Email: Architect State License: _____________________________ CSLB License It: ( ' '3 Class:__________________ Carlsbad Business License # (Required):___________________ APPLICANT CERTIFICATION: Icertify that I have read the application andst ate that the above information is correct and that the information on the plans is accurate. lagree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): SIG —--i DATE:______ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Fax: 760-602-8558 Email:Buildingcarlsbadca.gov REV. 07/21 F C' THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A):LICENSED CONTRACTOR DECLARATION: I herebyaffirm under penaltyof perjury that lam licensedunderprovisionsof Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE): El have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. PolicyNo. Eli have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: Policy No. Expiration Date: fl ertificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: Lender's Address: CONTRACTOR CERTIFICATION: Icertify that! have read the application and state that the above information is correct and that the information on the plans is accurate. lagree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): SIGNATURE: DATE:_____________ Note: If the person signing above is an authorized agent for the contractor provide a letter of authorization on contractor letterhead. - OR - (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -9R IIas owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). EF arexempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, flFORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors.! understand that a copy of the applicable law, Section 7044 of the Business and Professions code, is available upon request when this application is submitted or at the following Web site: http://www.leginfo.co.gov/calaw.html. OWNER CERTIFICATION: I certify that Ihave read the application and state that the above information is correct and that the information on the plans is accurate. lagree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): b1J. SIGNyZL.-( DATE:3(31 ________ Note: If the person signing above is an authorized agent for the property owner inclOe form B-62 signed by property owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Fax: 760-602-8558 Email:Buildingcarlsbadca.gov REV. 07/21 Co CCIty of Carlsbad OWNER-BUILDER ACKNOWLEDGEMENT FORM B-61 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov OWNER-BUILDER ACKNOWLEDGMENT FORM Pursuant to State of California Health and Safety Code Section 19825-19829 To: Property Owner An application for construction permit(s) has been submitted in your name listing you as the owner-builder of the property located at: Site Address 1-5 &2U c 1e/cO / cj T" 0 The City of Carlsbad ("City") is providing you with this Owner-Builder Acknowledgment and Verification form to inform you of the responsibilities and the possible risks associated with typical construction activities issued in your name as the Owner-Builder. The City wi I not issue a construction permit until you have read and initialed your understanding of each provision in the Property Owner Acknowledgment section below and sign the form. An agent of the owner cannot execute this notice unless you, the property owner, complete the Owner's Authorized Agent form and it is accepted by the City of Carlsbad. INSTRUCTIONS: Please read and initial each statement below to acknowledge your understanding and verification of this information by signature at the bottom of the form. These are very important construction related acknowledgments designed to inform the property owner of his/her obligations related to the requested permit activities. 441 understand a frequent practice of unlicensed contractors is to have the property owner obtain an "Owner. -Builder" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner-Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed contractor and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner-Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. _____I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed contractor to assume this responsibility. Ill. _____I understand as an "Owner-Builder" I am the responsible party of record or the permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own. _____I understand contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. _____I understand if I employ or otherwise engage any persons, other than California licensed contractors, and he total vdue of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. REV. 05/22 ,Ji Owner-Builder Acknowledgement Continued VI. am considered an "employer" under state and federal law, I must register with the state aderal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. Vll/ I understand under California Contractors' State License Law, an Owner-Builder who builds single- family residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building contractor. VlII./2 I understand as an Owner-Builder if I sell the property for which this permit is issued, I may be held liable (or any financial or personal injuries sustained by any subsequent owner(s) which result from any latent construction defects in the workmanship or materials. //A I understand I may obtain more information regarding my obligations as an "employer" from the Internal evenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-800-321-CSLB (2752) or www.cslb.ca.gov for more information about censed contractors. I am aware of and consent to an Owner-Builder building permit applied for in my name, and understand that lam the party legally and financially responsible for proposed construction activity atthe following address: cr Xl. I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide y all applicable laws and requirements that govern Owner-Builders as well as employers. Xll./j7Igree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information. I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractor's State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner- Builder and wish to hire contractors, you will be responsible for verifying whether or not those contractors are properly licensed and the status of their workers' compensation coverage. Before a building permit can be issued, this form must be completed, signed by the property owner and returned to the City of Carlsbad Building Division. I declare under penalty of perjury that! have read and understand all of the information provided an this farm and that my responses, including my authority to sign this form, is true and correct lam aware that! have the option to consult with legal counsel prior to signing this form, and! have either (1) consulted with legal counsel prior to signing this form or (2) have waived this right in signing this form without the advice of legal counsel. c4'4 Property Owner Name (PRINT) YJ31 7,3 operty Owner Signature Date REV. 05/22 City Of Building Permit Inspection History Finaled Carlsbad Permit Type: BLDG-Commercial Application Date: 02/17/2022 Owner: ISIS PHARMACEUTICALS INC Work Class: Tenant Improvement Issue Date: 07/12/2023 Subdivision: PARCEL MAP NO 21705 Status: Closed - Finaled Expiration Date: 03/04/2024 Address: 2855 GAZELLE CT IVR Number: 38763 CARLSBAD, CA 92010-6670 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 09105/2023 09/05I2023 BLDG-11 222755-2023 Partial Pass Chris Renfro Reinspection Incomplete Foundation/FtglPiers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass (8) pier column footings for Yes shade structures in areas #144. Basketball court shade structures pending structural review. May be under separate permits. BLDG-I2 Steel/Bond 222756-2023 Partial Pass Chris Renfro Reinspection Incomplete L Beam -*..-,-- Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass (8) pier column footings for Yes shade structures in areas #144. Basketball court shade structures pending structural review. May be under separate permits. 11/0I/2023 11/01/2023_ BLDG-Final Inspection 03 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Structural Final Yes Wednesday, December 20, 2023 Page 1 of I r f S3081 rp * EXP. 6/30,023 Xl OF M4 4, DL ri if.t f2f - C4t: Dc,i$J _ 5 eM e 9,fl4'O.-4 éL 4S 7—fl; 4--ZSL r4o ,/(o 77 47~-r4fS Pipe-z o9Aa -th A5o JA~1?T,00,(E7Q - co /1Ir 1b- /ft2 I (P 0 A-t4- (SL4P-Lr C, eo Pt4' Arp P1 p fe. I £.U1'j 44- -Am3Ai(-45 ' l) T°7 LQL% mb,' 3 6i24J42,t c_414. c:4.1 CBC2022-0057 2855 GAZELLE CT IOINIS PHARMACEUTICALS; (4) NEW SHADE SAILS IN COURTYARD 2091202000 2/17/2022 CBC2022-0057 7/LI/Li M. 5/160 7x19 galv. wire rope cont. around perimeter with dbl cable clamps @ lap "— EXISTING (E) Steel tube (E) Steel tube BUILDING column - F.V. column - F.V. See Detail C/S1-2 See Detail C/S1-2 3-0 39• 19.5' lOT 5/16 0 7x19 galv. wire rope Sail B cant. around perime:er with dbl cable clamps @ lap 35-1? = 47-1 2. Alnet. Extrablock Fabric Sail A CASFM No.F94501 ,-9. - B typ. each sail POST A PLAN VIEW Detail A NOTES S1-2 typ. © 1 - Structure not designed for snow load accumulation, Sail/cables New Pest shall be removed prior to load accumulation 2 - Refer Si-i A for New Post Base Plate Orientation Plan 3 - —4 Indicates Cable Resultant Force orientation @ Exist. Connection Existing Existing structure Zo,'iic 4/-. T7Li - —Lt7i & - e ,ej1-0,03b (L4symWselas B L P 4eN3 / o,J Qi? /I1 - —$1 - Let -,6(4 qer'- PL 0f/(/t.c,z))t/S671 __ —v /00011.1 LA - c. '41'' A), X ', th4 1. — e ,A€ 1L , 4 e Lt i t'si vç i4 S-o ' 1;eaL --p b'' z 1. A 3 'ht$ )r( 7-l4, 7k/k! c e. *, L ki'D PA-S f D,J .*# ?'t - ea'sh1, 61oz sw 1 v-.-- t 40 L.*i' F / /.' fr)( to ,4 40 5~fr ,¼ '&s ,4, (LMfr (See page C2) -- AvM4.f /,- ~- ,1c. -ri!1 /c( New sJ4—/ ;. ms&zro,32z. 1tA). -Poj1 f>Najps)f$i4/Ae/(,(4JA/I?L.As YO . f-/ 2ry 4 fr s9) /o( Pr 1i5/.73r-x0,,75 Ve2iO'-J P€$j -r1P; A. k /€4)fiPI1?t4 - 't)(3?J' (.SV) khve.UQ - P?kM 4e$ ô, F A .sçcM —AS pL T~1, 7f2 /L/ 10 AJe4' 6t'4) 9Ai P)4 * ucr e7VrC4& FoP- PM-rE t&-vJtJJ A-p 11c.4j1z... itb 77/1 , . o/A-c I t4- e#j it - L44 °WftSJ IQ 2. ' / 4 ,k,,c *,L. t( i4zç c44.91. 46'.b r øi'bir ,LL,0k e p#, /,-E1.#4-fC 1f34S4 /So1L ot4 Aw s o,,4('Pii r 7/ti/ti 7 LZ % /4• fttAJ4 s&;/ I2Q/ Msta- PUJi p::d . : LVD . •'• • - I SO Lx *14M- Ii .1 -OL. rj t P1 Ae4 flA4i.t_ 44PP1 PftJ, '5 3 -~roeJ - • &Z4-. 7?' / 4.&y •• t5 5S6'a11 £cA 1'-',' 1te-cit-( ze tI't 17 fr) '' LDV) S. øt*T7Ch4 L : —fll fl /4 -, 54-11 . 7iL W5j2W% • gof bvA5tI, JOB NAME: JOB NO.: DATE: ENGINEER: DWG. REF.: TAB NO.: SHEET NO.: I Main Wind-Force Resisting System Wall Pressures - ASCE 7-16 For Buildings of All Heights General parameters: Building properties: Risk Category (I, II, Ill, IV): II Mean Roof Height, h: 15 ft Basic Wind Speed, V: 110 mph Parapet Height: 0 ft Mean recurrence interval: 50 year Typical length in x-direction, L1: 55 ft MRI factor: 1.00 Typical length in y-direction, L2: 55 ft Adjusted Basic Wind Speed, V: 110 mph Velocity pressure coeff. Kh: 0.85 Velocity pressure q: 22.4 psf Exposure Category (B, C, D): C U.: 9.50 Recommended Gust Effect Factors: z9: 900 Damping ratio, : 0.015 Topographic factor, K: 1.00 Building period, T (x-dir.): 1.00 sec Wind directionality factor, Kd: 0.85 Building period, I (y-dir.): 1.00 sec Gust Effect Factor, G (x-dir. wind): 0.95 Gust Effect Factor, G (x-dir.): 0.85 Gust Effect Factor, G (y-dir. wind): 0.95 Gust Effect Factor, G (y-dir.): 0.85 Internal pressure coefficient, +GC 1: 0.00 Internal pressure coefficient, -GC: 0.00 f ' Windward pressure coefficient, C: 0.80 L2 Side pressure coefficient, C: -0.70 L1 Parapet: Simplified Parapet Calculations: Total Force of Both Parapets (x-dir.) 0.0 k Total Force of Both Par. (x-dir.) 0.0 k Total Force of Both Parapets (y-dir.) 0.0 k Total Force of Both Par. (y-dir.) 0.0 k Force Applied at Height (x-dir.): 15.0 ft Force Applied at Height (x-dir.): 15.0 ft Force Applied at Height (y-dir.): 15.0 ft Force Applied at Height (y-dir.): 15.0 ft Base moments and shears: Distance from ground level (z=0) to foundation: 3 ft Base shear due to x-direction wind (excluding ground level): 31 k Base momert due to x-direction wind at ground level (z=0): -1,358 k-ft Base momert due to x-direction wind at foundation: -1,266 k-ft Base shear due to y-direction wind (excluding ground level): 31 k Base moment due to y-direction wind at ground level (z=0): -1,358 k-ft Base moment due to y-direction wind at foundation: -1,266 k-ft Notes: Positive and negative pressures signify pressures acting toward and away from the surfaces, respectively. Refer to Figure 27.4-1, ASCE 7-10 for wind pressure diagrams. JOB NAME: JOB NO.: DATE: ENGINEER: DWG. REF.: TAB NO.: SHEET NO.: I Main Wind-Force Resisting System Wall Pressures -ASCE 7-16 I For Buildings of All Heights Buildings properties and Results: X-direction wind Y-direction wind z (user) L1 user) L2 (user) Kz qz L1 L2 p F p F (ft) (ft) (ft) (psf) (ft) (ft) (psf) (k) (psf) (k) 15 0.85 22.4 55 55 27.6 -125 27.6 -125 180 1.43 37.7 55 55 39.3 -157 39.3 -157 160 1.40 36.8 55 55 38.6 42 38.6 42 140 1.36 35.8 55 55 37.8 42 37.8 42 120 1 32 34.6 55 55 36.9 41 36.9 41 100 127 33.3 55 55 35.9 40 35.9 40 80 121 31.8 55 55 34.8 38 34.8 38 60 114 29.9 55 55 33.4 37 33.4 37 40 1.04 27.5 55 55 31.5 35 31.5 35 20 0.90 23.7 55 55 28.7 24 28.7 24 10 0.85 22.4 55 55 27.6 15 27.6 15 0 0.85 22.4 55 55 27.6 8 27.6 8 MA E= 19000 jksi A=[49 1in2 L=L!jft kips lonis - Area 1 Shade Sail A - Cable Analysis DL+PreT+WL LA L 1w1113 w 9 = I = .00 degrees P = kips LEAJ 2tan9 - delta = .00 in. .063 ;jft Poo delta = L = 24.65 in. p = =1 5.2 - kips L64EAJ 8de1ta E = 19000t ksi A = L°49 in 2 L = 425 ift W=I kips lonis - Area 1 Shade Sail B Cable Analysis DL+PreT+WL IN L H 1 EAj Ai3 = .00 degrees P = 2tan = ]kiPs delta= .00 in. .063 k/ft. w (uniform) L delta =L 3wL = 22.48 in. p= W 4.8kips L64EAJ 8delta IMR Title: Job# Dsgnr: Date: 3:04PM, 21 JUL 21 Description Scope: I Steel Column Base Plate I Description Post A Base Plate General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Loads Steel Section P8std Axial Load 0.50 k Section Length 8.625 in X-X Axis Mcment 40.00 k4t Section Width 8.625 in Flange Thickness 0.322 in Plate Dimensions Web Thickness 0.322 in Plate Length 16.000 in Allowable Stresses Plate Width 16.000 in Concrete ft 5,00b.0 psi Plate Thickress 0.938 in Base Plate Fy 36.00 ksi Load Duration Factor 1.330 Support Pier Size Pier Length 36.000 in Anchor Bolt Data Pier Width 36.000 in Dist. from Plate Edge 2.250 in Bolt Count per Side 2 Tension Capacity 17.700 k Bolt Area 0.790 in2 Baseplate OK Concrete Bearing Stress Bearing Stress OK Actual Beating Stress 1,070.1 psi Allow per AC1318-95, A3.1 = 0.3 * rc * Sqrt(A2/A1) * LDF 3,990.0 psi Allow per AISC J9 4,655.0 psi Plate Bending Stress Thickness OK Actual ft 35,467.9 psi Max Allcw Plate Fb 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tansion 14.870 k Allowable 17.700 k Partial Bearing : Bolts in Tension LOW Title: Job # Dsgnr: Date: 3:06PM, 21 JUL 21 Description: Scope: I Steel Column Base Plate Description Post B Base Plate General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Loads Steel Section PlOstd Axial Load 0.50 k Section Length 10.750 in Section Width X-X Axis Mcment 108.00 k-ft 10.750 in Flange Thickness 0.365 in Plate Dimensions Web Thickness 0.365 in Plate Length 20.000 in Allowable Stresses Plate Width 20.000 in Concrete f'c 5,000.0 psi Plate Thickress 1.375 in Base Plate Fy 36.00 ksi Load Duration Factor 1.330 Support Pier Size Anchor Bolt Data Pier Length 36.000 in Pier Width 36.000 in Dist. from Plate Edge 2.250 in Bolt Count per Side 3 Tension Capacity 27.600 k Bolt Area 1.230 in2 Baseplate OK Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 1,386.5 psi Allow per AC1318-95, A3.1 = 0.3 * f'c * Sqrt(A2IAI) * LDF 3,591.0 psi Allow per AlSCJ9 4,189.5 psi Plate Bending Stress Thickness OK Actual fb 34,967.9 psi Max Allcw Plate Fb 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 24.025 k Allowable 27.600 k Partial Bearing: Bolts in Tension Title: Job # Dsgnr: Date: 3:11 PM, 21 JUL21 Description: Scope: Pole Embedment in Soil Page Description Post A Footing General Information Allow Passive 300.00 pcf Max Passive 3,000.00 psf Load duration factor 1.330 Pole is Circular Diamete 36.000 in No Surface Restraint Point Load 4,250.00 lbs distance from base 9.000 ft Distributed Load 0.00 #Ift distance to top 9.000 ft distance to bottom 0.000 ft Moments @ Surface... Point load 38,250.00 ft-# Distributed load 0.00 Without Surface Restraint... Required Depth 7.555 ft Press @ 1/3 Embed... Actual 1,008.58 psf Allowable 1,004.78 psf Total Moment 38,250.00 ft4 Total Lateral 4,250.00 lbs Title: Dsgnr: Description: Scope: Pole Embedment in Soil Description Post B Footing General Information Allow Passive 300.00 pcf Applied Loads... Max Passive 3,000.00 psf Point Load Load duration factor 1.330 distance from base Pole is Circular Diameter 36.000 in Distributed Load No Surface Restraint distance to top distance to bottom Job# Date: 3:20PM, 21 JUL 21 Page 1 8,500.00 lbs 12.500 ft 0.00 #/ft 12.500 ft 0.000 ft Moments @ Surface... Point load 106250.00 ft-# Total Moment 106,250.00 ft-# Distributed load 0.00 Total Lateral 8,500.00 lbs Without Surface Restraint.. Required Depth 10.651 ft Press @ 1/3 Embed... Actual 1,418.67 psf Allowable 1,416.64 psf 36 in diam. Code: ACI 318-14 Units: English Run axis: About X-axis Run option: Investigation Slenderness: Not cons dered Column type: Structural Bars: ASTM A615 IM 5fy P (kip) - if ,.,,.% File: untitled.col Project: Column: fc=2.5ksi fy 60 ksi Ec = 2850 ksi Es = 29000 ksi fc = 2.125 ksi e..yt = 0.00206897 in/in e_u = 0.003 in/in Betal = 0.85 Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Engineer: Ag = 1017.88 in12 As =1.20in12 Xo = 0.00 in Yo = 0.00 in Min clear spacing = 13.88 in 6 #4 bars rho = 0.12% Ix = 82448 inA4 ly = 82448 in"4 Clear cover = 3.38 in Cl Crosby® G-402 Eye & Eye Swivel )) Crosby® 6-402 Eye & Eye Swiel Crosby® 6-403 Jaw & Eye Swivel 1 Product Filtered: 4250 lbs.D Clear AND Working road Limit H * Break Strength R MADItHUSA 40l Diameter H Manufacturer Name [Best Selling i Crosby® 114" Regular Swivel - G-402 Standard Lead Time 3-5 days. S24.35 1 ADD TO CARI1 SKU EESWIVEL14-CR C2 P CALIFORNIA DEPARTMENT OF FORESTRY. and FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL REGISTERED FtM4E RESISTANT PRODUCT Product: Registration No, EXTRA BLOCK SHADECLOTH F-94501 Product Marketed By: ALNET PTY (LTD) MOORSOM AVENUE, EPPING, INDUSTRY II CAPE TOWN, S. AFRICA This product meets the minimum requirements of flame resistance established by the California State Fire Marshal for products identified in Section 131 15, California Health and Safety Code. The scope of the approved use of this product iprovidéd inihe current edition of the CALIFORNIA APPROVED LIST OF FLAME RETARDANT CHEMICALS AND FABRICS, GENERAL AND LIMITED APP CATIONS CONCERNS published by the California State Fire Marshal. g~ Eire: 6/30/2021 Deputy Stat F e Marshal - FR-S I'Nt At - At/8 P,heeJ A-/ GV C.d #i1;'fp& á,6?,ct5 ?ft COW, IL L r1*., t C,1,e-/s L4, e4L,V#LN44 • • L ( S3081 *\ EXP. 6/30P2023 uc CAU * v,4ii ajj .DtSJAI a&'44-f k1ii1k - *J. &e.eed Pt'siI 4J) AS& #,.gjSryc'Juel f4p Pe'p,Mf r.ssaqisI tAr. 1g 44hltwi r7v4flQ - hQ— SMPp 1.'Mjjs.S1& 4 ?tPji Lye. 7p,'iA Lc tsri ('iCt Pre S714?r /4/ 51NJ A t - /&/c Pihej v-C, ki ?I 't Not I#pp6 V.'-8P4c 4"#.o?t. sets *je pvtoss Vt,., Si, $4A Ali r (Li rp.I Lo#i, Pt,-, im-,'i Xae*o Loft 4rrn FmAtcweiI s¼e4 /.,$p '/e e.I,k f.ez .'L ? (., a D.D?2,4 eA;dr&'#4j, N"? . -ki /sA LM, . J• Stio so t h ft As et., 60. Je f-rn movei &'*i'iic. 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W H.o) cL,A-LC f133 -'4c /t)(ft,14' pL 1.Lj i4'v4t,2 i3'L C 5-9 PeAeL, /1(> i Art, - /fr,icf& 6&L-d& 'flW 5ic.w~ QQ(104 1w /s,44fw& 5pie+1 iyø.J .(a ,c etffrS4 $7w 4ø'sJ Wi!LJ4 (4Oye 13c'l, A 6 071i' 5/5 /4/i ?/ifl%S JJJ '177L'(I t A-u Low t5 4 l A-X N7 10 12 Envelope Only Solution - cci SK-1 JLM lonis A2 July 24, 2021 at 12:39 PM - cc-covina 13x18 umbrella.r3d A-X Mi6 417? / S M14 / /C14 6 / / / Mi8 7A 07 Envelope Only Solution CCI lonis A2 SK-2 JLM July 24, 2021 at 12:40 PM cc-covina 13x18 umbrella.r3d Company : CCI July 24, 2021 Designer : JLM IIIRISA Job 12:40 PM Number : Checked By:. .__. ANE1SCIECOMPAflY Model Name : Ions A2 (Global) Model Settings Display Sections for Member Calcs 10 Max Internal Sections for Member Calcs 100 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (in "2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration (ft/secA2) 32.2 Wall Mesh Size (in) 12 Eigensolution Convergence Tol. (1.E-) 3 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 15th(360-16): ASD Adjust Stiffness? Yes(Tau=1 .0) RlSAConnection Code AISC 15th( 60-16): ASD Cold FormedSteel Code AlSl S100-16: ASD Wood Code AWC NDS-15: ASD Wood Temperature <100F Concrete Code ACI 318-14 Masonry Code TMS 402-16: ASD Aluminum Code AA ADM 1-15: ASD - Building Stainless Steel Code AISC 14th( 60-10): ASD Adjust Stiffness? Yes(Tau=1 .0) Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR_ SET _ASTMA615 Mm % Steel for Column 1 Max % Steel for Column 8 RISA-3D Version 17.0.4 [D:\DropBox\Dropbox\Custom Canopies\Risa\cc-covmna 18x18 umbrella. r3d] Page 1 Company II CC[ : m I1SA D July 24, 2021 Designer JLM 12:40 PM Job Number : Model Name : lonis Checked By: (Global) Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation (ft) Not Entered Add Base Weight? Yes CtX 02 CtZ .02 I X (sec) Not Entered T Z (sec) Not Entered R 3 R 3 Ct Exp. X 75 Ct Exp. Z 75 Dl 1 ________ DS ________ 1 1 ______ IL (sec) 5 Risk Cat I or II Drift Cat Other )mZ 1 ____ OmX 1 ______ dZ 4 CdX 4 Rho 1 Rho 1 - Hot Rolled Steel Properties Label F rki1 ( lksil Nu Therm (lIE Densitvlklft. Yieldlksil Rv Furksil Rt A36 29000 111154 .3 .65 .49 36 - _1_ 58 _1.2 ..2..... A572Grade50 29000 _11154 .3 .65 .49 50 _1_.... 58 1.2 A992 29000 _11154 .3 .65 .49 50 _1_. 58 _1.2_ ....4_. A500_42 29000 11154 .3 .65 .49 42 _1_. 58 _12 5 A500 46 29000 11154 .3 .65 .49 46 _1_ 58 _1.2_ -61 A53 GrB 29000 1 11,154 3 65 49 35 15_ 60 12 General Material Properties Label E lksil G NO Nu Therm (/1E5 fl DensitvFk/ft'31 pen Conc3NW 3155 1372 .15 .6 .145 pen Con64NW 3644 1584 .15 .6 .145 .._34 pen Conc3LW 2085 906 .15 .6 .11 _4_ aen_Conc4LW 2408 1047 .15 .6 .11 gen_Alum 10600 4077 .3 1.29 .173 Joint Coordinates and Temperatures Label X Iffi V M Ifti Thmn fF1 1)tarh Frnm flian .0 -ii U U I EI!* • U 4 4 S U U RISA-3D Version 17.0.4 [D:\DropBox\Dropbox\Custom CanopiesRisa\cc-covina 18x18 umbrella. r3d] Page 2 Designer : JLM July 24, 2021 11ORISA Job Number Company : CCI : 12:40 PM Model Name : Checked By:_.. Joint Coordinates and Temperatures (Continued) Joint Boundary Conditions Joint Label X 1k/ml Y 1k/in1 Z [k/ml X Rot.11c-ft/radl Y Rot.ik-ftlradi Z Rot.lk-ft/radl 1 I NI I Reaction I Reaction Reaction I Reaction I Reaction I Reaction I I Member Primary Data Labe! I mint .1 Aninf K itiint Rntte( etinn/hane Tvne Desinn List Material Desian R... 1 MI NI N2 PIPE 5.0 Column Pipe A53 GrB TyDical M2 N2 N3 PIPE 5.0 Column Pipe A53 GrB Typical 3 M3 N3 N4 PIPE 5.0 Column Pipe A53 GrB Typical 4 M4 N2 N9 pi-301 0 Beam Pipe A53GrB Typical 5 M5 N2 N10 pi-30 10 Beam Pine A53 Gr B Typical M6 N2 Nil pi-30_10 F3earn Pine A53 GrB Typical 7 M7 N2 N12 pi-30 10 Beam Pipe A53 GrB Typical _L M8 N9 N5 pi-30_I0 Beam Pipe A53_GrB Typical 9 M9 N10 N6 pi-30 10 Beam Pipe A53 GrB Typical j.. M110 Nil N7 . pi-30_10 Beam Pipe A53 GrB Typical 11 Mil N12 N8 pi-30 10 Beam Pipe A53 GrB Typical J.Z. M16 N5 N7 5/8'dia. Membran... Beam BAR A36 Tvoical 13 M17 N7 N8 518'dia. Membran.. earn I BAR A36 Typical 14.. M18 N8 I N6 5/8dia. Membran... Beam I BAR A36 Typical .15 M19 N6 N5 5/8'dia. Membran..Beam BAR A36 Typical i.L M12 N9 N3 pi-2.5_12 VBrace Pipe A53 GrB Typical 17 M13 N10 N3 pi-2.5 12 VBrace Pipe A53 GrB Typical 18 M14 Nil N3 pi-2.5_12 yrae Pipe A53_GrB Typical 19 M15 N12 N3 0-2.5 12 VBrace Pipe A53 GrB Typical - Member Advanced Data - Label iRelease J Release I Offsetlinl J Offsetlinl TIC Only Physical Dell Rat ... Analvsis ... Inactive Seismic.. L. Ml Yes ** NA ** None 2 M2 Yes ** NA ** None 3 M3 Yes ** NA ** None 4 M4 Yes None 5 M5 Yes None 6. M6 Yes None 7 M7 Yes None 8 M8 Yes None 9 M9 Yes None 10. M10 Yes None ii Mu Yes None 12.. M16 BenPIN BenPIN Yes Exclude None 13 M17 BenPIN BenPIN Yes Exclude None 14_ M18 BenPIN BenPIN Yes Exclude None .15 M19 BenPIN BenPIN Yes Exclude None iL M12 BenPIN BenPIN Yes ** NA ** None 17 M13 BenPIN BenPIN Yes ** NA ** - None JL M14 BénPIN. BenPIN Yes ** NA ** None 19 M15 BenPIN BenPIN Yes ** NA ** None RISA-313 Version 17.0.4 [D:\DropBox\Dropbox\Custom CanopiesRisa\cc-covina 18x1 8 umbrella. r3d] Page 3 July 24, 2021 Company : CCI : Designer : JLM 12:40 PM 111RISA Job Number Checked By:........_ A1EThCEKCOMR41Y Model Name : lonis Hot Rolled Steel Design Parameters Label Shane LencithFftl Lbvvlftl I h7rff1 I rtmn frtnFft" inmr hAtrffii ..fnrri k'u, W CI.t ritni-tn 1 Ml PIPE 5.0 9 Lbvv La 2 M2 PIPE 5.0 1.93 Lbvv Lateral 3 M3 PIPE 5.0 2 Lbvv Lateral 4 T M4 p1-30_10 6.951 Lbw ILateral 5 M5 6-30 10 6.951 Lbvv Lateral 6 M6 p1-30.10 1 6.951 Lbyy - Lateral 7 M7 p1-30 10 1 6.951 -Lbvv I - Lateral 8 M8 p1-3010 5.816 _Lbyy -Lateral 9 M9 p1-30 10 5.816 Lbvv - Lateral 10 MIO pi-30 10 5.816 -- Lbyy I - Lateral 11 M11 p1-30 10 5.816 Lbvv I Lateral 12 M16 5/8"dia. Me.. 18 Lbvv I Lateral j.. M17 5/8"dia. Me.. 18 Lbvv Lateral 14 M18 5/8"dia .'Me.. 18 Lbyy - Lateral 15 M19 5/8"dia. Me.. 18 Lbw Lateral 16 M12 p1-2.512 7.36 Lbyy Lateral 17 M13 i-2.5 12 7.36 Lbvv Lateral 18 M14 p1-2.512 7.36 1 Lbyy - Lateral 19 1 M15 I pi-2.512 1 7.36 Lbyy Lateral Joint Loads and Enforced Displacements (BLC 3: wind) Joint Label I fl M flrat*ii,n RAi,ni+, ,4riI, kf+\ F.., ..,,l\ F -_-___ N6 .... L X A. \llI.101..li. IR 0 LIlt .368 _2.... N5 L X .368 N7 L . .368 4 - N8 - X .368 N4 L -x .552 6: N6 - L Y 1 N5 L Y 1 N7 L - Y I 9 N8 L Y 1 I Member Point Loads Member Label Direction Magnitudelk,k-ft] LocationFft.%1 I No Data to Print ... Member Distributed Loads (BLC 3: wind) Member Label Directicn Start Maanituderk/ft.... End Mapnitudelkift.F,... Start Locationlft.%1 End Locationlft.%1 I 1 Ml I X I .008 I .008 I 0 1 0 Member Distributed Loads (BLC 4: BLC I Transient Area Loads) Member Label fliritirn thrf Mnn*,,,orl,Jfi i..rt •.....t ,-., - -- M8 V -.00097 IVI lIIttitIlUjL.U. -.000503 L0lL LUI.dL1011111,701 0 na LOCaiIOflITt7oI 1.309 -- M8 V -.000503 -.000177 1.309 2.617 3 M8 V ....,.,. -.000177 -5.7e-5 2.617 3.926 4 M8 Y - -5.7e-5 - le-6 3.926 5.234 5 M9 V -.00097 -.000503 0 1.309 - M9 - - V ' -.000503 - - -.000177 - 1.309 2.617 7 M9 V -.000177 -5.7e-5 2.617 3.926 8 M9 - V -5.7e-5 le-6 3.926 5.234 9 M19 V -1.2e-5 -6.3e-5 0 2 RISA-31D Version 17.0.4 [D:\DropBox\Dropbox\Custom Canopies\Risa\cc-covina 18x18 umbrella. r3d] Page 4 Designer : JLM July 24, 2021 IIIRISA Job Number Company : CCI : 12:40 PM AMETSC1KCOMP Checked By:_ Model Name : lonis Member Distributed Loads (BLC 4: BLC I Transient Area Loads) (Continued) I rm-+I,,, ++ M,.ni+u,1Fk/ff PnA RArinitiirIFk/fi Sirf I ntinnFft 0/ni Fnrl I ctinnFff 0/,, 10 M19 Y -6.3e-5 -.000119 2 4 11 M19 Y -.000119 -.000185 4 6 12 M19 Y -.000185 -.000259 6 8 13 M19 Y -.000259 -.000259 8 10 14 M19 V -.000259 -.000185 10 12 15 M19 Y -.000185 -.000119 12 14 16 M19 Y -.000119 -6.3e-5 14 16 17 M19 V -6.3e-5 -1.2e-5 16 18 18 M4 Y -8.7e-5 -.000228 0 1.39 19 M4 Y -.000228 -.000442 1.39 2.781 20 M4 V -.000442 -.000461 2.781 4.171 21 M4 Y -.000461 -.000234 4.171 5.561 22 M4 V -000234 -31e-5 5.561 6.951 23 M5 Y -4e-5 -.000135 .695 1.946 24 MS V -.000135 -.000185 1.946 3.198 2.. MS Y -.000185 -.000164 3.198 4.449 26 M5 V -.000164 -9.1 e-5 4.449 5.7 27 M5 Y -9.1 e-5 -8e-6 5.7 6.951 28 M10 Y -.00097 -.000503 0 1.309 29 M10 V -.000503 -.000177 1.309 2.617 30 MIO Y -000177 -5.'7e-5 2.617 3.926 31 MIO V -5.7e-5 le-6 3.926 5.234 32 M16 Y -1.2e-5 -6.3è-5 0 2 33 M16 V -6.3e-5 -.000119 2 4 34 M16 Y -.000119 -.000185 4 6 35 M16 Y -.000185 -.000259 6 8 36 M16 V -000259 -000259 8 10 37 M16 Y -.000259 -.000185 10 12 38 M16 Y -.000185 -.000119 12 14 39 M16 V -.000119 -6.3e-5 14 16 40 M16 Y -6.3e-5 -1.2e-5 16 18 ...41. M6 Y -4e-5 -.000135 .695 1.946 42 M6 Y -.000135 -.000185 1.946 3.198 43 M6 Y -.000185 -.000164 3.198 4.449 44 M6 Y -.000164 -9.1 e-5 4.449 5.7 45 M6 Y -9.1e-5 -8e-6 5.7 6.951 46 -M11 V -.00097 -.000503 0 1.309 AL Mil V -.000503 -.000177 1.309 2.617 48 Mil V -.000177 -5.7e-5 2.617 3.926 49 Mil V -5.7e-5 le-6 3.926 5.234 50 M17 V -1.2e-5 -6.3e-5 0 2 51 M17 V -6.3e-5 -.000119 2 4 52 M17 -.000119 -000185 4 6 53 M17 V -.000185 -.000259 6 8 54 M17 V -.000259 -.000259 8 10 55 M17 V -.000259 -.000185 10 12 56 M17 V -.000185 -.000119 12 14 57 M17 V -.000119 -6.3e-5 14 16 58 M17 V -6.3e-5 -1.2e-5 16 18 59 M6 V -4.3e-5 -.000114 0 1.39 60 M6 V -.000114 -.000221 1.39 2.781 61. M6 V -.000221 -.00023 2.781 4.171 62 M6 V -.00023 -.000117 4.171 5.561 63 M6 V -.000117 -1.5e-5 5.561 6.951 64 M7 V -7.9e-5 -.000271 .695 1.946 65 M7 V -.000271 -.00037 1.946 3.198 66 M7 V -.00037 -.000329 3.198 4.449 = RISA-3D Version 17.0.4 [D:\DropBox\Dropbox\Custom Canopies\Risa\cc-covina 18x18 umbrella.r3d] Page 5 II Company: Cci I RISA Designer : JLM July 24, 2021 12:40 PM Job Number : Model Name : ionis Checked By:_............. EKCOYMNY Member Distributed Loads (BLC 4: BLC I Transient Area Loads) (Continued) Member Label Direction Start Maonitudelk/ft Frn1 MannittirtFk/ff F Stirf I ir'fi&infff OJ,,1 End I A,finnFff 041 67 M7 Y -.000329 -.000182 4.449 5.7 68 M7 V -.000182 -1.6e-5 5.7 6.951 69 M5 V -4.3e-5 -.000114 0 1.39 70 M5 V -.000114 -.000221 1.39 2.781 .71_. M5 V -.000221 -.00023 2.781 4.171 72 M5 V -00023 -000117 4.171 5.561 73 M5 Y -.000117 -1.5e-5 5.561 6.951 74 M18 V -1.2e-5 -6.3e-5 0 2 75 M18 V -6.3e-5 -.000119 2 4 _7. M18 Y -.000119 -.000185 4 6 ..ZZ. M18 Y -.000185 -.000259 6 8 78 1 M18 Y -.000259 -.000259 8 10 79 M18 Y -.000259 -.000185 10 12 80 M18 V -.000185 -.000119 12 14 ..fl. M18 V -.000119 -6.3e-5 14 16 82 M18 V I -6.3e-5 I -1.2e-5 16 18 - Member Distributed Loads (BLC 5: BLC 2 Transient Area Loads) Member Label flirt-tinn cf2rt MrinitiirIrk/ff Frirl Mnr,itdrkIf+ r Qf-f I ,,,-+Ire 0/ C.A I oil _L M8 V -.067 -.035 0 1.309 2 M8' V -035 -012 1.309 2.617 M8 V -.012 -.004 2.617 3.926 4 M8 V -.004 8.1e-5 3.926 5.234 M9 V -.067 -.035 0 1.309 M9 V -.035 -.012 1.309 2.617 7 M9 ' V -.012 -.004 2.617 3.926 8 M9 V -.004 8.1e-5 3.926 5.234 _L M19 Y -.000801 -.004 0 2 10 M19 Y -.004 -.008 2 4 11 M19 V -.008 -.013 4 6 12... M19 V -.013 -.018 6 8 13 M19 V -.018 -.018 8 10 14 M19 Y -.018 -.013 10 12 15 M19 - Y -.013 -.008 12 14 _i_ M19 V -.008 -.004 14 16 IL M19 Y -.004 -.000801 16 18 I. M4 V -.003 -.009 695 1.946 19 M4 V -.009 -.013 1.946 3.198 20 M4 Y -.013 -.011 3.198 4.449 21 M4 1 V -.011 -.006 4.449 5.7 .22.. M4 V -.006 -.000549 5.7 6.951 .23. M5 V -.003 -.008 0 139 4.. M5 Y -.008 '-.015 1.39 2.781 25 M5 V -.015 -.016 2.781 4.171 2. MS V -.016 -.008 4.171 5.561 27 MS V -.008 -.001 5.561 6.951 28 Mb. V -.067 -.035 0 1.309 29 M10 V -.035 -.012 1.309 2:617 30 M10 V -.012 -.004 2.617 3.926 31 M10 V -.004 8.1e-5 3.926 5.234 32 M16 V -.000801 ' -.004 0 2 33 M16 V -.004 -.008 2 4 34 M16 V -008 -013 4 6 35 M16 V -.013 -.018 6 8 36 137 M16 M16 V V -.018 -.018 -.018 -.013 8 10 10 12 RISA-3D Version 17.0.4 [D:\Drop 3ox\Dropbox\Custom Canopies\Risa\cc-covina 18x18 umbre 'Ia. r3d] Page 6 July 24, 2021 Company : CCI : Designer : JLM 12:40 PM IIIRISA Job Number Checked By:._........ AMMETSCECOMPAY Model Name : lonis Member Distributed Loads (BLC 5: BLC 2 Transient Area Loads) (Continued) I 2hal flirtinn qtqrt Mrinitiup[k/ft Fritl M ,nittidfk/ftF Start Location1ft°J1 End Locationfft.%1 38 M16. Y -.013 -.008 12 14 39 M16 Y -.008 -.004 14 16 40 M16 Y -.004 -.000801 16 18 AL M4 Y -.003 -.008 0 1.39 .42.. M4 Y -.008 -.015 1.39 2.781 43 M4 Y -.015 -.016 2.781 4.171 44.. M4 Y -.016 -.008 4.171 5.561 45 M4 Y -.008 -.001 5.561 6.951 M6 Y -.006 -.019 .695 1.946 AL M6 Y -.019 -.026 1.946 3.198 48 M6 Y -.026 -.023 3.198 4.449 49 M6 Y -.023 -.013 4.449 5.7 50 M6 Y -.013 -.001 5.7 6.951 51 Mil y -.067 -.035 0 1.309 52 Mil V -.035 -.012 1.309 2.617 53 Mu1, V -.012 -.004 2.617 3.926 54 MiT -004 81e-5 3.926 5.234 55 M17 V -.000801 -.004 0 2 56 M17 . V -.004 -.008 2 4 57 M17 V -.008 -.013 4 6 58 M17 V -.013 -.018 6 8 59 M17 V -.018 -.018 8 10 60 MiT ' Y -.018 -.013 10 12 61 M17 V -.013 -.008 12 14 62 M17 V -008 -004 14 16 63 M17 Y -.004 -.000801 16 18 64 M7 Y -.006 -.016 0 1.39 65 M7 Y -.016 -.031 1.39 2.781 66 MT V -.031 -.032 2.781 4.171 67 M7 V -.032 -.016 4.171 5.561 68 M7 Y -.016 -.002 5.561 6.951 69 M5 Y -.003 -.009 .695 1.946 70 M5.. Y i -.009 -.013 1.946 3.198 jj.. M5 Y -.013 -.011 3.198 4.449 72 M5 Y -.011 -.006 4.449 5.7 73 M5 V -.006 -.000549 5.7 6.951 14_ M18 Y -.000801 -.004 0 2 i. M18 V -.004 -.008 2 4 76 M18 V -.008 -.013 4 6 17 M18 Y -.013 -.018 6 8 78 M18 Y -.018 -.018 8 10 79 M18 Y -.018 -.013 10 12 80 M18 Y -.013 -.008 12 14 81 M18 V -.008 -.004 14 16 82 M18 V -.004 -.000801 16 18 - Member Area Loads (BLC 1: dead) Joint A Joint R Joint C Joint fl 1irttinn flifrihiiti,n Mnnitiir1rk N5 N9 N10 N6 TWO Way 7:2e5 N9 N2 N10 V Two Way -7.2e-5 3 N5 N7 Nil N9 V Two Way -7.2e-5 N9 Nil N2 V Two Way -7.2e-5 5 N7 N8 LNI2 Nil V Two Way -7.2e-5 N2 Nil J N12 V Two Way I -7.2e-5 7 N10 N2 I_ N12 V Two Way L. -7.2e-5 RISA-3D Version 17.0.4 [D:\DropBox\Dropbox\Custom Canopies\Risa\cc-covina I 8x1 8 umbrella. r3d] Page 7 Company 11 CCI : I RISk Designer : JLM July 24, 2021 12:40 PM Job Number : Model Name : lonis Checked By_ Member Area Loads (BLC I: dead) (Continued) Joint A Joint B Joint C Joint D Direction Distribution Mapnitudelksfl I N10 I N12 N8 N6 I Y I Two Way I -7.2e-5 II1 Member Area Loads (BLC 2: canopy live) I n _.. .' 1...;... r _... I4..k. .+..., R,lJIfl 1 N5 N9 N 1N6 Y Two Way -.005 _2 N9 N2 NIO Y Two Way -.005 N5 N7 Nil N9 Y Two Way -.005 _4_ N9 Nil N2 Y Two Way -.005 5 N7 N8 N12 Nil Y Two Way -.005 N2 Nil N12 V Two Way -.005 NiO N2 N12 V Two Way -.005 N10 I N12 N8 N6 Y Two Way -.005 Basic Load Cases DIE' V V 7 I,n+ D,in+ Ilk*rih+ Arø(RA qiirfnra g -- - 4I ILI Load Combinations r..........;...4;..... ...i On OD Envelope Joint Reactions Irin+ V Iki I C' V rkl I C' 7 riel I C' RAY k_f+i I C' RAY rl,_f+1 I C' RA7 rk_f+1 I C' 1 NI max 0 4 2.234 3 0 8 .001 2 0 5 11.419 5 mm -1.258 5 -2.037 8 0 1 -.072 3 0 6 -.001 3 _... Totals: max 0 4 2.234 3 0 8 _4 mm -1.258 5 -2.037 8 0 1 Envelope Joint Displacements mint V r,.i I f, V r, m C' 7 r..i I C' V I C' V I C' 7 r I C' Ni max 0 8 ô 8 0 8 0 8 0 8 0 8 min 0 L 0 _L..t 0 _L1 0 t 0 i_ 0 _L 3 N2 max 1.654 5 .002 8 .015 3 2.727e-4 3 3.833e-6 6 3.939e-6 4 4 min 0 3 -.003 3 0 1 -3.92e-6 I -9.253e-8 5 -2.355e-2 5 5 N3 max 2.205 5 .003 8 .021 3 2.902e-4 3.841e-6 .L 4.194e-6 .4_ 6 rna 0 .. -.003 j. 0 1 -4.178e-6 1 -9.279e-8 5 -2.404e-2 5 7 N4 max 2.786 5 .003 8 .028 3 2.902e-4 3.841e-6 4.194e-6 .A_ 8 min 0 3 -.003 3 0 1 -4.178e-6 1 -9.279e-8 5 -2.432e-2 5 9 N5 ImaxI 1.312 1 5 . 4.283 1j. .031 . 2.262e-2 L 0 1 2_ 4.776e-3 I 3 RISA-3D Version 17.0.4 [D:\DropBox\Dropbox\Custom Canopies\Risa\cc-covmna 18x18 umbrella. r3d] Page 8 24, 2021 Company : CCI : Designer : AM 12:40 PM IIIRISA Job Number Checked By:............._. AWMECiEK COPAUY Model Name lonis Envelope Joint Displacements (Continued) lAint V r,.i I (' V flnl I (' 7 r;.1 I 1' V D..4...4;...., I f' \I JQ.mm 003 1 -385 3 :083 8 -4495e-3 3 -4827e-4 8 -4618e-2 8 11 N6 max 1.312 5 4.284 8 .083 8 5.065e-3 3 4.824e-4 8 4.792e-3 3 12 - min .003 1 -.448 3 -.008 3 -2.263e-2 8 -2.447e-6 3 -4.618e-2 8 13 N7 max 1.464 5 -.066 2 .031 3 2.55e-2 8 2.417e-6 3 1.952e-3 14 mm -.019 3 -1.146 6 -.077 8 -4.533e-3 3 -5.395e-4 8 -7.76e-3 6 15 N8 max 1.464 5 1 -.065 2 .077 8 5.027e-3 3 5.394e-4 1 8 1.952e-3 16 min -.019 3 1 -1.186 6 -.008 3 1 -2.55e-2 8 0 1... -7.702e-3 17 N9 max 1.504 5 1.369 5 .019 8 8.284e-3 8 4.561e-7 3 2.004e-3 3 18 min 0 1 -.008 3 0 1 -1.724e-3 3 -8.902e-5 6 -3.189e-2 8 jj.. N10 max 1.504 5 1.37 5 .013 3 2.293e-3 3 1.033e-4 6 2.02e-3 3 20 min 0 1 -.042 3 -.02 8 8.289e-3 8 0 1 -3.189e-2 8 21 Nil max 1.479 5 -.005 2 .015 6 .338e-3 8 0 2..1 -3.221e-4 1 2. 22 min 0 3 -1.414 -5 0 .jj -1.763e-3 -8.512e-5 6 -1.471e-2 .L N12 max 1.479 5 -.005 2 .013 3 2.253e-3 ... 3 9.886e-5 6 -3.225e-4 2 24 .rnki 0 3 -1.413 5 1 -.004 7 1-9.343e-3 _. -4.596e-7 3 1-1.471 e-2 Envelope Member Section Forces A,.,..,IrI,1 I F' .. • ___ I1 II El S l- • rr RISA-3D Version 17.0.4 [D:\DropBox\Dropbox\Custom Canopies\Risa\cc-covina 18x18 umbrella. r3d] Page 9 Company : CCI Designer July 24, 2021 12:40 : JLM IIIRISA Job PM Number : Checked By:.................. AEMcIIISCOMUY Model Name : lonis Envelope Member Section Forces (Continued) Member Sec AxialFkl [C v She2rrk1 LC z Shrik1 IC Tnrntirk- I C v-v Môma I C 7-7 Mnm I _--.i FI ri UI rIsi.I t fl UI UI UI UI UI __ UI UI _ UI __ UI RISA-31D Version 17.0.4 [D:\DropBox\Dropbox\Custom Canopies\Risa\cc-covina 18x18 umbrella. r3d] Page 10 July 24, 2021 Company : CCI : Designer : JLM IIIRISA Job 12:40 PM Number Checked By: .........._. AM3SC1OMPA ( Model Name : lonis E Envelope Member Section Forces (Continued) Member Sec AxialFkl LC v Sheariki LC z ShearFkl L( Thrntielk- LC v-v Mom LC ,-, Mom LC .8 rn 6.455 8 385 8 1 0 3 003 8 1 03 2473 96 nih, -.498 3 -.131' 3 -.009 8 0 1 -.02 8 -1.196 8 97 9 max 6.455 _.L .383 ...L 0 3 .003 8 0 3 .354 3 98 __ - nih, -.496 3 -.144 3 -.009 8 0 1 -.028 8 -1.493 8 99 10 max 6.456 8 .381 8 0 3 .003 8 0 3 .469 3 .100. rn1i -.496 3 -.152 3 -.009 8 . 0 .j_ -.035 .._ -1.788 .A. 101 M6 1 max 5.62 8 .456 8 .011 8 0 2 0 3 1.069 8 102 - miii -.523 3 -.008 3 0 3 -.003 .1... -.036 8_ -.061 .1 103 .2. maxi 5.62 8 .454 8 .011 8 0 2 0 3 .718 8 104 - mm -.522 3 -.012 3 0 3 -.003 8 -.028 -.054 3 - 105 max 5.62 8 .451 8 .011 8 0 2 0 6 .369 8 106 - min -.521 3 -.024 3 0 3 -.003 ...... -.019 -.04 _L .107. _4_ max 5.62 ._ .449 _ .011 L.. 0 ...2_ .001 6 .021 8 108 - min -.52 3 -.042 3 0 3 -.003 A -.011 8 -.015 3 max, 5.621 8 .446 8 .011 8 0 2 .002 6 .026 3 liP. min 1 -.518 ....L -.064 ... 0 3 -.003 8 -.002 _._ -.325 8 ill 6 max 5.621 8 .444 8 .011 8 0 2 .006 1 8 .085 3 112. nj -.516 _L -.087 ..2. 0 _... -.003 ...L 0 3 -.668 8 113 7 max 5.621 8 .441 8 .011 8 0 2 .015 8 .161 3 114 - mm -.515 3 -.109- 3 0 3 -.003 _L 0 -1.01 8 115. 8 max 5.621 _L .439 8 .011 . 0 2 .023 _...... 8 .253 3 116 - miii -.513 3 -.127 3 0 3 -.003 8 0 3 -1.35 8 117 9 ImaxI 5.621 8 .437 8 .011 8 0 2 .032 8 .357 3 lie. rjj -.512 .. -.14 _. 0 ........ -.003 j..... 0 .._ -1.688 8 119 10 ImaxI 5.621 8 .434 8 .011 8 0 2 .04 8 .468 3 120 - mhi -.511 3 -.148 3 0 3 -.003 8 0 3 -2.025 8 11.. M7 j_ Imaxi 5.62 8 .456 ..j_ 0 2 .003 8 .036 8 1.069 8 122 - mui -.493 3 007 A -011 8 0 3 0 1 -.027 3 23. 2 ImaxI 5.62 8 1 .454 8 0 2 .003 8 .028 8 .718 8 124. mm -.492 3_ .003 1 -.011 8 0 3 0 1 -.036 3 125 3 ImaxI 5.62 8 .451 8 0 2 .003 8 .019 8 .369 8 - nihi -.491 3 -.01 3 -.011 8 0 3 0 6 -.034 3 127 A... Imaxi 5.62 8 .449 8 0 2 .003 8 .011 8 .021 8 12. mI -.489 ..i. -.03 .... -.011 _. 0 3 -.002 6 -.019 3 129 5 _. ImaxI 5.62 j.. .446 .j.... 0 .2... .003 ..L .002 8 .014 3 - min -.487 3 -.057 3 -.011 8 0 3 -.003 6 -.324 8- 131 6 Imax 5.621 8 .444 8 0 2 .003 8 0 2 .069 3 132 - min -.485 3 -.085 3 -.011 8 0 3 -.006 8 -.668 8 133 7 Imax 5.621 8 .441 8 0 2 .003 8 0 2 .145 3 134 - min. -.483 3 -.113 3 -.011 8 0 3 -.015 8 -1.01 8 135 8 ImaxI 5.621 8 .439 8 0 2 .003 8 0 2 .241 3 136 miD -.481 -.134 3 -.011 ...L. 0 3 -.023 8 -1.35 8 137 9 ImaxI 5.621 ._L .437 _j. 0 ..2_ .003 8 0 2 .35 3 138 mip -.48 _. -.148 -.011 _j... 0 3 . -.032 8 -1.688 8 139 1.40 141 142 143. 1.44 145 14 147 .14 150 151 148. M8 10 ImaxI 1 .2_ 3 4 ImaxI - ..j. - 6max mijj maxI min ma m max mm mm miii 5.621 -.479 7.735 -1.812 7.736 -1.808 7.736 -1.806 7.736 -1.804 7.736 -1.803 7.736 8 .... 8 _._ ....L ...... 8 3 8 3 8 3 8 .434 -.157 .183 -.298 .141 -.3 .109 -.302 .087 -.305 .071 -.307 .061 8 _L 3 _.L 3 .L 3 8 3 8 ....... 8 3 0 -.011 0 -.006 0 -.006 0 -.006 0 -.006 0 -.006 0 2 ....&. 2 2 8 2 8 2 8 ..2..... 8 2 .003 0 0 0 0 0 0 0 0 0 0 0 0 8 5 _. 5 3 5 3 5 3 5 3 5 0 -.04 1 .034 0 .03 0 .027 0 .023 0 .019 0 .015 2 8 8 1 8 1 8 1 8 1 8 1 8 .469 -2.024 .468 -1.788 .365 -1.595 .284 -1.4 .222 -1.204 .171 -1.006 .128 3 8 3 8 3 8 3 8 3 8 3 8 3 RISA-31D Version 17.0.4 [D:\DropBox\Dropbox\Custom Canopies\Risa\cc-covina 18x18 umbrella.r3d] Page 11 July 24, 2021 Company : CCI : Designer : JLM 12:40 PM IIIRISA Job Number Checked By:_ AN1TSCE)MP. Model Name : lonis Envelope Member Section Forces (Continued) A,IFL,1 I e I C' hr1k1 I C' TArnrk I C' , Mnm I r. ,-, Mim 152 mm -1.802 3 -.309 8 -.006 8 0 3 0 1 -.808 A_ 153 7 Imax 7.736 8 .054 3 0 2 0 5 .011 8 .091 154 min 4.802 3 -.31 8 -.006 8 0 3 0 1 -.608 8 8 max 7.737 ..L .049 ....L 0 .L 0 ...j.. .008 8 .058 ...1 156 -min -1.801 ...L -.312 ....L --.006 A. 0 3 . 0 1 -.406 .L 157 1 9 maxi 7.737 8 1 .045 3 1 0 2 1 0 5 .004 8 .028 1 I 1158 mm -1.801 .... -.314 _.L -.006 8 0 ...i. 0 1 -.204 A. - .10 max 7.737 j.. .042 ... 0 ...2_. 0 .. 0 5 0 ..L jp -1.801 3 . -.316 j.... -.006 ...L. 0 . 0 3 0 _L 161 M9 - i.. ma 7.735 8 .183 3 .006 8 0 _2_ 0 3 .469 ._L 1.2.. mm -1.812 3 -298 0 3 0 5 -034 8 -1.788 ...L. 163 .LI maxi 7.736 1 ....& .141 _L1 .006 8 0 2 0 3 .365 3 14.. mm -1.809 3 1 -.3 8 1 0 3 0 5 -.03 8 -1.595 8 165 3 ImaxI 7.736 8 1 .109 3 .006 8 0 2 0 3 .284 _L 166 min -1.806 ....3 -.302 ._L 0 _L 0 5 -.027 8 -1.4 .1... 167 4 max 7.736 8 .087 3 .006 _L 0 .2.. 0 3 .222 J_ 168 - min -1.804 3 - 305 8 0 3 0 5 -.023 8 -1.204 ._L ii max 7.736 ..j..... .071 ...L .006 _L. 0 .2.. 0 3 .171 ..L 170 - mm -1.803, 3 -.307 8 0 3 0 5 -.019 8 -1.006 171 6 max 7.736 8 .061 3 .006 8 0 2 0 ...__ .128 172 - mm -1.803 3 -.309 8 0 3 0 5 -.015 _j_ -.808 173 7 max 7.736 8 .054 3 .006 8 0 2 0 .._ .091 .A.... 114 - m -1.802 3 -.31 8 0 3 0 5 -.011 _ -.608 A_ 175 8 max 7.737 8 .049 3 .006 8 0 2 0 3 .058 iZ. - mm -1.802 -.312 _.L 0 ... 0 .... -.008 _j_. -.406 _L liz. .i.max 7.737 .j.. .045 3 1 .006 ...L 0 ...2_ 0 3_. .028 _L 17. -1.801 3 .314 ....L 0 3 0 .1... -.004 i. -.204 A_ 179 10 max 7.737 ....1 .042 ..3 .006 .i 0 _2_ 0 2 0 _L. 180 - min -1.801 ..._ -.316 _.L 0 _L. 0 5 0 ....._. 0 .A_ 181 MIO I max 7.177 8 .183 3 0 3 0 5 .04 8 .468 3 182 mm 1.812 3 -.339 8 407 8 0 1 0 3 -2.025 8 183 2 max 7.177 8 .141 3 0 3 0 5 .035 8 .364 3 184 mm -1.808 3 -.341 8 -.007 8 0 1 0 3 -1.805 8 185 3 max 7.177 8 1 .109 3 0 3 0 5 .031 8 .284 3 186 min -1.806 3 -.343 8 -.007 8 0 1 0 3 -1.584 8 187 4 max 7.177 8 .087 3 0 3 0 5 .026 8 .221 3 188 mm -1.804 3 -.345 8 -.007 8 0.. 1 0 3 -1.361 8 189 5 max 7.177 8 .071 3 0 3 0 5 .022 8 .171 3 190 - min. -1.803 3 - 347 8 -.007 8 0 1 0 3 -1138 _ lfl _L max 7.178 _L .061 3 0 ..1 0 _L .018 8 .128 . 1. min -1.802 ... -.349 .1.. -.007 _.i. 0 ..j_ 0 ..... -.913 .A. 193 7 max 7.178 8 .054 3 0 3 0 5 .013 8 .091 3 1.4. mm -1.802 ._ -.351 _L..1 -.007 _L 0 ..j_ 0 3 -.686 _. .195 .L max 7.178 .049 _&.. 0 3 0 .5 .009 8 .058 _2.. - jj -1 801 . ... -.353 ....... -.007 .....&. 0 .j 0 _I -.459 _L 197 ...9 ImaxI 7.178 8 .045 ....L 0 _. 0 ..5 .004 .028 _i... - jj -1.801 ....L -.355 _L -.007 ....j 0 _L. 0 ._.... 3 -.23 ..10 max 7.178 .L. .042 ...3 0 .A199 . _.L 0 ..... 0 5 0 _L mm -1.801 3 -.357 8 -.007 .8 0 1 0 1 0 _i. Pi Mil J_.max 7.177 .j. .183 _L .007 L 0 ...3 0 2 .469 3 202 - mm -1.812 3 - 339 8 0 1 0 5 -.04 8 -2.024 8 203 2 max 7.177 8 1 .141 3 .007 8 1 0 _L 0 2 .365 3 204 - mm -1.809 3 -.341 8 0 1 0 5 -.035 8 -1.805 8- 205 ....3 max 7.177 8 .109 3 .007 8 0 3 0 2 .285 3 206 - min -1.806 3_ -.343 j... 0 L. 0 ...L -.031 8 -1.584 8 27 A... max 7.177 8 .087 3 .007 8 0 3 0 2 .222 3 208 -rnjn -1.804 1 3 -.345 1 8 0 j_ 0 ... -.026 8 -1.361 - - RISA-3D Version 17.0.4 [D:\Drop8ox\Dropbox\Custom Canops\Risa\cc-covmna 18x18 umbrella.r3d] Page 12 Company CCI IIIRISA4 : Designer : JLM July 24, 2021 12:40 PM Job Number Model Name : lonis Checked By: Envelope Member Section Forces (Continued) n.,;,IrL,i i I I" h,1k1 I (' TnrriiiJk_ I (' u-u Rfinma I 7-7 Mnm I F1 si,E U I Fill RISA-3D Version 17.0.4 [D:\DropBox\Dropbox\Custom Canopies\Risa\cc-covina 18x18 umbrella. r3d] Page 13 Company II CCI : m RISA. Designer : JLM July 24, 2021 12:40 PM Job Number : Checked By: Ar,SCHcCOM Model Name : Ionis Envelope Member Section Forces (Continued) _n, , ..n, i r' _i.rt1 i,' ,...,-.rt, I r' If' IC' FIZI___ FIZI___ FW1 Envelope AISC 15th(360-16): ASD Steel Code Checks Inkr (Th I .-ft1 Qhr C' I ,,,' I C' Pn,./r*n, k1 Pn+i., ItAnrn,/ RA-/ C'h 1 Mi PIPE 5.01 .968 0 - 5 .048 0 1- 5 1 71.087 84.042 111.929 11.9291 1.599 Hi -lb 2 M2 PIPE-5.01 .067 1.93 181 .005 Q 6 83.397 84.042 1.1 Hi-lb _._ M3 PIPE-5.0 .056 0 5 .013 ..Q 5 - 83.35 84.042 11.929 1.656 Hi-lb _.4_. M4 p1.30 _b .941 6.951 8 .045 0 8 - 21.694 2Afl 11.929 P2.471 2.165 Hi-la _.... M5 pi-30_10 .941 6.951 8 .045 ..Q 8 21.694 2 2.471 2.165 Hi-la M6 PI 30_b 987 6 951 8 051 P 8 21 694 QZ 24Zi 2.168 Hi-la 7 M7 POO - 10, .987 6.951 18 .051 0 1 - 8 21.694 30.62 1 2.471 2A7.1 2.168 Hi-la 8 M8 pi-30_10 .965 0 8 .034 5.8 ... 8 - 24.058 30.62 12.471 2.471 1.642 Hi-la . M9 p _i-3010 .965 0 8 .034 5.8 ... 8 - 24.058 30.62 2.471 2.4711.642 Hi-la 10 MIO p30_10 1.027 0 8 039 58 8 - 24.058 30.622.471 2.471 1.644 H1-1a i..L M11 p1-30_1 1.027 0 8 .039 5.8 8 - 24.058 30.62 2.471 2.471 1.644 Hi-la iL M12 pi25_12 145 0 8 005 0 5 - 9085 tQ7 t007 114 Hilb* j. M13 pi-2.5_12 .145 0 8 .005 .Q -.5 9.085 5802 1.007 1.007 1.14 Hllb* 1..4... M14 pi-2.5_12 .179 0 8 .005 5 - 9.085 5802 t7 LO_7 1.i4 H1 1b* i.. M15 pi-2.5_12 .179 0 8 .005 .Q 5 9.085 115.80211 Q1 ti7 1.14 Hllb* RISA-313 Version 17.0.4 [D:\DropBox\Dropbox\Custom Canopies\Risa\cc-covina 1 8x1 8 umbrella. r3d] Page 14 Company CCI IIIRISA Job : Designer : JLM July 24, 2021 12:40 PM Number : Model Name : Ionis Checked By:_ Material Takeoff I Pnnfhfftl WicihffK1 1 Hot Rolled Steel A36 5/8"diaiMembrane Cable 4 72 .075 A53 Gr B pi-2.5 12 4 29.4 .076 A53_GrB pi-30_ 10 8 51.1 .254 A53 GrB PIPE 5.0 3 12.9 .176 6 Total HR Steel I 1 1, 19 165.4 .581 RISA-31D Version 17.0.4 [D:\DropBox\Dropbox\Custom Canopies\Risa\cc-covina 18x18 umbrella. r3d] Page 15 JOB NAME: JOB NO.: DATE: ENGINEER: DWG. REF.: TAB NO.: SHEET NO.: I Main Wind-Force Resisting System Wall Pressures - ASCE 7-16 I For Buildings of All Heights General parameters: Risk Category (I, II, Ill, IV): Basic Wind Speed, V: Mean recurrence interval: MRI factor: Adjusted Basic Wind Speed, V: Building properties: II Mean Roof Height, h: 15 ft 110 mph Parapet Height: 0 ft 50 year Typical length in x-direction, L1: 55 ft 1.00 Typical length in y-direction, L2: 55 ft 110 mph Velocity pressure coeff. Kh: 0.85 Velocity pressure q: 22.4 psf Exposure Category (B, C, D): C a: 9.50 900 Topographic factor, K: 1.00 Wind directiorality factor, Kd: 0.85 Gust Effect Factor, G (x-dir. wind): 0.95 Gust Effect Factor, G (y-dir. wind): 0.95 Internal pressure coefficient, +GC 1: 0.00 Internal pressure coefficient, -GC 1: 0.00 Windward pressure coefficient, C: 0.80 Side pressure coefficient, C: -0.70 Parapet: Total Force of Both Parapets (x-dir.) 0.0 k Total Force of Both Parapets (y-dir.) 0.0 k Force Applied at Height (x-dir.): 15.0 ft Force Applied at Height (y-dir.): 15.0 ft Base moments and shears: Distance from ground level (z=0) to foundation: Base shear due to x-direction wind (excluding ground level): Base moment due to x-direction wind at ground level (z=0): Base moment due to x-direction wind at foundation: Base shear due to y-direction wind (excluding ground level): Base moment due to y-direction wind at ground level (z=0): Base moment due to y-direction wind at foundation: Recommended Gust Effect Factors: Damping ratio, f: 0.015 Building period, T (x-dir.): 1.00 sec Building period, T (y-dir.): 1.00 sec Gust Effect Factor, G (x-dir.): 0.85 Gust Effect Factor, G (y-dir.): 0.85 L2 I Simplified Parapet Calculations: Total Force of Both Par. (x-dir.) 0.0 k Total Force of Both Par. (y-dir.) 0.0 k Force Applied at Height (x-dir.): 15.0 ft Force Applied at Height (y-dir.): 15.0 ft 3 f 31 k -1,358 k-ft -1,266 k-ft 31 k -1,358 k-ft -1,266 k-ft Notes: Positive and negative pressures signify pressures acting toward and away from the surfaces, respectively. Refer to Figure 27.4-1, ASCE 7-10 for wind pressure diagrams. JOB NAME: JOB NO.: DATE: ENGINEER: DWG. REF.: TAB NO.: SHEET NO.: I Main Wind-Force Resisting System Wall Pressures - ASCE 7-16 I For Buildings of All Heights Buildings properties and Results: X-direction wind Y-direction wind z (user) L1 (user) L2 (user) K qz L1 L2 p F p F (psf) (ft) (ft) (psf) (k) (psf) (k) 15 0.85 22.4 55 55 27.6 -125 27.6 -125 180 1.43 37.7 55 55 39.3 -157 39.3 -157 160 1.40 36.8 55 55 38.6 42 38.6 42 140 1.36 35.8 55 55 37.8 42 37.8 42 120 1.32 34.6 55 55 36.9 41 36.9 41 100 1.27 33.3 55 55 35.9 40 35.9 40 80 1.21 31.8 55 55 34.8 38 34.8 38 60 1.14 29.9 55 55 33.4 37 33.4 37 40 1.34 27.5 55 55 31.5 35 31.5 35 20 0.0 23.7 55 55 28.7 24 28.7 24 10 0.35 22.4 55 55 27.6 15 27.6 15 0 0.35 22.4 55 55 27.6 8 27.6 8 Title: Job # Dsgnr: Date: Description: Scope: Pole Embedment in Soil Page 1 Description Post Footing General Information Allow Passive 300.00 pcf Applied Loads... Max Passive 3,000.00 psf Point Load 1,500.00 lbs Load duration factor 1.330 distance from base 8.000 ft Pole is Circular Diameter 30.000 in Distributed Load 0.00 #Ift No Surface Restraint distance to top 8.000 ft distance to bottom 0.000 ft Moments @ Surface... Point load Distributed load Without Surface Restraint... Required Cepth Press © 1/3 Embed... Actual Allowable 12,000.00 ft-# Total Moment 12,000.00 ft-# 0.00 Total Lateral 1,500.00 lbs 5.260 ft 709.33 psf 699.63 psf IM Title: Job # Dsgnr: Date: Description Scope: Steel Column Base Plate Description Base Plate Design General Information Calculations are designed to AlSC 9th Edition ASD and 1997 UBCReciuirementsj Loads Steel Section P5std Axial Load 0.50 k Section Length 5.563 in Section Width 5.563 in X-X Axis Moment 12.00 k-ft Flange Thickness 0.258 in Plate Dimensions Web Thickness 0.258 in Plate Length 12.000 in Allowable Stresses Plate Width 12.000 in Concrete f 5000.0 psi Plate Thickness 0.688 in Base Plate Fy 36.00 ksi Load Duration Factor 1.330 Support Pier Size Anchor Bolt Data Pier Length 30.000 in Dist. from Plate Edge 2.000 in Pier Width 30.000 in Bolt Count per Side 2 Tension Capacity 13.500 k Bolt Area 0.600 in2 Summary Baseplate OK Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 698.9 psi Allow peACl318-95, A3.1 Partial Bearing: Bolts in Tension = 0.3 * fc * Sqrt(A2/A1) * OF 3,990.0 psi Allow çe AISC J9 4,655.0 psi Plate Bending Stress Thickness OK Actual lb 32,443.3 psi Max Allow Plate Fb 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 6.063 k Allowab.e 13.500 k 30 in diam. Code: ACI 318-14 Units: English Run axis: About X-axis Run option: Investigation Slenderness: Not considered Column type: Structural Bars: ASTM A615 fs=0. O.5fy jJ I. P (kip) 1 flfl File: untitled.col Project: Column: f'c=2.5ksi fy 60 ksi Ec = 2850 ksi Es = 29000 ksi fc = 2.125 ksi eyt = 0.00206897 in/in e_u = 0.003 in/in Betal = 0.85 Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Engineer: Ag = 706.858 in'2 6 #4 bars As = 1.20 in A2 rho = 0.17% Xo = 0.00 in lx = 39760.8 inA4 Yo = 0.00 in ly = 39760.8 mM Min clear spacing = 10.88 in Clear cover = 3.38 in Cl CALIFORNIA DEPARTMENT OF FORESTRY and FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL REGISTERED FLAME RESISTANT PRODUCT Product Registration No EXTRA BLOCK SBDECLOTH F-94501 Product Marketed By LNET PT! (LTD) MOORSOM AVENUE, EPPING, INDUSTRY II CAPE TOWN, S. AFRICA This product meets the minimum requirements of flame resistance established by the California State Fire Marshal for products identified in Section 13115, California Health and Safety Code. The s•ope of the approved use of this product is provided inthe current edition of the CALIFORNIA APPROVED LIST OF FLAME RETARDANT CHEMICALS AND FABRICS, GENERAL AND LIMITED APPLICATIONS CONCERNS published by the California State Fire Marshal. Eire: 6/30/2021 Deputy StatG?e Marsha1 FR-S ___ (I 1I ( S3081 EXRW3OP2O23 7ftLft e P,aiLvct a44, LA-p, 1Y, 4;~& 0 0 - "I Cj - z-rn--s- - 43-G 7-/ C. - ,4-zi 3 /1 - '4-Z5 T&ö 'lb Pl y e. 4coAa /ATZ ,43c., -1h- A30', —A.-Ap, 14 S. t?c,Or,(!lO — S- ,a'z-. (90 c?-A,(4-i ,. -see 1,4 r, 5'4L €9 €- P14, i t--? rp s ,sJ -, pe) -fi,e -re ,zu4jl4- 78/i( (p t> 1) + lo (kDio FpL +a AP44 t,Mtb - S\.EJaS1NG E,isth - 8ULDG\ /2 5/16" 0 7x19 galv. wire rope cont around perimeter with dbl cable damps @ lap POST C Ahet Exeodc Fabdc CASFMNo.F.94501 - POST E N "Detail A S3-2 lyp. @ New Post POST I) 18x18' Cantilever Umbrella I VRefer te Area 4 Drawings for Umbrella Design PLAN VIEW NOTES v V-I",J<C Structure not designed for snow load accumulation, Sail/cables shall be removed prior to load accumulation Refer $3-IA for New Post Base Plate Orientation Plan —> Indicates Cable Resultant Force orientation @ Exist Connection BUIDING BEYOND pod lie See Dotal C 51-TS3-2 11 WMM I EA6v See Detail) S3 ELEVATION VIEW ~ mt i/ufti YL;i1;P LM' tXj'tr: qc' /a44Q +-t°t'0/,, U- - iri('fio)/iiq) is e 1S0 .L .'M p —) L#',-& (i4- C. P é #4tA,4L, AA 5 • ; £VeJ Of êit— e,N411. It,9 t c ftw;. L-L ii" !ps ñ 1)Vc . .1L *t#O4k)L 4A3 H d& f par -j4 7-/é e7,o.s c(4 . 74 C. /5. I' UI& *A -• e,Lt i4#/ t /d47V • op •• • 1. fip • ____ . I S.,rkMi. • • • • • . • -, a , dZ VAI L50 ,4::r - *ir 6hei lftLft '1 * A'4 Sv4L Li *7'D PA D it i1A.& t. i-. •" crY'j I rUu,t PC osh, 6-qo SWI M_( 4 fii l ?- fr,q-. 4° #jisitk . ,4'.5 M(A LM k-' (See pageC2) "4eA £j rx . 'I' P1A-O-pj P4~-/° e 5 -Ac t - /se ,1:c T?1 /(( ' YeJ £!o& fo #LbI A- 0tope( p > New f Os ! .9 5#-i L i4jrlaLQ4 $tkA '(!yD() e1iIsr*,c,-s(y V L' 75)c A 37J.. '? 7 t,O i( 1i- - Ph-ft aE ,t4j #, / 5A1 e /6' ( Cc ¶A- () —mjij,x TD(/,)CO Ewa 0 p4'. )5 /o.7cxo.7fj 7ff001Pr P1 Yet -twa!?k /%f44d. 7/tLftI i/zk / 4 c A3 /41'fA-e. - NecJ 64,,h,) t3it3;. P)4i PlAff 5.F.rlchI,(IL Fa.- P/Ai r,WcvJ&s. Awp Potb ,,'l.€ ejvww y'/,41i5 ,W.%e (gdeøf Fv e 1.f 4*Fii'ltt I4) 4Wfr5I4 /t,sn /"sL A&C 1,6We o fier 4iP. b ,'$J 3rD. 1' pjf 'W a0e Pfr" Aj^ 40- /X3Y4 fçf,—rE 1' It/ awe4 —p.kEc? I1,13e7 • 7 A AW4tS ? 0+ . -3-10*Ae - Jgg) pe —use 4+i JL#3.eqs4it4k s.j ft.J : . • • • . f"s PMjY : . S5tdv ••. • : I SD X t • 0 '?• . . • . • . x C 1i I £44- •.• S-ve • . • • S T 4U1Lt #19 # Pt/eCftD1rsi. ev Pt /.L4kZ44f?, 9%4L 1 . 13' Aftip fRc4'*l C-ac, -tlpD 17 frf2 ti'i4t c" • ALA $frt(.. t. tQUji4 4 £•L#/ S.r,tJI jjCh' • - • J • -'°,czIi • • • • qje 4i I J AAV 9# 07. .O4') • •• .• •• • •• J,5J24La4,I1) Aj...,L S VW gO AftAl )§-X / 10 / 9 11 12 7 13 Envelope Only Solution CCI SK-1 JLM lonis Area 3 July 26, 2021 at 3:08 PM cc-ionis a3_18x18 cant umrella+hy... / /ci 7 M17 mg M5 / / ------- /\\ / Ml C Envelope Only Solution CCI SK-2 JLM lonis Area 3 July 26, 2021 at 3:09 PM cc-ionis a3-18x18 cant umrella+hy... Designer : JLM July 26, 2021 Company : CCI : 3:09 PM 111RISA Job Number ANEMETSCHEK COMPANY Checked By: Model Name : lonis Area (Global) Model Settings Display Sections for Member Calcs 10 Max Internal Sections for Member Calcs 100 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (in A2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration (ftlsec"2) 32.2 Wall Mesh Size (in) 12 Eigensolution Convergence Tol. (1.E-) 3 Vertical Axis Y Global Member Orientation Plane XZ Static Solver - Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th(360-10): ASD Adjust Stiffness? Yes(Tau=1 .0) RlSAConnection Code AISC 14th( 60-10): ASD Cold:FormedSteel Code AISI SI00-12: ASD Wood Code AWC NDS-12: ASD Wood Temperature <IOOF Concrete Code ACI 318-11 Masonry Code, ACI 530-13: ASD Aluminum Code AA ADM I-lO: ASD - Building Stainless Steel Code AISC 14th(360-10): ASD Adjust Stiffness? I Yes(Iterative) Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) 65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min I Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Mm % Steel for Column 1 Max % Steel for Column 8 RISA-3D Version 17.0.4 [DA ... \...\ ... \Risa\cc-ionis a3— 18 cant umrella+hypar pt load.r3d] Page 1 Designer : JLM July 26, 2021 IIIRISA Job Number Company : CCI : 3:09 PM ANEMETSCHEKCOMPANY Checked By: Model Name : lonis Area (Global) Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation (ft) Not Entered Add Base Weight? Yes CtX .02 CtZ .02 T X (sec) Not Entered T Z (sec) Not Entered R 3 R 3 CtExp X 75 Ct Exp. Z .75 SD1 I SIDS I Si 1 TL (sec) 5 Risk Cat I or II Drift Cat Other mZ r OmX 1 dZ 4 CdX 4 Rho 1 Rho 1 - Hot Rolled Steel Properties I rI;1 r rt..;, ii...- _..1_. A36 - 29000 - 11154 .3 .65 L'"'' .49 L''' 36 '7 1.5 L" 58 1.2 2 A572Gradè50 29000 11154 - .3 .65 -- .49 50 1.5 58 1.2 A992 29000 11154 .3 .65 .49 50 1.5 58 1.2 _4... A500_42 - 29000 - 11154 .3 .65 .49 42 1.5 58 1.2 A500_46 -29000 11154 .3 .65 .49 46 1.5 58 1.2 General Material Properties - _L. aen Conc3NW L'' 3155 "•I 1372 II .15 IIIIW IIIL,J UI .6 LJeIIILVIIJII.)J .145 2 yen_Conc4NW 3644 1584 .15 .6 .145 3 aen Conc3LW 2085 906 .15 .6 .11 gen_Cônc4LW 2408 1047- - - - .15 .6 .11 5 yen _Alum 10600 4077 .3 1.29 .173 Joint Coordinates and Temperatures - Eu I I II.II!uI •i1tIII•d1,]iiIPJFI Eu I rsi I I Eu Eu 4 4 I Eu I. 4 I Eu E. IU I RISA-39 Version 17.0.4 [DA ... \...\... \Risa\cc-ionis a3_18x18 cant umrella+hypar pt load.r3d] Page 2 Designer : JLM July 26, 2021 Company : CCI : 3:09 PM 111ROSA Job Number ANEMTSCHEKCOMPAN Checked By: Model Name : lonis Area _..._.......... Joint Coordinates and Temperatures (Continued) Joint Boundary Conditions Joint Label X Fk/in] Y [k/in] Z [k/m1 X Rot.Fk-ft/rad] Y Rot.Fk-ftlradl Z RotJk-ft/rad] 1 N13 I Reaction Reaction I Reaction I Reaction Reaction I ReactionJ Member Primary Data I .I. ...I I I...;.4 I I.....+ If I.i* Q+,niCk,,n I i* RiIfriI flirin P 1 1 Ml N2 PIPE 6.0 Column Pine A500 42 Typical . M2 N3 PIPE 6.0 Column Pipe A500_42 Typical 3 M3 N8 pi-30 10 Beam Pipe A36 Typical _4_ M4 PN2 N9 pi-30_10 Beam Pipe A36 Typical 5 M5 NIO p1-30 10 Beam Pipe A36 Typical M6 Nil I pi-30_10 Beam Pipe A36 Typical 7 M7 N8 N4 p1-30 10 Beam Pipe A36 Typical ...L. M8 N9 N5 p1-30_1 0 Beam Pipe A36 Typical 9 M9 NIO N6 pi-30 10 Beam Pipe A36 Typical 10. MiO Nil N7 pi-30_10 Beam Pipe A36 Typical II Mil N4 N6 1.5-rod Beam None A36 Typical 12. M12 N6 N7 1.5-rod B.rn None A36 Typical 13 M13 N7 N5 1.5-rod Beam I None A36 Typical ii M14 N4 1.5-rod Beam I None A36 Typical 15 M15 N8 N2 p1-2.5 12 VBracej Pipe A36 Typical Ii. M16N9-N2 pi-2.5_12 VBracej Pipe A36 Typical 17 M17 N10 N2 p1-2.5 12 VBrace I Pipe A36 Typical 18 M18 NI1. N2 p1-2.512 _VBracej Pipe A36 Typical 19 M19 Ni N12 / 4S59 Beam Pipe A500 42 1 Typical 20 M20 N13 N12 L PIPE 10.0 Volumnj Pipe A500 -42 1 Typical - Member Advanced Data I nhpl I i ppi,.mcp I flfff1in1 I flfffrh1 TI(' flnlv PhuiriI rfl Pf AnIviQ Inmrfiva RaiQmir 1 MI Yes ** NA ** None 2 M2 Yes ** NA ** None 3 M3 Yes — None 4 M4 Yes None 5 M5 Yes None 6 M6 Yes None 7 M7 Yes None 8 M8 Yes None M9 Yes _____ _______ __________ None 10 MIO Yes None jt Mil BenPIN BenPIN Yes Exclude None 12_ MI2 BenPIN BenPIN Yes Exclude None 13 M13 BenPIN BenPIN Yes Exclude None 14 M14 BenPIN BenPIN Yes Exclude None 15 M15 BenPIN BenPIN Yes ** NA ** None j M16 BenPIN BenPIN Yes ** NA ** None JL M17 BenPIN BenPIN Yes ** NA ** None 18 M18 BenPIN BenPIN Yes ** NA ** None JL M19 Yes None 20 M20 Yes ** NA ** None RlSA-31D Version 17.0.4 [DA ... \ ... \ ... \Risa\cc-ionis a3_18x18 cant umrella+hypar pt load.r3d] Page 3 Designer : JLM July 26, 2021 IIIRISA Job Number Company : CCI : 3:09 PM AIMETSCHEK COMPANY Checked By:_ Model Name : lonis Area Hot Rolled Steel Design Parameters Label I PnothIftl LbvvIftl Lbzzrffl Lcomtnocft"comø botrfthl-tora.. Kw Kzz Cb Function 1 Ml PIPE 6.0 1.93 Lbvv Lateral 2 M2 PIPE 6.0 2 Lbyy - Lateral 3 M3 p1-30 10 6.951 Lbvv -Lateral _4._ M4 pi-30_10 6.951 Lbyy Lateral 5 M5 p1-30 10 6.951 Lbvv -Lateral 6 MIS pi-3010 1 6.951 Lbyy Lateral 7 M7 pi-3010 1 5.816 Lbvv -Lateral _M8 pi-3010 5.816 _Lbyy JLateral 9 M9 p1-30 10 5.816 Lbvv -Lateral 10 Mb pi-30 10 5.816 _Lbyy .ateral 11 Mu 1.5-rod 18 bvv -Lateral 12. M12 -rod _1.5 18 Lbyy __. - Lateral ..i... M13 -rod _1.5 18 Lbvv -Lateral 1.4... M14 1.5-rod 18 Lbyy -Lateral ii M15 p1-2.5 12 7.36 Lbvv -Lateral 16 M16 pi-2.512 736 Lbyy .ateral - IL M17 pi-2.5 12 7.36 Lbw I -Lateral I& M18 pi-2.5_12 7.36 Lbyy -Lateral ii. M19 HSS7.500... 10.198 Lbvv Lateral - 20 M20 '-I 1 8 1 - .ateral Joint Loads and Enforced Displacements (BLC I : dead) Joint Loads and Enforced Displacements (BLC 3: wind x) Joint Label L.D.M Direction Maonitudel(k.k-ft). (inradL (k*s 2/fi. N5 . X .125 N4 L X .125 N6 X .125 -N7 L .125 N3 L X .75 N12 L X 2.805 _L N12 L Z 2.805 Joint Loads and Enforced Displacements (BLC 4: wind z) Joint Label LDM Direction MannitudpF(k k-ffl (in ri1 (k*sA2/ft _L. N5 L Z .125 N4 L Z .125 _.L N6 L Z .125 N7 .125 N3 L Z .75 N12 L X 2.805 N12 L Z 2.805 Joint Loads and Enforced Displacements (BLC 5: Uplift) Joint Label L.D.M Direction Magnitudel(k.k-ft) (in.rad), (k*sI2Ift... I 1 I NI I I I 5 RISA-31D Version 17.0.4 [DA ... \...\... \Risa\cc-ionis a3_18x18 cant umrella+hypar pt Ioad.r3d] Page 4 Job Number : JLM July 26, 2021 I!Rs DesignerMI4. rA Company : CCI 09 PM AEMETSCEK COMPANY Model Name : lonis Area Checked Member Point Loads Member Label Direction Macinitude[k.k-ft] Locationrft.% I No Data to Print Member Distributed Loads (BLC 3: wind x) Member Distributed Loads (BLC 4: wind z) Member Distributed Loads (BLC 6: BLC I Transient Area Loads) MmhrI nhal flirptun Rfrf Mrinitiidafk/ft Fnd Mnnitijde1k/ft F Sthrt I ncfinn1ft 0/.1 Fnd I ôctinn1ft 0/ni 1 M7 - V - -.00097 -.600503 0 - 1.309 _... M7 Y 1 -.000503 -.000177 1.309 2.617 3 M7 Y -.000177 -5.7e-5 2.617 3.926 4 M7 Y -5.7e-5 le-6 3.926 5,234 5 M8 Y -.00097 -.000503 0 1.309 M8 Y -000503 -000177 1.309 2.617 7 M8 Y -.000177 -5.7e-5 2.617 3.926 A... M8 Y -5.7e-5 le-6 3.926 5.234 9 M14 Y -1.2e-5 -6.3e-5 0 2 10 M14 Y -6.3e-5 -.000119 2 4 11 MU Y -.000119 -.000185 4 6 IL MU Y -.000185 -.000259 6 8 Ii MU Y -.000259 -.000259 8 10 14 MU Y -.000259 -.000185 10 12 I. MIA Y -.000185 -.000119 12 14 16 M14 . Y -.000119 -6.3e-5 14 16 17 M14 Y -6.3e-5 -1.2e-5 16 18 18 M3 Y -8.7e-5 -.000228 0 1.39 Ii M3 Y -.000228 -.000442 1.39 2.781 20.. M3 Y .000442 -000461 2.781 4.171 21 M3 Y -.000461 -.000234 4.171 5.561 22... M3 Y -000234 -31e-5 5.561 6.951 .21 M4 Y -4e-5 -.000135 .695 1.946 .2.4... M4 Y -.000135 -.000185 1.946 3.198 25 M4 Y -.000185 -.000164 3.198 4.449 - M4 Y -.000164 -9.1 e-5 4.449 5.7 27 M4 Y -9.1e.5 -8e-6 5.7 6.951 28 M9 Y -.00097 -.000503 0 1.309 29 M9 Y -.000503 -.000177 1.309 2.617 30 M9 Y -.000177 -5.7e-5 2.617 3.926 31 M9 Y -5.7e-5 le-6 3.926 5.234 32 Mil Y --1.2e-5 -6.3e-5 0 2 33 Mil Y -6.3e-5 -.000119 2 4 34 M11 Y:. -.000119 -.000185 4 6 35 Mil V -.000185 -.000259 6 8 36 M1.1 V -.000259 -.000259 8 10 37 Mil V -.000259 -.000185 10 12 Mil V -.000185 -.000119 12 14 39 Mu V -.000119 -6.3e-5 14 16 RISA-31D Version 17.0.4 [DA ... \...\... \Risa\cc-ionis a3_18x18 cant umrella+hypar pt load.r3d] Page 5 July 26, 2021 IIRISA Designer JLM 3:09 PM I Job Number Company : CCI : Checked By: ANEMETSCHEK COMPANY Model Name : lonis Area 3 . Member Distributed Loads (BLC 6: BLC I Transient Area Loads) (Continued) Member Label Direction Start Mnnitiit1erk/fi Fnrl Mnnitiidrk/ft 1 trt I rfinnrft 041 Pnrl I n,.finnrfi o/, 4J M11 Y -6.3e-5 -1.2e-5 16 18 41 M5 V -4e-5 -.000135 .695 1.946 42 M5 Y -.000135 -.000185 1.946 3.198 43 M5 V -.000185 -.000164 3.198 4.449 ..41 M5 .' V -.000164 -9.1 e-5 4.449 5.7 45 M5 V -9.1 e-5 -8e-6 5.7 6.951 46 MIO V -.00097 -.000503 0 1.309 47 MIO V -.000503 -.000177 1.309 2.617 48 MIO V -.000177 -5.7e-5 2.617 3.926 49 MIO V -5.7e-5 le-6 3.926 5.234 50 M12 V -1.26-5 -6.3e-5 0 2 j. M12 Y -6.3e-5 -.000119 2 4 52 M12 Y - -.000119 -.000185 4 6 53 M12 V -.000185 -.000259 6 8 54 M12 V -.000259 -.000259 8 10 55 M12 V -.000259 -.000185 10 12 56 M12 V -.000185 -.000119 12 14 57 M12 -.000119 -6.3e-5 14 16 58 M12 Y -6.3e-5 -1.2e-5 16 18 59 MS V -4.3e-5 -.000114 0 1.39 60 M5 Y -.000114 -.000221 1.39 2.781 61 MS V -.000221 -.00023 2.781 4.171 62 M5 V -.00023 -.000117 4.171 5.561 63 M5 V -.000117 -1.5e-5 5.561 6.951 64 M6 V -7.9e-5 -.000271 .695 1.946 M6 1 V -.000271 -.00037 1.946 3.198 66, M6 V -.00037 -.000329 3.198 4.449 67 M6 V -.000329 -.000182 4.449 5.7 68- M6 V -.000182 -1.6e-5 5.7 6.951 69 M4 V -4.3e-5 -.000114 0 1.39 70 M4 V -.000114 -.000221 1.39 2.781 11 - M4 V -.000221 -.00023 2.781 4.171 72 M4 V -.00023 -.000117 4.171 5.561 73 M4 V -.000117 -1.5e-5 5.561 6.951 14 M13 V -1.2e-5 -6.3e-5 0 2 75 M13 V -6.3e-5 -.000119 2 4 76 M13 V -.000119 -.000185 4 6 ..17 M13 V -.000185 -.000259 6 8 78 M13 V -.000259 -.000259 8 0 ii. M13 V -.000259 -.000185 10 2 80 M13 V -.000185 -.000119 12 14 182 M13 V -.000119 -6.3e-5 14 16 M13 V -6.3e-5 I -1.2e-5 16 18 -Member Distributed Loads (BLC 7: BLC 2 Transient Area Loads) Member Label Direction Start Mr,nitrIrk/f+ .,,1 C 4.... I ------- - M7 V -.067 _.. .........LdIL -.035 LuI.dtlu:IIlL./ol 0 End LoCaUOflIfl.70 1.309 M7 f V -.035 - - -.012 1.309 2.617 3 M7 V -.012 -.004 2.617 3.926 M7 -- - -.004 8.1 e-5 - -3.926 5.234 5 M8 V -.067 -.035 0 1.309 - -M8 -V -.035 --.012 - 1.309 2.617 L.. M8 V -.012 -.004 2.617 3.926 8 M8 V___- -.004 8.1 e-5 3.926 5.234 M14 V -.000801 -.004 0 2 -M14 __' Y -.004 __- -.008 - -2 4 RISA-3D Version 17.0.4 [DA ... \ ... \...\Risa\cc-ionjs a3_18x18 cant umrella+hypar pt Ioad.r3d] Page 6 Designer : JLM July 26, 2021 Company : CC[ Job Number : 3:09 PM IIIRISA ANEMETSCHEK COMPANY Checked Model Name : lonis Area 3 Member Distributed Loads (BLC 7: BLC 2 Transient Area Loads) (Continued) Rilkr I k.1 fli,,*inn frf RArinitiir1rk/fi cnd Meinitiid1k/ff F Sfrt I r'tiAflFfi O/, Fnrl I ntinnFft %j IL M14 Y -.008 -.013 4 6 IL M14 Y -013 -.018 6 8 13 M14 Y -.018 -.018 8 10 IL M14 Y -.018 -.013 10 12 Ii. M14 Y -.013 -.008 12 14 16 M14 Y -.008 -.004 14 16 IL M14 Y -.004 -.000801 16 18 IL M3 Y -.003 -.009 .695 1.946 Ii. M3 Y -.009 -.013 1.946 3.198 20 M3 Y -.013 -.011 3.198 4.449 it. M3 Y -.011 -.006 4.449 5.7 22 MS Y -.006 -.000549 5.7 6.951 23 M4 . Y -.003 -.008 0 1.39 i4. ' M4 Y -008 -015 139 2.781 25 M4 Y -.015 -.016 2.781 4.171 M4 Y 11 -016 -008 4171 5.561 27 M4 V -.008 -.001 5.561 6.951 28 M9.V -.067 -.035 0 1.309 29 M9 V -.035 -.012 1.309 2.617 30 M9 V -012 -004 2.617 3.926 fl M9 Y -004 8.1 e-5 3.926 5.234 32 Mil Y -000801 -004 0 2 33 Mil Y -.004 -.008 2 4 34 Mil Y -.008 -.013 4 6 35 Mil Y -.013 -.018 6 8 36 Mil V -.018 -.018 8 10 37 Mil Y -.018 -.013 10 12 IL. Mil V -.013 -.008 12 14 39 Mil Y -.008 -.004 14 16 40 Mil Y -.004 -.000801 16 18 At M3 Y -.003 -.008 0 1.39 42 M3 y: -.008 -.015 1.39 2.781 43 M3 Y -.015 -.016 2.781 4.171 44 M3 V -016 -008 4.171 5.561 45 M3 Y -.008 -.001 5.561 6.951 46 MS Y -.006 -.019 .695 1.946 47 M5 Y -.019 -.026 1.946 3.198 48 M5 V -.026 -.023 3.198 4.449 .41. M5 V -.023 -.013 4.449 5.7 50 M5 Y . -.013 -.001 5.7 6.951 IL MID V -.067 -.035 0 1.309 52 MiD V -.035 -.012 1.309 2.617 53 MID V -.012 -.004 2.617 3.926 MID V -.004 8.1e-5 3.926 5.234 55 M12 V -.000801 -.004 0 2 56 M12 V -.004 -.008 2 4 57 M12 V -.008 -.013 4 6 ,58 M12 V -.013 -.018 6 8 59 M12 V -.018 -.018 8 10 60 M12 'V -.0I8 -.013 10 12 61 M12 V -.013 -.008 12 14 Z. MI2 V -.008 -.004 14 16 63 M12 V -.004 -.000801 16 18 4. M6 V -.006 -.016 0 1.39 65 M6 V -.016 -.031 1.39 2.781 66 M6 V -.031 -.032 2.781 4.171 67 M6 V -.032 - -.016 4.171 5.581 - RISA-3D Version 17.0.4 [DA ... \ ... \...\Risa\cc-ionis a3_18x18 cant umrella+hypar pt Ioad.r3d] Page 7 Designer : JLM July 26, 2021 Company : CCI Job Number : 3:09 PM IIIRISA Checked By: ANEMETSCHEK COMPANY Model Name : lonis Area - Member Distributed Loads (BLC 7: BLC 2 Transient Area Loads) (Continued) -----------------------------------------------------------------------------------------------------------.11 - 68 M6.' -- Y -.016 -.002 5.561 6.951 69 M4 Y -.003 -.009 .695 1.946 10 M4- Y -.009 -.013 1.946 3.198 .11.. M4 Y -.013 -.011 3.198 4.449 72 M4 Y -.011- -.006 4.449 5.7 j.. M4 Y -.006 -.000549 5.7 6.951 14_ M13 Y -.000801 -.004 0 2 .i. M13 Y -.004 -.008 2 4 76 M13- V -.008- -.013 4 6 ..ZL M13 V -.013 -.018 6 8 78 M13 - - V -.018 -.018 8 10 19... M1:3 Y -.018 -.013 10 12 80 -MI-3 V__- --.013 --.008 12 14 81 M13 Y -.008 -.004 14 16 82 M13 V -.004 -.000801 16 18 Member Area Loads (BLC I : dead) ..- N4 N8 N9 N5 Y Two Way -7.2e-5 _2 "N8 -NI N9 - Y Two Way -7.2e-5 3 N4 N6 N10 N8 Y Two Way -7.2e-5 _4_ N8 - NIO - NI Y Two Way -7.2e-5 5 N6 N7 Nil N10 Y Two Wav -7.2e-5 _.L. -NI'___- - Nb --Nil V Two Way -7.2e-5 :7:]-N9 - -Ni Nil Y Two Way -7.2e-5 8 1 -N9 -- --Nil - N7 - N5 I V Two Way -7.2e-5 Member Area Loads (BLC 2:canopy live) A t.:.., 0 ..:._s es •_ ... - 1 N4 N8 - N9 N5 V LAIOLI I&J41LIIJII Two Way IVIOUIIILUUCIfl.DII -.005 N8_- NI - N9 V Two Way -.005 3 N4 N6 NIO N8 V Two Way -.005 4- -- -N8 __- MO _Ni --- Y _- Two Way -.005 5 N6 N7 -Nil NIO V Two Way -.005 _L.. V - Two Way --.005 NI-___NI N9 NI 0 __-: NIl V Two Way -.005 -_N9 -- 1 , N11 -_N7 N5 V I Two Way -.005 Basic Load Cases P1 t' -..•....... __. - - . - - dead DL -I 2 r1.IIIII rJI(III.?UL. Med(IVI.. 8 -Urlde. 2 canOpy live - - RLL 8 3 wind WLX 7- 2 4 wind z - WLZ - _____ _____ 7 2 UDlift 00 I 6 IBLC 1 Transient A.. - - None - - 82 7 BLC2 Transient A.. None 82 RISA-3D Version 17.0.4 [D:\ ... \...\... \Risa\cc-ionis a3_18x18 cant umrellai-hypar pt Ioad.r3d] Page 8 Job Number Designer : JLM July 26, 2021 IIRISA. Company CCI : 3:09 PM ANEMETSCHEK COMPANY Checked By:_ Model Name : lonis Area Load Combinations I rr Lr3 01 f' DI I' DI f' DI (',+ DI (',-4 DI ('.,,-+ DI f' ,4 DI ('C.-+ DI ( ,-* P1 ('+ Envelope Joint Reactions v rbi I f' V fl,1 I f' 7 rI,, I r' IIV ri,_f+, If' RAV rI,_.1 I (' RA7 rk_f*i I C' I N13 max l 2.455 19 3.027 3 2.455 20 24 587 3 7.845 5 24.912 _2 min I -2.775 5 -2162 17 1 -2.775 6 -48.456 18 -7.846 7 -22.346 19.J 3 Totals: max l 2.455 19 3.027 3 1 2.455 20 4 mm 112175 5 -2.16) 17 1 -2.775 6 - Envelope Joint Displacements WM V r;,1 I C' V mi I 1' 7 r,i I C' V D,++i.,n It' V D,s*,4i.n I C' 7 r I C' I NI max 1.217 5 1 3.168 181 1.291 18 1 3.384e-2 18 8.355e-3 j. 7.539e-3 Ji _L.. .min -1.178 i -2.524 ... -.9 3. -2.715e-2 3 -8.353e-3 5 -7.954e-3 L 3 N2 max 1.407 5 3.168 18 2.081 j. 3.435e-2 18 8.355e-3 .. 7_ 8.045e-3 11 _4_ min-. -1.359 j -2.524 3 -1.528 .. -2.713e-2 3 -8.353e-3 5 -8.459e-3 5 5 N3 max 1.614 5 3.168 18 2.909 18 3.456e-2 18 8.355e-3 1.. 8.256e-3 i 'min -1.556 19 1 -2.524 3 -2.179 3 -2.713e-2 3 -8.353e-3 5 -8.669e-3 ..L 7 N4 max 2.029 5 6.998 18 1.29 19 3.266e-2 18 8.342e-3 19 8.406e-3 7.. 8 min 1 -1.991 j -5.673 3 -.569 3 -3.007e-2 3 -8.415e-3 . -6.633e-3 11 9 N5 max 1 .224 5 .427 5 1.287 19 3.419e-2 18 8.316e-3 .L. 8.361e-3 L 10 , jfl -.188 i. -1.288 j -.581 3 -2.397e-2 3 -8.419e-3 L -6.677e-3 17 11 N6 max 2.024 5 6.489 j. 1.629 17 3.266e-2 18 8.407e-3 _7 6.324e-3 ii 12 i'm -1.994 j -5.732 .& -.769 it -3.01e-2 3.. -8.337e-3 j -8.93e-3 13 N7 max .22 5 .32 fl 1.626 17_ 3.419e-2 18 8.408e-3 7 6.359e-3 19 14 .min -.191 j -1.267 IL -.779 It -2.4e-2 .3 -8.309e-3 1.7. -8.872e-3 L 15 N8 max 1.653 5 5.31 .i. 1.068 18 3.352e-2 18 8.387e-3 j.... 7.941e-3 L jjji -1.621 j -4.108- -73 .1 -2.83e-2 .1 1 -8.371 e-3 5 -7.52e-3 1.7 17 N9 max .674 5 1.486 17 1.069 18 3.411e-2 18 8.336e-3 7 7.923e-3 7_ it. in -.639 j. -.919 .1..1 '-.724 L -2.585e-2 ... -8.318e-3 j -7.536e-3 17 19 NIO max 1.659 5 5.033 181 1.369 17 3.352e-2 18 8.374e-3 7 7.209e-3 j 20. mm -1.618 19 '-4.139 3 -.73 3 -2.833e-2 3 -8.387e-3 5 -8.463e-3 .L 21 Nil max .674 5 1.199 19 1.369 17 3.411e-2 18 8.322e-3 .L 7.222e-3 .ii 22 min- -.639 '19 -.953 -.724 -2.589e-23-8.335e-35-8.44e-3 23 N12 max .281 5 0 20 .657 ii 1.245e-2 1182.683e-3 j 4.159e-3 24 1., mm. -.254 1191 001 . -.395 ..3 -8.323e-3 ... -2.683e-3 -4.58e-3 , - RISA-3D Version 17.0.4 [DA ... \..... \Risa\cc-ionisa3_18x18 cant umrella+hypar pt load. r3d] - Page 9 - Job Number Designer : JLM July 26, 2021 IIRISA. Company : CCI : 3:09 PM ANEMETSCHEK COMPANY Checked By: Model Name : lonis Area ................ Envelope Joint Displacements (Continued) Envelope Member Section Forces RAkr ,' AviIrk I ( ,Shrrk1 I ( , Shrrk1 I (' Tnrniirk- I C v-v Mnmp [C z-z Mome [C _i_ Mi 1 ImaxI 1.725 _.L 234 17_ 242 j 0 Ij 1.333 18 1.344 1 17 2 -Iminl 324 -.235 19 -.228 0 -1.357 8 -1 345 1 9_ 3 _ 2 m 1.721 3 .234 17 .242 - 0 11 1.284 18 1.294 IL 4 _ mm .322 I. -.235 11. -.228 j 0 _9_ -1.305 8 -1.295 19 _ - 3 m 1.717 3 .234 17 .242 8 0 Ii 1.235 18 1.244 IL 6 _ ___ mm .32 i. -.235 j -.228 II 0 _L -1.254 8 -1.244 19 7 _ 4 ma 1.713 3 .234 17 .242 _L 0 11 1.186 18 1.193 IL 8 _ - min 318 18 -.235 19 -.228 18 0 9 -1.2Q2 8 -1194 19 _L _ m 1.709 3 .234 17 .242 8 0 11 1.137 18 1.143 17 10 _________ _ mm 315 18 1 -.235 19 -.228 I& 0 . -115 8 -1144 j 11 6 Imax, 1.706 3 .234 17 .242 8 0 11 1.089 18 1.093 IL jp .313 18 -.235 19• -.228 j 0 .._9 -1.098 8 -1.093 j 13 - 7 ImaxI 1.702 3 .234 17 .242 _L 0 11 1.04 18 1 1.043 IL 14 mm 311 j -.235 19 -.228 J& 0 _9_ -1.046 8 1 -1.043 19. 15 J_ max 1.698 3 .234 IL .242 .L 0 Ii .991 18 .992 IL 16 mm 309 IL - 235 I -.228 IL 0 . -.994 8 -.992 II. Ii 9 max 1.694 3 .234 17_ .242 ...L 0 Ii .942 18 .942 IL IL thir .306 IL -.235 Ii .228 11 0 _L -.943 8 -.942 ..19.. 19 _________ jQ max 1.69 3 .234 17 .242 _L 0 11 .893 6 .892 .L min, .304 JI -.235 ._j9-_.-.228 IL 0 _9.. -.891 20 -.892 _L. 21 _________ M2 - I_ max- .035 16 .45 .j. .45 20 0 20 .902 6 .9 _L min .021 17 -.45 7 -.451 .... 0 J_ -.899 20 -.9 _.L 23 2_ ma .031 16 .45 5 .45 20 0 p_ .802 6 .8 _L mm 019 17 -L.45 ..j -.451 - 0 1' 799 20 -.8 _L 25 3 max .028 16 .45 5 .45 20 0 20 .701 6 .7 5 mm 017 .11 -45 i -.451 _L. 0 _.t. -7 _2 -7 _L. 27 _4_ mx .024 IL .45 L. .45 jQ 0 .20 .601 _j_ .6 L 28 I ml,' .014 17 -.45 7 -.451 6 0 1 -.6 20 -.6 7 29 5 max .02 .45 20 0 20 .501 .5 .L. 30 min 012 17 -451 6 0 1 -5 20 -5 7 31 L max- .016 16a45 16 .45 2Q 0 20 .401 .4 L mm 009 Ii - 451 6 0 i -4 20 -4 L x .012 j LL .45 2Q 0 2Q .301 _._. .3 ....L 34 mm 007 Ii -45 ..j_ -A51 ..L 0 _L -.3 20 -.3 ._L 35 ..L m .008 16 .45 . .45 jQ 0 .20... .2 _L .2 5 36 mi .005 17 -.45 7 .451 . 0 I_. -.2 20. -.2 L 37 9 m x .004 IL .45 L .45 20 0 20 .1 6_ .1 min _.002 Il.. -.45 ._L. -.451. _ 0 _L. -.1 _20. -.1 _L 39 10. Imax, 0 20 .45 ...L .45 ..20 0 .20 0 .20. 0 20... 40 -min 0 1 -45 Z - 451 0 j..... 0 .j 0 _L _41 M3 I max -.347 18 .028 _ .002 _ 6 .002 I .02 3 .018 i 42 mm -2 091 .. - 019 - 006 L -.002 j -.009 6_. -.077 . _43 ..L ma -.347 18 .021 3 .002 6 .002 19 .016 3 .012 19 44 - mm -2.091 3 -.023 .....L1 -.006 _. -.002 _L -.007 6_ -.061 . _45 _a m -.347 IL .009 11 .002 _._ .002 J. .012 _a .009 11 46 min 1 -2.09 _L -.027 L -.006 3 -.002 ..L. -.005 6 -.048 IQ _4L _________ .j 'i -.347 i .001 J9 .002 .002 I .008 _L .007 11 _4& mm -2 088 j_ - 031 - 006 L. - 002 _L - 004 _. - 035 _L 49 5 m -.347 18 -.001 11 .002 . .002 Ii. .003 _. .01 8 mm -2.086 . - 044 I.0 - 006 3. - 002 j. - 002 _L - 016 _3_. RISA-31D Version 17.0.4 (DA ... \...\... \Risa\cc-ionis a3_18x18 cant umrella+hypar pt Ioad.r3d] Page 10 : JLM July 26, 2021 IIRs Designer4.Job Number Company : CCI : 3:09 PM ANEMETSCHEK COMPANY Checked By:_ Model Name : lonis Area Envelope Member Section Forces (Continued) Rfl,kr Q., A vi. Irk1 I ( u hrrk1 I C , hrFk1 I C ThrntiFk- - I C v-v MnmA. LC "-z Mome. [C 51 6 max -.346 18 -.004 19 .002 6 .002 19 .001 17 .034 _._ 52 mm !'-2.084, 3 -.064 10 -.006 . - 002 8 -.001 3 009 Ii 53 _Z_ ma -.346 ii -.006 19 .002 6 .002 19 .002 5 .09 10 54 mm -2.082 -. -.087 .. -.006 _. -.002 -L -.005 3 .013 ..i m.?c -.346 Ii -.009 19 .002 .1... .002 Ii .003 6 .161 10 56 1 ... mm -2.08 3 -.107 _L -.006 3 -.002 ..8 1 -.01 3 .018 Ii 57 - .î ImaxI -.346 Ii -.011 1 I .002 _j...1 .002 .19.. 1 .005 6 1 .244 mm -2.079 ..... -.121 _L -.006 ..L -.002 _.&. -.014 3 .026 11. 59 10 max -.346 18 -.014 19 .002 6 .002 19 .006 6 .341 _L. --min --2.079 ... -.129 I -.006 ....L .002 _L -.018 3 .036 _19.. t M4 i_ m -.392 IL .027 10. .002 ..j .002 .IL .02 3 .02 Ii 62 !flID -2.005 3 1, -.019 A. -.,006 .1.. ,-,002 ....&. -.01 5 -.077 _L 63 max -.392 17 1 .02 10 .002 5 1 .002 Il .016 3 .014 Ii. 64 _min -2.004 .... -.023 .L -.006 ...L -.002 A.. -.008 5 -.061 _L 65 3max -.392 17 .009 10 .002 ....L .002 1.1 .012 3 .009 Ii L. mm -2.003 _I.. -.027 _j_ -.006 _..&.. -.002 _&. -.006 ..._ -.048 12_ 67 4 max -.392 17 .002 18 .002 _.L .002 IL .008 .._ .006 .i 68 mm -2.002 . -_031 ..L -_006 .... -_002 8 -_004 _ -.035 I2_ 69 5 max -.391 17 0 .002 .. .002 IL .003 _. .009 _L. 10. mm -2 3 -_043 9 -_006 3 -_002 .L -_002 ... -_01 L 71 6 max -.391 17 -.003 18 .002 ....L .002 IL 0 _& .033 _L. 72 min -1.998. ..i. -.065 ..L -.006 ....L -.002 ...L. -.001 3 . .007 Ii 73 7 max -.391 17 -.005 18 .002 5 .002 17_ .002 5 .091 ..L 74 min -1.996 3 -09 3. -.006 .i.. -_002 _.L -_005 3_. 01 IL 75 8 max -.391 17 -.007 Ii .002 .... .002 IL .004 .._ .169 ....L ...±nin -1.994 .-.11 3 -.006 .._ -.002 8 -.01 .._ .014 I 9 max -.391 17 -.01 18 .002 .A.. .002 Ii .006 .._. .259 ._& 78 mm -1.993 ....L - _124 A.. -_006 ...L -.002 ...L. -.014 021 IL 79 10 -.391 IL -.012 Ii .002 .... .002 IL .008 .._ .358 _L 80 _________ jj -1 993 3 -_132 -_006 ...... -- -_002 _L -_018 ..._ 03 Ii 81 MS - .j_max -.349 j.. .018 _.9_. .005 ....... .002 ..j.... .01 6_ .018 IL 82 . mm -2.108 3 -.019 7 -.003 6 -.002. 17 -.02 3 -.077 7 83 2 max -.349 18 .014 9 .005 3 .002 8 .008 6 .012 IL 84.. mm -2.107 _L -.023 .j_ -.003 ....L. -.002 IL -.016 3_ -.061 7 m? -.349 Ij. .004 L .005 ..... .002 ..L .006 _L_ .008 IL 86 1mm -2 106 ...L.1 -.027 L.1 -.003 .&. -_002 IL -.011 3 -.05 10 87 4 max -.349 18 .001 17 .005 3 1 .002 8 .004 6 .007 IL 88 mm -2.105 A. -_031 ..i_ :003 .. -_002 IL1 -_007 3 1 -.033 .11 1. Imax, -.348 18 -.001 Ii .005 ._ .002 _L .002 6 .01 A 90 1 thfl 1 -2.103 j -.046 10. -.003 6 -.002 IL -.003 3- -.009 3 91 6 rj -.348 Ii -.004 _17 .005 ._ .002 ._L .001 3 .038 .10 92 mm -2.101 _L -.065 J -.003 _&. -.002 IL 0 19 009 17 93 ..Lm -.348 18 -.006 1_17 .005 .. .002 ..j.... .005 3 .095 10 94 min -2.1 3 -_085 _.L -.003 6 -.002 IL -_002 6 013 IL 95 A.. m -.348 fl. -.009 IL .005 3 .002 ...j_ .009 3 .164 10L • mm -2.098 3- -.103 _.L. -.003 .. -.002 IL -.004 6 .019 IL 97 9 -.348 Ii -.011 IL .005 ... .002 ....L .013 3 .247 ._ 98 mm -2.097-1 .L -_116 -_003 A. -_002 IL -_006 6 026 IL Ji. 10.. max -.347 IL -.013 IL .005 3 .002 _.&. .018 3 .34 _..... jQ min -2.097 _... -.124 3 -.003 .... -.002 IL 1 -.008 6 .036 1 IL 101 M6 j_ rij -.392 j. .037 ...a... .006 . .002 _j .008 7 .026 .10 th -1.99 .. -.019 ..L -.002 _L. -.002 I.9 -.021 3 -.078 _L i.Q. _m -.391 Ii1 .027 j.Q1 .006 .... .002 A.. .007 7 .014 IL mm -1.989 3 -_023 8 -_002 _L.. -.002 Ii -_017 3 -_062 _L _I .m -.391 Ii. .015 1.0.. .006 _.L .002 _L .005 7 .009 IL. E1OO'7 mm -1 988 3 -_027 8 -_002 - -_002 II -_012 3 -_046 I2_ _4_ m -.391 .002 IL .006 . .002 L. .003 7 .006 _ii - RISA-3D Version- 17.0.4 [DA ... \ ... \ ... Risa\cc-ionisa3_18x18 cant umrella+hyparptload.r3d] Page 11 Designer : JLM July 26, 2021 Company : CCI : 3:09 PM IIIRISA Job Number ANEMaTscHEgcoMpAY Checked By: Model Name : lonis Area ................ Envelope Member Section Forces (Continued) As,jIIi,1 I ( ,hrrk1 I ( hrtk1 I ( TnrniiFk- I ( v-v Mnma I ( z-z Moms LC mm -1.987 ... -.031 A.. -.002 ..j -.002 1.9. -.008 ..j.,1 -.037 12_ 109 5 max -.391 19 0 18 .006 3 .002 8 .002 7 .009 5. ..I10. min -1.985 3 -.041 Ii -.002 .j_. -.002 jj. -.003 3 -.017 ..I. 1ii ..L. max -.391 19.. -.003 J .006 ...I.. .002 ...L.. .001 _..._ .033 _L.. .112 n -1.982 .... -.064 _... -.002 1..j._. -.002 1.9... 0 _..._ 007 IL 113 - _L maxI -.39 19. -.005 IL .006 ...... .002 ..j... .006 .084 ii 114. 1 min -1 98 -.092 3 -.002 7 -.002 19 -.002 .... 009 1ii 115.. 1. rn -.39 jj.1 -.007 IL .006 .....a... .002 _L .01 _..L .162 .... fl. min 1 -1.978 _i..1 -.113 ..I -.002 ..j... -.002 19.. -.003 ......L .014 _li lIZ. .J_ max -.39 19 1 -.01 18 1 .006 3 1 .002 8 .014 .._... .256 .... fl. mm -1.977 ....L -.128 .. -.002 ..j_ -.002 1 j9 -.005 _j_. 021 Ii 119 10 max -.39 19 -.012 18 .006 3 .002 8 1 .019 ...L.. .358 ..1. 120 mm -1.977 ...L -.136 ..L -.002 ...L -.002 Ii -.006 ...j.. 029 Ii 121 M7 I max -.625 IL. .161 ....i.. .003 ._ .001 IL .007 6 .341 .122. -3.214 ..L 015 ii -.001 1.. -.001 _._ - 018 3 036 .iI 123 2 Imaxi -.625 18 .119 3 .003 3 1 .001 IL .006 6 .253 10 124 min 1 -3.21 3 1 .013 j -.001 1..1 -.001 ..L.. -.016 3 .027 ii 125 3m -.625 18 .087 3 .003 3 1 .001 17 1 .006 6 .193 ..10 126 mm -3.208 3 011 jj -.001 1..1 -.001 A..1 -.014 3 019 11 .122 - A_m -.624 IL. .065 , .003 3 .001 17 1 .005 6 .147 I.L 128 mm -3.206 3 009 19 401 A. -.001 6 -.012 3 012 19. 129. _L rn -.624 Ii. .05 j.Q. .003 ...L .001 11. .004 6 .111 ..10. 130 - min -3205 3 1 .007 19 1 -.001 6 -.001 6 -.01 3 .007 11. 131 6max -.624 18 .042 10. .003 ..j_ .001 11 .003 6 .081 I.. 132 _min -3204 3 1 .005 19 -.001 6 -.001 A.. -.008 1 3 .004 _11 133 i...rxix -.624 111 .036 10. .003 _._ .001 17 .002 1 6 .056 10 134 mm -3.204 3 003 19 -'.001 6 -.001 6 -.006 3 001 Ii 135 - 8 max -.624 18 .031 10 .003 3 .001 17 .002 6 .035 10 36 1 mm -3:203 3 0 1.9.. -.001 6 -.001 .. -.004 3 0 Ii 137 9 Imaxi -.624 18 .027 10 .003 3 .001 17 0 6 1 .016 10 .138- dmini -3203 _.L -001 1.9.. -001 j. -001 . -002 3 0 .10. m -.624 IA. .024 10.. Ii.139 . .003 _.L .001 17 0 17 .001 ii 140 min -3.203 ... -.003 1.9.. -.001 _L -.001 .,. 0 6 -.001 .L. 141 M8 1max -.665 17 .164 3 .003 3 .001 19 .008 5 .358 ..L .142 mm -3.176 _i. 014 IL -'.001 .L. - 001 ..i -.018 3 03 ii. 143 2 ma -.664 17 .122 3 .003 3 .001 19 .007 5 .266 ..L 144 mm -3.173 ..... 012 Ii - 001 ...j.. - 001 ....L. -.016- 3 021 ii. 145 3 m -.664 11 .09 3 .003 3 .001 19 .007 5 .198 . 146 - ijjm -3.17 ,,..... .01 Ii -.001 ...5.. -.001 .L. -.014 3 .014 IL. .1.47. A... ma -.664 IL .068 3 .003 3 .001 19 .006 5 .148 .... 148 mm -3 169 ... 008 Ii -001 A... -001 ._ 012 .L 008 ii 149. ...j. m -.664 ...iL .052 .A.. .003 3 .001 19 .005 5 .11 9 150 mm -3.168 ..... 006 11 w.001 ....5.. -.001 ....L.. -.01 ..&.. 004 Ii. 1.5.1 max -.664 Il .042 1 .003 ..... .001 19 .004 5 .081 ...L 152 min -3.167 3 .004 18 -.001 5 -.001 6 -.008 3 0 18 153 .i_ max -.664 1.7. .036 ....L .003 ..L1 .001 .19.. .003 .5.... .056 _L 15.4.. mm -3.166 .I.. .002 Ii -.001 A.. -.001 _._ -.006 ...._ 0 Ii 155 j max -.663 1.7. .031 ...j. .003 ...i. .001 1.9.. .002 ....5._. .034 .i.. 156 min, -3.166 ....a.. 0 IL -.001 ..L 401 A... -.004 -.001 ii 15.7 - max -.663 17 .027 9 .003 3 .001 19 0 ....... 5 .016 9 1.5.. min -3.165 ,.... -.002 ii -.001 A.. -.001 .L. -.002 3 0 .11 .15.9. 10. max -.663 1 17 .024 ...j. .003 ..... .001 11. 0 JL .001 A.. 160 min -3165 3 -.004 18 -.001 ...j,.. -.001 A.. 0 6 -.001 17 161 M9 I max -.626 IL .161 3 .001 6 .001 ...L... .018 ._ .34 ..L 162, mm -3.214 .... 015 IL -.003 -.00i- 19 -.009 036 IL 163 ..L maxi -.625 IL .119 ...L .001 .1... .001 ...._ .016 .. .252 10 164 - mm -3.211' 3 .013 1.7.. -.003 ... -.001 1.9... -.008 ....L_ .027 1.L RISA-3D Version 17.0.4 [DA ... \ ... \ ... \Risa\cc-ionis a3-18x18 cant umrella+hypar pt Ioad.r3d] Page 12 Designer : JLM July 26, 2021 IIRISA Company : CCI : 3:09 PM Job Number ANEMETACKEK COMPANY Checked By: Model Name : lonis Area 3 Envelope Member Section Forces (Continued) RA 6 •,. ,,&fl,i I (' tihrFk1 I Shrfk1 I ( Tnrnri1k I ( v-v mnmp I ( Mome LC 165 irn -625 1 18087 3 001 001 & 014 3 192 i. 166 '1 min -3.208 3 011 JL - 003 .1 -.001 i -.007 6 019 IL 167 4max -.625 18 .065 3 .001 6 .001 6 .012 3 .146 10 168 1j -3.207 3 .009 17 -.003 3 -.001 19 -.006 6 .013 1 169 5 max -.625 18 .05 10 .001 6 .001 6 .01 3 .11 _10_ ii mm -3206 ...i... 007 iT -003 3 -001 19 -005 6 007 _17 171 -.625 ii1 .042 10 .001 .j .001 . .008 3 .08 _10_ mm -3205 ..I.. 005 IL -003 ..i.. -004 6 004 _IL 173 7max -.625 18 .036 10 .001 6 6 .006 3 .056 mio -3.204 003 11 IQ124 -.003 _L E001 .11 j9 -.003 6 .001 1Z iZ 1 -.624 ii .031 jQ .001 A. L .004 3 .034 1Q 176 mm -3 204 3 0 IL - 003 .. Ii -.002 6 0 _IL. 177 9 max -.624 18 .027 10 .001 6 .001 6 .002 3 .015 10 iZ _min -3;203 ...i.. '0 IL .003 ...1 .001 19 0 6 0 iT 121 .10 rn -.624 ii .024 10. .001 6 .001 ..j.. 0 6 .001 Ii mu 1-3.203 3 -.003 17 -.003 3 -.001 19 0 19 1 -.001 6 181 M10 1 Imaxi -.665 19 1 .164 3 1 .001 7 .001 6 .019 3 . .358 3 1 mm 1 -3.177 ...L 014 ii -.003' .3 -.001 IL -.007 ....L... 029 11 183 2 ma -.665 19 1 .122 3 .001 .j. .001 -6 .017 3_. .267 ..L 184 mm -3.173 3 1 .012 18. -.003 _L -.001 17 -.006 _Z_ .021 ii 185 3 max -.664 19 1 .09 3 .001 7 .001 6 .015 1 3 .199 ..L 186 mm -3171 3 01 18 -003 3 -001 17 -006 7 014 18 187 4 max -.664 19 .068 3 .001 7 .001 6 .013 ....._ .148 188 mm -3.169 3 .008 18 -.003 3 -.001 17 -.005 7 .008 18 189 5 max -.664 19 .052 3 .001 1_. .001 A... .01 _L.. .111 _11_ 190 mm -3168 3 .006 18 -.003 3 -.001 17 -.004 7 .004 18 6 -.664 11 .042 .001 ..L .001 _ .008 .081 _lt 192 mm 3.167 3 .004 18 -.003 3 -.001 17 -.003 7 0 18 193 7 t: -.664 .036 .001 _.L.. .001 _. .006 _..._ .056 _lt min -3.167 . 002 ii -.003 _.... -.001 IL 402 ...j._ 0 . _1 195 8 ax -.664 19 .031 ..jj .001 .j_ .001 _._. .004 3 . .035 11 196 mm -3166 3 0 18 -.003 3 -.001 IL -.002 _L -.001 _1 197 9 Imax, -.663 19 .027 11 .001 7 .001 6 .002 3 .016 11 19-8- - mm -3.166 _.. -.002 i -.003 ..3 -.001 IL 0 _Z 0 ii 19.. .10. max -.663 jj. .024 11 .001 _L .001 .6 0 6 . .001 _. - jjj -3.166 ....3 -.004 Ii -.003 ...I.. -.001 IL 0 .j.7_ -.001 Ii 2.0.1 M15 1...max -.126 11. .009 .16 0 20.. .003 11.. 0 _2.0.. 0 .2L min -1184 _L. 005 17 0 j... -.003 ii 0 ..j 0 _L 203 2 tn -.127 .19 .007 16 0 .20.. .003 iT 0 2.0.. -.004 20 - mu -1184 3 004 17 0 1 -.003 18 0 1 -.006 j_ 205 3 max -.127 Ij .005 16 0 ..2 .003 IL 0 .2.. -.007 20.. ..J mlii -1.185 3 .003 Ii 0 _t. -.003 18 0 J_ -.011 J..... 207 4 max -.128 19 .003 16 0 20 .003 17 0 20 -.009 1 20. min -1.186 _.L .002 IL -.015'208 0 _L -.003 ii 0 _I_ _L 209 5 Imax, -.128 19 0 16 0 20 .003 17 0 20 -.01 20 -210 .min -1.187 _L' 0 17 0 .1..... -.003 11. 0' _J -.016 _L fl 6 ry -.129 19 1 0 .20 0 ..2 .003 IL 0 _20 -.01 .20 2.12. mm -1.187 3 0 1 0 _1. -.003 18 0 J. -.016 1 21. _L. rn -.129 Ii. -.002 .20. 0 ..20. .003 IL 0 _2 -.009 2L 214 miii 4.188 _i.... -.003 IiL 0 L -003 I.& 0 1 -.015 _L 215 8 max -.129 19 -.003 20 0 20 .003 IL 0 20 -.007 20 Zip. min, -1.1893 -.005 j_.. 0 .j_ -.003 18 0 1 -.011 _t. 217 9 max -.13 19 -.004 20 0 ..2 .003 IL 0 20 -.004 20 Zi. -1189 .. -.007 j_ 0 i -.003 j.. 0 1 -.006 1 10 max -.13 19 -.005 20 0 20 .003 IL 0 20 0 20 2.2.0.'._i; mm -1.19 _L -.009 j 0 _j... -.00311 0 1 0 1 2.21 M16 1 max -.116 II .009 16 0 20 .003 19 0 20 0 _20 RISA-3D Version 17.0.4 [DA ... \ ... \ ... \Risa\cc-ionis a3-1 8xl 8 cant umrella+hypar pt Ioad.r3d] Page 13 Company : CCI July 26, 2021 Designer : JLM 3:09 PM IIIRISA Job Number : Checked By:_ ANEMETSCHEKCOMPAY Model Name : lonis Area 3 Envelope Member Section Forces (Continued) it' ,Qk,tt,1 I ' •, h.,,rrLi I (' T,srniirk.. I ( hlinmp I ( -7 Mnma I C 22 _ijjn -1.214 _.L .005 J.L. 0 j_ -.003 1 _i& 0 1 0 L 223 2 Imax -.117 Ii .007 IL 0 20 .003 19 0 20 -.004 20 224 -mb -1.215 .004 IL 0 _j -.003 _18 0 1 -.006 L 225 3 max -.117 Ij. .005 IL. 0 20 .003 _19 0 20 -.007 20 226 - mm -1.215 3 003 17 0 .i_. -.003 IL 0 1 -.011 _L 4 njc -.118 Ii. .003 16 0 ., .003 19 0 20 1 -.009 2 228 mm 1 -1.216 002 IL 0 .j_ -.003 Ii 0 1 -.015- .I 229 . ma -.118 Ii 0 Ij. 0 .2 .003 19 0 20 -.01 2. 230 min -1.217 3'. 0 17 0 I_. -.003 18 0 1 -.016 _.j_ .21 ma -.118 Ii 0 20 1 0 .2 .003 ii 0 20 -.01 .20 232 min -1.217 3 0 -.I 0 j_. -.003 IL 0 1 -.016 J_. 233 1.. ma -.119 Ii -.002 .20.. 0 20 .003 Ii 0 20 -.009 20 24 mm -1.218 _.L.1 -.003- .I_. 0 .1_ -.003 18 0 1 -.015 ._L 235 j... ma -.119 -.003 .20 0 .2 .003 ii 0 20 -.007 20 236 mm 1.219 3- -.005 1 0 1 -.003 J. 0 1 -.011 ..i... 237 9 m -.12 18 -.004 20 0 .20 .003 49 0 _20_ -.004 .20 238 mm -1 219 3 - 007 0 j_. - 003 18 0 _I_. - 006 I_ 239 i. rn -.12 -.005 0 jQ .003 19 0 _Z_ 0 240 min -1.22 3 -.009 1 0 j -.003 18 0 I 0 241 M17 I mx -.127 17 .009 I& 0 2Q .003 18 0 2P 0 R2O 242 mb -1.166 .005 Ii 0 L -.003 19 0 t 0 24 2 mx -.127 17 .007 16 0 2Q .003 18 0 2Q -.004 '244 mu, -1.166 3 .004 17 0 j -.003 19 0 j -.006 . 245 3 max -.127 17 .005 16 0 .2Q .003 I.& 0 _2Q._ -.007 20 24. mm -1167 .... 003 Ii 0 ._L -.003 IL 0 ,I,...... -.011 _L 247 4 max -.128 17 .003 0 .Q .003 IL. 0 20.. -.009 ..2Q 24 mm -1168 3 002 IL 0 _j.. - 003 II. 0 _j_ -.015 _L 249 5 max -.128 17 0 16 0 20 .003 18 0 20 1 -.01 20 250 mifl -1.169 3 1 17 0 -1 -.003 19 0 1 -.016 _.L 251 6 max -.129 17 0 20 0 20 .003 18 0 20 -.01 20 ZZ -- min -1.169 L.L. 0 L 0 -1.... -.003 Ii. -0 _i..._ -.016 1._. 253 7 max -.129 17' -.002 20 0 20 .003 18 0 20 -.009 20 mm -117 3 -.003- I 0 ....j_. -.003 II 0 ...I_ -.015 _L 255 1. -.13 IL -.003 2 0 ..2,cL .003 Ii 0 _2 -.007 2 256 mm 1.171 1_ -.005 .I 0 _L -.003 Ii 0 1 -.011 I_ 257 9 max -.13 IL -.004 20 0 j .Q .003 Ii 0 20: -.004 20 258 mm -1171 3 -.007 1 0 .I_. -.003 19 0 1 -.006 I_ 259 .j. -.13 -.005 .2 0 .003 IL 0 20 0 .2 - mm -1.172 3. -.009 .,.j. 0 I_. -.003 19 0 1 0 I_ j. M18 I_ -.116 IL .009 IL 0 20 .003 Ii 0 20 0 .20L 262 : - min -1.231 .... .005' 17 .0i._ -.003 IL 0 1 0 I..... 263 2 max -.116 IL .007 J.L. 0 .Q. .003 IL 0 20 -.004 .20... 264 ' _.min -1.232 ... .004 IL 0 _j_ -.003 Il 0' 1 -.006 .I_ 265 3 max -.117 IL .005 Ii. 0 20 .003 IL 0 20 -.007 10. 266 mm -1.232 003 IL1 0 .j. -.003 Ii 0 1 1 -.011 ..i_ 267 4. ma -.117 IL. .003 IL. 0 2 .003 ii 0 20 -.009 20 268 - mm A,233 3 002 IL 0 1 -.003 17 0 1 -015 I_ 269 5 max -.117 18 1 0 IL 0 Q... .003 IL 0 20 -.01 .20 270 -i .mIn -1.234 3. --0 IL- 0 j_ -.003 Ii 0 1. -.016 ..I_ 271 6 max -.118 II 0 20 0 .20 .003 II 0 20 -.01 20 272 min -1.234 . 0 1 0 j_ ..003 IL 0 1 -.016 j_ 273 7_ Imax -.118 II. -.002 20 1 0 .20. .003 Ii 0 20 -.009 20 274 min -1.235 .L -.003 1 0 '_L -.003 IL 0 1 -.015 275 .1. nj -.119 ii -.003 .20 0 20.. .003 Ii 0 20 -.007 20 276 -min -1.236 J -.005 j 0 _j.. -.003 Ii 0 1 -.011 j... 277 1.. -.119 Ii -.004 ..2 0 .2Q .003 Ii 0 20 -.004 .20. 278 mm -1.237 3 -.007 1 0- _j_ -.003 IL 0 1 -.006 1 - RISA-3D Version 17.0.4 [DA ... \ ... \ ... \Risa\cc-ionisa3_18x18 cant umrella+hypar pt load.r3d] Page 14 Designer : JLM July 26, 2021 11RISA.Job Number Company CC[ : 3:09 PM ANEMTGCHEK COMPANY Checked By:_ Model Name : lonis Area Envelope Member Section Forces (Continued) I ^ ..i........rt,i I i, .ok-nl I f' I C' RA,.n, I C' 2791 jQmax -119 18:005 20 0 2 003 18 0 20 0 2 280 min -1.237 .. -.009 .j_ 0 _j -003 J..L 0 1 0 L 281 M19 j_. rc .518 j.. 2.598 J& .745 _L 1.436 ii .283 7 1.474 _L min -1.223 .2 -2.454 A -.745 _L -1.435 17 -.282 17 -1.453 ii 283 ...L max. .529 10 2.585 18 .754 7 1.436 _19 1.133 7 2.66 3 284 mm -1229 .20 -2479 3 -754 5 . -1435 _IL -1131 5 -4389 1 i 285 max .541 10 2.572 18 .763 7 1.436 _19 1.992 7 5.483 1 L- - mm -1.234 20 -2.504 .... 286 -.763 5 -1.435 _IL -1.991 5 -7.311 J 287 4_.mx .552 10 2.559 18 .772 7 1.436 .JI 2.861 7 8.334 _L 288 mm -1.24 ..20. -2.529 3 -772 .... -1,435 .JL -2.86 5 -10.218 ii. 289 5 max .564 10 2.545 18 .781 7 1.436 19 3.741 7 11.214 290 1 mm -1246 jQ.. -2554 .... -78 .. -1435 Ii -3739 5 -13109 _i& 2i. ma .575 jQ 2.532 j .789 _L.. 1.436 j. 4.63 7 14.122 -. 291 ________ mu -1.252 20 -2.579 13 -.789 5 -1.435 ..IL 1 -4.629 5 -15.986 .1. 293 .L ma .587 10 2.519 18 .798 7 1.436 19 5.53 7 17.058 _... m -1257 20 -2604 3 -798 ....L -1435 17 -5528 5 -18848 ii 295 8 max .598 1 10 2.506 18 .807 .j._. 1.436 19 6.439 7 20.022 _L 296 min -1.263 2 -2.629 3.. -.807 5.... -1.435 Il -6.437 5 -21.694 ii 297 9 ma .61 j.Q 2.493 ii .816 ..L.. 1.436 19 7.359 7 23.015 _.L 298 mm -1.269 ..2P. -2.653 _L -.816 -1.435 ii -7.357 5 -24.526 .a 299 ________ j ma .621 jQ 2.479 ii .825 .j_. 1.436 11 8.288 _Z..... 26.036 _L 300 -________ mm -1.274 20 -2.678 3 -.825 5 -1.435 17 -8.286 5 -27.343 18 301 M20 1... max 3.027 3 2.767 5 2.46 20 7.845 _5 48.456 18 24.912 _L mm -2.162 17 -2A45 19 -2.757 . -7.846 _Z... -24.587 3_. -22.346 303 2 max 2.992 3 2.76 5 2.453 7.845 .. 46.085 ..j. 22.456 L m -2.183 17 -2.438 19 -2.75 6 -7.846 7 -24.748 ....._ -20.175 j 305 3 max 2.957 ...3. 2.753 5 2.446 .2.. 7.845 _L. 43.721 18 20.006 _L - mm -2.203 17 -2.432 19 -2.743 6 -7.846 ....L -24.909 .3_. -18.011 Ii 307 4 max 2.923 3 2.746 5 2.439 ...20 7.845 _.L 41.363 .11... 17.562 _L 308 -1 t'jj -2.224 17 -2.425 .j -2.736 6 . -7.846 _L. -25.07 __. -15.852 11 309 5 max 2.888 3 2.739 ..... 2.432 20..1 7.845 _.L 39.011 18 15.125 ..L 310 - min -2 245 17 -2.418 19 -2.73 _L1 -7.846 j.... -25.231 3 -13.7 _ii ii max 2.853 3 2.732 5 2.425 20 7.845 5 36.665 18 12.693 .. 312 mm -2.266 IL -2.411 ii -2123 _.j -7.846 _L -25.392 _3_ -11.554 11 313 7 max 2.818 3 2.725 5 2.418 .20 7.845 5 34.325 .JL 10.268 314 min l'-2.287 17 -2.404 19 -2.716 6 -7.846 ..i.... -25.553 _..._ -9.414 11 315 __ 8 max 2.783 3 2.718 5 2.411 ..2. 7.845 _... 31.992 18 7.848 _... __ - min -2.308 17 -2.397 ii -2.709 .. -7.846 _L -25.714. 3_. -7.281 .11 317 __ 9 max 2.749 3 2.711 5 2.404 j 7.845 ....L 29.664 i_ 5.435 _L 318 mm -2.329 IL -2.39 19 -2.702 -7.846 ....L 5 3 -5.153 19 319 __ ___ 10 max 2.714 3 2.704 5 2.397 2 7.845 L f ...jj 3.031 17 320 __ -thmn -2.35 -2.383 j -2.695 7.846 L 6 _3_ -3.032 _19.. - Envelope AISC 14 h(360-1O): ASD Steel Code Checks Mmhr C'n,4 C'h I n,rf+1 C' I I C' DI,,.I,n rl,1 Dn*/.. .,sr,I RR,v,,l C'k PIPE .063 0 .006 ..Q 8 129.936 30J...2216 22.216 1.856 Hi-lb .041 0 6 .011 Q -6 129.874 30.7.22.21622.216 1.656 Hi-lb L)2E 3 .167 6.951 3 .014 6.. 3 22.096 31.495 2542 L542 3.116 Hi-lb A 173 6951 3 014 Q 3 22096 3LZ422542 306 Hl-ib i .167 6.951 3 .013 6.9...- 3 22.096 31.495 2.542 2.542 3.008 HI-lb _._ M6 p1-30_10 .173 6.951 .3 .015 6.9.. - 3 22.096 31.495 24_2 3.146 Hi-lb _L.. M7 p1-30_b .185 0 13 .017 Q 3 24.575 31.495 2.542 2.542 2.33 Hl-lb . MB p1-3O_b0:.1g1. 0 3 .017 LO 3 :24.575 3i_5 5422542 2.29 Hi-lb _9_.. M9 p1-30_b .185 0 3 .017 ..Q_ - 3 24.575 2.542 2.333 Hi-lb Mb pi-30 101 .192 0 3 .017 0 3 24.575 3t 5 a.542 242 2.288 Hi-lb RISA-3D Version 17.0.4 (DA ... \...\... \Risa\cc-ionis a3_18x18 cant umrella+hypar pt Ioad.r3d] Page 15 Designer : JLM July 26, 2021 Company : CCI : 3:09 PM IIIRISA Job Number ANEMETSCNEKCOMPANY Checked By:_............... Model Name : lonis Area Envelope AISC 14th(360-10): ASD Steel Code Checks (Continued) (',.,1 ('I, I ..,.8, ' I I t' j._.... r, ,.. .._...., M15 .052 3.717 . 11 3 .005 36 5 9.198 16i54 1.035 1.035 1.14 Hi-lb 12 M16 053 3717 3 005 7 7 9198 4 :L 114 HI-lb ii M17 EHSS7.5... .052 3.717 .005 Q 7 9.198 16.254 L5 1.14 Hi-lb i4 M18 - 054 3.717 .005 - 5 9.198 5 t5 L5 1.14 Hi-lb jj Mi9 .865 10.198 .101 ... - 19 143.898 1.7 ...31.6731.647 1.61 H1-1b j.. M20 PIPE_b.. .657 0 1 .150 ...Q - -5 277.019 2892... 77335 7 5 1.656 Hi-lb Material Takeoff ..1... Hot Rolled Steel A36 - .5-rod 4 72 .433 3 A36 01-2.5 12 4 29.4 .076 -4 A36 p1-3010 8 51.1 .254 5 A500 42 HSS7.500X0.312 1 10.2 .229 A50042 - PIPE 10.0 - -: 8 .313 A5 00 42 PIPE 6.0 2 3.9 .07 Total HR Steel 20 174.6 1.374 RISA-3D Versicn 17.0.4 [DA ... \...\... Risa\cc-ionis a3 18x18 cant umrella+hypar pt load.r3d] Page 16 JOB NAME: JOB NO.: DATE: ENGINEER: DWG. REF.: TAB NO.: SHEET NO.: I Main Wind-Force Resisting System Wall Pressures - ASCE 7 16 I For Buildings of All Heights General parameters: Risk Category (I, II, Ill, IV): Basic Wind Speed, V: Mean recurrence interval: MRI factor: Adjusted Basic Wind Speed, V: Building properties: II Mean Roof Height, h: 15 ft 110 mph Parapet Height: 0 ft 50 year Typical length in x-direction, L1: 55 ft 1.00 Typical length in y-direction, L2: 55 ft 110 mph Velocity pressure coeff. Kh: 0.85 Velocity pressure q: 22.4 psf Exposure Category (B, C, D): C W 9.50 z9: 900 Topographic factor, K: 1.00 Wind directionaFty factor, Kd: 0.85 Gust Effect Factor, G (x-dir. wind): 0.95 Gust Effect Factor, G (y-dir. wind): 0.95 Internal pressure coefficient, +GC 1: 0.00 Internal pressure coefficient, -GC: 0.00 Windward pressure coefficient, C: 0.80 Side pressure coefficient, C: -0.70 Parapet: Total Force of Both Parapets (x-dir.) 0.0 k Total Force of Both Parapets (y-dir.) 0.0 k Force Applied at Height (x-dir.): 15.0 ft Force Applied at Height (y-dir.): 15.0 ft Base moments and shears: Distance from ground level (z=0) to foundation: Base shear due to x-direction wind (excluding ground level): Base moment due to x-direction wind at ground level (z0): Base moment due to x-direction wind at foundation: Base shear dLe to y-direction wind (excluding ground level): Base moment due to y-direction wind at ground level (z=0): Base moment due to y-direction wind at foundation: Recommended Gust Effect Factors: Damping ratio, : 0.015 Building period, T (x-dir.): 1.00 sec Building period, T (y-dir.): 1.00 sec Gust Effect Factor, G (x-dir.): 0.85 Gust Effect Factor, G (y-dir.): 0.85 L2 r Simplified Parapet Calculations: Total Force of Both Par. (x-dir.) 0.0 k Total Force of Both Par. (y-dir.) 0.0 k Force Applied at Height (x-dir.): 15.0 ft Force Applied at Height (y-dir.): 15.0 ft 3 f 31 k -1,358 k-ft -1,266 k-ft 31 k -1,358 k-ft -1,266 k-ft Notes: Positive and negative pressures signify pressures acting toward and away from the surfaces, respectively. Refer to Figure 27.4-1, ASCE 7-10 for wind pressure diagrams. JOB NAME: JOB NO.: DATE: ENGINEER: DWG. REF.: TAB NO.: SHEET NO.: I MainWind-Force Resisting System Wall Pressures -ASCE 7-16 I For Buildings of All Heights Buildings properties and Results: X-direction wind V-direction wind z (user) L1 (user) L2 (user) K qz L1 L2 p F p F (ft) (ft) (ft) (psf) (ft) (ft) (psf) (k) (psf) (k) 15 0.85 22.4 55 55 27.6 -125 27.6 -125 180 1.43 37.7 55 55 39.3 -157 39.3 -157 160 1.40 36.8 55 55 38.6 42 38.6 42 140 1.36 35.8 55 55 37.8 42 37.8 42 120 1.32 34.6 55 55 36.9 41 36.9 41 100 1.27 33.3 55 55 35.9 40 35.9 40 80 1.21 31.8 55 55 34.8 38 34.8 38 60 1.14 29.9 55 55 33.4 37 33.4 37 40 1.04 27.5 55 55 31.5 35 31.5 35 20 0.90 23.7 55 55 28.7 24 28.7 24 10 0.85 22.4 55 55 27.6 15 27.6 15 0 0.85 22.4 55 55 27.6 8 27.6 8 am E= FI 10 ks! A=I049in2 L Shade Sail A = Cable Analysis W = kips DL+PreT+WL 1 L 1w 11/3 w e = EA = .00 degrees = 2 = jkiPs tan . delta= .00 in. k/ft w (uniform) r3 L113 delta = L W = 21.57'in. = Wi.. =[16ilkips L 64EA J 8 delta I I Title: Job # Dsgnr: Date: Description: Scope: I Steel Column Base Plate Description Post D Base Plate General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Loads Steel Section PlOstd Axial Load Section Length 10.750 in X-X Axis Moment Section Width 10.750 in Flange Thickness 0.365 in Web Thickness 0.365 in Plate Length Allowable Stresses Plate Width Concrete f'c 5,000.0 psi Plate Thickness Base Plate Fy 36.00 ksi Load Duration Factor 1.330 Support Pier Size Plate Dimensions7 in Pier Length Anchor Bolt Data Pier Width Dist. from Plate Edge 2.250 in Bolt Count per Side 2 Tension Capacity 17.700 k Bolt Area 0.790 in2 Baseplate OK Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 832.6 psi Allow per AC1318-95, A3.1 = 0.3 * f'c * Sqrt(A2/A1) * LDF 3,591.0 psi Allow per AISC J9 4,189.5 psi Plate Bending Stress Thickness OK Actual ft 34,492.9 psi Max Allow Plate Fb 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 14.627 k Allowable 17.700 k Partial Bearing: Bolts in Tension Note Bi-Axial moment and Mx input to software to show 4-1" dia. bolts work. For Mz moment, add 1" dia. bolt each side so not overload corner bolt in tension = 8 - 1" dia. bolts (3 each side) Title: Job # Dsgnr: Date: Description: Scope: I Steel Column Base Plate I Description Posts C and E Base Plate General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements I] Loads Steel Section PlOstd Axial Load 0.50 k Section Length 10.750 in X-X Axis Moment 68.00 k-ft Section Width 10.750 in Flange Thickness 0.365 in Plate Dimensions Web Thickness 0.365 in Plate Length 20.000 in Allowable Stresses Plate Width 20.000 in Concrete ft 5,000.0 psi Plate Thickness 1.188 in Base Plate Fy 36.00 ksi Load Duration Factor 1.330 Support Pier Size Pier Length 36.000 in Anchor Bolt Data Pier Width 36.000 in Dist. from Plate Edge 2.250 in Bolt Count per Side 3 Tension Capacity 17.700 k Bolt Area 0.790 in2 Baseplate OK Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 1,027.4 psi Allow per AC1318-95, A3.1 Partial Bearing: Bolts in Tension = 0.3 * f'c * Sqrt(A2/A1) * OF 3,591.0 psi Allow per AlSC J9 4,189.5 psi Plate Bending Stress Thickness OK Actual fb 32,339.4 psi Max Allow Plate Fb 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 14.781 k Allowable 17.700 k B3A Title: Job # Dsgnr: Date: Description: Scope: Pole Embedment in Soil Page Description Post D Footing [General Information Allow Passive 300.00 pcf Applied Loads... Max Passive 3,000.00 psf Point Load 5,500.00 lbs Load duratizrn factor 1.330 distance from base 9.000 ft Pole is Circular Diameter 36.000 in Distributed Load 0.00 #Ift No Surface Restraint distance to top 9.000 ft distance to bottom 0.000 It Moments @ Surface... Point load 49,500.00 ft-# Total Moment 49,500.00 ft-# Distributed load 0.00 Total Lateral 5,500.00 lbs Without Surface Restraint... Required Depth 8.340 ft Press @ 1!3 Embed... Actual 1,119.42 psf Allowable 1,109.24 psf Title: Job # Dsgnr: Date: Description: Scope: Pole Embedment in Soil Page Description Posts C&E Footing General Information Allow Passive 300.00 pcf Applied Loads... Max Passive 3000.00 psf Point Load 4,250.00 lbs Load duration factor 1.330 distance from base 16.000 ft Pole is Circular Diameter 36.000 in Distributed Load 0.00 #Ift No Surface Restraint distance to top 16.000 It distance to bottom 0.000 ft Moments @ Surface.;. Point load 68,000.00 ft-# Total Moment 68,000.00 ft4 Distributed load 0.00 Total Lateral 4,250.00 lbs Without Surface Restraint.. Required Depth 8.665 ft Press @ 113 Embed... Actual 1,152.67 psf Allowable 1,152.39 psf MIM fs= 36 in diam. Code: ACI 318-14 Units: English Run axis: About X-axis Run option: Investigation Slenderness: Not considered Column type: Structural -8 Bars: ASTM A615 nj 5fy P (kip) -'Jvu File: untitled.col Project: Column: Engineer: ft = 2.5 ksi fy = 60 ksi Ag = 1017.88 inA2 6 #4 bars Ec = 2850 ksi Es = 29000 ksi As = 1.20 in"2 rho = 0.12% fc = 2.125 ksi eyt = 0.00206897 in/in Xo = 0.00 in lx = 82448 inA4 e_u = 0.003 in/in Yo = 0.00 in ly = 82448 inA4 Betal = 0.85 Min clear spacing = 13.88 in Clear cover = 3.38 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Cl CROSBY SWIVELS Crosby® 6-402 Eye & Eye Swivel )) Crosby® 6-402 Eye & Eye Swivel CrOSby®G-4O3 law &Eye Swivel 1 Product Filtered: 4250 lbs. Clear All L&ste111ng 1 Working road Limit H Break Strength H 9 42M ML Diameter E ii all Crosby® 1I4 Regular Swivel - G402 Standard Lead Time 3-5 days. $24.35 1 [ADDTO CART Manufacturer Name H L —I SKU: EESWIVEL14-CR C2 CALIFORNIA DEPARTMENT OF FORESTRY and FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL REGISTERED FLAME RESISTANT PRODUCT Product Registration No EXTRA BLOCK SHADECLOTH - F-94501 Product Marketed By: ALNET PTY (LTD) - MObRSOM AVENUE, EPPING, INDUSTRY II CAPE TOWN, -S. AFRICA This product meets the minimum requirements of flame resistance established by the California State Fire Marshal for products identified in Section 13115, California Health and Safety Code. The scope of the approved use of this product is provided in the current edition of the CALIFORNIA APPROVED LIST OF FLAME RETARDANT CHEMICALS AND FABRICS, GENERAL AND LIMITED APPLICATIONS CONCERNS published by the California State Fire Marshal. c .115 A q - I &r"or. 74: $2 o — C4.cs 'e.,-rti,j ai4i L &4 • /P xIS" J4dt4t_ j/a4,'tLJ& CIO LU S3081 * EXP. 6/30023 ll cv A/I - %&its Des/, A!. &..ee- ê,#óas..t -.,e $ .d'frpi4 iij Awo #lor, 7. *. I 'Crny $4,wp 4 Fo4wows lawo — t^ro .ea* 'F'4# K •___ pc_c CAW rt(, V4IShM4& '4 pp F.JC. -. b ;To M's ML eve 4- C.,vrt1ev-i xvtqe FAA'C. rlYe.de MI — /IP(S (Sy1'eAw r. 7/e/f Z- + Now ApP6 ii6P1c ,*.tLt '&.7Lrs4 Ole PI) S$we.pfto v41'4 5*04t r ejal,rndr( Lo'-p Pstt,m1oN *D L.AD 4#•i'y S'e4 #0440L .L t 4. As tm.*#uisl £Sis V'. I/o ,.. h Ace 7-6 vM+1e) Risk Category =11 • a ••-') 'Pt- Ps 1) ir A't- X!'CA1T'la4L& 1pej i -*. II III 4wifll 1€ oe.,oL 61 .fT) LA).1 11 F'-sfr a' ft -IJlk. I T•z lfw w4'Jc,CIO. ik - I b' Ci171r, t'iLedt A.we. Pe5. 41J Srsi, z - w4&c 4rf fl/A1Z 0. ?) • r,= ,,z6ivr).r1..Ili b#e z.' 4iflf$ q. I% ..r ,z tDZ5D ,)/&Y/ö _ (g(t IIe LeU' (s")q. ?i4 Eboklr f - 4Z?J ,44- (t2' C47'r L),t44zLe& - ?. rfrt M'ir' t"4NA)e. - p., P S•5 2 - r 5- L I)4 LJ 4,a*,r*1 11g0 __ n'4 sN YO At • tco2empa. f/gie will seewMPIJ IktLJ #,# ElU. 5.LrY*J X00604 5?PL$$ /8,1 , c1 ./f4' lt_ 4#t , '# jump &* &- /09. all 10 -1jis k - /st i'r. i'.4tt?& -71t t (p /popsfh4 &fpeJ_ 0 '~eo S. P 2"+ fl-P £i'f-( ,c,,w(,.i, )t4it 1LskQ4if V56 F'4/ e 91'6 fDt. e.IeA, 4#-ttø(Qfr.4 :9 £7Jp P AO 14 pq. 75 x/" p &1 A"~- I;*' e- I kt, f- e,15 i_ F1ilQ-4- LA?'4- PeJ 6/) &t)iL1frLOdV1-. c x > .0 .=, 1. (5f)/,4.) , 7) 14-'1 ,l?4?uk ($((E? CAivT j,c,j1 7/'14i 7 ábI,'F W,á11Dil Pask,J (*9.1 4,s.s'.r. I p - 3c Fr Y$e' 3. Pa,-N 1d,dAJ i6'r be Mt AWt ev -. i.*•o bP AoO7 b-tv tM%1u !'ite P (mE PS,)4J ' Frn"Pi-rto,J ft- ,kte&j P. h f'- 't# i4ii,J eojjr.Cf t 'pd)é f i t :,-see cMcMc /ty, &3;0 /f' x / I- p 14i k707AWA j9i4 - 6o £4€ II 4 pC4i7 C 5f ,4.a #, ft, )/(,, 16AJr (N r,..'c CJ*',- I? ,Cur? 'øtI"#*... £T1v4w.ej' if - ist47,4*( ii 1r3 IJ(. 3,•) 1' S ' - Fe'ii g (4 3a b-X ID 112 7 ' 13 Envelope Only Solution ccl SK-2 JLM lonis Area 4 July 24, 2021 at 2:11 PM cc-ionis a4-18x18 cant umrella.r3d A—X / / M17 mg /1 /__—----___ 01 $ Ml C Envelope Only Solution CCI Ionis Area 4 SK-3 JLM July 24, 2021 at 2:11 PM cc-ionis a4_18x18 cant umrella.r3d Company : CCI I IJS Designer : JLM July 24, 2021 Job Number : 2:12 PM Model Name : lonis Area Checked By:.._. (Global) Model Settings Display Sections for Member Calcs 10 Max Internal Sections for Member Calcs 100 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (in "2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness. 3 Gravity Acceleration (ftlsecA2) 32.2 Wall Mesh:Size(in) 12 Eigensolution Convergence Tol. (1.E-) 3 Vertical Axis Y Global Member Orientation Plane XZ Static Solver, . Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 15th(360-16): ASD Adjust Stiffness? Yes(Tau=1 .0) RlSAConnection Code AISC 15th(360-16): ASD Cold Formed StéelCOde " AISI S100-16: ASD Wood Code AWC NDS-15: ASD Wood Temperature ' . <100F Concrete Code ACI 318-14 Masonry Code TMS 402-16: ASD Aluminum Code AAADM1-15: ASD - Building Stainless Steel Code AISC 14th(360-10): ASD Adjust Stiffness? Yes(Tau=1.0) Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes 1 Use Cracked Sections Slab? Yes Bad Framing Warnings? No' Unused Force Warnings?' Yes Min i Bar- Diam:Spacing? " " No Concrete Rebar Set REBAR_SET ASTMA615 Mm % Steel for Column 11 - - Max % Steel for Column 18 RISA-3D Version 17.0.4 [DA ... \Dropbox\Custom Canopies\Risacc-ionis a4_18x18 cant umrella.r3d] Page 1 Designer : JLM July 24, 2021 2:12 PM IIIRISA Company : CCI Job Number : AECIIKCOMPAY Model Name : lonis Area Checked By:._....._... (Global) Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation (ft) Not Entered Add Base Weight? Yes CtX .02 CtZ .02 T X (sec) Not Entered T Z (sec) Not Entered R 3 RZ 3 Ct Exp. X , .75 Ct Exp. Z .75 Dl :1 SDS 1 Si - 1 TL (sec) 5 Risk Cat I or II Drift Cat Other mZ 1______________ OmX 1 dZ 4 CdX 4 Rho Z , 1- Rho X 1 - Hot Rolled Steel Properties I rI,1 i rI;i i. rk,.,....... A36 -- 29000 - _11154 .3 .65 .49 36 1.5 58 1.2 2 A572Grade50 29000 _11154 .3 - .65 .49 50 1.5 58 1.2 3 A992 29000 _11154 .3 .65 -- ...-L..-.. .49 50 1.5 58 1.2 4 - A500_42 29000 _1-11:54 .3 ".65 . .49 42 1.5 58 1.2 5 A500_46 29000 _11154 .3 .65 .49 46 1.5 58 1.2 - General Material Properties I FL,,.:, ,- n...:, ... -.-.. - , ,- .- .-. ------------- 1 gen Conc3NW - 3155 1372 .15 .6 .145 2 Qen_Conc4NW - 3644 1584 .15 .6 .145 3 gen Conc3LW 2085 906 .15 .6 .11 _4.... gen Conc4LW - 2408 - - 1047 - .15 - - - .6 .11 gen Alum 10600 4077 .3 1.29 .173 Joint Coordinates and Temperatures I I I • (•Ie • • • 4 4 I I p, I • RISA-3D Version 17.0.4 [DA ... \Dropbox\Custom Canopies\Risa\cc-ionis a4_18x18 cant umrella.r3d] Page 2 July 24, 2021 11RISA Designer JLM 2:12 PM 1 Job Number Company : CCI : Checked By:......_. AMTSC 4EKCOMPANY Model Name : lonis Area Joint Coordinates and Temperatures (Continued) Joint Boundary Conditions Joint Label X Fk/inl Y [k/ml Z [k/in] X Rot jk-ft/radi Y Rot.Fk-ft/radl Z Rot.[k-ftIra1, 1-1 I N13 I Reaction Reaction I Reaction I Reaction I Reaction I Reaction Member Primary Data I hI I mint I mint IC I,.nt Rntf( ,-tinn/Chrn-, I D 1 Mi NI N2 PIPE 6.0 Column Pipe A50042 TyDical M2 N2 N3 'PIPE 6.0' Column Pipe A500 42 Typical 3 M3 NI N8 Di-30 10 Beam Pipe A36 Typical _4.. M4 Ni N9 pi-30 10 Beam Pipe A36 Typical 5 M5 NI N10 pi-30 10 Beam Pipe A36 Typical M6 Ni Nil pi-30_10Beam Pipe A36 Typical 7 M7 N8 N4 i-3 60 10 Beam Pipe A36 Typical M8 N9 N5 pi-30 10 Beam Pipe A36 Tvical 9 M9 N10 N6 pi-30 10 Beam Pipe A36 Typical JQ Mb, Nil N7 pi-30 10 Pipe A36 Typical 11 Mill N4 N6 1.5-rod Beam None A36 Typical 12 M12 N6 .N7 1.5-rod Beam None A36 Typical 13 M13 N7 N5 1.5-rod Beam None A36 Typical ii M14 N5 N4 1.5-rod Beam None A36 Typical 15 M15 N8 N2 øi-2.5 12 VBrace Pipe A36 Typical J.. Mi6 N9 N2 pi-2.5_12 VBrace Pipe A36 Typical 17 M17 N10 N2 øi-2.5 12 VBrace Pipe A36 Typical 18 M18 Nil N2 pi-2.512 VBrace Pipe A36 Typical 19 M19 Ni N12 HSS7.500X0.312 Beam Pipe A500 42 Typical 20 M20 N13 -N12 I PIPE 8.0 Column Pipe A500 42 Typical Member Advanced Data I I I I nfktr,i I flfftr,.1 T/t rn Dt I.,.,,.4..,.. --------------------------------------------- 1 Mi Yes ** NA ** None 2 M2 - - - Yes ** NA ** - None - 3 M3 Yes None 4 M4 - - Yes None 5 M5 Yes None 6 M6 - - - - - Yes None 7 M7 Yes None -8 M8 Yes None 9 M9 Yes None 10 MIO - -______ Yes None ii Mu BenPIN BenPIN Yes Exclude None 12 M12 BenPIN BenPIN - - - Yes - - Exclude None 13 M13 BenPIN BenPIN Yes Exclude None 14 M14 BenPIN BenPIN ,,' - - -- Yes - Exclude None 15 M15 BenPIN BenPIN Yes ** NA ** None 16 M16 - BenPIN - BenPIN - -- Yes **NA ** None 17 M17 BenPIN BenPIN Yes ** NA ** None 18- M18 BenPIN BenPIN - --- Yes ** NA ** None 19 M19 Yes None 20 M20 - -- -. Yes **NA RISA-31D Version 17.0.4 [DA ... \Dropbox\Custom Canopies\Risa\cc-ionis a4_18x18 cant umrella.r3d] Page 3 July 24, 2021 11RISA Designer JLM 2:12 PM 1 Job Number Company : CCI : AN1SCI1(COMPAY Checked By:_.......... Model Name : lonis Area Hot Rolled Steel Design Parameters I ihI Rhnna I cnrithft1 I h,rffl I b7Fff1 I ,'nmn +nnFftll t-nmn hnflffll _*nrrl k',u I(7 ('h Pi inrfinn 1 Ml PIPE 6.0 1.93 Lbvv ILateral _2_ M2 PIPE 6.'0 2 Lbyy Lateral - 3 M3 p1-30 10 6.951 Lbvv Lateral - 4 M4 p1-3010 6.951 Lbyy Lateral - 5 M5 p1-30 10 6.951 Lbvv -Lateral 6 M6 p1-3010 6.951 Lbyy -Lateral 7 M7 Di-30 10 5.816 Lbvv -Lateral 8 M8 p1-3010 5:816 Lbyy Lateral - 9 M9 i-30 10 5.816 Lbvv -Lateral 10 MIO p1-3010 5.816 Lbyy Lateral 11 Mill 1.5-rod 18 Lbvv I _Lateral 12 M12 1.5-rod 18 Lbyy -Lateral 13 M13 1.5-rod 18 Lbvv -Lateral 14 M14 1;5-rod 18 1 Lbyy -Lateral 15 M15 p1-2.5 12 7.36 Lbvv -Lateral 16M16pi-2.512 7.36 Lbvv ±.ateral 17 M17 p1-2.5 12 7.36 Lbvv I Lateral 18 M18 p1-2.512 7.36 Lbyy - -Lateral 19 M19 HSS7.500... 10.198 Lbvv Lateral - 20 M20 PIPE _8.0 8 Lateral Joint Loads and Enforced Displacements (BLC 3: wind x) .Inint I hI I M Iir..finn .-.nif,,,1r(I, L, f+\ hr. rrl\ (I,*rA')/c+ N5 L X .125 2 N4 L X .125 N6 L X .125 _4_ N7 L X 125 5 N3 L X .75 Joint Loads and Enforced Displacements (BLC 4: wind z) mint I hal I fl Ill n;.....,.,..... •4I.......a....I..r,I. i. a i:.. 1 N5 L Z .125 N4 L Z .125 N6 L Z .125 N7 Z .125 5 N3 L Z .75 Joint Loads and Enforced Displacements (BLC 5: Uplift) Joint Label L.D,M Direction Mapnitudel(kk-ffl. (inrad). (k *SA 2/fi.. I 1 I Ni T L I Y I 5 Member Point Loads Member Label Direction Magnitudelk.k-ftl LocationFft.%] No Data to Print ... Member Distributed Loads (BLC 3: wind x) RISA-3D Version 17.0.4 [DA ... \Dropbox\Custom Canopies\Risa\cc-ionis a4_18x18 cant umrella.r3d] Page 4 IIIRII&*A A NEMEISCHEK COMPANY Company Designer Job Number Model Name CCI JLM lonis Area 4 July 24, 2021 2:12 PM Checked By:___ Member Distributed Loads (BLC 4.: wind z) Member Distributed Loads (BLC 6: BLC I Transient Area Loads) Mmbr I abI flimctinn Start Mrinitiicfprk/ft Fnd Mnnitticlp1k/ft F qtqrt I ntinnFft 0/ni Fntl I nrtinnFff %i 1 M7 Y -.00097 -.0005027 0 - 1.309 M7 Y -.0005027 1 -.0001775 1.309 2.617 3 M7 Y -.0001775 -5.685e-5 2.617 3.926 4 M7 Y -5.685e5 " 1. 166e-6 3.926 5.234 5 M8 Y -.00097 -.0005027 0 1.309 6 M8 . Y -.0005027 -.0001775 1.309 2.617 7 M8 Y -.0001775 -5.685e-5 2.617 3.926 8 M8 Y -5.685e-5 1.166e-6 3.926 5.234 9 M14 Y -1.154e-5 -6.306e-5 0 2 10 M14 Y -6306e-5 -0001187 2 4 11 M14 Y -.0001187 -.0001855 4 6 12 M14" -.0001855 -.0002594 6 8 13 M14 V -.0002594 -.0002594 8 10 14 M14 V . -.0002594 -.0001854 10 12 15 M14 Y -.0001854 -.0001187 12 14 16 M14 V -.0001187 -6.304e-5 14 16 17 M14 Y -6.304e-5 -1.154e-5 16 18 18 M3 Y -8.695e-5 -.0002281 0 1.39 19 M3 Y -.0002281 -.0004423 1.39 2.781 20 M3 Y -0004423 -0004606 2.781 4.171 21 M3 V -.0004606 -.0002338 4.171 5.561 22 M3 V -.0002338 -3.098e-5 5.561 6.951 23 M4 V -3.971e-5 -.0001354 .695 1.946 24 M4 V -.0001354 -.0001848 1.946 3.198 25 M4 Y -.0001848 -.0001644 3.198 4.449 26 'M4 V -.0001644 -9.079e-5 4.449 5.7 27 M4 V -9.079e-5 -7.912e-6 5.7 6.951 28 M9 V -.00097 -.0005027 0 1.309 29 M9 V -.0005027 -.0001775 1.309 2.617 30 M9 V -.0001775 -5.685e-5 . 2.617 3.926 31 M9 V -5.685e-5 1.166e-6 3.926 5.234 11 V -1.154e-5 -6.306e-5 0 2 33 Mil V -6.306e-5 -.0001187 2 4 34 . 'Mu .. V . -.0001187 -.0001855 4 6 35 Mu 1 V -.0001855 -.0002594 6 8 36 Mit V -.0002594 -.0002594 8 10 37 Mil V -.0002594 -.0001854 10 12 38 Mil V -.0001854 -.0001187 12 14 39 Mil V -.0001187 -6.304e-5 14 16 40 Mil 'V -6.304e-5 -1.154e-5 16 18 41 M5 V -3.979e-5 -.0001354 .695 1.946 _42..' M5 V -.0001354 -.0001848 1.946 3.198 43 M5 V -.0001848 -.0001644 3.198 4.449 44 M5 V -.0001644 -9.078e-5 4.449 5.7 45 M5 V -9.078e-5 -7.909e-6 5.7 6.951 46 - 'Mb' V -.00097 ' -.0005027 0 1.309 47 M10 V -.0005027 -.0001775 1.309 2.617 48 M10 V. __' -.0001775 -5.685e-5 2.617 3.926 49 M10 V -5.685e-5 1.166e-6 3.926 5.234 50 ..M12 V 1 -1.154e-5 -6.306e-5 0 2 51 M12 V -6.306e-5 -.0001187 2 4 RISA-3D Version 17.0.4 [DA ... \Dropbox\Custom Canopies\Risa\cc-ionis a4_18x18 cant umrella.r3d] Page 5 Designer : JLM July 24, 2021 IIIRISA Job Number Company : CC[ : 2:12 PM Checked Model Name : lonis Area 4 Member Distributed Loads (BLC 6: BLC I Transient Area Loads) (Continued) Member Label Direction Start Maanitudelk/ft.... End MaanitudelklftF. Start LoationFft%1 End LctionFft%1 -52 M12 Y -0001187 -0001855 4 6 53 M12 V -.0001855 -.0002594 6 8 54 M12 V -.0002594 -.0002594 8 10 55 M12 V -.0002594 -.0001854 10 12 56 M12 V -.0001854 -.0001187 12 14 57 M12 V -.0001187 -6.304e-5 14 16 58 M12 V -6.304e-5 -1.154e-5 16 18 59 M5 V -4.348e-5 -.000114 0 1.39 60 M5 V -000114 -.0002212 1.39 2.781 61 M5 V -.0002212 -.0002303 2.781 4.171 62. M5 V -.0002303 -.0001169 4.171 5.561 63 M5 V -.0001169 -1.55e-5 5.561 6.951 64 M6 V -7.95e-5 -.0002707 .695 1.946 65 M6 V -.0002707 -.0003697 1.946 3.198 66 M6 . Y -.0003697 -.0003289 3.198 4.449 67 M6 Y -.0003289 -.0001816 4.449 5.7 68 M6 V -0001816 -1582e-5 57 6.951 69 M4 Y -4.347e-5 -.000114 0 1.39 70, M4 V -000114 -0002212 139 2.781 71 M4 V -.0002212 -.0002303 2.781 4.171 72 M4 V -:0002303 -.0001169 4.171 5.561 73 M4 V -.0001169 -1.548e-5 5.561 6.951 74 M13 V -1154e-5 -6.306e-5 0 2 75 M13 Y -6.306e-5 -.0001187 2 4 76 M13 V -0001187 -.0001855 4 6 77 M13 Y -.0001855 -.0002594 6 8 78 M13 V -.0002594 -.0002594 8 10 79 M13 V -.0002594 -.0001854 10 12 80, M13 V -.0001854 -.0001187 12 14 81 M13 V -.0001187 -6.304e-5 14 16 82" M13 V -6.304e-5 -1.154e-5 16 18 Member Distributed Loads (BLC 7: BLC 2 Transient Area Loads) Member Label Direction Start Mrinitiirf p1k/ft Fnd Manitiidp1kIft I I ^^nfi^nrff O/1 anA I -4;-m 0111 1 - M7 - -- ------- V -.067 -.035 0 1.309 2 M7 V -035 .-.--....--,.-,. -012 1309 2.617 M7 V -.012 -.004 2.617 3.926 4" M7 - V -.004 8.098e-5 3.926 5.234 M8 V -.067 -.035 0 1.309 6 M8 V -.035 -.012 1.309 2.617 _L. M8 V -.012 -.004 2.617 3.926 8 M8 V -004 8098e-5 3.926 5.234 M14 V -.0008015 -.004 0 2 10 M14- V -.004 -.008 2 4 11 M14 V -.008 -.013 4 6 12 M14 V -.013 -.018 6 8 13 M14 V -.018 -.018 8 10 14 M14 V -.018 -.013 10 12 15 M14 V -.013 -.008 12 14 16 - ' M14 . V -.008 - -.004" 14 16 17 M14 V -.004 -.0008013 16 18 18- M3 V -.003 -.009 .695 1.946 19 M3 V -.009 -.013 1.946 3.198 M3 V 1 -.013 -.011 3.198 4.449 E22 M3 V -.011 -.006 4.449 5.7 M3 V -.006 -.0005492 5.7 6.951 RISA-3D Version 17.0.4 [DA ... \Dropbox\Custom Canopies\Risa\cc-ionis a4_18x18 cant umrella.r3d] Page 6 Company : CCI IIIRISAL Designer : JLM July 24, 2021 2:12 PM Job Number : ANEErSCtKcOPA.$v Model Name : lonis Ar?a Checked Member Distributed Loads (BLC 7: BLC 2 Transient Area Loads) (Continued) Mmhr 1ahI flirpttinn Rfnrt MnnitIirfA1k/ft Fntl M2nnitiu4pFk/ft F qtqrt I ntknFfi O/,j Fnrl I nr'tinn1ff O/,,1 23 M4 Y -003 .008 - 0 1.39 24 M4 Y -.008 -.015 1.39 2.781 25 M4 Y -.015 -.016 2.781 4.171 26 M4 Y -.016 -.008 4.171 5.561 27 M4 Y -.008 -.001 5.561 6.951 28 M9 Y -067 -.035 0 1.309 29 M9 Y -.035 -.012 1.309 2.617 30 M9 Y -.012 -.004 2.617 3.926 31 M9 Y -.004 8.098e-5 3.926 5.234 32 _M11 Y -.0008015 -.004 0 2 33 Mil Y -.004 -.008 2 4 34 Mil Y -.008 -.013 4 6 35 Mil Y -.013 -.018 6 8 36 M11,'. Y -.018 -.018 8 10 37 Mil Y -.018 -.013 10 12 38,1 Mil Y -.013 -.008 12 14 39 1 Mil V -.008 -.004 14 16 40 1 M11 V -.004 -.0008013 16 18 41 M3 V -.003 -.008 0 1.39 42' M3 V -.008 -.015 1.39 2.781 43 M3 Y -.015 -.016 2.781 4.171 44 M3 V -.016 -.008 4.171 5.561 45 M3 V -.008 -.001 5.561 6.951 46, MS V -.006 -.019 .695 ' 1.946 47 M5 V -.019 -.026 1.946 3.198 48 M5 V -.026 -.023 3.198 4.449 49 M5 V -.023 -.013 4.449 5.7 50 M5 Y -.013 -.001 5.7 6.951 51 M10 V -.067 -.035 0 1.309 52 M10 Y -.035 -.012 1.309 2.617 53 M10 V -.012 -.004 2.617 3.926 54 M10 V -.004 8.098e-5 3.926 5.234 55 M12 V -.0008015 -.004 0 2 56 M12 V -.004 -.008 2 4 57 M12 Y -.008 -.013 4 6 58 M112 V -.013 -.018 6 8 59 M12 V -.018 -.018 8 10 60i M12. V -.018 -.013 10 12 61 M12 V -.013 -.008 12 14 62 M12. V -.008 -.004 14 16 63 M12 V -.004 -.0008013 16 18 64 M6 V -.006 -.016 0 1.39 i. M6 V -.016 -.031 1.39 2.781 667 M6 V -031 -032 2.781 4.171 67 M6 V -.032 -.016 4.171 5.561 -68 M6 Y -.016 -.002 5.561 6.951 69 M4 Y -.003 -.009 .695 1.946 JQ. M4 V -.009 -.013 1.946 3.198 71 M4 V -.013 -.011 3.198 4.449 72 V -.011 -.006 . 4.449 5.7 73 M4 V -.006 -.0005492 5.7 6.951 74- M13,-,, -.0008015. -.004 0 2 75 M13 V -.004 -.008 2 4 M13 V -.008 -.013 4 6 JL M13 Y -.013 -.018 6 8 .i. M13 V -.018 -.018 8 10 79 M13 V -.018 -.013 10 12 RISA-31D Version 17.0.4 [DA ... \Dropbox\Custom Canopies\Risa\cc-ionis a4-18x18 cant umrella.r3d] Page 7 Designer : JLM July 24, 2021 Company : CCI : 2:12 PM I IIRI Job Number ANTERISISCHEKCOMPANY Model Name : lonis Area Checked By: Member Distributed Loads (BLC 7: BLC 2 Transient Area Loads) (Continued) Mmhr I ahal Iir,'f inn Mnnifiirlrk/ft InrI vn,rfdrkIft I I nrfinnrff 0/1 P.fi I nfinnrf+ o/] Y -.013 -.008 12 14 81 M13 Y -.008 -.004 14 16 82 M13 Y -.004 -.0008013 16 18 - Member Area Loads (BLC 1: dead) I,in+ A D I,,,+ f' I....S4 rt r.....,.4;..... I-...4;L_ .4..... .A...r&...n 1 N4 N8 N9 N5 V Two Way -7.2e-5 2 N8 NI N9 V Two Way -7.2e-5 3 N4 N6 N10 N8 V Two Way -7.2e-5 N8 N10 NI Y Two Way -7.2e-5 5 N6 N7 Nil N10 V Two Way -7.2e-5 Ni N1O Nil Y Two Way -7.2e-5 7 N9 Ni Nil Y Two Way -7.2e-5 8 N9 N11 N7 N5 V Two Way -7.2e-5 Member Area Loads (BLC 2: canopy live) In+ A I,..;.., D I..;..+ r' I...;. r r.....:I..,*:.... n.....,...j..ri..s, i N4 N8 N9 N5 V Two Way -.005 2 N8 Ni N9 V Two Way -.005 3 N4 N6 N10 N8 V Two Way -.005 N8 N10 Ni V Two Way -.005 5 N6 N7 N11 N10 V Two Way -.005 'NI NlO Nil V Two Way -.005 7 N9 Ni Nil V Two Way -.005 8 1 N9 I Nil N7 N5 V Two Way -.005 - Basic Load Cases DIE' flat.rr4,%., r...,............ V r.......;u. V -- 1 dead DL 2 canopy live RLL 8 3 wind WLX 5 2 4 wind WLZ 5 2 Uplift OLi 6 jBLC 1 Transient A.. None 82 7 IBLC 2 Transient A..I None 82 Load Combinations .e'rinfnn Q^I DI' QO r.uifJRIEU RISA-31D Version 17.0.4 [DA ... \Dropbox\Custom Canopies\Risa\cc-ionis a4_18x18 cant umrella.r3d] Page 8 Designer : JLM JuLy 24, 2021 2:12 PM IIIRISA Company : CCI Job Number : NKCOMP,Y Model Name : torus Area Checked By:._ Load Combinations (Continued) flr'rinfn q^1 P- QP Plt',-f RI (' ,4 RI 1, P.,f RI f',.+ RI RI ('.+ RI (',.* RI (',4 CIE f'-+ Pl('.+ Envelope Joint Reactions I,sint V rw it' v rvi I r 7 ro i r' RAY ri..a1 I r' RAY fl, ai I f' RA7 ri, fel I PS 1_ N13 max 892 19 2.928 3 892 20 26.446 3 7.823 5 9846 5 2 mm -.892 5 -2.221 17 -.892 6- -33.935 18 -7.823 7 -9.848 1 7 _ Totals: max .892 19 2.928 3 .892 20 4 min -.892 5 1 -2.221 17 -.892 6 Envelope Joint Displacements mint Y rni I r V ru,,i I r 7 rk.1 I (' V I 1' V I PS 7 Ds•s4,...,. r I PS 1 Ni max 1.592 5 1 4.356 181 1.983 1..4375e-218 1159e-278037e-37 _2_ - rnia -1.593 7 1 1-3.827 3 -1.686 3 -3.801e-2 3 -1.159e-2 5 -8.032e-3 5 3 N2 max 1.785 5 4.356 18 3.002 18 4.425e-2 18 1.159e-2 L 8.542e-3 L 4 mm -1.785 7 -3.827 3 -2.566 3 -3.798e-2 3 -1.159e-2 5 -8.537e-3 5 N3 max 1.993 5 4.356 j. 4.068 18. 4.446e-2 18 1.159e-2 ...L 8.753e-3 L 6 T mm -1.994 7 -3.827 3 -3A78 3 -3.798e-2 -1.159e-2 5 -8.748e-3 5 7 N4 max 2.754 5 9.002 18, 2.364 j. 4.257e-2 18 1.156e-2 19. 9.017e-3 .L 8 n* -2.749 7 8.173 3 -1.226 3 -4.087e-2 3 -1.167e-2 5 -6.808e-3 17 9 N5 max .249 5 .505 17 2.361 19 4.407e-2 .18 1.154e-2 L 8.948e-3 L 10 mm -.245 19 -1.202 7 -1.238 3 -3.478e-2 3 -1.168e-2 ..L -6.861e-3 Il ii N6 max 2.749 5 9.002 18 2.364 17 4.257e-2 18 1.167e-2 7 6.811e-3 19 12 min -2.754 7 -8.175 3 -1.226 3 -4.091e-2 3 -1.156e-2117 -9.013e-3 5 13 N7 max .245 17 .505 19 2.361 17 4.407e-2 18 1.168e-2 7 6.864e-3 19 14 mu, 1 -249 7 -1.201 5 -1;238 . -3.482e-2 A.154-2 .j -8.944e-3 5 15 N8 max 2.218 5 6.942 18 1.984 19 4.343e-2 .. 18 1.163e-2 7 8.547e-3 7 16 ' - mm -2.225 7 -6.065 3 --1.448 3 -3.913e-2 3 -1.161e-2 5 -7.698e-3 ji 17 N9 max .859 5 1.933 17 1.983 19 4.401e-2 18 1.158e-2 7 8.52e-3 7_ min -.858 7 -1.6 .. -1.441 3 -3.669e-2 3 -1156e-2 5 -7.718e-3 17 19 NIO max 2.225 5 6.942 181 1.984 17 4.343e-2 18 1.161e-2 7 7.701e-3 19 20 -. 1, mm -2.218 7 -6.065-- 3 --1.448 3 -3.917e-2 3 -1.163e-2 5 -8.543e-3 5 21 Nil max .858 5 1.933 191 1.983 17 4.401e-2 18 1.156e-2 7 7.721e-3 19 22 min -.859 7 -1.6 3 -1.442 3 -3.673e-2 3 -1.158e-2 5 -8.516e-3 5 23 N12 max .265 5 .001 20 1.112 18 2.233e-2 18 5.941e-3 7_ 4.663e-3 1 7 24 -- . min -.265 j_ -.001 3 -.922 .... -1.916e-2 3 -5.941e-3 -4.662e-3 5 25 N13 max 0 20 0 20 0 2 0 2. 0 0 20 : 'rnj0 0i0- 1..0 1 ..L1 0 .L. 0 - Envelope Member Section Forces I Ml I maxI 1.72 3 / .234 17 .244 8 0 11 1.329 18 1.344 17 2 - miii, .318 18 -.235 19 -.226 18 0 - 9 -1.362 8 -1.345 19 3 2' max 1.716 3 .234 17 .244 8 0 ii 1.281 18 1.294 17 4 - _- mm .315-- 18 --.235 19 , -.226 18 0 9 -1.31- 8 -1.294 19 5 3 max 1.712 3 .234 17 .244 8 0 ii 1.232 18 1.244 17 6 mm .313 18 -.235 19 -.226 18 0 9 -1.257 8 -1.244 19 7 4 max 1.708 3 .234 17 .244 8 0 ii 1.184 18 1 1.193 17 RISA-31D Version 17.0.4 [DA ... \Dropbox\Custom Canopies\Risa\cc-ionis a4_18x18 cant umrella.r3d] Page 9 I I J Company : CCI IRISA Designer : JLM ob Number Model Name : lonis Area 4 July 24, 2021 2:12 PM Checked By:__._ Envelope Member Section Forces (Continued) Avirk1 I C' I 1' 7 QI-rrO I P I C' u, Rdb,n, I C' ., rtAnn,. I C' 8. i. min .311 18 -235 .19 -.226 ii. 0 ._j.. -1.205 8 -1.194 ii 9 5 max 1.705 3 .234 17 .244 8 0 11 1.135 18 1.143 17 10 min .309 18 -.235 19 -.226 18 0 9 -1.152 8 -1.143 19 11 6 max 1.701 3 .234 17 .244 8 0 11 1.087 18 1.093 17 12 rxthi .306 II -.235 jj. -.226 18 0 -1.1 8 -1.093 19 13 7 Imax, 1.697 3 1 .234 17 1 .244 8 0 11 1 1.038 18 1.043 17 Ii ri 304 j. -.235 Ii -_226 ii 0 ..i.. -1.048 1 8 -1.043 Ii 15 8 max 1.693 3 .234 17 .244 8 0 11 .99 18 .992 17 16 - mm 302 18 - 235 19 - 226 18 0 9 -.995 8 -.992 19 17 9 max 1.689 3 .234 17 .244 8 0 11 .942 18 .942 17 II. in 3 j '-.235 jj. -.226 18 0 9 -.943 8 - 942 I Ii. ..10Imax, 1.686 3 1 .234 IL .244 8 1 0 jj.. .894 6 .892 A.. 20 - -min 1 .297 18 -.235 I -.226 18 1 0 ...L -.891 20 -.892 ..L. 11. M2 1..... mac .035 j... .45 5 .45 20 0 ..20 .902 6 .9 ....... 22 p 021 17 -45 .1... -.451 ... 0 _L -.899 23 ..2_ ma .031 16 .45 5 .45 20 0 20 .802 6 .8 5 .24.. mm .019 17_ -.45 .j_ -.451 6 0 _j_ -.799 20 -.8 .L 25 ma .028 16 .45 5 .45 20 0 20 .702 6 .7 5 26 I min, .017 17 1 -45 7 -.451 ..j..1 0 _j._. -.699 20 -7 .L .27 ...4_ ma .024 16 .45 5 .45 20 0 20 .601 6 .6 5 jjj 014 17_ -45 .j_. -A51 . 0 .j... -.599 20 -6 ...L. 29 5 max .02 16 .45 5 .45 20 0 20. .501 6 .5 5 30 . . . m .012 17 -.45 .j_ -.451 6 0 1 -.5 20 -.5 i_ 31 6 max .016 16. .45 5 .45 20 0 20 .401 6 .4 1 5 32 min, .0M --.45 .....L ".451 A.. 0 ..j... -4 20 -4 ..i_ 33 7 ImaxI .012 16 .45 5 .45 20 0 20 .301 6 .3 5 34 min 007 17 -45 7 -451 6 0 1 -3 20 -3 7 35 8 max .008 16 .45 5 .45 20 0 20 .2 6 .2 5 36 min 005 17. -.45 :7 --.451 6 0 1 -.2 20 -.2 7 37 9 max .004 16 .45 5 .45 20 0 20 .1 6 .1 5 38 mm 002 17 -.45 7 -.451 6 0 1 -.1 20 -.1 7 39 10 Imax, 0 20 .45 5 .45 20 0 20 0 20 0 20 40 mm 0 1. .45 7 -.451 6 0 V 0 1 0 1 41 M3 1 max -.334 18 .029 3 .003 6 .002 19 .028 3 .018 19 42 - j -2.106 3 '-.019 5 -.008 .... -.002 ..j.... -.012 6 -.077 43 2 max -.334 18 .021 3 .003 6 .002 19 .022 3 .012 .... 19 44 mm -2.105 3 -.023 5 -.008 3 -.002 1 8 -.009 6 -.061 5 45 3 max -.334 18 .009 11 .003 6 .002 19 .016 3 .009 19 46 -min -2.104 3 -.027 5 -.008 ...... -.002 ...L -.007 6 -.048 10 47 4 max -.333 18 .001 1 19 .003 6 .002 19 .01 3 .007 19 48 - mm -2.102 3 -.031 5 -.008 3 -.002 8 -.005 6 -.036 49 _max -.333 I -.001 19 .003 A. .002 Ii .004 3 .011 .. ..& 50 mm -2.101 3 -.044 10 -.008 3 -.002 A. -.002 6 -.017 . 51 6max -.333 18 -.004 19 .003 6 .002 Ii .001 17 .035 _L 52 min -2.098 ..3 -.064 I... -.008 3 . -.002 .... -.001 3 .009 19 53 7 max -.333 1.3 -.006 19 .003 6 .002 19 .002 5 .089 ..10 54 '-:mjn -2.097 3 -.087 -3 -.008 3 -.002 8 1 -.007 3 .013 19 55 8 max -.333 13 -.009 19 .003 6 .002 19 .005 6 .16 10 56 -min, -2.095 3 -.106 3 -.008. 3 -.002 8 -.013 3 .019 19 57 9 Imaxi -.332 13 -.011 19 .003 6 .002 19 .007 6 .242 10 58 mm -2 094 3 - 12 3 - 008 3 - 002 8 - 019 3 026 19 59 -.332 -.014 .003 .002 .009 6 .337 3 60 M21maxi mm -2 093 3 - 128 3 - 008 3 - 002 8 - 025 3 036 19 j M4 -.393 11 .027 IQ .003 j .002 IL .029 3 .021 18 min -1.985 3 -.019 8 -.008 3 -.0028 -.0115 -.077 8 63 __-.393 17 .02 10 .003 5 .002 17 .023 3 .015 18 • mm 1.985 1 3 -.023 i&. -.008 1 _. -.002. -.009 L 5 -.062 R_ RISA-3D Version 17.0.4 [DA ... \Drcpbox\CustomCanopies\Rmscionjs a4_18x18 cant umrella.r3d] Page 10 IIIRISA A NUI-ITSCHEK COMPANY Company Designer Job Number Model Name CCI JLM lonis Area 4 July 24, 2021 2:12 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axiallkl [C v She2rrk1 [C z Sheariki LC Tnrnue1k- [C v-v Mom e--- LC z-z Môme LC 65 1 .1. rn -.393 .17_ .009 10 .003 5 .002 17 .017 3 .01 18 66 mm -1.983 3 -.027 8 -.008 3 -.002 8 -.007 5 -.048 _L ...4...na -.393 IL .003 18 .003 5 .002 17 .011 3 .006 18 68 - mm -1982 3 -031 8 -008 3 -002 8 -005 5 -035 12 69 5 max -.392 17 0 18 .003 5 .002 IL .005 3 .009 7 10 min -1.98 -.044 9 -.008 3 -.002 8 -.002 5 1 -.009 3 71 . -.392 IL -.002 I .003 .. .002 IL 0 8 .033 ....L. 72 p -1.978 3 -.066 3 -.008 ..L -.002 A... -.001 3 006 .i& 73 7 max -.392 17 -.005 18 .003 5 .002 IL .002 8 .092 74 min --1.976 .....L --.091: -.008 3 -.002 8 -.008 3 .008 j. 75 8max -.392 17 -.007 18 .003 5 .002 17 .004 5 .171 3 76 - np -1.974 3 -.11 ..L ''-.008 3 -.002 .L -.014 3 013 J 77 9max -.392 17 1 -.009 18 .003 5 .002 17 .007 5 .261 _.L 78 mm -1.973 ...L -.124 3 -.008 ....L -.002 8 -.02 3 019 J& 79 10 max -.391 17 -.012 18 .003 5 .002 17 .009 5 .361 3 80 . mm -1.973 3 -.132 3 -.008 3 -.002 8 -.026 3 .027 J 81 M5 1 Imax, -.334 18 .018 9 1 .008 3 .002 8 .012 6 .018 17 mm -2.121- 3 -.019 ....L -.003 -.002 IL -.028 3 1 -.078 _L 83 2max -.334 18 1 .014 9 .008 .... 3 .002 8 1 .009 6 .012 17 84 1 mm -2.121 3 -.023 _L -.003 6 -.002 -.022 3 -.061 .L. 85 3 Imax -.334 18 .004 9 .008 3 .002 8 .007 6 .009 17 86 mm -2.12 3 -.027 7 -.003 6 -.002 17 -.016 3 -.05 10 87 4max -.334 18 .001 1 17 .008 3 1 .002 8 .005 6 .007 17 mm -2.119 3 --.031 7 -.003 6 -.002 17 -.01 3 -.033 11 89 5 max -.333 18 -.001 17 .008 A. .002 .L .002 6 .011 .1... 90 p -2.1 17 -.046 JQ -.003 A... -.002 IL -.004 3 - 01 91 6 max -.333 18 -.004 17 .008 3 .002 8 .001 3 .039 - 10 92 mm -2.115 3 -.065 10 -.003 6 -.002 17 -.001 19 .009 17 93 7 max -.333 18 -.006 17 .008 3 .002 8 .007 3 .096 10 94 mm -2.113 3 -.085 3 -.003 6 -.002 17 1 -.002 7 .013 17 95 8 max -.333 18 -.009 17 .008 3 1 .002 8 .013 3 .165 10 96 - mm -2.112 3 -.103 3 -.003 6 -.002 17 .005 6 .019 17 97 9 max -.333 18 -.011 17 .008 3 .002 8 .019 3 .244 3 98 - mm -2.111 3 -.116 3 -.003 6 -.002 17 -.007 6 .027 17 99 10 Imax, -.332 18 1 -.014 17 .008 3 .002 8 .025 3 .337 3 100 --min -2.11 3 1 -.123 3 -.003 6 -.002 17 -.009 6 .036 17 101 M6 I max -.393 19 .036 3 .008 3 .002 8 .011 7 1 .026 10 102 mm -197 3 -019 8 -003 7 -002 19 -029 3 -078 8 03, 2 max -.393 19 .027 10 .008 3 .002 8 .009 7 .014 18- 104 mm -1.969 3 -.023 8 -003 7 -.002 19 -.023 3 -.062 8 105 3 Imax, -.393 19 .015 10 .008 3 .002 8 .007 7 .01 18 106 mm -1.968 3 -.027 8 -.003 7 -.002 19 -.017 1 3 -.046 11 .iPZ ....4_. ma -.393 19 1 .003 18 .008 3 .002 8 .005 7 .006 _18 m -1966 _.L1 -031 _.L -003 j_ -002 19 -011 3 -037 12_ .109 . mac -.392 19 0 18 .008 3 .002 8 .002 7 .009 5 110 I miril 4.964 3 -.041 11 "-.003 7 -.002 19 -.005 3 -.016 3 111 _ 6max -.392 19 -.002 18 .008 3 .002 8 .002 3 .033 8 112 - min -1.962 3 -.065 3 L.003 7 - 002 19 0 8 006 18 113 7max -.392 19 -.005 18 .008 3 .002 8 .008 3 .085 3 114 - mm -1959 3 -092 3 -003 7 -002 19 -002 8 008 18 115 8max -.392 19 -.007 18 .008 3 .002 8 .014 3 .165 3 116, win -1.958, 3 -.114 3 -.003 ._L -.002 Ii -.004 7 013 18 117 9 max -.392 19 -.009 18 .008 3 .002 8 .02 3 .258 3 fl min -1 957 ._. -.128 . -.003 .j_. -.002 19 -007 7 019 18 119 10 ma -.392 19 -.012 18 .008 3 .002 8 .026 3 .361 3 12.0 win -1.956 3 - 137 3 -.003 7 -.002 19 -.009 7 027 18 121 M7 1 max -.611 18 .16 ... .004 .. .001 IL .01 1 6 .337 3 RISA-3D Version 17.0.4 [DA ... \Dropbox\CustomCanopies\Risacc-monms a4_18x18 cant umrella.r3d] Page 11 Company : CCI July 24, 2021 Designer JLM Number : 2:12 PM IIIRISA Job AMTSCRCOMPAUY Checked By: Model Name : lonis Area Envelope Member Section Forces (Continued) MAmhAr 5"pr. AyiIFk1 I ( v Ohpqrrki I C 7 qhp:4rrkl I ( Tnrnii1k- I ( v-v Mnm I ( ,-, MnMA I i. _L !IiLn -3.216 .1 .015 ii -.002 _... -.001 ..6 -.025 3 .036 j._ 123 2 max -.61 18 .118 3 .004 3 .001 17 .009 6 .252 10 124 m -3.213 013 19 -.002 6 -.001 -.022 3 .027 11. 125 ma -.61 18 .087 3 .004 3 .001 IL .008 6 .193 10 12 _Lnjp -3.211 _. .011 19 -.002 6 -.001 6 -.019 3 .019 19_ 127 1 4 Imax, -.61 18 1 .064 3 1 .004 3 .001 17 .007 6 .147 0 - 128 mm -3209 3 009 19 -.002 :6 -.001 6 -.017 3 .013 19_ 129 5 max -.61 18 .05 10 .004 3 .001 17 .006 6 .111 10 130 - min -3208 007 19 -002 6 -001 6 -014 3 008 19_ 131 6max -.61 18 .042 10 .004 3 .001 17 .004 6 .081 0_ - min -3207 005 19 -002 j.. -001 -011 3 004 19_ 133 .L .m -.61 18 1 .036 10 .004 3 .001 .171 .003 6 .056 10_ 134 - min -3206 _ 003 19 -002 6 -001 ._&. -008 3 001 19_ 135 _max -.609 18 .031 10 .004 3 .001 .JL .002 6 .034 -10 136 - jj[i -3206 3 0 ii -002 ..A -001 _.. -006 3 0 19 137. ..9 max -.609 ii. .027 10 .004 3_. .001 JL .001 6 .016 0 - 138 - mm -3.206 3 0 19 -.002 6 -.001 6 -.003 3 0 9 - 139 10 nj -.609 18 1 .024 jQ. .004 3 .001 ii 0 17 .001 9 - 140 min -3.206 3 -.003 19 -.002 6 -.001 6 0 6 -.001 ._ 141 M8 I max -.664 17 .164 3 .004 3 .001 19 .01 5 .361 3 142 . mm -3.164 3 .014 18 -.002 5 -.001 6 -.026 3 .027 18 143 2 max -.664 17 .122 3 .004 3 .001 19 .009 5 .269 3 144 mm -3.161 3 .012 18 -.002 5 -.001 6 -.023 3 .019 1 18 145 3 Imax, -.664 17 1 .091 3 .004 3 .001 19 .008 5 .201 3 146 mm -3.158 3 .009 18 -.002 5 -.001 6 -.02 3 .012 18 147, 4 max -.664 17 .068 3 .004 3 .001 19 .007 1 5 .15 3 148 mm -3157 3 007 18 -002 5 -001 6 -017 3 007 18 149 5 max -.664 17 .053 3 .004 3 .001 19 .005 5 .111 3 150 mm -3.155 3 .005 18 -.002 5 -.001 6 -.014 3 .003 1 18 151 6 Imax, -.663 17 1 .043 3 .004 3 .001 19 .004 5 .081 1 9 152, mm -3155 3 003 18 -.002 5 -.001 6 -.011 3 0 18 153 7 max -.663 17 .036 9 .004 3 .001 19 1 .003 5 .056 9 154 mm -3.154 3 .001 18 -002 5 -.001 6 1 -.009 3 -.002 18 155 8 max -.663 17 .031 9 .004 3 1 .001 19 1 .002 5 .034 9 156 21 - min -3.154 3 0 18 -_002 5 -_001 ._ -_006 3 -_002 j 157 9 Imax, -.663 17 1 .027 9 .004 3 .001 19 0 5 .016 9 - mn -3.153 3 -_002 18 -_002 5 -_001 6 -_003 3 0 18 159 10 ImaxI -.663 17 .024 9 .004 3 .001 19 0 19 .001 6 - jp -3.153 _.L -.004 18 -.002 ....5 -.001 A. 0 6 -.001 17 ii M9 1 max -.611 18 .16 _L .002 _ .001 6 .025 3 .337 _i i.. min -3.217 ..3 , .015 17 -.004 ..L -.001 ii -.01 6 .036 iL 163 2 max -.61 18 .118 3 .002 6 .001 6 .022 3 .252 10 1.4. min -3.213 ...3 .013 17 -.004 3 -.001 19 -.009 6 .027 Ji 165 3 Imax, -.61 18 .086 3 .002 6 .001 .....6 .019 3 .193 j 166 _ - mm -3.211 3 .011 17 -.004 3 -.001 19 -.008 6 .019 17 167. 4 max -.61 18 .064 3 .002 6 .001 6 .016 3 .147 JP in -3.209 A .009 iL -.004 ....3 -.001 19 -.007 6 .013 JL 169 5 ma -.61 18 .05 1 10 .002 6 .001 6 .014 3 .11 10 - 170 min. -3.208 ..3 OD7 .jj. -.004 3 . -.001 19. -.006 6 .008 --17 171 6 max -.61 18 .042 10 .002 6 .001 6 .011 ...._ .081 10 172. min -3.207 3 .005 17 -.004 3 -.001 19 -.004 6 .004 JL 173 7 max -.61 18 .036 10 .002 ..6 .001 ......6 .008 3 .056 1 10 114 min -3.207 ....L 003 IL -_004 3 . -_001 j -_003 6 001 17 175 8 max -.609 18 .031 10 .002 6 .001 6 .005 3 .034 10 176 mmn -3 206 3 0 17 -_004 3 -_001 19 -_002 6 0 17 177 7-?mln max -.609 18 .027 10 .002 6 .001 6 .003 3 .016 10 11781 3206 3 0 17 1 -004 3 -001 19 -001 1 R 1 0 17 - RISA-3D Version 17.0.4 [DA ... \Dropbox\Custom Canopies\Risa\cc-ionis a4_18x18 cant umrella.r3d] Page 12 Designer : JLM July 24, 2021 Company : CCI : 2:12 PM IIIRISA Job Number Checked By: ANEM$CiECOMPANr Model Name : lonis Area 4 Envelope Member Section Forces (Continued) Member Sec AxialFkl LC v ShearFkl LC z Sheariki LC Tarnuelk-. LC v-v Mnme LC '-z Mom IC 1791 ma -.609 18 024 10 002 6 001 6 0 6 001 1 17 180 - mm -3.206 3 -.003 17 -.004 3 -.001 19 0 19 -.001 6 181 M10 1 max -.664 19 .164 3 .002 7 .001 6 .026 3 .361 3 182 mu -3.164 3 014 18 - 005 3 -.001- 17 -.01 7 027 18 183 2.. ma -.664 19 .122 3 .002 7 .001 6 .023 3 .269 3 184 - p -3161 3 012 j -005 3 -001 17 -009 7 019 18 185 ma -.664 19 .091 3 .002 7 .001 6 .02 3 1 .201 3 186 -min -3158 .. 009 i.& -005 -001 17 -008 7 012 .i 187 4 max -.664 19 .068 3 .002 7 .001 6 .017 3 .15 3 188 mm -3.157 3 .007 18 -005 3 -001 17 -.007 7 .007 18 189 5 max -.664 19 .053 3 .002 7 1 .001 6 .015 3 .111 3 190 mm -3.155 3 .005 18 -.005 3 -.001 17 -.005 7 .003 18 191 6 max -.663 19 .043 3 .002 7 .001 6 .012 3 1 .081 11 192 - mm -3155 3 003 18 -005 3 -001 Ii -004 7 0 _18 193 7max -.663 19 .036 11 .002 7 .001 6 .009 3 .056 _11 194 - mm -3154 3 001 18 -005 3 -001 17 -003 7 -002 _1 95 8max -.663 19 .031 11 .002 7 .001 6 .006 3 .035 11 96 - min -3154 ....1. 0 Ii. -005 ..i. -001 ...17 -002 7 -002 _18. 97 9 max -.663 19 1 .027 11 .002 7 .001 6 .003 1 3 .016 11 198 -min -3.153 3 -.002 18 -.005 3 -.001 17 0 7 0 18 199 10 rj -.663 Ii .024 Ii .002 ._L. .001 .. 0 6 .001 .. 200 mm -3.153 3 -.004 18 -.005 3 -.001 17 0 17 -.001 19 201 M15 r 1 max -.127 19 .009 16 0 20 .003 5 0 20 0 20 202 mm -1.176 3 .005 17 0 1 1 -.003 18 0 1 0 1 203 2 Imax, -.127 19 1 .007 16 0 20 .003 5 0 20 -.004 20 204 min -1.176 3 .004. 17 0 1 -.003 18 0 1 -.006 1 205 3 max -.128 19 .005 16 0 20 .003 5 0 20 -.007 20 206 mm -1.177 3 .003 17 0 1 -.003 18 0 1 -.011 1 207 4 max -.128 19 .003 16 0 20 .003 5 0 20 -.009 20 208 mm -1.178 3 .002 17 0 1 -.003 1 18 0 1 -.015 1 209 5 Imax, -.129 19 1 0 16 0 20 .003 5 0 20 -.01 20 win -1.178 0 17 0 1 -.003 18 0 1 -.016 L. 211 6 max -.129 19 0 20 0 20 .003 5 0 20 -.01 20 212 - i'j -1179 _L 0 1 0 .1.... -_003 j 0 1 -_016 ...t_ 213 J.. max -.129 19 -.002 20 0 20 .003 5 0 20 -.009 20 214 min -1.18 3 -.003. 1 .0 1 -.003 1 18 0 1 -.015 1 215 max -.13 19 -.003 20 0 20 .003 5 0 20 -.007 20 216 min -1.1813. -.005 1 0 1 -.003 18 0 1 -.011 1 11 1..max -.13 19 -.004 20 0 20 .003 5 0 20 -.004 20 218 .. . . mm -1.181 3 -.007.; i_ .0 _L -.003 18 1 -.006 .I_. 219 10 max -.131 19 -.005 20 1 0 .2 .003 . 0 20 0 2 220 - min -1182 .... -_009 j... 0 ...L -_003 j... 0 1 0 ...i.. 221 M16 1 Imax,-.113 18 1 .009 16 0 20 .003 19 0 20 0 20 222 n -1-.218 ....L 005 JL 0 .j.... -_003 j.. 0 1 0 .L 223 2 max -.113 18 .007 16 0 .2 .003 Ii 0 20 -.004 2 - win -1 218 ....L 004 17 0 j. - _003 ii 0 L -_006 ..L 225 3 max -.114 18 .005 16 1 0 20 1 .003 19 0 20 -.007 20 226 min -1.219 3 003 17 0 j -.003 18 0 1 -_011 1 227 ma -.114 18 1 .003 16 0 20 .003 19 0 20 -.009 20 228 _________ - mm -1 22 3 002 17 0 1 -_003 18 0 1 -_015 1 229 max -.115 18 0 16 0 20 .003 19 0 20 -.01 20 230 - min -1 221 3 0 17 0 1 -_003 18 0 1 -_016 1 231 6 max -.115 18 0 .20 0 .... .003 Ii 0 20 -.01 ..20. 232 mm -1 221 3 0 1 0 1 -_003 18 0 1 -_016 1 max -.115 j. -.002 2 0 ..ZQ .003 ii 0 20 -.009 20 234 mmn _11:222 3 - _003 1 0 1 235 8 max -.116 18 I -.003 20 0 20 -.003 19 0 20 -.007 ZQ RISA-3D Version 17.0.4 [DA ... \Dropbox\CustomCanopmes\Rmsa\cc-monjs a4-18x18 cant umrefla.r3d] Page 13 Designer : JLM July 24, 2021 IIIRISA Job Number Company : CCI : 2:12 PM ANEMESHECOMW4 Checked By:............, Model Name : lonis Area Envelope Member Section Forces (Continued) Member Sec AxiIFk1 LC v ShrFk1 [C z Shrrk1 [C ThrntjFk- I C v-v Mnmp I C 7-7 MnmA I C 236 min -1.223 3. -.005 1' 0 j_ -.003 18 0 1 -.011 1 237 9 max -.116 18 -.004 20 0 20 .003 _19 0 20 -.004 20 238 mm -1.223 3 -.007 1 0 1 -.003 _18 0 1 -.006 1 239 10 ma -.117 18 -.005 20 0 .ZQ .003 _19 0 20 0 20 240 - mm -1.224 3 -.009 1 0 1 -.003 _18 0 1 0 1 241 M17 ...j..Imax, -.127 IL1 .009 16 1 0 .Q .003 _18 0 20 1 0 20 24 -1.158 ...L .005 IL 0 ..i_ -.003 ....L. 0 1 0 J.._ 243 2 max -.127 17 .007 16 0 20 .003 18 0 20 -.004 .20 244 - mm -1159 3 004 17 0 1 -.003 7 0 1 -.006 .j... 245 3 max -.128 IL .005 I. 0 .20. .003 18 0 20 -.007 ZQ 246 1 min -1.159 . .003 JL 0 1 -.003 1 ...L. 0 1 -.011 ..L. 247 _4.. ma -.128 IL1 .003 iL1 0 2 .003 .11 0 1 20 -.009 20. 24 p -116 .....L 002 17 0 j_ -.003 7 0 1 -.015 L 249 ma -.128 IL 0 16 0 .20. .003 18 0 20 -.01 20 250 mm -1161 0 0 .j. -.003 7 0 1 -016 .....t... 251 ma -.129 17 0 20 0 20 .003 18 0 20 -.01 20 252 - rni -1.161 3 0 j 0 _L -.003 ...L. 0 1 -.016 _L 253 ma -.129 17 1 -.002 20 1 0 20 .003 18 0 20 1 -.009 20 254 tjjj -1162 .... -.003 j... 0 .j.. -.003 ....L. 0 1 -.015 _L 255 8 max -.13 17 -.003 20 0 20 .003 ii 0 20 -.007 .20 256 mm -1.163 3 -.005 1 0 1 -.003 7 0 1 -.011 1 257 ..Lrn -.13 17 -.004 20 0 20 .003 18 1 0 20 -.004 20 258 mm -1164 3 -007 1 0 1 -003 7 0 1 -006 1 259 10 Imax, -.131 17 1 005 20 0 20 .003 18 0 20 0 20 260 mm -1.164 3 -.009 1 0 1 -.003 7 0 1 0 1 261 M18 I max -.113 18 .009 16 0 20 .003 18 0 20 0 20 262 mm -1.235 3 .005 17 0 1 -.003 17. 0 1 0 1 263 2 max -.113 18 .007 16 0 20 1 .003 18 0 20 -.004 20 264 mm -1.236 3 .004 17 0 1 -.003 17 0 1 -.006 1 265 3 Imax, -.114 18 1 .005 16 0 20 .003 18 0 20 -.007 20 266 mm -1.236 3 .003 17 0 1 -.003 17 0 1 -.011 1 267 4max -.114 18 .003 16 0 20 .003 _1. 0 20 -.009 1 20 268 mm -1.237 3 .002 17 0 1 -.003 17 0 1 -.015 1 1 269 5 max -.114 18 0 16 0 20 1 .003 _18 1 0 20 -.01 -20 270 min -1.238 3 0 17 0 1 -.003 17 0 1 -.016 1 271 6 Imax, -.115 18 1 0 20 1 0 20 .003 18 0 20 -.01 20 272 min -1238 3 i 0 1 0 1 -003 17 0 1 -016 1 273 7 max -.115 18 -.002 20 0 20 .003 18 0 20 -.009 20 274 mm -1.239 3 -.003 1 0 1 -.003 17 0 1 -.015 1 275 8 max -.116 18 -.003 20 0 20 .003 18 0 20 -.007 20 276 mm -124 3 -005 1 0 1 -003 17 0 1 -011 1 277 9 Imax, -.116 18 1 -.004 201 0 20 .003 ii1 0 20 -.004 20 278 mm -1.241 3 1 -.007 1 0 1 -.003 17 0 1 -.006 1 279 10 max -016 18 1 -.005 20 0 20 .003 18 0 20 0 20 280 mm '-4.241 3 -.009 1 0 1 -.'003 IL 0 1 0 1 281 M19 1 max .518 10 2.603 18 .743 7 1.437 19 .281 7 1.479 8 282 min -1.223 20 -2.463 . -.743 5 -1.435 IL -.281 5 -1.449 18 283 Z.. .529 2.59 .752 1.437 1.128 ..._Z_... 2.643 . - min, A'229- 20 -2.488 3 -.752 _4. -1.435 IL1 -1128 5 4.391 14 285, 3 max .541 10 2.577 18 .761 7 1.437 19. 1.985 _L_ 5.476 1 1. rjp -1.234 20 -2.513 3 -.761 5 -1.435 IL -1.985 5_. -7.318 18 287 nj .552 IQ 2.563 14 .77 _L 1.437 j... 2.852 7 8.338 3 288 _ - pjj -1 24 .2Q -2 538 - - 77 A -1.435 IL -2.852 5_ -10.23 18 5 _. max .564 10 2.55 14 .778 ..j.. 1.437 19 3.73 ...j_ 11.227 290 - mm -1.246 20 -2.563 3 -.778 5 -1.435 IL -3.729 1 5 -13.127 ..... 18 1 ImaxI .575 jQ 2.537 14 .787 1 ...L1 1.437 1.9.. 4.617 1 ._..L.... 14.145 _i.. 2921 - mm -1252 1 20 -2588 3 -787 1 5 1 -1435 17 1 -4616 1 5 -16009 18 RISA-3D Version 17.0.4 [DA ... \Dropbox\Custom Canopmes\Risa\cc-ionis a4_18x18 cant umrella.r3d] Page 14 Designer : JLM July 24, 2021 Company : CCI Job Number : 212 PM Checked By: ANTSCt1EKCOMPA Model Name lonis Area Envelope Member Section Forces (Continued) RAn,hr ,. Av,,rk1 I C' I C' I C' T--m- I C' s,s, I C' I C' 293 7 max .587 10 1 2.524 18 1 .796 7 1.437 19 5.514 7 17.091 3 294 - min -1.257 -20 -2.612 3 -.796 5 -1.435 17 -5.513 5 -18.876 18 295 8 max .598 10 2.51 18 .805 7 1.437 19 6.421 7 20.066 3 296 min -1.263 20 -2.637 3 -.805 5 -1.435 17 -6.42 5 -21.728 18 297 9 max .61 10 2.497 18 .814 7 1.437 19 7.338 7 23.068 3 298 min, -1.269 20 -2.662 3 -.814 5 1 -1.435 17 -7.337 5 -24.566 18 299 10 max .621 10 2.484 18 .823 7 1 1.437 19 8.265 7 26.099 3 -300 -- min -i.274 20 -2.687 -3 -.823 5 -1.435 17 -8.265 5 -27.388 18 301 M20 1 max 2.928 3 .884 5 .913 20 7.823 5 33.935 18 9.846 5 302 min -2.221 17 -.884 7 -.862 6 -7.823 7 -26.446 3 -9.848 7 303 2 max 2.904 3 .877 5 .906 20 7.823 5 33.183 18 9.064 5 304- mm -2.236 17 -.877 7 -.856 -6 -7.823 7 -26.407 3 -9.066 7 305 3 max 2.88 3 .87 5 .899 20 7.823 5 32.437 18 8.287 5 306- min -2.25 17 -.87- IT -.849 6 -7.823 7 -26.369 - 3 -8.289 7 307 4 max 2.856 3 .863 5 .892 20 7.823 5 31.697 18 7.517 5 308 -min -2 264 47 -863 7 -.842 6 -7.823 7 -26.33 3 1 -7.519 7 309 5 Imax, 2.833 3 .856 5 .885 20 7.823 5 30.963 18 6.753 5 310 min t -2278 1 -856 7 -835 6 -7823 7 -26292 3 -6755 7 311 6 max 2.809 3 .849 5 .879 20 7.823 5 30.236 18 5.995 5 312 - mm '-2.293 17 -.849 7 -.828 6 -7.823 1_ .-26.253 3 -5.997 .i_ 313, 7 max 2.785 3 .842 5 .872 20 7.823 5 1 29.515 18 5.243 5 .14 min -2.307 17 -.842 7 -.821 6 -7.823 7 -26.215 3 -5.245 7 315 8 Imax, 2.761 3 .835 5 .865 20 7.823 5 28.8 18 4.497 5 316'- p -2321 17 -835 j_ -814 . -7823 ._L -26176 3 -4499 .i_ 317 9 max 2.738 3 .828 5 .858 20 7.823 5 28.091 18 3.758 5- 318j min -2.335 1 17 - 828 7 - 807 6 -7.823 7 -26.138, 3 -3.7 7 1 3191 1 10 max 2.714 1 3 .822 5 .851 20 7.823 _L 27.388 1 18 1 3.026 1 IL 1 3201 k rnirm -2.35 -17 1 -.822 7 - -.8 -. 6 -7.823 j_ -26.099 3 1 -3.027 1j Envelope AlSC 15th(360-16): ASD Steel Code Checks C',A t'I, I .....r1 k........f' I I f' __ n., ,-s,.. 1 Mi PIPE-6.0 .064 0 8 .006 0 8 129.936 30.7... 22.216 22.216 1.66 Hi-lb 2 M2 PIPE-6.0 041 0 6 Oil 0 6 129.874 2221622216 1 Hi-lb 3 M3 pi-30_10 .166 6.951 3 .014 6.9...- 3 22.096 1.495 2.542 2.542 3.109 Hi-lb _4_ M4 pI30_10 174 6.951 3 014 69 3 22.096 31.495 2.542 2.542 3.049 H1-1b ..._ M5 p1-30_b .166 6.951 3 .013 6.9.. - 3 22.096 1.495 4._2 3.021 Hi-lb 6 M6 p130_b 174 6951 3 015 6.9..- 3 22.096 31.495 2.542 3.153 Hi-lb .J_ M7 p1-30_1 0 _184_ 0 3 .017 ..Q 3 24.575 31.495 2.542 2.,542 1 2.339 Hi-lb _ M8 PI 30_b _I93 0 3 018 0 - 3 24.575 31.495 2.542 2.5421 2.284 Hi-lb ._ M9 pi-30_10 .184 0 3 .017 0 - 3 24.575 31.495 2.542 2.542 2.342 Hi-lb 10;-Ml0 pi3010 193 0 3 018 0 - 3 24.575 31.495 2_42254 2.282 HI-lb ii_ M15 pi-2.5_12 .052 3.717 3 .005 .Q.. - 5 9.198 16.254 1.5 1.035 1.14 Hi-lb 12_ M16 p125_12 053 3717 3 005 7.36 _ 7 9198 16.254 1035 1035 114 Hi-lb 13_ M17 pi-2.5_12 .052 3.717 3 005 .Q - 7 9.198 116.254 1.035 1.0_5 1.14 H1 lb 14_ M18 p125_12 054 3717 3 005 7. 5 9.198 16.254 1..5 1 035, 114 Hi-lb 15 M19 HSS7.5... .867 10.198 Ii .101 0 - 19 143.898 165.7...31.647 31.647 1.61 Hi-lb M20 PIPE_8.0; .784 0 11 .212 0 - 7- 1 184.955 197.4...43593 43.5931 1.004 Hi-lb Material Takeoff --- - .._L Hot Rolled Steel ______________________________________________________________________ LIII.1tIIIlLI vvelgnjlr..I 2 - -- A36 1.5-rod -- 4 72 .433 3 A36 pi-2.5 12 4 29.4 .076 4 A36 Di-3010 8 - 51.1 .254 RISA-3D Version 17.0.4 [DA ... \Dropbox\Custom Canopies\Risa\cc-ionis a4_I8x18 cant umrella.r3d] Page 15 Designer : JLM July 24, 2021 Company : CCI : 2:12 PM IIIRISA Job Number Checked By:..... AU1SCUFJCQMP Model Name : lonis Area Material Takeoff (Continued) MtriI Si7p Pir I pnrithlffl AIirihtrI(1 5 A500 42 HSS7.500X0.312 1 10.2 .229 .6 A500 42 PIPE 6.0 2 3.9 .07 7 A50042 PIPE 8.0 1 8 .214 8 TotaIHR Steel 20 174.6 1.274 RISA-31D Version 17.0.4 [DA ... \Dropbox\Custom Canopies\Risa\cc-ionis a4_18x18 cant umrella.r3d] Page 16 JOB NAME: JOB NO.: DATE: ENGINEER: DWG. REF.: TAB NO.: SHEET NO.: I Main Wind-Force Resisting System Wall Pressures - ASCE 7.16 For Buildings of All Heights General parameters: Building properties: Risk Category([, II, Ill, IV): II Mean Roof Height, h: 15 ft Basic Wind Speed, V: 110 mph Parapet Height: 0 ft Mean recurrence interval: 50 year Typical length in x-direction, L1: 55 ft MRI factor: 1.00 Typical length in y-direction, L2: 55 ft Adjusted Basic Wind Speed, V: 110 mph Velocity pressure coeff. Kh: 0.85 Velocity pressure q: 22.4 psf Exposure Category (B,C,D): C a: 9.50 Recommended Gust Effect Factors: Zg 900 Damping ratio, 3: 0.015 Topographic factor, K2 : 1.00 Building period, T (x-dir.): 1.00 sec Wind directionality factor, Kd: 0.85 Building period, T (y-dir.): 1.00 sec Gust Effect Factor, G (x-dir. wind): 0.95 Gust Effect Factor, G (x-dir.): 0.85 Gust Effect Factor, G (y-dir. wind): 0.95 Gust Effect Factor, G (y-dir.): 0.85 Internal pressure coefficient, +GC: 0.00 Internal pressure coefficient, -GC: 0.00 Windward pressure coefficient, C: 0.80 L2 Side pressure coefficient, C: -0.70 L1 Parapet: Simplified Parapet Calculations: Total Force of Both Parapets (x-dir.) 0.0 k o Total Force of Both Par. (x-dir.) 0.0 k Total Force of Both Parapets (y-dir.) 0.0 k o Total Force of Both Par. (y-dir.) 0.0 k Force Applied at Height (x-dir.): 15.0 ft i Force Applied at Height (x-dir.): 15.0 ft Force Applied at Height (y-dir.): 15.0 ft Force Applied at Height (y-dir.): 15.0 ft Base moments and shears: Distance from ground level (z=0) to foundations 3 ft Base shear die to x-direction wind (excluding ground level): 31 k Base moment due to x-direction wind at ground level (z=0): -1,358 k-ft Base moment due to x-direction wind at foundation: -1,266 k-ft Base shear due to y-direction wind (excluding ground level): 31 k Base moment cue to y-direction wind at ground level (z0): -1,358 k-ft Base moment cue to y-direction wind at foundation: -1,266 k-ft Notes: Positive and negative pressures signify pressures acting toward and away from the surfaces, respectively. Refer to Figure 27.4-1, ASCE 7-10 for wind pressure diagrams. JOB NAME: JOB NO.: DATE: ENGINEER: DWG. REF.: TAB NO.: SHEET NO.: I Main Wind-Force Resisting System Wall Pressures - ASCE 7-16 I For Buildings of All Heights Buildings properties and Results: X-direction wind Y-direction wind z (user) L1 (user) L2 (user) K L1 L2 p F p F (ft) (psf) (ft) (ft) (psf) (k) (psf) (k) 15 0.85 22.4 55 55 27.6 -125 27.6 -125 180 1.43 37.7 55 55 39.3 -157 39.3 -157 160 1.40 36.8 55 55 38.6 42 38.6 42 140 1.36 35.8 55 55 37.8 42 37.8 42 120 1.32 34.6 55 55 36.9 41 36.9 41 100 1.27 33.3 55 55 35.9 40 35.9 40 80 1.21 31.8 55 55 34.8 38 34.8 38 60 1.14 29.9 55 55 33.4 37 33.4 37 40 1.04 27.5 55 55 31.5 35 31.5 35 20 0.90 23.7 55 55 28.7 24 28.7 24 10 0.85 22.4 55 55 27.6 15 27.6 15 0 0.85 22.4 55 55 27.6 8 27.6 8 Title: Job # Dsgnr: Date: Description: Scope: Pole Embedment in Soil Page Description Post Footing General Information Allow Passive 300.00 pcf Applied Loads... Max Passive 3,000.00 psf Point Load 4,250.00 lbs Load duration factor 1.330 distance from base 8.000 ft Pole is Circular Diameter 36.000 in Distributed Load 0.00 #Ift No Surface Restraint distance to top 8.000 ft distance to bottom 0.000 ft Moments @ Surface... Point load 34,000.00 ft-# Total Moment 34,000.00 ft-# Distributed load 0.00 Total Lateral 4,250.00 lbs Without Surface Restraint... Required Depth 7.349 ft Press © 1/3 Embed.. Actual 986.42 psf Allowable 977.35 psf Title: Job # Dsgnr: Date: Description: Scope: Steel Column Base Plate Description Base Plate Design General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Loads Steel Section P8std Axial Load 0.50 k Section Length 8.625 in Section Width 8.625 in X-X Axis Monant 34.00 k-ft Flange Thickness 0.322 in Plate Dimensions Web Thickness 0.322 in Plate Length 16.000 in Allowable Stresses Plate Width 16.000 in Concrete ft 3000.0 psi Plate Thickness 0.875 in Base Plate Fy 36.00 ksi Load Duration Factor 1.330 Support Pier Size Anchor Bolt Data Pier Length 36.000 in Dist. from Plate Edge 2.000 in Pier Width 36.000 in Bolt Count per Side 2 Tension Capacity 17.700 k Bolt Area 0.790 in2 Summary Baseplate OK Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 857.9 psi Allow per AC1318-95, A3.1 Partial Bearing: Bolts in Tension = 0.3 * f'c * Sqrt(A2JA1) * LDF 2,394.0 psi Allow per AISC J9 2,793.0 psi Plate Bending Stress Thickness OK Actual fb 33,756.4 psi Max Allow Plate Fb 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 13.006 k Allowable 17.700 k RX fs= 36 in diam. Code: ACI 318-14 Units: English Run axis: About X-axis Run option: Investigation Slenderness: Not considered Column type: Structural -8 Bars: ASTM A615 IE 5fy P(kip) . r i -'J'J'J File: untitled.col Project: Column: Engineer: rc = 2.5 ksi fy = 60 ksi Ag = 1017.88 in'2 6 #4 bars Ec = 2850 ksi Es = 29000 ksi As = 1.20 inA2 rho = 0.12% fc = 2.125 ksi e...yt = 0.00206897 in/in Xo = 0.00 in lx = 82448 in"4 e_u = 0.003 in/in Yo = 0.00 in ly = 82448 jA4 Betal = 0.85 Min clear spacing = 13.88 in Clear cover = 3.38 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65