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Permit D15-0247 - WESTFIELD SOUTHCENTER MALL - 2 TENANT SPACES
WESTIELD MAIL 141 SOUTHCENTER MAIL D15-0247 City of Tukwila • Department of Community Development + 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 9202470130 Permit Number: D15-0247 Address: 141 SOUTHCENTER MALL Issue Date: 12/31/2015 Permit Expires On: 6/28/2016 Project Name: WESTFIELD MALL Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940, CARLSBAD, WA, 92013 Contact Person: Name: GRACE ROBINSON Address: 2505 THIRD AVE, SUITE 324, SEATTLE, WA, 98121 Contractor: Name: J E M CONSTRUCTION INC Address: 29506 8TH AVE S , ROY, WA, 98580 License No: JEMC01*033DD Lender: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940, CARLSBAD, CA, 92013 Phone: (206) 720-7001 Phone: (253) 843-2765 Expiration Date: 5/15/2017 DESCRIPTION OF WORK: RE -DEMISING EXISTING TENANT SPACE INTO (2) NEW TENANT SPACES IN PREPARATION FOR FUTURE TENANT. WORK SHALL INCLUDE SELECTIVE DEMOLITION OF FINISHES, RESTROOMS AND KITCHEN EQUIPMENT, CONSTRUCTTION OF NEW DEMISING WALLS, EXTEND UTILITIES TO THE FUTURE TENANT SPACE AS REQUIRED. Project Valuation: $385,600.00 Fees Collected: $6,706.92 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: 116 Occupancy per IBC: M Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: �+ ` Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the coQditions attached to this permit. Signatu Print N a e: Date: �� ' " �Is— me: i�- This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 2: Maintain fire extinguisher coverage throughout. 6: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 4: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 3: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 8: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 7: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 9: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 5: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 10: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 11: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 12: 'BUILDING PERMIT CONDITIONS' 13: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 14: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 15: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 16: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 17: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 18: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 19: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire -resistance design as designated in the approved construction documents. 20: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 21: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 22: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 23: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 24: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center(206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 1400 FIRE FINAL 19 0409 FRAMING 0101 PRE -CONSTRUCTION 4026 Sl-STRUCT STEEL 4004 SI-WELDING CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 littp://�v\A,w.'I'ukwilaWA.gov Building Permit No. — U��'l Project No. Date Application Accepted: Cl— 1E, — , _ r Date Application Expires: e2,�, — J�TI (a use CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No.: 920247-0130 Site Address: 21 SouthCenter Blvd. Tenant Name: Westfield Mall- Suite 712 Re -demise PROPERTY OWNER Name: Westfield Southcenter Address: 2800 Southcenter Blvd. City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Grace Robinson/Craft Architects Address: 2505 3rd Ave., Suite 324 City: Seattle State: WA Zip: 98121 Phone: (206) 720-7001 Fax: (206) 720-2949 Email: grace@craftarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Suite Number: 712 Floor: 1 New Tenant: ❑ .....Yes ❑ ..No ARCHITECT OF RECORD Company Name: Craft Architects Architect Name: Kathy Craft -Reich Address: 2505 3rd Ave., Suite 324 City: Seattle State: WA Zip: 98121 Phone: (206) 720-7001 Fax: (206) 720-2949 Email: kathy@craftarchitects.com ENGINEER OF RECORD Company Name: Hargis Engineers Engineer Name: Mike Daley Address: 1201 3rd Ave. Suite 600 City: Seattle State: WA Zip: 98101 Phone: (206) 448-3376 Fax: Email: michael.daley@hargis.biz LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: L�-'- Address: l City 0 State: l� t Zip HAApplicationsWorms-Applicmions On Line\2011 ApplicationsTernut Application Revised - 8-9-1 Ldocx Revised: August eon Page I of 4 bh BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 385,600 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Redemising existing tenant space into (2) new tenant spaces in preparation for future tenant. Work shall include selective demolition of finishes, restrooms and kitchen equipment, construction of new demising walls, extend required utilities to the future tenant space as required. Will there be new rack storage? ❑..... Yes 0.. No if yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Is' Floor 9,401 II M 2 Id Floor 3 rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ....... Yes ©....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: jZ ....... Sprinklers El ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .......Yes ❑ .......No If "yes, attach list ofmaterials and storage locations on a separate 8-112"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationskFoms-Applications On Linek2011 Applications\Permit Applimlion Revised - 8.9.1 Ldocx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFORMATION - 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District 4125 ❑ .. Highline El.. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System —For on -site septic system; provide 2 copies of a current septic design approved by King County Health Department. Submitted with ADDlication (mark boxes which aDr ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ... Hold Harmless —(ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours El —Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut El.. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # .Water OnlyMeter Size............ WO # " - ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\rorms-Applications On Line\2011 ApplicationsWermit Application Revised - 8A-1l.doccs Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER Print Name: Grace Rotinson/Craft Architects Mailing Address: 2505 3rd Ave., Suite 324 Date: t � �2pI Day Telephone: (206) 720-7001 Seattle WA 98121 City State Zip HAApplicationsWortns•Applications On LineU01 I Applications\Permit Application Revised • 8.9.1 I.docx Revised: August 2011 Page 4 of 4 bh DESC• • TIONS ACCOUNT QUANTITY PAID PermitTRAK $6,494.19 D15-0247 Address: 141 SOUTHCENTER MALL Apn: 9202470130 $4,149.75 DEVELOPMENT $3,952.62 PERMIT FEE R000.322.100.00.00 0.00 $3,942.60 PLAN CHECK FEE R000.345.830.00.00 0.00 $5.52 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $197.13 TECHNOLOGY FEE R000.322.900.04.00 0.00 $197.13 D15-0265 Address: 680 SOUTHCENTER MALL Apn: 9202470010 $972.29 DEVELOPMENT $926.20 PERMIT FEE R000.322.100.00.00 0.00 $921.70 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $46.09 TECHNOLOGY FEE ROOO.322.900 : 04.00 0.00 $46.09 M15-0125 Address: 21 SOUTHCENTER MALL Apn: 9202470130 $1,225.67 MECHANICAL $1,167.30 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $1,134.80 TECHNOLOGY FEE $58.37 TECHNOLOGY FEE R000.322.900.04.00 0.00 $58.37 PG15-0116 Address: 21 SOUTHCENTER MALL Apn: 9202470130 $146.48 PLUMBING $139.50 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $107.00 TECHNOLOGY FEE $6.98 TECHNOLOGY FEE R000.322.900.04.00 0.00 $6.98 TOTAL FEES PAID BY RECEIPT: R7017 4., .19 Date Paid: Thursday, December 31, 2015 Paid By: J E M CONSTRUCTION INC Pay Method: CHECK 14391 Printed: Thursday, December 31, 2015 11:14 AM 1 of 1 SYSTEMS Date Paid: Friday, September 25, 2015 Paid By: WESTFIELS Pay Method: CHECK 05000124 Printed: Friday, September 25, 2015 3:49 PM 1 of 1 Ic ��SYSTEMS i/ ►10_ INSPECTION RECORD Retain a copy with permit 0 7 I CT[ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: r _ Type gf InVection: �ll� aJ A dre s: S©c.cA q (t Date Ca le pe-dal Instructions: �� Date Wanted: a.m. (X p.m. Requester, Phone No: ®6 -;'q e` jinspector: V-1-101�-- I. . jDate: „ , ,, ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 7 Ld INSPECTION RECORD Retain a copy with permit INS ION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: � ' - d T� Type of pection: 'O- �,►�� c` Ads: dre �0 VC Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Inspector: JDat3_ 7 _(6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. li INSPECTION RECORDEr& 67 Retain a copy with permit iNSP � N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 SOuthcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request tine (206) 438-9350 Project- Crl I �� d Type of Inspection: '> Acj�s�ovfvcl* Ag Bate Called: Special Instructions: Date Wanted: a.m. Z— z 6 —1 / p.m. Requester: y Phone No: IInspector: e--� IDate: 2— —2-9'! (/, I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP N N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd- #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: ,� �� f �� ( TYPe f Inspec "on:� Type A dyes/s: d� 14/ / Date ailed: ' Special Instructions: � c �a (!A +mot Date Wante,d::r 1 a.m. L -�C2 \,6 P.m. Requester: Phone No: s 2- f6 — FJ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Pro"ect• .�9 � � Type finspectign:d !� l Ad qel s:" ofr 'q(�C Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Gr L r Phone-Mo. -33 �- oApproved per applicable codes. FrCorrections required prior to approval. Inspector: �/'� Date�� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 7 Retain a copy with permit WO-ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 "!� f&el INSPECTION RECORD Retain a copy with permit P 15 �� % I CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Lire (206) 438-9350 P�� . �`� l t� /�"�''1. Type of Inspection: Ai dre$s:�a� ��� ®ate Called: Special Instructions: Date Want a.m. 7i' ct p.m. Requesters `� J-e^ �' ` Phone No: Z t) q v3 nApproved per applicable codes. El Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. V INSPECTION RECORD 4 Retai17 a copy with permit �� IN CTlGN N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project: ,A � �' Type of n�sp�ect�iant Andre s:"�'t a C �I Date Called: Speci I I tfuctions: 0,:h tde,-p ACC-S oq/,T M t reFF - co-pe' bl f �d�i'bt✓ �'��t 1✓f SS"t 7 Date Wanted; Z—1 6— p.m. Re uester: Phone No: IX3 v6d� Approved per applicable codes. Corrections required prior to approval. COMMENTS: /T "J NTY El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 9 INSPECTION RECORD Retain a copy with permif W 5 ©� % 1,6 N IN o. PERMIT NO. CITY OF `m UKWIL,A: BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project: Typ of Inspection: v-s� A, (--I. OUP e ,Qt f Date Called: Special Instructions: Date Wanted: a.m. Z — // p.m. Requester: i Phone No: inspector: Date: -q � L — r'6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD - . ( Retain a cop with permit ab INSPECTION NUMBER \C- PERMIT NUMBERS CITY OF TUKWILA F�Rg DEPARTMENT ?nA_S7r,_4Ah7 Proj ct: Type of Inspection: Add ress: , t S. tvie"L Contact Person: Suite #: U Special Instructions: Phone No.: 1. LrAApproved per applicable codes. Corrections required prior to approvo. COMMENTS: N 0� Q� l � 9 J/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occu an T e: Inspector: .1`j � j Date: 11116 1 Hrs.: j $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 FILE October 6, 2015 RECEiVLI D CITY OF TUKWILA QUANTUM OCT26 2015 CONS ULTIIJG E N G I NEERS PERMIT CENTER STRUCTURAL CALCULATIONS (Permit Submittal) SUITE 712, RE -DEMISE Din Tai Fung 21 Southcenter Mall Tukwila, WA '3ORREC;Iipw ! TR# D 15.O14'1 Quantum Job Number: 15365.01 Prepared for. CRAFT ARCHITECTS 2505 Third Avenue, Suite 324 Seattle, Washington 98121 Prepared by. QUANTUM CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 3 2015 City of Tukwila BUILDING DIVISION A6 N 6 o.CT2©%5' QUANTUM I CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 SUITE 712, RE -DEMISE Din Tai Fung 21 Southcenter Mall Tukwila, WA Quantum Job Number: 15365.01 INDEX DESIGNCRITERIA............................................................................................................... A - 1 RTU-2...................................................................................................................................... C - 1 MUA-1..................................................................................................................................... D - 1 li QUANTUM I CONSULTING ENGINEERS STRUCTURAL DESIGN CRITERIA SUITE 712, RE -DEMISE DIN TAI FUNG 21 SOUTHCENTER MALL TUKWILA, WA 98188 QUANTUM JOB NUMBER: 15365.01 CODE CRITERIA: BUILDING CODE.............................................................. 2012 INTERNATIONAL BUILDING CODE BUILDING DEPARTMENT....................................................................................CITY OF TUKWILA SNOW.............................................................................................................................. 25 PSF MATERIALS CRITERIA: STRUCTURAL STEEL: WIDE -FLANGE SECTIONS: A-992.................................................. MISCELLANEOUS SECTIONS: A-36.............................................. WELDING.................................................................................... ........... Fy=50,000 PSI ........... Fy=36,000 PSI ........... Fy=70,000 PSI A-1 STRUCTURAL DESIGN CRITERIA SUITE 712, RE -DEMISE DIN TAI FUNG 21 SOUTHCENTER MALL TUKWILA, WA 98188 QUANTUM JOB NUMBER: 15365.01 ASSEMBLY WEIGHTS COMMENTS GRAVITY MEMBRANE ROOFING 2.0 PSF METAL DECKING 2.0 PSF R30INSULATION 1.0 PSF 5/8" GWB - 2 LAYERS 5.2 PSF SPRINKLERS 3.0 PSF LIGHTS, DUCTS 1.0 PSF MISCELLANEOUS 0.8 PSF ROOF DL 15.0 PSF + BEAM WT SL = 25 PSF A-2 STRUCTURAL DESIGN CRITERIA SUITE 712, RE -DEMISE DIN TAI FUNG 21 SOUTHCENTER MALL TUKWILA , WA 98188 QUANTUM JOB NUMBER: 15365.01 PROJECT DESCRIPTION: The project is the structural design of support framing for new rooftop mechanical units. There are existing rooftop units which are slated to be removed. The existing roof framing is metal deking spanning over steel bars joist s and steel wide flange beams. The new mechanical units will be mounted on manufacturer supplied metal curbs. The framing on the structural drawing is the structural steel support below those mechanical curbs. The steel bar joists do not have adequate capacity to support the corner loads of the mechanical units. W12 framing has been introduced spanning parallel to the joist to support the load. One end on the mechanical unit aligns over an existing bar joist. A steel beam has been located 1-foot away to pick up the cornerload. A-3 TRANS' All dimensions are in inches. Note: Duct flanges mount 7-7116" down inside the curb on the 1-112" curb flanges. See recommended duct dimensions on the next page. Roolcurb is intended for down/low use only. Dimensional Data r-Ificiellcy) MMA ACCESS w HORIZONTAL ONLY 004.4rLok MOMS DUN COZ 1.00 KPI 31k HOLE :W. 41 T CONTROL WIRES) R rRES) 1 itz CURE 141 Downflow Unit Clearance DOWNFLOW 36 CLEARANCE 68' UNIT OUTLINE CLEARANCE: FROM 68TOP OF UNIT 72' FROM ROOF * OPENING 76 112' CLEARANCE 48' CLEARANCE 60'� A-4 RT-PRC001-EN All dimensions are in inches. Downflow Duct Connections — F 77/1 Note. Duct flanges mount 7-7116" dop inside the curb on the 1-112" cur flanges. Roofcurb Is Intended for downflo only. Horizontal Unit Supply/Return and Unit Clearance 'f 400001-EN TRANE' Dimensional '15 - 2L ns Effic:iencv) Data 20, (st-'MVIMNI EC-i"If6ency) 1 2 ?M8!5-!vw0 Y 26 'f2 CLEARANCE 18 2 4 %6 27si16 A-5 1 . 1\22 ERIMETER URB FLANGE FILTER ACCESS DOOR HORIZONTAL. UNITS ONLY Y I HORIZONTAL 46'/ir. CONDENSATE DRAIN CONNECTIONONPT . I 6 CLEARANCE 38 61 U 0- M12 O O O a 06 O O �O 37 23 24 30 33 43 47 48 49 50 48A N53 N54 N56 N58 N60 N52 Envelope Only Solution RTU-1 SK-1 Sept 24, 2015 at 8:48 PM Roof Framing - RTU 1.r3d I I 36 M28A � M13 N41 N25 N26 N B-1 Company Designer Job Number Model Name RTU-1 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Increase Nailing Capacity for Wind? Yes Area Load Mesh(in A2 144 Merge Tolerance in .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automaticly Iterate Stiffness for Walls? Yes Maximum Iteration Number for Wall Stiffnes Gravity Acceleration ft/sec^2 32.2 Wall Mesh Size in 12 Ei ensolution Convergence Tol. 1.E- 4 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 Ad'ust Stiffness? Yes Iterative RISAConnection Code AISC 13th 360-05 : ASD Cold Formed Steel Code AISI S100-07: ASD Wood Code AF&PA NDS-05/08: ASD Wood Temperature < 100F Concrete Code ACI 318-11 Masonry Code ACI 530-08: ASD Aluminum Code AA ADM 1-05: ASD - Building Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method Exact Inte ration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectan ular 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 Min % Steel for Column 11 Max % Steel for Column 18 Sept 24, 2015 Checked By: RISA-3D Version 12.0.0 [\...\...\...\...\...\Calcs\Roof Framing - RT' '.. ;il Page 1 B-2 Company IRISA Designer Job Number TECNN0IOGIES Model Name Global. Continued RTU-1 Seismic Code ASCE 7-10 Seismic Base Elevation ft Not Entered Add Base Weight? Yes Ct Z .02 Ct X .02 T Z sec Not Entered T X sec Not Entered RZ 3 RX 3 Ct Exp. Z .75 Ct Exp. X .75 SD1 1 SDS 1 S1 1 TL sec 5 Risk Cat I or II Seismic Detailing Code ASCE 7-05 Om Z 1 Om X 1 Rho Z 1 Rho X 1 Horizontal Proiect Grid Locations Label Distance ft Sept 24, 2015 Checked By: Increment ft 1 5.75 224 0 2 6 232 8 3 6.25 238 6 4 6.5 244 6 5 6.75 250 6 6 7 256 6 7 7.25 262 6 8 7.5 268 6 9 7.75 274 6 10 8 1 280 6 Vertical Proiect Grid Locations Label Distance fftl Increment fftl 1 Z -5.75 0 2 Y 0 5.75 3 X.75 6 6 4 X.5 12 6 5 X.25 18 6 6 X 24 6 7 W.75 30 6 8 W.5 36 6 9 W.25 42 6 10 W 48 6 11 V.75 54 6 12 V.5 60 6 13 V.25 66 6 14 V 72 6 _s RISA-3D Version 12.0.0 [\...\...\...\...\...\Calcs\Roof Framih-i - PTU 1.r3d] Page 2 B-3 Company Sept 24, 2015 IRISA Designer Job Number Checked By: TEC MNo l,otilEs Model Name RTU-1 Hot Rolled Steel Properties I nhal F r4cil t= ri-a AI.. Tk-- / Il-;h, Vi-lAft-;I D., Curl.c.il Df 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 58 1.2 3 A992 29000 11154 .3 .65 .49 50 1.1 58 1.2 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.3 58 1.1 5 1 A500 Gr.461 29000 11154 .3 .65 .49 46 1.2 58 1.1 Hot Rolled Steel Section Sets I nhal Chnna T,,na nacinn I iet rlacinn A rin71 L,., rinAl h- rinAl I rinAl 1 ex W12 purlin W12x14 Beam Wide Flange A36 Gr.36 T ical 4.16 2.36 88.6 .07 2 ex W16x26 W16x26 Beam Wide Flange A36 Gr.36 Typical 7.68 9.59 301 .262 3 ex W16x31 W16x31 Beam Wide Flangle A36 Gr.36 Typical 9.13 12.4 375 .461 4 ex W14x22 W14x22 Beam Wide Flange A36 Gr.36 Typical 6.49 7 199 .208 5 ex W16x36 W16x36 Beam Wide Flan a A36 Gr.36 T ical 10.6 24.5 448 .545 6 hvac surmort L4x4x4 Beam Sin le Angle A36 Gr.36 Typical 1.93 3 3 .044 7 ex W8x10 W8x10 Beam Wide Flange A36 Gr.36 T ical 2.96 2.09 30.8 1 .043 8 ex W16x40 W16x40 Beam Wide Flange A36 Gr.36 Typical 11.8 28.9 518 1 .794 9 new W12x14 W12x14 Beam Wide Flange A992 T ical 4.16 2.36 88.6 1 .07 10 ex W21 x62 W21 x62 Beam Wide Flan e A36 Gr.36 Typical 18.3 57.5 1330 1.83 Joint Coordinates and Temperatures I Thal v rffl v rfo 7 rffl T....... rCl 1 N1 54 0 232 0 2 N2 54 0 256 0 3 N3 60 0 232 0 4 N4 60 0 256 0 5 N5 48 0 232 0 6 N6 48 0 256 0 7 N7 42 0 232 0 8 N8 42 0 256 0 9 N9 36 0 232 0 10 N10 36 0 256 0 11 N11 30 0 232 0 12 N12 30 0 256 0 13 N13 24 0 232 0 14 N14 24 0 256 0 15 N23 72 0 232 0 16 N24 72 0 256 0 17 N25 66 0 232 0 18 N26 66 0 256 0 19 N43 72 0 280 0 20 N44 66 0 280 0 21 N45 60 0 280 0 22 N46 54 0 280 0 23 N47 48 0 280 0 24 N48 42 0 280 0 25 N49 36 0 280 0 26 N50 30 1 0 280 0 27 N51 24 0 280 0 28 N28 24 0 262 0 29 N29 48 0. 262 0 30 N30 72 0 262 0 31 N31 24 :.0. .. 268 0 32 N32 48 ! 268 0 RISA-3D Version 12.0.0 [\...\..:\...\...\...\Calcs\Roof RTU 1.r3d] Page 3 3- Company Sept 24, 2015 IIRISA Designer Job Number Checked By: TECNNOLOGIES Model Name RTU-1 Joint Coordinates and Temperatures (Continued) Label X fftl Y rftl Z fftl Tema fFl Detach From DiaDh... 33 N33 72 0 268 0 34 N34 24 0 274 0 35 N35 48 0 274 0 36 N36 72 0 274 0 37 N37 72 0 224 0 38 N38 48 0 224 0 39 N39 24 0 224 0 40 N41 66 0 224 0 41 N42 60 0 224 0 42 N43A 54 0 224 0 43 N44A 42 0 224 0 44 N45A 36 0 224 0 45 N46A 30 0 224 0 46 N46B 0 0 224 0 47 N47A 0 0 256 0 48 N48A 0 0 280 0 49 N49A 0 0 262 0 50 N50A 0 0 268 0 51 N51 A 0 0 274 0 52 N52 -5.75 0 256 0 53 N53 -5.75 0 224 0 54 N54 -5.75 0 232 0 55 N55 24 0 238 0 56 N56 -5.75 0 238 0 57 N57 24 0 244 0 58 N 58 -5.75 0 244 0 59 N59 24 0 250 0 60 N60 -5.75 0 250 0 61 N61 0 0 232 0 62 1 N62 0 0 238 0 63 N63 0 0 244 0 64 N64 0 0 250 0 65 N65 26.25 0 248.5 0 66 N66 26.25 0 241.75 0 67 N67 26.25 0 256 0 68 N68 26.25 0 232 0 69 N69 30 0 241.75 0 70 N70 30 0 248.5 0 71 N71 36 0 241.75 0 72 N72 36 0 248.5 0 73 N73 34.5 0 241.75 0 74 N74 34.5 0 248.5 0 75 N75 34.5 1 0 256 0 76 N76 34.5 1 0 232 0 Joint Boundary Conditions mint I ahal X fk/inl Y fk/inl 7 rk/inl X Rnt rk-ft/radl Y Rntfk-ft/radl 7 Rot-fk-ft/radl Footina 1 N23 Reaction Reaction Reaction Reaction Reaction Reaction 2 N24 Reaction Reaction Reaction Reaction Reaction Reaction 3 N43 Reaction Reaction Reaction Reaction Reaction Reaction 4 N5 Reaction Reaction Reaction Reaction Reaction Reaction 5 N6 Reaction Reaction I Reaction I Reaction Reaction Reaction 6 N47 Reaction Reaction Reaction Reaction Reaction Reaction 7 N13 Reaction Reaction Reaction Reaction Reaction Reaction 8 N14 I Reaction Reaction _Po;;rtion Reaction Reaction Reaction RISA-3D Version 12.0.0 [ ..A ... \...\...\...\Csict.z Framing - RTU 1.r3d] Page 4 !3-5 Company Sept 24, 2015 wISA Designer Job Number Checked By: T E C H N o o a 1 E s Model Name RTU-1 Joint Boundary Conditions (Continued) Joint Label X rk/inl Y rk/inl 7 rk/inl X Rot lk_ff/raril Y Rnt rk-fr/mril 7 Rnt rk-ft/rnril Fnntinn 9 N51 Reaction Reaction Reaction Reaction Reaction Reaction 10 N37 Reaction Reaction Reaction Reaction Reaction Reaction 11 N38 Reaction Reaction Reaction Reaction Reaction Reaction 12 N39 Reaction Reaction Reaction Reaction Reaction Reaction 13 N46B Reaction Reaction Reaction 14 N47A Reaction Reaction Reaction 15 N48A Reaction Reaction Reaction Reaction Reaction Reaction Rigid Diaphragms Joint Label Plane Type Inactive No Data to Print ... Member Primary Data Label I Jnint J Joint K Inint Rntata(ti_ Sartinn/Shano. Tvna r)ncinn I ict Mntnrini rlocinn Rnl 1 M1 N1 N2 I ex W12 urlin Beam Wide Flancie .........._. A36 Gr.36 T ical 2 M2 N3 N4 ex W12 purlin Beam Wide Flancle A36 Gr.36 Typical 3 M3 N38 N6 ex W16x40 Beam Wide Flange A36 Gr.36 T ical 4 M4 N7 N8 ex W12 purlin Beam Wide Flancie A36 Gr.36 Typical 5 M5 N9 N10 ex W12 Purlin Beam Wide Flancie A36 Gr.36 T ical 6 M6 N11 N12 ex W12 purlin Beam I Wide Flange A36 Gr.361 Typical 7 M7 N39 N14 ex W16x40 Beam Wide Flange A36 Gr.36 T ical 8 M12 N37 N24 ex W16x40 Beam Wide Flange A36 Gr.36 Typical 9 M13 N25 N26 I ex W12 purlin Beam Wide Flange A36 Gr.36 T ical 10 1 M26 N5 N13 ex W16x26 Beam Wide Range A36 Gr.36 Typical 11 M28 N6 N14 ex W14x22 Beam Wide Flange A36 Gr.36 Tvoical 12 M30 N6 N24 ex W14x22 Beam I Wide Flange A36 Gr.36 TvDical 13 M31 N5 N23 ex W16x26 Beam I Wide Flange A36 Gr.361 Tv6ical 14 M36 N24 N43 ex W16x26 Beam I Wide Flange A36 Gr.36 Typical 15 M40 N6 N47 ex W16x36 Beam Wide Flange A36 Gr.36 Typical 16 M44 N14 N51 I ex W16x26 Beam Wide Flange A36 Gr.36 Typical 17 M49 N43 I N47 ex W16x31 Beam Wide Flange A36 Gr.36 T.--vpical 18 M50 N47 N51 ex W16x31 Beam Wide Flange A36 Gr.36 Typical 19 1 M19 N28 N29 ex W12 Purlin Beam Wide Flange A36 Gr.361 Tvnical 20 M20 N29 N30 ex W12 purlin Beam Wide Flan a A36 Gr.361 Typical 21 M21 N31 N32 ex W12 purlin Beam Wide Flange A36 Gr.36 Tvoical 22 M22 N32 N33 ex W12 purlin Beam Wide Flange A36 Gr.36 Typical 23 M23 N34 I N35 I ex W12 ourlin Beam Wide Flange A36 Gr.36 Tvnical 24 M24 N35 N36 ex W12 purlin Beam Wide Flange A36 Gr.36 Typical 25 M26A N39 N38 ex W16x40 Beam Wide Flange A36 Gr.36 T ical 26 M27 N38 N37 ex W16x40 Beam Wide Flange A36 Gr.36 Typical 27 M28A N41 N25 ex W8x10 Beam Wide Flancie A36 Gr.36 T ical 28 M29 N42 N3 ex W8x10 Beam Wide Flange A36 Gr.361 Typical 29 M30A N43A N1 ex W8x10 Beam Wide Flange A36 Gr.36 Tvoical 30 M31A N44A N7 ex W8x10 Beam Wide Flange A36 Gr.36 Typical 31 M32 N45A N9 ex W8x10 Beam Wide Flange A36 Gr.36 Typical 32 M33 N46A N11 ex W8x10 Beam Wide Flange A36 Gr.36 Typical 33 M33A N46B N47A ex W21x62 Beam Wide Flange A36 Gr.36 T ical 34 M34 N47A N48A ex W16x36 Beam Wide Flange A36 Gr.361 Typical 35 M35 N28 N49A ex W12 Purlin Beam Wide Flange A36 Gr.36 Typical 36 M36A N31 N50A ex W12 purlin Beam Wide Flange A36 Gr.36 Typical 37 M37 N34 • N51A ex W12 purlin Beam Wide Flange A36 Gr.36 Tvnical 38 M38 N51 N48A ex W12 purlin Beam I Wide Flange A36 Gr.36 T ical 39 M39 N14 N5 . ex W14x22 Beam Wide Flange A36 Gr.36 T ical 40 M40A N39. I ex W14x22 Beam Wide Flange IA36 Gr.36 ical RISA-3D Version 12.0.0 P,h.1. L\... �,Poof Frra sing - RTU 1.r3d] Page 5 Company Sept 24, 2015 11RISA Designer Job Number Checked By: Model Name RTU-1 Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(d... Section/Shane Tvne Desion List Material Desion Rul___ 41 M41 N53 N52 ex W1422 Beam I Wide Flan - a A36 Gr.361 Typical 42 M42 N13 N54 ex W1422 Beam Wide Flan - a A36 Gr.361 T ical 43 M43 N55 N56 ex W14x22 Beam Wide Flan - a A36 Gr.361 Tynical 44 M44A N57 N58 ex W1422 Beam Wide Flan e A36 Gr.361 Typical 45 M45 N59 N60 ex W1422 Beam Wide Flange A36 Gr.36 T ical 46 M46 N76 N75 new W12x14 Beam Wide Flan e A992 Typical 47 M47 N68 N67 I new W12x14 Beam Wide Flange A992 Typical 48 M48 N66 N69 90 hvac support Beam Single An le A36 Gr.361 Typical 49 M49A N69 N73 90 hvac support Beam Single Angle A36 Gr.361 Typical 50 M50A N73 N71 90 hvac support Beam Single Angle A36 Gr.36 T pical 51 M51 N65 1 N70 90 hvac support Beam Single Angle A36 Gr.36 T ical 52 M52 N70 N74 90 hvac support Beam Single Angle A36 Gr.36 Typical 53 M53 N74 I N72 90 hvac support Beam Sin le Angle A36 Gr.36 Tynical Member Advanced Data Label I Release J Release I Offsetfinl J Offsetfinl T/C Only Phvsical TOM Inactive Seismic Desian ... 1 M1 BenPIN BenPIN Yes None 2 M2 BenPIN BenPIN Yes None 3 M3 BenPIN BenPIN Yes None 4 M4 BenPIN BenPIN Yes None 5 M5 BenPIN BenPIN Yes None 6 M6 BenPIN BenPIN Yes None 7 M7 BenPIN BenPIN Yes None 8 M12 BenPIN BenPIN Yes None 9 M13 BenPIN BenPIN Yes None 10 M26 BenPIN BenPIN Yes None 11 M28 BenPIN BenPIN Yes None 12 M30 BenPIN BenPIN Yes None 13 M31 BenPIN BenPIN Yes None 14 M36 BenPIN BenPIN Yes I None 15 M40 BenPIN BenPIN Yes None 16 M44 BenPIN BenPIN Yes None 17 M49 BenPIN BenPIN I Yes None 18 M50 BenPIN BenPIN Yes None 19 M19 BenPIN BenPIN Yes None 20 M20 BenPIN BenPIN Yes None 21 M21 BenPIN BenPIN Yes None 22 M22 BenPIN BenPIN Yes None 23 M23 BenPIN BenPIN I Yes None 24 M24 BenPIN BenPIN Yes None 25 M26A BenPIN BenPIN Yes None 26 M27 BenPIN BenPIN Yes None 27 M28A BenPIN BenPIN Yes None 28 M29 BenPIN BenPIN Yes None 29 M30A BenPIN BenPIN I Yes None 30 M31A BenPIN BenPIN Yes None 31 M32 BenPIN BenPIN Yes None 32 M33 BenPIN BenPIN Yes I None 33 M33A BenPIN BenPIN Yes None 34 M34 BenPIN BenPIN Yes None 35 M35 BenPIN BenPIN Yes None 36 M36A BenPIN BenPIN Yes None 37 M37 I BenPIN BenPIN Yes None 38 M38 BenPIN BenPIN Yes I None 39 M39 BenPIN Yes 1 None s RISA-31D Version 12.0.0 77..\ .f.1...\Calcs\Roof Frra Ming - RTU 1.r3dj j Page 6 p'i` 0JCompany Sept 24, 2015 01RISA Designer ob Number Checked By: T E C M N o o o i E s Model Name RTU-1 Member Advanced Data (Continued) Label I Release J Release 1 Offsetrinl J Offsetfinl T/C Only Phvsical TOM Inactive Seismic Design 40 M40A BenPIN Yes None 41 M41 BenPIN BenPIN Yes None 42 M42 BenPIN Yes None 43 M43 BenPIN Yes None 44 M44A BenPIN Yes None 45 M45 BenPIN Yes None 46 M46 BenPIN BenPIN Yes None 47 M47 BenPIN BenPIN Yes None 48 M48 BenPIN BenPIN Yes None 49 M49A BenPIN BenPIN Yes None 50 1 M50A I BenPIN I BenPIN I I I I Yes None 51 M51 BenPIN BenPIN Yes None 52 M52 BenPIN BenPIN Yes None 53 M53 BenPIN BenPIN Yes None Hot Rolled Steel Design Parameters Label Shane Lenathrftl Lbvvfftl Lb=rftl Lcomn tonrftl Lcomn hotrftl L-toro--- Kvv K77 rh Funrtinn 1 M1 ex W12 purlir 24 2 Lateral 2 M2 ex W12 purli 24 2 Lateral 3 M3 ex W16x40 32 2 Lateral 4 M4 ex W12 purlir 24 2 Lateral 5 M5 ex W12 purlir, 24 2 Lateral 6 M6 ex W12 purli 24 2 Lateral 7 M7 ex W16x40 32 2 Lateral 8 M12 ex W16x40 32 2 Lateral 9 M13 ex W12 purlin 24 2 Lateral 10 M26 ex W16x26 24 2 Lateral 11 M28 ex W14x22 24 2 Lateral 12 M30 ex W14x22 24 2 Lateral 13 M31 ex W16x26 24 2 Lateral 14 M36 ex W16x26 24 2 Lateral 15 M40 ex W16x36 24 2 Lateral 16 M44 ex W16x26 24 2 Lateral 17 M49 ex W1601 24 2 Lateral 18 M50 ex W16x31 24 2 Lateral 19 M19 ex W12 purliri 24 2 Lateral 20 M20 ex W12 purlir 24 2 Lateral 21 M21 ex W12 purlir 24 2 Lateral 22 M22 ex W12 purli 24 2 Lateral 23 M23 ex W12 purlir 24 2 Lateral 24 M24 ex W12 purlir 24 2 Lateral 25 M26A ex W16x40 24 Lateral 26 M27 ex W16x40 24 Lateral 27 M28A ex W8x10 8 2 Lateral 28 M29 I ex W8x10 8 2 Lateral 29 M30A ex W8x10 8 2 Lateral 30 M31A ex W8x10 8 2 Lateral 31 M32 ex W8x10 8 1 2 Lateral 32 M33 ex W8x10 8 2 Lateral 33 M33A ex W21x62 32 Lateral 34 M34 ex W16x36 24 Lateral 35 M35 ex W12 purlin 24 2 Lateral 36 M36A ex W12 purli 24 2 Lateral 37 M37 x W12 purli 24. 2 Lateral 38 1 M38 x W12 purli 24t �fd; 1 2 Laterai RISA-3D Version 12.0.0 ...\Calcs\Roof Framing - RTU 1.r3d] Page B-8 Company IIRISA Designer Job Number T E c n N o L o c I E s Model Name RTU-1 Hot Rolled Steel Design Parameters (Continued) Sept 24, 2015 Checked By: Label Shape Len th ft Lbvvlftl Lbzz ft Lcom too[ftl Lcom bot ft L-tor ... Kvv Kzz Cb Function 39 M39 ex W14x22 29.75 2 Lateral 40 M40A ex W1422 29.75 2 Lateral 41 M41 ex W1422 32 Lateral 42 M42 ex W1422 29.75 2 Lateral 43 M43 ex W1422 29.75 2 Lateral 44 M44A ex W1422 29.75 2 Lateral 45 M45 ex W14x22 29.75 2 1 Lateral 46 M46 new W12x14 24 2 Lateral 47 M47 new W1204 24 2 Lateral 48 M48 hvac supportl 3.75 Lateral 49 M49A hvac support 4.5 Lateral 50 M50A hvac support 1.5 1 ateral 51 M51 hvac support 3.75 Lateral 52 M52 hvac support 4.5 Lateral 53 M53 hvac support 1.5 Lateral Joint Loads and Enforced Displacements Joint Label L D M Direction Ma nitude k k-ft in rad k*SA 2/ftk*SA 2'ft No Data to Print ... Member Point Loads Member Label Direction Magnitudefk,k-ftl Location ft ° No Data to Print ... Member Distributed Loads (BLC 1 : dead) Memher Label Direction Start Maonitudefk/ft.Fl End Maonitudefk/f... Start Locationfft.%1 End Locationfft.%l 1 M48 Y -.115 -.115 0 0 2 M49A Y -.115 -.115 0 0 3 M50A Y -.115 -.115 0 0 4 M53 Y -.115 -.115 0 0 5 M52 Y -.115 -.115 0 0 6 M51 I Y 1 -.115 1 -.115 1 0 1 0 Member Distributed Loads (BLC 3: BLC 1 Transient Area Loads) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/f...Start Location[ft.%l End Location ft °° 1 M1 Y -.09 -.09 3.553e-15 24 2 M2 Y -.09 -.09 2.554e-15 24 3 M3 Y -.09 -.09 2.554e-15 32 4 M4 Y -.09 -.09 4.33e-15 24 5 M5 Y -.06 -.06 2.554e-15 24 6 M6 Y -.06 -.06 1.776e-15 24 7 M7 Y -.045 -.045 2.554e-15 1 8 M7 Y -.045 -.045 1 2 9 M7 Y -.045 -.045 2 3 10 M7 Y -.045 -.045 3 4 11 M7 Y -.045 -.045 4 5 12 M7 Y -.045 -.045 5 6 13 M7 Y -.045 -.045 6 7 14 M7 : Y -.045 -.03 7 8 15 1 M7 Y -.03 -.015 1 8 9 16 M7 ; , .Y 1 -.015 1 -.015 9 10 17 M7 i :Y -.015 1 -.015 10 1 11 RISA-3D Version 12.C.0 °--:..\... \...\...\... \Calcs\Roof Frra Sing - RTU 1.r3d] ..-.P.ge 8 RISA Company Sept 24, 2015 Designer IIIJob Number Checked By: T c e N o r o c 1> s Model Name RTU-1 Member Distributed Loads (BLC 3 : BLC 1 Transient Area Loads) (Continued) Mamhar I ahal nirnctinn Ctnrt hAnnnifi ieiane/ft 1=1 Fnii hAnnnifi l/iane f Qforf I n-finnift 0%1 GnA I -ti-m °%1 18 M7 Y -.015 -.015 11 12 19 M7 Y -.015 -.015 12 13 20 M7 Y -.015 -.015 13 14 21 M7 Y -.015 -.015 14 15 22 M7 Y -.015 -.015 15 16 23 M7 Y -.015 -.015 16 17 24 M7 Y -.015 -.015 17 18 25 M7 Y -.015 -.015 18 19 26 M7 Y -.015 -.015 19 20 27 M7 Y -.015 -.015 20 21 28 M7 Y -.015 -.015 21 22 29 M7 Y -.015 -.015 22 23 30 M7 Y -.015 -.015 23 24 31 M7 Y -.015 -.015 24 25 32 M7 Y -.015 -.015 25 26 33 M7 Y -.015 -.015 26 27 34 M7 Y -.015 -.015 27 28 35 M7 Y -.015 -.015 28 29 36 M7 Y -.015 -.015 29 30 37 M7 Y -.015 -.015 30 31 38 M7 Y -.015 -.015 31 32 39 M12 Y -.045 -.045 4.33e-15 32 40 M13 Y -.09 -.09 2.554e-15 24 41 M28A Y -.09 -.09 1.221 a-15 8 42 M29 Y -.09 -.09 1.499e-15 8 43 M30A Y -.09 -.09 1.221 a-15 8 44 M31 A Y -.09 -.09 1.221 a-15 8 45 M32 Y -.09 -.09 1.499e-15 8 46 M33 Y -.09 -.09 1.221e-15 8 47 M46 Y -.045 -.045 1.776e-15 24 48 M47 Y -.045 -.045 1.887e-15 24 49 M28 Y -.045 -.045 2.554e-15 24 50 M30 Y -.045 -.045 3.497e-15 24 51 M49 Y -.045 -.045 1.721 e-15 24 52 M50 Y -.045 -.045 3.497e-15 24 53 M19 Y -.09 -.09 2.554e-15 24 54 M20 Y -.09 -.09 1.776e-15 24 55 M21 Y -.09 -.09 2.554e-15 24 56 M22 Y -.09 -.09 1.776e-15 24 57 M23 Y -.09 -.09 2.554e-15 24 58 M24 Y -.09 -.09 1.776e-15 24 59 M39 Y -.045 -.045 1.887e-14 29.75 60 M40A Y -.06 -.06 8.377e-14 29.75 61 M42 Y -.105 -.105 3.303e-14 29.75 62 M43 Y -.09 -.09 1.515e-14 29.75 63 M44A Y -.09 -.09 4.147e-14 29.75 64 M45 Y -.09 -.09 1.469e-13 29.75 65 M35 Y -.09 -.09 2.554e-15 24 66 M36A Y -.09 -.09 2.554e-15 24 67 M37 Y 1 -.09 -.09 4.33e-15 24 68 M38 Y -.045 -.045 4.33e-15 24 69 M39 Y -.045 -.045 2.554e-15 24 Member Distributed Loads (BLC 4 : BLC 2 Transient Area Loads Member Label L ,:(: Direction Start Ma nitude k/ft F End Ma nitude k/f...Start Location[ft ° End Location ft °o 1 M1 Y -.15 -.15 3.553e -151 24 RISA-3D Version ',2.0.0 [\...\...\...\...\...\Calcs\Roof Framing - RTU 1.r3d] :-. Page 9 B-10 Company IRISA Designer Job Number TECHNOLOGIES Model Name RTU-1 Member Distributed Loads (BLC 4: BLC 2 Transient Area Loads) (Continued) Sept 24, 2015 Checked By: Member Label Direction Start Ma nitude k/ft F End Ma nitude k/f... Start Location[ft.%1 End Location ft % 2 M2 Y -.15 -.15 2.554e-15 24 3 M3 Y -.15 -.15 2.554e-15 32 4 M4 Y -.15 -.15 4.33e-15 24 5 M5 Y -.1 -.1 2.554e-15 24 6 M6 Y -.1 -.1 1.776e-15 24 7 M7 Y -.075 -.075 2.554e-15 1 8 M7 Y -.075 -.075 1 2 9 M7 Y -.075 -.075 2 3 10 M7 Y -.075 -.075 3 4 11 M7 Y -.075 -.075 4 5 12 M7 Y -.075 -.075 5 6 13 M7 Y -.075 -.075 6 7 14 M7 Y -.075 -.05 7 8 15 1 M7 Y -.05 -.025 8 9 16 M7 Y -.025 -.025 9 10 17 M7 Y -.025 -.025 10 11 18 M7 Y -.025 -.025 11 12 19 M7 Y -.025 -.025 12 13 20 M7 Y -.025 -.025 13 14 21 1 M7 Y -.025 -.025 14 15 22 M7 Y -.025 -.025 15 16 23 M7 Y -.025 -.025 16 17 24 M7 Y -.025 -.025 17 18 25 M7 Y -.025 -.025 18 19 26 M7 Y -.025 -.025 19 20 27 M7 Y -.025 -.025 20 21 28 M7 Y -.025 -.025 21 22 29 M7 Y -.025 -.025 22 23 30 M7 Y -.025 -.025 23 24 31 M7 Y -.025 -.025 24 25 32 M7 Y -.025 -.025 25 26 33 M7 Y -.025 -.025 26 27 34 M7 Y -.025 -.025 27 28 35 M7 Y -.025 -.025 28 29 36 M7 Y -.025 -.025 29 30 37 M7 Y -.025 -.025 30 31 38 M7 Y -.025 -.025 31 32 39 M12 Y -.075 -.075 4.33e-15 32 40 1 M13 Y -.15 -.15 2.554e-15 24 41 M28A Y -.15 -.15 1.221 a-15 8 42 M29 Y -.15 -.15 1.499e-15 8 43 M30A Y -.15 -.15 1.221 a-15 8 44 M31A Y -.15 -.15 1.221e-15 8 45 M32 Y -.15 -.15 1.499e-15 8 46 M33 Y -.15 -.15 1.221 a-15 8 47 M46 Y -.075 -.075 1.776e-15 24 48 M47 Y -.075 -.075 1.887e-15 24 49 M39 Y -.075 -.075 1.887e-14 29.75 50 M40A Y -.1 -.1 8.377e-14 29.75 51 M42 Y -.175 -.175 3.303e-14 29.75 52 M43 Y -.15 -.15 1.515e-14 29.75 53 M44A Y -.15 -.15 4.147e-14 29.75 54 M45 Y -.15 -.15 1.469e-13 29.75 55 M28 Y -.075 -.075 2.393e-14 24 56 M30 Y -.075 -.075 1.776e-15 24 57 U49 Y -.075 -.075 2.554e-15 24 58 "`50 Y -.075 -.075 2.04,{I,I--14 24 RISA-3D'ie;sion 12.0.0 [\...\...\...\...\...\Calcs\Roof Framing - RTU 1.r3d] B-11 �< Page 10 Company Sept 24, 2015 IIRISA Designer Job Number Checked By: T E c fI N o o c I E s Model Name RTU-1 Member Distributed Loads (BLC 4: BLC 2 Transient Area Loads) (Continued) Member Label Direction Start Maonitudefk/ft-Fl End MAnnitudefk/f Start I nratinnrft %1 Fnrl 1 ncatinnrft OM 59 M19 Y -.15 -.15 1.776e-15 24 60 M20 Y -.15 -.15 1.776e-15 24 61 M21 Y -.15 -.15 1.721 e-15 24 62 M22 Y -.15 -.15 2.554e-15 24 63 M23 Y -.15 -.15 1.721 e-15 24 64 M24 Y -.15 -.15 4.33e-15 24 65 M35 Y -.15 -.15 4.33e-15 24 66 M36A Y -.15 -.15 2.554e-15 24 67 M37 Y -.15 -.15 1.776e-15 24 68 M38 Y -.075 -.075 1.776e-15 24 69 M39 I Y 1 -.075 1 -.075 1.193e-14 24 Member Area Loads (BLC I: dead) Joint A Joint B Joint C Joint D Direction Distrihiitinn Mannit iderkcfl 1 N39 N37 N24 N14 Y A-B - -.015 v 2 N24 N43 N51 N14 Y A-B -.015 3 N39 N14 N52 N53 Y A-B -.015 4 N14 N51 N48A I N47A Y A-B -.015 Member Area Loads (BLC 2: snow) Joint A Joint B Joint C Joint D Direction Distrih itinn Mannituderkcfl 1 N39 N37 N24 N14 Y A-B -.025 2 N39 N14 N52 N53 Y A-B -.025 3 N24 N43 N48A N47A Y A-B -.025 Plate Surface Loads Plate Label Direction Ma nitude ksf F No Data to Print ... Basic Load Cases BLC DBSCrintinn Catannry X rra V rra 7 r:rn Ininf Pnin} nictrih Arm/ Q—Fr 1 dead DL -1- 6 4 2 snow SL 3 3 BLC 1 Transient Area Loads None 69 4 BLC 2 Transient Area Loads None 69 Moving Loads Taq Pattern Increment... Both Was 1st J... 2nd JArd J... 4th J... 5th J... 6th J... 7th J... 8th J... 9th J...10th ... No Data to Print ... Load Combinations Desrrintinn Sn P S RI r:Fac RI C. Far, RI r. Far RI ('Par RI rF.n Ri r'r— RI fIr— RI tIc- Miss RISA-M.Version 12.0.0 ...\Calcs\Roof Framing:- RTU 1.r3d) c r 7, Page 11 B-12 Company IIRISA Designer Job Number IECIII N0L0GIEs Model Name Load Combination Design RTU-1 Sept 24, 2015 Checked By: nacr-rintinn ACIF r:n ARIF SPrvirP Hnt RnIIPri r.nlrl Fnr Wnnrl rnnrrPtP Macnnry Fnntinnc Aluminum Cnnnarti 1 IBC 16-8 .9 Yes Yes Yes Yes Yes Yes Yes Yes Yes 2 IBC 16-9 Yes Yes Yes Yes Yes Yes Yes Yes Yes 3 IBC 16-10 (a) 1.25 Yes Yes Yes Yes Yes Yes Yes Yes Yes 4 IBC 16-10 (b) 1.15 Yes Yes Yes Yes Yes Yes Yes Yes Yes 5 IBC 16-11 (b) 1.15 Yes Yes Yes I Yes I Yes Yes I Yes Yes Yes Joint Reactions LC Joint Label X [kI Y k Z [kj MX k-ft MY k-ft MZ k-ft No Data to Print ... Joint Deflections LC Joint Label X FinI Yin Z [inl X Rotation [radl Y Rotation [rad] Z Rotation rad No Data to Print ... Story Drift LC Sto Joint(X) X Drift in ° of Ht Joint(Y) Y Driftin % of Ht Joint(Z) Z Drift in % of Ht No Data to Print ... Member Section Forces LC Member Label Sec Axial[kI y Shearrkl z Shear k Tor ue k-ft Mo... z-z Mo... No Data to Print ... Member Section Stresses LC Member Label Sec Axialrksil y Shearlksil z Sheadksil y top Bendin... bot Bendin..z top Bendin..z bot Bendin... No Data to Print ... Member Torsion Stresses LC Member Label Sec Tor ue k-ft Sheaqksil y Warp Shear ... z Warp Shear ... z-Bot Warp B... z-Top Warp B... No Data to Print ... I Member Section Deflections LC Member Label Sec x in in z [inI x Rotate rad n Lily Ratio n L/z Ratio No Data to Print... Member Suggested Shapes eIf; , <2 f!"o..l,o, r,""r nt Ch— CltnnnctPrl RhnnP r.nntrnllinn MPmhor I lcP gIInnPStPH? 1 ex WI wrlin W12x14 W10x12 M19 Yes 2 ex W16x31 W16x31 W6x9 M50 Yes 3 ex W14x22 W14x22 W10x26 M41 Yes 4 ex W16x36 W16x36 W12x30 M34 Yes 5 hvac support L4x4x4 L2x2x4 M52 Yes 6 ex W8x10 W8x10 W6x8.5: M29 Yes 7lv ex W16x40 W16x40 W8x 8•- M7 Yes J,, .. new W12x14 W12x14 W6x8, M46 Yes RIvA-3D Version 12.0.0[\...\...\...\...\...\Calcs\Roof:Franning-=.RTU 1.r3d;;.0 ':::.`Z: Page 12 B-13 Company Sept 24, 2015 BRISA Designer Job Number Checked By: TEC H n o lOafEs Model Name RTU-1 Member Suggested Shapes (Continued) Section Set/Member Current Shape Suggested Shape ControllingMember Use Suggested? 9 ex W21 x62 W21 x62 W14x53 M33A Yes Member A/SC 14th(360-10): ASD Steel Code Checks LC Member Shape UC Max Loc ft Shear UC Loc ft Dir Pnc/om ...Pnt/om ..Mn /o... Mnzz/o... Cb E n No Data to Print ... Material Takeoff Malarial Siva piarac I annthrfti Wninhfnll 1 Hot Rolled Steel 2 A36 Gr.36 L4x4x4 6 19.5 .1 3 A36 Gr.36 W12x14 16 384 5.4 4 A36 Gr.36 W14x22 9 258.5 5.7 5 A36 Gr.36 W16x26 4 96 2.5 6 A36 Gr.36 W16x31 2 48 1.5 7 A36 Gr.36 W16x36 2 48 1.7 8 A36 Gr.36 W16x40 5 144 5.8 9 A36 Gr.36 W21 x62 1 32 2 10 A36 Gr.36 W8x10 6 48 .5 11 A992 W12x14 1 2 48 .7 12 Total HR Steel 1 53 1126 25.9 Warning Log Message No Data to Print ... RISA-3D Version 12.0.0 [\...\...\...\...\... \Calcs\Roof.. Framing - RTU 173 i Page 13 B-14 Company Sept 24, 2015 8 RISA Designer Job Number Checked By: T E I N N O L O G I E S Model Name RTU-1 Envelope Joint Reactions Joint X fkl LC Y W LC Z 1k1 LC MX fk-ftl LC MY fk-ftl LC MZ fk-ftl LC ® ®00 ' ' D00�00000 © �OO�DODOD0000 ���®ao�000000000 © Sao . � oon00000n o ®oo�oo■�aoa000 o moo :: 000�oa000 o �oo�000000000 mom■®©o�000000000 m moo � : n00000000 m ®moo . � � : oe�00000ao m moo • : noo • � o0000 ® �oo�000000000 m ®oo�000000000 m Sao ::. n000000ao m ®oo .:. oa0000000 m moo ' . na0000000 m ®oo�000000000 m moo ' : , o00000000 m��®��o®000000000 '® �oo�000000000� m ®oo®0000i■oo■so, m ®oo��000000000 m ' moo • . oa0000000 m ®oo • • : 000a�oao�so. .L �. RISA-31D Version 12.0.0 [\...\...\...\...1...\Calcs\Roof Framing;=. • :'., .r3d] Page 1 B-15 Company Sept 24, 2015 ��©1 RISA Designer Job Number Checked By: TECHNOLOG1Es Model Name RTU-1 Envelope Joint Displacements Joint X finI LC Yin LC Z Finl LC X Rotation... LC Y Rotation... LC Z Rotation... LC 1 N1 max 0 4 -.223 1 0 4 0 4 0 1-2.357e-3 1 2 min 0 1 -.518 4 0 1 0 1 0 4-5.475e-3 4 3 N2 max 0 1 -.31 1 0 4 0 1 0 1-3.285e-3 1 4 min 0 4 -.731 4 0 1 0 1 0 4-7.748e-3 4 5 N3 max 0 4 -.313 1 0 4 0 4 0 4 0 5 6 min 0 1 -.728 4 0 1 0 1 0 1 0 1 7 N4 maxi 0 1 1 -.436 1 0 1 4 0 1 0 4 1 0 4 8 min 0 4 -1.027 4 0 1 0 1 0 1 0 1 9 N5 max 0 4 0 1 0 4 0 4 0 4 0 4 10 min 0 1 0 4 0 1 0 1 0 1 0 1 11 N6 max 0 1 0 1 0 4 0 1 1 0 1 0 4 12 min 0 4 0 4 0 1 0 1 0 1 0 1 13 N7 max 0 4 1 -.273 1 0 4 0 1 0 4 6.113e-3 4 14 min 0 1 -.573 4 0 1 0 4 0 1 2.934e-3 1 15 N8 max 0 1 -.397 1 0 4 0 1 0 4 8.845e-3 4 16 min 0 4 -.825 i 4 0 1 0 1 0 1 4.289e-3 1 17 N9 max 0 4 -.39 1 0 4 0 1 1 0 1 1.328e-4 4 18 min 1 0 1 -.813 4 0 1 0 4 0 4 1.025e-4 1 19 N 10 max 0 1 -.569 1 0 4 0 1 0 1 2.216e-4 4 20 min 0 4 -1.174 4 0 1 0 1 0 4 1.762e-4 1 21 N 11 max 0 4 -.282 1 0 4 0 1 0 1 -2.931 a-3 1 22 min 0 1 -.584 4 0 1 0 4 0 4-6.105e-3 4 23 N 12 max 0 1 -.412 1 0 4 0 1 1 0 1-4.285e-3 1 24 min 0 4 -.844 4 0 1 0 1 0 4-8.835e-3 4 25 N 13 max 0 4 0 1 0 4 0 4 0 4 0 1 26 min 0 1 0 4 0 1 0 1 0 1 0 1 27 N 14 max 0 1 0 1 0 4 0 1 0 1 0 1 28 min 0 4 0 4 0 1 0 1 0 1 0 1 29 N23 max 0 4 0 1 0 4 0 4 1 0 4 0 1 1 30 min 1 0 1 1 0 4 0 1 0 1 0 1 0 4 31 N24 max 0 1 0 1 0 4 0 1 0 1 0 1 32 min 0 4 0 4 0 1 0 1 0 1 0 4 33 N25 max 0 4 -.223 1 0 4 0 4 0 4 5.475e-3 4 34 min 0 1 -.518 4 0 1 0 1 0 1 2.357e-3 1 35 1 N26 max 0 1 -.31 1 0 4 0 1 0 4 1 7.748e-3 4 36 min 0 4 -.731 4 0 1 0 1 0 1 3.285e-3 1 37 N43 maxi 0 1 0 1 0 1 0 1 0 1 0 1 38 min 0 4 0 4 0 4 0 1 0 1 0 4 39 N44 max 0 1 -.048 1 0 4 0 1 0 4 9.902e-4 4 40 min 0 4 1 -.095 4 0 1 0 1 0 1 4.986e-4 1 41 N45 max 0 1 -.067 1 0 4 1 0 1 0 4 0 1 42 min 0 4 -.133 4 0 1 0 1 0 1 0 5 43 N46 maxi 0 4 -.048 1 0 4 0 1 0 4-4.986e-4 1 44 min 0 1 -.095 4 0 1 0 1 0 1-9.902e-4 4 45 N47 max 0 4 0 1 0 4 0 1 0 1 0 1 46 min 0 1 1 0 4 0 1 0 1 0 1 0 4 47 N48 max 0 4 -.048 1 0 4 0 1 0 4 9.902e-4 4 48 min 0 1 -.095 4 0 1 1 0 1 0 1 1 4.986e-4 1 49 N49 max 0 4 -.067 1 0 4 0 1 0 4 0 1 50 min 0 1 -.133 4 0 1 0 1 0 1 0 4 51 N50 max 0 4 -.048 1 0 4 0 1 0 4-4.986e-4 1 52 min 0 1 -.095 4 0 1 0 1 0 1-9.902e-4 4 53 N51 max 0 4 0 1 0 4 0 1 0 1 0 1 54 min 1 0 1 0 4 0 1 0 1 1 0 1 0 1 55 N28 max 0 1 -:327 1 1 '; 4 8.137e-31 4 1 0 4 0 1 56 1 IminI0 4 -.77 4 1 - J 1 13.461 e-31 1 1 0 1 1 0 1 1 RISA-3D Version 12.0.0 (\...\...\...\...\...\Calcs\Roof Frami°. :ii.?J 1.r3d] Page 2 B-1& Company Sept 24, 2015 IRISA Designer Job Number Checked By: Y e c e N a o a e s Model Name RTU-1 Envelope Joint Displacements (Continued) Inint Y fin'! 1 (. Y finl 1 r. 7 finl I (: Y Rntatinn I (. Y Rntatinn I (. 7 Rntatinn I (: 57 N29 max 0 1 -.226 1 0 4 5.522e-3 4 0 4 0 1 58 min 0 4 -.525 4 0 1 2.38e-3 1 0 1 0 4 59 N30 max 0 1 -.174 1 0 4 4.176e-3 4 0 1 0 1 60 min 0 4 -.395 4 0 1 1.837e-3 1 0 4 0 4 61 N31 max 0 1 -.46 1 0 4 0 4 0 1 0 1 62 min 0 4 1 -1.082 4 0 1 0 1 0 4 0 1 63 N32 max 1 0 1 -.318 1 0 4 1 0 4 1 0 4 1 0 1 64 min 0 4 -.738 4 0 1 0 1 0 1 0 4 65 N33 max 0 1 -.244 1 0 4 0 4 0 4 0 1 66 min 0 4 -.555 4 0 1 0 1 0 1 0 4 67 1 N34 max 0 1 -.327 1 0 4 -3.461 e-3 1 0 4 0 1 68 min 0 4 1 -.77 4 0 1-8.137e-3 4 0 1 0 1 69 N35 max 0 1 -.226 1 0 4-2.38e-3 1 0 4 0 1 70 min 1 0 4 -.525 4 0 1 1 -5.522e-31 4 0 1 1 0 4 71 N36 max 0 1 -.174 1 0 1-1.837e-3 1 0 4 0 1 72 min 0 4 -.395 4 0 4-4.176e-3 4 0 1 0 4 73 N37 max 0 4 0 1 0 1 0 1 0 1 0 1 74 min 0 1 1 0 4 0 4 0 1 0 1 0 4 75 N38 max 0 4 0 1 0 4 0 1 1 0 1 0 4 76 min 0 1 0 4 0 1 0 1 0 4 0 1 77 N39 max 1 0 4 0 1 0 1 0 1 0 1 1 0 1 78 min 0 1 0 4 0 4 0 1 0 4 0 1 79 N41 max 0 4 -.047 1 0 4 0 1 0 4 9.458e-4 4 80 min 0 1 1 -.09 4 0 1 0 1 0 1 4.928e-4 1 81 N42 max 0 4 -.066 1 0 4 1 0 1 1 0 4 0 4 82 min 0 1 -.127 4 0 1 0 1 0 1 0 1 83 N43A maxi 0 4 -.047 1 0 4 0 1 0 4-4.928e-4 1 84 min 0 1 -.09 4 0 1 0 1 0 1-9.458e-4 4 85 N44A max 0 4 -.047 1 0 4 0 1 0 4 9.458e-4 4 86 min 0 1 -.09 4 0 1 0 1 0 1 4.928e-4 1 87 N45A max 0 4 1 -.066 1 0 4 1 0 1 1 0 1 0 4 88 min 0 1 -.127 4 0 1 0 1 0 4 0 1 89 N46A max 0 1 -.047 1 0 4 0 1 0 1-4.928e-4 1 90 min 1 0 4 -.09 1 4 0 1 0 1 0 4-9.458e-4 4 91 N46B max 0 4 0 1 0 1 0 1 0 1-3.372e-4 1 92 min 0 1 0 4 0 4 0 1 0 4-1.082e-3 4 93 N47A max 0 1 1 0 1 0 4 1 0 1 1 0 1-9.077e-4 1 94 min 0 4 0 4 0 1 0 1 0 4-2.514e-3 4 95 N48A max 0 1 0 1 0 4 0 1 0 1 1 0 1 96 min 0 4 0 1 4 0 1 0 1 0 1 0 4 97 N49A max 0 1 -.123 1 0 4 2.86e-3 4 0 1-6.808e-4 1 98 min 0 4 -.272 4 0 1 1.289e-3 1 0 4-1.886e-3 4 99 N50A max 0 1 -.172 1 0 4 1 0 1 0 4-4.538e-4 1 100 min 0 4 -.382 4 0 1 0 4 0 1-1.257e-3 4 101 N51 A maxi 0 1 1 -.123 1 0 4-1.289e-3 1 0 4-2.269e-4 1 102 min 0 4 -.272 4 0 1-2.86e-3 4 0 1-6.285e-4 4 103 N52 max 0 1 .136 4 0 1 0 1 0 1-5.415e-4 1 104 min 0 4 .044 1 0 4 0 1 0 4 -1.791 e-3 4 105 N53 max 0 4 .038 4 0 1 0 1 0 1 3.243e-5 1 106 min 0 1 .004 1 0 4 1 0 1 1 0 4-3.808e-4 4 107 N54 max 1 0 4 1 -.145 1 0 1 2.402e-3 4 0 4-8.313e-4 1 108 min 0 1 -.255 4 1 0 4 1.21 e-3 1 0 1-2.367e-3 4 109 N55 max 0 4 -.035 1 0 4 1.352e-3 4 0 1 0 1 110 min 1 0 1 -.077 4,-..; 0 1 6.227e-4 1 0 4 0 1 111 N56 max 0 4 -.202 1. 0 1 5.571e-4 4 0 1 1-1.172e-3 1 112 min 0 1 -.369 4 0 14 2.837e-4 1 0 4-3.143e -3 4 113 N57 max 0 4 -.071 .1 - 0 4 4.406e-4 4 0 1 0 1 RISA-3D Version 12.0.0 [\:..\..A ... \...\... \Calcs\Ror '. FrzE -ning - RTU 1.r3d] Page 3 B- 7 Company Sept 24, 2015 IIIRISAJobDesigner Number Checked By: s ec n H a t Model Name RTU-1 Envelope Joint Displacements (Continued) Joint X finI LC Y linl LC Z finl LC X Rotation LC Y Rotation LC Z Rotation LC 114 min 0 1 -.155 1 4 0 1 2.034e-4 1 0 4 0 1 115 N58 max 0 4 -.182 1 0 1-8.152e-4 1 0 1-1.222e-3 1 116 min 0 1 -.328 4 0 4-1.68e-3 4 0 4-3.249e-3 4 117 N59 max 0 4 -.059 1 0 4-5.411e-4 1 0 1 0 1 118 min 0 1 -.128 4 0 1-1.176e-3 4 0 4 0 1 119 N60 max 0 4 -.09 1 0 1-1.644e-3 1 0 1-1.015e-3 1 120 min 0 1 -.138 4 0 4-3.374e-3 4 0 4-2.802e-3 4 121 N61 max 0 4 -.204 1 0 1 3.337e-3 4 0 4-9.832e-4 1 122 min 0 1 -.423 4 0 4 1.613e-3 1 0 1-2.683e-3 4 123 N62 max 0 4 -.281 1 0 1 8.991 e-4 4 0 1 -1.131 a-3 1 124 min 0 1 -.581 4 0 4 4.38e-4 1 0 4-3.005e-3 4 125 N63 max 0 4 -.266 1 0 4-8.537e-4 1 0 1-1.215e-3 1 126 min 0 1 -.549 4 0 1-1.769e-3 4 0 4-3.183e-3 4 127 N64 max 0 4 -.162 1 0 4-1.907e-3 1 0 1-1.146e-3 1 128 min 0 1 -.334 1 4 0 1 1-3.94e-3 4 0 4-3.026e-3 4 129 N65 max 0 4 -.419 1 0 4-1.675e-3 1 0 1 -5.421 a-3 1 130 min 0 1 -.811 4 0 1 -3.111 e-3 4 1 0 4 -1.111 e-2 4 131 N66 max 0 4 -.441 1 0 4 2.215e-3 4 0 1-4.88e-3 1 132 min 0 1 -.851 4 0 1 1.186e-3 1 0 4-1.003e-2 4 133 N67 max 0 1 -.172 1 0 4 0 1 0 1-6.022e-3 1 134 min 0 4 1 -.351 1 4 0 1 0 1 0 4-1.231e-2 4 135 N68 max 0 4 -.117 1 0 4 0 1 0 1-4.099e-3 1 136 min 0 1 -.242 4 0 1 1 0 4 1 0 4-8.474e-3 4 137 N69 max 0 4 -.802 1 0 4 3.589e-3 4 0 1 -3.481 a-3 1 138 min 0 1 -1.508 4 0 1 2.018e-3 1 0 4 -7.214e-31 4 139 N70 max 0 4 -.782 1 1 0 4-2.438e-3 1 0 1-3.862e-3 1 140 min 0 1 1 -1.479 4 0 1-4.151e-3 4 0 4-7.982e-3 4 141 N71 max 0 4 -.761 1 0 4 3.337e-3 1 4 0 1 1.689e-4 4 142 min 0 1 -1.61 4 0 1 1.585e-31 1 0 4 1.324e-4 1 143 N72 max 0 4 -.774 1 0 4-1.218e-3 1 1 0 1 1.939e-4 4 144 min 1 0 1 -1.628 4 0 1-2.752e-3 4 0 4 1.532e-4 1 145 N73 max 0 4 -.814 1 0 4 3.271 e-3 4 0 1-8.482e-4 1 146 min 0 1 -1.566 4 0 1 1.811e-3 1 0 4-1.854e-3 4 147 N74 max 0 4 1 -.82 1 0 4-1.602e-3 1 0 1-9.348e-4 1 148 min 0 1 -1.588 1 4 0 1-2.605e-3 4 0 4-2.043e-3 4 149 N75 max 0 1 -.561 1 0 4 0 1 0 1 -1.031 a-3 1 150 min 0 4 -1.155 1 4 0 1 0 11 4-2.254e-3 4 151 N76 max 0 4 -.385 1 1 0 4 0 1 0 1 1-7.232e-4 1 11521 1 min 1 0 1 -.8 1 4 1 0 1 0 4 0 1 4-1.581e-3 4 RISA-3D Version 12.0.0 [\..:\..:\...\...\...\Cale,-`,?--v4 r-taming - RTU 1.r3d] Page 4 s1-18 Company IIRISA Designer Job Number TECNN0L0GIES Model Name RTU-1 Envelope Member Section Forces Sept 24, 2015 Checked By: Member Sec Axialrkl LC v Shearrkl LC z She... LC Torau... LC v-v Momentrk-ftl ... z-z Moment[k-ftl LC ©-©®00 D000� 1 � • 0-�®00 00000���0 0 -0®00 • D0000 1 0 • • 0-�®00 DODOD�SO 0 -©®00 D0000 1 0 1 m®0®00 1 D0000 1 0 1 ®-©®00 D0000 1 � • m_�®00 • �0000 1 0 '� 0 m-�®00 D0000��� m-©®00 D0000 1 � 1 ®-0®00 D0000 1 0 1 • 0 m-�®0� D0000 1 0 1 ®mo®oo 1 a0000 1 0 o ®-©®00 D0000 1 0 • m-�®00��00000 / 0 0 m-©®00 D0000 1 0 1 0 m�■�®o0 1 00000 1 0��0 mmo®oo a0000 1 0 1 0 m��®oo o0000 1 0 1 a m-©®00 1 1• D0000 1 0 • • 0 m-�®00 1 1 • 00000 1 � �� m-0®00 D0000 1 � . I C a -�®00 • �0000 1 0 / 0 ®-1�®0�■ � � 00000 1 0 1 0 m��®�■o :.. oo�oo o a RISA-3D Version 12.0.0 [\... \... \... \... 1G>Z.cs\Roof Framingi- RTU 1.r3d] Page 5 B-19 Company Sept 24, 2015 111RISAJobDesigner Number Checked By: T E c H -NO I o c 1 E s Model Name RTU-1 Envelope Member Section Forces (Continued) Member Sec Axial[kl LC v Shearfkl LC z She LC Torau LC - ��■®0� ' D0000 1 ■0 •' 0 m-■®00 D0000�®0�_0 -■®00 D0000 1 ®0 m-©®00 D0000 1 � � 1 • _ m-0®00 � D0000 1 0 1 ' ��■®0� � • D0000 1 0 1 0 m®0®00 ' � D0000��0 1 0 ®-■®00 D0000 1 �_�a -■®00 0�0�0■ 1 0 '� m-©®00 •• 00000 1 0 1 0 m_■®0® �0000 1 � / m-©�0 D0000 1 m-0®00 • D0000 1 :: �■®�0 000�� 1 0■�Q m�0®00 • � ' D0000 1 0 1 0 m-■®00 C . D0�00 1 0�■a m-©®00 ' 00000 1 min®oo 1. o0000 1 0 1 • ' a •� �i®oo o0000 1 : � 1 • � o � o ��o®oo .: o0000 1 a 1 0 �®■®oo : � . n0000 1 0■■�■��� RISA-3D Version 12.0.0 [\...\.:.';. \...1...i Talcs\Roof Framing- RTU 1.r3d] Page 6 B-20 Company Sept 24, 2015 IRISA Designer Job Number Checked By: Model Name RTU-1 Envelope Member Section Forces (Continued) Member Sec Axial[kl LC v ShearlkI LC z She... LC Torau... LC v-v Moment k-ft .. z-z Moment[k-ftl LC 114 min 0 1 2.277 1 0 1 0 1 0 1 -35.121 4 115 3 I'll ... 0 1 1.525 4 0 1 0 1 0 1 -19.828 1 116 min 0 1 -.625 1 0 1 0 1 0 1 -46.828 4 117 4 m••• 0 1 -2.277 1 0 1 0 1 0 1 -14.871 1 118 min 0 1 -5.427 4 0 1 0 1 0 1 -35.121 4 119 15 m... 1 0 1 -2.68 1 1 0 1 0 1 0 1 0 1 120 min 0 1 -6.28 41 0 1 0 1 0 1 0 1 121 M31 1 m••• 0 1 6.389 4 0 1 0 1 0 11 0 1 122 min 0 1 2.789 1 0 1 0 1 0 1 0 1 123 2 m••• 0 1 1 6.232 4 0 1 0 1 0 1 -16.263 1 1 124 min 0 1 2.632 1 0 1 1 0 1 0 1 -37.863 4 125 13 m••• 0 1 -.825 1 0 1 0 1 0 1 -21.683 1 126 min 0 1 -2.025 4 0 1 0 1 0 1 -50.482 4 127 4 m••• 0 1 -2.632 1 0 1 0 1 0 1 -16.263 1 128 min 0 1 -6.232 4 0 1 0 1 0 1 -37.863 4 129 5 m... 1 0 1 1 -2.789 1 1 0 1 0 1 0 1 0 1 130 min 0 1 -6.389 41 0 1 1 0 11 1 0 1 0 1 131 M36 1 m••• 0 1 4.888 41 0 1 0 1 0 1 0 1 132 min 0 1 2.188 1 1 0 1 0 1 0 1 0 1 133 2 m••• 0 1 4.732 4 0 1 0 1 0 1 -12.66 1 134 min 0 1 2.032 1 0 1 0 1 0 1 -28.86 4 135 3 im ... 1 0 1 -.625 1 0 1 0 1 0 1 -16.88 1 136 min 0 1 -1.525 4 0 1 1 0 11 1 0 1 -38.48 4 137 4 m••• 0 1 -2.032 1 0 1 0 1 0 1 -12.66 1 138 min 0 1 -4.732 4 0 1 0 1 0 1 -28.86 4 139 5 m••• 0 1 -2.188 1 1 0 1 0 1 0 1 0 1 140 1 min 0 1 -4.888 4 0 1 0 1 0 1 0 1 141 M40 1 m... 1 0 1 9.582 4 0 1 0 1 0 1 0 1 142 min 0 1 1 4.182 1 0 1 1 0 1 1 1 0 1 0 1 143 2 m••• 0 1 9.366 4 0 1 0 1 0 1 -24.445 1 144 min 0 1 3.966 1 0 1 0 1 0 1 -56.846 4 145 3 m••• 0 1 2.6 51 0 1 0 1 0 1 -32.594 1 146 min 0 1 -3.05 4 0 1 0 1 0 1 -75.794 4 147 4 m••• 0 1 -3.966 1 0 1 0 1 0 1 -24.445 1 148 mini 0 1 -9.366 4 0 1 0 1 0 1 -56.846 4 149 5 m••• 0 1 -4.182 1 0 1 0 11 1 0 1 0 1 150 min 0 1 -9.582 4 0 1 1 0 1 0 1 0 1 151 M44 1 1 m••• 0 1 9.463 41 0 1 0 1 0 1 0 1 152 min 0 1 4.063 11 0 1 0 1 0 1 0 1 153 2 m••• 0 1 9.306 41 0 1 0 1 0 1 -23.909 1 154 min 0 1 1 3.906 1 0 1 0 1 0 1 -56.309 4 155 3 m••• 0 1 -1.25 1 0 1 0 1 1 0 1 -31.878 1 156 min 0 1 1 -3.05 4 0 1 1 0 1 0 1 -75.077 4 157 4 m••• 0 1 -3.906 1 0 1 0 1 0 1 -23.909 1 158 min 0 1 -9.306 4 0 1 0 1 0 1 -56.309 4 159 5 m••• 0 1 -4.063 1 0 1 0 1 0 1 0 1 160 min 0 1 -9.463 41 0 1 0 1 0 1 0 1 161 M49 1 m••• 0 1 1.813 4 0 1 0 1 0 1 0 1 162 min 0 1 .913 1 0 1 1 0 1 0 1 1 0 1 163 2 m••• 0 1 .906 4 0 1 0 1 0 1 4.108 1 164 min 0 1 .456 1 0 1 0 1 0 1 -8.158 4 165 3 m••• 0 1 0 1 0 1 0 1 0 1 -5.477 1 166 mini 0 1 0 1 1 0 1 0 1 0 1 -10.877 4 167 4 m••• 0 1 -.456 1 0 1 0 1 0 1 -4.108 1 168 min 0 1< -.906 4 0 1 0 111 1 0 11 1 -8.158 1 _h, 169 5 m••• 0 1 -.913 1 0 1 0 1 0 1 0 1 170 min 0 -1.813 4 0 1 0 111 0 Ill 0 RISA-3D Version 12.0.0 ...\Calcs\Roof Framing - RTU• 1.r3d] B-21 Company Sept 24, 2015 111RISAJob Designer Number Checked By: T E C H r+ o o c E s Model Name RTU-1 Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearfkl LC z She... LC Torou... LC v-v Momentrk-ftl ... z-z Momentrk-ftl LC 171 M50 1 m... 1 0 1 1.813 4 0 1 0 1 0 1 0 1 172 mini 0 1 .913 1 0 1 0 1 0 1 0 1 173 2 m... 1 0 1 .906 4 0 1 0 1 0 1 -4.108 1 174 jminj 0 1 .456 1 0 1 0 1 0 1 -8.158 4 175 3 m... 0 1 0 1 0 1 0 1 0 1 -5.477 1 176 min 0 1 0 1 0 11 1 0 1 1 0 1 -10.877 4 177 4 m••• 0 1 -.456 1 0 1 0 1 0 1 -4.108 1 178 min 0 1 -.906 4 0 1 0 1 i 0 1 -8.158 4 179 5 m••• 0 1 -.913 1 0 1 0 1 0 1 0 1 180 1 min 0 1 -1.813 4 0 1 1 0 1 0 1 0 1 181 M19 1 m... 0 1 3.05 4 1 0 1 0 4 0 1 0 1 182 min 0 1 1.25 11 0 1 0 1 1 0 1 0 1 183 12 m• •• 0 1 1.525 41 0 1 0 4 0 1 1 -5.624 1 184 1 min 0 1 .625 1 0 1 0 1 0 1 -13.724 4 185 13 m••• 0 1 0 1 0 1 0 4 0 1 -7.499 1 186 1 min 0 1 0 1 0 1 0 1 0 1 -18.299 4 187 14 m••• 0 1 -.625 1 0 1 1 0 4 0 1 -5.624 1 188 ;min 0 1 -1.525 4 0 1 0 1 0 1 -13.724 4 189 5 m••• 0 1 -1.25 1 1 0 1 0 41 0 1 0 1 190 min 0 1 -3.05 41 0 1 0 1 1 0 1 0 1 191 M20 1 m••• 0 1 3.05 4 0 1 0 41 0 1 0 1 192 !min 0 1 1.25 1 0 1 0 11 1 0 1 0 1 193 2 m••• 0 1 1.525 4 0 1 0 4 0 1 -5.624 1 194 Imin 0 1 .625 1 0 1 0 1 1 0 1 -13.724 4 195 3 m... 1 0 1 0 1 0 1 0 4 0 1 -7.499 1 196 mini 0 1 0 1 1 0 1 0 1 0 1 -18.299 4 197 4 m• •• 0 1 -.625 1 0 1 0 4 0 1 -5.624 1 198 min 0 1 -1.525 4 0 1 0 1 0 1 -13.724 4 199 5 m••• 0 1 1 -1.25 1 0 1 0 4 0 1 0 1 200 min 0 1 -3.05 4 0 1 0 1 0 1 0 1 201 M21 1 m••• 0 1 3.05 4 0 1 0 1 1 0 1 0 1 202 min 0 1 1.25 1 0 1 0 1 0 1 0 1 203 2 m••• 0 1 1.525 4 0 1 0 1 0 1 -5.624 1 204 min 0 1 .625 1 1 0 1 0 1 0 1 -13.724 4 205 3 m••• 0 1 0 1 0 1 0 1 0 1 -7.499 1 206 min 0 1 0 1 0 1 0 1 0 1 -18.299 4 207 4 m••• 0 1 -.625 1 0 1 0 1 0 1 1 -5.624 1 208 1 min 0 1 -1.525 4 0 1 0 1 0 1 -13.724 4 209 15 m••• 0 1 -1.25 1 0 1 0 1 0 1 0 1 210 1 min 0 1 -3.05 4 1 0 1 0 1 0 1 0 1 211 M22 1 m••• 0 1 3.05 4 0 1 0 1 0 1 0 1 212 min 0 1 1 1.25 1 0 1 1 0 1 i 0 1 0 1 213 12 m••• 0 1 1.525 4 0 1 0 1 0 1 -5.624 1 214 1 min 0 1 .625 1 0 1 0 1 0 1 -13.724 4 215 13 m••• 0 1 0 1 0 1 0 1 0 1 -7.499 1 216 1 min 0 1 0 1 0 1 0 1 0 1 1 -18.299 4 217 14 m.•• 0 1 -.625 1 1 0 1 0 1 0 1 -5.624 1 218 minj 0 1 -1.525 4 0 1 0 1 0 1 -13.724 4 219 5 m••• 0 1 -1.25 1 0 1 0 1 0 1 0 1 220 min 0 1 -3.05 4 0 1 0 1 0 1 0 1 221 M23 1 m••• 0 1 3.05 4 0 1 0 1 0 1 0 1 222 min 0 1 1.25 1 0 1 0 4 0 1 0 1 223 2 m••• 0 1 1.525 4 0 1 0 1 0 1 1 -5.624 1 0 1 .625 1 0 1 0 4 0 1 -13.724 4 25 3 m... 0 1 0 1 0 1 0 1 0 1 -7.499 1 rmin 26 7 min 0.__. L'. 0 1 0 1 0 4 0 1 -18.299 �4 L 1 4 m... r -.625 1 1 0 1 1 0 111 0 .1 -5.624 RISA-3D Version 12.0 0.t;.\...\...\...\... \Calcs\Roof Framing - RTU 1.r3d] B-22 Page 8 NIRISCompany A Designer Job Number T E C H N 0 l O G l E s Model Name RTU-1 Envelope Member Section Forces (Continued) Sept 24, 2015 Checked By: Member Sec Axialrkl LC v Shearrkl LC z She... LC Torau... LC v-v Momentrk-ftl ... z-z Momentrk-ftl LC 228 Imin 0 1 -1.525 4 0 1 0 4 0 1 -13.724 4 229 5 m••• 0 1 -1.25 1 0 1 0 1 0 1 0 1 230 min 0 1 -3.05 4 0 1 0 4 0 1 0 1 231 M24 1 m••• 0 1 3.05 4 0 1 0 1 0 1 0 1 232 min 0 1 1.25 1 0 1 0 4 0 1 0 1 233 2 m••• 0 1 1.525 4 0 1 0 1 0 1 -5.624 1 234 Iminj 0 1 1 .625 1 1 0 1 1 0 41 0 1 -13.724 4 235 3 m••• 0 1 0 1 0 1 0 1 0 1 -7.499 1 236 min 0 1 0 1 0 1 0 41 0 1 -18.299 4 237 4 m••• 0 1 -.625 1 0 1 0 1 0 1 -5.624 1 238 min 0 1 -1.525 4 0 1 0 4 0 1 -13.724 4 239 5 Im ... 1 0 1 1 -1.25 1 1 0 1 0 1 0 1 0 1 240 min 0 1 -3.05 4 0 1 0 4 0 1 0 1 241 M26A 1 m••• 0 1 1.982 4 0 1 1 0 1 0 1 0 1 242 min 0 1 1.082 1 0 1 0 1 0 1 0 1 243 2 m••• 0 1 1.741 4 0 1 0 1 0 1 -5.772 1 244 min 0 1 .841 1 0 1 0 1 0 1 -11.173 4 245 3 Im ... 1 0 1 1 .5 4 0 1 0 1 0 1 -7.695 1 246 min 0 1 .2 1 1 0 1 0 11 0 1 -14.897 4 247 4 m••• 0 1 -.841 1 0 1 1 0 1 0 1 -5.772 1 248 min 0 1 -1.741 4 0 1 0 1 0 1 -11.173 4 249 5 m••• 0 1 -1.082 1 0 1 0 1 0 1 0 1 250 min 0 1 -1.982 4 0 1 0 1 0 1 0 1 251 M27 1 Im ... 1 0 1 1 1.982 4 0 1 0 1 0 1 0 1 252 min 0 1 1.082 1 1 0 1 0 1 0 1 0 1 253 2 m••• 0 1 1.741 4 0 11 1 0 1 0 1 -5.772 1 254 min 0 1 .841 1 0 1 0 1 1 0 1 -11.173 4 255 3 m••• 0 1 -.2 1 0 1 0 1 0 1 -7.695 1 256 min 0 1 1 -.5 4 0 1 0 1 0 1 -14.896 4 257 14 m... 1 0 1 -.841 1 0 1 0 1 0 1 -5.772 1 258 min 0 1 -1.741 4 0 1 0 1 0 1 -11.173 4 259 5 m••• 0 1 -1.082 1 1 0 1 0 1 0 11 0 1 260 min 0 1 -1.982 4 0 1 0 1 0 1 0 1 261 M28A 1 m••• 0 1 1 4 0 1 0 1 0 1 0 1 262 min 0 1 1 .4 1 0 1 -.002 4 0 1 0 1 263 2 m••• 0 1 .5 4 0 1 1 0 1 0 1 -.6 1 264 min 0 1 .2 1 0 1 -.002 4 0 1 -1.5 4 265 3 m••• 0 1 0 1 1 0 1 0 1 0 1 1 -.801 1 266 min 0 1 0 1 0 1 -.002 4. 0 1 -2.001 4 267 4 m••• 0 1 -.2 1 0 1 0 1 0 1 -.6 1 268 min 0 1 -.5 4 0 1 -.002 4 0 1 -1.5 4 269 5 m••• 0 1 -.4 1 0 1 1 0 1 0 1 0 1 270 minI 0 1 -1 4 0 1 -.002 4 0 1 0 1 271 M29 1 m... 1 0 1 1 4 1 0 1 0 1 0 11 0 1 272 min 0 1 .4 1 0 1 0 1 0 1 0 1 273 2 m... 1 0 1 .5 4 0 1 0 1 0 1 -.6 1 274 minj 0 1 .2 1 0 1 0 1 1 0 1 -1.5 4 275 3 m••• 0 1 0 1 0 1 0 1 0 1 -.801 1 276 minI 0 1 0 1 0 1 0 1 0 1 -2.001 4 277 4 m••• 0 1 -.2 1 1 0 1 0 1 0 1 1 -.6 1 278 Imin 0 1 -.5 4 0 1 0 1 0 1 -1.5 4 279 5 m••• 0 1 -.4 1 0 1 0 1 0 1 0 1 280 min 0 1 -1 4 0 1 0 1 0 1 0 1 281 M30A 1 m..>.• 0 1 1 4 0 1 1 .002 141 0 1 0 1 282 min! 0 1 .4 1 0 1 0 111 0 ill 0 1 283 2 n�-' , 0 1 .5 4 0 1 1 .002 141 0 Ill?;_ 1 284 `','_0 1 .2 10 1 1 0 111 0 Ill 4 RISA-3D Versi i 12.0.0 [\..:\..:\... \...\... \Calcs\Roof Framing.- RTU 1.r3d] �- Page 9 B-23 Company Sept 24, 2015 IRISADesigner Job Number Checked By: TECHNOLOLIES Model Name RTU-1 Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearfkl LC z She... LC Torau... LC v-v Momentfk-ftl ... z-z Momentfk-ftl LC 285 3 m••• 0 1 0 1 0 1 .002 4 0 1 -.801 1 286 min 0 1 0 1 0 1 0 1 0 1 -2.001 4 287 4 m••• 0 1 -.2 1 0 1 .002 4 0 1 -.6 1 288 min 0 1 -.5 4 0 1 0 1 0 1 -1.5 4 289 5 m••• 0 1 -.4 1 0 1 .002 4 0 1 0 1 290 mini 0 1 -1 4 0 1 0 1 0 1 0 1 291 M31A 1 m••• 0 1 1 41 0 1 -.001 11 0 1 0 1 292 min 0 1 .4 1 0 1 -.002 4 0 1 0 1 293 2 m••• 0 1 .5 4 0 1 -.001 1 0 1 -.6 1 294 min 0 1 .2 1 0 1 -.002 4 0 1 -1.5 4 295 3 m... 0 1 0 1 0 1 -.001 1 1 0 1 -.801 1 296 1 mini 0 1 1 0 1 0 1 -.002 4 0 1 1 -2.001 4 297 14 m••• 0 1 1 -.2 1 1 0 1 -.001 1 0 1 -.6 1 298 1 min 0 1 -.5 41 0 1 -.002 4 0 1 -1.5 4 299 15 m••• 0 1 -.4 1 1 0 1 -.001 1 0 1 0 1 300 min 0 1 -1 4 0 1 -.002 4 0 1 0 1 301 M32 1 m••• 0 1 1 4 0 1 0 1 1 0 1 0 1 302 min 0 1 .4 1 0 1 0 4 0 1 0 1 303 2 m... 1 0 1 1 .5 4 0 1 1 0 1 0 1 -.6 1 304 min 0 1 .2 1 0 1 0 4 0 1 -1.5 4 305 3 m••• 0 1 0 1 0 1 0 1 0 1 -.801 1 306 min 0 1 0 1 0 1 0 4 0 1 -2.001 4 307 14 m••• 0 1 -.2 1 0 1 0 1 0 1 -.6 1 308 1 min 0 1 1 -.5 4 0 1 0 4 0 1 -1.5 4 309 5 m••• 0 1 -.4 1 0 1 0 1 0 1 1 0 1 310 min 0 1 -1 4 0 1 0 4 0 1 0 1 311 M33 1 m••• 0 1 1 4 0 1 .002 4 0 1 0 1 312 min 0 1 .4 1 0 1 .001 1 1 0 1 0 1 313 2 m..-I 0 1 .5 4 1 0 1 .002 4 0 1 -.6 1 314 min 0 1 1 .2 1 0 1 .001 1 0 1 -1.5 4 315 3 m... 0 1 0 1 0 1 .002 4 0 1 -.801 1 316 min 0 1 0 1 0 1 .001 1 0 1 1 -2.001 4 317 4 m••• 0 1 -.2 1 0 1 .002 4 0 1 -.6 1 318 min 0 1 -.5 4 0 1 .001 1 0 1 -1.5 4 319 5 im ... 1 0 1 -.4 1 0 1 .002 4 0 1 0 1 320 minl 0 1 -1 4 0 1 .001 1 0 1 0 1 321 M33A 1 m••• 0 1 9.795 4 0 1 .028 4 0 1 0 1 322 min 0 1 4.823 1 0 1 .011 1 1 0 1 1 0 1 323 2 m••• 0 1 9.297 4 0 1 .028 14 0 1 -36.589 1 324 min 0 1 4.325 1 0 1 .011 1 0 1 -76.369 4 325 3 m... 0 1 -.281 1 0 1 .004 4 0 1 -46.537 1 326 min 0 1 -.688 4 0 1 1 .002 1 0 1 -96.107 4 327 4 m••• 0 1 -2.561 1 0 1 -.002 1 0 1 -35.17 1 328 min 0 1 -5.24 4 0 1 -.004 4 0 1 -72.398 4 329 1 5 m••• 0 1 -5.174 1 0 1 -.006 1 0 1 1 0 1 330 1 min 0 1 -10.486 4 0 1 -.012 4 0 1 0 1 331 M34 I 1 m••• 0 1 5.008 4 0 1 -.002 1 0 1 0 1 332 1 min 0 1 2.308 1 0 1 -.004 4 0 1 0 1 333 12 m••• 0 1 4.791 4 0 1 -.002 1 0 1 -13.197 1 334 1 min 0 1 1 2.091 1 1 0 1 -.004 4 0 1 -29.398 4 335 13 m••• 0 1 1.525 41 0 1 -.002 1 0 1 -17.596 1 336 min 0 1 -1.3 5 0 1 -.004 4 0 1 -39.197 4 337 4 m... 0 1 -2.091 1 0 1 -.002 1 0 1 :-13.197 1 338 min 0 1 -4.791 4 0 1 1 -.004 4 0 1 .-29398 4 339 5 m.1 0 1 -2.308 1 0 1 -.002 1 0 1 0 1 340 min 0 1 -5.008 4 0 1 -.004 4 0 1 ; i0. 1 341 M35_ 1m 0 1 1 3.05 14 1 0 I-T 0 1 ...0 RISA=3D Vi-,!rsior,� 12.0.0 [\...\...\...\...\...\Calcs\Roof Framing - RTU 1:r3d] Page 10 B-24 Company IRISA Designer Job Number TECHN0L0GIE5 Model Name RTU-1 Sept 24, 2015 Checked By: Envelope Member Section Forces (Continued) Mamhar Coc Avinirkl I R v Choarrkl 1 r. -7 Ch,- I r. Tnrni t I r. v-v hAnmcntrk-ftl 7-7 rutnmcntrk-ftl 1 r 342 mini 0 1 1.25 1 0 1 1,0011 41 0 1 0 1 343 2 m••• 0 1 1.525 4 0 1 0 1 0 1 -5.624 1 344 min 0 1 .625 1 0 1 -.001 4 0 1 -13.724 4 345 3 m•.. 0 1 0 1 0 1 0 1 0 1 -7.499 1 346 min 0 1 0 1 0 1 -.001 4 0 1 -18.299 4 347 4 m... 0 1 1 -.625 1 1 0 1 0 1 0 1 -5.624 1 348 Iminj 0 1 -1.525 4 0 1 -.001 4 0 1 -13.724 4 349 5 m... 0 1 -1.25 1 0 1 0 1 0 1 0 1 350 min 0 1 -3.05 4 0 1 -.001 4 0 1 0 1 351 M36A 1 m••• 0 1 3.05 4 0 1 0 1 0 1 0 1 352 min 0 1 1.25 1 0 1 0 1 0 1 0 1 353 2 m••• 0 1 1 1.525 4 0 1 0 1 1 0 1 -5.624 1 354 mini 0 1 .625 1 0 1 0 1 0 1 -13.724 4 355 3 m••• 0 1 0 1 1 0 1 0 1 0 1 -7.499 1 356 min 0 1 0 1 0 1 0 1 0 1 -18.299 4 357 4 m••• 0 1 -.625 1 0 1 0 1 0 1 -5.624 1 358 min 0 1 -1.525 4 0 1 0 1 0 1 -13.724 4 359 5 m... 0 1 1 -1.25 1 0 1 0 1 1 0 11 0 1 360 mini 0 1 -3.05 4 0 1 0 1 0 1 0 1 361 M37 1 m•.. 0 1 3.05 4 1 0 1 .001 4 0 1 0 1 362 min 0 1 1.25 1 0 1 0 1 0 1 0 1 363 2 m••• 0 1 1.525 4 0 1 .001 4 0 1 -5.624 1 364 min 0 1 .625 1 0 1 0 1 0 1 -13.724 4 365 3 m... 0 1 1 0 1 0 1 .001 41 0 1 -7.499 1 366 mini 0 1 0 1 0 1 0 1 0 1 -18.299 4 367 4 m... 0 1 -.625 1 1 0 1 1 .001 4 0 1 -5.624 1 368 min 0 1 -1.525 4 0 1 0 1 0 1 -13.724 4 369 5 m••• 0 1 -1.25 1 0 1 .001 4 0 1 0 1 370 min 0 1 1 -3.05 4 0 1 0 1 0 1 0 1 371 M38 1 m... 0 1 1.61 4 0 1 0 1 0 1 1 0 1 372 min 1 .71 1 0 1 0 1 0 1 0 1 373 2 m••• 0 1 .805 41 0 1 1 0 1 0 1 -3.194 1 374 min 0 1 .355 1 0 1 0 1 0 1 -7.244 4 375 3 m••• 0 1 0 1 0 1 0 1 0 1 -4.259 1 376 min 0 1 1 0 1 0 1 0 1 1 0 1 -9.659 4 377 4 m... 0 1 -.355 1 0 1 0 1 0 1 -3.194 1 378 mini 0 1 -.805 4 0 1 0 1 0 1 -7.244 4 379 5 m... 1 0 1 -.71 1 1 0 1 1 0 1 0 1 0 1 380 mini 0 1 1 -1.61 4 0 1 0 1 0 1 0 1 381 M39 1 m••• 0 1 2.777 4 0 1 0 1 0 1 0 1 382 min 0 1 1.16 1 0 1 0 1 0 1 0 1 383 2 m•.. 0 1 .827 4 0 1 0 1 0 1 -5.524 1 384 min 0 1 .326 1 0 1 0 1 1 0 1 1 -13.4 4 385 3 m••• 0 1 -.508 1 0 1 0 1 0 1 -4.848 1 386 min 0 1 1 -1.122 41 0 1 1 0 1 0 1 -12.304 4 387 4 m... 0 1 -1.341 1 0 1 0 1 0 1 3.289 4 388 min 0 1 -3.071 4 0 1 0 1 0 1 2.028 1 389 5 m... 0 1 1.131 4 0 1 0 1 0 1 -.001 1 390 min 0 1 .582 1 0 1 0 1 0 1 1 -.003 4 391 M40A 1 m... 0 1 1.819 4 0 1 0 1 0 1 0 1 392 1 Imin 0 1 1 .795 1 1 0 1 0 1 0 1 0 1 393 2 m... 0 1 .464 4 0 1 0 1 0 1 -3.641 1 394 min 0 1 .184 1 0 1 1 0 1 0 1 -8.488 4 395 3 m... 0 1 -.426 1 0 1 0 1 0 1 -2.741 1 396 min 0 1 -.89 4 0 1 0 1 0 1111 -6.904 1 4 397 4 m... 0 1 -1.037 1 0 1 0 1 0 11 4.751 4 398 I min 0 1 -2.244 J-4-L 0 1 0 1 1 1 2.699 1 R' A --,I) Version 12.0.0 [\:..\'..A ... \...\... \Calcs\Roof Framing - RTU 1.r3d] r, Page 11 ti B-25 r Company Sept 24, 2015 IRISADesigner Job Number Checked By: receNotioo�es Model Name RTU-1 Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearfkl LC z She... LC Torou... LC v-v Momentfk-ftl ... z-z Momentfk-ftl LC 399 5 m... 1 0 1 1.012 41 0 1 0 1 0 1 -.002 1 400 minj 0 1 .56 1 1 0 1 0 1 0 1 -.004 4 401 M41 1 m••• 0 1 1.012 4 0 1 .004 4 0 1 0 1 402 min 0 1 .56 1 0 1 .002 1 1 0 1 0 1 403 2 m••• 0 1 .867 4 0 1 .004 4 0 1 -3.776 1 404 min 0 1 .434 1 0 1 .002 1 0 1 -7.391 4 405 3 m••• 0 1 -.038 1 0 1 1 0 4 0 1 -5.954 1 406 min 0 1 -.081 4 1 0 1 0 1 0 1 -12.081 4 407 4 m••• 0 1 -.444 1 0 1 0 1 0 1 -4.027 1 408 min 0 1 -.887 4 0 1 -.001 4 0 1 -8.21 4 409 5 m... 1 0 1 -.582 1 0 1 -.001 1 0 1 0 1 410 min 0 1 -1.131 4 0 1 -.003 4 0 1 0 1 411 M42 1 m••• 0 1 1 3.408 4 0 1 .002 4 0 1 0 1 412 min 0 1 1.425 1 0 1 .001 1 0 11 0 1 413 12 m••• 0 1 1.162 4 0 1 1 .002 4 0 1 -7.082 1 414 min 0 1 .48 1 0 1 .001 1 0 1 -16.992 4 415 3 m••• 0 1 -.465 1 0 1 .002 41 0 1 -7.135 1 416 min 0 1 -1.085 4 0 1 .001 1 0 1 -17.276 4 417 4 m••• 0 1 -1.411 1 0 1 .002 4 0 1 -.159 1 418 min 0 1 -3.332 4 0 1 .001 1 0 1 1 -.85 4 419 5 m... 1 0 1 .051 1 0 1 -.001 1 0 1 .002 4 420 minI 0 1 .032 4 0 1 -.003 4 0 1 0 1 421 M43 11 m••• 0 1 3.149 4 0 1 0 1 0 1 0 1 422 1 min 0 1 1.338 1 0 1 0 4 0 1 0 1 423 12 m••• 0 1 1.2 4 0 1 0 1 0 1 -6.854 1 424 min 0 1 .505 1 0 1 0 4 0 1 1 -16.171 4 425 13 m••• 0 1 -.329 1 0 1 0 1 0 1 -7.509 1 426 1 min 0 1 -.749 4 0 1 0 4 0 1 -17.846 4 427 14 m••• 0 1 -1.162 1 1 0 1 0 11 1 0 1 -1.964 1 428 1 min 0 1 -2.699 41 0 1 0 4 0 1 -5.024 4 429 15 m••• 0 1 -.295 1 0 1 0 1 0 1 .002 4 430 1 min 0 1 -.772 4 0 1 0 4 0 1 0 1 431 M44A 11 m••• 0 1 3.115 4 0 1 0 1 0 1 0 1 432 min 0 1 1.323 1 0 1 1 -.001 4 0 1 1 0 1 433 2 m••• 0 1 1.166 4 0 1 0 1 1 0 1 -6.736 1 434 min 0 1 .489 1 0 1 -.001 41 0 1 -15.916 4 435 3 m••• 0 1 -.345 1 0 1 0 11 0 1 -7.273 1 436 min 0 1 -.784 41 0 1 -.001 41 0 1 -17.336 4 437 14 m••• 0 1 -1.178 1 0 1 0 1 1 0 1 -1.61 1 438 1 mini 0 1 1 -2.733 4 0 1 -.001 4 0 1 1 -4.259 4 439 15 m••• 0 1 -.229 1 0 1 1 0 4 0 1 .001 4 440 1 min 0 1 -.629 4 0 1 0 1 0 1 0 1 441 M45 11 m••• 0 1 2.98 4 0 1 0 1 0 1 0 1 442 1 min 0 1 1.258 1 0 1 -.002 4 0 1 0 1 443 12 m••• 0 1 1.031 4 0 1 0 1 0 1 -6.258 1 444 minj 0 1 1 .425 1 1 0 1 -.002 14 0 1 1 -14.916 4 445 3 m••• 0 1 -.409 1 0 1 1 0 1 0 1 -6.317 1 446 min 0 1 -.918 4 0 1 1,002 4 0 1 -15.335 4 447 4 m••• 0 1 -1.243 1 0 1 0 1 0 1 -.176 1 448 min 0 1 -2.867 4 0 1 -.002 4 0 1 -1.258 4 449 15 m••• 0 1 .039 1 0 1 .002 4 1 0 1 .002 4 450 1 min 0 1 1 -.068 4 1 0 1 0 1 0 1 0 1 451 M46 11 m••• 0 1 1.94 41 0 1 0 4 0 1 0 1 452 min 0 1 1.04 1 0 1 1 0 1 0 1 0 1 453 2 m••• 0 1 1.135 4 0 1 0 4 0 1 -5.177 1 454 min 0 1 .685 1 0 1 0 1 0 1 -9.228 4 45: _ 3 m.. L 0 1 1 -.034 4 0 1 0 14 1 -7.404 1 Rl,A-M Version 12.0.0 [1...\...\...\...\...\Calcs\Roof Frarriing'- RTU 1.r3d]- .: Page 12 B-26 Company Sept 24, 2015 IIRISA Designer Job Number Checked By: T E C H ar a o c t E s Model Name RTU-1 Envelope Member Section Forces (Continued) Mamhar Sac AYinlfkl I C v Shaarfkl I r mo Sha I C Tnrmi IC'. v-v Mnmantrk-Hl 7-7 Unmcntrk-ftl I r 456 min 0 1 -.034 1 0 1 0 1 0 1 -12.806 4 457 4 m••• 0 1 -.754 1 0 1 0 4 0 1 -5.588 1 458 min 0 1 -1.204 4 0 1 0 1 0 1 -9.637 4 459 5 m••• 0 1 -1.109 1 0 1 0 4 0 1 0 1 460 min 0 1 -2.009 4 0 1 0 1 0 1 0 1 461 M47 1 m... 1 0 1 1.816 4 0 1 0 4 0 1 1 0 1 462 min 0 1 .916 1 0 1 0 1 0 1 0 1 463 2 m••• 0 1 1.011 4 0 1 0 41 0 1 -4.434 1 464 min 0 1 1 .562 1 1 0 1 0 1 0 1 -8.484 4 465 3 m••• 0 1 -.021 1 0 1 0 4 0 1 -6.226 1 466 min 0 1 -.021 4 0 1 0 1 0 1 -11.626 4 467 4 m... 1 0 1 -.604 1 0 1 0 4 0 1 -4.69 1 468 min 0 1 -1.054 4 0 1 0 1 0 1 -8.74 4 469 5 m••• 0 1 -.959 1 0 1 0 4 0 1 0 1 470 min 0 1 1 -1.859 4 0 1 1 0 1 0 1 0 1 471 M48 1 m••• 0 1 1 0 4 -.228 4 0 1 0 1 0 1 472 min 0 1 0 1 1,228 1 -.001 141 0 1 0 1 473 2 m... 1 0 1 0 4 -.114 5 0 1 -.113 4 -.113 1 474 min 0 1 0 1 -.114 4 -.001 4 -.113 1 -.113 4 475 3 m••• 0 1 0 1 0 1 0 1 -.151 4 -.151 1 476 min 0 1 0 1 0 1 -.001 4 -.151 1 -.151 4 477 4 m••• 0 1 0 4 .114 5 0 1 -.113 4 -.113 1 478 min 0 1 1 0 1 1 .114 1 -.001 14 1 -.113 1 -.113 4 479 5 Im ... 1 0 1 0 4 .228 1 1 0 11 1 0 1 0 1 480 min 0 1 0 1 .228 1 -.001 4 0 1 0 1 481 M49A 1 m••• 0 1 0 1 -.274 1 0 4 0 11 0 1 482 min 0 1 0 4 -.274 1 0 1 0 1 0 1 483 2 m••• 0 1 0 1 -.137 1 0 4 -.163 1 -.163 1 484 min 0 1 0 4 -.137 1 0 1 -.163 1 -.163 1 485 3 Im ... 1 0 1 1 0 1 1 0 1 0 4 1 -.218 1 -.218 1 486 min 0 1 0 1 0 1 0 1 -.218 1 -.218 1 487 4 m••• 0 1 0 1 .137 1 1 0 4 -.163 1 1 -.163 4 488 min 0 1 0 4 .137 1 1 0 1 -.163 4 -.163 1 489 5 m••• 0 1 0 1 .274 1 0 4 0 1 0 1 490 min 0 1 0 4 .274 1 0 1 0 1 0 1 491 M50A 1 m••. 0 1 0 4 -.091 1 0 1 1 0 1 0 1 492 min 0 1 0 1 -.091 4 0 4 0 1 0 1 493 2 m• •• 0 1 0 4 -.046 1 0 1 -.018 1 -.018 1 494 min 0 1 0 1 -.046 4 0 4 -.018 4 -.018 4 495 3 m••• 0 1 0 1 0 1 0 1 -.024 1 -.024 1 496 min 0 1 1 0 1 0 1 0 4 1 -.024 4 -.024 4 497 4 m••• 0 1 0 4 1 .046 1 1 0 1 -.018 1 -.018 1 498 min 0 1 0 1 .046 41 0 4 -.018 4 -.018 4 499 5 m••• 0 1 0 4 .091 1 0 1 0 1 0 1 500 min 0 1 0 1 .091 4 0 4 0 1 0 1 501 M51 1 m••• 0 1 0 4 -.228 1 0 4 0 1 1 0 1 502 Iminj 0 1 1 0 1 -.228 1 0 1 0 1 0 1 503 2 m••• 0 1 0 4 -.114 1 0 4 -.113 4 -.113 1 504 min 0 1 0 1 -.114 4 1 0 1 -.113 1 -.113 4 505 3 m••• 0 1 0 1 0 1 0 4 -.151 4 -.151 1 506 min 0 1 0 1 0 1 0 1 -.151 1 -.151 4 507 4 m••• 0 1 0 4 .114 1 0 4 -.113 4 -.113 1 508 min 0 1 1 0 1 .114 1 0 1 -.113 1 1 -.113 4 509 5 m••• 0 1 0 4 .228 1 0 4 ;;. =.::.: 0 1 0 1 510 min 0 1 0 1 .228 11 1 0 1 6.26) 0 1 0 1 511 M52 T m••• 0 1 0 1 -.274 1 1 0 1 '2 6 0 1 0 1 512 min 0 1 0 4 -.274 14 1,001 /. 7 0 1 0 1 RISA-3D Version 12.0.0 (\...\...\...\...\... \CaIGs\Roof Framing - RTIt'.'6.i73c:'XC. Page 13 B-27 Company Sept 24, 2015 hRISA Designer Job Number Checked By: T E C H N o o o E s Model Name RTU-1 Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearrkl LC z She... LC Torou._. LC v-v Momentrk-ftl _ z-z Momentrk-ftl I C 513 2 m... 1 0 1 0 1 -.137 1 0 1 -.163 1 -.163 1 514 minj 0 1 0 4 -.137 1 -.001 4 -.163 4 -.163 1 515 3 m••• 0 1 0 1 0 1 0 1 -.218 1 -.218 1 516 min 0 1 0 1 0 1 -.001 4 -.218 4 -.218 1 517 4 m... 0 1 0 1 .137 1 0 1 -.163 1 -.163 4 518 min 0 1 0 4 .137 4 -.001 4 -.163 4 1 -.163 1 519 5 m••• 0 1 0 1 .274 1 0 1 0 1 0 1 520 min 0 1 0 4 .274 1 -.001 4 0 1 0 1 521 M53 1 m... 0 1 0 4 -.091 1 0 4 0 1 0 1 522 1 min 0 1 0 1 -.091 4 0 1 0 1 0 1 523 12 m... 1 0 1 1 4 -.046 11 1 0 4 -.018 1 -.018 1 524 1 min 0 1 0 1 -.046 4 0 1 -.018 4 1 -.018 4 525 13 m••• 0 1 0 1 0 1 0 4 -.024 1 -.024 1 526 1 min 0 1 0 1 0 1 0 1 -.024 4 -.024 4 527 4 m••• 0 1 0 4 .046 1 0 4 -.018 1 -.018 1 28 min 0 1 0 1 .046 4 0 1 -.018 4 -.018 4 29 r 5 m••• 0 1 0 4 .091 1 0 4 0 1 030 min 0 1 0 1 .091 4 0 1 0 1 0 1 RISA-3D Version 12.0.0[\...\...\..:\...\...\Calcs\RobfFraming !': �3d] Page 14 B-28 Company Sept 24, 2015 IRISADesigner Job Number Checked By: r e c e N a o c i e s Model Name RTU-1 Envelope Member Section Stresses Member Sec Axialrksil ... v Shearfksil ... z Sh... ... v-Too[ksil ... v-Botfksil ... z-ToDfksil ... z-Bot..-.. =®=M HMO ©�Mm HMO 0m0 ©�Mm HMO MGM= 0®0000000 HMO m��® O Cl�D0000 HMO HMO m�©® o • ' 000 ono 000 HMO ®�©® 00000�Wl • ' o 000 HMO mmo® o�000 ono 000 mmo=® HMO mmo©® o®0000000 000 mmo=® HMO mmo® � o®00000ao � 000 ®�M® HMO m�©® � o : • 000®ono � 000 HMO ®�©®��o ' � 000�o : • o � 000 m��®��■o�000 :. ono � 000 mmo® � o�000�o • • o � 000 m��® � o�■000 • . ono � 000 mmo©® o�0000aoo 000 m��® o®o�■oaaoo 000 mmo® 0�0000000 HMO mi■■■■�® o®00000a�o 000 M�Mm 0 • ' 000� • 0 HMO m��® � o��000�o � • o � 000 M�Mz 00000�o • ' o 000 HMO . o�■�000 mmo©® o®000aoao 000 m��®�so�00000�n■�o 000 mmo® 0�0�00000 HMO m��® 0 0�00000 HMO m�©® o�000 • : ono 000 m��® � o®000�o • : o � 000 mmo©® o��000 o ' • o 000 E aoo min® o�000 : . a o 000 mmo = 0�000 0 0 HMO ' • ©® 0 0000000 HMO m��® � o�000aoao � 000 ®mo® � a � . • 000a000 � 000 000 M�Mm HMO MGM= ono o a 000 MGM= o�om : • ono 000 o� om HEM: • a 000 RISA-3D Version 12.0.0[\...\...\...\...\... \Calcs\Roof.Frr,i.ac�`-.RTU 1.r3d] Page 15 3.29 . Company Sept 24, 2015 ARIBA Designer Job Number Checked By: recx�o�oo�es Model Name RTU-1 Envelope Member Section Stresses (Continued) Member Sec Axialfksil ... v Shearfksil ... z Sh...... v-Tonfksil __ v-Rntfksil 7-Tnnrksil 7-Rnt ®tea® � °■�■°a°■�■o :: HMO °M° flmu°oU�■ °■a■° mmo® ° •: oo°is°o° °o° ■°MIS °M° �°0° m�©® � oo°moo • : ° � °o° .. ��® °®°0° • : °ICI °M° min® ° °a°moo • . ° °o° .: ■■��® O it °�C! HMO °M° m®0® ° • : 0 °0° °M° ®�©® °��00°�°®0 °M° m■ Mcm °■��°a°®o�° am 000 HMO M�Mo °M° °moo°�° : • o °o° mom©® °®°0°ODOD °0° MRII 13MH0°U �I° ama °M° mom©® ° • - 00°� • l 0 °M° M�M HMO . � � °moo � °■�° min® °�■°o° °o° WI�Mcmo�° HMO •©® °®°�°0°0° °0° • � �■r® � °moo°a■°o° � °■�° m�0® °�00°0°v° °M° HMO mom■©® °moo°moo :: •a HMO m��® °��°a° :: • °moo am H HMO • . ��® o° ::. °moo HMO min® °�■°a°®o °o° • : III■® � °■moo°�■°®o � °■�° °0° ��® °®00°��°�■° °0° °o° am HMO HMO 0 ° °M° ��o® � ° : •. °a°moo :: ° � °o° ■m��® °�°oo°a°r■■�° am ®�i® ° • o °o°o° °0° ; °DOD °M° °0° RISA-3D Version 12.0.0 [\'I..\ ... \...\... \Calcs\Roaf doling - RTU 1.r3d] Page 16. Company IRISA Designer Job Number TECHNOLOGIES Model Name RTU-1 Envelope Member Section Stresses (Continued) Sept 24, 2015 Checked By: Member Sec Axial ksi ... v Shear ksi ... z Sh...... -To ksi ... -Bot ksi ... z-To ksi ... z-Bot 114 min 0 1 .723 1 0 1 6.143 1-14.507 4 0 1 0 1 115 3 m••• 0 1 .484 4 0 1 19.343 4 -8.19 1 0 1 0 1 116 min 0 1 -.198 1 0 1 8.19 1-19.343 4 0 1 0 1 117 4 m••• 0 1 -.723 1 0 1 14.507 4 -6.143 1 0 1 0 1 118 min 0 1 -1.722 4 0 1 6.143 1-14.507 4 0 1 0 1 119 5 m... 1 0 1 -.85 1 0 1 0 1 0 1 0 1 0 1 120 1 min 0 1 -1.993 41 0 111 0 11 0 1 0 1 0 1 121 M31 1 1 m••• 0 1 1.628 4 0 1 0 1 0 1 0 1 0 1 122 min 0 1 .711 1 0 1 0 1 0 1 0 1 0 1 123 2 m••• 0 1 1.588 4 0 1 11.849 4 -5.089 1 0 1 0 1 124 min 0 1 .671 1 0 1 5.089 1-11.849 4 0 1 0 1 125 3 Im ... 1 0 1 1 -.21 1 0 1 15.799 4 -6.786 1 1 0 1 0 1 126 min 0 1 -.516 4 0 1 6.786 1-15.799 41 0 1 0 Ill 127 4 m••• 0 1 -.671 1 0 11 11.849 4 -5.089 11 0 1 0 1 128 min 0 1 -1.588 4 0 1 5.089 1-11.849 41 0 1 0 1 129 5 m••• 0 1 -.711 1 0 1 0 1 0 1 0 1 0 1 130 min 0 1 -1.628 41 0 1 0 1 0 1 0 1 0 1 131 M36 1 1 m... 1 01 1.245 4 0 1 0 1 0 1 0 1 1 0 1 132 1 min 0 1 .558 1 0 1 0 1 0 1 0 1 0 1 133 12 m••• 0 1 1.206 4 0 11 9.032 4 -3.962 1 0 1 0 1 134 min 0 1 .518 1 0 1 3.962 1 -9.032 4 0 1 0 1 135 3 m••• 0 1 -.159 1 0 1 12.043 4 -5.283 1 0 1 0 1 136 min 0 1 -.389 41 0 1 5.283 1-12.043 4 0 1 0 1 137 4 m... 1 0 1 -.518 1 0 1 9.032 4 -3.962 11 0 1 1 0 1 138 min 0 1 -1.206 4 0 1 3.962 1 -9.032 41 0 11 0 1 139 15 m••• 0 1 -.558 1 0 1 1 0 1 0 1 0 1 0 111 140 min 0 1 -1.245 4 0 1 0 1 0 1 0 1 0 1 141 M40 1 m••• 0 1 2.043 4 0 1 0 1 0 1 0 1 0 1 142 min 0 1 .892 1 1 0 1 0 1 0 1 0 1 0 1 143 2 m... 1 0 1 1.997 4 0 1 12.105 4 -5.206 1 0 1 0 1 144 min 0 1 .846 1 0 1 5.206 1-12.105 4 1 0 1 0 1 145 1 3 m••• 0 1 .554 5 0 1 16.14 4 1 -6.941 1 0 1 0 1 146 min 0 1 -.65 4 0 1 6.941 1 -16.14 4 0 1 0 1 147 4 m••• 0 1 -.846 1 0 1 12.105 4 -5.206 1 0 1 0 1 148 min 0 1 -1.997 4 1 0 1 1 5.206 1-12.105 4 0 1 0 1 149 5 m... 1 0 1 -.892 1 0 1 0 1 0 1 0 1 0 1 150 min 0 1 -2.043 4 0 1 0 1 0 1 0 1 0 1 151 M44 1 1 m••• 0 1 1 2.411 4 0 1 0 1 0 1 0 1 1 0 Ill 152 min 0 1 1.035 1 0 1 0 1 0 1 0 1 0 1 153 2 m••• 0 1 2.371 4 0 1 17.622 4 -7.482 1 0 1 0 1 154 min 0 1 .995 1 1 0 1 7.482 1-17.622 4 0 1 0 1 155 3 im ... 1 0 1 -.318 1 0 1 23.496 4 -9.976 1 0 1 0 1 156 min 0 1 -.777 4 0 1 9.976 1-23.496 4 0 1 0 1 157 4 m••• 0 1 -.995 1 0 1 17.622 4 -7.482 1 0 1 0 1 158 min 0 1 -2.371 4 0 1 7.482 1-17.622 4 0 1 0 1 159 5 m••• 0 1 -1.035 1 0 1 0 1 0 1 0 1 0 1 160 min 0 1 -2.411 4 0 1 0 1 0 1 0 1 0 1 161 M49 1 m... 0 1 .415 4 0 1 0 1 0 1 0 1 0 1 162 min 0 1 .209 1 0 1 0 1 0 1 0 1 0 1 163 2 m••• 0 1 .207 4 0 1 2.075 4 -1.045 1 0 1 0 1 164 min 0 1 .104 1 0 1 1.045 1 -2.075 4 0 1 0 1 165 3 m••• 0 1 0 1 0 1 2.767 4 -1.393 1 0 1 0 1 166 min 0 1 0 1 0 1 1.393 1 -2.767 4 1 0 1 0 1 167 4 Im ... 1 0 1 -.104 11 0 1 2.075 4 -1.045 1 0 1 0 1 168 min 0 1 -.207 ' 4 0 1 1.045 1 -2.075 4 0 1 0 1 169 5 m••• 0 1 -.209 JI 0 11 0 Ill 0 1 0 1 0 1 170 1 min 0 1 -.415 4 0' Ill 0 11 0 1 RISA-3D Version 12.0.0 Framing - RTU 1.r3d] Page 17 B-31 1 Company Sept 24, 2015 Desgner 11RISAJob (Number : Checked By: receNo�ocrEs Model Name RTU-1 Envelope Member Section Stresses (Continued) Member Sec Axialrksil v Shearrksil - z Sh--- --- v-Tnnrksil - v-Rntrksil 7-Tnnrksil 7-Rnt 171 M50 1 m... 0 1 .415 41 0 111 0 1 0 1 0 1 0 1 172 min 0 1 .209 1 0 11 0 1 0 1 0 1 0 1 173 2 m... 0 1 .207 4 0 1 2.075 4 -1.045 1 0 1 0 1 174 min 0 1 .104 1 0 1 1.045 1 -2.075 4 0 1 0 1 175 3 m.• 0 1 0 1 0 1 2.767 4 -1.393 1 0 1 0 1 176 mini 0 1 0 1 0 1 1.393 1 -2.767 41 0 1 0 1 177 4 m... 01 -.104 1 1 0 1 2.075 4 1 -1.045 1 0 1 0 1 178 min 0 1 -.207 .41 0 1 1.045 1 -2.075 4 0 1 0 1 179 5 m... 0 1 -.209 1 0 11 0 1 0 1 0 1 0 1 180 min 0 1 -.415 4 0 1 0 1 0 1 0 1 0 1 181 M19 1 m••• 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 182 mini 0 1 .525 1 0 1 0 1 0 1 0 1 0 1 183 2 m... 0 1 .641 4 0 1 11.06 4 1 4.533 11 0 1 0 1 184 min 0 1 .263 1 0 1 4.533 1 -11.06 41 0 1 0 1 185 3 m••• 0 1 0 1 0 1 1 14.747 4 -6.043 1 0 1 0 1 186 i min 0 1, 0 1 0 1 6.043 1-14.747 41 0 1 0 1 187 4 m••• 0 1 -.263 1 0 1 11.06 4 -4.533 1 0 1 0 1 188 min 0 1 -.641 4 0 1 4.533 1 -11.06 4 0 1 0 1 189 5 m... 0 1 -.525 1 0 1 0 1 0 1 0 1 0 1 190 min 0 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 191 M20 1 m••• 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 192 min 0 1 1 .525 1 0 1 1 0 1 0 11 0 11 0 1 193 2 m... 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 1 194 1 min 0 1 .263 1 0 1 4.533 1 -11.06 41 0 1 0 1 195 13 m... 0 1 0 1 0 1 14.747 4 -6.043 1 0 1 0 1 196 1 min 0 1 0 1 1 0 1 6.043 1-14.747 4 0 1 0 1 197 14 m••• 0 1 -.263 1 0 1 11.06 4 -4.533 1 0 1 0 1 198 1 min 0 1 -.641 4 0 1 4.533 1 -11.06 4 0 1 0 1 199 15 m••• 0 1 1 -.525 1 0 1 1 0 1 0 1 0 11 0 1 200 1 mini 0 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 201 M21 1 m••• 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 202 min 0 1 .525 1 1 0 1 0 1 1 0 1 0 1 0 1 203 12 m••. 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 1 204 1 min 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 205 13 m••• 0 1 0 1 0 1 14.747 4 -6.043 1 0 1 0 1 206 1 min 0 1 1 0 1 0 1 1 6.043 1-14.747 4 0 1 0 111 207 14 m... 0 1 -.263 1 0 1 11.06 4 -4.533 1 0 1 0 1 208 1 min 0 1 -.641 4 0 1 4.533 1 -11.06 4 0 1 0 1 209 15 m•.• 0 1 -.525 1 1 0 1 0 11 0 11 0 1 0 1 210 1 min 0 1 -1.281 41 0 1 0 1 0 1 0 1 0 1 211 M22 1 m... 0 1 1.281 41 0 1 0 1 0 1 0 1 0 1 212 min 0 1 1 .525 1 0 1 0 1 0 1 0 1 1 0 1 213 12 m... 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 1 214 1 min 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 215 13 m... 0 1 0 1 0 1 14.747 4 1 -6.043 1 1 0 1 0 1 216 1 min 0 1 0 1 0 1 6.043 1-14.747 41 0 1 0 1 217 14 m... 0 1 -.263 1 0 1 11.06 4 -4.533 11 0 1 0 1 218 min 0 1 1 -.641 4 0 1 4.533 1 -11.06 41 0 .11 0 1 219 5 m... 0 1 -.525 1 0 1 0 1 0 1 0 1 0 1 220 min 0 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 221 M23 1 m••• 0 1 1.281 4 0 1 0 1 1 0 1 0 1 0 1 222 min 0 1 .525 1 0 1 0 1 0 1 0 1 0 1 223 12 m••• 0 1 .641 4 0 1 11.06 4 4.533 1 0 1 0 1 224 min 0 1 .263 1 0 1 4.533 1 -11.06 4 1 0 Ill 0 Hi 225 3 m••• 0 1 0 1 0 1 14.747 4 -6.043 1 0 1 0 1 226 min 0 1^ 1 0 1 6.043 1-14.747 4 0 1 0 1 227 4 m•.. 0 1 -'j3' 1 0 1 11.06 4 -4.533 1 0 1 0 1 RISA-3D Version 12.0.0 I\ ... \...\...\. A A� , s\Roof Framina - RTU 1.r3d1 Paoe 18 B-32 Company IIRISA Designer Job Number T E c e N o l o C I E s Model Name RTU-1 Sept 24, 2015 Checked By: Envelope Member Section Stresses (Continued) Uamhur Ccr Avinlfkcil a Chcnrrlecil 7 Ch u-Tnnrlecil u-Rnfriecil -7-Tnnnecil .7-Rnl 228 min 0 1 -.641 4 0 1 4.533 1 -11.06 4 0 1 0 1 229 5 m••• 0 1 -.525 1 0 1 0 1 0 1 0 1 0 1 230 min 0 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 231 M24 1 m••• 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 232 min 0 1 .525 1 0 1 0 1 0 1 0 1 0 1 233 2 m... 1 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 1 234 min 0 1 .263 11 0 11 4.533 1 -11.06 4 1 0 1 1 0 1 235 3 m••• 0 1 0 11 0 1 14.747 4 -6.043 1 0 1 0 1 236 min 0 1 0 1 0 1 6.043 1-14.747 4 0 1 0 1 237 4 m••• 0 1 -.263 1 0 1 11.06 4 -4.533 1 0 1 0 1 238 min 0 1 -.641 4 0 1 4.533 1 -11.06 4 0 1 0 1 239 5 m... 1 0 1 -.525 1 0 1 0 1 0 1 0 1 0 1 240 Iminj 0 1 -1.281 4 0 11 0 11 0 11 0 11 0 1 241 M26A 1 m••• 0 1 .406 41 0 1 0 1 0 1 0 1 0 1 242 min 0 1 .222 11 0 1 0 1 0 1 0 1 0 1 243 2 m••• 0 1 .357 41 0 1 2.071 4 -1.07 1 0 1 0 1 244 min 0 1 .172 1 0 1 1.07 1 -2.071 4 0 1 0 1 245 3 Im ... 1 0 1 .102 4 0 1 2.761 4 1 -1.426 1 0 1 0 1 246 mini 0 1 .041 1 0 1 1.426 1 -2.761 4 0 1 0 1 247 4 m... 0 1 -.172 1 0 11 2.071 4 -1.07 1 0 1 0 1 248 min 0 1 -.357 4 0 1 1.07 1 -2.071 4 0 1 0 1 249 5 m••• 0 1 -.222 1 0 1 0 1 0 1 0 1 0 1 250 min 0 1 -.406 4 0 1 0 1 0 1 0 1 0 1 251 M27 1 m••• 0 1 .406 4 0 1 0 1 0 1 0 1 0 1 252 min 0 1 .222 1 0 1 0 1 0 1 0 1 0 1 253 2 m... 0 1 .357 4 0 1 2.071 4 -1.07 1 0 1 0 1 254 min 0 1 .172 1 0 1 1.07 1 -2.071 4 0 1 0 1 255 3 m••• 0 1 -.041 1 0 1 2.761 4 -1.426 1 0 1 0 1 256 min 0 1 -.102 4 0 1 1.426 1 -2.761 4 0 1 0 1 257 4 m••• 0 1 -.172 1 0 1 2.071 4 -1.07 1 0 1 0 1 258 min 0 1 -.357 41 0 1 1.07 1 -2.071 41 0 1 0 1 259 5 m... 1 0 1 -.222 1 0 1 0 1 0 1 0 1 0 1 260 min 0 1 -.406 4 0 1 0 1 0 1 0 1 0 1 261 M28A 1 m••• 0 1 .746 4 0 1 0 1 0 1 0 1 0 1 262 min 0 1 .298 1 0 1 0 1 0 1 0 1 0 1 263 2 m••• 0 1 .373 4 0 1 2.306 4 -.923 1 0 1 0 1 264 min 0 1 .149 1 1 0 1 .923 1 1 -2.306 4 0 1 0 1 265 3 m... 1 0 1 0 1 0 1 3.075 4 -1.23 1 0 1 0 1 266 min 0 1 1 0 1 0 111 1.23 1 -3.075 4 0 1 0 11 267 4 m••• 0 1 -.149 1 0 1 2.306 4 -.923 1 0 1 0 1 268 min 0 1 -.373 4 0 1 .923 1 -2.306 4 0 1 0 1 269 5 m••• 0 1 -.298 1 0 1 0 1 0 1 0 1 0 1 270 min 0 1 -.746 4 0 1 0 1 0 1 0 1 0 1 271 M29 1 m... 0 1 .746 4 0 1 0 1 0 1 0 1 0 1 272 min 0 1 1 .298 1 0 1 1 0 1 0 11 0 1 0 1 273 2 m••• 0 1 .373 4 0 1 2.306 4 -.923 1 0 1 1 0 1 274 min 0 1 .149 1 0 1 .923 1 -2.306 4 0 1 0 1 275 3 m••• 0 1 0 1 0 1 3.075 4 -1.23 1 0 1 0 1 276 min 0 1 0 11 0 1 1.23 1 -3.075 4 0 1 0 1 277 4 m... 1 0 1 -.149 1 0 1 2.306 4 -.923 1 0 1 0 1 278 min 0 1 -.373 4 0 111 .923 1 1 -2.306 4 0 1 0 1 279 5 m••• 0 1 -.298 1 0 1 0 1 0 1 0 1 0 1 280 min 0 1 1 -.746 4 0 1 0 1 0 1 1 0 1 0 1 281 M30A 1 m••• 0 1 .746 4 0 1 0 1 0 1 0 1 0 1 282 min 0 1. .298 11 0 1 0 1 0 1 0 1 0 283 2 m••• 0 i; .373 4 0 1 2.306.! 4 -.923 1 0 1 0 284 min 0 .149 1 0 11 .923 11 1 -2.306 4 0 1 Page �A. RISA-3D Version 12.0.0 \... \Calgs\Roof Framing - RTU 1.r3d] B-33 Company Sept 24, 2015 111RISAJob Designer Number Checked By: TEC H N 0 LociEs Model Name RTU-1 Envelope Member Section Stresses (Continued) Member Sec Axialfksil ... v Shearfksil ... z Sh...... v-Toofksil ... v-Bot[ksil ... z-Tonfksil ... z-Bat 285 3 m... 0 1 0 1 0 1 3.075 4 -1.23 1 0 1 0 11 286 min 0 1 0 1 0 1 1.23 1 -3.075 4 0 1 0 Ill 287 14 m... 0 1 -.149 1 0 1 2.306 4 -.923 1 0 1 0 1 288 min 0 1 -.373 4 0 1 .923 1 -2.306 4 0 1 0 1 289 5 m••• 0 1 -.298 1 0 1 0 1 0 1 0 1 0 1 290 mini 0 1 -.746 4 0 1 0 11 0 1 0 1 0 1 291 M31A 1 m... 0 1 1 .746 4 1 0 1 1 0 1 0 1 0 1 1 0 1 292 min 0 1 .298 1 0 1 0 1 0 1 0 1 0 Ill 293 2 m... 0 1 .373 4 0 1 2.306 4 -.923 1 0 1 0 1 294 min 0 1' .149 1 0 1 .923 1 -2.306 4 0 1 0 1 295 3 m... 0 1 0 1 0 1 3.075 4 -1.23 1 0 1 0 1 296 mini 0 1 0 1 0 1 1.23 1 -3.075 4 0 1 0 1 297 4 m••• 0 1 -.149 1 1 0 1 2.306 4 -.923 1 0 1 1 0 1 298 ! min 0 1 -.373 4 0 1 .923 1 -2.306 4 0 1 0 1 299 15 m... 0 1 -.298 1 0 1 0 1 1 0 1 0 1 0 1 300 1 min 0 1 -.746 4 0 1 0 1 0 1 0 1 0 1 301 M32 11 m... 0 1 .746 4 0 1 0 1 0 1 0 1 0 1 302 min 0 1 .298 1 0 1 0 1 0 1 0 1 0 1 303 2 m... 0 1 .373 4 0 1 2.306 4 -.923 1 0 1 1 0 1 304 min 0 1 .149 1 0 1 .923 1 -2.306 4 0 1 0 1 305 3 m••• 0 1 0 1 0 1 3.075 4 -1.23 1 0 1 0 1 306 ' min 0 1 0 11 0 1 1.23 1 -3.075 4 0 1 0 1 307 14 m... 0 1 -.149 1 0 1 2.306 4 -.923 1 0 1 0 1 308 i. min 0 1 -.373 41 0 1 .923 1 -2.306 4 0 1 0 1 309 5 m... 0 1 -.298 11 0 1 0 1 0 11 0 1 0 1 310 i min 0 1 -.746 41 0 1 0 1 0 11 0 1 0 1 311 M33 1 m... 0 1 .746 4 0 1 0 1 1 0 1 0 1 0 1 312 min 0 1 .298 1 0 1 1 0 1 0 1 0 1 0 1 313 2 m... 0 1 .373 4 0 1 2.306 4 -.923 1 0 1 0 1 314 min 0 1 .149 1 0 1 .923 1 -2.306 4 0 1 0 1 315 3 m... 0 1 0 1 0 1 3.075 4 -1.23 1 0 1 1 0 1 316 min 0 1 0 1 1 0 1 1.23 1 -3.075 4 0 1 0 1 317 4 m... 0 1 -.149 1 0 1 2.306 4 -.923 1 0 1 0 1 318 1 min 0 1 -.373 4 0 1 .923 1 -2.306 41 0 1 0 1 319 15 m... 0 1 -.298 1 0 1 0 1 0 1 0 1 0 1 320 min 0 1 -.746 4 0 11 1 0 1 0 1 0 1 0 1 321 M33A 1 m... 0 1 1.166 4 0 1 0 1 0 1 0 1 0 1 322 min 0 1 .574 1 0 1 0 1 0 1 0 1 0 1 323 12 m... 0 11 1.107 4 0 1 7.235 4 -3.466 1 0 1 1 0 1 324 min 0 1 .515 1 0 1 3.466 1 -7.235 4 0 11 0 1 325 13 m... 0 1 -.033 1 0 1 9.105 4 -4.409 1 0 1 0 1 326 min 0 1 -.082 41 0 1 4.409 1 -9.105 4 0 1 0 1 327 4 m... 0 1 -.305 1 0 1 1 6.859 4 -3.332 1 0 1 0 1 328 min 0 1 -.624 4 0 1 3.332 1 -6.859 4 0 1 0 1 329 5 m... 0 1 1 -.616 1 0 1 0 1 0 1 0 1 0 1 330 min 0 1 -1.248 4' 0 1 0 1 0 1 0 1 0 1 331 M34 1 m... 0 1 1.068 41 0 11 0 1 0 1 0 1 1 0 Ill 332 1 min 01 .492 11 0 1 0 1 0 1 0 11 0 Ill 333 12 m••• 0 1 1.021 41 0 1 6.26 4 -2.81 1 0 1 0 1 334 min 0 1 .446 1 0 1 2.81 1 -6.26 41 0 1 0 1 335 3 m... 0 1 .325 4 0 1 8.347 4 -3.747 11 0 1 0 1 336 min 0 1 -.277 5 0 1 3.747 1 -8.347 41 0 1 0 1 337 14 m••• 0 1 -.446 1 0 1 1 6.26 4 -2.81 11 0 1 0 1 338 min 0 1 -1.021 4 0 1 2.81 1 -6.26 41 0 1 1 0 1 339 5 m... 0 1 -.492 1 0 1 0 11 0 1 0 1 0: 1 340 min 0 G 1 -1.068 14 0 1 0 1 0 1 0 1 G 1 341 M35 1 m... 0. _0 h 1.281 4 0 1 0 1 0 1 0 1 i .,1 RISA-3D Version 12.0.0-.-!%..A.Di ... \...\... \Calcs\Roof Framing - RTU 1.r3d] P�;3^ 2C B-34 Company Sept 24, 2015 1RISADesigner Job Number Checked By: Model Name RTU-1 Envelope Member Section Stresses (Continued) Member Sec Axialfksil ... v Shearfksil ... z Sh... ... v-Tonfksil ._. v-Rntfksil _- z-Tnnrksil 7-Rnt 3421 min 0 1 .525 1 0 1 0 1 0 1 0 1 0 1 343 2 m••• 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 1 344 min 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 345 3 m••• 0 1 0 1 0 1 14.747 4 -6.043 1 0 1 0 1 346 min 0 1 0 1 0 1 6.043 1-14.747 4 0 1 0 1 347 4 m... 1 0 1 -.263 1 0 1 11.06 4 -4.533 1 0 1 0 1 348 min 0 1 -.641 41 0 11 4.533 1 -11.06 4 0 11 0 1 349 5 m••• 0 1 -.525 1 0 1 0 1 0 1 0 1 0 1 350 min 0 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 351 M36A 1 m... 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 352 min 0 1 .525 1 0 1 0 1 0 1 0 1 0 1 353 2 im ... 1 0 1 .641 4 0 1 11.06 4 -4.533 1 1 0 1 0 1 354 min 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 355 3 m••• 0 11 0 11 0 11 14.747 4 -6.043 1 0 11 0 111 356 min 0 1 0 1 0 1 6.043 1-14.747 4 0 1 0 1 3571 4 m••• 0 1 -.263 1 0 1 11.06 4 -4.533 1 0 1 0 1 358 min 0 1 -.641 4 0 1 4.533 1 -11.06 4 0 1 0 1 359 5 im ... 1 0 1 -.525 1 0 1 0 1 0 1 1 0 1 0 1 360 min 0 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 361 M37 1 m••• 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 362 min 0 1 .525 11 0 1 1 0 11 0 1 0 11 0 111 363 2 m••• 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 1 364 min 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 365 3 im ... 1 0 1 0 1 0 1 14.747 4 -6.043 1 1 0 1 0 1 366 min 0 1 0 1 0 1 6.043 1-14.747 4 0 1 0 1 367 4 m••• 0 1 -.263 1 0 1 11.06 4 -4.533 1 0 1 0 1 368 min 0 1 -.641 4 1 0 1 1 4.533 1 1 -11.06 4 0 1 0 111 369 5 m••• 0 1 -.525 1 0 1 0 1 0 1 0 1 0 1 370 1 min 0 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 371 M38 1 m... 1 0 1 .676 4 0 1 0 1 0 1 0 1 0 1 372 min 0 1 .298 1 0 1 0 1 0 11 0 1 0 1 373 2 m••• 0 1 .338 4 0 1 5.838 4 -2.574 1 0 1 0 1 374 min 0 1 .149 1 1 0 1 1 2.574 1 1 -5.838 4 0 1 1 0 1 375 3 m••• 0 1 0 1 0 1 7.784 4 -3.432 1 0 1 0 1 376 min 0 1 0 1 0 1 3.432 1 -7.784 4 0 1 0 1 377 4 im ... 1 0 1 -.149 1 0 1 5.838 4 -2.574 1 1 0 1 0 1 378 min 0 1 -.338 4 0 1 2.574 1 -5.838 4 0 1 0 1 379 5 m••• 0 1 -.298 1 0 1 0 1 0 1 0 1 0 1 380 min 0 1 1 -.676 4 1 0 1 1 0 1 0 1 0 1 1 0 1 381 M39 1 m••• 0 1 .881 41 0 11 0 1 0 1 0 1 0 1 382 min 0 1 .368 1 0 1 0 1 0 1 0 1 0 1 383 2 m... 1 0 1 .263 4 0 1 5.535 4 -2.282 1 0 1 0 1 384 min 0 1 .103 1 0 1 2.282 1 -5.535 4 0 1 0 1 385 3 m••• 0 1 -.161 1 0 1 5.082 4 -2.002 1 0 1 0 1 386 min 0 1 1 -.356 4 0 1 2.002 1 -5.082 4 0 1 0 11 387 4 m••• 0 1 -.426 1 1 0 11 1 -.838 1 1 1.359 4 0 1 0 1 388 min 0 1 -.975 4 0 1 -1.359 4 .838 1 0 1 0 1 389 5 im ... 1 0 1 .359 4 0 1 .001 4 0 1 0 1 0 1 390 min 0 1 .185 1 0 1 0 1 -.001 4 0 1 0 1 391 M40A 1 m••• 0 1 .577 4 0 1 0 1 0 1 0 1 0 1 392 min 0 1 1 .252 1 0 1 0 1 0 1 0 1 1 0 1 393 2 m••• 0 1 .147 4 1 0 1 1 3.506 4 1 -1.504 1 1 0 1 0 1 394 min 0 1 .058 1 0 11 1.504 1 -3.506 4 0 1 0 1 395 1 3 im ... 1 0 1 -.135 1 0 1 2.852 4 -1.132 1 0 1 0 1 396 min 0 1 -.282 4 0 1 1.132 1 -2.852 4- 0 1 0 1 397 4 m••• 1 -.329 1 0 1 -1.115 1 1.962 4 0 1 0 1 398 min _0 0 111 -.712 4 •0 1 -1.962 4 1.115 1 0 1 0-LE RISA-3D Version 1." _0.0' i [\...\...\...\...\...\Calcs\Roof Framing - RTU 1.r3d] ;;; ; P Page 21 B-35 Company Sept 24, 2015 10RISA Designer Job Number Checked By: r E c N e 01. o c l e s Model Name RTU-1 Envelope Member Section Stresses (Continued) Momhor Roc Avinineen v Rhoarrkcil -7 Rh v_Tnnrlrcil v_RnNkcil -7_Tnnrlecil 7_Rnt -■® O=U�OmO�O MHO® O®ooOaOOO OOO �■■■® � O�OO®oO�sO � OOO EMS©® HMO - �■® O�O�■O�®moo OOO Mom©® O�ODO , .. OHO HMO EM�o® OOO ■■■® O■�oOO .. - O��o OOO • �Mm O�OOOOOOO OOO c��■® � O�oOO�■O■�O � ■OOO ��O® O oOOOOOO 000 ��■® O�DODODOO HMO ��©® O . • 000 o�O 000 t Cl�■® 0■�®�■0�■0�0 0■ HMO ��■® � O■��ooO � .. O®o � 000 ��©® O OOOOOoo 000 cam■■■® � O�ooO000■O■■��■■■®oO ��■® � O�OOO�OaO � ®oO EMS©® O 000 ��■® � O■��OOO■�■O ..: o � OOO EM�O® O�OOO®o O 000 Em ■== 0�ommn �O®o OHO EM�O® HMO ■®■4O :. DOO�O O HMO EM�O® O OOOOOoo��OOO c��■® � o■�■o�■o■■�■■o■■■o � 000 ��O® O • : • DODODOO HMO EM■ M® Oc�■■®�n■OOO■■O■�m■OOO ��©®■�O®000 - o�O � 000 ®■® � O®Or■O�O - o � 000 EM�O® O OOO�o - O 000 ��■®■s■O�oOO � �- Oro � OOO EM�O® O�OOO�o .. O 000 ffm■■== o :. oo® .. o■moo r■emu ��©®�■O�OOOOOoo � 000 -■® O®DOO �' DOD HMOj ��O® � O • - . oOOOOOO � OOO� ��■® O • • OOOaOo�O OOO OHO ODO, rm■■■® O®OOO O .. [1 OOO M�Mm O®OOO 0 . • O 000 [L��■®�■O�DOO 0 0 HMO Min® O�OOO®o�O OOO c�:�■■■® � O�■oOO�■O®o � OOO ... �Mn O�OOOOOoo 000 c�■�■® � O�oOOo�o■�O■ � 000. M - . O® O�o�■OOOOO OOO ram■■■® O■�iOOO�■Oo�O■ OOO. 000 emc■■■■ O :: OO��O 11 I OOO O�DOO�O • . O HMO RISA-3D Versicio 12,0.0 [\...\...\...\...\...\CaIGs\Roof Framing - RTU 1.r3d] B-36 Page 22 �.' 4% Company IIRISA Designer Job Number TECHNOLOGIES Model Name RTU-1 Envelope Member Section Stresses (Continued) Sept 24, 2015 Checked By: Member Sec Axial[ksil ... v Shearfksil ... z Sh... ... v-Tonfksil ... v-Botfksil ... z-Tonrksil ... z-Bot 4561 min 0 1 -.014 1 0 11 5.967 1 -10.32 4 0 1 0 1 457 4 m••• 0 1 -.317 1 0 11 7.766 4 -4.503 1 0 1 0 1 458 min 0 1 -.506 4 0 1 4.503 1 -7.766 41 0 1 0 1 459 5 m••• 0 1 -.466 1 0 1 0 1 0 1 0 1 0 1 460 min 0 1 -.844 4 0 1 0 1 0 1 0 1 0 1 461 M47 1 Im ... 1 0 1 .763 4 1 0 1 0 11 0 1 0 1 1 0 1 462 min 0 1 .385 1 0 1 0 1 0 Ill 0 1 0 1 463 2 m••• 0 1 .425 4 0 11 6.837 4 -3.573 1 0 1 0 1 464 min 0 1 .236 1 0 1 3.573 1 -6.837 4 0 1 0 1 465 3 m••• 0 1 -.009 1 0 1 9.369 4 -5.017 1 0 1 0 1 466 min 0 1 -.009 4 0 1 5.017 1 -9.369 4 0 1 0 1 467 4 Im ... 1 0 1 -.254 11 0 1 7.044 4 1 -3.78 1 0 11 0 1 468 min 0 1 -.443 4 0 1 3.78 1 -7.044 4 0 1 0 1 469 5 m••• 0 1 -.403 1 0 1 0 1 0 1 0 1 0 Ill 470 min 0 1 -.781 4 1 0 1 0 1 0 1 0 1 0 1 471 M48 1 m••• 0 1 0 1 -.274 4 1 0 1 0 1 0 1 0 1 472 min 0 1` 0 1 -.274 1 0 1 0 11 0 1 0 1 473 2 im ... 1 0 1 0 1 -.137 5 .774 4 -.774 1 -1.597 4 1.755 1 474 min 0 1 0 1 -.137 1 .774 1 -.774 4 -1.597 1 1.755 4 475 3 m••• 0 1 0 1 0 1 1.031 4 -1.031 1 -2.129 4 2.341 1 476 min 0 1 0 ili 0 1 1.031 1 -1.031 4 -2.129 1 2.3414 477 4 m••• 0 1 0 1 .137 5 .774 4 -.774 1 -1.597 411.755 1 478 min 0 1 0 1 .137 1 .774 1 -.774 4 -1.597 111.755 4 479 5 Im ... 1 0 11 0 1 .274 11 0 1 0 ll 0 1 0 1 480 min 0 1 0 Il 1.274 11 0 11 0 1 0 1 0 1 481 M49A 1 m••• 0 1 0 1 -.328 1 0 1 0 11 0 1 0 1 482 min 0 1 0 1 -.328 1 0 1 0 1 0 1 0 1 483 2 m••• 0 1 0 1 -.164 1 1.114 1 -1.114 1 -2.3 1 2.528111 484 min 0 1 0 1 -.164 1 1.114 1 -1.114 1 -2.3 1 2.528 1 485 13 m... 1 0 1 0 1 0 1 1.485 1 -1.485 1 -3.066 1 3.37 1 486 min 0 11 0 11 0 li 1.485 1 -1.485 1 -3.066 1 3.37 1 487 4 m••• 0 1 0 1 .164 1 1.114 1 -1.114 4 -2.3 1 2.528 4 488 min 0 1 0 1 .164 1 1.114 4 -1.114 1 -2.3 4 2.528 1 489 5 m••• 0 1 0 1 .328 1 0 1 0 1 0 1 0 1 490 imin, 0 1 0 1 .328 1 0 1 0 1 0 1 0 1 491 M50A 1 m••• 0 1 0 1 -.109 1 0 1 0 1 0 1 0 1 492 min 0 11 0 1 -.109 41 0 1 1 0 1 1 0 1 0 1 493 2 m••• 0 1 0 1 -.055 1 .124 4 -.124 1 -.256 1 .281 4 494 min 0 1 0 1 -.055 4 .124 1 -.124 4 -.256 4 .281 1 495 3 m••• 0 1 0 1 0 1 .165 4 -.165 1 -.341 1 .374 14 496 min 0 1 0 1 0 1 .165 1 -.165 4 -.341 4 .374 1 497 4 m••• 0 1 0 1 .055 1 .124 4 -.124 1 -.256 1 .281 4 498 min 0 1 0 1 .055 4 1 .124 1 1 -.124 4 -.256 4 .281 1 499 5 m••• 0 1 0 1 .109 1 0 1 0 1 0 1 0 1 500 min 0 1 0 1 .109 4 0 1 0 1 0 1 0 1 501 M51 1 m••• 0 1 0 1 -.274 1 0 1 0 1 0 11 0 1 502 mini 0 1 0 1 -.274 1 0 1 0 Ill 0 1 0 1 503 2 m••• 0 1 0 1 -.137 1 .774 4 -.774 1 -1.597 4 1.755 1 504 min 0 1 1 0 1 1,137 4 1 .774 1 -.774 4 -1.597 1 1.755 4 505 1 3 m••• 0 1 0 1 0 11 1.031 4 -1.031 1 -2.129 4 2.341 1 506 min 0 1 0 1 0 1 1.031 1 1 -1.031 4 -2.129 1 2.341 4 507 4 m••• 0 1 0 1 .137 1 .774 4 -.774 1 -1.597 4 1.755 1 508 1 minj 0 1 0 1 .137 1 .774 1 -.774 4 -1.597 1 1.755 4 509 5 m••• 0 1 0 1 .274 1 0 1 0 1 0 1 0 1 510 min 0 1 0 1 .274 1 0 1 0 1 1 0 1 0 1 511 M52 1 m••• 0 Ill 0 Ill-.328 1 0 1 0 1 0 1 0 1 512 _ min 0 ill 0 1 -.328 4 0 1 0 1�^ .0 1 0 1 RISA-; ,:j 'v4. sion 12.0.0 [\...\...\...\...\...\Calcs\Roof Framing - RTU 1.r3d] . Page 23 B-37 aJ Company 1ROSA Designer Job Number T E C H N 0 l 0 O f E S Model Name RTU-1 Envelope Member Section Stresses (Continued) Sept 24, 2015 Checked By: Member Sec Axialrksil _. v Shearrksil _ z Sh_ _ v-Tnnrksil v-Rnt[ksil 7-Tnnrkcil 7-Rnt 513 2 m••• 0 11 0 1 -.164 1 1.114 1 -1.114 1 -2.3 1 2.528141 514 min 0 1 0 1 -.164 1 1.114 1 -1.114 1 -2.3 4 2.528 1 515 3 m••• 0 1 0 1 0 1 1.485 1 -1.485 1 -3.066 1 3.37 4 516 min 0 1 0 1 0 1 1.485 1 -1.485 1 -3.066 4 3.37 1 517 4 m••• 0 1 0 1 .164 1 1.114 1 -1.114 4 -2.3 1 2.528 4 518 minj 0 1 0 1 .164 4 1 1.114 4 1 -1.114 1 1 -2.3 4 2.528 1 519 5 m••• 0 11 0 1 .328 1 0 1 0 1 0 11 0 1 520 min 0 1 0 11.328 1 0 1 0 1 0 1 0 1 521 M53 1 m••• 0 1 0 1 -.109 1 0 1 0 1 0 1 0 1 522 1 min 0 1 0 1 -.109 4 0 1 0 1 0 1 0 1 523 12 m••• 0 1 0 1 -.055 1 .124 4 1 -.124 1 -.256 1 .281 4 524 1 Imin 0 1 0 1 -.055 4 .124 1 -.124 4 -.256 4 .281 1 525 3 m••• 0 1 0 1 0 1 .165 4 -.165 1 -.341 1 .374 4 526 min 0 1 0 1 0 1 .165 1 -.165 4 -.341 4 .374 1 527 4 m... 0 1 1 0 11.055 1 .124 4 -.124 1 -.256 11. 4 528 min 0 1 0 1 .055 4 .124 1 -.124 4 -.256 4 .281 1 529 5 m••• 0 1 0 109 1 0 1 0 1 0 1 0 1 530 min 0 1 0 4,109 4 1 0 Ill 0 Ill 0 1 0 1 Version 12.0.0 [\...\...\...\...\...\Calcs\Roof Framing - RTU 1.r3d] Page 24 B-38 Company Sept 24, 2015 111RISAJob Designer Number Checked By: Model Name RTU-1 Envelope Member Section Deflections \I--- C-- -. !:.-, . n . I:.-, 1 - _ f:_l . - . f_ 1 n /_, 1 I.. - . n /_, . I_ --I:_ . n 1 I M1 1 Imax 0 1 -.223 1 0 1-2.357e-3 1 NC 1 NC 1 2 min 0 1 -.518 4 0 1-5.475e-3 4 NC 1 NC 1 3 2 max' 0 1 -.514 1 0 1-2.589e-3 1 1068.61 1 NC 1 4 min 0 1 -1.229 4 0 1-6.043e-3 4 437.928 4 NC 1 5 3 max 0 1 -.645 1 0 1 -2.821 a-3 1 761.385 1 NC 1 6 min 0 1 -1.547 4 0 1-6.611e-3 4 312.023 4 NC 1 7 4 Imax 0 1 -.558 1 0 1-3.053e-3 1 1068.61 1 NC 1 8 min 0 1 -1.335 4 0 1-7.18e-3 4 437.928 4 NC 1 9 5 max 0 1 -.31 1 0 1-3.285e-3 1 1 NC 1 NC 1 10 min 0 1 -.731 4 0 1-7.748e-3 4 NC 1 NC 1 11 M2 1 max 0 1 -.313 1 0 1 0 1 NC 1 NC 1 12 min 0 1 1 -.728 1 4 0 1 1 0 1 NC 1 NC 1 13 2 Imax 0 1 -.613 1 0 1 0 1 1068.61 1 NC 1 14 min 0 1 -1.46 4 0 1 0 1 437.928 4 NC 1 15 3 max 0 1 -.753 1 0 1 0 1 761.385 1 NC 1 16 min 0 1 -1.801 i 4 0 1 0 1 1312.023 4 NC 1 17 4 max 0 1 -.675 1 0 1 0 1 1068.61 1 NC 1 18 min 0 1 -1.61 4 0 1 0 1 437.928 4 NC 1 19 5 max 0 1 -.436 1 0 1 1 0 1 NC 1 NC 1 20 min 0 1 -1.027 4 0 1 0 1 NC 1 NC 1 21 M3 1 max 0 1 0 1 0 1 0 1 NC 1 1 NC 1 22 min 0 1 1 0 1 1 0 1 0 1 NC 1 NC 1 23 2 max 0 1 0 1 0 1 0 1 NC 1 NC 1 24 1 min 0 1 0 1 0 1 0 1 1 NC 1 NC 1 25 3 max 0 1 -.022 1 0 1 1 0 1 NC 1 NC 1 26 min 0 1 -.048 4 0 1 0 1 7979.277 4 NC 1 27 4 max 0 1 -.032 1 0 1 0 1 NC 1 NC 1 28 min 0 1 1 -.069 1 4 0 1 0 1 5585.494 4 NC 1 29 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 30 1 min 0 1 0 1 0 1 1 0 1 1 NC 1 NC 1 31 M4 1 max 0 1 -.273 1 0 1 6.113e-3 4 NC 1 NC 1 32 1 min 0 1 -.573 4 0 1 2.934e-3 1 NC 1 NC 1 33 2 max 0 1 -.573 1 0 1 6.796e-3 4 1068.61 1 NC 1 34 min 0 1 -1.293 1 4 0 1 3.273e-3 1 437.928 4 NC 1 35 3 max 0 1 -.713 1 0 1 7.479e-3 4 761.385 1 NC 1 36 1 min 0 1 -1.622 4 0 1 3.612e-3 1 312.023 4 NC 1 37 4 max 0 1 -.635 1 0 1 8.162e-3 4 1 1068.61 1 1 NC 1 38 min 0 1 -1.42 4 0 1 3.95e-3 1 437.928 4 NC 1 39 5 max 0 1 -.397 1 0 1 1 8.845e-3 4 NC 1 NC 1 40 min 0 1 -.825 1 4 0 1 4.289e-3 1 NC 1 NC 1 41 M5 1 max 0 1 -.39 1 0 1 1.328e-4 4 NC 1 NC 1 42 1 min 0 1 -.813 4 0 1 1.025e-4 1 NC 1 NC 1 43 2 max 0 1 -.656 1 0 1 1.55e-4 4 1304.6651 1 NC 1 44 min 0 1 -1.385 4 0 1 1.209e-4 1 597.789 4 NC 1 45 3 max 0 1 -.791 1 0 1 1.772e-4 4 925.034 1 NC 1 46 min 0 1 -1.671 4 0 1 1.393e-4 1 424.74 4 NC 1 47 4 max 0 1 -.747 1 0 1 1.994e-4 4 1296.726 1 NC 1 48 1 min 0 1 -1.567 4 0 1 1 1.578e-4 1 595.684 4 NC 1 49 5 max 0 1 -.569 1 0 1 2.216e-4 4 1 NC 1 NC 1 50 min 0 1 1 -1.174 1 4 0 1 1.762e-4 1 NC 1 NC 1 51 M6 1 max 0 1 -.282 1 0 1-2.931e-3 1 NC 1 NC 1 52 min 0 1 -.584 4 0 1-6.105e-3 4 NC 1 NC 1 53 2 max 0 1 -.658 1 0 1-3.27e-3 1 839.883 1 NC 1 54 1 1 min 0 1 -1.253 4 1 0 1-6.788e-3 4 476.869 1 4 1 NC 1 1 7.55 3 max 0 1 -.836 1 0 1 1-3.608e-31 1 589.715 1 1 1 NC 1 f56 min 0 1 L -1.569 4 0 1 -l-. ----e-31 4 1336.802 1, 4 1 NC 1 i,RISA-3D Version 12.0.0 [\...\...\...\...\...\Calcs\Roof Framing;- RTU 1.1-36' ;. Page-25 B-39 Company IRISA Designer Job Number i E c H N o t o 6 1 E s Model Name RTU-1 Envelope Member Section Deflections (Continued) Sept 24, 2015 Checked By:. Member Sec x finl LC v fin'! LC z finl LC x Rntnte fr__ LC (n) L/v Ratin I (n) 1 h RAtin I C 57 4 Imax 0 1 -.729 1 0 1-3.947e-3 1 824.829 1 NC 1 58 I min 0 1 -1.389 4 0 1-8.152e-3 4 471.708 4 NC 1 59 5 max 0 1 -.412 1 0 1-4.285e-3 1 NC 1 NC 1 60 min 0 1 -.844 4 0 1-8.835e-3 4 NC 1 NC 1 61 M7 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 62 min 0 1 0 1 0 1 0 1 NC 1 NC 1 63 2 max 0 1 1 0 1 0 1 1 0 1 1 NC 1 1 NC 1 64 min 0 1 0 1 0 1 0 1 NC 1 NC 1 65 3 Imax 0 1 -.05 1 0 1 0 1 7607.804 1 NC 1 66 min 0 1 -.11 4 0 1 0 1 3503.832 4 NC 1 67 4 max 0 1 -.069 1 0 1 0 1 5557.351 1 NC 1 68 min 0 1 -.15 4 0 1 0 1 2561.099 4 NC 1 69 5 max 0 1 0 1 0 1 0 1 1 NC 1 NC 1 70 min 0 1 1 0 1 1 0 1 0 1 NC 1 NC 1 71 M12 1 I max 0 1 0 1 0 1 0 1 NC 1 NC 1 72 min 0 1 0 1 0 1 0 1 NC 1 NC 1 73 2 max 0 1 0 1 0 1 0 1 NC 1 NC 1 74 min 0 1 0 1 0 1 0 1 NC 1 NC 1 75 1 3 max 0 1 -.015 1 0 1 0 1 NC 1 NC 1 76 min 0 1 -.028 4 0 1 0 1 NC 1 NC 1 77 4 max 0 1 1 -.021 1 0 1 0 1 NC 1 NC 1 78 min 0 1 -.039 4 0 1 0 1 9770.618 4 NC 1 79 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 80 min 0 1 0 1 0 1 0 1 NC 1 NC 1 81 M13 1 max 0 1 -.223 1 0 1 5.475e-3 4 NC 1 NC 1 82 min 0 1 -.518 4 0 1 2.357e-3 1 NC 1 1 NC 1 83 2 max 0 1 -.514 1 0 1 6.043e-3 4 1068.61 1 NC 1 84 1 min 0 1 1 -1.229 1 4 0 1 1 2.589e-3 1 437.928 4 NC 1 85 3 max 0 1 -.645 1 0 1 6.611e-3 4 761.385 1 NC 1 86 min 0 1 -1.547 4 0 1 2.821e-3 1 312.023 4 NC 1 87 4 max 0 1 -.558 1 0 1 7.18e-3 4 1 1068.61 1 NC 1 88 min 0 1 -1.335 4 0 1 3.053e-3 1 437.928 4 NC 1 89 5 max 0 1 -.31 1 0 1 7.748e-3 4 NC 1 NC 1 90 min 0 1 -.731 4 0 1 3.285e-3 1 NC 1 NC 1 91 M26 1 I max 0 1 0 1 1 0 1 1 0 1 NC 1 NC 1 92 min 0 1 0 1 0 1 0 1 NC 1 NC 1 93 2 max 0 1 -.273 1 0 1 0 1 1055.437 1 NC 1 94 min 0 1 -.573 4 0 1 0 1 502.936 4 1 NC 1 95 3 max 0 1 -.39 1 0 1 0 1 737.742 1 NC 1 96 min 0 1 -.813 4 0 1 0 1 354.128 4 NC 1 97 4 1 max 0 1 -.282 1 0 1 1 0 1 1020.997 1 NC 1 98 min 0 1 -.584 4 0 1 0 1 493.398 4 NC 1 99 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 100 min 0 1 1 0 1 0 1 0 1 NC 1 NC 1 101 M28 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 102 min 0 1 0 1 0 1 0 1 NC 1 NC 1 103 2 max 0 1 -.397 1 0 1 1 0 1 726.062 1 NC 1 104 min 0 1 -.825 4 0 1 0 1 348.973 4 NC 1 105 3 max 0 1 -.569 1 0 1 0 1 506.061 1 NC 1 106 min 0 1 1 -1.174 4 0 1 0 1 245.4 4 NC 1 107 4 max 0 1 -.412 1 0 1 0 1 698.274 1 NC 1 108 min 0 1 -.844 4 0 1 0 1 341.297 4 NC 1 109 5 max 0 1 0 1 0 1 1 0 1 NC 1 NC 1 110 Imiril 0 1 0 1 0 1 0 1 NC 1 NC 1 111 M30 , 1 max 0 1 0 1 0 1: 0 1 NC 1 NC 1 1121 min 0 1 1 1 0 1. 0 11 0 1 NC 1 NC 1 1131 J 2 maxI 0 1 1 1 -.31 1 0 i 1 0 1 928.992. 1 NC 1 RISA-3D Version 12.0.0[\...\...\...\..:\...\Calcs\Roof.Framing - RTD 1 B-40 .261 \C Page 26 Company Sept 24, 2015 IRISA Designer Job Number Checked By: TECHNOLOGIES Model Name RTU-1 Envelone Member Section Deflections (Continued) Member Sec x fin'! LC v fin'! LC z fin'! LC x Rotate fr... LC (n) L/v Ratio LC (n) L/z Ratio LC 114 min 0 1 -.731 4 0 1 0 1 1393.908 4 1 NC 1 115 3 max 0 1 -.436 1 0 1 0 1 661.188 1 NC 1 116 min 0 1 -1.027 4 0 1 0 1 280.332 4 NC 1 117 4 max 0 1 -.31 1 0 1 0 1 928.992 1 NC 1 118 min 0 1 -.731 4 0 1 0 1 393.908 4 NC 1 119 5 max 0 1 0 1 0 1 1 0 1 NC 1 NC 1 120 min 0 1 0 1 0 1 0 1 1 NC 1 1 NC 1 121 M31 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 122 min 0 1 1 0 1 0 1 0 1 NC 1 NC 1 123 2 max 0 1 -.223 1 0 1 0 1 1291.372 1 NC 1 124 min 0 1 -.518 4 0 1 0 1 556.204 4 NC 1 125 3 max 0 1 -.313 1 0 1 0 1 918.827 1 NC 1 126 1 min 1 0 1 -.728 4 0 1 1 0 1 1395.682 4 1 NC 1 127 4 max 0 1 -.223 1 0 1 0 1 1291.372 1 NC 1 128 min 0 1 -.518 4 0 1 0 1 556.204 4 NC 1 129 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 130 min 0 1 0 1 1 0 1 0 1 NC 1 NC 1 131 1 M36 1 max 0 1 0 1 0 1 1 0 1 1 NC 1 NC 1 132 min 0 1 0 1 0 1 0 1 NC 1 NC 1 133 2 max 0 1 -.174 1 0 1 0 1 1656.519 1 NC 1 134 min 1 0 1 -.395 4 0 1 0 1 729.209 4 NC 1 1 135 3 max 0 1 -.244 1 0 1 0 1 1178.727 1 NC 1 136 min 0 1 -.555 4 0 1 0 1 518.776 4 NC 1 137 4 max 0 1 -.174 1 1 0 1 1 0 1 11656.519 1 NC 1 138 min 0 1 -.395 4 0 1 0 1 729.209 4 NC 1 139 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 140 min 0 1 0 1 1 0 1 0 1 NC 1 NC 1 141 M40 1 max 1 0 1 0 1 0 1 0 1 NC 1 1 NC 1 142 min 0 1 0 1 0 1 0 1 NC 1 NC 1 143 2 max 0 1 -.226 1 0 1 0 1 1272.084 1 NC 1 144 min 0 1 -.525 4 0 1 0 1 1548.433 4 NC 1 145 3 max 0 1 -.318 1 0 1 0 1 905.345 1 NC 1 146 min 0 1 -.738 4 0 1 0 1 390.261 4 NC 1 147 4 max 0 1 -.226 1 0 1 0 1 1272.084 1 1 NC 1 148 min 0 1 -.525 4 0 1 0 1 548.433 4 NC 1 149 5 max 0 1 1 0 1 0 1 0 1 NC 1 NC 1 150 min 0 1 0 1 0 1 0 1 1 NC 1 NC 1 151 M44 1 max 0 1 0 1 0 1 1 0 1 NC 1 NC 1 152 min 0 1 0 1 0 1 0 1 NC 1 NC 1 153 2 max 0 1 -.327 1 0 1 0 1 879.744 1 NC 1 154 min 0 1 -.77 4 0 1 0 1 374.252 4 1 NC 1 155 3 max 0 1 1 -.46 1 0 1 0 1 625.892 1 NC 1 156 1 min 0 1 -1.082 4 0 1 0 1 1 266.231 4 NC 1 157 4 max 0 1 -.327 1 0 1 1 0 1 879.744 1 NC 1 158 min' 0 1 -.77 4 0 1 0 1 374.252 4 NC 1 159 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 160 min 0 1 0 1 0 1 0 1 NC 1 NC 1 161 M49 1 max 0 1 1 0 1 0 1 0 1 NC 1 NC 1 162 1 min 0 1 0 1 0 1 0 1 1 NC 1 NC 1 163 2 max 0 1 -.048 1 0 1 0 1 6043.973 1 NC 1 164 min 0 1 -.095 4 0 1 0 1 3043.338 4 NC 1 165 3 max 0 1 -.067 1 0 1 0 1 4313.417 1 NC 1 166 min 0 1 -.133 4 0 1 0 1 2171.947 4 NC 1 167 4 max 0 1 1 -.048 1 0 1 0 1 6043.973 1 NC 1 168 1 1 min 0 1 -.095 4 0 1 1 1 0 13043.338 4 NC 1 11691 5 1 max 0 1 1 0 1 0 1 1 1 0 1 1 NC 1 NC 1 1.170.1 1 min 0 1 1 0 1 � 1 0 1 NC 1 NC IL RISA-3D Version 12.0.0 [\...\...\...\...\...\Calcs\Roof Framin(; - 4 :.'J 1.r3d] Page 27 3 B-4- Company Sept 24, 2015 111RISAA. Designer Job Number Checked By: TEC e n o iocrEs Model Name RTU-1 Envelope Member Section Deflections (Continued) MAmh,-r Gac x rinl I r. v finl 1 r. 7 rinl I r v Rntatc rr I C W 1 /v R.Hn I r` fn1 I /o R.tin 1 r` 171 M50 1 Imax 0 1 1 0 1 0 1 0 1 NC 1 NC 1 172 min 0 1 0 1 0 1 0 1 NC 1 NC 1 173 2 max 0 1 -.048 1 0 1 0 1 6043.973 1 NC 1 174 min 0 1 -.095 4 0 1 0 1 3043.338 4 NC 1 175 3 max 0 1 -.067 1 0 1 0 1 4313.417 1 NC 1 176 min 0 1 -.133 4 0 1 0 1 2171.947 4 NC 1 177 4 imaxi 0 1 -.048 1 0 1 0 1 16043.973 1 NC 1 178 min 0 1 -.095 4 0 1 0 1 3043.338 4 NC 1 179 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 180 min 0 1 0 1 0 1 0 1 NC 1 NC 1 181 M19 1 max 0 1 -.327 1 0 1 8.137e-3 4 NC 1 NC 1 182 min 0 1 -.77 4 0 1 13.461 a-3 1 NC 1 NC 1 183 2 imaxi 0 1 -.572 1 0 1 7.484e-3 4 1068.61 1 1 NC 1 184 min 1 0 1 -1.366 4 0 1 3.191 e-3 1 437.928 4 NC 1 185 3 max 0 1 1 -.655 1 0 1 6.83e-3 4 761.385 1 NC 1 186 min 0 1 1 -1.57 4 1 0 1 2.92e-3 1 312.023 4 NC 1 187 4 max 0 1 -.521 1 0 1 6.176e-3 4 1068.61 1 NC 1 188 min 0 1 -1.244 4 0 1 1 2.65e-3 1 1437.928 4 NC 1 189 5 imax 0 1 -.226 1 0 1 5.522e-3 4 NC 1 NC 1 190 min 0 1 -.525 4 0 1 2.38e-3 1 NC 1 NC 1 191 M20 1 max 0 1 1 -.226 1 0 1 5.522e-3 4 NC 1 NC 1 192 min 0 1 -.525 4 0 1 2.38e-3 1 NC 1 NC 1 193 2 max 0 1 -.483 1 0 1 5.185e-3 4 1068.61 1 NC 1 194 min 0 1 -1.15 4 0 1 2.244e-3 1 1 437.928 4 NC 1 195 3 max 0 1 -.578 1 0 1 1 4.849e-3 4 761.385 1 NC 1 196 min 0 1 -1.383 4 0 1 2.108e-3 1 312.023 4 NC 1 197 4 max 0 1 -.457 1 0 1 4.512e-3 4 1068.61 1 NC 1 198 min 0 1 -1.085 4 0 1 1.973e-3 1 437.928 4 NC 1 199 5 max 0 1 -.174 1 0 1 4.176e-3 4 NC 1 NC 1 200 min 0 1 -.395 4 0 1 1.837e-3 1 NC 1 NC 1 201 M21 1 max 0 1 -.46 1 0 1 0 1 1 INC 1 NC 1 202 min 0 1 -1.082 4 0 1 0 1 NC 1 NC 1 203 2 max 0 1 -.694 1 0 1 0 1 1068.61 1 1 NC 1 204 min 0 1 -1.653 4 0 1 0 1 437.928 4 NC 1 205 3 max 0 1 -.767 1 0 1 0 1 761.385 1 NC 1 206 min 0 1 -1.833 4 0 1 0 1 312.023 4 NC 1 207 4 max 0 1 -.623 1 0 1 0 1 1068.61 1 NC 1 208 min 0 1 -1.482 4 0 1 0 1 437.928 4 NC 1 209 5 max 1 0 1 -.318 1 0 1 0 1 NC 1 NC 1 210 min 0 1 -.738 4 0 1 0 1 NC 1 NC 1 211 M22 1 max 0 1 -.318 1 0 1 0 1 NC 1 NC 1 212 min 0 1 -.738 4 0 1 0 1 NC 1 NC 1 213 2 max 0 1 -.569 1 0 1 0 1 1068.61 1 NC 1 214 min 0 1 -1.35 4 0 1 0 1 437.928 4 NC 1 215 3 max 0 1 -.659 1 0 1 1 0 1 761.385 1 NC 1 216 min 0 1 -1.57 4 0 1 0 1 312.023 4 NC 1 217 4 max 0 1 -.532 1 0 1 0 1 1068.61 1 NC 1 218 min 0 1 -1.258 4 0 1 0 1 437.928 4 NC 1 219 5 max 0 1 -.244 1 0 1 0 1 NC 1 NC 1 220 min 0 1 -.555 1 4 0 1 1 0 1 1 NC 1 NC 1 221 M23 1 max 0 1 -.327 1 0 1 -3.461 e-3 1 NC 1 NC 1 222 min 0 1 1 -.77 4 0 1-8.137e-3 4 NC 1 NC 1 223 2 max 0 1 -.572 1 0 1 -3.191 a-3 1 1068.61 1 NC 1 224 min 0 1 -1.366 4 0. 1-7.484e-3 4 437.928 4 NC 1 225 3 max 0 1 -.655 1 0 1-2.92e-3 1 761.385 1 NC 1 2261 1 min 1 0 1 -1.57 4 0 1-6.83e-3 4 312.023 4 NC 1 2271 1 4 ImaxI 0 1 -.521 1: z" 0 1-2.65e-3 1 1 1 1068.61 1 1 1 NC 1 1 RISA-3D Version 12.0.0 [\...\...\...\...\...\Calcs\Roof Frar-, jog .RTU 1.r3d] Page 28 Q-42 Company IRISA Designer Job Number r e c e r o L o o i e s Model Name RTU-1 Envelope Member Section Deflections (Continued) Sept 24, 2015 Checked By: Member Sec x [inl LC v fin'lLC z in LC x Rotate Fr... LC n L/v Ratio LC n L/z Ratio LC 228 1 min 0 1 -1.244 4 0 1-6.176e-3 4 1437.928 4 1 NC 1 229 5 1 max 0 1 -.226 1 0 1-2.38e-3 1 NC 1 NC 1 230 min 0 1 -.525 4 0 1-5.522e-3 4 NC 1 NC 1 231 M24 1 max 0 1 -.226 1 0 1-2.38e-3 1 NC 1 NC 1 232 min 0 1 -.525 4 0 1-5.522e-3 4 NC 1 NC 1 233 2 max 0 1 -.483 1 0 1-2.244e-3 1 1068.61 1 NC 1 234 min 0 1 -1.15 4 0 1 1-5.185e-3 4 1437.928 4 1 NC 1 235 3 max 0 1 -.578 1 0 1-2.108e-3 1 761.385 1 NC 1 236 min 0 1 -1.383 4 0 1-4.849e-3 4 312.023 4 NC 1 237 4 1 max 0 1 -.457 1 0 1-1.973e-3 1 1068.61 1 NC 1 238 min 0 1 -1.085 4 0 1-4.512e-3 4 437.928 4 NC 1 239 5 max 0 1 -.174 1 0 1-1.837e-3 1 NC 1 NC 1 240 min 0 1 -.395 1 4 0 1-4.176e-3 4 1 NC 1 NC 1 241 M26A 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 242 min 0 1 0 1 0 1 0 1 NC 1 NC 1 243 2 max 0 1 -.047 1 0 1 0 1 6109.522 1 NC 1 244 min 0 1 -.09 4 0 1 0 1 3188.099 4 NC 1 245 3 1 max 0 1 -.066 1 0 1 0 1 4353.175 1 NC 1 246 min 0 1 -.127 4 0 1 0 1 12270.207 4 NC 1 247 4 max 0 1 -.047 1 0 1 0 1 6109.529 1 NC 1 248 min 1 0 1 -.09 4 0 1 0 1 3188.101 4 1 NC 1 249 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 250 min 0 1 0 1 0 1 0 1 NC 1 NC 1 251 M27 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 252 min 0 1 0 1 0 1 0 1 1 NC 1 NC 1 253 2 max 0 1 -.047 1 0 1 0 1 6109.684 1 NC 1 2541 1 min 0 1 1 -.09 4 0 1 0 1 3188.148 4 NC 1 255 3 max 0 1 -.066 1 0 1 0 1 4353.296 1 NC 1 256 min 0 1 -.127 1 4 0 1 0 1 2270.244 4 NC 1 257 4 max 0 1 -.047 1 0 1 1 0 1 6109.684 1 NC 1 258 min 0 1 -.09 4 0 1 0 1 3188.148 4 NC 1 259 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 260 1 min 0 1 1 0 1 0 1 0 1 NC 1 NC 1 261 M28A 1 max 0 1 -.047 1 0 1 9.458e-4 4 NC 1 NC 1 262 min 0 1 -.09 4 0 1 4.928e-4 1 NC 1 NC 1 263 2 max 0 1 -.1 1 1 0 1 1 2.078e-3 4 NC 1 NC 1 264 min 0 1 -.22 4 0 1 9.588e-4 1 4177.507 4 NC 1 265 3 max 0 1 -.148 1 0 1 3.21e-3 4 7437.961 1 NC 1 266 1 min 0 1 1 -.336 4 0 1 1.425e-3 1 2976.473 4 1 NC 1 267 4 max 0 1 -.188 1 0 1 4.343e-3 4 1 NC 1 NC 1 268 min 0 1 -.434 4 0 1 1.891e-3 1 4177.507 4 NC 1 269 5 max 0 1 -.223 1 1 0 1 5.475e-3 4 NC 1 NC 1 270 min 0 1 -.518 4 0 1 1 2.357e-3 1 NC 1 NC 1 271 M29 1 Imax 0 1 -.066 1 0 1 0 1 NC 1 NC 1 272 min 0 1 -.127 4 0 1 0 1 NC 1 NC 1 273 2 max 0 1 -.137 1 0 1 0 1 1 NC 1 NC 1 274 min 0 1 -.3 4 0 1 0 1 4177.507 4 NC 1 275 3 max 0 1 -.203 1 0 1 0 1 7437.961 1 NC 1 276 min 0 1 -.46 4 0 1 0 1 2976.473 4 NC 1 277 4 max 0 1 1 -.261 1 0 1 1 0 1 NC 1 NC 1 278 1 min 0 1 -.601 4 0 1 0 1 4177.507 4 1 NC 1 279 5 max 0 1 -.313 1 0 1 0 1 NC 1 NC 1 280 1 min 0 1 -.728 4 0 1 0 1 NC 1 NC 1 281 M30A 1 max 0 1 -.047 1 0 1-4.928e-4 1 NC 1 NC 1 282 min 0 1 -.09 4 0 1-9.458e-4 4 NC 1 NC 1 283 2 maxI 0 1 1 -.1 1 0 1 1-9.588e-4 1 NC 1 1 NC 1 284 1 IminI0 1 1 -.22 4 1 0 1 1-2.078e-31 4 14177.5071 4 1 NC 1 RISA-3D Version 12.0.0 F-,raming - RTU 1:r3d] Page 29 Company Sept 24, 2015 1RISA Designer Job Number Checked By: r c e N o o o i e s Model Name RTU-1 Envelope Member Section Deflections (Continued) Member Sec x finl LC v finl LC z rinl LC x Rotate fr... LC In) L/v Ratio LC In) L/z Ratio LC 285 3 Imax 0 1 -.148 1 1 0 1-1.425e-3 1 17437.961 1 NC 1 286 min 0 1 -.336 4 0 1 -3.21 a-3 4 12976.473 4 NC 1 287 4 max 0 1 -.188 1 0 1 -1.891 a-3 1 NC 1 NC 1 288 min 0 1 -.434 4 0 1-4.343e-3 4 4177.507 4 NC 1 289 5 max 0 1 -.223 1 0 1-2.357e-3 1 NC 1 NC 1 290 min 0 1 -.518 4 0 1-5.475e-3 4 NC 1 NC 1 291 M31A 1 1 max 0 1 1 -.047 1 0 1 9.458e-4 4 NC 1 1 NC 1 1 292 min 0 1 -.09 4 0 1 4.928e-4 1 NC 1 NC 1 293 2 max 0 1 -.113 1 0 1 2.238e-3 4 NC 1 NC 1 294 min 0 1 -.234 4 0 1 1.103e-3 1 4177.507 4 NC 1 295 3 maxi 0 1 -.173 1 0 1 3.53e-3 4 7437.961 1 NC 1 296 min 0 1 -.364 4 0 1 1.713e-3 1 12976.473 4 1 NC 1 297 4 max 0 1 1 -.226 1 0 1 14.821e-3 4 NC 1 NC 1 298 1 min 0 1 -.475 4 0 1 2.324e-3 1 4177.507 4 NC 1 299 5 max 0 1 -.273 1 0 1 6.113e-3 4 NC 1 NC 1 300 min 0 1 -.573 4 0 1 2.934e-3 1 NC 1 NC 1 301 M32 1 max 0 1 -.066 1 0 1 0 1 NC 1 NC 1 302 min 0 1 1 -.127 1 4 0 1 0 1 1 NC 1 NC 1 303 2 max 0 1 -.156 1 0 1 1 3.32e-5 4 NC 1 NC 1 304 min 0 1 -.321 4 0 1 2.562e-5 1 4177.507 4 NC 1 305 3 Imax 0 1 -.241 1 0 1 6.639e-5 4 7437.961 1 NC 1 306 min 0 1 -.502 4 0 1 5.124e-5 1 2976.473 4 NC 1 307 4 max 0 1 -.319 1 0 1 9.958e-5 4 NC 1 NC 1 308 min 0 1 1 -.665 4 0 1 7.687e-5 1 14177.507 4 NC 1 309 5 max 0 1 -.39 1 0 1 1 1.328e-4 4 NC 1 NC 1 310 min 0 1 -.813 4 0 1 1.025e-4 1 NC 1 NC 1 311 M33 1 1 max 0 1 -.047 1 0 1-4.928e-4 1 NC 1 NC 1 312 min 0 1 -.09 4 0 1-9.458e-4 4 NC 1 NC 1 313 2 max 0 1 -.115 1 0 1-1.102e-3 1 NC 1 NC 1 314 min 0 1 -.237 4 0 1-2.236e-3 4 4177.507 4 NC 1 315 3 max 0 1 -.178 1 0 1-1.712e-3 1 17437.961 1 NC 1 316 min 0 1 -.369 4 0 1-3.526e-3 4 2976.473 4 NC 1 317 4 imax 0 1 -.233 1 0 1 -2.321 e-3 1 NC 1 NC 1 318 1 min 0 1 -.483 4 0 1-4.816e-3 4 4177.507 4 NC 1 319 5 max 0 1 -.282 1 0 1 -2.931 e-3 1 NC 1 NC 1 320 min 0 1 1 -.584 4 0 1 1-6.105e-3 4 NC 1 NC 1 321 M33A 1 max 0 1 0 1 0 1-3.372e-4 1 NC 1 NC 1 322 min 0 1 0 1 0 1-1.082e-3 4 1 NC 1 NC 1 323 2 max 0 1 -.204 1 0 1-9.832e-4 1 1880.678 1 NC 1 324 min 0 1 -.423 4 0 1-2.683e-3 4 908.816 4 NC 1 325 3 max 0 1 -.286 1 0 1-1.159e-3 1 1341.04 1 NC 1 326 min 0 1 1 -.592 4 0 1-3.064e-3 4 648.765 4 NC 1 327 4 max 0 1 -.205 1 0 1-1.169e-3 1 1877.291 1 NC 1 328 min 0 1 -.422 4 0 1-3.079e-3 4 1 909.118 4 NC 1 329 1 5 max 0 1 0 1 0 1-9.077e-4 1 NC 1 NC 1 330 1 min 0 1 0 1 0 1-2.514e-3 4 NC 1 NC 1 331 M34 1 max 0 1 0 1 0 1-9.077e-4 1 NC 1 NC 1 332 min 0 1 0 1 0 1-2.514e-3 4 NC 1 NC 1 333 2 max 0 1 -.123 1 0 1-6.808e-4 1 2347.431 1 NC 1 334 min 0 1 -.272 4 0 1-1.886e-3 4 11058.601 4 1 NC 1 335 3 max 0 1 -.172 1 0 1-4.538e-4 1 11671.052 1 1 NC 1 336 1 min 0 1 -.382 4 0 1-1.257e-3 4 753.373 4 NC 1 337 4 max 0 1 -.123 1 0 1-2.269e-4 1 2347.431 1 NC 1 338 min 0 1 -.272. •� 4 0 1 1-6.285e-4 4 1058.601 4 NC 1 339 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 13401 min 0 1 1 0 1 0 1 0 1 NC 1 NC 1 341 1 M35 1 maxl 0 1 1 1 0 1 -3.461 e-3 1 NC 1 NC 1 RISA-3D Version 12.0.0 [1...\.::\...\...\...\Ca�, Framing - RTU I.Adj Page 30 BL44 Company Sept 24, 2015 INRISA Designer Job Number Checked By: T E C N N o L O G 1 E S Model Name RTU-1 Envelope Member Section Deflections (Continued) Member Sec x finl LC v fin'! LC z finl LC x Rotate fr... LC (n) L/v Ratio LC (n) L/z Ratio LC 342 1 min 0 1 -.77 1 4 0 1-8.137e-3 4 NC 1 NC 1 343 2 1 max 0 1 -.546 1 0 1-2.918e-3 1 1068.61 1 NC 1 344 min 0 1 -1.303 4 0 1-6.818e-3 4 437.928 4 NC 1 345 3 max 0 1 -.603 1 0 1-2.375e-3 1 761.385 1 NC 1 346 min 0 1 -1.444 4 0 1-5.499e-3 4 312.023 4 NC 1 347 4 max 0 1 -.443 1 0 1-1.832e-3 1 1 1068.61 1 NC 1 348 min 0 1 1 -1.054 1 4 0 1-4.179e-3 4 1437.928 4 1 NC 1 349 5 1 max 0 1 -.123 1 0 1-1.289e-3 1 NC 1 NC 1 350 min 0 1 -.272 4 0 1-2.86e-3 4 NC 1 NC 1 351 M36A 1 max 0 1 -.46 1 0 1 0 1 NC 1 NC 1 352 min 0 1 -1.082 4 0 1 0 1 NC 1 NC 1 353 2 max 0 1 -.658 1 0 1 0 1 1068.61 1 NC 1 354 min 0 1 1 -1.565 1 4 0 1 1 0 1 437.928 4 NC 1 355 3 1 max 0 1 -.695 1 0 1 0 1 761.385 1 1 NC 1 356 min 0 1 -1.655 4 0 1 0 1 312.023 4 NC 1 357 4 max 0 1 -.514 1 0 1 0 1 1 1068.61 1 NC 1 358 min 0 1 -1.215 4 0 1 0 1 1437.928 4 NC 1 359 5 max 0 1 -.172 1 0 1 0 1 NC 1 NC 1 360 min 0 1 -.382 4 0 1 0 1 NC 1 NC 1 361 M37 1 Imax 0 1 -.327 1 1 0 1 8.137e-3 4 NC 1 1 NC 1 362 1 min 0 1 -.77 4 0 1 13.461e-3 1 NC 1 NC 1 363 2 max 0 1 -.546 1 0 1 6.818e-3 4 1068.61 1 NC 1 364 min 0 1 -1.303 4 0 1 2.918e-3 1 437.928 4 NC 1 365 3 max 0 1 1 -.603 1 0 1 5.499e-3 4 1761.385 1 NC 1 366 min 0 1 -1.444 4 0 1 2.375e-3 1 312.023 4 NC 1 367 4 max 0 1 -.443 1 1 0 1 4.179e-3 4 1068.61 1 NC 1 368 min 0 1 -1.054 4 0 1 1.832e-3 1 437.928 4 NC 1 369 5 1 max 0 1 -.123 1 0 1 2.86e-3 4 NC 1 NC 1 370 1 min 0 1 -.272 4 0 1 1.289e-3 1 NC 1 NC 1 371 M38 1 max 0 1 0 1 0 1 1 0 1 NC 1 NC 1 372 min 0 1 0 1 0 1 0 1 NC 1 NC 1 373 2 max 0 1 -.153 1 1 0 1 0 1 1881.509 1 NC 1 374 min 0 1 -.347 4 0 1 0 1 829.647 4 NC 1 375 3 max 0 1 -.215 1 0 1 0 1 1340.575 1 NC 1 376 min 0 1 -.487 4 0 1 0 1 591.123 4 NC 1 377 4 max 0 1 -.153 1 0 1 0 1 1881.509 1 NC 1 378 min 0 1 -.347 4 0 1 0 1 829.647 4 NC 1 379 5 max 0 1 0 1 1 0 1 0 1 NC 1 NC 1 380 min 0 1 0 1 0 1 0 1 NC 1 NC 1 381 M39 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 382 1 min 0 1 0 1 0 1 0 1 1 NC 1 NC 1 383 2 max 0 1 -.106 1 0 1 0 1 3059.167 1 INC 1 384 min 0 1 -.263 4 0 1 0 1 1201.834 4 NC 1 385 3 max 0 1 -.108 1 1 0 1 0 1 2751.92 1 NC 1 386 min 0 1 -.274 4 0 1 0 1 1044.902 4 NC 1 387 4 max 0 1 -.02 1 0 1 0 1 6724.542 1 NC 1 388 min 0 1 -.054 4 0 1 0 1 12280.341 4 NC 1 389 5 max 0 1 1 .136 4 0 1 1 0 1 NC 1 NC 1 390 min 0 1 .044 1 0 1 0 1 NC 1 NC 1 391 M40A 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 392 min 0 1 0 1 0 1 0 1 NC 1 NC 1 393 2 1 max 0 1 -.064 1 0 1 0 1 5463.891 1 NC 1 394 min 0 1 -.156 4 0 1 0 1 1 2156.15 4 NC 1 395 3 max 0 1 1 -.061 1 0 1 0 1 5654.579 1 NC 1 396 min 0 1 -.154 4 0 1 0 1 2066.178 4 NC 1 3971 4 max 0 -.009 1 1 0 1 0 1 NC 1 NC 1 398 min 0 -.026 4 0 1 0 1 6559.651 4 NC 1 RISA-3D Version 12.0.0 [\...\...\.. f:alcs\Roof Framing - RTU 1.r3d) Page 31> B-45 Company Sept 24, 2015 11RISA Designer Job Number Checked By: T E C H N O L 0 6 1 E 8 Model Name RTU-1 Envelope Member Section Deflections (Continued) MPmhPr SPc Y finl I C v finl I C 7 rinl 1 C Y Rntata fr 1 C /nl I /v Patin I C In) 1 h Patin I I. 399 5 max 0 1 .038 4 0 1 0 1 NC 1 NC 1 400 min 0 1 .004 1 0 1 0 1 NC 1 NC 1 401 M41 1 max 0 1 .038 4 0 1 3.243e-5 1 NC 1 NC 1 402 min 0 1 .004 1 0 1-3.808e-4 4 NC 1 NC 1 403 2 max 0 1 -.145 1 0 1-8.313e-4 1 2415.354 1 NC 1 404 min 0 1 -.255 4 0 1-2.367e-3 4 1206.705 4 NC 1 405 3 max 0 1 -.204 1 0 1-1.189e-3 1 11682.693 1 1 NC 1 406 min 0 1 -.373 4 0 1-3.178e-3 4 833.768 4 NC 1 407 4 max 0 1 -.127 1 0 1-1.084e-3 1 2383.596 1 NC 1 408 min 0 1 -.215 4 0 1-2.951e-3 4 1177.011 4 NC 1 409 5 max 1 0 1 .136 4 0 1-5.415e-4 1 NC 1 NC 1 410 min 0 1 .044 1 0 1-1.791e-3 4 NC 1 NC 1 411 M42 1 max 0 1 0 1 0 1 0 1 1 NC 1 NC 1 412 min 0 1 0 1 0 1 1 0 1 NC 1 NC 1 413 2 max 0 1 -.21 1 0 1-4.999e-4 1 2056.958 1 NC 1 414 min 0 1 1 -.484 4 0 1-1.034e-3 4 849.128 4 NC 1 415 3 max 0 1 -.285 1 0 1-9.998e-4 1 1679.167 1 NC 1 416 1 min 0 1 -.646 4 0 1-2.068e-3 4 689.362 4 NC 1 417 4 max 0 1 -.225 1 0 1 -1.5e-3 1 3076.038 1 NC 1 418 min 0 1 -.478 4 0 1-3.102e-3 4 11246.168 4 1 NC 1 419 5 max 0 1 -.145 1 0 1-1.21e-3 1 NC 1 NC 1 420 min 0 1 1 -.255 4 0 1-2.402e-3 4 NC 1 NC 1 421 M43 1 max 0 1 -.035 1 0 1-6.227e-4 1 NC 1 NC 1 422 1 min 0 1 -.077 4 0 1-1.352e-3 4 NC 1 NC 1 423 2 max 0 1 -.261 1 0 1-5.655e-4 1 1945.547 1 NC 1 424 min 1 0 1 -.586 4 0 1-1.212e-3 4 1 818.305 4 1 NC 1 425 3 max 0 1 -.354 1 0 1-5.082e-4 1 1514.186 1 NC 1 426 min 0 1 1 -.786 4 0 1 -1.071 e-3 4 634.416 4 NC 1 427 4 max 0 1 -.304 1 0 1-4.51e-4 1 2491.629 1 NC 1 428 1 min 0 1 -.641 4 0 1-9.31e-4 4 1035.63 4 NC 1 429 5 max 0 1 -.202 1 0 1-2.837e-4 1 NC 1 NC 1 430 min 1 0 1 -.369 4 0. 1-5.571e-4 4 1 NC 1 I NC 1 431 M44A 1 max 0 1 -.071 1 0 1-2.034e-4 1 NC 1 NC 1 432 min , 0 1 -.155 4 0 1-4.406e-4 4 NC 1 NC 1 433 2 max 0 1 1 -.277 1 0 1 2.442e-4 4 2010.328 1 NC 1 434 min 0 1 -.622 4 0 1 1 1.242e-4 1 842.969 4 NC 1 435 3 max 0 1 -.353 1 0 1 9.29e-4 4 1576.915 1 NC 1 436 min 0 1 -.784 1 4 0 1 4.518e-4 1 658.094 4 1 NC 1 437 4 max 0 1 -.29 1 0 1 1.614e-3 4 12638.018 1 NC 1 438 min 0 1 -.612 4 0 1 7.794e-4 1 1089.897 4 NC 1 439 5 max 0 1 -.182 1 0 1 1.68e-3 4 NC 1 NC 1 440 min 0 1 -.328 4 0 1 1 8.152e-4 1 NC 1 NC 1 441 M45 1 max 0 1 -.059 1 0 1 1.176e-3 4 NC 1 NC 1 442 min 0 1 -.128 4 0 1 5.411e-4 1 NC 1 NC 1 443 1 2 max 1 0 1 -.22 1 0 1 2.032e-3 4 2323.134 1 NC 1 444 min 0 1 1 -.504 4 0 1 9.643e-4 1 955.967 4 NC 1 445 3 max 0 1 -.263 1 0 1 2.889e-3 4 1894.29 1 NC 1 446 min 0 1 -.596 4 0 1 1 1.388e-3 1 770.946 4 NC 1 447 4 max 0 1 -.185 1 0 1 3.745e-3 4 3460.609 1 NC 1 448 min 0 1 -.396 4 0 1 1.811e-3 1 1371.9751 4 NC 1 449 5 max 0 1 -.09 1 0 1 3.374e-3 4 NC 1 NC 1 450 min 0 1 -.138 4 0 1 1.644e-3 1 NC 1 NC 1 451 M46 1 max 0 1 -.385 1 0 1-7.232e-4 1 NC 1 NC 1 452 min 0 1 -.8 4 0 1-1.581e-3 4 NC 1 NC 1 453 2 maxi 0 _ 1 -.692 1 1 0 1-8.001e-4 1 1094.919 1 NC 1 14541 1 Imini0' 1 -1.348 1 4 1 0 1-1.749e-3 4 1 627.667 4 NC 1 14551 1 3 ImaxI n 1 . T, -.847 1 .1 1 0 1 1-8.77le-4i 1 1769.322 1 NC RISA-3D Version 12.0.0. [1. ...\Calcs\Roof Framing - RTU .1.r3d] Page ?? �A B-46 Company Sept 24, 2015 1RISA Designer Job Number Checked By: TECNNOLOGIEs Model Name RTU-1 Envelope Member Section Deflections (Continued) Member Sec. Y rinl I r. v rinl I r. 7 rinl I r. Y Pntnta rr I r. rnl I /v Patin I r. /n) 1 /7 Patin I I. 4561 1 min 1 0 1 -1.627 1 4 0 1 1.917e-3 4 443.446 4 NC 1 457 4 max 0 1 -.785 1 0 1-9.54e-4 1 1076.223 1 NC 1 458 min0 1 -1.53 4 0 1-2.085e-3 4 621.126 4 NC 1 459 5 max 0 1 -.561 1 0 1 -1.031 e-3 1 NC 1 NC 1 460 min 0 1 -1.155 4 0 1-2.254e-3 4 NC 1 NC 1 461 M47 1 maxl 0 1 -.117 1 0 1-4.099e-3 1 NC 1 NC 1 462 min 0 1 -.242 4 0 1-8.474e-3 4 1 NC 1 1 NC 1 463 2 max 0 1 -.353 1 0 1-4.58e-3 1 1295.443 1 NC 1 464 min 0 1 -.687 4 0 1-9.432e-3 4 688.819 4 NC 1 465 3 max 0 1 -.46 1 0 1 -5.061 a-3 1 913.256 1 NC 1 466 min 0 1 -.887 1 4 0 1-1.039e-2 4 487.782 4 NC 1 467 4 max 0 1 1 -.383 1 0 1 -5.541 e-3 1 1278.551 1 NC 1 468 min 0 1 -.745 1 4 0 1-1.135e-2 4 683.582 4 NC 1 469 5 Imax 0 1 -.172 1 0 1-6.022e-3 1 1 NC 1 1 NC 1 470 min 0 1 -.351 ' 4 0 1 -1.231 e-2 4 NC 1 NC 1 471 M48 1 max 0 1 0 1 .851 4 2.215e-3 4 NC 1 NC 1 472 min 0 1 0 5 .441 1 1.186e-3 1 NC 1 NC 1 4731 2 max 0 1 1 .005 4 1.024 4 2.558e-3 4 NC 1 4533.02 5 474 min 0 1 .005 5 .54 1 1.394e-3 1 I NC 1 14533.02 1 475 3 max 0 1 .007 4 1.192 4 2.902e-3 4 NC 1 3229.777 4 476 min 0 1 .007 1 .634 1 1.602e-3 1 NC 1 3229.777 5 477 4 max 0 1 .005 1 1.352 4 3.246e-3 4 NC 1 4533.02 4 478 min 0 1 .005 4 .72 1 1.81e-3 1 NC 1 4533.02 5 479 5 max 0 1 0 5 1.508 4 3.589e-3 4 NC 1 NC 1 480 min 0 1 0 1 4 .802 1 1 2.018e-3 1 NC 1 NC 1 481 M49A 1 max 0 1 0 5 1.508 4 3.589e-3 4 NC 1 NC 1 482 1 min 0 1 0 1 4 .802 1 2.018e-3 1 NC 1 NC 1 483 2 maxi 0 1 .011 5 1.54 4 3.51 e-3 4 NC 1 2623.276 4 484 min 1 0 1 .011 4 .823 1 1.966e-3 1 NC 1 2623.276 1 485 3 max 0 1 .015 5 1.562 4 3.43e-3 4 7608.507 4 1869.084 4 486 min 0 1 .015 1 .834 1 1.914e-3 1 7608.507 1 1869.084 5 487 4 max 0 1 .011 5 1.569 4 13.351 e-3 4 1 NC 1 2623.276 1 488 min 0 1 1 .011 1 .829 1 1.862e-3 1 NC 1 12623.276 4 489 5 max 0 1 0 5 1.566 4 3.271 e-3 4 NC 1 NC 1 490 1 min 0 1 0 4 .814 1 1.811e-3 1 NC 1 NC 1 491 M50A 1 max 0 1 0 5 1.566 4 3.271 e-3 4 NC 1 NC 1 492 min 0 1 0 4 .814 1 11.811e-3 1 NC 1 NC 1 493 2 max 0 1 0 5 1 1.577 4 3.288e-3 1 4 NC 1 NC 1 494 min 1 0 1 0 1 4 .801 1 1.754e-3 1 NC 1 NC 1 495 3 max 0 1 0 4 1.588 4 3.304e-3 4 NC 1 NC 1 496 min ! 0 1 1 0 1 .788 1 1.698e-3 1 NC 1 NC 1 497 4 max 0 1 0 4 1.599 4 3.32e-3 4 NC 1 NC 1 498 min 0 1 0 1 .775 1 1.642e-3 1 NC 1 NC 1 499 5 1 max 0 1 0 4 1.61 4 3.337e-3 4 NC 1 NC 1 500 min 0 1 0 1 .761 1 1.585e-3 1 NC 1 NC 1 501 M51 1 max 0 1 0 1 .811 4-1.675e-3 1 NC 1 NC 1 502 min 0 1 1 0 5 .419 1 -3.111 e-3 4 NC 1 NC 1 503 2 max 0 1 .005 1 .987 4-1.866e-3 1 1 NC 1 4533.02 4 504 min 0 1 .005 5 .518 1-3.371e-3 4 1 NC 1 1 4533.02 1 505 3 1 max 0 1 .007 4 1.157 4-2.057e-3 1 NC 1 3229.777 4 506 1 min' 0 1 .007 1 .613 1-3.631e-3 4 NC 1 3229.777 1 507 4 max 0 1 .005 5 1.321 4-2.247e-3 1 NC 1 4533.02 4 508 min , 0 1 .005 1 .7 1-3.891e-3 4 NC 1 4533.02 1 509 5 max , 0 1 0 1 5 1 1.479 1 4-2.438e-3 1 NC 1 NC 1 510 mih,,!. 0 1 0 1 .782 1 -4.151 e-31 4 1 NC 1 NC 1 511 M52 1 maklo ".. 0 1 0 5 1.479 4-2.438e-3 1 NC 1 EtiC 1 512 0 1 0 1 .782 1 -4.151 e-31 4 1 NC 1 14" 1 RISA-3D Version 12.0.0 L,-.-A... \...\...\... \Calcs\Roof Framing - RTU 1.r3d] Patle 33 B-47 1 Company Sept 24, 2015 Desgner 11RI� oblNumber Checked By: T E C M N O l O G 1 E S Model Name RTU-1 Envelope Member Section Deflections (Continued) Member Sec x linl LC v rinl LC z rinl LC x Rntntt- rr- I C In) I /v Rntin I C /n) 1 /7 RAtin 1 C 513 2 Imax 0 1 .011 5 1.524 4-2.229e-3 1 NC 1 2623.276 1 514 min 0 1 .011 1 .809 1-3.765e-3 4 NC 1 2623.276 4 515 3 max 0 1 .015 5 1.559 4-2.02e-3 1 7608.507 4 1869.084 4 516 min 0 1 .015 1 .826 1-3.378e-3 4 7608.507 1 1869.084 5 517 4 max 0 1 .011 4 1.579 4 -1.811 a-3 1 NC 1 2623.276 1 518 min 0 1 .011 1 .829 1-2.992e-3 4 NC 1 2623.276 1 519 5 max 0 1 0 4 1.588 4-1.602e-3 1 NC 1 NC 1 520 min 0 1 0 1 .82 1 1 -2.605e-31 4 NC I 1 NC 1 1 521 M53 1 max 0 1 0 4 1.588 4-1.602e-3 1 NC 1 NC 1 522 min 0 1 0 1 .82 1-2.605e-3 4 NC 1 NC 1 523 2 max 0 1 0 5 1.598 4-1.506e-3 1 NC 1 NC 1 524 min 0 1 0 1 .809 1-2.642e-3 4 NC 1 NC 1 525 3 max 0 1 0 4 1.609 4 -1.41 e-3 1 1 NC 1 1 NC 1 526 1 min 0 1 0 1 .797 1-2.679e-3 4 NC 1 NC 1 527 4 max 0 1 0 4 1.618 4-1.314e-3 1 NC 1 NC 528 min 0 1 0 1 .786 1-2.715e-3 4 NC 1 NC 1 529 5 max 0 1 0 1 4 1.628 4-1.218e-3 1 NC 1 NC 1 5 01 min 0 1 1 1 0 1 1 .774 1-2.752e-3 4 NC 1 NC 1 RISA-3D Version 1-2.0.0 F; [\...\...\...\...\...\Cal.cs\Roof Framing - RTU 1.r3d] :Page 34 B-48 Company Sept 24, 2015 INRISA Designer Job Number Checked By: T E C H N O L O C I E S Model Name RTU-1 Envelope A/SC 14th(360-10): ASD Steel Code Checks Memher Shane Cnde Check Lncfftl LC Shear Check Loc__..... Pnc/om fkl Pnt/o... Mnw/... Mnzz/...... Ean 1 M 1 W12x14 .585 12 1 4 .090 24 y 41 4.277 89.677 3.413 31.257 1 H 1-1 b 2 M2 W12x14 .585 12 4 .089 24 v 41 4.277 89.677 3.413 31.257 1 HI-1b 3 M3 W16x40 .315 8 4 .060 8 v 41 29.459 254.3.. 22.814 64.08 ••• H1-1b 4 M4 W12x14 .585 12 4 .091 24 v 41 4.277 89.677 3.413 31.257 1 H1-1b 5 M5 W12x14 .426 12 4 .064 24 v 41 4.277 89.677 3.413 31.257 1 1-11-1b 6 M6 W12x14 .540 11.75 4 .079 24 y 4 4.277 89.677 3.413 31.257 1 H1-1b 7 M7 W16x40 .631 8 1 4 .104 8 Y 4 29.459 254.3.. 22.814 63.753 ... HI-1b 8 M12 W16x40 .180 8 4 .034 8 v 4 29.459 254.3.. 22.814 64.08 ••• H1-1b 9 M13 W12x14 .585 12 4 .090 24 Iv 4 4.277 89.677 3.413 31.257 1 H1-1b 10 M26 IW16x26 .704 12 4 .147 24 yA 17.379 165.5., 9.844 79.401 1 H1-1b 11 M28 W1422 .890 12 4 .184 24 v141 12.685 139.9.. 7.886 59.641 1 H1-1b 12 M30 W14x22 .785 12 4 138 0 Y4 12.685 139.9.. 7.886 59.641 1 H1-1b 13 M31 W16x26 .636 12 4 .113 0 yA 17.379 165.5.. 9.844 79.401 1 H1-lb 14 M36 W16x26 .485 12 4 .086 0 Y 4 17.379 165.5.. 9.844 79.401 1 1-11-1b 15 M40 W16x36 .659 12 1 4 .142 24 v 4 44.398 228.5.. 19.401 114.97 1 H1-1b 16 M44 W16x26 .946 12 4 .167 24 v 4 17.379 165.5.. 9.844 79.401 1 H1-1b 17 M49 W16x31 .112 12 4 .029 24 y 4 22.471 196.8.. 12.629 97.006 1 H1-1b 18 M50 W16x31 .112 12 4 .029 24 v 14122.471 196.8.. 12.629 97.006 1 H1-1b 19 M19 IW12x14 .585 12 4 .091 24 v 41 4.277 89.677 3.413 31.25711 H1-1b 20 M20 W12x14 .585 12 4 1 .090 0 v 41 4.277 89.677 3.413 31.257 1 1-11-1b 21 M21 W12x14 .585 12 1 4 .089 24 v 41 4.277 89.677 3.413 31.257 1 H1-1b 22 M22 W12x14 .585 12 4 .089 24 v 41 4.277 89.677 3.413 31.257 1 H1-1b 23 M23 W12x14 .585 12 4 .091 24 v 41 4.277 89.677 3.413 31.257 1 H1-1b 24 M24 W12x14 .585 12 4 .090 0 v 41 4.277 89.677 3.413 31.257 1 H1-1b 25 M26A W16x40 .216 12 4 .028 0 v 41 52.371 254.3.. 22.814 68.937 ... H1-1b 26 M27 IW16x40 .216 12 4 .028 0 v 41 52.371 254.3.. 22.814 68.937 ... H1-1b 27 M28A W8x10 .126 4 1 4 .059 8 v 41 32.097 63.808 2.982 15.934 1 H1-1b 28 M29 W8x10 .126 4 4 .052 8 v 41 32.097 63.808 2.982 15.934 1 H1-1b 29 M30A W8x10 .126 4 4 .059 8 v 41 32.097 63.808 2.982 15.934 1 HI-1b 30 M31A W8x10 .126 4 4 .060 8 v141 32.097 63.808 2.982 15.934 1 H1-lb 31 M32 W8x10 .126 4 4 .052 8 v 41 32.097 63.808 2.982 15.934 1 H1-1b 32 M33 I W8x10 .126 4 4 .060 8 v 41 32.097 63.808 2.982 15.934 1 HI-1b 33 M33A W21x62 .912 14 1 4 .090 32 v 4 58.612 394.4.. 38.982 106.8..... HI-1b 34 M34 W16x36 .713 12 4 .077 0 v 41 44.398 228.5.. 19.401 54.955... H1-1b 35 M35 W12x14 .585 12 4 .092 24 v 41 4.277 89.677 3.413 31.257 1 HI-1b 36 M36A W12x14 .585 12 4 .089 24 v141 4.277 89.677 3.413 31.257 1 H1-1b 37 M37 W12x14 .585 12 4 .092 24 v 1414.277 89.677 3.413 31.257 1 H 1-1 b 38 M38 W12x14 .309 12 4 .047 24 v 41 4.277 89.677 3.413 31.257 1 H1-1b 39 M39 W1422 .579 24.1... 4 .077 23... v 41 8.255 139.9.. 7.886 14.72 ..• 1-11-1b 40 M40A W14x22 .617 24.1... 4 .056 23.... 41 8.255 139.9.. 7.886 13.733 ... HI-1b 41 M41 W14x22 1.008 14 4 .029 32 v 41 7.135 139.9.. 7.886 12.099 ... H1-1b 42 M42 W14x22 .322 11.1... 4 .087 23••• 41 8.255 139.9.., 7.886 59.641 1 1-11-1b 43 1 M43 W14x22 .317 12.0... 4 1 .070 0 IV141 8.255 139.9.. 7.886 59.641 1 H1-1b 44 1 M44A W14x22 .310 11.7... 4 .071 23... Iv 1418.255 139.9.. 7.886 59.641 1 HI-1b 45 M45 W14x22 .284 11.4... 4 .075 23.... 4 8.255 139.9.. 7.886 59.641 1 H1-1b 46 M46 W12x14 .295 11.75 4 .047 24 v 1414.277 124.5•• 4.741 43.413 1 H1-1b 47 M47 W12x14 .268 11.75 4 .045 24 v 41 4.277 124.5.. 4.741 43.413 1 H 1-1 b 48 M48 L4x4x4 .107 1.875 1 .023 3.75 z 41 32.366 41.605 2.088 4.347 ••• H2-1 49 M49A L4x4x4 .156 2.25 1 1 .022 4.5 z 41 30.186 41.605 2.088 4.201 ••• H2-1 50 M50A L4x4x4 .017 .75 4 .009 1.5 z 1 36.976 41.605 2.088 4.468 ••• 112-1 51 1 M51 L4x4x4 .107 11.875 1 .022 0 z 4 32.366 141.605 12.088 4.34-1 ••• H2-1 52 M52 L4x4x4 .156 2.25 4 .026 0 z 4 30.186 41.605 2.088 4.201 ••• H2-1 53 M53 L4x4x4 _ .017 .75 4 .011 1.5 z 1 36.976 41.605 2.088 4.468 ••• H2-1 RISA-3D !,,-- -sofa ; �3.- \:::\...\...\...\Calcs\Roof FBr 4 i RTU 1.r3d Page 35 A M. 't 1. Qo hii4 0 o O tip2 0 v 9 06 0 0 43 N44 N45 N46 47 N48 N49 o- N50 51 N52 N53 N54 N34 N30 N38 N42 N21 N22 N55 Envelope Only Solution RTU-2tr;24, s K _'1 2015 at 8:49 PM ffia�+f7iitrrlilig`- RTU 2.r3d 31 27 35 39 23 I 24 I M13 M 7 N25 N26 ' � �N3 I M2 � M38 O1 i �N4 � - --- __---- — -- M1 � M39 -- N1 I N2 M 3 M3 I M40 32 28 36 40 5156 N60 6 i M4 M41 -- -- 57 I � 61 M57 I NS I I I 0 � 71 N67 � � I N MS m M42 0 58 62 � N10 � i � M56 N69 N08i4 N65 M6 M43 i _ NiV159 N63 N12 M 2 M7 � M�4 33 29 37 41 13 14 M8 M45 N15 I N16 fO N � _ 'O -(Y �` N � M9 i � � M46 � � N17 � N18 � -- -- I M10 M47 N19 i I I N20 M 5 i M11 M48 Company Sept 24, 2015 IIRISA Designer Job Number Checked By: TECMNO'L4GIE5 Model Name RTU-2 Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Increase Nailing Capacity for Wind? Yes Area Load Mesh(in A2 144 Merge Tolerance in .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automaticly Iterate Stiffness for Walls? Yes Maximum Iteration Number for Wall Stiffnes 33 Gravity Acceleration ft/secA2 32.2 Wall Mesh Size in 12 Ei ensolution Convergence Tol. 1.E- 4 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 Admust Stiffness? Yes Iterative RISAConnection Code AISC 13th 360-05 : ASD Cold Formed Steel Code AISI S100-07: ASD Wood Code AF&PA NDS-05/08: ASD Wood Temperature < 100F Concrete Code ACI 318-11 Masonry Code ACI 530-08: ASD Aluminum Code AA ADM1-05: ASD - Building Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectan ular 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 Min % Steel for Column 11 Max % Steel for Column 18 V., 7_.._ . RiSA-3D Version 12.0.0 [\...\...\...\...\...\Calcs\Roof Framing- RTU 2.r3d] X Page-! C-2 Company Sept 24, 2015 iRISA Designer Job Number Checked By: TECNHOtOGIEs Model Name RTU-2 Global, Continued Seismic Code ASCE 7-10 Seismic Base Elevation ft Not Entered Add Base Weight? Yes Ct Z .02 Ct X .02 T Z sec Not Entered T X sec Not Entered RZ 3 RX 3 Ct Exp. Z .75 Ct Exp. X .75 SD1 1 SDS 1 S1 1 TL sec 5 Risk Cat I or II Seismic Detailing Code ASCE 7-05 Om Z 1 Om X 1 Rho Z 1 Rho X 1 Horizontal Proiect Grid Locations I ahal nictanra Iftl Inrramont rffl 1 9 144 0 2 9.25 150 6 3 9.5 156 6 4 9.75 162 6 5 10 168 6 6 10.25 174 6 7 10.5 180 6 8 10.75 186 6 9 11 192 6 10 11.25 198 6 11 11.5 204 6 12 11.75 210 6 13 12 216 6 Vertical Proiect Grid Locations Lahel nictanrP rftl Inrramont MI 1 X 0 0 2 W.75 6 6 3 W.5 12 6 4 W.25 18 6 5 W 24 6 6 V.75 30 6 7 V.5 36 6 8 V.25 42 6 9 V 48 6 10 U.75 54 6 11 U.5 60 6 12 U.25 66 6 13 U 72 6 RISA-3D Version 12.0.0 [\...\...\...\...\...\Calcs\Roof Framing - RTU 2.r? c Page 2 C-3 Company Sept 24, 2015 IIRISA Designer Job Number Checked By: TIECNN0LocIEs Model Name RTU-2 Hot Rolled Steel Properties I hnl G n-il !_ fLcil AL. Th.- ! r).-ihi vi.iArLeil Rv P,im-cil Rf 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 58 1.2 3 A992 29000 11154 .3 .65 .49 50 1.1 58 1.2 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.3 58 1.1 5 A500 Gr.461 29000 11154 .3 .65 .49 1 46 1.2 1 58 1.1 Hot Rolled Steel Section Sets I �hel ck- 7-- f -;- I ;of RAo+-Al l I -;- A rin91 1- f;nAl h- r;nAl I r;nAl 1 ex W12 purlin W12x14 Beam Wide Flan e A36 Gr.36 Typical 4.16 2.36 88.6 1 .07 2 ex W16x26 W16x26 Beam Wide Flange A36 Gr.36 Typical 7.68 9.59 301 1 .262 3 ex W16x31 W16x26 Beam Wide Flange A36 Gr.36 Typical 7.68 9.59 301 .262 4 ex W14x22 W16x26 Beam Wide Flange A36 Gr.36 Typical 7.68 9.59 301 .262 5 ex W16x36 W16x36 Beam I Wide Flan a A36 Gr.36 T ical 10.6 24.5 448 .545 6 hvac support L4x4x4 Beam Sin le An le A36 Gr.36 Typical 1.93 3 3 .044 7 new W12x14 W12x14 Beam Wide Flancie A992 Tynical 4.16 1 2.36 88.6 .07 Joint Coordinates and Temperatures I nhnl v fffl v fffl 7 fffl T.- rCl rlof--$, P- M-h 1 N1 54 0 168 0 2 N2 54 0 192 0 3 N3 60 0 168 0 4 N4 60 0 192 0 5 N5 48 0 168 0 6 1 N6 48 0 192 0 7 N7 42 0 168 0 8 N8 42 0 192 0 9 N9 36 0 168 0 10 N10 36 0 192 0 11 N11 30 0 168 0 12 N12 30 0 192 0 13 N13 24 0 168 0 14 N14 24 0 192 0 15 N15 18 0 168 0 16 N16 18 0 192 0 17 N17 12 0 168 0 18 N18 12 0 192 0 19 N19 6 0 168 0 20 N20 6 0 192 0 21 N21 0 0 168 0 22 N22 0 0 192 0 23 N23 72 0 168 0 24 N24 72 0 192 0 25 N25 66 0 168 0 26 N26 66 0 192 0 27 N27 72 0 150 0 28 N28 48 0 150 0 29 N29 24 0 150 0 30 N30 0 0 150 0 31 N31 72 0 144 0 32 N32 48 0 144 0 33 N33 24 0 144 0 34 N34 0 0 '144 0 35 N35 72 0 A 56 1 0 r3 RISA-3D Version 12.0.0 [\...\...\...\...\...\Calcs\Roof Framing - F r 2. ld] Page 3 C-4 Company Sept 24, 2015 1RISA Designer Job Number Checked By: Model Name RTU-2 Joint Coordinates and Temperatures (Continued) Label X [fti Y ffti Z [fti Temn rF1Detach From Din h 36 N36 48 0 156 0 37 N37 24 0 156 0 38 N38 0 0 156 0 39 N39 72 0 162 0 40 N40 48 0 162 0 41 N41 24 0 162 0 42 N42 0 0 162 0 43 N43 72 0 216 0 44 N44 66 0 216 0 45 N45 60 0 216 0 46 N46 54 0 216 0 47 N47 48 0 216 0 48 N48 42 0 216 0 49 N49 36 0 216 0 50 N50 30 0 216 0 51 N51 24 0 216 0 52 N52 18 1 0 216 0 53 N53 12 0 216 0 54 N 54 6 0 216 0 55 N55 0 0 216 0 56 N56 48 0 169 0 57 N57 42 0 169 0 58 N58 36 0 169 0 59 N59 30 0 169 0 60 N60 48 0 175.7 0 61 N61 42 0 175.7 0 62 N62 36 0 175.7 0 63 N63 30 0 175.7 0 64 N 64 32.2 0 169 0 65 N65 32.2 0 175.7 0 66 N66 40.5 0 168 0 67 N67 40.5 0 192 0 68 N68 32.2 0 168 0 69 N69 32.2 0 192 0 70 N70 40.5 0 169 0 71 N71 40.5 0 175.7 0 Joint Boundary Conditions Joint Label X rk/inl Y rk/inl 7 rk/inl Y Rnt rG-ff/rnfll V Pm fL_ff/roil) 7 O-f n-ff/rorll r 1 N31 Reaction Reaction Reaction Reaction Reaction Reaction 2 N23 Reaction Reaction Reaction Reaction Reaction Reaction 3 N24 Reaction Reaction Reaction Reaction Reaction Reaction 4 N43 Reaction Reaction Reaction Reaction Reaction Reaction 5 N32 Reaction Reaction Reaction Reaction Reaction Reaction 6 N5 Reaction Reaction Reaction Reaction Reaction Reaction 7 N6 Reaction Reaction Reaction Reaction Reaction Reaction 8 N47 Reaction Reaction Reaction Reaction Reaction Reaction 9 N33 Reaction Reaction Reaction Reaction Reaction Reaction 10 N13 Reaction Reaction Reaction Reaction Reaction Reaction 11 N14 Reaction Reaction Reaction Reaction Reaction Reaction 12 N51 Reaction I Reaction Reaction Reaction Reaction Reaction 13 N34 I Reaction I Reaction Reaction Reaction Reaction Reaction 14 N21 Reaction Reaction Reaction ",Reaction Reaction Reaction 15 N22 Reaction Reaction Reaction I �i-, oaction Reaction Reaction 16 N55 Reaction Reaction Reaction v-� faction I Reaction Reaction RISA-3D Version 12.0.0 [\...\...\...\...\...\Calcs\Roof Framiro, -2.r3dj Page 4 C-5 111RI,SA E Company Designer Job Number Model Name RTU-2 Sept 24, 2015 Checked By: Rigid Diaphragms Joint Label Plane Type Inactive No Data to Print ... Member Primary Data Label I Joint J Joint K Joint Rotate(d... Section/Shane Tvoe Desian List Material Desian Rul... 1 M1 N1 N2 ex W12 purlin Beam Wide Flan a A36 Gr.36 T ical 2 M2 N3 N4 ex W12 purlin Beam Wide Flange A36 Gr.36 Typical 3 M3 N5 N6 ex W12 purlin Beam Wide Flancie A36 Gr.36 T ical 4 M4 N7 N8 ex W12 purlin Beam Wide Flange A36 Gr.36 Typical-- 5 M5 N9 N10 ex W12 purlin Beam Wide Flange A36 Gr.36 Typical 6 M6 N11 N12 I ex W12 purlin Beam Wide Flange A36 Gr.361 Typical 7 M7 N13 I N14 ex W12 purlin Beam I Wide Flanc ie A36 Gr.36 T ical 8 M8 N15 N16 ex W12 purlin Beam Wide Flan a A36 Gr.36 T ical 9 M9 N17 N18 ex W12 urlin Beam Wide Flan a A36 Gr.36 T ical 10 M10 N19 N20 ex W12 urlin Beam Wide Flange A36 Gr.36 Typical 11 M11 N21 N22 ex W12 urlin Beam Wide Flan a A36 Gr.36 T ical 12 M12 N23 N24 ex W12 urlin Beam Wide Flange A36 Gr.36 Typical 13 M13 N25 N26 ex W12 urlin Beam Wide Flange A36 Gr.36 Typical 14 M14 N27 N28 ex W12 urlin Beam Wide Flange A36 Gr.36 Typical 15 M15 N28 N29 ex W12 urlin Beam Wide Flange A36 Gr.36 Typical 16 M16 N29 N30 ex W12 urlin Beam Wide Flange A36 Gr.36 Typical 17 M17 N31 N32 ex W12 urlin Beam Wide Flange A36 Gr.36 T ical 18 M18 N32 N33 ex W12 purlin Beam Wide Flange A36 Gr.36 Typical 19 M19 N33 N34 ex W12 urlin Beam Wide Flan a 6 Gr.36 20 M20 N35 N36 ex W12 urlin Beam Wide Flange 6 Gr.36 !A36 21 M21 N36 N37 ex W12 urlin Beam Wide Flan a Gr.3622 M22 N37 N38 ex W12 urlin Beam Wide Flan a 6 Gr.36 23 M23 N39 N40 ex W12 urlin Beam Wide Flan a A36 Gr.36 T ical 24 M24 N40 N41 ex W12 purlin Beam Wide Flange A36 Gr.36 Typical 25 M25 N41 N42 ex W12 Purlin Beam Wide Flange A36 Gr.36 Typical 26 M26 N5 N13 ex W14x22 Beam Wide -Flange- A36 Gr.36 Typical 27 M27 N13 N21 I ex W16x26 Beam Wide Flange A36 Gr.36 Tynical 28 M28 N6 N14 ex W16x31 Beam Wide Flange A36 Gr.36 Typical 29 M29 N14 I N22 ex W16x31 Beam Wide Flange A36 Gr.361 Tvnical 30 M30 N6 I N24 ex W16x31 Beam Wide Flange A36 Gr.361 Typical 31 M31 N5 N23 ex W14x22 Beam Wide Flange A36 Gr.361 Typical 32 M32 N33 N13 ex W16x36 Beam Wide Flange A36 Gr.36 Typical 33 M33 N32 N5 ex W16x36 Beam Wide Flange A36 Gr.36 Typical 34 M34 N31 N23 ex W16x26 Beam Wide Flange A36 Gr.36 Typical 35 M35 N34 N21 I ex W16x26 Beam Wide Flange A36 Gr.36 Typical 36 M36 N24 I N43 ex W12 purlin Beam Wide Flange A36 Gr.36 Typical 37 M37 N26 I N44 ex W12 urlin Beam Wide Flange A36 Gr.361 Tvoical 38 M38 N4 N45 ex W12 purlin Beam I Wide -Flange A36 Gr.36 Typical 39 M39 N2 N46 ex W12 ourlin Beam Wide Flange A36 Gr.36 Tvnical 40 M40 N6 N47 ex W12 purlin Beam Wide Flange A36 Gr.36 Tv ical 41 M41 N8 N48 ex W12 wrlin Beam Wide Flange A36 Gr.36 Typical 42 M42 N10 N49 ex W12 purlin Beam Wide Flange A36 Gr.36 TVDiCal 43 M43 N12 N50 ex W12 ourlin Beam Wide Flange A36 Gr.361 T ical 44 M44 N14 N51 ex W12 purlin Beam Wide Flange A36 Gr.361 Typical 45 M45 N16 N52 ex W12 purlin Beam Wide Flange A36 Gr.361 Typical 46 M46 N18 N53 ex W12 purlin Beam Wide Flange_ A36 Gr.36 Typical 47 M47 N20 N54 ex W12 ourlin Beam Wide Flange A36 Gr.36 Tvoical 48 M48 N22 N55 ex W12 purlin Beam Wide Flange A36 Gr.36 T pical 49 M49 N43 N47 ex W16x31 Beam Wide Flange A36 Gr.36 T ical 50 M50 N47 N51 :x W16x31 1 Beam Wide Flange A36 Gr.36 Typical RISA-31D Version 12.0.0 [ ...\..A ... \...\... \Calcs\Roof L.rning - RTU 2.r3d] Page 5 C-C Company Sept 24, 2015 11RISA Designer Job Number Checked By: recer�o�ocles Model Name RTU-2 Member Primary Data (Continued) I h.1 I Wn f I WM V In M D-fife/ 1 Q—tin. Ick T.. nn n I 51 M51 N51 N55 ex W16x31 Beam Wide Flange A36 Gr.36 T ical 52 M52 N64 N58 90 hvac support Beam Single Angle A36 Gr.36 Typical 53 M53 N58 N70 90 hvac support Beam Single Angle A36 Gr.36 T ical 54 M54 N65 N62 90 hvac support Beam Single Angle A36 Gr.36 Typical 55 M55 N62 N71 90 hvac support Beam Single Angle A36 Gr.36 Typical 56 M56 N68 N69 new W12x14 Beam Wide Flange A992 T ical 57 1 M57 I N66 N67 I new W12x14 Beam I Wide Flan a A992 T ical 58 M58 N70 N57 90 hvac support Beam Single Angle A36 Gr.36 T ical 59 M59 N71 I N61 90 hvac support Beam Single Angle A36 Gr.36 TVDiCal Member Advanced Data I ohnl I D-1-- 1 Dnln— I 1 nff- ff;-, 1 M1 BenPIN BenPIN Yes None 2 M2 BenPIN BenPIN Yes None 3 M3 BenPIN BenPIN Yes None 4 M4 BenPIN BenPIN Yes None 5 M5 BenPIN BenPIN Yes None 6 M6 BenPIN BenPIN Yes None 7 M7 BenPIN BenPIN Yes None 8 M8 BenPIN BenPIN Yes None 9 M9 BenPIN BenPIN Yes None 10 M10 BenPIN BenPIN Yes None 11 M11 BenPIN BenPIN Yes None 12 M12 BenPIN BenPIN Yes None 13 M13 BenPIN BenPIN Yes None 14 M14 BenPIN BenPIN Yes None 15 M15 BenPIN BenPIN Yes None 16 1 M16 BenPIN BenPIN Yes I None 17 M17 BenPIN BenPIN Yes None 18 M18 BenPIN BenPIN Yes None 19 M19 BenPIN BenPIN Yes None 20 M20 BenPIN BenPIN Yes None 21 M21 BenPIN BenPIN Yes None 22 M22 BenPIN BenPIN I Yes I None 23 M23 BenPIN BenPIN Yes None 24 M24 BenPIN BenPIN Yes None 25 M25 BenPIN BenPIN Yes None 26 M26 BenPIN BenPIN Yes None 27 M27 BenPIN I BenPIN Yes None 28 M28 BenPIN BenPIN Yes I None 29 M29 BenPIN BenPIN Yes None 30 M30 BenPIN BenPIN Yes None 31 M31 BenPIN BenPIN Yes None 32 M32 BenPIN BenPIN Yes None 33 M33 BenPIN BenPIN Yes None 34 M34 BenPIN BenPIN Yes None 35 M35 BenPIN BenPIN Yes None 36 M36 BenPIN BenPIN Yes None 37 M37 BenPIN BenPIN I Yes None 38 M38 BenPIN BenPIN Yes None 39 M39 BenPIN BenPIN Yes None 40 M40 BenPIN BenPIN Yes I None 41 M41 BenPIN BenPIN Yes None 42 M42 BenPIN BenPIN Yes None 43 M43 BenPIN BenPIN Yes None RISA-3D Version 12.0.0 [...1.:.\...\...\...\Cale-sAt76cif }aming - RTU 2.r3dj Page 6 C-7 Company Sept 24, 2015 ARIBA Designer Job Number Checked By:_ T E C N NO Lo c IEs Model Name RTU-2 Member Advanced Data (Continued) I hnl I Pnlnnee I Pnlenen I offe frinl I nffeetrinl T/r' Only Ph—i—I TORA In—fi— Ceiemir rincinn 44 M44 BenPIN BenPIN Yes None 45 M45 BenPIN BenPIN Yes None 46 M46 BenPIN BenPIN Yes None 47 M47 BenPIN BenPIN Yes None 48 M48 BenPIN BenPIN Yes None 49 1 M49 BenPIN BenPIN Yes None 50 M50 BenPIN BenPIN Yes None 51 M51 BenPIN BenPIN Yes None 52 M52 BenPIN BenPIN Yes None 53 M53 BenPIN BenPIN Yes None 54 M54 BenPIN BenPIN Yes None 55 M55 BenPIN BenPIN I Yes None 56 M56 BenPIN BenPIN Yes None 57 M57 BenPIN BenPIN Yes None 58 M58 BenPIN BenPIN Yes I None 59 M59 BenPIN BenPIN Yes I None Hot Rolled Steel Design Parameters I hol Chinn I nnnthrM I K—mi I h,,rftl I rn f—mi I rmmn hntrftl I -tnm rW\A/ V77 r.h Pi inrfinn 1 M1 ex W12 purlir 24 2 Lateral 2 M2 ex W12 purlir 24 2 Lateral 3 M3 ex W12 purlir 24 2 Lateral 4 M4 ex W12 purlir 24 2 Lateral 5 M5 ex W12 purlir 24 2 Lateral 6 M6 ex W12 purlil 24 2 1 1 1 Lateral 7 M7 ex W12 purlir 24 2 Lateral 8 M$ ex W12 purli 24 2 Lateral g Mg ex W12 purlir 24 1 2 Lateral 10 M10 ex W12 purfir 24 2 Lateral 11 M11 ex W12 purlir 24 2 Lateral 12IM2 x W12 purli 24 2 Lateral133 x W12 purli 24 2 Lateral 144 x W12 purli 24 2 Lateral 155 x W12 purli 24 2 Lateral 166 x W12 purlir 24 2 Lateral 17 M17 ex W12 purlir 24 2 Lateral 18 M18 ex W12 purlir 24 2 Lateral 19 M19 ex W12 purlir 24 2 Lateral 20 M20 ex W12 purli 24 2 Lateral 21 M21 x W12 purli 24 2 Lateral 22 M22 x W12 purli 24 2 Lateral 23 M23 x W12 purli 24 2 Lateral 24 M24 x W12 purli 24 2 Lateral 25 M25 x W12 purli 24 2 Lateral 26 M26 ex W14x22 24 2 Lateral 27 M27 ex W16x26 1 24 2 Lateral 28 M28 ex W16x31 24 2 Lateral 29 M29 ex W16x31 24 2 Lateral 30 M30 ex W16x31 24 2 Lateral 31 M31 ex W14x22 24 2 Lateral 32 M32 ex W16x36 24 2 Lateral 33 M33 ex W16x36 1 24 2 Lateral 34 M34 ex W16x26 24 2 Lateral 35 M35 ex W16x26 24 2 Lateral 36 M36 x W12 purli 24 2 1 Lateral RISA-3D Version 12.0.0 cs\Roof Framing - RTU 2.r3d] + Page 7 C-8 Company Sept 24, 2015 IRISA Designer Job Number Checked By: T E c n N o �I o c 1 E s Model Name RTU-2 Hot Rolled Steel Design Parameters (Continued) Lahel Shane Lenothrftl I_hvvrftl I h»rftl I rmmn tnnrftl I cmmn hntrftl I -tnrn Kw K-7-7 rh Pi indinn 37 M37 ex W12 purlir 24 2 Lateral 38 M38 ex W12 purlir 24 2 Lateral 39 M39 ex W12 purlir 24 2 Lateral 40 M40 ex W12 purlir 24 2 Lateral 41 M41 ex W12 purlir 24 2 Lateral 42 M42 ex W12 purliq 24 2 Lateral 43 M43 ex W12 purlir 24 2 Lateral 44 M44 ex W12 purlir 24 1 2 Lateral 45 M45 ex W12 purlir 24 2 Lateral 46 M46 ex W12 purlir 24 2 Lateral 47 M47 ex W12 purlir 24 2 Lateral 48 M48 ex W12 purlir 24 2 Lateral 49 M49 ex W16x31 24 2 Lateral 50 M50 ex W16x31 24 2 Lateral 51 M51 ex W16x31 24 2 Lateral 52 M52 hvac support 3.8 2 Lateral 53 M53 hvac support 4.5 2 Lateral 54 1 M54 hvac support 3.8 2 Lateral 55 M55 hvac support 4.5 2 Lateral 56 M56 new W1204 24 1 1 2 Lateral 57 M57 new W12x14 24 2 Lateral 58 M58 hvac support 1.5 Lateral 59 M59 hvac support 1.5 Lateral Joint Loads and Enforced Displacements Joint Label L D M Direction Ma nitude k k-ft in rad k's^2/ft k's^2*ft No Data to Print ... Member Point Loads Member Label Direction Ma nitude k k-ft Location ft °o No Data to Print ... Member Distributed Loads (BLC 9 : dead) Memher I_ahel niractinn Start Mnnnifi m,.rk/ft F1 End Me nitudenr/f _,tnrt I -ti-m om Gn.1 i ti.,r,rft o%i 1 M53 Y -.115 -.115 0 0 2 M55 Y -.115 -.115 0 0 3 M52 Y -.115 -.115 2.2 6 4 M54 Y -.115 -.115 2.2 6 Member Distributed Loads (BLC 3: BLC 1 Transient Area Loads) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/f Start Location ft %I End Location[ft ° 1 M 14 Y -.09 -.09 3.553e-15 24 2 M 15 Y -.09 -.09 1.721 e-15 24 3 M 16 Y -.09 -.09 4.33e-15 24 4 M17 Y -.045 -.045 4.33e-15 24 5 M 18 Y -.045 -.045 7.05e-15 24 6 M 19 Y -.045 -.045 3.941 e-15 24 7 M20 Y -.09 -.09 2.665e-15 24 8 M21 Y -.09 -.09 1.721 e-15 24 9 M22 Y -.09 -.09 2.554e-15 24 10 M23 Y 1 -.09 -.09 2.554e-15 24 11 M24 Y -_, -.09 -.09 1.776e-15 24 RISA-3D Version 12.0.0 [\...\.. \. Calcs\Roof Framing- RTU 2.r3d] I Page 8 t Y C-9 Company IIRISA Designer Job Number T E c e N o i o a i E s Model Name RTU-2 Member Distributed Loads (BLC 3 : BLC 1 Transient Area Loads) (Continued) Sept 24, 2015 Checked By: Member Label Direction Start Maanituderk/ft.Fl End Maonituderk/f... Start Locationrft.%l End Locationfft.%l 12 M25 Y -.09 -.09 1.776e-15 24 13 M26 Y -.045 -.045 1.776e-15 24 14 M27 Y -.045 -.045 1.776e-15 24 15 M31 Y -.045 -.045 2.609e-15 24 16 M1 Y -.09 -.09 1.776e-15 24 17 M2 Y -.09 -.09 2.609e-15 24 18 1 M3 Y -.09 -.09 2.609e-15 24 19 M4 Y -.06 -.06 2.609e-15 24 20 M5 Y -.06 -.06 1.776e-15 24 21 M6 Y -.06 -.06 1.721e-15 24 22 M7 Y -.09 -.09 2.609e-15 24 23 M8 Y -.09 -.09 1.776e-15 24 24 M9 Y -.09 -.09 2.609e-15 24 25 M 10 Y -.09 -.09 1.721 e-15 24 26 M11 Y -.045 -.045 1.776e-15 24 27 M12 Y -.045 -.045 4.33e-15 24 28 M 13 Y -.09 -.09 1.721 e-15 24 29 M36 Y -.045 -.045 4.33e-15 24 30 M37 Y -.09 -.09 1.721e-15 24 31 M38 Y -.09 -.09 2.609e-15 24 32 M39 Y -.09 -.09 2.554e-15 24 33 M40 Y -.09 -.09 2.609e-15 24 34 M41 Y -.09 -.09 2.609e-15 24 35 M42 Y -.09 -.09 2.554e-15 24 36 M43 Y -.09 -.09 1.721 e-15 24 37 M44 Y -.09 -.09 2.609e-15 24 38 M45 Y -.09 -.09 1.776e-15 24 39 M46 Y -.09 -.09 2.609e-15 24 40 M47 Y -.09 -.09 1.721 e-15 24 41 M48 Y -.045 -.045 1.776e-15 24 42 M56 Y -.045 -.045 3.553e-15 24 43 M57 Y -.045 -.045 8.882e-16 24 Member Distributed Loads (BLC 4 : BLC 2 Transient Area Loads) MPmhPr I ahPI nirPctinn Start Mannituderk/ft-Fl Fnd Mnnnituderk/f_-Start Locationfft_%l End Locationfft-W 1 M14 Y -.15 -.15 3.553e-15 24 2 M 15 Y -.15 -.15 1.721 e-15 24 3 M 16 Y -.15 -.15 4.33e-15 24 4 M 17 Y -.075 -.075 4.33e-15 24 5 M 18 Y -.075 -.075 7.05e-15 24 6 M 19 Y -.075 -.075 3.941 e-15 24 7 M20 Y -.15 -.15 2.665e-15 24 8 M21 Y -.15 -.15 1.721 e-15 24 9 M22 Y -.15 -.15 2.554e-15 24 10 M23 Y -.15 -.15 2.554e-15 24 11 M24 Y -.15 -.15 1.776e-15 24 12 M25 Y -.15 -.15 1.776e-15 24 13 M26 Y -.075 -.075 1.776e-15 24 14 M27 Y -.075 -.075 1.776e-15 24 15 M31 Y -.075 -.075 2.609e-15 24 16 M1 Y -.15 -.15 1.776e-15 24 17 M2 Y -.15 -.15 2.609e-15 24 18 M3 Y -.15 -.15 2.609e-15 24 19 M4 Y -.1 -.1 1.721 e-15 24 20 M5 j'! -.1 -.1 1.776e-15 24 21 M6 _ ITY -.1 -.1 2.609e-15 2.4- RISA-3D Version 12.0.0 !..'a\. \...\...\Calcs\Roof Framing - RTU 2'r3d] c C-10 Company Sept 24, 2015 IRISA Designer Job Number Checked By: TECHNOLOGIES Model Name RTU-2 Member Distributed Loads (BLC 4: BLC 2 Transient Area Loads) (Continued) MPmhPr I ahpl nirPrtinn Ctnrt Mnnniti irlPne/R m Fnti Mnnnih irlcrWf Cf-4 1-finnr$ om Gnr1 1 nnnfinnrff o/ i 22 M7 Y -.15 -.15 2.609e-15 24 23 M8 Y -.15 -.15 1.776e-15 24 24 M9 Y -.15 -.15 2.609e-15 24 25 M 10 Y -.15 -.15 1.721 e-15 24 26 M11 Y -.075 -.075 4.33e-15 24 27 M12 Y -.075 -.075 1.776e-15 24 28 M 13 Y -.15 -.15 1.721 e-15 24 29 M36 Y -.075 -.075 1.776e-15 24 30 M37 Y -.15 -.15 1.721 e-15 24 31 M38 Y -.15 -.15 2.609e-15 24 32 M39 Y -.15 -.15 2.554e-15 24 33 M40 Y -.15 -.15 2.609e-15 24 34 M41 Y -.15 -.15 1.721 e-15 24 35 M42 Y -.15 -.15 2.554e-15 24 36 M43 Y -.15 -.15 2.609e-15 24 37 M44 Y -.15 -.15 2.609e-15 24 38 M45 Y -.15 -.15 2.554e-15 24 39 M46 Y -.15 -.15 2.609e-15 24 40 M47 Y -.15 -.15 1.721 e-15 24 41 M48 Y -.075 -.075 4.33e-15 24 42 M56 Y -.075 -.075 1.776e-15 24 43 M57 Y -.075 -.075 0 24 Member Area Loads (BLC I: dead) Member Area Loads (BLC 2: snow) Plate Surface Loads Plate Label Direction Ma nitude ksf F No Data to Print ... Basic Load Cases RI r nt.,rrintinn rafannry X Corn V hrn 7 (,ro WM Dninf r)icfrik Ar-/ C... F, 1 dead DL -1 4 2 2 snow SL 2 3 BLC 1 Transient Area Loads None 43 4 BLC 2 Transient Area Loads None 43 Moving Loads Tag Pattem Increment... Both Was 1st J...2nd JAM J... 4th J... 5th J... 6th J... 7th J... 8th J... 9th J...10th ... No Data to Print ... RISA-3D Version 12.0.0 ;\-4A... \...\...\... \Calcs\Roof Framing - RTU 2.r3d] Page 10 C-11 v: is Company Sept 24, 2015 IIRISA Designer Job Number Checked By: recNNn�ocles Model Name RTU-2 Load Combinations nPczrrintinn Rn P C RI (:Far RI r. Fnr RI r Fnr RI CGnr RI rF.r RI rFnr RI rF.r RI CF.r Load Combination Design Description ASIF CD ARIF Service Hot Rolled Cnld For___ Wnnd Cnncrete Masnnry Fnntinns Aluminum CnnnPcti 1 1 IBC 16-8 .9 Yes Yes Yes Yes Yes Yes Yes Yes Yes 2 IBC 16-9 Yes Yes Yes Yes Yes Yes Yes Yes Yes 3 IBC 16-10 (a) 1.25 Yes Yes Yes Yes Yes Yes Yes Yes Yes 4 1BC 16-10 (b) 1.15 Yes Yes Yes Yes Yes Yes Yes Yes Yes 5 IBC 16-11 (b) 1.15 Yes I Yes Yes I Yes I Yes Yes Yes Yes Yes Joint Reactions LC Joint Label X [kI Y IRI Z k MX Fk-M MY k-ft MZ k-ft No Data to Print ... Joint Deflections LC Joint Label X finI Yin Z [inl X Rotation [radl Y Rotation [rad] Z Rotation rad No Data to Print ... Story Drift LC Sto Joint(X) X Drift in % of Ht Joint(Y) Y Drift in % of Ht Joint(Z) Z Drift in % of Ht No Data to Print ... Member Section Forces LC Member Label Sec Axial k Shear[kl z Shear k Tor ue k-ft] y-y Mo... z-z Mo... No Data to Print ... Member Section Stresses LC Member Label Sec Axial ksi Shear[ksil z Sheadksil y top Bendin... y bot Bendin..z top Bendin..z bot Bendin... No Data to Print ... Member Torsion Stresses LC Member Label Sec Tor ue k-ftShear[ksil y Waro Shear ... z Warp Shear ... z-Bot Warp B... z-Top Warp B... No Data to Print. I Member Section Deflections LC Member Label Sec x Firil y finjz [inI x Rotate rad n L/y Ratio n L/z Ratio No Data to Print ... ,R PC. RISA-3D Ve1sic, t 12..+.).0 [\...\...\...\...\...\Calcs\Roof Framing - RTU 2.r3d] = + Page 11 C-12 Company Sept 24, 2015 IIRISA Designer Job Number Checked By: r e c e sr o o G r> s Model Name RTU-2 Member Suggested Shares Sactinn SPt/Mamhar Ciireant Shang giinnPQt,-rI Shang (.nntrnIIinn Mcmhcr Hen CnnnccfcrO 1 ex W12 purlin W12x14 W10x12 M1 Yes 2 ex W16x26 W16x26 W12x22 M27 Yes 3 ex W14x22 W16x26 W14x22 M26 Yes 4 ex W16x36 W16x36 W16x26 M33 Yes 5 hvac suDDort L4x4x4 L2x2x4 M53 Yes 6 new W12x14 W12x14 W6x8.5 M57 Yes Member RISC 14th(360-10): ASD Steel Code Checks LC Member Shape UC Max Locffil Shear UC Loc[ft Dir Pnc/om ...Pnt/om ..Mn /o... Mnzz/o... Cb E n No Data to Print ... Material Takeoff MA}Prini Ci.7a pinrne I-thrftl IA1o;nm el 1 Hot Rolled Steel 2 A36 Gr.36 L4x4x4 6 19.6 .1 3 A36 Gr.36 W12x14 38 912 12.9 4 A36 Gr.36 W16x26 11 264 6.9 5 A36 Gr.36 W16x36 2 48 1.7 6 A992 W12x14 2 48 .7 7 Total HR Steel 59 1291.6 22.3 Warning Loa Messa e No Data to Print ... =- -= - x RISA-3D Vc.tsi6n 12.0.0 [1...\...\...\...\...\Calcs\Roof Framing - RTU 2.r3d] - Page 12 C-13 Company Sept 24, 2015 11RISA Designer Job Number Checked By: T E C H N O L 0 4 1 E S Model Name RTU-2 Envelope Joint Reactions Joint X fkl LC Y fkl LC Z rkl LC MX fk-ftl LC MY rk-ftl LC MZ fk-ftl LC 0 ��0 • ' ' : 0�■0�0�■0�0 © �oo�000000000 o ®oo�o■s0000000 © won .: o00000000 o ®oo�oa0000000 o moo . ' • : o00000000 o ®�■o : • : o000000ao o moo : � o00000000 mom■®oo . � 00000aoao m moo • � o00000000 m ®on�0000000ao ® moo • : o00000000 m��®oo � • o000000■0■�0 m �oo�000000000 m ®oo�00000a000 m moo : � o00000000 m ®oo . � 00000a000 m moo • . o00000000 Im ®oo�o■�00000ao m moo®000000000 �m ®oo � : • : o■�■0000000 im■®�oo�000000000 m ®oo�oo�r:��s00000 ® moo . ' •: o00000000 I• ®oo : • : o■�00000■n■o m �oo�oa0000000 'm ®oo�000000000 moo • : o00000000 I� ®oo�000000000 �m moo . ' • : o00000000 'mom■®oo : • : o00000000 moo®000�■�■�■ R•." 4-31.) Version 12.0.0 [ ..A ... \...\...\... \Calcs\Roof Framing RTU 2.r.3d] t . Page 1 C-14 (14 Company Sept 24, 2015 FISA Designer Job Number Checked By: T E c H N o o c I E s Model Name RTU-2 Envelope Joint Displacements Inint X rinl I (. Y rinl 1 r. 7 rinl I (. X Rntntinn I (: Y Rntntinn I (` 7 Rnt.tinn I (` 1 N1 max 0 4 -.209 1 0 1 0 1 0 1-2.205e-3 1 2 min 0 1 -.488 4 0 4 0 1 0 4-5.156e-3 4 3 N2 max 0 1 -.327 1 0 1 0 1 0 1 -3.461 a-3 1 4 min 0 4 -.77 4 0 4 0 1 0 4-8.137e-3 4 5 N3 maxI 0 4 -.293 1 0 1 0 1 0 1 0 1 6 min 0 1 -.686 1 4 0 4 0 1 1 0 4 0 5 7 N4 max 0 1 -.46 1 0 1 0 1 1 0 1 1 0 4 8 min 0 4 -1.082 1 4 0 4 0 1 0 4 0 1 9 N5 max 0 4 0 1 0 1 0 1 0 1 0 1 10 min 0 1 0 4 0 4 0 1 0 1 0 1 11 N6 max 0 1 0 1 0 1 0 1 0 1 0 1 12 min 1 0 4 1 0 4 0 4 1 0 1 0 1 0 1 13 N7 max 0 4 -.287 1 0 1 1 0 1 0 1 6.057e-3 4 14 min 0 1 -.571 4 0 4 0 1 1 0 4 3.046e-3 1 15 N8 max 0 1 -.358 1 0 1 0 1 0 1 8.536e-3 4 16 min i 0 4 -.805 4 0 4 0 1 0 4 1 3.799e-3 1 17 N9 max 0 4 -.402 1 0 1 0 1 0 4 -3.908e-51 1 18 min 0 1 -.801 4 0 4 0 1 0 1 1-4.278e-5 4 19 1 N10 max 0 1 1 -.503 1 0 1 0 1 1 0 4-1.092e-5 1 20 min 0 4 -1.131 4 0 4 1 0 1 0 1-1.461e-5 4 21 N11 max 0 4 -.283 1 0 1 0 1 0 4-3.041e-3 1 22 min 0 1 -.566 4 0 4 0 1 0 1-6.055e-3 4 23 N12 max 0 1 -.357 1 0 1 0 1 0 4-3.799e-3 1 24 min 1 0 4 -.803 4 0 4 0 1 0 1-8.539e-3 4 25 N13 max 0 4 0 1 0 1 0 1 0 1 0 1 26 min 0 1 0 4 0 4 1 0 1 0 1 0 1 27 N14 max 0 1 0 1 0 1 0 1 0 1 1 0 1 28 min 0 4 0 4 0 4 0 1 1 0 1 0 1 29 N15 max 0 4 -.209 1 0 1 0 1 0 4 5.156e-3 4 30 min 0 1 -.488 4 0 4 0 1 0 1 2.205e-3 1 31 N16 max 0 1 -.327 1:. 0 1 0 1 0 4 8.137e-3 4 32 min 0 4 -.77 4 0 4 0 1 0 1 3.461e-3 1 33 N17 max 0 4 -.293 1 0 1 0 1 0 1 1 0 5 34 min 0 1 -.686 4 0 4 0 1 1 0 4 0 4 35 N18 max 0 1 -.46 1 0 1 0 1 1 0 1 0 1 36 min 0 4 -1.082 4 0 4 0 1 0 4 0 5 37 N19 max 1 0 4 -.209 1 0 1 0 1 0 4-2.205e-3 1 38 min 1 0 1 -.488 1 4 0 4 0 1 0 1-5.156e-3 4 39 N20 maxI 0 1 1 -.327 1 0 1 1 0 1 0 4-3.461e-3 1 40 min 0 4 -.77 4 0 4 0 1 0 1-8.137e-3 4 41 N21 max 0 4 0 1 0 4 0 1 1 0 1 1 0 1 42 min 0 1 0 4 0 1 0 1 0 1 1 0 1 43 N22 max 0 1 0 1 0 4 0 1 0 1 1 0 1 44 min 0 4 0 4 0 1 0 1 0 1 1 0 1 45 N23 max 0 4 0 1 0 4 0 1 0 1 0 1 46 min i 0 1 0 4 0 1 0 1 0 1 0 1 47 N24 max 1 0 1 0 1 0 4 0 1 0 1 0 1 48 min ' 0 4 0 4 0 1 0 1 0 1 0 1 49 N25 max 0 4 -.209 1 0 1 0 1 0 1 5.156e-3 4 50 min 0 1 -.488 4 0 4 0 1 1 0 4 2.205e-3 1 51 N26 max 0 1 -.327 1 0 1 0 1 0 1 1 8.137e-3 4 52 min 0 4 -.77 4 0 4 0 1 0 4 3.461e-3 1 53 N27 max 0 4 -.174 1 0 4 4.176e-3 4 0 4 0 1 1 54 min 0 1 -.395 4 0 1 1.837e-3 1 0 1 0 1 51S N28 Imax 0 4 -.226 1 0 1 5.522e-3.4 0 4 0 1 min 0 1 1 -.525 4 0 4 2.38e 3 j-j 0 1 0 1 iSA-3D Version 12.0.0 [\...\...\...\...\...\Caics\Roof Framing:- RTU 2.r3d] C-15 Page 2 Company IRISA Designer Job Number TECHN0L0GIEs Model Name RTU-2 Envelope Joint Displacements (Continued) Sept 24, 2015 Checked By: Joint X fin) LC Y finl LC Z fin) LC X Rotation... LC Y Rotation... LC Z Rotation... LC 7 ' RISA-3D Version 12.0.0 (\...\...\...\...\...\Calcs\Roof Framing - RTU i:V Page 3 C-I 6 57 N29 max 0 4 1 -.226 1 0 1 5.522e-3 4 0 4 0 1 58 min 0 1 -.525 4 0 4 2.38e-3 1 0 1 0 1 59 N30 max 0 4 -.174 1 0 4 4.176e-3 4 0 4 0 1 60 min 0 1 -.395 4 0 1 1.837e-3 1 0 1 0 1 61 N31 max 0 4 0 1 0 4 0 1 0 1 0 1 62 min 0 1 0 4 0 1 0 1 0 1 0 1 63 N32 max 1 0 1 1 0 1 0 1 0 1 1 0 1 1 0 1 64 min 0 4 0 4 0 4 0 1 0 1 0 1 65 N33 max 0 4 0 1 0 1 1 0 1 0 1 0 1 66 min 0 1 0 4 0 4 0 1 0 1 0 1 67 N34 max 0 4 0 1 0 4 0 1 0 1 0 1 68 min 0 1 0 4 0 1 0 1 0 1 0 1 69 N35 max 1 0 4 -.244 1 0 4 0 4 1 0 4 0 1 70 min 1 0 1 1 -.555 4 0 1 0 1 0 1 0 1 71 N36 maxI 0 4 -.318 1 0 1 1 0 1 0 4 0 1 72 min 1 0 1 -.738 4 0 4 0 4 0 1 0 1 73 N37 max 0 4 -.318 1 0 1 0 4 0 4 0 1 74 min 0 1 -.738 4 0 4 0 5 0 1 0 1 75 1 N38 max 0 4 -.244 1 0 4 0 1 1 0 4 0 1 76 min 0 1 -.555 4 0 1 0 4 0 1 0 1 77 N39 max 0 4 1 -.174 1 0 4-1.837e-3 1 0 1 0 1 78 min 1 0 1 -.395 4 0 1-4.176e-3 4 0 4 0 1 79 N40 max 1 0 4 -.226 1 0 1-2.38e-3 1 0 4 0 1 80 min 1 0 1 -.525 4 0 4-5.522e-3 4 0 1 0 1 81 N41 maxI 0 4 -.226 1 0 1-2.38e-3 1 1 0 4 0 1 82 min 0 1 -.525 4 0 4-5.522e-3 4 0 1 0 1 83 N42 max 0 4 1 -.174 1 0 4-1.837e-3 1 0 1 1 0 1 84 min 0 1 -.395 4 0 1-4.176e-3 4 0 4 0 1 85 N43 max 0 4 0 1 0 1 1 0 1 0 1 0 1 86 min 0 1 0 4 0 4 0 1 0 1 0 1 87 N44 max 1 0 4 -.174 1 0 1 0 1 1 0 1 4.176e-3 4 88 min 0 1 -.395 4 0 4 0 1 0 4 1.837e-3 1 89 N45 max 0 4 1 -.244 1 0 1 0 1 0 1 1 0 4 90 min 0 1 -.555 4 0 4 0 1 0 4 0 1 91 N46 max 0 4 -.174 1 0 1 0 1 0 1-1.837e-3 1 92 min 0 1 -.395 4 0 4 0 1 0 4-4.176e-3 4 93 N47 max 0 4 0 1 0 1 0 1 1 0 1 0 1 94 min 0 1 0 4 0 4 0 1 0 1 0 1 95 N48 maxi 0 4 1 -.174 1 0 1 0 1 0 1 1 4.176e-3 4 96 min 0 1 -.395 4 0 4 0 1 0 4 1.837e-3 1 97 N49 max 0 4 -.244 1 0 1 0 1 0 4 0 1 98 min 0 1 -.555 4 0 4 0 1 0 1 0 4 99 N50 max 0 4 -.174 1 0 1 0 1 1 0 4-1.837e-3 1 100 min 0 1 -.395 4 0 4 0 1 0 1-4.176e-3 4 101 N51 maxi 0 4 1 0 1 0 4 0 1 0 1 0 1 102 min 0 1 0 4 1 0 1 0 1 0 1 0 1 103 N52 max 0 4 -.174 1 0 1 0 1 0 1 4.176e-3 4 104 min 0 1 -.395 4 0 4 0 1 0 4 1.837e-3 1 105 N53 max 0 4 -.244 1 0 1 0 1 0 4 0 4 106 min 0 1 -.555 4 0 4 0 1 0 1 0 1 107 N54 max 1 0 4 1 -.174 1 0 1 0 1 1 0 4-1.837e-3 1 108 min 0 1 -.395 4 1 0 4 0 1 0 1-4.176e-3 4 109 N55 max 0 4 0 1 0 1 0 1 0 1 1 0 1 1101 min 0 1 0 4 0 4 0 1 0 1 0 1 111 N56 max 0 4 -.051 1 0 1 1.017e-2 4 0 1 0 1 112 min 0 1 -.124 4 0 4 4.166e-3 1 0 4 0 1 1 113 N57 Imaxi 0 1 1 1 -.326 1 1 0 1 1 7.793e-3 1 4 1 0 1 6.16e-3 4 Company Sept 24, 2015 IRISA Designer Job Number Checked By: T E C H t1 0 L O G E s Model Name RTU-2 Envelope Joint Displacements (Continued) Joint X Finl LC Y [inl LC Z in LC X Rotation... LC Y Rotation... LC Z Rotation... LC 114 min 0 4 -.666 4 0 4 3.229e-3 1 0 4 3.077e-3 1 115 N58 max 0 1 -.458 1 0 1 9.373e-3 4 0 1 -3.791 a-5 1 116 min 0 4 -.915 4 0 4 4.579e-3 1 0 4-4.161e-5 4 117 N59 max 0 4 -.322 1 0 1 7.788e-3 4 0 1-3.072e-3 1 118 min 0 1 -.661 4 0 4 3.224e-3 1 0 4-6.158e-3 4 119 N60 max 0 4 -.325 1 0 1 5.29e-3 4 0 1 0 1 120 min 0 1 -.793 4 0 4 2.168e-3 1 0 4 0 1 121 N61 maxi 0 1 1 -.542 1 0 1 4.444e-3 4 0 1 6.852e-3 4 122 min 0 4 -1.19 4 0 4 1.798e-3 1 0 4 3.287e-3 1 123 N62 max 0 1 -.759 1 0 1 1 5.27e-3 4 0 1-3.005e-5 1 124 min 0 4 -1.543 4 0 4 2.394e-3 1 0 4-3.374e-5 4 125 N63 max 0 4 -.538 1 0 1 4.448e-3 4 0 1-3.284e-3 1 126 min 0 1 -1.185 4 0 4 1.801e-3 1 0 4-6.852e-3 4 127 N64 maxi 0 1 1 -.386 1 0 1 6.53e-3 4 0 1-2.082e-3 1 128 min 0 4 -.783 4 0 4 2.831e-3 1 0 4-4.139e-3 4 129 N65 max 0 1 -.577 1 0 1 3.865e-3 4 0 1-2.216e-3 1 130 min 0 4 -1.226 4 0 4 1.605e-3 1 0 4-4.594e-3 4 131 N66 max 0 4 -.337 1 0 1 0 1 1 0 1 4.696e-3 4 132 min 0 1 -.67 4 0 4 1 0 1 0 4 12.361e-3 1 133 N67 maxi 0 1 1 -.42 1 0 1 0 1 0 1 6.62e-3 4 134 min 0 4 -.944 4 0 4 0 1 0 4 2.946e-3 1 135 N68 max 0 4 -.352 1 0 1 0 1 0 4-2.062e-3 1 136 min 0 1 -.703 4 0 4 0 1 0 1-4.072e-3 4 137 N69 max 0 1 -.442 1 0 1 0 1 0 4-2.54e-3 1 138 min 0 4 -.995 4 0 4 0 1 0 1-5.699e-3 4 139 1 N70 max 1 0 1 -.379 1 1 0 1 1 7.135e-3 1 4 1 0 1 1 4.776e-3 4 140 min 0 4 -.757 4 0 4 3.472e-31 1 1 0 4 2.386e-3 1 141 N71 max 0 1 -.608 1 0 1 4.067e-31 4 1 0 1 5.313e-3 4 142 min 0 4 -1.237 4 0 4 1.844e-3 1 1 1 0 4 2.549e-3 1 RISA-3D Version 12.0.0 [\...\:..\...\...\...\Calcs\Roof. Framing -. F= :' -3d] Page 4 C-17 IIRISCompany Sept 24, 2015 A Designer Job Number Checked By: r e c e N o o c e s Model Name RTU-2 Envelope Member Section Forces Member Sec Axialfkl LC v Shearfkl LC z She... LC Torou._ LC v-v Mnmentrk-ftl 7a MnmPntrk-ftl I C -■®00 • D0�00 1 0 0 0-0®00 • D0000 / � • 0-©®00 D0000 1 0 1 m®0®OD 1 D0000 1 � 1 0 ®-■®00 00�0� 1 � 1 ®-©®00 D0000 1 m-■®OD • D000� 1 0 � m-0®00 • D0000 1 m-■®00■®D0�00 1 0 1 0 m-©®00 D0000 1 0 1 0 m-■®00 1 D0000 1 0 1 ®_■®00 D0000 1 0 1 ®-©®00 D0000 1 0 m-■®00 • D0000 1 0 m_■®00 1 D0�00 1 0 ' � 0 ®-0®00 D0000�■0 • 0 m-■®OD D0000 1 0 0 m-©®00 D0000 1 0 1 0 m-■®00 1 D0000 / 0 1 0 ®-■®00 � • � D0000 1 0 1 0 m-■®00 ' ' � D000� 1 0 ®-©®00 11 D0000 1 0 • 0 m®0®�0 ' • 00000 1 � 1 m-©®00 • D0000 1 0 0 ' . ■■■�®�■o 00000�■o�■■o m-0®00 •1 D000� 1 0 • ' 0 m-■®00■��00000 1 0 1 ■� mom■®oo■�■�o■■io�■o 1 0 a ®■■��■®oo : • oo■oo■�o�■o 'm�©®oo 1 00o n 1 0 o m-�■®00 1 0 1 1 0�■0 • ■�■ RISA-3D Version 12.0.0[\...\...\...\...\...\CaIGs\RoofRTU 2.r3d] Page 5 8 Company Sept 24, 2015 IRISA Designer Job Number Checked By: TECHNOLO-c�Es Model Name RTU-2 Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearfkl LC z She... LC Torou... LC v-v Momentfk-ftl z-z Momentrk-ftl I C -©®00 � • D000� 1 0 1 .1 ��®�■o � • o0000 � o � a mmo®oo � o0000 � o � o -©®OD D0000 1 m��®�■�■ o0000 � o a m-0®00 • 00000 1 .: ��®oo 00000 � ■o � 0 . • �©®oo 00000 � o � o mmo®oo � 00000��o � o m�■�®�■�■ 0000n 1 o��ao m-©®00 D0000 1 m��®oo o�n■oon � o o m-©®00 00000 1 � 1 a mmo®oo � o0000 � o � o m��®oo 000�■o � �o o m-�®00 • 00000 1 0 ■� m-0®00 • • D0000 1 :: ��®oo o■n■000� � o a • �©®oo 00000 � 0 1 a • � ��®oo � 00000��o � ■s m�0®00 G 1 • D0000�-� 1 0 m-©®00 D0000 1 • ' ��®oo o■�000 � o o m-0®00 • 00000 / • : ��®oo 00000 � o 0 ��■r�■®oo 00000 � o � is ��o®oo 00000 � o • ' o ®®o®oo o■�o�o � o � o RISA-3D Version 12.0.0 ... \nA... \...\... \Calcs\Rocs 7iarnting - RTU 2.r3d]',.... Page 6 1 Company Sept 24, 2015 IIRISA Designer Job Number Checked By: Model Name RTU-2 Envelope Member Section Forces (Continued) MPmhar ';Pr. AYialrkl I C v Shonrrkl I (. 7 Rha I r. Tnrnii I r. v-v AAnmuntrlr-Rl - AAnmon}r4_hl I C 114 min 0 1 .355 1 0 1 0 1 0 1 -7.244 4 115 3 m... 0 1 0 1 0 1 0 1 0 1 -4.259 1 116 min 0 1 0 1 0 1 0 1 0 1 -9.659 4 117 4 m... 0 1 -.355 1 0 1 0 1 0 1 -3.194 1 118 min 0 1 -.805 4 0 1 0 1 0 1 -7.244 4 119 5 m••• 0 1 -.71 1 1 0 1 0 1 1 0 1 0 1 120 min 0 1 -1.61 4 0 1 1 0 1 0 1 0 1 121 M13 1 m... 0 1 3.05 4 0 1 1 0 1 0 1 0 1 122 min 0 1 1.25 1 0 1 0 4 0 1 0 1 123 2 m... 0 1 1.525 4 0 1 0 1 0 1 -5.624 1 124 min 0 1 .625 1 0 1 0 4 0 1 -13.724 4 125 3 m••• 0 1 1 0 1 1 0 1 0 1 1 0 1 -7.499 1 126 min 0 1 1 0 1 0 1 0 41 0 1 -18.299 4 127 14 m... 0 1 -.625 1 0 1 1 0 1 1 0 1 -5.624 1 128 1 min 0 1 -1.525 4 0 1 0 4 0 1 -13.724 4 129 15 m.•• 0 1 -1.25 1 0 1 0 1 0 1 0 1 130 min 0 1 -3.05 4 0 1 0 4 0 1 0 1 131 M14 1 m... 0 1 1 3.05 4 1 0 1 0 14 0 11 0 1 132 min 0 1 1.25 11 0 1 0 1 0 1 0 1 133 2 m... 0 1 1.525 4 0 1 0 4 0 1 -5.624 1 134 min 0 1 1 .625 1 0 1 0 1 1 0 1 -13.724 4 135 3 m... 0 1 0 1 0 1 0 41 0 1 -7.499 1 136 min 0 1 0 1 0 1 0 1 0 1 -18.299 4 137 14 m... 0 1 -.625 1 0 1 0 4 0 1 -5.624 1 138 min 0 1 -1.525 4 0 1 0 1 0 1 -13.724 4 139 5 m••• 0 1 -1.25 1 1 0 1 1 0 4 0 1 0 1 140 minj 0 1 -3.05 4 0 1 0 1 0 1 0 1 141 M15 1 m••• 0 1 1 3.05 4 0 1 0 1 1 0 1 0 1 142 min 0 1 1.25 1 0 1 0 1 0 1 0 1 143 2 m... 0 1 1.525 4 0 1 0 1 0 1 -5.624 1 144 min 0 1 .625 1 0 1 0 1 0 1 -13.724 4 145 3 m... 0 1 0 1 1 0 1 0 1 0 1 -7.499 1 146 minj 0 1 0 1 0 1 0 1 0 1 -18.299 4 147 4 m... 0 1 -.625 1 0 1 0 1 0 1 -5.624 1 148 min 0 1 -1.525 4 0 1 0 1 0 1 -13.724 4 149 5 m••• 0 1 -1.25 1 0 1 0 1 0 1 0 1 150 min 0 1 -3.05 4 0 1 0 1 0 1 0 1 151 M16 1 m••• 0 1 1 3.05 41 0 1 0 1 0 1 0 1 152 min 0 1 1.25 1 1 0 1 0 4 0 1 0 1 153 2 m... 0 1 1.525 4 0 1 0 1 1 0 1 -5.624 1 154 min 0 1 .625 1 0 1 0 4 0 1 -13.724 4 155 3 m••• 0 1 0 1 0 1 0 1 0 1 -7.499 1 156 min 0 1 0 1 0 1 0 4 0 1 -18.299 4 157 4 m...1 0 1 1 -.625 1 0 1 0 1 0 1 -5.624 1 158 1 min 0 1 -1.525 4 0 1 0 4 0 1 1 -13.724 4 159 15 m... 0 1 -1.25 1 1 0 1 0 1 1 0 1 0 1 160 min 0 1 -3.05 4 0 1 1 0 4 0 1 0 1 161 M 17 1 m... 0 1 1.61 4 0 1 0 1 0 1 0 1 162 min 0 1 .71 1 0 1 0 1 0 1 0 1 163 2 m... 1 0 1 .805 4 0 1 0 1 0 1 -3.194 1 164 min 0 1 .355 1 0 1 0 1 0 1 1 -7.244 4 165 3 m••• 0 1 0 1 1 0 1 0 1 0 1 -4.259 1 166 min 0 1 0 1 0 1 1 0 1 0 1 -9.659 4 167 4 m... 0 1 -.355 1 0 1 0 1 0 1 -3.194 1 168 1 min 0 1 -.805 4 0 1 0 11 0 1 -7.244 1 4 169 E]E5 m••• 0 1 -.71 1 C 1 0 1 0 1 0 1 1 0 min 0 1 -1.61 141 0 1 0 1 0 111 0 1 1 'RISA-3D Version 12.0.0 Framing - RTU 2.r3d] Page 7 C-20 Company Sept 24, 2015 ARIBA Designer Job Number Checked By: T E C H N O l O G i E S Model Name RTU-2 Envelope Member Section Forces (Continued) Member Sec Axiairkl LC v Shear[k1 LC z She... LC Tor u . LC v-v Moment k-ft z-z Momentrk-ftl LC 171 M18 1 m... 1 0 1 1 1.61 41 0 1 0 1 0 1 0 1 172 min 0 1 .71 11 0 1 0 1 0 1 0 1 173 2 m••• 0 1 .805 4 0 1 0 1 0 1 -3.194 1 174 min 0 1 .355 1 0 1 0 1 0 1 -7.244 4 175 3 m••• 0 1 1 0 1 0 1 0 1 0 1 -4.259 1 176 min 0 1 0 1 0 1 0 1 0 1 -9.659 4 177 4 m... 1 0 1 -.355 1 0 1 1 0 1 0 1 -3.194 1 178 1 min 0 1 -.805 41 0 1 0 1 0 1 -7.244 4 179 15 m••• 0 1 -.71 1 0 1 0 1 0 1 0 1 180 min 0 1 -1.61 4 0 1 0 1 0 1 0 1 181 M19 1 m••• 0 1 1.61 4 0 1 0 1 0 1 0 1 182 min 0 1 .71 1 0 1 0 1 0 1 0 1 183 2 m... 0 1 .805 4 0 1 0 1 0 1 -3.194 1 184 min 0 1 .355 1 0 1 0 1 0 1 -7.244 4 185 3 m••• 0 1 0 1 0 1 0 1 0 1 -4.259 1 186 min 0 1 0 1 0 1 0 1 0 1 -9.659 4 187 4 m••• 0 1 1 -.355 1 0 1 0 1 0 1 -3.194 1 188 min 0 1 -.805 4 0 1 0 1 0 1 -7.244 4 189 5 m••• 0 1 -.71 1 0 1 0 1 1 0 11 0 1 190 1 min 0 1 -1.61 4 0 1 0 1 1 0 11 0 1 191 M20 1 m••• 0 1 3.05 4 0 1 0 1 0 1 0 1 192 min 0 1 1.25 1 0 1 0 1 0 1 0 1 193 12 m... 1 0 1 1.525 4 0 1 0 1 0 1 -5.624 1 194 1 min 0 1 .625 1 0 1 0 1 0 1 -13.724 4 195 13 m••• 0 1 1 0 1 0 1 1 0 1 0 1 -7.499 1 196 min 0 1 0 1 0 1 0 1 0 1 1 -18.299 4 197 4 m••• 0 1 -.625 1 0 1 0 1 0 1 -5.624 1 198 min 0 1 -1.525 4 0 1 0 1 0 1 -13.724 4 199 5 m... 1 0 1 -1.25 1 0 1 0 1 0 1 0 1 200 1 min 0 1 1 -3.05 4 1 0 1 0 1 0 1 0 1 201 M21 1 m••• 0 1 3.05 4 0 1 0 1 0 1 0 1 202 min 0 1 1.25 1 0 1 0 1 0 1 0 1 203 2 m... 0 1 1 1.525 4 0 1 0 1 0 1 -5.624 1 204 min 0 1 .625 1 0 1 1 0 1 0 1 -13.724 4 205 3 m••• 0 1 0 1 0 1 0 1 0 1 -7.499 1 206 min 0 1 0 1 1 0 1 0 1 0 1 -18.299 4 207 4 m••• 0 1 -.625 1 0 1 0 1 0 1 -5.624 1 208 min 0 1 -1.525 4 0 1 0 1 0 1 -13.724 4 209 15 m••• 0 1 -1.25 1 0 1 0 1 0 1 0 1 210 1 min 0 1 -3.05 4 0 1 1 0 1 0 1 0 1 211 M22 1 m••• 0 1 3.05 4 0 1 0 1 0 1 0 1 212 min 0 1 1.25 1 1 0 1 0 1 0 1 0 1 213 12 m••• 0 1 1.525 41 0 1 0 1 0 1 -5.624 1 214 1 min 0 1 .625 1 0 1 0 1 0 1 -13.724 4 215 13 m••• 0 1 0 1 0 1 0 1 0 1 -7.499 1 216 1 min 0 1 0 1 0 1 1 0 1 0 11 -18.299 4 217 14 m••• 0 1 -.625 1 0 1 0 1 0 1 -5.624 1 218 1 min 0 1 -1.525 4 0 1 0 1 0 1 -13.724 4 219 15 m••• 0 1 -1.25 1 1 0 1 0 1 1 0 1 0 1 220 min 0 1 -3.05 41 0 1 0 1 1 0 1 0 1 221 M23 1 m••• 0 1 3.05 41 0 1 0 1 0 1 0 1 222 min 0 1 1.25 11 0 1 1 0 4 0 1 1 0 1 223 2 m••• 0 1 1.525 4 0 1 0 1 0 1 -5.624 1 224 min 0 1 .625 .1 0 1 0 4 0 1 -13.724 4 225 3 m••• 0 1 0 1 0 1 0 1 0 1 -7.499 1 226 min 0 1 1 0 _ 1 0 1 0 4 0 1 -18.299 4 227 14 m... 1 0 1 1 -.67, :. _ 1 0 1 01 1 0 1 -5.624 1 1 RISA-3D Version 12.0.0 ;'\Roof Framing- RTU 2.r3d] Page 8 C-21 Company Sept 24, 2015 11RISA Designer Job Number Checked By: T E c n N a o o E s Model Name RTU-2 Envelope Member Section Forces (Continued) Mamhar Ron AYinirkl I r. v ghaarrkl 1 C 7 Sha I C Tnrni 1 1 C v-v Mnmantrk-ffl 7a Mnmantrk-ffl I r' 228 minI 0 1 -1.525 4 0 1 0 4 0 1 -13.724 4 229 5 m••• 0 1 -1.25 1 0 1 0 1 0 1 0 1 230 min 0 1 -3.05 4 0 1 0 4 0 1 0 1 231 M24 1 m••• 0 1 3.05 4 0 1 0 1 0 1 0 1 232 min 0 1 1.25 1 0 1 0 1 0 1 0 1 233 2 m••• 0 1 1 1.525 4 1 0 1 1 0 1 0 1 -5.624 1 234 mini 0 1 .625 1 0 1 1 0 1 0 1 -13.724 4 235 3 m••• 0 1 0 1 0 1 0 1 1 0 1 -7.499 1 236 min 0 1 0 1 0 1 0 1 0 1 -18.299 4 237 4 m••• 0 1 -.625 1 0 1 0 1 0 1 -5.624 1 238 min 0 1 -1.525 4 0 1 0 1 0 1 -13.724 4 2391 5 m••• 0 1 1 -1.25 1 0 1 0 1 0 1 0 1 240 mini 0 1 -3.05 4 0 1 1 0 1 0 1 0 1 241 M25 1 m••• 0 1 3.05 4 0 1 1 0 141 0 11 0 1 242 min 0 1 1.25 1 0 1 0 11 0 11 0 1 243 2 m••• 0 1 1.525 4 0 1 0 41 0 1 -5.624 1 244 min 0 1 .625 1 0 1 0 1 0 1 -13.724 4 245 1 3 m••• 0 1 1 0 1 0 1 0 4 0 1 -7.499 1 246 mini 0 1 0 1 0 1 0 1 0 1 -18.299 4 247 4 m••• 0 1 -.625 1 1 0 11 1 0 4 0 1 -5.624 1 248 min 0 1 -1.525 41 0 11 1 0 1 0 1 -13.724 4 249 5 m••• 0 1 -1.25 1 0 1 0 41 0 1 0 1 250 min 0 1 -3.05 4 0 1 0 1 0 1 0 1 251 M26 1 m••• 0 1 1 7.247 4 0 1 0 1 0 1 0 1 252 mini 0 1 3.62 1 0 1 0 1 0 1 0 1 253 2 m••• 0 1 6.37 4 0 1 0 1 0 1 -20.441 1 254 min 0 1 3.193 1 1 0 1 1 0 1 0 1 -40.849 4 255 3 m••• 0 1 -.893 1 0 1 0 1 1 0 1 -27.688 1 256 min 0 1 -1.467 4 0 1 0 1 0 1 -54.554 4 257 4 m••• 0 1 1 -3.004 1 0 1 0 1 0 1 -19.302 1 258 Iminj 0 1 -6.127 4 0 1 0 1 0 1 -39.395 4 259 5 m... 1 0 1 -3.43 1 0 1 0 1 0 1 0 1 260 mini 0 1 -7.004 4 1 0 1 1 0 1 0 11 0 1 261 M27 1 m••• 0 1 6.328 4 0 1 0 1 1 0 1 0 1 262 min 0 1 2.728 1 0 1 0 1 0 1 0 1 263 2 m••• 0 1 5.452 4 0 1 0 1 0 1 -15.09 1 264 min 0 1 1 2.302 1 0 1 0 1 0 1 -35.341 4 265 3 m••• 0 1 1.525 4 0 1 0 1 0 1 -20.12 1 266 min 0 1 -1.3 5 1 0 1 0 1 0 1 -47.121 4 267 4 m••• 0 1 -2.302 1 1 0 1 0 1 0 111 -15.09 1 268 min 0 1 -5.452 4 0 11 0 1 1 0 1 -35.341 4 269 5 m••• 0 1 -2.728 1 0 1 0 1 0 1 0 1 270 min 0 1 1 -6.328 4 0 1 0 1 0 1 0 1 271 M28 1 m••• 0 1 9.835 4 0 1 0 1 0 1 0 1 272 min 0 1 4.409 1 0 1 0 1 0 1 1 0 1 273 2 m••• 0 1 9.678 4 0 1 0 1 1 0 1 -25.984 1 274 min 0 1 1 4.252 1 0 1 0 11 1 0 1 -58.541 4 275 3 m••• 0 1 2.669 4 0 1 0 1 0 1 -34.528 1 276 min 0 1 -1.153 1 0 1 0 1 0 1 -77.591 4 277 4 m••• 0 1 -4.178 1 0 1 0 1 0 1 -25.538 1 278 minj 0 1 -9.552 4 0 1 0 1 0 1 -57.781 4 279 5 m.•• 0 1 -4.335 1 1 0 1 0 1 0 1 0 1 280 min 0 1 1 -9.708 41 0 1 0 1 0 1 0 1 281 M29 1 m••• 0 1 9.463 4 0 1 1 0 1 0 1 0 1 282 min 0 1 4.063 1 0 1 0 1 0 1 0 1 283 2 m••• 0 1 ! 9.306 4 0 1 0 1 0 1 -23.909 1 '."5 L2841 1min 0 1 - 3.906 1 .0 1 0 1 0 1 -56.309 4 rZ, RISA-31D Version 12.0.0 [1.:r`. , `;...\...\Calcs\Roof Framing - RTU 2.r3d] Pagc. g '.'F. C-22 Company Sept 24, 2015 1RIS444 Designer Job Number Checked By: TECHNOLOGIES Model Name RTU-2 Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearrkl LC z She... LC Torau... LC v-v Momentfk-ftl ... z-z Momentfk-ftl LC 285 3 m••• 0 1 3.05 41 0 1 0 1 0 1 -31.878 1 286 min 0 1 -1.25 1 1 0 1 0 1 0 1 -75.077 4 287 4 m••• 0 1 -3.906 11 0 1 0 1 0 1 -23.909 1 288 min 0 1 -9.306 4 0 1 0 1 0 1 -56.309 4 289 5 m••• 0 1 -4.063 1 0 1 0 1 0 1 0 1 290 mini 0 1 -9.463 4 0 1 0 1 1 0 1 0 1 291 M30 1 m••• 0 1 9.463 4 0 1 0 1 0 11 0 1 292 min 0 1 4.063 1 0 1 0 1 0 1 0 1 293 2 m••• 0 1 9.306 4 1 0 1 0 1 0 1 -23.909 1 294 min 0 1 3.906 11 0 1 0 1 0 1 -56.309 4 295 3 m••• 0 1 3.05 41 0 1 0 1 0 1 -31.878 1 296 1 mini 0 1 1 -1.25 1 0 1 1 0 11 0 1 -75.077 4 297 4 m... 0 1 -3.906 1 0 1 0 1 0 1 -23.909 1 298 min 0 1 -9.306 4 0 1 i 0 1' 0 1 -56.309 4 299 5 m••• 0 1 -4.063 1 0 1 0 1 1 0 11 0 1 300 min 0 1 -9.463 4 0 1 'i 0 1 0 1 0 1 301 M31 1 m••• 0 1 6.328 4 0 1 0 1 0 1 0 1 302 1 min 0 1 1 2.728 1 1 0 1 1 0 1 0 1 0 1 303 12 m••• 0 1 5.452 4 0 1 0 1 0 1 -15.09 1 304 1 min 0 1 2.302 1 0 1 0 1 0 1 -35.341 4 305 13 m••• 0 1 1.3 5 0 1 0 1 0 1 -20.12 1 306 1 !min 0 1 -1.525 4 0 1 0 1 0 1 -47.121 4 307 14 m••• 0 1 -2.302 1 0 1 0 1 0 1 -15.09 1 308 1 Iminj0 1 1 -5.452 4 1 0 1 0 1 0 1 -35.341 4 309 5 m••• 0 1 -2.728 1 0 1 0 1 0 1 0 1 310 mini 0 1 -6.328 4 0 1 0 1 0 1 0 1 311 M32 1 m... 1 0 1 9.582 4 0 1 0 1 0 1 0 1 312 mini 0 1 4.182 1 0 1 0 1 0 1 0 1 313 2 m••• 0 1 9.366 4 0 1 0 1 0 1 -24.445 1 314 min 0 1 3.966 1 0 1 0 1 0 1 -56.845 4 315 1 3 m••• 0 1 1.25 1 0 1 0 1 0 1 -32.594 1 316 1 min 0 1 -3.05 4 0 1 0 1 0 1 -75.793 4 317 14 m••• 0 1 -3.966 1 0 1 0 1 0 1 -24.445 1 318 1 min 0 1 1 -9.366 4 0 1 0 1 0 1 -56.845 4 319 5 m... 0 1 -4.182 1 0 1 0 1 0 1 0 1 320 min 0 1 -9.582 4 0 1 0 11 0 1 0 1 321 M33 1 m... 0 1 9.582 4 0 1 0 1 0 1 0 1 322 min 0 1 4.182 1 0 1 0 1 0 1 0 1 323 2 m••• 0 1 9.366 4 0 1 0 1 0 1 -24.445 1 324 min 0 1 3.966 1 0 1 0 1 0 1 -56.845 4 325 3 m... 0 1 3.05 4 0 1 0 1 0 1 -32.594 1 326 1 min 0 1 -2.6 5 0 1 0 1 0 1 1 -75.793 4 327 14 m••• 0 1 -3.966 1 1 0 1 0 1 0 1 -24.445 1 328 1 min 0 1 -9.366 41 0 1 0 1 0 1 -56.845 4 329 15 m••• 0 1 -4.182 11 0 1 1 0 1 0 1 0 1 330 1 min 0 1 -9.582 41 0 1 1 0 1 0 1 0 1 331 M34 11 m... 0 1 4.888 4 0 1 1 0 1 0 1 0 1 332 Iminj 0 1 2.188 1 0 1 1 0 1 0 1 0 1 333 2 m••• 0 1 4.732 4 0 1 1 0 1 1 0 1 -12.66 1 334 mini 0 1 2.032 1 0 1 0 1 0 1 -28.86 4 335 3 m... 1 0 1 1.525 4 0 1 0 1 0 1 -16.88 1 336 Iminj 0 1 .625 1 0 1 0 1 0 1 -38.48 4 337 4 m••• 0 1 -2.032 1 0 1 0 1 0 1 -12.66 1 338 min 0 1 -4.732 4 0 1 0 1 0 1 -28.86 4 339 5 m••• 0 1 -2.188 1 0 1 0 1 0 1 0 1 340 min 0 1 -4.888 4 0 1 0 1 0 1 0 1 341 M35 1 m••• 0'_ 4.888 4 0 1 0 1 0 1 0 RISA-3D Version 12.0.0 -A-'A Framing - RTU 2.r3d] Fa 1C� C-23 Company Sept 24, 2015 IIRISA Designer Job Number Checked By: Model Name RTU-2 Envelope Member Section Forces (Continued) Member Sec Axiallkl LC v Shearlkl LC z She... LC Torou... LC v-v Momentfk-ftl ... z-z Momentfk-ftl LC 3421 min 0 1 2.188 1 0 1 0 1 0 1 0 1 343 2 m••• 0 1 4.732 4 0 1 0 1 0 1 -12.66 1 344 min 0 1 2.032 1 0 1 0 1 0 1 -28.86 4 345 3 m••• 0 1 1.525 4 0 1 0 1 0 1 -16.88 1 346 min 0 1 -1.3 5 0 1 0 1 0 1 -38.48 4 347 4 Im ... 1 0 1 1 -2.032 1 1 0 1 1 0 1 1 0 1 -12.66 1 348 min 0 1 -4.732 4 0 1 0 1 0 1 -28.86 4 349 5 m••• 0 1 -2.188 1 0 1 0 1 0 1 0 1 350 min 0 1 -4.888 4 0 1 0 1 0 1 0 1 351 M36 1 m••• 0 1 1.61 4 0 1 0 1 0 1 0 1 352 min 0 1 .71 1 0 1 0 1 0 1 0 1 353 2 Im ... 1 0 1 1 .805 4 1 0 1 1 0 1 1 0 1 -3.194 1 354 min 0 1 .355 1 0 1 0 1 0 1 -7.244 4 355 3 m••• 0 1 0 1 0 1 0 1 0 1 -4.259 1 356 min 0 1 0 1 0 1 0 1 0 1 -9.659 4 357 4 m••• 0 1 -.355 1 0 1 0 1 0 1 -3.194 1 358 min 0 1 -.805 4 0 1 0 1 0 1 -7.244 4 359 1 5 Im ... 1 0 1 1 -.71 1 1 0 1 0 1 1 0 11 0 1 360 min 0 1 -1.61 4 0 1 1 0 1 0 1 0 1 361 M37 1 m••• 0 1 3.05 4 0 1 0 4 0 1 0 1 362 min 0 1 1.25 1 0 1 0 1 0 1 0 1 363 2 m••• 0 1 1.525 4 0 1 0 4 0 1 -5.624 1 364 min 0 1 .625 1 0 1 0 1 0 1 -13.724 4 365 3 Im ... 1 0 1 0 1 1 0 1 0 4 0 1 -7.499 1 366 min 0 1 0 1 0 1 1 0 1 0 1 -18.299 4 367 4 m••• 0 1 1 -.625 1 0 1 0 4 0 1 -5.624 1 368 min 0 1 -1.525 4 0 1 0 1 0 1 -13.724 4 369 5 m••• 0 1 -1.25 1 0 1 0 4 0 1 0 1 370 min 0 1 -3.05 4 0 1 0 11 0 1 0 1 371 M38 1 Im ... 1 0 1 3.05 4 1 0 1 0 1 0 1 0 1 372 min 0 1 1.25 1 1 0 1 0 1 0 11 0 1 373 2 m••• 0 1 1 1.525 4 0 1 0 1 0 1 -5.624 1 374 min 0 1 .625 1 0 1 0 1 0 1 -13.724 4 375 3 m• •• 0 1 0 1 0 1 1 0 1 0 1 -7.499 1 376 min 0 1 0 1 0 1 0 11 1 0 1 -18.299 4 377 4 Im ... 1 0 1 -.625 1 0 1 0 1 0 1 -5.624 1 378 min 0 1 -1.525 4 1 0 1 0 1 0 1 1 -13.724 4 379 5 m••• 0 1 -1.25 11 0 1 0 1 0 1 0 1 380 min 0 1 -3.05 41 0 1 0 1 0 1 0 1 381 M39 1 m••• 0 1 3.05 4 0 1 1 1 0 1 0 1 0 1 382 min 0 1 1.25 1 0 1 0 4 0 1 0 1 383 2 m... 1 0 1 1.525 4 0 1 0 1 1 0 1 -5.624 1 384 min 0 1 .625 1 0 1 0 4 0 1 1 -13.724 4 385 3 m••• 0 1 0 1 0 1 0 1 0 1 -7.499 1 386 min 0 1 0 1 1 0 1 0 4 0 1 -18.299 4 387 4 m••• 0 1 -.625 1 0 1 1 0 1 0 1 -5.624 1 388 min 0 1 -1.525 4 0 1 0 4 0 1 -13.724 4 389 5 Im ... 1 0 1 1 -1.25 1 0 1 0 1 1 0 1 0 1 390 min 0 1 -3.05 4 0 1 0 4 0 1 1 0 1 391 M40 1 m••• 0 1 3.05 4 0 1 0 1 0 1 0 1 392 min 0 1 1.25 1 1 0 1 0 1 0 1 0 1 393 2 m••• 0 1 1.525 4 0 1 1 0 1 0 1 -5.624 1 394 min 0 1 .625 1 0 1 0 1 0 1 -13.724 4 395 3 m... 1 0 1 1 0 1 0 1 1 0 1 1 0 1 -7.499 1 396 1 min .0 1 0 1 0 1 0 1 0 1 1 -18.299 4 13971 4 m•••. ! '} 1 -.625 1 0 1 0 1 1 0 Ill -5.624 1 13981 min,).! 1 -1.525 14 1 0 1 0 1 1 0 Ill -13.724 4 RISA-3D Version L[1...\...\...\...\... \Calcs\Roof Framing - RTU 2.r3d] Page 11 C-24 Company IRISADesigner Job Number TECHN0L0GIEs Model Name RTU-2 Sept 24, 2015 Checked By: Envelope Member Section Forces (Continued) Mamh,-r Gac AYinirkl I C v 14haarrkl 1 r. 7 Shc+ I r. Tnrmi I rt v-v hAnmontne-Hl 7-7 Unmontrk-Rl 1 r 399 5 m... 0 1 -1.25 1 0 1 0 1 0 1 0 1 400 min 0 1 -3.05 4 0 1 0 1 0 1 0 1 401 M41 1 m••• 0 1 3.05 4 0 1 0 4 0 1 0 1 402 min 0 1 1.25 1 0 1 0 1 0 1 0 1 403 2 m••• 0 1 1.525 4 0 1 0 4 0 1 -5.624 1 404 minj 0 1 .625 1 1 0 1 1 0 1 0 1 -13.724 4 405 3 m••. 0 1 0 1 0 1 0 4 0 1 -7.499 1 406 min 0 1 0 1 0 1 0 1 0 1 -18.299 4 407 4 m... 0 1 -.625 1 0 1 0 4 0 1 -5.624 1 408 min 0 1 -1.525 4 0 1 0 1 0 1 -13.724 4 409 5 m••• 0 1 -1.25 1 0 1 0 4 0 1 0 1 410 mini 0 1 -3.05 4 1 0 1 1 0 1 0 11 0 1 411 M42 1 m... 1 0 1 1 3.05 41 0 1 1 0 1 1 0 1 0 1 412 min 0 1 1 1.25 1 0 1 0 4 0 1 0 1 413 2 m••• 0 1 1 1.525 4 0 1 0 1 0 1 -5.624 1 414 min 0 1 .625 1 0 1 0 4 0 1 -13.724 4 415 3 m... 0 1 0 1 0 1 0 1 0 1 -7.499 1 416 min 0 1 0 1 0 1 0 4 0 1 1 -18.299 4 417 4 m... 0 1 -.625 1 0 1 0 1 0 1 -5.624 1 4181 Iminj0 1 -1.525 4 0 1 0 4 0 1 -13.724 4 419 5 m••• 0 1 -1.25 1 0 1 0 1 0 1 0 1 420 min 0 1 -3.05 4 0 1 0 4 0 1 0 1 421 M43 1 m••• 0 1 3.05 4 0 1 0 1 0 1 0 1 422 min 0 1 1.25 1 0 1 0 4 1 0 1 1 0 1 423 12 m... 0 1 1.525 41 0 11 0 1 0 1 -5.624 1 424 1 minj 0 1 .625 1 0 1 0 4 0 1 -13.724 4 425 13 m... 0 1 0 1 0 1 0 1 0 1 -7.499 1 426 1 min 0 1 0 1 0 1 1 0 4 0 1 -18.299 4 427 14 m... 0 1 -.625 1 0 1 0 1 0 1 -5.624 1 428 min 0 1 -1.525 4 0 1 0 14 0 1 1 -13.724 4 429 5 m... 0 1 -1.25 1 0 1 0 1 0 1 0 1 430 min 0 1 -3.05 4 0 1 0 4 0 1 0 1 431 M44 1 m••• 0 1 3.05 4 0 1 0 1 0 1 0 1 432 min 0 1 1.25 1 0 1 1 0 1 0 1 0 1 433 2 m••• 0 1 1.525 4 0 1 0 1 1 0 1 -5.624 1 434 min 0 1 .625 1 0 1 0 1 1 0 1 1 -13.724 4 435 3 m••• 0 1 0 1 0 1 0 1 0 1 -7.499 1 436 min 0 1 0 1 1 0 1 0 1 0 1 -18.299 4 437 4 m••• 0 1 -.625 1 0 1 0 1 0 1 -5.624 1 438 min 0 1 -1.525 4 0 1 1 0 1 0 1 -13.724 4 439 1 5 m... 0 1 -1.25 1 0 1 0 1 0 1 0 1 440 1 min 0 1 1 -3.05 4 0 1 0 1 1 0 1 1 0 1 441 M45 11 m... 0 1 3.05 4 0 1 0 4 0 1 0 1 442 1 min 0 1 1.25 1 0 1 0 1 0 1 0 1 443 12 m••• 0 1 1.525 4 0 1 0 4 0 1 -5.624 1 444 1 min 0 1 .625 1 0 1 0 1 0 1 -13.724 4 445 13 m... 0 1 0 1 0 1 0 4 1 0 1 -7.499 1 446 1 min 0 1 0 1 0 1 0 11 0 1 -18.299 4 447 14 m..: 0 1 -.625 1 0 1 0 4 0 1 -5.624 1 448 1 min 0 1 -1.525 41 0 1 0 1 0 1 -13.724 4 449 15 m.:. 0 1 -1.25 1 0 1 0 4 0 1 0. 1 450 1 min 0 1 -3.05 4 0 1 0 1 0 1 .0. 1 451 M46 1 MO. 0 1 3.05 4 0 1 0 1 0 '1 0: 1 452 m+'n. 0 1 1.25 1 0 1 0 1 1 0 1 0 1 453 2- -mac,'.4 0 1 1.525 4 0 1 0 1 454 1` �`';'4 0 1 .625 1 0 1 0 11 0 1 -" 2,?_ 4 455 3-j T! i O� Ci 1 0 1 0. 1 0 1 1 0 1 mI'4�9 1 RISA-3D Versic;n 12 0.0 [1...V-A... \...\... \Calcs\Roof Framing - RTU 2.r3d] ... 1 ,.. Page 1 Z C-25 "� Company IRISA Designer Job Number T E C H19OL0GIES Model Name RTU-2 Envelope Member Section Forces (Continued) Sept 24, 2015 Checked By: Member Sec Axial[k] LC v Shearrkl LC z She... LC Torau... LC v-v Momentrk-ftl ... z-z Momentrk-ftl LC 4561 Iminj0 1 0 1 1 0 1 1 0 1 0 1 -18.299 4 457 4 m••• 0 1 -.625 1 0 1 0 1 0 1 -5.624 1 458 min 0 1 -1.525 4 0 1 0 1 0 1 -13.724 4 459 5 m••• 0 1 -1.25 1 0 1 0 1 0 1 0 1 460 min 0 1 -3.05 4 0 1 0 1 0 1 0 1 461 M47 1 m••• 0 1 3.05 4 0 1 0 1 0 1 0 1 462 min 0 1 1 1.25 1 0 1 1 0 4 0 11 0 1 463 2 m••• 0 1 1.525 41 0 1 0 1 0 1 -5.624 1 464 min 0 1 .625 1 1 0 1 0 4 0 1 -13.724 4 465 3 m••• 0 1 0 1 0 1 0 1 0 1 -7.499 1 466 min 0 1 0 1 0 1 0 4 0 1 -18.299 4 467 4 m••• 0 1 -.625 1 0 1 0 1 0 1 -5.624 1 468 minj 0 1 -1.525 4 0 1 0 4 0 1 -13.724 4 469 5 m••• 0 1 -1.25 1 0 1 0 1 0 1 0 1 470 min 0 1 -3.05 4 0 1 0 4 0 1 0 1 471 M48 1 m••• 0 1 1.61 4 0 1 0 1 0 1 0 1 472 min 0 1 .71 1 0 1 0 1 0 1 0 1 473 2 m••• 0 1 .805 41 0 1 1 0 1 0 1 -3.194 1 474 Iminj 0 1 .355 1 0 1 0 1 0 1 -7.244 4 475 3 m••• 0 1 0 1 0 1 0 1 0 1 -4.259 1 476 Iminj 0 1 0 1 0 1 0 1 0 1 -9.659 4 477 4 m••• 0 1 -.355 1 0 1 0 1 0 1 -3.194 1 478 min 0 1 -.805 4 0 1 0 1 0 1 -7.244 4 479 5 m••• 0 1 -.71 1 0 1 0 1 0 1 0 1 480 min 0 1 -1.61 41 0 1 0 1 1 0 1 0 1 481 M49 1 m••• 0 1 4.888 4 0 1 0 1 0 1 0 1 482 minj 0 1 2.188 1 0 1 0 1 0 1 1 0 1 483 2 m••• 0 1 4.732 4 0 1 0 1 0 1 -12.66 1 4841 min 0 1 2.032 1 0 1 0 1 0 1 -28.861 4 485 3 m••• 0 1 1 1.525 4 0 1 0 1 0 1 -16.88 1 486 min 0 1 -.625 1 0 1 0 1 0 1 -38.481 4 487 4 m••• 0 1 -2.032 1 1 0 1 0 1 1 0 1 -12.66 1 488 imini 0 1 -4.732 4 0 1 0 1 1 0 1 -28.861 4 489 5 m••• 0 1 -2.188 1 0 1 0 1 0 1 0 1 490 minj 0 1 1 -4.888 4 0 1 0 1 0 1 0 1 491 M50 1 m... 1 0 1 4.888 4 0 1 0 1 0 1 0 1 492 minI 0 1 2.188 1 0 1 0 1 0 1 0 1 493 2 m••• 0 1 4.732 4 1 0 1 0 1 0 1 -12.66 1 494 min 0 1 2.032 1 0 1 1 0 1 0 1 -28.861 4 495 3 m••• 0 1 1.525 4 0 1 1 0 1 0 1 -16.88 1 496 min 0 1 .625 1 0 1 0 1 0 1 -38.481 4 497 4 m••• 0 1 -2.032 1 0 1 0 1 0 1 -12.66 1 498 min 0 1 -4.732 4 0 1 0 1 0 1 1 -28.861 4 499 5 m... 1 0 1 -2.188 1 1 0 1 0 1 0 1 0 1 500 jminj 0 1 -4.888 4 0 1 0 1 0 1 0 1 501 M51 1 m••• 0 1 4.888 4 0 1 0 1 0 1 0 1 502 min 0 1 2.188 1 0 1 0 1 0 1 0 1 503 2 m••• 0 1 4.732 4 0 1 1 0 1 0 1 -12.66 1 504 min 0 1 2.032 1 0 1 0 1 0 1 -28.861 4 505 3 m••• 0 1 1.525 4 0 1 0 1 0 1 1 -16.88 1 506 min 0 1 1 .625 1 1 0 1 0 1 1 1 0 1 -38.481 4 507 4 m••• 0 1 -2.032 1 0 1 0 1 1 0 1 -12.66 1 508 minI 0 1 -4.732 4 0 1 0 1 0 1 -28.861 4 509 5 m••• 0 1 -2.188 1 0 1 0 1 0 1 0 1 510 min 0 1 -4.888 4 0 1 0 1' 0 1 0 1 511 1 M52 1 Im ... 1 0 1 0 1 -.051 4 -.002 1 0 "1 0 1 15121 1 Iminj0 1 1 0 4 1 -.051 1 1 -.003 141 0 .1 _.' 0 1 RISA-3-,s ',A(,r:,ion 12.0.0 n...\.:.\...\...\...\Calcs\Roof Framing - RTU 2.r3d] c' P Page 13 C-26 w Company Sept 24, 2015 IRISA Designer Job Number Checked By: T E C H N O 'L O G I E s Model Name RTU-2 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC v Shearfkl LC z She__ LC Torou._ LC v-v Momentfk-ftl 7-7 Mnmentfk-ftl I C 513 2 m••• 0 1 0 1 -.045 4 -.002 1 -.032 1 -.032 4 514 min 0 1 0 4 -.045 1 -.003 4 -.032 4 -.032 1 515 3 m••• 0 1 0 1 -.039 4 -.002 1 -.06 1 -.06 4 516 min 0 1 0 4 -.039 1 -.003 4 -.06 4 -.06 1 517 4 m••• 0 1 0 1 .042 4 -.002 1 -.067 1 -.067 4 518 min 0 1 0 4 .042 1 1 -.003 4 -.067 4 -.067 1 519 5 m••• 0 1 0 1 .158 4 -.002 1 1 0 1 1 0 1 520 min 0 1 0 4 .158 1' -.003 4 0 1 0 1 521 M53 1 m••• 0 1 0 4 -.274 1 1 .002 4 0 1 0 1 522 1 min 0 1 0 1 -.274 1 0 1 0 1 0 1 523 12 m... 1 0 1 0 4 -.137 4 .002 4 -.163 4 -.163 1 524 1 min 0 1 0 1 -.137 1 0 1 -.163 1 -.163 4 525 13 m••• 0 1 0 1 1 0 1 .002 4 1 -.218 4 1 -.218 1 526 1 min 0 1 0 11 0 1 0 1 -.218 1 -.218 4 527 14 m••• 0 1 0 4 .137 1 .002 4 -.163 4 -.163 1 528 1 min 0 1 0 1 .137 1 0 1 -.163 1 -.163 4 529 15 m... 1 0 1 0 4 .274 4 .002 4 0 1 0 1 530 min 0 1 1 0 1 .274 1 1 0 1 0 1 0 1 531 M54 1 m••• 0 1 0 1 -.051 4 0 1 0 1 0 1 532 min 0 1 0 4 1 -.051 1 -.001 14 0 11 0 1 533 2 m••• 0 1 0 1 -.045 4 0 1 -.032 1 -.032 4 534 min 0 1 0 4 -.045 1 -.001 4 -.032 4 -.032 1 535 3 m... 1 0 1 0 1 -.039 4 0 1 -.06 1 -.06 4 536 minl 0 1 0 4 -.039 1 1,001 4 -.06 4 -.06 1 537 14 m••• 0 1 0 1 .042 4 0 1 -.067 1 -.067 4 538 1 min 0 1 0 4 .042 1 -.001 4 -.067 4 -.067 1 539 15 m••• 0 1 0 1 .158 4 0 11 0 1 0 1 540 1 min 0 1 0 4 .158 1 -.001 4 1 0 11 0 1 541 M55 11 m••• 0 1 0 4 -.274 1 0 4 0 1 0 1 542 1 min 0 1 0 1 -.274 1 0 1 0 1 0 1 543 2 m••• 0 1 0 4 -.137 1 0 4 -.163 4 -.163 1 544 min 0 1 0 1 -.137 1 0 1 -.163 1 -.163 4 545 3 m••• 0 1 0 1 0 1 0 4 -.218 4 -.218 1 546 min 0 1 0 1 0 1 0 1 -.218 1 -.218 4 547 4 m••• 0 1 0 4 .137 1 0 4 -.163 4 -.163 1 548 min 0 1 0 1 .137 1 0 1 -.163 1 -.163 4 549 5 m••• 0 1 0 4 .274 1 0 4 0 1 0 1 550 min 0 1 0 1 .274 1 0 1 0 1 0 1 551 M56 1 m••• 0 1 1.694 4 0 1 0 14 0 1 0 1 552 min 0 1 1 .794 1 1 0 1 0 11 1 0 1 0 1 553 2 m••• 1 0 1 .837 4 0 1 1 0 41 0 1 -3.442 1 554 min 0 1 .387 1 0 1 0 11 0 1 -7.493 4 555 3 m• •• 0 1 -.019 1 0 1 0 41 0 1 -4.483 1 556 min 0 1 -.019 4 0 1 0 1 0 1 -9.883 4 557 14 m... 0 1 1 -.374 1 0 1 0 4 0 1 -3.306 1 558 1 min 0 1 -.824 4 1 0 1 0 1 0 1 1 -7.356 4 559 15 m••• 0 1 -.729 1 0 1 1 1 0 4 0 1 0 1 560 1 min 0 1 -1.629 4 0 1 1 0 1 0 1 0 1 561 M57 11 m••• 0 1 2.066 4 0 1 0 1 0 1 0 1 562 min 0 1 1.166 1 0 1 0 4 0 1 0 1 563 2 m... 0 1 1 .982 4 0 1 0 1 0 1 -4.538 1 564 min 0 1 .532 1 0 1 0 4 0 1 -8.59 4 565 3 m••• 0 1 -.101 1 0 1 0 1 0 1. -5.471 1 566 min -0 1 -.101 4 1 0 1 1 1 0 4 0 1 -10.873 4 567 14 m••• 0 1 -.456 1 0 1 0 1 0 i 1 -3.8 1 568min 0 1 -.906 4 0 11 0 4 0 J 1 -7.851 4 560.1_ .:.' 5 m••• 0 1 -.811 1 0 11 1 0 1 0 '1 0 1 F f ,3D Version 12.0.Q [\...\...\...\...\...\Calcs\Roof Framing - RTU 2.r3dj Page 14 �. C-27, Company Sept 24, 2015 IIIRISAJob Designer Number Checked By: receNorocies Model Name RTU-2 Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearfkl LC z She._ LC Torou— LC v-v Momentfk-ftl _ z-z Momentfk-ftl LC • �©®oo � a � � o00 � o � o • � ��®oo � o � � o00 � o � o RISA-3D Version 12.0.0 [\...\...\...\...\...\Calcs\Roof Framing - RTU 2.r3f" C-28 Page 15 Company Sept 24, 2015 1RISADesigner Job Number Checked By: TECHNOLOGIES Model Name RTU-2 Envelope Member Section Stresses Member Sec Axialrksil .-- v Shenrfksil - z Sh v-Tnnfksil v-Rntfksil ,-Tnnfksil 7-Rr%t 1 M1 1 m... 0 1 1.281 41 0 11 0 1 0 1 0 1 0 1 2 min 0 1 .525 11 0 1 0 1 0 1 0 1 0 1 3 2 m... 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 1 4 min 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 5 3 m••• 0 1 0 1 0 1 14.747 4 -6.043 1 0 1 0 1 6 minj 0 1 0 1 0 1 6.043 1-14.74.7 41 0 1 0 1 7 4 m••• 0 1 -.263 1 0 1 11.06 4 -4.533 11 0 1 0 1 g 1 min 0 1 -.641 14 : 0 1 4.533 1 -11.06 41 0 1 0 1 9 5 m••• 0 1 -.525 11 0 1 0 1 0 1 0 1 0 1 10 min 011 -1.281 4 0 Ill 0 1 0 1 0 1 0 1 11 M2 1 m••• 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 12 minj 0 1 .525 1 0 1 0 11 0 1 0 1 0 1 13 2 m... 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 1 14 min 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 15 13 m••• 0 1 0 1 0 1 14.747 4 1 -6.043 ll 0 1 0 1 16 1 min 0 1 1 0 1 1 0 1 6.043 1-14.747 4 0 1 0 1 17 4 m..• 0 1 -.263 1 0 11 11.06 4 -4.533 1 0 1 0 1 18 1 min 0 1 '' -.641 4 0 1 4.533 1 -11.06 4 0 1 0 1 19 15 m••• 0 1 -.525 1 0 1 0 1 0 1 0 1 0 1 20 min 0 1 i -1.281 4 0 1 0 1 0 11 0 11 0 1 21 M3 1 m••• 0 1 1.281 4 0 1 1 0 1 1 0 1 0 1 0 1 22 min 0 1 .525 1 0 1 0 1 0 1 0 1 0 1 23 2 m..• 0 1 .641 4 0 1 11.06 4 -4.532 1 0 1 0 1 24 min 0 1 .263 1 0 1 4.532 1 -11.06 4 1 0 1 0 1 25 3 m••• 0 1 0 1 0 1 14.746 4 -6.043 1 0 1 0 1 26 min 0 1 0 1 0 1 6.043 1-14.746 4 0 1 0 1 27 4 m... 0 1 -.263 1 0 1 1 11.059 4 1 -4.532 1 0 1 0 1 28 min 0 1 -.641 4 0 1 4.532 1-11.059 4 0 1 0 1 29 5 im ... 1 0 1 -.525 1 0 1 0 1 0 1 0 1 0 1 30 min 0 1 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 31 M4 1 m... 0 1 .882 4 0 1 0 1 0 1 0 1 0 1 32 min 0 1 .377 1 0 1 0 1 0 1 0 1 0 1 33 2 m... 0 1 .44 4 1 0 1 1 7.597 4 1 -3.246 1 0 1 0 1 34 min 0 1 .188 1 0 1 3.246 1 -7.597 4 0 1 0 1 35 3 m... 1 0 1 0 4 0 1 10.121 4 -4.32 1 0 1 0 1 36 mini 0 1 0 11.. 0 1 4.32 1-10.121 4 0 1 0 1 37 4 m... 0 1 -.188 1 0 1 7.586 4 -3.236 11 0 1 0 1 38 min 0 1 -.44 4 0 1 3.236 1 -7.586 4 0 1 0 1 39 5 m... 0 1 -.375 1 0 1 0 1 0 1 0 1 0 1 40 min 0 1 -.879 4 0 1 1 0 1 0 1 1 0 1 1 0 1 41 M5 1 m... 0 1 1.175 4 0 1 0 1 0 1 0 1 0 1 42 min 0 1 .671 111 0 1 0 1 0 1! 0 1 0 1 43 2 m... 1 0 1 .555 4 1 0 1 9.253 4 -4.903 1 0 1 0 1 44 mini 0 1 .303 1 0 1 4.903 1 -9.253 4 0 1 0 1 45 3 m••• 0 1 -.066 4 0 1 11.614 4 -5.813 1 0 1 0 1 46 min 0 1 -.066 1 0 1 5.813 1-11.614 4 0 1 0 Ill 47 4 m... 0 1 -.253 1 0 1 8.333 4 -3.982 1 0 1 0 1 48 min 0 1 -.505 4 0 1 1 3.982 1 -8.333 4 1 0 1 0 1 49 5 m••• 0 1 -.44 1 0 1 0 1 1 0 1 0 1 0 1 50 min 0 1 -.944 4 1 0 1 0 11 0 1 0 1 0 1 51 M6 1 m... 1 0 1 .878 41 0. 1 0 11 0 1 0 1 0 1 52 mini 0 1 374 11 0• 1 0 1 0 1 0 1 0 Ill 53 2 m... 1 0 1 .439 41 0 1 7.579 4 -3.227 1 0 1 54 min 0 1--__ '87 1 0 1 3.227 1 -7.579 4 0 1 55 3 m••• 0 1 __ _} min _0 l-; 1 1 0. 1 10.105 4 -4.303 1 0 1 41., 56 1 4' 1 4.303 1-10.105 4 0 1 RISA-3D Ve rsion 12.0.0 -1 . ',. Valcs\Roof. Ratning RTU 2.r3d] i Page 16R! C-29 RISA Company Sept 24, 2015 Designer IIIJob Number Checked By: TECHNOL0c1Es Model Name RTU-2 Envelope Member Section Stresses (Continued) Mamh,-r Car Axinif ecil it Chanrriecil 7 Ch v-T—r4cil ,-Qmn,ci1 v_T—rLcil M—M= HMO m�©® 0�0000000 000 mmo® 0�0000000 000 m�©® � 0�000 � • Oro � 000 000. 0 000 .. �1■® D0�0 - 0�0 0M0 M�Ma 0l�000 0�0 000 .: �== o .. . oo o . 0 emu M�Ma 0®0000000 000 m��® O�ODOODOi1 000; mmo® � 0�0000000 � 000 mom■■® 0®0000000 000, 000 m��® O�i100�0 0 0M0 MGM= o0000�0 - o 000 m�■■�® � o0000 . � 0�0 � o■a■o MGM= o�000 Oro 000 HMO m�©® � o®000a000 � 000 ��® 0�0000000 0M0 mmo® � 0�0000000 � 000 m��® 0®0�00000 000 aoo�®o � . o � ■■o■o■o mom©® oo0■�0�0 - o 000 :. �■�® o■■a■■o■o■o - a�0 000 MGM= o�000 Oro 000 :: ��® � o■a�0oo��0 � . 0 � 000 •©® o®000a000 000. • m �M= 0 0oo��oao 000 m�0® 0�0�000�0 000 00O m�© 0M0 � o�000��o � . O��000 mom©® D0000�0 - 0 000 • . �== 0 Mo 0�0� o■o■o M�Ma 000 • : �M= 0�000 �.�0 0� emu .. �M= 0®0000000 000 ��®��o�0ooao�■�o Umn ®o® o .. 000a000 000 ���®a■o • : ot�■o�■■oao 000 00"WE0 000 90�©® D0000 0 0 000 . ■ M= 00000�0�0 000 ffm�0® o - • 000 :: 0�0 000 ��® 0�0■0■0�0 :: U�Ml r■ umn • �M= 0 • : 0000000 000 KM�M® 0 • • 000 R00 0M0 ®®o® 0 ..• 000 000 000 ®�M= o • : 000 000 000 M�Ma 0�0o Oro 000 RISA-3D Version 12.0.0 [\...\...\...\...\...\Cafcs\Roof Frans' s 71 7 2.r3d] Page 17 C-3G Company Sept 24, 2015 IIRISA Designer Job Number Checked By: T e c H e o o o e s Model Name RTU-2 Envelope Member Section Stresses (Continued) Member Sec Axialrksil ... v Shearrksil ... z Sh... ... v-Too[ksil ... v-Botrksil ... z-Tonrksil _ z-Bnt 114 min 0 1 .149 1 0 1 2.574 1 -5.838 4 0 1 0 1 115 3 m••• 0 1 0 1 0 1 7.784 4 -3.432 1 0 1 0 1 116 min 0 1 0 1 0 1 3.432 1 -7.784 4 0 1 0 1 117 4 m••• 0 1 -.149 1 0 1 5.838 4 -2.574 1 14. 0 1 0 1 118 min 0 1 -.338 4 0 1 2.574 1 -5.838 0 1 0 1 119 15 m••• 0 1 -.298 1 0 1 0 1 0 1 0 1 0 1 120 1 Imin 0 1 -.676 41 0 11 0 11 0 1 0 1 0 1 121 M13 1 m••• 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 122 min 0 1 .525 1 0 11 0 1 0 1 0 1 0 1 123 12 m••• 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 1 124 1 min 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 125 13 m••• 0 1 1 0 1 0 1 14.747 4 -6.043 ill 0 11 0 1 126 1 min 0 1 0 1 0 1 6.043 1-14.747 141 0 1 0 1 127 14 m••• 0 1 -.263 11 0 1 11.06 4 -4.533 11 0 1 0 1 128 min 0 1 -.641 4 0 1 4.533 1 -11.06 4 0 1 0 1 129 15 m••• 0 1 -.525 1 0 Ill 0 1 0 1 0 1 0 1 130 min 0 1 -1.281 4 0 11 0 1 0 1 0 1 0 1 131 M14 1 m••• 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 132 min 0 1 .525 1 0 1 0 1 0 11 0 1 1 0 1 133 2 m••• 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 1 134 min 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 135 1 3 m••• 0 1 0 1 1 0 1 14.747 4 -6.043 1 0 1 0 1 136 min 0 1 0 1 0 1 1 6.043 1-14.747 4 0 1 0 1 137 14 m••• 0 1 -.263 1 0 1 11.06 4 -4.533 1 0 1 0 1 138 1 min 0 1 -.641 4 0 1 4.533 1 -11.06 4 1 0 1 1 0 1 139 15 m••• 0 1 -.525 1 0 1 0 1 0 1 0 11 0 1 140 1 min 0 1 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 141 M15 1 m••• 0 1 1.281 4 1 0 1 0 1 0 1 0 1 0 1 142 min 0 1 .525 11 0 1 0 11 0 1 0 1 0 1 143 12 m••• 0 1 .641 41 0 1 11.06 4 -4.533 1 0 1 0 1 144 min 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 145 3 Im ... 1 0 1 0 1 0 1 14.747 4 -6.043 1 0 1 0 1 146 min 0 1 1 0 1 0 1 6.043 1-14.747 4 0 1 0 1 147 4 m... 0 1 -.263 1 0 11 11.06 4 -4.533 1 0 1 0 1 148 min 0 1 -.641 4 0 1 4.533 1 1 -11.06 41 0 1 0 1 149 5 m••• 0 1 -.525 1 1 0 1 0 1 0 11 0 1 0 1 150 1 min 0 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 151 M16 1 m... 1 0 1 1.281 4 0 1 0 1 0 1 0 11 0 1 152 min 0 1 .525 1 0 1 0 1 0 1 0 1 0 1 153 2 m••• 0 1 1 .641 4 0 1 1 11.06 4 -4.533 1 0 1 0 1 154 min 0 1 .263 1 0 11 4.533 11 -11.06 4 0 1 0 1 155 3 m••• 0 1 0 1 0 11 14.747 4 -6.043 1 0 1 0 1 156 min 0 1 0 11 0 1 6.043 1-14.747 4 0 1 0 1 157 4 m... 1 0 1 -.263 11 0 1 11.06 4 -4.533 1 0 1 0 1 158 min 0 1 -.641 41 0 1 4.533 1 -11.06 4 0 1 0 1 159 15 m••• 0 1 1 -.525 1 0 1 0 1 1 0 1 0 1 0 1 160 1 min 0 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 161 M17 1 m••• 0 1 .676 4 0 1 1 0 1 0 1 0 1 0 1 162 min 0 1 .298 1 0 1 0 1 0 1 0 1 0 1 163 2 Im ... 1 0 1 .338 4 0 1 5.838 4 -2.574 1 0 1 0 1 164 1 min 0 1 .149 1 1 0 1 2.574 1 -5.838 4 0 1 0 1 165 13 m••• 0 1 0 1 0 1 7.784 4" -3.432 1 0 1 0 1 166 1 min 0 1 1 0 1 0 1 3.432 1 -7.784 ' 4 0 1 0 1 167 4 m••• 0 1 -.149 1 0 1 1 5.838 4-2.574: 1 0 1 0 1 168 min 0 1 -.338 4 0 1 2.574 1: -5.838 '' 4 .1 0 1 0 1 169 5 m... 1 0 1 -.298 1 0 1 0 1 0 1 0 0 1 0 1 170 mini 0 1 -.676 4 0 1 .0 1" 0 1} _= i' 0 1 0 Ill RI-0, - /ersion 12.0.0 [\...\...\...\...\...\Calcs\Roof Framing-RTU.2-.r3d] .,::Page 18 C-31 Company Sept 24, 2015 IRISADesigner Job Number Checked By: receNo�acrEs Model Name RTU-2 Envelope Member Section Stresses (Continued) Mamhar Sac AYialrksil v Ghaarrkail 7 Ch v-Tnnrkcll v-Rntrkcil 7-Tnnrlrcil _Rnf 171 M18 1 m... 0 1 .676 4 0 1 0 1 0 1 0 1 0 1 172 min 0 1 .298 1 0 1 0 1 0 1 0 1 0 1 173 2 m... 0 1 .338 4 0 1 5.838 4 -2.574 1 0 1 0 1 174 min 0 1 .149 1 0 1 2.574 1 -5.838 4 0 1 0 1 175 3 m... 0 1 0 1 0 1 7.784 4 -3.432 1 0 1 0 1 176 mini 0 1 0 1 0 1 3.432 1 -7.784 4 0 1 0 1 177 4 m••• 0 1 -.149 1 0 1 5.838 4-2.5.74 1 0 1 0 1 178 min 0 1 -.338 41 0 1 2.574 1 -5.838 41 0 11 0 1 179 5 m.•• 0 1 -.298 1 0 1 0 1 0 1 0 1 0 1 180 1 min 0 1 -.676 4 0 1 0 1 0 1 0 1 0 1 181 M 19 1 m... 0 1 .676 4 0 1 0 1 0 1 0 1 0 1 182 mini 0 1 .298 1 0 1 0 1 0 1 0 1 0 1 183 2 m••• 0 1 .338 4 0 1 5.838 4 -2.574 1 0 1 0 1 184 min 0 1 .149 1 1 0 11 2.574 1 -5.838 41 0 1 1 0 1 185 3 m••• 0 1 0 1 0 1 7.784 4 -3.432 1 0 1 0 1 186 min 0 1 0 1 0 1 3.432 1 -7.784 4 0 1 0 1 187 4 m••• 0 1 -.149 1 0 1 5.838 4 -2.574 1 0 1 0 1 188 1 mini 0 1 -.338 4 0 1 2.574 1 -5.838 4 0 1 0 1 189 5 m••. 0 1 -.298 1 0 1 0 1 0 1 0 1 0 1 190 min 0 1 -.676 4 0 1 0 1 0 1 0 1 0 1 191 M20 1 m... 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 192 min 0 1 .525 1 0 1 0 1 0 1 0 1 0 1 193 2 m..• 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 1 194 minj 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 195 3 m••• 0 1 0 1 0 1 14.747 4 -6.043 1 0 1 0 1 196 min 0 1 0 1 0 1 6.043 1-14.747 4 0 1 0 1 197 4 m... 0 1 -.263 1 0 1 11.06 4 -4.533 1 0 1 0 1 198 min 0 1 -.641 4 0 1 4.533 1 -11.06 41 0 1 0 1 199 15 m••• 0 1 -.525 1 0 1 0 1 0 1 0 1 0 1 200 mini 0 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 201 M21 1 m... 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 202 min 0 1 .525 1 0 1 0 1 0 1 0 1 0 1 203 2 m••• 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 1111 204 min 0 1 .263 1 0 1 4.533 1 -11.06 4 1 0 1 0 1 205 3 m... 0 1 0 1 0 1 14.747 4 -6.043 11 0 1 0 1 206 1 min 0 1 0 1 0 1 6.043 1-14.747 41 0 1 0 1 207 4 m... 0 1 -.263 1 0 1 11.06 4 -4.533 1 0 1 0 1 208 min 0 1 -.641 4 1 0 1 4.533 1 -11.06 4 0 1 0 1 209 5 m••• 0 1 -.525 1 0 1 0 1 0 1 0 1 0 1 210 min 0 1 -1.281 4 0 1 0 1 1 0 1 0 1 0 1111 211 M22 1 m... 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 212 min 0 1 .525 1 0 1 0 1 0 1 0 1 0 1 213 2 Im ... 1 0 1 1 .641 4 0 1 11.06 4 -4.533 1 1 0 1 0 1 214 Iminj 0 1 .263 1 0 1111 4.533 1 -11.06 4 0 1 0 1 215 3 m-•• 0 1 0 1 0 1 14.747 4 -6.043 1 0 1 0 1 216 min 0 1 0 1 0 1 6.043 1-14.747 4 0 1 0 1111 217 4 m••• 0 1 -.263 1 0 1 11.06 4 -4.533 1 0 1 0 1 218 min 0 1 -.641 4 0 1 4.533 1 -11.06 4 0 1 0 1 219 5 m... 0 1 -.525 1 0 1 0 1 0 1 0 1 0 1 220 min 0 1 -1.281 4 0 1 1 0 1 0 11 0 1 0 1 221 M23 1 m... 0 1 1.281 4 0` 1 0 1 0 1 0 1 0 1 222 min 0 1 .525 1 0.1 1 0 1 1 0 1 0 1 0 1 223 2 m... 0 1 .641 4 0:, 1 11.06 4 -4.533 1 0 1 0 1 224 min 0 1 .263 4; Oo 1 4.533 1 -11.06 4 0 1 0 1 225 3 m••• 0 1 0 it.: 0"'1 1 14.747 4 -6.043 1 0 1 0 1 226 min 0 Ill 0 + OC 1 6.043 1-14.747- 4 0 1 0 1 227 4 m... 0 1 -.263_- -O C` 111 11.06 4. -4.533-111 0 1111 0 IT RISA-3D Version 12.0.0 [\...\...\...\...\... \CalcsT�:naming - RTU 2.r3d] ;iA; ' Page 19 C-32 Company Sept 24, 2015 IIRISA Designer Job Number Checked By: T E c e o o c i E s Model Name RTU-2 Envelope Member Section Stresses (Continued) Member Sec Axialfksil v Shearfksil 7 Sh v-Tnnfksil v-Rntfkcil 7-TnnnfQn 7-Rnt 228 min 0 1 -.641 4 0 1 4.533 1 -11.06 41 0 1 0 1 229 5 m••• 0 1 -.525 1 0 1 0 1 0 1 0 1 0 1 230 min 0 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 231 M24 1 m••• 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 232 min 0 1 .525 1 0 1 0 1 0 1 0 1 0 1 233 2 m... 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 1 234 min 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 235 3 m••• 0 1 0 1 0 1 14.747 4 -6.043 11 0 1 0 1 236 1 min 0 1 0 1 0 1 6.043 1-14.747 4 0 1 0 1 237 14 m... 0 1 -.263 1 0 1 11.06 4 -4.533 1 0 1 0 1 238 1 min 0 1 -.641 4 0 1 4.533 1 -11.06 4 0 1 0 1 239 15 m... 0 1 -.525 1 1 0 1 1 0 11 0 1 0 1 1 0 1 240 1 min 0 1 -1.281 41 0 11 0 1 0 1 0 1 0 1 241 M25 11 m••• 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 242 min 0 1 .525 1 0 1 0 1 0 11 0 1 0 1 243 2 m... 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 1 244 min 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 245 3 m... 0 1 0 1 0 1 14.747 4 -6.043 1 0 1 0 Ill 246 min 0 1 0 1 1 0 1 6.043 1-14.747 4 0 1 0 1 247 14 m... 0 1 -.263 1 0 1 1 11.06 4 1 -4.533 1 1 0 1 0 1 248 min 0 1 -.641 4 0 1 4.533 1 -11.06 4 0 1 0 1 249 5 M... 0 1 -.525 1 0 1 0 1 0 1 0 1 0 1 250 min 0 1 -1.281 4 0 1 0 1 0 1 0 1 1 0 1 251 M26 1 m••• 0 1 1.846 4 0 1 0 1 0 1 0 1 0 1 252 min 0 1 .922 1 0 1 0 1 0 1 0 1 0 1 253 12 m••• 0 1 1.623 4 0 1 1 12.784 4 1 -6.397 1 0 1 0 1 254 1 min 0 1 1 .814 1 1 0 11 6.397 1-12.784 4 0 1 0 1 255 13 m... 0 1 -.228 1 0 1 17.073 4 -8.665 1 0 1 0 1 256 1 min 0 1 -.374 4 0 1 8.665 1-17.073 41 0 1 0 1 257 14 m... 0 1 -.765 1 0 1 12.329 4 -6.041 1 0 1 0 1 258 1 min 0 1 -1.561 4 0 1 6.041 1-12.329 4 0 1 0 1 259 5 m••• 0 1 -.874 1 0 1 0 1 1 0 1 0 1 0 1 260 min 0 1 -1.784 4 1 0 1 1 0 11 0 1 0 1 0 1 261 M27 1 m... 0 1 1.612 4 0 1 0 1 0 1 0 1 0 1 262 1 min 0 1 i .695 1 0 1 0 1 0 1 1 0 1 0 1 263 12 m... 0 11 1.389 41 0 1 11.06 4 -4.723 1 0 1 0 1 264 min 0 1 .586 1 0 1 4.723 1 -11.06 4 0 1 0 1 265 3 m••• 0 1 .389 4 0 1 14.747 4 -6.297 1 0 1 0 1 266 min 0 1 -.331 5 0 1 1 6.297 1-14.747 4 0 1 0 1 267 4 m••• 0 1 -.586 1 0 1 11.06 4 1 -4.723 1 0 1 0 1 268 min 0 1 -1.389 4 0 1 4.723 1 -11.06 4 0 1 0 1 269 15 m... 0 1 1 -.695 1 1 0 1 0 1 0 11 0 1 0 1 270 1 min 0 1 -1.612 4 0 1 0 1 0 1 0 1 0 1 271 M28 11 m••• 0 1 2.506 4 0 1 0 1 0 1 0 1 0 1 272 f min 0 1 1.123 1 0 1 0 1 0 1 0 1 0 1 273 12 m... 0 1 2.466 4 0 1 18.321 4 -8.132 1 0 1 0 1 274 1 min 0 1 1.083 1 0 1 8.132 1-18.321 4 0 1 0 1 275 13 m... 0 1 .68 4 1 0 1 24.283 4-10.806 1 1 0 1 0 1 276 min 0 1 1 -.294 1 0 1 10.806 1-24.283 41 0 1 0 1 277 4 m... 1 0 1 -1.064 1 0 1 18.083 4 -7.992 11 0 1 0 1 278 minj 0 1 -2.434 4 0 111 7.992 1-18.083 41 0 1 0 1 279 5 m••• 0 1 -1.104 1 0- 1 0 1 0 1 0 1 0 1 280 min 0 1 i -2.474 4 0 1 0 1 1 0 1 0 1 1 0 1 281 M29 1 m••. 0 1 2.411 4 1 0 1 0 1 0 1 0 1 0 1 282 min 0 1 1.035 1 0 1 0 1 0 1 0 1 0 1 283 2 m... 0 Ill 2.371 4 0 1 17.622 4 -7.482 1 0 1 0 1 284 mir __ 0 Ill .995 1 0 1 7.482 1-17.622 141 0 1 0 1 RISA-3D Version 12.0.0 [\...\...\...\...\...\Calcs\Roof Framing - RTU 2.r3d] Page 20 C-33 Company IIRISA Designer Job Number TECHNOLOGIES Model Name RTU-2 Envelope Member Section Stresses (Continued) Sept 24, 2015 Checked By: Member Sec Axialfksil ... v Shearfksil ... z Sh...... v-Tonfksil .__ v-Botfksil _.. z-Tonfksil 285 3 m••• 0 1 .777 4 0 1 23.496 4 -9.976 11 0 1 0 1 286 min 0 1 -.318 1 0 11 9.976 1-23.496 4 1 0 1 0 1 287 4 m••• 0 1 -.995 1 0 1 17.622 4 -7.482 1 0 1 0 1 288 min 0 1 -2.371 4 0 1 7.482 1-17.622 4 0 1 0 1 289 5 m••• 0 1 -1.035 1 0 1 0 1 0 1 0 1 0 1 290 mini 0 1 -2.411 4 0 1 0 1 0 Ili 0 1 0 1 291 M30 1 m••• 0 11 2.411 4 1 0 1 0 1 0 1 0 1 1 0 1 292 1 min 0 1 1.035 1 0 1 0 1 0 1 0 1 0 1 293 2 m••• 0 1 2.371 4 0 1 17.622 4 -7.482 1 0 1 0 1 294 min 0 1 .995 1 0 1 7.482 1-17.622 4 0 1 0 1 295 3 m.•• 0 1 .777 4 0 1 23.496 4 -9.976 1 0 1 0 1 296 mini 0 1 -.318 1 0 1 9.976 1-23.496 4 0 1 0 11 297 4 Im ... 0 1 -.995 11 0 1 17.622 4 -7.482 11 0 11 0 1 298 min 0 1 -2.371 4 0 1 7.482 1-17.622 4 0 1 0 1 299 5 m••• 0 1 -1.035 1 0 111 0 1 0 1 0 1 0 1 300 min 0 1 -2.411 4 0 11 0 1 0 1 0 1 0 1 301 M31 1 m••• 0 1 1.612 4 0 1 0 1 0 1 0 1 0 1 302 min 0 1 .695 1 0 1 0 1 0 1 0 1 0 1 303 2 im ... 1 0 1 1.389 4 0 1 11.06 4 1 -4.723 1 0 1 0 1 304 mini 0 1 .586 1 0 1 4.723 1 -11.06 14,, 0 1 0 1 305 3 m••• 0 1 .331 51 0 11 1 14.747 4 -6.297 11 0 11 0 1 306 min 0 1 -.389 4 0 11 6.297 1-14.747 4 0 1 0 1 307 4 m••• 0 1 -.586 1 0 11 11.06 4 -4.723 1 0 1 0 1 308 min 0 1 -1.389 4 0 1 4.723 1 -11.06 4 0 1 0 1 309 5 m••• 0 1 -.695 1 0 1 0 1 0 1 0 1 0 1 310 mini 0 1 -1.612 4 0 1 0 1 0 1 0 1 0 1 311 M32 1 m••• 0 1 2.043 4 0 1 0 11 0 11 0 1 0 1 312 min 0 1 .892 1 1 0 1 0 1 0 1 0 1 0 1 313 12 m••• 0 11 1.997 4 0 11 12.105 4 -5.206 1 0 1 0 1 314 min 0 1 .846 11 0 11 5.206 1-12.105 4 0 1 0 1 315 3 m••• 0 1 .266 1 0 1 16.14 4 -6.941 1 0 1 0 1 316 mini 0 1 -.65 4 0 1 6.941 1 -16.14 4 0 1 0 1 317 4 m... 1 0 1 -.846 1 0 1 12.105 4 1 -5.206 1 0 1 0 1111 318 mini 0 1 -1.997 4 0 1 5.206 1-12.105 41 0 1 0 1 319 5 m••• 0 1 -.892 1 0 1 0 11 0 1 0 1 0 1 320 min 0 1 -2.043 4 0 1 0 1 0 11 0 1 0 1 321 M33 1 m••• 0 1 2.043 4 0 1 0 1 0 11 0 1 0 1 322 min 0 1 .892 1 0 1 0 1 0 1 0 1 0 1 323 2 m••• 0 1 1.997 4 1 0 1 12.105 4 -5.206 1 0 1 0 1 324 min 0 1 .846 1 0 1 5.206 1-12.105 4 0 1 0 1 325 3 m••• 0 1 1 .65 4 0 1 1 16.14 4 1 -6.941 1 0 1 0 1 326 min 0 1 -.554 5 0 1 6.941 1 -16.14 4 0 1 0 1 327 4 m••• 0 1 -.846 1 0 1 12.105 4 -5.206 1 1 0 1 0 1 328 min 0 1 -1.997 4 0 1 5.206 1-12.105 4 0 1 0 1 329 5 m••• 0 1 -.892 1 1 0 1 0 1 0 1 0 1 0 1 330 min 0 1 -2.043 4 0 1 0 1 0 1 0 1 0 1 331 M34 1 m••• 0 1 1 1.245 4 0 11 0 1 0 1 0 1 0 1 332 min 0 1 .558 1 0 1 0 1 0 1 0 1 0 1 333 2 m••• 0 1 1.206 4 0 1 9.032 4 -3.962 1 0 1 0 1 334 min 0 1 .518 1 0 1 3.962 1 -9.032 4 0 1 0 1 335 3 m••• 0 1 .389 4 0 1 12.043 4 -5.283 1 0 1 0 1 336 min 0 1 .159 1 0 1 5.283 1-12.043 4 0 1 0 11 337 4 m••• 0 1 -.518 1 0 1 1 9.032 4 1 -3.962 1 0 1 0 1 338 min 0 1 -1.206 4 0 1 3.962 1 -9.032 4 0 1 0 1 339 5 m••• 0 1 -.558 1 0 1 0 1 0 1 0 1 0 1 3401 min 0 1 -1.245• • 4 0 1 0 1 0 1 0 1 0 1 341 M35 1 m••• 0 1 1.245 •� 4 0 1 0 1 (1 1 0 1 0 1 . RISA-3D Version 12.0.0[\...\...\...\...\...\Ca4cs\Roof Framing - RTU 2.r3d]. Page 21 C-34 Company 1RISADesigner Job Number r e c n N o i o d e s Model Name RTU-2 Envelope Member Section Stresses (Continued) Sept 24, 2015 Checked By: Member Sec Axialrksil __ v Shearrksil z Sh... _. v-Tonrksil _.. v-Botrksil _. z-Tonrksil z-Bot___ 342 min 0 1 .558 1 0 1 0 1 0 1 0 1 0 111 343 2 m... 0 1 1.206 4 0 1 9.032 4 -3.962 1 0 1 0 1 344 min 0 1 .518 1 0 1 3.962 1 -9.032 4 0 1 0 1 345 3 m... 0 1 .389 4 0 1 12.043 4 -5.283 1 0 1 0 1 346 min 0 1 -.331 5 0 1 5.283 1-12.043 4 0 1 0 1 347 1 4 Im... 1 0 1 -.518 11 0 1 9.032 4 -3.962 1 1 0 1 0 1 348 mini 0 1 -1.206 4 0 1 1 3.962 1 -9.032 A. 0 1 0 1 349 5 m... 0 1 -.558 1 0 1 0 11 0 1 0 1 0 ill 350 min 0 1 -1.245 4 0 1 0 1 0 1 0 1 0 1 351 M36 1 m... 0 1 .676 4 0 1 0 1 0 1 0 1 0 1 352 1 min 0 1 .298 1 0 1 0 1 0 11 0 1 0 1 353 12 m... 0 1 .338 4 0 1 5.838 4 -2.574 1 0 1 0 1 354 mini 0 1 .149 1 1 0 1 2.574 1 -5.838 4 0 1 0 1 355 13 m••• 0 11 0 1 0 1 7.784 4 1 -3.432 1 0 1 0 1 356 1 min 0 1 0 1 0 1 3.432 1 -7.784 4 0 1 0 1 357 14 m... 0 1 -.149 1 0 11 5.838 4 -2.574 1 0 1 0 1 358 1 min 0 1 -.338 4 0 1 2.574 1 -5.838 41 0 1 0 1 359 15 m... 0 1 -.298 1 0 1 0 1 0 1 0 1 0 1 360 minj 0 1 -.676 4 0 1 0 1 0 1 0 1 0 1 361 M37 1 m... 0 1 1.281 4 0 1 0 11 0 1 0 1 0 ll 362 min 0 1 .525 1 0 1 0 1 0 1 0 1 0 1 363 2 m... 0 1 .641 41 0 1 11.06 4 -4.533 1 0 1 1 0 1 364 min 0 1 .263 1 0 1 4.533 1 -11.06 14 0 1 0 1 365 3 m... 0 1 0 1 0 11 14.747 4 -6.043 1 0 1 0 1 366 mini 0 1 0 1 0 1 6.043 1-14.747 4 0 1 0 1 367 4 m••• 0 1 -.263 1 0 1 11.06 4 -4.533 1 0 1 0 1 368 1 min 0 1 -.641 4 0 1 4.533 1 -11.06 4 0 1 0 1 369 15 m... 0 1 1 -.525 1 1 0 1 0 1 0 1 1 0 1 0 1 370 1 min 0 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 371 M38 1 1 m... 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 372 min 0 1 .525 1 0 1 0 1 0 1 0 1 0 1 373 2 m... 0 1 .641 4 0 11 11.06 4 -4.533 1 0 1 1 0 1 374 min 0 1 .263 1 0 1 4.533 1 -11.06 14 0 1 0 Ill 375 3 m... 0 1 1 0 1 1 0 1 14.747 4 -6.043 1 0 1 0 1 376 min 0 1 0 1 0 1 6.043 1-14.747 4 0 1 0 1 377 4 m... 0 1 -.263 1 0 1 11.06 4 -4.533 1 0 1 0 1 378 min 0 1 -.641 40 1 4.533 1 -11.06 4 0 1 0 1 379 5 m... 0 1 -.525 1 0 1 1 0 1 0 1 1 0 1 0 1 380 min 0 1 -1.281 4 0 11 0 1 1 0 1 0 1 1 0 1 381 M39 1 m... 0 11 1.281 4 1 0 1 0 1 0 1 0 1 0 1 382 min 0 1 .525 1 0 1 0 1 0 1 0 1 0 1 383 12 m... 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 1 384 Iminj 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 385 3 m... 0 1 0 1 0 1 14.747 4 -6.043 1 0 1 0 1 386 min 0 1 0 1 0 1 1 6.043 1-14.747 4 0 1 0 11 387 4 m••• 0 1 -.263 1 0 1 11.06 4 -4.533 1 0 1 0 1 388 min 0 1 -.641 4 0 1 4.533 1 -11.06 4 0 1 0 1 389 5 m... 0 1 -.525 1 0 1 0 1 0 1 0 1 0 1 390 1 min 0 1 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 391 M40 1 m... 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 392 min 0 1 .525 1 0 1 0 1 0 1 0 1 0 1 393 12 m•.• 0 1 .641 4 0 1 11.06 4 1 -4.533 1 0 1 0 1 394 min 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 395 3 m... 0 1 0 1 0 1 1 14.747 4 -6.043 1 1 0 1 0 1 396 min 0 1 0 1 0 1 6.043 1-14.747 4 0 1 0 1 397 4 m... 0 1 -.263 11 0 Ill 11.06 4 -4.533 11 1 0 11 0 1 398 mini 0 1 -.641 0 Ill 4.533 LL -11.06 4,L'# 0 Ill 0 1 ---Aj RISA-36•'.'ersion 12.0.0 R... \...\...\...\... \Calcs\Roof o6f .=t,,r, Paae 22 Framina - RTU 2.r3d1 .C-35 -j Company Sept 24, 2015 SADesigner IIIRIJob Number Checked By: �ECNtYOLOGIES Model Name RTU-2 Envelope Member Section Stresses (Continued) MemhPr RPc AYinlfksil v Rhpnrrksil 7 Rh v-Tnnfkcil v-Rntfkcil 7-Tnnrkci1 7-Rnt 399 5 m••• 0 1 -.525 11 011 0 1 0 1 0 1 0 1 400 min 0 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 401 M41 1 m••• 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 402 min 0 1 .525 1 0 1 0 1 0 1 0 1 0 1 403 2 m••• 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 1 404 1 mini 0 1 .263 1 0 1 4.533 1 -11.06 4 0 11 0 ill 405 3 m••• 0 1 0 1 1 0 1 14.747 4 -6.043 1 0 1 0 111 406 min 0 11 0 1 0 11 6.043 1-14.747 41 0 1 0 1 407 4 m••• 0 1 -.263 1 0 1 11.06 4 -4.533 11 0 1 0 1 408 min 0 1 -.641 4 0 1 4.533 1 -11.06 41 0 1 0 1 409 5 m••• 0 1 -.525 1 0 1 0 1 0 11 0 1 0 1 410 minj 0 1 -1.281 4 0 1 0 1 0 11 0 1 0 1 411 M42 1 m••• 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 412 min 0 1 .525 11 0 1 1 0 1 0 1 0 1 0 1 413 2 m••• 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 11 414 1 min 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 415 3 m••• 0 1 0 1 0 1 14.747 4 -6.043 1 1 0 1 0 1 416 1 mini 0 1 0 1 0 1 6.043 1-14.747 41 0 1 0 1 417 4 m••• 0 1 -.263 1 0 1 11.06 4 -4.533 1 0 1 0 1 418 min 0 1 -.641 4 0 1 1 4.533 1 -11.06 4 0 1 0 1 419 5 m••• 0 1 -.525 1 0 1 0 1 0 1 0 1 0 11 420 min 0 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 421 M43 1 m••• 0 1 1.281 4 0 1 0 11 0 1 0 1 0 1 422 imini 0 1 .525 1 0 1 0 1 0 1 1 0 1 0 1 423 2 m••• 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 1 424 min 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 425 3 m••• 0 11 0 1 0 11 14.747 4 -6.043 1 0 1 0 1 426 min 0 1 0 1 0 1 6.043 1-14.747 4 0 1 0 1 427 4 m••• 0 1 -.263 1 0 1 11.06 4 -4.533 1 0 1 0 1 428 min 0 1 -.641 41 0 1 4.533 1 -11.06 4 0 1 0 1 429 5 m••• 0 1 -.525 1 0 1 0 1 0 1 0 1 0 1 430 min 0 1 -1.281 4 0 1 0 1 0 11 0 1 1 0 1 431 M44 1 m••• 0 1 1 1.281 4 0 1 0 1 0 1 0 1 0 1 432 min 0 1 .525 1 0 1 0 1 1 0 1 0 1 0 1 433 2 m••• 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 0 1 434 minj 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 435 3 m••• 0 1 0 1 1 0 1 14.747 4 -6.043 1 0 1 0 1111 436 min 0 1 0 11 0 1 6.043 1-14.747 41 0 1 0 1 437 4 m••• 0 1 -.263 11 0 1 11.06 4 -4.533 11 0 1 0 1 438 min 0 1 -.641 4 0 1 4.533 1 -11.06 41 0 1 0 1 439 5 m••• 0 1 -.525 1 0 1 0 1 0 1 0 1 0 1 440 min 0 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 441 M45 1 m••• 0 1 1.281 4 0 1 0 1 0 1 0 1 1 0 1 442 min 0 1 .525 1 0 1 0 1 0 1 0 11 0 1 443 2 m•.• 0 1 .641 4 1 0 1 11.06 4 -4.533 1 0 1 0 1 444 min 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 0 1 445 3 m••• 0 1 0 1 0 11 1 14.747 4 -6.043 1 0 1 0 1 446 min 0 1 0 1 0 11 6.043 1-14.747 4 0 1 0 1 447 4 m••• 0 1 -.263 1 0 1 11.06 4 -4.533 1 0 1 0 1 448 min 0 1 -.641 4 0 1 4.533 1 -11.06 4 0 1 0 1 449 5 m••• 0 1 -.525 1 1 0 1 0 1 0 1 0 1 0 1 450 min 0 1 1 -1.281 4 0 1 0 1 0 1 0 1 0 1 451 M46 1 m••• 0 1 1.281 4 0 1 0 1 0 1 0 1 0 1 452 1 mini 0 1 .525 1 0 1 0 1. 0 1 0 1 0 1 453 2 m••• 0 1 .641 4 0 1 11.06 4 -4.533 1 0 1 454 min 0 1 .263 1 0 1 4.533 1 -11.06 4 0 1 HOI 455 3 m... 0 1 0 ILO 1 14.747 4! -6.043 1 0 1 RISA-3D Version 12.0.0 [\...\...\...\...\...\Calcs\Roof Framing - RTU 2.r3d] Page 23 C-36 "id Company IRISA Designer Job Number TECHN01.000ES Model Name RTU-2 Envelope Member Section Stresses (Continued) Sept 24, 2015 Checked By: Member Sec Axialfksil ... v Shearfksil ... z Sh... ... v-Toofksil ... v-Botfksil ... z-Toofksil ... z-Bot.._.. rm�■® o0000 • ' o ' ' a am EM-a® amn ' : �== o�aoo HMO EMS©® 0®0000000 HMO ' . � �■® � o�aooao■s■o � o00 ��0® o�a000000 HMO ' . �■® � o®�00000 � o00 EMS©® 0 . ' aoo ago HMO m�■® 0 ��0 a HMO EMS©® 00000�a . ' o o00 ' .. �■® � o0000 . � ' o�a■■��000 EM�a® HMO ' a �== oIllial-Ima0000 mumn ' : 0® 0 a000000 HMO ��■® 0 • : 0000000 HMO URA©® o�aoo :: ago o00 mn�■® mu ' • 000�o URA©® D0000 : ' ago HMO ��■® 000�■o■ ■o�a� HMO MGM= pool au ■== o�aoo�o :: a o00 EM�©® o •: o000000 o00 m ' • o® o�a000000 o00 ��■®a■o�a000000 � o00 ��■® o�■o■o■o • . o a� o00 EMS©® o : • aoo ago 000' ' : tea® o�000 a • . o o00 ' : • �Ma o�0000000 o00 'M■■■ = o�a0000■■o oi■oi l nz o�a000000 o00 ' • �■®�■■0�000■a■0■n�■� HMO ml�■® o�000 • . o a o00 EMS©® o : • aoo a o ama ' • • �■® 0�Hoo o a o00 M�Mz o�000 a • . o00 ' • : �M= 0 . aoo • . 0 HMO ' • • �Mz HMO w �M= HMO �®o® � o�a000000 � o00 MR�■® o�000�s000 o00 FMB©® o . aoo a • • o o00 ��■® o�or�o • . o a o00 ��©® 0 : • aoo ago HMO . �■®o■o■�o■o■o�o nma MR�a® o�aoo a •. ■ o00 : ■■i■®■■■■o • aoo • . a a H=H • �©® � o�00000ao � o00 ®�■® o�aoa0000■ o00 �®o® � o00 � . as®moo■ � o00 �■® � o00 � . o � � o � 000. RISA-3D Version 12.0.0 n...\...\...\...\...\Calcs\Roof Framing - RTU 2.t'N;: C: ,, C-37 Page 24 Company 11ROSA Designer Job Number T E c H N o L o c I E s Model Name RTU-2 Envelope Member Section Stresses (Continued) Sept 24, 2015 Checked By: Member Sec Axialfksil ... v Shearfksil ... z Sh... ... v-Too[ksil ... v-Botfksil ... z-Toorksil ... z-Bot..-.. 5131 2 m••• 0 1 0 1 -.054 4 .221 1 -.221 4 -.455 1 .5 4 514 min 0 1 0 1 -.054 1 .221 4 -.221 1 -.455 4 .5 1 515 3 m••• 0 1 0 1 -.046 4 .412 1 -.412 4 -.851 1 .936 4 516 min 0 1 0 1 -.046 1 .412 4 -.412 1 -.851 4 .936 1 517 4 m••• 0 1 0 1 .051 4 .459 1 -.459 4 -.947 1 1.04 4 518 mini 0 1 0 1 .051 1 .459 4 -.459 1 -.947 4 1.04 1 519 5 m••• 0 11 0 11.189 41 0 1 0 11 0 11 0 1 520 min 0 1 0 1 .189 1 0 1 0 1 0 11 0 1 521 M53 1 m••• 0 1 0 1 -.328 1 0 1 0 1 0 1 0 1 522 min 0 1 0 1 -.328 1 0 1 0 1 0 1 0 1 523 2 m••• 0 1 0 1 -.164 4 1.114 4 -1.114 1 -2.3 4 2.528 1 524 1 Imin 0 1 0 1 -.164 1 1.114 1 -1.114 4 -2.3 1 2.528 4 525 3 m••• 0 1 0 11 0 1 1.485 4 -1.485 1 -3.066 4 3.37 1 526 min 0 1 0 1 0 1 1.485 1 -1.485 4 -3.066 1 3.37 4 527 4 m••• 0 11 0 1 .164 11 1.114 4 -1.114 1 -2.3 412.528 1 528 min 0 1 0 1 .164 1 1.114 1 -1.114 4 -2.3 1 2.528 4 529 5 m... 1 0 1 0 1 .328 4 0 1 0 1 0 1 0 1 530 min 0 1 0 1 .328 1 0 1 0 1 0 1 0 1 531 M54 1 m••• 0 1 0 1 -.061 4 0 1 0 1 0 1 0 1 532 min 0 1 0 1 -.061 1 0 1 0 1 0 1 0 1 533 2 m••• 0 1 0 1 -.054 4 .221 1 -.221 4 -.455 1 .5 4 534 min 0 11 0 1 -.054 1 .221 4 -.221 1 -.455 4 .5 1 535 3 im ... 1 0 1 0 1 -.046 4 .412 1 -.412 4 -.851 1 .936 4 536 min 0 1 0 1 -.046 1 .412 4 -.412 1 -.851 4 .936 1 537 4 m••• 0 1 0 1 .051 4 .459 1 -.459 4 -.947 1 1.04 4 538 min 0 1 0 1 .051 1 .459 4 -.459 1 -.947 4 1.04 1 5391 5 m••• 0 1 0 1 .189 4 0 1 0 1 0 1 0 1 540 min 0 1 0 1 .189 1 0 1 0 1 0 1 0 1 541 M55 1 im ... 1 0 11 0 1 -.328 11 0 1 1 0 1 1 0 ll 0 1 542 min 0 11 0 11,32811 0 1 0 1 0 1 0 1 543 2 m••• 0 1 0 1 -.164 1 1.114 4 -1.114 1 -2.3 2.528 1 544 min 0 1 0 1 -.164 1 1.114 1 -1.114 4 .4 -2.3 1 2.528 4 545 3 m••• 0 1 0 1 0 1 1.485 4 -1.485 1 -3.066 4 3.37 1 546 min 0 1 0 1 0 1 1.485 1 -1.485 4 -3.066 1 3.37 4 547 1 4 im ... 1 0 1 0 1 .164 1 1.114 4 1 -1.114 1 1 -2.3 4 2.528111 548 min 0 11 0 1 1.16411 1 1.114 1 -1.114 4 -2.3 1 2.528 4 549 5 m••• 0 1 0 1 .328 1 0 1 0 1 0 1 0 1 550 min 0 1 0 1 .328 1 0 1 0 1 0 1 0 1 551 M56 1 m••• 0 1 .712 4 0 1 0 1 0 1 0 1 0 1 552 min 0 1 .333 1 0 1 0 1 0 1 0 1 0 1 553 2 m... 1 0 1 .352 4 0 1 6.038 4 -2.774 1 0 1 0 Ill 554 minj 0 1 .163 1 1 0 1 1 2.774 1 1 -6.038 4 1 0 1 0 1 555 3 m••• 0 1 -.008 1 0 11 7.965 4 -3.613 1 0 1 0 1 556 min 0 1 1 -.008 4 0 1 3.613 1 -7.965 4 0 1 0 1 557 4 m••• 0 1 -.157 1 0 1 5.928 4 -2.664 1 0 1 0 1 558 min 0 1 -.346 4 0 1 2.664 1 -5.928 4 0 1 0 1 559 1 5 m••• 0 1 -.306 1 0 1 0 1 0 1 0 1 0 1 560 min 0 1 -.684 4 1 0 1 0 1 0 1 0 1 0 1 561 M57 1 m••• 0 1 .868 41 0 11 1 0 1 1 0 1 1 0 1 0 1 562 min 0 1 .49 1 0 Ill 0 11 0 1 0 1 0 1 563 2 m••• 0 1 .413 4 0 1 6.922 4 -3.657 1 0 1 0 1 564 min 0 1 .224 1 0 1 3.657 1 -6.922 4 0 1 1 0 1 565 3 m... 1 0 1 -.042 1 0 1 8.762 4 -4.409 1 0 1 0 1 566 min 0 1 -.042 4 0 1 4.409 1 -8.762 4 0 1 0 1 567 4 m••• 0 1 -.192 11 0 1 6.327 4 -3.062 1 1 0 1 0 1 568 min 0 1 -.381 14 0 Ill 3.062 Ill -6.327 41 0 1 0 1 569 5 m••• 0 Ill -.341 11 0 Ill 0 Ill 0 11 1 0 1 RISA-3D Version 12.0.0 [\...\...\...\...\...\Calcs\Roof Framing - RT.0 2.r3d] Page 25 C-38 Company Sept 24, 2015 11RISA Designer Job Number Checked By: r e n N a L o c i e s Model Name RTU-2 Envelope Member Section Stresses (Continued) MemhPr SPc Axialfksil v Ohparfk-,il 7 Sh v-Tnnfk-il v-Rntfk-il 7-Tnnfksil 7-Rnt ���® � o�00000ao � o�■o ®��® � o00 � � . oa000 � o■�o ®�©® � o0000 � � • o � � • o � : ono ���® � o0000 � � • o � � • o � : ono. HMO 0EM0 ��©® � o0000 � � • o � � • o � : ono :. ��® � o0000 � � • o � � • o � : ono - oamo •©® o00 . o0000 o00 • M �M= HMO RISA-3D Version 12.0.0 ,. n...\...\...\...\...\Calcs\Roof Framiiig - RTU 2.r3d] Page 26 C-39 Company Sept 24, 2015 IRISADesigner Job Number Checked By: T E C H N O L 0 6 1 E s Model Name RTU-2 Envelope Member Section Deflections Member Sec x finl LC v [inl LC z Finl LC x Rotate fr... LC n L/v Ratio LC n L/z Ratio LC 1 M1 1 Imax 0 1 -.209 1 0 1-2.205e-3 1 NC 1 NC 1 2 min 0 1 -.488 4 0 1-5.156e-3 4 NC 1 NC 1 3 2 max 0 1 -.508 1 0 1-2.519e-3 1 1068.61 1 NC 1 4 min 0 1 -1.216 4 0 1 -5.901 a-3 4 437.928 4 NC 1 5 3 max 0 1 -.646 1 0 1-2.833e-3 1 761.385 1 NC 1 6 min 0 1 -1.552 4 0 1-6.647e-3 4 312.023 4 1 NC 1 7 4 Imax 0 1 -.567 1 0 1-3.147e-3 1 1 1068.61 1 NC 1 8 min 0 1 -1.357 4 0 1-7.392e-3 4 437.928 4 NC 1 9 5 max 0 1 -.327 1 0 1 -3.461 e-3 1 NC 1 NC 1 10 min 0 1 -.77 4 0 1-8.137e-3 4 NC 1 NC 1 11 M2 1 max 0 1 1 -.293 1 0 1 0 1 NC 1 NC 1 12 min 0 1 1 -.686 4 0 1 0 1 NC 1 NC 1 13 2 max 0 1 -.605 1 0 1 0 1 1068.61 1 NC 1 14 1 min 0 1 -1.443 4 0 1 1 0 1 437.9281 4 NC 1 15 3 max 0 1 -.755 1 0 1 0 1 761.385 1 NC 1 16 min 0 1 -1.807 4 0 1 0 1 312.023 4 NC 1 17 4 max 0 1 -.688 1 0 1 0 1 1068.61 1 NC 1 18 min 0 1 1 -1.64 1 4 0 1 0 1 437.928 4 NC 1 19 5 max 0 1 -.46 1 0 1 0 1 NC 1 NC 1 20 min 0 1 -1.082 4 0 1 0 1 NC 1 NC 1 21 M3 1 1 max 0 1 0 1 0 1 1 0 1 1 NC 1 NC 1 22 min 0 1 0 1 0 1 0 1 NC 1 NC 1 23 2 max 0 1 -.272 1 0 1 0 1 1057.471 1 NC 1 24 min 0 1 -.665 4 0 1 0 1 433.363 4 NC 1 25 3 max 0 1 -.381 1 0 1 0 1 756.139 1 NC 1 26 min 0 1 -.929 4 0 1 0 1 309.874 4 NC 1 27 4 max 0 1 -.271 1 0 1 0 1 1063.454 1 NC 1 28 1 min 0 1 1 -.661 4 0 1 1 0 1 1 435.814 4 1 NC 1 29 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 30 min 0 1 0 1 0 1 0 1 NC 1 NC 1 31 M4 1 max 0 1 -.287 1 0 1 6.057e-3 4 NC 1 NC 1 32 min 0 1 -.571 4 0 1 3.046e-3 1 NC 1 NC 1 33 2 max 0 1 -.5 1 0 1 6.677e-3 4 1478.204 1 NC 1 34 min 0 1 -1.086 4 0 1 3.234e-3 1 1 631.232 4 NC 1 35 3 Imax 0 1 1 -.595 1 0 1 7.296e-3 4 1057.487 1 NC 1 36 min 0 1 -1.326 4 0 1 3.422e-3 1 451.445 4 NC 1 37 4 max 0 1 -.534 1 0 1 7.916e-3 4 1487.905 1 NC 1 38 min 0 1 -1.2 4 0 1 3.61e-3 1 635.031 4 NC 1 39 5 max 0 1 -.358 1 0 1 1 8.536e-3 4 NC 1 NC 1 40 min 0 1 -.805 ' 4 0 1 3.799e-3 1 I NC 1 NC 1 41 M5 1 I max 0 1 1 -.402 1 0 1-3.908e-5 1 NC 1 NC 1 42 min 0 1 -.801 4 0 1-4.278e-5 4 NC 1 NC 1 43 1 2 max 0 1 -.701 1 0 1-3.204e-5 1 1052.151 1 NC 1 44 min 0 1 -1.419 4 0 1-3.574e-5 4 538.167 4 NC 1 45 3 max 0 1 -.824 1 0 1 1 -2.5e-5 1 774.844 1 NC 1 46 min 0 1 -1.703 4 0 1-2.87e-5 4 390.614 4 NC 1 47 4 1 max 0 1 1 -.735 1 0 1-1.796e-5 1 1 1119.54 1 NC 1 48 min 0 1 -1.566 4 0 1-2.166e-5 4 556.832 4 NC 1 49 5 max 0 1 -.503 1 0 1-1.092e-5 1 NC 1 NC 1 50 min 0 1 -1.131 4 0 1 -1.461 e-5 4 NC 1 NC 1 51 M6 1 max 0 1 -.283 1 0 1 -3.041 e-3 1 NC 1 NC 1 52 min 0 1 -.566 4 0 1-6.055e-3 4 NC 1 NC 1 53 2 Imax 0 1 -.495 1 0 1-3.23e-3 1 1485.277 1 NC 1 54 min 0 1 -1.081 4 0 1-6.676e-3 4 632.432 4 NC 1 55 3 max 0 1 -.591 1 0 1-3.42e-3 1 1062.039 1 NC 1 56 1. 1 min 0 1 -1.322 4 0 1-7.297e-3 4 452.217 4 NC 1 RISA-3D Version 12.0.0 (\...\...\...\...\... \Calcs\Roe Fta-ring - RTU 2.6d].. Page 38 C-40 Company Sept 24, 2015 1F.R1Designer Job Number Checked By: T E C fI N 0 'L §�l E 5 Model Name RTU-2 Envelope Member Section Deflections (Continued) Mamhar Sac Y rinl I(, v rinl 1 r. 7 rinl I !. v Rntnto rr 1 r fnl I hi Rofin I C /n1 1 17 Rnfin I C 57 4 1 max 0 1 -.531 1 1 0 1-3.61e-3 1 11493.679 1 NC 1 58 min 0 1 -1.197 4 0 1-7.918e-3 4 636.01 4 NC 1 59 5 max 0 1 -.357 1 0 1-3.799e-3 1 NC 1 NC 1 60 min 0 1 -.803 4 0 1-8.539e-3 4 NC 1 NC 1 1 61 M7 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 62 min 0 1 0 1 0 1 1 0 1 NC 1 NC 1 63 2 max 0 1 1 -.27 1 1 0 1 0 1 1 1068.61 1 NC 1 64 min 0 1 -.658 4 0 1 0 1 437.928 4 NC 1 65 3 max 0 1 -.378 1 0 1 0 1 761.385 1 NC 1 66 1 min 0 1 -.923 4 0 1 0 1 312.023 4 NC 1 67 1 4 max 0 1 -.27 1 0 1 0 1 1068.61 1 NC 1 68 min 0 1 -.658 4 0 1 1 0 1 437.928 4 NC 1 69 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 70 min 0 1 1 0 1 0 1 0 1 1 NC 1 NC 1 71 M8 1 max 0 1 -.209 1 0 1 5.156e-3 4 NC 1 NC 1 72 min 0 1 -.488 4 0 1 2.205e-3 1 NC 1 NC 1 73 2 max 0 1 -.508 1 0 1 15.901e-3 4 1068.61 1 NC 1 74 1 min 0 1 -1.216 4 0 1 2.519e-3 1 437.928 4 NC 1 75 3 max 0 1 -.646 1 0 1 6.647e-3 4 761.385 1 NC 1 76 min 0 1 -1.552 4 0 1 2.833e-3 1 312.023 4 NC 1 77 4 max 0 1 -.567 1 0 1 7.392e-3 4 1068.61 1 NC 1 78 min 0 1 -1.357 4 0 1 3.147e-3 1 437.928 4 NC 1 79 5 Imax 0 1 -.327 1 0 1 1 8.137e-3 4 NC 1 NC 1 80 min 1 0 1 1 -.77 4 0 1 3.461e-3 1 NC 1 NC 1 81 M9 1 max 0 1 -.293 1 0 1 0 1 NC 1 NC 1 82 min 0 1 -.686 4 0 1 0 1 NC 1 NC 1 83 2 max 0 1 -.605 1 0 1 0 1 1068.61 1 NC 1 84 min 0 1 -1.443 4 0 1 1 0 1 1 437.928 4 NC 1 85 3 max 0 1 -.755 1 0 1 0 1 761.385 1 NC 1 86 min 0 1 1 -1.807 4 0 1 0 1 312.023 4 NC 1 87 4 max 0 1 -.688 1 0 1 0 1 1068.61 1 NC 1 88 1 min 0 1 -1.64 4 0 1 0 1 437.928 4 NC 1 89 5 max 0 1 -.46 1 0 1 0 1 NC 1 NC 1 90 min 0 1 -1.082 ° 4 0 1 0 1 NC 1 NC 1 91 M10 1 max 0 1 -.209 1 0 1-2.205e-3 1 NC 1 NC 1 92 min 0 1 -.488 1 4 0 1-5.156e-3 4 NC 1 NC 1 93 2 max 0 1 -.508 1 0 1-2.519e-3 1 1068.61 1 NC 1 94 min 0 1 -1.216 4 0 1-5.901e-3 4 1437.928 4 NC 1 95 3 max 0 1 -.646 1 0 1-2.833e-3 1 761.385 1 NC 1 96 min 0 1 -1.552 4 0 1-6.647e-3 4 312.023 4 NC 1 97 4 Imaxi 0 1 -.567 1 0 1-3.147e-3 1 1068.61 1 NC 1 98 IminI 0 1 -1.357 4 0 1-7.392e-3 4 437.928 4 NC 1 99 5 max 0 1 -.327 1 0 1-3.461e-3 1 NC 1 NC 1 100 min 0 1 -.77 4 0 1-8.137e-3 4 NC 1 NC 1 101 M11 1 max 0 1 0 1 0 1 1 0 1 1 NC 1 NC 1 102 min 0 1 0 1 1 0 1 0 1 NC 1 NC 1 103 2 max 0 1 -.153 1 0 1 0 1 1881.509 1 1 NC 1 104 min 0 1 -.347 4 0 1 0 1 829.647 4 NC 1 105 3 max 0 1 -.215 1 0 1 0 1- 1340.575 1 NC 1 106 min 0 1 -.487 4 0 1 0 1 591.123 4 NC 1 107 4 max 0 1 -.153 1 0 1 0 1 1881.509 1 NC 1 108 min 0 1 -.347 1 0 1 0 1 1 829.647 4 NC 1 109 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 110 min 0 1 0 1 0 1 0 1 NC 1 NC 1 111 M12 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 112 min 0 1 0 1 0 1 0 1 NC 1 NC 1 L113 2 ImaxI 0 1 -.15? ]: _ 1 0 1 1 0 1 1881.509 1 NC 1 RISA-3D Version 12.0.0 D;A-,.'A... \...\... \Calcs',i:oof:Framing - RTU 2.r3d) Page 39 C-41 Company IRISADesigner Job Number T E c H N o L o o i E s Model Name RTU-2 Envelope Member Section Deflections (Continued) Sept 24, 2015 Checked By: Member Sec x in LC v [inI LC z in LC x Rotate r LC n L/v Ratio LC n L/z Ratio LC 114 min 0 1 -.347 4 0 1 0 1 829.647 4 NC 1 115 3 max 0 1 -.215 1 0 1 0 1 1340.575 1 NC 1 116 min 0 1 -.487 4 0 1 0 1 591.123 4 NC 1 117 4 max 0 1 -.153 1 0 1 0 1 1881.509 1 NC 1 118 min 0 1 -.347 1 4 0 1 0 1 829.647 4 NC 1 119 5 1 max 0 1 1 0 1 0 1 0 1 1 NC 1 NC 1 120 min 0 1 0 1 0 1 0 1 NC 1 NC 1 121 M13 1 max 0 1 -.209 1 0 1 5.156e-3 4 NC 1 NC 1 122 min 0 1 -.488 4 0 1 2.205e-3 1 NC 1 NC 1 123 2 max 0 1 -.508 1 0 1 5.901e-3 4 1068.61 1 NC 1 124 min 1 0 1 -1.216 4 0 1 2.519e-3 1 437.928 4 1 NC 1 125 3 max 0 1 -.646 1 1 0 1 6.647e-3 4 1 761.385 1 NC 1 126 min 0 1 -1.552 4 0 1 2.833e-3 1 312.023 4 NC 1 127 4 max 0 1 -.567 1 0 1 7.392e-3 4 1068.61 1 NC 1 128 min 0 1 -1.357 4 0 1 3.147e-3 1 437.928 4 NC 1 129 5 max 0 1 -.327 1 0 1 8.137e-3 4 NC 1 NC 1 130 1 min 1 0 1 -.77 4 0 1 13.461 e-3 1 NC 1 I NC 1 131 M14 1 max 0 1 -.174 1 0 1 -1.837e-31 1 NC 1 NC 1 132 min 0 1 -.395 4 0 1-4.176e-3 4 NC 1 NC 1 133 2 max 0 1 -.457 1 0 1-1.973e-3 1 1068.61 1 NC 1 134 min 0 1 -1.085 4 0 1-4.512e-3 4 437.928 4 NC 1 135 3 max 0 1 -.578 1 0 1-2.108e-3 1 761.385 1 NC 1 136 1 1 min 1 0 1 -1.383 1 4 0 1-4.849e-3 4 1 312.023 4 NC 1 137 4 max 0 1 -.483 1 0 1-2.244e-3 1 1068.61 1 NC 1 138 min 0 1 -1.15 4 0 1-5.185e-3 4 437.928 4 NC 1 139 5 max 0 1 -.226 1 0 1-2.38e-3 1 NC 1 NC 1 140 min 0 1 -.525 4 0 1-5.522e-3 4 NC 1 NC 1 141 M15 1 max 0 1 -.226 1 0 1 -2.38e-3 1 NC 1 NC 1 142 imini 0 1 -.525 4 0 1-5.522e-3 4 1 NC 1 NC 1 143 2 max 0 1 -.496 1 1 0 1-2.38e-3 1 1068.61 1 NC 1 144 min 0 1 -1.183 4 0 1-5.522e-3 4 437.928 4 NC 1 145 3 max 0 1 -.605 1 0 1-2.38e-3 1 761.385 1 NC 1 146 min 0 1 -1.448 4 0 1-5.522e-3 4 312.023 4 NC 1 147 4 max 0 1 -.496 1 0 1 -2.38e-3 1 1068.61 1 NC 1 148 1 min 1 0 1 -1.183 4 0 1-5.522e-3 4 1 437.928 4 NC 1 149 5 max 0 1 1 -.226 1 0 1-2.38e-3 1 NC 1 NC 1 150 min 0 1 -.525 4 0 1-5.522e-3 4 NC 1 NC 1 151 M16 1 max 0 1 -.226 1 0 1 -2.38e-3 1 NC 1 NC 1 152 min 0 1 -.525 4 0 1-5.522e-3 4 NC 1 I NC 1 153 2 max 0 1 -.483 1 0 1-2.244e-3 1 1068.61 1 NC 1 154 1 min 1 0 1 -1.15 4 0 1-5.185e-3 4 1437.928 4 NC 1 155 3 maxI 0 1 1 -.578 1 0 1-2.108e-3 1 761.385 1 NC 1 156 min 0 1 -1.383 4 0 1-4.849e-3 4 312.023 4 NC 1 157 4 max 0 1 -.457 1 0 1-1.973e-3 1 1068.61 1 NC 1 158 min 0 1 -1.085 4 0 1-4.512e-3 4 437.928 4 1 NC 1 159 5 max 0 1 -.174 1 0 1-1.837e-3 1 NC 1 NC 1 160 1 min 0 1 1 -.395 1 4 0 1-4.176e-3 4 NC 1 NC 1 161 M17 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 162 min 0 1 0 1 0 1 0 1 NC 1 NC 1 163 2 max 0 1 -.153 1 0 1 0 1 1881.509 1 NC 1 164 min 0 1 -.347 4 0 1 0 1 829.647 4 1 NC 1 165 3 max 0 1 -.215 1 0 1 0 1 1340.575 1 NC 1 166 1 min 1 0 1 -.487 1 4 0 1 1 0 1 591.123 4 NC 1 167 4 max 0 1 -.153 1 0 1 0 1 11881.509 1 NC 1 168 min 0 1 -.347 4 0 1 0 1 829.647 4 NC 1 169 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 170 min 0 1+ 0 1 0 1 0 1 NC 1 NC 1 RISA-3D Version 12.0.0 Framing - RTU 2.r3d] C-42 Page 40 Company Sept 24, 2015 IRISA Designer INJob Number Checked By: T E C H H G L O G I E S Model Name RTU-2 Envelope Member Section Deflections (Continued) Member Sec x finl LC v fin'! LC z finl LC x Rotate fr... LC (n) L/v Ratio LC (n) L/z Ratio LC 171 M18 1 Imax. 0 1 0 1 0 1 0 1 NC 1 NC 1 172 min 0 1 0 1 0 1 0 1 NC 1 NC 1 173 2 max 0 1 -.153 1 0 1 0 1 1881.509 1 NC 1 174 min 0 1 -.347 4 0 1 0 1 829.647 4 NC 1 175 3 max 0 1 -.215 1 0 1 0 1 1340.575 1 NC 1 176 min 0 1 -.487 4 0 1 1 0 1 591.123 4 NC 1 177 4 max 0 1 -.153 1 0 1 0 1 1881.509 1 NC 1 178 1 min 0 1 -.347 4 0 1 0 1 1 829.647 4 NC 1 179 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 180 min 0 1 0 1 0 1 0 1 NC 1 NC 1 181 M19 1 maxi 0 1 0 1 1 0 1 0 1 NC 1 NC 1 182 min 0 1 0 1 0 1 0 1 NC 1 NC 1 183 2 max 0 1 -.153 1 0 1 0 1 1881.509 1 NC 1 184 min 0 1 -.347 4 0 1 0 1 829.647 4 NC 1 185 3 max 0 1 -.215 1 0 1 0 1 1340.575 1 NC 1 186 min 0 1 -.487 4 0 1 0 1 591.123 4 NC 1 1 187 4 max 0 1 -.153 1 0 1 0 1 1881.509 1 1 NC 1 188 1 min 1 0 1 -.347 4 0 1 1 0 1 1 829.647 4 1 NC 1 189 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 190 min 0 1 0 1 0 1 0 1 NC 1 NC 1 191 M20 1 max 0 1 1 -.244 1 0 1 0 1 NC 1 NC 1 192 min 1 0 1 -.555 4 0 1 0 1 NC 1 NC 1 193 2 max 0 1 -.532 1 0 1 0 1 1068.61 1 NC 1 194 1 min 0 1 -1.258 4 0 1 1 0 1 1 437.928 4 1 NC 1 195 3 max 0 1 -.659 1 0 1 0 1 761.385 1 NC 1 196 min 0 1 -1.57 4 0 1 0 1 312.023 4 NC 1 197 4 max 0 1 -.569 1 0 1 0 1 1068.61 1 NC 1 198 min 1 0 1 1 -1.35 4 0 1 0 1 437.928 4 NC 1 199 5 max 0 1 -.318 1 0 1 0 1 NC 1 NC 1 200 min 0 1 -.738 4 0 1 1 0 1 1 NC 1 NC 1 201 1 M21 1 max 0 1 -.318 1 1 0 1 0 1 NC 1 NC 1 202 min 0 1 -.738 4 0 1 0 1 NC 1 NC 1 203 2 max 0 1 -.588 1 0 1 0 1 1068.61 1 NC 1 204 1 min 1 0 1 -1.396 4 1 0 1 0 1 437.928 4 NC 1 205 3 max 0 1 -.696 1 0 1 0 1 761.385 1 NC 1 206 min 0 1 1 -1.661 4 0 1 1 0 1 1 312.023 4 NC 1 207 4 max 0 1 -.588 1 0 1 0 1 1068.61 1 NC 1 208 1 min 0 1 -1.396 4 0 1 0 1 437.928 4 NC 1 209 5 max 0 1 -.318 1 0 1 0 1 NC 1 NC 1 210 Imini 0 1 -.738 4 0 1 0 1 NC 1 NC 1 211 M22 1 max 0 1 -.318 1 0 1 0 1 NC 1 NC 1 212 min 0 1 -.738 4 0 1 0 1 NC 1 NC 1 213 2 max 0 1 1 -.569 1 0 1 1 0 1 1068.61 1 NC 1 214 min 0 1 -1.35 4 0 1 0 1 1 437.928 4 NC 1 215 3 max 0 1 -.659 1 0 1 0 1 761.385 1 NC 1 216 Innini 0 1 -1.57 1 4 0 1 0 1 312.023 4 NC 1 217 4 max 0 1 -.532 1 0 1 0 1 1068.61 1 NC 1 218 min 0 1 -1.258 4 0 1 0 1 437.928 4 NC 1 219 5 max 0 1 -.244 1 0 1 0 1 NC 1 NC 1 220 min 0 1 -.555 4 0 1 1 0 1 1 NC 1 NC 1 221 M23 1 max 0 1 -.174 1 0 1 4.176e-3 4 1 NC 1 NC 1 222 1 min 0 1 -.395 4 0 1 1.837e-3 1 NC 1 NC 1 223 2 max 0 1 -.457 1 0 1 4.512e-3 4 1068.61 1 NC 1 224 min 0 1 1 -1.085 4 0 1 1.973e-3 1 437.928 4 NC 1, 225 3 max 0 1 -.578 1 0 1 4.849e-3 4 761.385 1 NC 1: 226 min 0 1 1 -1.383 . 4 1 0 1 2.108e-3 1 312.023 4 NC 1; 227 4 max 1 0 -.483 1 1 0 1 1 1 5.185e-3 1 4 1 1068.61 1 1 1 NC 1? RISA-30i Version 12.0.0 [\...\'...1. A..,.-.ACalcs\Roof Framing - RTU 2.r3d] Page 41 C-43 3f: Company Sept 24, 2015 1RISA Designer Job Number Checked By:_ rBcXN0IOE/E3 Model Name RTU-2 Envelope Member Section Deflections (Continued) 228 IVICIIIUvI JUG 1min R IIIII 0 Ll, 1 V IIIIIL%, -1.15 4 L 11ril 0 L%� 1 A RU[dlt: L.. 2.244e-3 Ll.. 1 11 L/ RdIIU 437.928 Lli 4 II L/L RdIIU NC LU 1 229 5 Imax 0 1 -.226 1 0 1 5.522e-3 4 NC 1 NC 1 230 min 0 1 -.525 4 0 1 2.38e-3 1 NC 1 NC 1 231 M24 1 max 0 1 -.226 1 0 1 5.522e-3 4 NC 1 NC 1 232 min 0 1 -.525 4 0 1 2.38e-3 1 NC 1 NC 1 233 2 max 0 1 -.496 1 0 1 1 5.522e-3 4 1 1068.61 1 1 NC 1 234 min 0 1 -1.183 4 0 1 2.38e-3 1 437.928 4 NC 1 235 3 max 0 1 -.605 1 0 1 5.522e-3 4 761.385 1 NC 1 236 min 0 1 -1.448 4 0 1 2.38e-3 1 312.023 4 NC 1 237 4 1 max 0 1 -.496 1 0 1 5.522e-3 4 1068.61 1 NC 1 238 min 0 1 -1.183 4 0 1 2.38e-3 1 437.928 4 NC 1 239 5 max 0 1 -.226 1 0 1 5.522e-3 4 1 NC 1 I NC 1 240 min 0 1 -.525 4 0 1 1 2.38e-3 1 NC 1 NC 1 241 M25 1 max 0 1 -.226 1 0 1 5.522e-3 4 NC 1 NC 1 242 min 0 1 -.525 4 0 1 2.38e-3 1 NC 1 NC 1 243 2 max 0 1 -.483 1 0 1 5.185e-3 4 1068.61 1 NC 1 244 1 min 0 1 -1.15 4 0 1 2.244e-3 1 437.928 4 NC 1 245 3 1 max 0 1 -.578 1 0 1 4.849e-3 4 761.385 1 NC 1 246 min 0 1 -1.383 4 0 1 2.108e-3 1 312.023 4 NC 1 247 4 max 0 1 -.457 1 1 0 1 4.512e-3 4 1 1068.61 1 1 NC 1 248 min 0 1 -1.085 4 0 1 1.973e-3 1 437.928 4 NC 1 249 5 max 0 1 1 -.174 1 0 1 4.176e-3 4 NC 1 NC 1 250 min 0 1 1 -.395 4 0 1 1.837e-3 1 NC 1 NC 1 251 M26 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 252 min 0 1 0 1 0 1 0 1 NC 1 NC 1 253 2 1 max 0 1 -.287 1 1 0 1 0 1 1003.938 1 1 NC 1 254 min 0 1 -.571 4 0 1 0 1 504.206 4 NC 1 255 3 max 0 1 -.402 1 0 1 0 1 716.286 1 NC 1 256 min 1 0 1 -.801 4 0 1 0 1 359.582 4 NC 1 257 4 maxI 0 1 -.283 1 0 1 0 1 1018.389 1 NC 1 258 min 0 1 -.566 4 0 1 0 1 508.561 4 NC 1 259 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 260 min 0 1 0 1 0 1 1 0 1 NC 1 INC 1 261 M27 1 Imax 0 1 0 1 0 1 0 1 NC 1 NC 1 262 min 0 1 0 1 0 1 0 1 NC 1 NC 1 263 2 max 0 1 -.209 1 0 1 0 1 1378.75 1 NC 1 264 min 0 1 -.488 1 4 0 1 0 1 589.739 4 NC 1 265 3 max 0 1 -.293 1 0 1 0 1 981.53 1 NC 1 266 min 0 1 1 -.686 4 0 1 1 0 1 419.792 4 NC 1 267 4 Imax 0 1 -.209 1 0 1 0 1 1378.75 1 NC 1 268 min 0 1 -.488 4 0 1 0 1 589.739 4 NC 1 269 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 270 min 0 1 0 1 1 0 1 0 1 NC 1 NC 1 271 M28 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 272 min 0 1 0 1 0 1 1 0 1 1 NC 1 NC 1 273 2 Imax 0 1 -.358 1 0 1 0 1 803.474 1 NC 1 274 min 0 1 -.805 4 0 1 0 1 357.557 4 NC 1 275 3 max 0 1 -.503 1 0 1 0 1 572.292 1 NC 1 276 min 0 1 -1.131 1 4 0 1 0 1 254.624 4 NC 1 277 4 max 1 0 1 -.357 1 0 1 0 1 806.634 1 NC 1 278 min 0 1 -.803 4 0 1 1 0 1 1 358.547 4 NC 1 279 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 280 min 0 1 0 1 0 1 0 1 NC 1 NC 1 281 M29 1 max 0 1 0 1 0 1 0 1 NC 1 NC j 282 min .: 0 1 0 1 0 1 0 1 NC 1 1 NC -'I I,' 283 2 mad ", 0 1 -.327 1 0 1 0 1 879.742 1 1 1 NC `11 284 0 1 -.77 4 0 1 1 1 0 1 1 1 374.251 4 I RISA-3D Version 12.0.0 F [\:..;i::\...\...\... \Calcs\Roof Framing - RTU 2.r3d] f,. Rage 42 C-44 Company IIRISA Designer Job Number TEcnN0LocIEs Model Name RTU-2 Envelope Member Section Deflections (Continued) Sept 24, 2015 Checked By: Member Sec x [inl LC v fin'lLC z Finl LC x Rotate fr... LC n L/v Ratio LC n L/z Ratio LC 285 3 ImaxI 0 1 -.46 1 0 1 1 0 1 625.89 1 NC 1 286 min 1 0 1 -1.082 4 0 1 0 1 266.23 4 NC 1 287 4 max 0 1 -.327 1 0 1 0 1 879.742 1 NC 1 288 min 0 1 -.77 4 0 1 0 1 374.251 4 NC 1 289 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 290 min 0 1 0 1 0 1 0 1 1 NC 1 NC 1 291 M30 1 max 0 1 0 1 0 1 1 0 1 NC 1 NC 1 292 min 0 1 0 1 0 1 0 1 NC 1 NC 1 293 2 max 1 0 1 -.327 1 0 1 0 1 879.742 1 NC 1 294 min 0 1 1 -.77 4 0 1 0 1 374.251 4 NC 1 295 3 max 0 1 -.46 1 0 1 0 1 625.89 1 NC 1 2961 min 0 1 -1.082 1 4 0 1 0 1 266.23 4 1 NC 1 297 4 max 0 1 -.327 1 0 1 0 1 879.742 1 NC 1 298 min 0 1 -.77 4 0 1 0 1 374.251 4 NC 1 299 5 max 0 1 0 1 0 1 1 0 1 NC 1 NC 1 300 min 0 1 0 1 0 1 0 1 NC 1 NC 1 301 M31 1 max 0 1 1 0 1 0 1 0 1 NC 1 NC 1 302 min 0 1 1 0 1 0 1 0 1 NC 1 NC 1 303 2 max 0 1 -.209 1 0 1 0 1 1378.75 1 NC 1 304 min 0 1 -.488 4 0 1 0 1 589.739 4 NC 1 305 3 max 0 1 -.293 1 0 1 1 0 1 981.53 1 NC 1 306 min 0 1 -.686 4 0 1 0 1 419.792 4 NC 1 307 4 max 0 1 -.209 1 0 1 0 1 1378.75 1 NC 1 308 min 0 1 -.488 4 0 1 0 1 589.739 4 NC 1 309 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 310 min 0 1 0 1 0 1 0 1 NC 1 NC 1 311 M32 1 max 0 1 0 1 1 0 1 0 1 NC 1 NC 1 312 min 0 1 0 1 0 1 1 0 1 NC 1 NC 1 313 2 max 0 1 -.226 1 0 1 0 1 11272.092 1 NC 1 314 min 0 1 -.525 4 0 1 0 1 548.437 4 NC 1 315 3 max 0 1 -.318 1 0 1 0 1 905.351 1 NC 1 316 1 min 1 0 1 1 -.738 4 0 1 0 1 390.264 4 NC 1 317 4 max 0 1 -.226 1 0 1 0 1 1272.092 1 NC 1 318 min 0 1 -.525 4 0 1 0 1 548.437 4 NC 1 319 5 max 0 1 0 1 0 1 1 0 1 NC 1 NC 1 320 min 0 1 0 1 0 1 0 1 NC 1 NC 1 321 M33 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 322 1 min 0 1 1 0 1 1 0 1 0 1 NC 1 NC 1 323 2 max 0 1 -.226 1 0 1 0 1 1272.092 1 NC 1 324 min 0 1 -.525 1 4 0 1 0 1 548.437 4 NC 1 325 3 max 0 1 -.318 1 0 1 1 0 1 905.351 1 NC 1 326 min 0 1 -.738 4 0 1 0 1 390.264 4 NC 1 327 4 max 0 1 -.226 1 0 1 0 1 1272.092 1 NC 1 328 min 0 1 -.525 4 0 1 0 1 548.437 4 NC 1 329 1 5 Imaxi 0 1 1 0 1 0 1 0 1 NC 1 NC 1 330 min 0 1 0 1 1 0 1 0 1 NC 1 NC 1 331 M34 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 332 min 0 1 0 1 0 1 0 1 NC 1 NC 1 333 2 max 0 1 -.174 1 0 1 1 0 1 1656.519 1 NC 1 334 min 0 1 -.395 4 0 1 0 1 729.209 4 NC 1 335 3 max 0 1 -.244 1 0 1 0 1 1178.727 1 NC 1 336 min 0 1 1 -.555 1 4 0 1 0 1 518.776 4 NC 1 337 4* max 0 1 -.174 1 0 1 0 1 1656.519 1 NC 1 338 rein 0 1 -.395 4 0 1 0 1 729.209 4 NC 1 3391 5" maa : 0 1 0 1 0 1 0 11 NC 1 NC 1 3401 r'rir�`'i _ 0 'ti�aY. �:, 0 1 0 1 0 1 0 1 NC 1 1 341 M35 1 1 0 1 0 1 0 1 NC 1 NC, RISA-3D Version 12.0.0 ...\Calcs\Roof Framing - RTU 2.r3d] Page 43 C-45 Company Sept 24, 2015 IIRISA Designer Job Number Checked By: TECHNOLOGIES Model Name RTU-2 Envelope Member Section Deflections (Continued) Member Sec x [inI LC v [inI LC z Finl LC x Rotate fr... LC n L/v Ratio LC n L/z Ratio LC 342 1 min 1 0 1 0 1 0 1 0 1 NC 1 NC 1 343 2 max 0 1 -.174 1 0 1 0 1 1656.519 1 NC 1 344 min 0 1 -.395 4 0 1 0 1 729.209 4 NC 1 345 3 max 0 1 -.244 1 0 1 0 1 1178.727 1 NC 1 346 min 0 1 -.555 4 0 1 0 1 518.776 4 NC 1 347 4 max 0 1 -.174 1 0 1 1 0 1 11656.519 1 NC 1 348 min 0 1 -.395 4 0 1 0 1 729.209 4 NC 1 349 5 Imax 0 1 0 1 0 1 0 1 NC 1 NC 1 350 min 0 1 0 1 0 1 0 1 NC 1 NC 1 351 M36 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 352 min 0 1 0 1 0 1 0 1 NC 1 NC 1 353 2 max 0 1 -.153 1 1 0 1 1 0 1 11881.509 1 NC 1 354 min 0 1 -.347 4 0 1 0 1 829.647 4 NC 1 355 3 1 max 0 1 -.215 1 0 1 0 1 1340.575 1 NC 1 356 min 0 1 -.487 4 0 1 0 1 591.123 4 NC 1 357 4 max 0 1 -.153 1 0 1 0 1 1881.509 1 NC 1 358 min 0 1 -.347 1 4 0 1 0 1 829.647 4 NC 1 359 5 max 0 1 0 1 0 1 0 1 1 NC 1 1 NC 1 360 min 0 1 0 1 0 1 0 1 NC 1 NC 1 361 M37 1 Imax 0 1 -.327 1 0 1 8.137e-3 4 NC 1 NC 1 362 min 1 0 1 -.77 4 0 1 3.461e-3 1 NC 1 NC 1 363 2 max 0 1 -.559 1 0 1 7.147e-3 4 1068.61 1 NC 1 364 min 0 1 -1.334 1 4 0 1 3.055e-3 1 437.928 4 NC 1 365 3 max 0 1 -.629 1 0 1 6.157e-3 4 761.385 1 NC 1 366 min 0 1 -1.505 4 0 1 2.649e-3 1 1 312.023 4 1 NC 1 367 4 1 max 0 1 -.482 1 0 1 5.166e-3 4 1068.61 1 NC 1 368 min 1 0 1 -1.146 4 0 1 2.243e-3 1 437.928 4 NC 1 369 5 max 0 1 -.174 1 0 1 4.176e-3 4 NC 1 NC 1 370 min 0 1 -.395 4 0 1 1.837e-3 1 NC 1 NC 1 371 M38 1 max 0 1 -.46 1 1 0 1 0 1 NC 1 NC 1 372 min 0 1 -1.082 4 0 1 1 0 1 1 NC 1 NC 1 373 2 1 max 0 1 1 -.676 1 0 1 0 1 1068.61 1 NC 1 374 min 0 1 -1.608 4 0 1 0 1 437.928 4 NC 1 375 3 max 0 1 -.73 1 0 1 0 1 761.385 1 NC 1 376 min 0 1 -1.741 4 0 1 0 1 312.023 4 NC 1 377 4 max 0 1 -.568 1 1 0 1 0 1 1068.61 1 NC 1 378 min 0 1 -1.344 1 4 0 1 1 0 1 1 437.928 4 NC 1 379 5 Imax 0 1 1 -.244 1 0 1 0 1 NC 1 NC 1 380 min 0 1 -.555 4 0 1 0 1 1 NC 1 NC 1 381 M39 1 max 0 1 -.327 1 0 1 -3.461 a-3 1 NC 1 NC 1 382 min 0 1 -.77 4 0 1-8.137e-3 4 NC 1 NC 1 383 2 max 0 1 -.559 1 0 1-3.055e-3 1 1068.61 1 NC 1 384 min 0 1 -1.334 1 4 0 1-7.147e-3 4 437.928 4 NC 1 385 3 1 max 0 1 1 -.629 1 0 1-2.649e-3 1 761.385 1 NC 1 386 min 0 1 -1.505 4 0 1-6.157e-3 4 1 312.023 4 1 NC 1 387 4 max 0 1 -.482 1 0 1-2.243e-3 1 1 1068.61 1 NC 1 388 min 0 1 -1.146 4 0 1-5.166e-3 4 1437.928 4 NC 1 389 5 max 0 1 -.174 1 0 1-1.837e-3 1 NC 1 NC 1 390 min 1 0 1 -.395 4 0 1-4.176e-3 4 NC 1 NC 1 391 M40 1 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 392 min 0 1 0 1 0 1 0 1 NC 1 NC 1 393 2 max 0 1 -.27 1 0 1 0 1 1068.61 1 NC 1 394 min 0 1 -.658 4 0 1 0 1 1 437.928 4 1 NC 1 395 3 max 0 1 -.378 1 0 1 0 1 761.385 1 NC 1 396 min 0 1 -.923 4 0 1 0 1 312.023 .4 NC 1 397 4i Imax 0 1 -.27 1 0 1 0 1 1068.61 1 NC_ 1 398 j min 011 -.658 4 0 1 0 1 437.92R 4 NC 1 RISA-3D Version 12.0.0 [\...\...\...\...\...\Calcs\Roof Framing -RTU 2.r3d] Page 44 ,. C-46 Company Sept 24, 2015 1P,1SA Designer Job Number Checked By: TECHNOLOGIES Model Name RTU-2 Envelom Member Section Deflections (Continued) Member Sec x finl LC v finl LC z finl LC x Rotate fr-_ LC In) I_/v Ratin I C In) 1 h Ratin 1 C 399 5 1 max 0 1 0 1 1 0 1 0 1 NC 1 NC 1 400 min 0 1 0 1 0 1 0 1 NC 1 NC 1 401 M41 1 max 0 1 -.358 1 0 1 8.536e-3 4 NC 1 NC 1 402 min 1 0 1 -.805 4 0 1 3.799e-3 1 NC 1 NC 1 403 2 max 0 1 -.582 1 0 1 7.446e-3 4 1068.61 1 NC 1 404 min 0 1 -1.36 4 0 1 3.308e-3 1 437.928 4 NC 1 405 3 max 0 1 -.644 1 0 1 6.356e-3 4 1 761.385 1 1 NC 1 406 min 0 1 -1.523 4 0 1 2.818e-3 1 312.023 4 NC 1 407 4 max 0 1 -.49 1 0 1 5.266e-3 4 1068.61 1 NC 1 408 min 0 1 -1.155 4 0 1 2.328e-3 1 437.928 4 NC 1 409 5 max 0 1 -.174 1 0 1 4.176e-3 4 NC 1 NC 1 410 1 min 0 1 1 -.395 4 0 1 1.837e-3 1 NC 1 NC 1 411 M42 1 max 0 1 -.503 1 0 1-1.092e-5 1 NC 1 NC 1 412 min 0 1 -1.131 1 4 0 1 -1.461 e-5 4 NC 1 NC 1 413 2 max 0 1 -.708 1 0 1-8.189e-6 1 1068.61 1 NC 1 414 1 min 1 0 1 -1.645 4 0 1-1.096e-5 4 437.928 4 NC 1 415 3 max 0 1 -.752 1 0 1-5.459e-6 1 761.385 1 NC 1 416 1 min 0 1 -1.766 4 0 1-7.307e-6 4 312.023 4 NC 1 417 4 max 0 1 -.579 1 0 1-2.73e-6 1 1068.61 1 NC 1 418 min 0 1 -1.357 4 0 1-3.654e-6 4 1 437.928 4 NC 1 419 5 max 0 1 -.244 1 0 1 0 1 NC 1 NC 1 420 1 min 1 0 1 -.555 4 0 1 0 1 NC 1 NC 1 421 M43 1 max 0 1 -.357 1 0 1-3.799e-3 1 NC 1 NC 1 422 min 0 1 1 -.803 4 0 1-8.539e-3 4 NC 1 NC 1 423 2 max 0 1 -.581 1 0 1-3.309e-3 1 1068.61 1 NC 1 424 min 0 1 -1.359 4 0 1-7.448e-3 4 1 437.928 4 NC 1 425 3 'max 0 1 -.644 1 0 1-2.818e-3 1 761.385 1 NC 1 426 1 min 1 0 1 -1.522 4 0 1-6.357e-3 4 312.023 4 1 NC 1 427 4 max 0 1 -.489 1 0 1-2.328e-3 1 1068.61 1 NC 1 428 min 0 1 1 -1.155 4 0 1-5.267e-3 4 437.928 4 NC 1 429 5 max 0 1 -.174 1 0 1-1.837e-3 1 NC 1 NC 1 430 min 0 1 -.395 4 0 1-4.176e-3 4 NC 1 NC 1 431 M44 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 432 1 min 0 1 0 1 0 1 0 1 NC 1 NC 1 433 2 max 0 1 -.27 1 0 1 0 1 1068.61 1 NC 1 434 min 0 1 1 -.658 4 0 1 0 1 437.928 4 NC 1 435 3 max 0 1 -.378 1 0 1 0 1 1 761.385 1 1 NC 1 436 min 0 1 -.923 4 0 1 0 1 312.023 4 NC 1 437 4 max 0 1 -.27 1 0 1 0 1 1068.61 1 NC 1 438 1 min 0 1 -.658 4 0 1 0 1 437.928 4 NC 1 439 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 440 min 0 1 0 1 0 1 0 1 NC 1 NC 1 441 M45 1 max 0 1 -.327 1 0 1 8.137e-3 4 NC 1 NC 1 442 min 1 0 1 1 -.77 4 0 1 3.461e-3 1 I NC 1 1 NC 1 443 2 max 0 1 -.559 1 0 1 7.147e-3 4 1068.61 1 NC 1 444 min 0 1 -1.334 4 0 1 3.055e-3 1 437.928 4 NC 1 445 3 max 0 1 -.629 1 0 1 6.157e-3 4 761.385 1 NC 1 446 min 0 1 -1.505 4 0 1 1 2.649e-3 1 312.023 4 NC 1 447 4 max 0 1 -.482 1 0 1 5.166e-3 4 1068.61 1 NC 1 448 min 0 1 -1.146 4 1 0 1 2.243e-3 1 1 437.928 4 NC 1 449 5 max 0 1 -.174 1 0 1 4.176e-3 4 NC 1 NC 1 450 min 0 1 -.395 4 0 1 1.837e-3 1 NC 1 1 NC 1 451 M46 1 max 0 1 -.46 1 0 1 0 1 NC 1 NC 1 452 min 0 1 -1.082 4 0 1 1 0 1 NC 1 NC 1 453 2' max 0 1 -.676 1 0 1 0 1 1068.61 1 NC 1 4541 min 0 1 -1.608 4 0 1 0 1 437,:928 4 NC 1 455 :33: 3 max 0 1 -.73 1 0 1 0 1 Z61.385 :- F 1 NC 1. - RISA-3D VO.rsion 12.0.0 (1:..\..A... \...\... \Calcs\Roof Framing - RTU 2.r3d] .. i .r.,'.' Page 45 C-47 i . Company IIRISA Designer Job Number T E C H N 0 L 0 G I E S Model Name RTU-2 Envelope Member Section Deflections (Continued) Sept 24, 2015 Checked By: 4561 mernuer J6G 1 min X IIFII 0 Ll.. 1 v IIrIILU -1.741 4 Z 11HI 0 LU 1 X KUCd Le IF... 0 LU 1 1111 LIV r[dIIU 312.023 LU 4 1111 L/L MaLIU NC LU 1 457 4 max 0 1 -.568 1 0 1 0 1 1068.61 1 NC 1 458 min 0 1 -1.344 4 0 1 0 1 437.928 4 NC 1 459 5 max 0 1 -.244 1 0 1 0 1 NC 1 NC 1 460 min 0 1 -.555 4 0 1 0 1 NC 1 NC 1 461 M47 1 max 0 1 -.327 1 0 1 -3.461 a-3 1 NC 1 NC 1 462 1 min 0 1 1 -.77 1 4 0 1-8.137e-3 4 NC 1 NC 1 463 2 max 0 1 -.559 1 0 1-3.055e-3 1 1 1068.61 1 NC 1 464 min 0 1 -1.334 4 0 1-7.147e-3 4 1437.928 4 NC 1 465 3 max 0 1 -.629 1 0 1-2.649e-3 1 761.385 1 NC 1 466 min 0 1 -1.505 4 0 1-6.157e-3 4 312.023 4 INC 1 467 4 Imax 0 1 1 -.482 1 0 1-2.243e-3 1 1068.61 1 NC 1 468 min 0 1 -1.146 4 0 1-5.166e-3 4 437.928 4 NC 1 469 5 max 0 1 -.174 1 0 1-1.837e-3 1 NC 1 NC 1 470 min 0 1 -.395 4 0 1-4.176e-3 4 NC 1 NC 1 471 M48 1 max 0 1 0 1 0 1 0 1 1 NC 1 NC 1 472 min 0 1 0 1 0 1 1 0 1 NC 1 NC 1 473 2 max 0 1 -.153 1 0 1 0 1 1881.509 1 NC 1 474 1 min 0 1 1 -.347 1 4 0 1 0 1 829.647 4 NC 1 475 3 max 0 1 -.215 1 0 1 0 1 1340.575 1 NC 1 476 min 0 1 -.487 4 0 1 0 1 591.123 4 NC 1 477 4 max 0 1 -.153 1 0 1 0 1 11881.509 1 NC 1 478 min 0 1 -.347 4 0 1 0 1 829.647 4 INC 1 479 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 480 1 min 0 1 1 0 1 0 1 0 1 NC 1 1 NC 1 481 M49 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 4821 min 0 1 0 1 0 1 0 1 NC 1 NC 1 483 2 max 0 1 -.174 1 0 1 0 1 11656.498 1 INC 1 484 min 0 1 -.395 4 0 1 0 1 729.199 4 NC 1 485 3 max 0 1 -.244 1 0 1 0 1 1178.711 1 NC 1 486 1 min 0 1 -.555 4 0 1 0 1 518.769 4 NC 1 487 4 max 1 0 1 -.174 1 0 1 1 0 1 1656.498 1 NC 1 488 min 0 1 -.395 4 0 1 0 1 729.199 4 NC 1 489 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 490 min 0 1 0 1 0 1 0 1 NC 1 NC 1 491 M50 1 max 0 1 0 1 0 1 0 1 INC 1 NC 1 492 min 0 1 0 1 0 1 0 1 NC 1 INC 1 493 2 max 0 1 -.174 1 0 1 0 1 1656.492 1 NC 1 4941 min 0 1 -.395 4 0 1 0 1 729.198 4 NC 1 495 3 max 0 1 -.244 1 0 1 0 1 1178.706 1 NC 1 496 min 0 1 -.555 4 0 1 0 1 518.767 4 NC 1 497 4 max 0 1 -.174 1 0 1 0 1 1656.492 1 NC 1 498 min 1 0 1 -.395 4 0 1 0 1 729.198 4 NC 1 499 5 1 max 0 1 1 0 1 0 1 1 0 1 1 NC 1 NC 1 500 1 min 0 1 0 1 1 0 1 1 0 1 NC 1 NC 1 501 M51 1 Imax 0 1 0 1 0 1 1 0 1 NC 1 NC 1 502 min 0 1 0 1 0 1 0 1 NC 1 NC 1 503 2 max 0 1 -.174 1 0 1 0 1 1656.498 1 NC 1 504 min 0 1 -.395 4 0 1 0 1 729.199 4 INC 1 505 3 max 0 1 1 -.244 1 0 1 0 1 11178.711 1 INC 1 5061 min 0 1 -.555 4 0 1 0 1 1518.769 4 NC 1 507 4 1 max 0 1 -.174 1 0 1 1 0 1 1656.498 1 NC 1 508 min 0 1 1 -.395 4 0 1 0. 1 .729.199 1 4 NC 1 509 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 510 min 0 1 0 1 0 1. 0' 1 INC 1 NC 1 5111_4 M52 1 max 0 1 0 1. .783 4 6.53e-3 +4- i NC 1 NC 1 min 0 1 0 5 .386 1 2.831e=3: '' NC 1 NC 1 RISA=3D Version 12.0.0 [\...\...\...\...\...\Calcs\Roof Framing = RTU. 2.r3d] Page 46 C-48 Company Sept 24, 2015 111RISM64 Designer Job Number Checked By: Model Name RTU-2 Envelope Member Section Deflections (Continued) K A.....L- 0-- v r:-i 1 P` .. r:-i 1 f, - r:..l 1 n .. r- 1 n 1-1 1 1. n-1:- 1 n /.-\ 1- rl_,:_ 1 513 2 Imax 0 1 .002 4 .819 4 7.241e-3 4 NC 1 I NC 1 514 min 0 1 .002 5 .408 1 3.268e-3 1 NC 1 NC 1 515 3 max 0 1 .003 4 .854 4 7.951e-3 4 NC 1 7590.062 1 516 min 0 1 .003 1 .428 1 3.705e-3 1 NC 1 7590.062 4 517 4 max 0 1 .003 1 .886 4 8.662e-3 4 NC 1 9642.252 5 518 1 min 0 1 .003 1 .444 1 4.142e-3 1 NC 1 9642.252i 1 519 5 max 0 1 0 5 .915 4 1 9.373e-3 4 1 NC 1 NC 1 520 min 0 1 0 1 .458 1 4.579e-3 1 NC 1 NC 1 521 M53 1 max 0 1 0 5 .915 4 9.373e-3 4 NC 1 NC 1 522 min 0 1 0 1 .458 1 4.579e-3 1 NC 1 NC 1 523 2 max 0 1 .011 4 .894 4 8.813e-3 4 NC 1 12623.2761 4 524 min 0 1 .011 1 .457 1 4.302e-3 1 NC 1 2623.276! 1 525 3 max 0 1 .015 1 .862 4 1 8.254e-3 4 17608.507 1 1869.084 1 526 1 min 0 1 .015 4 .444 1 4.026e-3 1 17608.507 4 1869.084 1 527 4 max 0 1 .011 1 .815 4 7.694e-3 4 NC 1 2623.276 1 528 min 0 1 .011 4 .417 1 3.749e-3 1 NC 1 2623.276 4 529 5 max 0 1 0 5 .757 4 7.135e-3 4 NC 1 NC 1 530 min 0 1 0 4 .379 1 3.472e-3 1 NC 1 NC 1 531 M54 1 max 0 1 0 4 1.226 4 1 3.865e-3 4 NC 1 NC 1 532 min 1 0 1 0 5 .577 1 1.605e-3 1 NC 1 NC 1 533 2 max 0 1 .002 1 1.309 4 4.216e-3 4 NC 1 NC 1 534 min 0 1 1 .002 4 .626 1 1.802e-3 1 NC 1 NC 1 535 3 maxI 0 1 .003 4 1.39 4 4.567e-3 4 NC 1 7590.062 5 536 min 0 1 .003 1 .673 1 2.e-3 1 NC 1 7590.062 4 537 4 max 0 1 .003 1 1.468 4 1 4.919e-3 4 1 NC 1 19642.252. 1 538 min 0 1 .003 4 .717 1 2.197e-3 1 NC 1 9642.252 4 539 5 max 0 1 0 1 1 1.543 4 5.27e-3 4 NC 1 NC 1 540 min 0 1 0 1 .759 1 2.394e-3 1 NC 1 NC 1 541 M55 1 max 0 1 0 1 1.543 4 5.27e-3 4 NC 1 NC 1 542 1 min 0 1 0 1 1 .759 1 2.394e-3 1 NC 1 NC 1 543 2 max 0 1 .011 5 1.485 1 4 4.969e-3 4 NC 1 12623.276 5 544 min 0 1 .011 4 .739 1 1 2.256e-3 1 NC 1 2623.276 1 545 3 max 0 1 .015 1 1.415 4 4.669e-3 4 7608.507 1 1869.084 5 546 min 0 1 .015 5 .709 1 2.119e-3 1 7608.507 1 1869.084 1 547 4 max 0 1 .011 5 1.331 4 4.368e-3 4 NC 1 2623.276 1 548 1 min 0 1 .011 4 .664 1 1.981e-3 1 NC 1 2623.276 5 549 5 max 0 1 0 1 1.237 1 4 4.067e-3 4 NC 1 NC 1 550 min 0 1 0 4 .608 1 1.844e-3 1 NC 1 NC 1 551 M56 1 max 0 1 -.352 1 0 1-2.062e-3 1 NC 1 NC 1 552 min 0 1 -.703 4 0 1-4.072e-3 4 NC 1 NC 1 553 2 max 0 1 -.539 1 0 1-2.182e-3 1 1753.788 1 NC 1 554 1 min 0 1 -1.137 4 0 1-4.478e-3 4 1 799.206 4 1 NC 1 555 3 max 0 1 -.625 1 0 1 -2.301 a-3 1 1261.332 1 NC 1 556 min 0 1 -1.352 4 0 1-4.885e-3 4 572.982 4 NC 1 557 4 max 0 1 -.581 1 0 1 -2.421 e-3 1 1783.191 1 NC 1 558 min 0 1 -1.279 1 4 0 1-5.292e-3 4 807.76 4 NC 1 559 5 max 0 1 -.442 1 1 0 1-2.54e-3 1 NC 1 NC 1 560 1 min 0 1 -.995 4 0 1-5.699e-3 4 1 NC 1 1 NC 1 561 M57 1 max 0 1 -.337 1 0 1 4.696e-3 4 NC 1 NC 1 562 min 0 1 -.67 4 0 1 2.361e-3 1 NC 1 NC 1 563 2 max 0 1 -.564 1 0 1 1 5.177e-3 4 1396.189 1 NC 1 564 min 0 1 -1.141 4 0 1 2.507e-3 1 715.571 4 NC 1 565 3 max 0 1 -.66 1 0 1 5.658e-3 4 1023.844 1 NC 1 566 1min 0 1 -1.363 4 0 1 2.654e-3 1 518.293 4 NC 1 56T 4 max 0 1 1 -.595 1 0 1 6.139e-3 1 4 11473.431 1 1 NC 1 5631 min 0 1 -1.266 4 0 1 2.8e-3 1 737.435 1 4 NC 1 `6r) 5_ max 0 1 -.42 1 1 0 1 6.62e••3 4 NC 1 NC 1 RI SA-3D Version 12.0.0 [\...\...\...\...\... \Calcs\Roof Framing, RTU 2.rM ilt•: ,";'. ; .:: C-49 Page 47 IIIRISA T E C H N 0 L 0 G I E 5 Company Designer Job Number Model Name RTU-2 Envelope Member Section Deflections (Continued) Sept 24, 2015 Checked By: Member Sec x finl LC v finl LC z finl LC x Rotate fr... LC (n) L/v Ratio LC (n) L/z Ratio LC 5701 1 min 0 1 -.944 4 0 1 2.946e-3 1 NC 1 1 NC 1 571 M58 1 Imax 0 1 0 5 .757 4 7.135e-3 4 NC 1 NC 1 572 1 min 0 1 0 4 .379 1 3.472e-3 1 NC 1 NC 1 573 2 max 0 1 0 5 .734 4 7.299e-3 4 NC 1 NC 1 574 min 0 1 0 1 .366 1 3.411e-3 1 NC 1 NC 1 575 3 max 0 1 0 1 .712 4 7.464e-3 4 NC 1 INC 1 576 min 0 1 1 0 1 4 .353 1 13.351 e-3 1 I NC 1 I NC 1 577 4 max 0 1 0 1 .689 4 7.628e-3 4 NC 1 INC 1 578 min 0 1 0 4 .34 1 3.29e-3 1 NC 1 NC 1 579 5 1 max 0 1 0 1 .666 4 7.793e-3 4 NC 1 NC 1 580 min 0 1 0 4 .326 1 3.229e-3 1 NC 1 NC 1 581 M59 1 max 1 0 1 0 1 1 1.237 4 4.067e-3 4 NC 1 NC 1 582 min 0 1 0 4 .608 1 1.844e-3 1 NC 1 NC 1 583 2 max 0 1 0 1 1.225 4 14.161e-3 4 NC 1 NC 1 584 min 0 1 0 4 .592 1 1.832e-3 1 NC 1 NC 1 585 3 max 0 1 0 1 1.214 4 4.256e-3 4 NC 1 I NC 1 586 min 0 1 0 5 .575 1 1.821e-3 1 NC 1 NC 1 587 4 imaxi 0 1 0 1 1 1.202 4 4.35e-3 4 1 NC 1 NC 1 588 min 0 1 0 4 .559 1 1.809e-3 1 1 NC 1 NC 1 589 5 max 0 1 0 1 1.19 1 4 4.444e-3 4 1 NC 1 NC 1 590 1 min 0 1 0 1 4 .542 1 1 1.798e-3 1 I NC 1 NC 1 .i i 2.r'iri; RISA-3D Version 12.0.0[\...\...\...\...\...\Calcs\Roof'Framing - RTU.2.r3d]*,. C-50 -Page 48 Company Sept 24, 2015 ONRISA Designer Job Number Checked By: r e c e N o o d e s Model Name RTU-2 Envelope AISC 14th(360-10): ASD Steel Code Checks KA--k- Qk- !`„de i --rai i r cr.,.... f'k-.t, i ., o....1.:..., nn m-i.. RA....../ RA --- i r•__ 1 M1 W12x14 .585 12 4 .091 0 v 4 4.277 89.677 3.413 31.257111 H 1 - 1 b 2 M2 W12x14 .585 12 4 .089 24 y 4 4.277 89.677 3.413 31.257 1 H1-lb 3 M3 W12x14 .585 12 4 .089 0 y 4 4.277 89.677 3.413 31.257 1 H1-1b 4 M4 W12x14 .402 12 4 .063 0 y 4 4.277 89.677 3.413 31.257 1 H1-1b 5 M5 W12x14 .463 11 1 4 .082 0 4 4.277 89.677 3.413 31.257 1 1-11-1b 6 M6 W12x14 .401 12 4 .062 0 v 4 4.277 89.677 3.413 31.257 1 HI-1b 7 M7 lW12xI4 .585 12 4 .089 24 IvI4 4.277 89.677 3.413 31.257 1 H1-1b 8 M8 W12x14 .585 12 4 .091 0 v 41 4.277 89.677 3.413 31.25711 H1-1b 9 M9 W12x14 .585 12 4 .089 24 v 41 4.277 89.677 3.413 31.257 1 H1-1b 10 M10 W12x14 .585 12 4 .091 0 v 41 4.277 89.677 3.413 31.257 1 H1-1b 11 M11 W12x14 .309 12 4 .047 0 v 41 4.277 89.677 3.413 31.257 1 H1-1b 12 M12 W12x14 .309 12 4 .047 24 v 41 4.277 89.677 3.413 31.257 1 1-11-1b 13 M13 W12x14 .585 12 4 .091 0 y 4 4.277 89.677 3.413 31.257 1 H1-1b 14 M14 W12x14 .585 12 1 4 .090 24 4 4.277 89.677 3.413 1 H1-1b 15 M 15 W 12x 14 .585 12 4 .089 0 4 4.277 89.677 3.413 1 H 1-1 b 16 M16 W12x14 .585 12 4 .090 24 4 4.277 89.677 3.413 N31.257 1 H1-1b 17 M17 W12x14 .309 12 4 .047 24 4 4.277 89.677 3.413 1 H1-1b 18 M18 W12x14 .309 12 4 .047 24 4 4.277 89.677 3.413 1 HI-1b 19 M19 W12x14 .309 12 4 .047 24 4 4'.277 89.677 3.413 31.257 1 H1-1b 20 M20 W12x14 .585 12 1 4 .089 24 IvI41 4'.277 89.677 3.413 31.257 1 H1-1b 21 M21 W12x14 .585 12 4 .089 0 v 1414.277 89.677 3.413 31.257 1 H1-1b 22 M22 W12x14 .585 12 4 .089 24 v 41 41.211 89.677 3.413 31.25711 1-11-1b 23 M23 IW12xI4 .585 12 4 .090 24 v 41 4.277 89.677 3.413 31.257 1 HI-1b 24 M24 IW12x14 .585 12 4 .089 0 v 41 4.277 89.677 3.413 31.257 1 H1-1b 25 M25 IW12xj4 .585 12 4 .090 0 41 4.277 89.677 3.413 31.257 1 H 1-1 b 26 M26 IW16x26 .687 12 4 .128 0 v 41 17.379 165.5.. 9•844 79.401 1 H1-1b 27 M27 W16x26 .593 12 4 .112 0 v 41 17.379 165.5.. 9,844 79.401 1 H1-1b 28 M28 W16x26 .977 12 4 .174 0 v 41 17.379 165.5.. 9.844 79.40111 1-11-1b 29 M29 W16x26 .946 12 4 .167 0 v 41 17.379 165.5.. 9•844 79.401 1 H1-1b 30 M30 W16x26 .946 12 4 .167 0 v 41 17.379 165.5.. 9.844 79.401 1 H1-1b 31 M31 W16x26 .593 12 4 .112 24 v 41 17.379 165.5.. 9,844 79.401 1 HI-1b 32 M32 W16x36 .659 12 4 .142 24 v 41 44.398 228.5.. 19.401 114.97 1 H1-1b 33 M33 IWI6x36 .659 12 4 .142 24 IvI41 44.398 228.5.. 19.401 114.97 1 HI-1b 34 M34 W16x26 .485 12 1 4 .086 24 v 41 17.379 165.5.. 9•844 79.401 1 HI-1b 35 M35 W16x26 .485 12 4 .086 0 v 41 17.379 165.5.. 9•844 79.401 1 HI-1b 36 M36 W12x14 .309 12 4 .047 24 v 41 4.277 89.677 3.413 31.257 1 H1-1b 37 M37 W12x14 .585 12 4 .091 0 v 41 4.277 89.677 3.413 31.257 1 H1-1b 38 M38 W12x14 .585 12 4 .089 24 v 41 4.277 89.677 3.413 31.25711 1-11-1b 39 M39 IW12x14 .585 12 4 .091 24 v141 4.277 89.677 3.413 31.257 1 H1-1b 40 M40 W12x14 .585 12 1 4 .089 24-y 4 4.277 89.677 3.413 31.257 1 H1-1b 41 M41 W12x14 .585 12 4 .092 24 v 4 4.277 89.677 3.413 31.257 1 1-11-1b 42 M42 W12x14 .585 12 4 .089 24 y 4 4.277 89.677 3.413 31.257 1 HI-1b 43 M43 W12x14 .585 12 4 .092 0 y 4 4.277 89.677 3.413 31.257 1 1-11-1b 44 M44 IWI2x14 .585 12 4 .089 24 v 4 4.27.7 89.677 3.413 31.25711 1-11-1b 45 M45 W12x14 .585 12 4 .091 24 v14 4.277 89.677 3.413 31.257 1 H1-1b 46 M46 W12x14 .585 12 4 .089 24 v141 4.277 89.677 3.413 31.257 1 H1-1b 47 M47 W12x14 .585 12 4 .091 0 v 41 4.277 89.677 3.413 31.257 1 1-11-1b 48 M48 W12x14 .309 12 4 1 .047 0 v 41 4.27.7 89.677 3.413 31.257 1 1-11-1b 49 M49 W16x26 .485 12 4 .086 24 v 41 17379 165.5.. 9.844 79.401 1 HI-1b 50 M50 W16x26 .485 12 4 .086 0 v 41 17:379 165.5.. 9.844 79.40111 1-11-1b 51 M51 W16x26 .485 12 4 .086 0 v 4 17.379 165.5.. 9.844 79.40111 H1-1b 52 M52 L4x4x4 .052 2.494 1 .023 3.8 z 4 32.229 41.605 2:088 4.235 1 H2-1 53 M53 IL4x4x4 .157 2.25 1 .029 4.5 z 4 30.186 41.605 2.088 4.091 1 H2-1 54 M54 L4x4x4 .052 2.494 4 .018 3.8 z 4 32.229 41.605 2088 4.235 1 H2-1. 55 M55 L4x4x4 .157 2.25 1 .025 4.5 z 4 30.186 41.605 2.088 4.091 1 H2-1 56 M56 W12x14 .228 11.75 4 .04G 0 4 4.277 124.5.. 4.741 43.413 1 H1 1b R15A-31D Version 12.0.0 [\... \...\...\.:.\... \CaICs\Root FFrmr ing - HTF U-R-r3d] i Page 49 Company Designer LU� Job Number TECHN0L0GIEs Model Name RTU-2 EnveloQe RISC 14th(360-10): ASD Steel Code Checks (Continued) Sept 24, 2015 Checked By: Memher Shane Code Check Lncrftl LC Shear Check Loc._--- __ Pnc/om rkl Pnt/o... Mnw/... Mnzz/...... Eon 57 1 M57 IW12xI4I .251 11.25 4 1 .049 1 0 IvI41 4.277 124.5•• 4.741 43.413 1 H1-1b 58 M58 L4x4x4 .001 .75 1 1 .007 11.51zl4l 36.976 41.605 2.088 4.468 ••• H2-1 59 M59 L4x4x4 .001 .75 4 1 .004 11.51zl4l 36.976 41.605 2.088 4.468 ••• H2-1 RISA-3D Version 12.0.0 [\...\...\...\...\...\C21cs\Roof FA�i7ling(4.RTU 2.r3d] Page 50 . 1. C-521 Envelope Only Solution M1 1'A 3 5174 2 MUA Unit SK-3 Sept 24, 2015 at 9:07 PM untitled.r2d E� Global Company Designer Job Number Model Name MUA Unit Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Mere 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/sec^2 32.2 Wall Mesh Size in 12 Ei ensolution Convergence Tol. 1.E- 4 Dynamic Solver I Accelerated Solver Hot Rolled Steel Code AISC 13th 360-05 : ASD Ad'ust Stiffness? Yes Iterative Cold Formed Steel Code AISI NAS-01: ASD Wood Code AF&PA NDS-05/08: ASD Wood Temperature < 10OF Concrete Code ACI 318-05 Masonry Code ACI 530-05: ASD Aluminum Code AA ADM1-05: ASD - Building Number of Shear Regions 4 Region Spacing Increment in 4 Concrete Stress Block Rectan ular Use Cracked Sections? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 Hot Rolled Steel Properties Sept 24, 2015 Checked By: 1 nhal F n—il (Z fkeil Nil Tharm Al FR F1 r)ancitvfk/ft^31 Yialrlfkcil 1 A36 Gr.36 29000 11154 .3 .65 .49 36 2 A572 Gr.50 29000 11154 .3 .65 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 Gr.42 29000 11154 .3 .65 .49 42 5 A500 Gr.46 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets Label Shape Type Design List Material Desicin Rules A Fin2l 190 270 i... l (0,180) in... 1 IMechanical s..j W12x14 I Beam I Wide Flange I A36 Gr.36 I Typical 1 4.16 2.36 1 88.6 Member Primary Data Label I Joint J Joint Rotate de Section/Shape Tv pe Desi n List Material Desi n Rules 1 M1 N1 I N2 I IMechanical sup... I Beam I Wide Fla noe A36 Gr.36 Typical RISA-2D Version 14.0.0 r [C \Users\dfentc,n\Dozumenfs\RISA\Model Files\untitled.r2d] Page 1 Company Sept 24, 2015 11RISA Designer Job Number Checked By: r E c e" 01 o o l e s .Model Name MUA Unit Member Advanced Data Label I Release J Release I Offset in J Offset in T/C OnlyPh sisal TOM Inactive 1 M1 PIN PIN I I I I Yes Joint Coordinates and Temperatures I AhPI X rffl v rfTl To..,n rCl 1 N1 0 0 V 0 2 N2 24 0 0 3 N3 12 0 0 4 N4 10.67 0 0 5 N5 16.67 0 0 Joint Boundary Conditions Hot Rolled Steel Design Parameters Label Sha a Len th ft Lb -out ft Lb -in ft Lcom toD[ftl LconID bot ft K-out K-in Cb Function 1 M1 IMechanical s.. 24 1 1 1 2 1 1 1 1 ILateral Joint Loads and Enforced Displacements (BLC 1 : dead) Member Point Loads Member Label Direction Ma nitude k k-ft Location ft °° No Data to Print ... Member Distributed Loads (BLC 9 : dead) Member Label Direction Start Ma nitude k/ft F End Maonituderk/ft.Fl Start LocationLft,%1 End Location ft ° 1 M 1 I Y 1 -.045 1 -.045 1 0 1 0 Member Distributed Loads (BLC 2: snow) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft Start Location ft ° End Location[ft °o 1 M 1 I Y -.075 1 -.075 1 0 1 0 Basic Load Cases RISA-2D Version 14.0.0 , [C-\ ssers\rif:,:i,:-':Documents\RISA\Model Files\untitled.r2d] Page 2 D-3 Company IIRISA Designer Job Number TECHNOLOGIES Model Name MUA Unit Sept 24, 2015 Checked By: Load Combinations np-.;r intinn Snl Pr)_ SR RI C Fact RI C Fact RI C Fart RI C Fact RI C Fact RI C Fact RI C Fact RI C Fact RI C Fact RI C Fact Load Combination Design nimcrrintinn ACIF r.n ARIF Cnrviro Hnt Rnllari rnlrt Fnrm Wnnri r.nnrrPtP Macnnry Fnntinnc Ahiminnm 1 IBC 16-8 .9 Yes Yes Yes Yes Yes Yes Yes Yes 2 IBC 16-9 Yes Yes Yes Yes Yes Yes Yes Yes 3 IBC 16-10 (a) 1.25 Yes Yes Yes Yes Yes Yes Yes Yes 4 IBC 16-10 (b) 1.15 Yes Yes Yes Yes Yes Yes Yes Yes 5 IBC 16-10 (c) 1.15 Yes Yes Yes Yes Yes Yes Yes Yes 6 IBC 16-11 (a) 1.25 Yes Yes Yes Yes Yes Yes Yes Yes 7 IBC 16-11 (b) 1.15 Yes Yes Yes Yes Yes Yes Yes Yes 8 IBC 16-11 (c) 1.15 Yes Yes Yes Yes I Yes Yes Yes Yes Joint Deflections LC Joint Label X in Y rinl Rotation frad No Data to Print ... Joint Reactions LC Joint Label X k Y [kl MZ k-ft No Data to Print ... Member Section Forces LC Member Label Sec Axial k Shear k Moment k-ft No Data to Print ... Member Section Stresses LC Member Label Sec Axial ksi Shear[ksil Top Bendin [ksi] Bot Bendin ksi No Data to Print ... Member Section Deflections LC Member Label Sec x finl y finln L/y Ratio No Data to Print. Member RISC 13th(360-05): ASD Steel Code Checks LC Member Shape UC Max LocLftl Shear UC Loc ft Pnc/om [kl Pnt/om k Mn/om fk-ftl Cb E n No Data to Print. RI, SA-2D Version 14.0.0 [Csxa)sel's\dfenton\Documents\RISA\Model Files\untitl jd.r2d] D-4 Company Sept 24, 2015 D O Designer Job Number Checked By: Y e c H H o I. Model Name MUA Unit Warning Loa Message No Data to Print ... RISA-2D Version 14.0.0 : fC k ysers\dfenton\Documents\RISA\Model Files\untitled.r2d] Page 4 D-5 Company Sept 24, 2015 Designer JobNumber Checked By: T E C H W a r, o c r e s Model Name MUA Unit Envelope Joint Reactions L.;-+ v rui I r v rw !` KA--t r4_Rl I r 1 N 1 max 0 1 2.083 4 0 1 2 min 0 1 1.183 1 0 1 3 N2 max 0 1 2.236 4 0 1 4 min 0 1 1.336 1 0 1 5 Totals: max 0 1 1 4.32 4 6 min 0 1 1 2.52 1 RISA-2D Version 14.0:0 [C:\Users\dfenton\Docurnennts\\RISA\Model Files\untitled.r2d], r-':. Page 1 Company RRESA Designer Job Number TECHNOLOGIES Model Name MUA Unit Envelope Joint Displacements Sept 24, 2015 Checked By: hint X finl I_C Y finl I C Rntatinn fraril I C 1 N1 max 0 1 0 1 0 1 2 min 0 1 0 4 0 1 3 N2 max 0 1 0 1 0 1 4 min 0 1 0 4 0 1 5 N3 max 0 1 -.457 1 -8.933e-5 4 6 min 1 0 1 -.732 4 1 -9.024e-5 1 7 N4 max 0 1 1 -.449 1 -9.514e-4 1 8 min 0 1 -.72 4 -1.452e-3 4 9 N5 max 0 1 -.379 1 4.472e-3 4 10 min 0 1 -.606 4 2.794e-3 1 ' RISA-2D Version 14.0.0 [C:\Users\dfenton\Document$\RIGA'%h,'odel Files\untitled.r2d] Page 2 Dal Company Sept 24, 2015 IIRISA Designer Job Number Checked By: r e c H N O L O G I E S Model Name MUA Unit Envelope Member Section Forces Memher Sec Axialrkl 1 C Shearfkl I C Mnmentrk-ftl I C 1 M1 1 max 0 1 2.083 4 0 1 2 min 0 1 1.183 1 0 1 3 2 max 0 1 1.278 4 -6.035 1 4 min 0 1 .828 1 -10.085 4 5 3 max 0 1 -.077 1 -9.209 1 6 min 1 0 1 -.077 7 -14.609 4 7 4 max 0 1 -.981 1 -6.954 1 8 1 min 0 1 -1.431 41 -11.004 4 9 5 max 0 1 -1.336 1 0 1 10 min 0 1 -2.236 4 0 1 �.A ,RISA ?D Version 14.0.0 [C:\Users\dfenton\Documents\RISA\Model Files\untitled:r2d] _ Page 3 D-8 Company Sept24,2015 FR I SA Designer Job Number Checked By: T E c H N 0 L o c E s Model Name MUA Unit Envelope Member Section Stresses Mamhar Sar. AYinirksil I C: ghaarfksil 1 r. Tnn Ronrlin I C Rnttnm Rcniiinnfkcil I C 1 M1 1 max 0 1 .875 4 0 1 0 1 2 min 0 1 .497 1 0 1 0 1 3 2 max 0 1 .537 4 8.127 4 -4.864 1 4 min 0 1 .348 1 4.864 1 -8.127 4 5 3 max 0 1 -.032 1 11.773 4 -7.421 1 6 min 0 1 -.032 7 7.421 1 1 -11.773 4 7 4 max 0 1 -.412 1 8.867 4 -5.604 1 8 min 0 1 -.601 4 5.604 1 -8.867 4 9 5 max 0 1 -.562 1 0 1 0 1 10 min 0 1 -.94 4 0 1 0 1 RISA-2D Version 14.0.0 - 'Lo:ti; :ers\dfenton\Documents\RISA\Model Files\untitled.r2d] :.'gage D-9 7 Company Sept 24, 2015 I'IRISA Designer Job Number Checked By: T E C H N O L O G I E S Model Name MUA Unit Envelope Member Section Deflections Member Sec x in LC y fin'lLC L/y Ratio LC 1 M1 1 max 0 1 0 1 NC 1 2 min 0 1 0 1 NC 1 3 2 max 0 1 -.317 1 907.394 1 4 min 0 1 -.513 4 561.314 4 5 3 max 0 1 -.457 1 630.091 1 6 min 0 1 -.732 4 393.252 4 7 4 max 0 1 -.328 1 877.52 1 8 min 0 1 -.524 4 549.323 4 9 5 max 0 1 0 1 NC 1 10 min 0 1 0 1 NC 1 TP RISA-2D Version 14.0.0 [C:\Users\dfenton\Documents\RISA\Model:..F ins\ur.titled.r2d] Page 5 D-10 Company 00puSA Designer Job Number recBN0L0GIEs Model Name MUA Unit Sept 24, 2015 Checked By: Envelope RISC 13th(360-05): ASD Steel Code Checks Member Sha a Code Check Loc ft LC Shear ... Loc ft LC Pnc/om ..Pnt/om fkj Mn/om ... Cb E n 1 M 1 I W 12x14 1 .468 111.5141 .065 1 24 141 4.277 189.677131.257 11 H 1-1 b RISA-2D Version 14.0.0 [C:\Users\dfenton\Documents\Ri�t;� .\'i;l::del Files\untitled.r2d] Page 6 D-11 i` Page 1 of I &Associates, I nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection Field Report NO.: 06616047DFR2222016JT DATE: 2/22/2016 Set Count: CONTRACTOR: JEM CONST. PROJECT #: 06616047 PERMIT #: D 15-0247 PROJECT: DIN TAI JUNG INSPECTOR: Jeffry Tuttle LOCATION: 2800 SOUTHCENTER PARKWAY JURISDICTION: CITY OF TUKWILA KA P.M.: BILL WEATHER: RAIN TEMP: A KRAZAN & ASSOC. REPRESENTITIVE ARRIVED ON SITE AS REQUESTED. OBSERVE AND REVIEW GENERAL NOTES. OBSERVE AND REVIEW STRUCTIURAL DRAWINGS. OBSERVE AND REVIEW WELD PROCEDURE AND WELDER QULIFICATIONS. PERFORM VISUAL WELD INSPECTION HVAC UNIT MECHANICAL SUPPORT FRAME MODIFICATIONS PER STRUCTURAL DRAWING S3.0 DETAILS 7 & 8 AT 3 LOCATIONS. GRID LINE 6 TO 7 ON V.5 TO V.7, GRID LINE 6 TO 7 ON W.6 TO W.9 LINE, GRID LINE 10.1 TO 10.3 ON V.3 TO V.6 LINE. WELDING WAS FOUND TO BE ACCEPTABLE PER AWS D1.1. WORK COMPLIES WITH DRAWING SPECIFICATIONS. Reviewed By: ASTM Test #: Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the wriven permission of the client and Kazan & 4sociatec. This report indicates our inspectors observation and testing results basal on -ite conditions and contractor activities. This information is subject to review, prior to final submittal. By signing this report. our inspector does net accept responsibility for validity of results. The same informution has been provided by others on site. Washington Awodabm of BulAng Oftats P.O. Sox 73SO:OtymPW, WA 98507 Certified Welder Card CHA© E. SMITH 322 N CAPITOL WAY r OLYMPIA, WA- 98501 f • JAIL! 1.2017 W07627 Renew on orbefore expiration date w8 T!6?/hrlld oDcardar��e4•wwN�idin WABOeNofOl3 D-HIS CARD IS THE PROPERTY OF WABO 0;A7 RECEIVED CITY OF TUKWILA MAR 0 3 2016 PERMIT CENTER s City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 16, 2015 GRACE ROBINSON 2505 THIRD AVE, SUITE 324 SEATTLE, WA 98121 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0247 WESTFIELD MALL - 141 SOUTHCENTER MALL Dear GRACE ROBINSON, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l Ix17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All plan sheets and the front cover of structural calculation produced by a Washington State licensed architect, structural engineer or civil engineer shall have on those sheets original wet stamp with wet signatures. (Electronic copies shall not be approved.) (BUILDING REVIEW NOTES) 1. Provide engineers calculations front sheet wet signed and wet stamp to include all engineers plan sheets wet stamped and signed by the engineer. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, V O4P Rachelle Ripley Permit Technician File No. D15-0247 6300 Southcenter Boulevard Suite #100 9 Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0247 DATE: 10/28/15 PROJECT NAME: WESTFIELD SOUTHCENTER SITE ADDRESS: 141 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: A"S &(- �- q-uS, Building Division l^JI Fire Prevention Public Works ❑ Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: ❑ Planning Division ❑ ❑ Permit Coordinator a DATE: 10/29/15 Structural Review Required ❑ DATE: DUE DATE: 11/26/15 Approved with Conditions Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: I L 18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 15-0247 DATE: 09/25/15 PROJECT NAME: WESTFIELD MALL -SUITE 712 SITE ADDRESS: 80, SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter #, DEPARTMENTS: K IV Building Division ON 1q A(vj Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Revision # before Permit Issued Revision # after Permit Issued * hwG 10'14 Fire Prevention IN Structural ❑ o vv A14A Planning Division of Permit Coordinator 01 DATE: 09/29/15 Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/27/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12118/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number:D 15-0247 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued y�y rn OF Tuv, ttA ❑ Revision requested by a City Building Inspector or Plans Examiner OCT 2 6 2015 ❑ Deferred Submittal # I PERMIT CENTER Project Name: WESTFIELD SOUTHCENTER Project Address: 141 SOUTHCENTER MALL Contact Person: f p,� Phone Number: 2 ep e,,,7 2,Q70d1 Summary of Revision: Sheet Number(s): .5 "Cloud" or highlight all area of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on of revision t 1 t� , W:\Permit Center\Templates\Form¢\Revision Submittal Porm.doc Revised: August 2015 J E M CONSTRUCTION INC Page 1 of 2 Home Inicio en Espanol Contact. Safety (0 Washington State Department of Labor & Industries J E M CONSTRUCTION INC Search L&I 1 5 s;(c^! A-Z Index Help My Secure I.,&I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 29506 8TH AVE S ROY, WA98580 Principals 253-843-2765 MILLER, JAMES E, PRESIDENT PIERCE County Doing business as J E M CONSTRUCTION INC WA UBI No. Business type 601 770 782 Corporation Governing persons JAMES E MILLER LORI K MILLER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ..................................................................... Meets current requirements. License specialties GENERAL License no. JEMCOI*033DD Effective — expiration 03/04/1997— 05/15/2017 Bond CBIC $12,000.00 Bond account no. SA7695 Received by L&I Effective date 03/19/2002 03101 /2002 1 Expiration date Until Canceled Insurance American States Insurance Co $1,000,000.00 Policy no. 01C12205496 Received by L&I Effective date 04/20/2015 04/16/2015 Expiration date 04/16/2016 Insurance history savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 10-2-11928-6 Dismissed https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601770782&LIC=JEMCOI*033DD&SAW= 12/31/2015 J E M CONSTRUCTION INC Page 1 of 2 Home Inil to en E zp fiol Contact Safety Washington State Department of Labor & Industries A-Z .Index Help Yly Secure I &I Claims & Insurance Workplace Rights Trades & Licensing J E M CONSTRUCTION INC Owner or tradesperson 29506 8TH AVE S ROY, WA98580 Principals 253-843-2765 MILLER, JAMES E, PRESIDENT PIERCE County Doing business as J E M CONSTRUCTION INC WA UBI No. Business type 601 770 782 Corporation Governing persons JAMES E MILLER LORI K MILLER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ....._..._............................................_............... Meets current requirements. License specialties GENERAL License no. JEMCOI'033DD Effective — expiration 03/04/1997— 05/15/2017 Bond ................ CBIC $12,000.00 Bond account no. SA7695 Received by L&I Effective date 03/19/2002 03/01/2002 Expiration date Until Canceled Insurance American States Insurance Co $1,000,000.00 Policy no. 01 C12205496 Received by L&I Effective date 04/20/2015 04/16/2015 Expiration date 04/16/2016 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 10-2-11928-6 Dismissed I' https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=601770782&LIC=JEMCOI * 033DD&SAW= 12/31/2015 ABBREVIATIONS V ANGLE FL FLOOR PS PAINT SYSTEM CENTER LINE FLG FLASHING PSF POUNDS PER SQUARE FOOT 0 DIAMETER OR ROUND FLUOR FLUORESCENT PSI POUNDS PER SQUARE INCH # NUMBER OR POUND FM FACTORY MUTUAL PT PRESSURE TREATED PENNY FOC FACE OF CONCRETE PTD PAPER TOWEL DISPENSER -L PERPENDICULAR FOF FACE OF FINISH PTD/R PAPER TOWEL DISPENSER IL PLATE FOIC FURNISH BY OWNER AND RECEPTACLE INSTALL BY CONTRACTOR PTN PARTITION AB ANCHOR BOLT FOIO FURNISH BY OWNER PTR PAPER TOWEL RECEPTACLE AC ACOUSTICAL INSTALL BY OWNER PVMT PAVEMENT A/C AIR CONDITIONING FOS FACE OF STUD ACP ACOUSTICAL CEILING PANEL FS FULL SIZE QT QUARRY TILE ACT ACOUSTICAL TILE FT FEET ADH ADHESIVE FTG FOOTING R RISER ADJ ADJACENT FTIC FURNISHED. BY TENANT RA RETURN AIR ADJT ADJUSTABLE INSTALLED BY CONTRACTOR RAD RADIUS AF ACCESS FLOOR FTIO FURNISHED BY TENANT RB RESILIENT BASE AFF ABOVE FINISH FLOOR INSTALLED BY OWNER R&S ROD & SHELF AL ALUMINUM FURR FURRING RD ROOF DRAIN ALT ALTERNATE FLIT FUTURE RD/O ROOF DRAIN OVERFLOW AP ACCESS PANEL FUTURE- FUTURE ROUGH IN ONLY REBAR REINFORCING BAR APC ACOUSTICAL PANEL CEILING RIO REF REFERENCE APPROX APPROXIMATE FX FIXED REFR REFRIGERATOR ARCH ARCHITECTURAL REINF REINFORCED ASPH ASPHALT GA GAGE REQ'D REQUIRED BD BOARD GALV GALVANIZED REV REVISION BETW BETWEEN GB GRAB BAR RH RIGHT HAND OR ROBE HOOK BLDG BUILDING GL GLASS OR GLAZING RESIL RESILIENT BLK BLOCK GLBM GLU-LAM BEAN RM ROOM BLDG BUILDING GEN CONTR GENERAL CONTRACTOR RO ROUGH OPENING BM BEAM GND GROUND RT RESILIENT TILE BRG BEARING GR GRADE RUB RUBBER BOT BOTTOM GWB GYPSUM WALL BOARD RVS REVERSE BSMT BASEMENT RW RAIN WATER BUR BUILT UP ROOF HB HOSE BIB RWL RAIN WATER LEADER HC HOLLOW CORE OR HANDICAP CAB CABINET HDR HEADER S SOUTH CB C CATCH BASIN HDWD HARDWOOD Sc SOLID CORE CBU CATCH TIOUS BACKER UNIT HDWE HARDWARE SCD SEAT COVER DISPENSER CEM CEMENT HM HOLLOW METAL SCHD SCHEDULE CER CERAMIC HORIZ HORIZONTAL SD SOAP DISPENSER CFM CUBIC FEET PER MINUTE HR HT HOUR HEIGHT SECT SECTION CFT CONDUCTIVE FLOOR TILE HTG HEATING SF SQUARE FEET CG CORNER GUARD HVAC HEATING/VENTILIATION/ SIM G S �EA�TRING CHBD Cl CHALK BOARD CAST IRON AIR CONDITIONING SK SINK CJT CONTROL JOINT HWH HOT WATER HEATER _SLR SEALER CLF CHAIN LINK FENCE ID INSIDE DIAMETER/ SND NAPKIN CLG CEILING DIMENSION DISPENSER R CJ CONSTRUCTION JOINT IG INSULATED GLAZING SNR SANITARY NAPKIN CLK CLO CAULKING CLOSET IHM INSULATED HOLLOW METAL SNT RECEPTACLE SEALANT CLR CLEAR IN INCH SPEC SPECIFICATION CMU CONCRETE MASONRY UNIT INCL INCLUDE SQ SQUARE CNTR COUNTER INSUL INSULATION SST STAINLESS STEEL CO CLEANOUT INT INTERIOR SSK SERVICE SINK COL COLUMN ST STONE/STONE TILE CONC CONCRETE JAN JANITOR STA STATION CONSTR CONSTRUCTION JT JOINT STC SOUND TRANSMISSION CONT CONTINUOUS KIT KITCHEN CLASS CORR CORRIDOR KO KNOCK OUT STD STANDARD CPT CT CARPET CERAMIC TILE KS KNEE SPACE STL STOR STEEL STORAGE CTR CENTER STRL STRUCTURAL CY CUBIC YARD LAM LAMINATE LAV LAVATORY SVSP SHEET VINYL DBL DOUBLE LB G BOLT SYM SYMMETRICAL DEPT DEPARTMENT LF L DIET DETAIL LG LENGTH T TREAD DF DRINKING FOUNTAIN(W/0 COOLER) LH LEFT HAND TB TOWEL BAR DIA DIAMETER LINO LINOLEUM T&B TOP & BOTTOM DIAG DIAGONAL LKR LOCKER TG TEMPERED GLASS DIM DIMENSION LT LIGHT THK THICK D DISPENSER THR THRESHOLD 'TEMPERED DN DOWN MACH MACHINE TIG INSULATED DR DOOR OR DRAIN MATL MATERIAL GLAZING DWR DRAWER MAX MAXIMUM TO TOP OF DS DOWNSPOUT MECH MECHANICAL TOC TOP OF CONCRETE DW DISHWASHER MET OR MTL METAL TOP TOP OF PAVEMENT DWG DRAWING MEZZ MEZZANINE TOS TOP OF STEEL MFR MANUFACTURER TOSL TOP OF SLAB E EAST MH MANHOLE TOW TOP OF WALL EA EACH MIN MINIMUM TPD TOILET PAPER DISPENSER EB EXPANSION BOLT MIR MIRROR TPH TOILET PAPER HOLDER EJ EXPANSION JOINT MISC MISCELLANEOUS TPTN TOILET PARTITION EL ELEVATION MILD MOLDING TS TUBULAR STEEL ELEC ELECTRIC MRGWB MOISTURE RESISTANT GYP BD TV TELEVISION ELEV ELEVATOR MTD MOUNTED TYP TYPICAL EM ENTRY MAT MULL MULLION UL UNDERWRITERS LABORATORY UNF UNFINISHED EMER EMERGENCY N NORTH UON UNLESS OTHERWISE NOTED ENCL ENCLOSURE OR ENCLOSED NIC NOT IN CONTRACT UR URINAL EP ELECTRICAL PANEL NO/# NUMBER EWC ELECTRIC WATER COOLER NOM NOMINAL VAR VARIES EPX EPDXY NTS NOT TO SCALE VCT VINYL COMPOSITION TILE EQ EQPT EQUAL EQUIPMENT OA OVERALL VERT VERTICAL EST ESTIMATE OC ON CENTER VEST VESTIBULE EX EXPANSION OD OUTSIDE DIAMETER/ VIN VINYL EXIST EXISTING DIMENSION VWC VINYL WALL COVERING EXT EXTERIOR OFF OFFICE W W/ WEST WITH OH OVERHEAD FA FIRE ALARM OPH OPPOSITE HAND W/O WITHOUT FBO FURNISHED BY OTHERS OPNG OPENING WC WATER CLOSET FCIC FURNISHED BY CONTRACTOR OPP OPPOSITE WD WF WOOD WIDE FLANGE INSTALLED BY CONTRACTOR PERP PERPENDICULAR WG WIRE GLASS FCTY FACTORY PFN PREFINISHED WP WATER PROOF FD FLOOR DRAIN PL PLATE OR PROPERTY LINE WR WATER RESISTANT FDN FOUNDATION P LAM PLASTIC LAMINATE WSCT WAINSCOT FE FIRE EXTINGUISHER PLYWD PLYWOOD WT WEIGHT FEC FIRE EXTINGUISHER CABINET PNL FF FACTORY FINISH PNT PAINT XFMR TRANSFORMER FIN FINISH PR PAIR YD YARD CD J Q W W _ co Of W > 0 U >_ cL N 0 mmilmmiel!W COLUMN LINE/GRID LINE DOOR NUMBER TO CORRESPOND TO ROOM ENTERING OX KEY NOTE WT PARTITION TYPE REVISION NUMBER ��-- REVISION CLOUD AROUND REVISION MATCH LINE - - SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT 1492 EQUIPMENT NUMBER BUILDING SECTION (IDENTIFY ON PLAN) SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN SECTION (IDENTIFY ON ELEVATIONS) SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN 9,4, X DETAIL AX.X DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN GENERAL NOTES W@W WNDOW BUG A INTERIOR ELEVATION(S) D AX.X 13 -- ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN TITLE ROOM IDENTIFICATION TITLE2 TITLE3 ROOM NAME ROOM #------ ROOM NO. ROOM z FINISH GRADE E 68.5 EXISTING GRADE - - PROPERTY LINE 78 NEW OR FINISHED CONTC 71 EXISTING CONTOURS TCP OF WALL PNORTHT N TOP OF CURB AREA OF WDW TOP OF PAVEMENT PROJECT NORTH DENOTES CHANGE IN ELEVATION PT FINISH BUG 2 1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITH O.S.H.A. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 4. SEPARATE PERMITS, WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE DESIGN/BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER/TENANT/ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN/BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE FIRE PREVENTION BUREAU FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. 5. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL. 6. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. 7. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS OTHERWISE NOTED. 8. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 9. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL PROVIDE OWNER WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER. 11. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE, NATIONAL ELECTRICAL CODE AND ALL OTHER APPLICABLE STATE OR LOCAL LAWS AND REGULATIONS. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO THE PREVIOUS LISTED CODES. 12. PROTECTIVE MEASURES SHALL BE 'TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 13. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICES. 14. ALL WATER FIXTURES MUST COMPLY WITH WAC 51-26-180 WATER CONSERVATION AND/OR ANY JURISDICTION'S PERFORMANCE STANDARDS. 15. WHEN CHANGES TO THE MECHANICAL SYSTEM REQUIRE A MECHANICAL PERMIT THEY SHALL COMPLY WITH THE MOST CURRENT UNIFORM MECHANICA CODE AND WITH ANY LOCAL JURISDICTION REQUIREMENTS. 16. CONTRACTOR IS TO COMPLY WITH CHAPTER 33 OF THE INTERNATIONAL BUILDING CODE CONCERNING PROTECTION OF PEDESTRIANS DURING CONSTRUCTION. 17. PRIOR TO FINAL INSPECTION, A CERTIFICATE OF CONSTRUCTION COMPLIANCE SHALL BE READY FOR THE INSPECTOR. THE CERTIFICATE SHALL STATE "BASED UPON PERSONAL KNOWLEDGE, THAT THE WORK APPEARS TO HAVE BEEN PERFORMED, AND THE MATERIALS USED AND INSTALLED APPEAR I EVERY MATERIAL RESPECT IN COMPLIANCE WITH THE PLANS". THE CERTIFICATE MUST BE SIGNED BY ONE OR MORE OF THE FOLLOWING: (A) OWNER, (B) GENERAL CONTRACTOR, (C) AN APPROVED INDEPENDENT INSPECTOR OR INSPECTION AGENCY. 18. ASBESTOS AND HAZARDOUS WASTE EXCLUSION: THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION. REVISIONS No chancres sham bn mnde to the scope of V„nf!c Withn!!i prior approval of G-.ui'dincd Division. MCTZ: require a nciv plan submittal and may inC!ude additional plan review fees. I FILE Permit NO. PIry l i1f.1vi3wapproval is SUbjmot tv vituru Tina Omissions. t,onstruction documents does not authorize Vl'01.1tic n c; any :adopted code or ordinance. Receipt o- a provcd Field Copy and conditions is acknowiedged: �� _.,.. mot✓ Date:�� City of Tukwila BUILDING DIVISION PROJECT DIRECTORY ARCHITECT/CONTACT.- ARCHITECT OF RECORD: TENANT: LANDLORD/OWNER GENERAL CONTRACTOR CRAFT ARCHITECTS, PLLC. CONTACT. 2505 THIRD AVE, STE. 324 PHONE: SEATTLE, WASHINGTON 98121 EMAIL: KATHRYN M. CRAFT SUITE 712, RE -DEMISE (FUTURE TENANT: DIN TAI FUN(;) WESTFIELD SOUTHCENTER CONTACT: 2800 SOUTHCENTER BLVD. PHONE: TUKWILA, WASHINGTON 98188 EMAIL: TBD CONTACT: • /, MALL SITE PLAN NTS VICINITY MAP T FOR: Vmsbhanical L _.ectrical 05,Plumbing W,-das Piping c -y of Tukwila f U ''.._rN1G DIVISION PHONE: EMAIL: BRETT CONWAY (206) 720-7001 BRETT®CRAFTARCHITECTS.COM APPROVED BY: Initials Date WAYNE JOHNSON (206) 714-3485 WJOHNSON®WESTFIELD.COM PROJECT INFORMATION SOUTHCENTER MALL 1068 SOUTHCENTER BLVD. TENANT SPACE #712 TUKWILA, WASHINGTON 98188 INDEX OF DRAWINGS T1.1 GENERAL INFORMATION AND SITE PLAN A2.1 DEMOLITION PLAN & FLOOR PLAN A101 RAINFOREST CAFE FLOOR PLAN (FOR REFERENCE ONLY) A801 RAINFOREST CAFE REFLECTED CEILING PLAN (FOR REFERENCE ONLY) S1.0 GENERAL STRUCTURAL NOTES S1.1 SPECIAL INSPECTIONS SCHEDULE AND ABBREVIATIONS S2.1 ROOF FRAMING PLAN S3.0 DETAILS MEP DRAWINGS ARE SUBMITTED UNDER SEPARATE PERMIT NUMBERS BUT ARE CONSIDERED PART OF THIS SET: M0.1 MECHANICAL LEGEND AND GENERAL NOTES MO.2 MECHANICAL ABBREVIATIONS AND DETAILS MO.3 MECHANICAL SCHEDULES MD1.1 MECHANICAL DEMOLITION PLANS M1.1 MECHANICAL PLANS ED.1 ELECTRICAL LEGENDS E1.0 ELECTRICAL FLOOR PLAN PO.1 PLUMBING LEGEND AND GENERAL NOTES PO.2 PLUMBING ABBREVIATIONS, SCHEDULES AND DETAILS PD1.1 PLUMBING DEMOLITION PLANS P1.1 PLUMBING PLANS F1.1 FIRE PROTECTION PLAN PROJECT DESCRIPTION SCOPE OF WORK SHALL INCLUDE RE -DEMISING EXISTING TENANT SPACE INTO (2) NEW TENANT SPACES. THE LANDLORD BUILD OUT OF DEMISING WALLS IS IN PREPARATION FOR FUTURE TENANT. WORK SHALL INCLUDE, BUT NOT BE LIMITED TO: SELECTIVE DEMOLITION OF FINISHES, CONSTRUCTION OF NEW DEMISING WALLS, EXTEND REQUIRED UTILITIES TO THE FUTURE TENANT SPACE AS REQUIRED. NEW ROOFTOP MECHANICAL UNITS WILL BE PROVIDED ALONG WITH THE REQUIRED STRUCTURAL SUPPORTS. TAX PARCEL # 920247-0130 LEGAL DESCRIPTION WEA SOUTHCENTER LLC BSIP PER BSIP REC VOL 256 PGS 1-9 WHICH REPLACES BSIP REC VOL 249 PGS 77-84 (AKA PARCEL A TUKWILA BSIP #1_10-032 REC #20101021000765) CODE/ZONING INFORMATION www.craftarchitects.com I � � x i f o i •;• i u� n� �I s I � 1 REVIEWED FOR h QDE COMPLIANCE GOVERNING BUILDING CODES: , ,'APPROVED 2012 IBC 2012 IPC NOV 0 3 2015 2012 IFC 2009 ICC/ANSI A117.1 (ACCESSIBILITY) 2012 IECc Cify of Tukwila REGULATIONS &ORDINANCES BUILDING DIVISION 2012 WASHINGTON STATE AMENDMENTS 2012 WASHINGTON STATE ENERGY & VENTILATION CODE ZONING DISTRICT: TUC- TUKWILA URBAN CENTER EXISTING OCCUPANCY CLASSIFICATION: M (MERCANTILE) RECEIVEC? TYPE OF CONSTRUCTION: II CITY OF TUKWILAL, SEP 2 5 2015 SPRINKLER SYSTEM: FULLY SPRINKLERED PERMIT CENTER AREA SEPARATION: SECTION 402.4.2.1- EACH TENANT SHALL BE SEPARATED BY A FIRE PARTITION IN ACCORDANCE TO SECTION 708. A TENANT SEPARATION WALL IS NOT REQUIRED BETWEEN ANY TENANT SPACE AND THE MALL. CONTRACTOR SHALL COORDINATE WITH BUILDING INSPECTOR FOR STAGGERING OF GYPSUM WALL BOARD ON TENANT DEMISING WALLS THAT HAVE PREVIOUSLY INSTALLED GYPSUM WALL BOARD INSTALLED ON ADJACENT TENANT'S DEMISING WALL. ACTUAL FLOOR AREAS: RETAIL STORE, EXISTING TENANT SPACE (M) 9,401 SQ FT (LEASE SPACE) OCCUPANCY LOAD: OCCUPANCY LOAD CALCULATIONS TO BE PROVIDED WITH FUTURE TENANT IMPROVEMENT PARKING REQUIREMENTS NUIL: F'AKKINU SIALLS AKL UISIING. SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE CHANGES. PLUMBING FIXTURE REO'S PLUMBING FIXTURE CALCULATIONS TO BE PROVIDED WITH FUTURE TENANT IMPROVEMENT SEPARATE PERMIT SUBMITTALS %�J52 �RIEGtSTIER�D ARCHITECT KUHRYN M. CRAFT Att OF WASHING7( Submittals/Revisions: FOR PERMIT 09/25/2015 Sheet Title: GENERAL INFORMATION AND SITE PLAN Date: 09/25.12015 Design: BC Drawn: GR SC Project No: 15-145 Approved: KMC Building No: T1.1 Sheet No: COPYRIGHT CRAFT ARCHITECTS 2015 DEMOLITION KEY NOTES: <x 1. EXISTING ACCESSIBLE ENTRANCE/EXIT TO REMAIN 2. EXISTING COLUMNS TO REMAIN, TYP. ALL DECORATIVE WRAPS TO BE DEMOLISHED. 3. NOT USED POPOUT 4. ALL FINISHES ON SOFFIT ON MALL SIDE TO BE REMOVED. CLEAN AND REPAIR SURFACE AND RESTORE PROFILE TO MATCH ADJACENT LINE MALL 5. EXISTING TENANT FINISHES AT ENTRY TO BE REMOVED, PREPARE OPENING FOR FUTURE TENANT FINISH 6. DEMOLISH EXISTING TENANT FLOOR FINISHES BEYOND LEASE LINE ON MALL SIDE AND PROVIDE MALL STANDARD TILE TO LEASE LINE ON MALL SIDE. REPAIR AND FINISH TO MATCH ADJACENT MALL FLOOR FINISH. 7. ALL WATER ELEMENTS TO BE REMOVED AND CAP WATER LINES TO POINT OF ORIGIN OR AS INDICATED PER PLUMBING DRAWINGS. 8. EXISTING EXTERIOR WALL- PATCH, REPAIR AS REQUIRED AFTER DEMOLITION OF ADJACENT CONSTRUCTION. 9. NEW 1-HOUR FIRE RATED TENANT DEMISING WALL, FIRETAPE, CAULKED AND FINISHED TO A LEVEL 4 FINISH WITH (2) COATS OF PRIMER APPLIED LEASE 10. PROVIDE NEUTRAL PIER AND PROVIDE MALL STANDARD TILE BASE. LINE 11. PROVIDE TEMPORARY BARRICADE, MATERIAL SHALL BE WEATHER RESISTANT AND SUITABLE FOR THE APPLICATION OF THE FUTURE TENANT'S BRANDED GRAPHICS; INCLUDE A PAIR OF 3'x7' ACCESS DOORS. BARRICADE TO BE PROVIDED ALONG THE ENTIRE LENGTH OF DEMOLISHED TENANT SPACE FROM GRIDS S TO Y. 12. REMOVE ALL FIXTURES, FINISHES (FLOORING, CEILING, WALLS, COLUMN SURROUNDS). REFER TO PREVIOUS TENANT DRAWINGS, INCLUDED IN THIS DRAWING SET FOR REFERENCE AND FOR EXTENT OF SCOPE 13. EXISTING DEMISING WALL TO REMAIN, PATCH & REPAIR AS NECESSARY TO MAINTAIN 1-HOUR FIRE RATED ASSEMBLY. ASSUME 50% OF WALL REPAIR IS REQUIRED FOR BID PURPOSES 14. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ADDITIONAL SCOPE 15. ALL FIRE SAFETY, ALARMS, ETC. CURRENTLY LOCATED ON COLUMNS AND WALLS, SHALL BE PROTECTED AND REATTACHED TO SURFACE FOLLOWING DEMOLITION-TYP 16. EXTEND DEMISING WALL TO 3" FROM LEASE LINE PER 2/A2.1 AND PROVIDE NEUTRAL PIER PER 1/A2.1 17. NEW ROOF TOP HVAC UNITS. SEE MECH. AND STRUCTURAL DRAWINGS. 18. EXISTING ROOF TOP HVAC UNIT TO BE REMOVED. INFILL HOLE, PATCH ROOF MATCHING ADJACENT ROOF SYSTEM. - POPOUT LINE LEASE LINE TENANT SPACE GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS AND STRUCTURAL MEMBERS TO REMAIN, U.O.N. 1.1. EXTERIOR WINDOWS TO BE REMOVED 1.2. DOORS, DOOR FRAMES & DOOR CASING TO BE REMOVED 1.3. DOOR HARDWARE TO BE REMOVED 1.4. LIGHT FIXTURES TO BE REMOVED 1.5. SUSPENDED CEILING GRID AND PANELS TO BE REMOVED 1.6. GWB CEILING TO BE REMOVED 1.7. FLOOR FINISHES AND WALL BASE TO BE REMOVED 2. CONTRACTORS SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO ALL SURFACES AFFECTED BY DEMOLITION. REFINISH TO MATCH ADJACENT FINISH, OR AS NOTED HEREIN. 3. ALL FLOOR FINISHES (CARPET, VCT, CERAMIC TILE) AND FLOOR BASE TO BE REMOVED AND DISPOSED OF, TYPICAL THROUGHOUT. PREPARE FLOOR TO RECEIVE NEW FLOOR FINISHES. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 4. REMOVE INTERIOR PARTITIONS, COLUMN FURRING, FIXTURES, CABINETRY, DOORS AND DOOR FRAMES, AS DESCRIBED. DISPOSE OF ALL DEBRIS AND PATCH FLOOR AND WALLS AS REQUIRED. PREPARE SURFACES FOR NEW FINISHES U.N.O. 5. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING, BACKBOARD AND OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 6. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 7. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 8. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH DESIGNER BEFORE PROCEEDING. 9. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 10. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 11. IN ADDITION TO SPECIFIC DEMOLITION SCOPE IDENTIFIED, PERFORM MISCELLANEOUS DEMOLITION AS REQUIRED TO SUPPORT NEW CONSTRUCTION SCOPE. 12. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE PERMANENTLY COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. REMOVE TEMPORARY COVERS DAILY. 13. ALL NEW PARTITIONS WALLS TO BE WALL TYPE 1 , U.O.N. SEE SHEET A5.1 FOR WALL TYPES. 14. CONCRETE FLOORS SHALL BE DELIVERED A LEVEL PLANE THROUGHOUT. GC SHALL GRIND, PREP AND FLOAT CONCRETE FLOOR TO ACHIEVE LEVEL PLANE. LEGEND EXIST. PARTITION TO REMAIN _ _ = PARTITION TO BE DEMOLISHED NEW WALL / PARTITION - - - - LEASE LINE TENANT SPACE FILL FLUTES W/ FIRE SAFING COMPENSATION CHANNEL 0 ROOF DECK / STRUCTURAL MEMBER FIRE SEALANT BOTH SIDES 1" MIN. GAP ONE LAYER 5/8" TYPE X GWB, APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 6" METAL STUDS, 18 GA. ® 24" O.C. WITH 1" TYPE S DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. MAX DEFLECTION (1/240) BRACED ® 11'-7" PER SSMA. SOUND ATTENUATION BATT INSULATION WHEN SEPARATING TENANT SPACES JOINTS STAGGERED 24" ON EACH SIDE AND ON OPPOSITE SIDES. METAL STUD RUNNER ATTACHED TO EXISTING FLOOR W/ 5/3Z DIA. LOW - VELOCITY POWER -DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN. PER STUD MANUFACTURER'S RECOMMENDATIONS FIRE SAFING AS NECESSARY TO ACHIEVE (1) HOUR RATING 1 HR RATED PARTITION GA FILE NO. WP 1072 pn LEASE LINE STONE BASE AS REQUIRED AT NEUTRAL PIER, G.C. TO FIELD VERIFY HEIGHT OF BASE WITH ADJACENT NEUTRAL PIERS, MATERIAL TO BE FURNISHED BY LANDLORD PARTITION PER SCHEDULE, GWB PAINT TO LEVEL 4 FINISH LEASE LINE REViEwEb FOR CODE COMPLIANCE NOV 0 3 2015 City of Tukwila, BUILDING DmSibN". RECEIVED CITY OF T"UKWILA SEP 2 5 2015 PERMIT CENTER 4 k 2 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax CONSULTANT 7052 REGI STERD ARChiIT T K T RYN M.CRA STAT OF WASHINCTO / 3' Submittals/Revisions: FOR PERMIT 09/25/2015 Sheet Title: DEMOLITION PLAN & FLOOR PLAN Date: 09/25/2015 Design: BC Drawn: GR SC Project No: 15-145 Approved: KMC Building No: Sheet No: A201 COPYRIGHT CRAFT ARCHITECTS 2015 RAINFOREST PROSSER PIANO REVIEWED FOR ' CODE COMPLlA`NC;E,': APPROVE NOV 0 3 2015 `I RAINFOREST GAFE SOUTHCENTER, MALL TUKWILA, .12/22/98 60ENERAL 5TRUCTURAL NOTE5 (The following apply unless shown otherwise or the plans) CRITERIA PZNOVAnON I. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWIN65, 16. DEMOLITION: VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. 5HORING SPECIFICATIONS, THE 2012 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AN7 A5 NOTED ON THE PLANS. 2. TH15 STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODE REQUIREMENTS. IT HAS BEEN SAW GUTTING, IF AND INHERE USED, SHALL NOT OUT EXISTING REINFORCING THAT 15 TO BE SAVED. ANALYZED AND REINFORCED FOR MINIMUM MAINTENANCE IN ACCORDANCE WITH IBC SECTIONS 3405, 3404 4 DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD rHE EXISTING STRUCTURE. 5405 AND 15 WITHIN THE CURRENT PRACTICE FOR THE RENOVATION OF EXISTING BUILDINGS OF TH15 AGE AND TYPE OF CONSTRUCTION. TH15 5TRUCTURE HAS NOT BEEN ANALYZED OR DESIGNED FOR A SEISMIC UPGRADE. A. ALL NEW OPENIN65 THROUGH EXISTING WALLS, 5LAB5 AND BEAMS SHALL BE ACCOMPLISHED BY SAW GUTTING WHEREVER POSSIBLE. 3. DE516N LOADING CRITERIA B. VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO GUTTING ANY OPENINGS. ROOF SNOW LOAD ............................. 25 P5F C. SMALL ROUND OPENIN65 SHALL BE ACCOMPLISHED BY GORE DRILLING, IF POSSIBLE. MECHANICAL UNITS . ........................... . WEI6HT5 FURNISHED BY MANUFACTURER 4. STRUCTURAL DRAWIN65 SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWIN65 FOR ANGH BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 11. DRIVE PIN5, SHOT PINS AND OTHER POWDER -ACTUATED FASTENERS SHALL 3E LOW VELOCITY TYPE FASTENERS AS MANUFACTURED BY HILTI CORPORATION. WHEN GALLED FOR IN THE DRAWIN65, PROVIDE THE 5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO APPROPRIATE FASTENER AS NOTED IN THE TABLE BELOW FOR EACH GIVEN APPLICATION. INSTALL IN COMMENCING ANY WORK. ALL DIMENSIONS OF EXI5TING CONSTRUCTION 5HOWN ON THE DRAWING5 ARE STRICT ACCORDANCE WITH I.G.G. REPORTS NO. E5R-226q FOR THE X-U FASTENERS AND E5R-23lq FOR THE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. X-GP FASTENERS. MINIMUM EMBEDMENT IN CONCRETE SHALL BE I" UNLESS OTHERN15E NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE AND 4" CENTER TO CENTER 5PAGIN6. PROP05ED SUBSTITUTIONS 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS INDICATING EQUIVALENT OR GREATER COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. LOAD CAPACITIES. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, FASTENER ALLOWABLE 54EAR ALLOWABLE TEN51ON TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THEIR WORK. THE STRUCTURAL ENGINEER APPLICATION TYPE CAPACITY (LB5) CAPACITY (LB5) HAS NO OVERALL SUPERV15ORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE 51TE AND/OR FOR ANY HAZARDS RE5ULTING FROM THE ACTIONS OF ANY 2x TREATED X-CP 12 PS 523 250 115 TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR LUMBER TO CONCRETE w/ 1.33" EMBED REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR (2000 P51 MIN.) PERSONS AT THE PROJECT SITE. LT. GAUGE STEEL - 20 GA. X-U 21 PS 515 IqO 165 8. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND (33 MIL5) MIN. - TO STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES 5HOAN ON CONCRETE (2000 PSI MIN.) SHOP DRAWING5 ONLY WILL NOT 5AT15FY TH15 REQUIREMENT. q. DRAWING5 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE 2x LUMBER TO STRUCTURAL X-U 52 MX PLU5 250 115 NOT SPECIFICALLY INDICATED BUT ARE OF 51MILAR CHARACTER TO DETAILS SHOWN, 51MILAR DETAILS OF STEEL (5/16" MIN., R-25 WA5HER5 A36 OR GR. 50) CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. WHERE INFORMATION ON THE DRAWIN65 15 IN CONFLICT WITH THE SPECIFICATIONS, THE MORE STRINGENT SHALL APPLY, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE LT. GAUGE STEEL - 43 4 33 X-U la P8 TH 445 560 STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWIN65. MIL5 (IS 4 20 GA.) - TO 5TRUCT. STEEL (5/16" MIN. 10. ALL STRUCTURAL 5Y5TEM5 WHICH ARE COMPOSED OF FIELD ERECTED COMPONENTS SHALL BE TO 11/I6" MAX) 5UPERV15ED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. LT. GAUGE STEEL - ql, 68 X-U Iq P8 TH 120 555 $ 54 MIL5 (12,14 4 16 II. SHOP DRAWING5 FOR STRUCTURAL STEEL, SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL GA.) - TO 5TRUCT. STEEL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. ALL SHOP DRAWING5 SHALL AL50 BE (3/16" MIN. TO II/16" MAX) SUBMITTED TO THE BUILDING DEPARTMENT. LT. GAUGE STEEL - ALL GA. X-U Iq P8 TH 350 515 12. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF - TO 5TRUGT. STEEL (3/4" RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND AND GREATER) STAMP DRAWIN65 PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWIN65 FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF 2x TREATED X-GP 12 P8 523 105 100 CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. 5UBMITTAL5 SHALL LUMBER TO INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. A MINIMUM OF GROUTED GMU TWO WEEKS SHALL BE ALLOWED FOR REVIEW. LT. GAUGE STEEL - 20 GA. X-U 32 P8 515 220 225 13. SHOP DRAWING SUBMITTALS FROGE55ED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURP05E (33 MIL5) MIN. - TO OF SHOP DRAWING 5UBMITTAL5 BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE ENGINEER THAT THE GROUTED GMU CONTRACTOR UNDERSTANDS THE DE516N CONCEPT, BY INDICATING WHICH MATERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCE55ED BY THE ENGINEER, THE DE516N DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 14. SPECIAL INSPECTION: SHALL BE SUPERVISED BY A QUALIFIED TESTING AGENCY DE516NATED BY THE OWNER IN ACCORDANCE WITH SECTION 1104 OF THE IBC, THE PROJECT SPECIFICATIONS, AND THE SPECIAL INSPECTION SCHEDULE AT THE END OF THE STRUCTURAL NOTES. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND THE BUILDING. ANY MATERIALS WHICH FAIL TO MEET PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 15. MECHANICAL UNIT CONNECTIONS TO THE BUILDING SHALL BE DESIGNED BY THE MANUFACTURER FOR THE DE516N CRITERIA AND CONDITIONS SHOWN ON THE STRUCTURAL DRAWING5. MANUFACTURER SHALL SUBMIT DETAIL DRAWIN65 AND CALCULATIONS, BOTH OF WHICH BEAR THE STAMP AND SIGNATURE OF A REC715TERED PROFESSIONAL ENGINEER, STATE OF WA506TON. MANUFACTURER'S ENGINEER SHALL BE RE5PON51BLE FOR DESIGN, CODE CONFORMANCE, AND CONNECTION OF THE UNIT TO THE BASK STRUCTURE. ALL NECESSARY BRACING, TIES, ANCHORAGE, P15TRIBUTION MEMBERS, AND 51MILAR ELEMENTS SHALL BE FURN15HED AND INSTALLED IN CONFORMANCE WITH SUBMITTED DRAWIN65 AND CALCULATIONS. STEEL 15. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.1.5.C. SPECIFICATIONS AND CODES: A. A15C - STEEL CONSTRUCTION MANUAL, 14TH EDITION B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. C. SPECIFICATION FOR STRUCTURAL JOINTS USING A5TM A325 OR A410 BOLTS. Iq. STRUCTURAL STEEL, WIDE FLANGE (W AND WT) SHAPES SHALL CONFORM TO A5TM A1012, Fy = 50 K51; ALL OTHER ROLLED SHAPES SHALL CONFORM TO ASTM A36, FY = 36 K51. STEEL PLATE SHALL CONFORM TO A5TM A36, Fy = 36 K51. STEEL PIPE SHALL CONFORM TO A5TM A53, TYPE E OR 5, GRADE B, Fy = 35 K51. STRUCTURAL TUBING SHALL CONFORM TO A5TM A500, GRADE B, Fy = 46 K51. CONNECTION BOLTS SHALL CONFORM TO A5TM A301. ANCHOR BOLTS SHALL CONFORM TO A5TM F1554 GRADE 56, Fy = 36 K51. SUBSTITUTION OF MEMBER SIZES OR STEEL GRADE SHALL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF THE ENGINEER. STEEL BEAMS ARE EQUALLY SPACED BETWEEN DIMEN51ONED POINTS. ALL STEEL ANCHORS AND TIES AND OTHER MEMBERS EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED. ALL STEEL TO BE FIREPROOFED SHALL BE LEFT UNPAINTED. ALL OTHER STEEL SHALL HAVE ONE GOAT OF APPROVED SHOP PAINT. STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO WEATHER OR EARTH SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH A5TM A125' GALVANIZE BOLTS AND 51MILAR THREADED FASTENERS EXF05ED TO WEATHER OR EARTH IN ACCORDANCE WITH A5TM A153. ALL FIELD WELD5 EXP05ED TO WEATHER OR EARTH SHALL BE COATED WITH BRUSH APPLIED ZING RICH PAINT COMPLYING WITH A5TM A180 (Z.R.C. OR EQUIVALENT). A MINIMUM OF TWO BOLTS ARE REQUIRED FOR ALL CONNECTIONS. ALTERNATE CONNECTIONS TO THOSE 5HOWN ON THESE DRAWIN65 WILL REQUIRE PRIOR APPROVAL OF THE ENGINEER. ALL MEMBERS ARE TO BE ERECTED WITH THE NATURAL MILL CAMBER OR INDUCED CAMBER UP, UNLESS OTHERWI5E NOTED ON THE DRAWIN65. BEAM CAMBER ON THE DRAWIN65 15 THE UPWARD CAMBER REQUIRED IN THE BEAM AS DELIVERED TO THE JOB5ITE. CONTRACTOR TO CON51DER CAMBER LOSS, IF ANY, DUE TO SHIPPING AND HANDLING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AI05 AND JOINT PREPARATIONS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, GOPE5, 5URFAGE ROUGHNESS VALUES AND UNEQUAL PARTS. 20. ALL A-301 CONNECTION BOLTS SHALL BE PROVIDED WITH LOOK WA5HER5 UNDER NUTS OR SELF-LOCKING NUTS. ALL BOLT HOLES SHALL BE STANDARD 51ZE UNLE55 OTHERWI5E NOTED. 21. ALL WELDING SHALL BE IN CONFORMANCE WITH A.1.5.C. AND A.W.5. 5TANDARD5 AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDER5 USING E10 XX ELECTRODES. ONLY PREQUALIFIED WEL05 (AS DEFINED BY A.W.5.) SHALL BE USED. ALL WELDING SHALL BE PERFORMED BY WELDERS WITH AW5 / W.A.B.O. CERTIFICATION WITH THE MATERIAL AND METHOD REQUIRED. SHOP DRAWIN65 SHALL SHOW ALL WELDING WITH AW5 A2.4 SYMBOLS. HELPS 5HOWN ON DRAWINGS ARE MINIMUM SIZES. INCREASE WEL05 51ZE TO AW5 MINIMUM SIZES BASED ON PLATE THICKNESS. MINIMUM WELDING SHALL BE 3/16-INCH, THE WEL05 5HOWN ARE FOR THE FINAL CONNECTIONS. FIELD WELD ARROW5 ARE 5HOWN WHERE A FIELD WELD IS REQUIRED BY THE STRUCTURAL DE516N; THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED IN ORDER TO FACILITATE THE STRUCTURAL STEEL DELIVERY AND ERECTION. 22. ROOF DECKING - PROVIDE SIZE, TYPE, GAUGE, AND ATTACHMENT TO THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS. ALTERNATES MUST BE CONNECTED ACCORDING TO PUBL15HED I.G.G. OR IAPMO UE5 CRITERIA FOR DIAPHRAGM SHEARS SHOWN. PROVIDE SHORING WHERE REQUIRED PER MANUFAGTURER'5 PUBL15HED CRITERIA. ALL DECKING 5HALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 3 2015 City of Tukwila: BUILDING DIVISION ;E'EN V ED C!'i'y 6 TU VVILA OCT 2 6 2015 PERMIT CENTER a LSOUTHUNTER 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com z z co W F_ W -- J < 00 00 Es V00 U. z W L]C LPL z _ ,/ W /t W w a: z F 0 0 W0 Cj) F_ Ir N 0 J z Q J CONSULTANT Submittals/Revisions: IT M AL 09 24 1 RESPONSE TO CORRECT ON LETTER #1 REVISED 10 07 2015 Sheet Title: GENERAL STRUCTURAL NOTES Date: 09.124.12015 Design: DPF .Drawn: SSN Project No: 15365.01 Approved: DPF SOUTHCENTEH. 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CONSULTANT Submittals/Revisions: E M SUB 09 24 20 RESPONSE TO CORRECTION L E 1 REVISED 10 07 20 5 Sheet Title: SPECIAL INSPECTION SCHUEDULE, ABBREVIATIONS Date: 09.12412015 Design: DPF Drawn: SSN Project No: 15365.01 Approved: DPF Building No: Sheet No: Simi 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CONSULTANT Gac.r Loth Submittals/Revisions: P MIT SUBMITTAL 09 24 RESPONSE TO CORRECTTGR LETTER #1 REVISED 10 07 2015 Sheet Title: ROOF FRAMING PLAN Date: 09/24/2015 Design: DPF Drawn: SSN Project No: 15365.01 Approved: DPF Building No: Sheet No: Am A J015T .1015T UPPER PANEL POINT TYPICAL OPEN WEB STEEL J015T J015T TOP CHORD PANEL POINT J015T AT PANEL POINTS AT < PANEL f6 1V2 POINTS L3x3x% .11. J015T PER PLAN 0 J015T PER LOWER PANEL A PLAN A 3/6 . Typ. POINT TYPICAL } ► } 5/6 I HANG WITHIN 3" OF ANY UPPER PANEL POINT FOR "H" SERIES. Q '1 SECTION A _LLQ2 HANG WITHIN 3" OF ANY LOWER PANEL POINT FOR "H" 5ERIE5. X x OPNG. x x x x OPNG. 3 TRAPEZE BETWEEN ANY TWO PANEL P01 NT5. x x ® ADD AN ANGLE TO STIFFEN THE TOP CHORD - CONTACT STRUCTURAL ENGINEER FOR TYPICAL HORIZ. ADD DIAGONAL BRIDGING n ANGLE 51ZE. BRIDGING PER EACH 51DE OF INTERRUPTED ' Q5 ADD EXTRA WEB MEMBER ON EACH 51DE OF J015T BETWEEN LOAD LOCATION AND J015T MFR. J015T BAY PER MFR. LOWER CHORD PANEL POINT - FIELD WELD TO J015T (2) LI%2xl%2x%4. L3x3x% GUT BRIDGING A5 REGD. J015T PER PLAN _ PROVIDE G6x8.2 NOS; ILI FRAME FOR OPENING I. THE MAXIMUM ALLOWABLE SINGLE LOAD THAT MAY BE ADDED TO THE J015T AT ANY MECH. DUCT OR UNIT THRU ROOF ONE POINT = 225# FOR JOIST < 50'. TOP CHORD PANEL POINT TOP CHORD PANEL POINT ------------ - I. FOR MECHANICAL UNIT ---_—______— _ 2. THE MAXIMUM ALLOWABLE TOTAL LOAD THAT MAY BE ADDED TO ANY ONE JOIST = SUPPORT FRAME 325# FOR J015T < 501 . SEE 4/53.0 3. 51NGLE LOADS LE55 THAN 50# MAY BE ADDED ANYWHERE ALONG THE UPPER CHORD y (NOT JU5T AT PANEL POINTS) WITHOUT ADDING AN ANGLE TO STIFFEN THE J015T., I m 4. DO NOT GUT OR DRILL THROUGH ANY J015T MEMBERS, 6'-0" MAX. 5. THI5 DETAIL 15 APPLICABLE TO HANGING MECHANICAL EQUIPMENT, SPRINKLER PIPES, VERIFY 51ZE AND LOCATION OF UNIT ETC. WITH MECHANICAL CONTRACTOR ALLOWABLE METHODS 4 LOCATIONS FOR 5GALE: NONE I TYPICAL DISGONTI JOIST BRIP&M 50ALE: NONE TYPICAL F 2AMIl AT OPENI (N METAL ROOF SCALE: NONE 151 TYPICAL MECHANICAL UNIT SUPPORT FRAME SCALE: NONE , HAN61N6 LOADS FROM OPEN NW STEEL J015T CONN. fE TO 14 (E) WF BEAM PUDDLE COPE WF BEAM WELD A5 REQUIRED TO " 24" O.G. FULL LENGTH FIT AROUND OF WF BEAM (E) WF BEAM /V2 ,I (E) WF BEAM NEW WF BEAM - PER PLAN lo 4121/4 (3) SIDES CONN. fE TO (E) WF CONN. f. 5/6" (E) WF BEAM 412" = N a CONN. fE —B—{ TO i (E) WF BEAM PUDDLE WELD V2"N 24" O.G. FULL LENGTH OF WF BEAM NEW WF BEAM PER PLAN (3) 51DE5 — CONN. fE 4 TO (E) WF `— CONN. It 5/6" DETAIL SCALE: I°=r-o° DETAIL I I 5GALE:1"=1'-0" 16 I DETAIL %ALE:1"=1'-0" I I I DETAIL %ALE:1"=1'-0" 151 DETAIL 5CALE:1"=i'-0" I I DETAIL 50ALE: I "= I'-0" 110 1 DETAIL 5CALE:1"=1'-0" I II ( DETAIL REWEWED FOR CODE COMPLIANCE APPROVED • f NOV 0 3 2015 w City of `1 u Wlla BUILDING DIVISION R :k,IE,iVEB CI'ry OF TLIs:W'ILA OCT 2 6 20115 PERMIT CENTER SCALE: 1"=1'-0" SOUTHCENTER Submittals/Revisions: ERMIT B 9 24 015 QMTSPONSO CORRECTION LETTER 1 REVISED 10 07 20 5 Sheet Title: DETAILS Date: 09.124,12015 Design: DPF Drawn: SSN Project No: 15365.01 Approved: DPF Building No: ff Sheet No: 3