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HomeMy WebLinkAboutPermit D16-0282 - RED DOT CORPORATION - CRANE FOOTINGS AND ROOFTOP EXHAUST FANRED DOT CORP 745 ANDOVER PARK E D16-0282 Parcel No: Address: 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.Rov DEVELOPMENT PERMIT 2623049115 Permit Number: D].6-0282 745 ANDOVER PARK E Project Name: RED DOT CORP Issue Date: 11/28/2016 Permit Expires On: 5/27/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: RED DOT CORPORATION 495 ANDOVER PARK EAST C/O JSH PROPERTIES INC, SEATTLE, WA, 98188 TIM FARNAM PO BOX 66457 , BURIEN, WA, 98166 TJ FARNAM CONSTRUCTION PO BOX 66457 , BURIEN, WA, 98166 Ti FARC*17816 RED DOT CORP 745 ANDOVER PARK E , TUKWILA, WA, 98188 Phone: (206) 501-7222 Phone: (206) 248-2003 Expiration Date: 4/25/2017 DESCRIPTION OF WORK: INSTALL CONCRETE FOOTINGS FOR OVERHEAD CRANE. SAW CUT EXISTING WAREHOUSE SLAB FOR FOOTINGS. INSTALL ROOFTOP EXHAUST FAN. CUT HOLE IN ROOF FRAME WITH CURB. INSTALL 10 TON BRIDGE CRANE. Project Valuation: $19,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $791.10 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 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: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No [A.) � I)(�/nPermit Center Authorized Signature: I Date: 1 I ``v I t% I herby 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 developme t permit an• agree to the conditions attached to this permit. Signature: Print Name:--� l Z c1 J F7'4eAJ Pl Date: l //1. 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: 6: Ensure that highest point of crane structure is at least 18 inches below fire sprinkler head deflectors. Avoid direct obstructions to sprinkler head spray pattern development. 2: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 1: 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). 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 4: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 5: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 7: ***BUILDING PERMIT CONDITIONS*** 8: 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. 9: 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. 10: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 11: 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. 12: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 13: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 14: 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. 15: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17: 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. 18: 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 0409 FRAMING 4037 SI -CAST -IN-PLACE 4046 SI-EPDXY/EXP CONC 4034 SI -METAL PLATE CONN 4028 SI-REINF STEEL -WELD 4025 SI -STEEL CONST 4026 SI-STRUCT STEEL 4004 SI -WELDING CITY OF TUKti► .LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: 10 w For o/:ce use onl 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 r King Co Assessor's Tax No.:a c ,23o %(9//5o `7 Site Address: 1 S ANOO V 61e Fit , Tenant Name: R 1. 0 1:31.-T- Co((p PROPERTY OWNER Name: L BA/JcC. —CO, i l i C. --t- c Address: Sc, ATE C,00 ON/ vlikcc i ; $T 36 as City: Tit.State: Zip CONTACT PERSON — person receiving all project communication Name: r / /`7 rA (Adi$it.1 Address:Aa, 3,x, G6.4/6 -7s-7 City ., State: Zip ae 1,fim 7876,. n� Phmoa6� Srs 1—'-)A2--Fax•6� � /-437Oct E 1tf --CMJ UcTlwa R Cori c/d-fj- ,CliseT GENERAL CONTRACTOR INFORMATION Company Namel. L/ 0 a. I'ULE ,y. 7,,,,f Company Name:"—l- " '� Fit ili_ j e ilii c,,,,,, St y Address: 196 E 6), 4:3c. y /.7 City: 00 k C -A.1 State Zip Phone. CC'' a`i _duo Fa)3( 0 7 .2q(-- Contr Reg /& .7.. rc. t 1.7e.6Exp Date: f/� `/r7 7 �J Tukwila Business License No.: H:Wpplications\Forms-Applications On Line\2012 Applications'Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Suite Number: Floor: New Tenant: ❑ Yes N.. No ARCHITECT OF RECORD Company Namel. L/ 0 a. I'ULE ,y. 7,,,,f Company Name: 07 F/4.(�Ai -M Architect Name: - i- - � i,_/ i 2ivM Address: p 0 v x GC YS - Phon5�(z. 3'80 _0' 3a Fax: City: C) erL ti,N State: wig_ Zip:78/6 6, 70 Phone:? " ow8.....)..4.3 Fax: a Cc -4/1-6-7 7 Email: ENGINEER OFREORD Company Namel. L/ 0 a. I'ULE ,y. 7,,,,f EngineerName:•Aiv0!?i= Lii.,21Qi j Address: a 7 rZ sit arm Foir City: Avgoe,1/4./ State: btjA- Zip ,90 Phon5�(z. 3'80 _0' 3a Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: R D D c5T CoR.,P, Address: ---7 (j [' Ai 06t k— PAO'. F2/407. City: —ro i.( 631(4\ te: &AZipil 131 S Page 1 of 4 BUILDING PERMIT INFORMATI - 206-431-3670 Valuation of Project (contractor's bid price): $ 1 IJ (j a Existing Building Valuation: $ Describe the scope of work (please provide detailed information):"./ .S T %d vC % 2'-G k( Co iu GI9%L7z FOdri riJ€s F6 g 6V ER 6i aiAo C/0BN€,S9-GJ >0ST 06 w,d9rE HUulk SC -413 F d a 1 � s--7&-tc Roo F `T P E xf-1A() c i �4i4 , C'JT f-1 c c, Ruc1� FRAME 4}L-1 1118 C()te r 7:�.[ktiSMI-C_ liE. K.106E C AAIE Will there be new rack storage? ❑ .... YesNo If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"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:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor /03 Ai 8 -6- -6- -e- - 2nd Floor 3rd 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? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"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:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 t PUBLIC WORKS PERMIT INF( IATION - 206-433-0179 Scope of Work (please provide detailed information): A cc- - ( o 2 r E E /AA> b c,U I TA'S I,o, QC CoifYeeii0U,cf Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. W ter District Tukwila ❑ ...Water District #125 .. Water Availability Provided ❑ ... Highline ,Ver District Tukwila 0 ...Valley View ❑...Renton ❑ .. Sewer Use Certificate 0 ...Sewer Availability Provided ❑... Renton 0... Seattle 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 Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) 0 .. Bond ❑...Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): 0 .. Right-of-way Use - Nonprofit for less than 72 hours 0 .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut 0 .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control 0 .. Backflow Prevention - Fire Protection Irrigation ❑. ❑• ❑. ❑. 0... Geotechnical Report 0... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours 0... Right-of-way Use — Potential Disturbance 0... Work in Flood Zone ❑... Storm Drainage .. Abandon Septic Tank .. Curb Cut .. Pavement Cut .. Looped Fire Line Domestic Water 0 .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size 0 .. Sewer Main Extension Public ❑ 0 .. Water Main Extension Public 0 WO # WO # WO # Private 0 Private 0 ❑ ... Grease Interceptor ❑ ... Channelization 0... Trench Excavation 0...Utility Undergrounding (2) " WO # (3) " WO # (2) " WO # (3) " WO # 0 .. Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 .. Water ❑ .. Sewer 0 .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 hh Page 3 of 4 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. BUILDIN WNE' TRIZED AGENT: Signature Date/... Print Name: 1 ) 6 ' r - Mailing Address: P d 8 (5x ( > (/5 Day Telephone: d3 5-'6 1-72.2 2. Ebe tiN1 LOA- 98/6 City H:Wpplications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK I PAID $490.34 D16-0282 Address: 745 ANDOVER PARK E Apn: 2623049115 $490.34 DEVELOPMENT $467.20 PERMIT FEE R000.322.100.00.00 0.00 $462.70 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $23.14 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9920 R000.322.900.04.00 0.00 $23.14 $490.34 Date Paid: Monday, November 28, 2016 Paid By: T J FARNAM CONSTRUCTION Pay Method: CHECK 14770 Printed: Monday, November 28, 2016 7:47 AM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT 1 QUANTITY I PAID PermitTRAK $300.76 D16-0282 Address: 745 ANDOVER PARK E Apn: 2623049115 $300.76 DEVELOPMENT $300.76 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R9647 R000.345.830.00.00 0.00 $300.76 $300.76 Date Paid: Friday, October 14, 2016 Paid By: TJ FARNAM CONSTRUCTION Pay Method: CHECK 14732 Printed: Friday, October 14, 2016 11:23 AM 1 of 1 CiSYSTEMS /0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit b/6 02g2, PERMIT NO. CITY OF TUKVVILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projeab 1c7 Ty of Inspection: Tr �'- i7' , Address: '2`yi� �llieu.- 190 e Date Date Called: Special Instructions: Date Wanted: / 20/ 7 y^— p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: inspector:.244.1 A Date:' 2z/1 7 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 copy with permit INSP CTION 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 Nei Project Project;„ • Mi' Type of Inspection: RU i4,1».06- -AAL Address:_ %JTA-Azvao PAcb Date Called: Special Instructions: Date Wan d: ) J/ 7 / 7 ��,„ p.m. Request r: ril(:s, S1z�� Phone No: 2c4- 2.qf-fro 30 Approved per applicable codes. Egi Corrections required prior to approval. COMMENTS: ?QavfbC 97.977.,J2- z 6e_ Gid. t e- sir ,00-0003 Inspector: Date: 7/7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS'' ION 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 b/ -62,2. Project Project?" DnI Type of Inspection: SP" c 2. C.0A,Sr Address: CDate 72/S— Atka/BO PAel Called: Special instructions: Date Want . i; 7 / `7 p.m. Request r: Phone No: Approved per applicable codes. E( Corrections required prior to approval. COMMENTS: PV`sE ' /rePhis ToaLE AT` ;41 S /Act-TS Inspector: AA.p.4 Date:' f 7/ 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION INSPECTION RECORD Retain a copy with permit D) ctha PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 v4r Project. tor- Type of Inspection: 1-STrLi r S Z - Address: 74S- AAP PikI E. Date Called: Special Instructions: Date Want :a.m. f 7/) 7 p.m. Request : Phone No: 0 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector: Date: I / 7h 7 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 copy with permit INSP CTION 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 - o22Z. ProjectType m of Inspection: ( 1 * l�G7%'4'L U ��%J eat Address:esL 7Q /1/'J9 (�, ,, P't72 k E. Date Called: Special Instructions: Date Wante j 7 j/ 7„ / m. Requeste . Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: AyA Inspector: 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 copy with permit IN ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION D) 62.5 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: f e Type of Inspection: S 1- lakowA re, Address: ` IlS-77AibOU PAlee e Date Called: Special Instructions: Date Wan ' d: a.m. Reques r: Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: pe, 7-69i/tie- Inspector: Date: 17 f e REINSPECTION FEE REQUIRED. Prior to next ins pec ion must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS'" ION 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 b O2 Z Proje Eb .o07."S1- Type of Inspection: CAdx�6xe C'C•Z Address: lent4,6c-i fk.. E Date Called: Special Instructions: Date Wante i7)/7� p.m. Request, : Phone No: EIApproved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector:r�� Date: -7/7 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 copy with permit IN ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit inspection Request Line (206) 438-9350 (206) 431-3670 Projec YON Type of Inspection: 6) - CAsP )A- PrAce Address: Date Called: Special Instructions: Date Wante 1 )7 17 p. Requeste . Phone No: Approved per applicable codes. 0 Corrections required prior to approval. ‘PkN COMMENTS: mid- Pefreerc Date://1 7/ 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION 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 bb --vZe 2. Project: ,� tVe-ss i�lr t: /% a219 Type of Inspection: (� S1- 4 -r- „4J - PL Address: 711.5-1 ,/62Pic6 Date Ca led: Instructions: Date Wante ` : 9 %/ J 7 I Hi/ 7 a.m. p.m.Special p.m. Request r: Phone No: ElApproved per applicable codes. Lig Corrections required prior to approval. COMMENTS: 1 Afo eM7.1 1 sP - Inspector:*44 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 copy with permit INSPECTION 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 1)/(i'o22 Pr•; t: '%• nor" 1y'P Type of Inspection: S/- &2»Y/x' Cave. Address:745.A;/^� (�en �7vv Pia- Date Called: Special Instructions: Date Wanted' ///// a.m., p.m. Requester Phone No: Approved per applicable codes. iN Corrections required prior to approval. COMMENTS: )n1b 14'a ),' sPelvAll PPM De 0,0"."7-A-er-- A Inspector: Date:l f j 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 copy with permit INSPECTION 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 Des- eze2. Pro fit: lizb Doi- elm2l� ` Type,of Inspection: (n/��.� S t - 1116 -IAL PAM L(I�Ai Address: //j. z✓we Pace c Date Called: �. Special Instructions: Date Wanted: li/I7 a:m: Requester: Phone No: ❑ Approved per applicable codes. L'Corrections required prior to approval. COMMENTS: c figs)217/o Ppon.A3e ec),),1--An )),‘)C?"---Okl r Inspector: An4„, Date:1 if /7 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 copy with permit INSPECTION 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 b6- ezez Pro' t: )<6C'lp)2P Type of Inspection: ' TEL taev jr Address: 7Q 4AW)Wtl ?A ex 6 Date Called: Special Instructions: Date Wanted ed l� �� m. T. Requester Phone No: Approved per applicable codes. Corrections required prior to approval. cRf COMMENTS: ►) )4 Aceal �rz AJ5Pler Mt/ arAi t :AI 1 Inspector: Date:00,7 j0,7 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 copy with permit INSPECTION 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 Pr ect: r reiP Type of Inspection: 6I — STgUer SreEL Address: 74.-Ao.2 Rex c Date Called: Special Instructions: d Date WJ/7 /Reques a.m: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ActaS iAlCirerlie4V/ PPM ( -, - FiK_4� Inspector:..„474.1 Date:1////11 // 11 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 copy with permit INSPECTION 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 1Y6-- 0262 cRIN Pr ct: (p Type of Inspection: S 1- I.Jeti i Ai& Address: 74s AA7Ntiee 44 K C Date Called: Special Instructions: Date Wante ? // jI 7 ::z'" p.m. Request : Phone No: Approved per applicable codes. g Corrections required prior to approval. COMMENTS: IJO 4ca's _ 1 sPerotV Peovli)c askir-Aer- Inspector: Date:/)///) 7 _Atm 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 copy with permit INSPECTION 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 Pr9qigct: Ka i Ty of Inspection: ILbiAr /AL Address: 745 - 4,obioale 330 t Date Called: Special Instructions: Date Wanted: 1 li il 7 p.m• Requester: Phone No: 0 Approved per applicable codes.4 • Corrections required prior to approval. COMMENTS: L-razi � /,usPeerxxn%: 6L-FAcr- /Ar.-P6(eW Inspector: Date: /////7 /l / 7 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 copy with permit IN ION 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 6-- o2.3 Prod' jct: e61 r— &In° Typspection: fit /1.)& Address: 71/5—Ntit - PAVX t Date Called: Special Instructions:i10 Ai tad' Date Wanted: 31..t5. -n.. Requester. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date:d2 /0 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSP CTION NO. INSPECTION RECORD Retain a copy with permit b/(t - 02-n PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 9818 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: V-64-4bar P Type of inspection: Sri - iemlr S, ezz we4.:� Address:�1��, zie /� Avie _ >> Date Called: Special Instructions: �, 1 ,5 �i 1 i- Date Wanted: /r p.m. 12/ y & Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: t-- Inspector: Ati4.1 Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit l>I PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: }� ►CCD ')c T (W .0 -/C C Type of Inspection: 7` (a -a- Fr ✓✓ ----- Address: Suite #: 4,1,6614,7(L pe_ Contact Person: ST r Special Instructions: i:1 F/`iM—L— °i --'L Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: y{' `-, Fire Alarm: we., Hood & Duct: Monitor: (c i:1 F/`iM—L— °i --'L Pre -Fire: Permits: Occupancy Type: - SPr1, k t : a 5 G ,E Aid c/3sr)1-fx-n 5 eN--I 57-7/v1,7 5 .1-6-?-1^--- Needs Shift Inspection: Sprinklers: y{' `-, Fire Alarm: we., Hood & Duct: Monitor: (c r%e aj��-- Pre -Fire: Permits: Occupancy Type: Inspector: Iiiik ¶4_- Date: f Z /2g// Hrs.: f $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 kV',T PiW Peg .."yacciim [(i+ l'eNI'fr Project Engineer: New Roof Top Exhaust Fan Red Dot 495 Andover Park East Tukwila, Washington 98188 Andrew L. Herrick, P.E. Sliderule Engineering Works, LLC 227 'E' Street Southeast Auburn, Washington 98002 (206) 380-0732 Design Criteria: 2015 International Building Code Loads: FIIL Dead Load: 12 psf Live Load: 25 psf (snow) Mechanical Equipment: 600 pound Exhaast Fan (max) Seismic D-2, Ip = 1.0 Rp = 2.5 ap = 1.0 Gravity: New equipment has insignificant effect on existing gravity system. Lateral: New equipment does not have significant impact to the building's lateral capacity to resist wind or seismic forces. Use: All wood members exposed to weather or concrete shall be treated. 4x Lumber DF#2 KD Fb=1155 psi (min), E=1,300,000 psi (min). All metal connectors shall be galvanized. All screws, nails, and/or bolts shall be galvanized. Install Exhaust Fan per manufacturer's specification. VERIFY new mechanical curb supported at edges by existing roof structure or equal. .`INFO TU <WILA PERMIT CENTER 495 Andover Park E • Go pole 495 Andover Park E Tukwila, WA 98188 Map data ©2016 Google 50 ft, -rff rule engineering engineering works, de1 cepa() x Tvka-:,t., -.✓ 4, i€ ) 1932 first avenue, suite 809 seethe, washington 98101-2498 what: 2 s T;1 j t who: A t= 206 + 728 + 4844 00 = 206 + 728 + 7643 .u' _ sliderule. biz when: / � / Ica ;!`' page: l C- 7L = t f (c7140w) 4;119 (9 ?ctrl' c -t 4x 14 A .1Z. 26 ►��--. L= z1f b = 1-' 4, - LOC, v• -•.t= 14 tA71 7l -7•c �►4 _ o • i2o4 i 21)1 o!, D.�Jto L-/2 er'1,7-ce(Qc#064. 44/1 6, Cv 44- c ) '4.(1 @ 14,2t -f tz• comp.) f,77/4 Nem 'r51J Ate \�. 1 1,1212* engineering works, llc �vW€a5e - = 1"7-4„44 Z1 0 vit e [b-eet wit4hiL tpt,t tt- 17c9 323 [HI L ice' it 1 253 j "He I441?4.4rziA kA) bag ((5 6b t `= i17 (9417 eN x4b ®IrAiL M4,p. 1932 first avenue, suite 809 Seattle, washington 98101-2498 what:t2eJ 47+ 471,1 t = 206 + 728 + 4844 f6)= 206 + 728 + 7643 w' = sliderule.biz when: 4 '3A ' who: t" Page: .2 TIA.C/VC7 kr,rV GOtIA.444,1, +Alp ZD.4I CrOf 2..t•OV- Z • OS NC tr-r >e d(O /1/1C Ve7)-e 14i1 r W. VkA. 4t vt). c7s,-z- I- .4-4 1-17 L c21 otcc 4' &wet, 6t N i -V --)ci-Vik-U91- FIN) N%YA- 4-44v.E7f etiLuir mr-p_ vob 1 -2 -tet• rei rsoN- F .3(ra.nge engineering works, lk 1932 first avenue, suite 809 seattie, washington 98101-2498 r = 206 + 728 + 4844 f61 = 206 + 728 + 7643 w3= sliderule.biz what: when: /411 fe page: 72 who: Ik rad Design Maps Summary Report User -Specified Input Report Title exhaust fan Tue September 6, 2016 23:22:05 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.45061°N, 122.25077°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 4s FLDK .G )'1`L Vashoq Burien, REN TON ORT SEATTLE TACOM. IV% AiR oo R i Des Moines,. USGS-Provided Output SS = 1.443 g Si = 0.537 g SMS = 1.443 g SM1 = 0.805 g ,Renton Maple Valley gkent ;Covington Alitalak SDS = 0.962 g SD1 = 0.537 g ,H oba C ed4 For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 01 1.65 1.50 1.35 1.20 1.05 0.90 0.75 0.60 0.45 0.30 0.15 0.00 MCE:R Response Spectrum 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 Period, T (sec) 2.00 1.10 1.00 0.90 0.90 0.70 D 0.60 0.50 0.40 0.30 0.20 0.10 0.00 0.00 Design Response Spectrum For PGAM, T1, CRS, and CR, values, please view the detailed report. 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 Period, T (sec) 2.00 exhaust fan 2015 International Building Code (Section 1621.1) Mechanical Systems Section 13.3.1 of ASCE 7-05 Site Class = D Ss = 1.44 figure 1615 (1) S1 = 0.81 figure 1615 (2) Rp = 2.5 ASCE 7-05 table 13.6-1 ap = 1.0 ASCE 7-05 table 13.6-1 Z / h = 1.0 equip ht / bldg ht Ip = 1.00 hazardous matt Ip =1.5 Fa = 1.0 table 1615.1.2(1) F„ = 1.5 table 1615.1.2(2) SMS = 1.443 equation 16-38 SM1 = 1.21 equation 16-39 SIDS = 0.96 equation 16-40 SD1 = 0.81 equation 16-41 Seismic Forces (ASCE 7-05 13.3.1) Fp = 0.46 equation 13.3-1 governs Fp max = 1.54 equation 13.3-2 Fp min = 0.29 equation 13.3-3 Fp = 0.46 Wp Wp = 600 Fp = 277.06 lbs base length = curb height = equip height = 60 in 12 in 32 in M of = 646.46 ft -lbs Fp = 0.46 Wp equipment A equip height v curb A curb height M r = 1350 ft -lbs reduce DL by 0.9 Uplift = no uplift no W/D calc req'd base length < > _ RB Roof Exhaust Fan: 48" Blade Dia. (23,424 CFM) 1 Phase - Belt Drive :: Industrial Fa... Page 1 of 2 ALL CATEGORIES Fan Categories IBAC ESSORIES CEIAIRCONom c 'BAIR CURTAINS MAIR_MOVE85 WIMTNROOM FANS [CEILING CIRCULATING ��IESONFINEDSPACE ICJ�ALL.1.INU a EIMOIEDRATIVE.ROOLINS ONAUST-ROOF EXHAUST - WALL © EXPLOSION PROOF !MUSH VELOCITY IBMANCOOLERS CaMBISALEMQLME ©,REVERSIaLe FANS Calleeir IwxoLs ufUS REQUEST FOR QUOTE FBI Out, Print and Fax Bark RESOURCES w CALL us Tor My Account I MV Orders I V o Itenl(s) I backout Free Shioolna I Low Prlcc Guarantee I Volume PHcinq CFM CALCULATOR 'Keyword(s) or Nem S I Hmn8 > EEbsust - Roof a RB A RD Uobtast _ �m.....—..^.. RB Roof Exhaust Fan: 48" Blade Dia. (23,424 CFM)1 Phase - Belt Drive Modek LFI-RB48T10200 Brand: canann Band Thae 2 to 3 Weeks FreightWarehouse: New York This ad to Ch00eehont Maveyoarscleetien(4and addtobasketbelow Include Fiat Roof Curb 5 inch square 0.0. $520.00 ) MSRP:$391 Only $3,037.00 Volume Price Discount Quantity Price Each 3-S 62,06315 6+ 52,73330 Quantity. A.. .�! Get8monthstopayonpurlsof 1 P'iayPa coeot Out with PaYPaI anti Choose Ht;i Me Ur*. '.xa&a:sznwwaam^,+; e.•4:ta, 1 PRODUCT INFORMATION oto: Pictures Shown On This Site Are A moi. .r f11121M su) h 1 FREE SHIPPING saaeasaam>tipp,-,rrsrot 0 ADD TO BASKET tation On . Actual Products M Va n ranee. NOTE: THESE FANS ARE SPECIAL NON -STOCK ITEMS AND CANNOT BE RETURNED OR CANCELLED. FEATURES: • Sturdily • Sea duty construt ez d belt blades. diive rodexhausters for industrial and commercial applications. • Galvanized steel wind -band and raln-proof butterfly dampers. • Cast Iron pillow block bearings • Heavy-duty pulleys and belts. • Totally endosed ball beann9 motors. • Not recommended for dirty or dust laden applications CFM a STATIC PRESSURE /� 0" S.P. 1/8" S.P. 1/4" S.P. 3/8" S.P. Min. CFM dBA @ 5 Ft. ,,,,,------------....,..g14 BHP CFM BHP CFM BHP cFbt B PH_._CiJL BHP R648T10200 = 2 HP 23424 1.68 20606 1.82 - - - - 18000 77 R .45 23933 . 21489 2.80 18256 2.7 18000 r- R848T10500 = 5 HP 30886 3.86 28495 4.00 26703 4.24 24279 4.48 18000 86 RB48T10750 = 71/2 HP 36068 6.14 33835 6.27 32299 6.55 30723 6.83 18000 90 •dBA ratings shown are measured at 0• static pressure. and should be used as a guldeane only i SPEED TYPE = Exhauster IAMPS = 6-5.6 'VOLTAGE = 115 / 230 http://www.industrialfansdirect.tom/IND-FA-R B/LFI-RB48T10200.html 9/14/2016 RB Roof Exhaust Fan: 48" Blade Dia. (23,424 CFM) 1 Phase - Belt Drive :: Industrial Fa... Page 2 of 2 (WEIGHT (lbs) = 545 JHZ = 60 'BHP = 1.68 ' HP = 2 [CFM HIGH = 23,424= 565 1 'NO. OF BLADES = !BLADE DIA. (ln) = 48 CFM = 18,000 DRIVE = Belt [MOTOR = TE 'WARRANTY = 1 Year ` PHASE = 1 BA LEVEL = 77 0 5 R PEED(s) = 1 tK F = 30" G = 18 1/2" (MAX) PAN DIMENSIONS: A=44"Dia. B = 55 1/? Dia. C = 53 1/2" sq. 2r D = 3" E=4" ROOF CURB DIMENSIONS: A = 52.5" Square 8=49.5'Square We accept Visa, Mastercard, Discover, American Express, Bank Wire, Paypal and Net 30 (C0111131110:01kB) 1, - PayPalWI Via E4.113 rGedlFu 14er1813214 dMT TermsTerme andns kn.slnns I ErbsomEollet Copyright ' 2014 Indust ialFansDlrect.com - a divMon of }Bober Power St/miles. Incl Runtime error In MerchanW5.00/modules/util/minlbask.mvc 0 [00000021:00000004 minlbask.mv: Une 2461: MvUPDATE: Record is not In Index Runtime error In Merchant2/5.00/modules/ut0/mInlbask.mvc 0 (00000021:00000004 minlbask.mv: Une 2462: MvGO: Record is not in index littre 'bran cu in.inttria!fon oriirart nnn,/TNITLPA_T2_R/f T7T_12TMMRT1!)7An Ii4er,1 0/1 A /')f)1 A RAMSEV MACHINE SERVICES, INC. PROJECT NUMBER STRUCTURAL CALCULATIONS OF 10 TON BRIDGE CRANE RUNWAY FOR FOR KONECRANES US91049216 LOCATED AT RED DOT 495 ANDOVER PARK E SEATTLE, WA 98188 ANANT B. SHETH P.E. 8010 10-12-2016 22845 SAVI RANCH PARKWAY UNIT E, YORBA LINDA, CA 92887 714-998-1230 Fax 877-664-5282 E-mail Kimatatlimmachine,services.c9m CSLB 828496 L.A. City Certified Fabricator # 2040 RED DOT ADDRESS: 495 ANDOVER PARK E, SEATTLE, WA 98188 Summary Sheet PROJECT # 8010 PROJECT DESCRIPTION: ONE 10 TON BRIDGE CRANE RUNWAY STRUCTURE LOADS CRANE LOADS 1.45 MWL (STATIC) 12.388 K MWL(IMPACT) 13.46 K LATERAL LOAD /WHEEL 1.075 k LONGITUDINAL LOAD 2.692 k SEISMIC PARAMETERS S, 1.45 S, 0.541 SITE CLASS D Sm, 1.45 Sm1 0.811 Sps 0.967 SD1 0.541 INDEX INDEX DESCRIPTION SHEET NUMBER DESCRIPTION SHEET NUMBER NOTES CRANE LOADS RUNWAY BEAM DESIGN 1-2 COLUMN 3 BASE PLATE 4 FOOTING DESIGN 5 RUNWAY FRAME DL+ LL+ LATERAL 6-21 RISA LONGITUDINAL FRAME 11-25 RISA COLUMN SEISMIC 26-36 HILT] ANCHOR CALCULATIONS 37-45 COMBINATION BEAM PROPERTIES 46 CRANE DRAWING 47 USGS SUMMARY REPORT 48 RAMSEV MACHINE SERVICES, INC. GENERAL NOTES: 1. FABRICATOR / CONTRACTOR / INSTALLER SHALL VERIFY ALL FIELD DIMENSIONS PRIOR TO FABRICATING AND/OR INSTALLING 2. ALL BUILDING MATERIAL SHALL CONFORM TO THE WASHINGTON BUILDING CODE, IBC 2015, INCLUDING ALL CURRENT ADMENDMENTS AND OND OTHER LOCAL CODES AND SAFETY LAWS CURRENTLY IN FORCE. 3. MATERIALS: a. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS UNLESSS NOTED OTHERWISE i. CHANNELS, FLAT BARS AND ANGLES A-36 ii. WIDE FLANGE BEAMS A992 (Fy= 50 ksi) iii. S BEAMS A-36 iv. PLATES A-36 v. BOLTS A-325 vi. ANCHOR BOLTS F1554-36 / HILTI HAS -5.8 vii. TUBING A-500 b. EPDXY i. HILTI HIT—HY 200 ii. HILTI RE 500 SD c. CONCRETE i. ALL CONCRETE SHALL BE NORMAL WEIGHT WITH MINIMUM STRENGTH OF f'c= 4000 PSI AT 28 DAYS ii. SPECIAL INSPECTION IS REQUIRED AS PER SECTION 1704 IBC 2015 iii. CEMENT SHALL BE TYPE 1 OR TYPE II CONFORMING TO ASTM -C-150 iv. MINIMUM CONCRETE COVER BETWEEN REINFORCING BARS AND FACE OF CONCRETE SHALL BE AS FOLLOWS: 1. CONCRETE CAST AGAINST EARTH - 3„ 2. FORMED CONCRETE SURFACE EXPOSED TO WEATHER OR EARTH2" d. REINFORCING STEEL i. ALL REINFORCING DEFORMED BARS NO 5 AND LARGER SHALL CONFORM TO ASTM A 615, GRADE 60 AND NO 4 AND SMALLER SHALL CONFORM TO ASTM A 615, GRADE 40 22845 SAVI RANCH PARKWAY UNIT E, YORBA LINDA, CA 92887 714-998-1230 Fax 877-664-5282 E-mail ElmEENDAgymarlineervices.CQM, CSLB 828496 L.A. City Certified Fabricator # 2040 RAMSEY MACHINE SERVICES, INC. ii. REINFORCING BARS SHALL LAP 30 DIAMETERS MINIMUM AT SPLICE UNLESS OTHERWISE SHOWN 4. SUBGRADE AND SUBBASE a. COMPACT TOP 6" OF EXPOSED NATURAL GRADE AND ALL REQUIRED FILL TO 90% MAXIMUM DENSITY b. ALL EXISTING NON -COMPACTED FILL SOILS AND DISTURBED NATURAL SOILS ARE TO BE EXCAVATED AND PROPERLY COMPACTED c. A FOUNDATION INVESTIGATION REPORT IS REQUIRED FOR ORGANIC CLAY 5. ALLOWABLE SOIL BEARING PRESSURE IS ASSUMED TO BE 1500PSF. ASSUMED ALLOWABLE SOIL BEARING PRESSURE MUST BE VERIFIED BY A QUILIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN AS ASSUMED, NOTIFY RAMSEY MACHINE SERVICES OF POSSIBLE FOUNDATION REDESIGN." 6. FIELD WELDING SHALL BE DONE BY A CERTIFIED WELDER USING LOW HYDROGEN ELECTRODES a. SPECIAL INSPECTION IS REQUIRED PER SECTION 1704 & 1705 IBC 2015 7. CONCRETE TO BE RECYCLED 8. CRANE AND RUNWAYS SHALL BE LOAD TESTED AT 125% OF RATED CAPACITY BY A QUALIFIED PERSON 22845 SAVI RANCH PARKWAY UNIT E, YORBA LINDA, CA 92887 714-998-1230 Fax 877-664-5282 E-mail E -m a i IISIBBargsgyna „Ilse, ids t , CSLB 828496 L.A. City Certified Fabricator # 2040 12.38775 1 RAMSEY MACHINE SERVICES, INC.1 CRANE LOADS BRIDGE WEIGHT ■ TROLLEY WEIGHT■ MAX CAPACITY■ WHEEL BASE MWL (STATIC) • MWL (IMPACT). LATERAL LOAD. LONGITUDINAL LOAD. WHEEL LOAD POSITIONS DEFLECTION 13.46125 1.0735 269325 Put• 1.0735 P. 12.388 MOMENT Red Dot Seattle, WA (10)TON BRIDGE CRANE 2 WHEEL END TRUCK SHEET# 7/27/2026 IMPACT■ i' #31 )DICW1FOMMA1 COL. SPACING■ M rt MWL (static). 6.6411 4 1,. 7 + 202 k MWL (IMPACT)■ 6.61.3 + 21.47 x 4 2 k / wheel LATEML■ ( 1A7 + 10 )/ .2 4 Crane / ilde LONG. LOAD■ .1X 13.461 X .2 Port 1.0735 P■ 12.358 10.400 Rt■ 15.36439224 COLUMN LOAD R1■ 11.558108 MAX R. 23.11621552 R uT■ 143434586 CRANE DEAD LOAD / WHEEL. CRANE LIVE LOAD / WHEEL■ 2.36775 10 fiAM CY A HINZ SIRVICIS 10/10/2016 Page 1 PROJECT: 8010 -RED DOT RUNWAY BEAM DESIGN TRY W18 X 76 WITH C15 X 33.9 CAP CHANNEL MWL /MPACT := 13.46 WHEEL BASE = WB Ir. 8,2 STATIC— 12.388 COLUMN SPACING = L=29 LiThJ?AL 1,07 MOMENT) 141A ( 2 IMPACJ' 1 114/3 ‘ ' ;= - . L , =14185 8 2 .L , \ (2 ) / i 1 1 RilliNW41 IMAM + RAIL = IV ;,-,;;:. .(:'7(;+.0339--.o15 W L2 .112x2m 13.13 .14014 ENT :17. x M xaz--- 157,015 2 LATB RAL) (1WE Myl= « 4 11.438 2 = 11.438 BEAM PROPERTIES dm 18.6 Sx27 '= rT I= 4.62 /xt=f)54 Sy = 60.25 ry g= 451.54 L • 12 = 75.325 45.17 <I < 100.99 rT rt CONTINUED 10/10/2016 Page 2 PROJECT: 8010 -RED DOT RUNWAY BEAM DESIGN fbx := = 6.902 Sx Az= (60.75.3252)) 2062 k1530710 / I (Aiy. 12) fby:= =4.556 .5.80 COMBINED STRESSES= ,439< 1 OK CHECK DEFLECTION ALLOWED DEFLECTION 1,L.12) V ERTIC'A L 600 LATERAL= (L *12) —0.87 400 =0,439 ACTUAL DEFLECTI4N > VERFICALL-,-: .357 > LATERAL s= .292 USE W18 x /6 WITH C15 X 33.9 CAP CHANNEL CONTINUED RAMCCV MACHINIS SBRVICIS 10/10/2016 Page 3 PROJECT: 8010 -RED DOT COLUMN DESIGN: TOP OF RAIL (TR) TR:=18.729 P c= 32.852. M:= 45.809 CHECK SEISMIC (LATERAL DIRECTION): DL1=RUNWAY BEAMS , DLl :_ (8 • .110) + (29 • ,11.0.45) =2.4'715 Df z�l l D,r,2.:=(8 .015)+(29..0m..5)=0.338 D:L3=CRANE / WHEEL (6'6211 ' DrdstM) I -(x. 1=4.776 DIA COLIJ N DL4 : .076.18.729..5=0.712 .DL ::2.475+.3375+4.778+.712 _ 8.301 SD9:=.9.67 Ro=2 CQ ='' � =0.484 V;=Cs+DL•.7=,2.809, 2.809>1.07 I2-, ) 29 OTMsSsMic:=TR+ V = 52.615 CHECK SEISMIC IN LONGITUDINAL DIRECTION DLWNQ:=10.399 RLONG:=1 V (LONG) :_ .987.10.399 • .7 = 7.039 SEE RISA CALCULATIONS CONTINUED RAMOIY MACHINI •■RVIC/U 10/10/2016 Page 4 PROJECT: 8010 -RED DOT BASE PLATE DESIGN: TRIAL BASE PLATE SIZE=22" X 22" VERTICAL COMPRESSION LOAD ONLY P:= 8.887 :=0 T+ T+10.5—.5.1.5.kd•22 T1=16.5. Irl—P .gym:= 0 OTMSEISMJC = 52.615 8.75(16.5,.kd-8.887)+16.5• 'led •(ii!— k .)-631.38 I 1' 3� 144.375.kd-77;78'+181..5 kd-5.5 (cat —631.38 i ; 5.5 1c42 —325,88 kd + 709.75 ((" 2 =(9'(59.3 kd + 129,05) h.d s= (59.3'— x%59.32 -- 4.129) 2 Ts=kd.16.5-8.887='8.43 TEoLT 1= 2 ;._.14.21$ 2.262 BASE PLATE THICKNESS: s_ (22—.95. 18,21) 2.35 2 m:=.5.kd•1.6 (((22 (.9Z•18;21))� r 3d 11_2.708 t:— J(8. m} =0,658 37.5 USE 1" X 22" X 22" A572-50 BASE PLATE CONTINUED 1 PAM EY MACHlNIA $URVI000 10/10/2016 Page 5 PROJECT: 8010 -RED DOT FOOTING DESIGN: ALLO.W SOIL SP:=1,5 PRESSURE=1500. PSF P=8.88'7 O''MSEtsivtc7- 52.815 TRY 7'-6" X 7'i-6" X 2'-0" FOOTING L1:= 7,5 L2 := 7.5 D t= 2 wgt;=L) • 1/2•D. .15 =1.6.$75 PToT,w:=wgt:+P= 25:782 OnistasmiG cr"0,272 PTOTAL 1,1 (2. a'PTO AL) SPMMAX: L, • r,., — a .828 1.328<1.5 OK USE 7'-6" X 7'-6" X 2'-O" FOOTINGS Min, A.9 t= (Li • 12) • (. • 12) • .0018 = 3.888 USE 9 # 6 REBAR BOTH WAYS TOP AND BOTTOM -mow .18.461, Loads: KC 1. DI. 6olullon: Envelop. RAMSEY MACHINE SER... K.L. RAMSEY 8010 Red Dot Red Dot Case 2 DL + LL + Lateral SK -1 July 27, 2016 at 3:09 PM Red Dot Runway Frame Case 2 DL.. 7 Company • RAMSEY MACHINE SERVICES Designer : K.L. RAMSEY Job Number 8010 Red Dot July 27, 2016 3:14 PM Checked By: Joint Coordinates and Temperatures Label X [ft.) Y[ft] 1 N1.. 2 N2 — ___--29 t 0 Z [fiJ. . _.. T€mp_IF1 Detac`. From Dap 00 0 0 3 N3- 36_ 0 L4 i 0 5 N5_ J 6 145 7 N7 LEL Ne 9N9 Vo j . N1Q 0 fir, 0 29 5 24 _. Hot Rolled Steel Design Parameters -;86^_ -5 0 0 0 0 0 0 Label Shape Lengih(ft], . Lbyy[ft],_ LIzz[ft] Lcomp top[ft] Lcomp bot(itj L-torqu..,. Kyy Kzz Cb Function 1 NJ1 Runway Be.., 39 Lateral C 2 �_11d? � Calumn 18:6.8.-T 3 M3 _Cojuml3 1g 86. Lateral 1 Bracing 7.07'1 e T ) 1'Lateral) 5 M5 Bracing 7 071 Lateral Joint Loads and Enforced Displacements Joint Label Member Point Loads t(BLC 1: D,L) MQrnber J.abet L.D,MI Direction Magnitude((k,k-ft), (in,rad),. (k-s^2/ft, k's^2'ft)] No Data to Print ... Direction -Y Mr3gnittrde(k•I -fi) -1346 .134 Location[ft,%] .. 11.2 Member Distributed Loads (BLC 1 : DL) z -1.07 .. 1.07 - 1. 11,2'• 1 Member Label Direction Start Magnitude(k/ft.F] End Magnitude(k1ft.FJ , Sian Location((,%J M1 Y -015 -.015 0 Load Combinations End Location(ft,%) 0 Description Solve PDelta SRSS BLC FacL .BLC Fact .BLC Fact..BLC Fact.. BLC Fact BLC Fact.,BLC Fact .,BLC Fact ,. 1- _IBC 16$ __ _Yes Y 01 1 1_2 L..1BC 16.9 t Yes i Y 7 IoL 1 '1L 11 ILO'__1—; Ir.; r___1_,:.;_•_1_11: j ) 3 IBC 16-10 (a) . Yes Y DL 1 Envelope Joint Reactions Joint X (k) LC Y (kJ 1_ _ N6 _ max .41.1 '1 6.139.9._ 2 in Ti 3 max -i 41 t r t�T: j111Tejos 1 max 0 iMin LC Z. [k) _ LC MX (k -fl) LC MY (k -ft) LC MZ (k•ft) LC __ . _. 1 iri 5'699? 1 ` 1.836 Q8 1 135 0.1;3: i - 1 r5„804 058 1 8,747 3044 1 t:5.a04 1 x.056 T.1_J.8 4.7.1. 1 1 134..7.04, _.1. _ 2.14_ 1 ti . 34 704 1 2 1'4 1 - - �L RISA -3D Version 11.0.2 [C:\...\...\...\...\Red Dot\Red Dot Runway Frame Case 2 DL + LL + Lateral r3d) Page 1 Company : RAMSEY MACHINE SERVICES Designer : K.L. RAMSEY Jcb Number : 8010 Red Dol July 27 2016 3:14 PM Checked By Envelope Member Section Forces Member S „ Axial(k)LC y She..LC z She..LC Torque[k...LCy-y Moment(k-ft) LC _ 1 M.1 1 rn... 01 0 _ - 1. 0 1 0 1 0 2,tn 1J1_ 0 _ 1 0 IT ' p 0 f 1 3 ; _ _ - �2, m . 1_2.411_1_1p 4 1 764 1 -,054 1 5,206 1_-_ LA, , mtn`1,JJt54 10.544, 1 ; _76471 -.0541.E 5.206 5 3 T„,-1_.411_14.1 4.113 1 306 1 054 1 3.777 6 min.1 411' 1 4.113 ,1 3 3Q�1�1 954 1 i $.7 7 4 m -2 60' 1 -1.25 1-306 1 -,.028 ,82 [ $ "1 _.. T mii =2;601 i 1.1 1 258 1> 3S f 1 T ;b LIT:t 82 z -z Moment[k-ft) _ 0 -55.34 55:34 40.594 41,594 3.66 3.66.: 9 5 min 0. 1_ 0 1' 0 ., 1 0 1� 0 1 0 L-10_ ` 0 '1i 0.:;1T0.- ''T'i._0 r1).......3:::::),...,. Ti 0 11__ _ M2 1 m. 20.943 1Ali: 1 884 2.835 1 X01 9 308 7,1„.71_____„_______D,.‘,,,,.... _ - j, _,005 1 12 �_ ,-_ 120s9a3T1 1;884 1 835x 01 '1 1 1. Q1j5 1 13- , _ 2 m.: 21 297 1 1.884 1 2s835,1 , .01 1� 10,22 1 8.782 1 CT 14 min'21:297 y1,884 1:2.83511 , . _01 71`.710.22 ' 1 8:'7.82 . - .. t,,:1:,..:_,.1 - 15 3 m,.,25 092,1 1 872-1.427A.. 013 1 : 5.421 1 -17.542 1 fig ' • mi)j25 992 1 1741,:- 7x1,1 013 5:42:1 1� r1:7 5427. 1- -1F -26.2_ ,75 1 03 11 7,896 1 -35,008 # 1 27.1 . :013 v �1:, w7>896,., .T 1 _ , '35!008 x , n. ..." i. 41:71 H21 M3r 1 m2 461 1_t 312 (1 2 60611 745 1 , niln-201r1�^,3124`1, 2.606't1�!_.>jj i�12 ' _23 2 m..2.815 1'.1.12111-2,608 1 ` .022 1 941 F 24-'-'-,:r6;6.,2'..815770'-312411*..2 606':1 D22 1TM -9`41l',•:.,,11--,:x12:;;=::,' 26 3 im 7 297 1-_ 306 � 1s 1,418 1 .058 1 _ 4.487 1 ' 1--26,T- T min'7.297t1,, 2"061.1 4i.B11•.:, 0.S$ _ .1. -„ 487 27 : !4 m..� 1•1 1 396 11 1,418 1 058 1 2.13 1 L25 (: ' Nsnrn 7 651 1 - 30f'r1 1 L1'81 1` 5B ""' 1.1 2..13' -_j : ' 1 29 5 ;m••,005. 306 "11.,i,.18 1 056 Ill 8.747 1 5 80 }` ;44-8T . 056.1.1'1 8.74 ",: ., w 014; 0 L 1 : -,,.,033 LC 1 17 , 4 m .;26 346 1 i 872 1 1.427 1 -.013 1 -1.238 1 t d 18 *- - `mint 346x'lvil ,.. 1:4 19 5 m..;2o 699 1 1.872:1-1A27 `mine2 99.!-x' =.72i`1 ' - 028 :7A5 4‘ 7,1 1 -1.483 1 ;171 -2 949 1 ' 1 ' ' 2'949=72077M:771 -4 376 � 1 1 31, 104 1 :;6t311 2.,1 33 12 m-6.017 1 1 0 4 1 0 i 1 -x,007 1 2 r-.34:1_-21" .177 i 1.11 „0,1 t . . sp . .,.Li DQZF 4. , 35_,3 m..;6 002 1 ' 096 11 ,,,0 4 ' 0 :1 .018 1 .04 mix 6.Q02' 1` .. ci 614 -; 710. 0i8' 1 37 4 m...59881 .082 1 014 1 0 1 ,044.__ _1 117 1 1 3.$ ? -mTni5i9.$$.1 1> ..062 i.;1..;014'I,1 . . - 0 111 044, I 1 1 1-.1.7. 39 5 m.15.974 1.068 1,,...014 .1 0 1 l � . .069 1 249 14 ;,1i , �-.249 1� .�, 4 i M5 _ 11 _m ,155698' 1 + .03 ,00 1 � 0 1 4936 • r -.114 I,mn63f9811 {?36 .L X102.>.1"'�'0'.1=1 ..-46....._.,1.14 43 t 1 -,m X 712 051 [ 0O2I 45 3 m••i5 727 ,1 '0§511 002 1 0_ _,043 I 1 m 5.727{ t1�.D65_ 1 '- 062'T! Q --t 1'` 7.043 _ ! . 1 47 4 m.,.5. Z41 1 .079 1 _,002 1 01 ..1 !,1 -,047 1 146 + 'mrti5'`741I11 Q.7 J D211:i Q ~�,1s-(--- 47 1 4Q_ 5..7m..15,55 1 094 002,1 _�.0 _.. i-: ,051 1 60_ _ min5 755 L 09 0021 _ .Q T1 T 05 t Envelope Member Section Deflections 1065'- 7A ,102 1 .192'. -. 345_ 345 Member Sec x in LC in LC, z in LC x Rotat... LC lin) y [') (-,) (n) L/y Ratio LC (n) L/z .., LC 1 jvh, 1 max _.„037 1 056. 1 ; 227 1 -1 526e , 1 NC_ __T 1�NC 1 1 2_1 < ,.min? 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Lzg-99997t 9Z0-179LZ 0t71- L -6-FIC:7 LCO' -xe•Z £ 01 ' 2/1 (u) 01 oile8 (u) 01 - !elo8 x 01 (un] z 01 [u!] A 0-1 x Das Jacituaoj (panuguo0) suoweljaa uowas iaquiapv adolanug pot -10 1AJd 910Z 'LZ Alnr t00p3J lacitunN gor A3Sli\JVH Jeu6,saa 920rAS 3NIH0VVI A3S1A1V2i Auedwo0 e 7 41111,14 Ludo: IILC 1, C. IIWION RAMSEY MACHINE SER... K.L. RAMSEY 8010 Red Dot Red Dot Case 3 DI + LL + Lateral SK -1 July 27, 2016 at 3:07 PM Red Dot Runway Frame Cass 3 DL., /l 1/ Company Designer Job Number RAMSEY MACHINE SERVICES K.L. RAMSEY 8010 Red Dot July 27, 2016 3:08 PM Checked By: Joint Coordinates and Temperatures 1 f2 7 r_ 9 ( 10 Label X [ft) Ni 0 .N2_ 29 Y rt. Z ffJ 0 0 0 0 N3_ 36 0 0 _ N4 -_0 , _ _ .:.:_ .Lt. i 5 - i 0--1pp8 6G(� /0�_ -1&66 (7 _ 0 -5 0. 29 0' N9 5 0 t 10 - 24 Hot Rolled Steel Design Parameters Temp [FJ 0 0 Detach From ()lap, 0 9 0 . T Label 1 M1. . Lz.M2. 3 M3. L.4_1. M4 5 M5 Shape Length(ftj Lbyy[ft) Lbzz(ftj Runway Be... 39 -Q-0.0311_,_1„04,66 Bracing 7.071 1 Bracing 7.071 Joint Loads and Enforced Displacements Lcomp toptftl Lcomp bot(ft) L-torau., Kyy Kzz Cb Function Lateral Lateral Lateral Lateral Joint Label Member Point Loads (BLC 1 : DL) Direction No Data to Print ... Magnitude((k,k-ft). (in,rad), (k^s^21ft, !<'s^2'101 L1 2 Member Label M1 ML Z Direction Y p z Member Distributed Loads (BLC 1 : DL) Magnitu le[k,k-ft1 t3.46 -1,97 x.1.07 Locatiop[ft,%).__ 21:6 L 1 .L Member Label M1 Direction , Start Magnitudelk/fl,F) End Magnitude(k/ft,FJ Start Locationfft,%J End Location[rl,%J -.015 -.015 0 0 Load Combinations Description Solve PDelta SRSS BLC Fact BLC FacL.BLC Fact BLC Fact .BLC Fact..BLC Fact..BLC Fact. BLC,Fact ,. 1 )BC 16-6 __.. Yes . Y P., 1 , l 2 1BC 16-9. Y. L Y TOL! 1 i LL i "1 UST 1 T I 1)_ [ "' -I- 3 IBC. 1 5-10 (a) Yes Y • DI. .1 . Envelope Joint Reactions Joint X (k) LC Y (kJ LC .., X1;5 max 2,894- 1 17,Q23 1. 2 . t ;mfn 2.fl98 i� 11,,023 - 1 ,mmla .,$.9ax..208$ 1 17ti0� 1 i 1 �1T.SB , Totals: , _ , ; ,. , x Z Ek) LC MX (k-fi) LC MY (k-ftI LC MZ ` 0 1 2031...._1_- ,,:97$.,1 •17.117 4 1.67 ). _o.31i s -APS 1,07 1 20.3.4 1. Q 17053 °yo7 J 1 , 20.36.4/ • 1 81 1 x%.153_ rr�� t1 - ( LC 1 RISA -3D Version 11.0.2 [C:1.,.1...\.. \...\Red Dot\Red Dot Runway Frame Case 3 DL + LL + Lateral.r3d) Page 1 Company Designer Job Number RAMSEY MACHINE SERVICES K RAMSEY 8010 Red Dot July 27, 2016 3:08 PM Checked By: Envelope Member Section Forces Member S.,. Axial[kJ LC y She ..LC z She LC Torque[k. ,LCy-y Moment[k-(11 1 M1 1 m 0 1. 0 1, 0 1 0 1, 0 2mIn ,0_ _0. _1 ,0 1 _ _0 1 _0 _ 3 µ 2 m.12.698 1 14.328 1 1,07 1 . 0 .1. 7.236 14_ _ 211,12,89.8.1 ?4.328.1.1.0.7 ,1 _0 _1, 7.236 5 3 m..;2,898.1 329.1. 0 .1 0 1 11.142 Lg r _1 0___ 1_ _ 11.142 _ 1 . _ 4 m,, •54894,1 '•6;4631 -1.072.1 -.024 1 , 2.927 8 mlr►.5490 1.6.463 1 •1,072 1 024 1 2.922._ LC 1_ 1 1, 1 _1_ 1. 9 .5 -mt. _0 _1.. 0 1- . w0 1 0 s1 _ 0 _ 1 4,10 mm j 1 .6 1 D 1 0 J D 1r _11 . M2 1.m.:17.07.4 :1. 1.094.,1 5,487;1 1 -.021 .1- -5.325 _ 1 X12_ . _ _ . _ _ min7.07.4:1.1 099_.1 _5,487_1 Y.021 _._1_._ 5.325 1 13 . -2...m4,428 1.:1.094,1 :5.487_1 - _;.021 _1. 2.0.272. _. _ - 1 L_19_ _ __ __ mtn7_.4.28•.1 x,1..09,4.1_.5,487,.1__._,021_.:1..__ 2,0 2.72 _ . 1 16 3 m.+16 315 1.1,083.1 z2.927.1. •.078 .1 . 10.19 1 16.. _ mm 16315.1. 1.063•.1 2927.1. •.DIS_ .1.... 7.0.18___ . 1._ 17 4 ,m.,,16.669,1_ 1,083..1 ,:2,927 1 -.078. _1. •3,464 1 16 min 16 669.1 `1 083.' 1_,-2,927' 1, • 078 .1. •3 464.1 19.. 5 m.,,17023wL1,083._1 2,927 1 -.078 1,.. -11.1.17 1.20 _ _ min 17 023;_1 ...1.083:1_.',i.1027.:1_;,078._ .1 17, f.1.7_ _ 21. M3 „1..m..7,689.1.1„1,996.1_,-5,536,1. + 021 _ .1 , 5.578 22 min7.689 1 1 096,,.1.«'•5.536 1..,. _421 23 - • T2 .171-113,04_311.1.„095 1 5•636,1 _, •021 .1,, . 2:20,246. 1 1_24._,__min$ 0.43.1 1.0.961_ 5 5361 _.,.021_7..___-20.24.6 1 25 3 ,m„„16 973 1 _1„084,1,,2,92.6J .1 j :078 1 10.1.6"7- l _ 26Y. __ __ _ mt nss 9731''L:1.084.12.92_8.1 .078 1 10.167 1 27 .4 �my,17 327, 1 �1 084_,1 X2,928„1 _ ,078 ,1 3 493 z -z Moment(k-ft] 0 _ -62.257 LC 1 1 1 -62.257.._ ___ __ 1 _ J 114,012 _ , 1 .--. _-.1.14.012 1 20.807 1 -21)_802 ,_ __._._. _: 1, -.024 1 -024 - -5.12$ .. 1_�, +•5.128 1 ' -1.0,244 _ 1 _____�_ __1 __ :15,298 X1,5,298 1 -20.351 _ X20.351 1 .1 _'L._. :5,133_ 1._- 5.133 �1 _ -.10,251 .. _ 1 iQ:251 1 I 15.3.07 1 1.0.84:.,1_:2_928:1 _.Dl B.w;--L -3,483-- _ _: 1.... • 15 307-_ 29 : 5 'in _07.681.1.„1.084_ 1..2,928�1.w ..078 1 17.163 _ .1 -204.364 __ 1 47 1_ _ _30 mrn 17 861 1.084 1,2:82.84:1. 078 _I. 17 15.3 1 •20.:364 .1_ _i 31 yi. a _ 14_1-11939,�1.,188! 1 018+ 1 :,__0_ _ i 1:.. _ -,P02 1 ._._,753 ---- -..-.. --_ 1 [ .32__ --.1.116-1-L01.1,--.1.88.....1.i...0.1.6 1 0 -1 ' - 082 1 7.543 L...._1-- 33 2,m.11,925' .1,..17,.4:.1 0.16,:1;. ._0 .1, .. :,.053 _ 1 . - 433- - _ .1_ I. 34.. ___ ___miR t 1925.1. 1.79 1_..016A, .0._..1:_ -.053 1 ' 1 J 35_ 3 21_.11 91 1_,-,169 .,1..,01.0- 1, . _ 0:1___:.:02.4 L3,8.. mai11.91_1.....,.1.59_1.-0.16.»..1...__0__.1.. - 024 37_ . _4 m-.1189.6 1 145~1 ,,D21.0_.1; 0 _1 _.005 L 3.8._ _ min 11.896 1,.-,.1,45.,.1„.,Q1 ,._--0 1 005 39 .5 m .,11882 1..131 .1 .4016 .1. 0.1_ ,034 1 40r_ minit 882+,1,.1.3.1-1....01.6.._1_ __0__.1 ._,03.4_. _1� 41 , M5 1. m,_11.944.1 ; -.128,1 -.016 1, 0 .1.. ..034. .. 1 i._42_ _ _ mtn 11.944 1 •.128 1 -,016 1 0,___.._1 __ _,.03.4 _ _ 1 43 . _ 2 .n4,. 118591...143.,1.-.0'j6_.1-. 0 ,005--_ _. 1. [ 44 ,nin11.959 3 -- 143 1 '- 016 1 0 1 005 _ 1 45 _ 3.,21..01973.1 -,157 1 !-.016.1. 0. _ ..1,; -,024 - 1 f 46 _ mill 973.1_4,157' 1 -.016 1 0 ._1 -024 ..�_ 1 47..-. .4 21,!11.988 1 --.,1-72..1..-,.016,1-.. 0 . 1_ _ _•053 .._ _.1_. _ [48__ _ _ 1.1r -1-1-91L1,....--1„72_1...-..01.6 ..-1.N_0.. _...1_.. __-.063 ._ ___1._ 49 • .5 .,21.,12 002,1:.:.,,186,..1_,.!,016,1 .- -0- -•.1. _ -.082 1 t 50 . miri 12 002 1 -J86_1_-:.0.1.6-1-0-_1-___:,.0.82__ ._.. _1 .4.33 1 _,! ___ _ -- _ _.139... 1._,_. 1 139 1 13 -,374 1 - • 314 1_ :,366 _ 1 .. -,366 1 _-.126 1 -.126 1 , 1_ Envelope Member Section Deflections _ 139 13.9 1 .746 1 Member 1 , M1 Se: x (in] LC y (In] LC z (in) LC x Rotat,, LC (n) L/y Ratio 1 21 ,001 1 . .113 1 . • 085 1 .E `J0tc 1 NC min Q01 1 113 1 -,06.5_1_ 8 901e 1_ _ ,NC _ LC (n) L/z ., LC 1 NC , 1 1, NC. 1._._._.,.. RISA -3D Version 11.0.2 [C:1,.1...1...1..1Red Dot\Red Dot Runway Frame Case 3 DL + LL + Lateral.r3d) Page 2 Company Designer Job Number - RAMSEY MACHINE SERVICES : K.L. RAMSEY - 8010 Red Dot July 27, 2016 3:08 PM Checked EnvelopeMember Section Deflections (Continued) Member Sec x (inj LC Klin) LC z lip] LC x Rotat.„ LC (n) L/y Ratio LC (0 L4: ., LC 3 2 maxi 002 1 -,4261 4 1 -.242 1 -1.02e•3 1 1135.163 12675,939 1 5 i 3 Maxi ,001 i 1 i -.385 ' 1 1 7.292 1 1 -1,021e,., 1 ' 813.864 1 :1933A17; 1 ....., L61.- 7' oTot ,00.1....i, 1-' -;385:11 1 '• 292 (1717625r.rj-.„ . 434-3S64-, --, :( -..i 0.930:41Z - 1' •"-- 1 7 'max .001 I 1 - 115 . 11 -,182 i 1 -9.622e,..1 _1360.928 1 13140;911 1 ,Li /3149;91,.. 9 1 5 L'ax' 001 '. 71 '67 1 1 016 1 ' '-; ori7e - 1 , ,,,........f/.:.„:. • • . , Z. ,i.....,,., I • " ..1.;,„....,.....L, ""' ‘II J NC 1 1 NC ; ' C. _L 1' • E._to:j 'min' ,001 -A........26 -L -L71 Y -_-..;,06-L,1 -8,9076;:.1:': ' N 11 M2 1 max! 006 1 136 11 001 11 -1,424e.., 1 ; 1649 452 NC ; 1 13 ; 'max. 005 1 I .086 :4 1 I - 169 1 1 t -1.306e;;; 1 ; 259T.595 4 1 '11317.0051, 1 • .,min ..005 '12.,.jOn. 1.' 1.,„ . 169 FF11,3069.1' 1:', . :. 25.97 59.:5-'-'717.11117.,001:1 t J 15 , 3 max 004 . 1 1Q43 1 1 1 7,173 I 1.1-.8,665e.,I. 1 I 5215.67 1_15. :: : . Trip ,0.Q1:4 ,. :177' 014a7:77-.17,32.17-178W.I., I ' 52T567 imin 002_ - 267r -T1 2;42 17170.2e,3f3 ' 11 35 J._63 1 Q675.939- MLL__tai5 1649.452 1290.065. 1 .174 4 4 4 NC 1.ma)c... .00.2 1 1 : .0t2 ; 1 ; -.068 i 1 !;-4.432e„,; 012 ,': 1! --?(4-1 .2 ! IY...4A32t- ;--i-!:1- W. - 77,1771 7. 5 tT?' 0 41': 9.....4„1„! . .p_114., 9 t .f. i NC 1 1 I NC 11 1 : . "1.; . .`0 r 1' :-......,..L.--110,.. • . .: 1, °: ' . • ,LL 1_, M3 1 Maxi 00.54_1.4..,1'36 i l_j_.:001 1 121-42601 1 1648;385 I 1 A, 11,-4,2;60,i-,;„,..",,,..16.4.8"313.: I., I . Iii..3'12N2C.i...91.--i.:, .: 1 . , L22 - • 23 Imax ,0,45 1 • .086, J 1.306e.3 2595.962 E 24:1 , -71.iiiii1). 005,11706, ,Icr t A,7,:. 5959 i322 ..,:. :t 4, 022,191_i___, ..1 3 ,4Imax1 004.) 1 ! .043 1..,L1,174 (1 18.862e-4 1 L , 5212,476 ',.......:L4,113.9.___:_i 25 I i : - min • Y004i' ' ''043L;1 174, ',,, 8;552 ,- ,- i "S21T2F48 1 1295341 . • , 19 1 323 199 , 43 , i ._1.2o2:11.524 , ' xi 13° 1 ' -071 ' 1 1 - 184 1 1.997e -4i 1 4 439.803 111841 8251 FArr----7- ----rmir71 t39j1 ; -.071,11A : -184 1 ;1199,7e=4 1; .. 439,40.a - i' 11-.826': i e_L5 1 1 3 rn X 135 ..,.,,1 ' 00.L.;,..1.1 - 149 1 32,14_2e4 1 ! J21 619,LIHI1,P6-626 1 LA6... ' in '136'."' 'I'll 0.04 .i -449 11F.44ge-0-14.-.: ::, 72.1,: ------------11 .:12 -71r1 -2W! _ 1,,,_ ":, J. 1 47 I 4 :max133 11 1 073 I 1 1 -.116 1 i2 887e-41 1 1739.237 I 1 2597917, 1 ' mini, ..1.33771:17M:1317-3F4-71-;18W4ri , 1 z39j,237; .., 17?597.i9,17.4 1 1 4Q 5 max: .129_2, 1 ' .122.„: 1 . -.083 1 13 332e-4! 1 ., NC ' NC i L5OJ-17Z3 :.129.__Lft.M2' -nil' ‘z_ 033M1051;41j ' _NC Envelope AISC 14th(360-10): ASD Steel Code Checks 1 Member Shape Mi il/V12-4 M2 8 x "86i37766: „ LL3 5X3. Code Check 253 Loc,..., Shear Check Loc„..,., F_'.0.c.io_entiq__Mnyy/p.. kinzg„, ,, Eqn 7,4 16.,j_.......0.0993,.....3Q716....:15,xicreTr2Teriii369.8...:948.5.210,6.563i,247.86.582.3,',..Hi-:; !6;pidg 7752r7:,tire7iir7Wt'ff:P6eT.tjifoi289Ap_e:sijiAV 9___ ,5.0„.111 022 4,8..,,,Z 1 !3.89:.9.1667,5. ,105.289 4055..J.., Hi ib 253 A78 .477 17.0_01 ,009 70 .y;1 ,51 35172,862/ .666 2,852i, Hi la RISA -3D Version 11.0.2 [C:\,..\..,\„1..1Red Dot\Red Dot Runway Frame Case 3 DL + LL + Lateral.r3d) Page 3 1,,„„„,11.42„„,1,1,,,LA6-,,8_,s1 44,431e-44 1 4 NC 1 1 b301318, 1 Q22' -i 012- !•1,, ,.063._ 1 4.4.3.1e,41 _NCI,- ' 1' 1 1, 0 1.1 J NC 1, '3;o:17-16: • 1 1 NC 1 ", :,.. 11 I NC 1 '' -' x i ' 11,12598 1! :..i 1 1 _1 '. 1 1 1 29 5 max 0,10 (1 1 0 -5b7:•14rIliFIL-II--i0L-L_IL11,-;0' -1:1.:}I..I. CLL. 1'imaxi -.128 11 .121 11 1 -.083 .1•if',.,..0.4.1i 1 - NC, - 77-13,7-11.07 1 t3,339e-4I 1 I NC 1 53394.4!, tl; NC 894e-41 1 1/23.767 31 M4 niffi*:.-128 1. 1 !'. 121 i7 -1,01i3,, 33 2 1r7naxl - 131 1 I . 72 41 i -.115 . min.,. TL.- ..,1' ' A i' Li . i 41.,..,112i89464ALL...._,LLA:72328 34 _1_,..,..„..........r„.412 ., :z.._,,.. -a: 35 3 ;Tax; -135,:;,1902_LL -.149 1 )2,449e•44 1 I 7154,,r8 I 1 11276.609 FD-6'iti - , 1 , . :-• 4494 71,1114),L6i35 .-1,,,j,. 0.02,..JA 7 , , , 1779' ,•i a4.. 1 -j , - . 71&438 1_ - 4 maxi -.138 I 1 I - 0 . 1 i - 84 Q.004e-4H 436 , 4 1 , ; 1276 .809 i„.11,5414821 1 , 1 L., „..,39 40 L 1-14 ,..A.3 '. . • : I . t ' e-4, 43. r162 ' ' , .1 1,4841.871; . 'maxi 141 1 I -„JAL- 218j t 559e-4,41 320.851 1 1628:5531 .;11 _....5 ,4,j ' .1: ' -7rillir,1%.1m. f-11,. -444 "i:t 1T,:',218'..;:11 i1-559e4i'11'. ' '.320.'.8:51) . . li628:5531,.._ Al M6 i 1 !maxi 142 1 1 1 - 141 i 1 1_7,218 1 41.552e -41i 1 323,1.99 1 1628.5241 . . 1 323 199 , 43 , i ._1.2o2:11.524 , ' xi 13° 1 ' -071 ' 1 1 - 184 1 1.997e -4i 1 4 439.803 111841 8251 FArr----7- ----rmir71 t39j1 ; -.071,11A : -184 1 ;1199,7e=4 1; .. 439,40.a - i' 11-.826': i e_L5 1 1 3 rn X 135 ..,.,,1 ' 00.L.;,..1.1 - 149 1 32,14_2e4 1 ! J21 619,LIHI1,P6-626 1 LA6... ' in '136'."' 'I'll 0.04 .i -449 11F.44ge-0-14.-.: ::, 72.1,: ------------11 .:12 -71r1 -2W! _ 1,,,_ ":, J. 1 47 I 4 :max133 11 1 073 I 1 1 -.116 1 i2 887e-41 1 1739.237 I 1 2597917, 1 ' mini, ..1.33771:17M:1317-3F4-71-;18W4ri , 1 z39j,237; .., 17?597.i9,17.4 1 1 4Q 5 max: .129_2, 1 ' .122.„: 1 . -.083 1 13 332e-4! 1 ., NC ' NC i L5OJ-17Z3 :.129.__Lft.M2' -nil' ‘z_ 033M1051;41j ' _NC Envelope AISC 14th(360-10): ASD Steel Code Checks 1 Member Shape Mi il/V12-4 M2 8 x "86i37766: „ LL3 5X3. Code Check 253 Loc,..., Shear Check Loc„..,., F_'.0.c.io_entiq__Mnyy/p.. kinzg„, ,, Eqn 7,4 16.,j_.......0.0993,.....3Q716....:15,xicreTr2Teriii369.8...:948.5.210,6.563i,247.86.582.3,',..Hi-:; !6;pidg 7752r7:,tire7iir7Wt'ff:P6eT.tjifoi289Ap_e:sijiAV 9___ ,5.0„.111 022 4,8..,,,Z 1 !3.89:.9.1667,5. ,105.289 4055..J.., Hi ib 253 A78 .477 17.0_01 ,009 70 .y;1 ,51 35172,862/ .666 2,852i, Hi la RISA -3D Version 11.0.2 [C:\,..\..,\„1..1Red Dot\Red Dot Runway Frame Case 3 DL + LL + Lateral.r3d) Page 3 Leeds: ILA 1, DL Se Mies:Inwleoe RAMSEY MACHINE SER,.. K.L. RAMSEY 8010 SK -1 Red Dot Oct 5, 2016 at 10:04 PM Case 6 DL + LL (IMPACT) + LATERAL Rid Dot Runw.y Frame Can 1 DL., l �f Company : RAMSEY MACHINE SERVICES Designer : KL, RAMSEY Job Number : 8010 Red Dot Oct 6, 2016 10:05 PM Checked By: Joint Coordinates and Temperatures Label N1 N2 N3 N4, N5_ N7. N8. _.. N9 N10_ X (ill 0 .. _.29 37 0. 29 29 6 24 Npt Rolled Seel Design_ Parameters Lobel Shan_ . Length(ftl .1.byytttl. 1. -K M1 . Runway Be - l e l 2 .... ___ ..Column _: _.18166 ,. 3 M3 _ C9Ipmn _ 1 U6,. ,. _ 4 _ M4 _ Stricing x 7.071 5 M6 Bracing 7.071..: Detach From Diap... l<bzx(Ui Lcomp lopttt) .Lcomp bott(tl L-torgki— KYY Joint Loads and Enforced Displacements Cb Function Lateral Latatat Lateral' Lateral Joint 1ettei 1.1211 rti N Data tnt ... Member Point Loads (BLC 1: 2 4 Member Label M1_._ M1 _ ..1-- M1_._ Megnitxde((Us.iO, (In rad), (ts102!11,1('s^2*ft)) Direction Member Distributed Loads (BLC 11. DL) Magnftude(k,h4tl _ -13,4._- ._.._ -13.46 Member Label 11 1 M1 Load Combinations Direction Y .6tart.megnitud ik(ft,F)..End MapnItude(k/(t,F) , Sfartloatl n(fi,%v) , End Locatlon(tt,%) 0 -,.015 1 -.015 1 . .0 DeecrIPtlen Solve PDetta SR8.8 BLC Facl,,.BLC Fact.. BLC Fect-BLC Fact .31.0 Feet.. BIC Fe 1 1.60.16 8 Yea _ Y _ ,par_... , 2 l#3C _18r9...,« Yes_. . Y.- - , . _ - Al.. ---1 LL i -.U.S 3 IBC 16-1D (a) Yes Y DL 1 Envelope Joint Reactions LC Fact.. BLC Fact... JoInt X {k) LC Y tk) 1 N5 rmsx 1.049 1_. .0634-. L 2_ _mtn4_049.1_. .064...: 3 .. N6 max 1449_ 1- 34,891 I 4__;_ _ m n,1,049,1 34.891. 6 . Totals. max 0. 1..34,827, 6 _ .min 0. _.1 34.827. LC 1_ Z Ott LC MX tk-(t) LC MY f k•ft) LC MZ (k.4t) LC c,283. 1._..- _.-5.196. .. _.1 .. -1021.41. '_6.811.,... -.263 1.. ;r5.9.96 -.021 1 .1. —_ _2,423 1- 48.544. 1. -,097 1 -5,813 _ 1_ 2,423. 1 46,544._-- "1. _- - -.O97 .1 -6.613.. — -- _ 1 2,14 1 2.14 RISA -3D Version 11 0,2 (C:1.,,1...1,..1...\...\..,\Red Dot Runway Frame Case 1 DL + LL + Lateral.r3d) Page 1 Company RAMSEY MACHINE SERVICES Designer K.L. RAMSEY Job Number : 8010 Red Dot Oct5, 2016 10:05 PM Checked By - Envelope Member Section Forces Member S., Axial(k)LC y She ,.LC z She. LC Torque(k...LCy-y Moment(k-ft) 1 M1 2, 3 .a 7 18 0. 11 .12 - 13 �.-_ .1.6 17 L.18 a,19. L20:., 21M3 2 (2"1_ 24. 27 ~, 29, 130_.t, 1 m,. 0 1 0 1 0 , 1. 0 1 0 , 0 2 m.-1.049 1 2.789 1 -.284 1 085 1 -2,001 _min•1,049; ]" , 2 789 1 2$4.:,1 085 1 m...-1,049 1 -4.017 1 -284 1 .085 1 -4,843 min' 1 04931 4 0 7 1.,- ,843.. 4 m 322 1• 6 209 1 283 1 .064 1, 7 701 mini 32241.; 6'I99 1 .,283 1 „084.. ,..1 .. 4..7_.7.01 , m 0 (1,134611 107 1, ,0 1 0 min; 0....,0',.13.4,61 1.07. 1., _.k0 �1..a� ._.0.;...... 1 m..1.394,1 -,273,1 ,-1.602,1 , -.016 1. 1,687 min 1.394;1 . -.273,1.-110211 -,016. ,1 .1.887_: 2 ,m-0,748 1 273 ,1 1802 1 ,01,6 1 -6119 mfn 1 748` 1.4 27.3 1 > ? 802 1.- w,.0;16.. 1 -6 719K... 3,m.., 7721 283.1 1.04.81 -,021 .1 -.021 i 1 4 m 418 1 -,283 1 1.048,t1. 1 -,021 9B�1,,�,,:,�Q2:1... 5 .p •. 064 1 ,283 1 1048 1 421 ,1 , m...34 356" 1 2 533.1 .228 1 .079 LC z -z Mornent(k-ft) LC 1 0 1 1 0: 1 _. 1 4.107 1 1 .. .4.107. 1 1 _38-139 .1. ,... _ _ -...38.139.....:....,.. 1. 86:876 , 1 1. ._8.6.8.76, , . _ 1 1 1.::� ._........,...0.._... .- ., 1...._. 1 -.026 1 1 . . -.;026_.. i_ ._ .1. _ 1 .1 X25 .. ? 1>„�, _... �.. .,..1.26:-........., .._._� .-1 .__ -2,963 , 1 �� 2,56 1 -2.963.. 1 .. 2�:56 1 1,927 1 3878 1 1;927 ,.. • ". 1. �. " .. r .,.3878 6.817 1 , _5.196 6.8;17 1 - ‘ 5;186 9 378 1 .064 :084... irisin'"34 368¢ 1' 263,31. 228.1 2.4m;,;,,,3,4,,71„.1 '2 533 1- 1 - 079 1 8 313 1 ,:mr34,7_1',1 2533 .4 '2281.1....., :� 9797 .1ftL6 313` i 1: m .34.1831) 2 486 1 -1064 1 997 1 4,114, 1 n at83 ,1` 2 '968 1 ? :LA :_, 09'7 1 1 4:..114 m..34,537 1 2.,486 1 , .1 .064 1 0e7 1 849 minL34 637 ,142.486L1 1;0641,1 _ .:097 ...1 ' 849 7;4.114 m 34 691 1 t2,q§, 1 -1.9Q1 1 097 1 -§„.01.3 1-4(4.,§.44 1 mfr3a 89t(1:2,48.6!1,.i=1 Ofi41,1 .097 ! 1 L ;7_ ..,.._ ,�, .�_� ._: ._681�,.�:.......a..�.,.. - ,..:4$:69.. �:�.�.....J.,,..a 31 M4 1 tm -.4:047 1 013,1 ..011,1, 0 1, 008 1 4-,,,,1.0 1 1...32: # m,nt•a.0`47.11..,...0131,13...0;1..1i.1 _..w_..,0� ..:.1j ..._-.008 ` 1 48, _ ...... 1 33 2 m,..-4,061 -1 028 1 011 1 0 1 027 1 , ,144 L3.9........_....,:�. intn.z4 0`611161 028J::1..L..0:1.1` `1_;.......0...._ w;,,1.!,,...-....,027 1 :.. ..4 .,.....149,,...: 35 4 3 m.4075 jj.1.. ,042, 1 011 j 0 1 .046 0 k .38- - . i mtq� 075 i .1... .042 ti.. -:.0.11.1.1.... j'.. 0... , 1.1.1.._. .048 _. 1 ; x :082.. 1 04. L38_4_. 37: - 14,,M:,, -4,09:1109T I ..056.; ,..i-..01:11 ...0_, _111 .06.5_...._.� . _a...1 ...-,M... .. w: w :0 �._38:..x...-_..�:.�....�mn-_ � OQ4 � .,.. 39 5 ym..,./1,104 1 „ 071 i 1 ,.011 1 0 ,1 •,984 1 .11 Z 1 40 . .inin a it?a19.._, OZ1:..1 .01.1.11-....:0.. _ . 1..? - 084 -.. . 1. ' t7.. 1 41 M5 ,1,m.-1.195,1,163,1, 0 ,1 0 ,1 .03 1 466 1 42 43 L.44 45 47 148 49 2 Fm .t 1811 149'1 0 1 0 1_ 029 1 ,18 > 1 min' .,,irJ..81„1..:149:=.i L .0_...J.1, ..0 s 1+ .029__ _._ 1 - .._-_., .19.....__ ___-.1.....-1 3 ,m,..-1.166 1 1341 0 ,,,1 . 0 ,1 X028 1 -.06 1 - Min -1066:1 , ,1.34 „1,-.-�_0.„. 1: ` , 0 1 028 ▪ 1 1 4 - m 1 152 1 12 ,1 0 1 0 1 E02,7 1 min: 1 1.0Li1 ...12::11 „_01,... , '1 ',0' " •a --027_ .._ 5 m .1.137,1 „,106#1 0 1 0 1, .026 1 L50 _ m n 1137 1 .106,.' 1 s .0_j1 _0_ 1_ .026. Envelope Member Section Deflections 285 5-_, 485 Member Sec x (in) LC y (in) LC z (in) LC x Rotat LC 1 M1 1 max 056 1 -,028 1 .05 1 2 236e.4 1 2.__ _ min. _056. _1__-.028 1. .05 L2,236e.4 1 (n) L/y Ratio NC LC (n) L!z ,. 1 NC 1 N.C... LC 1 1 - RISA -3D Version 11,0.2 [C:\.. 1 ..\...\...\...1 ..\Red Dot Runway Frame Case 1 DL + LL + Lateral r3d1 Page 2 Company Designer Job Number RAMSEY MACHINE SERVICES K L RAMSEY 8010 Red Dot Oct 5, 2016 10:05 PM Checked By: Envelope Member Section Deflections (Continued) 3 . 4 ,. 5 6 7 8. 9 1.19-.. 11 ., ( 12....._ 13 . 14 16 17,, 7.18 19 r_ L2� 21 M3 ! _22 , ....__ 23_ L24 25 [26y.._ [2 29 ; [30 33 ' L 34.-T 35. Member Sec x (in) LC y (in) LC 2 fin) LC x Roiat.. LC (n) L/y Ratio 2 max ,056 1 .064 1 , -.005 1•102e•4 1 , 521.3,:.1,15 min ;056 .: 1..- .064 , 1 ; 005.:,1e� 1 02e•4 1 .:_.. _A521:3..1 .5 _ 3 max .056 1 .13 _ 1 -.094 1 •1.031e.., 1 3035;198. 'min, ,05.6 1.,_ ..1.3. 1. -,094 1 0.031e� 1 3035._1.98:. 4 max .056 „1 .038 1 , - 263 1 -1.891e , 1 7270.743 rein .x.56..,1., ,,038 ...1 ; =.263_ 1_:-..0391.e..,1 ., .7270 74.3.._._ max 056 1 -.376 1 -.541 1 .2.031e... 1 1377 363 84.1..1 2 031e 1 .. 1377 363.; max 0 1 034 1 .056 1'.4.426e...1 6522,07 0 .1 1. 034 1 .056._. �1'.4.426e.,0.� 6522.07:. max0 1 -,022 1,.093 1 •3.546e.., 1 NC„ «rn!n« 0 k.1 i ..02Z.� 1.. j 093.1..,-.1,...5„4_,P13.4_14, NC. ..w...µ Max 0 1 0,11 1 077 1-2.379e.. 1 NC } NC% rnex 0 1 003 1 ,028 1 1189e 1 N i µ 1 18ee .1 max 0 1 0_ 1 0 1 0 1 am 0 ''1 -0< 1.11' .0 i D 1 r max 015 , 1 .31 1 .056 1 209e 3 1 ;mtn ' 015 -u1 31:. 1 ',058_.1.f-2 09e 3;.1.1...... max ..011. 1 r, ,1.97 1 1 , ,-,042 1 { 1643e.,, 1 mini 011 -, 1. 197 ' 11 042.1 t.6a3e. 1 max 007,-.,-1 098 1 •,054 1,-1.1,0 1 r. miri :.007 1 . 09e 11 454 [ 1 11 11141 1 , 8 t 1-[ DJZ4 11 Oii28 i i 1 `�i 5.502e:•� 1 LC (n) L/z ... 1 8624.719 ;,1862429,,, 1 3325.748 LC 1 1 3325 748 ,, 1 1 1534,052 1 ,,,,1-4534.05,2,„,„ 1.,. 1 t3,11.479„ 1.a8i1479,_ .1: NC 1 . 1 4345 112 1 rax Q maxr .067 , ' Amin 0.67.0 max ,088 1m1n1i.068_ , ma .069 [ 3.6: .Ko� _„1M i..tint _;`,0.69 37 4 tax',07 [..38}. ..._ _.d. m� .07._ max 1 [ 40:. ^ 15;07'1 41 ,* M5 1 max ,026, E 42.:! 1 tmtn. .026,„1 43 _ 1 Q.- 0 1 0 ..1, .067 1 _021 1 3 935e 4r 1 1 1 .:08.71 1'€ 021 ,[,;1',i3935e 4 1:; 1 1059 r 1 019 1 966e-4 1 t.. 019 i 1 )3 986e'4, i 1 ,044 1 .016 ,.1-;3 997e-41 r (1.,€�.=.fl99�,1.1_01.6�.t�1::i3 1 i__�0026...1 `032-I11•476280:41.p7 1 4.088404 d�08_11 •).� 00 1:;4 0586 a 1 05 1, -.201 0 '2-299e- 1 , ....X05"1 ],, x.20.1.1.1 z 299e7a1.1_ 2 342e 1 *min - 025` 1~ QZ1_L1..'....-.19.9. ie1 :a.2 342s. i l.; 46 . ;_46- 47 46. 49, i 50._ V I 1 IJV J 3. mex -,025 _1 028_ , 1 -.196 , '1 2365e 1 m lJ .•025.. L.._.028_.J -..186 1 < 2=395e : 1 ._. max -.025 , 1._ •.013 1 -,193 1 •2.428e.; 1 min .025, ,1. z.0.1.3...'„ 1 1.93 _1_,-2.,429e..; 1 max _.024, ,1., -.04 1 �,1 B9 , .1. .min: -.024.:1 u .-.0.4_. L ,-.:1.$9_ 1!?..4.72.t..1.1 Envelope RISC 14th(360.10): ASD Steel Code Checks §13,-,k_813 3 _3861113L; :a 76.2 66 , 787:286 1266„708.-- 1 _,.NC-___ - .1256.00' 311.8704 ,1 NC_, 31.,18.Z04,. „ 1 NC r 1; 1, NC _ y _NC Member Shape 1 M1 W18x76 C1. 1.2._._M2._._; 3 M3 ' W18X76 4 M4 LL3.5X3 5X4X3 5 M5 LL3,5X3 5X4X3 Code Check .272 079__ .223 .0.82 176 Loc(ft) - Shear Check Lo •., Pnc/. PnVo,.,Mnyy/,•. Mnzz...... Eon . 32 083 -1,- .091 32,...y 1 29a 948 . 210.5.. 476 H1•. 18.66 1 18,66 1 ,022 ,933Y,1 389 .667 1052 .406 H1•, 7.071 _1., ,003 _ .7.9.,:y.1 51, 35172 862, 6;66 '2 852 .:Hi. 0 1 .008 0 y'1 51 35172 662 6 66 2,852 H1. .. RISA -3D Version 11.0,2 [C:\...1...\...\...\.,.\...\Red Dot Runway Frame Case 1 DL + LL + Lateral.r3d] Page 3 pin Ludo: BLC 1, DL Solution: Env'lope RAMSEY MACHINE SER.„ K.L. RAMSEY 8010 Red Dot Red Dot Case 5 DL + LL (Static) + Lateral SK- 1 July 27, 2016 at 3:37 PM Red Dot Runway Frame Case 5 DL. tq Company RAMSEY MACHINE SERVICES Designer : K L. RAMSEY Job Number 8010 Red got July 27, 2016 3:38 PM Checked By: Joint Coordinates and Temperatures Label X (ft) _Y_(ft) 2 (ft) 1. _ _N 1 _ 0 . 0 P. 2 __.112 _29 0 .0 3. N3 .36 . -0_._. 0. i 4LB...54 •3 Q Q J.- .- - _ c... O 118 48. - O C 8 .1N ] 29 ( .18,88' 0 7 .., —_ N7 o 0 9 N9 Hot Rolled Steel Design Parameters _ _._ Temp [F]__ Detach From Clap.., 0 I 0 0 I� 0 Label Shape Length(ft) Lbyy(ftj l baz(ft] Lcomp Igp[ftj L.camp botift) L-torqu . Kyy Kzz Cb Function M1 Runway Be,.. 39 Lateral 3 M3 .g9 t pn 1 5 M5 - ening. 7 071 Joint Loads and Enforced Displacements Lateral le a Lateral Joint Label Member Point Loads (BLC 1 : DL) L.D,M Direction No Data to Print :.. Magnitvd_ej(k,k_ft),_(in,r@d), (k's^2/rt, k's^21t)] Member Label Direction Magnitude(k,k-ft) _19calign[fl,°J 9 13.4 Member Distributed Loads (BLC 1 : DL) Member Label . Direction ._St_art Magnitude(k/ft,F) End Magnitudgjk(ft,F)Start Location[ft,%j End Locatan[ft,%) 1 111 Y I -.015 -.015 0 _ 0 Load Combinations Descrip6tion Solve PDeila $R$$ BLC Fact...BLC FacL.BLC Fact..BLC Fact.,BLC Fact,. BLC Facl. BLC Fact..Bt.0 Fact, 1 IBC1$r__Ye Y.. __..._,p ],.1 � k t JB 1849 Yes Y ] D1 1� %LL. ';I;LS; � .__ T7T-17. '71777 71:7 3 IBC 16-.10 (a) Yes . Y DL;. 1 • . Envelope Joint Reactions Jntnt _Mk] [k] LC Y (k) LC Z (k) LC MX [k -ft) LC MY 9 )k-ft)8 LC MZ15.852 (k.fI) LC 197_,Q7_, 1.. 20 328,-, _ 1 -� � L2 I' ;mtnt 2 B$B` ,1 15<s 01 .f 1 120,325] 78 i 1-fsgg 1 1 :_.91 —H - ax `aQ40 _;Q 1 -, ,1,Q .1 9,,337 '.- 1.. 1 7 5 1Totals; rnax RISA -3D Version 11.0.2 [C:\...\...\...\...\...\Red Dot Runway Frame Case 5 DL + LL (Static) + Lateral.r3d] Page 1 Company Designer Job Number RAMSEY MACHINE SERVICES K,L. RAMSEY • 8010 Red Dot July 27. 2C16 3:38 PM Checked By: 20 Envelope Member Section Forces Member S._. Axi_al[k)LC y She...LC z She..LC Toroue[k...LCy-y_Moment[k-ft] LC. z -z Moment[k-[t] LC 1 M1 1 r._0.1 0-__.1_ ..__0_. _1_ _ -.6 __. 1_ _..__ 0 1 �_-- 0 2 min 0 JQ ,1 1' . 1 11 1 9 1 -5J,7211 C� min2.686:1 <13.256.1 107 ' 1 0 1 ' 7.229 1 . -57.721 1 53 m...2.68_ 6:1 329.1 _- 0 1, 0 ,1 ,, 11.135 ._ 1 -105.571 6 mIn2.686= i 329 1 Q 1 0 1: 11,135 1 105.571 1 3 2 m •.2.686 1 13.258 1 1.07 ,1 0 1 7.229 7 4_,m...-5 098 1-6,015 1-1.07111 1 -.024 • 1 2.924 1 -19.182 1 [ 8 mtn .5 098,1 -6 0151,-1.071 ; :.024 L 2.. I. -19.,182_ 1_ 1 5 nt.. 0 1 0 1 0 _,1 0 1 0 1 0 1 L 1. _,mix; 0..._ ..7.:_0..__1: 9 1=_--- 0 :1;- _9 . 1 1 1 11 -M2 1 m 6 622'1,1,091.1 5.0.82 1 -.021 1: -4,932_ _.. __ .1__.._.,.___._ __ -,.924 1 1. 12 . . m1,16-62211 ..1. 1,16.9621-1:__-021..1: .-4,8.32 Y- 1 t_., .024 _ .r. _' _._..1 13 ___ _.2,p. :6,976 1 1,091.1 -5.082 1 -,021 - 1_ 18.774 ___.- ___ 1 _. 5.115 -_.. 1 mIn6.97.5;,-1...Q9.1.1.5..0,82:.1.-... -.021 ,1 18.724 1 5.115 1 1. 15 3 mt.:16.24511 1.082,;.1 -2.711 1 -.078 ' 1 9.439 1 -10.225 1 1 16 . 'mix 6,245' 1-'1.082:1 -2.711' 1 - 078 :1Y' 9.439 1 -1Q 225_ 1 17 4 m..15.599. 1 11,082.1 .-2.711 1 -,078 1'_ -3.207. 1 _ -15,275---_____ 1_ U ' i min 15.5991111.082;1 2,711,1,1_ :078 '1 ; -3;207 1 15,275 1 119 - --05 m.,,15.953_1_ ;" Q 2 1 I:2.711,1 -.078 1, 15.852 1 -20.325 1 -; i 20 m1 1S.953�:1 11.082' 1 '-2.711 1 - 078 1 . -15.862 1 -2_0.325_ 1 1 M3 1 m••r7 237'1 1,0921 5.13 1 ,021 1 5.184 1 -.024 1 ` 22 7 t 1in7237i 1 '1.09271 -113E 1! 021 1 i 5,184 j 1 -1)Z4 i 3 2 Im• 7.591 j 1 1.092 1 !-&13r1 021 ',1 1 -18147 1 1 = -5.12 1 C 2.6 `u �- mnin7.591 I 'i ' 1 0.921,1.1-5.13 1 X__'. 2.11 1 -18.747 1 -5.12 " 1 ' 25 3 m,,15.9O3.1 11.08.3' 1 2,7,1,2! 1, .078 1' -9.416 ? 1 -10 233 1 .2 mix 15 9031.1 .1.033 .2;.1.12.1,.1. 8' i 1 i -8:416 t 1 A0.233. , : 1; ,' 27 4 m,.;t6 257 1 1,083,12,.712! 07'8 '1,1 3.,2.35 j 1 i -15.285 1 C 28 ; -rmlrils257" 1 `1,083' 1..'2.112; L .076 3 235 1 15185: 1 _i 9_..____ 15 Im .16.611.1 1.083 1 '2.712 1; .078 _1 _ 15.887 i 1 -20.337 1 L30 ' , jnin'16.611 1 i.t�83:1 /17.1.Z 1 ; .t37..8. _ 1 1,5.$6.1 1 .i -21317 1. 31 M4 ' 1 m.,i11 058 1 _ _116 1 .0'16.1_ __Q ' 1 1,082 1 i 7 1 [32 , mmT,11 068.1:.17_611 016 1 ' 0 it .08.2-.-._ _] .7 11 .1_ 1 2 .m.,,11•054; 1 152 lt,016 ` 1 , 0 a _: 1, -.053 � 1 -7 ,401_ 1 I.34 ' !n 0 L ..38$ .1 ..x16: t. 0 . 53 ; 1 Y x.9.01 _1 i 1 33 1 I t1106d - 35_� _ 3 'm..l" 1x,..,01611 1 0 ,1, -,Q24 1 ,1,27 . 1--; 1 ,- mdr1:44`..1:.148' 1..._..Q:26 D ' L ;024 _127 1 1 37 4 m..i11.1325,1 .133 !1 x016 '1 '0 1 .005 1 -.121 1 . _ _ x�it 11.026111.133 ;11 -016!' 1 0 ` 1; .00.$ ' J. 1 _ - _ - .121 1 39 5 m .:11 Oil 1 I ,119 1 .016 31 ', 0 1 .034 r 1 _, , -.344 1 x40 ' rnir i 1.0111 1 _119 " 1 1..016 , 1 I 0_1 ..1 a .02.4 1 ,_ - _ -:344 t i 41 M5 "1 m.11014,1 -.117+1 -.0161: _Q '1 .034 1 -.336 1 [ 42 in 071:1 1 ..13111 .,Q3 i ' 0 [ 1 1 .034 1 336 ,1 ] 43 2 `m.i113881' 131 1 016 1 _Q_ 1 ,005 1 11' -„ ,_� 149 min:11.088;11-_131 ,--016` ' 0 ' 0311 1 005 L -7A:311-1316/7- 1 1 1 45 3 m. 11,10311 1,„141:1,,,,.016_,1 ,_ __0 1 - 024 1 -4 .128 _ .�1 L45 1 ,murk 11,1 ILz,...10.1.4 148' 11 . - .0 -al -IL a -12 ___,L.,- 24 ' . _1.. _.1.28 1 1 1 47 14 :m..:11.1171 1 1, -,16 1 ; 016 1' 0 . 1 1 -.053 1 398 1 _ [4$ i min 11 117,1 _.4.,_16 ' 1 1-.015' 1.1.____D_.1.. x.0.53 _i 1 :398 i___ 1� 1 49 _, -5 m. ;11.131.1 -.1741_.,0161; 0 .1` -.082 1 693 1 1 ] b0 1 .min'11.131.1 . - 174:1 1,Dl 6' 1 Q ' 1 ' -,11$2-.-___i 1 -'^ :LAI _ 1 Envelope Member Section Deflections Member Sec .....,__ x [in] LC y [in] LC z [in], LC x Rolat .. LC (n) Uy Ratio , LC (n) Liz ..._ LC 1__91a1! .001 1 _.105 1 _ 084 I 1 .8886e..: 1 _NC 1 ' NC 1 2 Im;n: 001 1 .05 ] 1 ,,084 1>8-886e.' 1' 1\1C. 1 1 t N.0 1 RISA -3D Version 11.0.2 [C:\...\...1.. \...1...\Red Dot Runway Frame Case 5 DL + LL (Static) + Latera].r3d] Page 2 Company Designer Job Number RAMSEY MACHINE SERVICES K.L. RAMSEY 8010 Red Dot July 27, 2016 3:38 PM Checked By Envelope Member Section Deflections (Continued) Member Sec 3 5 6 _ 7 9 1-10_ 11 .M2 [ 12__ 13 L 14. 15 11.6 18 x (in) LC 2 max, .002 1 1. 3 MAX .001 1 ,mm .001 1 4 max .001 1 _ mm .001. 1 5 max, ,001 1 0.0.1 1 . y (in) LC z (in) LC x Rotat. LC (n) L/y Ratio • 242 1 - 242 1.,-1.019e.: 1 1225.834 -.242 1 . -.242_ ..1• 1019e . L. 1.225_8.3.4 -.357 1 - 292 , 1 -1.018e.,, 1 879 127 •.357 _ 1 -,292. 1 .•1.01ge . 1. 879.127 -.107 . 1 -.182 , 1 •9 607e 1 1470,828 -...107 .' •.1$2..-1..1e_60?e,:.1�___.147.0 82.8_ .247 1 -.016 1 -8 892e. 1 . NC .247 . 1 . -.016..1 B 892e. 1,_ . NC 1 max,, .006 1 .136 min .006._._. 1 _,1.38_ 2 pax ,005 1 • .086 . .086_ 3 ;max ,003 1_ 043_. _ LC (n) Liz •.. LC 1 2677 968 1 1.2677 968 - 1_ 1 1934 831 _ 1 1.1934 831. 1 1 3143,359 1 1;3143 359 . 1 1 NC . 1 1. NC..._:. - 1. 1 .. 001_ ,1 ,•1 422e.,. 1 , 1661.97,_. _..00.1 1 1422e.... 1 1.651.97_ 1 NG._ _ _ _1 _ 2601,365 1 1421.924 5222.88 1 1392.751 , 1 -.156 1 1 305e.._ 1 _1 -.1.66 1. _ 1305e,., 1. ,. __. 28.01.3.68. _ .. 1- -.16 . 1 .-8.857e. ., .1 _. L_ ;1.6...1. 17 4 max. .002 .1 .0.12 , 1 -.063 . 1 -4 429e.., 1 . . min_.002 . 1.:. .012. . 1 _ -.06.3 1 .4 429e._ 1. 19 . , 5 max 0 ;,1. 01. 1 0 1. 0 ..1. L .20. min _�.0._. 1.. _ 0_.__ 1 __ .0. 1 _0. �1. 21 M3 _ . _ 1 max, , 006 . 1 ; ,136 . 1 .001 1 _1.422e•3' 1 [ .22..._ ; __. __ _max. .006 1_ ..,13.6_ ..i 001 .i.1 ;1422e , 1.. 23 , , 2 max .005 . 1-1 .086 , 1 ,1.58 ,.1 .1.3050.3,1 24 min -00.5 _. 1.__.086 ..1_._.,158. L1305e-3' i 25 31 M4 ;..32 _ 134. 35 1.36_,. . _ 37 __ 4 max -.128 . 1 .06.8 1 , •.183 „..1..,2 008e-4 1 [ 38 ; min_ -,128._ .L__.08B_;..1. T.1.8.8_ -.1, i2 OOee.�a` 1 39 5 max -.131 , 1 • :,133 .1 . -,218 1 a1.564e4. 1 .. L 40 _ ,. _ _mtn' -.131. 1_.__-13.1_..1 , ....218___1 1.584.-4.1...- , 41 _ M5 _.. 1 -max,, 132.1 ..,1.3..1.,: •.218 ,1, .1 557e-4 1 - [.42 ._ min .132 1....._.:.1.8_ 1.. 21.8.....1_ 1.667'4 1_ 43 • . 2 max' .129 1 . -.066 1 -.183 ,1 2.001e.4• 1 1 49..... _ _ _ _,min ..129 1..:.066.1 .. •.183_.J. 2.0010 -4...1.. 45 ....... .. 3� max_ ..1.25 .1_ , -,004 ,1 -.149 1. 2 �46e•4 1 i. 4.6.. _ _ :.mm .126 _ 1.. _ .00.4. _1..........149__ 0.44844.1.. ._ . , 47 . 4 max .123 1 .067 1 -.115 . 1 ,289e•4 1 , 48,_ mm .123 _1..OBZ..1...-.11fi_ L2.89e-q_1 49 5 mar.. ,12 _ 1. .113 1 .083 1 3 334e 4 1 E 50 _ _ min .1.2_ .1 ___:1.13,......1...._•...0,83.....1_A3.1.4.1.4_1.._ 3 max .00,3 1..043 1 .161 _ 1 9.8650-4, 1 . -043 ...t.. 1.61__ 1 '8 855e•a,1..__ max- ,002 ; 1 .01,2 , 1 - :0:233 . 1..,4A27e-4 1 , '. mm' -.002 J _012: 1 3 ' 1 4.427e-4, 1 ,max 0. 1 0, 1 1 0 1.min. D 1_ 0 1 0 1'max, -.1191 ,112 1 3 , 13.34e-4 1 . mn •,119,112 .J �3.34e-4 1 rnax •.122. ,1 , .066 .1 ., -,115. • 1 2.896e•4 1 1.:..002.066..,) .,.1.15 111:2.22,448905262:8-1_2.896e-4-4 . 1. 1 max -.125 1 . .002._ - 1.. -.149 _1 2.452e•4' 1 1 Envelope AISC 14th1360-10): ASD Steel code Checks 1 L 2 4 6 Member Shape M1 W18x7 M2 W18x76 M3 010.76 M4 1.:.3 5X3. m5 LL3 Code Check .280 .235. 236 .445_ .444 5222..86 1 1382.751 NC 1 32 N C 1 ,3537.53537.52 NC _. _1. NC _ 1 NC . 1 I -__ 1650,903 ,1, NP 1 16581103 . _ :1.. ` NC__,_.. .1 1898 29/31 ,33_ 14442281°41 1 r42e 428.002.002 a _ 15221991g i :1398. 11398,926928 . 1 -_ NC. ,1'3566.137 1_NC _ _ 1 3586.137. 1 NC 1. NC 1 NC 1 NC ) 1 NC 1 NC , 1. -. NC 1 IVC 1 . 1859.137 ,1 2601002 1 1859137 122601.002 .1 .771.804 1 1278 032 1 _771.804.__.-__--.1 12t8.O3 - 1__ 470,8117. 1 842.808 1 4.7_0117. _ 1.,48_42 8oe 1 __ 346.3471 629 251 1 ..346.347 .1 ;828.281) 1 349,084 , 1 629.222, .349.084__ _ _ .1,62222:_ 474.945.1 ;842761 1 _ _.474.9.45. _ . > 1. 842.761 . 9.. .. _..., 4227777 995511- 7.7779.001001_ 1 ..1 2 ' 277.95151: _ J1_ 1877.13 1 2600 818 _ __1$77...93_ _ 2800J18._ - 1 _ NC _ 1.... _NC._-.- 1. NC ___ 1 __NC_:__ 1 1 1._ 1 1. LocShear Check Loc., ...,. Pnc/o..PnVo,.. Mnyy/o,. Mnzz/.... Eqn 16, 1 ,086 .26 y 1.3098 948 5...210 537 476 8 H1 -ib Q. 1._ ,020 _1.4_2_1)99 9 _667 6. _106.288 406.6 i-11.1 b. 5 0 1 .020 4 8 z 1 369.9. 567 5.. 105 289 406 6 H' • t q 0 1 .008 0. -y,.1 51 351.72 862- 6_66 .2.852. H) -le. 7 0 1 008 7 0 y 1 51 35 : 2 862 6 66 2 852 r•r l• .6 RISA -3D Version 11.0.2 [C:1, .1.,.\...1..1.. \Red Dot Runway Frame Case 5 DL + LL (Static) + Lateral.r3d] Page 3 Lucas, LLC RAMSEY MACHINE SER...' K.L. RAMSEY Red Dot 8010 RED DOT LONGITUDINAL FRAME DL + SEISMIC 22 - SK -1 Aug 31, 2016 at 7:22 PM Red Dot Runway Frame DL + 1 Company : RAMSEY MACHINE SERVICES Designer : KL. RAMSEY Job Number : 8010 Red Dot Aug 31, 2016 7:22 PM Checked By: Joint Coordinates and Temperatures 1 .2 3 4 5 . 6 _ 7 8 9 . 10 Label N1 N2 N3 N4 N5 NS. N7 N8 N9 N.10 X (11) 0 29. 36 -3 0 29 0 29. 5 24. Hot R9lled Steel Deal= Parameters Vitt) 0 0 0 0 -16,66. •1.8.66 .5 .5 0 0 Zit) 0 0 0 0 0. 0 Temp (F) 0 0 0 0. 0 0.. 0 0 Deitch From Dlap..., Label Shape Length(ft) LbyY(ftJ 1 M1 Runway Be 39 12 ., M2 Column ; 1186. 3 M3 Column 16;66 C 4_ ., M4 Britolrt9 ..7,071 5 M5 Bracing 7.071 Lbzz(ft) Lcomp top(rt) Lcomp bot(It) L-torqu. Joint Loads and Enforced Displacements (BLC 1: DL) KXy _Su. Cb Function L teras L00nt' Lateral WINO Lateral 1 Joint Lobel L,D.M Direction NS 1 L X Member Point Loads (BLC 1 : DL) Mjgn(tud.el(k,kit), (lnne)..(k's"2/ft, k'e^2rf!J 7.039 2 Member Label_ M1 M1 Direction Y Y Member Distributed Loads (BLC 1: DL) Member Label 1 M1 Load Combinations Megnitudeflj 4t) •2.360 3.36B LQsat(anUt,%J 0 Direction Stan Magnitudelk/tt,FJ End Magnitude(k/ft.F) Start Localion(fl,%] End Locatlon(fl,%) Y •.015 •015 0 Description 1 IBC 16.6 1.2 )SC 18•9_ 3 IBC 16.10 (a) Solye PDelte _SRSS BLC Fact. BLC Fact .BLC Fact. BLC Fact .BLC Fact...BLC Fact .BLC Fact BLC Fact. Yes Y DL 1 Ye. Y C1!«. 1 ,LL 1 LL8 1 Yes Y OL 1 Envelope Joint Reactions Joint X (kJ LC y(k) 1 N5 max .3.236 1 5,599. 2 rntn.2.236.1.3,109..__ 3 , NO mak'03 ° 1 7,051 4 .0101-3,803: 1 .7.0t1 5. Totals m+x_-7,039 1 12,66 6 min .7,03B 1 12.56 LC Z (kJ LC MX (k -ft) LC MY (k-IIJ LC MZ (k -it) 1 0 1 0 1 0. .1_..26.036,, 1 y_0_ .._.._1___..__15_ ... _..1_ _ .0_ _.1 28:0.3$. 1 . 0, 1 , 0 1 0 1 29.408 1 0 :.. 1 0_ 1 0 :_ ..L.29,4.0.8 1._: LC RISA -3D Version 11.0.2 Dot Runway Frame OL + SEISMIC LONGITUDINAL DIFIRWION,r3dJ Company : RAMSEY MACHINE SERVICES Designer . K L RAMSEY Job Number 8010 Red Dot Aug 31, 2016 7:22 PM Checked By Envelope Member Section Forces Member S Axial(k)LC y She..,LC z She LC Torque(k„ LCy-y MomentI,k-ft) LC z -z Moment(k-ft) LC 1 M1 1 m 0 1 .2 388 1 0 1 0 1 0 1 0 1 2 rnIn., 9 _1.,•2388 1 0 1 ._0_ _1, 0 i 0 1 3 2 m .3 236 1 -1,96 1 0 1 0 1 0 1 -29.162 1 _ min. -3236 , 1 -1,96 1 . 0 1. 0 1 _ 0 1 29..1.62 1 5 3 m .3 236 1 •3 158 1 0 1 0 1 0 1 -4,212 1 L_-6 .min 3 236 1. •3 158, 1 __0. -1_ _ .0 ____.1_._... 0 1.,. _ _ _ .-4.212. 9 7 4 m,..•12.57 1 5,106 1 0 1 0 1, 0 1 11,278 1 16 min -12.57,1 5.106.1 0 1 0 1 0 1 11:27.8 1_ 9 5 m,,7039 1._0 1,-0 1. 0 ,1 0 - 1 0 1 I. _10 Amin :7 039 1. _0_. _ _1__ ..0 , .1 _ _ 0 .1.1 _: 0 . , _ . 1 0. __ _..1 11 . M2 ,1 m..,11,67 1 0 1 ,•4.265 1 0 1 3.276 1 0 1 12 my) 1.1..6.L1.. 0 :1 .4.265,1. 0 .1 3.276 1 0 1 13 2 m..12 024,1 0 1.-4,265 1 0 1 -16,621 1 0 1 t mtn 12.024 1 _ 0 _.1 ,-4 266„1 _ _0 ..1 .. :,16.621 L.........0 1 15 3 m .4,801 1 0 1 3.261 1 0 .1 , -4.386 1 0 1 f. 16_.. m1n4,801.,1 0 1.3,261 1 0. .1 -4,.386. . 1 0 1. 17 .4 m.•.5,155 1 0 1 3.261 1 0 .1 10.825 1 - 0 1 _18_` _ .. _91111.5.1.55.:1 . _ 0 .1 3.261_,1. .. :.1 .0 _ ...._ 10.825_.. __ -1.. ___ 19 5 m•15.509.10 . 0 1 3,261.1 0 1 26.036 , 1 ,0... -... _ _ mfn5 50.9:1. 0 _I .3.261..1-.. _.:. __0.....1-. __.26..0.3.6. . 21 M3 1 m.-3.91.1 0 1 5534 1. 0 1. 5.303 ( 22._, _ r^!in:,•3.91.1. , 0. 2.1...5 634_.1_, _. _0-___. 1.... _5-31:13 . J_____ 0� 1__ � ) 23 ..2.m..3..556..1 0 1 5.634,1. 0 1, -20,612 1 0 1 I.24__. _. Min. -.3.560_,.1._ . 0 _.1 ''§.534_1__ _.Q La -721512 1 1... 1 0 1 1, __;. __- _.w..1. D._ .. . .. 1 1 0 1 0 1 1_- 4_. 1 1 Q 1 126_ ..._ __._..w!n111643.43j., _0. 1 ,3,83.8,1.1 ._ 0 _.1.. _._x.404 27 ,4 m.,6.§97,1. 0 .1 .3,838 1 0 .1.. .11.502 !.28 . .min6.69.71 - ._0 (.1 _.3-838:>1.._. _..0 . _.1+ _-11.502, , 29 5 ,m-;7.051 i , 0 1 3,838 1 , 0 ,1 , 29,408 i_.30._ m19.Z.0.51. 1......O___tI83B__1__.____.0__ .;..L_2940.8 _-.: 1 _, _ .__ _0- _._... ,_.. _;1 31 , M4 1 m.:;•10.6-• 1,-,055,1 0 .1 . 0 .1,,- _ 0 1 •.455 L32 _min -t0 6 1.. 055 1� , _ h . �O 1._ - ..._0..__._ .: 1 _ a 14565_.._. _ _ .. _ 1 - i 33 2 .m_..10 6... 1, 069.1; 0_ 1. 0 1 0 1 _ 1 34 nn -10:6:.,`.j ":_.0.6L1' 0..... 0 •-.1 1 0 1 .. .346 . 35 3 m..,-10.7,..„1 i • 084 1. 0 .1, 0 1 0. , 1., -.211... _.. 1 .36. _ __ min -101- -..084,_1.:_ D- L A . t 1 ' ...-.0_._ -. -1 ; _� _ 1..21.1. _ 1.�_ 37 , 4 m..,-10,7... 1-.0981 0 1 0 1 0 '1 -,05 1 , 38 mtn-10 T,,,;1 _ -.098.1 , 0 ;1;. 0 ,1 .. 0.. - 1 _ .05...._ .. _:1 39 5 m..•t0.7. 1 -112,1 0 1 0 1, 0 1 .136 1 90_ _ _.__ mi.n`ap 7. _1_„-.112.1 0 1 . _ 0. ..1______0.__ _ 1. _ _ _ _..136__ . _ 1 41 M5 1 m..13 292 1. -.086 1 0 ,1 0 ,1„ 0 1 -,153 1 t 42 .. mm.13, 292, 1.. -.0.86.1 _ _ D r i _ 0 _ .1_.._ ._. _ 1 _. _ _- - _-.,1.53 _. 1. 43... 2 m ,,13.306.1 -.1 1 0 .,1 . 0 ,1 0 1 .012 1 t min.* 306;.1 ,1, 1.... _0_ _ .1._ 0_ _ .1_ 0 _ _ . 1 _ �._ ___ _.0.12_ ; __ 1 45 3,m-13.321,1_ -.115,1 0 1 0 .1 0 1 202 .1 i 46, min 13.321.1._ ;.11.5..7.......0_ ..1 . _0...-...,.1_ 0._- 1 .202.,„.. _ .......,1 4 7 . 4 m,,.13.335.1 ,-,129,1 , 0 1 0 .1 . 0 1 . .418 „ 1 ,_ 48 _ .. min 1_335.1 _.x.129__1.-_ .0. _:_1._ _ 0 _ .1._ 0_- .. _ 1.._ - _..4..18.,: _ _ .. - 1 49 5 m .13.349,1 -144 1 0 1 0 1, 0 1 .659 1 4 ,50 min 13 349_ 1 -.144 1 0 .1 0 1 ..0 - 1 .659 _ 1 Envelope Member Section Deflections Member Sec x (In) LC y (inj LC z (in) LC x Rotat... LC (n) Uy Ratio LC (n) L/z ... LC 1 M1 1 1118X. .572 1 .016 1 0 1 0 i, NC 1 NC 1 2 _ min_ ..5.72 _ 1 . .016 1 0 1 0 _ 1 NC _ 1 _ NC _ 1 RISA -3D Version 11.0,2 (C:\ .1..\...\..\...1...\Red Dot Runway Frame DL + SEISMIC LONGITUDINAL DIFFrsficTON r3d] Company Designer Job Number RAMSEY MACHINE SERVICES : K L. RAMSEY : 8010 Red Dot Aug 31, 201E 7:22 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x lin) LC y (in) LC z (in) LC x Rotal. LC(n) L/y Ratio LC (n) Llz .., LC 3 2 max .572 1 -.048 1 0 1 0 1 7934.6 1 NC 1 . 4 mm. ,572 _1 . - 048 1 ...0 1 .0 17.934.6 .. J._;.. NC _ 1 5 3 max .572 1 -,029 1 0 1 0 1 NC 1 NC 1 . 6 min ..5_72. 1_ -.029_1.. 0 1. 0 1 .NC .1. N,C _ 1 7 4 max ,573 1 -001 1 0 1 0 1 NC 1 NC 1 8 min ,,57.3._ 1._ ,001__.1_. 0 1 0 1__ NC ., 1_. NC ti ,1. _ ._. 9 5 max .574 1-.007 .1 0 1 0 1 NC 1 NC 1 1.0 !..57&.U-..00.7.1..0 1 0 1 N.C. 1, NC 1 11 M2 . 1 max .003 1 0 1 .572 1 0 1 NC 1 NC 1_ 12 *min. ,.003..1. 0 . 1 .572 1 . 0 -1 . NC .. 1. N.C. 1_ _.__.._. 13 . 2 ,max, 002 1.. 0 1 ,523 1 0 1 NC 1 2396,721 1 _ 14_ _ ___ ,min_ .0.02. __1 .0 .1. . .523.1 0 .,1 . .NC __ 1 z386.72t 1 �_ _ 15 3 m..ex .001 1 0 1 .341 1 0 .1 NC 1 4065184 1 L 1.6 Pin,. .00.1 . 1 .0__ .1.,. _,.34,1, _ 1 0 _ __ 1._.,. ..NC .... _.....1 :406.184,. _ 1._ ._ . 17 4 mex 0 1. 0 1 ,113 _ I. ._ 0 , 1 NC 1 7423.261 1 1.8.__ min` 0 , 1. _.0. _1..-,1.13_ ._ 1... .0. _ _ 1.,. .NC. 1 =7423.261 1. 19 5 max 0 .1 0 1, 0 1 0 1 N,C , 1 NC 1 20 ,mm __D...__ 1_ __.0 . -,1., .._0.._.1... _0.„....._.,.1 . _,..NC__ -__ :r1.;... NCw_. . '1 21 M3 max ,092 , 1 0 1 . .574 1 0 , 1 . N.0 1 . NC 1 ,.,22 .: lm(na._,0.02_,_.1 .._. .._ 0_.:1.:_..5.74:,.•:.,1..:..._ 0 _.,,-. 1 . ._ . _ NC._:;..._,. _...�...1.:.__ .. NC.._ _..1_ - , _., 23 2 max ,002 _1 . . 0 , 1 r ,556 1. _ 0 .1 , NC . _ . 1 1784 701 1 i24 ; ;mIr% :.002. 1 .. .0 _. 1 u ..556.: 1 0_ . 1_'k NC. M�._ . :_1:1764-701' 1 -1 25 , 3 max, .001 ,1 ,. 0 ,. 1 ,.375 , 1 0 1 . NC 1 2633.042 1 i 26min 00,1 ___1 0 1.'. 3,75x' 1..:..._.0 1 _.N.C.._._�.. __1, 533:043 2 27 . ; 4 max 0 1 , 0. 1..126 1 , 0 l NC 1 NC 1. i 28 . :min. . 0- .. 1.1 .0� , 1_....,126..: 1. H _0. _,1ti_�, ._w.. =_N.C.�.__..� _ ._;,1,:., NC_ .;a___ .1: __._._; 29 . 5 max 0 .10,1,0 1 0 1 NC 1. NC 1 >.3.0__ ,min -._.0_x. _..1_.__.0. ti:1.Y. _.0 , 31 M4 1 max .363 1 , -.365 1 . 01 0 , 1 , NC ., 1 , NC, . 1 r 32 - Min -..,3,63_....1 _•.365.._1 r .0. . - 1.. ..0 1.. ._. ,NC.. 1_.: NC_. . .1 ...�. r 33 , 2 max ,366 . 1 , -.4 1 , 0 1 0 , 1 4900.36 , 1 . NC_ . 1 ,, 34 .... -Srtin.:. -366 - 1 •4 ,1 0 1 0 ...1 .. _ _ . 4.900 ,36.,.,,: ;.1..:..N.0 v1... , .._. 35 . , 3 max, ,369 ,1 -.418 , 1 , 0 1 0 .1 . 4532.81,3 1 NC 1 ;..3.6. _. _ . _ min 36.9_ .1 _ •-4.16.,_ 1 _ . .0...1. ,, 0_ i 1- 4.532.81.3. _ ..1... _NC _, . 1 , 37 , 4 max, ,372 , 1 -.428 1 0 , 1 . 0 1 , 6104,693 1 , NC 1 I 38_ .' _ =min- 372 1 - •.428...1 = 0 1 = 0 1 8109 693.._._ _1 - _.NC_ ... ... _.1 ... . 39 5 max .374 1 -,434 - 1 0. 1 0 1 NC 1 NC r .min! ..374_;.:1 _ 7.434.: 1, _ 0_...1.. _0. _1 _ NC. . .1.. NC 1, 41 M5 1 max- ,404 1 , ,406 _ 1 0 , 1 , 0 1 . ,NQ 1 , NC 1 . 42 . _ , _ ., min, A04, 1...-.,406_2..1..:.___ 0.. i...1...., 0..._._ .._.. ::NC..w:......,. ._....' 1.' ...NC.;.. 1 _ . 43 2 max ,401 1 t 411 1. 0 1-. 0 1 . 6418,,.179 , 1 NC , 1 1.44 - .'4O1. +.1 :_...41,1: 1,_.... 0 ._..1.., _ ,0...! 1.__ _ .._.84:1:8..i.79. 1. ..NC 45 3 mex ,39.7 _ 1 , -,416 1 . 0 ,1 0 . 1 4349,118 .1 , NC 46 _ ,mi_.._' ,397_ __ 1 .,....41.6 ,.1 _ .0.. , 1.' _..0__ :�1.._ _43..4.9..9.�.6w. _....,�,.1......N.C�, 47 4 max 393 . 1 . ,411 , 1 , 0 . 1 , 0 -1 4355.868 1 NC L-48 _ ...._. =min;ro_3.93 1..1 - .411...:.1: 0_ _ ..1 : _. 0, _I_1, 4355.868.. .1.. NC ?. 49 5 max 39 1 387 1 0 1 0, 1 NC 1 .NC 50 `min_ _.39.1 ..387 _ 1 0 1. 0 1 NC. Envelope AISC 14th(360-10): ASD Steel Code Checks Member Shape , 1 M1 W18 x 76• C1 , . 2.. M2 .. W18X76 3 M3 W18X76 4 M4 LL3 5X3 5X4X3 5 M5 !t35X35X4X3 Code Check .069 ,254 288 173 .465 Loc(ft) .,, Shear Check Lo,,.,,. Pnc/.,, PnUo.. Mnyy/...Mnzz Eqn , 7,719 1 .056 326y 1 309. 648 2105 476 ..H1... _ ,._1666 1_ .016 0.7. 1..380, -y667 105.2 :326 - . 1 Ht. '13.66 1 021 0 z 1 389 667 105 2 326 1 Hi. _ . G 1, 005 C.co H1 7 071 1 006 7 0 y 1 51 35172 662 6 66 2 852 1 Ht. RISA -3D Version 11.0.2 [CA. .\.. 1...\...\Red Dot Runway Frame DL + SEISMIC LONGITUDINAL DIFIRWtDN.r3dJ urat4 RAMSEY MACHINE SER,_ K.L. RAMSEY 8010 Red Dot Red Dot Frame DL + Seismic riqi4 k.4 Foothp1 SK -1 July 27, 2016 at 5:07 PM Red Dot Runway Frame Case 4 DL Company ; RAMSEY MACHINE SERVICES Designer K.L. RAMSEY Job Number : 8010 Red Dot July 27, 2018 5:08 PM Checked By: �.7 Joint Coordinates and Temperatures Label X fig Y lit) tI 0 0 N2 0 N3 35....... 0N4 ,...NO: Temp (F1 D.> dt. r mn.liop Hot Rolled Steel Design Pars eters I Shape Langlhj t] 1 tt1 Lbxz[ft1 LS rnp 1 pN Lcempbpllft).L.#pto, Kyy K Cb Function Ronwx tae Lateral t)' SraQIng Joint Loads and Enforced Displacements .lvint)aabel. LAM: Direction .bialmitud8alC,.(111.MA.,(K021ft,.re,rf.Ul No Data to Print .., Member Point Loads (BLC 1: DL) Mbmber Labet. Member Point Loads (BLC 2 : EL) Member Label. Direction z ,Member Distributed Loads (B1 -C 1, DL 1 Miaa(t3,4otkilk I t ,%1 Memberietzel Qltadlon_. •SJMrt MagoltudefklftLF1.End Mapnitudelk/f1,9 Start Lawttoniff+%1 End Locationlft%j 0- 1 1 M1 I Y 415 Load Combinations OptionSolve PDelta ARSB BLC Foci.. EiLC Fact. BLC Fact e.BLCFact- BLC Fact. <BtC act..BLCFact,BL .Fact.,. 1 .1,8 10-13 Yee 1` Dt. 1 1SC.1a-A .. Yeo, D 1_ _%. t 1: y , xiµ ,�. a��.,.,_ _ .�.. � .0 � . fS 16ep Y... $C E1ttel„ Y,. Ye a, , . m.t, Envelong , joint Reactions Joint 7t (k) LC Y (kJ LC Z Lk) LC .MX IK-tt) LC 1 N5 max 02 4 3,315 4 .007 4 ,3? . 4 .. Jnr 02 M.1e; A00$ 1 i� 1 3 LG 1 4._. RISA -3D Version 11.0.2 IRad Dot\Red Dot Runway Frame Case 4 DL + LL + Laterai.r3d1 Page 1 Company RAMSEY MACHINE SERVICES Designer : K.L RAMSEY Job Number . 8010 Red Dol July 27, 2016 5:08 PM Checked By: Envelope Joint Reactions (Continued) Joins X [kJ LC Y [k) LC Z (k) LC 3 N6 max - 026. 1 10.526 4 5.535 4 4 m n 0294 9,.552 _ _ 1__ _._ 0 , .._ 1. Totals max 0 .4 13.841, 4 5.543 4 min 0 1 _ 12,.56_ 1. ---_0 - 1. 5 6 Envelope Member Section Forces MX (k -ft) LC 03 988 4 0 1 MY (k -ft) LC MZ (k-ftj LC 0 1 25 • 4 • 09.1 .4 . 227_,_ 1 Member S., Axial(k)LC y She.,. LC z She. LC Torque[k - LCy-y Moment(k-ft) 1 M1 1 m; 0 -1 0 1 0 1 0 1 0 1 2 _ml�__Q _1_ _0_ .1 _.0_.;1. 0 .1 . 0 1 3 2, m•, .029,4. .345 .41 .007,4, .184 ,4 0 1 4 - - •-_ mT. 026. J_ ,3.13. 1__ 0 ...1,. 0_ _:1 _ -.053 4 5 3 ,m ,029.4 -,884.1 007 4 . 184 4 .018 4 6 , min..026.:1_7,9744_: _ 0_...-1.. _.0. .1... 0 _ LC z -z Moment[k-ft) 0 1 •4,11 1 -4._5.3 . - 4- -1329 1 1.. _ _, 4.. 4 13,373 _ .12.1.3.54_ _ LC 7 4 m.•:-,437.1 ,-1.674 1 .024 ,4 • .069 4 _8. _._ mm. -A82,4.-1 P41.A.... 0...1.,._ _0 ...]._ 9 5 m.,, 0 1 2,632:4 , 0 1 0 1, 10 . min. 0 .1 .2.3.8.8:.1 ,. 0 .11 0. __ ..:1 11 M2 ,1 .m,1,.589_4_ .02 4 .085 ,4 . 0 .1. 12..,. mtn_1,442:1,__ .0 ._1 .077..1 ! -.049 4. 13 2 ,m..:1,979 4 ,02. , 4 ; .085.4 . 0 .1, 14 _mIn1J96 1. ..0 _ _..07.7.:.1._ -.049. ...4.... 15 .4. - 15 . , 3 m.12,535,4 .007 ,4 ,-.026,1, 0 .1 ;_.1.6_ 17. 18 ... 19 , m .,3.315'.4 , .007 44-.026 1 . 0 1 W ! 20_:_. .m.11.3,00£(1 ,e, 0 41_,..0,029.` 4_ -.102 ...4 21 M3 .1 ,m...8,428 4 5.579,4 ,-.436, 1 0 ,1 22 ___ 7117..69.8,1 _ 0 ...1 , -.481.:, 4... .!..0.7.8...;.4 ' 23 2 m •8,818 4 5.579.4 -.436 1, 0 1 L 2.4 - mm.8..002.1 . 0 ,1.;-,,.481:_4 , -_078. 4 . 25 .3 m .9,746 4 5,576,4 .029.4 0 1 ;. 26_ _ _ _ rill:8,824._1_. .0 _1..027.1 . _-.09'1.4_ 27 _4 in :10 136,_4 .5,57.6 ,4 , .029 ,4 , 0 ,1 . 128 _ +nln9..198._1.. .0. .11 _, .0.27_.1 -.08.1 ...4. _ 29 6 m .,10.526 4 5 576 4 0,29 4 0 1• .233 . 4 mar 2.2- .1 y O. 1.:_ ,029 4_, -.1.02 .:4 ... 12. 1. _4 m..:2 926;40074 -,026 1- -0 _,.1 , ---,1. 4 -.102 4_, Q9_- ' -.Q31 l -03.4 4._ 2",251_ ._ 4 .008 , 4 .,.001. _ 1. -.021 1 ____4�� ,114 . 4 103... 1. .25 4 30_ min9,552:J_:._0.___-,1_'..027.;_1' :.091._:_4.: 227 1.. 31 M4 .1 m... 197 4..037.4 , 0 1 0 '4 0 1. 12.9...1 .033 :1 .-.012„4., .0, .:71. ..075 4 33 . 1 34..__ 35 36 . 37 38._ 39 ,40 41 42.. _ 43 4.4 45 46. 47 ._48 49 2 m.; .181 ,.4 .021,4 0 .1 0. ,4. .0 _ .0.1.____-096__..._ _4 0 4 0 0 .1. .11.7_._._..4._ 0 4. 0 1 0 J.. -,1.38. 0 -4,, 0 - 1 , 0 .1. 15.9 4 Q 1 .163 4 0_ __,4. 0 . ... _. 1. 0 ,1 .126 4 0 4 .0, 1. 0 1 - .09 4 0 .4 0. 0 .1 054 4 0 4 0 1 0 1 017 4 1.._.,01.9;.1. .012.4 3 m .• .165 4 ,095 4, 0 1 min .15..1.:.005' 1 -.012':.4,_ m 4 ,min. .15 -.01 .1, 0 1. __ 5 m 1.133 4 -024 1 0 .1. mi^..121 ',1 : •.022 :4. ,-,0.12.4 . M5 .1 m,..678 ._4 _044 4 0 . .1. mot -615.....1.__.04... 1 ..f..021 _4 2 m.. .694 .4 .028 ,-4 0 1 , min ,63_:1,...026.1__ -.021_ 4 .3m.. 71 4 .012.4. 0 1 mm__644 ,1_ _.011 .1 1.021.4 . 4n'n 7264 -0031 0 1 min .659 .1 -.003 4 - 021 4 5? 742 a -017 1 0 1 0 0 -..07.1. 0 ..162 0 _._ 0 w287.__ 0 • 32 . _ _ .069 0.. _ 0 -25,.956_ 0 R-5.1,959 __. 0 ,177.979 0_ 4 _1. 1 1.. 1 4 1 4,_ ._.- 1 4 1 4. 4._ 4 1.._ 1 4 1 4- - _4_ __. 1 -103.988 .d.._ .053 . 4 .003 _ .002 _. -.018 -,014 018 _.011 .084 _ _ .._ _ 01.6.._. _ 02 _ -.01,5 _ -.01.6._ - 022 - 024 - 004 4 1 RISA -3D Version 11 0.2 (C:\...1...\...\ ..\Red Dot\Red Dot Runway Frame Case 4 DL + LL + Lateral.r3d) Page 2 Company : RAMSEY MACHINE SERVICES Designer . K L. RAMSEY Job Number • 8010 Red Dot July 27, 2016 5:08 PM Checked By: Envelope Member Section Forces (Continued) Member S..,_ Axtal(k1LC v She .LC z She..LC To.J4uelk,,.LCyy Moment[k•iti LC _50 ..__ ...„ 4 _ _.0.. _.. 4:. _._ .0 . Envelope Member Section Deflections Member Sec x [in) LC y (in] LC z (in) LC x Rotat... LC 1 M1 1 max .011 4 ,003 4 X069. 4 0 1 2 z -z Momerll[k-1t1 LC _ _.. 4 (n) Lty Ratio NC _. ,„min,. 01.... „ i ,,_...002....1 .,...0„. ,..1 2 009e.,_ 4..,...._ ___:,. NC_ .' 3 2 max Q11 4 .008 1 0 1 0 1 NC t ..4._..._.. _ __ .-. mt . -.01 ,_1w. -.1009 4.. :1.63 .,4 -7-4:7,01 --4 ..-.. -NC- 5 3 max 4011 4 1 -,005 0 1 0 1 N 0 �, t....6.__.:j � ., a„ rnn <.:oi,,'t 1:1..s:00 ',L.4.1_,3951 4. 2,623ei 4,t..- 'f C. 7 4 max 011 4 Q. 4 0, 1 0 1 NC [ _8-.... .... _...._. .. rn1n w,01_._....1 -_,0y . 1.:,,,,:„:626°,....4...-021a.......4,' . __:NCI. - 9 5 mex 011.# 4 , X037 , 1 0_ 1, 0 1. NC 11.0_wI. _ :Ala! ..,30.1. .1. , 43 4 ' -.186`7-14,1-a.625e 4 _ xi;iC' , 11 M2 1 max 001 4 .003 4 .011 4 0 1 NC 12 ...... 'Al*, ' 0 .11 1, Q 1.1 '_.. A14...:.11t 978e t 13 2 max 0 4 002 4 005 4 0 1 NNec,... _14.1 1 _ .,tn1(t:. .0_ -HI .0, - : 1.I..,004, LiL1 7,92ey1 4...t _ ._._ NC- _ 15 , max 0 4 0 4 001 4 0 . 1 NC I 16 IIran*. 0. 1 6,,.,...D...1,„0-6:111,11: 1496-t CS, mer4 Or 4, , Q ti 1+040,4 Ai, NC: LC (n) Liz... LC _ 4. NC . 4 19 21 ! 22 26 3 mex 002. 4 27 4 mex .001 4 max min.[ °. ;.11 0 4 003 1 177e-3 4 mex mex 004 max 003 ; 4 L28. � ,,1 2$ 31 M4 1, ILY - DD2J 1 ......f1Q4et4 2 max .002 4 -.006 1 0 1 1.1618-3 4 mtn ..-0.5 ,. ”' '-A0/ 1.47, ..02L141 R L 1 3 mex 2 4 719_41 0 1 1 146e 3 4 1 11.0.3 4 X4:1 .0. 1 1.1140-3 4 Lt.1 0 1 1 0 .1 4,259e.4 mex 006 4 004 4 0. 1 0 1, tmin:,.0.06_ max .006 4 .002 4 0 1 0 1 ml�n ,00811..,0'02: _,1m,1;._.4.62.i 4. _108e. i4 L. max .006 4 QQ2_ri 4 0 1 0, 1 *6'1.005 0..i `..001. 1._? ,422 .,.4 •4 0.120.4 4 NC 1 C 1_ 1:3,4 _ 37, x_38.. _. 39 L40 _1 41 M5 1.42.x_._; 43 44 L4S_s 47 49, 150 mex .002, 4 01„ 1 0 ..;mtn max 004 ,4 012 1 0 0,0 ,.;:002 ,„ 1. maxr k007 40098 s 4 0 max, .007 4 007 4 , 0 �N 1 NC tC g,e/Y NC 1 NC NC ... xaF43i" e e .: NC 1 NC N'C L4:3i-0-7062+ 4' NC 1 NC 1 AC.-..,.... _ 4,14-86507i......._..4 _1 C.___� .. 1� 707 721.M-__4 NC,. ,.4NC 1 _NC___ . : ,_;. 1C__ 4 ....; NC 4 NC 1 SNC_ _ _,_._....L_..._.NC._. ,4 _.._ NC 4 NC 1 ;.NC_ . .1.....,NG i 4.; .. ,..., NC N'C-. ___�__..4.1:...NC: NC 4 C NG _ .. __ l'1 NC L _ RISA -3D Version 11.0 2 (C:1. .1. .1...1...1Red Dot\Red Dot Runway Frame Case 4 DL + LL + Lateral.r3d) Page 3 Company : RAMSEY MACHINE SERVICES Designer : K.L. RAMSEY Job Number : 8010 Red Dot July 27, 2018 5:08 PM Checked By: v Envelope AISC 14fh(360-1O) ASD Steel Code Checks Memo r Shape Code Check qn W18 4 309,8„948 6,x210.631 476 .:.:. I1.1b' M LL3,6X3,,. ,0a0 4. _ .003 0 y 4 61.3tS1 2 6,E�6r T28 2..,H1 lb. RISA -3D Version 11.0.2 FC:1...1 .1...1,..1Red Dot1Red Dot Runway Frame Case 4 DL + LL + Lateral.r3d) Page 4 Lull 8LC 2, EL Solution Enwbm RAMSEY MACHINE SER.,. K.L. RAMSEY Red Dot 8010 Earthquake Load SK - 1 , July 28, 2016 at 8:45 AM 1 Red Dot Runway Frame Case 4 DL.. \ � 'RAKASEYMACHINE SE K.L. RAMSEY � ! 8010 Red Dot DL SK' 2 - � July 28,2O18ud8�OAk� - Red Dot Runway Frame Case 4 33 Company : RAMSEY MACHINE SERVICES Designer : K.L. RAMSEY Job Number : 8010 Red Dot July 28, 2016 8:46 AM Checked By: Joint Coordinates and Temperatures Label X [ft] Y [ft] Z [ft] N1 0 0 N .__ N3, _36._� 0 0 N4 3 _ `,: 0 0 Temp [F] Detach From Diap... i 1.0 Ni N7„ Hot Rolled Steel Design Parameters Label Shape Length[ft] Runwa Be.. MiT `olu.mn._ Lbyy[ftj Lbzz[ft] Lcomp toplft]. Lcomp bot[ft] L-torqu..: Kyy Cb Function Lateral Lttaffili Lateral Loma tet a Lateral 5 Bracing 7.071 Joint Loads and Enforced Displacements Joint Label Member Point Loads (BLC 1 : DL) L,D,M Direction Magnitude[(k,k-ft),,(in,rad),(k's^2/ftk s^2'.ft)). No Data to Print ... Member Label f , M1 Member Point Loads fBLC 2 : EL) Member Label M1 Direction _Magnitudejk,k-ft] Locationjft,%J Y -2.388 I39 2.383; _ w .-31.8 Direction Z Magnitude[k,k-ft] -3.969 Member Distributed LoadsjBLC 1 : DL) Locationjft %] 32 Member Label Direction Start Magnitude[k/fl,F) End Magnitude[klft,Fj Start Location[ft,%] End Localion[ft,%] M1 - Y -.015 .............. -.015.. 0 0 Load Combinations Description(yrkSolve ....PDelta SRSS 1 w, 1B✓ 1 YQX.w._„ ....,, d Yet: BLC Fact...BLC Fact LC Fact..BLC Fact.,BLC,Fact..BLC Fact..BLC Fact..BLC Fact... 3 1BD 16_-10 (ra).,, Yea Y_ DL_1 L 4�._ .AS.DE. EO. ,.� Y s' . ._ 1 DL[1,1~02: EL_ 114 ], 102 = (',o-1-Piysss) P ),'I Envelope Joint Reactions ( Q� • Joint _ X ]k] .LC Y [k] LC Z (k] LC MX [k-ftJ LC MY (k -ft] LC MZ [k -ft) LC N5 max x29 ' 4 3.315 , 4 = ,007 ' 4 32 4 . .. frtttat'' RO2 008 1 D 1 0 _ RISA -3D Version 11.0.2 [C:\...1...\...\...\Red Dot\Red Dot Runway Frame Case 4 DL + LL + Lateral.r3d) Page 1 Company : RAMSEY MACHINE SERVICES Designer • K L RAMSEY Job Number : 8010 Red Dot July 28. 2016 8.46 AM Checked By: Envelope Joint Reactions (Continued) Joint X (k) LC Y (kJ LC Z (k] LC MX (k -ft] LC MY (k -ft) LC MZ lk-ft] LC 3 N6 rn" •.026 1 .1.0.526. 4 5.535 4 103 688 4 . 0 .1 .25 4 L 4 _mm. •.029.4 _9.552 1 0 . 1 0.. 1 . - 0,9' .4 .227 1 5 Totalsrnar. 0 4.13,841- 4 .5.543. 4 6 min 0 1_12..66_ 1 0 - .1 Envelope Member Section Forces -_ Member S,,, Axral(k)LC y She ..LC z She..1C Torque(k..,LCyy Moment(k-ft) LC z -z Moment(k-ft) LC 1.... ._M1_ ...1.',m.„, 0_. _.1_..__0� 1 0_._ 1: 0 .1;.. 0_.. 7..__ 0. [_2__ min 0...:.1_ 0..1. 0,...1 .0 ,i .0 1 0 3 , _ .2 n1 .. _029 :4 . .345 , 4 _007.4; .184 _-4._ _ . _0_ _.. _ _t LA. - _ - __ _..mrn ..026._.1 , .313;1 , ,.0 1.,. .0 ..1... _._7.063 _ 4. 5 3 m,.; ,029:4;-.884,1 {007 4 .184 4; .018 4_ L _6 _ .. ,mrn..026.:1 -.9i4. 4_,_ .0 _1,, 0 _,_ 1, _ _O.__ --1 7 _ 4 •m-,.-.437.1 1674.1_024 ._.4_ ..069_ r4_, .012 4 `__8 _-._ mrn .,.462_.4.:1.845:4__.0 __1_ _ 0_ 1...___. O. -1_ 9 .5.m..; 0 .1,2.632.4, 0 1- 0 .1., 0 1 L 10 min 0 1 2.3881 0. -1 0 1 0 1 11. . M2 1 n?.. -...11,589A....,02 _ , 4 ,086 4 0 1..,,. -.11 1 1 12__ -• mrn1.4.42.:.1,..__0_. 1__ 07..7..:_1_,._._.04.9 ._4__. 121 4 _07...1.__. . 13 ._,.2,.m,.1,979;4_ 02 ,.4 085,4. 0 _1 , .275 4_ 0. _ 1 1_4, min.t 7@6.:1,..0... _,.1 ..0.72.;.1. t,049._...4.... 26. 1.__,_. ..1.82_ 4_. 15._. _ 3 m.„2.535.4 ,.,007 4',...026 1 . 0 __,1__ __,233 .4 . _-_-- .- Q I. 1.6 -min 2.3 3___ 0 1 - 029..4 _. -..102 4 __ _ _,272 17 .. 4 .n1.2.925'.4„0,07._ 4 ,026' 1 0 1. .1 - ) { 18. .tni112 654_ _ _0 1 029.: 4 -.1:02 4 , 09.. 19... _ ,_,. 5 p.,_:3.318:.4,0.0L4,.-,026.1 0. 1 '. _ _ 031. [ 20 _ mn.3.1)0.8.i._.__0.. _1..1___.029.:4,. _...102 .4 X034 4 ____-..32__ __ _ -_!4_.-...! 21... M3.....;,..1,,l1.1....:8.428.,4,45,579„4 ,-,436,1-�-_- . 0 - :1 2,251.__ -... 4- . w . - _ ,0.6-9. . .. _ __ _.4 . k 22. ,,. _.. _ m1.nJ648:1 _.0........1:.-..4.81:A. ., 078 4 . 2043_ 1 23 2 n+8 818,4.5 578',4. 436.,1 I ..0 1 ,006_ 4 : _.. _0._ _. _ . 1 .24 _ - m1,..1n.B 002 _0_ . 1 481 4 -..076 : 4 . 007 1 -25.856: __ 4..:__.. . 25 _ 3 'n_1 ,9;74643,576_4 029..4., 0 1- ,02.1 1 _ .0. _ _ -. 1,._., 126._-______.._ min& 844,.1.__._0_ +1._,.,.027.1_ -._-:091....4.:. 7,.023 _ 4 : _. -_ , :51.959_ 4 27_, 4 m 00,X36-4 16 576 4 x.029 4, . .0 1 , 114 4 _0- 1 ,, 28__ _mlr,91.88:.1_:-0_,:.1._.027:1_ -.091 _11,___ _.103,._ ____ 1 _ .; _ -.__-:17.974._ __ _- ._4_..-- 29, .5.m.. i,9.626,,4„.:5.57.6,4., .029.4 0 1., 25 4._ .. _ . .0 1 L,30 - -1119.552,_1 _ _0, _...1_..027..1._ x..091.___4_._.___.227_.. 1. ___.,:_.._..___.._.-.-103888.M.. w . ..: 9__ 31 .. M4 ..i...0.4..;fn.- ,197.1.4...,037_,.4 0 ._ 1 .053 _ 4 1.. 32_ _ mn...1.79...1.:_..033_,1....-.012...4.._....0,__.1. _.__-.D 5......_....._.__ . .04.B 1 33. . . 2 . .181.-4.;_.021 4 0.._1-._ Q- .4__ . 0._ . ,.... 1 003 4- L34.__ __.. _ ...min..,164,..1__.01.9...1,,._..0-1.2_4-_ _0_ . 1,.._ ..096 _:4____________ _..002_.__.__ 1.__; 35 . 3 m.•, .165_4 . 005.4 0 .1 0_ .4,. 0 _ . _ : . 1 . _,01.8-_ 1 - _ 136 . min .1,5.__1_0.05_1 012.4. 0 1.. - 117 4 _, - ..02. - 4 i 3.7 . _ *4_,r9.;,149,4„ . 0,1__1 0_. 1-. .......0.. . .1 . _-.. _ -,014. 1_ _ 138 . .- _. min.11.36__1._. 1. 4..:.,012,4_. 0_ ,1, _-,.1.3.8. _ 4 _ 41.5, . . _ 4._ 39 , 5m..4 .133_4 •,024 1 .. 0 .1 , 0 ,4 . 0 1 ,01$ ..; 4 1 40...- - MD121 ,1_:..027;..4 _•...012.4_ 0 ..1. •.1.59.. _ 4 .011 _1. __, 41 M5-...1._!^1:_:.678_14_ .044..4_ , 0 .1 .0 .1_ ..163. ._ 4 . .. .084._ 4._ . :_ 42 _-_ __ min_..8..18_ 1„._..09 ._1 .021 4 0 _.4_ _ 0 _1 .076 _ _.._ .1, , 43 . 2-m,, .694 .4 1.028.: 4 0 .1 .0 1: .126 4 .02 4 , 44 _ min _,63 _1-026-1_1%021,4_ 0 ..4 _ 0 1 .- .0.18 _1. _ ` _3. m.. -_.7.1J4..'..012_:4..._.0_ ,1 0 .1 _.09 . - ..4 •,013 __- 1. 46 ___.-1^_ 644 1. 0.1.1_1_-.021_4_ 0�4' _ _ Q _ -. _1______ __ __--- _-.0.1.6-- 4__.! 47 4 m ....726 .4 .003.1 0 1 0 1 _ .054 4 -.022 1 r 48 . - mr,658.1 . •.003.4 ,-.021.4.. 0 4.. .. _0. .1 -.024 - -4 49 . 5 m. 742 4 -017 1 0 1 0 1 017 4 .004 1 •4,11___ _ 4.5,3 1,329 •1 464.____ 13.373. 0 0 1 1 _ _ ..25.3 .___ _ _ .4 1 1 1 _,..___.___ •.287. _ _ - 4 I 1___ _ _ 0 1 Y" RISA -3D Version 11.0.2 (C:\...\...\...\...\Red Dot\Red Dot Runway Frame Case 4 DL + LL + Lateral.r3d) Page 2 Company RAMSEY MACHINE SERVICES Designer : K L RAMSEY Job Number : 8010 Red Dot July 28. 2016 8:46 AM Checkeo By: Envelope Member Section Forces (Continued) Member S - Axialik1LC-v She,. LC z She :LC Torquelk..,LCy-y Moment(k•ftl 50 min .6.73.._1 •.0.19A -,021-4 0 Vii__ 0. Envelope Member Section Deflections LC z -z Momentlk•ftl -.004 LC __4___ Member 1 M1 L _ 2 _ �_ r 4 _ 5 6 8_ 9 10 _ 11 . I.12 ._ 13, 14 16 x_16 . _ 17.. 1 19 i20__ 21 M3 1..22. _ -- 23 2_4 __ 25 126. T mm4 .002_ - - 0.,.__ .7_:._.0.03. = 1. _1 o25e ._ 4.._ -..NC. _-1_ ..N.0 1 27 .. 4 mex, .001 4 ,062- , 4 ,001 4 0 - 1 3608.902 .4 NC , 4 t 28. min: 0 _ i. _ 0.._ ..1 0 . :.1 .51261,; 4- NC. 1 NC 1 29,.. - .. 5 .max.. 0, ...a _ 0 - ..1_.. 0 ;1 .-.-.0.- =_1 NC 1 - -NC_. _ 1- I 30. T _m[r __._0_ - 0_._ .1. Q_ �_1__ _0_._ 1 _NC _�.. :�NC. -- - - 1---- 3.1 , .1 .,max, ,002.4• 003 1 . 0 1 .1.1778.3 4 [ 32 _ .min_ _.002._: 1.,: ..004 .4 . -.002 _;.4_._ 0.. ..1.. _ 33 2 max ,002 4 0.06 _..,1.__ 0_ • 1 1.161e-3,_4 min ..002 _. 1 . 0.06 4 ._ .028:4, Q _ ;.1 mex, .002 , 4 -.009 1 : 0 .1 1 146e.3 4 , _mm .002 .-1 _. -.009 .._4 ; .056 _; 4 .. _ 0. ;.1. mar _ .002 .._4 •L01 1 _ . 0 1._ 1 13e•3 ' min;_ .002 _.1_,.„•,.011. J. _•.08.7 4_ 0.---. _.. .012 1 - 0_.. 1 1.114e•3 4 _ 009 „4.. 0 ... 1_.. _0 .008.. __I__-.57.3 4 •4 335e. 4 007 4 0 .1 _ 0 .....1. 00.6. 1 . •.539_:.4 , 4 2598..4 3 004..4, 0 .1 0 1 . Sec x (in) LC y [in] LC z (in] LC x Rotat... LC _1 max. .011 .. 4 .003 - 4 069 _4.. 0_ 1 - min, .01 1 ....-.092.._.1. D _. _1_ 2 max ,.011 ,.4 -.008.1 0 _1 0 -,- 1.. min 01.__1_--.,D09 4 163. 4 ,:7.476e 3 max ,011 .4 - 005 1. 0 1 0 1 min __01 __1_ D05__ 4. _.-.395. 9 _ 2 673e 4 _ 4 max 011. 4 0 ,4 0-_,1 _0 , 1 , _1.._ - ,Q_. _ _1. , •4.26 ._4 ,4 321e _.4_ max .011 4 -.037 - 1 _ 0 .1 0 . 1 1 -A.41 4 -.657 4_-4 525e 4 max .001 .4 , .003 4 _ .011 ,.4 .. 0_ .1 .o. .. 1 -01. :.1;1,978e..4 ._ !flex., _... 0 _ . 4 . .002 _4.. .005 .4 , , 0 1.. min 0 1 . 0....._1 ,._.009 3 max._..0 _ ._4 _0-._._4_.001 - 4-•-0__-.1.- ,mm _0 1 0 1 .0.01_. 1-•-:1 149e 4 ma. 0- ..4-- 0._ . 4_ 0 .4 0_.._�1 Tin, 0- 1 ,.Q. _. 0_...,.1._57a4e,.;4- max 0 1 0 .1. 0 .1 0 !1 .1 0 1 0 1 0 1 !flex _.004._,_4 .692..4, .011 4 0. 1 min DOA __1 _ _.0_ . _1. ,_ .01 :.1 . 19788_:,9 _ 2 rnex ,QQ3 .4 .44 .4 .005 , 4 0 1 _min ,.01)3. _.1 . 0 _ ,1. _005. .005_ :.1.15338.,: 4. 3 mix .002._.:4 , .219 .4 . .003..4 0 ._ ,1 , (n) Liy Ratio LC (n) Liz . LC NC _ 4._ NC 4 _ . NC _ _ _ 1 _N.C_ 1 NC _1 NC 1. NC - 4 - NC_ _,.. 4 NC 1 NC 1 _ NC 4._..N,C _ _4 _ _ NC . 4., NC , 1 NC. _ _1_ _ NC , _ -_ 4_ _ - NC 1, NC 1 NC _4.. NC . _4 NC _ 4.. _. NC - 4 ____ N.G. 1 _ NC __ 1 . NC , 4 . NC , 4 NC... -- .. t..._NC_ _..1. NC ,4_ NC. _ 4 ..„1 _` .NC. _ _ . NC 4 NC . _4 1.:..NC_ ... 1 _ NC 1 NC 1 _ 4 ....;_NC _ .. w ,L _NC.__. 1. _ 609.488 4 NC . 4 NC__. _1_1. _ NC_... 1. 1021,933 ..:4 NC .. 4 M4 1-34,.._ 35 1_36 _ 37 _ 1.38. _ 39 5 140.- _ 41 M5 43 44 45 ..4.6 47 48 49 i ,50 max.. -,002 4 min _,002 .1.... • max ,007 _4 Yr!. 00.6. __1 .. max .007 4. .0.06 ..1. , . max, .006 - 4 , min _.006,___t_ .. 4 mex .006 , 4 mm .006_ . L. _. 5 mio, .006 . 4 mm __005 _1 009.__ 1, _._•.50.1...4 .4184e -4 002 .4 0 .1 0 1 002... '1 .:.462. _ 4 .4106e 4 002 4 0 1. 0 1 00ti_ L_-422_4 4 052e , 4 NC NC NC NC_ NC .1 . NC.. .._1. 4 _ NC__ _ _ 4 1 , NC_ 1-- 4.,3218248 _A 1. NC.. 1 NC ;_4_.1647.782` . _ _ 4_ NC 1 NC 1 _MC _ A...$88 597 4 NC 1 . _ NC 1 NC __..4;,787! . 4 NC_ .. .__..._.. 4__ _NC.__. _ 1 NC t ..NC .,., 4 NC -4,.NC , 1 ,NC __ __1.NC__.. 4. NC , 4 . NC , 1 N.0 -.. , 1 .._ NC . 4 NC 4, NC. 1 NC __. 1 _ NC 4 NC 4 - NC 1 NC 1 NC_ 4 RISA -3D Version 11.0.2 [C:1...1.. 1..1...1Red Dot\Red Dot Runway Frame Case 4 DL + LL + Lateral.r3d) Page 3 Company : RAMSEY MACHINE SERVICES Designer KL, RAMSEY Job Number : 8010 Red Dot July 28, 2016 8:46 AM Checked By: e36 Envelope AISC 14th(360-10): ASD Steel Code Checks Member Shape Code Check 10,0„._ Shear Check Loc. Pnio PrtJo. Mrtyykr..',Priezzi.:.„ 1 .045 32 4 .023 32 3098,9465 2105374768 H1.lb 2 W18X76 014 18 4 007 93 ' 3899 8676 4066. Ffl Ib 1‘43 w18x76 y 4 :589.9...6676:4105.289 f4 t.L3.5X3 032 0 M5 ,LL3..5X3.,„ .Q60. 0 Al ,00. 351 72.862 6.66 2.652 H1ib RISA -3D Version 11.0.2 [CA...1..A...\...1Red DoMed Dot Runway Frame Case 4 DL + LL + Lateral.r3c11 Page 4 www.hlltl,us Company: Specifier: Addrear: Phone I Fax: E -Mall: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Materiel: Proof: Stand-off Installation: Anchor plate: Profile: Base materia': Reinforcement: Seismic Toads (cat. C, D, E, or F) Geometry [In.I & Loading [Ib, In.1b3 Page: Protect: Sub -Protect I Pos. No.: Date: 7/2712018 Heavy Square Heed ABTM F 1664 OR, 361 1/4 h„ ■ 21.000 In. ASTM F 1664 Design method ACI 318.11 / CIP without clamping (anchor); restraint level (anchor plate): 2.00; ea • 1.181 In.; t • 1,000 In, HIIti Grout: CB•G EG, epoxy, fo,oAul • 14638 psi I„ x Ir x t • 22.000 In. x 22,000 In. x 1.000 In.; (Recommended plate thickness: not calculated W shape (AISC); (L x W x T x FT) • 18.200 In. x 11.000 In. x 0.4251n. x 0.880 In. cracked concrete, 4000, fa • 4000 psi; h • 24.000 In, tension: condition 8, shear: condition Si edge reinforcement: none or 4 No. 4 bar Tension load: yes (D,3,14.3 (a)) Sheer load: yes (D.3.3.6.3 (a)) input Oola ar4 rosu'tE mull W 09000 for apraomont with ths .Kbtlne oondidOna and for plaulllolflyl PRCPI5 Argnor (o ) 2031200ff HHII AO, fLf7A0a Berson HOU 10 a ra0101arad Trademark of HIIU A0, 5tun 3 ? www hlItl ue Company: Specifier: Address: Phone I Fax: E -Melt: 2 Load case/Resulting anchor forces Load caee: Design loads Page: Protect: Sub-ProJect 1 Poe. No.: Dale: Anchor reactions [Ib] Tension force: (+Tendon, -Compression) Anchor Tension force Shear force Shear force x_, Shear forcey� ,1 '31491-.....,, 990 9900,,.. 2 0 990 900 0 3 31491 990 990 0 4 0 990 990 0 max, concrete compressive strain: 0,34 [%.J max, concrete compressive stress: 1484 [psi] resulting tension force In (x/y)■(•8,760/0,000): 82982 [Ib] resulting compression force In (x/y)■(9.479/0,000): 73608 [Ib] 3 Tension Toad Profls Anchor 2.6.4 7/27/2018 Tension 01 Load Nu. [IbJ Capacity *N„jib)- Utilization oNNoAN,� Status 3i 1 42ISY 76— Pullout Strength' 31491 Concrete Breakout Strength" 82982 Concrete Side -Face Blowout, direction " N/A anchor having the highest loading "anchor group (anchors In tension) 3.1 Steel Strength NM • AN,N fuu •Nrr2Not ACI 318.11 Eq. (D-2), ACI 318-11 Table D.4.1,1 Variables A•cd+ [In,] ... LI. [WI CsIculatlons N„ [IbJ 68200" Results Nrr202.[IbJ X,... 3.2 Pullout Strength Neat • Wo,p Np No • 8 Ab,s (0 NpN t Nur 4'eoi 0780" NM [lb] Nu. (Ib) 4-2TM 3149T ACI 318-11 Eq. (D-13) ACI 318-11 Eq.(D-14) ACI 318-11 Table D.4.1.1 46586 108508 N/A Variables 16� Al, f7 41 1.000 {4 OL Calculations N (IbJ Results N (Ib eoonemp ``Mrmr N lib) N. [ib] 88f 0.700 b�60 4868 3-14-91- Input 14AT Input data and results mull be checked for egreemsnl wllh the mdoling conditions end for plausibility! PROPIB Anchor (o 12003.2009 HilU A0, OL -9494 Schein HSU Is a registered Tredemerk of HOU A0, eonsen 68 OK 59 OK N/A N/A www.hllltl.us Company: Specifier: Addreee; Phone I Fax; E -Mall: 3.3 Concrete .B1reakout Strength Nes • \�+ te- W.aN OWN VON 4/4),N Nb �NcstN�. A4vo see ACI 318-11, Pari D,6.2.1, Flp. RD.6,2.1(b) Amo •9lit ▪ (i+p)1.o l W.b.N W.d,N Wap,N Nb ■ 0.7+0.3( ) s 1.0 ▪ MAX(11) 1,5hl) 1.0 C1r. ' Cat • 18 Xi hr(s Variables ho [In.) 21,000 cry (In.) Calculations Aw. (ln•2) 6071,60 Results N (Ib) 20883 e,,,p.�L .000 ACI 318-11 Eq. (0-4) ACI 318-11 Table 0.4.1.1 ACI 318-11 Eq. (D-6) ACI 318-11 Eq. (D-8) ACI 318.11 Eq. (D-10) ACI 318.11 Eq. (D-12) ACI 310.11 Eq. (D-7) ea,N [In.) c, , (In.) OD(f 42260. ko to [pail 8 1.000 4000, _..., 3980:00.— ..4!.M4mlo 0.700 0,760 Page: Project: Sub -Project 1 Poe. No.: Date: rsdA mNes OM Ne, Ib 108608 82982,..._ lnG.it d.lk* On result mut; Us thaci;rd tra awant with th. srblInp conditions art for pl.u.Ibillyl PkOFtS mow (c 12003-2009 HIIII A0, F1,4' Borman HIM 11. rspllt,rW Trad.m.rk or HlllI AO, Schwan Profls Anchor 2.8.4 3 7/27/2018 N Ibl �i,UOD 31 www.hlltl.us Company: Specifier: Address Phone I Fax: E -Mall: 4 Shear Toad Page: Project: Sub -Project I Pos. No.: Date: Profls Anchor 2.8.4 7127%2018 Loud Vu, (lb] Capaolty�V, Iib) Utilization jy,, a V,,./$V„ Status Steel °8t�ength• . ,_ 000 — ' 17636 OK -- Steal failure (with laver arm)' 990 1903 53 OK Pryout Strength** 3959 389732 2 OK Concrete edge failure In direction x+•' 3959 64189 8 OK anchor having the highest loading "anchor group (relevant anchors) 4.1 Steel Strength VM • 0,8 ANA, f.. Vv.,' V„ ACI 318.11 Eq, (D-29) ACI 318-11 Table D.4.1.1 Variables A..,v "In .21 rut. (pal 5000 -- Calculations V..Ilb) Results V,. lb)ty V„ Ib V • Ilbi. -- 33721. -.�� 4.2 Steel failure (with Inver arm) bending equation for stand-off M. ■ M; (1 It-) resultant flexural resistanoe of anchor M; • (1.2) (8) (fu,min) chareoterlstlo flexural resistance of anchor (1-) reduction for tensile force acting simultaneously with a shear force on the anchor ■ Lb • z + (n)(d0) Or a Vu. Verlables am 2,.. ,00 Cslculsllons elastic section modulus of anchor bolt et concrete surface Internal lever arm adjusted for spelling of the surface concrete ACI 318.11 Table D.4.1.1 tuare (psil N,� Mrs Ilbl z PTO n de tint] 4119 1 (41 000 ... Results 4 lib) 292.7. ...., 0.630..... %303 04A OM V., lib) 9(10 input dative d rdeuiia mini bo r nc'od r u.or.sm.ni within* aiIllnp oonanons and la pru.Ibulryl PnOF16 AnrnAG, FL9404 aeh.m Mlhl 111 r.pl.l.r.d Trademark of MMU AO, Behan www hlltlua Company: Specifier: Address: Phone I Fax: E -Mall: 4.3 Pryout Strength V� [ \^NrD/ Ww,N 4 ,,N Nb] $ Veva AN, see ACI 316-11, Pert 0.6.2.1, Flp. RD.6,2,1(b) ANeo ■ 9 hit 1 W4aa■ 1 + 2. ew s 1,0 3 0.7+0,3( )s1,0 41,04 ■ Ntodamb1 ,) s 1.0 Olv CIC Nb ■18}' hP ACI 318.11 Eq. (041) ACI 318-11 Table D.4.1.1 ACI 318.11 Eq. (D-6) ACI 318-11 Eq. (D-8) ACI 318-11 Eq. (D-10) ACI 318-11 Eq. (D-12) ACI 318.11 Eq. (D-7) Page: Project: Sub -Project 1 Pos. No.: Date: Variables _ he Iln•I eo,.N Iin,l em,N lin,1 camIInJ 21.0b0 O,000 0.000 41.240 WeN_ ....... _ _ Viso li�,J ...._.... _.. ,... _ ke. .. .._. 10 IPen 1,000 - 10 i;G6b Proflo Anchor 2,6.4 6 7/27/2018 CNoulatlons AN, In•1_�._.._. 1 �(Nb 8480,26 39.01) -1.7158- i 000 1.00D 1 �o 181782 Results V IIbJ trz t, , ,.,,,,_ 1 1 .................... V Db? 'I:otliy 1;000 26 2 Input dale and moults must ba chocked lor agreement w0h t o axbOnp conditions Ind for plausibility! inOPls Anchor (o )10017009 HIM AO, PL -0000 Schaal Hilil h a nplalanad Trademark of Milli AO, Schoen kc www,hlltl,us Company: Specifier: Address: Phone I Fax: E -Mail: 4.4 Concrete edge failure in direction x+ Cleo) V. • (l) W.cv W.d,v Wc.V Wh,v Wp.r.iul.v Vo m Vag t V.. Avc see ACI 318-11, Part D.6.2.1, Fig. RD,6.2.1(b) Av.. ■4.5c1 (i,) 1.0 4r.d,v • 0_7* 0.3(ft) s 1.0 •1,50,1 t 1.0 Wn,v h.; VD •916.Ylccj;e Variables c., (In.) 3Li67 10,000 Page: Project: Sub-ProJecl I Pos. No.: Date: ACI 318-11 Eq. (D-31) ACI 318-11 Table D,4.1.1 ACI 318-11 Eq. (D-32) ACI 318-11 Eq. (D-36) ACI 318-11 Eq. (D-38) ACI 318.11 Eq. (D-39) ACI 318-11 Eq. (D-34) c.2 (in,l acv fin.) G,v h. Om] 41;250 0.000 14153-b 006 1;250 Calculations Ave fin 2I Avec On'] w.ov 2448,5( 3670,13 i.o6o Results V VIA f3 etTO 6 Combined tension and shear loads .0P7-47 Day • Di+ + PG " fefpe1) v _........ 4000 1.036" W,d.v 1.000 1,327 Ononovmiu Ve04 (Ib 1.000 641 Profls Anchor 2.6.4 6 7/2712018 Vb 101 88089 Vv, (Ib) 3981F--- Utilization pH, (%) Statue g3` 9B 61C 6 Warnings • load re -distributions on the anchors due to eleetic deformations of the anchor plate ere not considered, The anchor piste is assumed to be sufficiently stiff, In order not to be deformed when subjected to the Ioedingl Input date end results must be checked for agreement with the existing conditions end for plauslbiIityl • Condition A applies when supplementary reinforcement Is used, The 0 factor Is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement Is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • ACI 318 does not specifically address anchor bending when a stand-off condition exists. PROFIS Anchor calculates a shear load corresponding to anchor bending when stand-off exists end includes the results as a sheer Design Strengthl • Checking the transfer of loads Into the base materiel and the shear resistance are required In accordance with ACI 318 or the relevant slanderdl • An anchor design approach for structures assigned to Seismic Design Category C, 0, E or F Is given in ACI 318.11 Appendix D. Part 0.3.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile. steel (allure. If thle Is NOT the case, the connection design (tension) shall satisfy the provisions of Part 0.3.3.4.3 (b), Part D.3.3.4.3 (c), or Part D,3.3.4.3 (d). The connection design (sheer) shell satisfy the provisions of Pert D.3,3.5,3 (s), Pert 0.3.3.5.3 (b), or Pert 0.3.3.5,3 (c). • PartD.3,3:4.3 (b) /.pan 0.3.3,5.3 (a)_ require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Pari 0,3.3.4.3 (c) I part 0,3,3 5,3 (b) Waive the ductllity requirements and require the anchors to be designed for the maximum tension 1 shear that can be transmitted to the anchors by a non•yleldinq attachment. Part 0.3,3.4.3 (d)1 part 0.3 3.5.3 (c) waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension f sheer obtained from design load combinations that Include E, with E Increased by no. Input dole and mut, mull be chocked for epreomenl wllh Iho ',doting conditions end for p'euilbtlIty! PROPIS Ancfor (c) 2003.2000 Hilti AG, FL.9494 SchUn Hilll l$ 1 regI.ler.d Tredemerk 01H Ara. Schain Wz tr,!Av,h1Itl.us Company: Specifier: Address: PhOne I Fax: E -Mail: Pape: Project: Sub -Project 1 Pos. No.: Date: an, Pres Anchor 2.8.4 7 7/27/2016 Fastening meets the design criteria, Inoul dila Dit Mocked lot .gnomon! with lho opining oondklono and fo PROM Anchor 1c 1 2110S -20a0 k41111 AO, F100404 Wolin 14M Iia noghdorod Trodomork o H111/ AO, Bahasa www.hlltl.us Company: Specifier: Address: Phone I Fax: E -Male: 7 Installation data Anchor plate, steel: - Proflle: W shape (AISC); 18.200 x 11.000 x 0.425 x 0.680 In. Hole diameter In the fixture: dr s 1.313 In, Plate thickness (Input): 1.000 In. Recommended plate thickness: not calculated Drilling method: Hemmer drilled Cleaning: No cleaning of the drilled hole Ie required Page: Project: Sub-Pro)ecl I Pos. No.: Date: Profls Anchor 2.8.4 7/27/2016 Anchor type and diameter: Heavy Square Heed ASTM F 1554 GR. 38 1 1/4 Installation torque: - Hole diameter In the base materiel: - In. Hole depth In the base material: 21,000 in, Minimum thickness of the base materiel: 22.344 In. Coordinates Anchorin. Anchor x y =x,760 -8,760 4f.ar — 2 8,760 -8.750 69.760 42.260 42.250 59.750 3 -8.760 8.750 42.250 59.750 59,760 42.260 4 8.750 8.750 69.760 42.250 59.750 42.260 Input dale end results mull es chrol ed for agrnment with the existing conditions and for plsusIbWUtyl PROFIB Anchor ( o) 2003-2000 HMI A0, FL -0404 Bohan Wills a registered Trademark of HiIU A0, ecMen ♦x www.hlltl.ua Profls Anchor 2.8.4 Company: Page: Specifier: Project: Address: Sub -Project I Po. No.: Phone I Fax: I Date: 7/27/2016 E•Mall: g 8 Remarks; Your Cooperation Duties • Any and ell Information and data contalned In the Software concern solely the use of HIItl products and are based on the principles, formulas end security regulations In accordance with HIIII's technical directions end operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific testa are 10 be conducted prlor to using the relevant HIM product. The results of the calculations carried out by means of the Software are based essentlally on the data you put In. Therefore, you bear the sole responsibility for the absence of errors, the completenese and the relevance of the date to be put In by you. Moreover, you beer sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms end permits, prior to using them for your specific facility. The Software serves only es an aid to Interpret norms end permits wllhout eny guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a epeclflc application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data end, If applicable, carry out the updates of the Software offered by HIM on e regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you ere using the current and thus up -to -dale version of the Software In each case by carrying out manual updates via the HIM Website. Hllti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duly by you. Input dale and result, mull be checked for epreemenl wllh Ila exIelInp conditions and for pleuelbllllyl PROFIB ArK ror ( c ) 2003.2008 HIIU AO, FL84P4 Schein HiIU Is a repbtered Trademark of Hilil AO, Schein S Company : Designer . Job Number.: Jul 27, 2016 15:50 PM Checked By: Section Properties: W18 x 76- C15 x 33.9 Section Information: Material Type = Hot Rolled Steel Shape Type = Wide Flange Number of Shapes = 1 Basic Properties: Total Width = 15.000 in Total Height = 18.598 in Centroid, Xo = 0.000 in Centroid, Yo = 2.607 in Shear Center, Xs = 0.000 in Shear Center, Ys = 0.000 in X-Bar(Right) = 7.500 in X -Bar (Left) = 7.500 in Y -Bar (Top) = 6.886 in Y -Bar (Bot) = 11.712 in Flange Thick = 0.680 in Web Thick = 0.425 in Equivalent Properties: Area, Ax = 31.682 in"2 Inertia, Ixx = 1833.15 in^4 Inertia, lyy = 451.54 in^4 Inertia, Ixy = -0.000 inA4 Sx (Top) = 266.21 in^3 Sx (Bot) = 156.51 inA3 Sy (Left) = 60.205 inA3 Sy (Right) = 60.205 in"3 Ex = 7.607 in ry = 3.775 In rT = 4.620 in Plastic Zx = 198.78 inA3 Plastic Zy = 90.460 inA3 Torsional J = 6.489 in^4 Cw = 3.071E+004 inA6 Wno = 67.195 in^2 Sw = 171.35 in"4 Qf = 44.398 inA3 Qw = 107.17 in"3 Section Diagram C:\RISA\W18 x 76-C15 x 33.9.nmsx Page 1 TY w imIropo! ,Ifle 011 611 ,w1 7/27/2018 Design Maps Summery Report U`UNS Design Maps Summary Report User -Specified Input Report Title Red Dot Wed July 27, 2016 23;46:05 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard date available In 2008) Site Coordinates 47.44617°N, 122.27164°W Site Sol) Classification Slte Class D - "Stiff Soil" Risk Category I/I1/II1 Vashoq B ,j iend ?Au) 4.1�4fL Des Moines* )SGS -Provided Output Ss s= 1.450 g Si E 0.541 g 5M1et 1.4508 Sou in 0.811 g Issaquah rRenton Maple Valley •Covington `Kent Sows sol ee 0.967 g 0.541 g ,Hi For Information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions In the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 2 a 1.15 1.10 1.31 1.70 1.01 0.10 0.71 0.10 0.41 0.30 0.11 0.00 MCER Response Spectrum 0.00 0.20 0,40 0.40 0.00 1.00 1.20 1,40 Period, T (see) 140 1.10 7.00 1.10 1.00 040 0.10 0.70 0.10 110 0.40 0.10 0.10 0,10 0,00 0.00 0.20 0.40 0.10 0.00 1.00 1.20 1 40 1.10 1.00 7.00 Psrlsd, T (sac) Design Response Spectrum hough this Information Is a product of the U.S. Geological Survey, we provide no warranty, expressed or Implied, as to the .6curacy of the data contained therein. This tool Is not a substitute for technical subject -matter knowledge. htip://ehpl•earthquakeer.usgs.govidecignmeps/us/summary.php9t°mplatecmInlmal&latltude=47.44816665744 004&longituckvx-122.27163884486315&siteclsss.. ,. 1/1 October 31, 2016 City of Tukwila Department of Community Development TIM FARNAM PO BOX 66457 BURIEN, WA 98166 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0282 RED DOT CORP - 745 ANDOVER PARK E Dear TIM FARNAM, Allan Ekberg, Mayor Jack Pace, Director 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 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Please provide specific "Special Inspections" for concrete, steel and bolting applications including other required inspections for this project. The inspection notes shall be on the plans. (IBC Chapter 17 Note: This permit plan review may not be complete as revised plans may require further corrections. 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, �C rv\ 9 l In9t achelle Ripley P Y Permit Technician 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0282 DATE: 11/18/16 PROJECT NAME: RED DOT CORP SITE ADDRESS: 745 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: % awO rill Building Division 1111 Public Works Fire Prevention Structural n Planning Division ❑ Permit Coordinator n 11 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 11/22/16 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 12/20/16 Approved Corrections Required ❑ Approved with Conditions ❑ ❑ 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: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0282 PROJECT NAME: RED DOT CORP DATE: 10/19/16 SITE ADDRESS: 745 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: I) Building Division ubOP\ I VI is Wo ks tiCkg,L\'' Wi Fire Prevention 711 Structural 1.01/1•0 1 Planni g Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 10/20/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 11/17/16 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: BldgY1 Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 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: / / /(o Plan Check/Permit Number: D16-0282 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 745 ANDOVER PARK E Contact Person: /-7 /RA/Ain Phone Number: o 50 j — ?2,2,2_ Summary of Revision: n ri+t7 s P i C t L J- 3FpF_ e 0 23C,C3 c < OA/ FR o tit i IO,AG Ai S, RECEIVED CITY OF TUKWIL, NOV 18 2013 PERMIT CENTER Sheet Number(s): Fee 1V 1 PA 6.,� a J "Cloud" or highlight all areas of revisio hiding date of revision Received at the City of Tukwila Permit Center by: TFEntered in TRAKiT on W:\Permit Center\Applications-Handouts\Templates\Forms\Word Documents\Revision Submittal Porm.doc Revised: August 2015 T J FARNAM CONSTRUCTION Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of `% Labor & Industries Search L&I Page 1 of 2 SEARCH A -Z. Index Help My L&I Workplace Rights Trades & Licensing T J FARNAM CONSTRUCTION Owner or tradesperson Principals FARNAM, TIMOTHY J, OWNER Doing business as T J FARNAM CONSTRUCTION WA UBI No. 600 482 046 PO BOX 66457 BURIEN, WA 98166 206-248-2003 KING County Business type Individual Governing persons LYNN ANN FARNAM TIMOTHY JAMES FARNAM; 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. TJFARC*178J6 Effective — expiration 04/26/1983— 04/25/2017 Bond ............... Wesco Insurance Co Bond account no. 46WB020774 $12,000.00 Received by L&I Effective date 03/26/2013 04/25/2013 Expiration date Until Canceled Bond history Insurance ............................ Developers Surety & Indem Co $1,000,000.00 Policy no. BIS00001111-08 Received by L&I Effective date 03/11/2016 04/25/2016 Expiration date 04/25/2017 Insurance history Savin No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600482046&LIC=TJFARC* 178J6&SAW= 11/28/2016 SCALE: 9, = 40' CURVE TABLE CURVE DELTA ANGLE RADIUS ARC LENGTH C1 89'59'32" 50.00' . 78.53' RECORD (90'00'00") 50.00' (78.54') UNE TABLE LINE BEARING RECORD '' DISTANCE L1 N88 -13'00"W (588'12'32"E).;: 30.00' L2 NO 1' .(N01'47'28" E)' .- 69.00' LAND AREA: 207,395 SQUARE FEET 4.76 ACRES FLOOD NOTE: NOTE: - THERE WERE NO MONUMENTS FOUND OR SET AT THE PROPERTY UNE CORNERS UNLESS OTHERWISE NOTED. - THE INFORMATION, COURSES AND DISTANCES SHOWN ON THIS SURVEY PRINT ARE TRUE AND CORRECT. THIS SURVEY ACCURATELY REPRESENTS THE BOUNDARIES AND AREA OF THE PREMISES DENOTED ON THE TITLE ORDER REFERENCED HEREON AND IS THE SAME PROPERTY AS DESCRIBED THEREIN. - AT THE TIME OF SURVEY, NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR ADDITIONS WERE OBSERVED UNLESS OTHERWISE NOTED HEREON. - NO RECENT CHANGES IN STREET RIGHTS-OF-WAY WERE OBSERVED AT THE TIME OF THE SURVEY UNLESS OTHERWISE NOTED HEREON. - THIS SURVEY HAS BEEN PREPARED FOR TITLE INSURANCE PURPOSES ONLY. THIS SURVEY DOES NOT CONTAIN SUFFICIENT DETAIL FOR DESIGN PURPOSES. THE BOUNDARY DATA AND TITLE MATTERS AS SHOWN HEREON HAVE BEEN DEVELOPED FROM THE REFERENCED TITLE REPORT ONLY. - UNLESS THIS PLAN HAS THE SEAL AND SIGNATURE OF THE SURVEYOR RESPONSIBLE FOR ITS PREPARATION, THIS IN NOT AN AUTHENTIC COPY OF THE ORIGINAL SURVEY AND SHALL NOT BE DEEMED RELIABLE. - JRN CIVIL ENGINEERS ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF ANY THIRD PARTY INFORMATION REFERENCED OR REPRESENTED HEREON. ANY OF SAID INFORMATION SHOWN HEREON HAS BEEN PROVIDED FOR INFORMATIONAL' PURPOSES ONLY. - NOTE TO THE CLIENT, INSURER, AND LENDER = WITH REGARD TO TABLE A; ITEM 11, SOURCE INFORMATION FROM PLANS AND MARKINGS 'WILL BE COMBINED WITH OBSERVED EVIDENCE OF UTILITIES PURSUANT TO SECTION 5.E.IV. TO DEVELOP A VIEW OF THE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, .THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY, AND RELIABLY DEPICTED. N ADDITION, IN SOME JURISDICTIONS, 811 OR OTHER -SIMILAR UTILITY LOCATE REQUESTS FROM SURVEYORS MAY BE IGNORED OR • RESULT IN AN INCOMPLETE RESPONSE, IN WHICH CASE THE SURVEYOR SHALL NOTE ON THE PLAT. OR MAP HOW THIS AH-LCTED THE'SURVEYOR'S ASSESSMENT OF THE LOCATION OF THE UTILITIES. WHERE ADDITIONAL OR MORE DETAILED INFORMATION iS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION AND/OR A PRIVATE. UTILITY LOCATE REQUEST MAY RE NECESSARY. - AT THE TIME. OF THE SURVEY, 140 FIELD DEUNEA1]ONS WERE OBSERVED OF A WETLANDS AREA. FOR THIS'. PURPOSE, A FIELD DELINEATION IS DEFINED AS A MARKING OR FLAG' PLACED ON' THE GROUND BY. A QUALIFIED ENVIRONMENTAL BIOLOGISTS AS SPECIFIED IN TABLE A, ITEM 18. OW PLASTIC 6AP A • AYNSPS L, D TIT 745 ANDOVER PARK EAST, TUKWILA, WA 98188 SITE RESTRICTIONS: ZONE - "TUC -WP' TUKWILA URBAN CENTER -WORKPLACE 'WITHIN THE NEIGHBORHOOD CORRIDOR SETBACKS: FRONT STREET SIDE SIDE REAR HEIGHT - NOT REQUIRED - NOT REQUIRED - 5 FEET - 5 FEET - 45 FEET FLOOR AREA RATIO - NONE SPECIFIED PARKING REQUIREMENT - A. PARKING SPACE FORMULA: OFFICE: 3 SPACES PER 1,000 SQUARE FEET OF USABLE FLOOR AREA (10,433 / 1,000) X 3 = 31 SPACES) WAREHOUSE: 1 SPACE PER 2,000 SQUARE FEET OF USABLE FLOOR AREA (93,051 / 2,000 = 47 SPACES) B. PARKING SPACES REQUIRED: 78 TOTAL PARKING SPACES ALL SITE RESTRICTIONS WERE OBTAINED PER THE PLANNING & ZONING RESOURCE COMPANY 100 NORTH EAST 5TH STREET, OKLAHOMA CITY, OKLAHOMA 73104 DATE: FINAL - 4/1/2016 REVISED FINAL - 4/7/2016 PZR SITE NUMBER: 92293=1 ANY QUESTIONS REGARDING ZONE. DEFINITIONS OR INTERPRETATIONS SHOULD BE DIRECTED TO TELEPHONE (405) 840-4344 _HIGHLAND PARK PROPERTIES L PARCEL # 262304-9094 SURV., STATEMENT OF POSSIBLE ENCROACHMENTS: NOTE: THE FOLLOWING IS A LISTING OF OBSERVED IMPROVEMENTS THAT CROSS PROPERTY LINES, STATEMENT OF OWNERSHIP OR POSSESSION IS NEITHER IMPLIED NOR THE INTENT OF THIS LISTING. 0— THE FACT THAT 22 PARKING STALLS STRADDLE THE NORTH UNE OF THE LAND. B THE FACT THAT 15 PARKING STALLS EXTEND INTO THE INGRESS/EGRESS EASEMENT RECORDED UNDER RECORDING NO. 7411130761. C A FENCED STORAGE AREA EXTENDS INTO THE PROPERTY OVER THE NORTH LINE OF THE LAND. QTHE SIDEWALK IN THE SOUTHEAST CORNER OF THE LAND EXTENDS BEYOND THE \ J EASEMENT RECORDED UNDER RECORDING NO. 9703130879. PARTY WALL NOTE: THERE ARE NO DIVISION OR PARTY WALLS ON, OR IMMEDIATELY ADJACENT TO THE 'PROPERTY LINES OF THIS PROPERTY. �t SDI I I I i 9 PARKING SPACES INGRESS/ EGRESS "i"! 5' 86.50') 86.39'— I 61 PARKING_ PACES 91 PARKINGISPACESII EM I I I I. 1 11 PARKING SPACES 91 PARKING SPACES SPUR TACKS,- (TYP) ZONE - "X" PER. FEDERAL EMERGENCY MANAGEMENT AGENCY MAP NO. 53033C0959F EFFECTIVE DATE 05/16/1995. AIR HAND UNIT PSS to 1,00f-• l o p FA/4 HEIGHT=31. .c.6tyC Gig ET c ri G� /off' C RAt,. E. .(BUR QJ» OTPRINT = 103,218 SQUARE .Y'`('E t15,LINE FOOTPRINT = 1.03,344 SQUARE (BUILDING. HEIGHT = 31.7'±) ,r. CONCRETE WAREHOUSE BUILDING PORTION OF BUILDING IS TWO STORY AND PORTION IS ONE STORY 745 ANDOVER PARK EAST TUKWILA, WA 98188 ILDING ZONE "X" DENOTES AREAS SUBJECT TO. MINIMAL FLOODING: FEET) FEET) THE ABOVE STATEMENT IS FOR INFORMATION ONLY.AND THIS SURVEYOR ASSUMES NO. LIABILITY FOR THE CORRECTNESS OF THE. CITED MAP(S). IN ADDITION, THE ABOVE STATEMENT DOES • NOT REPRESENT THIS SURVEYOR'S OPINION OF THE PROBABILITY OF FLOODING. PARKING ALUMINUM DISC IN MONUMENT WELLS 390.04' (n w Z 0 City sill FOR:. : cSianical Iicctrical Numbing •as Piping of Tukwila DIVISION PORTION OF NE 1/4 SE 1/4 SEC26, T23N, R4E, W.M., OOK 1 OF SURVEYS PAGE 43, RECORDS OF KING COUNTY PARCEL # 262304-9115 MAP COORD: 04-23-26—SE :C0 av 15:3V - 1 REVISIONS No changes shaft bo made to the scope of work withol.:i prior approval of Tukwila Building Division NOTE: Revisions wiil require a nsw plan submittal and may include additional pian review fees. ALUMINUM DISC IN MONUMENT WELLS 36'± WIDE D W ELECTRIC VAULT CABLE . TELEVISION RISER ELECTRIC JUNCTION BOX TRAFFIC SIGNAL PB'S TRAFFIC SIGNAL PB TRAFFIC SIGNAL PB 33''± WIDE DLW TRAFFIC SIGNAL Plan Per LEGEND: (X) - QUANTITY (XXX) - RECORD DATA PER LEGAL . DESCRIPTION C.L. - CENTER LINE D/W - DRIVE WAY E. - EAST EC - ELECTRIC CABINET EM - ELECTRIC METER ET — ELECTRIC TRANSFORMER FD. - FOUND FH - FIRE HYDRANT GP - GUARD POST GTS - GAS TANK STORAGE GV - GAS VALVE LP - UGHT POST LS - LICENSED SURVEYOR N. - NORTH NE. - NORTHEAST NW. - NORTHWEST OH - OVERHANG PB - PULL BOX P.L. - PROPERTY LINE PO - POINT OF ORIGIN POB - POINT OF BEGINNING PS -. PARKING. STALL S. - SOUTH SCO - SEWER CLEANOUT -SD- - STORM DRAIN UNE SDI - STORM DRAIN INLET .. SE. - SOUTHEAST SN - SIGN SW. - SOUTHWEST TYP - TYPICAL UVLT - UTILITY' VAULT W. - WEST w/ - WITH WV - WATER VALVE O O U -1 m D w cn o co LE copy OF BEARINGS) ICITY OF ILA \/ICINITY MAP NO SCALE 0. 0 0 x m BASIS OF BEARINGS: THE BEARING OF NO -1'47'28"E ALONG THE CENTERLINE OF ANDOVER PARK EAST PER AS SHOWN ON THE RECORD OF SURVEY FILED IN BOOK 1 OF SURVEYS, PAGE 43 IN THE CITY OF TUKWILA, COUNTY OF KING, STATE- OF WASHINGTON: WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. ITEMS CORRESPONDING TO BY: FIRST AMERICAN TITLE COMPANY 18500 VON KARMAN AVE, SUITE 600, IRVINE, CA 92612 (949)885-2400 THE FOLLOWING ITEMS WERE FOUND IN SAID MAP. COVENANTS AND AGREEMENTS LISTED AFFECT THE SUBJECT PROPERTY, CONTENTS 0— THIS ITEM HAS BEEN INTENTIONALLY SCHEDULE "B": FILE NO.: NCS-786403-SA1. TITLE OFFICERS: PATTY BEVERLY, KATHRYN WOOD, RON CIARAMELLA, GIBSON REESE DATED: MARCH 30, 2016 COMMITMENT AND ARE REFERENCED ON THIS HEREON CONTAIN NUMEROUS ITEMS THAT SHOULD BE REVIEWED TO DISCERN SPECIFICS DELETED. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED 5 FEBRUARY 29, 1972, RECORDING INFORMATION: 7202290162; IN FAVOR OF CITY OF TUKWILA, FOR DRAINAGE AND UTIUTIES. THIS ITEM UES WITHIN ANDOVER PARK EAST AND MINKLER BOULEVARD AND IS PLOTTED HEREON. 6QEASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN. RECORDING INFORMATION: NOVEMBER 13, 1974, UNDER RECORDING N0. 7411130761, FOR INGRESS AND. EGRESS. THIS ITEM AFFECTS THE SUBJECT PROPERTY AND IS PLOTTED HEREON. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN RECORDED APRIL 7 21, 1975, RECORDING INFORMATION: 7504210345, N FAVOR OF CHICAGO, MILWAUKEE,. ST. PAUL AND PACIFIC RAILROAD COMPANY, A WISCONSIN CORPORATION, OREGON -WASHINGTON RAILROAD & NAVIGATION COMPANY, AN . OREGON CORPORATION AND ITS LESSEE, UNION PACIFIC RAILROAD COMPANY, A UTAH CORPORA -110N, FOR THE RIGHT TO INSTALL, MAINTAIN AND. OPERATE STANDARD GAUGE RAILROAD TRACKS IN ACCORDANCE WITH A PLAN ADOPTED AS A PART OF A RAILROAD SERVICE AGREEMENT FOR ANDOVER PARK AS HERETOFORE ENTERED INTO BETWEEN THE PARTIES ON AUGUST 28, 1961 THIS ITEM AFFECTS THE SUBJECT PROPERTY AND IS PLOTTED HEREON. g�— THIS • ITEM HAS BEEN INTENTIONALLY DELETED. 9 EASEMENT; INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED MARCH 13, 1997, RECORDING INFORMATION 9703130879, IN FAVOR. OF CITY OF TUKWILA, FOR CONSTRUCTION AND MAINTENANCE AND. USE BY THE PUBLIC SIDEWALKS. THIS ITEM AFFECTS THE SUBJECT PROPERTY AND 'IS PLOTTED HEREON. 15 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN FOR DRAINAGE AND UTILITIES RECORDED MAY 19, 1968, RECORDING INFORMATION 6355530. IN FAVOR OF CITY OF TUKWILA. THIS ITEM UES WITHIN ANDOVER PARK EAST AND IS PLOTTED HEREON, ALSO CONTAINS A 15' FEET EASEMENT THAT AFFECTS THE SUBJECT PROPERTY AND IS PLOTTED HEREON: • ITEMS #'S SHOWN HEREON ARE STATED AS EXCEPTIONS ON ABOVE REFERENCED COMMITMENT. NO RESPONSIBIUTY FOR THE COMPLETENESS, ACCURACY, OR CONTENT OF SAID REPORT.IS ASSUMED BY THIS MAP.. LEGAL DESCRIPTION: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE. CITY OF TUKWILA, KING COUNTY, STATE OF WASHINGTON, AND BEING PARCEL 3 AS SHOWN ON THAT CERTAIN SURVEY MAP ENTITLED RECORD OF SURVEY, PORTION NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., FILED FOR RECORD IN BOOK. 1 OF SURVEYS AT PAGE 43, RECORDS OF KING COUNTY, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWESTERLY CORNER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; NCE SOUTH 88'12'32" EAST 30.00 FEET TO THE POINT OF ORIGIN OF THE CENTERLINE OF THE P-17 DRAINAGE CHANNEL, WHICH CHANNEL CONTINUES SOUTH 88'12'32" EAST TO ITS TERMINUS AT THE r vlol�• `1 royal is subject to errors and WESTERLY MARGIN OF CHRISTENSEN ROAD; i€1iO1INUING SOUTH 8812'32" EAST ALONG SAID P-17 DRAINAGE CHANNEL CENTERUNE, 360.00 TRAFFIC SIGI`Tnal of construction documents does not FEET t11d�PI IA-10�2TH 01'47'28" EAST 69.00 FEET IN OF MINKLER BOULEVARD, AND THE e or ordinance. PARCEL TO BE DESCRIBED HEREIN; THH CFfC(DM SAID TRUE POINT OF BEGINNING NORTH 01'47'28'. EAST 427.57 FEET; `R IRVEI UNDER RECORDING NO. 6355 30 IN VOLUME 5095, WESTERLY 65 AND 66 STORM DR fit TO THE NORTHERLY MARC I?tion of any adop#ed cod TRUPOINT OF BEGINNING OF THE P C of approved Field CII I hand conditions ' ANDOVER R isaC n PARK EAST, AS ELECTRIC VAULT \ - THENCE ALONG SAID WESTERLY MARGIN' SOUTH 01'47'28" WEST 377.57 FEET; �, THENCE ALONG A CURVE TO THE RIGHT, TANGENT TO THE PRECEDING COURSE, HAVING A RADIUS OF 50.00 EET AND A CENTRAL ANGLE OF 90'00'00", AN ARC DISTANCE OF 78.54 FEET; AV -A,THENCE NORTH 88'12'32" WEST 436.50 FEET TO THE TRUE POINT OF BEGINNING. ELECTRIC JUNCTION B 75.3'.7 24.00' W/ WV S (TYP w N88'13'OO"W (N8812'32"W) s TRAFFIC SIGNAL PB Date: TRAFFIC. SIGNAL PB'S TRAFFIC SIGNAL POLE STORM DRAIN MH STORM DRAIN MH TRAFFIC SIGNAL PB N8813'00"W (S88 -12'32"E) N8813'00"W 360.00' PO` POB CL P-17 DRAINAGE CHANNEL 7 SW COR NE 1/4 SE 1/4 SEC 26 z ca 436.34' (436.50') SPACE TABLE TYPE OF SPACE TOTAL EXISTING STANDARD 87 HANDICAP 0 TRUCK BAY 6 TOTAL 93 w ID 0 0 w 0 H (4 WINKLER r- 506 37' (A 78' WIDE PUBLIC RIGHT OF WAY) I ml -' Q Z > C7 N U 1- J wI-- v w LU w -J a F - x c5 J a O w H t N F- J >- UTILITY VAULT STORM DRAIN INLET ALUMINUM DISC IN MONUMENT WELL City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2016 UTILITY NOT . City of Tukwila THE UNDERGROUND UILDING DIVISION LINES ARE APPROXIMATELY SHOWN HEREON PER AVAILABLE MAPS AT THE TIME OF SURVEY. CONTRACTOR MUST VERIFY LOCATIONS PRIOR TO DIGGING. SURVEYOR'S CERTIFICATE: TO: LBA NCC -COMPANY 111, LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS SUCCESSORS AND ASSIGNS, ALLIANZ LIFE INSURANCE COMPANY OF NORTH AMERICA, ITS SUCCESSORS AND ASSIGNS & ALLIANZ REAL ESTATE OF AMERICA, LLC AND FIRST AMERICAN TITLE INSURANCE COMPANY ED <.'P ^� � ty»'oaG)kl' 1 P R.K. E.c{°:s THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABUSHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2, 3, 4, 6, 7(A), 7(B)(1), 7(C), 8, 9, 10(A), 13, 14, 16, 17, AND 18 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON MARCH 14, 2016. MAP PLOT 3/31/2016. 111 RECEIVED f- I TY OF TUKWI , LARRY F., . s LER REGISTER AND SURVEYORS NO. 018912 EXPIRATION: 3/15/2018 STATE OF WASHINGTON OCT 1 4 2016 R ► \ITER 5/55 TYP. AT 8'-0" O.G. ALONG 5/55 • 12 LOCATIONS ALONG TYP. ALONG A 380' -Co 14 BAYS @ 241-C' = 336-0" TYP. AT EA. GLB ALONG 2/555 ( I I /55 32 LOCATIONS ALONG [8' O.G. EXCEPT AT GLBO 22'-0° Ids I 1 ld!I 1119111 Idi11 11dII I I MPI l Id. 1119 I 1 I91PI 1 191 I I 13 1 1191`1 1 I9! I 119111 MPI 1 I9' 1119! 1119iP V! V! VIP V� � 91 V!P � V! YI aP� VI Vi !VP V' V' � IViP VI VII VIPs VI V' V'P' V' _i I v,P V� V' V'P �Q, � _Ia1—,—a1a1—:a1a1 aJa1 I LIa!I I IdII I1-, 111,1111 Idll 1 I, I Id:I11 Id11 I I I I I Ie11 I I'll 1 1 11;111 l I;II11 �! I 11'111 11,11111 ! 11 I;II I Ia1I 111111a!IIat I l I l 1:111 11;11112111.1;111 I Ia1U.l [111.1191TiII1HI"I1li11191_1111111'111911111'111°111iI `1111'1111111°i19111li191119111, 1:11!1°Illlii1.°i °.1!111'--�iI11 1°IIIIy1111 1 1.1911111111 '11 111111 111 11111°111‘11J, — ! 3/55 Ielh VIP 1 91P I I I I I II on1S I f' `/a! 71-4:2"x ",t.--671- ick n4 /4 —i— — —i Ali I — Ili I -- — — --- - -- ----- — —--- j !; X 55 AT EAST -NEST GLB T e_h —alp ------ e_ _ _ i+ays; fk..0I Ii— — --i— 7-7------"h---�— 91v ! VIP I U1P I I I I ! ! ! ! ! I I I 1 AIL I ' 32 LOCATIONS ALONG 18' 0.G. EXCEPT AT SW 1 ! ! I 11,7-- _ - --- --- — - - - - — -g— - - --- — -- -- - - — V1P — ViP ! 1 — — — — elh — d h— — elh ilv ! --g--- e'h v1P T i ! I I air, ----- ---- 1 1 1 ! 1 ! 1 ! I 1 QIP — l — IL — I V P IT I dlh L. — i — — — I — — — p— — —�— VP — — �� • _ Alt d dh T' I � I T ! ! I 1 I 1 I I I �� — I-- — —I— — —I— — —I— —I— — =!— — —1— — — - ----. — 5 0.C.E teal; TA SL12--------- I I I B 6 1 I n -Ai I I ed1�—e1,eed de——del dl 1►t—1 — ei i i—e,11—1i dI l—dl i l l iI I Id dl I dd 11tSIiTUd1�d1vldLI,dLAlIut .dIIIait VlluiIrAilL1ehlIII II,dllil.l 11111c. 111111 41 1a111-1.l111Irili Ill—11QAiiIuk rkIit—dLQ Ai dhl1J21L1Idlhl1L1lLTririd V1P C 6Qt.JC (�Tr� /tJF:vJ )...tea ;,7-3P; - 4Ac,S R ED DOT ORPORATION 745 ANDOVER PARK EAST TUKWILA, WA T 1 >E SEE 17/55 FOR ROOF DIAPHRAGM STRENGTHENING PLAN 5/55 12 LOCATIONS ALONG O Trp. AT 8'-0" O.G. ALONG OT 5/55 - (30 LOCATIONS) TYP. AT GLB HINGE ALONG 4/55 19/55 V TYP. ALONG OAT EAST -WEST GLB 8/55 14/55 14/55 w% 4 14/55 14'55 ROOF FRAMING FLAN 14/55 SCALE: I/16" = V55 52 LOCATIONS ALONG 13 8' 0.0. EXCEPT AT GLB 2/55 TYP. AT EA. GLB ALONG 13 EXGEPT WHERE 14/55 OG 14/55 00000 TYP. ALONG 4/55 0000000 (35 LOCATIONS) b16 -028z REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2016 City of Tukwila BUILDING DIVISION RECEIVED .31 "'Y OF TUKWILA OCT 1 4 2016 PERMIT CENTER CUSTOMER: KONECRANES-US91049216 SITE ADDRESS: RED DOT 495 ANDOVER PARK E, SEATTLE, WA 98188 SCOPE OF WORK: 10 TON BRIDGE CRANE RUNWAY \ - Si 1 GENERAL 1. ALL BUILDING MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE IBC 2015, CURRENT WA BUILDING CODES INCLUDING ALL CURRENT AMENDMENTS AND OTHER LOCAL CODES AND SAFETY LAWS CURRENTLY IN FORCE. 2. MATERIALS 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS UNLESS NOTED OTHERWISE 3. EPDXY 4. GROUT CHANNELS, FLAT BAR AND ANGLES WIDE FLANGE SHAPES S BEAMS PLATES BOLTS NUTS FLAT WASHERS ANCHOR BOLTS TUBING ASTM A-36 A992 (Fy=50 ksi ) A-36 A-36 A325 A563 ASTM F 435 F1554 -Grade 36 & GRADE 55 A-500 HILTI HIT-HY 200 HILTI RE -500 SD (ICC -ESR 2322) HILTI CB -G MG GROUT OR SIMILAR NON SHRINK GROUT 5. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH MINIMUM STRENGTH OF f c=4000 PSI AT 28 DAYS. SPECIAL INSPECTION IS REQUIRED AS PER SECTION 1704& 1705 IBC 2015 CEMENT SHALL BE TYPE 1 OR TYPE II CONFORMING TO ASTM C-150 6. REINFORCING STEEL ALL REINFORCING DEFORMED BARS NO 5 AND LARGER SHALL CONFORM TO ASTM A615, GRADE 60 AND NO. 4 AND SMALLER SHALL CONFORM TO ASTM A615 GRADE 40 MINIMUM CONCRETE COVER BETWEEN REINFORCING BARS AND FACE OF CONCRETE SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST EARTH FORMED CONCRETE SURFACE EXPOSED TO WEATHER OR EARTH 2" 3" REINFORCING BARS SHALL LAP 30 DIAMETERS MINIMUM AT SPLICE INLESS OTHERWISE SHOWN 7. SUBGRADE AND SUBBASE 1. COMPACT TOP 6" OF EXPOSED NATURAL GRADE AND ALL REQUIRED FILL TO 90% MAXIMUM DENSITY 2. ALL EXISTING NONCOMPACTED FILL SOILS AND DISTURBED NATURAL SOILS ARE TO BE EXCAVATED AND PROPERLY COMPACT 3. A FOUNDATION INVESITIGATION REPORT IS REQUIRED FOR ORGANIC CLAY. ALLOWABLE SOIL BEARING PRESSURE IS ASSUMED TO BE 1500PSF. ASSUMED ALLOWABLE SOIL BEARING PRESSURE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN AS ASSUMED, NOTIFY RAMSEY MACHINE SERVICES OF POSSIBLE FOUNDATION REDESIGN." 8. FIELD WELDING SHALL BE DONE BY A CERTIFIED WELDER USIN WECbIN ECTRODES SHALL BE TYPE E70XX 9. CRANE - NWAY TO B OAD TES HY GEN ELEC AT 125% OF ,. ED CAPACITY S'*ECIAL INSPECTIDNS CIF APPLICABLE) I\DEX NOTES S1 PLAN VIEW S2 ELEVATION S3 END ELEVATI❑N S4 COLUMN SS RUNWAY BEAM S6 DETAILS S7 DETAILS S8 FOOTING S9 END STOP LOADS / SECTION 1603,1,5 SPECIAL LOADS SEISMIC IMPORTANCE FACTOR I SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE RESISTING SYSTEM L❑NtITUDINAL FORCES RESISTED BY KNEE BRACES LATERAL DIRECTI❑N INVERTED PENDULUM DESIGN BASE SHEAR LONGITUDINAL DIRECTION 7.17K LATERAL DIRECTION 2.03K SEISMIC M❑DIFICATI❑N C❑EFFICIENT LONDITUDINAL DIRECTION R=1 LATERAL DIRECTI❑N R=2 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE ANALYSIS (ASD) SEISMIC RISK CATEGORY II SITE CLASS D yds = .967 Sdl = .541 SOIL BEARING 1500 PSF (SEE NOTE ABOVE) 7/27/2016 Design Maps Summary Report MUMS Design Maps Summary Report User -Specified Input Report Title Red Dot Wed July 2.7, 20.16 23:46:05 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.44617°N, 122.27164°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 1.450 g Si = 0.541 g SMs = 1.450 g SMI = 0.811 g Sos = 0.967 g Sox = 0.541 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.65 1.50 1.35 1.20 1.05 0.50 0.75 0.50 0.45 0.30 0.15 0.00 0.00 0.220 MCEQ Response Spectrum 0.40 0.60 0.60 1.00 1.20 Period, T (sec) 1.40 1.60 1,80 2.00 1.10 1.00 0.5 0.20 0.7 0.60 0.50 0.40 0.30 0.20 0.10 5.00 0.00 0.20 0. Design Response Spectrum 0 0.60 0.20 1,00 1.20 1.45 1.60 1.85 2.00 Period, T (sec) Although this Information Is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge, httpJ/ehpl-earthquake.cr.usgs.gov/designmaps/us/sum m ary.php?template=minimal&latitude=47.44616665744(X)4&1 ongi tude=-122.27163884468315&siteclass=... 1/1 10 TON WORKSTATION CRANE RUNWAY MODIFICATION w W CD a w i - Q 0 d d d d 0 z DESIGNED: Kt, RAMSEY 0_ 0 0 w 0 w x U fD N DESIGN BASE SHEAR LATERALLY=3.959 LONGITUDINALLY=7,039 MATERIALS PERI❑DIC INSPECTION C❑NTINU❑US INSPECTI❑N REFERENCE GADS / SECTION 1603.1.8 SPECIAL LOADS FIELD WELDING Fillet Welds < 5/6" xx ALL OTHER WELDS HIGH STRENGTH BOLTS (INSPECT CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES REINFORCEMENT AND VERIFYING PLACEMENT IFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES TECHNIQUES �NSPECT FORMWORK ERIFY USE OF DESIGN Injo MIX PRIOR TO PLACEMENT RICATE SPECIMENS FOR STRENGTH TEST. ERFORM SLUMP AND AIR TEST AND DETERMINE TEMPERATURE OF CONCRETE XX XX 1908,6, 1908,7, 1908.8 MAX WHEEL LOADS (•TATIC) = 12.387K MAX HEEL LOADS (W/ IMPACT) = 13.46K VER XX 1908.4 L IMPACT FA OR LATERAL TADS =10% = 1.07K XX 1908.9 LONGITUDINAL DADS = 2.69K BRIDGE CRA WGT. =6.611 K TRO Y WGT. = 1,47K XX ACI .318 XX ACI 318 CHAPTER 19 XX 1908.10 (\IlsPrs\Kim Ramsey\Droobox\CUSTOMER - JOBS\Red Dot\Fabrication\FABRICATION DRAWING.dwg, 11/16/2016 4:10:04 PM, DWG To PDF.pc3, FABRICATION SET, REVISION 1 CORRECTION LTR# 7 TABLE 1.4.1-1 ITEM FIGURE OVERALL TOLERANCE MAXIMUM RATE OF CHANGE CRANE � PAN MEASURED AT CRANE WHEEL CONTACT SURFACE L550' A=6" y" L> 50' < I O(1' A= e L>100' A= X"' )" IN20'-0" 4 J , g _ ' " 4 STRAIGHTNESS- (13) +El g = %" 8 y" IN 20'-0' 4 I I ELEVATION (C) +c (-c TOP RUNNING SPAN L to 16 L>50.5.100' D=±3/"N/A L>>100' D=t " RECEIVED[ OF TUK'WIL I ' i i r TRANSVERSE RAIL TO RAIL ELEVATION J G TRANSVERSE GIRDER GIRDER TO ELEVATION ELEVATION UNDER NNING PPP"` V yNC EVIEWED FOR CODE COMPLIANCE APPROVED CITY I SPAN L i I D, 1- 0 W CCQ C/) Lif LU ZQ QW CC LLJ Z 0 iY 0 w a w cc 0. 0) C9 z_ 0 0 0 rY 0 1- a O Z LL (/) W 4 UE N DO > U LU cho- C!) °° N W Z¢ 0 =J U¢ Qm 0 } } }w a ca v.) o a Gtz LUXE a ( <503 0 z_ v 0) a N N 0 PROJECT: 8012 US91049216 NOV 2 2 2016 City of Tukwila ILDING DIVISION NOV 18 2016 PERMIT CENTER SHEET NOTES EXISTING WALL TYP. W18 X 76 -C15 X 33.9 CAP CHANNEL RUNWAY BEAM TYP. 30# ASCE RAIL 4' w z d w G m z 0 0 K.L.RAMSEY AY MODIFICATION ac ro th iu 0 U 43 0 z 10-12-2016 CRANE POWER BAR TYP. 30# ASCE RAIL TYP. W18 X 76 -C15 X 33.9 CAP CHANNEL RUNWAY BEAM o. csJ 0 d C3 Ua Z Ctj W CC m W 0 to W g z U Q U9 Q z 2 d m >- 0 }W o w E as D: a to 0) o u, vr co N C 29' S,_3„ C:\Users\Kim Ramsey\Dropbox\CUSTOMER - JOBS\Red Dot\Fabrication\FABRICATION DRAWING.dwg, 10/12/2016 10:06:41 AM, DWG To PDF.pc3, FABRICATION SET, REVISION 1 PROJECT: 8012 US91049216 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2016 City of Tukwila BUILDING DIVISION SHEET S'I RECEIVED CITY OF TUKWILA OCT 142016 PERMIT CENTER EXISTING WALL TYP. ANCHOR 23 1/2' SEE 4/S7 \\\ 1%4'v 3'-0$' 31/4" TYP, W18 X 76 COLUMNS TYP, 3-1/2' X 3-1/2' X 34 DOUBLE ANGLE WITH 3' PLATE AND 2X 3✓4'O A325 BOLTS EACH END TYP, 1' X 22' X 22' BASE PLATES 1-1/2' NON SHRINK GROUT 1-1/4' ANCHOR BOLTS A-36 WITH 3/4" X 3Y' X 1' PLATE X 21' EMBEDMENT 2'-6' n C:\Users\Kirn Ramsey\Dropbox\CUSTOMER - JOBS\Red Dot\Fabrication\FABRICATION DRAWING.dwg, 10/12/2016 10:06:46 AM, DWG To PDF.pc3, FABRICATION SET, REVISION 1 Z cc W z 0 W 0 it z O 0 w O 10-12-2016 TYP, 7'-6" X 7'-6' X 2'-0' F❑❑TING WITH 9X # 6 REBAR BOTH WAYS EQUAL SPACING TOP AND BOTTOM 0 v 0 N C Ua Z d V1 g W 051 =7 Col Ce 0m W CO tc-o- W Z a U 0 0 0 z. m W O. t cn El El2 z ce5 0. < 0 to f9 u z QN � N C PROJECT: 8012 S9104921 2 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2016 City of Tukwila BUILDING DIVISION Rf CE1VE© CITY OF T UKWILA OCT 1 4 2016 PERMIT CENTER 2 0 RUNWAY MOINF t0 • LOWEST POINT 22'-5' TOP OF RAIL 18'-8' 1'-6 11 1 MAX HOOK HEIGHT 17'-7%i(3' END ELEVATION i1 1i TYP. 30# ASCE RAIL TYP, Ye PLATE STIFFENERS CENTERED OVER COLUMNS TYP, 4X 3/441, A325 BOLTS ON BEAM GAGE BOTTOM OF RUNWAY BEAM 16'-11` 7'-6" C:\Users\Kim Ramsey\Dropbox\CUSTOMER - JOBS\Red Dot\Fabrication\FABRICATION DRAWING dwg, 10/12/2016 10:06:51 AM, DWG To PDF,pc3, FABRICATION SET, REVISION 1 Li-tj [DESIGNED. Kt. RAMSEY Ii 10-12-2016 0202 h 0 W LL' 0 0 0 0 F- a 0 Z � LL 5 W UA IX (73m Wim' 13,- WW g N Z0 Q U Q z J m Y W m a 2 1Ix5 a Q N u) t7 0 z m N N PROJECT: 8012 US9I0492'1 SHEET S3 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2016 City of Tukwila BUILDING DIVISION R► CEIVED CITY OF TUKWILA OCT 1 4 2016 PERMIT CENTER 12'-68" BOTH SIDES 2 PLACES IOU C:\Users\Kim Ramsey\Dropbox\CUSTOMER - JOBS\Red Dot\Fabrication\FABRICATION DRAWING.dwg, 10/12/2016 10:06:56 AM, DWG To PDF.pc3, FABRICATION SET, REVISION 1 DRAWINGS PREPARED BY: 0 N 0 Q - Z ui `_i W8 Ug CC (73m ▪ V Z Q' U• 2 2m ▪ Q' ,,^ ° eV J = z Q et > N N PROJECT 8012 IJ ;9104921 S4 R:, C. LVED CITY aF ' UKWILA REVIEWED FORT1 CODE COMPLIANCE APPROVED NOV 2 2 2016 City of Tukwila BUILDING DIVISION OCT 142016 PERMIT CENTER TYP> 52" W18 X 76 & C15 X 339 X 40' TYR W8 X 24 END STOP 4: 1 d d otic"o: Kt, RAMSEY to N 2 o 33'-54" 36'-114" 8'_7" 7'-5" RUNWAY BEAM TYP, 016" 4 37'-7" 36'-5 10-12-2016 Tr, 18' CCNAMJDUS AT ENDS r p. 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RAMSEY 0 r tu 10-12-2016 (0. 4 PCS. 1/2" PLATE COLUMN STIFFENER PLATE 4 PCS. 1/2" UPPER BRACE PLATE TYP, R8 -7N PROJECT! 8012 `U 9104q 1 0 4PCS. 1/2" LOWER BRACE PLATE 8 PCS. 1/2" PLATE RUNWAY STIFFENERS SHEET S6 C:\Users\Kim Ramsey\Dropbox\CUSTOMER - JOBS\Red Dot\Fabrication\FABRICATION DRAWING.dwg, 10/12/2016 10:07:06 AM, DWG To PDF.pc3, FABRICATION SET, REVISION 1 CODE COMPLIANCE APPROVED NOV 2 2 2016 City of Tukwila BUILDING DIVISION C NED CITY OF UKWIL \ OCT 1'i2016 PERMIT CENTER 8 PCS. 3-1/2' X 3-1/2' X Y,' X 5'-6 5' 48' 5' 1 ' RUNWAY MODIFICATION O z -4 0 0 3' 10-12-2016 4 PCS. 3/4" TOP PLATE 8 PCS. 3-1/2" X 3-1/2" X 1/4" STEEL ANGLE 1,-81„ 1'-10„ 12" 23 1/2" 11 111 Y2t'„ 3 74" H3Y4» blot& 02092=20 4 16 PCS. 1 1/4" X 29" ANCHOR 4 PCS. 1" A-572-50 BASE PLATES C:\Users\Kirn Ramsey\Dropbox\CUSTOMER - JOBS\Red Dot\Fabrication\FABRICATION DRAWING.dwg, 10/12/2016 10:07:11 AM, DWG To PDF.pc3, FABRICATION SET, REVISION 1 PROJECT: 8012 US91O49216 SHEET S7 REVIEWED FOR CODE-COMPLIAN APPROVED NOV 2 2 2016 City of Tukwila BUILDING DIVISION CEIVED F T UKWILA OCT 1 4 2016 PERMIT CENTER FOOTING 9X # 6 REBAR BOTH WAYS TOP AND BOTTOM 2/_0„ 7'-6„ 1 7 6" TYP} 3" CL LAR TYP, 3" CLEAR z w z IX U w t9 D m z 0 1- 0 1 RC1, C1 z 0 d 4® DESIGNED:K.L. RAMSEY iii 10-12-2016 2 SHEET REVIEWED FOR CODE COMPLIANCE APPROVED C\Users\Kim Ramsey\Dropbox\CUSTOMER - JOBS\Red Dot\Fabrication\FABRICATION DRAWING.dwg, 10/12/2016 10:07:16 AM, DWG To PDF.pc3, FABRICATION SET, REVISION 1 NOV 2 2 2016 City of Tukwila BUILDING DIVISION S8 R CITY CEIVED F TUKWILA OCT 1 ! 2016 PERMIT CENTER .._......................... DESIGNED: K.L. RAMSEY DRAWN: 0 U w o U END STOP PLATE 2 PIECES 1" PLATE 10-12-2016 END STOP PLATE 4 PIECES 3/4" PLATE PROJECT: 8012 JS91049216, SHEET REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2016 - C:\Users\Kim Ramsey\Dropbox\CUSTOMER -JOBS\Red Dot\Fabrication\FABRICATION DRAWING.dwg, 10/12/2016 10:07:21 AM, DWG To PDF.pc3, FABRICATION SET, REVISION 1 City of Tukwila BUILDING DIVISION OC CEIVED F TUKWILA 1 4 2016 PERMIT CENTER