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Home My WebLink AboutPermit D02-020 - KING COUNTY AIRPORT HANGARThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D02 -020 King County Airport Hangar 8701 East Marginal Way South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 185, 190 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. D02-020 KC Airport Hanger 701 E Marginal Wy S ■ 41,111M N, ' . ( s'` # City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Z Parcel No.: 2824049007 Permit Number: D02 -020 ' 'E- w Address: 8701 EAST MARGINAL WY S TUKW Issue Date: 05/08/2002 D Suite No: Permit Expires On: 11/04/2002 U O N 0 Tenant: to Name: KC AIRPORT HANGER PROJECT .' Address: 8701 EAST MARGINAL WY S, TUKWILA WA w O Owner: g Name: KING COUNTY Phone: Lt. <; j Address: REAL PROPERTY DIVISION, 500 KC ADMIN BLDG N = d I I— W = Contact Person: Z F. Name: JULIE LAWTON Phone: 206 628 -3150 I- O Address: 1201 THIRD AVENUE, SUITE 2350, SEATTLE, WA w I- 2 D Contractor: Name: SELLEN CONSTR CO INC Phone: 206 - 682 -7770 O' Address: PO BOX 9970, SEATTLE, WA — w W Contractor License No: SELLEC *372ND Expiration Date: 06/01/2002 - c Li- 0 DESCRIPTION OF WORK: w Z { RELOCATION OF ONE 8 POSITION 'T' HANGER (HANGER #2 - 15,456 SQ FT). c) N '. PUBLIC WORKS ACTIVITIES INCLUDE: CURB CUT /ACCESS, FIRE LOOP, LAND ALTERING, DRAINAGE, SANITARY SIDE I' i SEWER, Z WATER SERVICE RECONNECT INTO THE EXISTING WATER METER, CHANNELIZATION /STRIPING AND STREET USE. Value of Construction: $750,000.00 Fees Collected: $7,974.81 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: II -N Occupancy per UBC: 0025 i Public Works Activities: ■ Curb Cut/Access /Sidewalk/CSS: V Fire Loop Hydrant: Y Number: 0 Size (Inches): 04 Flood Control Zone: N ,1 Hauling: N Start Time End Time: i'ae 44 Land Altering: Y Volumes: Cut 25500 c.y. Fill 3500 c.y. '` Landscape Irrigation: N ?.;4 -;%=: Moving Oversize Load: N Start Time: End Time: �( Sanitary Side Sewer: Y ' t�` `'.. i Sewer Main Extension: N Private: N Public: N 1 ? .s ..,;.,t Storm Drainage: Y;:, Street Use: Y ' Water Main Extension: N Private: N Public: N ,' ± ` '" Water Meter: �q �sF'. *' :4 doe: Devperm D02 -020 Printed: 05 -08 -2002 7; : � t;, . . ., W .. . i 1 ` .......---........... • (5 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1 z Permit Center Authorized Signature: ca "le-16e-e't Date: . '�_. Z` ,3d ct W I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and 6 D ordinances governing this work will be complied with, whether specified herein or not. U O w o i The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws w = z regulating construction or the rformance of work. I am authorized to sign and obtain this development permit. 1.- r % .- ./ O Signatde: . -/ � Date: � . c g l Print Name: �%; V41 � //1/ , ., HW : I — This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is ? F— suspended or abandoned for a period of 180 days from the last inspection. Z O' L W D O -- . C) oI-- w I ZS 1, o Z P _ z } i . f .. y{' , i F.„.(11:41c,fig.14 I ;"1 r i �� .t ••�, -TT,. '1 ' 4,01`y"+ i'� , Y� �K� y , ( �j, iiz doc: Devperm D02 -020 Printed: 05 -08 -2002 - ..-K A . r ��: t J Le+i..w:ff.J.L....L 1 1 J CityofTukwi1a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z i Parcel No.: 2824049007 Permit Number: D02 -020 ' . F = - Z Address: 8701 EAST MARGINAL WY S TUKW Status: ISSUED W 2 S No: Applied Date: 01/23/2002 J U Tenant: KC AIRPORT HANGER PROJECT Issue Date: 05/08/2002 U O J = { 1: ** *BUILDING DEPARTMENT * ** co LL 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. w 0 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by 2 that agency, including all gas 5 piping (296- 4722). w d 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be = w inspected by that agency 1 H (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. W O 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These w documents are to be D 0 . maintained and available until final inspection approval is granted. p co 7: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 0 H 8: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). = U 9: All high- strength bolting shall be special inspected (UBC - Sec. 306(a)6). i— rz 10: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). u O : . 11: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of ui N appointment of the inspection U = agencies encies rior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building p 1 g prior g� p P� p P p g Division in a timely manner. Z Reports shall contain address, project name, permit number and type of inspection being performed. 1 12: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 13: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 14: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 15: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code ' (1997 Edition), and Washington State Energy Code (1997 Edition). 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 of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval s of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to ,KY 1 give authority to violate or cancel the provisions of this code shall be valid. G�i, 18: All rack storage requires a separate permit through the City of Tukwila. Structural calculations stamped by a Washington State �. ' ' `a 1 g q p p g Y p Y g �:. licensed Structural Engineer are° _,. required for rack storage over eight (8) feet in height. �,,. i 19: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. "'' " 20: ** *FIRE DEPARTMENT CONDITIONS * * * 21: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. , Il;' ; , 22: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. :, a �Sm f doc: Conditions D02 -020 Printed: 05 -08 -2002 `' °` ` ,, ( 5 ) Cit of Tukwila Y Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that I-- Z the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the C floor shall not be less J v than 4 inches. U O 23: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign W stating, "Fire w = . Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) N ~ 24: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) W O . 25: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of 2 area. The extinguisher(s) g 5 should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3- N 1.1) = d 26: Maintain fire extinguisher coverage throughout. F' _ 27: * * * EXITS * * * - UFC Article 12 Z 28: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be z 0 0 locked, chained, bolted, W w. barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) j 29: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged ,0 ° from inside the tenant CI I— s pace. (UFC 1207.3) = w 30: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) I— U 31: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 u- 0 32: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1901) LLj Z 33: Fire hydrants are required as detailed in City Ordinance #1692. = 34: Local U.L. central station supervision is required. (City Ordinance #1901) 0 I— : 35: Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4 -1.2) Z 36: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention . . Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 37: 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 the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 38: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City - — Ordinance #1901) 39: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator 1 ' " � ' - 35; • valves (WIV), and Fire Department connection (FDC). (City Ordinance #1901) " � `?`; ti 40: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet ; wide. (NFPA 13- 4- 5.5.3.1) <a 5 �' 41: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic 5, `tid, „:3.4k identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 2 -7.3) 6 42: Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservior conditions. (City Ordinance #1901) 43: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and�� i g ta o-.* doc: Conditions D02 -020 Printed: 05 -08 -2002 ;■. S4Br dffi�nrn •-- w... µ, .R.,,..,. , . ,,, ... . ., ■ Va l Cit oetA. fp\ of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 #1901) 44: All new underground piping shall be hydrostatically tested. Test pressure shall be not less than 200 psi for 2 hours. The amount of leakage at the joints shall Z • not exceed 2 quarts per hour per 100 gaskets or joints. Contact Greg Villanueva, Utilities Inspector, Public Works Department, at a` (206)433 -0179 to make an appointment. (NFPA 24 -8- 9.3.1, 24 -8- 9.3.2) -I UO 45: Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in rn o width will require cn w installation of sprinklers thereunder. -I H 46: A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or N w 0 been damaged in any way can 2 be promptly replaced. These sprinkler shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in an cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A speical sprinkler wrench N a shasll also be provided w and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13 -2- 2.7.1, 2- 2.7.2) Z H 47: Sprinklers subject to mechanical injury shall be protected with listed guards. (NFPA 13- 2.2.7) Z 0 48: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or w adding sprinkler heads. 2 49: The fire department connection (FDC) shall be equipped with a 5" Storz fitting(s). (UFC 1001.10) U N 50: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1646 -NFPA 72 0 F- 51: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City w w Ordinance #1900. U. 52: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. w 0 (NFPA 72 -1- 5.5.4) Z w� 53: Local U.L. central station supervision is required. (City Ordinance #1900) U _ 54: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1900) F=- 55: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention . Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 56: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1900) � 57: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1900) 58: Key box - When access to or within a structure or an area is duly difficult because of secured openings or where immediate access is necessary for life- saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 902.4) . 59: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the 7 . alarm panel and local U.L. central ''`' station supervision is required. (City Ordinance #1900) ; 60: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped � with an automatic shutoff. ,L174 with s Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the r' main supply -air duct served . , by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in .I, accordance with the 0 .. manufacturer's installation instructions. (UMC 608) '. 61: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 62: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the�t atI M doc: Conditions D02 -020 Printed: 05 -08 -2002 :,.:. as::.b,r......a,:.i.,.,.<•, <., ...,.... ,. .., :,.....�.. w. � : x.,a +.n.h.etie +NDiA'lMi4Lp.HlK •.:, , ,y�iclts,r:5s:S i�Jw' NRC:?CaaT.M4hthtlnan wwnv.. w .. .. .... . . .... ....... .. _ . ... _ ..... ....... ....... "OA --''' • e ! ) City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1900. Z i 63: Duct smoke detectors shall be capable for being reset from the alarm panel. (City Ordinance #1900) • z • 1 64: In areas that are not continuously occupied, automatic smoke detection shall be provided at each control unit(s) location to Lu provide notification of fire at that location. (NFPA 1 -5.6) _i 0 65: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for co p access shall be placed in the w w lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. (City Ordinance #1900). - H 66: Duct detectors shall send a supervisory signal only upon activation. N u- O 5 67: ** *ELECTRICAL * ** UFC Article 85 - NPFA 70 - NEC 2 68: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 u.. < inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) w d. 69: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) H W 70: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) z H. 71: Doors into electrical control panel rooms shall be makred with a plainly visible and legible sign stating "ELECTRICAL ROOM" or I— O similar approved wording. (UFC W ~ 8509.3) 2 n 72: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) U CI 73: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers o H shall contrast with their W background. (UFC 901.4.4) H U 74: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not LL, 0 less than 20' wide and 13'6" Z vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of U to all portions of the 0 H buildings. (City Ordinance #1846) Z 75: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. ■ 76: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of constructino. (UFC 901.3) 4 77: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54, it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) 78: An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premisese upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion of the facility or building protected is in excess of 150 feet (45,720 mm) from a water supply on a public street, as measured by an approved route around the exterior of the faiclity or building, on -site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. (UFC 903.2) s . ) 79: Utility and detention vaults, located in fire apparatus access roads, shall be designed to withstand an outrigger load of 68 lbs. per �t� square inch. , nn� .�- w � 80: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 81: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 - "_ 4407. �+�Ai A . 82: ** *PUBLIC WORKS DEPARTMENT * ** ;f,,, THE CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILITY INSPECTOR MR GREG VILLANUEVA AT (206)433 -0179 OF , ! !►# COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN 4 " r 1., ADVANCE. ALL INSPEC- 'A a doc: Conditions D02 -020 Printed: 05 -08 -2002 . r.:.i 0- ,., ... w .... r . w... n..,..,...,.• n...• wn+.+... rt•. r 7. rtiw.+ srnns�:.a r: xr:.: vro. aw.» cruht. wr!+ I�(!r Y` r;++ 6 sx<aseroa.rxwa»•..w.M,^M!aea.w• - s v ..a•wrx...w,a.wm.. ., >rr,.•. n .... ...........:.. _. -..... .. . J t1MU1 A `a y F 5 x : .,�� City of Tukwila l' li Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 TION REQUESTS FOR UTILITY WORK MUST ALSO BE MADE MINIMUM 24 HOURS IN ADVANCE. Z 83: 1) The contractor shall obtain a Haul Permit from the City of Tukwila prior to beginning work on this project. 2) The contractor shall restore all disturbed traffic loops, conduits, and j -boxes to City standards. Z ' 3) The contractor shall provide handicap ramps per City standards at South 87th Place and the north driveway on sheet C -3.4. CC g 4) The engineer shall provide the City of Tukwila P.W. Department revised drawings of the driveway on sheet C -3.4. The revised t6iJ U drawing shall provide a minimum U 0 of 5 feet from face of curb to the signal pole at the northeast corner of the driveway. The drawing shall also show proposed pavement w 0 markings. The engineer w = shall provide a drawing showing truck movements making a right turn onto East Marginal Way South for a 50 -foot truck. co 1.— 5) The engineer shall provide the City of Tukwila revised drawings and calculations for the storm drainage treatment train, sheets C -3.6 w 0 and C -3.8. Storm water 2 shall not flow uphill! g 5 6) The minimum side sewer or storm drain line shall be 6 inches. u_ 7) The contractor shall provide intermediate traffic loops and advanced traffic loops per City standards on sheet C -6.1. CO w H 84: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to ? I the Inspector for Z O prior approval. iii 11,1 85: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for D p traffic control. Sweep or UO w otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector 0 Fes before 12:00 Noon on W W Friday preceding any weekend work. I 86: Any material spilled onto any street shall be cleaned up immediately. u 0 . 87: Clean and remove debris from City catch basin in and around hauling routes. Provide adequate temporary access as not to iii Z interfere with other vehicle movement U 2 or cause trucks to travel over curbs. All vehicles must make a complete stop prior to entering public right -of -way. ~ O I-- 88: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into Z existing drainage facilities. 89: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 90: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 91: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and ' prior to the Final Inspection. - 92: The Land Altering Permit Fee is based upon an estimated 25,500 cubic yards of CUT and 3,500 cubic yards of FILL. If the final quantity exceeds this amount, the �.' ±! developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. € ' 40 ., 93: The Land Altering Permit Fee is based upon an estimated 25,500 cubic yards of excavation. If contamination is detected, the land U1' . ; altering quantity and permit `",: °r °' j ` =: fee will change. The applicant will be required to calculate final quantities and pay the difference in permit fee prior to the Final . . Inspection. r 94: Driveway modifications shall be constructed in accordance with City standards. ''' `'F 95: Driveway shall comply with City commercial standards. Driveway width shall be a 25' minimum and 35' maximum. Slope shall , "'tis; `� be a maximum of 15%. Turning radii � Y shall be a minimum of 10 ' . ;;e F 96: Sidewalks and curb ramps shall comply with City standards. doc: Conditions D02 -020 Printed: 05 -08 -2002 :' ' " *...ICaI.'9a01.,,„,,, neux+'efj+• „n'arot..„,f +„{F.'7CP'C,R„„„is,„, ,„,„',R' ..„,,,t!""° „,..„,y,.„„, ,„,..s «„.,, . mr......._ .. .. , .. _... ....... , ,swAlp � alt of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 97: It shall be verified in writing to the City Utilities Inspector that the fire loop system for the building contains a State Department of ;z Health approved t double check detector valve assembly. This shall be done prior to the Final Inspection. z 98: All double check valve assemblies shall be approved by the State Department of Health. .� � 65 J U U O u) Q' I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances w =' governing this work will be complied with, whether specified herein or not. 1- v_ W O The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. u u. ¢ co d Signature: Date: Z = moo Print Name: f /l/!/ ' v /d /1 W W . D 10 rz W W: 2 r U — O ~' $ Via.' t ottim : doe: Conditions 002 -020 Printed: 05 -08 -2002 1 tas y CITY OFTUk'''ILA - ■ � % " .... �. v i� t ( 44 i Permit Center Project Number: 3 ) 6300 Southcenter Blvd., Suite 100 lik isoti� '� Tukwila, WA 98188 Permit Number: (206) 431 -3670 ' 1.)0� — 6 0 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Proj ct Na elTV). c , . Value of Construction: ' 4,,,,,ww,./.. .7 .- ), 0 a t74 Si e A dress (include suite er) �ity State /Zip: Tax Parcel Number: I' a�y� roil -may oAe /fri - eW, Pros rty Ow y/i7 I f o/li eed 7 d /r3 C9 � ; et A ress: City State /Zip: Fax II: 21Zy 9v ,7 ./. «4:o /��-� (k..,O, 0/1 fW.0i) Contrac I r: 'hone: „- ,,5----. s,- St eel ddress: City State /Zip: Fix I . o• /le b_t9/ A/ ai2dia_ei eg2z., Arcl 'tech P hone: Street Address City State /Zip: Fax 11: �, p/, id ��/r��'' .'� tiyA Frl __) L771 —o'c3 yy En inter ,1:6 �7, C M - 2Z- ff Z • Street Addre s : City Stale /Zip: Fax It: Q /2W i rd A s�r� a //r i/i - /./ 2) 421 -,5/6.30 i W C a erson Ph ne. 2 � � ,4 ,4 427iod/ '7 137,1 ; ' Street Address: y State /Zip: , Fax 11. U 0 /g 7 -41G,� (14/ / C> �� , X 7 4 / , e 7 . eriptio f wrn o e on (pleas a spe cifi ): J --____ .... -._ -__-_ _ - w o Existing use: ❑ Retail III Restaurant ❑ Multi family ❑ arehouse El j lospital L.L. ❑ Church El Manufacturing in Motel /Hotel ). Office -- 4toO ',/4 to Ci I ❑ School /College /University 21 Other F- _ Z 1-.. Proposed use: • El Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse 01- lospital O ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office Z I-- w ❑ School /College /University 71 Other _A�9Q�' / Building Square Feet: existing No. of Stories: Area of construction (sq ft): 0 a F- Will there be a change of use? .gl yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) w w w ,11/ / ''' I-- Will there be rack storage? CI �� yes k� no 1 j /' 4, A .- .i 41/ - ` - 4 . • 2...-1.. e E!- O frI ❑ if e ill Existing fire protection features: ,� ❑ sprinklers autornati ire a arm none LJ other (specify) CJ V F. _ Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ,Ell no Z 0 F- Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ® Fire Loop /Hydrant (main to vault) #: Size(s): ,�1 ttI4 Land Altering 0 Cut cubic yds. 0 Fill cubic yds. hS1 Landscape Irrigation ® Sanitary Side Sewer 1t: _ El Sewer Main Extension 6401L. fi Private 0 Public 9 Storm Drainage in Street Use El Water Main Extension 0 Private 0 Public Water Meter /Exempt It: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): _ ❑ Water Meter Temp It Size(s): Est. quantity: gal Schedule: ' ❑ Miscellaneous 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. ' 0,.,� Expiration of Plan Review - Applications for which no permit is issued within 180 clays following the elate of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in '' , _ , Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Application taken by: (initials) ; l--a8 —o�- 7 . —d2 3 ' • t aw vim PLEASE SIGN BACK OF APPLICATION FORM 'aft mij 11 /30 /00 cvpw.„th.duc 1 i . :,, ;,.1,, .: h.. :.;:,•:•:..:..,...`::e.'..,,.: f._; µ:...:ti fn:a.„ w4.h44 144 ti A .4444.. is c.., ..rp n141.044. si, ..4 4, . w wa,,:..r ..,......,...,.... v.,K .W:^r, p:aw.. u. ax eaw.e.,.. ... .... APPLICATIO' - MUST BE SUBMITTED WITH THE •. LLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN y BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ 1 Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20 or greater, wetlands, watercourses and their buffers (change of use only) Z 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 113.45.040), of those, _ • identify by size and species which are to be removed and saved F- Z 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use CC 2 only) 11. Location and gross floor area of existing structure with dimensions and setback U O 12. Lowest finished floor elevation (if in flood control zone) u) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). W = —J ❑ Floor plan: show location of tenant space with proposed use of each room labeled wO ❑ . 71 Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Q ❑ Vicinity Map showing location of site d F ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of w O rack. Structural calculations are required for rack storage eight feet and over. 2 D ❑ 21 Indicate proposed construction of tenant space or addition and walls being demolished Ca O Ca ❑ PI Construction details W W = U ❑ .51 Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water 0 supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed Z sprinkler system design criteria as identified by the Fire Department. U N ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. 0 )- Z ❑ f SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ RI Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296-4787. (Form H -5) fq Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State ' -' ; of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal WWI I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF II a, PER JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. : — B NG ER OR T ' RI .' I A LVI:_ ' I j Si natur • / Date:X ( /i /J�� Print am /414/49 Phon :ii, I �ioz2 F1 ( )l0 . 74 „ , '� Address / / 7-4 A , � ' d22 City /State /Zi .1 I ! /3U /UU mu. c•Ipermil. doc %MI la • �g5 . � .... . ... s .,., ..,...rraLbam�:.• S SS:...i:TS.s:a:.�uws;, . a.;:-rs . •m,, ,. ......,...........5 .. _.. « „w,..•x,�u.u,.arrR'+rtvs+�nd. S.. .i'.W:e1d..aL:,av S A�textfrlAk�vrrm.x«rw.«.«_,... 1 • fi`� 4:1).‘'' 1. C ' i • . it of ukwila 9 y 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT 1 ;� W Parcel No.: 2824049007 Permit Number: D02-020 U U O '. Address: 8701 EAST MARGINAL WY S TUKW Status: ISSUED N 0 Suite No: Applied Date: 01/23/2002 W = Applicant: KC AIRPORT HANGER PROJECT Issue Date: 05/08/2002 N W O , Receipt No.: R020001582 Payment Amount: 6,000.00 S . LL. Initials: LAW Payment Date: 11/14/2002 01:38 PM = ' User ID: 1630 Balance: $0.00 t— _ Z~ I— O Payee: SELLEN CONSTRUCTION w t az D U 0 co TRANSACTION LIST: O I— Type Method Description W W , Amount F =- U ~ O ' Payment Check 170046 6,000.00 Z. UN: O p ACCOUNT ITEM LIST: Z ' Description Account Code • Current Pmts BONDS /DEPOSITS 000/386.908 6,000.00 Total: 6,000.00 . w 1* 4 . 14 ,, CC Y' 'AVIV? t' .' u IX 00 yT $. Eiela 2>c' "i i /.1 971. TflTAI n n ; � ,• doc: Receipt Pt rated: 11 -14- 2002 , , ; , . . W - - w..,...Ja.u.l •....u.,...... '•L.c.ti!J:+.- +uti1.: gM4WA�RY1,'. «._... ., . ..Y.:,w:l. - K'riw:J.JWi: + Rt/' rrc aalMVrt'+ nM1Ka .,�wltM+vrK60uFexYCM1eV.`feMry.n . "... o osOLA.. op\ — / / 00400 0 1, , . ( i% Cof 1 ukwlla MS 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT Z W Parcel No.: 2824049007 Permit Number: D02 -020 Address: 8701 EAST MARGINAL WY S TUKW Status: APPROVED W j o W (..) • Suite No: Applied Date: 01/23/2002 W = " Applicant: KC AIRPORT HANGER PROJECT Issue Date: -.1 H u) W O 2 }} Receipt No.: R020000612 Payment Amount: 5,827.67 g J . u..Q Initials: SKS Payment Date: 05/08/2002 11:08 AM = d U ID: 1165 Balance: $0.00 I- _ • z i , ZO . Payee: MUSEUM OF FLIGHT Ill 2 U � +O cD TRANSACTION LIST: 0 H Type Method Description W W` Amount Mu u- I : Payment Check 26330" 5,827.67 Z: } w N " t U OO ~ ' } ACCOUNT ITEM LIST: Z : a . Description Account Code . Current Pmts BUILDING - NONRES 000/322.100 4,421.25 1 INSP FEE - FLH /LI /WME 401/342.400 15.00 INSP FEE - SME /SSS 402/342.400 20.00 INSP FEE - STORM DRAIN 412/342.400 15.00 INSP FEE - UTILITY 000/342.400 30.00 LAND ALTERING PERMIT FEE 000/322.100 457.00 LAND ALTERING PLAN CHECK 000/345.830 98.25 PLAN CHECK - NONRES 000/345.830 726.67 PLAN CHECK - UTILITY 000/345.830 40.00 . STATE BUILDING SURCHARGE 000/386.904 4.50 I V 475" Total: 5,827 67 ' ::: ' ; i NW,. 17 71 doc: Receipt Printed: 05 -08 -2002 , . ... _c .. .. +..a.r.m: `.,. .r. ,..,..: ' r wYNM+ te.+* ao�r» sKae+ XMa' esLVrurmWnnaawxrwrsw .xcaw +aia;proPad+X+favAMD.t�elfl AU'FM.7d.Y.Vff� ■ • , ? k City of Tukwila .. Y9p! i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z 4 RECEIPT xi . , � w 6m Parcel No.: 2824049007 Permit Number: DO2 -02O JUU O : Address: 8701 EAST MARGINAL WY S TUKW Status: PENDING N w Suite No: Applied Date: 01/23/2002 j 2. Applicant: KC INT'L AIRPORT - HANGAR IMPROVEMENT Issue Date: 0 t w 2 Receipt No.: R020000087 Payment Amount: 2,147.14 g 5 u.Q to D Initials: SKS Payment Date: 01/23/2002 12:16 PM = d User ID: 1165 Balance: $5,152.42 H = . Z F. i— O , {. Z I— Payee: MUSEUM OF FLIGHT r i U TRANSACTION LIST: ': Type Method Description " W •. Amount H U ' u. —O: I• Payment Check 25327 2,147.14 ti.lZ. I U = i ZF I . • ACCOUNT ITEM LIST: • i Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 2,147.14 Total: 2,147.14 . ' - ' 1 ) '4 1- ' 7 30 ,:. }.' i 2934 01/24 '/ 116 TOTAL 13344.50 "� xj .,. r. . Printed: 01 -23 -2002 r doc: Receipt i Z 5 T ; � Z 'P' R :..y ...... .. ... _ Ui re 6U , w 0 INSPECTION RECORD 06 2. --0 : co uj Retain a copy with permit co INSPECTION NO. • PERMIT NO. lJJ Q CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 g Q Project: T pe of Inspection CO d ..cue.4) I — Add s: Date called: I ZI— P ° g n -T WIC l( / ?21oZ Special instructions: Date wanted: ! a.m. ;: Z I— ' Lot - vi 2E0091*(44 Requester: V D. O CO Phone: 0 1 uJ W I=- 0. � El Approved per applicable codes. 0 Corrections required prior to approval. ,/ LL O COMMENTS: .'.:, LLI Z U ('� 1- _ 4, 1t/ S/�2 -tU c) w'�•. 0 1- 4 , t ' '` Z { as %' ' . cSS %. ` :b '`' ` s� ti,' "'C It H iL .a � c f /0 2_ . (1..,v�.�C u �,,. � �� 12 0 2/02 �f �� 1 . I f 1J 0 240 2. I 1i A LIOst i r - 4 „,,,,,„t i ...,. .:, ,, Inspector: Date: 12./C.) v .� � i: `�� °7��`�'.� El 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid '''''' 'a ^'"} `' I at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. F � j Receipt No: Date: , . t • 0 b :Nti :.::' i , , ii3.nXw 0, ∎):a�.Y. $ !Y'LS 1 r0::tA -.1:; Z... " '7 ,fa. 6 S - i- , J 4 z re 2 U O 1 ' 2.........._ o - INSPECTION RECOR w z i 0 Retain a copy with permit ' l O 7 _ co ui INSPECTION N0. PERMIT •� w O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (216)431-3670 �c LL � < Project :-- of Insionr to e 4 = Called. Z i , Specia Instructions: �/ Date Wanted: Z 1 111 ui Requester: ` . _� U o • , tn Phone No: .0 I- W tu � V , 1 — , proved per applicable codes. 0 Corrections required prior to approval = tl '• . p COMMENTS: a Ili //yy�� V = 4 �� Z ,,, , , ::,, , „ ' ,„, _.,.... . , $r , . :::: I , I r } . °' I FA J." i X > 9 I 'L. 0ql, Inspector: Date: 1' 'Sti * �; Ej e $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be s ` RA } paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,',. ,, Receipt No.: Date: �I r l .................... z Pe .r1...4•:....t��:......r:.:.r ��.e'.... � v..,�,•�.vv.,.�.:. v. •�... 1 . • .. W 6 D . INSPECTION RECORD em 0 Retain a copy with permit t - 02 . _1 1 INSPE ON NO. PERMIT N O co CITY OF TUKWILA BUILDING DIVISION i w 0 i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 2Q Proj c : Type of Ins ection: LL Q = d Ad ress: Date Called: al f7a/ �. /Lfd1. /1011. /I /9' -e),, ~ _ Z ,._ Special Instructions: j ay Date n ed: L � 7 W // — /S -- -0 0). ,13.I12,* Requester �y� £ i"T/C. L1 D p P ho Alo? . : - - " T: J LA Sow ,6 3 y6' - /9�� o 1 . Ill El W Approved per applicable codes. r l Corrections required prior to approval. H U COMMENTS: - O iii Z 1 - O ;,.. - ' i :- & 1 1'; 'e....\.. g-,.....p.,_ A 6'21 (/ V f D / y )I//�.{� /4 lr2•7 /?v-- i-74lF� : Z c •-x.-›; s c...;`)--Ne 11 I- e _ I ,....4....4 1 ,-:::-- L 1.-, , IP / i re j c.,�. )-,e -, 4-- . ___..../ :,, �-il r_ t • 1 , Ai i - _ ,, .• 1 4-1 0 /J L/ r.--7 74- ,'s 11-44.41.4i../7 , • 01 �., 4Y , _ 4 (.1 #1 A/1441 5 [ t,�.f S. hu.l-/- /.7-74, , ,)D?,.._ —/ e ,,�;, • ! litil Inspector: Date: i '{l ❑ S47.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be , , . 4 ; ! r i i , : �:Y y ';• paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. its Via• c "" I Receipt No.: Date: . k 1 - 1 - ri p�- y1 ,v b44 t,dc aE Y at 0.t ,a iuvk ,.y} k m • Z l'�. \'a h•.. -. ,. ::x o r. ,,c�`ir..s...f.. x . ., , d— w z re 2 Vi. _j 0 t:'72:-.. ; co W F: ; SPECTION RECORD . al i Retain a copy with permit F ' INSPECTION NO. PERMIT NO. Y` W CITY OF TUKWILA BUILDING DIVISION 2 IA:- 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 i Q `,<< Pr je t: Type of I nspection: � u) d ; : d dre s s : 1 Date called: Z F=-' I°,ij/ 01- 1- ;''''‘ Special instructions: Date wanted: a.m. Z I- .m. w W '. lig: Req ester: p P ho ne: 0 I-. al uj = V a:;: L Approved per applicable codes. E Corrections required prior to approval. O '.- COMMENTS: Z �� U= �� i 1 ". II�' Z *L-tk .. 1 0/7/62.. FAe,-(AA., •-c • ', . fib _ I , �� `' .: ; i I. � - , - p rte. Q '� - • 46, • i -fi: ti>lpi "' + ■ ?` u -i'rI ' ; 1 ' 7N '' � i Ins Inspector: Da te: I i i.s .. 2", , ' ; 'fi <a r' ' $47. REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 043 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ". .' Receipt No Date: i r , 1 'llt*,k ,,e ;.!yvD4t.',;a' ' ..•i ` nU r te' •Y`Yf. ^.'4t :D■ ':�v: it fl.:l . 3•: .,`N ■ • • Z HZ re 2 , ; 6 o Y �`'r' �"'� o r ,.. \. / INSPECTION RECOR W = '` . Retain a copy with permit ;;.•:' '; `., �, INSPECTION NO. PERMIT NO. W 0 t '' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100, Tukwila, WA 98188 (206)431 -3670 LL, < ' +:,' Pro' ct• Type of Inspection: = d Address: Date called: Z 1 jY: v -,•:•;,, Special instructions: Date wanted: a.m. W V W : t p.m. ? n �� , � S I Requester: V N , !:i ' Phone: H f"C• El Approved per applicable codes. ❑ Corrections required prior to a roval. �- r , : . PP P PP � q P � PP O . COMMENTS: W Z U co - . _ • R. ` 0 I- - z 1D/1)//a... -. J rQ , 3 � , 1 G - � _ A I / j (4 A: LL,/. t' 7` F ic,v A /"- -�' 1� ` k . fk-',. / 2_ a/Y1 /0/ //62, I V r '�'. ; \ t N, ; ,,, irk ,. • Inspector: Date: :. r b El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ao, ': • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. : .. `. Receipt No: Date: P., . t "3 xr. a, A �. . ..�•, Ad',� : � e�, ti ^�Mt,K '`§ "u.'4 i na,.:wc . . :Mr;;.7} .f ci r ..4w ' . y . , ... ..� , .. ,�•� • ..n « N YYS,+i e. dt ::"..... .. )3 C,'i�• .: u.,1' .... .. .., .� ..., . �. .. � � � ,eta t . ...,l .. .. .. ... .. 3 � .P .!,r s�_ •H. z . 1 -z li ..-* •:- • , 6 5 .., 0 5 - ‘ O 0 0 • INSPECTION RECOR .,-----, i) Retain a copy with permit V -J F. INSPECTION NO. PERMIT NO. (0 u_ 0 CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 g 5 u. a i t Pro ect: . , 1 Type of Inspection: rz f--\V p(A H Project: — I Address: Date Called: I— ILI I i 1 JO/67_ CY Wante Special Instructions: Date d: q a.m. I— 0 7 z O. 1.- 0 .-- 4- a/2 '1-11 Il il ILI uj 2 D 41 i - 2 )( ,.., i 4' - Phone No: I • D CI 0 co 0 — CI 1 111 aj I 0 - • 0 Approved per applicable codes. 0 Corrections required prior to approval. I— T - U. — 0 . .., COMMENTS: Ili u) JO P I 0 g. I V i I/0 2./ (/ (.,h1A. -Net 4 Le,s,-,... z ..-- tA.,.... p . 4 _ lit( P ) 1 • D ( /\L 1 f fr& cJ : I t . \ 1 i . _ ... . , tftt, ;Igo r 1 i , vi to ii Inspector: Date: 4 \J 1611 itc-2, i Me 1 1 n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. '"'" 1 Receipt No.: Date: ".4 t ' qt:Vky:A .F . .. '''':.y";• . k tA , h...i'tt '...1 '..:,- .:"'S.'re 46 tO .■' t '..; , x 7,"t'' , . 1' Z E- NY, _10 00 0 . r ., INSPECTION RECOI w = INSPECTION NO. Retain a copy with permit PERMIT NO. W u- CITY OF TUKWILA BUILDING DIVISION 2 ?- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Q Proj Type of Inspection: FL 1.4 u) d ILI Address:. Date Called: H = 1 1 7 /az : z1 Special Instructions: Date Wanted: a.m. Z 1 1Q d� p.m. � iii � R equest r: � 0 p st-0 I c Phone No: 0 f.- • W W . H V El Approved per applicable codes. 0 Corrections required prior to approval. ! ~ O. COMMENTS: U C I ) : _ HF FL!A i/7/ oZ. ruuz. ..9.),,,*, �--- l.0 di 1-A-cAn, Z pcA 4.2Q -r' a -„> 1 I -� i � , . - z -eQt-o— -evv .„... ,. , , , ., 4.. . , . 4- i, ..,-1-:?,kii...!..1. 1 i a r r r ^ �. 4`+, ��. t „ Y ,54 Iz ' + .: Inspector: Date: � , I 6 / V6-2— + l ,„i,,,:„., ......, E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be . e g, ' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1i` . i Receipt No.: Date: ' 1 Y !, r /// rr 11 ,,, r • 7L:3 l }` -. 1. '�I v o '' tii T sa i ,i vai m1� ` i y' 4+ I I:;SN : . 2 i .x. ..,4hi %::. � . ?.r 7sNrii i,n ;i.,i.i� kiYJ '.dta 4 5 i F �C. 1..5k 4 ( ....■■■■■■• • Z ,I".•Z L -- UO ^ Q INSPECTION RECOR Dot. 02. 6 N _1 W Retain a copy with permit .} H INSPECTION NO * PERMIT NO. N u. O CITY OF TUKWILA BUILDING DIVISION ;' 2 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 • g _ >� < • Project. Type of Inspection Ki n5 Co.Ln 1 uri : co c y W cs Address: Date called: _ ! Z H 8 620 M491 y 1 ) 1 . U . ::, Special instructions: D wanted: � Z O /. .• 6 t 9 . -b2- . - p.m: : W w Requester:: 2 0 = Q ... O Phone: 2 ,�0 6. '1 g3w 1- .7602.3 ° 1 = w w (� 2V n Approved per applicable codes. I 1 Corrections required prior to approval.. `" ~ H COMMENTS: y 111 Z 1 H 1 : i eti,i 671/4h2..- 7 I wile4 . baeh,i.ifymte .•...:,-. i . 3cdtit'di 4 mil, 6 , itell 4, .4„,,,,, . ;::- .,,,,,.! Atkuo At.4.-.) ,,,,,,,,,giai-1,12-,:-. ;:.,,,,-, , i , '4 elp A...i.let 4 ID ' AA 7:sta-33: kr,"&„ ...-:... ::;:t:::= Y , ,1 i p.,, °t't,,; 't is Viif. I. Inspector: Date: as . 1 I p J � I '1(��r 1 11 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ::• : : 411 .►, I at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' ` , . 1 Receipt No: Date: :', �� ,, , ,,,,.. � +� t >t ! r t TT , .. :.. tz.,w ._ :t ., +vKi7 &c,, •:r: » +.'$s; rh;•,:;i +: a;:.,Y';`.: :n7dAYr�,. .. YC +Gt(i1 ✓,•, ^•;,r;f Z ' m �o ... INSPECTION REtOR ' D02 , 2O ' CO o = Retain a copy with permit -J 1- INSPECTION NO PERMIT NO , , CO O u. • 1 t CITY OF TUKWILA BUILDING DIVISION ` W } } 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 ,...: J Project: Type of Inspection ' ' - r Ki Co fl. 1'trk r1' 4es- on 8"-fi E' � In +c J = W :. ' Address: Date called: ` I $b 2o Is ara 1 ial' h1 ` - z ? i. Special instructions: poet J 1d Date wanted: a.m: '< Z 0 $ 117 ie 0 -23-. 2 : m w W Lot r4 Requester: �ahs . CO ec�evelo vnen� /NtR f'r, o CI Phone: ' 2ob ---7 3-76 z3 °~ =W L Approved per applicable codes. .11 Corrections required prior to approval. H. COMMENTS: _ W Z `, ' Ri 12 l 1 ."'' It d4 - ) -1- Xte.., ' T:eit . c&. ____915__TJA Z 1 �, ,. 1 � \ --\-v e 4.A $'V:G,..1.s , ti ‘ I L . \ ort. tD VtCgif' \AN.S1).4.-e Q0-QA:-. P . ' ' , -, L. 15 50LX Gf ti UI w .Q,w..a , (N s' l 3 ` 5� J , ), - 164A w/ /■. -etAQ 1 6-ci -ro m6A-lik sjk. of t.is -1 II. .-- ,.., .., L fiQ --�. .:.i., LL � ` " 5o L 1N 3 (�j4 ki. , >. / ��: v .. Cf'+ , r 1 I.A.4)‘ ittihl [ ( 1._ I t .1 ,I.,, Inspector: Date: ��'_,, � r� i ..g(�� ; $ 47.00 REINSPECTION FEE REQUIRED. P rior to inspection, fee must ,be paid ,' i at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection " :4, :4,1. " �` . Receipt No: Dater'' ;. . . xr.NJ S`2,>nk A.,. .A'SWi4 {J61,;, ', ;44,4..Krn ,ar;! ; t,,,),46A,1:4.: v ,, '.. . s Z H •F- Z . J V I 2 0 0 1.. : INSPECTION RECOR -- N W L Re a copy with permit N INSPECTION NO PERMIT NO .*• V_ W CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 ' g a. Q Project: Type of Inspection: r cA Kith LO J.ni �. Airport Wa pun t y . _ d W Address: Date called: q iti .D z i gb 2.0 W E y Special instructions: I-of• �� " Date wanted: 11 a.m. ,., Z O P — 02 _ f W W, m p m Requester F D p t , l�edev I en t � oh P hone: ' ; O CO H ILI E X06- 793 - 7623 I W . I , 'E Approved per applicable codes. Corrections required prior to approval 0 _ ki Z 1 COMMENTS:' 42 ,t451.14/"•• • ' '• l/"•• Z ' . ' . ; a ,...t.Q ,..,, t ka :. • . - .-;., e &k, , . . . , . . , . .. „ , :, , .,. , , ,., ' „` � I ..„... d„ ...,,,, ��h l •li , :l. , f , ,f .,fit � • Ins ector• ' _ t ;�i�� t P � �'` 7l /t.11., Date: ei )1 -- :, 47.00 REINSPECTION FEE REQUIRED. Prior to inspect on fee must be t :' � $ Q p paid 1 p.. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •� Receipt No: Date: 4; py � . ,,,,,o ,.4.4, ( "1 v i 1, 1 ''.y ; r 4 .A . .. '."2• ' ? /..::p :. ..:\:'... f 9'w .'t,. :/ ! Sf.;7Y,, ,.:. .. :.. ..•,,., .La'h 'ke m.,, . Y.,ky 1.!✓S..d4rf?' iii '.?`.T.::5'i:Mt„ .7�i:f:h ina/,Rf: .a. .n ��i ., .., , Z I _ z • ui re V . 0 O / W = : INSPECTION RECOR ct -J 1- Retain a copy with permit CD ti INSPECTION NO. PERMIT NO. WO CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 . :; LL ? , Project: Type of Inspection: i� ( i CA, f 4 W Address: Date called: Z H 6 12 oZ i- o Special instructions: Date wanted: a.m. u �i p! 61UZ p.m. 0p Re nester U O N �o� i\., l� LU o Phone: W W �F a Approved per applicable codes. Ei Corrections required prior to approval. ‘ O Z COMMENTS: : U cn Z p- gib- / -. e;1 ktC- (1 4/L e 114 -fig 1 -t.,,,, I k - 2.. 1v Utz: u' ` FA A 12 Tk , r,t, — �� .P�. a ,,... • • 4 „ ..,, .._.• / ,,,c. pow IJ Peel 14y - d. - t - <.._ <M tit .�,�,w -ap 11 1 " D `Tv 015 � � . ' - f 4 (a 5... S (L 1 kw i 3 2 n . ,' ` . 7. PC, s x � . VOL -r "'0 , I N, 1 Inspector: c J Date: f- r 'A tAI i• E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 'tif' 2 i at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . `i.. I Receipt No: Date: i...; , \ : t;�;t A 1. E rlF :1:1 ' )¢ 1 ■ Z U x `' N CO 0 w INSPECTION RECOQ w Retain a copy with permit Z INSPECTION NO. PERMIT NO. w 0 CITY OF TUKWILA BUILDING DIVISION 2QQ 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 LL Q Y : Pro',e5t f Type of Inspection: �.� z � Address: Date called: /9 „ F- O Special instructions: Date wanted: 1 t a.m. w t ' p.m. g D 1-kv\crk i.- Requtgr: �/ Yv W (....7)144k, V U) _ Phone: 0 b _ w w . t— U El Approved per applicable codes. ❑ Corrections required prior to approval: " U. I.'. COMMENTS:. ,: Z U Co O 555 81 ° 2- aA Z. s JP &Mr /L Z 0Jw ,C6 -) -ter l' 0 r~ a(( s .sj y t, lkid,4-y . ' LOH .... e Ati .- Inspector: Date: € ' t. 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid il : at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. + ! Receipt No: Date: . ; Virtj i t ,�• n • Z •�Z • ic LU QQ O J O N W [..iiii , . (0 n .: , W z INSPECTION RECOR I Retain a copy with permit 0 N PY P 1 INSPECTION NO, PERMIT NO. uj O � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' ' (206)431 -3670 U. i Project: Type of Inspection:." —a F � Att2P to 5 ; 5� 1- W Address: Date called: jqI - : ? I f Zo Special instructions: Date wanted , , a m.. W �. W ? m Requester o • } • I— W W L . = U • 0 Approved per applicable codes. El Corrections required prior to approval:'' ' L I p COMMENTS: V Cl) lll ..,,,,..:,„, F 1... 0 'I Z ,555* cl/q/6 0-LoutV\ f-f20 4 -, ;. ' ' - "-). , 0,1 0 S LO ' • �! f 5 HiU�n. (tu - �T " .. I S5S cpio kit& P-d-- iki 04 A,...-Le.J14) 01 ' . ‘11-r..44 - --- - '',:. Pit414A S5 rb 1.l: 1 c 3, 5 y / 4 AA-L4, 1 a. , ell'. t . . ' : .. * Mk '31 t 155, (n I I l , ,R I R''� y n{h I Inspector: Date j / ; ; .�, 6L) I/ � r ►1.. �• tRS plot .1 R "f /': {'+. 5 Sy ' 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid : at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Lit ' 'ski , Receipt No: Date:. ::y Li ` •. Y .3. 7`r7 „. 3 T.I.. v i r. :Iwr:,.x ;x»r4 > ,;SF:tr �.:a..',x .,e :,.,,?' v.'15; =.., rn r "aC, <I 1rk. 1 1 , s Z • a,r� r •, , „r ce ' 6 U 0 W = . INSPECTION RECOR cZ20 Retain a copy with permit (JZ . - N u- INSPECTION NO. PERMIT NO. wO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431- 3670 Q . r jgct r {(��" Type of Inspection = W H I Ad,e Date called: c - Z � 1 Special instructions: 1 Date wanted. : a.m. W W 6, d p.m. G p . Requester: . - , 0 o,n:�.) (' ( `� Phone:. LU LU w H U 0 Approved per applicable codes. Li Corrections required prior to. approval: - - --,,,•:):, — Z COMMENTS: U to a 0 ~ • / w g4,/oz , .. ) 5 '�'i .sue - .(' ri, !•6 , . ' . 2-k4 0 cIA-ap Q/� i y • i . x I I , ;7 n + • 5: .. , , y _ r ''''' i ....s...., ,. j.< , 4e.:4 ,,,, Y , .,.„ , II, In spector: /' ) Date:.+ '§ i1 . $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid , ' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. "?�' Receipt No Date: i ;', °;� : .. ,..t Y",,- - "i , >:ti.. ..14-..: P;r th �'5" -- r - `JS::I ,. - -:o-; ,,,, A od:w'. ;. ; 0.( V.,. ......':$' „ il?r A Z , _ Z UJ W V ;�� 00 INSPECTION RECORD 7 .. � - w = Retain a copy with permi �" J 1- INSPECTION NO. PERMIT NO. • ""^ - � V' uJ O CITY OF TUKWILA BUILDING DIVISION ., , 2 }} 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 g J u_ Pro'e t: i t Type of Inspection: to 1 .14sr L. . A te t p t Address: -� Date called: Z I 4 ?" 4 f/ 6 2-- 1 ..• O Special instructions: Date wanted: a.m. • :'r Z H /' / 4 )2.. p.m. W w ::::ster : D p N fa ( Oc U . 01-- 2 ..e )( ' 79 7 7% w w, n Approved per applicable codes. Li Corrections required prior to approval. E_- AO COMMENTS: tii �` U O C , 6 175/61- a_ .- - c J. c. c- ,� Z ' i'; Y�°i`�' 0 r OK._ - :a s r ' V II . a 7:0 Inspector: /6-\.) Date: d :; ,' r, , . ... , �� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid " at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , ' Receipt No: Date: ��.. } , A y ..' i ■ I Z ■ 1I- ;_ z 0 O co 0 INSPECTION RECORD. ' - Retain a copy with permit W O INSPECTION NO PERMIT NO CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • (206)431 -3670 Q co Pro•ect: f .� a of Inspection; [_j = W CI I:d1 1t t. am, I— III Add ;: Z H Date called: — 9 c-I o.z. W o Special instructions: Date wanted: a.m. uJ , v m Requeste Al U � . V N.W. CPL` O Phone F_- r c W W 13 76 2-= = U 0 Approved per applicable codes. .0 Corrections required prior to approval — Z �' COMMENTS:. U N O F- iFu-i •. 9. T L4 2 w, jil% Z -curl q v2' 4).0 5. •- c e a+-4: 0_,,,,,, pc). �. i tit crn t� s'. ! k. ^ @ z f 5'r6 0 6 • 4 x 7 i i Y4 W Crt E Inspector: t Date: / # "� {' jt,,,Aill i y SV> iN Vy Vi i: 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid. j at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,, ` .. ~.� 1 r. ". . 4 ' ' .. ..r• ' }..S >!.'S•. i 'X .x;.c t 9f. 4n, :,c: c. i� "°:xz`:,',;Tie; • 'Y /.; ,: <,;:rb's:,: . " :: . 't-IXY:S:iew;4t4 N;" J2%1;;; . Oliii',';i :.,! f :r i', :' :44:P...',,,:td.t z , S .,.K ` 62 0o o INSPECTION RECORD j� w = Retain a copy with ermif L�Q N J I.- PY P INSPECTION NO. PERMIT O. tu 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431- 3670: 1 g Q co D Project: Type of Inspection: , d Ki Co. Int I. Airport ti S 5 S � W Address. . p Date called: _ . _ .g E. Z~ Mn Ina w 8 — 2 { 1-0 Special instructions J Date wanted: , • m. ,. IZ 1-- ,,++ W L 4'i� i'7 �3l0•2. p:m. 2 i era" Requester. (N., U 0 . Phone: 206—'793-7 23 W W L� U Approved per applicable codes. n Corrections required prior to approval °'r'4 O ' i O 1 ' COMMENTS: Z U CO 1 M d Z ~ j C l/ 1 1 o 2 — ( -( .e \.A -A aJ S > "' I . .. ? L)� 4e l - ,�' ;J t \Jc.. 1-r a L cl V 0 t i) TO T& x- . o k i .i } - w/ 5 L 0/1..4 _,„ r.vn 3 i, ft 6 ' 2( \ VA- ,k) 4: S j) C1 . LC)'4 i K-St� e l �. , i /1 e . i Vi ,. (o PVC. c )-a 5' f (-XX4 721 - fib k v- ) ) iCk i f , a3.4. - k`01,1 3.5 ()S( �> , CA ' s 1 .'.J.—eli ' ' 41 ��..,rlafe�. 11. w.++ts I - �'' xt' i , e '` h { s 1 . 7 I 4 , r � 46 ' ] i.jr 1 1 :... :.,143 Inspector: Date: o / . Ej $47.00 R EINSPECTION FEE REQUIRED. P rior t o inspection, fee must be paid �- ;; at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. s: t-.,,a Receipt No: Date:. i Rai . . -. • . ^'.W ... , . :' •. x ,,,,+,4, kl....6 :i.7i�iv$',iO44 f.6., ktirtrti;i ,a,:14 ,re %ri::,+ ,1.:., �` Z i-Z w ¢ U 0 u) W INSPECTION RECORD p h i' O Q N Retain a copy with permit INSPECTION. NO - PERMIT NO _ LU uj 0 CITY. OF TUKWILA BUILDING DIVISION ,;4 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 L < Project: , Type of Inspection: = d { 11 ki rig Co. f 1 . .ii r pry' �- ,i . I W :1 - Address: Date,called: ? ~ .: : , 8 b20 E Mir Enal Viy 6 . 3 0 0 . Z o Special instructions: Date wanted: ,: a m. W W Lai lig. Redeye 10 men ! Requester V N D nM" o Phone: o 1_- 206 1 3 1 uj 0 Approved per applicable codes. 0 Corrections required prior to approval.- '> L O .l El . COMMENTS: V N RIB - = 0 1- 14 ,- q f qfo Tai' g y, 7 PS 6 ZA \J -•e c. . iii . c_ � ffo( TT ' Fvt _ 14-L A, M ,,2 1 l 7 /., . • r 7_ ix, -0, �,�° ... 4 z. j - n` Da t • r IK 11 I ., � r aa Inspector: Date: 4 ` .11. �- J .. i 1 .. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid t` �'� >"4 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , ,4.: ! ____ j Date: Receipt No: N `fit i; , , ,, •,:ti.h!4,!;4,ii :11thi r::il'4.YAASPlh A:∎1 .:.fF!!t∎4,: : 1.,)i 1e -11.t 2 .' , /i5. 4 \ (+ ■ ■ Z : I- Z W. re 2 w " t - te. `'.4�'"T"",.. . �. ., --.-.. 0 0 i-' INSPECTION RECOR /)d2 -o?-O s Retain a copy with permit co LL, INSPECTION NO. PERMIT NO. W 0 CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 P jet: C Type of Inspection: = 0 fit• a�.19i _ - W Address: Date called: t Z I. Special instructions: Date wanted: a.m. • W t j P.m. > ca . ., Requester: 0 O N Phone: 0 F - W ui Z a Approved per applicable codes. n Corrections required prior to approval. Z• COMMENTS: U CO O 1-- f�. c Z 7/11/67., 4l4iK 'sP. 1 ,: • Ci 5(4 FA t ti..�. - LP.. e-- x3f2.4,...1 YY 5 5 m .1‘ cd,t,v1,7,-f-- , 0,.) y ' Fz 4A.Q. Nit . N. 0L... i si S5 44 ii, t) e `( 7 {n /c) S lb e0 I : � 0...(444 ( r ' t' r,4.011;\ ., - 1 XJ ?Uj 55 f( 41 , :,, _ todut 611.0_4_4 ii-f4t.p.4 3 ion: i , y + ti .,� ',an� , 4 n , 1. Inspector: ` V f Date: i "' � "7/17( : „ty. ; . I a $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid , i at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: _... t ., A. ,, ,: u''?}:u` 1 ' ,, i; :! , , Y«TN :rF, >•.2A } .'-:.t.. • .y✓• i i . 9 t ..E. Ar ,.rly "� .... ..,r .�� '1 , .. ..l .. •.! "•*`.n : <i ?t` ,. • ... :445t;i. , .y.;',:e.vrd , ' ; , . C;.vb.. 1 ::d; 'i•iS ^,'':,r,,!.:, 4 M Z I - ( r:• t-\ r > UO I CO U1 4 INSPECTION RECORD '`! J z . R etain a;copy with permif � , v) u 1 INSPECTION NO it A_ ( h.r,, 6 PERMIT NO.', t W O ( CITY OF TUKWILA BUILDING DIVISION j 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431- 3670 g Q Pro'ect: _ . Type of Ins ection: d f c -"- i it .( t )r=-f- ■(e I/1 es w i _ i Ad ress: Date cal ed• Z F— SO. - 20 I C /Y7��rq /JI6_P Q 5 0€51/3 lb 1= o . Special instructions: Date wanted: • , . a.m: " ;:. W I. ju L / V /4r,. '4 Requester: - U 0 • Phone - ' S 4 - . ( 06)7q -3. 3 _u I- - Approved per applicable codes. El Corrections required prior to approval:' u. ~ COMMENTS: 4.:� 1 U N .. ` r F. _ i ' 1 r f� 44 `' t < i AA A,--4 /c 1 ..4 4 ! ,,;; : 1, 1i ,14. a.)At /pfd 6 . 1.1-1-(+ fi S16z ecl-ciA 11(14 a . 6611=9-p F44 114- s rue I, -C. 77) Fc c -r 1 . 0 tit-u7;e4 3 .., 1 '' r??` {{ r 17i'A�Nq i �k 4? i Inspector: Dater ' - r � f� �� / (7) 4 C..... Vat . �; 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection fee must be paid "af; / at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , etal ' Receipt No: Date: 'fin ' 4h^` n ' .. : .. .. .. ... ,. ,a >o,,14,, , ?a'✓aitY lax« a.aun u1,.`B7 4 :X.i;t:G�a`�.t ik,./{avni i - 1 :,r:Qn.34 Z • ,- • 6 5 LLI 0 , .. CO 0 INSPECTION RECORD p 0 Z ~C� 2.� u, . . Retain a copy with permit co u- INSPECTION NO PERMIT NO. W 0 : CITY O TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 u_ < f Pro,e�� .` Type of Inspection: ., d I uj Address: p Date called: Z gii ( 4 f()-2,-- ,- . Special instructions: Date wanted: a.m. Z ILI ~ r+ : `6 / 5 . ,) Z p.m. , 2 D • R equester: '' � z - O N Phone: • 0 ~ WW = U El Approved per applicable codes. 0 Corrections required prior to approval. u- ~ O COMMENTS: w Z U� ~ = F-- 0 Z 5'53 �/i/o7 S' (Alp SRA.,r_gan cam, -P $5014 : a. e -'. 5 e s t 1 1. `] ft \WV 6 ( c ( , i . f . - , 1 Inspector: •Date: ' 4 1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 1 . ,,:F I .4 .1 . ! at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �,;, ! • 4� Receipt No: Date: ; : ,, ; 4 ; '++"vtv , . , 4z d,. 1. .;.< `" 4 ;. "' , . `1" •.r. _.5V'.A h'"+.'1 a .. . .. .. .. :n >.... ,' d , .'4.nw:,,+.- . , nn:ra...B. E,.,we,s te, n,, MCS MICRO COM { SYSTEMS LTD. Z ATTENTION W` • UO W = J Wes. W D. a • I-- W Z H. 1-O Z W W ; 0 : CI 1- `. WW 2 W r-: w The next image may be a duplicate of the previous image. o � Please disregard previous image. Please disregard previous 2 images. Please disregard previous 3 images. 1 n Other: I ne r N ) r ;r • 'ff§74\hLTal rip rI note Z J w J V . 0 .. (0 Q INSPECTION RECORD ' d "..0 2.0 w = .. Retain a copy with permit -J U) u_ INSPECTION NO. PERMIT NO. W 0 CITY OF TUKWILA BUILDING DIVISION Q 2 Q 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 LL I Pro,e�t� � Type of Inspection: w d ��. = W Address: Date called: Z I Special instructions: Date wanted: a.m. Z I — 5 /J 2.- p.m. W Requester: M 0 Y ( Z 0— Phone: a I— ' =W U II Approved per applicable codes. El Corrections required prior to approval. LL I— , , — 0 COMMENTS: Ili Z Z S35 4 igi J • - 55 ix t 14 Ti) tko ?1 e 3,5°. , f 5 ( 6 I . I, Wwv. 6 d p O r. . _. ,... .., .... -. . .: . s . .; xs r [ Fr .0. 1 -Ell „,,,, „.. ,t,„,- 0...T 31 ,, , , } y v `D� Inspector: ' , Date: 15 , ;r . :. 5 Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid h ittlik r at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . ... , . Jti rF F "fzl C' • „p{° n r!, f.' ,,.0 .. ... ..._.. -;J,; ,1•ee'. ,. :' >'c'bIl.V " .'k:.rfiti ^:.'._,r:t -... ,.. .. .. �� .tl P+Wi:. ,......: .... , , . t..x +ra,t; tn„ i #a.i cs <. • .ii <'JP p , 1: Z • . • , ,_ , ,_ z re Lu 6 -5 . _i C.) 4 "mt^^ ,- - • — ,., - - ' ' '' 4- '' '''r " "" 7" - """ ..... "7 ... "' — . • - . .. . • ' - ' ' - ' ' "'"'"'"' •' 0 0 i ' : ' i INSPECTION RECOR h 2, , 0 0 u) ui w I —J 1 ... Retain a copy with per V' INSPECTION NO. PERMIT NO. , Ili 0 CITY OF TUKWILA BUILDING DIVISION , 2 g :3 , 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 . • u_ < CD M PI* r ,r et aliL, Type of Inspection: 5 I— - s --- .0,... Address: Date called: / Z 1— 7 I 4,, .... , 0 . Special instructions: Date wanted . a.m. Z 1— y i e / , ..' Ill uj P.m. 2 m D 0 1-t 3 Requ ter: / 7 i A"" 1 cot V in v.. - 1 0 —• / V - 1 i ( . 0 1-- Phone: , Ill uj v • 7&d 4/21 /3)9' r r• r- 0 Approved per applicable codes. n Corrections required prior to approval. • ...: Z COMMENTS: ' LLI 0 W 17.. I . 0 l'". Z 55, -7 L ' . Af-, C4, •'t 7r1%1 ' . 5 . Se-"i 6 - 4 e 4) rovitu -4 , 7 , i *.. 1 .. t LA ,,,.,;(0- g I so_t.)Q-4 ,/--k itte,v\J S 5 Ji fie es 1 fir_4 .-/ 3, . . Fe-i :.•-, .-- f - -4 I I ' , I'l Inspector: , Date: —7111.102-' , ,;." Ell $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid , at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , Receipt No: Date: , , , , f • '' .1 .4 ,' • . •Vf,t44:..iit',. '.%' . s ts i ,, ,kg= ,..".&„ 4 ",144 ;41Q`'. A. , ...' eq' %.* , ,,,,,, , - . , . ,.. , a , ,,.,,,, v., ,, A ;.,,, ,,, , , ,, ,,,, ,,,,,,,.,,,„,,,,, , , , ,,,, , , , , s„, I. Z , 1Z W . C4 2 0 , T4LY'1121 � t?w:t 7.7".:C . T . ... ..r . -' . . '.r:•17 ti ^ T .t....r -- w - t .. INSPECTION RECOR - w = 1 etain a co :with ermiT ` , 4 u R PY P u- INSPECTION NO: PERMIT NO L u O . CITY OF. .TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 u. Q ' Project: j Type of Inspection: 1 � = W /. . ter" = F. 1 Address: • Date called: Z I / Y/ � 2- . z I p O S ecial instructions: Date wanted: a.m. 5 1/v2 ii p.m. 2 W uj l R equeste U 0' T 0 52 1 �, Phone: 1 9' 'V = W • V W \ J Approved per applicable codes. 0 Corrections required. prior to approval. � ) :. til Z .. ' COMMENTS: U co 1— 1 _, 1 4.1 0 3 (V) -7, L 5 (J\ Fdl / ' • �+� 6 jj • !/4P 1'54,0 / L . 7 Pi . . . . . , //9' . 2c) 6(A) ' ' , • befl I S 4,, /Z0 A0A/6 : ' ' ' .. sf-_ L1, iive„, . 1 . ,:lEtili '7 * s y I nspector: V Date: /� /o7 (� f ' Via 4 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ° at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4 7, , ,t. 1 .� Receipt No: Date: t 4 t ' ,; a ✓al �w....�v.IEC.?C .r .. `I... -... . .v i .r,, L:'!�S,t }�'..J :t�' J, 6 �� ^ .5: `..j,l....,�.l..ss.�' ■ ; I■ Z • re w m 'F-7\i'''''';::3"7.-:'.`"'''-'!"..f.4;:;f4." i ',',- ••-• ,-- i . r - •••' ---- r"•••" - ` -, , ,- ---:- -:-.^. ,-..-1-.--...-,--...,.-....—., ,-....-.... ,.- ...,,, ..1 0 (.) 0 0 , .. : . ., . , . INSPECTION RECOR 0 02 ,_ Lu . --i 1-- Retain -a copy with permit co u- . INspicilb,NNE.i. :-;;••••-. • . ; ' • . . • : PERMIT NO ' u j 0 CITY OF TOKWILA BUILDING DIVISION g 5 6300 Southcenier Blvd, #100, Tukwila, WA 98188 (206)431-3670 - u.. < • U) D Prajed: .- Type of Inspection: c ., — a - K6 - 8"--r.. a d U „ Address: Date called: / , Z I.- 4 / V' Z-- I-- 0 Z I-- Special instructions: Date wanted: a.m. ! 11.1 uj 107/ 5/.)2.- P.m. -,:- 2 D• D 0 Re uest , : ' 0 ci 1 /Ai, (4)% (c/A4.17 D- o 1 • Phone: iii w , i o V I-- 1 � ri Approved per applicable codes. Ell Corrections required prior to approval. Z it ) COMMENTS: -• • Ili 0 Co . , 1 ! /. : • P I . o I • z . 0 /3 6 2- 5ei C .7..2- 4 / 77 4-P . V 1 " fr Vc , x›ck . ..ii\, ct.4-.4 --- ia . , 1 . - i , . : 0 ' , ----,. „. . . . . ,x ,., 4 c , A ,, 1 4::.y i. , i fiXtzq''.5":7. I Inspector: (..<\) Date: ( i 1 .t• F 1 ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IR , 0 0 r AOC Receipt No: Date: • 1 . - _ , • . - •. ~7 .7-- , , ,... , ...... ,, ,w;grio),-..i.:-.: , 7:: ".-4,:-,'2.11....It'rp.,... ...A< -:.-.', . ;( • ' ''.1 ', Ai:+. 4 i Z 1 1 . W ,, JO � W . . , 1^ • INSPECTION RECOR[ ~ j A62, _i H Retain a copy. with permit 1l — LL. INSPECTION NO. ; , PERMIT NO. W CITY. OF TUKWILA BUILDING DIVISION g Z 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 ' < N d Project Type of Inspection: = W Address: I : Date called: Z F- L61 1� I . , Q,0 10 I I o Special instructions: Date wanted: a.m. • W t j Requester: O N Phone: 0 I — r � a Approved per applicable codes. n Corrections required prior to approval. - p Z COMMENTS: U In � . z I fl-g &/ t V02. 1 LI _ax -fro - . , . 1 - tAikr eitv-Q-4., 10 vi ( TN ...Q)--10. -ii 1 ( ,ut' ay.. f� 6 4.,„ 4 1 �� ., G - L(.1 . I k.A4 (rTA,4.0...r. t n... 1 - } 0 SQ.A :ere 1 tt. " } i t k I , 1 ." 7 ,4 - i d l 1 Inspector: 6\J Date: x "' "�' } / . 1 ` LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid : " ib,. I at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .p , Receipt No: Date: k; 4 ,;,, x r +.:,Y'G ^ awn; ma; ,. .T • - ... . -' rin A l'7:i .,.. N ^, 01f 4"'•.:V? ,,,fv^:,y+ ' ni:4:'. ,, ,.�' o-. , , ,.,, ),'. '�. � ;4 ' ' 71'1;'" '< . a . .�c•.;a .; ya± ; ct�.,.s i. .Sr., . rs 7 4 Z H i- . re 2 6 . rc; rov'r"r'ti+.— 'rtT"yire+ M- ^�s"±T•" --^ .'c^m•t...r%:= c• -^s.• .; -... 0 0 0 1 • INSPECTION RECOR -1 I 1 _ Retain a copy with perm,( • W p I I NSPECTION NO PERMIT NO. CITY OF TUKWIIABUILDING DIVISION g 5 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 u.. Q to d ;Prof ct• Type of Inspection: Z W . tC(.,- Vli, atAft/4. . H Address: Date called: I— O to / r 2 /( Z. Z F- Special instructions: Date wanted: t a.m. ? . . . U Requester: u) } f- sLei / p.m. 0 N , tit) o I-- �. Phone: W uJ i,`. �V I? n . Approved per applicable codes. El Corrections required prior to approval. Z; 1 uJ , COMMENTS: 0 N H f.. Z 59 (4 r a ?. 5;' C t; 13 t (n, ..4A L t 5- ge. P , • 5(21--- c. eqc f-A-04e... 1 )..__ k AA., ,7-i- ..) i . C 6 (1 p c,5 t_ o K- I, 42 C . 1 1 I .7 r, . r i I , 1 j...::..�.:ur l l j . � 1 � � � jr .Tqq' { . 8 ;7 , ,-. i k, I Inspector: /_) Date: W c.)1,, 4.441,3 f. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 4 . at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r ' x " . J I d Y '#' +swat . # J • r. nw• • _ a , , . "3:.4,4 _1+6;, x '? ) 4,4 r '7:.•.,,0 - .1' .:ti I ).. .,;t , ^::_t 4., i ' . . "s, S .r - z II 1- Z • 6 W 1..x7 .+c<. -: q�R7 TY .....t.m,s. .. ,„ . J U } 'K[' 'Ca+'Ni R'y...', - -. - I ^.'.- i'.3.. .s�^. . .i- �..�.. iC^ (n N W . J 'INSPECTION RECOR _ . ,. Dc 2 CO I- R e t a in • w erm: _ tL INSPECTION NO PERMIT NO. j 0 CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188. (206)431 -3670 u Q ; D Project: Type of Inspection: = a I Ili • Address: Date called: ? I— 12 14 (pi rably? , Special instructions: Date .wanted: a.m. ui t ,% j 1 p.m. ? Q Requester: t ! W 0 O N 3 ` I' Phone: H- 11J t1.1• I I'- r.: 4 Approved per applicable codes. 0 Corrections required prior to approval. L 0 o r) COMMENTS: Ili N: P. I : O z I " 53 ( f i t D ,/ s c—f lit i cal Svav�- 1 . ' P7 („(..DttAt ilk t o( p_e 1 1.,J.ca-J ite-tociv-e_ .... 1 _tf.2 — r.i rk 1 # 1),..6,-(1 - ..A_,...2.0 al - r6n x C cA • is • j C. 14 4 , I < j , - 4 R I ' try.. tie - i t .1 CO? 5 1`, S 1G. - 1 .. ,, ' i W a . Vi . * l, 4 I l Inspector: � Date: (/(v f J -� " ; i f p 1 i, ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid - "'= >A40: ' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. '"'`; °•° ;j Receipt No: Date: gilioVitA ti ;tee ,.. Fy A ., 4 'y •. ' 44 ; +3 ,A.f..y{'7{t5f 'iiVVo.,.:Y^M \'Ohleg , 44v , fdiS.A n S v: f i i A . ■ ,... ■ Z 4 :( • 1 I /... I F.. Z r IIJ o o , . INSPECTION RECORD 0 .bp 2 - a 2,) ' co IIJ ,:4 , III I -J 1- `: Retain a copy with permit . I w LL ...',, INSPECTION NO PERMIT NO. : ., .. • ■ al 0 '..:'.- CITY OF TUKWILA BUILDING DIVISION ! 2 ' , . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 i g rj u. < :::s;.::- ' Prpject:p Type of Inspection: . CO D — a ;;;51::::=' ' r p , . , ,:.,,... ,.. ,. Address: Date called. I Z I.— •4-.;: , . ?hil/10?' - : I .,, -: Special instructions: Date wanted: i a.m. • Z I— LL! uj Pm. 2 D Req_uester: D 0 ..-...6'.'"':• 0 IN .0. Cortsr. co — Phone: 0 1— — U.I I 0 . [I] Approved per applicable codes. II Corrections required prior to approval.. , z I,v commENTs: w , 0 co o i4',,.... . ... z /i a A it., t S12....) 49A. c \A" ...1 ' , . ' --7 )1 S S A/1-f( .,., .. , , 4ci-. ' '•t A t P .s-r 6 • ib tvu.A." 1,0/ o osa4 . , t , ) f L . , ,,:: __ ,,., • • :, , • :(----' ..:.:, • I -'_,... , - : 4'0 i 3 ) !Y ■ , .. . ..`": • g i l t i lAi • A. , ;, ,, :1: • ':• ! Inspector: Date: ,4 I ••el ' 14 .,,. • .;,,; , 61 \- E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -: Receipt No: Date: rAit,-4'.6 'A IMENVESIVENSMSEMMONINMSS Z Z no 11.1 U O co N om ` IN RECORD � �.�, - w = , Retain a copy with permit N ~ INP CPON NO. PERMIT NO. 0 � 0 CITY O F TUKWILA BUILDING DIVISION if 2 6300 Southcenter Blvd, #100,Tukwila, WA 981 (206)431 -3670 g Q Project: I Type of Inspection: d J. Address: ! Date called: Z h / )/- ).^^" i- 0 Special instructions :' Date wanted: L a.m. t Z I— . P.m. w Requester:: / t U 0 '. oN ! �V ,c1J CC�Ns( 0 N Phone: CI I — w u1 v. I V I E Approved per applicable codes. El Corrections required prior to approval. LL ~O . COMMENTS: •' til Z 0 N I- H }, O . FL.ft g/02_, , (it eti.)..: P.:19iti 0. h.,..,,....:-.0.,.. Li- M,i,ki ( 61 (b 1 a . (Z U i t,/, i4 ; 4" IVu_ ct 9 bAA ".6 ' ' - i tAchAr4A.ei ‘ .1.-(.4.4 Va-141 4 A aLca-17,41 .,, el-k- p Li.. A,.. ( tA. 1.041 ic) 1 3 t / { fir' F Uf+ WI 9/02 g vp Ok, A,r., prc .t.A n� l At '' �L�.A , 7 1 t� ' r .< /4 ¢� }Q"C VV.-- F 0 S j t . dhdrJ e. 6 r✓. . 1,,,,, t: A4 ) 1: k i,, WL L M+ i Inspector: 1 • Date: vZ h s: .., i ,„43. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid "f" ;*';c'`�` at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: €. ai ",., . y ■ haxMu a , r...1. -. . .., ;-3,' ; ,.. ,.,. .;,.6, :. . r. ,..,n +:. , . e .. a ^,m'..sr •'. .. .. r• ,,, . 4. , !; :f" !...tth, avgn::;,i,L:,v a, i :•.1 n' ! h= :i` ,lr.,�.:. ate.; %'• i • attYt, r3S+� t rr,: a': s4 :'r�+ •a� fi, ...0 Gi: +..rr — Z I—� W_• I _ -J C.) 1 N P cTIO — " ':"' . r . • co W S Rf ORD Doi W e n wipermit yc J ► INSPECTION NO 'T r - . PERMIT. NO �- WO CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 3670 • g Q Project: Type of Inspection . ,' c7-...4- 247 e* / y 9 )L7 L= /7V Pal 5 : 2, 44 T , , H w 1, Add ess: V Date called:. +' ,7 :- / '-- Af" — off ? . I Special instructions: Date wanted:' " a.m.. _ Z i- . 5 . .32-pm W W . i I,,.. Requester: 2 n ,fit FR 5D 4/ ,c 7 ; S 7/ 0 �� T Ph one: f O — . a 6 2 Y: -- 4JS5r ww l a Approved per applicable codes. Q Corrections required prior to approval .:. it LL r--: I COMMENTS: Z !i.! 555 5/ ?J /') Zi> . i.:ari�� t 0.. ._s , , `� .. . Z F. I . ' h' /, a � f 1 : t .i.,,,tial. 4,1...,...., (.4- #6...,,,- ?..,., • ;4=4,4.. - ,- , . - 4 ‘. I s 4 r 29 .P. iL Ad /ir,rJ ...: I: 7 k C � . /I(c..4. . i 4.f - (�,�, ' - ,, '1 i , , +. - I I ' i. I ::...... f 1 , y' y 'N:4.5: K.5 T: �! ) Inspector: Date: ..-•' IY / i ce`° i $ 47.00 REINSPECTION F EE REQUIRED. P rior to inspection fe m ust be aid � g ! y. i _ at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �i,x Receipt No: Date: . -v a tai' s" ItS,,;,4,4,.;Xi.,'Y.0 • Z 1 Z I w J V : CO itu 0 ; INSPECTION DU z -U�.- 1 J R etain a copy with' Perim N u.. ., N4 P Ii , ' PERMIT NO w 0 CITY OF TUKWILA BUILDING DIVISION � 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 t Q n . Pro'ct Type of Insp ection: = d ,fi : (Alit - u s a I-- W Address: Date called: ? H C� 24 Z I— O Special instructions: Date wanted: `/ a.m. uJ Z I— W ` p.m. � Requester: U � ` (,( Oi_ U.1 IA ' • : 0 Approved per applicable codes. El Corrections required prior to approval. p A Z COMMENTS: ' U f cir z 7/ I so 4„/L.6/6 2- rdx_11,4,(.4.3i . . \ F s ,sfa, ifruvx eld er F I i 7;1.4-*-- � I6.c.L . • F, JI: Iv 5 .e .e- a , v 7 aN d 114, ��T'--Q„ ,-i' Lu, 0,4 f 1 ,43 Gt..)&1& -. C a A G rx Co 9 �' `rte` 0 ! '/ u r -r r '2 , 7t _, Inspector: Date: f ; , ,�+ `; t� CO 2 'x 6 2 vi' > E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid " 4A at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. '.se> t ;; Receipt No: Date: ta, Jf :::,. tiTfa• - .+ . , t�Y .! _ Yc H i r i . i.g • J.. .• �ty.,,.k' . .. �-�n:..'JH 74. ... SS:. R: ,t.j! iy",y V a :k.,u,rz.,:•.f r..,i.a x,3.ar . :'k.,.,;• r s_ „1 ,; `• ',:'''''',,!,k; ..... ■ Z ,i— Z ' UJ Ce lig ^rIsr7: :"*" • 'r MIT s. 77"1 77 7 7 -:7 - ' ' ,....' .• ..... ..•:. ' .—.`- — — ' 7 — `' .. - .7 "' --- . ' 6 5 —1 0 00 .. . . ' . : ' ' INSPECTION RECOR 0 co 0 co uj I:, '`.. . ,-..•- , , .. i ... .... ,,.--. - Do2.- .:- ' ' ':',';;:.. ,'..: ''',.: ' ":: - , 'Retain4-copy with perm: .., 1 '' ,..: INSPECTION NO '-',' , ., ' / - ' : • y. v , ' ' PERMIT NO CO u_ la 0 • , '. ' CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 , g -I u., 4 04A .4 Type of Inspection: — 0 I Address: e tfr4 Date called: 1.- Ill r ' ,, • Cot I 9(7-- Z F... I — i ( . 0 Special instructions: s...: Date wanted: a.m. Z I-- • .... it. k P.m. UJ uj , 2 m Requ.oter: 1 7 I-01 . ki.) • 6.4,-.., • Phone: ' a 1.- i''. 11.1 u i . I 0 0 Approved per applicable codes. 0 Corrections required prior to approval. F [... — ..... COMMENTS: Z I 6.:1 i• 1 . „ . 0 1--- i 4 c i t z 0 1- i ti . _ . if (-) 1, 3 1 i 1 1 ' g - 4 Ito 1.._- cri “ e‘i C • 4 C es"„„(2J 17) ■. C 12) 1P9 ( g( -n) a„,.../r of 7 .: ... 1 . - , ) 1.:4... ......v.: t 1 4 'A ,414: ' I :illmo . , tlf _ 'I) Inspector: 61/ Date: , f (01 ( yl) 2-- i t El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 1 ; , at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i Receipt No: Date: • tATtic, yrql 0iW ..t....;” ,! . - . .. .r . : .., z ' ..:::':. A .."'' s .^" ••'' • • ' iir„: (,,,,,7:—, , ':, . ` ..,, ,,, il: .x.1•,, 2 , t, • V..., Y.`kV 1 ' 11, . i ..+:...`,4:t.i, Z .1-Z re W INSPECTION RECOR ,l W = I : ' Retail) a c w ith rm O Vz V b --' I :.. :.:......... .:•: -.., ..:., .... ;. s SPY` P cn LL INSPECTION NO. •`' PERMIT NO w 0 r , CITY OF TUKWILA BUILDING DIVISION g J 300 So Blvd # Tukwila WA' 98188 (206)431 -3670 Pr ject: Type of Inspection: d F Iii . ddress: Date called: Z F - Special instructions: Date wanted: _ a.m. 4/.4 - 012 - p.m. 2 n Requeste : D 0 . 3 • / A LLJ. � 4 . o Phone: C) I 7q; -.1s S' W W =U i,:. , Li Approved per applicable codes. [1] Corrections required prior to approval. ,. Z . COMMENTS: LLLI co U H F- O Z S G d2. YC.c� e 9' U�� 4R zo 5' C, 7_2- .. 14 .BUJ /VG �;', o Ce 2-0 0 . I ,J_ / . G ' 22_ 1. . t e- 6- . te _ / / / 1 �� , .. L , 4 - _Ai,/ /Ir ! ;r { : I 144 :. ' + 4 , . ''.41X Inspector: Date: K t z: I '"43 i 0' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid s _ r v lat , at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ;; Receipt No: Date: _ y ,,, jf, R.n.. k 'h? F+t +,;:!:,/°'M: 1� ?;' ,. t,-., a•. G .. , t Uti a .r.A.!pytw ;v3.✓.f1.4: 4+4.0V'tt's'.. a -. ,:!'r, X`�3F -A 1 4x�i r 1 : -: f -c 0, ,:! v a :�:t vim. W?'. �. • .1 �. i.nr'� c ,! ;: {�� Z ' � W • r4 2 k %tip y 14n 4 Fi f} t: : ".f Mt }h+lr. 6 +xNq e A 7c -.wr +" ""'+br'c 7"'' , 7rr -.. ,r' ---r V - O 1,' ,. INSPECTION RECOR j 1 L— ti 2. 0 CI - i I q 7 . ;. Refain a copy with perm ; 0) LL 7 .Lw r i( � - !!! `;;� INSPECTION NO A ` , ' P ERMIT NO. W 0 CITY . OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 u_ i Project: Type of Inspection: = W : �<i l� Z = . Address: Date called: I—. Special instructions: Date wanted: / a.m. W I j . V / ? /dz P.m. > R/ ,, Z : • = W : . H 0. 0 Approved per applicable codes. 0 Corrections required prior to approval. : t!- P. Z MA/ COMMENTS: U z 1 Z 1, i zfrt qfvo ,..4..w.dr,..ii 6 'kr. , Cut, .0_604 4: 6.,, -c. t `7 ' & . c _ . .(.... ..C. j l,J d L a ,t 111 /. . f / h\/ 0' 0 k • ( 4 &$ 0 A-A-1 MA( '44 . , r : ; y� q�ty j ,44V I .."" , ,. 1 ; Inspector: Date: '`�f' , 6L) c - A q t ' . 4 0 $47.00 REINSPECTION FEE REQUIRED: Prior to inspection, fee must be paid „ . , at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. " N r j Receipt No: Date: a q 3e -P ,; 3:t� `X .,... e t��" ,r :� � •! t yl die .Y ",..C.;`v•. '''''': . . a }, z��hv:l�:!$.`�4�'�xi" fib.'{ ki2ivrruC• s: v4t► iiu�L" ctC18�. �t' Ir." i+ t�. ��s'' �ls; '?twf�:°k}'t}k..,�i'.:�4�*7��L- �t °. ••'gut ?s".,•.:��"`:�.... �..� ....... .. .... ;'"•A, a „' , „ - Z j— Z ' „, ILI "I 2 . . —J 0 0 0 ,., 0 w ' , I: , IspteriorkgEfoRD vooc.—, - -, , - :.' 1 — : : . ■ ..1 ' e . n itcely with permit . ' - , 4 . INSPECTION NO. PERMIT NO 1 CITY OF TUKWILA BUILDING DIVISION ., . , .. . - 2 ., g 5 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (200)431 .. . • : u. < 2 — 0 Project: Type of Inspection: ,” i ' , ‹,.‹. .,., -...J. 2 r i 2-7 y /21 e )1.7 A P mi - s 7A X T ''• .:..,? -.I ..: ..::, , I— ILI Zi.... - Address: • 6/ Date called: ...„... " , , ,.,* ".-" " .''',,..4 : • /o7 1/ -: • 0- 01 .,,, ‘ , , ,.,1 1- 0 z 1- Special instructions: Date wanted: ": -. . '.., ' a.m. ' " : l' U1 uj 5 :1. 3c3a"- 1 . - ,., . Requester: .. - . . , ,i. ' - ' - - I - , . ' - ::'. ''2,',' 0 u) C3 I— . 0 6 2 9°2 :=, . , • ‘<-..::,-,.. i o I 1- .--, . . . L j Approved per applicable codes. 7 Corrections required prior to P approval. . . F;: I I 0 Z El . ' COMMENTS: . . 0 = . .: r: -I-: , . — 0 I— Z _ .. 5 i"ei 44,9 . .. 5'.5 • 5 17... rio..,,,afil.,-,Ai 4.41 I 4.1)/ - - " / 1 x5- L F ol 4, i - 2 7 • ,ty.) -‘- pi e? - . , . ..i ‘ . 1 ( : 1.-ola 7;A4 64-1 J /-16-1.-27. 2.) . ; . 5 41 1, 129 I.P. A. d ,tal I - s. c///-....,) ..-,, •• ! , , .,,,,, • T ' - - 77) /e.....e", tit LA,v,,. c ; , 4.... ..r I ili4i).-e*Yer1 b .!.; , 1 ..",' ,,. . r4,1414 ._:. : Ia.. „ • :if , , ! , ..., , . ( ) Inspector: Date: ,..-. . .. Imo 6, Q -.7 yr.36,4 • El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee be paid , - at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .1 Receipt No Date: '1 .0 • , t tre .. "•• 1. e -' . ' ' ' P * ''' - '' ' '' * ' '. ' '' '' 1 '' ' ' " ' . ' ' .. " ' .. . .- ..,' , • , .. ' AiAkti‘. 1,,, , . 41 ,e■dajlt,tr:batt04,41.'ik,i1 4.t.;3.4,4i;19eV,''....::..j'',A,:i4;.T. : •■■■• message rl Z Z IL n r.�•+�n1 s ti •r;•e t . s1 ^'x^ . r -..- -.�-.. r , .- -. r' :..r^ n+-";— e .:" (..) 0 , to o U' w = ,... I NSPECTION RECOR —' 1- I , , s Ret a: co py. - with p erm it ` .. L � W o ,. }IN NO , ; ,; ,` PERMIT NO. . OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 _ LL ' Project: Type of Inspection: I W R l P b Z Address: Date called: 0 Special instructions: Date wanted: a.m. W ui q / 7 J2-- P.m. U p , :::: L `4 Q2davela P �` A/, it/. : W ,, I S U r. 1"—' 0 \ ..0) 11 Approved per applicable codes. Corrections required prior to approval. t ..: COMMENTS: U = , 0 ~: Z i ! F e. 6 / rt ,/ l>o � L oG,rt'1 p t S Lip,. N wt " c - — 3.3 . .0 I S r - a • 56 L P . 7i3 _ / aA v�.s'l , L WSJ qo c (. r : , , .. ,... • . ,,:„..., 1 5 6 • - il�� n i' tir: :Rcp.c Inspector: j Date: j \ n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ' " " ' ' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. a , A i Receipt No: Date: 3` ` • . a : y;�.*j., _ „ +:L• , .,1,,,, yam; ,•�j!�.��NAl:,1j . ii 1, 4+;.. .u: i « «t:r_L ”;;; ,,,a:u'::,� . . .'i , , , , , . 0 . , . ...:,' ,. ,:.,., ,.i ti . .. , . . ,%. "` . w Seix:i1Yi;4,i1:1:1.".i�'::,^.; 1..td:1�Ynn <t . ...,� II Z HZ CC n \ V U O co 0 V/ W INSPECTION RECORD °z - U -J H Retain a copy with permit INSPECTION NO. PERMIT NO Ui uj 0 CITY OF TUKWILA BUILDING DIVISION r I 6300 Southcenter Blvd, #100, Tukwila, WA 98188 '. (206)431 -3670 - ', t < i w D t Proj ct: Type of Inspection: = d I ILI Address: Date called — I Sl 02 ZI- I Special instructions: Date wanted: a.m. W W t 7 lr 01 l 1 ' 'y/ 41. p m: D , C g Req ter: I tO r � `' .kA. .. / f L) rC ': 1 , I Ell Approved per applicable codes. n Corrections required prior to approval u' O l Z COMMENTS: U CO I% F 1 /I /0 t,,,, �3 , DT- Ttiie D: t- i ' tea} if Sv # L �1 k , 11 "� a1. Cclk . ti, ..a.. 1) � ' . ' . � ,t �;�, r te.► cs>! • S C 14 r . c p e j - 1.0.kk. 7 — Y r t 1 44 '1 ^i l1. ',}I o- Inspector: / Date: ( `� rats) f / 7/07, :_ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid r . , at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ° s M, Receipt No: Date: 4. , CR4 :1P,' , , P;iPt' r • .' .r �.. , . .: ., .... ,' .. ...� .w ., . .... -. �... , r . r,:.. I ..r,. ). �„,.� : rq'I� 1 .ti ;',' �: 1., 'a4 ,.. ,,, 4,, ,,, , ,T., ,, , , ,, , ,!1 , 4, , , , ,v . 1,,— .e ",,::4:rrr, d'.#:s„ , +.. y, , .:„a�i:s , 1 .. Z < . • I.- Z CL ILI 2 6 D --1 77 0 0 -' - .,,' .! -- ., t ; , -7:777 .., = -.,..•:•.,..:: .„... , ' :, ::.,.. ,.. ',„: ,1 1. 0 0 '. CO Iii 0 ,‘ INSPECTION RECOR Ill i Retain a copy with perif(77::) D6 co u_ INSPECTION NO PERMIT NO i uj 0 CITY OF TUKWILA,BUILDING DIVISION 2 . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 -.-,. co D Project: Type of Inspection: S (..\ — 0 Ale, hotioitsr 3 I) i I— ILI Address: Date called: Z I— . . I— 0 Special instructions: Date wanted: a.m. ILI a' P.m. 2 m • Requester: . 0 Phone: • ILI u j —I- - r Approved per applicable codes. 0 Corrections required prior to approval. — 0 . , Z , ' ' COMMENTS: fctt C.) i I- I 0 I- I SD 7/2'3 • c * 24 5 - • - 4 if le 51) . .. . -r c4 It ?--sf 77) Pw ay 44)(Ao_e : . .0y1 c I LIJ m4 6 1.44.07 (7.-- •11 , .. 1 0 4) C6 1..-7t /I *-- 2-r 1 io er-e-4i AD ..1) . . . ritt,„ chmt rii tk...it 7'4 : Ale11 c'. ( f --,,..1 th/41 k, coi- it ce * 24. ,:e_, sni2-44. 01,,z, vo.,,M. 77 / —r , -_. ., ' Cap ikg.197-e /D 7 4 7) , cii_ai 1 ticuAt i - rD y 2.. rx , 3 i ? P I . ie. I *iivv,mii , a..47-...it .4- . , o,„ • t fliit,, IS • Inspector: : . -\1 Date: (1,13-,., • 1 , 0 $47.00 liEINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid - .■ at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ) • 1 - --.- azo.a ,,,, .. 2. :, .'.., ,, '"74 , ..s= % • •-k117'; '''' ' . t f :'-.11 :' C ' - 7 * .,‘'..".-." '',', ': ' 7 I '''' . 4 ? '' . 1A4MattanteraggeSSENSOMMESSONn ' ■ . i . ',.• ' r • ... ' • • 4 '' i.i • ' '', A • ' ' ,'' C. V r, "(Pra,".1 .4 . • , *, t t , t ,r . r ., . ..„,... ,.. ,,,,,,,,.,,, A : • , .. " 71 . 7 1 " . '1 • ■•■ ' ' '' t•••••■■•\ ''eWW''I ■ `''' ''"\\ N .:-- - ON 1 kl; ' ' ,,... i1/4\? ........ ...... . ..... T . ,,,, I i , • ta AI \s City of Tukwila Steven M. Mullet, Mayor % -- i 0 % , 11 1 'I, IP \ ) a: ../: Fire Department Cc Thomas I? Keefe, Fire Chief I.,*'" ................ .....0 , _--- ' 1908 ----- z , . , 1 1- "I. 1.- ) z w ee 2 qw,m TUKWILA FIRE DEPARTMENT 6 = -J 0 O 0 FINAL APPROVAL FORM - cn 0 cf) LLI I MI x Permit No . OOD - 0.- 0 1 _1 1 _ u) u_ uj 0 ..• • I 2 , g 5 ii., < — cs x III k (N ifq 4 ( x Project Name \-14,..) - . KC .fr ...1 Z I— ; Address ' 9700 E m 41 LL ?' S Suite 2 m D 0 O - t , 5/1 t. Li. Utdr..., 01 's I • j 0 I- , Ili u j -- - - -- • LRetain-eurrent -inspection -schedule. I- rz L I 0 Needs shift inspection , z Ili u) , 0 r- 1 0 1 'Y Approved without correction notice , z Approved with correction notice issued Sprinklers Fire Alarm: Hood & Duct : Halon : Monitor Pre-Fire Permits ....,, -,,,,,,,, „ .. vrg --\A --)"_../ T (0 "1:1 I ( ll-/cf-o) , .,....,■ Authorized Siibnature Date 4, 1 161I'mit'' - ur 1 P511, ' , W''tii FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 ::1414 e itV. Il l i i . N 2 64 1 7 1111 : 1 4: Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 4 11% ------------- 1 • . , N �+% Environmental i, _ Geotechmcal n �� . Construction 4 Consulting • Engineering • Testing RECEIVED , 1 OCT 1 5 2002 k COMMUNITY REPORT OF INSPECTION ACTIVITIES DEVELOPMENT -1, n CLIENT:. Maureen Thomas PROJECT: K.C. Airport Lot 14 ' 4 King Co, Dept. of Construction and Redevelopment re 2 :, Facilities Management 6 D ' , 500 4th Avenue Rm. 320 U O' Seattle, WA 98104 -2337 • •' U) 0 PERMIT NO.: D02-019,D02-020 ' U) W' DATE: September 30, 2002 JOB NO.: 712- 10303 -82 J H , INSPECTOR: Y. Shprits REPORT NO.: FR31050 N LL REMARKS: W 0 A PSI representative received 4 samples of asphalt class B for rice density tests g sampled by Chris McBride 9/30/02 (see DR3921). u. D _ WORK CONFORMS TO APPROVED PLANS: YES NO I— 2 + Respectfully submitted, • 1- 0 . PROFESSIONAL SERVICE INDUSTRIES, INC. W j: U p' ;O - Scott J. Thomas, P.E. ;0I— ct Engineer roje ngin '= P W YS /tin :. _ N U Z f . U Z t � fit a,x4 yekj� . 3� :`I cc: DCLU 1 1_ � ,��:,,�� 1 • REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. I� ntltll1 0111 I. Build on -.. , ` $ " 'L + j Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282 -0666 • Fax 206/282-0710 , i N tx Environmental T' � ruction RECEIVED - , Consulting • Engineering • Testing it OCT 15 2002 i COMMUNITY i DEVELOPMENT l REPORT OF INSPECTION ACTIVITIES I Z CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 I'' ' ,I-- Z ' . [ King Co. Dept. of Construction and Redevelopment W 1 re i Facilities Management QQ m 500 4th Avenue Rm. 320 W 0 JU j' Seattle, WA 98104 -2337 U O PERMIT NO.: D02- 019,D02 -020 CO U (n W DATE: September 26, 2002 JOB NO 712 - 10303 -79 W I INSPECTOR: Y. Shprits REPORT NO.: FR31047 N ~ W ; REMARKS: W O. A PSI representative received samples of asphalt class B from the lines in front of the hangers #3 and #4. He sampled for the ignition furnace test and gradation and the g rice density (see the DR report). N m`, 1.._ WORK CONFORMS TO AI'PROVCD PLANS: \'CS NO =' Z � O , Z • Respectfully submitted, W PRI ESSIONAL SERVICE INDUSTRIES, INC. g ai p p v 0 CO' a, 0� Scott J. comas, P.E. W W' Project Engineer H Ui YS /tin . ' !' O i . di z U 0 . i- _ 0 1- Z I ti, ' , k : f Y ` . ! 1t rvS, 7) i' t r 4 !ft {. cc: DCLU REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. , � '"+ " s Irtfv� '� i�7rcdt'cr�r. Iv Build On ,,, ;,t'4 '* .,., Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282 -0666 • Fax 206/282 -0710 7 ^} i:;:_.. : :: r= « y e , i • 1 e ,, --- "-., '`' C, f Environmental ;; Geotechnical N 3 �/�7® . Construction ED , Consulting • Engineering • Testing R��✓�� OCT 01 2002 REPORT OF INSPECTION ACTIVITIES DEVELOPMENT Z 1 Z, CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 W King Co. Dept. of Construction and Redevelopment re Q 2 Facilities Management . U 500 4th Avenue Rm. 320 U 0 . ' Seattle, WA 98104 -2337 N f] PERMIT NO.: D02- 019,D02 -020 W = ' DATE:. September 21, 2002 JOB NO.: 712 - 10303 -75 H in INSPECTOR: C. Henke REPORT NO.: FR30530 0 REMARKS: W A PSI representative arrived on site for the visual inspection of welding as required g = by the project plans and specifications. j! He performed a visual inspection of the tack welds on the rail for hanger #1 bay 0 doors prior to the concrete pour in the rail trough. H = The work at the above referenced locations was in compliance to the project ? f— 1— O specifications and the governing codes to the best of the inspector's knowledge. The z I— ; welding was performed by a WABO certified welder. 2 ] '; WORK CONFORMS TO APPROVED PLANS: YES NO 0 al Respectfully submitted, = 0 P • OFESSIO • - SERVICE INDUSTRIES, INC. U. F- 4 d Wz s U -- Scott J. Thom '.E. ~ O F Project Engineer Z CH /tln I • 4 ti r /�" :�� • I i Mr..t.,IM ' 0574 V 'w g¢ it cc: DCLU ".'. ;, REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Information .l o Build On ' ' i } r `" Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282 -0666 • Fax 206/282 -0710 ,.`>r �� • 1 I 1 1 9 .- !, N ; Environmental Consulting • Engineering • Testing RECEIVED SEP 2 6 2002 COMMUNITY R EPORT OF INSPECTION ACTIVITIES DEVELOPMENT z , _ z. CLIENT: • Maureen Thomas PROJECT: K.C. Airport Lot 14 • ct W King Co. Dept. of Construction and Redevelopment Facilities Management J U, 500 4th Avenue Rm. 320 0 O' Seattle, WA 98104 -2337 N PERMIT NO.: D02- 019,D02 -020 J = DATE: September 20, 2002 JOB NO.: 712 - 10303 -76 Cl) u INSPECTOR: C. Henke REPORT NO.: FR30536 W 0 REMARKS: 2 A PSI representative arrived on site for the high strength bolting inspection as g required by the project plans and specifications. co D He performed visual inspections on the HSB connections in the hanger #2. The work w at the above referenced locations is in compliance to the project specifications and i z~ governing codes to the best of the inspector's knowledge. z 0 , • WORK CONFORMS TO APPROVED PLANS: YES n NO 0 . Respectfully submitted, + N 0 H! PROFESSIONAL SERVICE INDUSTRIES, INC. = W ' Sc . h omas, . . tli Nw ` Project Engineer U CH /tln F 1 z • • } } nj. n2,-i .Fir. t ' N , . , 1 Li*. 1 -,: • cc: DCLU i,, '` REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. Information To Build On n, Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282 -0666 • Fax 206/282 -0710 u�.a -= 1 I .......... T . Environ. rental N�� Geotechnical `, I,, . Construction •t Consulting • Engineering • Testing RE VE ri 0 s SEP 6 200 REPORT OF INSPECTION ACTIVITIES CO UNITY • DEVELOPMENT • Z CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 • 1 King Co. Dept. of Construction and Redevelopment W re Facilities Management QQ 500 4th Avenue Rim 320 J U Seattle, WA 98104 -2337 V O . PERMIT NO.: D02- 019,D02 -020 rn DATE: September 18, 2002 JOB NO.: 712- 10303 -73 W = I INSPECTOR: C. Henke REPORT NO.: FR30531 N t I REMARKS: W o A PSI representative arrived on site for the visual inspection of welding as required g by the project plans and specifications. g J . He performed a VT on the jack welds on the light gauge railing for hanger #2 bay W j doors. C1 The welding was performed by a WABO certified welder and the work at the above Z H referenced location is in compliance to the project specifications and governing codes to the best of the inspector's knowledge. w O IA D WORK CONFORMS TO APPROVED PLANS: PI YES NO O co a t- Respectfully submitted, • W W PROFESSIONAL SERVICE INDUSTRIES, INC. I U t — � , W . O : Iii Z Scott . Thomas, P.E. 0 i :. Project Engineer 0 t CH/tln Z i . • • r +, .„ Sf „ , 3 - <' ` 4 �, w1 : ,, >1:� • " •. "”' t.f . • ti,t1 A cc: DCLU ° ' f, hrd �y }7 �j REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Information m TG! tion' 1'o Build On ( : + , 3' I' I "fit z .s Professional Service Industries, Inc, • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282 -0666 • Fax 206/282.0710 �+ .: •. • N I 1. I.EE: n RECEIVED Consulting • Engineering • Testing . SEP 2 4 2001 COMMUNITY . f REPORT OF INSPECTION ACTIVITIES DEVELOPMENT . CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot I4 Q . { King Co. Dept. of Construction and Redevelopment J Facilities Management t W 500 4th Avenue Rm. 320 ft L i -I WA 98104 -2337 � o, PERMIT NO.: D02 -0 i 9,D02 -020 U O DATE: September 11, 2002 JOB NO.: 712 - 10303 -72 • U) w INSPECTOR: C. McBride REPORT NO.: FR30723 W I REMARKS: CO � ; • ` A PSI representative arrived on site to inspect the work in progress and check in W 0 with the scheduling. Northwest Construction is "cutting" the in place fill to grade and 2 filling it with on site recycled asphalt/soil. The geo- engineers are approving the -' subgrade. After the subgrade is prepared, crushed rock (both base course and top course) u) d will be placed at that time. PSI will be on site for the compaction testing. The placing of H W the crushed rock is to take place next week. z H I— O . WORK CONFORMS TO APPROVED PLANS: YES NO W 1 J ' :o Respectfully submitted, U Cl) PROFESSIONAL SERVICE INDUSTRIES, INC. , CI H '1 W W It u_ I-- H Scot J. ho as P.E. O• Project Engineer W to CM /tin H =; O 1- Z ce, ' . ; i'y cc: DCLU 7 fi REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ' Build On 'u` Irtf�r�rtatic To ,f� . Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282 -0666 • Fax 206/282 -0710 , , -1 . _ .. .•... e,.,.,, »... ,.. .... .. „.,..- -,..4l5i+i+GL:Liam.$,,, t h � ; Environmental Geotechnical r� . Construction Consulting • Engineering • Testing RECEIVE D REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST SEP 3 0 1001 i CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 ' King Co. Dept. of Construction and Redevelopment COMMUNITY Facilities Management DEVELOPMENT 500 4th Avenue Rm. 320 . Q 1 Seattle, WA 98104 -2337 _ ~ 1~ W 1 PERMIT NO.: D02 -019, D02 -020 Ct j DATE: August 23, 2002 JOB NO.: 712 - 10303 -69 6 m i TECHNICIAN: C. McBride REPORT NO.: CR21945 U O 1 FIELD DATA ' co o NW LOCATION OF PLACEMENT: Utility Pad between Hangar #7 + #3. Also, Hangar #1 Bay door troughs on the north and south faces. = • Samples were taken at 5.00 cubic yards of 12.00 cubic yards placed total. N i 1 Date Placed August 23, 2002 Supplier 54 w O Time 07:25 AM Mix Number and Proportions 340361 Q Delivery Ticket No. 326376 Truck No. 208 Cement 550 lbs, including flyash LL < _ N Slump, In. 4.00 Water (� I Air Content, °A. Fine Aggregate 1410 lbs H = Z' - ' Air Temperature, °F v Coarse Aggregate 2049 lbs I- O• 1 Concrete Temperature, °F 76 Flyash W F- W I D a te Received In Lab A 23, 2002 A dmixture 4 oz MRVRA n 1 ; Field Data Submitted By PSI /C. McBride 17.8 oz HRWR N 0 1 - Mix Data Submitted By 54 . W — NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: 01-96 (EXC. SEC. 9.2.2); SLUMP: C143.97 (EXC. SEC. 6); TEMPERATURE: C106446(93); SAMPLING: C172.97 W COMPRESSION TEST RESULTS OBSERVATIONS F" Cylinder Cylinder Compressive ® Cylinders made by PSI representative. W Z i S amp l e Di ameter A re a Date Age Load Strength [X] Cylinders p i c k e d up b PSI al No. (in.) (in ?) Tested (days) (lbs.) (p.s.i.) Fracture Type representative. V co ■ A 4.00 12.57 8/30/02 7 54800 4360 Cone [X] Test results comply with applicable ~O I- i specifications. Z • B 4.00 12.57 9/20/02 28 70000 5570 Cone ❑ Test results do not comply with applicable specifications. C 4.00 12.57 9/20/02 28 71500 5690 Shear ® R einforcing steel was found to comply • with plans and project specifications. 1 S D 4.00 12.57 Discarded p Reinforcing steel does not comply with • plans and project specifications. ❑ Reinforcing steel not inspected by PSI . representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ® YES ❑ NO ASTM Test Method: ® C31 p C39 ❑ C143 ® C172 ❑ C231 ® C1064 p C 1 231 ❑ Other: REMARKS: A PSI representative was on site to witness concrete placement. Concrete Respectfully submitted, < r L` . . was placed by chute and consolidated with a vibrator. Professional Service Industries, Inc. : -;``` °651■.,. ATI: 1 , ;4:304,„--:; Y .. Scott J. Thomas, P.E. ' Project Engineer 01 . .14 it., i .'+A�3 ).�5 . cc: 1 THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. , J REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. jl t { (I / GI fl ()11 I U Wilily oil „ ., , Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282 -0666 • Fax 206/282 -0710 e I .� _:. li ._....., »......,....- ....u..•. r1'nL +.- Ftti:.4�L'r..:.i�+L+s+.o:w , N.xww , ..ws...w.S..... ... • .... ....w..w «.vr.r . r..... .r..s.......,_,... »..,......... ... .... W r..+x ]tcWW Nknri.mr.rrw.+M^mn %wsfl �. i RSb. 't'l . t'. $4flS $ . I•.:/F' !....,.=......,.......,.,...........■,.........,..., .... • ' • �, Environmental - RECEIVED Geotechnical M� • Construction SEP 1 7 2002 Consulting • Engineering • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST COMMUNITY DEVELOPMENT CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 , King Co. Dept. of Construction and . Redevelopment Facilities Management C 500 4th Avenue Rm. 320 t Seattle, WA 98104 -2337 Z PERMIT NO.: D02 -019, D02 -020 ;1- Z DATE: August 15, 2002 JOB NO.: 712- 10303 -68 CL 6 TECHNICIAN: C. McBride REP ORT NO.: CR19106 J U g FIELD DAT V 0 LOCATION OF PLACEMENT: Hangar #3 Trough for Bay Doors. : Samples were taken at 6.00 cubic yards of 6.00 cubic yards placed total. i = ' Date Placed August 15, 2002 Supplier 54 CO li- iw O Time 08:15 AM Mix Number and Proportions 340363 2 A Delivery Ticket No. 324125 Truck No. 219 Cement 431 lbs Q 1 Slump, In. 6.00 Water Co g. Air Content, '% Fine Aggregate 1345 lbs = iw Ir— Mr Temperature, °F Coarse Aggregate 1945 lbs Z Concrete Temperature, °F 75 Flyash 137 lbs Z Date Received In Lab August 15, 2002 Admixture .3 oz AEA iW Lu Field Data Submitted By PSI /C. McBride 45 oz MRWRA U O. Mix Data Submitted By 54 16.7 oz HRWRA . �` NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31A6 (EXC. SEC. 9.2.2); SLUMP: C143 -97 (EXC. SEC. 6); TEMPERATURE: C I IK,4 - !46(13): SAMPLING: CI72A7 . COMPRESSION TEST RESULTS OBSERVATIONS 2 U J Cylinder Cylinder Compressive Cylinders made by PSI representative. I - - ' Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI - Z No. (in.) (in ?) Tested (days) (lbs.) (ps.i.) Fracture Type representative. W Z , ® Test results comply with applicable U co A 4.00 12.57 8/22/02 7 55000 4380 Cone specifications. 0 H B 4.00 12.57 9/12/02 28 62500 4970 Shear ❑ Test results do not comply with Z . applicable specifications. . C 4.00 12.57 9/12/02 28 64500 5130 Shear ❑ Reinforcing steel was found to comply with plans and project specifications. J D 4.00 12.57 Discarded ❑ Reinforcing steel does not comply with { . plans and project specifications. . . • ® Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ® YES ❑ NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C1231 ❑ Other: REMARKS: . A PSI representative was on site to witness concrete placement. Concrete Respectfully submitted, placed by chute and consolidated with a vibrator. P y Professional Service Industries, Inc. '° - "- �:. was --�: 1 -3:7,. I N, 'M-- ■ c ;.)'.i., µ.t Scott J. Thomas, P.E. i�n 1 :Im. ": Project Engineer 1; , • Cc: a.a THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. J, . REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. On ( . Build u ild Information CI ! Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282 -0666 • Fax 206/282- 0710 ' J 7 �L : Lt 1 .. - .. fflnM 91aId4ttNnderti�.,. w,.. n..N.., -- .- .- rer_k..x. -- .....,..,...,,, — - w..- ..._.._._...,....... --- yr —.N40%4vk�H..✓mtLL�ltMt`, - . - �fr A . i i1 � i Information / .ToBuild On RECEIVED 3 Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST $EP 12 2002 CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 COMMU King Co. Dept. of Construction and • Redevelopment D EVEL OPM 1 Facilities Management . 1 500 4th Avenue Rm. 320 Z I • Seattle, WA 98104 -2337 = PERMIT N .: D02 -0 I 9, D02 -02 ,i— W DATE: August 8, 2002 JOB NO,: 712 - 10303 -6 TECHNICIAN: C. McBride REPORT NO.: - CR44113 6 j iO FIELD DATA U 00 LOCATION OF PLACEMENT: 6" Slab on grade "Washpad." CO Samples were taken at 20.00 cubic yards of 50.00 cubic yards placed total. CO I J H Date Placed August 8, 2002 Supplier 54 CO u_ w 0 `, Time 07:45 AM Mix Number and Proportions 340163 } Delivery Ticket No. 322142 Truck No. 264 Cement 431 lbs g ~ , Slump, In. • 6.00 Water Air Content, % Fine Aggregate 1362 lbs Z W _ ~ Air Temperature, °F 56 Coarse Aggregate 1962 lbs Z 1. Concrete Temperature, °F 74 Flyash 135 lbs Z 0 , Date Received In Lab August 8, 2002 Admixture 1.0 oz AEA IJJ W ci Field Data Submitted By PSI /C. McBride 34.4 oz MRWRA U Mix Data Submitted By 54 16.9 oz HRWRA • O Cl) I NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31 -96 (EXC. SEC. 9.2.2). SLUMP; C1.13-97 (EXC. SEC. 6); TEMPERATURE: C106.1416(93); SAMPLING: CI72.97 ~ . COMPRESSION TEST RESULTS OBSERVATIONS I U 1 ® Cylinders made by PSI representative. 1 "" 7 Cylinder Cylinder Compressive F — Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI U. O No. (in.) (in:) Tested (days) (lbs.) (ps.i.) Fracture Type representative. Ili Z A 4.00 12.57 8/15/02 7 52500 4180 Shear [X] Test results comply with applicable 1:: specifications. �- B 4.00 12.57 9/5/02 28 64500 5130 Shear ❑Test results do not comply with Z I . i applicable specifications. 1 C 4.00 12.57 9/5/02 28 63500 5050 Shear ❑ Reinforcing steel was found to comply D 4.00 12.57 Discarded with plans and project specifications. t ❑ Reinforcing steel does not comply with i plans and project specifications. ® Reinforcing steel not inspected by PSI • representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ® YES ❑ NO • ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C1231 ❑ Other: i REMARKS: I A PSI representative was on site to witness concrete placement. Concrete Respectfully submitted, was placed by chute and consolidated with a vibrator. Professional Service Industries, Inc. O sk " . ....._ Scott J. Thomas, RE. ; `b , Project Engineer .4,�, > ., . cc: 1 THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. .: 4-1 y• i Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282 -0666 • Fax 206/282 -07109 . .. _ . . ...... a r NHM# wFn* rRM+r.-.......-...-....._.. rrww... rr....• pw. wl.. tHyllWetlNMYM !fiflQhp`k!!'66itljr il� i Information RECEIVED r ` 2 F .To Build On 002 Engineering 1 iPINSPECTION AND CONCRETE COMPRESSION TEST AUG 0 8 2 COM CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 DEVELOPMENT • King Co. Dept. of Construction and Redevelopment • Facilities Management • 500 4th Avenue Rm. 320 Z Seattle, WA 98104 -2337 Z PERMIT NO.: D02- 019,.D02 -020 DATE: July 23, 2002 JOB NO.: 712 - 10303 -57 CL W :• TECHNICIAN: C. McBride REPORT NO.: CR19033 �' J ri FIELD DATA O O LOCATION OF PLACEMENT: N 0 Samples were taken at 114.00 cubic yards of 114.00 cubic yards placed total. J = Date Placed July 23, 2002 Supplier 54 CO u_ 1 0 Time 08 :30 AM Mix Number and Proportions 340861 w 2 Delivery Ticket No. 317576 Truck No. 265 Cement 421 lbs Type I J Slump, In. 5.00 Water LL t Air Content, % Fine Aggregate 1326 lbs I d = W Air Temperature, ° F Coarse Aggregate 2148 lbs 1... _ Z 1.— I Concrete Temperature, °F 75 Flyash 135 lbs Z O . Date Received In Lab July 23, 2002 Admixture 44 oz MRWRA IL W 1 2 : . I Field Data Submitted By PSI /C. McBride 17.5 oz HRWRA U 0. Mix Data Submitted By 54 O N, NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C3 I-96 (EXC. SEC. 9.2.2); SLUMP: C143.!)7 (EXC. SEC. 6); TEMPERATURE: C1064.86(93); SAMPLING: C172.97 I COMPRESSION TEST RESULTS OBSERVATIONS •••• _ W W Cylinders made by PSI representative. - 1-- U ® Cylinder Cylinder Compressive V S ample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI 0 No. (in.) (in, Tested (days) (lbs.) (p.s.i.) Fracture Type representative. Z A 6.00 28.27 7/30/02 7 125500 4440 Shear ® Test results comply with applicable U N specifications. H } B 6.00 28.27 8/20/02 28 ❑ Test results•do not comply with Z I applicable specifications. i C 6.00 28.27 8/20/02 28 ® Reinforcing steel was found to comply . D 6.00 28.27 with plans and project specifications. I ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. - 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ❑ YES ID NO • ASTM Test Method: ® C31 0 C39 ® C143 ® C172 E] C231 ® C1064 ❑ C1231 ❑ Other: REMARKS: • A PSI representative was on site to sample the concrete. Concrete was Respectfully submitted, placed by pump and consolidated by vibration. Resteel was placed in Professional Service Industries, Inc. ^ • ;, :N accordance with approved plans and specifications. j i' t.. Sam Yaghmaie, P.E. .' +^.�'`I s �. ' Department Manager, Seattle Construction Services '` t.. • i cc: ' ,} " }�,� r ( ;t:ajffi(IFiA�' f THESE TEST RESULTS APPLY ONLY TQ THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. 0.1414 fi t . � Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282 -0666 • Fax 206/282.0710 t u t �s� 1 4 AY A „,. , ..'. Wer, tWortiMOT84167 4.0 aa..vee Arr sm.M. , PYMM?OA , 14!`iM11 /firY4VSKI, 7+.91 • Pr Information RECEIVED , J .To Build On AUG d 8 2002 • Engineering • R POOR FI D INSPECTION AND CONCRETE COMPRESSION TEST ` COMMUNITY DEVELOPMENT CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 King Co. Dept. of Construction and Redevelopment Facilities Management :l 500 4th Avenue Rm. 320 Z Seattle, WA 98104 -2337 PERMIT NO.: D02 -019, D02 -020 . ,I W • DATE: July 23, 2002 JOB NO.: 712- 10303 -57 Q g TECHNICIAN: C. McBride REPORT NO.: CR19032 6 J FIELD DATA N � LOCATION OF PLACEMENT: Samples were taken at 10.00 cubic yards of 10.00 cubic yards placed total. LLI _ Date Placed July 23, 2002 Supplier 54 CO 0 Time Mix Number and Proportions 340861 W ! 2 Ticket No. 317511 Truck No. 264 Cement 418 lbs Type I ` Slump, In. 6.00 Water W U) d Air Content, % Fine Aggregate 1344 lbs = W y F- Air Temperature, °F 70 Coarse Aggregate 2145 lbs Z 1.- 333 Concrete Temperature, °F 75 Flyash 135 lbs Z l Date Received In Lab July 23, 2002 Admixture 44 oz MRWRA W uj Field Data Submitted By PSI /C. McBride 17 oz HRWRA U D. Mix Data Submitted By 54 • 0 N C11— . NOTE; APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31-96 (EXC. SEC. 9.2.2); SLUMP: C143.97 (EXC. SEC. 6); TEMPERATURE: C1064.X6(93); SAMPLING; CI72.97 W 1 COMPRESSION TEST RESULTS OBSERVATIONS - I U I Cylinders made by PSI representative. F- ® H Cylinder Cylinder Compressive up I O • I • Sample Diameter Area Date Age Load Strength ® Cylinders picked p b y PSI Z 1 No. (in.) (in.') Tested (days) (lbs.) (p.s.i.) Fracture Type representative. W N j A 6.00 2 7/30/02 7 115000 4070 S ® Test results comply with applicable U = specifications. o F- B 6.00 28.27 8/20/02 28 ❑ Test results do not comply with Z ' applicable specifications. • C 6.00 28.27 8/20/02 28 ® Reinforcing steel was found to comply D 6.00 28.27 with plans and project specifications. [] Reinforcing steel does not comply with plans and project s pecifications. • [] Reinforcing steel not inspected by PSI representative. • 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: El YES 0 NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C1231 p Other: REMARKS: A PSI representative was on site to sample the concrete. Concrete was Respectfully submitted, placed by pump and consolidated by vibration. Resteel was placed in Profess' nal Service Industries, Inc. 7. ; `' ,. accordance with approved plans and specifications.. The mix had I ' /z" max ` ,. ,, size aggregate. , ''a, 1 }` t : , Sam Yaghmaie, P.E. r ' Department Manager, Seattle Construction Services r; y . IA ' THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. ' REPORTS MAY NOT BE REPRGDUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Ca l...L. #0 )cµ �� 1's Z I Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119.1706 • Phone 206/282 -0666 • Fax 206/282 -0710 $ : «n, :v.:.t,,,u. rrx..«..v...,, ........ n . x.w,mi�wmaa*Kalvtxwa+.m•.v.wrxw M{Y ��YS5h7V{t.ldiwbD13iC 1 ' ............ . • /- r - . rANNARiala Infort -. _.,tion / .To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST__ RECEIVED CLIENT: King Co. Dept. of Construction and PROJECT: K.C. Airport Lot 14 Facilities Management Redevelopment 'AUG 0 7 2002 500 4th Avenue Rm. 320 Seattle, WA 98104 -2337 COMMUNITY Attn: Maureen Thomas DEVEL < • PERMIT NO.: D02 -019, D02 -020 • ,}--- Z , • DATE: July 2, 2002 JOB NO.: 712-10303-45 ... W TECHNICIAN: C. McBride REPORT NO.: CR18944 .J U FIELD DATA U O LOCATION OF PLACEMENT: Concrete sampled at approximately grids 8 + B of Hangar #1 CO W Samples were taken at 300.00 cubic yards of 330.00 cubic yards placed total. J Date Placed July 2, 2002 Supplier 54 NIL Time 10:50 AM Mix Number and Proportions 340161 W} Delivery Ticket No. 312473 Truck No. 400 Cement 555 lbs Type I g j LL < �77 Slump, In. 7.00 Water G7 D I t Air Content, •/. Fine Aggregate 1350 lbs H W ' Air Temperature, °F Coarse Aggregate 2129 lbs Z H - Concrete Temperature, °F Flyash Z 0 . Date Received In Lab July 2, 2002 Admixture , 44 oz MRWRA Field Data Submitted By PSI /C. McBride 17 oz HRWRA U 0 N Mix Data Submitted By 54 On I--: NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: 021.96 (EXC. SEC. 9.2.2); SLUMP: C143•97 (EXC, SEC. 6); TEMPERATURE: C1064.86(93): SAMPLING: CI72.97 COMPRESSION TEST RESULTS • OBSERVATIONS Z U uj Cylinder Cylinder Compressive ® Cylinders made by PSI representative. H Cylinders picked u by PS I 0 Sample Diameter Area Date Age Load Strength ® C Y p p Y Z No. (in.) (in ?) Tested (days) (lbs.) (p.s.i.) Fracture Type representative. I j j A 4.00 12.57 7/9/02 7 58000 4610 Shear ® Test results comply with applicable U specifications. F' _ O ~ . Ts 4.00 12.57 7/30/02 28 74500 5930 Shear ❑ Test results do not comply with Z applicable g spe C 4.00 12.57 7/30/02 28 75500 6010 Shear ®Reinforcing steel was found to comply { D 4.00 12.57 7/30/02 Discarded with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. • 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ® YES ❑ NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ❑ C1064 ❑ C1231 ❑ Other: . REMARKS: A PSI representative was on site to sample the concrete. Concrete was Respectfully submitted, placed by pump and consolidated by vibration. Resteel was placed in Professional Service Industries, Inc. ' accordance with approved plans and specifications. , , '1 i 6-%zz,e-e-- r Sam Yaghmaie, P.E. S` ; i�a Department Manager, Seattle Construction Services ) I ' . '' : .�s� aw► Cite: ] (5) "'S�q�.��. �L ^ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. y i REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. +• ': Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282.0666 • Fax 206/282.0710 ' . t, ) .. - ,,.m•. »Savka rrt.:,• rw^ r> u.,.:.. w.........:, •.naa:remXM4�2:6NEcd.Ayr'�nGti)S • • • —�, ,l i Information �� .To Build On ' . • Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST I . S CLIENT: King Co. Dept. of Construction and PROJECT: K.C. Airport Lot 14 Facilities Management Redevelopment 1 500 4th Avenue Rm. 320 Z 1 Seattle, WA 98104 -2337 • I Attn: Maureen Thomas '� PERMIT NO.: D02- 01.9 D02 -020`: U O i DATE: July 2, 2002 JOB NO.: 712= 10303=45 0 TECHNICIAN: C. McBride REPORT NO.: CR18944 � W 1 W = 1 FIELD DATA ') F ' N u. i LOCATION OF PLACEMENT: Concrete sampled at approximately grids 8 + B of Hangar #1 p Samples were taken at 300.00 cubic yards of 330.00 cubic yards placed total. } Date Placed July 2, 2002 Supplier 54 J. • a L < Time 10:50 AM Mix Number and Proportions 340161 N Delivery Ticket No. 312473 Truck No. 400 Cement 555 lbs Type I = W 3 Slump, In. 7.00 water Z F 1 . Air Content, % Fine Aggregate 1350 lbs ~ 0 ZII—, Air Temperature, °F Coarse Aggregate 2129 lbs W W Concrete Temperature, °F Fiyash V U ' Date Received In Lab July 2, 2002 Admixture 44 oz MRWRA O N 0 '— Field Data Submitted By PSI/C. McBride 17 oz HRWRA W Ill Mix Data Submitted By 54 H . ii. NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: 031.96 (EXC. SEC. 9.22): SLUMP: C143.97 (EXC. SEC 6); TEMPER C1064•17607): SAMPLING: 0172.97 • • Z ' COMPRESSION TEST RESULTS OBSERVATIONS W U N ® 1 _, — = Cylinders made by PSI representative. Cylinder Cylinder Compressive Sample Diameter Area Date Age Load . Strength Z Cylinders picked up by PSI 0 I No. (in.) (in.=) Tested (days) (lbs.) (p.s.i.) Fracture Type representative. Z • A 4.00 12.57 7/9/02 7 58000 4610 Shear ® Test results comply with applicable , • specifications. B 4.00 12.57 7/30/02. 28 ❑ Test results do not comply with applicable specifications. ' C 4.00 12.57 7/30/02 28 El Reinforcing . steel was found to comply , D 4.00 12.57 7/30/02 with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. i ❑ Reinforcing steel not inspected by PSI representative, 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ❑ YES ❑ NO ASTM Test Method: Z C31 ❑ C39 ®C143 ® C172 ❑ C231 ❑ C1064 ❑ C1231 ❑ Other: r REMARKS: rift, : ; :• om `'V ■ A PSI representative was on site to sample the concrete. Concrete was Respectfully submitted, ' ' ril`Yi ill; placed by pump and consolidated by vibration. Resteel was placed in Pro essional Service Industries, Inc, ; - accordance with approved plans and specifications. ,.at. ' • °s... . ' $34,„ . ',`Ii: , , t •5 Sam Yaghmaie, P.E. �' } :1 Department Manager, Seattle Construction Services Y . , CC: yr « w THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. iti�% .' ,'_ �! r+nx REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. � , t Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282.0710 " ° 1 . .. . . t , .- .--4„ r .� N Information ir22 .To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST . • CLIENT: King Co. Dept. of Construction and PROJECT: K.C. Airport Lot 14 . Facilities Management Redevelopment 500 4th Avenue Rm. 320 Z Seattle, WA 98104 -2337 ` = Z • Attn: Maureen Thomas ; W • W D PERMIT NO.: D02 -019, D02 -020 U O DATE: July 2, 2002 JOB NO.: 712 - 10303 -45 to p TECHNICIAN: C. McBride REPORT NO.: CR18944 • CO W W= FIELD DATA '— N LOCATION OF PLACEMENT: Concrete sampled at approximately grids 8 + B of Hangar 41 ill p Samples were taken at 300.00 cubic yards of 330.00 cubic yards placed total. 2 } Date Placed July 2, 2002 Supplier 54 1 J Time 10 :50 AM Mix Number and Proportions 340161 N D Delivery Ticket No. 312473 Truck No. 400 Cement 555 lbs Type I I W I Slump, In. 7,00 Water Z Air Content, Ye Fine Aggregate 1350 lbs W O I Air Temperature, °F Coarse Aggregate 2129 lbs 2 n . Concrete Temperature, °F Flyash = P' 0 a Date Received In Lab July 2, 2002 Admixture 44 oz MRWRA . p }— Field Data Submitted By PSI/C. McBride 17 oz HRWRA = lIJ U Mlx Data Submitted By 54 ~ NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED; MAKlNO SPECIMENS; C3I.96 (MC. SEC. 9.2.2); SLUMP: C143-97 (EXC. SEC. 6); TEMPERA'NRE: m06446(93); m06446(93); SAMPLING: 9 - 1 O ING: C172.97 - COMPRESSION TEST RESULTS OBSERVATIONS 111 N • ® Cylinders made by PSI representative. U = Cylinder Cylinder Compressive 1-. Sample Diameter Area Date Age Load • Strength ® Cylinders picked up by PSI p /— No. (in.) (in.') Tested (days) (lbs.) (p.s.i.) Fracture Type representative. Z A 4.00 12.57 7/9/02 7 58000 4610 Shear ® Test results comply with applicable specifications. B 4.00 12.57 7/30/02 28 ❑Test results do not comply with C 4.00 12.57 7/30/02 28 applicable specifications. ‘. 1 ®Reinforcing steel was found to comply , ID 4.00 12.57 7/30/02 with plans and project specifications. ❑ Reinforcing steel does not comply with . plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. I 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ❑ YES ❑ NO - ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ❑ C1064 ❑ C1231 ❑ Other: . - j • REMARKS: r * 4 ." ., . • • A PSI representative was on site to sample the concrete. Concrete was Respectfully submitted, � . placed by pump and consolidated by vibration. Resteel was placed in Pro essional Service Industries Inc. t i* 1 accordance with approved plans and specifications, ' .4 • \� „pi • i,I .,,,,,,:. .. ...: „tip r Sam Yaghmaie, P.E. 4'0 Department Manager, Seattle Construction Services .. • ,,k '4, 44 ' gg . ( THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. Y��'; ;. ,�� A REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. .l Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282.0710 ° A r..�w oWrc + Newaw„++ n.. w+. n•......,,• ew.- r.+....... r.. w., v,.+ n, a, rr.,+ r.rw.,.nkw,,.,,...,�.,.., »..... _. r�•.•.• r• s...,,,» r.... a,- mr.., r. raaavax+ az+ w..,., w: o. n..,.. v....•,•.:.,•••K•,• a, mvrD�' t,:•• C! EN1rir:'•1271Vi9%1diLkr�}.jikS' 'I N i Information -- - . ,, tf . .To Build On , Engineering • Consulting • Testing # REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: King Co. Dept. of Construction and PROJECT: K.C. Airport Lot 14 Facilities Management Redevelopment 500 4th Avenue Rm. 320 Z Seattle, WA 98104 -2337 ' = • A • ttn: Maureen Thomas CL CL W QQ PERMIT NO.: D02 -019, D02 -020 J U DATE: July 2, 2002 JOB NO.: 712 - 10303 =45 U co 0 • TECHNICIAN: C. McBride REPORT NO.: CR18943 W a , FIELD DATA _i u. i LOCATION OF PLACEMENT: Slab on grade of hangar #1 1 U . Samples were taken at 202.00 cubic yards of 330.00 cubic yards placed total. W } Date Placed July 2, 2002 Supplier 54 g j Time Mix Number and Proportions 340161 LL N Delivery Ticket No. 312427 Truck No. 263 Cement 554 lbs Type I I W Slump, In. 7.00 Water _ Z~ Air Content, % Fine Aggregate 1350 lbs Z • Air Temperature, °F Coarse Aggregate 2125 lbs . • Concrete Temperature, °F Flyash D 0 O -' Date Received In Lab July 2, 2002 Admixture 44 oz MRWRA 0 1— Field Data Submitted By PSI/C. McBride 17 oz HRWRA W W Mix Data Submitted By 54 I— I:: ' NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2); SLUMP: 0143.97 (EXC. SEC. 6). TEMPERATURE. C1064.86(93); SAMPLING: 0172.97 - 0 • ' E COMPRESSION TEST RESULTS OBSERVATIONS I j,j Z ® Cylinders made by PSI representative. N j Cylinder Cylinder Compressive _ _ Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI O 1— . No. (in.) (in.') Tested (days) (lbs.) (p.s.i.) Fracture Type representative. Z A 4.00 12.57 7/9/02 7 56000 4460 Cone and Split Z Test results comply with applicable specifications. B 4.00 12.57 7/30/02 28 ❑ Test results do not comply with applicable specifications. l . C 4.00 12.57 7/30/02 28 ®Reinforcing steel was found to comply D 4.00 12.57 7/30/02 with plans and project specifications. ❑ Reinforcing steel does not comply with . plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ❑ YES ❑ NO ASTMTestMethod: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ❑ C1064 ❑ C1231 ❑ Other: ' `` `c; REMARKS: ,. : ,_d ' A PSI representative was on site to sample the concrete. Concrete was Respectfully submitted, ',` < Sr_ placed by pump and consolidated by vibration. Resteel was placed in s ' ` P Y P P Y p Professional Service Industries, Inc. In . a • accordance with approved plans and specifications. `i ,ku ' ) ti . WW1 '. 7 Sam Yaghmaie, P.E. I:r; iV ` Department Manager, Seattle Construction Services 1.0. cc: Pk. t' THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, r A. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, % ~.. =,. - . . x e Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282.0666 • Fax 206/282.0710 ■ ... - .- 1 J r • i Information 1, ' , resze • ToBuild On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST . s . CLIENT: King Co. Dept. of Construction and PROJECT: K.C. Airport Lot 14 Z a Facilities Management Redevelopment ,3 500 4th Avenue Rm. 320 Seattle, WA 98104 -2337 `~ ` Attn: Maureen Thomas W 0 } PERMIT NO 0-A2 -019 �D02 =020 .,, . ;',' 0 0 I DATE: July 2, 2002 JOB NO.: `712= 10303 =45 ';r_ q;::,'' 0 a ; U) W TECHNICIAN: C. McBride REPORT NO.: CR18943 W H 4 FIELD DATA N U. i LOCATION OF PLACEMENT: Slab on grade of hangar #1 W O a Samples were taken at 202.00 cubic yards of 330.00 cubic yards placed total. 2 Date Placed July 2, 2002 . Supplier 54 u <. . U) a Time Mix Number and Proportions 340161 _ W v Delivery Ticket No. 312427 Truck No. 263 Cement 554 lbs Type I Z H ' . r$ Slump, In. 7.00 water I— 0 1 Air Content, % Fine Aggregate 1350 lbs LLJ au 1 Air Temperature, °F Coarse Aggregate 2125 lbs . U 0' Concrete Temperature, °F Mash N , Date Received In Lab July 2, 2002 Admixture 44 oz MRWRA O H 1 Field Data Submitted By PSI/C. McBride 17 oz HRWRA W • W , ~ H. 1 Mix Data Su By 5 u' o. . • • N OTE: • APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2); SLUMP: C143.97 (EXC. SEC. 6); TEMPERATURE: C1064.66(93); SAMPLING: 0172.97 iii ' 1 COMPRESSION TEST RESULTS OBSERVATIONS 0 N i ® Cylinders made by PSI representative. F I Cylinder Cylinder Compressive (3 ' Sample Diameter Area Date Age Load Strength El Cylinders picked up b y PSI Z • No. (in.) (in.') Tested (days) (lbs.) (p,s.i.) Fracture Type representative. . . A 4.00 12.57 7/9/02 7 56000 4460 Cone and Split ® Test results comply with applicable . • specifications. , I B 4.00 12.57 7/30/02 28 ❑ Test results do not comply with applicable specifications. k 1 C 4.00 12.57 7/30/02 28 E Reinforcing steel was found to comply • f with plans and project specifications. D 4.00 12.57 7/30/02 ❑ Reinforcing steel does not comply with . i plans and project specifications. ! E] - Reinforcing steel not inspected by PSI representative. i 0 gallons of water added on site. . Design Strength Specification: 28 4000 WORK CONFORMS: ❑ YES ❑ NO ,. ® i ->. 1 ASTM Te Method: C31 ❑ C39 ®C143 ® C3 C172 ❑ C231 C1064 CD . C1231 ❑ Other: 1 ,� • REMARKS: ' ,F -- ;x4 aeR A PSI representative was on site to sample the concrete. Concrete was Respectfully submitted, , L placed by pump and consolidated by vibration. Resteel was placed in Professional Service Industries, Inc. ,,, ,, ,' , accordance with approved plans and specifications. ; ~ adirti , Iv :',T,, ,: , ) Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services ' !". :1 4#6:4 THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. r' 4� li REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. t t ' tt11::1A%3 ' Professional Service Industries, Inc, • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282.0666 • Fax 206/282 -0710 v. •. . ,: , .. ',': ., .....r. , r .. t -.----.- , t , , 1 1 1 ��i - lion tion /r °To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST RECEIVED CLIENT: King Co. Dept. of Construction and PROJECT: K.C. Airport Lot 14 7 7002 Facilities Management Redevelopment !AUG l7 500 4th Avenue Rim 320 COMMUNITY Seattle, WA 98104 -2337 DEVELOPMENT Attn: Maureen Thomas Z PERMIT NO.: D02 -019, D02 -020 r I DATE: July 2, 2002 JOB NO.: 712- 10303 -45 ' 'I— W TECHNICIAN: C. McBride REPORT NO.: CR18943 � i FIELD DATA LOCATION OF PLACEMENT: Slab on grade of hangar #1 U CO 0 Samples were taken at 202.00 cubic yards of 330.00 cubic yards placed total. CO = Date Placed July 2, 2002 Supplier 54 i_ CD LL • Time Mix Number and Proportions 340161 W 0 Delivery Ticket No. 3 Truck No. 263 C ement 5 54 lbs Type I 2 _ J ' Slump, In. 7.00 Water LL Q Air Content, °A° Fine Aggregate 1350 lbs N 0 = W Air Temperature, °F Coarse Aggregate 2125 lbs I _ Concrete Temperature, °F Flyash ? '— • Date Received In Lab July 2, 2002 Admixture 44 oz MRWRA W O Field Data Submitted By PSI /C. McBride 17 oz HRWRA 2 m Mix Data Submitted By 54 0 CO NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C3146 (EXC. SEC. 9.2.2); SLUMP: C(43A7 (EXC. SEC. C); TEMPERATURE: C106' 46(93): SAMPLING: CI72.97 o '— COMPRESSION TEST RESULTS OBSERVATIONS W W Cylinder Cylinder Compressive ® Cylinders made by PSI representative. H U Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI W O No. (in.) , (in?) Tested (days) (lbs.) (p.s.i.) Fracture Type representative. Z : ® Test results comply with applicable W u A 4.00 12.57 7/9/02 7 56000 4460 Cone and Split U specifications. H H B 4.00 12.57 7/30/02 28 70000 5570 Shear 0 Test results do not comply with 0 I C 4.00 12.57 7/30/02 28 71000 5650 Shear applicable specifications. Z ® Reinforcing steel was found to comply , with plans and project specifications. D 4.00 12.57 7/30/02 Discarded ED Reinforcing steel does not comply with plans and project specifications. • : ❑ Reinforcing steel not inspected by PSI . representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ® YES El NO ASTM Test Method: ® C31 0 C39 0 C143 ® C172 ❑ C231 0 C1064 0 C1231 0 Other: REMARKS: A PSI representative was on site to sample the concrete. Concrete was Respectfully submitted, placed by pump and consolidated by vibration. Resteel was placed in Professional Service Industries, Inc. _ - accordance with approved plans and specifications: .,.� , ‘ 6ef..-e-diee---- Aggl; Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services r'�' °� tY cc: v- l , µµ� pp! t THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. , 71'J :: "4 ' REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Ept ' Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282 -0666 • Fax 206/282 -0710 `. 11 . - , s �'. .. . .. .. . . ,.. r: .,:r� •.l:r .,. .," F..h a7 aS4; 4K.:' !'Sf.xJd!JKlwr ,,K.,. s,. �, . . ,..-,. -. . -_. . .. » w+* wK. w.» afd" rra9.. rrn« , m+.rw.w...,� .............«,.., ,.. .rv- w.w�rwnfiwiNMiGdbf w ... 1 , (I • , ._•,, ,„ ,% I i Information - , ,'#'�" ,To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: King Co. Dept. of Construction and PROJECT: K.C. Airport Lot 14 i Facilities Management Redevelopment Z : 500 4th Avenue Rm. 320 Q • Seattle, WA 98104 -2337 • ; .. Z ' a Attn: Maureen Thomas r4 W t PERMIT NO.: ' '`D0 0 19;' D 02=020 DATE: July 2, 2002 JOB NO.: 712- 10303 -45 u) CI TECHNICIAN: C. McBride REPORT NO.: CR18942 W = FIELD DATA — cn LOCATION OF PLACEMENT: Concrete sampled at approximately grid 2 + B on the slab of Hangar #1. W 0 Samples were taken at 106.00 cubic yards of 330.00 cubic yards placed total. Date Placed July 2, 2002 . . Supplier 54 g Q' Time Mix Number and Proportions 340161 CO d Delivery Ticket No. 312373 Truck No. 207 Cement 557 lbs Type H W Typl 2 Slump, In. 6.00 water ? E" 1- 0 , Air Content, % Fine Aggregate 1358 lbs • W h- Air Temperature, °F Coarse Aggregate 2129 lbs 2 D . a Concrete Temperature, °F Fiyasb 8 Date Received In Lab July 2, 2002 Admixture 44 oz MRWRA ' E' Field Data Submitted By PSI/C. McBride 17 oz HRWRA F=— U Mix Data Submitted By 54 H NOTE: APPLICABLE AMC STANDARDS, UNLESS OTHERWISE INDICATED: MARDI° SPECIMENS: C31.96 (EXC. SEC. 9.2.2); SLUMP: C143.97 (EXC. SEC, 6); TEMPERATURE; C1064.86(93), SAMPLING: C172.97 Z COMPRESSION TEST RESULTS OBSERVATIONS U H CO ® Cylinders made by PSI representative. I j Cylinder Cylinder Compressive f - ®C Cylinders picked up by PSI 0 Sample Diameter Area Date Age Load Strength Y P P Y Z 1 No. (in.) (in 2) Tested (days) (lbs.) (p,s,i.) Fracture Type representative. . A 4.00 12.57 7/9/02 7 60500 4810 Cone ® Test results comply with applicable specifications. B 4.00 12.57 7/30/02 28 ❑ Test results do not comply with , C 4.00 12.57 7/30/02 28 applicable specifications. ® Reinforcing steel was found to comply D 4.00 12.57 7/30/02 with plans and project specifications. ❑ Reinforcing steel does not comply with E 4.00 12.57 7/30/02 28 plans and project specifications. ■ ❑ Reinforcing steel not inspected by PSI F 4.00 12.57 representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ❑ YES ❑ ASTM Test Method: ® C31 ❑ C39 Z C143 ® C172 ❑ C231 ® C1064 ❑ C1231 ❑ Other: : REMARKS: ; i ., ,,i ■ A PSI representative was on site to sample the concrete. Concrete was Respectfully submitted, fs, placed by pump and consolidated by vibration. Resteel was placed in Professional Service Industries, Inc. � * accordance with approved plans and specifications. , , ,,, 41111 �t•t z v, . Sam Yaghmaie P.E. w it '3 Department Manager, Seattle Construction Services ,': `,. ,:.: ,i , cc: 4 z •1d. °+ et THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, t 4 ' 1 REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, ? ` ,,, Professional Service Industries, Inc, • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 i ( I 1 . yr , Infon. - ton r .To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: King Co. Dept. of Construction and PROJECT: K.C. Airport Lot 14 RECEIVED 1 Facilities Management Redevelopment 500 4th Avenue Rm. 320 'AUG 0 7 2002 Seattle, WA 98104 -2337 COMMUNITY Z x Attn: Maureen Thomas PERMIT NO.: D02 -019, D02 -020 DEVELOPMENT 1 1 = I DATE: July 2, 2002 JOB NO.: 712 - 10303 -45 W TECHNICIAN: C. McBride REPORT NO.: CR18942 6 D FIELD DATA U O i LOCATION OF PLACEMENT: Concrete sampled at approximately grid 2 + B on the slab of Hangar #1. U) 0 3 Samples were taken at 106.00 cubic yards of 330.00 cubic yards placed total U) tu 1 Date Placed July 2, 2002 Supplier 54 U) F' ons n Mix Number and Proportions 3 40161 W O Time } Delivery Ticket No. 312373 Truck No. 207 Cement 557 lbs Type I F— J 1 Slump, In. 6.00 Water U.. < 1 Mr Content, % Fine Aggregate 1358 lbs CO I =d Air Temperature, °F Concrete Temperature, °F Coarse Aggregate 2129 lbs I— _ Z � Flyash F— O Date Received In Lab July 2, 2002 Admixture 44 oz MRWRA Z ILI ui 2 D . ' Field Data Submitted By PSI /C, McBride 17 oz HRWRA U 0 0 Data Submitted By 54 O N: I NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE IN01CATED: MAKING SPECIMENS: C31A6 (EXC. SEC. 9. 2.2); SLUMP: Cl4347 (EXC. SEC. 6); TEMPERATURE: Cl064.8G(9)); SAMPLING: C172.77 ' CI I— COMPRESSION TEST RESULTS OBSERVATIONS IL W Cylinder Cylinder Compressive Cylinder made by PSI representative. I— ,--- Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI LL O • I No. (in.) (in.) Tested (days) (lbs.) (p.s.i.) Fracture Ty representative. l! Z. I A 4.00 12.57 7/9/02 7 60500 4810 Cone ®Test results comply with applicable V — • specifications. _ i B 4.00 12.57 7/30/02 28 71500 5690 Shear ED Test results do not comply with Z 1— C 4.00 12.57 7/30/02 28 73500 •5850 Shear applicable spe ®R einforcing steel was found to comply i with plans and project specifications. D 4.00 12.57 7/30/02 Discarded ❑ Reinforcing steel does not comply with plans and project specifications. 1 I ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. ■ Design Strength Specification: 28 4000 I WORK CONFORMS: ® YES ❑ NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C1231 ❑ Other: REMARKS: A PSI representative was on site to sample the concrete. Concrete was Respectfully submitted, placed by pump and consolidated by vibration. Resteel was placed in Professional Service Industries, Inc. ;; accordance with approved plans and specifications.. }; Yg t 'h , r,,j, J.! Sam Yaghmaie, P.E. y� . �"t' Department Manager, Seattle Construction Services tr3n, 1..o. al:4,1 , Adow.,, . ,,,,,*,i,,,i , ,:,‘ cc: if�:� a.t�r� THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. i Professional Service Industries, Inc , • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282.0666 • Fax 206/282.0710 ',,. a ,. t ' .1 ■ ••■■■■■•■• . , ..... .. . ....._ ♦.. ?... ...Y...r'...,...i �, .. ...... .r.....,.. .....a ... .+e.rw ...a...- ...... ... .. +r- e,aw+R� +wtanpMaY.wN!#'rM krevr++ rrr. re.• w. rrvw.+ vr.., uwixY .wwerrx-*x+lWFbtlW51CMt�'�{R" .. . ---„ - i RrTrArn • Information -- /re! °To Build On • Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: King Co. Dept. of Construction and PROJECT: K.C. Airport Lot 14 Facilities Management Redevelopment 500 4th Avenue Rm. 320 Z Seattle, WA 98104 -2337 ' < Z Attn: Maureen Thomas W PERMIT NO.: D02 -019, D02 -020 .. DATE: July 2, 2002 JOB NO.: 712- 10303 -45 U g TECHNICIAN: C. McBride REPORT NO.: CR18941 W ui I J H FIELD DATA CO LL LOCATION OF PLACEMENT: Concrete sampled in the A Line footing near grid 1 of hangar #1. W O Samples were taken at 10.00 cubic yards of 330.00 cubic yards placed total. 2 Date Placed July 2, 2002 Supplier 54 • L Q Time 07:20 AM Mix Number and Proportions 340161 N d Delivery Ticket No. 312327 Truck No. 264 Cement 559 lbs Type 1 _„ W , Slump, In. 5.50 water Z H Air Content, % Flue Aggregate 1332 lbs • Z 0 Air Temperature, °F Coarse Aggregate 2122 lbs 2 m . Concrete Temperature, °F 72 Fiyash V 0 . ' Date Received In Lab July 2, 2002 Admixture 44 oz MRWRA CO p I-. Field Data Submitted By PSI/C. McBride 17 oz HRWRA = U Mix Data Submitted By 54 P NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAILING SPECIMENS; 031.96 (EXC. SEC. 9.2.2); SLUMP: C143.97 (EXC. SEC. 6); TEMPERATURE: C1064.86(93); SAMPIINO: C172.97 0 . COMPRESSION TEST RESULTS OBSERVATIONS W N ® Cylinders made by PSI representative. U Cylinder Cylinder Compressive El Cylinders picked up by PSI ~ H Sample Diameter Area Date Age Load Strength O No. (in.) (in.') Tested (days) • (lbs.) (p.s.i.) Fracture Type representative. Z . A 4.00 12.57 7/5/02 3 45500 3620 Cone ® Test results comply with applicable . specifications. B 4.00 12.57 7/8/02 6 55000 4380 Cone 0 Test results do not comply with applicable specifications. \ • C 4.00 12.57 7/9/02 7 58500 4650 Cone and Shear ® Reinforcing steel was found to comply D 4,00 12.57 7/30/02 28 with plans and project specifications. • ❑ Reinforcing steel does not comply with • E 4.00 12.57 7/30/02 28 plans and project specifications. F 4.00 12.57 ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORT{ CONFORMS: ❑ YES ❑ • NO ASTM Test Method: 0 C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C1231 ❑ Other: "r •' k >• REMARKS: af mil , : i ` S*y* 4 A PSI representative was on site to sample the concrete. Concrete was Respectfully submitted, , placed by pump and consolidated by vibration. Resteel was placed in Professional Service Industries, Inc. ?::,,,�',• accordance with approved plans and specifications. "� rt (S_ ,_____\_ Sam Yaghmaie, P.E. i ;43 Department Manager, Seattle Construction Services i Fv, :, '.ir �, • THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. c 5 �* REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Tw �;i ( Professional Service Industries, Inc, • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 I -` i 1 • -`.. ,s�,� fi I n f ormat i on - -- -- __ _ �', J .To Build On Engineering • Consulting • Testing ' REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST ; CLIENT: King Co. Dept. of Construction and PROJECT: K.C. Airport Lot 14 Facilities Management Redevelopment Z r 500 4th Avenue Rm. 320 < „ • . Seattle, WA 98104 -2337 H : • Attn: Maureen Thomas W a 6m PERMIT NO ,D02-0'19- D02- 020;,:; ;' V 0 DATE: July 2, 2002 JOB NO.: 712 - 10303 -45 1 TECHNICIAN: C. McBride REPORT NO.: CR18941 FIELD DATA J 1. . N W LOCATION OF PLACEMENT: Concrete sampled in the A Line footing near grid 1 of hangar #1. W O S amples were taken at 10.00 cubic yards of 330.00 cubic yards placed total. } .1 g 1 Date Placed July 2, 2002 07:20 AM Supplier 54 J Time Mix Number and Proportions 340161 N O . 1 Delivery Ticket No. 312327 Truck No. 264 Cement 559 lbs Type I I W, I Slump, In. 5.50 water Z I— Air Content, % Fine Aggregate 1332 lbs Z 0 • Z I-- Air Temperature, °F Coarse Aggregate 2122 lbs W W D CI Concrete Temperature, °F 72 Flyash Date Received In Lab July 2, 2002 Admixture 44 oz MRWRA O N 01` Field Data Submitted By PSI/C. McBride 17 oz HRWRA W W Mix Data Submitted By 54 UNLESS U O NOTE: APPLICAHLHASTMSTANDARDS.LES3OTHEIIWISB INDICATED: 0143. 97 ( EXC. SHC. 6); TEMPERA7VRH :CI064.86(93},SAMPLN10:0172.97 Z ,. COMPRESSION TEST RESULTS OBSERVATIONS U N • Cylinder Cylinder Compressive ® Cylinders made by PSI representative. _ Sample Diameter Area Date Age Load Strength Ii Cylinders picked up by PSI o I ; No. (in.) (in. Tested (days) ' (lbs.) (p.s.i.) Fracture Type representative. Z A 4.00 12.57 7/5/02 3 45500 3620 � ' o ne ® Test res ults comply with applicable specifications. B 4.00 12.57 7/8/02 6 55000 4380 Cone ❑ Test results do not comply with applicable specifications. C 4.00 12.57 7/9/02 7 58500 4650 Cone and Shear ® Reinforcing steel was found to comply with plans and project specifications. 4.00 12.57 7/30/02 28 fications. ❑ Reinforcing steel does not comply with E 4.00 12.57 7/30/02 28 plans and project specifications. ❑ Reinforcing steel not inspected by PSI . F 4.00 12.57 representative. ' 0 gallons of water added on site. Design strength Specification: 28 4000 WORK CONFORMS: ❑ YES ❑ • NO ASTM Test Method: ®C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C1231 ❑ Other: 7S / \ � REMARKS: jr �v : fi r; A PSI representative was on site to sample the concrete. Concrete was Respectfully submitted, Y' !! `" placed by pump and consolidated by vibration. Resteel was placed in Professional Service Industries, Inc. ; 'l. 'G • r , ' accordance with approved plans and specifications Irt. ' CM ...................\ ....................... , .. ., I , n,, . . '1R, Sam Yaghmaie, P.E. 1 A,i> Department Manager, Seattle Construction Services -,-w.,;, , 0,4 , .. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. t� "tea 1 X$. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. I . i., b {'. I Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 "" .. i J • 1 errat / Information /f. . •To Build On • Engineering • Consulting • Testing � ECEtVED REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TES'PR . CLIENT: King Co. Dept. of Construction and PROJECT: K.C. Airport Lot 14 ' AUG 0 7 2002. I Facilities Management Redevelopment 500 4th Avenue Rm. 320 COMMUNITY Z Seattle, WA 98104 -2337 DEVELOPMENT < Attn: Maureen Thomas H Z ' { P ERMIT NO.: .D02 -019, D02 -020 � t DATE: July 2, 2002 JOB NO.: 712 - 10303 -45 W m TECHNICIAN: C. McBride REPORT NO.: CR18941 • i O ': . U) 0 FIELD DATA N W LOCATION OF PLACEMENT: Concrete sampled in the A Line footing near grid 1 of hangar #1. J H Samples were taken at 10.00 cubic yards of 330.00 cubic yards placed total. N WO j Date Placed July 2, 2002 Supplier 54 W • Time 07:20 AM Mix Number and Proportions 340161 QQ ;� ' Delivery Ticket No. 312327 Truck No. 264 Cement 559 lbs T I LL N D • Slump In. 5.50 Water = W 3 Air Content, % Fine Aggregate 1332 lbs Z = Air Temperature, °F Coarse Aggregate 2122 lbs Z I — LLI U.1 Concrete Temperature, °F 72 Flyash 1 Date Received In Lab July 2, 2002' Admixture • 44 oz MRWRA U o I Field Data Submitted By PS1 /C. McBride 17 oz HRWRA 0 D- o 1- Mix Data Submitted By 54 , u „, 1 NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C .)G (EXC. SEC. 9.2.2); SLUMP: CI4 .97 (EXC. SEC. 6); TEMPERATURE: C1 964 46(93); SAMPLING: CI72.97 F -, C) f COMPRESSION TEST RESULTS OBSERVATIONS L L' � _ r Cylinder Cylinder Compressive Cylinders made by PSI representative Z I Semple Diameter Area Date A ge Lo St rengt h El Cylinders p up b y PSI 0 N' No. (in.) (in') Tested (days) (lbs.) (p.s.i.) Fracture Type re X A 4.00 12.57 7/5/02 3 45500 3620 Cone [X] Test results comply with applicable Z ~ s specifications. . B 4.00 12.57 7/8/02 6 55000 4380 Cone ❑ Test results do not comply with applicable specifications. C 4.00 12.57 7/9/02 7 58500 4650 Cone and Shear ® Reinforcing steel was found to comply with plans and project specifications. 1 . D 4.00 12.57 7/30/02 28 70500 5610 Shear 0 Reinforcing steel does not comply with E 4.00 12.57 7/30/02 28 69000 5490 Cone and Split plans and project specifications. _ ❑ Reinforcing steel not inspected by PSI F 4.00 12.57 Discarded representative. 0 gallons of water added on site. . Design Strength Specification: 28 4000 WORK CONFORMS: ® YES ❑ NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 p C231 ® C1064 0 C1231 ❑ Other: • • REMARKS: - -- • A PSI representative was on site to sample the concrete. Concrete was Respectfully submitted, ``'-- " `” 75- placed by pump and consolidated by vibration. Resteel was placed in Professional Service Industries Inc. t ' • P Y p P Y P Industries, �.c. ;. ;;Ii .. .,, accordance with approved plans and specifications. = ,. k:s :..;ir 9- . Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services 01;16' ,,., 4ti% . i�.� � t {y° S ? LL ( , cc: ' %ty , i. ' ,, THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. v REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. s tir'' Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119.1706 • Phone 206/282.0666 • Fax 206/282.0710 . ',I_ . .••, .. t "'t:. .: :.t..j,:: :L.4.:n...• +t.'w.: 1w] . ,,.+L.i.. .. . + ,,. • w. wsruw. ..rw.,.._.w..u..a AVUpNlt'M�t?7!?d�'r , 1 k J • • Inforri wtion / r .To Build On Engineering • • nsuRin • Testing REPORT -O F FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 King Co. Dept. of Construction and Redevelopment Facilities Management Z 500 4th Avenue Rm. 320 Seattle, WA 98104 -2337 ,1--, Z . . cC a PERMIT NO.: D02 -019; D02 -020. 6 DATE: June 25, 2002 JOB NO 712 10303 - 38 U O I T ECHNICIAN: C. McBride REPORT NO.: CR16928 p i FIELD DATA W I LOCATION OF PLACEMENT: Subbase N 1 Samples were taken at 404.00 cubic yards of 440.00 cubic yards placed total. W 0 Date Placed June 25, 2002 Supplier 54 2 i, Time Mix Number and Proportions 340161 Q i I Delivery Ticket No. 310878 Truck No. 266 Cement 555 lbs Type I N d i Slump, In. 6.00 Water E _: Air Content, Fine Aggregate 1353 lbs ? F"` J tt 1-- 0' $ Air Temperature, °F 75 Coarse Aggregate 2119 lbs Z F—. W Lu Concrete Temperature, °F 72 Flyash V ' Q Da Received in Lab June 25, 2002 Admixture • 44.0 oz MRWRA O N Field Data Submitted By PSI /C. McBride 17.0 oz HRWRA 0 I - WW Mix Data Submitted By 54 X , NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2); SLUMP: C141.77 (EXC. SEC. L); TEMPERATURE: C11164-8603X SAMPLING: CI72 -97 l 1— COMPRESSION TEST RESULTS OBSERVATIONS I O ® Cylinders made by PSI representative. W Z 1 Cylinder Cylinder Compressive (/ ) I Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI U H =` No. (in.) (in. Tested (days) (lbs.) (p.s.i.) Fracture Type representative. 0 ~ ; A 4.00 12.57 7/1/02 6 53000 4220 Shear ® Test results comply with applicable Z i specifications. B 4.00 12.57 7/2/02 7 57500 4570 Cone ❑ Test results do not comply with applicable specifications. l C 4.00 12.57 7/23/02 28 ® Reinforcing steel was found to comply D 4.00 12.57 7123/02 28 with plans and project specifications. 0 Reinforcing steel does not comply with plans and project specifications. . . ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: YES El NO ASTM Test Method: ® C31 0 C39 ® C143 ® C172 ❑ C231 ® C1064 p Cl231 ❑ Other: REMARKS: ,. A PSI Representative was on site to inspect resteel and concrete Respectfully submitted, + NR ' ' , a a , placement. Concrete was placed by pump and consolidated by vibrator. The Pro ess'onal Service Industries, Inc. `1s • contractor kept the subbase moist by wetting the rock with a hose, and used a . misting nozzled pressure washer to mist the air above the slab. Reinforcing r ,ytil steel was placed in accordance with approved plans and specifications. Concrete was placed by pump and consolidated by a vibrator. Sam Yaghmaie, P.E. ; ,;,4 Department Manager, Seattle Construction Services f.;:8 ".. ; " ' }f:'tl ii CC: ` ( rat THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. :y 'I tIRT'It a Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282 -0666 • Fax 206/282 -0710 `,; Is',: fit; . Ism i>� i Information . �� .ToBuzld On Engineering • Consulting • Testing , REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST . 1 CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 King Co. Dept. of Construction and Redevelopment 1 Facilities Management Z x 500 4th Avenue Rm 320 Seattle, WA 98104 -2337 ~ W . re l PERMIT NO.: • D02 -019, D02 -020 QQ = DATE: June 25, 2002 JOB NO.: 712 - 10303 -38 J U f TECHNICIAN: C. McBride REPORT NO.: CR16928 to O N 0 FIELD DATA , W = LOCATION OF PLACEMENT: Subbase N LL Samples were taken at 404.00 cubic yards of 440.00 cubic yards placed total. O W Date Placed June 25, 2002 Supplier 54 2 }} Time Mix Number and Proportions 340161 g M • LL Q Delivery Ticket No. 310878 Truck No. 266 Cement 555 lbs Type I co d f Slump, In. 6.00 Water F=— W I Air Content, % Fine Aggregate 1353 lbs Z I— I— O Air Temperature, °F 75 Coarse Aggregate 2119 lbs Z F — . LLI Concrete Temperature, °F 72 Flyash . 2 W' Date Received In Lab June 25, 2002 Admixture. 44.0 oz MRWRA U N ' { Field Data Submitted By PSI /C. McBride 17.0 oz HRWRA 0 I — Mix Data Submitted By 54 = W NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31-96 (EXC. SEC. 9,2.2): SLUMP: CU3.97 (EXC. SEC. 6): TEMPERATURE: CIIK.I- 66(91); SAMPLING: CI72.97 F. - I COMPRESSION TEST RESULTS OBSERVATIONS u- Z z Cylinders made by PSI representative. iu Cylinder Cylinder Compressive N Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI U_ — { No. (in.) (in.') Tested (days) (lbs.) (p.s.i.) Fracture Type representative. F" F I ® Test results comply with applicable Z A 4.00 12.57 7/1/02 6 53000 4220 Shear specifications. B 4.00 12.57 7/2/02 7 57500 4570 Cone ❑ Test results do not comply with . applicable specifications. C 4.00 12.57 7/23/02 28 70000 5690 Cone and Split ® Reinforcing steel was found to comply with plans and project specifications. D 4.00 12.57 7/23/02 28 71500 5690 Cone and Split 0 Reinforcing steel does not comply with • plans and project specifications. ❑ Reinforcing steel not inspected by PSI .. representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ® YES ❑ NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 p C1231 ❑ Other: • REMARKS: :;.: A PSI Representative was on site to inspect resteel and concrete Respectfully submitted, u,„. placement. Concrete was placed by pump and consolidated by vibrator. The Profes • al Service Industries, Inc. ::4, contractor kept the subbase moist by wetting the rock with a hose, and used a'' "` "' misting nozzled pressure washer to mist the air above the slab. Reinforcing t � `: ` x . steel was placed in accordance with approved plans and specifications. iy Concrete was placed by pump and consolidated by a vibrator. ,it'leee.-- Sam Yaghmaie, P.E. , I. Department Manager, Seattle Construction Services I. '. 1, < MIU cc: r 1 ++ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. Y; . ' < .` REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. "") ,,l ';'.4 Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282.0710 r ' v ....�.a .•Yaaw I 1 ------..........----- - / 1 • PIT'Xil Inform,..tion tf. e 2 .To Build On Engineering • REPORT-OF • Testing I D INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 King Co. Dept. of Construction and Redevelopment Facilities Management • 500 4th Avenue Rm. 320 Z Seattle, WA 98104 -2337 , = Z ( :F- W PERMIT NO.: D02 -019, D02 -020 Q DATE: June 25, 2002 JOB NO.: 712 - 10303 - 38 i TECHNICIAN: C. McBride REPORT NO.: CR16928 0 FIELD DATA U) LL1 LOCATION OF PLACEMENT: Subbase J H Samples were taken at 404.00 cubic yards of 440.00 cubic yards placed total. N u_ WO Date Placed June 25, 2002 Supplier 54 2 } - Time Mix Number and Proportions 340161 g J Delivery Ticket No. 310878 Truck No. 266 Cement 555 lbs Type I CO d Slump, In. 6.00 Water I °!° ~ W Fine Aggregate 1 353 lbs Z Air Content, I-. Air Temperature, °F 75 Coarse Aggregate 2119 lbs Z Concrete Temperature, °F 72 Flyash W W . Date Received In Lab June 25, 2002 Admixture ' 44.0 oz MRWRA U 0 . Field Data Submitted By PSI /C. McBride 17.0 oz HRWRA e.-, I Mix Data Submitted By 54 W W NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.76 (EXC. SEC. 9.2.2); SLUMP: C143.97 (EXC. SEC. 6); TEMPERATURE: CI1K51•S((93): SAMPLING: CI72•'17 l'"' V COMPRESSION TEST RESULTS OBSERVATIONS �! ~ O , Cylinder Cylinder Compressive z Cylinders made by PSI representative. l . Z U N ® C y li n d ers picked up by PSI . Sample Diameter Area Date Age Load Strength W No. (in.) (in.') Tested (days) (lbs.) (p.s.i.) Fracture Type representative. l A 4.00 12.57 7/1/02 6 53000 4220 Shear ® Test results comply with ap Z ~ • specifications. B 4.00 12.57 7/2/02 7 57500 4570 Cone ❑ Test results do not comply with . applicable specifications. . C 4.00 12.57 7/23/02 28 ® Reinforcing steel was found to comply • D 4.00 12.57 7/23/02 28 with plans and project specifications. 4 0 Reinforcing steel does not comply with , plans and project specifications. . • ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ❑ YES ❑ NO ASTM Test Method: ® C31 p C39 Z C143 ® C172 ❑ C231 ® C1064 ❑ C1231 ❑ Other: REMARKS: z; f , '' "` A PSI Representative was on site to inspect resteel and concrete Respectfully submitted, 1 placement. Concrete was placed by pump and consolidated by vibrator. The Profess'onal Service Industries, Inc. };:: y / , >< ? A 4 . 9, contractor kept the subbase moist by wetting the rock with a hose, and used a misting nozzled pressure washer to mist the air above the slab. Reinforcing ,` ;tea „;> steel was placed in accordance with approved plans and specifications. ;' . Concrete was placed by pump and consolidated by a vibrator. Sam Yaghmaie, P.E. { d," Department Manager, Seattle Construction Services ' ,, „'{ #,0` THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. 1, :' REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. 1 Professional Service Industries, Inc, • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282-0666 • Fax 206/282 -0710 , z . ... .............. »,.- ... .., -,,, Un+,s.'ww,tw i'L'F.7oty.4~4 : I (7 J --,„ //(--- N, i Information , Nom! .To Build On ' Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST { CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 . King Co. Dept. of Construction and Redevelopment Facilities Management Z ,. 500 4th Avenue Rm. 320 - I W Seattle, WA 98104 -2337 FERMI N .: • 502 -019, D02 -020 6 re 2 D { DATE: June 25, 2002 JOB NO.. 712 - 10303 -38 J U TECHNICIAN: C. McBride REPORT NO.: R16927 N 0 FIELD DATA IL H LOCATION OF PLACEMENT: Subbase Samples were taken at 324.00 cubic yards of 440,00 cubic yards placed total. • N 0 W Date Placed June 25, 2002 Supplier 54 2 Time Mix Number and Proportions 340161 g Q • Delivery Ticket No. 310854 Truck No. 411 Cement 555 lbs Type I fA d Slump, In. Water 2 ... W Air Content, % Fine Aggregate 1340 lbs Z I - Air Temperature, °F Coarse Aggregate 2123 lbs Z 0 WW Concrete Temperature, °F Flyash 2 Date Received In Lab June 25, 2002 Admixture 44.0 oz MRWRA C.) N' Field Data Submitted By PSI /C. McBride 17.0 oz HRWRA C3 1-- Mix Data Submitted By 54 111 w NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2): SLUMP: CIa7.97 (EXC. SEC. 6); TEMPERATURE: CI )61.6(93); SAMPLING: C172.97 I� V COMPRESSION TEST RESULTS OBSERVATIONS U. O ® Cylinders made by PSI representative. Z Cylinder Cylinder Compressive W N Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI U No, (in.) (in.') Tested (days) (lbs.) (p.s.i.) Fracture Type representative. O I— A 4.00 12.57 7/2/02 7 54500 4340 Shear ® Test results comply with applicable Z • ! specifications. • B 4.00 12.57 7/23/02 28 66500 5290 Shear ❑ Test results do not comply with . ' applicable specifications. C 4.00 12.57 7/23/02 28 66000 5250 Shear ® Reinforcing steel was found to comply with plans and project specifications. D 4.00 12.57 7/23/02 Discarded 0 Reinforcing steel does not comply with • plans and project specifications. 0 Reinforcing steel not inspected by PSI 1 representative. 0 gallons of water added on site. Design Strength Specification; 28 4000 WORK CONFORMS: ® YES El NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 p C231 ® C1064 ❑ C1231 ❑ Other: REMARKS: . A PSI Representative was on site to inspect resteel and concrete Respectfully submitted, l r 1 lacement. Concrete was placed by pump and consolidated by vibrator. The Profe '• • ^ " �`' `t "t? I. P P Y P P Y f Service Industries, Inc I. . contractor kept the subbase moist by wetting the rock with a hose, and used a f3't misting nozzled pressure washer to mist the air above the slab. ' g P ;�: F. . am Yaghmaie, P.E. 1.,:' t ";; � ri Department Manager, Seattle Construction Services . .:� �.:,.�,,,,.,i' cc: THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. i l REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ' :i i t .i�; Al2 Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282-0666 • Fax 206/282.0710 1 , • ■ 1. Informs 1 on r�U .To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 King Co. Dept. of Construction and Redevelopment , Facilities Management 500 4th Avenue Rm. 320 Z Seattle, WA 98104 -2337 ' 1 t �W . PE RMIT NO.: D02 -019, D02 -020 a DATE: June 25, 2002 JOB NO.: 712 - 10303 -38 W U '( TECHNICIAN: C. McBride REPORT NO.: CR16927 0 0 FIELD DATA CO tii , W = I ! LOCATION OF P LACEMENT: Subbase I— Samples were taken at 324.00 cubic yards of 440.00 cubic yards placed total. W 0 Date Placed June 25, 2002 Supplier 54 W } Time Mix Number and Proportions 340161 a . . Delivery Ticket No, 310854 Truck No. 411 Cement 555 lbs Type I W d 7 ) Slump, ln. 7.00 water I W ' A ir Content,'%. Fine Aggregate 1340 lbs ? I 1 Air Temperature, °F. Coarse Aggregate 2123 lbs W 0 . Concrete Temperature, °F Flyash 2 _ ` . i Date Received In Lab June 25, 2002 Admixture ' 44.0 oz MRWRA V O. 1 0 N t F ield Data Submitted By P SI /C. McBride 17.0 oz HRWRA p F- Mix Data Submitted By 54 = W NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.76 (EXC. SEC. 7.2.2). SLUMP: C143.97 (EXC. SEC. 6), TEMPERATURE: C106446(93): SAMPLING. CI71.77 F- V ({ COMPRESSION TEST RESULTS OBSERVATIONS I!- 0 ! Cylinder Cylinder Compressive ® Cylinders made by PSI representative. L . . Z • 1 Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI V = • No. (in,) (in.') Tested (days) (lbs.) (p.s.i.) Fracture Type representative. O a t A 4.00 12.57 7/2/02 7 54500 4340 Shear Test results comply with applicable Z i s pecifications. . i B 4.00 12.57 7/23/02 28 ❑ Test results do not comply with . 1 applicable specifications. C 4.00 12.57 7/23/02 28 ® Reinforcing steel was found to comply D 4.00 12.57 7/23/02 with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. i ❑Reinforcing steel not inspected by PSI • representative. 0 gallons of water added on site. • ` Design Strength Specification: 28 4000 WORK CONFORMS: C YES 0 NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C 1 231 ❑ Other: REMARKS: - " A PSI Representative was on site in inspect resteel and concrete Respectfully submitted, x.' r placement. Concrete was placed by pump and consolidated by vibrator. The Professional Service Industries, Inc. , „.,... contractor kept the subbase moist by wetting the rock with a hose, and used a misting nozzled pressure washer to mist the air above the slab. fir; .� Aril • /Lt:W�� r� r9 Qt: Sam Yaghmaie, P.E. ' Department Manager, Seattle Construction Services °q : ,;i6 t ` S i,, r cc: THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. es* 1 . REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. „I VV B r >Ff, Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 s ' • lri. . _.. .. ..... _.. ..... x„.... ....,. ...,.—... s«.'-.•........,,,,,,SS UrN+:vc »wXr.01.0?,,,Nmor.toofts axteL t • T NF X 1 Information / f.J . To Build On Engineering • Consulting • Testing ;: REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST 1 CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 1 King Co. Dept. of Construction and Redevelopment Facilities Management 1. Z 500 4th Avenue Rm. 320 Seattle, WA 98104 -2337 Z I H I Z . i Q PERMIT NO.: D02 -019 , D02-020 M i DATE: June 25, 2002 JOB NO.: 712 - 10303 -38 —i U 4 TECHNICIAN: C. McBride REPORT NO.: CR16927 N O p : 1 FIELD DATA W Z LOCATION OF PLACEMENT: Subbase J 1 Samples were taken at 324.00 cubic yards of 440.00 cubic yards placed total. N o u. WO Date Placed June 25, 2002 Supplier 54 2 ; r 9 Time Mix Number and Proportions 3 40161 W Q . i , Delivery Ticket No. 310854 Truck No. 411 Cement 555 lbs Type I : N d Slump, In. 7.00 Water F— _, Air Content, % Fine Aggregate 1340 lbs Z F — O A ir Temperature, °F Coarse Aggregate 2 123 lbs Z E W W. Concrete Temperature, °F Flyash 2 D Date Received In Lab June 25, 2002 Admixture 44.0 oz MRWRA • U � • 1— Field Data Submitted By PSI /C. McBride 17.0 oz HRWRA 0 Mix Data Submitted By 54 2 U NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9. 2.2); SLUMP: C143•97 (EXC. SEC. 6): TEMPERATURE: C1064-146(93): SAMPLING: CI72.97 COMPRESSION TEST RESULTS OBSERVATIONS . — 0 . . ® Cylinders made by PSI representative. lU Z Cylinder Cylinder Compressive V N Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI _ , No, (in.) (in?) Tested (days) (lbs.) (p.s.i.) Fracture Type representative. 0 I— I ® Test results comply with applicable Z A 4.00 12.57 7/2/02 7 54500 4340 Shear specifications. B 4.00 12.57 7/23/02 28 ❑ Test results do not comply with applicable specifications. C 4.00 12.57 7/23/02 28 ® Reinforcing steel was found to comply with plans and project specifications..' D 4.00 12.57 7/23/02 ❑ Reinforcing steel does not comply with • • plans and project specifications. . ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: 0 YES 0 NO ( ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C123I ❑ Other: • R EMARKS: ill A PSI Representative was on site in inspect resteel and concrete Respectfully submitted, ' placement. Concrete was placed by pump and consolidated by vibrator. The Professional Service Industries, Inc. Y yi ``' I'� ul.� h contractor kept the subbase moist by wetting the rock with a hose, and used a • misting nozzled pressure washer to mist the air above the slab. ` -.?. +' 0 g P p ? : , r,,,, Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services r% ,,; • t ,. 1, `1i7 cc: #4 THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. � j REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. # p ; . ;;4 Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282-0666 • Fax 206/282 -0710 4 r . . 1.1, 1x: Z4. ».,. . _. -. .. R. wa ?,—... — ........... . _ • aI -n -v . +•Y m hN w ..ar,M•v» xnt» r . m YMrv� vr+n• >oYtlM_________ _____l_ ____.,_ Nr""wiS171 Information /v.ir •To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 King Co. Dept. of Construction and Redevelopment Facilities Management 500 4th Avenue Rm. 320 < Seattle, WA 98104 -2337 I Z • CL ILI 2' PERMIT NO.: D02 -019, D02 -020 a DATE: June 25, 2002 JOB NO.: 712 - 10303 - 38 J 0 TECHNICIAN: C. McBride REPORT NO.: CR16927 • 0 . FIELD DATA W I LOCATION OF PLACEMENT: Subbase Samples were taken at 324.00 cubic yards of 440.00 cubic yards placed total. W O Date Placed June 25, 2002 Supplier 54 a' Time Mix Number and Proportions 340161 J LL Q Delivery Ticket No. 310854 Truck No. 41 l Cement 555 lbs Type I W Slump, In. 7.00 Water H W { Mr Content, "A, Fine Aggregate 1340 lbs Z 1" 1 Air Temperature, °F Coarse Aggregate 2123 lbs Z O' • I Concrete Temperature, °F Flyash W • W D p Date Received In Lab June 25, 2002 Admixture 44.0 oz MRWRA U N Field Data Submitted By PSI /C. McBride 17.0 oz HRWRA CI 1-- Mix Data Submitted By 54 W W { I U NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31 -911 (EXC. SEC. 9.2.2): SLUMP: CI47.97 (EXC. SEC. G): TEMPERATURE: CI0(446(93): SAMPLING: C172.97 I COMPRESSION TEST RESULTS OBSERVATIONS u" O ® Cylinders made by PSI representative. lj, Z Cylinder Cylinder Compressive ®Cylinders picked up by PSI V i . Sample Diameter Area Date Age Load Strength No. (in.) (in.') Tested (days) .(lbs.) (p.s.i.) Fracture Type representative. f ® Test results comply with applicable Z A 4.00 12.57 7/2/02 7 54500 4340 Shear specifications. • B 4.00 12.57 7/23/02 28 ❑ Test results do not comply with applicable specifications. C 4.00 12.57 7/23/02 28 ® Reinforcing steel was found to comply , . D 4.00 12.57 7/23/02 with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. . ❑ Reinforcing steel not inspected by PSI • representative. ' 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ❑ YES ❑ NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 p C1231 p Other: ' REMARKS: A PSI Representative was on site in inspect resteel and concrete Respectfully submitted, i. placement. Concrete was placed by pump and consolidated by vibrator. The Professional Service Industries, Inc. `, ", 3 w contractor kept the subbase moist by wetting the rock with a hose, and used a'■ n ''' misting nozzled pressure washer to mist the air above the slab. ' :.''k£4 x ( Sam Yaghmaie, P.E. 1, 4 ' Department Manager, Seattle Construction Services' ..W �s a cc: THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. "•*7 REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. �` w,, `�t�t 1'i2 ry ' . s a.4, Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282.0666 • Fax 206/282-0710 ' d r y,- f • • p •. . .., :..,...' .'., ..... , ...: ,.,.... .. _....«.. w. wvtn�wea 'vfru•e,w...+.aro.w.... 4 ':I.: ••.. »r ,. .: .r .:.. • . ...... , '...... ».. .- , wn nvw.w ... NPWMi1. tftspiNMRl•4'�aN��AyNG!1Y4M@.• - - .- • , - 1 , J i Information /r�U , To Build On Engineering • Consulting • Testing s REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 King Co. Dept. of Construction and Redevelopment Facilities Management , 500 4th Avenue Rm. 320 • Seattle, WA 98104 -2337 • H 1 W PERMIT NO.: : D02 -019, D02- 020. 4 DATE: June 25, 2002 JOB NO.: 712 - 10303 - 38 J U TECHNICIAN: C. McBride REPORT NO.: CR16927 U 0 (D FIELD DATA to W LOCATION OF PLACEMENT: Subbase J 1 = — _ • Samples were taken at 324.00 cubic yards of 440.00 cubic yards placed total. N 0 Date Placed June 25, 2002 Supplier 54 ' W Time Mix Number and Proportions 340161 J . Delivery Ticket No. 310854 Truck No. 411 Cement 555 lbs Type I d ' Slump, In. 7.00 Water = 1 �W Air Content, '%1 Fine Aggregate 1340 lbs Z M = — - Air Temperature, °F. Coarse Aggregate 2123 lbs Z Concrete Temperature, °F Flyash 2 ? , Date Received In Lab June 25, 2002 Admixture 44.0 oz MRWRA U 0 Field Data Submitted By PSI /C. McBride 17.0 oz HRWRA O N. Mix Data Submitted By 54 W W NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31•'96 (EXC. SEC. 9.2.2): SLUMP: C147•97 (EXC. SW. G); TEMPERATURE: C106446(93); SAMPLING: CI72.97 F. V , -Li-- COMPRESSION TEST RESULTS OBSERVATIONS ~O . • Cylinder Cylinder Compressive ® Cylinders made by PSI representative. . Z ® Cylinders picked up by PSI co Sample Diameter Area Date Age Load Strength C1 No. (in.) (in.') Tested (days) (lbs.) (p.s.i.) Fracture Type representative. 1- _' ® Test results comply with applicable O 1_, A 4.00 12.57 7/2/02 7 54500 4340 Shear Z specifications. B 4.00 12.57 7/23/02 28 ❑ Test results do not comply with . applicable specifications. C 4.00 12.57 7/23/02 28 ® Reinforcing steel was found to comply , D 4.00 12.57 7/23/02 with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: El YES ❑ NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C 172 ❑ C231 ® C 1064 ❑ C I23 1 ❑ Other: REMARKS: - - ,. A PSI Representative was on site in inspect resteel and concrete Respectfully submitted, ; �• k�� placement. Concrete was placed by pump and consolidated by vibrator. The Professional Service Industries, Inc. ; .;a p p Yp P Y f �� . 4 -ft contractor kept the subbase moist by wetting the rock with a hose, and used a ' ` ` . `' < i misting nozzled pressure washer to mist the air above the slab. ? Sam Yaghmaie, P.E. 0 II i -r �, Department Manager, Seattle Construction Services i -, ss. a CC: ' THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. " . ` ,+ , a REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, ryry Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282-0710 70,,4 . i 9SION i ERMIl 6ohnss - ....,,. wyw.ro"',,,,otlgmoot cron.,n+,m,.v,e«...,M• n.v«m...,:.,.» :.^10,00.- vol.w.�.wl'.,a, }SK NlN4R Il6kR i, ■■■■•, • NI N tip In formation Ile. �J .To Build On } Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST I CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 1 King Co. Dept. of Construction and Redevelopment I Facilities Management Z I 500 4th Avenue Rm. 320 1 Seattle, WA 98104 -2337 j- Z' ' I PERMIT NO.: • D02 -019, D02 -020 CL g I DATE: June 25, 2002 JOB NO.: 712- 10303 -38 6 D I TECHNICIAN: C. McBride REPORT NO.: CR16926 U Q FIELD DATA CO W LOCATION OF PLACEMENT: Subbase W I I Samples were taken at 207.00 cubic yards of 440.00 cubic yards placed total. t) u. ! Date Placed June 25, 2002 Supplier 54 W O I i Time Mix Number and Proportions 340161 g J u. 1 Delivery Ticket No. 310792 Truck No. 408 Cement 555 lbs Type I N Slump, In. 7.00 Water = d i IH = Air Content, % Fine Aggregate 1341 lbs Z H Air Temperature, °F 72 Coarse Aggregate 21 15 lbs Z 0 i Concrete Temperature, °F 72 Flyash III ui 1 Date Received In Lab June 25, 2002 Admixture 44.0 oz MRWRA U a. 1 Field Data Submitted By PSI /C. McBride 17.0 oz HRWRA 0 N Mix Data Submitted By 54 ' IJJ W j NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: CM.% (EXC. SEC. 9.2.2): SLUMP: C142.91(EXC. SEC. 6): TEMPERATURE: CIoG4. e(9]): SAMPLING: Ci72.97 I tJ. COMPRESSION TEST RESULTS OBSERVATIONS W_ i ® Cylinders made by PSI Z Cylinder Cylinder Compressive . , Sample Diameter Area Date Age Load Strength ® Cylinders picked up b y PSI W N I No. (in.) (in.') Tested (days) (lbs.) (p.s.i.) Fracture Type representative. H = . ® Test results comply with applicable 0 I— I A 4.00 12.57 7/2/02 7 54000 4300 Shear specifications. Z • B 4.00 12.57 7/23/02 28 68500 5450 Shear ❑ Test results do not comply with applicable specifications. C 4.00 12.57 7/23/02 28 67500 5370 Shear ® Reinforcing steel was found to comply D 4.00 12.57 7/23/02 Discarded with plans and project specifications. \ • i El steel does not comply with plans and project specifications. • ❑ Reinforcing steel not inspected by PSI • representative. I 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ® YES ❑ NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C1231 ❑ Other: , REMARKS: - A PSI Representative was on site to inspect resteel and concrete Respectfully submitted, �' `'` placement. Concrete was placed by pump and consolidated by vibrator. The Profe ' 1 Service Industries, Inc. '� , lwil�` ., contractor kept the subbase moist by wetting the rock with a hose, and used a � .r ,. X' misting nozzled pressure washer to mist the air above the slab. �'• l ';A kb rrvy.r. ‘e/.. + f� f � 3 li''''; "ti! . Sam Yaghmaie, P.E. ; 'a; Department Manager, Seattle Construction Services : ' ,,, "Yf .1(r .rf )F. ti. CC: 7 yy' THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. '. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ° a a le :4 t ' z . -/r Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 1l li ". • r' „ MWF, +iWTaFr.,e'..VYM M 1'MnAUYryypu.vrtwrw M•.rov. r. .,. t,u VW.V •.v�.tW t�flYMP IM.i v.«.... ,v....,....- .- ...... »....+irR+e n.tir,F t�TNhN( i1tN�iSiI'AA� I� a{.n} .....,, Is m ":721 Information rTo Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 King Co. Dept. of Construction and Redevelopment Facilities Management 500 4th Avenue Rm. 320 Z Seattle, WA 98104 -2337 • I Z • I Ill • PERMIT NO.: 1 D02 -019, D02- 020 ' i cL 2 DATE: June 25, 2002 JOB NO.: 712 - 1 0303 -38 ---I U TECHNICIAN: C. McBride REPORT NO.: CR16926 W O p v) FIELD DATA W I ui I LOCATION OF PLACEMENT: Subbase — I' . �- Samples were taken at 207.00 cubic yards of 440.00 cubic yards placed total. W O Date Placed June 25, 2002 Supplier 54 2 j Time Mix Number and Proportions 340161 • J PP u- Q Delivery Ticket No. 310792 Truck No. 408 Cement 555 lbs Type I CO ri d Slump, In. 7.00 - . Water - W Z Air Content, '% Fine Aggregate 1341 lbs F.. I-- O Mr Temperature, °F 72 Coarse Aggregate 2115 lbs Z 1 WW Concrete Temperature, °F 72 Flyash 2 n . D Q Date Received In Lab June 25, 2002 Admixture 44.0 oz MRWRA U Field Data Submitted By PSI /C. McBride 17.0 oz HRWRA CI H 1 . Mix Data Submitted By 54 = W NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: 031.96 (EXC. SEC. 9.2.2); SLUMP: CI43.97 (EXC. SEC. 6): TEMPERATURE: C106446(93): SAMPLING: CI72.97 I - 6(93): C OMPRESSION TEST RESULTS OBSERVATIONS U. O . . . ® Cylinders made by PSI representative. Ijj Z Cylinder Cylinder Compressive (n , Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI U No. (in.) (in?) Tested _ (days) '(Ibs.) (p.s.i.) Fracture Typ representative. ("" �' O A 4.00 12.57 7/2/02 7 54000 4300 Shear ® Test results comply with applicable Z . specifications. • B 4.00 12.57 7/23/02 28 ❑ Test results do not comply with applicable specifications. C 4.00 12.57 7/23/02 28 ® Reinforcing steel was found to comply D 4.00 12,57 7/23/02 with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: n YES Li ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C1231 ❑ Other: • REMARKS: A PSI Representative was on site in inspect resteel and concrete Respectfully submitted, I .1�. c ` placement. Concrete was placed by pump and consolidated by vibrator. The Prof • ' ' h ' f nal Service Industries, Inc. , ° t . g contractor kept the subbase moist by wetting the rock with a hose, and used a ,,t>♦j,` • misting nozzled p r es sure washer to mist the ai a b o ve the slab. "A y�y � ' e, �R��Li�' 1 Sam Yaghmaie, P.E. , Department Manager, Seattle Construction Services f " 10w111 cc: ., ' v. ` 4 . THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. 6 i' REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. * , ": ANT 1 Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 r, .. ... • 11"4",,n1 Information /r`?U Build On Engineering • Consulting • Testing • REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 King Co. Dept. of Construction and Redevelopment Facilities Management Z 500 4th Avenue Rm. 320 1 Seattle, WA 98104 -2337 • I— W • C Q C 2 . PERMIT NO.: D02 -019, D02 -020 J U 1 DATE: June 25, 2002 JOB NO.: 712 10303 - 38 0 TECHNICIAN: C. McBride REPORT NO.: CR16926 . W D i NW 1 FIELD DATA J F 1 LOCATION OF PLACEMENT: Subbase • c u Samples were taken at 207.00 cub yards of 440.00 cubic yards placed total. w } O . Date Placed June 25, 2002 Supplier 54 g J Time Mix Number and Proportions 340161 IL < N d Delivery Ticket No. 310792 Truck No, 408 Cement 555 lbs Type I = 1_-, W . Slump, In. 7.00 Water = Air Content, % Fine Aggregate 1341 lbs Z 0 AirTemlerature °F 7 Coarse Z O I ggregat 2115 Ibs W W Concrete Temperature, °F 72 Flyash I Date Received In Lab June 25, 2002 Admixture 44.0 oz MRWRA :Q � : O H Field Data Submitted By PSI /C, McBride • 17.0 oz HRWRA W W Mix Data Submitted By 54 H U NOTE; APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2): SLUMP: CI17•97 (EXC. SEC. 6): TEMPERATURE: C106446(93): SAMPLING: C172.97 IL O 1 COMPRESSION TEST RESULTS OBSERVATIONS . Z ® Cylinders made by PSI representative. W N• Cylinder Cylinder Compressive U i Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI 1 - _ '. No. (in.) (in. Tested (days) (lbs.) (p,s,i.) Fracture Type representative. 0 /- 1 ® Test results comply with applicable A 4.00 12.57 7/2/02 7 54000 4300 Shear • . specifications. • . B 4.00 12.57 7/23/02 28 ❑ Test results do not comply with applicable specifications. C 4.00 12.57 7/23/02 28 ®Reinforcing steel was found to comply ‘ with plans and project specifications. • D 4.00 12.57 7/23/02 ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: Ell YES ❑ NO ASTM Test Method: ® C31 p C39 ® C143 ® C172 ❑ C231 ® C1064 p C1231 ❑ Other: REMARKS: _ .:: : ::::. . n , . •4 ., 1 A PSI Representative was on site in inspect resteel and concrete Respectfully submitted, .,PEN placement. Concrete was placed by pump and consolidated by vibrator. The Prof • nal Service Industries, Inc. ! `' n;; contractor kept the subbase moist by wetting the rock with a hose, and used a a l iiilk misting nozzled pressure washer to mist the air above the slab. ? ,r • w „„: Sam Yaghmaie, P.E. ct'Sk . y s • f p Department Manager, Seattle Construction Services , .:Yr�A`f rtq Sivi: cc: THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. 2 t , ' , i „ , REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. `;. ,, 1 ' Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282.0666 • Fax 206/282 -0710 , , , i Inform, ;on tf. .ToBuild On . Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 King Co. Dept. of Construction and Redevelopment ■ Facilities Management 1 500 4th Avenue Rm. 320 Z 1 Seattle, WA 98104 -2337 Q • PERMIT NO.: D02 -019, D02 -020 1- Z ' l DATE: June 25, 2002 JOB NO.: 712- 10303 -38 IA TECHNICIAN: C. McBride REPORT NO.: CR16925 6 ' • UO I FIELD DATA 0 LOCATION OF PLACEMENT: Subbase W = i Samples were taken at 103.00 cubic yards of 440.00 cubic yards placed total. F- Date Placed June 25, 2002 Supplier 54 N W i W Q I Time Mix Number and Proportions 340161 2 i Delivery Ticket No. 310747 Truck No. 408 Cement 558 lbs Type I i Slump, In. 7.00 Water ,, Air Content, % Fine Aggregate 1343 lbs = I 1—. W Air Temperature, °F Coarse Aggregate 2123 Ibs ? H Concrete Temperature, °F 71 Flyash Z 0 I i Date Received In Lab June 25, 2002 Admixture 44.0 oz MRWRA W W 2 Field Data Submitted By PSI /C. McBride 17.1 oz HRWRA U 0 N I Mix Data Submitted By 54 0 H ; NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: 01.96 (EXC. SEC. 9.2.2); SLUMP: Ci43-97 (EXC. SEC. 6); TEMPERATURE: CIQ64- 86(73): SAMPLING: C172.97 uj COMPRESSION TEST RESULTS OBSERVATIONS h=- Cylinder Cylinder Compressive ® Cylinders made by PSI representative. W — Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI No. (in.) (in') Tested (days) (lbs.) (p.s.i.) Fracture Type representative. w I A 4.00 12.57 7/2/02 7 60000 4770 Shear ■ ® Test results comply with applicable U =` specifications. 0 1 B 4.00 12.57 7/23/02 28 76000 6050 Cone ❑ Test results do not comply with Z f applicable specifications. . ■ C 4.00 12.57 7/23/02 28 77000 6130 Shear ® Reinforcing steel was found to comply D 4.00 12.57 7/23/02 Discarded with plans and project specifications. 0 Reinforcing steel does not comply with *} • • plans and project specifications. 0 Reinforcing steel not inspected by PSI ! representative. • Design Strength Specification: 28 4000 0 gallons of water added on site. WORK CONFORMS: ® YES ENO ASTM Test Method: ® C31 0 C39 ® C143 ® C172 0 C231 ® C1064 0 C1231 0 Other: REMARKS: A PSI Representative was on site to inspect resteel and witness concrete Respectfully submitted, placement. Concrete was placed by pump and consolidated by vibrator. The Prole. • Service Industries, Inc. = `` ;: contractor kept the subbase moist by wetting the rock with a hose, and used a pressure washer with a nozzle to mist the air above the slab. Sr f,�aC!rd , d•eeel. i, Sam Yaghmaie, P.E. 'n•�� l` ° : , Department Manager, Seattle Construction Services ) .;;x3 ! CC: A54},priiiti. THESE TEST RESULTS APPLY ONLY Td THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. I MI k REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. ' . Professional Service Industries, Inc, • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282.0666 • Fax 206/282 -0710 DA :' : L. w..../.•. a. a. i.,,« xwww. irL�... n, S' v....,.,.. w. o1 :.:J.a "'�6M'M'A+,v.Nwu.w.vm+. .�r,, N+,wr:JMNCMY.yrt^kle5two- • u.c- ...,,....w.. -.,.. .. « .....•^• UV. sh.Yi'.c ..,,..... s.... ..,- ,,.,..a..,,..pn.aMtitT: +! !?? i Y.A i I , d `- . pl =e p... 3 Info rm anon , II , ' . , r,, ,, To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST ' CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 King Co. Dept. of Construction and Redevelopment Facilities Management Tukwila < • 500 4th Avenue Rm. 320 = Z Seattle, WA 98104 -2337 rL 2 . PERMIT NO.: D02 -019, D02 -020 U DATE: June 25, 2002 JOB NO.: 712 - 10303 -38 V C3 TECHNICIAN: C. McBride REPORT NO.: CR16924 CO W o N FIELD DATA LOCATION OF PLACEMENT: Slab W 0 i Samples were taken at 10.00 cubic yards of 440.00 cubic yards placed total. 2 Date Placed June 25, 2002 Supplier 54 .� g r Time Mix Number and Proportions 340161 N = M a j Delivery Ticket No. 310708 Truck No. 263 Cement 544 lbs Type I —. W Slump, In. 5.00 Water Z .- Air Content, % Fine Aggregate 1360 lbs Z O WW Air Temperature, °F Coarse Aggregate 2131 lbs 2 D Concrete Temperature, °F 0 Plyash U �" Date Received In Lab June 25, 2002 Admixture 44.0 oz MRWRA O - CI H Field Data Submitted By PSI /C. McBride 17.0 oz I-IRWRA W Ui Mix Data Submitted By 54 F' NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2); SLUMP. CI4 97 (EXC. SEC. 6): TEMPERATURE: CIII64•116(92): SAMPLING: C172-97 IL. Z COMPRESSION TEST RESULTS OBSERVATIONS j w ' Z Cylinders made by PSI representative. I Cylinder Cylinder Compressive Cylinders up = Sample Diameter Area Date . Age Load Strength ® Y finders P irked p b y PSI F— No. (in.) (in') Tested (days) (lbs.) (p.s.i.) Fracture Type representative. Z 4.00 12.57 6/28/02 3 35000 2780 Cone Z Test results comply with applicable • specifications. 4.00 12.57 7/1/02 6 42500 3380 Cone and Shear ❑ Test results do not comply with 1 applicable specifications. I ' 4.00 12.57 7/2/02 7 Z Reinforcing steel was found to comply with plans and project specifications. 4.00 12.57 7/23/02 28 0 Reinforcing steel does not comply with 4.00 12.57 7/23/02 28 plans and project specifications. 0 Reinforcing steel not inspected by PSI 4.00 12.57 representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: YES 0 NO ASTM Test Method: Z C31 ❑ C39 Z C143 Z C172 0 C231 Z C1064 [] C1231 [] Other: - REMARKS: "t� A PSI Representative was on site to inspect resteel and concrete Respectfully submitted, , -'� "; , s° R.. ,L , placement. Concrete was placed by pump and consolidated by vibrator. The Professional Service Industries, Inc. ,.— c contractor kept the subgrade moist by wetting the rock with a hose prior to , w� , .; ,. placing concrete. The contractor also misted the air above the slab as a f'. ,:: Y precaution to avoid heat curing related problems. A pressure washer with a 1 „ , mist nozzle was used. 0 1 ; ; F ,. , Sam Yaghmaie, P.E. ly , , .fF , 54, , Department Manager, Seattle Construction Services . : ` =:.e. ,Tit,,,,,,, cc: ; A ,,,;,,..,v,....., THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. wr 4• . REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282-0710 I „ ........,,..,— ., !s.•a r ..itww 4,- ,,&m440 - tt .'.J 1R� 0/40100114 t h t>� fi Infont...,lion . r � N .To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST , CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 ' King Co. Dept. of Construction and Redevelopment ss 'r - , r, Facilities Management Tukwila t ' ``.''- Li C 2002 500 4th Avenue Rm. 320 Z Seattle, WA 98104 -2337 l Z 4 PERMIT NO,: ., D02-019;:.D02=020'. . a II s DATE: June 25, 2002 JOB NO.: •' 712- 10303 -38 6 D 1 TECHNICIAN: C. McBride REPORT NO.: CR16924 U O P. FIELD DATA , .CO IO LOCATION OF PLACEMENT: Slab J = Samples were taken at 10.00 cubic yards of 440.00 cubic yards placed total. H Date Placed June 25, 2002 Supplier 54 w O Time Mix Number and Proportions 340161 J Delivery Ticket No. 310708 Truck No. 263 Cement 544 lbs Type I Q: . Slump, In. 5.00 Water CJ Air Content, '% Fine Aggregate 1360 lbs F Iii Z Air Temperature, °F Coarse Aggregate 2131 lbs ~ I Concrete Temperature, °F 0 Flyash W O • Date Received In Lab June 25, 2002 Admixture • 44.0 oz MRWRA 2 n• D p. • Field Data Submitted By PS1 /C. McBride 17.0 oz HRWRA UO U) Mix Data Submitted By 54 0 I_- NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2): SLUMP: C143.97 (EXC. SEC. 6); TEMPERATURE: C106.1.146(93); SAMPLING: C 172.)7 IJJ W COMPRESSION TEST RESULTS OBSERVATIONS I Cylinder Cylinder Compressive ® Cylinders made by PSI representative. - Z . . Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI u No. (in.) (in 2) Tested (days) (lbs.) (p.s.i.) Fracture Type representative. U W 4.00 12.57 6/28/02 3 35000 2780 Cone ®Test results comply with applicable 0 H • specifications. Z 4.00 12.57 7/1/02 6 42500 3380 Cone and Shear ❑ Test results do not comply with • applicable specifications. 4.00 12.57 7/2/02 7 44000 3500 Cone ® Reinforcing steel was found to comply 4.00 12.57 7/23/02 28 with plans and project specifications. # , ❑ Reinforcing steel does not comply with • 4.00 12.57 7/23/02 28 plans and project specifications. • ❑ Reinforcing steel not inspected by PSI 4.00 12.57 representative. ' 0 gallons of water added on site. . Design Strength Specification: 28 4000 WORK CONFORMS: ❑ YES ❑ NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 p C231 ® C1064 ❑ C1231 p Other: ' REMARKS: A PSI Representative was on site to inspect resteel and concrete Respectfully submitted, placement. Concrete was placed by pump and consolidated by vibrator. The Profes ional Service Industries, Inc. 3 r; contractor kept the subgrade moist by wetting the rock with a hose prior to 0,i � ' ,r' placing concrete. The contractor also misted the air above the slab as asi =� precaution to avoid heat curing related problems. A pressure washer with a e.: I',r 1 mist nozzle was used. f - ; ` y , ),..,. Sam Yaghmaie, P.E. " Department Manager, Seattle Construction Services ; 1 �'.` CC: 'e , : Y��`� tA' - r * THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. '` REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. • ; 'V'n j. 1 W x Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282.0666 • Fax 206/282 -0710 so' '-'^ti r "'• 4., :o e .. e.., ..:ur: r:',�, ...,. > I v..,44u,' S ..*r:,x. ,2it c.+�F'SYYO -0.. }.;+ e!r'.ann'r:.! ,...rc ., .. 1+Y...ub+.. .,. .. ... r , ....«...n+„*n..e,.m..•»+rwx..nr - o «.,.K..., ... .... ........ ....., , a, •, , - i ' r, i r . ti - 1 ,. ri � Ir zfo��tc , , , r, gaNkk immi2:1 r ToBuil� �! �f , Engineering • Consulting • Testing .. . REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST ' ' • CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 King Co. Dept. of Construction and Redevelopment Z Facilities Management Tukwila , _ • 500 4th Avenue Rm. 320 , ,i— Z Seattle, WA 98104 -2337 Q 2 PERMIT NO.: D02 -019, D02 -020 DATE: June 25, 2002 JOB NO.: 712 - 10303 -38 N 0 TECHNICIAN: C. McBride REPORT NO.: CR16924 FIELD DATA CO LOCATION OF PLACEMENT: Slab W O Samples were taken at 10.00 cubic yards of 440.00 cubic yards placed total. 2 Date Placed June 25, 2002 • Supplier 54 J LL, 4 Time Mix Number and Proportions 340161 V) d i Delivery Ticket No. 310708 Truck No. 263 Cement 544'Ibs Type I H W _' Slump, In. 5.00 Water Z 1.— Air Content, % Fine Aggregate 1360 Ibs Z 1 LLI Air Temperature, °F Coarse Aggregate 2131 lbs `L m • n tom Concrete Temperature, °F 0 Flyash (� •O — Date Received In Lab June 25, 2002 Admixture 44.0 oz MRWRA '0 I— j Field Data Submitted By PS1 /C. McBride 17.0 oz HRWRA III U Mix Data Submitted By 54 LL O I- NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2); SLUMP: CI43•97 (EXC. SEC. 6): TEMPERATURE: CIO6446(93): SAMPLING: C172-97 • COMPRESSION TEST RESULTS OBSERVATIONS 1 11 z U— Cylinder Cylinder Compressive ® Cylinders made by PSI representative. F _, Sample Diameter Area Date . Age Load Strength ® Cylinders picked up by PSI p i" No. (in.) (in.') Tested (days) (lbs.) (P.O.) Fracture Type representative. Z ' 4.00 12.57 6/28/02 3 35000 2780 Cone z Test results comply with applicable • specifications. 4.00 12.57 7/1/02 6 42500 3380 Cone and Shear ❑ Test results do not comply with ' applicable specifications. 4.00 12.57 7/2/02 7 ® Reinforcing steel was found to comply 4.00 12.57 7/23/02 28 with plans and project specifications. ❑ Reinforcing steel does not comply with • 4.00 12.57 7/23/02 28 plans and project specifications. ❑ Reinforcing steel not inspected by PSI 4.00 12.57 representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ❑ YES ❑ NO ASTM Test Method: ® C31 ❑ C39 ® CI43 ® CI72 ❑ C231 ® CI064 ❑ C1231 ❑ Other: REMARKS: " ga , A PSI Representative was on site to inspect p ect resteel and concrete Respectfully submitted, , l: e ' 3'. •, Professional Service Industries, Inc. 1 f placement, Concrete was placed by pump and consolidated by vibrator. The Pro ' 1 contractor kept the subgrade moist by wetting the rock with a hose prior to "'". placing concrete. The contractor also misted the air above the slab as a ',/J.,,,',. " " precaution to avoid heat curing related problems. A pressure washer with a 1 '' �5 mist nozzle was used, ..., Sam Yaghmaie, P.E.''' Department Manager, Seattle Construction Services . e vow' !e{�...,' cc: S } THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. t : + ' • REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, 4 Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282-0710 ! \ frpra171 Information /�� .To Build On Engineering • Consulting • Testing i REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST 1 l CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 King Co. Dept. of Construction and Redevelopment Facilities Management Tukwila 500 4th Avenue Rm. 320 Z I Seattle W A 98104 -2337 • ! HZ. PERMIT NO.: • D02-019, D02 -020 Q n i DATE: June 25, 2002 JOB NO.: 712 - 10303 -38 6 5 TECHNICIAN: C. McBride REPORT NO.: CR16924 U Q FIELD DATA LOCATION OF PLACEMENT: Slab U1 I Samples were taken at 10.00 cubic yards of 440.00 cubic yards placed total. F— N u_ Date Placed June 25, 2002 Supplier 54 W 0 Time Mix Number and Proportions 340161 2 h r _ Delivery Ticket No. 310708 Truck No. 263 Cement 544 lbs Type I U Slump, In. 5.00 Water N d = W Air Content, % Fine Aggregate 1360 lbs Z H Air Temperature, °F Coarse Aggregate 2131 lbs Z Q Concrete Temperature, °F 0 Flyash W LL Date Received In Lab June 25, 2002 Admixture 44.0 oz MRWRA U p , ! . Field Data Submitted By PSI /C. McBride 17.0 oz HRWRA •O N . CI Mix Data Submitted By 54 11J F_ NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: (Ammo SPECIMENS: C31.96 (EXC. SEC. 9.2.2); SLUMP: C143.97 (EXC. SEC. G); TEMPERATURE: CIDGi•HG(93); SAMPLING: C172.97 Z V COMPRESSION TEST RESULTS OBSERVATIONS 1 ® Cylinders made by PSI representative. - Cylinder Cylinder Compressive ■ Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI I to i No. (in.) (in ?) Tested (days) (lbs.) (p.s.i.) Fracture Type representative. U —` 4.00 12.57 6/28/02 3 35000 2780 Cone I ® Test results comply with applicable -- specifications. Z I 4.00 12.57 7/1/02 6 42500 3380 Cone and Shear ❑ Test results do not comply with . applicable specifications. 4.00 12.57 7/2/02 7 44000 3500 Cone ® Reinforcing steel was found to comply 4.00 12.57 7/23/02 28 56500 4490 Shear with plans and project specifications. ❑ Reinforcing steel does not comply with 4.00 12.57 7/23/02 28 57500 4570 Shear plans and project specifications. ❑ Reinforcing steel not inspected by PSI • 4.00 12.57 Discarded representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ® YES ❑ NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 p C231 ® C1064 ❑ C1231 ❑ Other: • REMARKS: A PSI Representative was on site to inspect resteel and concrete Respectfully submitted, placement. Concrete was placed by pump and consolidated by vibrator. The Profes • Service Industries, Inc. 7,1 1: contractor kept the subgrade moist by wetting the rock with a hose prior to ,. . placing concrete. The contractor also misted the air above the slab as a '►;ii'' precaution to avoid heat curing related problems. A pressure washer with a * • mist nozzle was used. s `'' k 1 Sam Yaghmaie, P.E. . . Department Manager, Seattle Construction Services, cc: THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. �- REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. , ;:4-t. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 i.l , . .. .., , , ; . r.» . ..... ..i: i'• . t .' y.,`.:•.b: v.,11 +..,.f, l' i'A'•(e+: v .. . .- 00 1.H1 01.81, $fl, * t4 #tr'•:a..., A.y.vrrN.,..C...is..71.0 NW+M'AtlK fik'F, MIR •�r i i I 1 J • i Information eloPN .To Build On Engineering • Consulting • Testing REPORT OF DENSITY INSPECTION CLIENT: Maureen Thomas PROJECT: Museum of Flight Hanger Relocation . K.C. Dept. of Const. & Facility MG Lots 13/14 Z . 500 4th Avenue, Room 800 Q • MS /ADM -CF -0320 t Z ' Seattle, WA 98104 -2337 I PERMIT NO D02 -020 ::' 6 = DATE: June 24, 2002 JOB NO.: 712 = 10303 - 37 -, U U O INSPECTOR: C. McBride REPORT NO.: DR3037 N C I IN PLACE DENSITY TEST RESULTS w UJ I Test Location Elevation/ Wet. Dry. Moist * Comp. ' Spec. p/F —J 1 No. Depth Den.° Dena % %n % N LL 01 Hangar #2 Grids from 4 and E at Grade 8" 139.1 134.9 3.1 1 95 95 P W O ' 02 Hangar #2 Grids 2 and C 8" 140.2 136.1 3.1 1 96 95 P I 03 Hangar #2 Grids 5 and A 8 138.3 135.2 2.3 1 95 95 P g i � CI I 1 I W 4. Z I - 1 ZO 2 : ✓ CI . . O — Q 1— UJ W 1- — a: Results in pcf 13: Percent cnmpaciion based upon maximum density value ob1aluedfrom sample, indicated by sauuple II) mother • ~ O .- Z GAUGE STANDARD: MS 632 DS 2792 *1 Sample I,D. gravel borrow Max. Density Value 142,0 0 N LAB METHOD: ® D1557 ❑ D698 0 RICE ❑ D1556 *2 Sample I,D. Max. Density Value = ASTM TEST METHOD: ® D2922 ® D3017 0 D2950 *3 Sample 1.D. Max. Density Value I-- f"` EQUIPMENT IDENTIFICATION AND S/N (as applicable) 25598 WORK CONFORMS: [XI YES NO Z WORK DESCRIPTION: A PSI representative was on site to inspect work in progress and take in -place density tests of gravel borrow on hangar #2. Gravel borrow was compacted by roller and contractor added water as needed. Hangar #2 met or exceeded the compaction requirement of 95% of a ASIMD 1557 from grid points 1 -10, A -E. The pad from 10 -18 had not yet been excavated and rolled. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Sam Yaghmaie, P.E. ; ; - ( Manager, Seattle Construction Services 7 , CMcB /cam Hili It 4 , i.X5 ' :7 : , 0� tla Al 1 . CC: f } r v n t RESULTS RELATE ONLY TO ITEMS TESTED, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ;R {z Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282-0666 • Fax 206/282-0710 .Lz,.4 , ,. , -` , r'' Information ___ /r'�! °To Build On , Engineering • Consulting • Testing • REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: King Co. Dept. of Construction and PROJECT: K.C. Airport Lot 14 Facilities Management Redevelopment 500 4th Avenue Rm. 320 Q Seattle, WA 98104 -2337 • Attn: Maureen Thomas . =t"' Z W Q 2 PERMIT NO.: D02 -019, D02 -020 . J V . DATE: June 11, 2002 JOB NO.: • 712 - 10303 -26 U O TECHNICIAN: C. McBride REPORT NO.: CR10538 D NW I FIELD DATA -I I_ LOCATION OF PLACEMENT: N LL. Samples were taken at 200.00 cubic yards of 210.00 cubic yards placed total. iu O Date Placed June 11, 2002 Supplier 54 J • Time 11:10 AM Mix Number and Proportions 341061 LL. < N d Delivery Ticket No. 307346 Truck No. 408 Cement 555 lbs Type I (includes Flyash) = w Slump, In. 9.00 Water I— Z Z 1. j Air Content, Fine Aggregate 2105 lbs 1— O Z II— Air Temperature, °F Coarse Aggregate 1404 lbs W Lu Concrete Temperature, °F 56 Flyash See Cement D D. JJI. Dale Received In Lab June 11, 2002 Admixture 44 oz MRWRA 0 D �: jjj {llI Field Data Submitted By PSI/C. McBride 17 oz HRWRA LLl = W Mix Data Submitted By 54 1— V No7E' APPLICABLE ASIA STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.22); SLUMP: C143.97 (EXC. SEC. 6); TEMPERATURE: C1664.86(93); SAMPLCJO: C172.97 U. 1 6 COMPRESSION TEST RESULTS OBSERVATIONS .. Z Cylinder Cylinder Compressive Cylinders made by PSI representative. V N Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI = No. (in.) (in.') Tested (days) (lbs.) (p.s.i.) Fracture Type representative. O Z lA 4.00 12.57 6/18/02 7 48500 3860 Shear ® Test results comply with applicable specifications. 1B 4.00 12.57 7/9/02 28 61000 4850 Shear ❑ Test results do not comply with applicable specifications. 1C 4.00 12.57 7/9/02 28 60500 4810 Shear ® Reinforcing steel was found to comply ID 4.00 12.57 6/17/02 6 46000 3660 Cone �n plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. , 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: IX YES ❑ . NO ASTM Test Method: ® C31 ❑ C39 Z C143 ® C172 ❑ C231 ® C1064 ❑ C1231 ❑ Other: ..��,:....:) .. REMARKS: xti A PSI representative was on site to sample the concrete The truck Respectfully submitted, , 4,,,,,,,:,+% arrived with high slump. Quality Control for Cadman was notified, and they Pro essional Service Industries, Inc.: , ' "" ., 4, gave assurance that the truck had arrived quickly from the plant, and the • ` ' concrete had no more water than the batch weight indicated. Concrete was / A. F . ' s� placed by pump and consolidated by vibration. Resteel was placed in , tv. n accordance with approved plans and specifications. .. ,ra> - N. , . c4 ;• L , Sam Yaghmaie, P.E. ,, . Department Manager, Seattle Construction Services `wiry �` six,,• cc: t . THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. 0 'r".1 ' '• REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. J' � �+ Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282.0666 • Fax 206/282 -0710 w,a..m-,44,. ,.:..,..w:.,. _ om.rw....--- ... -..... . -..... ,,.,,..,...•.,...m ,,. wo.......... a «,W......,Mrs.v",,,w..»..tiar!+ ,u.,vv. wtlrwaie r° i ; _• ,,---,, , • Vali Information ieM . To Build On • . , Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: King Co. Dept. of Construction and PROJECT: K.C. Airport Lot 14 • ' Facilities Management Redevelopment 500 4th Avenue Rm, 320 Z Seattle, WA 98104 -2337 • 1 Attn: Maureen Thomas W . es PERMIT NO.: D02-01 9,:DO2 0201 W ., J U DATE: June 11, 2002 JOB NO.: 712 = 10303=26` • 'd U 0 TECHNICIAN: C. McBride REPORT NO.: CR10538 fn W FIELD DATA J f LOCATION OF PLACEMENT: U) LL. • Samples were taken at 200.00 cubic yards of 210.00 cubic yards placed total. : � 0 } Date Placed June 11, 2002 Supplier 54 I Time 11:10 AM Mix Number and Proportions 341061 < I N Delivery Ticket No. 307346 Truck No. 408 Cement 555 lbs Type I (includes Flyash) a _ W 1 Slump, In. 9.00 Water I- Z ZI.— Air Content, % Fine Aggregate 2105 lbs Z 0 Air Temperature, °F Course Aggregate 1404 lbs � W Concrete Temperature, °F 56 Flyash See Cement • U p. Date Received In Lab June 11, 2002 Admixture 44 oz MRWRA 0 - 0 H Field Data Submitted By PSI/C. McBride 17 oz HRWRA W' Mix Data Submitted By 54 I-- I V NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPEctM S: C31.96 (EXC. SEC. 9.2.2); SLUMP: C143.97 (EXC. SEC. 6); TEMPERATURE _C1064.86(93); SAMPLING: C172.97 V- O . COMPRESSION TEST RESULTS OBSERVATIONS W Z Cylinder Cylinder Compressive ® Cylinders made by PSI representative U j Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI O No. (in.) (in 1) Tested (days) (lbs:) (p.s.i.) Fracture Typo representative. Z lA 4.00 12.57 6/18/02 7 48500 3860 Shear ® Test results comply with applicable . specifications. • . • 1B 4.00 12.57 7/9/02 28 61000 4850 Shear ❑ Test results do not comply with • applicable specifications. I . 1C 4.00 12.57 7/9/02 28 60500 4810 shear ® Reinforcing steel was found to comply ID 4.00 12.57 6/17/02 6 46000 3660 Cone with plans and project specifications. ❑ Reinforcing steel does not comply with . plans and project specifications. I ❑ Reinforcing steel not inspected by PSI representative. . 0 gallons of water added on site. Design Strength Specification: 28 4000 I WORK CONFORMS: ® YES n . NO ASTM Test Method: ®C31 ❑ C39 ®C143 ®C172 ❑ C231 ®C1064 E) C1231 D Other: 1 :::. REMARKS: 4:s‘ A PSI representative was on site to sample the concrete The truck Respectfully submitted, i � � ; arrived with high n i slum . Quality Control for Cadman was notified, and they ` , , , 8 P Q Y Y Pro essional Service Industries, Inc. 99: gave assurance that the truck had arrived quickly from the plant, and the C • concrete had no more water than the batch weight indicated. Concrete was / - r ' ' � "", p by pump and consolidated by vibration. Resteel was placed in : accordance with approved plans and specifications. - -i `�; b Sam Yaohmaie P.E. Department Manager, Seattle Construction Services t • :hp• cc: `?„ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. . ,a ?aJ REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, '... FF Y.�r . • Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282.0666 • Fax 206/282 -0710 : • . • .. .. ., ,. „- ,., ;ti,:�,.. ,. ,_.:.,, •_, . ....:.... ...._.. ....,.., ,.._ ,,,..,.. ..m. ....r.. -,... ......_.. .. ... ... « . w...,, r,...,,. �r.• rwnwaa; u;,,+.'. .,,.w�a,a- .k.P.vr..Mm. - ,c,,,. ::Mi Information tf. .To Build On } Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: King Co. Dept. of Construction and PROJECT: K.C. Airport Lot 14 Facilities Management Redevelopment 500 4th Avenue Rm. 320 Seattle, WA 98104 -2337 = • Attn: Maureen Thomas Z { Cd I PERMIT NO.: D02 -019, D02 -020 6 ❑ DATE: June 11, 2002 JOB NO.: 712 - 10303 -26 U O TECHNICIAN: C. McBride REPORT NO.: CR10537 N ❑ 0 la FIELD DATA ILI _ LOCATION OF PLACEMENT: U) fL Samples were taken at 137.00 cubic yards of 210,00 cubic yards placed total. W O Date Placed June 11, 2002 Suppler 54 Time Mix Number and Proportions 340161 u.. Q Delivery Ticket No. 307267 Truck No. 228 Cement 555 lbs Type I - d Slump, In. 7.00 Water H = Air Content, °A° Fine Aggregate 1413 lbs Z H Air Temperature, °F Coarse Aggregate 2108 lbs W O uj Concrete Temperature, °F Flyash ? 0 Date Received In Lab June 11, 2002 Admixture 44 oz MRWRA . N Field Data Submitted By PSI/C. McBride 17 oz HRWRA . ❑ 1- Mix Data Submitted By 54 H V 7407B: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISEAIDICATED: MAXINO SPECIMENS: C31.96 (EXC. SEC. 9.2.2); SLUMP: C143-97 (EXC. SEC. 6); TEMPERATURE: C1064 436(93): SAMPLING: C172.97 LL g COMPRESSION TEST RESULTS OBSERVATIONS Z Cylinder Cylinder Compressive ® Cylinders made by PSI representative W co Sample Diameter Area Date Age Load Strength iI Cylinders picked up by PSI H = No. (in.) (in.') Tested (days) (lbs.) (p.s.i.) Fracture Type representative, O lA 4.00 12.57 6/18/02 7 60000 4770 Shear ® Test results comply with applicable z specifications. . 1B 4.00 12.57 7/9/02 28 77500 6170 Shear ❑ Test results do not comply with applicable specifications. 1C 4.00 12.57 7/9/02 28 78500 6250 Shear ® Reinforcing steel was found to comply l with plans and project specifications. 1D 4.00 12.57 6/17/02 6 56500 4490 Shear ❑ Reinforcing steel does not comply with plans and project specifications. . ❑ Reinforcing steel not inspected by PSI representative. . 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ® YES ❑ t i NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C1231 ❑ Other. RE MARKS: } A PSI representative was on site to sample the concrete. He inspected Respectfully submitted, , ,; �1 f resteel and witnessed the concrete pumped to placement and consolidated by Professional Service Industries Inc. " V , .f e ssi vibration. Reinforcing steel was placed in accordance with approved plans f i4,.;/ ,/'„ and specifications, '1 ,, q, - : ,. ( 7.6f3\_ ,...„_. t} A s r .1 11,1 5 1 . 'V i = "y. Sam Yagh � maie, P.E. r 7.1 • i i Department Manager, Seattle Construction Services ''jyty 5. n k y.t. 3 THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. - to '" ,{ti ' _. %;e I Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 ,n- - • . m.- .- I ... r.. , f: wss wr y+.«+ Kw -w w w >, ., +,.n v:•vmw.am +,v c n . «nww ^w.w,. ., .......,..... » . ,u« pry ZN "N_::____ ■ r� X ii Information _ ___ . .! •To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST I . 1 I CLIENT: King Co. Dept. of Construction and PROJECT: K,C. Airport Lot 14 Facilities Management Redevelopment 500 4th Avenue Rm, 320 Z Seattle, WA 98104 -2337 . 11 Attn: Maureen Thomas W I 1 PERMIT NO ,D,02-019,.D02-020, : x . U O DATE: June 11, 2002 JOB NO.: 712- 10303 -26 TECHNICIAN: C. McBride REPORT NO.: CR10537 ' N 0 W Z FIELD DATA -I I LOCATION OF PLACEMENT: j Samples were taken at 137.00 cubic yards of 210.00 cubic yards placed total. W O . i DatePlaced June 11, 2002 Supplier 54 2 Q Time Mix Number and Proportions 340161 D N 1 Delivery Ticket No. 3 07267 Truck No. 228 C ement 5 55 lbs Type I Z W I Slump, In. 7.00 Water I— I t Air Content, % Fine Aggregate 1413 lbs . Z OI— t Air Temperature, °F Coarse Aggregate 2108 lbs III _, Concrete Temperature, °F Flyasb . Q. U Date Received In Lab June 11, 2002 Admixture 44 oz MRWRA 0 N• Field Data Submitted By PSI/C. McBride 17 oz HRWRA W lL • I Mix Data Submitted By 54 I-- H NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAIQNO SPECIMENS: 031.96 (EXC. SEC. 9.2.2): SLUMP: 0143.97 EXC. EEC. 6); TEMPERATURE: C1064.86(93); SAMPLING: C172.97 V- O • ' • COMPRESSION TEST RESULTS OBSERVATIONS 111 Z Cylinder Cylinder Compressive ® Cylinders made by PSI representative. U CO Sample Diameter Area Date Age Load Strength ®Cylinders picked up b y PSI f_• No. (in.) (in.=) Tested (days) (lbs.) (p.s.i.) Fracture Type representative. Z lA 4.00 12.57 6/18/02 7 60000 4770 Shear ® Test results comply with applicable . specifications. . lB 4.00 12.57 7/9/02 28 77500 6170 Shear ❑ Test results do not comply with • applicable specifications. 1C 4.00 12.57 7/9/02 28 78500 6250 Shear ® Reinforcing steel was found to comply 1D 4.00 12,57 6/17/02 6 56500 4490 Shear plans and project specifications, ❑ Reinforcing steel does not comply with . plans and project specifications. ' ❑ Reinforcing steel not inspected by PSI representative. , 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ® YES ❑ NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ® 0064 ❑ C1231 ❑ Other: , ' .. ' ,. 4 s.. Y:�y ":. REMARKS: '' N ' • A PSI representative was on site to sample the concrete. He inspected Respectfully submitted, ; ,I;N ; :, "y" e, } i resteel and witnessed the concrete pumped to placement and consolidated by Professional Service Industries, Inc. ' ` , vibration. Reinforcing steel was placed in accordance with approved plans b p, . i‘ and specifications.' " ' C.7_6\_________ Sam Yaghmaie, P.E. 1. W �.., •. Department Manager, Seattle Construction Services . F :, ■ cc: THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. OM * • • .4 WI REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, THOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. A ' r . , $ ' - �7 Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119.1706 • Phone 206/282 -0666 • Fax 206/282 -0710 '`.y y . . .. .... .. vR tr...r 14i. �4`.;9:1>_.v.:.dr'. ✓c.s.a. Y.4w.ru�JC1.i,..,. . I- IwYwnw+ w+ w..,.+.. ra.. w.,-.,.... m,- v.....+.-+ w.... s,++ n.. x., rw—."..........,..,........... .,,,.vr..,ww.++w.w.u..wwn /w.wm i I , • i N i Inform ion �� .ToBuild On Engineering • Consulting • Testing - • REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST i 1 CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 f . King Co. Dept. of Construction and Redevelopment 1 Facilities Management 500 4th Avenue Rm. 320 Z I Seattle, WA 98104 -2337 ZIP PERMIT NO.: D02-019;,D02-020 x: C4 a DATE: June 4, 2002 JOB NO.: "712- 10303 -21 QQ D TECHNICIAN: C. McBride REPORT NO.: CR10535 ...1 � : FIELD DATA C LOCATION OF PLACEMENT: Sampled at grid 7 and A. W i S amples were taken at cubic yards of 202.00 cubic yards placed total. CO f Date Placed June 4, 2002 Supplier 54 W 0 } Time Mix Number and Proportions 340161 I — 1 Delivery Ticket No. 305712 Truck No. 229 Cement Type I u., Q 1 Slump, In. 5.00 water 10 gal added on site = a . Air Content, '% Fine Aggregate 1... W Air Temperature, °F 65 Coarse Aggregate Z 1— 1 Z O Concrete Temperature, °F 68 Flyash W W Date Received In Lab June 4, 2002 Admixture MRWRA 2 0 . Field Data Submitted By PSI /C. McBride HRWRA N, Mix Data Submitted By 54 f3 H NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.% (EXC. SEC. 9.2.2); SLUMP: CI43.97 (EXC. SEC. G): TEMPERATURE: C11)64-86(93); SAMPLING: CI72.97 W W COMPRESSION TEST RESULTS OBSERVATIONS I— � U - ® Cylinders made by PSI representative. u - p . • Cylinder Cylinder Compressive ® Cylinders picked up by PSI Z ` I Samp Diameter Area Date Age Load Strength W No. (in.) (in ? Fracture ) Tested (days) (lbs.) (p.s.i.) Fracre Type representative. U - i with applicable F= _' I IA 4.00 12.57 6/10/02 6 51500 4100 Shear ® Test results comply pp 0 1 specifications. Z I IB 4.00 12.57 6/11/02 7 61000 4850 Shear ❑ Test results do not comply with . applicable specifications. . 1C 4.00 12.57 7/2/02 28 83500 6640 Cone ® Reinforcing steel was found to comply • with plans and project specifications, ID 4.00 12.57 7/2/02 28 84000 6680 Cone and Shear ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. . { 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: M YES ❑ NO , i ASTM Test Method: 10 C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C1231 ❑ Other: 1 REMARKS: A PSI representative inspected resteel and witnessed the concrete pumped Respectfully submitted, , 3 to placement and mechanically vibrated for consolidation. Rested was per Prole. � al Service Industries, Inc. R _ t plan and code. 1," . r ''. ' 'i, r, ' , LS ,. - - , f,e,/,,r.f---- . ,,, ... ,,,,.. , Sam Yaghmaie, P.E. � Department Manager, Seattle Construction Services y f ) f ,,-,,,J4,N;1 4 . THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT EE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. + . ' REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ; d (, j t Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282-0666 • Fax 206/282 -0710 z -- .w^,. t+ i Information — -____ _ . • ____ � f .0 .ToBuild O ,)! �� r Engineering • Consu /ling_ • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST' , • z , i CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 1 King Co. Dept. of Construction and Redevelopment t ! Facilities Management i 500 4th Avenue Rm. 320 Z • i Seattle, WA 98104 -2337 ' I Z • W PERMIT NO.: D02 -019, D02 -020 Q DATE: June 4, 2002 JOB NO.: 712 - 10303 -21 J 0 TECHNICIAN: C. McBride REPORT NO.: CR10535 CO U FIELD DATA CO u.I LOCATION OF PLACEMENT: Sampled at grid 7 and A. —I I Samples were taken at cubic yards of 202.00 cubic yards placed total. N W O • Date Placed June 4, 2002 . Supplier 54 W } Time Mix Number and Proportions 340161 g J Delivery Ticket No. 305712 Truck No. 229 Cement Type I . CO Slump, In. 5.00 Water 10 gal added on site I W Air Content, % Fine Aggregate Z II— Air Temperature, °F 65 Coarse Aggregate Z 0 W W Concrete Temperature, °F 68 Flyash 2 D Date Received In Lab June 4, 2002 Admixture MRWRA 0 0 N Field Data Submitted By PSI /C. McBride HRWRA O II— Mix Data Submitted By 54 = W NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED; MAKING SPECIMENS: C71.9G (EXC. SEC. 9.2.2): SLUMP: C143•97 (EXC. SEC. 6); TEMPERATURE: C Ia6666(97): SAMPLING: C172.97 1 COMPRESSION TEST RESULTS OBSERVATIONS U. O . ® Cylinders made by PSI representative. Z Cylinder Cylinder Compressive W N i Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI U _ i No. (in.) (in 2) Tested (days) (lbs.) (p.s.i.) Fracture Type representative. 1- ® Test results comply with applicable IA 4.00 12,57 6/10/02 6 51500 4100 Shear O Z specifications. 1B 4.00 12.57 6/11/02 7 61000 4850 Shear ❑ Test results do not comply with applicable specifications. IC 4.00 12,57 7/2/02 28 ® Reinforcing steel was found to comply with plans and project specifications. ID 4.00 12.57 7/2/02 28 0 Reinforcing steel does not comply with plans and project specifications. . ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: El YES 0 NO ASTM Test Method: ® C31 0 C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C1231 ❑ Other: REMARKS: , - : ;.�; A PSI representative inspected rested and witnessed the concrete pumped Respectfully submitted, `' $ placement and mechanically vibrated for consolidation. Rested was per Professional Service Industries, Inc. ' ; /' to .,. ` P Y P , ; f ��r;;" "� { plan and code. 01: fi(d-if.ede- iy�� n "35' �•r1 Sam Yaghmaie, P.E. 1' ; �� ,' , ' Department Manager, Seattle Construction Services 'x •, y es r�` i . oaf cc: THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. E.3 REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. 1! is ! . . , o Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282-0710 .... , . ,,:. ,.::t; .N.. •,,.N..a,vf•i:u,+x,. ,,.. rr tia,4.iu�:'x.c;.i,.::•;uts' „:„ , „ .. ,.... ....,.....,., ....rw,. w,+arswrwMd'W.WYM}!tMIR`.SdfW * �, • fa' Zail Information , .ToBuild On I!I II ', Engineering • Consultingg • Testing r REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST!' , ; CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 , King Co. Dept. of Construction and Redevelopment Facilities Management Z 4 500 4th Avenue Rm. 320 i Seattle, WA 98104 -2337 I Z • i W • PERMIT NO.: D02 -019, D02 -020 6 D I DATE: June 4, 2002 JOB NO.: 712- 10303 -21 ��_ U O TECHNICIAN: C. McBride REPORT NO.: CR10535 , U) 0 1 1 FIELD DATA J H LOCATION OF PLACEMENT: Sampled at grid 7 and A. CO u. 1 Samples were taken at cubic yards of 202.00 cubic yards placed total. w 0 Dale Placed June 4, 2002 . Supplier 54 2 Time Mix Number and Proportions 340161 g .( Delivery Ticket No. 305712 Truck No. 229 Cement Type I . = d ' Slump, In. 5.00 water 10 gal added on site t — _ Air Content, "/o Fine Aggregate ? ~ ZO . Air Temperature, °F 65 Coarse Aggregate w uj Concrete Temperature, °F 68 Flyash ? D ' Date Received In Lab June 4, 2002 Admixture MRWRA 0 N , Field Data Submitted By PSI /C. McBride HRWRA 0 H Mix Data Submitted By 54 11.1 U I..- I Non: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE. INDICATED: MAKING SPECIMENS: 01.96 (EXC. SEC. 9.2.2); SLUMP: C143.97 (EXC. SEC. 6); TEMPERATURE: C106446(93); SAMPLING: CI72.97 tl.. 0 .. COMPRESSION TEST RESULTS OBSERVATIONS Cylinder Cylinder Compressive ® Cylinders made by PSI representative MI Z. Sample Diameter Area Date Age Load Strength ® Cyl inders picked up by PSI = I No. (in.) (in') Tested (days) (lbs.) (p.s.i.) Fracture Type representative. 0 1--', f IA 4.00 12.57 6/10/02 6 51500 4100 Shear ® Test results comply with applicable Z I specifications. . 1B 4.00 12.57 6/11/02 7 61000 4850 Shear ❑ Test results do not comply with applicable specifications. , IC 4.00 12.57 7/2/02 28 ® Reinforcing steel was found to comply 1 , ID 4.00 12.57 7/2/02 2S with plans and project specifications. Reinforcing steel does not comply with plans and project specifications. • ❑ Reinforcing steel not inspected by PSI representative. • 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: 0 YES 0 NO • ASTM Test Method: ® C31 p C39 ® C143 ® C172 ❑ C231 ® C1064 0 C1231 ❑ Other: REMARKS: k; ¢ n: J A PSI representative inspected rested and witnessed the concrete pumped Respectfully submitted, ,� ,,,;,�i;�s to placement and mechanically vibrated for consolidation. Resteel was per Professional Service Industries, Inc. "' r �t<k? plan and code. t " 1 7 7*, :;., ' ,4 , 11 1 .,, 771 ` ' , • Sam Yaghmaie, P.E. '° Department Manager, Seattle Construction Services ° _ ' .. 4M cc: THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. `n � REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC, .sI ' . 2xM1 , Ea i f Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282-0710 W ,. .. .. .. : s .. .,,,.....lui.r✓ ..,. . i.: vis .: +::;i.'cw.i.Lv.:.,r:;wi:l+u Yan +nnwn.*x..ww... «,+.._,._._.... _. .. .. ». .. N. ..,.w...,.,..«„....,....c.» ». _._.,..... �... . - . ..... nc..r.+.nat<w»wu » r • i Inform,..i M,' on • /t_em. Build On Engineering • Consulting • Testing _� REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 ' . King Co. Dept. of Construction and Redevelopment Facilities Management 500 4th Avenue Rm. 320 Seattle, WA 98104 -2337 Z Z PERMIT NO.: D02 -019, D02 -020 W I DATE: June 4, 2002 JOB NO.: 712 10303 - 21 Q 2 TECHNICIAN: C. McBride REPORT NO.: CR10535 j 0 0O FIELD DATA , N W LOCATION OF PLACEMENT: Sampled at grid 7 and A. W = Samples were taken at cubic yards of 202.00 cubic yards placed total. —J I— i W u_ I Date Placed June 4, 2002 Supplier 54 lL O . • Time Mix Number and Proportions 340161 2 }} Delivery Ticket No. 305712 Truck No. 229 Cement Type I ' - ti... = Slump, In. 5.00 Water 10 gal added on site N (3 Air Content, '% Fine Aggregate I _ Air Temperature, °F 65 Coarse Aggregate Z F-- Concrete Temperature, °F 68 Flyash W O Ili Date Received In Lab June 4, 2002 Admixture MRWRA 2 n • D 0. Field Data Submitted By PSI /C. McBride HRWRA 0 t/) Mix Data Submitted By 54 0 F_ NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C) I -% (EXC. SEC. 9 2.2), SLUMP: C142A7 (EXC. SEC. 6): TEMPERATURE: CII6444fi(93): SAMPLING: C172.97 IiL.I W COMPRESSION TEST RESULTS OBSERVATIONS t-- U ® Cylinders made by PSI representative. li- I— Cylinder Cylinder Compressive Sample Diameter Area Date Age Load Strength Cylinders picked u p by PSI I C J Z No. (in.) (in.') Tested (days) (lbs.) (p.s.i.) Fracture Type representative. V N IA 4.00 12.57 6/10/02 6 51500 4100 Shear El Test results comply with applicable O H i specifications. • 1B 4.00 12.57 6/11/02 7 61000 4850 Shear ❑ Test results d o not comply with . - applicable specifications. ' IC 4.00 12.57 7/2/02 28 83500 6640 Cone ® Reinforcing steel was found to comply • with plans and project specifications. ID 4.00 12.57 7/2/02 28 84000 6680 Cone and Shear ❑Reinforcing steel does not comply with k • plans and project specifications. _ • ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ® YES ❑ NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® 072 ❑ C231 ® C1064 ❑ C1231 ❑ Other: REMARKS: A PSI representative inspected rested and witnessed the concrete pumped Respectfully submitted, to placement and mechanically vibrated for consolidation. Resteel was per Profe. ' al Service Industries, Inc. ( TM • plan and code. k - . , gin 4 y! u., Sam Yaghmaie, P.E. Department Manager, Seattle Construction Services I I "'' cc: .rlt 9 THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. s h• + REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ;, S:?''$, It; Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119.1706 • Phone 206/282.0666 • Fax 206/282 -0710 4 / 7e , ll ' + — v4:: ,.......,..y.n. e.� rwnnertrtlwuE.rka. u,�u , N X / Information Ill"..To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 { King Co. Dept. of Construction and Redevelopment Facilities Management 500 4th Avenue Rm. 320 Seattle, WA 98104 -2337 Z • _ 1 PERMIT NO.: ,t D02 -019, ,D02 -020 ; ;,,., i— W . DATE: June 4, 2002 JOB NO.: 712 - 10303 -21 cea ce 2 TECHNICIAN: C. McBride REPORT NO.: CR10534 W = ....1 U 00 FIELD DATA , co 0 LOCATION OF PLACEMENT: Concrete poured approximately on grids 7.5 & B . CO W ,. Samples were taken at cubic yards of 134.00 cubic yards placed total. . J H Date Placed June 4, 2002 Supplier 54 N 0 U1 Time Mix Number and Proportions 340161 2 Delivery Ticket No. 305647 Truck No. 207 Cement 1554 lbs Type I g M ' Slump, In. 5.50 Wa ter 0 Air Content, %, Fine Aggregate 1413 lbs I = - LU Air Temperature, °F 60 Coarse Aggregate 2000 lbs Z 1. — Concrete Temperature, °F 69 Flyash Included in Cement Amount . W O Date Received In Lab June 4, 2002 Admixture • 44 oz MRWRA ? Q Field Data Submitted By PSI /C. McBride 17 oz 1 -1RWRA 0 N ' O Mix Data Submitted By 54 C1 F_' NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: 01.16 (EXC. SEC.' 1.2.2); SLUMP: CI43.97 (EXC. SEC. 6); TEMPERATURE: CI06-1116(93); SAMPLING: C172.77 W W COMPRESSION TEST RESULTS OBSERVATIONS I— U Cylinder cylinder Compressive ® Cylinders made by PSI representative. IL I Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI . iii Z No. (in.) (in') Tested (days) (lbs.) (p.s.i.) Fracture Type representative. (A 1 4.00 12.57 6/11/02 7 64000 5090 Shear Test results comply with applicable I— �: specifi cations. Z IB 4.00 1 7/2/02 28 85000 6760 Shear ❑ Test results do not comply with applicable specifications. IC 4.00 12.57 7/2/02 28 87500 6960 Shear ® Reinforcing steel was found to comply . with plans and project specifications. . ID 4.00 12.57 ❑Reinforcing steel does not comply with ■ .. . plans and project specifications. . ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: YES ❑ NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C1231 ❑ Other: REMARKS: . A PSI representative inspected resteel and witnessed the concrete pumped Respectfully submitted, , _ to placement and mechanically vibrated for consolidation. Concrete and Prof • nal Service Industries, Inc. ` .'�`�` Resteel were in accordance with approved plans and specifications. y.,. ..1 • f , :I; 1: • Sam Yaghmaie, P.E. > * Department Manager, Seattle Construction Services ' "' � , ::: .!.‘, li k y , ,. cc: : ,.,t,'. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. ! ':• ...1v ,ti REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. . ) ■ Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282-0710 . ;4 ' 1 R L mow: .... .... .... .....�..,.,+............ -..... ._ ....._.._ .w_._. ...,...n....,on,.cn: »n: �aae'r,. ,� 11 Inform...ton • /v VE .To Build On Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST I CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 1 King Co. Dept. of Construction and Redevelopment 1 Facilities Management . 500 4th Avenue Rm. 320 Seattle, WA 98104 -2337 Z PERMIT NO.: D02 -019, D02 -020 ~ W ft DATE: June 4, 2002 JOB NO.: 712 - 10303 - 21 QQ TECHNICIAN: C. McBride REPORT NO.: CR10534 W C.) UO FIELD DATA O' LOCATION OF PLACEMENT: Concrete poured approximately on grids 7.5 & B .. W = Samples were taken at cubic yards of 134.00 cubic yards placed total. l Date Placed June 4, 2002 Supplier 54 W 0 Time Mix Number and Proportions 340161 2 Delivery Ticket No. 305647 Truck No. 207 Cement 1554 lbs Type I i YP ti.. Slump, In. 5.50 Water U) a . ( Air Content, Fine Aggregate 1413 Ibs W H Air Temperature, °F 60 Coarse Aggregate 2000 lbs Z '— Concrete Temperature, °F 69 Flyash Included in Cement Amount W l ai Date Received In Lab June 4, 2002 Admixture • 44 oz MRWRA 2 m • n p Field Data Submitted By PSI /C. McBride 17 oz HRWRA 0 en Mix Data Submitted By 54 CI H NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.2); SLUMP: C143•97 (EXC. SEC. 6); TEMPERATURE: C1116-1-86(93): SAMPLING. C172.97 = W . COMPRESSION TEST RESULTS OBSERVATIONS I— F V , . I ® Cylinders made by PSI representative. u Q • Cylinder Cylinder Compressive ® Cylinders picked up by PSI Z Sample Diameter Area Date Age Load Strength W j No. (in.) (in ?) Tested (days) (lbs.) (p.s.i.) Fracture Type representative. U_ N ■ ® Test results comply with applicable 1— I IA 4.00 12.57 6/11/02 7 64000 5090 Shear O specifications. Z ? 1B 4.00 12.57 7/2/02 28 85000 6760 Shear ❑ Test results do not comply with applicable specifications. IC 4.00 12.57 7/2/02 28 87500 6960 Shear ® Reinforcing steel was found to comply 1 D 4.00 12.57 with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. • . • ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: M YES ❑ NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C 172 p C231 ® C1064 p C1231 ❑ Other: REMARKS: A PSI representative inspected resteel and witnessed the concrete pumped Respectfully submitted, to placement and mechanically vibrated for consolidation. Concrete and Prof • nal Service Industries, Inc. ; , • Resteel were in accordance with approved plans and specifications. r; ..0- ae • Sam Yaghmaie, P.E.` Department Manager, Seattle Construction Services ; "' t ' ■ i 1 44 a in ', t,r,n, • THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. ° : REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. 1 ' 4 e r c0 . . Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 ' ro', • • , Yi'M .'+w >*.y. • r... ..•.. .._ . ,,,, .v.,... ewh.• ew......... u. ..wwon.:•rviv!•y.'anrn0.•:Na2tollA CKKi9`.thr3;OCKAVMfi" • . • t InfoYmat ion (. 11 C) 11 To Build On ` Engineering • Consulting • Testing REPORT OF FIELll INSPECTION AND CONCRETE COMPRESSION TEST ' CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 King Co. Dept. of Construction and Redevelopment Facilities Management Z 500 4th Avenue Rm. 320 ►= Seattle, WA 98104 -2337 ' :1-- W re PERMIT NO.: D02 -019, D02 -020 J U DATE: June 4, 2002 JOB NO.: 712 - 10303 -21 U 0 TECHNICIAN: C. McBride REPORT NO,: CR10534 U) W FIELD DATA Ill FZ LOCATION OP PLACEMENT: Concrete poured approximately on grids 7.5 & B Cl) u.. Samples were taken at cubic yards of 134.00 cubic yards placed total. uj 0 ° Date Placed June 4, 2002 Supplier 54 • g J • Time Mix Number and Proportions 340161 IL Delivery Ticket No. 305647 Truck No. 207 Cement 1554 lbs Type I = ~ a . _ . Slump, In. 5.50 water "/. Z H ' Air Content, Fine Aggregate 1413 lbs F. p Air Temperature, °F 60 Coarse Aggregate 2000 lbs LLI W Concrete Temperature, °F 69 Flyash Included in Cement Amount 2 D U 0, Date Received In Lab June 4, 2002 Admixture 44 oz MRWRA ,0 8 H . Field Data Submitted By PS1 /C. McBride 17 oz HRWRA W W Mix Data Submitted By 54 H , NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C7I.%(EXC. SEC. 9.2.2); SLUMP: C143.97 (EXC. SEC. 6); TEMPERATURE: CII 1.X((92): SAMPLING: 0172..17 LL I— • COMPRESSION TEST RESULTS OBSERVATIONS . Ili Z Cylinder cylinder Compressive El Cylinders made by PSI representative. V CO Sample Diameter Area Dale Age Load Strength ® Cylinders picked up by PSI F^ I No. (in.) (in.') Tested (days) (lbs.) (p.s,i.) Fracture Typ representative. 0 1_, • 1A 4.00 12.57 6/11/02 7 64000 5090 Shear ® Test results comply with applicable specifications. . 1B 4.00 12.57 7/2/02 28 ❑ Test results do not comply with - applicable specifications. IC 4.00 12.57 7/2/02 28 El Reinforcing steel was found to comply ‘ 1 D 4.00 12.57 with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: n YES ❑ NO ASTM Test Method: ® C31 p C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C1231 ❑ Other: REMARKS: _,,. Inspected rested and witnessed the concrete pumped to placement and Respectfully submitted, t ' 'i i Y mechanically vibrated for consolidation. Concrete and Rested were in Professional Service Industries, Inc. % 0'" accordance with approved plans and specifications . liiil ' ; AWN , Aieleee.---' : vl Sam Yaghmaie, P.E. • ° f ,Z' 'I' Department Manager, Seattle Construction Services . i 041 cc: �, 1 :i THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. , t . REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282.0710 .. ... ........ ... .. .. . . ... . .. . .. ........ -... .. .. . ;li; 1 .-.„, Information f) . is7�� t . To Build On . Engineering • Consulting • Testing . REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 King Co. Dept. of Construction and Redevelopment Facilities Management Z 500 4th Avenue Rm. 320 Q • Seattle, WA 98104 -2337 I- r ¢¢ 2 ai • PERMIT NO.: D02 -019, D02 -020 J U DATE: June 4, 2002 JOB NO.: 712 - 10303 -21 0 0 TECHNICIAN: C. McBride REPORT NO.: CR10534 N W FIELD DATA – H LOCATION OF PLACEMENT: Concrete poured approximately on grids 7.5 & 13 c!) LL Samples were taken at cubic yards of 134.00 cubic yards placed total. W 0 Date Placed June 4, 2002 Supplier 54 2 Time Mix Number and Proportions 340161 L < Delivery Ticket No. 305647 Truck No. 207 Cement 1554 lbs Type I = 0 Slump, In. 5.50 Water I— _ Air Content, % Fine Aggregate 1413 lbs F_ 0 Mr Temperature, °F 60 Coarse Aggregate • 2000 lbs Z U W 2 : Concrete Temperature, °F 69 Flyash Included in Cement Amount 0 0. Date Received In Lab June 4, 2002 Admixture 44 oz MRWRA 0 — 0 H Field Data Submitted By PSI /C. McBride 17 oz HRWRA U,I W = Mix Data Submitted By 54 I - U . NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C7 I-96 (EXC. SEC. 9.2.2); SLUMP: C(43.97 (EXC. SEC. 6): TEMPERATURE: C oMW ( SAMPLING: CS71.71 ty, IF, COMPRESSION TEST RESULTS OBSERVATIONS z Z, ® Cylinders made by PSI representative. W co Cylinder Cylinder Compressive U Sample Diameter Area Date Age Load Strength O Cylinders picked up by PSI I-,- Z No. (in.) (in ?) Tested (days) (lbs.) (p.s.i,) Fracture Type representative. Z I— • IA 4.00 12.57 6/11/02 7 64000 5090 Shear ® Test results comply with applicable specifications. • 1 B 4.00 12.57 7/2/02 28 ❑ Test results do not comply with applicable specifications. I C 4.00 12.57 7/2/02 28 ® Reinforcing steel was found to comply 1 ID 4.00 12.57 with plans and project specifications. ❑ Reinforcing steel does not comply with plans and project specifications. , ❑ Reinforcing steel not inspected by PSI representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ❑ YES ❑ NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C ❑ C1231 ❑ Other: REMARKS: ir s • Inspected resteel and witnessed the concrete pumped to placement and Respectfully submitted, ix., ' ; mechanically vibrated for consolidation. Concrete and Rested( were in Y Professional Service Industries, Inc. ' AI it � accordance with approved plans and specifications . ` /6,-eedeee■" v,„ . .r ; Sam Yaghmaie, P.E. '•` Department Manager, Seattle Construction Services 1' :. i cc: ` , r , THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. ;. .' 'v, •('.., REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ': ! 4 ; ,V24. II Fi , Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282.0666 • Fax 206/282.0710 a•° u ;; .weiv ' ii '1.SL1W.s:. %,,„ ' vd"sar nlw.J1, 0 .,,wm x..'i4 4,W,. J ': `�.a, , tlammn.. H . . , .. ._ .... ..........::,. .,,,,,, xn. :)K+ tl, r_+ .wv,M.rv ar.. H:i .iMr"R+ekvAsIlwmW I 1 • • IP InforMatiOn �'�D.ToBuild On Engineering • REPORT O F • Testing FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 ,. King Co. Dept. of Construction and Redevelopment Facilities Management ' 500 4th Avenue Rm. 320 Z Seattle, WA 98104 -2337 , 1 1- :H W PERMIT NO.: ;,•• D.02 =019; D02- 020. ;':.'; v, tY 2 DATE: June 4, 2002 JOB NO.: 712- 10303 -21 W = TECHNICIAN: C. McBride REPORT NO.: CR10533 U O N CI FIELD DATA CO W LOCATION OF PLACEMENT: 6 Sample cylinders taken and placed in Sellen cure box. -I H Samples were taken at cubic yards of 20.00 cubic yards placed total. CO IL l Date Placed June 4, 2002 Supplier 54 W O Time Mix Number and Proportions 340161 ¢ J LLa Delivery Ticket No. 3 05567 Truck No. 41 ] Cement 6090 lbs CO P Slump, In. 6.50 Water H W 1 Air Content, '%, Fine Aggregate 15405 lbs Z 1 Air Temperature, ° F Coarse Aggregate 23055 lbs I I— O Concrete Temperature, °F 64 Flyash Included in Cement 1 . 1 . 1 W R p Date Received In Lab June 4, 2002 Admixture 431 oz MRWRA • U 'O N Field Data Submitted By PSI /C. McBride 190 oz HRWRA 0 Mix Data Submitted By 54 W UJ NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MARINO SPECIMENS: C7t -96 (EXC. SEC. 9.2.2); SLUMP: C143.97 (EXC. SEC. 6); TEMPERATURE: C164- 86(9)): SAMPLING: CI72.97 0 I COMPRESSION TEST RESULTS OBSERVATIONS � 0 Cylinder Cylinder Compressive ® Cylinders made by PSI representative. . LIJ Z. Sample Diameter Area Date Age Load Strength ® Cylinders picked up by PSI U co No. (in.) (in.') Tested (days) (lbs.) (p.s.i.) Fracture Type representative. H Z IA 4.00 12.57 6/7/02 3 50000 3980 Shear ® Test results comply with applicable 0 1 '" specifications. Z 1B 4.00 12.57 6/11/02 7 63500 5050 Shear ❑ Test results do not comply with . applicable specifications. 0 IC 4.00 12.57 7/2/02 28 81500 6480 Cone and Split ® Reinforcing steel was found to comply . ID 4.00 12.57 7/2/02 28 80000 6360 . Cone with plans and project specifications. 1 ❑ Reinforcing steel does not comply with . • 1 E 4.00 12.57 plans and project specifications. ' ❑ Reinforcing steel not inspected by PSI IF 4.00 12.57 representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ® YES ❑ NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 ❑ C1231 ❑ Other: . ' REMARKS: i fiTil A PSI representative sampled concrete, tested for slump and made 6 Respectfully submitted, 0 cylinders. Cylinders were placed in a cure box provided by Sellen. Concrete Profe ' ''onal Service Industries, Inc. was placed by pump and consolidated by vibration. Reinforcing steel was in t�, i - accordance with approved plans and specifications. ;,W ; ' *„ C 1. �� '•VS' Sam Yaghmaie, P.E. t ,' '} Department Manager, Seattle Construction Services . f _�;:.'' ", ,. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. a • REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. .' ) .,. ..' l Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282-0710 , I .. , tM„ ww...., M .......... ..................... ... ,..,- .....ur.,r :v'.?nbVilll: hTNI.M V ••.•.iaVw✓%: wf'lXnvrx,K+ftl%Y1if.Mb .. t . - / , .4 `\ ' 7t rl r Information ; .,.. / .To Bui On Engineering • Consu/tln��• Testing REPORT (ff FIELD INSPECTION AND CONCRETE COMPRESSION TEST • CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 •l King Co. Dept. of Construction and Redevelopment Facilities Management Z 500 4th Avenue Rm. 320 , = Z f Seattle, WA 98104 -2337 ,i-- W PERMIT NO.. D02-019, D02 -020 • 6_ i DATE: June 4, 2002 JOB NO.: 712 - 10303 -21 i O TECHNICIAN: C. McBride REPORT NO.: CR10533 , N W i FIELD DATA J H 1 LOCATION OF PLACEMENT: 6 Sample cylinders taken and placed in Sellen cure box. N Li. I ) Samples were taken at cubic yards of 20.00 cubic yards placed total. Ili 0 Date Placed June 4, 2002 Supplier 54 J Time Mix Number and Proportions 340161 u- i CI Y Delivery - Ticket No. 305567 T No, 411 C 6090 lb s = Slump, In. 6.50 Water Z I 1 Air Content, % Fine Aggregnte 15405 lbs i Air Temperature, ° F Coarse Aggregate 23055 lbs W W Concrete Temperature, °F 64 Flyash Included in Cement 431 oz MRWRA U p Date Received In Lab June 4, 2002 Admixture Q N D H Field Data Submitted By PSI /C. McBride 190 oz HRWRA W W Mix Data Submitted By 54 I-- U NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTIIERWISE INDICATED: MAKING SPECIMENS: CJ I.SS (EXC. SEC. 9.2.2); SLUMP: C143-97 (EXC. SEC. G); TEMPERATURE: CIft64 I4G(93); SAMPLING; 0172 -97 LL - O COMPRESSION TEST RESULTS OBSERVATIONS Z Cylinder Cylinder Compressive ® Cylinders made by PSI representative. U N Z C picked up by PSI S Sample Diameter Area Date Age Load Strength . L.,.. No. (in.) (in') Tested (days) (lbs.) (p.s.i.) Fracture Type representative. 0 IA 4.00 12.57 6/7/02 3 50000 3980 Shear ® Test results comply with applicable specifications. IB 4.00 12.57 6/11/02 7 63500 5050 Shear ❑ Test results do not comply with • - applicable specifications. IC 4.00 12.57 7/2/02 28 ® Reinforcing steel was found to comply 1 . D 4.00 12.57 7/2/02 28 with plans and project specifications. ❑ Reinforcing steel does not comply with IE 4.00 12.57 plans and project specifications. ❑ Reinforcing steel not inspected by PSI 1F 4.00 12.57 representative. I 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: ❑ YES ❑ NO • ASTM Test Method: ® C31 p C39 ® C143 ® C172 p C231 ® C1064 ❑ C1231 ❑ Other: REMARKS: ; M A PSI representative sampled concrete, tested for slump and made 6 Respectfully submitted, ' a • cylinders. Cylinders were placed in a cure box provided by Sellen. Concrete Professional Service Industries, Inc. i x ".;, ,($ '' was placed by pump and consolidated by vibration. Reinforcing steel was in <- ,, . accordance with approved plans and specifications. �• 76„,..e40,-74(46-r----- M l ° ,`')�.. Sam Yaghmaie, PE. Department Manager, Seattle Construction Services - ,, g lir "step,°, 4 cc: ki •* THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. ii - REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. ht. `; Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282 -0666 • Fax 206/282 -0710 I.., ,',:.. t i • N il� 11 Informtt;ton 1 es To Build On . Engineering • Consulting • Testing REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 , King Co. Dept. of Construction and Redevelopment i Facilities Management j 500 4th Avenue Rm. 320 Z Seattle, WA 98104 -2337 -Z • PERMIT NO.: D02 -019, D02 -020 re 2 DATE: June 4, 2002 JOB NO.: 712 - 10303 - 21 6 D TECHNICIAN: C. McBride REPORT NO.: CR10533 U O O FIELD DATA (N W LOCATION OF PLACEMENT: 6 Sample cylinders taken and placed in Sellen cure box. W = Samples were taken at cubic yards of 20.00 cubic yards placed total. (J) � Date Placed June 4, 2002 Supplier 54 W O Time Mix Number and Proportions 340161 M J Delivery Ticket No. 305567 Truck No. 411 Cement 6090 lbs N t Slump, In. 6.50 Water = d I... W Mr Content, n% Fine Aggregate 15405 lbs F. Z Air Temperature, °F Coarse Aggregate 23055 lbs Z O , Concrete Temperature, °F 64 Flyash Included in Cement I W Date Received In Lab June 4, 2002 Admixture 431 oz MRWRA U 0, Field Data Submitted By PSI /C. McBride 190 oz HRWRA • ' En-- Mix Data Submitted By 54 W u j NOTE: APPLICABLE ASTM STANDARDS. UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31-76 (EXC. SEC.9.2.2); SLUMP: CIJJA7 (EXC. SEC.0:TEMPERATURE: C1064.86(93): SAMPLING: CI72.97 U ' COMPRESSION TEST RESULTS OBSERVATIONS I— ti- ~O Cylinder Cylinder Compressive ® Cylinders made by PSI representative. Sample Diameter Area Date Age Load Strength Z Cylinders picked up by PSI W N No. (in.) (in.') Tested (days) (lbs.) (p.s.i.) Fracture Type representative. U = IA 4.00 12.57 6/7/02 3 50000 3980 Shear ® Test results comply with applicable p F. specifications. Z 1B 4.00 12.57 6/11/02 7 63500 5050 Shear ❑ Test results do not comply with , . applicable specifications. 1C 4.00 12.57 7/2/02 28 81500 6480 Cone and Split ® Reinforcing steel was found to comply . with plans and project specifications. 1 ID D 4.00 12.57 7/2/02 28 80000 6360 . Cone ) ❑ Reinforcing steel does not comply with . 1E 4.00 12.57 plans and project specifications. I ❑ Reinforcing steel not inspected by PSI IF 4.00 12.57 representative. 0 gallons of water added on site, Design Strength Specification: 28 4000 WORK CONFORMS: ®Y ES ❑ NO i ASTM Test Method: ® C31 ❑ C39 ® C143 ® C172 ❑ C231 ® C1064 p C1231 ❑ Other: , REMARKS: A PSI representative sampled concrete, tested for slump and made 6 Respectfully submitted, .4. • , '; ` -- cylinders. Cylinders were placed in a cure box provided by Sellen. Concrete Profe 'ono' Service Industries, Inc. '' i :r was placed by pump and consolidated by vibration. Reinforcing steel was in ,h ,�r accordance with approved plans and specifications, t ; Sam Yaghmaie, P.E. , 5 Department Manager, Seattle Construction Services 1 cc: I i�'��^-o,=t'' G ", THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. L'A:1 ' • " REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. • .''k'r '''.01 r. ' Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282-0666 • Fax 206/282 -0710 ; , 4 , R „ f ,. ,. . ..... ..., ..,,4, v.....f: c {. iti.:,.fiY �.c MrM+'i+.t:afilS.' VLF.L::A'w'. ..:AiJ \ ii[(ui..ww..w.w..- .. ♦ e . ' M'.' NKYi�il�hiMUlfM .k'AM'TI,M"t.'h/.w.'M.N. wan•.. w., v' Nw. eh •.,1wPN.4'Y>.2YJJ'Y<T11'iWr..ff k'ih<iYp . 1 - ' J )t ), ;, X i Information - ... ,, . , Nei .To Build On f , • Engineering • Consultin_�gg_�• Testing REPORT Cif FIELD INSPECTION AND CONCRETE COMPRESSION TEST . CLIENT: Maureen Thomas PROJECT: K.C. Airport Lot 14 King Co. Dept. of Construction and Redevelopment A Facilities Management ZZ 500 4th Avenue Rm. 320 , _ Seattle, WA 98104 -2337 : W PERMIT NO.: D02 -019, D02 -020 6 U DATE: June 4, 2002 JOB NO,: 712- 10303 -21 U O . TECHNICIAN: C. McBride REPORT NO.: CR10533 , co W FIELD DATA J I LOCATION OF PLACEMENT: 6 Sample cylinders taken and placed in Sellen cure box. Q lL Samples were taken at cubic yards of 20.00 cubic yards placed total. iD O Date Placed June 4, 2002 Supplier S4 Time Mix Number and Proportions 340161 IL. Delivery Ticket No. 305567 Truck No. 411 Cement 6090 lbs 2 CI Slump, In. 6.50 Water F— _ Z N Air Content, % Fine Aggregate 15405 lbs Air Temperature, °F Coarse Aggregate 230551bs W W ' Concrete Temperature, °F 64 Flyash Included in Cement n =O U Date Received In Lab June 4, 2002 Admixture 431 oz MRWRA N p Field Data Submitted By PSI /C. McBride 190 oz HRWRA MI W Mix Data Submitted By 54 H U NOTE APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31•96 (EXC. SEC. 9.2.2); SLUMP: C143-97 (EXC. SEC. 6); TEMPERATURE: C166-1- 66(93): SAMPLING: C172.97 IL O COMPRESSION TEST RESULTS OBSERVATIONS Z Cylinder Cylinder Compressive ® Cylinders made by PSI representative. U co Sample Diameter Area Date Age Load Strength Cylinders picked up by PSI 1.,., H No. (in.) (in.') Tested (days) (lbs,) (p.s.i.) Fracture Type representative. Z I IA 4.00 12.57 6/7/02 3 50000 3980 Shear ® Test results comply with applicable • specifications. . I B 4.00 12.57 6/11/02 7 63500 5050 Shear ❑ Test results do not comply with applicable specifications. 1C 4.00 12.57 7/2/02 28 ® Reinforcing steel was found to comply t ' ID 4.00 12.57 7/2/02 28 with plans and project specifications. Reinforcing steel does not comply with IE 4.00 12.57 plans and project specifications. _ 0 Reinforcing steel not inspected by PSI I F 4.00 12.57 representative. 0 gallons of water added on site. Design Strength Specification: 28 4000 WORK CONFORMS: l l YES Eil NO ASTM Test Method: ® C31 ❑ C39 ® C143 ® CI72 ❑ C231 ® C1064 0 C1231 ❑ Other: ; � �ry�iy A PSI representative sampled concrete, tested for slump and made 6 Respectfully submitted, u. •MR y cylinders. Cylinders were placed in a cure box provided by Sellen. Concrete Professional Service Industries, Inc. i ,� ; k' ' was placed by pump and consolidated by vibration. Reinforcing steel was in fit ,, accordance with approved plans and specifications ' !! . . st;r :)^ . i ` :, 'aa 76.044104ree`r■'-'" i REMARKS: ;x4' Sam Yaghmaie, P.E. krJ't�, � ti ::his �� , . Department Manager, Seattle Construction Services , 4 and cc: �L ., ' 3 I THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. ^h 1 " REPORTS MAY NOT SE REPRODUCED, EXCEPT IN FULL WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. . . : F Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119 -1706 • Phone 206/282-0666 • Fax 206/282 -0710 .r 2,m t' 1 • a 's, r1 10: 1. 1 ! 1 I:MI Consulting Engineers � U; O 1 a 2001 , - _ ILL emu_ • 11 2001 ' I �L{, October 1. �;:,�..�... ;:L _- ■ ' Z _.I APR Q 17 t re Uj 2 { Ms, Roxanne Vierra ` - �� _? 6 D Disability Compliance Specialist a 0 0 King County Office of Civil Rights Enforcement OCT 1 5 2001 • w = 400 Yesler Way, Room 260 .� 1- Seattle, WA 98104 - 2628 „ CIVIL CO �- RECEIVED O CITYOFTUKWILA KC CIVli. HIC. H i S W ENFORCEMENT 2 Subject: King County International Airport MAR 2 5 2002 Hangar Accessibility Lot 14 Redevelopment PERMIT CENTER . I • C� = - W FR E COPY Dear Roxanne: I- ZO W W Thank you for taking the time to meet with Bill Fetterley, Rich George, and me yesterday 2 D • morning to discuss accessibility options for the four new general aviation hangars on the west v o side of King County Airport. O -. o I – . Two of the hangars (Hangars 1 and 2) are T- hangars with a total of 15 spaces, with one public H v . restroom in Hangar 2. Additionally, Hangar 1 has a single private office with a restroom. The u 0 • other two hangars (Hangars 3 and 4) are so- called "executive hangars" with a total of 11 - Z s paces, each of which has its own small office and private restroom. o w. 0 F. Here is a list of the provisions that we have agreed upon to meet state and federal barrier -free accessibility codes. This list consists of our original proposal supplemented by your suggestions. •• Hangar 1: Two of seven hangar spaces will be accessible h V g p through doors at each end of . the building. The office and its restroom will also be accessible. • Hangar 2: Two of eight hangar spaces will be accessible —one through a door in the south end and the other through a door at the northwest corner of the building. The public restroom on the south end will be accessible. i • V Hangars 3 and 4: All 11 executive hangar spaces will be accessible through doors on the west sides of the buildings. A sidewalk will lead along the west side of both _.« hangars, providing barrier -free access to all doors from the parking area. _ . • x ,s _ �L • ADA Parking: One van - accessible parking stall will be provided west of Hangar 3. Ltil CORRECTION ,, -''• 1201 Third Avenue, Suite 900 Seattle, WA 98101 (206) 622.5822 Fax (206) 6622.8130 u" r 'a Seattle Portland San Francisco Los Angeles Irvine San Diego Phoenix McLean ....,,,, � '''r1i �: "�+ ..17q43$ , DZ 41Z , , , , 002 4..0 d le ' - ; kfrV . t, , ........ .., .:r .:l, is^ ✓1::...:rr...v., »,.„'i:1:r.:.,.�, .ai............,.... .......,..... ...............«.........,..... _ .................. _ .w.. nc. .. .WAW IU 'sW SKI' PikLg7t° 4" tH4attw •;MU. F1re. :lt4ffkM:R�51y.i !N(+ , • Ml `Ms. Roxanne Vierra • ' October 11 2001 �t Page 2 : • r Pedestrian Walkway and Signage: A pedestrian walkway will be painted across the 75- foot taxi lane between the east end of Hangar 1 and the south end of Hangar 2, 1 1. providing a pathway to the public restroom. Signage will alert vehicles to watch for z pedestrians in the walkway. 1-: ~ w lm I Please check that this list accurately reflects your understanding of our agreement and indicate 6 m your concurrence by signing both copies of this letter and returning one copy to us. ' o co 0 U) w :. As always, Roxanne, it's a pleasure working with you. Thanks for your help. w = ...1 Sincerely, co u_ w 0 4 . rank S. Petrie, PE = d, Project Manager _ . z FSP:fsp:cjs ? z i-. w Enclosure . j o N' 0 t cc: Cynthia Stewart, KCIA = Peter Bro, Museum of Flight - v Bart- Heath, Seneca Group w o Bill Fetterley, The Austin Company iii z Rich George, The Austin Company N Lloyd Wind, KPFF O �; z 101183.15 P ,..,.. : ___ / + V 4-,r- Concur: -, '�' 2Gv -� Date: /O- IS -6 ► King County y Office of Civil Rights Enforcement • ti f, ' '. 1 , t ^`'j yA ;F r1 t i1 1 ' 1 . 1 , -- [II T -- . --- r --- Consulting Engineers iI Up OCT 1 5 2001 W a s I October 11, 2001 Z. 'Ir.: Oft: r) Ms. Roxanne Vierra U o I Disability Compliance Specialist co LtJ King County Office of Civil Rights Enforcement OCT 1 5 2001 400 Yesler Way, Room 260 (.0 U- 1 W p S Seattle, WA 98104 -2628 KC CIVIL ; -i ; ENFORCEMENT g I Subject:, King County International Airport u. Q l Hangar Accessibility co a Lot 14 Redevelopment W Z I 1.- , Dear Roxanne: z O. I Thank you for taking the time to meet with Bill Fetterley, Rich George, and me yesterday 2 LU D morning to discuss accessibility options for the four new general aviation hangars on the west v � : side of King County Airport. o i-- w w ' Two of the hangars (Hangars 1 and 2) are T- hangars with a total of 15 s with one public I- v restroom in Hangar 2. Additionally, Hangar 1 has a single private office with a restroom. The p other two hangars (Hangars 3 and 4) are so- called "executive hangars" with a total of 11 iii Z : spaces, each of which has its own small office and private restroom. : - i . Here is a list of the provisions that we have agreed upon to meet state and federal barrier -free z 1- - accessibility codes. This list consists of our original proposal supplemented by your . : suggestions. I •, Hangar 1: Two of seven hangar spaces will be accessible through doors at each end of ' the building. The office and its restroom will also be accessible. i • Hangar 2: Two of eight hangar spaces will be accessible —one through a door in the south end and the other through a door at the northwest corner of the building. The public restroom on the south end will be accessible. • Hangars 3 and 4: All 11 executive hangar spaces will be accessible through doors on __ the west sides of the buildings. A sidewalk will lead along the west side of both t . _ f y . i hangars, providing barrier -free access to all doors from the parking area. . :< , ,1 i ; ; Y, �,-.,5u. N ' Y I • ADA Parking: One van - accessible parking stall will be provided west of Hangar 3. ' , i x 3i ,i t,,, L t Y RS `,. 41 1201 Third Avenue, Suite 900 Seattle, WA 98101 (206) 622.5822 Fax (206) 622.8130 ii Seattle Portland San Francisco Los Angeles Irvine San Diego Phoenix McLean t„ . 03 7 . :4' i 2— 20 1 • • . . ~�` Ms. Roxanne Vierra .• October 11, 2001 :, Page 2 ; , • Pedestrian Walkway and Signage: A pedestrian walkway will be painted across the 75- foot taxi lane between the east end of Hangar 1 and the south end of Hangar 2, z providing a pathway to the public restroom. Signage will alert vehicles to watch for i, pedestrians in the walkway. w . � .2 : Please check that this list accurately reflects your understanding of our agreement and indicate . a 1 your concurrence by signing both copies of this letter and returning one copy to us. coo a co co W r' LIJ As always, Roxanne, it's a pleasure working with you. Thanks for your help. i- co u. w Sincerely, 2 ; i g J 4Jz; q '• N D rank S. Petrie, PE I- 111 _ ' Project Manager • ? 1...: FSP:fsp:cjs z i— n o; Enclosure , y ; cc: Cynthia Stewart, KCIA = v Peter Bro, Museum of Flight • LL rz. Bart Heath, Seneca Group z • ## Bill Fetterley, The Austin Company v N Rich George, The Austin Company M { Lloyd Wind, KPFF z . . • 101183.15 -...... ........, /.... Concur: ••�4 ccLLL�S� �� . �► t�-. Date: JO— ) S - o r King Counfy Office of Civil Rights Enforcement 1 , ' l ~ 4 ' , ..i ar s :., { ,,. . ,;: n- i i i' �. j � A .:1 ; ei 44"474.7`r i ;4ri; "` f � w *T :a — ' t , • , ,' '' =i EMI Consulting Engineers RE1 ram , April 1, 2002 APR -- 2 2002 s coS�At1.� u tr DEVELOPMEN z Mr: Ken Nelsen w Plans Examiner 6 m City of Tukwila -1 v ' . U O 6300 Southcenter Blvd., Suite 100 N o; 1 Tukwila, WA 98188 w = ; ` J F- N u. Subject: King County International Airport - Lot 14 Redevelopment w o ; Permit Application No. D02 -020 (Relocate Hangar 2) 2 Hangar Accessibility g u.. a Dear Ken: = a This letter is in response to Item No 2 of your Building Division Review memo, dated February z F- ; F- O 13, 2002, regarding accessibility of each bay of the relocated Hangar 2. z F- ' 2a In October of last year, we met with Ms. Roxanne Vierra, Disability Compliance Specialist, King o. County Office of Civil Rights Enforcement, to discuss accessibility requirements for the subject so N? project. As a result of that meeting, we agreed on certain provisions to meet state and federal ° — barrier -free accessibility codes. The attached letter dated October 11, 2001, and countersigned by Ms. Vierra, records the agreed -upon provisions. z . The Lot 14 redevelopment project has been designed to comply with these provisions. v =: I O F- trust this response will meet your approval. Please contact me if you have further questions. z Sincerely, 6Petiej • Associate FSP:er Enclosures cc: Michael Colmant, KCIA , ,:'... - A --- , - . -- ' ';`' Julie Lawton Seneca Group , .f�t , `„�£ r Bill Fetterley, AIA, The Austin Co. . Rich George, PE, The `' ` '` g Austin Co. :r y,Y.irV 101183.40 }` += Y r .,' ; °k _' 1201 Third Avenue, Suite 900 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 Seattle Portland San Francisco Los Angeles Irvine San Diego Phoenix McLean y p 0 2- - 0 2 0 +', t';`,' }` `f . . AG 61 /3,6 t D 02 - 020 INTERLOCAL AGREEMENT BETWEEN KING COUNTY AND THE CITY OF TUKWILA RELATING TO PROCESSING OF BUILDING AND LAND USE PERMIT APPLICATIONS AND SEPA REVIEW THIS AGREEMENT is made and entered into this day by and between the City of Tukwila, a municipal corporation in the State of Washington (hereinafter referred to as the "City") and King Y) z • w County, a home rule charter County in the State of Washington (hereinafter referred to as the "County") in order to facilitate orderly review of development and other activities identified in • o that certain Property Transfer Agreement dated November, 2001 (such development and co ° activities are hereinafter collectively referred to as the "Project "). w u, J � u_ WHEREAS, permitting and SEPA jurisdiction over the Project is currently shared by the City 0 and the County; and k u. Q WHEREAS, the County and City have determined that orderly review of Project applications is c d best facilitated by having the City conduct review and render decisions on both County and City _ Project applications; and z o WHEREAS, this Agreement authorizes the City to issue Project permits on behalf of King g County, with the understanding that King County shall retain responsibility for confirming v ° co compliance with requirements of King County Code; and o h- W • w WHEREAS, this Agreement is authorized by Interlocal Cooperation Act, RCW 39.34; • o NOW, THEREFORE, in consideration of the terms and provisions, it is agreed by and between ii the City and County as follows: • I 1. City to Process and Decide Permits on Behalf of King County. 1.1 Except as provided in paragraph 1.3, all County authority to review and render k decisions on Project land use and building permit applications is hereby transferred to the City of Tukwila. Such authority includes, but is not limited to, application intake and review, application engineering review, permit decision making, permit inspections, issuance of final approvals, approvals for occupancy, and all other Project permit processing on behalf of the County. 1.2 Administrative or quasi-judicial appeals of City decisions rendered for Project land use or building permit applications, if any shall be heard and decided by the City. , r 1.3 In reviewing Project applications pursuant to this Agreement, King County, and 75 not the City, shall be responsible for confirming that the applications meet County Code standards. Rka „ tITERLOCAL AGREEMENT BETWEEN 0 ' ' 7 KING COUNTY AND THE CITY OF TUKWILA - Page 1 of 5 .. ..r -.: ., w «„'r.o n. .... .......... ..... ,.. -.•.. r ,,.,, r...,...„.,. ri....., Mw, w......,.., ro. ,- ,...,- .w.u..,..w- ,. ......... ...::r,; :;,: nr .at:,?•i•iytCJUiaK1;Ui:J:k!, °f 2. SEPA Compliance. 2.1 In order to satisfy the procedural requirements of the State Environmental Policy Act (SEPA), the City shall serve as the SEPA lead agency for all City and County Project SEPA actions, including but not limited to Project building permit and land use applications and Project development and property transfer decisions. a � w • 2.2 Any substantive SEPA decisions relating to Project permit applications shall be 6 made by the City. -J U 0 2.3 Administrative or quasi-judicial appeals of City's SEPA threshold determinations w = and other SEPA matters relating to the Project, if any, shall be heard and decided by the City. N u_ Wo 3. Financial Guarantees. 3.1 Any financial guarantee that is intended to secure compliance with project n conditions required by the City pursuant to permits issued under this Agreement shall be posted � - with the City, which shall have authority and discretion over its release and/or enforcement. The ? I- City shall be solely responsible for making any demands or initiating any legal action to enforce z o financial guarantees posted for Project permits reviewed by the City under this Agreement. LIJ W o 4. County Legislative Authority. Nothing in this Agreement is intended to delegate King o n co County's legislative decision making authority to the City. Notwithstanding any provision to the w w contrary, any and all King County legislative decisions relating to the Project shall be made by the County. o Z o 5. Defense. Indemnific • tion and Hold Harmless, o z 5.1 The County shall indemnify and hold harmless the City and its officers, agents and employees, or any of them from any and all claims, actions, suits, liability, loss, costs, expenses, and damages of any nature whatsoever, by reason or arising out of any negligent action or omission of the County, its officers, agents, and employees, or any of them, in performing obligations pursuant to this Agreement. In the event that any suit based upon such a claim, action, loss, or damage is brought against the• the County shall defend the same at its ' sole cost and expense, provided that the City retains the right to participate in said suit if any principal or governmental or public law is involved, and if final judgment be rendered against the City and its officers, agents, and employees, or any of them, or jointly against the City and County and their respective officers, agents, and employees, or any of them, the County shall satisfy the same. • 5.2 The City shall indemnify and hold harmless the County and its officers, agents N41,,.??, 'am and employees or any of them from any and all claims, actions, suits, liability, loss, costs, expenses, and damages of any nature whatsoever, by reason or arising out of any negligent action or omission of the City, its officers, agents, and employees, or any of them, in performing , t obligations pursuant to this Agreement. In the event that any suit based upon such a claim, r?}z action, loss, or damage is brought against the county, the City shall defend the same at its sole . 4 4.4 LITERLOCAL AGREEMENT BETWEEN ;k;; ` , KING COUNTY AND THE CITY OF TUKWILA - Page 2 of 5 M t Ms* ',.� r .' 9X. rNSttaE2u' kt:' 1' sr. nc+•^u ". . •..••.•.. , v.... „saur.n,w,metxut,w^rrw {.^;, :a.rrs, ; raclx* d.✓ mm7a1.+., h, mt., ar+., ,.ra+,wes!v+ wygua:Y.S..�.+t+ns':.tt'. cost and expense, provided that the County retains the right to participate in said suit if any principal of governmental or public law is involved; and if final judgment be rendered against the County and its officers, agents, employees, or any of them, or jointly against the City and County and their respective officers, agents, and employees or any of them, the City shall satisfy the same. . 5.3 The City and the County acknowledge and agree that if such claims, actions, suits, w liability, loss, costs, expenses and damages are caused by or result from the concurrent Q: negligence of the City, its agents, employees, and/or officers and the County, its agents, z o employees, and/or officers, this section shall be valid and enforceable only to the extent of the co 0 negligence of each party, its agents, employees and/or officers. w = J CO u. 6. Duration, This Agreement shall become effective upon approval by the City and the w 0 t County and shall continue until September 1, 2006, unless otherwise terminated pursuant to x paragraph 7 or extended pursuant to paragraph 8. _ a Na 7. Termination. Either party may terminate this Agreement upon providing at least fourteen (14) days written notice to the other party. Upon expiration or termination of this Agreement, ? the City shall cease further processing and related review of Project applications being processed w o under this Agreement. The City shall thereupon transfer to the County those application files and records, posted financial guarantee instruments, and unexpended portions of filing fees for N pending County land use and building - related Project applications and permits. o w 'L i 8. Extension, The City and County may agree to extend the duration of this Agreement .LL 0 through September 1, 2010 or to a date prior thereto. In order for any such extensions to occur, — z the City shall make a written request to the County not less than (30) days prior to the otherwise w N '. applicable expiration date. Any agreement by the County to the s proposed extensions shall be o PP P Y 8r Y h' P P () made in writing. If the parties have not agreed to the extension in writing by the otherwise applicable expiration date, the Agreement shall expire. . 9. Personnel. Control of the City personnel assigned by the City to process applications under this Agreement shall remain with the City. Standards of performance, discipline and all other aspects of performance shall be governed by the City. 10. Administration. This agreement shall be administered by the County Airport Manager or his/her designee, and by the City Community Development Director, or his/her designee. 11. Amendments. This Agreement is the complete expression of the terms hereto and any oral representation or understanding not incorporated herein is excluded. Any modifications to this Agreement shall be in writing and signed by both parties 44 t 12. Legal Services, The City shall be responsible for obtaining its own legal services to the i = «E extent necessary or a ro riate for conductin permit and SEPA review ursuant to this s4 Agreement. t tg BiTERLOCAL AGREEMENT BETWEEN • , �, :. KING COUNTY AND THE CITY OF TUKWILA - Page 3 of 5 ;,. < ;.. • •ice x. .... .. ...w .,, ;ri:f iF ^- id1YG =xL:FtA7.6AN �: n:JA:t+ .;rve•!x'• .x, y-. ... .. - ..m+..++<«.0 aeor.u..ar.erx•rr.<... •: v:* sfw. x«< xrc:- n: Ye C.^ sYY:+!'?' YS9! G' ik: MtkY13' i,1N',�:t9'X2S�r'd7!lT1i'?i!iN� t 13. No Third Party Beneficiaries. This Agreement is made and entered into for the sole T.. protection and benefit of the parties hereto: the City and County. No other person or entity shall !t have any right of action or interest in this Agreement based upon any provision set forth herein. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed, z KING COUNTY . - , w 1 <.... ....-------..... co 0 Ill I King County Executive Dated w o ua : D _ Approved as to Form: I w' Z 1-` NORM MALENG z 0 }- �- King County Prosecuting Attorney 2 m : Do , off' ; ; of nn = w By: �! e V Dated — o z LN ` _ . o 1- z �t # 1 A' ,^ ,isi i r} ;r , i F{;yr. S• d.. 3i li . 1;,x ;°.1, /, : i t ;' may' '4 i � s� . e; TN ,.. $ITERLOCAL AGREEMENT BETWEEN ',` Y \�' ; . , KING COUNTY AND THE CITY OF TUKWILA - Page 4 of 5 `+ :`' At ..r� / * t , CITY OF TUKWILA / 2 ////ef -1 . , 1 Steve Mullet, Tukwila City Mayor Dated � re al ' re al' 6 � 00 No cn w Approved as to Form: w =. ; s W O �� a u. .! rim �' D> V) �1 City Attorney Dated �— _, z �' w w , . `. . o N w w . I v ° , f= • w z '. UN • F- I' r 0 z r t k . t , • r t 1 ICY Rif ■ 5 ! (( A t l . .IR �. I } TERLOCAL AGREEMENT BETWEEN ,, KING COUNTY AND THE CITY OF TUKWILA • Page 5 of 5 "``' E ': :...-.4L p k • i- , . '.`'\ , . 'fl • PLEASE TYPE OR PRINT iZEAL ESTATE EXCISE TAX AFFII)AVi'1' This form is your receipt PLEASE SEE REVERSE CI IA PIER 82A5 RCW - CIIAPi'ER 458 - 61 WAC when stamped by cashier. FOR USE Al COON UV TREASURER'S OITIC.E. (Ilse Form No, 84-0001 11 for Reporting Transfers of Controlling Interest of Entity Ownership to the Derailment of Revenue) THIS AFFIDAVI'i' \VII,I. NOT NE ACCEPTED UNLESS ALL AREAS I -7 ARE FULLY COMPLETED I Name�,'he_B.aeing J ampany • _ 2 Nn me_King_enunty Musaum_..of Fl - I gilt Atr_tl)arit• • . c/o Boeing_Reaity Corporation Street P.O. Box 3707 M. C. IF -58 P _9404 Cast Marginal ligy South al City /State /Zip Seattle, WA 98124 -2207 City/State/Zip Seattle, WA 98108 3 ADDRESS TO SEND ALL PROPERTY TAX RELATED con RESPONDENCE ALL l AX PARCEL NUMBERS COUNTY 'TREASURER PLACE ASSESSED VALUE IT TAX EXEN1P Name See Box 2 562420 - 1034 -09 • Street City /State /Zip • a LEGAL. DESCRIPTION OF PROPERTY SITUATED IN ❑ UNINCORPORATED King COUNTY ❑ OR IN CI'T'Y OF . Street Address (if property is improved): . See Exhibit "A" . Z I F HW -1 U A Is this property currently: YES NO . 6 Description of personal property included in gross selling price, both N 0 tangible (eg; furniture, equipment, etc.) or intangible (eg; goodwill, Classified = fied or designated as forest land? ❑ a agreement not to compete, etc.) J I Chapter 84.33 RCW NLL Classified as current use land (open space, farm ❑ j . W O . and agricultural, or timber)? Chapter 84.34 RCW 2 Exempt from property tax as a nonprofit ❑ fac If exemption claimed, list WAC number and explanation. g J organization? Chapter 84.36 RCW IL Q '1 WAC No. (Sec /Sub) 458 -61 -410 D :1 Seller's Exempt Reg. No. — . d Receiving special valuation as historic ❑ x Explanation Gift - No consideration F _ Z F- I property? Chapter 84.26 RCW Property'1'ype: j land only (J land with new buildin Z O n land with previously used building ❑ land with mobile home Type of Document Bargain and Sale Deed 0 timber only 0 building oily Date of Document Lurch 2002 U C Principal Use: L Apt. (4+ unit) 0 residential O - (] timber 0 agricultural r commercial /indltstrial Gross Selling Price $ —0— �- • [] other Personal Property (deduct) $ _0— = W i (1) NOTICE OF CONTINUANCE (RCW 84.33 OR RCW 84.34) Taxable Selling Pric $ — ~ 1= —0 LL O Excise Tax: State $ If the new owner(s) of land that is classified or designated as current use Z or forest land wish to continue the classification or designation of such • Local $ —0— U N land, the new owner(s) must sign below, If the new owner(s) do not desire — 0 — I- _ Delinquent Interest: Slate $ to continue such classification or designation, all compensating or additional tax calculated pursuant to RCW 84.33.120 and 140 or RCW Local $ — 0 — Z 1 84.34.1 08 shall be due and payable by the seller or transferor at the time . Delinquent Penalty $ _0_ i of sale. 'the county assessor must determine if the land transferred Tota Due $ 2 .00 , qualifies to continue classification or designation and must so indicate below. Signatures do not necessarily mean the land will remain in A MINIMUM OF $2.00 IS DUG AS A PROCESSING FEE AND TAX. t classification or designation. If it no longer qualifies, it will be removed Ei AFFIDAVIT . and the compensating taxes will be applied. All new owners must sign. I Certify Under Penalty of Perjury Under The Laws of The State of 'I'his land ❑ does ❑ does not qualify for continuance. Washington That The ' oing Is T e And Correct (See hack ol'this form). Ti • Iyi .': • • ' 3 ny Date ■ DEPUTY ASSESSOR Signature of I J ,� Grantor/AgentB d fi' - e1' bu (2) NOTICE OF COMPLIANCE (Chapter 84.26 RCW) Name (print) ce Pre ' dent if the new owner(s) of property with special valuation as historic property Title; wish to continue this special valuation the new owners) must sign below, Date and Place of Signing: i + I f the new owner(s) do not desire to continue such special valuation, all Kin C ount Museum of Flt ht Authorit .4 ' „ . additional tax calculated pursuant to Chapter 84.26 RCW, shall be due g Y g Y .' . t : Vi i, s Si of a and payable by the seller or transferor at the time of sale. r ' Grantee /Agent 1 i .,O � (3) OWNER(S) SIGNATURE .� ; A r. Name (print) i / et 't* W ra•l�" Title: p� 8 6 ?,> r Date & Place o Si gning: Se-ea C 014_414 I ,1: Perjury: Perjury is a class C felony which is punishable by imprisonment in the state correctional institution for a maximum terns of not more "' - than live years, or by a line in an amount fixed by the court of not more than five thousand dollars ($5,000,00), or by both imprisonment and ' : ,, line (RCW 9A.20.020 ( I C)), ''. '� "� i REV 84 0 001a (3 18 -99) (1'D 10 -1 I -00) FOR TREASURER'S USE ONLY COUNTY TREA SURE ,.,��, • '� V " � 0 '' l ■ T i ♦w.!.' ..yi.4Fi:�;,,`.�.... . . J [•.i.. ., u.. il. iL. L: .;.•/.YfMM,'.,annw,ewwew++ + „wu. .... , ______________ l . • t o State of Washington i DepartnientofRevenue ) REAL ESTATE EXCISE TAX A di, Miscellaneous Tax Section SUPPLEMENTAL STATEMENT i R EVENUE PO Box 474 77 Olympia WA98504.7477 (WAC 458 -61 -150) This form must be submitted with the Real Estate Excise Tax Affidavit (FORM REV 84 0001A) for claims of tax exemption . : provided below. Completion of this form is required for the types of real property transfers listed in numbers 1 -5 below. Only the fit • white page of this form needs original signatures. A notary's signature is only required for items 3 and 5. AUDIT: The transfer referred to on this document is subject to audit by the Department of Revenue under RCW 82.45.150. Z PERJURY: Perjury is a class C felony which is punishable by imprisonment in a state c orrectional institution for a maximum ter ' H Z • of not more than five years, or by a fine in an amount fixed by the court of not more than five thousand dollars ($5,000.00), or 1 tit 1 both imprisonment and fine (RCW 9A.20.020 (1C)). I The persons signing below do hereby swear under penalty of perjury that the following is true (check appropriate stateme� _i v UO 0 I. ❑ DATE OF SALE: (WAC 458 -61 -090) • to W 1, (print name) certify that the ID _ E (type of instrument), dated , was delivered to me in escrow by N u.. (seller's name). NOTE: Attorney, escrow agent, title company agent, or title insurance company agent named here must W • sign below and indicate name of firm. No notary is required. The payment of the tax is considered current if it is not more • than 90 days beyond the date shown on the instrument. If it is past 90 days, interest and penalties apply to the date of the � < instrument. t!) 2. GIFTS: (WAC 458 - 61 - 410) One of the following must be checked. (NOTE: For gifts, both Grantor and Grantee = w t— must sign below. No notary is required.) _ Z H . fa A. NO DEBT. Grantor gifts property which has no underlying debt. The transfer is without consideration and/or love and 1,,, O affection is the only consideration. See Example 1 on reverse. Z 1 1 — ❑ B. THERE IS DEBT, BUT GRANTOR CONTINUES TO MAKE PAYMENTS. Grantor gifts property to Grantee 2 11i ii will continue to make all payments on debt of $ (please state total debt, not monthly U 0 payment) Grantee will not be making any payments on the debt for which the Grantor is liable. The transfer is without 0 N consideration and/or love and affection is the only consideration. See Example 3 on reverse. ~ ❑ C. OTHER GIFT TRANSFERS. Grantor gifts the equity portion of the value of the property to the Grantee. Grantee I I will make payments toward the debt of $ (please state total debt, not monthly payment) for 0 which the Grantor is liable. In addition, Grantee will pay the Grantor $ The transaction is Z taxable to the total ofany consideration, including debt. Love and affection is not taxable. See Examples 2, 4, and 5 on reverse. U to 3. ❑ INCORPORATOR: (WAC 458 -61 -375 (20)). F _ h- • I, (print name) , am acquiring the subject property on Z behalf of (print corporation name) . Such corporation is . currently being formed. NOTE: Grantee must sign below. Signature must be-notarized. 4. ❑ IRS "TAX DEFERRED" EXCHANGE: (WAC 458 -61 -480) . I, (print name) , certify that I am acting as an Exchange Facilitator . in transferring real property to pursuant to IRC Section 1031, and • in accordance with WAC 458 -61 -480. NOTE: Exchange Facilitator must sign below. No notary is required. 5• ❑ NOMINEE: (WAC 458 -61 -550) I, (print name) , am acquiring the subject real property as nominee on behalf of (print name of third party principal) on (date of conveyance) . NOTE: Grantee and principal must sign below. Both signatures must be notarized on or prior to the date of the conveyance to nominee. This statement must be attached to the Real Estate Tax Affidavit for transfer from nominee to principal. • A ' NOTARY: Required only for Incorporator (Item 3) or Nomine v �.' Escrow Agent/Attorney/Title Company Agent /Title .�_. lusuranc • ' Agent (Indica n me of firm): (Item 5). 4� Grantor/NI i / an F or lures: Subscribed and sworn to me this % s'' "'=s,,,::, THE BO' • C1P.: •A � y. , ;_ -f By - / day of , �� , .., .Aliff• u I cy t N;, Notary Public ts k >. 04 :.!l Grantee /Princi) • /Incorpo tor Signatures: (Signature) ., tit • KING COU ' SUM FLIGHT AUTHORITY ' _ip^`'14 B7 ' riff :, a me i t e c es Vans-Writ y � ta h o ' (Prin Name n;; 4'.,; ' ? Distribution: Separate cd i e and at e + n 0 Real Estate Excise Tax Affidavit as follows: I ) wn rE - Attach to County Treasurer's Original in and for the state of F' �' a rp i ., W 2) CANARY - Attach to Dept. of Revenue's Copy ; " ^ �? p residing at � r„, . +�' . • EXHIBIT A Fi LEGAL DESCRIPTION That portion of the Southwest Quarter of the Southeast Quarter of . Section 33, Township 24 North, Range 4 East, 'Willamette Meridian, ce 14 :. described as follows: f'. . 5 '' Commencing at the Southeast corner of said Section 33; ° o ` '} Thence, along the South line of Section 33, North 88 °04'58" West 1393.15 w ILI ji feet; J j Thence, along the (monumetdrd) offset centerline of East Marginal Way N p South, North 22 °32'07" Wes,. 1145.85 feet; 2 4f Thence, leaving said offset centerline, North 89 °22'40" West 67.43 feet, to a a' --] wQ the True Point of Beginning of the herein described parcel of land; d Thence, along the Westerly right -of -way line of said East Marginal Way i w South, parallel with and 62.00 feet Westerly from said offset centerline, Z H - South 22 °32'07" East 465.83 feet, to the Southeast corner of the herein- I-- o, described parcel of land; 11J Lu Thence, leaving said Westerly right -of -way line, South 62 °44'39" West D o: 379.67 feet, to the Southwest corner of the herein described parcel of land; o co Thence, North 27 °23'53" West 720.27 feet, to the Northwest corner of the = 111 w herein described parcel of land; H- H • Thence along the North line of the properties described in Deed and z recorded under King County Recording No. 8602280399, the following w courses: F: 0 _ 1) South 85 °46'07" East 476.88 feet; z F. South 89 °22'40" East 14.85 feet, to the true point of 1 beginning i (Being known as Lot A of City of Tukwila Boundary Line Adjustment 1 Number BLA -01 -002, recorded under Recording Number 20010803900001); Together with an easement for access and utility purposes, in, on, over, under, through and across a uniform strip - of - land 40.00 feet in width, 20.00 feet on both sides of the centerline described as follows: i Commencing at the Southeast corner of said Section 33; ',(;;77.-T6 Thence, along the South line of Section 33, North 88 °04'58" West 1393.15 ' ' " ? ,, feet; 4.10444 Thence, along the (monumented) offset centerline of East Marginal Way South, North 22 °32'07" West 649.20 feet; J JJ ; ;: A -1 P:\SJS1SJS290 `,. , �� , • Thence, leaving said offset centerline, South 63°10'33" West 62.17 feet; 1 Thence, along the Westerly right-of-way line of East Marginal Way South, parallel with and 62.00 feet Westerly from said offset centerline, North 22°32'07" West 41.92 feet, to the True Point of Beginning of the centerline of the herein-described strip of land; z Thence, leaving said Westerly right-of-way line, South 62°44'39" West , z. • w 397.97 feet; I1 6 Thence, North 27°23'53" West 320.21 feet, to the Southerly line of Lot C of _10 said Boundary Line Adjustment; 0 cn Thence, South 27°23'53" East 320.21 feet; 11.1 -J !— Thence, South 62°44'39" West 312.89 feet, to the West line of Lot B of Boundary Line Adjustment; being the terminus of the herein-described 0 • centerline. g 5 • u. Z• I- 0 Z UJ w 0 ( IL ILI I 0 r ••• U. - 0 • Z'• 0 —I o • • . • A A-2 P:M1SISJS290 • ■ -1 f' i After Recording Return To Preston Gates & Ellis LLP 701 Fifth Avenue, Suite 5000 Seattle, Washington 98104 -7078 cn Attn: Shannon J. Skinner w' _,:::-.1b' .. . CO ` . BARGAIN AND SALE DEED (Site 3 Property) 0 w GRANTOR: THE BOEING COMPANY GRANTEE: KING COUNTY MUSEUM OF FLIGHT AUTHORITY ( a' I- w- z F Legal Description: z o: . Abbreviated Form: Lot A of City of Tukwila Boundary Line Adjustment w �, 2 M recorded under Recording No 20010803900001 m o V O co. Additional legal on Exhibit A to document o }-: w w ' Assessor's Tax Parcel ID #: 562420-1034-09 o tii z: THE GRANTOR, THE BOEING COMPANY, a Delaware corporation, as a p charitable donation, bargains, sells and conveys to KING COUNTY MUSEUM OF z FLIGHT AUTHORITY, a Washington public development authority, the following described real estate, situated in the County of King, State of Washington: See Exhibit A attached hereto and incorporated herein by this reference. (,,..._,,,:- . ..,,,,, ,,,j . , \.k..'„ - „, • , ,,- . :,...:",..:?... : 12 , ;[... - ,,, ,, f R'R t • 1 i..:v 1 1 • . . , , P , ,...-...\ t • ) Subject to and excepting those matters listed in Exhibit B attached hereto and , i incorporated herein by this reference and subject to the covenant described on Exhibit C . . attached hereto. Dated March 2002. Z , 4 1 1 . i i... Z THE BOEING COMPANY, a Delaware 11 2 , , c 41 .,.ation 6 m , -I 0 • =NiiirAm■ , 0 0 , r •/ ,/.. A*410-- . . , c , n 0 co tu A LLI I , -I 1- a m yl , . ■ . me " O urt • / ' ?resident . 0 UJ Title • Accepted in accordance with the , ,„ m terms hereof i . , , ICING COUNTY MUSEUM OF 1-- 0 FLIGHT AUTHORITY, a Washington 1 11J ul' public development authority 1 ° co' , . a 1-- lui I By ,.., - 0 . . • Z. Name :,ez 7' . , j I Title r pv:,-2 • /3 — /3 77,7 • . , . , , . • . , . i . ......._ • i)',1,--n• •,, ,... ., i V e ' . F. 3 : ' ,■,7:7';, , ( 1 I ' ,:i LI Ail I " r :1 1:1 s PR i 'I . 1,1,..4, ,■,!,,:.'`....F.,■5""a -2- P:1SJSISJS290 i WM j i • :1111": • : ; L I ' I ,',.,;',".. ■,....,1., 3 1 . I 1 i , t t i M STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that pv t. i , � . CA t.,,,,,- is the person who appeared before me, and said person acknowledged that he /she signed this l instrument, on Z oa 1 stated hat he /she was authorized to execute the instrument and acknowledged it as the . Y 'sCt.. A /,,L1 i lk*" of The Boeing Company, a Delaware corporation, to be the free and W voluntary act of such party for the uses and purposes mentioned in the instrument. . M Dated: S a , 2002 u) � r ( „k i c . woo DA DIZALO, C--. / +% •` ii0i ' , Notary Public ' O ' / Print Name -r' C.. . l� 1 C.� 2 Q } _ gOT�A�► • ti My commission expires: • _ ,41.7) OC J : cn d 'OtrBtrA` .2 w %�tn�4).4. it 8 I. , F *AV!' �i ,��O +nntiO1 W W (Use this space for notarial stamp /seal) 0 ui O STATE OF WASHINGTON ) , W w . 0 l I vi COUNTY OF KING ) u. ~O` y Z . I certify that I know or have satisfactory evidence that � .2";44'e,.7” is the V N ` person who appeared before me, and said person acknowledged that he /she signed this instrument, on ~O y oath stated that he /she was authorized to execute the instrument and acknowledged it as the Z ,:e.9117;1. 7 of the King County Museum of Flight Authority, a Washington , public development authority, to be the free and voluntary act of such party for the uses and purposes • mentioned in the instrument. Dated: f- //- , 2002 ems �i.� ' _ %f , _�. •- - •..lic Print Name .4 //ld.A / . My commission expires: ..S` -9 -a Z . • :1:::::::::;4::::':fl,:, (Use this space for notarial stamp /seal) -3- P:1SJS\SJS290 1 "'. e j . • EXHIBIT A is LEGAL DESCRIPTION That portion of the Southwest Quarter of the Southeast Quarter of z • Section 33, Township 24 North, Range 4 East, Willamette Meridian, , ._ , described as follows: . z • re 2 Commencing at the Southeast corner of said Section 33; c 0 Thence, along the South line of Section 33, North 88 °04'58" West 1393.15 LLI feet; w ( Th ence, along the (monumented) offset centerline of East Marginal Way cn u_ • South, North 22 °32'07" West 1145.85 feet; Thence, leaving said offset centerline, North 89 °22'40" West 67.43 feet, to g of the herein described parcel of land; u_ • the True Point of Beginning g P co Thence, along the Westerly right -of -way line of said East Marginal Way = d South, parallel with and 62.00 feet Westerly from said offset centerline, z mw South 22 °32'07" East 465.83 feet, to the Southeast corner of the herein- F- p. described parcel of land; w '— w Thence, leaving said Westerly right-of-way line, South 62 °44'39" West � o 379.67 feet, to the Southwest corner of the herein described parcel of land; 0 co, { Thence, North 27 °23'53" West 720.27 feet, to the Northwest corner of the o �- herein described parcel of land; 1 v , Thence along the North line of the properties described in Deed and :u. ~O f recorded under King County Recording No. 8602280399, the following w z , courses: v 1) • South 85 °46'07" East 476.88 feet; 0 2) South 89 °22'40" East 14.85 feet, to the true point of beginning • (Being known as Lot A of City of Tukwila Boundary Line Adjustment ' . I Number BLA -01 -002, recorded under Recording Number 20010803900001); • Together with an easement for access and utility purposes, in, on, over, under, through and across a uniform strip -of -land 40.00 feet in width, 20.00 feet on both sides of the centerline described as follows: • Commencing at the Southeast corner of said Section 33• " " ;' the South line of Section 33, North 88 °04'58" West 1393.15 ,., Thence, along • g , j 7;�? a�� a • 3 "''�.S ,M,. Y . feet; Thence, along the (monumented) offset centerline of East Marginal Way South, North 22 °32'07" West 649.20 feet; P:1SJS\SJS290 ! • r '71 Thence, leaving said offset centerline, South 63 °10'33" West 62.17 feet; Thence, along the Westerly right -of -way line of East Marginal Way South, parallel with and 62.00 feet Westerly from said offset centerline, North 22 °32'07" West 41.92 feet, to the True Point of Beginning of the centerline of the herein - described strip of land; Z Thence, leaving said Westerly right -of -way line, South 62 °44'39" West 397.97 feet; • ;F Z Thence, North 27 °23'53" West 320.21 feet, to the Southerly line of Lot C of said Boundary Line Adjustment; v o Thence, South 27 °23'53" East 320.21 feet; Thence, South 62 °44'39" West 312.89 feet, to the West line of.Lot B of w Boundary Line Adjustment; being the terminus of the herein - described centerline. w H 0; Z W IL' CDs. s ;V ;D , W = UE I • • • � U tZl3' { .Z �. 1 ; 1t A-2 P:1SJS1SJS290 i 1 ' • + - - i- • (1 i IT EXHIBIT B PERMITTED EXCEPTIONS i , z 1. Easement and the terms and conditions thereof: • z , � Grantee: City of Seattle, a municipal corporation In ' Purpose: Water meter with the necessary appurtenances v 0 ' Area Affected: Easterly portion of appurtenant easement area N o cn w Recorded: December 24, 1964; • Recording Number: 6123100 u) u_. Note: Said easement is also delineated and/or dedicated on the face of the boundary line adjustment. LL � 1 z I— w 2. Easement and the terms and conditions thereof: i z _ Z p Grantee: City of Seattle, a municipal corporation w w Purpose: , Water meter and appurtenances D o Area Affected: A Northeasterly portion of said premises p - II Recorded: May 22, 1974 0 ww Recording Number: 7405220547 i c. , 0 . $ Note: Said easement is also delineated and/or dedicated on the face of the boundary line ili Z:_ .. adjustment. v — ' I— F.. • 3. Easement and the terms and conditions thereof: z Grantee: King County Purpose: Sanitary sewer system together with all ' . necessary or convenient appurtenances ti Area Affected: A Northeasterly portion of said premises Recorded: June 17, 1974 Recording Number: 7406170607 , Note: Said easement is also delineated and/or dedicated on the face of the boundary line adjustment. ' , Js ; V ,.... im ,, s . , .ir � .:,, i as to !Rx 1 I * ,1/ . ' tqj B-1 P :SJS\SJS29O r SIM bs� t,. v'.^' t` i i'Y Y . AYE . it r 1 yR,n'J i - . • i i 4. Restrictive Covenants contained in Paragraph 12(I) of Statutory Warranty Deed: Recorded: February 28 ry , 1986 . Recording Number: 8602280399 z 1. _T' 1- z "Grantee shall use the premises for industrial uses including, without limitation, office, et 2 warehouse, laboratory, testing, research, manufacturing and assembly. Maritime uses shall 6 be limited to transportation of passengers, products and supplies to service the foregoing c.) O I uses by Grantee ( "Intended Use "). Grantee shall not use the premises for any other use ° w { without the prior consent of Grantor and its successor. ; F- : • CD u_ w p The Port of Seattle has consented to the use for an Air and Space Museum together with 2 any use consistent with the Air and Space Museum Purposes as defined in King County ga j Ordinance 7444 by letter dated February 26, 2002. CO s 5. Agreement and the terms and conditions thereof: z • p . Between: The Boeing Company _. And The City of Seattle, a municipal corporation D o: Recorded: March 22, 1990 o N • Recording Number: 9003220207 w w Regarding: Connection of private sewers to the City �_.. ti. sewer system and payment of fees related 0 - thereto Ili z co — _ 6. General and special taxes and charges, payable February 15, delinquent if i_ first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year 2002 Tax Account Number: 562420- 1034 -09 Levy Code: 2430 Assessed Value -Land: $2,505,900.00 Assessed Value- Improvements: $1,292,800.00 General & Special Taxes: Billed: $41,064.49 Paid: $ 0.00 Unpaid: $41,064.49 :.." X" i r + r • ‘ta i B -2 P:1SJS1SJS290 V:0 i ' EXHIBIT C . USE RESTRICTION COVENANT The real property described on Exhibit A to this Deed (the "Property ") is conveyed zz . subject to the following covenant, which is hereby imposed on the Property pursuant to the , _ . terms set forth below. c4 w 6 D 1. Use Restriction. The Property shall at all times be used only for MOF N o Expansion Project purposes (as defined in the Property Transfer Agreement dated ' u) w ;' October 31, 2001 between King County, Washington, King County Museum of Flight -J H Authority, Museum of Flight Foundation and The Boeing Company); or, in the alternative N u. . O in a manner consistent with the air and space museum purposes as defined in King County g' Ordinance 7444. g J W d 2. Benefited Property. This covenant is for the benefit of The Boeing = w ` }} Company ( "Boeing "), as the grantor of the Property. Boeing owns substantial property in z ! : the vicinity of the Property (as identified below, the "Boeing Property "), which is affected z O: by the use of the Property. Boeing wants to assure the use of the Property does not w w ; adversely affect the Boeing Property. This covenant shall run with the land and burden the v o j Property for the benefit of the Boeing Property so long as Boeing owns or occupies as a O -, } tenant any of the Boeing Property. The Boeing Property is identified by the King County w 1- w Tax Assessor's parcel numbers listed below: • F- v f - O , 000160- 0020 -02 i ii N ; ' } 002200- 0005 -09 0 ,_ = 218500- 0005 -08 ` H, 232404- 9009 -08 z ..:. 332404- 9002 -08 • , 092304- 9155 -04 • ! 000340- 0018 -09 562420- 1032 -01 000740- 0033 -06 • 3. Enforcement. Boeing may enforce this covenant by obtaining injunctive relief or through other lawful means. 4. Modification: Termination. This covenant may be modified or terminated by mutual written agreement of Boeing and the owner of the Property. This covenant will f' t , G Y automatically terminate at such time as Boeing•no longer owns or occupies as a tenant any { , of the Boeing Property. To provide record notice of such termination, Boeing will ,F3. ,,, promptly upon the request of the owner of the Property record a notice of such termination. „ ; , �' *".1 it , � i i F ,,,A ,, i y • C- I P:1SJS1SJS290 _ ifvt :AA . :..sl.'titiM R 7d ■ N} L j, ' I ,. S. ..... .. �. .. ... ... .. v.,....• ....wu . wnlMr.aNnY..+'T - �}.4.+u.•Y..•ui•'W. i ::..;tl.•.. .. � r • Preston( Gates(Ellis LLP _ � rrZ April 11, 2002 N o w =� J 1— LL HAND DELIVERED W o RECORDING INSTRUCTIONS u_ Ms. Daryl Savidis I = ' Manager /Senior Title Officer — �- Commercial Title Unit • z O Chicago Title Insurance Company 2 �; 1800 Bank of America Tower v 701 Fifth Avenue • �` Seattle, WA 98104 + W w I_ Re: King County Museum of Flight Authority ( "MOFA ") and The Boeing z Comp ("Boeing") relating to: • (n ` P Y( " " g) g V _ o , Transfer of Site 3 Property, King County, Washington (the Z .. • "Property ") • Chicago Title Insurance Company Second Commitment No 1016741 Dear Daryl: Preston Gates & Ellis LLP represents MOFA. Pursuant to the terms of the Property Transfer Agreement among King County, Washington, MOFA, Museum of Flight Foundation and Boeing dated October 31, 2001 (the "Property Transfer Agreement "), Boeing is transferring the Property to MOFA (the "Transfer"). r,,V A. Transfer Documents. In connection with the Transfer, the following documents are enclosed or will be delivered to you 171 u 1. Bargain and Sale Deed executed by Boeing ( "Deed "); ra malc A LAW FIRM I A LIMITED LIABILITY PARTNERSHIP INCLUDING OTHER LIMITED LIABILITY ENTITIES p''�t 111 � � ,•.;�'::" ;,., . i 701 FIFTH AVENUE, SUITE 5000 SEATTLE, WA 98104.7078 TEL: (2061 623 -7580 FAX: (206) 623.7022 www.prestongates.com Anchorage Coeur d'Alene Hong Kong Los Angeles Orange County Palo Alto Portland San Francisco Seattle Spokane Washington, DC iY • Ms. Daryl Savidis April 11, 2002 Page 2 • 2. Real Estate Excise Tax Affidavit executed by or on behalf of Boeing and MOFA ( "Excise Tax Affidavit "); z Z B. Conditions of Transfer. You may record the above _ referenced Deed upon fulfillment of the conditions set forth below: 6 UO 1. You hold the documents referred to in Paragraph A above duly executed w by the appropriate party and acknowledged where required. N O ', 2. Chicago Title Insurance Company (the "Title Company ") is irrevocably committed to issue its ALTA standard owner's form policy of title insurance (the "Title Policy ") ga 5 in the amount of $4,650,000.00, for the Property. The Title Policy should name MOFA as the CO fee owner of the Property, as the insured. - z w z �. 3. The Title Policy shall show as exceptions to coverage only Special f- O Exceptions Nos. 1, 2, 3, 4, 5 and 6, as shown in the Title Company's Second Commitment ui No. 1016741 dated February 27, 2002 (the "Title Commitment "). The following endorsements 0 . shall be attached to the Title Policy: p - , ILI 103.7 (Access — see modified form attached) v ; Special Endorsement (Re: Item 5 insuring over loss /claims re: = p payment of $15,509.50 for connection fees) Z v The legal description in the Title Policy must be identical to the legal description set forth z H in Exhibit A to the Deed. 4. The undersigned has given you verbal approval to record. C. Recording Procedures. 1. Record the Deed with King County Records and Elections in such a manner as will enable you to issue the Title Policy referred to in Paragraph B -2 above. 2. Deliver to MOFA, in care of the undersigned, a take -off copy of the recorded Deed and the original and one copy of the Title Policy. 3. Please send your invoice to MOFA in care of the undersigned for all title . ' ;* fees, recording fees and any and all other costs which may be incurred to complete the recording of the Deed and issuance of the Title Policy. The parties will reallocate the amounts due to you between MOFA and Boeing pursuant to the terms and conditions of Section 7, Costs and ,Atx Expenses of the Property Transfer Agreement. ; z ` _ _ � f Ms. Daryl Savidis • April 11, 2002 Page 3 • • D. General Instructions. If you are unable to comply with these instructions and I record the Deed on or before 5:00 p.m., April 12, 2002, you are not to proceed without further z written authorization from the undersigned. If there are any questions concerning the above, , please call us. 6 m, Very truly yours, PRESTON GATES & ELLIS LLP By .)11 A A L otlex 0' 1 2 Shannon J. Skinner g -71 u. Enclosures z cc: Bob Ormsby - Heather Howard n ; Ross Dern •0 —• Steve Rowe P:SJSSJS29P r- • — 0, Lu • 0 • • •' • , gi • . I - r r - - 3 L 1 q Form of Modified 103.7 Endorsement z .� Z 1 ENDORSEMENT w I 6 v ; Attached to Policy No. 4189787 v 0 0 1 w . Issued by NLL CHICAGO TITLE INSURANCE COMPANY 0 g (o The Company hereby insures the Insured that said land abuts and has rights of ingress to w and egress from ,whi ch is a physically open street(s) that is a public street i = i i which s maintained by the City /County , Washington. 0 i The Company hereby insures against such loss which said Insured shall sustain in the o. event said assurances herein shall prove to be incorrect. CO s 01— ` t The total liability of the Company under said policy, and any endorsements therein shall • = 0 not exceed, in the aggregate, , t h e f amount of said policy and costs which the Company is 5' I oblig under the conditions and stipulations thereof to pay. z ; Ili co , =! 1 " This endorsement is made a part of said policy and is subject to the schedules, conditions z 1- and stipulations therein, except as modified by the provisions hereof. Dated: , 2002 CHICAGO TITLE INSURANCE COMPANY By Authorized Representative or Officer Modified 103.7 ' . 4i Y f7 , P: \SJS1SJS29P 4v ,e,, of t ,a L .2‘,...p, . , ,---„,...„....„.......:.: .. LL, .....,.. .. s . . .. . ....,....... . .. . „• { PERMIT CO R COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -020 DATE: 07 -24 -02 PROJECT NAME: K.C. AIRPORT HANGAR PROIECT z SITE ADDRESS: 8701 E MARGINAL WY S F. z • CC 2 Lij U Original Plan Submittal Response to Incomplete Letter # J v O X Response to Correction Letter # 1 40 X Revision # 1 After Permit Is Issued w i J1._ N LL i O . W DEPARTMENTS: g Q Building ivision F Prevention g ❑ ❑ Planning Division ❑ = a Publi Wo ks Structural ❑ Permit Coordinator X I- W Ru)6 Cia-oz, Z° DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7 -25 -02 2 o Complete 57 Incomplete El Not Applicable ❑ O N ❑ I— Comments: W W I- � LL O Permit Center Use. Only , .; Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U = ~ O Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ 1— Staff Initials: Z TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ 1 REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08 -22 -02 Approved ❑ Approved with Conditions Z Not Approved (attach comments) ❑ Notation: �ZJIt aj REVIEWER'S INITIALS: DATE: { s ,r g Permit Center Use Only t' r� CORRECTION LETTER MAILED: R` t : 1 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: iv 'ak 4'1' ttom; • t t:. MMI r WORD a . III U�Y - f., -.:if. d'. }f1�A �w r' E Documents/routing slip.doc s ' '; 2 -28.02 r i , Vi i. ., .. ... ,I. l.... .n .n...... ...1 4 N.. I: if. r; 1 .S.!r..:. ✓ +n'4'1'e'..fwih ....�sY:43L .'p. t .vae.r»r -. _ ..a ,.. a w r r....... .. .,. ...... ............ +en +..NIW , i's. '.1.4.a.. -«r * w City of Tukwila o f ! -,, `' ''. Department of Community Development - Permit Center vj - +�ii' ) 6300 Southcenter Blvd, Suite 100 N \ : �il�; . •'= Tukwila, WA 98188 * '''- ----- * (206)431 -3670 1908 _ z • i ! �.+ "'Su`' . ��t�.a S at i . ryt, �j q,. Sr r"mit l; l �' ~ z w" t 4 a C C v T 1 /1`_IY x 1" iui ; t f.:i ; ';,N i 1 1 :1 tk � y '' N -, : W AJ M I:i ; .r A". � 1.211`9ir .'1..,,41,: . t! ' i fias:r . 1 ' li �r, ,� .r ' 1 a: Ifi � ,, � rr,1i, �iM t a..t �. " s < W i i «... „ xn .... ,ii: , , r.+. Ds Y �r�.. +.... ,1.t . rk, y � •an „ '!ii .l, r 4+prl" ��'N1 « +.:, r. 4 : :'amt4.r .�:+ 1, np ral.er . ��I +r.� inn,. »c��+ 3�7aar. ,+ e �� .Y ; .� �, ; �:!«' I�i QQ Jo Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted o through the mail, fax, etc. . u) W J = H `7 W 0 .1 L ) t Date: . y Zz, 2_o o 7- Plan Check/Permit Number: D02- 2 J g a . { E] Response to Incomplete Letter # ! d = ® I Response to Correction Letter # 1 to Revision #1 F - z D Revision .# after Permit is Issued z 0 , 2 Lu U o Project Name: K.C. Airport Hangar Project o N o 1- Project Address: 8701 East Marginal Way S I L . Contact Person: Julie Lawton Phone Number ( Za6.) 620- 3/5 w z o of Revision: r P = Summary viSlo�►$ A k g. GTy 0E l . - 4rn� . o 1 - Comin6.rv�s 'ba D 6//3 %�.• SHt.TS Gommrr c .i L/Aow� Aar : C- s: i C.- 4•'1, z •7E,n .oiu R y l'0A IZ i. f N, ANS 7z://w "ve: Mo N/ SUrr. rrIAA . 6i 1,-,e, /ns- i. ":„VvGr_v S #i/ / /,c/GAriemi" _/ %'6 NS Ole —tfl.- - ,c Z0 t ,INI er .s�'er►''s /9< %N9ie-gr'6!a oN `Tff6 " / - C/A " CoMmeN /s nAlp • .eIL r' C %v1 �' J v/ SNP %5, 4GSQ irnrfl -NGt 4)5C.t R m R..ANWm DATCt ' i i avty 22, ?b2 r2EGAP...wG LoT i3 STRTOS / 'rtiitE t/56,; AJL .9 Colrtld/ e- I OA 7-i 527 /NGdad/ G � U initz, ' /✓o#2 of A v y� RECEIVED '� , :,ITY c n- TUKWILA JUL 2 3 2002 PERMIT CENTER '. , 'I , i Sheet Number(s): C- �t , C- 6. �PD2ARY 'J/,iioc /-0,0 `,en/'Nr �?9avf/�m.ttf S/hnIgrt ` ^ &' "Cloud" or highlight all areas of revision including date of revision d y Y �.,�e { Received at the City of Tukwila Permit Center by: 4 t. ,'.'.1 ® Entered in Sierra on � ; . ; ;kr' 06/13/02 4 :4.ch ■ . . ... f 0 , , KING COUNTY Department of Transportation Airport Division 7233 Perimeter Road South, AIR -TR -0100 Z Seattle, Washington 98108 -0245 _ � ' ~Z W ry D . E July 22, 2002 .c 0 w 11J W A = , W TO Lloyd Wind w o, KPFF Consulting Engineers, Inc. , 2 g Q . FM: Tony Wasser N d :. King County International Airport /Boeing Field - _ z�. RE: Lot 13 Status Z 0, w W In response to your email message dated 10 July 2002, please be advised that the area between v o ; the hangars currently under construction, better known as Lot 14, and the Tower /ARFF facility is 0 - ; designated by the Airport's Master Plan as General Aviation. Presently, the Airport foresees this :w ~' area being developed for additional hangars and tie -downs for small aircraft. 1 -- v : Please let me know if you have any further questions. iu O 1— Z cc: Gary Molyneaux, Airport Planning Manager CORRECTION { LT R# _,..L_ 1 r.. ' R J ib` n, ` . ,, ,71-, , , ' 1 F� • �J��IIlr4, �;q� 11 � •y Cit of Tukwila fi :•' ; � ,, 0 ,, e i r �, ' 4 f Steven M. Mullet, Mayor 0 s % : j2 - Department of Community Development Steve Lancaster, Director Nk ............ / 4 � 0 � • o ..--- . 1908 -- Z June 13, 2002 , • Ms. Julie Lawton re 2 1201 Third Avenue, Suite 2350 v v 0. Seattle,WA 98/01 U O RE: CORRECTION LETTER #1 to REVISION #1 -' 1 Development Permit Application Number D02 -020 w 0 K.C. Airport Hangar Project • 2 71 Dear Julie: ( 3 . d = w . This letter is to inform you of corrections that must be addressed before your development permit can be z H'. approved. All correction requests from each department must be addressed at the same time and F- 0 reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, w w the Planning, Building and Fire Department have no comments. 2 m U f O N; Please address the attached comments in an itemized format with applicable revised plans, 0 H specifications, and /or other documentation. The City requires that four (4) complete sets of revised w v plans, specifications and /or other documentation be resubmitted with the appropriate revision i - H block. LL ' O . w In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have - _ ` O enclosed one for your convenience. Corrections /revisions must be made in person and will not be z accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl . xc: File No. D02- 020 I , ? \. t . 7 ,,,, fir c 1 - :5';.; 1 ''tl. t `S1 Q 6300 Southcenter Boulevard, Suite #100 • Tukwila Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 ' "t a . !. ...!, r. ' d r . r e ......r....C.... ✓... .;. L'.... <u...,.....! - .... .. _ ... _. ...... .._ .w...«....«....w.. ....... -«.., r.....nm.w. ♦.nr.yv CkitWlf !2, ............ .(1/ 64( 4 9- \ City of Tukwila Steven M Mullet, Mayor Th —1 , d ‘ ct ;49' ,1 : u , Department of Public Works James F Morrow, RE, Director • • A / , ................. , 1908 - - fr .c PUBLIC WORKS DEPARTMENT COMMENTS 6 5 • DATE: June 12, 2002 o 0 co w W PROJECT: K.C. Airport Hangar Project —J LL, 1 • 8701 East Marginal Way S 0 g PERMIT NO: D02-020 u_ Eg2 a w PLAN REVIEWER: Contact Mike Cusick at (206) 433-0179 if you have any questions regarding the following comments. z UJ uj 1) See attached redline drawings for comments. 0 ( a w w w — 0 , z u) , 0 1 4, rgl 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-433-0179 • Fax 206-431-3665 ...� ,. , PLAN REVIEW /ROUTING SLIP • ACTIVITY NUMBER: D02 -020 DATE: 07 -24 -02 PROJECT NAME: K.C. AIRPORT HANGAR PROIECT zz SITE ADDRESS: 8701 E MARGINAL WY S ,f- re w • i Original Plan Submittal Res to Inco Letter # o v 0 i 0 X Response to Correction Letter # 1 +0 X Revision # 1 After Permit Is Issued w = s J co DEPARTMENTS: g J u- Q Building Division ❑ Fire Prevention ❑ Planning Division ❑ = d Public Works X_ Structural ❑ Z H ❑ P ermit Coordinator Z� DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7 -25-02 2 Ill • 0 Complete ❑ Incomplete ❑ Not Applicable ❑ g H Comments: = W 0 I— • O . i Permit. Center Use Only til Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: I V —,, _ O I- Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z ( TUES /THURS ROUTING: . Please Route cd Structural Review Required ❑ No further Review Required ❑ , . REVIEWER'S INITIALS: DATE: 7/2 . tc/ej7, 1 1 APPROVALS OR CORRECTIONS: DUE DATE: 08 -22 -02 Approved ❑ Approved with Conditions g Not Approved (attach comments) ❑ i Notation: { REVIEWER'S INITIALS: - � DATE: 2 '1 .2- •/ — 11 ' l .t: , Permit Center Use Only t tb CORRECTION LETTER MAILED: ri Departments issued corrections: Bldg 1:1 Fire ❑ Ping ❑ PW ID Staff Initials: +,; , : I A ...nil' Av. 1 Documents/rouling slip.doc 2.28.02 `T p ■ . PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 1 ACTIVITY NUMBER: D02 -020 DATE: 5 -31 -02 PROJECT NAME: K.C. AIRPORT HANGAR PROJECT z SITE ADDRESS: 8701 EAST MARGINAL WY S w • D Original Plan Submittal Response to Incomplete Letter # v Q CO Response to Correction Letter # X Revision # 1 After Permit Is Issued w = . 1 to o . 1 W f G } DEPARTMENTS: g J LL.a Building Division ❑ Fire Prevention ❑ Planning Division ❑ N d Public Works Q Structural ❑ Permit Coordinator Z H I0 — w 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 6-4 -02 2 Q U Complete ❑ Incomplete ❑ Not Applicable ❑ O 9 Comments: W W I— ; U. I Permit Center Use Only 1.. Z • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U 2 O ~ Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ ' REVIEWER'S INITIALS: DATE: '; APPROVALS OR CORRECTIONS: DUE DATE: 7 -02-02 j Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Igr Notation: REVIEWER'S INITIALS: DATE: ;.,;, °; i Permit Center Use Only t . c rt -,,..,, CORRECTION LETTER MAILED: k ... 13 102 " ` , • Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW' Staff Initials: Sit3 a =1;r' � , PERMIT COORD COPY as Documents/routing slip.doc 2- 28.02 ",., ? w sy City of Tukwila . , \;y'", Department of Community Development - Permit Center w (4-5),k ` t _ Io . 6300 Southcenter Blvd, Suite 100 N ‘ ... ; j/ / ' . Tukwila, WA 98188 , •..." ....- "•�•'' P (206)431-3670 19o8 - z fi 1 c4` � " , 'r t 1, •i i,a -r� v lr � i4 it �J t } t s s i C+ . l s + - �,, , iii' i . i - 1 r r . t . ( RE t ISTON . SUB T A , ' i x yr '; re W C '�s lN"�atk {J�,r�t r''�S r 8 dal M12 fi try � �1�.... . . .. f t j 1 .:- .. i7` .. s . R . } .. ':.':=1:': l.. ~ , >,., t.�.�`�_..,. ,. ... .S r. ,, � t�. ��. s l.�., .,G �. ,. � S. ,. .. ., . .. rnx. 4. ... +.. �: � � ;i � i J V Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted to o through the mail, fax, etc. w =' J f- N O Date: L� / / /�� , w Plan Check/Permit Number: 2 y g J 1 ❑ Response o Incomplete Letter # N a 1 ❑ Response to Correction Letter # = i ❑ Revision # after Permit is Issued Z 1.- zF // 2 m : P Name: J�Jiop / /J� v o . G Project Address: 9 / / f4'f/ i/ ' p �. Contact Person: /JJJ /► A ... Phone Number: pfl > �� n9/(5 = W Summary of Revi ion: /�/ - 0 . ,A ,ii, AMFASI PO �p // ,1 G j CSC / 3 o� . z h. i • u RECEIVED • CITY OF TUKWILA MAY 1 's ?flf7 L PERMIT CENTER 4 i7.6 r :.,,.. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision : eq. .." . Received at the City of Tukwila Permit Center by: Entered in Sierra on 08/30/00 f: ; t :,. 1 PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: D02 -020 DATE: 5 -31 -02 PROJECT NAME: K.C. AIRPORT HANGAR PROIECT z _- j SITE ADDRESS: 8701 EAST MARGINAL. WY S 1- w re n i U Original Plan Submittal Response to Incomplete Letter # c 0 0 1 u) Response to C orrection Letter # X Revision # 1 After Permit Is Issued LLI N i L WO 2 QQ DEPARTMENTS: LL Q N } Building Division ❑ Fire Prevention ❑ Planning Division ❑ I W Public Works Structural ❑ Permit Coordinator CI ? I=-• ZO �? DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 6-4 -02 2 0 U N Complete ❑ Incomplete ❑ Not Applicable ❑ 0 - Comments: w w ~~ L - 6 O .: Permit Center Use Only. LLI Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 1 H Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff. Initials: Z TUES /THURS ROUT G: k Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITI DATE: ,O (,, .o 6 /a 7 APPROVALS OR CORRECTIONS: DUE DATE: 7 -02 -02 I Approved ❑ Approved with ditions ❑ Not Approved (attach comments) ! Notation: i . REVIEWER'S INITIALS: I' l/ 1 24J-i'--- DATE: , ':• = 4 ; e `, .. i . Permit Center Use Only : !fiat I CORRECTION LETTER MAILED: r =' Departments issued corrections: Bldg ❑ Fi re ❑ Ping PW ❑ Staff Initials: t p g g ❑ rq,; -aA t � r , 1 rierA 1 Documentshouting slip.doc < ; ,' 2 -28.02 Qf4 cri�JRr , r't X ,, A 0 , 3 }):; , eiu •; . .. .. :r. , _...... n., „ ..v «..•• - • . . .« . . . . • . . . , .. « .. ,... , .. .. ,.. _.,.................,,.,.,,.......-. na- w• ne,> mx,. wu` .rmae4+^at/'khib'Ei♦'s��"fU.'. , PLAN REVIEW /ROUTING SLIP ACTIVITY'NUMBER: D02 -020 DATE: 5 -02 -02 PROJECT NAME: KING COUNTY HANGARS z f SITE ADDRESS: 87.01 EAST MARGINAL WAY S E- z ix w i Original Plan Submittal XX Response to Incomplete Letter # 3 v v o 7 N 0 Response to Correction Letter # Revision # After Permit Is Issued co = N U WO DEPARTMENTS: g 5 u.. Q Building Division Fire Prevention ❑ Planning Division ❑ = w i lId�ss Structural I— = i %iltd ..2,4:40. z� ❑ P ermit Coordinator Z I— P b 2 D DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5-02 -02 U 0 Complete El Incomplete ❑ Not Applicable ❑ O N 0 I— Comments: = w I— V U- F Permit Center Use Only Z to INCOMPLETE LETTER MAILED. LETTER OF COMPLETENESS MAILED H H Departments determined ..inc lete: Blcl ❑ Fire El Ping Z P S 8 � PW ❑ Staff Initials: TUES /THURS RO ING: Please Route Ai Structural Review Required ❑ No further Review Required q q ❑ REVIEWER'S INITIALS: DATE: j APPROVALS OR CORRECTIONS: DUE DATE: 5 -30 -02 • Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: ��' liAl I REVIEWER INITIALS: DATE: Permit Center Use Only Ca i : CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 1 °gig 'R . a "' Documents/rouling slip.doc 2.28 -02 teg s: ',a f ..:. .. ,, '.r .�. ..:.v4 .... ..: r. .:.. �.�.n.� <.x,,: � :..c�,.�. -• .N ... .. ..:.. .. .... ..:�..,,aw..,» tatT°bt. do•,: ,... � ..,. ..... �. u. a9Ylw:: N..' Nakrutt> M1irb± Efl �q' iis+ frrh` M?5�r5�' ASAJPk' �" k:+ L�k�Weh7�!+{CVgfHIMZL»1�Y!1#'�� kJ.�.. ---- ..�Wqo r City of Tukwila o1 �'` z r 'r Department of Community Development - Permit Center (~ ''�� )6( s 6300 Southcenter Blvd, Suite 100 ', N \ ; e l i �,, . Tukwila, WA 98188 ,,• .""•••••• i "•'' .. (206)431 -3670 , , 1908 _- . r;�f]' {f� IS .�f �R't 4t r .TU'r i .. ,, t� f j r M. d t � � a � . tr .C, ,' �x �, ;, .� ,. ;' ` ?� t , 5 ' , STON SUBMI rt r r , , r re 6 1.1 C 4r 10. �.4I .!4 f!� s Vi`t'a+. " �.i .h n, i r:'y.t+:i4 ... ., i ,. ■, . , . >a. ....+. ..,. .■ .. .. .l , . t ' t .,:': ?�. aa J U . Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted N o through the mail, x, etc. w I f i J H CO U W O Date: 0570 Plan Check/Permit Number: 4 — 2 2a 2 i I Response to Incomplete Letter # 3 u_ a C a ❑ Response to Correction Letter # I- _ ❑ Revision # • after Permit is Issued ? 1.- I— O Z I— Project Name: / u Co /,v1-1 4 ,, / 1 -0 [ ( ' L 4 , . D 0 . U O N Project Address: 470c , . ( //y t H / w I Contact Person: /1.1. Phone Number: 206 X Z Sg ZZ v 1 Summary of Revision: - 0 /xl,,.vai A 6Z-44-44 ( ^ u a !! i.9 7Ced/'�� /d ( / /4 l e. ii Z iii Z ■ , l due 1 „ e/ -00,13 e ./ 5.i-o - 1 CI OF TV j Mil .. 9 9002 . PERMIT ukNTER Sheet Number(s): G - 3, 2 3, 6 3, 7S 1 s£ � '" "` ofr :. N. �} , "Cloud" or highlight all areas of revision mcludi g date of revision Received at the City of Tukwila Permit Center by: 5 : , 1 ' E] Entered in Sierra on I .+3 miati4 3 7 08/30/00 ,:t- ,,�'p t. :i .. .. .> .. . <.7'. ,.. .: SJ:.� ;$Q»(�, v. ,�... s,,,,,�.,...$,........e... ....�.,....0 - _... ..... ...... ,.. .. « .,,. ..W.,ww.. «.•.� „a«r.w.., « .,..y.M.....,.rwwpwv!.+e�l I:vMIt2Yt�iMMNs .. ' rqV �J��jJILA, i i Ci of Tukwila •0 Steven M. Mullet, Mayor N 17:a , 2 Department of Community Development Steve Lancaster, Director 1908 _ -- z May 1, 2002 ; 1 Julie Lawton 6 g 1201 Third Avenue, Suite 2350 U O Seattle, WA 98101 , N 0 co w i _J� U) u., RE: CORRECTION LETTER #3 w 0 Development Permit Application Number D02 -020 King County Hanger u_ ¢ 8701 East Marginal Way S w a = w . ,_ Dear Ms. Lawton: z F- • Z 1: • This letter is to inform you of corrections that must be addressed before your development permit can be w w' approved. All correction requests from each department must be addressed at the same time and v o, reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, ` .p N the Building Division, Fire Department and Planning Division have no comments. H w ua` 0 Please address the attached comments in an itemized format with applicable revised plans, u_ � ; specifications, and /or other documentation. The City requires that four (4) complete sets of revised iL z plans, specifications and /or other documentation be resubmitted with the appropriate revision U co block. ~O H z In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have i 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, please contact me at (206)431 -3670. { Sincerely, iluputdu 4-eci } ( Brenda Holt - :- Permit Coordinator �,t; --? F• ( 7[ ' -, it encl 41 xc: File No. D02 -020 ' 4 F 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 , <-::4 s , .. , ., . ,. , : , .....:. • .,.. ..::.:.> �... ,;,: ..,, h x >.:_.A.:,NU,i,.;u., xW . ..,, .,...._ �.. -.. _ �d4.1'.f«An M . .. a,,..w.,,,..»a,•:W . aFi ' PLAN REVIEW /ROUTING SLIP f ACTIVITY NUMBER: D02 -020 DATE: 5 -02 -02 PROJECT NAME: KING COUNTY HANGARS z SITE ADDRESS: 8701 EAST MARGINAL WAY S z • re 6 v Original Plan Submittal XX Response to Incomplete Letter # 3 v O 0 Q i Response to Correction Letter # Revision # After Permit Is Issued J = I I— Nu O i DEPARTMENTS: LL Q Building Division Fire Prevention g ❑ Planning Division ❑ = C! Public Works Structural w ❑ Permit Coordinator ❑ Z H F- O Z I- W ' DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5-02 -02 2 n n p Complete ❑ Incomplete ❑ Not Applicable ❑ 0 H C omments: = W i U u ' O Permit Center Use Only LLI Z N ' INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 1 Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z Z TUES /THURS ROUTING: !. Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: 1 APPROVALS OR CORRECTIONS: DUE DATE: 5 -30 -02 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: R A, REVIEWER'S INITIALS: V\ DATE: 2 u - c---- ' N t 'ti ` FS Permit Center Use Only "; x4 f , ' F„ CORRECTION LETTER MAILED: ' : t f4` Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: OO 4,u3; , 43 ., Documents/routingslip.doc � .' 2-28-02 Y„ r !. tit { +y 50, Y .. ...: I.' ... .. yl,v.. n.. {n�•J •1» ..:..5 "f'��i..�. t. y�. �f. 1H�"l nrj:e +..�.f.v�.auiF...x... K. ,.. 4....YL+?%:�id.i.. wwzt`ar�w.rf. +ew�a ..rw...... .. ....... . .,.. , PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -020 DATE: 04 -26 -02 PROJECT NAME: KING COUNTY INT'L AIRPORT a i I_ SITE ADDRESS: 8700 EAST MARGINAL WAY re w 6 Original Plan Submittal ,Response to Incomplete Letter # 0 O i co W XX Response to Correction Letter # 2 Revision # After Permit Is Issued LLI z - w O 2> DEPARTMENTS: u.. Q N d Building Division ❑ Fire Prevention El Planning Division El -±- I— 11 P Mic Wtk Structural ❑ Permit Coordinator i Z d Z I- W tu DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4-30-02 2 0 s 0 0 . ' Complete Er Incomplete O N Com p p ❑ Not Applicable ❑ 0 H Comments: = W LL' O Permit Center Use Only LLI N 0 INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O I F. Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z . TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 5 -28-02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 2 .._. Notation: "` ' REVIEWER'S INITIALS: DATE: . ... . Permit Center Use Only CORRECTION LETTER MAILED: --- " ,, ' Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW [( Staff Initials: g 't' y ,,,..,t,, t 1 43 :tiii ssr. Documents/routing slip.doc a w t ; 2-28-02 '" 7:ta ', 4i ---'\ .. City of Tukwila of , r % Department of Community Development - Permit Center __1(,...--viw, a ,.n� o ; 6300 Southcenter Blvd, Suite 100 01 r P 2 Tukwila WA 98188 •• • • N (206)431-3670 s08 '' ( ) ..--- Z , 6 rcf•{.AD r , • q , h i+� 1y �K S�' y �:s yy t a �.. .y * ti Al: h i t '. re s ilq'+ i " v ` Z tli iM !��'lJ(�ik � ? �7i4 :;r 1 t4 ;q a � 1 t I;;'� F7 F t ^ ' , ],- z, `� ' .- : ^ I�/ w n T . REVISI SUBMITTAL ix r �. ;ti .� "� 1 FC t:y.' F S f ,�. t t7 �t rA .:... ... r ?�,, t . Y si ,� ' .. . `rir. i . �• .. a� i',. t: ' u l —1 C.) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted w o through the mail, fax, etc. w w fi J H r/ z / - _ Date: Plan Check/Permit Number: d 0Z0 2 1 J ❑ Response to Incomplete Letter # u_ D N d Response to Correction Letter # H w . ❑ Revision # after Permit is Issued ? ~ zo w I !! L U � 1 , Project Name: Kr Co �' /f /4rr�bf J� Li- /7 X.h' . � v 0 1 Project Address: Ff 700 ,� ofd � �a G� y p H I Contact Person: G /o ,) A GJ iJ ( Phone Number: 9 6 Z•s & 111 i ZZ v Summary of Revision:: u_ 0 /AI tier /- fecMi 0 ter ti) 4 14 L I 7Iis shreJ C- A4 w O H Z I ‘ . i RECEIVED CITY Or TuIM/tLq . Aon1r PERMIT CENTER l"?'"L Sheet Number(s): 6 3. `. "Cloud" or highlight all areas of revision including date of revision t ��rr !x. e. ' '4 -1 Received at the City of Tukwila Permit Center by: v�-� "` Entered in Sierra on 170' .,;. 08/30/00 '. „ ";W ,.421..:, ,?111 z. • w.'. .• ....." .,':,. ,....: , :,:..i; i..�- :%,..:,ci::i.:: .. w:.r,...;.�.. «.s..w..,.t,L- ,......w...w. ........ .. . _ e....,..w«.MM, e...,..,..+u.mw..rovsroaus . m. II 1 Th■ OW ■ EMI/ Consulting �itgineers LET'S ..R OF TRANSMITTAL 1201 Third Avenue, Suite 900 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 Date 4/26/02 f Job# 101183.2 1 To City of Tukwila Project King County Intl Airport i Lot 14 Redevelopment 6300 Southcenter Blvd. Re: Permit Plans Revision Sheet i T ukwila, WA 98188 -2544 Q . HZ Ill I �� f Attn: Mike Cusick, PE p ' 1 We are sending you the attached- See description below (0 p 0 w Via: Courier 2 Hour IJJ H U) tom a w O 9 ' s Copies Dated # of Shts. Description. G 2 4 4/26/02 1 22x34 sheet C -3.6 revision "E" g 4 4/26/02 1 22x36 sheet C -3.6 revision " E" = d _ ' Z~ Z O, 3 2? t D o t O — 0 F-: l 0 9 These are transmitted- for approval LL 0 , Remarks: 111 Z I Mike The reason that the inverts are not all downstream is that KC SWDM requires the inlet of the z'- coalescent plate oil /water separator to be submerged. We did have the invert to the vortechnics . I , structure too high. This has been revised. Also a slope calc on the bypass pipe was off, but the . inverts were correct. 1 The submerged criteria for the oil /water separator has created the flow control structure to have some water being held above the IE of the outlet pipes. We will study this further and may revise it. We will CC you on revisions deemed beneficial to the operation of the facility. We will address these as field revisions during the next construction document revisions. Please feel free to call with any questions. 1 Lloyd A Wind • 1 `:X , 031 ,'4.1 J Copy to: _ , .' v Co Julie Lawton Seneca Group / — k f file Sig : f,, 40$04,. \ \ntservcr2 \civil \101000 - 101400 \101 183 (kcia lots 13- 14)\admin\xmtls \trcot042602.doc i , Yi 1 April 26, 2002 . ;1- w i 6 Mr. Rich George _, 0 Austin Company N Q 18000 International Bl, #300 (0 w Seattle, WA 98188 - H N LL RE: CORRECTION LETTER #2 wo Development Permit Application Number D02 -020 u_ . King County International Hangar Improvements N 8701 East Marginal Way south = d - . H _ Z I.-, Dear Rich: z O ; This letter is to inform you of corrections that must be addressed before your development permit can be 2 D • approved. All correction requests from each department must be addressed at the same time and U reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, 0 0 I— the Planning, Building and Fire Department have no comments. W w Hv Please address the attached comments in an itemized format with applicable revised plans, V- O specifications, and /or other documentation. The City requires that four (4) complete sets of revised iii co : plans, specifications and /or other documentation be resubmitted with the appropriate revision block. z ~ ' In order to better expedite your resubmittal, a `revision 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, please contact me at (206) 433 -7165. Sincerely, 1 _A Stefania Spencer Permit Technician , r 'Y' .•Y... 1 xc: File No. D02 -020 , ,, 1 { i ,l'p N s pn 2 r lit1. '��' tr y t :vs >i i.� 1 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -020 DATE: 04 -26 -02 PROJECT NAME: KING COUNTY INT'L AIRPORT z SITE ADDRESS: 8700 EAST MARGINAL WAY i- w • re Original Plan Submittal Response to Incomplete Letter # -J 00 co 0 XX Response to Correction Letter # 2 Revision # After Permit Is Issued CO = J I— ! N LL DEPARTMENTS: g ii. Q . Building Division ❑ Fire Prevention CI Planning Division El = Ci Public Works Structural ❑ Z H ❑ Permit Coordinator Z 0 IIJ Tues. Thurs.) 2 w DETERMINATION OF COMPLETENESS: ( ) DUE DATE: 4 -30 -02 = � Complete ❑ Incomplete ❑ Not Applicable ❑ 0 H Comments: w w I- H P-- 0 Permit Center Use Only w Z to INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H H Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z Z TUES /THURS ROUTING: Please Route ❑ Structural Review Required C] No further Review Required ❑ ? i REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 5-28 -02 Approved ❑ Approved with Conditions v.1 Not Approved (attach comments) !i, Notation: x ' REVIEWER'S INITIALS: M. 1 Ov DATE: S/f / ; , - ' : Permit Center Use Only ' " ,, CORRECTION LETTER MAILED: ' IO WA , l Y " , ' 1 Departments issued corrections: Bldg ❑ F ire ❑ Ping ❑ PW ❑ Staff Initials: '' n P g g i.: ' '� : iii, � otrj,F: ' ifedt* 7 DocumenWrouting sllp.doc Oro , I. 2.28.02 T �� 1 e , r. . ` _.,.......„, 1 : q....*.i... ........... : .................. ''' City of Tukwila iliA 1 1 GI ; Steven M Mullet, Mayor , i C ' , t ... .1f.' , :8 , • ' si '', ' tf \ a../=.- Department of Public Works James E Morrow, RE., Director ... . ) ', 'IR ................. ..* pi -- ' ‘ , - „..........- --- 1 z • 3 1 PUBLIC WORKS DEPARTMENT COMMENTS re 2 I 6 D -..1 0 0 0 DATE: May 2, 2002 w a u) UJ LU i PROJECT: King County International Hangar Improvements • --I I-- , 0 IL , u i 8701 East Marginal Way S. . 0 , . < _ . w -1 • PERMIT NO D02-020 --- , U- < 1 \ -' • a I— ILI PLAN REVIEWER: Contact Mike Cusick at (206) 433-0179 if you have any questions i ' t-- o regarding the following comments. z 1-- W W ; 1) Revise storm drainage so water does not run uphill. 2 D D CA O (,) 611th O 1- y ud Z. Uj u) ■ e e i ; -- • ', ,%`...,:x'77.7, i en< ti,it‘iir to 're rAr.. 44 ; 1 riP..4 i 1 lit4;;_fa 1 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-433-0179 • Fax: 206-431-3665 ,,,......,...„ ; �`. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -020 DATE: 04 -15 -02 PROJECT NAME: KING COUNTY INT'L HANGAR IMPROVEMENTS z SITE ADDRESS: 8701 EAST MARGINAL WAY S ~ W Original Plan Submittal Response to Incomplete Letter # 0 p 0 XX Response to Correction Letter # 1 Revision # After Permit Is Issued co = Apki•L �rsP &*/ZM) VO ANN/ 2 �c DEPARTMENTS: 5 I Building Division co g ❑ Fire Prevention ❑ Planning Division ❑ = d 1-.•w I i rre ork Structural ❑ Permit Coordinator ? ex_ W F- uj DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4 -18-02 2 n Complete ❑ Incomplete Not Applicable 1- C r p ❑ pp� ❑ Ot— Comments: w W 1-- I I - —O Permit Center Use. Only lii } INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O H Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z i TUES /THURS ROUTING: 1 1 Please Route ❑ Structural Review Required ❑ No further Review Required ❑ I REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 5 -1 6-02 i Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: ; may.. f4�.� REVIEWER'S INITIALS: DATE: ''t#a Permit Center Use Only '.Y �,i r' CORRECTION LETTER MAILED: ^t .2Gr a PL4.2. 011)0 S F a i lla Departments issued corrections: ' Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: ` v .,', 'Mitt z,i4,3 Documents/routing slip.doc 2.28 02 01' wr.: ■ -. . ^ray• ..',� C.. n,n1:.. .... .a........ l• ,.�...._... n... cu. vr. u,:..iu1'l •• d�u c..t lS tl'a'✓a'.J�I a'.. �,ia.:tu: K .'txNd. 411WMYN.Mnr+wi.e�e..i.+.�.... _..... ... ., .... ... ,,......_._.. ... ,, . ..... .... .... ...... ... _. ....... ..,........ „.,+. .... uw .m • • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -020 DATE: 3 -25 -02 PROJECT NAME: KING COUNTY HANGAR Z i SITE ADDRESS: 8701 EAST MARGINAL WAY SOUTH 1- z . Original Plan Submittal Response to Incomplete Letter # v 0 0 . o X Response to Correction Letter # Revision # After Permit Is Issued CO = J 1..— -, N O i I DEPARTMENTS: ,0 n g 5 J AV mN L1_ VIlAd CS.' 3_ag-a2 Oict, CPL � -af(-0�- N Buil mg Ivision m Fire Prevention El Planning Division ❑ = CJ Public Works Structural Z H { V ❑ Permit Coordinator I(( — I w 0 I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 3-26 -02 2 D i Complete v 0 Com p ❑ Incomplete ❑ Not Applicable ❑ O — OH Comments: w w H u. O Permit Center Use Only til Z co INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: � I Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: O ' Z TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: i APPROVALS OR CORRECTIONS: DUE DATE: 4 -23 -02 I , Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ l — lit', ' Notation: { REVIEWER'S INITIALS: DATE: "° �, � is 4. 0:At "s� Permit Center Use Only ? �a ? „„ rt ,' . � a ca �10�. . CORRECTION LETTER MAILED: S POI � . Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: „,, , µVx. :job °,f °��'Sk�^ � t'J��.S��r Documents/routing slip.doc 2 -28.02 aim ,� ° " ;Oa' ? . w y "• i• ?. J';..''. :: .'. :: '.. .�:4 �-.:.,: .:.' ., ...::.. .br. n... ... ,�.e...4+.vJ�. .... : pit .W y .. .. OaeMR.Y .. ? MIMMMSOMTwv +e.e.w[wA•o.uAruaw... .... ry ap . .. Iwewsrrrn•a•vv nnr ....va..,. +o.....,..._e.....,, .. -._. ...,...... .• .... .... .. ..... .a... . � **��' . City of Tukwila 1 , \1:' Department of Community Development - Permit Center ,�• , ` ~1i + j ' 6300 Southcenter Blvd, Suite 100 s �„�� p ; , 0 \ 1 � ,1� i . Tukwila, WA 98188 ., '.,' •••...,...wwnM.•• o (206)431-3670 (f1 , . 1908 Z 1 > a g ,� � -,xt a � t . ? � '" , . u . �Y ; f "';T i 3 i � tiN. �jY , 1 -1 � � r, � �x �, K��eF !. Ffa+`� �'$�� i;�, $trx�t us � la.. � r 3 e i` I 3 . , �6y {�� 3C {r q,` � B"�sa� H '�JlpJ�,i »t` , ?.. �� W w i'Aa�R:.;. «�a .n „ <f:�',`. A , $t z, :� y i i . i i z z r A V �k F R (y. p XXXX F ' Y '( �^ S�rM�, , : SirBMITT _ �. t� 7 � }�.t i 4 l caii; hs. F` 4t A + ;g,i t ' , 1k . ; ..; : ... ,. ,, 1 .".:..rr't!.; : r n:4:, p,v, , e4,t t .;. } F�giAis! r lk»,P.<�t! Fi 4 n,oV i,M14cz,c4-4* {Vi.f%1 W'10. Revision su bmittals must be submitted in person at the Permit Center. Revisions will not be accepted m p through the mail, fax, etc. w =' J1- 1 CO u. W O : Date: 3 -es O Z Plan Check/Permit Number: D02-020 uj 0 J. 1 0' J,1 r' /47/27fe'ic 0 El Response to Incomplete Letter # 1 N CY Response to Correction Letter # 1 ~ z ® ?1.- El Revision # after Permit is Issued Z O I-' w 2 n ; n o Project Name: KING COUNTY HANGER o co 1 Project Address: 8701 East Marginal Way S • �. u O . 1 Contact Person: Julie Lawton Phone Number: �j Z, I. : ry � /�� %(fir `'�i (l �/� / n 0 • H Summary of Revision: C l/ 5/G�,2 S /f 5 I // ll"�� /r9 • i / /. '/ )//� %� l %A' z RECEIVED 0 CITY OF TUKWILA MAR 2 5 2042 PERMIT CENTER � ,:� ti i^ f ,, : i WILW Sheet Number(s): j . iii, "Cloud" or highlight all areas of revision including date of revision r . `S �i``;;-��i Received at the City of Tukwila Permit Center by: Entered in Sierra on 3-25 - 02- t:,, 02/28/02 tl • �11LA r . 64 • zI of Cit y f Steven M. Mullet, Mayor W L .wr. - %.:0 i -a ' ;o� 2 , Department of Community Development Steve Lancaster Director 1908 -- : d - - Z :+ February 28, 2002 11--: '~ w • ce , Julie Lawton 1201 Third Avenue, Suite 2350 v O I I Seattle, WA 98101 u 0 1 w= (Ou RE: CORRECTION LETTER #1 w 0 Development Permit Application Number D02 -020 g King County Hanger u. Q 8701 East Marginal Way S = co d H w = . Dear Ms. Lawton: z. � Z : This letter is to inform you of corrections that must be addressed before your development permit can be w La approved. All correction requests from each department must be addressed at the same time and v p reflected on your drawings. 1 have enclosed comments from the Building Division and Public Works 0 -- 1 Department. At this time, the Fire Department and Planning Division have no comments. 0 I-- I Ili w Please address the attached comments in an itemized format with applicable revised plans, u _ P . specifications, and /or other documentation. The City requires that four (4) complete sets of revised Z' plans, specifications and /or other documentation be resubmitted with the appropriate revision U 0 block. ` l Z { In order to better expedite your resubmittal, a `revision 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, please contact me at (206)431 -3670. Sincerely, ( ifitikaa , i CI V I) Brenda Holt j Permit Coordinator 1'1,` x xc: File No. D02 -020 "f �{` 0 ,�'v, = 4 -t ,a , r . , N ,A„ 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 - - ;;;,z1 i ■ At PLAN REVIEW /ROUTING SUP • ACTIVITY NUMBER: D02 -020 DATE: 04 -15 -02 PROJECT NAME: KING COUNTY INT'L HANGAR IMPROVEMENTS i SITE ADDRESS: 8701 EAST MARGINAL. WAY S re a Original Plan Submittal Response to Incomplete Letter # v o N XX Response to Correction Letter # Revision # After Permit Issued W = i CO U_ 1 WO DEPARTMENTS: u < co Building Division ❑ Fire Prevention ❑ Planning Division ❑ . H W Pub Works Structural ❑ Permit Coordinator ❑ ? F ZO W W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4 -18-02 U p . • Complete ❑ • Incomplete ❑ Not Applicable ❑ p 1 Comments: = U Permit Center Use. Only U N INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: I H Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z • TUES /THURS ROUTING: ` i Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: 001YY\ DATE: 7/11/0Z i i APPROVALS OR CORRECTIONS: DUE DATE: 5 -16-02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ( - I ; Notation: 1 ',:i;'' tv ` REVIEWER'S INITIALS: DATE: �2G ��. �'r =� : ;it% gi • Permit. Center Use Only t,:. ; v ...4,,,..;;; CORRECTION LETTER MAILED: s'iu ' Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: , *�;,; .1.1...ii‘i • ttergs Documents/routing slip.doc AMP 2.28 -02 l ;�. .u.,.. • ..2 .' ,...:. aa.:,_.,: µ... a::<:..ac<z,.r:.._,.......,,... ....., ......,.....�,...., ., „...wa > 1 , l . ) c e_ea..--- e 44 / 3 7 7 e SASS PLAN REVIEW /ROUTING SLIP 16 ACTIVITY NUMBER: D02 -020 DATE: 3 -s -02 PROJECT NAME: KING COUNTY HANGAR a SITE ADDRESS: 8701 EAST MARGINAL WAY SOUTH re W 6 5 Original Plan Submittal Response to Incomplete Letter # v CO o 1 U) w X Response to Correction Letter # 1 Revision # After Permit Is Issued i I 2 w w I 2 S DEPARTMENTS: g J¢ cn Building Division Fire Prevention ❑ Planning Division ❑ Z a t- mw Public Works Structural ❑ zI Permit Coordinator ❑ Z i t- ` l � � DETERMINATIO ,OF COMPLETENESS: (Tues., T DUE DATE: 3-28-02 2 p U Complete Incomplete Not Applicable El o 1- N Comme s: « . may A 2 t= d CoMEMbac t.. t . VATS) 13'FE b2. is w w I H 0 - -a ' i�.•._ =-, _to_ • PA � ..0. • _ rte 4P.. =�l.U. •A • e. - u. O Permit Center Use Only w N 0 — i INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O I Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: Please Route 2 Review R-• •red No further Review Required El .-. OZ i REVIEWER'S INITIALS: Pa r4 DATE: 3 0E0 1 { ^/ J 1V APPROVALS OR CORRECTIONS: DUE DATE: 4 -x-0 Approved ❑ Approved with C onditions %. Not Approved (at ach comments) r,� Notation: ow�5 " d- r (b ) - t - 1 - b • i - 31' 7 P ` ' fit 3 •f' REVIEWER'S INITIALS: DATE: _j_h x �?. _l_o Permit Center Use Only ' `• t- :;� ., it's., CORRECTION LETTER MAILED: �, A Afr,p ls ))��T4,'�'• 1�f 41 Departments issued corrections: Bldg El Fire ❑ Ping ❑ PW ❑ Staff Initials: ?,.i�, xs . . liv.51„/„.4,4, , , , ...i.,,,„f,,,o Documents/routing slip.doc ^A •'r kn,Ctf� 2 -28.02 ., 1., :. a'.Y,,,�. gi,, I * . PERMIT NO.: �2-- OLD TENANT NAME: _ ` , _ CO' ,17 - 2 BUILDING PERMITS INSPECTIONS CONDITIONS ❑ 1 Progress Inspection Status 10001 No changes will be made to the plans unless approved t :. Pre- construction by the Engineer and the Tukwila Building Division ■ 3 Investigation �i 10002 Plumbing permits shall be obtained through King Co ❑ 4 OK to Occupy r4 10003 Electrical permits obtained through L & I Z ❑ 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit ' z z ❑ 6 Follow -up 10005 All permits, insp records & approved plans available '~ W 10006 All structural concrete shall be special inspected CC 2 ❑ 7 Pre -Move Inspection QQ ❑ 50 WSEC Residential P"..! 10007 All structural welding shall be done by WABO certified J U ❑ 60 WA Ventilation/Indoor AQC inspector C) 0 ❑ 70 NLEA Inspection /Modular Struct ► � 10008 All high- strength bolting shall be special inspected U) 0 10009 Bolts installed in concrete shall be special inspected N W ❑ 71 Mobile Home Tie Down lnsp �W p p W 1- ❑ 72 Marriage Lines ►al 10010 When special inspection is required...notify Tukwila — 1- 90 Resteel Building Division V) lL 95 Footing Drains ► 10011 The special inspector shall submit a final signed report W 0 100 Foundation Footings 10012 Any new ceiling grid and light fixture installation 2 ❑ 200 Foundation Walls % 10013 Partition walls attached to ceiling grid g 1 ❑ 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment ❑ 300 Concrete Slab /Slab Insulation ❑ 10015 Engineered truss drawings & calcs shall be on site — (� ❑ 350 Crawl Space 10016 Any exposed insulation backing material shall have E .. W ❑ 400 Shear Wall Nailing 10017 Subgrade preparation including drainage, excavation Z H ❑ 450 Plywood Wall Sheathing ❑ 10018 A statement from the rooting contractor verifying tiro j ❑ 500 Roof Sheathing Nailing retardant class of roof Z I- ❑ 525 Plywood Deck Nailing 10019 All construction to be done in conformance w /approved LL) al ❑ 550 Exterior Wall Sheathing plans D o ❑ 600 Masonry Chimney V N ❑ 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project 0 I- 700 Framing ❑ 10021 All food preparation establishments must have King Co W 750 Roof/Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of = U ❑ 800 Floor Insulation 10023 Notify Building Division prior to placing any concrete H ❑ 801 Wall Insulation ❑ 10024 All spray applied fireproofing shall be special inspected — 0 ❑ 802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated uj Z ❑ 803 Glazing Inspection El 10026 All structural masonry shall be special inspected U N ■` 815 Lighting and Controls 10027 Validity of Permit H H '4 900 Suspended Ceiling ►� 10028 Rack storage requires separate permit Z i 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening 10030 No occupancy of building until final insp by Bldg Div ❑ 1110 Pre -Move Inspection ❑ 10031 Comply with requirements of TMC 16.04 ❑ 1115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations. flat ❑ 1120 Pre -Demo concrete O 1140 Pre - reroof ❑ 10034 Removal of septic tanks require approval and ❑ 1400 Final -Fire compliance with King Co Health Dept. 1700 Final - Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect . 8 44 '1900 Final - Reroof ❑ 10036 Manufacturers installation instructions required on site ❑ 3100 Site Visit :4 4000 Special - Concrete 1:1 10038 A C of O will be required for this permit 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 4001 Special- Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 10040 All constniction noise to be in compliance with 8.2 TMC 4004 Special- Welding ' ❑ 10041 Ventilation is required for all new rooms & spaces •- ❑ 4005 Special -High- Strength Bolting O 4006 Special-Structural Mason ❑ 1004 Fuel burning appliances t 4007 Special -Reinf Gypsum Concrete ❑ 10043 Appliances, which generate 0 4008 S ecial- Insulatin Conc Fill ❑ 10044 Water heater shall be anchored0 1009 S ecial -S ra Fire rootin ❑ 10045 Reroof f ❑ 4010 Special - Piling, Piers, Caissons Cl "Anchoring — All new construct and substantial ❑ 1011 Special- Shotcrete improvement shall be anchored t prevent flotation" a '= 4011 4,f -4 ❑ 401 S n Special-Grading, Excav /Fill l � r t`° f rr,�, ❑ 4013 Special - Retaining Wall . 4 ,, i it ,. w t ' ❑ 4014 Special- Panels Plan Reviewer: Date: � cr,. 0 4015 Special-Smoke Control System st° 4Vg.i . Permit Tech: Date: 1 .0 < . _, ' :rG ,''...r ,.., .. ,y..,�,, il•'.FV rtk �,..- .,... nw+ r: v. rw? u. w ,.,:v.f.y�4.xFrf!A "•(Wwrame�r, ,,ii'iki, PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -020 DATE: 3 -26 -02 PROJECT NAME: K.C. Airport Hangar Development z 1 SITE ADDRESS: 8701 East Marginal Way S ,- z • Original Plan Submittal Response to Incomplete Letter # v 0 0 0 X Response to Correction Letter # 1 Revision # After Permit Is Issued w = LU J I_ N u_ LU O 2 DEPARTMENTS: g Q Building ivision g ❑ Fire Prevention Planning Division ❑ CO a Public Works I— W ❑ Structural Permit Coordinator ❑ Z H Z O CU DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 3-28 -02 2 j U 0 Complete ❑ Incomplete ❑ Not Applicable El N 0 E- Comments: w w H I U. O Permit Center Use Only 111 Z ' INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U = O 1- Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: Please Route ❑ Struct al eview Required ❑ No further Review Required ID REVIEWER'S INITIALS: C75-3 DATE: i z_ APPROVALS OR CORRECTIONS: DUE DATE: 4 -25 -02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: t ' i s REVIEWER'S INITIALS: DATE: ; c Permit Center Use Only r ' fi' CORRECTION LETTER MAILED: 1 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials try ,rte! nV � � ,,: w y Documents/routing slip.doc .Y f N , 2.28 -02 �,`u t' : aYr';, Gk . 4111 p i PLAN REVIEW /ROUTING SLIP • ACTIVITY NUMBER: D02 -020 DATE: 3 -26 -02 PROJECT NAME: K.C. Airport Hangar Development z I a SITE ADDRESS: 8701 East Marginal Way S z • re U-1 Original Plan Submittal Response to Incomplete Letter # v 0 0 X Response to Correction Letter # ccow Revision # After Permit Is Issued w = J 1— : N u la DEPARTMENTS: t Q Building Division ❑ Fire Prevention ❑ Planning Division = d Public Works W ❑ S ❑ P Coordinator Z H W O DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 3-28-02 2 D 0 0 Complete )0 Incomplete ❑ Not Applicable ❑ OQ 2 Com ments: W uj IL O . Permit Center Use Only W z to INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U = O Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ( ' REVIEWER'S INITIALS: l„° i DATE: 3 /Z 2 /D Z— 1 "I . APPROVALS OR CORRECTIONS: DUE DATE: 4-25-02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: , REVIEWER'S INITIALS: DATE: , ' x ; •^ 1;1; „ ,� d Y P :. Permit Center Use Only , `� '�'!��., CORRECTION LETTER MAILED: �wlt�; Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: T;; . . 43 Ilk MAW Documents/routingslip.doc �' ' } i 2.28.02 P J? ' . .'1lgfD7U!iMYftt, 1YUs1+* ni' w+ szn' r;... wn . ++wv..,,...• ................. ...........,�:.,.., ., .. _; ..,,,\ ,:.«cam , i PERMIT COORD COPY PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: D02 -020 DATE: 01 -23 -02 z Q PROJECT NAME: KC INT'L AIRPORT - HANGAR DEVELOPMENT ' 1 z re w SITE ADDRESS: 8701 EAST MARGINAL WAY SOUTH 6 D O 0 CO 0 1 _ _Original Plan Submittal Response to Incomplete Letter # J i 1— Nu Response to Correction Letter # Revision # After Permit Is Issued w 0 s fi L? DEPARTMENTS: = a 1.- Bui ldin" t i vision T Fi _ k Pl i g Division Z ~ K � , . l.ay. i e prevention an wv 1'31. . z F- d�'hM'GQ l �2 w w Public Woks _ Structural _ U�. Permit Coordinator 2 m r '3 l� 11119G d�i1.td 1 02 AP 2-13 e2• 1 vo cn 0E- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-24-02 i 0 1 ~ rL Complete 1 Incomplete Not Applicable 1 1 w z U= Comments: p z TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 02 -21 -02 Approved 1 Approved with Conditions Not Approved (attach comments) V^' l �; , •rki F f Ir REVIEWER'S INITIALS: DATE: ( =' ' Dv1(4 d-I 4Y1 1 ------ Ail (M,[ul►G 2 - 2,a - a- rt k! CORRECTION DETERMINATION: DUE DATE r Approved n Approved with Conditions Not Approved (attach comments) ` .r,, �}4�;. ., REVIEWER'S INITIALS: DATE: 'A' '` °' „, t \PRROUTE.DOC ;.glo,t i s y 5/99 P�' �II�T C�� . �� .::, � • MRr Rfl .rrr p Reid iddleton February 7, 2002 File No. 26 -02- 005- 002 -01 f Mr. Bob Benedicto Engineers Z City of Tukwila Planners . , . Z 6300 Southcenter Blvd., Suite 100 Surveyors . Tukwila, WA 98188 o f Subject: Building Permit Plan Review - Final Submittal w F ' King County International Airport Hangar Development (Museum of Flight) cn u. (D02- 01902 -02 w 0 Dear Mr. Benedicto: LL W a . We reviewed the proposed project for compliance with the structural provisions of the Z �. 1997 Edition of the Uniform Building Code as amended and adopted by the City of p Tukwila. We have no comments for the applicant to address. w ui • D We made the following "red- lined" revisions to the drawings per the direction of the N' Engineer of Record in order to clarify the seismic design criteria: o u • ; • Sheet S -100. Specify soil profile type as SF, T = Cv / 3.1 CA, and To = 0.28 T � • o A site- specific design response spectrum was developed to determine some of the n criteria. It was originally reared for the Museum of Flight Buildin v seismic design prepared g Building. F _- _ S UBC Figure 16 -3 for more information. Z Enclosed is one complete set of the construction drawings. We are also forwarding the structural calculations, technical specification, and storm drainage system analysis for your records. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. Washington Oregon Alaska Philip R razil, P.E., S.E. '144 Senior Engineer ' Reid Middleton, Inc. . ':. bjr\ 26se\ planrevw \tukwila \02 \t002r1.doc \prb 728 134th Street SW;+ ;; Enclosures Suite 200 f: G, , >4 cc: Rich George, Austin Company Everett, WA 98204 1 . 1 ;, `l Frank Petrie, KPFF Ph: 425 741- 3800 } � Fax: 425 741 -3900 l s • '.Wyy .•' " PLAN REVIEW /ROUTING SLIP , , ! ACTIVITY NUMBER: D02 -020 DATE: 01 -23 -02 , Z PROJECT NAME: KC INT'L AIRPORT - HANGAR DEVELOPMENT rcW . SITE ADDRESS: 8701 EAST MARGINAL WAY SOUTH w 7 00 1 _X Original Plan Submittal Res to Incom Letter #' w 0 -I 1-- N u r Response to Correction. Letter # Revision # After Permit Is Issued w 0 2 �. �_ DEPARTMENTS: = a i z� w Building Division Fire Prevention Planning Division n i Z I- t . Public Works Structural Permit Coordinator ? o 0 O N DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-24-02 w 0 " Complete Incomplete ( 1 Not Applicable W } w U N S Comments: p t— z TUES /THURS ROUTING: . Please Route Structural Review Required No further Review Requir d REVIEWER'S INITIALS: Y„...—c--t- DATE: 1 Z } { APPROVALS OR CORRECTIONS: (ten days) DUE DATE 02 -21-02 1 . Approved ri Approved wit Conditions Not Approved (attach comm nts� : f at ,), i REVIEWER'S INITIALS: DATE: a h -. �, g CORRECTION DETERMINATION: DUE DATE MIL Approved (1 Approved with Conditions Not Approved (attach comments)' ( ( /•j REVIEWER'S INITIALS: DATE: '`_ es WRROUTE,DOC 5/99 *W , + �'x it 1 Tukwila Building Division 6300 SouthCenter Blvd. 1 Tukwila, WA 98188 206 -431 -3670 ( BUILDING DIVISION REVEIW Z ,�- W • Date: Feb. 13, 2002 . Project Name: K. C. Airport Hanger Development permit application o (Relocate hangers number 2) °, Application #: D02 -020 w i. Plan Review: Ken Nelsen, Plans Examiner N w o; 2 A general Building Division plan review has been completed on the subject project. Please u. 1 address the following comments in an itemized format with applicable revised plans, Y' a specification, and /or other documentation. _ , o 1. The floor plan on sheet AEIO2 does not match the mechanical plan, electrical plan and z possibly the building elevations. Specifically, the floor plan does not show the demising of the hanger bays. Also, the man doors that are shown on the building elevation are not o identified on the floor plan. Please clarify. o E w w 2. Regardless of the existing hanger condition, each individual hanger bay must be made 0 accessible per Washington State Building Code Chapter 11. Provide applicable plan — o • ' details showing compliance. Include details to show how any man door thresholds will ui w o comply with Section 1003.3.1.7. z 3. Unit heaters are shown on the Mechanical drawings for the hanger bays, however no insulation is shown for these areas. Revise the Washington State Energy Code forms and the plan details providing appropriate required insulation. j No further comments at this time t.. "h m ..y:LGY:l . . '. •wr,.•euMw.naw•ww,w w „•t„..i,:...,.,..:e.*NIAL „..,, ! i PLAN REVIEW /ROUTING SLIP , , ACTIVITY NUMBER: D02 - 020 DATE: 01 -23 -02 z PROJECT NAME: KC INT'L AIRPORT - HANGAR DEVELOPMENT a z cc 2 SITE ADDRESS: 8701 EAST MARGINAL WAY SOUTH 6 00 0 X Original Plan Submittal Response to Incomplete Letter # w = i 1- 1 1 Response: to Correction Letter # _ Revision # After Permit Is Issued CO o u_ Q D DEPARTMENTS: rn = w Building Division Fire Prevention Planning Division l W1- ' 1 Public Works n Structural n Permit Coordinator ? o . U I1 0- I 0 1- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-24-0 i 0 I �o Complete n Incomplete Not Applicable w N U— 1 Comments: 0 1 1- I z TUES /THURS ROUTING: ! Please Route n Structural Review Required No further Review Required n i REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 02 -21 -02 i i Approved I Approved with Conditions, Not Approved (attach comments) "r i REVIEWER'S INITIALS: ( 3(~ ©o'• z_ DATE: / Z r, CORRECTION DETERMINATION: DUE DATE ' ”- ;, Approved Approved with Conditions n Not Approved (attach comments) .„„...: REVIEWER'S INITIALS: DATE: '` ' "` er K I \PRROUTE.DOC 5/99 ,. , 1.a • u 1 , v 1 .....„ ...., ( , . PLAN REVIEW /ROUTING SLIP 1 . ACTIVITY NUMBER: D02 - 020 DATE: 01 -23 -02 z PROJECT NAME: IBC INT'L AIRPORT — HANGAR DEVELOPMENT ' # z. SITE ADDRESS: 8701 EAST MARGINAL WAY SOUTH 6 D: ' O U } CO CI _ X Original Plan Submittal Response to Incomplete Letter # ' w i J H 1 _ N0 R esponse to Correction Letter # Revision # After Permit Is Issued w O -, 2 g 5 �< DEPARTMENTS: N a � w Building Division Fire Prevention Planning Division z ~ z o P ublic Works 1 1 Structural Permit Coordinator n 11.1 aj D p, U ( O tt DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-24-02 z v E- _ u- , { 1-- Complete \* Incomplete Not Applicable ,..; ui U = , Comments: 0 H- ( z TUES /THURS ROUTING: I. ti Please Route ‘Ii Structural Review Required No further Review Required 1 REVIEWER'S INITIALS: 01/2---h- DATE: ( - 2_% D2— i-In tci. A A Pet, p 1 n RR. a , t- eAct ( Eoz. - ooz e - D (71 LO 1 -00 4 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 02 -21 -02 i I .. ! Approved Approved with Conditions n Not Approved (attach comments) t' i REVIEWER'S INITIALS: W DATE: 2 t , ".' ro . r 'A1 y �+' a CORRECTION DETERMINATION: DUE DATE ra a � t r t �n+�e Approved n Approved with Conditions n Not Approved (attach comments) n �;;..a, 2 REVIEWER'S INITIALS: DATE: VOW s \PRROUTE,DOC r, ''s :. 5/99 ; +:.� k `'. t. ... ... —...„—m ... 1'.r r. . .. .... , v. i .. _. ... b'l.e,_..... :hyr.;:, ":..3J:..- . w'"f" ' • i w' L= �uN�u.... u.. ..uuu*sS.`':a EaRM1K.++. .1r«.+.... «. ., ...._ t , ` PLAN REVIEW /ROUTING SLIP . 4 i ACTIVITY NUMBER: D02 - 020 DATE: 01 -23 -02 Z PROJECT NAME: KC INT'L AIRPORT - HANGAR DEVELOPMENT #z • re L1.1 SITE ADDRESS: 8701 EAST MARGINAL WAY SOUTH 00 O X Original Plan Submittal Response to Incomplete Letter # w i I ( J ~ Response to Correction Letter # Revision # After Permit Is Issued w O u_ DEPARTMENTS: = a , I-W Building Division Fire Prevention Planning Division z I" 1 w � Public Works Structural Permit Coordinator � . D p U CD ( 0 i— i DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-24-02 w v Complete Incomplete Not Applicable w Z U N j Comments: 0 � ' Z TUES /THURS ROUTIN : Please Route Structural Review Required n No further Review Required f REVIEWER'S INITIALS DATE: v t — (J- - O - • I APPROVALS OR CORRECTIONS: (ten days) DUE DATE 02 -21 -02 i 4,,t i Approved Approved with Conditions n Not Approved (attach comments) EZ ti REVIEWER'S INITIALS: DATE: " 6 CORRECTION DETERMINATION: DUE DATE , ` , lea 1 ai f � Approved Approved with Conditions n Not Approved (attach comments) ' -:;' ' REVIEWER'S INITIALS: DATE: i'a ''` \PRROUTE,DOC 5/99 5.1. rt z . .—..........,,-----,....,,,,.— wmm rxaRaaew� ;� 1�0117ti�...w ... y x- on1 Y ^ ,^^. �,.' �Y"�SA"r"'YY. «...•.«uw+wswMr+ woo+ terra «�. •m- ........ ....... ., ._.......,..o..x...,.•...r.., gw• «v -cm+r K:rb•+!. PUBLIC WORKS DEPARTMENT COMMENTS DATE: February 12, 2002 PROJECT: King County Airport, Lot 14 Redevelopment , 1 �z. PERMIT NO: D02 -019 -4 00 2 - o s° QQ -J U . O ; PLAN REVIEWER: Contact Mike Cusick at (206) 433 -0179 if you have any questions w ! regarding the following comments. w Sheet C -0.1 w o 1) Power is supplied by Seattle City Light, not PSE. g � co 3 '. Sheet C -2.3 w 1) Contractor shall protect existing survey monuments from damage during construction. z_ � ' � z Sheet C -3.1 1) Where does the contractor end the curb? .D U ! O — � I- 2) What are the radius, delta, and length of the curb returns? w w 1v { Sheet C -3.2 u.. z 1) Call out bubble on left side of drawing was cut off. Revise location of call out bubble. iu U O~ . 2) Provide flow arrows on gravity pipes. z Sheet C -3.3 1) What is the finish grade of the dram in the wash pad? 2) Oil water separator used for wash pad must be designed for the 100 -year storm event. Sheet C -3.4 1) What are the radius, delta, and length of the curb returns? Sheet C -3.6 1) See sheet for redline comments. Sheet C -3.7 , rf 1) Call out bubbles for storm drain is not complete. =• te t Public Works Comments February 12, 2002 : Page 2 Sheet C -3.8 z 1) The riser for the flow splitter needs cover on it to prevent flows greater than 64% of the two event from going to the water quality devices. w Lt 6 v 2) Correct orifice size on the detail. The callout does not match design report. v 0 co u) w. 3) The T.I.R. calls out a 10" pipe to the water quality device. Sheet C -3.8 shows 12" pipe. -I I ° Which one is correct? co w w 0 ' Sheet C -4.1 ga . 1) See redline comments on sheet. N = a . h- w 2) Your drawing shows 8" line going directly to the fire hydrant. Are you planning to use z 8" fire hydrant? t-- o. 2 Sheet C -4.2 0, 1) See redline comments on sheet. 1 co w Sheet C -4.3 0 E- 1) See redline comments on sheet. _ 0 . . . ui z v N' . Sheet C -4.4 1) See redline comments on sheet. z Sheet C -5.6 1) Pavement detail is not complete. Provide pavement and base depths. General 1) The wash down pad thickness is not detailed on the drawings. 2) Provide cut and fill quantities on the plan sheet C -0.2. T.I.R. 1) The 816 -3 -CPS oil water separator has a design flow of 877 GPM. The design report 1~; shows a flow of 884.13 GPM. Your oil water separator is undersized. =* 2) Please stamp T.I.R. 1 5, 3) Oil water separator for the wash pad area shall be sized for the 100 -year storm event, uy c:%:„d-A .r R.:.x...l,:..i..ya. ,.,.,.., ....,.,.:wi•._:.,..�...:.1.::.r _:,:.:,. .. .._ „_........ rw.. w.. v.. �w+ ora,... x+ o. +t�a+a«x.e.wrerrnsn.naeslun' _ r. ;‘ Th --, - -- *ILA _ oi., ........... : ...... , ,- 0 -t : 64/ 4 W 1.14,AiiiI/ •••‘'', City of Tukwila Steven M. Mullet, Mayor • —J1 4 31.A 5 10 ,, ), /8 • , ..: tn\ Department of Community Development ,... i ., - Steve Lancaster, Director , Il . '" ............... ." -- 1908 _ -- -- ....-- z 1 cc 2 6 m January 25, 2002 _, 0 0 0 • ) C { LU i —i t— ' 0, g 7i, Mr. Dave Swanson, P.E. • Reid Middleton LI D i 728 - 134th Street SW, Suite 200 • tu F- -„ Everett, WA 98204 .r.. 1.- I— 0, RE: Structural Review Permit No D02-019/D02-020 .e D KC Intl Airport Hangar Development (Museum of Flight) (,) .... —' CI 1— Dear Mr. Swanson: ILI 'L i I— w ' Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building LL II — 0, • • Code. Z iii w 0 If you should have any questions, please feel free to contact me at (206) 433-7165. 0 n. . . Sincerely, Z • „,... 3 4; ,- . .'s - ei ‘...--Ae.e..e., ‘,..-tiae-- Stefania (Pencer Permit Technician Encl • Xc: Permit File No. D02-019/D02-020 .._ 12— 771 k '4 ,,z,11,. ,j,' )1 , -*T-,...!' :.:-':it .*kAt,zi'l.f 7 ::. 'itt' , ':::•';'1,....' i i ) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 1. s`.fz ir t L--- '‘, - .., t 14 .. - ,1,—. , PROJECT NAME: iC., A °' I PERM; ' ): I g--aa0 Site Address: g 7 / 6 i'1 alia Ma (0a cd s • ---- Original Issue Date: 05 1061(.) REVISION LOG . Revision 1 Date Staff I Date ' � - Staff S No. Received 1 Initials 1 Issued 1 Initials Z Q . a 1 1 1 f r l o;L t 1...74e0 1 1 re w Summary of Revision: -� =fir v u) 0 Received By: co w (please print) _ H U) LI w Revision Date Staff Date 1 Staff g5 No. I Received 1 Initials I Issued 1 Initials c cn 1 1 1 • 1-w Summary of Revision: ? 1--- Z O • Received By: ? o • (please print) 0 co i 0 t— ill w Revision Date Staff Date 1 Staff H No. • Received Initials I Issued 1 Initials u' 0 ] Z Summary of Revision: p f' Z • • Received By: (please print) • s i Revision Date Staff Date Staff No. I Received I Initials I Issued I Initial 1 1 Summary of Revision: . Received By: «: ... (please print) ' � {� ` � j �di Revision Date j Staff Date Stan ` ,. � No Received Initials 1 Issued Initials 7.1111..„LA: 1 x:' ,. 1 1 1 :n' 7 C y 1, Summary of Revision: ma r:: •::i0,; Received By: 4ti x'' 4` a (please print) '' ne C a'''''c i' :< .:.ri.t ^.tr «,:u•uv.rlia.;n.•., .,... ......... s.a w . - xu x. oy. rnn- w. wrtrHJpiwh :kfYd�tfdCF7d!t3JkSfitMiKY \. - -. . :�� City of Tukwila ;'� _:�'l r ,. •'', Department of Community Development - Permit Center a ' , ,blit -+ s 6300 Southcenter Blvd, Suite 100 ',, N . 1 ea:,1 "C . ' Tukwila, WA 98188 (206)431 -3670 z a _ I ;1— Z i �' •:iNvw tl�l {! 4 .�L• +f > .. s .. K r N rkf�40. 1,.� �'' C1 t i N ! .( h ( t t i i. W , � Jt C V Y ��i� `F F 3C t C ( \yT may „ + , 1�. +�;�.� a t.,� � +ttr . «1t T L� , ^ �,�� F m l r � �l t.. 1..7 1 1J (, � i�i..i. t... �' t � � r :dm . . . ! . h . �.,r.. r X4 .;- i : .. " ;..< t .. ._ .. . . JU 0 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted g c through the nail, fax, etc. = ' N wO Dater if42) ,Z__ Plan Check/Permit Number: 6< ' •er =� Z.4. 2 J { ❑ Response to Incomplete Letter # U) d ❑ Response to Correction Letter # F_ w z Revision # � after Permit is Issued p.- z 0 1— . w Project Name: /..7 /1` allge me:n7 Rc /airport � er gjeci- v O cn : Project Address: .. '7U'/ , . ,1/' h c-S o 1- w C P erson : l/ . /, , //' / e Numbe � j 42/, &'iV i U �O Summa of ' -vision: • • z 4 F/ . / / r // K. ` . . - , . U ie c p ans a .een rcvicwc • v ' I z // i ; �' ' �,,� nda . s Acce nee Ansat ftt t o errors and illIllIllrillEirons which do not authorize vio ations o for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance R ��1VEp , : and will require a resuhrrlirro1 of revised drawin C ?!1`Y4FTt1KWILA for subsequent approval. NOV _ 8 2002 . ' i :: -- - i. • -,• tNTER the Public Works utilities inspector. Date: By: , f p :` 'x Sheet Number(s): �`�`'' "Cloud" or highlight all areas of revision including date of revision ` ,� ? z Received at the City of Tukwila Permit Center by: 41 ( i'gwa: itt. Entered in Sierra on iI1� / h:. 08/30/00 ;� `�`, ` ::',4 ' ;., i'&14%!) City of T'ikwi1a ....., , , Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 WATER METER INFORMATION Parcel No.: 2824049007 Permit Number: D02 -020 Z Address: 8701 EAST MARGINAL WY S TUKW Issue Date: 05/08/2002 i : ' Suite No: Permit ' w G i ermit Expires On: 04/05/2003 w 2 ' DESCRIPTION OF WORK: -J V RELOCATION OF ONE 8 POSITION 'T' HANGER (HANGER #2 - 15,456 SQ FT). 0 CD PUBLIC WORKS ACTIVITIES INCLUDE: CURB CUT /ACCESS, FIRE LOOP, LAND ALTERING, DRAINAGE, SANITARY SIDE w = SEWER, -' h WATER SERVICE RECONNECT INTO THE EXISTING WATER METER, w O CHANNELIZATION /STRIPING AND STREET USE. YIN Meter #1 Meter #2 Meter #3 = d i~- = Z H . Water Meter Size: 2 0 0 F- O Quantity: 1 0 0 . w j Water Meter Type: DED 2 m U O. Work Order Number: : ~ ; , Connection Fee: N $0.00 $0.00 $0.00 w W : Install Deposit: N $0.00 $0.00 $0.00 1.- U Additional Install Deposit: $0.00 $0.00 $0.00 u. 0 Plan Check: N $0.00 $0.00 $0.00 Z Inspection Fee: N $0.00 $0.00 $0.00 U 0 . Turn On Fee: N $0.00 $0.00 $0.00 Z 1 Special Assessment: $0.00 $0.00 $0.00 i Other Fee: $0.00 $0.00 $0.00 Total Fee: $0.00 $0.00 $0.00 . Total Water Fees: $0.00 artv ' iii ' i �7. i 1 4 1 i Ii,..,. < doc: Miscperm D02 -020 Printed: 11 -08- 2002 °`" {' " ^ __,\ . :0J� qs , City of Tukwila ' o;+r ► , ' \\ %% Department of Community Development - Permit Center �t '�lf,`;• VP _ j o .' N 6300 Southcenter Blvd, Suite 100 ' ' , Tukwila, WA 98188 , • . : 4 •__ (206)431 -3670 1. z t : re 2 I " 4 _ : r ; ' ; RE' S UBMITTAL Q i J V Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted u) w through the mail, fax, etc. Ill I / w0 ��- —/ Dater 1 � Plan Check/Permit Number: 512 512 ' ��? .1" .Zd 2 ❑ Response to Incomplete Letter # co a ❑ Response to Correction Letter # _ z0 Revision # � after Permit is Issued 1.-. O z !- Project Name: /.. / 1` afz,,,+.m.e7 XC 4 po r t f 9 0 J PC' f " 0 0 Project Address: " 7C,/ ,fi. 4 .dr .d. 0 1' w w , Contact Person: e" / . //' 1 e Number�g J (O 'f'Y /w H 0 I u ' O 1 Summa of • -vision: These �I en z Th O •la 1 c ha =l z < �/ ,e, or1,s epan rt� . rc � �' ' b the • •ar.S, Acc r �sith c omissions U nr Ptance Is s „ urrt not auth orie `� t [ o error a 1 adopted stand�d iolati� „� o f ri'art The r es des ign ad equacy o t he P o nsi bi lijj A desi�� t h totally R CE(VED drawi > dele or Final gs aft th;r esubmitf41 � rerisi to t 1� i� c a„ d wi11 re g t tire toil this acc for `ubscgUent a c r�'� r s ccl q 11 ` $ 2002 PProti al. dra� nos � ~H;vtt r CENTER acceptance i snh the 1 «corks l to lick] insJ h �• l �a,t,,° li Dat e: uti tics _ �� -d Sheet Number(s): (1 t G t __-- R� � VI: w ” or highlight all areas revision incTiding ate_ �• isi i ClO illl h o O g o f a Qf-Lev on � _ i��” — ,,ac s j Received at the City of Tukwila Permit Center by: k7 `'"— = u ` Z Entered in Sierra on 1 1'tf i ° ,. ; , t tnl ,.., 08/30 00 ,,, . v ,,,, ., , 4. ,..... , C i ty of T akwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 WATER METER INFORMATION Parcel No.: 2824049007 Permit Number: D02 -020 Z 1 i. I Address: 8701 EAST MARGINAL WY S TUKW Issue Date: 05/08/2002 ' ,i— Z ' Suite No: Permit Expires On: 04/05/2003 2 L Q 6: DESCRIPTION OF WORK: RELOCATION OF ONE 8 POSITION 'T' HANGER (HANGER #2 - 15,456 SQ FT). , co 0 PUBLIC WORKS ACTIVITIES INCLUDE: CURB CUT /ACCESS, FIRE LOOP, LAND ALTERING, DRAINAGE, SANITARY SIDE w x ILI x SEWER, J H WATER SERVICE RECONNECT INTO THE EXISTING WATER METER, w 0 } CHANNELIZATION /STRIPING AND STREET USE. gQ Y/N Meter #1 Meter #2 Meter #3 = a : I— W Z}-- Water Meter Size: 2 0 0 Z O . Quantity: 1 0 0 Water Meter Type: DED n p . U Work Order Number: 0 '— Connection Fee: N $0.00 $0.00 $0.00 z W Install Deposit: N $0.00 $0.00 $0.00 }— U f Additional Install Deposit: $0.00 $0.00 $0.00 LL O { Plan Check: N $0.00 $0.00 $0.00 LLj Z Inspection Fee: N $0.00 $0.00 $0.00 v Lo Turn On Fee: N $0.00 $0.00 $0.00 F Special Assessment: $0.00 $0.00 $0.00 Z . Other Fee: $0.00 $0.00 $0.00 Total Fee: $0.00 $0.00 $0.00 1 Total Water Fees: $0.00 • .i r . IL i 4,Wil 17P. er: CU- :� q t .t,t ,,rt k• a 5 s'b` a�+ i;.j,' " 4tL��b�t g iy , ,`r `m. �e' f ,Jm,,,c! doc: Miscperm D02 -020 Printed: 11 -08 -2002 . 1 0 Non- P- ,T)idential Sewer Use Cerf' " "lion ( To be completed for all / sewer connections, reconnections or change or use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. 3d 2 yoy'- 90 /f _ oq , X790 -a -1 ; (Please print or type) �� / 4 Property Tax IDQerb/ - czegf -s'�9 y 21 1 4 . `nkAdo el Q • (Last, First, Middle Initial) Party to be Billed (if different from owner) frigaikafftel* ' Z Z £k Subdivision Name Lot # Party's Mailing Address: ce ILI Subdiv. # 1 Block # U Building Name (if applicable) 445/ 7. hil yer 0 co p Property Street Address U) ILI / A ee / � Z 7� City or Sewer District J = �i`e e 1 �/T 11 Date of Connection N u_ O /ri City, State, ZIP ehi Side Sewer Permit # 9Q2 -�o20 2 } Owner's Phone Number (�_) or Property Contact Phone # ( ) F 1 u_ Q Owner's Mailing Address (if different from above) Demolition of pre- existing building? ❑ Yes ❑ No W D Type of building demolished = d W Sewer disconnect date Z H 1- 0 i A. Fixture Units B. Other Wastewater Flow /9A/ w , Fixture Units x Number of Fixtures = Total Fixture Units (in addition to Fixture Units identified in Section A) v o co Fixture F Units No. of Fixtures Total Type of Facility /Process: 0 - Kind of Fixture Public Private Public Private Fixture Units Bathtub and Shower 4 4 = W Shower, per head 2 2 1— U Dental units 1 1 Estimated Wastewater Discharge: l_ ~O. Dishwasher 2 2 Gallons /days ti i u Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 t/ z7 , ‘ Residential Customer Equivalents (RCE): F. H Clolheswasher or laundry tub 4 2 187 gallons per day equals 1.0 RCE Z Sink, bar or lavatory 2 1 /3 13 Sink, kitchen 3 2 Total Discharge (gal /day) = RCE Sink, other (service) 3 1.5 187 Sink, wash fountain, circle spray 4 3 C. Total Residential Customer Equivalents: Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 (add A & B) Water closet, tank or valve, 1.6 GPF 6 3 13 3 7 • i Water closet, tank or valve, >1.6 GPF 8 4 A L.,/ Total Fixture Units 7 1, 5 + f Residential Customer Equivalent (RCE) B a i 20 fixture units equal 1.0 RCE _ ,L/ RCE i Total No. of Fixture Units __ < RCE '- 20 ; I certify orma understand given is correct. I unthat the inftion i id For King County use• that the capacity charge levied will be based on this Account # information and any deviation will require resubmission of " • Monthly Rate corrected data for determination of a revised ca•acity = y charge. 4 '�' Six Month Due . .'. . % -i Signature of • -her . / z/ #0/ / t { :;. r Represent- we _i ..2 : _ � /. 44 :r ,p �� //4i! r; t.; Print Na a of • ne / ;a , i . fI l i , ,r Represe ati e / A/��ri' r 11=x� ,{ t. /` /�` 4, Date Id l,'/7 Lr/0L. 0'01i:ea 1058 (Rev. 8/01) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer viz .,,:. '444' r>R .4..F'�04tic;+fct+x,A. • 44 4 rwzAa''gaZifialiWZ F�•$ w.w,.. kr1,14G=Ae..- s44.- ., .. ..• ... ......... .... .. .. ., ...._.._,. »...... = ... , . - . • . ., , . , . , - ■ , . , , . , . ...: '—'s) „. ..0101.„ j ,.; . . - .. Z < • ' s r ' ,i— ,• i r - — — , . .. .. DEPARTMENT OF LABOR AND INDUSTRIES % . ui D: 0 s , s . s. REGISTERED AS PROVIDED BY LAW AS : v) U.I • 1 I i , • Ili I: , . ... '.... ! ::: .:,' ' . ,•:,,.;;;;.:.,..,.. . , CONST CONT GENERAL , : • , • : • u) u.; • 1 ; •- ;y: ., •,,. • ••-.;•::::,•,'.:. ' ' „ ,,, „ MI:1 4 Piitig , , u j i ' • :: ''.:.''''''.; ''' • ' ' . I . : : . fet . . • '. s 2 ; , g 7j: • ' -.- .' r. ' , --- ' '' ''",' ''. ; z. : . , . .. . I + , . ••=6;;;,,,..:`:..,, ., ,' i"..' • . .. .. ' SELLEN•i CONSTR CO .,.. INC .,:, \ ;,-, : .. • .• • . • . 1" a .:::....!' ...::-...:;;:,;:, .' ' . Pd BOX 9970 : .".• , • - : ... • . • • • ' . . . 1.— w " i' • ‘, ' 1 '-‘ '• ..''i• ' ; ''.• '-'-';'. ';••,, • • - ;.:- .. SEATTLE ;., WA " 98109 ; . -.: , . . . . . , ... .. . s , 1 •-•':;• ,';•:- , .• - .•.' • • " . i— 0: • z I— /. , • . ; •;.- i'.•c •;-•••• , •,,-.,..;..; •,•: -. . • • . „ Ill uj: .:::,,•:;.:;',.;,,,,,.::.;•::: . .,..r..,( : .. ,, .• :,:, . , , F65-052-000.:;(8/97) 4, -------- ___ o HI : . .---"---- w -, ruhr-sirtne -.. , ..- , ____—... .________I_____ - _ ,... ... • . --________....e__,..._t.e_ ' ! 0 = . ' C3 I—: Iii k u, .. ; 1 . a 0 . I I certify that the above registration number is true and accurate as a sworn notary • 1 . . ' in the City of Seattle, State of Washington, County of King. . , • z ... - . 1 . . , . • , , , . . , . , . O .,. . . „ „ i. „ .. :,,,, , -; , . : • By. k:V.I. 0 CtlyY (p 1 . . . . Cathy Epperson Date . . 1 . . .. . . . . . . „ . - . : . - --- ,f. jr0-...-r.,:, A e , 'A.444i;t44 'f ,:',4 44.'14:iVeri'lt 0 4 , ...1 6.....,:i.X.,,L.z..7.,.,, ........ . . . . . . . . REDACTED (1 S ri . . ..) City of Tukwila Permit Center yi 11- Memo ,, 6 m 4 , . Ti (n W r To: Laurie Anderson -J1 , - ' w O' . 2 �: From: Brenda Ho • u_ a D , I a' Date: November 25, 2002 , F- i ' Z 1.- 1- 0 Z I- Re:. Sellen Construction Refund W W , id D: • . D 0 :.. 0 I— W W : H U : Please refund $6,000.00 to Sellen Construction for the property located 8600 East M. This LLi Z project warranty was for the installation of traffic loop at 87`' Avenue S, remove and reapply c) crosswalk striping at 86 and 87 Avenues, and asphalt patch at traffic loop. The Public o 1; Works Department has inspected this scope of work and has approved it on 11- 20 -02. Please make the check out to Sellen Cosstruction. The Permit Center will then forward the check to them. I have enclosed a copy of the original receipt for your use 1 _ Thank you. ' 1 , i ti rt` `5 1 , i I ,i , ,77,:,.:, ,•.: ,',3;,, ' I 1 1 • • , L - �. City of-Tukwila . 1111111111111110* DEVELOPER'S PROJECT WARRANTY • . REQUEST FORM EG . . .. rxletl':lrrt.. ::�cfave!© r.:; : or ..::...:... . .sloth.. teed: >.b <CI � :::sta� : :J . NAME OF DEVELOPMENT: 464 / ee / - 061 a ec4 DATE: II ' 0 - DEVELOPMENT ADDRESS: $l Gb e-P / , • , 146t 5. PERMIT NO.: 0 0 - D20 f Z CASH ASSIGNMENT NAME: /f€ , C,nG,4ue.42; -- Ater,: A / �, ,,, TEL NO. 2 cv - l p8Z - 7 70 • = Z . SHALL BE REFUNDED 1- BY MAILING TO: ADDRESS: 227 R/ /w = AU • To C e>cyx ' ' O E D (please print) CITY/STATE2IP Q14 . ' ! f p " K, U DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE - s: U O P. 1�• UM_.1S E l AR ' . RIB_ • (1) W L11 i '1404 r - •0.4_ / _ c: S7 I 1 N ll.. Re.ssout f 1Ze 4, Cros.... fk Sir. . . T �Tom. :7 7 O . u_a ii2 D As thg owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of 1 _ • $ b, doo � = ($150% of value to complete work described above) and attach supporting I ? ,- documentation for value of work. I will have this work carried out and call for a final inspection by this date: a E- O . ( 1 Z / I b / 62 ), or risk having the City use these funds to carry out the work with their own contractor or w w in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out x completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and . 0 0 co release of these funds. o I- SIGNED: ., Iii W Y . IU TITLE: .1 1 . 12,.. or ! . WN U— — I ACCEPTED. H FUND AUTHORIZED ZED TO BE CC THIS F IS UTH THS U S :.� ...:... f'rc..b� .ovnp..efea..bY. � . .�... O ,-- • • SIGNED: DEPARTMENT HEAD: 'CS�t.t>L%..,3 z AMOUNT: 0 CASH 0 CASH EQUIVALENT DEPOSITED THIS DATE: CITY RECEIPT NO. RECEIVED BY: • • t . ctici m3 (l e b cornp by` dexetcp60 ;. :: All work id in Section 1 of this form has now been completed 72 HOUR NOTIFICATION FOR and returned to department which authorized warranty. t hereby INSPECTION AND RELEASE OF UNDS request inspection and release of my cash/cash equivalent. DEVELOPER'S REPRESENTATIVE: DATE: ///7 /Oz_ 4r�s Ia and therefore nd it acre tab e • found ,,,.a:.. . v and o I have reviewed heabo above ad >Iii� " '``� h a e t - k+ :<:;:.::�:::l t'+o:.:becacn ;leted ;:'C!! ::'s#att�:� >«`�<> � �M�rt;�;�.�t . ; :.::.::.".:::.:,.:::.<.::.'::::...:...::;::.:;,::::::.;. Y.....:::;.;:. Y.... .:::::.:;:.: "... :H:..::: "'''. :: authorize the release of the above cash assignment. :; CHECKED BY i l � ' g DEPARTMENT: ; et) 6 ?j AUTHORQED BY: r CTta,.� � ; ,:: ;.a TMENT• . 1 : . G17011I (fir be cornplOted arlr staffs . AMO N p �„� [• CASH EQUIVALENT- LETTER AUTHORIZING RELEASE RELEASED THIS DATE: 1 Z -10 -0Z- 2. [4 CASH CITY CHECK NO r ' RELEASED BY: A j - , FINANCE DEPT. ...:4, . qpp• ...... ...... ...... ........ .. .••......................— . � .. 'f n�i' ... ....... .. . . .... Upon completion through Section 2, Finance personnel shall Upon completion of entire form, Finance personnel shall r�'rr' ` a r send copies to: - Developer send copies to: - Developer ,., = ' t - - Finance Department - Finance Department mz - Permit Coordinator, DCD - Permit Coordinator, DCD �. 09/13/90 09/13/90 i W v!thro}y u 1R5�1110�'i45hi5h;:i tcn .. l ,,..„ 4..... , r • ............. .,mss i �. ■ 1 City of....Tukwila DEVELOPER'S PRvJECT WARRANTY . REQUEST FORM l :•: .. ::•' :iti : :• } :. : :; : .:.. : . . . y :.:.. ..{ :... .: : { . .: ..:.: .. . : ..: .; •. . . . :. ::: . .:.. ti :•: is . .•. { . .:: •. ar�ze ..y::. . . :• : ti::.C$'::ij::::: ::' �':: tii:C::::{}:;}<: n;?:}: S' S.' 5'):: i:::•.:: �:•::: ,:::•:•:::::;:;: i;:$ 5:::::<•'. i:}:: 5i::::::: isisi::S: Ytiti:%: i:?: 5:::.: i;:;: v{:: i :;:::i:::<t { {: ?n:;i }::,:L; }ii:; ::.::..: ... . : : : :: :...:.:::...:::....v..e ... r .. a .. tnh : . . : . tl : b :,: :.: s# li ............. . ....... ..............•::: . ..: : : :::. : : : : .... NAME OF DEVELOPMENT: 401 / y �ea(cr /rp„wr, (/ ?„ DATE: 1 / / //p Z DEVELOPMENT ADDRESS: �p eo 4 /tea �� / ti , S. PERMIT NO.: o Z - 020 CASH ASSIGNMENT NAME: /feet c , . ' A t tn: 4 � n TEL. NO. 2 Ql - &8Z - 7 7 70 = • SHALL BE REFUNDED ADDRESS: 227 `(/, �,� A J . Tp ` fix q 70 ~ w BY MAILING TO: 9 cc 2 (please print) CITY/STATE/ZIP rQ Ie l U/4 9g / 6 U DESCRI OF ITEMS TO BE COMPLETED (REFERENCE 0 0 PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED); N 0 /2e.?,ouc f Re -4 r� C ossu.w Ik Sj fi�i x e A (o'?' S7 u' 0 A J// Q 1 7� /e O W As thgg owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of = 0 $ &P, 0 040 _ ($150% of value to complete work described above) and attach supporting W = documentation for value of work I will have this work carried out and call for a final inspection by this date: z ( 1 2 / 1 6 / 62. ), or risk having the City use these funds to carry out the work with their own contractor or z O in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and D o release of these funds. c.) c ! SIGNED: ., 0,. _ 'w.�. . I- Y W TITLE: K-o-i A . ' ' F H U Z tii U — ;;..�' 7Q11► �..� � Ct7mpl'B #ed bX.GI� Stt�ff� ...............,. THIS FUND IS AUTHORIZED TO BE ACCEPTED. .. • SIGNED DEPARTMENT HEAD: 1 •01 Z /- AM OUNT: 6,C..,0 °;----- • , 7 . 1 0 CASH CASH EQUIVALENT DEPOSITED THIS DATE: C M ' -Os-. RECEIPT NO. 42 0061552- RECEIVED BY: 4 124441,/- z • ;:: 7 i?l :;3:,:(to be �o pleted b ttetletaperj :; ;:: All work identified in Section 1 of this form has now been completed 72 HOUR NOTIFICATION FOR and retumed to department which authorized warranty. I hereby INSPECTION AND RELEASE OF FUNDS request inspection and release of my cash/cash equivalent. DEVELOPERS REPRESENTATIVE: DATE: :: . therefore reoe Ih have found ndt e a e r vi n acceptable a ..... :>:<:<;:;:>:;::>::;::::.:::::<:; .;:::<: >`';:;:.:::::.:: >:::::�• °��'��' { > >',; >'<: reviewed the above work and fou : : : :: >:< Ito.. :< b :; t ?mple#ed. ; : : 1 :;:> $#alb::::::: >1:: >: <: >:> ed t e wo a p :: :' `::`::::::'::::::::::::'` :': "` °" :: ";:::':':::::::' authorize the release of the above cash assignment. ,.., . • • CHECKED BY: AUTHORIZED BY: DEPARTMENT: 3 . ,, z ,-.•..:,,,,:n:a . . . ... .. .. .. ... . ... ....... •... . ...,..Q. ,.x<v.,..,,,queoN,on:.•. .. .. -, y X? �tcee�. w. oo;, ax:: o�r;'. ayx: 5w Q, a.+, oo �wx :,ow;,:o : , -1—• —. ;.7n : ,I' W ::.. � {.: . � • ,• . . .• }•i+i {4. .� , { .:: . ::. ::::.:r'::: : :::: :i<::: : :: : : ; ::, : i:ti�:. . :iti .?'i:•i::y*i:;:: ::::<::•:<: : : ;:<:• ::};: ( : ?: 0 + �'trr be cvmpte.ted b C 'fy sta.>> AMOUNT: .;4::=;';:,;a:',.:',1„ .,. CASH EQUIVALENT - LETTER AUTHORIZING RELEASE RELEASED THIS DATE: fi !! '> B• CASH CITY CHECK NO. RELEASED BY: , FINANCE DEPT.°14' ..... mo.+n .. • 0":400090004 . • • oo:oo.owooc0veawx«JOC•X awwwuaxwN:w. •w+»owoaooaroww 'cvw,o.w.wt • U Upon completion through Section 2, Finance personnel shall Upon completion of entire form, Finance personnel shall . . ' „ , " '` Po P 9 P Po P Pe � .. copies to: - Developer send copies to: - Developer � I P p rif send co - Finance Department - Finance Department 0 ' ? "''` " " - Permit Coordinator, DCD - Permit Coordinator, DCD ci/ Cr!' 04/13/90 .. ... .. .... • . .. . „ Z < • ' 111 „.. . .. . . . . . . . -. — • 6 5 —J 0 .. 't.) 0 '.-.- , , - 1 . _ , .13 Lii \ Viii ILI WI . —I I— , , CO u . TAKE-OFF . . • . W O. . g 23, • u.. < Take-off Unit costs 'rota! costs - 0 Son pocription l)ctitil ii 1.ength Width Depth Quantity Units I ahtw Mall Subs I ahor 1\4ae1 sub 'total , i ,i— ul ,:: ,,.„:. ,. . - . . . 'z 1-... Tukwila Bond Pricing I I I— 0 . Replace Traffic Loop @ 87th 1 Is 0 0 1000 0 0 1,000 1,000 6 1 Remove and re-strip crosswalk @ 86th and 87th 1 Is 0 0 2500 0 0 2,500 2,500 Asphalt patch @ traffic loop 1 is 0 0 500 0 0 500 500 n (3 0 0 0 0 .10 — 0 0 0 0 ' .o I.- 0 0 0 0 0 0 0 0 Ly 4 -I L I— — 0 0 0 0 0 0 0 0 • .• ! Z 0 0 0 0 LIJ in . 0 0 0 0 1.1) 0 0 0 0 • • 0 0 0 0 0 • Z . • 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 '-• . . 0 0 0 0 0 0 0 0 0 0 0 0 . • 0 0 0 0 0 0 0 0 Bonds By Others 0 0 0 0 Builders Risk Insurance Excluded 0 0 0 0 Design By Others 0 0 0 0 tf)vPtt , Permits By Others 0 0 0 0 Overtime Excluded 0 0 0 0 . , --, HVAC Excluded 0 0 0 0 ' r ' !, 1;; ;„ : „,.,: 5 ,4. 57 1: 4 1 1,1 Efj Plumbing Excluded 0 0 0 0 Hazardous Materials Excluded 0 0 0 0 Fire Alarm Excluded 0 0 0 0 Total 0 0 4.000 4,000 . . , „.".3%., t ,' V.,..• g _ 1 Estimate Worksheet 11/14/2002 11:53 AM SELLEN Page 1 of 1 Allis' cowry:hi 1991.199P 1471ii:Mi 41 .E.i,4 . , I . redacted 1 J , , e ! ) ' .... k. fity of Tukwila i i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 • i :o: O . RECEIPT z i Parcel No.: 2824049007 Permit Number: D02 -020 U : Address: 8701 EAST MARGINAL WY S TUKW Status: ISSUED , N 0 Suite No: Applied Date: 01/23/2002 W = A pplicant:. KC AIRPORT HANGER PROJECT Issue Date: 05/08/2002 .....1 ' NuL. { Receipt No.: R020001582 Payment Amount: 6,000.00 J i a Initials: LAW Payment Date: 11/14/2002 01:38 PM = C=J User ID: 1630 Balance: $0.00 F— _ Z Payee: SELLEN CONSTRUCTION W j: U U: TRANSACTION LIST: ;0 F-i Type Method Description Lu W; Amount H U LL, 1-- Payment Check 170046 6,000.00 Z` Ili N , U 0 ~. • ACCOUNT ITEM LIST: Description Account Code i Current Pmts BONDS /DEPOSITS 000/386.908 6,000.00 Total: 6,000.00 i 1 1 t i. ( y rrS� ;if. I k •T i f doc: Receipt Printed: 11 -15 -2002 1r a?T , -\ ,-"s `, .: Sd4 G R E A L 0 E S TAT E . )j .. ti I N C. July 3, 2002 RECEIVED Z ' CITY OF TUKWIIA , 1 F-: J U L 1 2 2002 V Ms. Brenda Holt PERMIT CENTER U 0 6300 Southcenter Boulevard u) cn w Tukwila, WA 98188 - Museum of Flight 2 ° T- Hangar Permit D02 -019 u.Q l f � • Dear Ms. Holt: � = cy E- w We are requesting that the permit for the relocation of Hangar 2, permit number D02- z1._` 019, be cancelled. We are applying for a new permit to construct a new hangar - • Z 1- instead of relocating the existing building. ? o If you have any questions please contact me. 0 N ` Y o E w_ uj S f - ' i_ U : :— Z THE SENECA REAL ESTATE GROUP, INC. w N . /` j � `, Z 1 tat ,e ,..' i ./"� - '~- Julie Lawton Project Manager 1201 Third Avenue Suite 2350 Seattle, Washington "' 1, `, J - , ,. „, , - n i ' _i 98101 .�,( 206/628 -3150 ?.G' j�f� • ` �=r 1 Fax 628 -7105 1 t, Washington CEO's - ; , p:\nuseum of Might 'correspondence\cancellation of hangar 2 permit.doc ;;:; r F ; +,. , v, Best Small Company to Work for � O Z ,�� r .� ' E ready for issuance ready for issuance ut f=d' ' t , t : FILE COPY PA I understand that the Plan Check approvals are Z A ; t subject to errors and omissions and approval of plans does not authorize the violation of any W adopted code or ordinance. R4ceipt of con- u tractor's copy of approved plans acknowledged. o' cnW W CO LL ti fi ' ' w . Date r di' /� P O2O V P ermit No. ... H W :w a ` , .., z .. ,, } stt r z i_; • t i ` W W ` SIrP ,I TE PERMIT .. n. =o REQUIRED FOR: o cn - , off fflECHANICAL 4 ` ',, ° ; � (ELECTRICAL VOIA.-- = 'C�i._ �--- �PLUNIBING GAS PIPING V CITY OF TUKW1LA a - \ I !SBOI \�� Z BUILDING DIVISION. ''' ,r.??-4RPFG.(S SHAQ.IL BE MADE TO v d ', D WIT@rIOUT Pi/MR R:C,'�t!!Rr A Pl,, • t RAN freR #1 . - I .E.:4 n '..i. w 's; " `1= t ti F t 0 2 11 r :„.... ti .. . ____ „..., • .... ,........_ .,.......... . _ _ .. . ,- . t,. • ,. File #D02 -0020 is continued from Roll# B92 ti - - i Sw 10 e to . 4 Th 1111°Z. 3 r . • sun . • SOLUTIONS +SERVICE STEEL BUILDINGS FILE ( } � [ I �...t,..._ ` l *` . - ,:�. . «. RECEIVED - O Tiii(u/l, t; r MAR 2 5 2nn2 z March 13, 2002 < PERMIT GE ry I) z III John Terrell I t__ j : _. ` I '`, t .r ^ `�4i 1. , , ; Cirf W TUN(1NA P. 0. Box 751 ) t ? `" �D No Woodinville, WA 98072 ; N W AP d 2ftfl - _ MAY 7 2002 1._ Re: B04239 Hangar 3 Building r, r q,$ NOTE, A o 1 Rif '`" _�_ Dear "`l� 'r' J Mr. Terrell: • _ - --J 4 i : i 1 LL Q CO a These responses are additional information to the responses submitted on February 11, I _ 2002: z F 1-0 z1- ' i Structural Review_Comments: M D I U { Comment 2: The purlins are checked at the end of laps where there is only a single o I- member to resist the moment and shear. See pages 327 and 328 of the calculations where = v it shows the calculated shear and moments and the allowable shear and moments along 1-: with the combined unity check. _ z ( U N . Comment 3: The purlins and girts were designed for a live load deflection of 1/240 not a 1 H combined dead and live load deflection of 1/240. Sun Building Systems does not have a z copy of the specifications that references the deflection criteria, so the industry standard was applied to the deflection criteria, which means it is a live load deflection. Comment 4: See revised bracing pages with cable areas, modulus of elasticity and the . revised deflections for the cable sizes shown on the drawings. The building was designed with deflection criteria of h/75. All frames and bracing meet these criteria. The wind loads are the controlling criteria in the lateral direction, with' the seismic loads the � controlling criteria in the longitudinal direction. In the lateral direction the cable deflection is .32 inches at the frame lines and the rigid frame deflection is 3.15 inches which both meet the h/75 deflection criteria of 3.62 inches. In the longitudinal direction _ the rod3deflection is .13 inches and the portal frame deflection is 1.64 inches which both y u ` ` meet the h/75 deflection criteria of 3.62 inches These deflection criteria's are typical for I . � . (, • industry. If greater deflection control is required to meet the door u Mit ' the metal building Y g q manufacturer requirements please inform Sun Building Systems. ,1244 ‘, • 0 R C T (*I% L TI #._,,_ �m . g uSf•. I �ib Morgan Road t� O Sun y Sunnyside, Washington, U.S.A., 98944 tO0 •} tti ; Telephone: (509) 837 -7008 — Fax: (509) 837 -8064 .sa,., •`w "!a.`i':.ti,.i�R: . v:�•k+. .eYa•, t..ia . .. •, . 3>'MHVw"+.;y,r- ;.qr.++..r ».. > w,.. ..,•t,e -.. . «..,,...,,.,. . >,. e. ...... »«..� .......... f•Ifi . I ■ ..F ■ ■ • , • siin STEEL BUILDINGS SOLUTIONS + SERVICE Comment 5: The connection of the jack beam to the rigid frame is shown on drawing _ , 11, with the location of the jack beam on the column shown on drawing 14. The jack 1- w beam was not shown on the rigid frame drawings for clarity and because it was also = 6 shown on the sidewalls. The portal attaches to the rigid frames through the canopy beam v o as shown on drawing 12 detail A. . N o 0 Ili J Comment 6: The detail for the sidewall- bracing slot is shown on drawing 20. The co detail for the roof - bracing slot is shown on the attached detail. • Comment 8: The design of the carrier beams is shown on calculation page 3a. Since no vendor information for the sliding doors has been provided, the loads and framing = a members for the sliding doors shown are preliminary until more wind load information is I- H provided. The carrier beams at the frame lines are called out at each frame cross - section Z drawing. These beams were sized for the roof snow load, which will be greater than the w O ui axial load from the door. ? o • UN Comment 12: The shop standard welding details are attached with this letter. o I-. w questions, please contact us. E If there are an �. Y 9 P 0 z . Sincerely, v P: = pi, w f4J.- Z • • . 1-- • John W. Funk, P.E. Engineering Coordinator ‘ • ., „.,.,, . of w A s,i f ��'<. ,.d � 36197 Q c: 1 ,," s a :t 13 0e � i_ r S • �`�1ONAt '�'��'`•: . I . J {., EXPIRES 12/26/03 ..:;.; C /g- ; ' ' to ,,, Itil I 2002 Morgan Road Sunnyside, Washington, U.S.A., 98944 ;' , z ` �. et Telephone: (509) 837 -7008 — Fax: (509) 837 -8064 ra "r k . - ::..1( 3R..r •.0 .. vn........ ... w.F..r .r Aa ♦..4+vfl,* 1, pc... f11,$gk}"+� . ...._.. .__...... .. _.. a f.•`.a.nn:r tir ... r. ... .. `i .4► • } Deflection @ Line D' Wind • z 1 - Z . w re See pg 3 of the calcs ==> 9.68 / 4 = 2.450 D ' 00 0 Bracing Reactions , w u Bracing Reactions: N j Bay Width 30 ft ,. 1.829 Vertical (LS) . O Eave Height . 22.65 ft 1.829 Vertical (HS) 2 Pitch 0 :12 T 2.450 Horizontal ga 5 u.? Force needed- 2.45 k Horiz. N � a W 2.45 X 1.25 = 3.06 k Use 1" Rod 0.064 in. deflection z H 2.45 X 1.25 = 3.06 k Use 1" Rod z O • . A = 0.7854 in2 1" Rod v o • ; ,O D . a 1- , E = 29000 ksi Modulus of Elasticity w w . = U I e- 0 Z } U - 0 '- See pg 3 of the calcs =_> 33.94 / 4 = 8.485 z 1 i B Reactions • 1 bracing Neactions: Bay Width 30-ft t. 6.334 Vertical (LS) S Eave Height 22.65 ft T 6.334 Vertical (HS) Pitch 0:12 - 8.485 Horizontal Force needed- 8.485 k Horiz. 8.485 X 1.25 = 10.59 k Use 1" Rod 0.126 in. deflection 8.485 X 1.25 = 10.59 k Use 1" Rod A = 0.7854 in2 1" Rod 1 ,x3`" '�'(, a „• E = 29000 ksi Modulus of Elasticity �� r 1 '" rr.., 804239 4Yy '`"" • a .... .v.+.. . .t.w. i^'' .on........ .._. ... ... yr .YpJ:t`NAiftYfy.'%i• - ,. 1�1r �i�ww.. .,. ._ sdr " �iii•H.� / ,. a. Lateral Deflection in Roof @ Frame Lines 1", 2, 4, 6, 8, 10 See pg 280 of the calcs =_> 6.32 kips / .75 = 8.427 kips z ` H z i . Cable at Eave 8 resisting elements in roof e: 2 ur 6 D U U O J Bracing Reactions o I • Bracing Reactions: » w Bay Width - - - -- 30 ft T 0.688 Vertical (LS) LLI H Eave Height - -- 20 ft T 0.688 Vertical (HS) u) u- wO { Pitch------------- 0 :12 T 1.050 Horizontal 2 Force needed- 1.05 k Horiz. g 5 (o � 1.05 X 1.20 = 1.26 k Use .25 Cable 0.317 in. deflection . H W 1 .05 X 1.20 = 1.26 k Use .25 Cable z = f- ZO A = 0.049 in 2 1/4" cable w w . . U 0 I E= 29000 ksi Modulus of Elasticity O N I aI— =U . I— H u- O Cable at Peak . iii z o2 Bracing Reactions: E - F = ..' Bay Width - --- -- 30 ft ' 0.383 Vertical (LS) z z i Eave Height - -- 11.58• ft T 0.383 Vertical (HS) Pitch 0:12 T 1.050 Horizontal Force needed- 1.05. k Horiz. , , } 1.05 X 1.06 = 1.12 k Use .25 Cable 0.283 in. deflection • 1.05 X 1.06 = 1.12 k Use .25 Cable A = 0.049 in 2 14" cable E= • 29000 ksi Modulus of Elasticity 1 ELVA, i t ; 1 r :� ; 4 qtl �C .,j � L4 ' L..vi V ii { ' " 7 `t 3/13/2002 ''r 'f B04239 ,. . 1 ° I 1 I I I I I I I z • I .1-W • I CY � • I � � . 00 • I w= I CO Ill I ° t 2 I ° g u_a i s I . Z= F_ I E - Q . I w ° w I U c . C o CO • i I 01-- 1 =V I U. F- • Q 1 i N • U ~ _ O 1--• 1 • z • i 1 1 • \. . Q J I .. Q 1 • L`1 N A X 1 O h 1 : " Q Ar o , x • I fI.c a ::. rr; Li t ` 00 u ' . :t. .t .0 • — : ' . x " DRAWING NAME CUSTOMER � < •, 0 S U 2002 NYSID MOERGAN . ROAD 98944 SLOT LOCATIONS LOCATION: 12, i SUN VA <509) 839 -7000 BUILDER: STEELCRAFT FAX <509) 837 -8064 BUILDING SYSTEMS _ 7 ,, ,— .!,+,,. a SOLUTIONS +SERVICE DRAWN BY: ACH I JOB ID: 804239 FILE N SL OT3 DATE: 03/13/02 nu ;•an .mow *;t:uK.•4t =A;4+ .444 4.f4,4:.'Y ..r..»r....... ... .•..:......,v ■ File #D02 -0020 is continued on Roll# B93 i I t I 5 uI u _ - �` - -.''- .�_ _rr - ff -_n - --'_ -- _ _— _ _ _-------------- - - - - -- GENERAL NOTES: �, �- -_ _ _ - _ - _ _ u _ _ y _ _ -t �_ _ _ "� _ _ _ y _ _ _ _ _"- _ _ _ fi _ _ _ - - _ — _ - J i SEE CIVIL INDEX PLAN, DRAWING C -0.4 FOR _ _ = - - - - - \ ' ' -0 - - -� _ e< u - ' �►- - - _ _ -- -_ � " - -_____ — -_ I ADJACENT DRAWING IDENTIFICATION - �_ -_ - - -- _ - -_ _ -_ __ u TrSB - u - -_!�__ - 'n -- - 1 _� - _� �--- LEGEND SE C -5.6 _ { - - _ ' _ _ _ _ _ _ _ _ _ - _ - — �- -- Nr _ - - - �� _ - - ' u y -- u - _ 1 _ - ' - rr l- _ ,i /Iii /I MAIN TAXIWAY _______ — _ - 1►< -�- n 3' ACP / 6' CSTC I 1''W / - _ - _ ____ — _._._ _ --- -- _ _ 0 r.se r '-� 1__� Il d _ o ,, ' - -- - - - 1 ' -- - - 1 -- — - f __ - c — _ - - - - _ — _ ' -_ - _ _ TMH ; %, %' LESSER TAXIWAY 11 1 - -I - __ - - r - - -1 r - -- EAS - — — _� - --{- - f -____ ' ',',% 2 ACP /6 CSTC LIMITS OF' ----- - - -_ -- �__ - -__ - - �, ; _ ; -�_, T MARGIN ;- - - __-1- . L �- --� _ l WORK - - _ W z - T� t - ' , ' V V A ` S Q u T u i i — _ ' '.. _ APRON /TIE -DOWN /PARKING 6, e 1 = _ �_ _ ' N � �31'S5" w r l � _ . 2 ACP / 4 CSTC ,= - __ _ , - - _ _ ```'- - _ _ c� cr - - _ _ �� - - �_ (MONO r c� °� ;� _ - - — _ _ _ _ - _ & c_ � - Q , - - 97.7 _ _ - - ---�N T LINE) Q' Q - �? _ _ _ o o _ _ _ _ -- - - _-'_ —_ ��Er �� - ~- ; _ _ e_ _ c I �'� - • a �' - -80.5' _ _ Q �r - f _ CONCRETE o ° - - -__ - .yo- -___ - - -.-_- 1 - 4 — " -_ - --�_ _-_ _ -_ -�_ �- -- - - ___- __- _______________. -_-�. _ �r ,� f .9� - -` CURB RETURNS: _1 _i 111E _ MH W10 -26 - _ _ _ _ - - _ _ _ - < _ _�`�-- -►.=,� = = , r TES ^�3 \ �.,,�� - -- - - -___ _-- ____"'"'-_ � T _ _ - •�...,�i, '- -,�..Y t_r�r I LIMITS OF , iE =� 2 (`TF OF CHANNEL) INETRO SSMH �'�'� . — — — — _ _ =- -- = -� -- �-� -�- - J , ,� -- -__ _ �- _ _•;� =s WORK a�C' I R3 R4 '— - - TE =78.04 ..` -�•�' _ _ — _ \ "'��' _ - -- �'��_' - "'- "--_ - - - __ =_�_ _ —___ 1 - -- _ IE =4.54 (42' N d[ S)� - -'' -_•—i — _ - ', �a, , , — -� ,_ _ _ • r r .. -- ~ . i ce ;.� - _ - _ - -_ _ -_ _ _ - R= 25.00' R= 21 -75' -- _ _ _ _ _ _ ` - - rt �• - - - ENB�CUg�AND GUTTER ,AT- R3 - - ' a 7 r _ - T - -- _— - _ -_- =1= _ _ L = 78'08 25 L = 101'5135 1 - ` - _ _ 9EN HMARK "TP G ., J� — - — — _ �: —� _ c POINT' TANGEiTCY'' f_� `` �_.�.�_ - - �' - ew _`�_i ` L= 34.10' L =38 -22' I 1 - `-_-_ ELEv =78.25 \ \ ? ` ` t - _ BkR�. _ �' �� "`_ - Trcg i - - - -_ _ N EGIN; ASPHALT EXTRUDED ��._, - _ _ _ - ;�"�"-_ -= ., - ' -- ' - �TI��RB .iYP `3 PER WSDdT 3' ~� _ R4� `- - - _ _ FF W7 F6WER- 1 �pD1 � \ L ' TD \Pf AN _ .;, ' ^_" , � � � •r •E- pu _ _ _ - X - - _F_ 1i - .. SPEED LIMIT SIGN - -- X • i ! If - z, ,� !: ;' : =,,: ; CONTRACTOR TO MATCHINTO - _ _ _ ��. _ �' "••' ' ! . EXIST ASPHALT. SEE GRADING A - C- �ti ' K r , c° . t ~ r , - yam PLAN FOR ELEVATIONS- / L \ N ;r HANGAR 4 r `-+� f~_ ' GRAPHIC SCALE 5 R ( r 0 10 20 40 80 . �' FF EL. = 15.75 � '" c ► ' rl ' '•� I , \ \ \ \ 4 •L END,EXTRUDED CURB ;•.: -' �1 +•••''-' \ \ \ \ II.L �� "1 t � I" Fi" \ \ \ \ 1 CON E� NEW RAIN ! I : '�:' ~ ' .' I 1 inch = 20 tL HORZ - _ \ \ \ 1r LIN F NCE T6 ► . '1: f : f( , FILE CvPY z c� "' \ \ \ \ \ BUILDI ,G CORNER "� = - -' w q \ \ \ �� - , - f •.: •tea. ' ::0 - ' , ., :..,._.- - - - .._ , .-., , \\ \ \ \\\\\\\\\\\\ 1 \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \- \- \ \� \ \ \ \\ -. H r � \- \- \-\ \ ' \ \ \ \ \ \ \ \ \ \ \ \\ \ \ �\ \ \ \ \ \ \ \ \ \ \ \ \ \ ,.,,, ,ALT, \ \ \ \ \ \ \ \ \ \ \ \ \A \ \ \ `\ \ \ \ . `•• �: -. - r 1: ' r• z^ \\ \ \ 1 \-\—\ _\\\\\\ r\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \— \ \ \ \ \ \ \\ \\ . :_ • . �� \ \ \ '' \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \ \\ \ \� \� \ \ \ \\ \; `'\ \ r - . I -� E REV PER CITYCOMMENT,ER# 07/08/02 = o \ \ \ \ \\ \ \ \ \ \ \ --\_\ c \ \ \ \ \ , \ \ \ \' \ r. ' I D ISSUED FOR CONSTRUCTION PER ER #12 04/17/02 \ \ \ \ \ \ \ \ \ \ \ \ \4 \ \\ \ � \,_\_\ \\\ \ \ \ \ \ \ \ \ \ \ \ \�,� \ \ \ \ \ \ \ \ \,�.•' \\ \ \ \ \\ a a , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ -\ \ \ \ \ \ \ \ \� \'\ \ \ \ \ \ \ \ \ \ \ �� \ \ \ \ \ \ • \ \ C ISSUED FOR PERMIT PER ER # 11 03/20/02 \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \-\-'\ - 1 \ \ \ \ \ \ \ \ \ \ \� 1 \\ \\ \ \\ \ ,,' B ISSUED FOR PERMIT PER ER 10 1/22/02 i` \ \ \/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ r \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ,)\'\ \ -\ \ \ \ \fib -\ \ \ \ A ?\ \ \ \ \ \ \ \ \ MARK REVISIONS /SUBMISSIONS DATE , �\ \\\ \ \ \� \\ \ \\ \� �� \ \x�\�t \��' ��_ ;• .■� a THE AUSTIN < \ \\ \ , \ \\ \\ \\\\\ �\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \�� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ l '; \ \ \ \ \ \ \ \ \\ . . - L, «COMPANY `t \ \ \\ \ \i \ \ \\ \ \ \ \,' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \�\� \ \ \ \ \ \\ \\ \ <.� - col+sucrA►rn•oes oq- e�oltle�s•caHSrnucroaa `� \ \ \\ i�\ ' \� \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \'n \ \ \ \ \\ \\ >s000 vfle� r, n �� , \ \ \ \ 1 \ \ \ \ \ \ \ \t \ \ \ \ \ \ \ \ \ \ \ )\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ _ aeArn� wa aetes ! I UJ i \ \ \\ \\ ,� \ \ \ \ \\ \ \\ \ \�� -\-' - \- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \, \ \ \ \ \� „l \ \ \ \\ \\ \ ''- x Y \ \ \ \ _ .�\-\-\ \\ \ \\\\ r \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\r ” \ \_` j \ \ \ \ \ l1 CALL 48 Consultin En ineers \ \ \ \. \.\\. \. \,� \-\ \ \ \ \ � �.\ \ \ \ \ \ -. \ \ \ \ \ \ ~\. \ -\ _\_ Q\ \ \ -�\- \ \ �1 h \ \- - t�� \. ry � 9 9 1 \ \ \ \ ~ . f : r ' ,' ! ~' : ' , r f rl! !' • . : ,~ fl,' BEFORE YOU VIII 1201 Third Avenue, Suife 900 x \ \ \ \ \ f , ~ ,. : f ... r ' I'r ~• . CHAIN LINK i Q \ ~ ~�. f ~ ! • ! ~ ~ f : r ..i, r . - - Seattle, Washington 98101 \ \ !'. - ; 1 ' ~ FENCE 1800-424 5555 Y ~ f r ~ !` ,'_ : r ~ (206) 622 -5822 Fax (206) 622 -8130 FJ-- \ . \ \ - _ - r ~. ▪ .' • - : ~- - f : r. f - :I( ~ .. • : ��: NOTE:. V RE.,�.r:i� \ \ ' \ \ \ ' -; -r f :~ ~ ~ rr ri - SAWCUT LIMITS AS DETERMINED APPRO ED Cltv tU:C' +.'U1 \ \ \ \ \.. _�'• r !~ f !1, ~ f -: LIMITS OF a \ �\ - : _.,-• --�, --••1 '— • ,; - •:_' ~ ;! . • :. -. „ • f,�: '! r BY FIELD INSPECTOR Xil l L 7(1f17 AIRPORT MANAGER v \� \- f = i , . f WORK \ \ \ T i ti,` ~' ;' ! ! ' 11. ~ ! Rick Renaud j \ \ \ -r~ : j ~ � �,_ ! ; i ! ~ r ! i : i � f. f : PERtutITCENTER AIRPOR \ \ \ \ \ ~ ~ r j' T ENGINEER Y \ \ \ \ \ \ \ '•! • _ r .. - ': ~ �.. �'• -•.�- ..ti' - '�" \ \ -; : r ~ : _ -�_ -1, ./ KING COUNTY INTERNATIONAL AIRPORT (/7 \ \ \ \ \ \ \ • f •. .,: '7 r .. _ -"-- • - - ' ti • • = i - , � - .'t'._ a ' � .i � r ~ ~ f ' � f r I<l / ll:il reviewed by the Public \ \ ! BOEING FIELD SEATTLE WASHINGTON \ r ! r ~ ~ `! r : ! ! :' f ' V ! r �t Depa rtMellt for conformance with current ~ 1ty standards. Acce tan � • r �.. _ ce is sub'ect to errors a \ \ \ \ \' •!• '; ~ •E . 'f' �!� ~ ''' p , nd LOT 14 REDEVELOPMENT m \ \ \ . !~, ! f : r f . ~ : ~ : f r omissions which do not authorize violations of rn \ \ \ : ! f ! '! - ~ ~ =-' adopted standards or ordin �nccs. The ,t \ \ \� \\ y y _n rests totally with the ¢ ►� \ ,rte - --.- : ! :! 't, ~ f ~ , y . .or the adc uac o : :; - -; ~ : -; .. f . -! -; f� i d PAVING AND H RIZ NTAL T Y J \ \ \ \ \•' r. t r ~. : f • ' ! , r ._ f • ; f ~. ;' ' ! loons, deletions or revisions to these 0 0 CON ROL PLAN CD 2 •�• \ \ \ �l _ • .: r ' ' :~ f r ` y '" f ',r • • r '' . y . 'r ' drawin after this date will void this acceptance p \ \ f f : :' f ! ! f f f and will r uire a resubmi ! \ \ \ f f ! . : • f -f~ e9 ttal of revised drawings w . r \ \ \ f . f ! : f . ! _ f ! r . ! f f -r~ for subse uent a roval. PROJECT N0. -' 1 r \ II ! : ,. f r r f : ! ,. ! 4 Pp �+/ DESIGNED BY: ' . .. . .. \ \ \ \ : r f• •f ti f ': - t • f •r •f '..j- _- J -:--'` - '! ,. 1,G1� LAW 1 7 s r \ # \ f :' • ~ : f ' !~ ! , r _ j ! :~ . f r �. r f f O pP ■ASy r�1rl 0 5 69D 1 ' ... \ \ ! ! ! f .. f f r ! • � ! r' Final acre tanCe 1S sub ec y4a' !H 'S' RAWN Y: a : : r _ ! . : I p 1 t to field inspection by Q e�, D 8 CAD FILE N0. r \ \\ \ ! : : f f -f : f, the I',hi' - e 1 x r \ l ; . ~ ! -. ~ ~ !, ~ I ,: Works utilities ins or. 2 REB t = r ` f r r = r r _ j ! -! r r Pecs CADFILENO O , \ \ \ f !• r -! ! 'r f !• •f • t ! r r• llatF: / i EHEL�KED BY: r r \ f ! ! f '! ! ! E ! :' I: By: DRAWING N0. ' ' . .. \ \ \ \ \ - r - ! • r ! - ! • f • • f ~ ~ .. • i r :- ! EORNERr 0 'ASPMACT.,' : 1 ! - f • • f • r ~ : Z� I u , Z `�. ' t .. • f ' f ' r 'r~ r l f t • r ' ! r r t.2r W.. Of�:' .t IP ! ! f ~ r r ' _ f f r ! RJL i \ \ \ t ,. r : ,t y ! f - -- C .0 21069 vim - Cri \ \ \ . • _' _' _ • • • .' • - _ • . . .. .. _ . • . - . ..' • . . • s . �c� '��crste�g� �� DATE w o p �� i� .i.1� a4 .a- �. i� �� k �.a �i �.��.� .i��.+.. ...► �aw.�.i.�.a ��.-. � '' DATE C -5 4 o (z \• \ \ \ \ N 28 2' 13" NA6 k P ( e�lxe.9 oe /ot /os �SCA �O z x \ IJ CORRECTION - 1 V� ' 22x34 TITLEBLOCK 1AUG01 �° _ LTR# 1 ) Dpa Oa 0 _ • r ,i M I 4 S 4 i 1 - ir I L,,..r • a. _ -- _ -- -_ _ _- _ _- - -_ - - - _ -� _ _ � \-- L -- �' -- -- _�_ -� - n`'T _ _ - ___ - _ �� — - __ 1 1 T O O BE PLA O " MAST ARM �CONTRACT OR 8 0 E - '---- ______ -_- °__� _ - - - __ __ 1__ _- t __�__ - n - - _ - _ COORDINATE WITH CITY FOR SIG LOC .�, - - - _ __4 °___ =__- � - _____ -_ - � -_ u_ _ J, _ R - -M-0.i-1- 1- 8 -- _ _ ON ARM �� IP - _ --- _ - - A_ - -0 __� i - - n - -� _ - �- c., -- - - - -- - ___ -_ - -u- _ - n - - _ _ I I £ o '- — CONTRACTOR TO F1ELU LOATE EXIST _ _ _- _ _ ° :_- -: .-t: ®; - _ _ _ _ - - _ _ _ _�_ y- -,� !� �` _ _ �- 1 TP — -L — I J -BOXES AND TRAFfIE_LOOPS PRIOR - _ _ _ _ _ - - - - _ ° - u = _ _ � _ U - - rr +- - _, , _ - - _ a Q �-_ �. �_ , I _ I TO INTERSECTION CONSTRUCTION, TY�. — - !-- _ - - - - - - - - _ _ _ - _ _ _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _` �� - = w _ _ _ r - _ _ - �t _ - _ _ _ _ - ,� _ _ ___ u = � y__ n A I ---- ---- ---- ....-..t.___ --- - :11/ - - / f - 1 - -1- - - c. - _ _ _ _ _ _ _ - _ 1 r - - /4 S -- - CO NTRACTO R' TO FlEL6 L OCATE - EXIST- _ _ _ _ = .- _ _ - _ . .- r - a - - - -__ j___ T M�,R - _ ____- - - - _ _ _ - PROTECT- oR_REu►cE�' - r — ; G N WAY ' BOXES At� TR FFlC LOOPS PRIOR _ _ - - - ::::"-fir _ - ' _ _ = -_ SOUTH To iNTEiECTIONNSTRUCTIePI, TXP_ — - _________ I -_ STUB -OUT LOOPS, TYP. -- - -___ 1� I N 221' — — _ a _ — __ _ -- _ .;_" _ _ _ _ _ _ _ - SEE�TY .OF TUKWILA-- 4 - _ _ _' �� (MONUMENT UfV I �' - r',,--- - _- -_ `-_______ -___ STD PLAN RS -3F�R -,--- _____ -_ �-� E) I �l , r - `=_� __ -_ , . E-�_� - --- _ _ _ __ _ =I~ PAVEMENT PAtHING __ - - ' - : -- -- - - - - -- _ _- ~i ' ' 1 r - - = i . D _._ - � , 1 590.70' - _ _ _ _ _ 1=- - - _ - - ...� � ! ` IMO MN , J TO GRADE, TYP. I - - OSS\VALK T'ER- lI _ -`� =� _ - - � �� - - - z ' " ..... - -- -`�.,� - - / -, '- - - TUKWI STD. R _3_19 - - - - - - ' ;- _ - ,` _ I— tri o - �• _� ! �� _ — _ _ _ _ _ T N -- \ -- �� _ I RELOCATE STRAIN POLE SIGNAL HEAD TO - - - - - � , _ . ocy r � ,_�_ —�_ — _ _ y \ -- , l _ _ _ g z--EAST SIDE OF POLE. CONTRACTOR TO �� - - - - _ _ _ - _ -�—� __, _ ti, �� I - "� ; .. � ,� �� COORDINATE WITH THE LL� TUK WILA , ' ' - - - . s- , it�' _ !: -. - - --it = PUBL1� WORKS. _ _ _ _ _ _ _ _ ;---- _ 1 '--- - -____ ___ � ' `� - -�� -_ _,� /� -_ -P 9 CLE i RAFFIC -CO�R LER =_- '�_` °__- ______- . (;:b 1 : 1 1 _-- ` '' - -____ \- N '.t r ,- -1 • • � n . ill �' - - - -' - 5 MIH. DISTANC€ -B _ __ _: =_�= _ -_ _ TMH - I ,, , �t - - ' _C1Igg AND OUTSIDE EDGE OF POL€ -- - ---"- -�-- �_ - r. 1 __ -_ 1615 - I - I J ' —, — _— �� - 'NO TURN ON RED" SIGN R10 -11C (24 "x30') ,�_ — 88�� -,. \.' , - - - PL-AGED _ON NEW WOOD POLE PER CITY OF I " - - _ ; — ?; \~v ,� TUKWILA STD. PLAW RS =t4. - - - _ _ _ _ _ _ _ ® , r � _ z ti ` „` 1 . I � � I LOCATE EXIST. SIGNAL LOOP J- BOXES. - - _ - - ' , r - - - - _ _ _ _ _ _ _ ' ��• , r' KI 1 ABANDON LOOP CIRCUIT FOR LEFT TURN. - - - "" 'T NR U SIL : . HA NGAR 4 CONNECT RECOST TO CT EXIST GNA JBODE ON LOOPS. , 1 • I \ ® INSHOMETTALL J -BOX � . ' GRAPHIC SCALE ii f TRUDED CUR ICI OWN BOX IF WITH NEEDED. CONNECTION TO il 0 >l0 20 40 8 ' �' " II COORD. SIGNAL MODIFICATION REQMTS. - - - _ Q ; . ;; WITH CITY OF IUKWILA. 1 inch = 20 ft HORZ Y r r ' " II 4" WIDE YELLOW CENTERLINE CONST. ' Z I I'I I 4" WIDE WHITE EDGE LINE. EXTEND , LD M I I ' ` LINES A MIN. 45 W ' 1 III 1 c 1 II � __ E REV PER CITY COMMENT, ER # 07/08/02 _ 11 v/ "• '�' I "' ' _ � — — _ a r I _ D ISSUED FOR CONSTRUCTION PER R 17 02 E 12 04 _ ►- I _ i _ ,' �' F / / _ Q ` - - ' app 1, • r= _ _ = C ISSUED FOR PERMIT PER ER # 11 03/20/02 °- Q I 4 WIDE YELLOW _ _ I ' ' - . ' I t J Y PAINT LINE •` - - r ' / B ISSUED FOR PERMIT PER ER #10 1/22/02 � . REVIDATE co 1 I - -- __ _ _ L L MARK _ _ _ SITHE AUSTIN , -� f Cn :-----. / I r I , 8 ' ' 4 CONSTAN• DESIGNS • — ,' _ _ _ - - - - - - -- - ' _ — US000 NT6i1�1TIONAL BLVD, 9U1E 3RF p 1 / / k' , ' _ - - — ATtt WA. 9 - .� Ris1 -1104 CITY np t�K f:t:A O I * I , /, / ' _ _ _ _ _ _ _ _ / - ' NM11 i.�Lo01n I I , Ip 8 WIDE WHITE n _ t j< i PAINT LINE �' I� 1 �' '� L 1 PEP.IItITCEN'E [MI • ' I C t ' _ - - - " " , ' - , C onsulting Engineers I 1 _ - ,l Y , r TIE DOWN ' n - - - ' Y �r " - I NOTES: ii n? F - B • , a ,I A 1. CONTRACTOR - TO SURVEY AND STAKE 1I` PROPOSED CURS APPROVED - ' C 5.6 , ;; 1 RETURN PR TO DEMOLITION OF EXISTING CURB. _ _ _ _ _ _ _ AIRPORT MANAGER - • "' I if ' 11 , ,� I , - AS NEEDED. AIRPORT ENGINEER U JJ i .; � 1 ,� • 1 I , _ __ _ _ - - - -� • Y - �._ �, _ , - - ' `.` - - ��V`„ 1 _ _ KING C INTERNATIONAL AIRPORT v5 - ` O • Sinks Department for conformance with cur 1c1 - = _ I _ _ _ City standards. Acceptance is subject t o error. and �� _ = =- - BOEING FIELD SEATTLE, WA J . ' i I • ' _ _ _ - - - ' - - ' omissions which do not authorize violations rn _ LOT 14 REDEVELOPMENT L I - , , _ _ _ _ - - - - adopted standards or ordinances. rt�f�rea ;xlrnR, 1i1\ LI ^ ? l' li i an III 111 j ' t- - - for the adc,;Lacy. of -tile �1Fsigri rests totally wit ili the i � �A _ _ �� TWY OFA - c - - 4 t 35' 81' 35' - - ' 1 I j . - ' ' _ _ designtr. drawings after this date will void this ac Acations, deletions or revisions to . thesg z - _ _ _ - - - ptancel _ _ _ _ _ STRIPING, SI AND SIGNAL MODIFICATION PLAN J ' • i _ _ _ _ - - - and will require a resubmittal of cd dtawitt U = o Y ', I _ _ _ - - for subsequent approval. Y I ' I _ - _ _ _ - i `� 1 L DESIGNED BY: PROJECT N0. I - I Final acceptance is subject to field inspection 11 , EIAZ� LAW 01 -5769D 1 - - - I - the Public Works utiliti inspector. DRAWN BY: CAD FILE NO. y of va sy� C. _ 1 I , _ _ �' � c X vase - - - - -- - - - -t - • 41'k4 � i► '�; ,1 REB CADFILENO j l OZ te , ' 1 c4 �� ' DECKED BY: DRAWING NO. i i' RJL • U it Y ..�..... k A n oes DATE: ° ° w . -�. N 28'42'1 3 8 .. ' i ��.4 I Z Y - 1 ExputE3 08 /01 os /rif°1 i�A 2D 22x34 TITLEBLOCK (1AUG01) w e S M , , M f - CL - .---0. _--"ILt ----- -------;71-:"---------------.11_-::=11- -::_. - - - --IL _-' - - .-4:-"--r\--iir -:17- - IT - - 71 - - -n - - - ff _ _ ----- ---- ---- ---- --- --- ---..... ,..._..,—.- 7 s — — —. ■— --.._ —1—i---__ Lai u - __0 =v- ., = == - - -- J - __ t L ' Tt - - n __�_ - _ - _ _� I 1 — _. _ f_ _ _ _ _ _ _ _ — — (t IA co an v --------- � } ‘r' - _ _ _ _ _ 11 y _ �- iflilli,::::---1-11if---:::::-:::":----11-77-: I I • =_ - - -- ___ - - � _ - I 'NAB- WAY �0 -- - - _-- - - - -== _ _ N U TH ---- - T - --L-_ I '- _____ - - -_ _ - - � �— t � I TV � n� -- t r ' = ` . i Q R, 5 �� - _ _ _ - _ _ 1 na � �a FUTURE CURB ALIGNMENT - - _ '__ i _ - - - - - - , D0a . oao 90.70 -_ - _ -_ _ - _ _ _ _ _ - _ _ _ - 4 CONST TEMP CONC BA IER , d - _ P_Rr�T�A - =� - - �,, _ _ _ _ _, _ _ jt—F_ =_�_ '� _ - - I _ _ _ - - -EXIST SIONAL ND POLE MAINTAIN AND - _ _ _ t_ " _ �___ 43 _ _ - � r • •_ , - - - _ � - _ — — _ �� AS SHOWN. - - -- - - APPURTTECENAN6'ES ' - '--- 7_, , - ' CD �, �_ �� -__ — _ — ?�� PROVIDi ADA =ACCE - j 1 , y _ _ = _. / - -A CR955 -- CONSTRUCTION : • - - ° ' — _ CONST TRAF�IGSAFETY — ° CRO • WALK _ - _ _ - --- ---- -_____ DRUM BARRIER A,�SIiOWN�`�, =�� _ Ear L S NEED� -_ - ,_° N \ • I� �, IAITAIN A MINIMUM 6' I Ilia _ _ _ ::': ::z • I i ' - REMOVE FENCE LIMIT - :1-- _•' - ` 336= 88'-,N -�- 1. 2J i _ _ :_ CONST TRAFFIC SAFETY � REMOVE EXIST CURB, GUTTER &SIDEWALK - ' - - - - - - _ _ _ I a , DRUM BARRIER. AS SHOWN i TO P.T. OF E MARGINAL WAY. IC z1 i �, �� CONSTRUCT TEMP ASPHALT SURFACING. ; � HANGAR 4 RE EXIST STIIPC� _ Q ; PAVEMENT MARKINGS'' r � ` � ' � ; GRAPHIC SCALE wT 0 10 20 40 80 ~ "I M 4" YE _ _ _ 4. Q CON � LL TRAFFIC LINE CONST ALONG TEP FUTU •E LLOW TERPAINT N - - E_') ' LOOPS I M MEDIATELY ' FTER DEMOLITI01� I ■ C ONST. TEMP: 4 WIDE 'r , ► E , , t inch = 20 ft HOW z' SEE SHEET OR C -6.4 TO I-A • NEW LOCAl1Ch „ WHITE EDGE STRIPE: EXTEND LINES `� - A MIN. 45 FEET. - / r w a ' C1 iI - it 1 , I w — '- I ti 4 a - - - - - ' -- __ r ' II O ,' r i illi z re) --- - __ ---. 1 �� 11, � i I • i - / ,I 1, i w , ' 1 , ' • Y J r 11 , ' I L. I _ _ _ _ — Vii,- - ` . i MARK REVISIONS /SUBMISSIONS DATE • 0o ti II __ _ ' i �' — . - - _ _ L _, - _ _ a THE AUSTIN l 1 // • - p"- , ,- • • COMPANY / — _ t , _ ' / B I t - _ _ . ' eL. , _ _ - - I 1 r- __ ti t I _ _ _ _ _ _ 7, \Y x r I i1 L t -- I - - ___ - - -- CALL 48 FOURS WO J t , " r i ti , ; ' Ito _ _ _ - - - - - , - ' , Consulting Eng _ __ BEFORE ' ;; t __- - - - ' ' 1 _ BEFORE YOU DIG 1201 Third Avenue, Suite 900 ' " ' '' - ' - - _ _ _ - - _ - I - - - - - - 1 Seattle, Washington 98101 - (206) 622 -5822 Fox (206) 622 -8130 APPROVED v I I f ,1 it I / , / � '4� - il — Y .0 _ _� ti /j , r AIRPORT MANAGER I f '' I I I Rick Renaud ~'_ - —r _` �� ; /' t 1 i _ _ _ _ ,, AIRPORT ENGINEER r �'— — ,.s. � - - ,, _ J � 2 ) / ' �' • ' _ _ _ _ _ _ t l plans haCC ]teen rCVI Cci 1 by the Public + • - — p KING COUNTY INTERNATIONAL AIRPORT (' / � ' ' - _ _ _ - _ l its standa dsmAcceptan c ��;bject to errors aad BOEING FIELD SEATTLE, WASHINGTON c� , , - t , " _ - - - - - ' . - omissions which do not atrtt, ,,,e violations of ; LOT 14 REDEVELOPMENT x , i _ _ _ _ - - hoi adopted ni,,; .iards orprdi -nan 's. The responsibility ' Y — -- — — — — "� _- th,.: 0,in -,Icy of the design res ts totally liJ • i �—� CFA TWY OFA ' ' � t . - - _ _ - Y with the vi I _ _ - c +esigner. Additions, deletions �r revisions to these ; _ _ _ drawings after this dat' will vpid this acceptance � - _ _ • _•._ _ _ TEMPORARY TRAFFIC CONTROL PLAN _ 1 ubmittal t of revised drawings s o Y m 1 ' I - for subs re, 1 in , t � t t - _ - e Approval. • 1 • _ _ _ - - - - - - \ i DESIGNED BY: PROJECT NO. cr) IL _ — t }'final acceptance is subject tol field inspection by 0 � pe r LE/if,, LAW 01- 5769D1 — _ _ _ ` _ _ _ — — — , , . the Public Works utilities in, pector. �, H (_ __— . . •�-- -- Date:._ - Q �� c DRAWN BY CAD FILE N0. _ $ Za1 0 `'. - - ' -- ,_ . efic) BY: DRAWING Ng.,75 N ° J I 3 2002 N - y ; - „ - rat :: � � .� 4.. ► A t cg sTLICI'v DATE: JUL 2 o o W , . N 2 13 AVM" r /ONAL 0° 9�02 gi I PERIT CENTEW - 171 _ I MIRES oe /ot /oa /1401-SCALE: 20 ' 22x34 TITLEBI.00K (1A0001) I. • I r 1 ._-_,- 0 J Q_ f t 1 ■ GRAPHIC SCALE o 10 20 40 so W V co 1 1 inch = 20 ft_ HORZ E� C) I I o- O J d CO o >- t C� - Q L j ' ) i . Q m t W d Cc N - - - T- - gin. A+ i_ i L M RUTH ;.— - -f - _ J -fl • r . � . .._____ ! T i - _ - •CCM{fREIE_1N 2 1J7 . 11 . 1 41 111111 111111111 . i :: . ,••- I - 1 _.- I _y --- -- PIPE Dn. 1.1" (aJGt -- a< - E1.E,,IB \ \ (� — . ter: ,~ ` �_''___�� y, 't. z�. A_ _ - -- - -_ - ___. _ _... ________ . . _____. . i _ _ Yom..__ -- L / r _ --�- - y-;_ -x• r .. _ i '�. .J'• 1.80 - - -•. _• �_ - - - - _ - -- • s 11100 - __ <_ -.,,. y _ -. aam / - _ y ._ _ t 77, .v' 7 tR' - Cr) .no tam - _ SC i� :, I i 2 1.11 d ,' • , ta.n : aro 7 / I � r y a 4 Tre� : am I r.ta atl7 1 z R_ t . r_ .l I Y I z • Z t ` - • - — - - - - _ + -T - -----------E,a__ -- .._ ---L_______-__=._- -'''''''-'''---'------- ro i li I co i CD o O il L k �� 1 CD DO) ()a° II I I ._. { CD ° o ! �J 1 CD I cD X l_ R ECEIVED ans have been reviewed by the Public clTMOFruKw+tq • ___ __ _ fl — - -- - on Department tun conformanconformance with current JUL 2 3 20 0 •a-w- -4--c- +�. -w --w . . e- • +• --- -- ► ' _a - 'r" - w - +---' -- o < ' w w r ►_ . . .. - -. . ..__....�...w --- • a o- - w -- 'r -- --- - --.•- _ +- - _- `a.- ••-- •_- f- r - -•--. t.1 . .'�l:Cl'p(:1111:0 is subject to errors and .1 .rdl • •-r - - - + --- w - •�' 'w - r •_-•-- r-_- e--- s--•- .- w- r- •-- w._�._�.._._w--- w. - -"- w--- w.._. n----_- w.-.- w-- s--'-+-f.--- w-- 9-.. r_- r.-- •- +s---- �.- ..--- ..a--- .w --� -. �.."w ._�__�.. _.._- 1 omissions which do not authorize violations of adopted standards or ordinances. The responsibility l / I : 'I liC c�tuacy of the design rests totally with the 1. b �'fil \ designer. Additions, deletions or revisions to these ti�� of ��SHJ . p :;: *' ' „ l: ra \tin -after this date will void this acceptance ranee ; ° cs Ae ttex F].� 1 41 d ,,;1f Acquire a resubmittal of revised drawings "y. for subsequent approval. i r, N Date: -91'0,,, 21089 �� w Final acceptance is subject to field inspection by t sTeR G` 1 0NAt Q a the Public Works utilities inspector. yz Z O Z--- Y Y B O >:- V I A l y: 08/01/03 e' Z_ I EXPIRES 4 DRAWN BY DESIGNED BY __i ZRG ZRG (C ALL 48 HOURS a THE AUSTIN KING COUNTY INTERNATIONAL AIRPORT SHEET • • CLAW ED BY APPROVED BY BEF YOU DIG MB Consulting Engineers T • COMPANY LOT 14 REDEVELOPMENT DATE 1-800-424-5555 1 201 Third Avenue, Suite 900 o MAY 08, 2002 Seattle: Washington 98p1 n+ er �� TURNING MOVEMENT STUDY • _ F 06/27/02 KPFF REVISIONS PER CITY COMMENTS �r,►n1EwA1►�la __ (206) 622 F ax 12061 6�2 -8x30 SCALE: o NO. DATE BY CHD. AP PR. REVISION J 0 B No.: 101183 r =20' W862 �II� E� Z x OF v 1 i t 411 I i File: D02-0019/ D 02 -0020 35mm Drawing #1 -67 111111111 4. c • PURCHASER RESPONSIBILITIES • - SU N _ _ Ll �J �5 yL_ �, UVLJ 1. IT IS THE R OF THE PURCHASER TO INSURE 6. THE. PURCHASER IS RESPONSIBLE FOR ALL' AFFECTS THAT MAY ( ,� If' .n THAT ALL PROJECT PLANS SPECIFICATIONS AND APPLIED BE IMPOSED ON FACILITIES LANDS ROS BUILDINGS ETC.. o . I T " -j A -_ ;e- A � " f �, : / '�.' r , ; L DESIGN LOADS, FULLY MEET THE PROPOSED INTENT AS WELL AS LOCATED WITHIN THE PROXIMITY I F / TH STRUCTURE, BY T � L %� OF THE NEV NEW S RUCTU E B THE r . L v � IN L '. COMPLY WITH ALL APPLICABLE REQUIREMENTS OF ANY GOVERNING NEW STRUCTURE, AFFECTS INCLUDE BUT ARE NOT LIMITED TO ' AUTHORITIES. AND TO OBTAIN THE APPROPRIATE APPROVALS AND /OR SNOW SLIDING, OR DRIFTING, AND WIND LOADING, SHEDDING, OR BUILDER: STEELCRAFT I , • .. • : AA PERMITS AS MAY BE REQUIRED FROM CITY, COUNTY, SATE, OR VORTEX ACTION, , .� FEDERAL AGENCIES. 7, UNLESS SPECIFICALLY STATED OTHERWISE WITHIN THE SUN BUILDING CUSTOMER: HANGER #1 V 2. IT IS THE RESPONSIBILITY OF THE PURCHASER TO COMPLETELY SYSTEMS 'PURCHASE OFFER', THE FOLLOWING SHALL GOVERN: LOCATION: TUKVILA, WA _6EID Mlnnl�TUN INC. UNDERSTAND WHAT SUN BUILDING SYSTEMS IS INCLUDING.OR a) IN CASE OF DISCREPANCIES BETWEEN SUN BUILDING EXCLUDING FROM ARCHITECTURAL PLANS AND /OR SPECIFICATIONS. SYSTEMS STRUCTURAL STEEL DRAWINGS AND THIS PROJECT IS SCHEDULED FOR SHOP FABRICATION AND IS SUBMITTED ' PURCHASER F OVERALL PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL FOR REVIEW ONLY WITH THE FOLLOWING PARAMETERS: i 1 l 3, IT IS THE RESPONSIBILITY OF THE FOR PROJECT COORDINATION, INTERFACE COMPATIBILITY AND DESIGN DRAWINGS SHALL GOVERN. BASIC BUILDING SIZE: SPAN 60 . 0 ' x LENGTH 184.0' x EAVE HT, 15.6' It ill a- CONN MYT, ROOF SYSTEM: R36 COLOR GAUGE 24 WITH THE CERNING SYSTE M MATERIALS TO BE FURNISHED NOT FURNISHED BY SUN BBY UILDING SU BUILDING SYSTEMS. S S . S b) STANDARD SUN PRACTICEBUILDING SS EMS , METHODS QUALITY AND CR ITERIAR • TOLE ANCES. WALL SYSTEM: W36 COLOR GAUGE 24 1 11 I TRIM: COLOR GAUGE 24 THE SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS M ST c) WHEN WINDOW AND /OR DOOR OPENINGS HAVE A F DESIGN CODE: UBC 1997 U BE U RN ISHED BY THE PURCHASER COMBINED AREA GREATER THAN 15/. OF GROSS WALL AREA ODE EDITION; E l l ES PRIOR TO RELEASE FOR FABRICATION, OR THE DESIGN ASSUMPTIONS ON ANY WALL, AND THE BUILDING IS DESIGNED AS LIVE LOAD (ROOF) - PSF STRUCTURAL DEAD LOAD 4 PSF ii OF SUN BUILDING SYSTEMS WILL GOVERN. 'ENCLOSED' THEN THE WINDOWS AND OR DOORS SNOW LOAD 25 PSF AUXILIARY DEAD LOAD 3 PSF i 4. IT IS THE RESPONSIBILITY OF THE PURCHASER TO VERIFY ALL DESIGN REPRESENTING THE EXCESS ABOVE 15% SHALL BE DESIGNED SEISMIC ZONE 3 Z = 0.3 I : 1.0 o • CRITERIA INCLUDING DEFLECTIONS AND NOTIFY SUN BUILDING SYSTEMS AND DETAILED FOR APPLICABLE LOADING BY THE PURCHASER. WIND DESIGN: SPEED ZONE: 80 MPH, EXPOSURE: C I : 1.0 DODO a a J Q OF ANY DISCREPANCIES OR INCONSISTENCIES PRIOR TO RELEASE d) THE SUPPLYING OF SEALED ENGINEERING DATA AND E WIND LOAD UBC qs Ce I 18.07 PSF FOR FABRICATION, DRAWINGS FOR THE METAL BUILDING SYSTEM DOES OPEN: MEZZANINE FLOOR FILE COPY 5. THE PURCHASER IS RESPONSIBLE FOR THE ACCURATE SETTING NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT ENCLOSED: LIVE LOAD PSF OF ANCHOR BOLTS AND ERECTION OF STEEL IN ACCORDANCE WITH SUN BUILDING SYSTEMS OR ITS DESIGN ENGINEER •, - �' APPROVED DRAWINGS ONLY TEMPORARY SUPPORTS, GUYS, BRACES, IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PARTIAL: ) DEAD LOAD PSF. LISTED BY BRAUN INTERTEC FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE PROFESSIONAL FOR A CONSTRUCTION PROJECT. THESE STANDARD ALLOWABLE DEFLECTIONS: PURLINS: L/240, GIRTS: L/240 ICBO APPROVED FABRICATORS REPORT NO. FA - 348 ERECTION OPERATION WILL BE DETERMINED, FURNISHEED._AND DOCUMENTS ARE SEALED ONLY AS TO THE COMPONENTS DCLU APPROVED FABRICATORS ID. N0. 7241 - ''" "° FURNISHED BY SUN BUILDING SYSTEMS. FRAME DEFLECTIONS: PRIMARY AND END FRAME DEFLECTIONS BOTH HORIZONTAL INSTALLED BY THE PURCHASER. " l r L T ' , AND VERTICAL ARE LISTED WITHIN THE 'STRUCTURAL CALCULATIONS' PACKET CANADIAN WELDING BUREAU CERTIFIED. NO. Y53 � �� ° � 11 � it ' e) ANY FIELD MODIFICATION OR ALTERATION OR THE ATTACHMENT � ��' �� 1 ' OF ANY E QUIPMENT OR COMPONENT TO SUN BUILDING SYSTEMS i �'I � � T UILDI G S STE S • �t Imo' '''�' -` ` p � � ' � - ' t =`' +,;�''" METAL BUILDING SYSTEMS, OR THE OMITTED INSTALLATION GENERAL NOTES: � � �� '.,.,.,,., .� �, < OF ANY SPECIFIED PARTS OR PIECES, WITHOUT THE EXPRESS n MATERIALS ASTM DESIGNATION APP R O V E D�� a - ' ' � , " � .�,, : WRITTEN APPROVAL OF SUN BUILDING SYSTEMS SHALL VOID WITH CORRECTIONS NOTE c � �• ' r;, HOT ROLLED MILL SHAPES A572 GR. .50 FY = 50 ksi MIN. ' t +a�1 . � fj'� ANY AND ALL WARRANTIES. HOT ROLLED FLAT BAR THIS AP PROVAL DOES NOT ' ELI EVE I °-' ''° '" ' F) ALL STRESSES AND REACTIONS LISTED WITHIN THE A529 FY = 50 k MIN W ...�. -�� °' -�-^ � `�ss�oiv � S , ��'' -� STRUCTURAL STEEL PLATE THE SUBCONTRACTOR O R TE R lAL �,�, ti31yt' J _ -� �,�� > DRAWINGS AND STRUCTURAL CALCULATIONS HAVE BEEN COLD FORMED LIGHT GAUGE SHAPES A570 FY _ 50 ksi GR. 50 SUPPLIER FROM RESPONSIBI FOR �F,�> v a �..��ly�' REDUCED 25% AT LOADING COMBINATIONS THAT INCLUDE COLD FORMED LIGHT GAUGE SHAPES. GALV, A570 FY - 50 ksi GR. D ERRORS OR DEVIATIONS FROM ' AWINGS EXPIRES 12/26/03 WIND OR SEISMIC FORCES. A446 FY =50 ksi GR. D ROOF &WALL SHEETING v A44 FY = 50 ksi GR. D 26GA AND SPECIFICATIONS. ',, g SHEETING $ ° SELLEN NSTRUCTION CO. INC. I ` / � I C 4.1 A446 FY = 50 ksi GR. D 26GA GENERAL CONTRACTOR P APPR�V COMPANY: ; � . STRUC N, TUBE /PIPE e A307 & A325 G J n by Date - E REVIEWED ALL INFORMATION CONTAINED HEREON AND 1 1�0_'.33;1011r1f 0131 r, r ,/ A53 GR. B FY = 35 ksi MIN. •.-V HAVE FOUND IT TO BE CORRECT. ACCURATE AND CONSISTENT WITH SIGNING PARTY: � _ a,;.� . PRIMER `� � � ' MY (OUR) INTENT AND PURPOSE, I (WE) HEREBY REQUEST FABRI- TITLE: SHOP PRIMER IS A RUST INHIBITIVE PRIMER. THIS PAINT IS NOT INTENDED FOR LONG -TERM EXPOSURE TO THE ELEMENTS, CATION BE COMMENCED. AND ACCEPT ALL PURCHASER RESPONSIBILITIES. TITLE: �f f 1� A325 BOLT TIGHTENING REQUIREMENTS I (WE) FURTHER STATE THAT I (WE) ARE AUTHORIZED DATE: / TO PROVIDE ACCEPTANCE ON BEHALF OF THE LISTED COMPANY. ALL HIGH STRENGTH BOLTS ARE A325 UNLESS SPECIFICALLY NOTED OTHERWISE. DIRECT TENSION CONNECTIONS UTILIZING E LIS ED CO P �A A325 BOLTS ARE IDENTIFIED BY ' x '. BOLTS IN THESE CONNECTIONS ARE TO BE INSTALLED AND TIGHTENED USING THE . ' TURN -OF -NUT ' METHOD IN ACCORDANCE WITH SECTION 8.(d) 1 OF RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING REVISIONS: • JIB `fir ASTM A325 OR A490 BOLTS (11/13/85). ENDORSE BY AISC. IT IS THE BUILDERS RESPONSIBILITY TO ASSURE PROPER TIGHTNESS. 2002 MORGAN ROAD SUNNYSIDE, WA. 98944 ALL OTHER BOLTED CONNECTIONS UTILIZING A325 BOLTS ARE SHEAR /BEARING CONNECTIONS. BOLTS IN THESE CONNECTIONS (509) 839 - 000 A B04278 RE TO BE INSTALLED AND TIGHTENED TO SNUG TIGHT CONDITION IN ACCORDANCE WITH SECTION 8(c) OF THE ABOVE FAX (509) 839 -0383 REFERENCED RCSC SPECIFICATION. THREADS ARE NOT REQUIRED. BY DESIGN, TO BE EXCLUDED FROM SHEAR PLANE. UNLESS BUILDING SYSTEMS e „P f7 c7� SPECIFICALLY NOTED. SOL�JT I ON8 ♦ 8ERV I C E � REV 1 p C' C d 2 — 2-c, 2-c, o o ''r r i_ I r r . I I I I ' 1 1. 1 1 I I 1'. I r I I L, . I''i I I i i ' ( 1 r r 4 •1 1 I I I I � 1 I 1 I' 0 Inch 1/16 1 2 v '3 d 5 6 �' vi , E.A. 1. ...s y Y S l `: D ”— _ ; 1. "— -- L I �.01--- _-� - 1 - U -- -- - -- ' I . i 1 ._..: 0 1. '' 1I111II111111 IIIIIIIIIIIIII I I IiLIIIIII111Ii1111 11IIIiiIIlIIIIIIIIIIIIIIIIIIIIIIIIIII . IIIIIIIIIIII�IIIIIII 11111 IIIII IIIII I /fra COLOR 1 1/4' T k 4' — 1.- -4' .'' 4 • ,—.____IfT\. 12' 12' — 12' Alikie44; . 1 C W A5' f . : 'R -36' ROOF PANEL 1 7 4 - 0 0 si.: ' ;�j ' i r 'W -36' WALL PANEL 1 J : � ,.. �� ' Fy = 50 ksi ��- y ,.. /' 3s� y ;31 ..,c) AM � I 1 ("SiONAI4 U . wis . .,,, Hy . _,,:',. A. ' EXPIRES I 21261 03 , DRAWING SYMBOLS AND CODES MAR 1 9 2°132 PART MARK & ABBREVIATION GLOSSARY - THE FOLLOWING ABBREVIATIONS ARE USED AS PREFIXES FOR PART MARKING 2 1/8' 2 15/16' IN THE FOLLOWING CONVENTION; EX. COL 1 OR XB3. t-. - ..I • + I • RE - COLUMN AND RAFTERS EC - ENDWALL COLUMNS NOTE DO NOT PLACE AUXILIARY LOADS E - EAVE STRUT ON PURLINS OR GIRTS UNLESS - FLAN G - GIRT GE BRACE FOR GIRT AND PURLINS THEY ARE DESIGNED FOR THESE 8 -1/2' 8 1/8' DH - PAR WALL COLUMN LOADS. WHEN HANGING AUXILIARY 1 . DJ - JAMB LOADS FROM PURLINS, DO NOT P - u SUPPORT OFF BOTTOM FLANGE CB - CAB ROB, AND ANGLE BRACING OR DRILL HOLES IN BOTTOM FLANGE! 81/2' GIRTS — G . Fy F = 50 ksi RAKE CHANNEL RC -14 (14' —0') PURLIN & GIRT LAP INDICATOR - OVERLAPS FOR CONTINUOUS Fy = 50 ksi PURLINS & GIRTS ARE CODED AS FOLLOWS 1' 2- 3/ 4I = 1' 2- 3/ 4 LAP 1' 2- 3/ 4 CITY I � =F I,:, � R I, , OF � !i`" � ��`.t CITY OF 2 1/8' 2 1/2' 2' 5- 3/ 4 2' 5- 3/ 4 LAP MAR 2 ;'iii)/ 1 + —' , r'1 1 2' 5— 3/ 4 PERMI�( CErq 7ER 8' 8' , � V VA 2 3/4' 6' 1 1/2' ---1 r*•-1. 1 3/ 8' -1 -. 1�•- RIES 1 1/8' I I r 2' I i 1/2' 1 3/8' \ J -3/4 1 3/8 T --- 10' PURLINS — P 10° CEE PURLIN — P EAVE ANGLE SEA— BASE ANGLE BA -14 RAKE ANGLE RA -14 SAG ANGLE SA -14 OR SAG ANGLE SA -25 Fy = 50 ksi JAMB — JB HEADER — HD 16GA. x 14' ON 16GA. x 14' —0' 16GA. x 14' —0' 16GA. x 14' —O' ,09GA x 25' —0' Fy = 50 ksi Fy = 50 ksi Fy = 50 ksi Fy = 50 ksi Fy = 50 ksi Fy = 50 ksi DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED 0 s 1 DRAWING TITLE: OWNER : HANGAR #1 DRAWING NO. 11 -06 -01 2002 MORGAN ROAD COMPONENT PROFILES & FILE NAME CHECKED ENG REV SUNNY0 3 SIDE, W - A. 98944 DRAWING SYMBOLS & LOCATION : TUKWILA, WA JOB NUMBER CS FAX 509 )8390383 CO DES B04278 THIS DRAWING IS NOT BU I L D I N I G SYSTEMS BUILDER : STEELCRAFT SHEET OF TO SCALE sOLUT I ONN ♦ $ E RV I CE DESIGN LOADS . . / I I' 1 •) I I I 1 1 1 1 1: I liiil l ili " C i 1 I Iu , i 1 1 I i I I 1 I r '.' I 4 I I I 4 0 Inch 1/16 1 2 '3 4: 5 6 rV. L ys. ,a.. 1 hIIIIIIiIIO II III.iIIiIIIii 11111IilOi IiliihHhiilllil liiililil sill.11lllllllllll mlld ...■.■ ' ■ • O . 184' -0" OUT -TO -OUT OF STEEL ® i . .., © 0 0 ( 0 o a 23' -0" 23' -0" 23' -0" 23' -0" 23' -0" 23' -0" 23' -0" 23' -0" RECEIVED - CITY OF TUKWILA MAR 2 5 2002 • PERMIT CENTER N d I 0 I I O 1'_2" '2"1--A .. E 1: E A 1 ' -2" ..., N C r C C : c O a , I I c c ao . N N c m N a) J I w D D D X d- 0 ii B I s`° s 1 B H —i • 0 1- M A 1 0 -o o co o m F I x ? • O N D 1- ,� D N ' o © o 1 D D s. r v P 11.) r--, Co to 5 M to c.° Q C HC C' C C . e I a , i o I I OI l�lt'j .,` ra �O ' B 9 ti • , ,. ' ::�. _ : ." :a '. t , . 23 -0 23' -O" 23' -O" 3'_0 " 23' -0" 23' -0" - 4i.i_...r.....i., ' F RAME LINE 2 ='' n � • DIMENSIONS O ti � . �' fl ' ec., ''--- .. !'". s, ,, � 161 ' - 0" 0 ® F EXP IRESI 2126/ 0 3 l ANCHOR BOLT PLAN , - NOTE: All Base Plates 0 100'- 0 "(U.N.) • DATE NO. REVISIONS BY CHK, DATE DRAWN ENG CHECKED 1 DRAWING TITLE+ OWNER + HANGAR #1 DRAWING NO. 11 -05 -01 , FILE NAME CHECKED ENG REV 2002 MORGAN ROAD ANCHOR BOLT L SUNNYSIDE, WA. 98944 LOCATIO + TUKWIL W A JOB NUMBER MBSAB (509) 839 -7000 B04278 FAX (509) 837 -8064 THIS DRAWING IS NOT BU I L D I NG SYSTEMS BUILDER I STEELCRAFT SHEET OF i TO SCALE QOLUT I ON* +SERVICE Z 2 l I I, I I I 1 I I i I'' i iiili i i I1i,1 II t,,,'i , 1 1 1 1 I �, I' I .0 Inch 1/16 1 3 d 5 6 `, f • -WTr i'r , rrri+a + I 1 1 III IIIIIIIIIIIIIIIIII III I IIII I I IIIIIIIII 111111III1IIIIiIIII1IIIIIIIIII�II�I�I�iII��IIII��II��III III IIIIIIIIIIIIIIII I II II I lII IIII ■■•■■ ' ��41MMEMMMK AMMMINMOW Dia= 3/4' . ` -P oe Dia= 3/4' 'P . NOTES FOR REACTIONS ) . r 6 ' I 9 0 eo b � Cr. S9 X 0 0 , Building reactions are based on N the following building data: r _ O Width (Ft) = 60 I O O I O NO / J A J Length (ft) = 184.0 ° I 4 , o ' Z - Lave Height (Ft) = 15.5/15.5 '~ 0 I O Roof Slope (rise /12 ) = 1.0/ 1.0 Dead Load (psF ) = 4 - I 3 f �• Z a LiivteaLoadt(psfd ) psf 20.0 3.0 EW Q` I 2 ~ 1 2' 3 `- 4 " 5 Snow Load (psf ) = 25.0 I 2' " 2' 2 2 I I } I I Wind Load (psF ) = 18.1 I I Wind C ode = UBC 97 1' -2' c-2 Exposure = C DETAIL A DETAIL F Closed /Open = P Dia= 3/4' 1 P Dia= 3/4' ' LINES 3, 5 & 7 REACTION (KIPS) LINE 8.9 REACTION (KIPS) • Importance = 1.00 o e O DESCRIPTION SUPPORT HORIZ VERT Seismic = 0.36 6' 9 0 �� DL 2 _ D +L 1 0 Q) `c� 8' ,9 Q e D +L 1 1 13.90 DESCRIPTION SUPPO HORIZ VERT seism rhic Z zone = 3 I - - 1 `O + ,00 2,53 5. Loading conditions are: -1.45 31.06 D +L 2 0.00 5.26 1 DL CO + LL RECEIVED , - T - sw D +W , ±3.44 -4.79 D +L 3 0.00 5.49 2 DL +LL /2 +WL1 CITY OF TUINUII_A 3 DL+WR2 - - 0 I 0 4" � 0 I° D +W 2 ±1.92 -15.33 D +L 4 0.00 6.27 4 DL +CO+IL +WR2 /2 01.0 4 " D +L 5 0.00 10.75 5 DL +CO +LL -LLR /2 MAR 2 5 ?002 EW _± _ 3' o 0 I ° EW 4' D +W 1 ±0.91 -1.09 7 wRi - J A D +W 2 ±2.66 -2.19 8 DL +WRI +WS PERMIT CENTER "II D +W 3 ±2.66 -2.34 9 DL +WP See Pta 2 2 2 D +W 4 ±2.66 -2.64 10 DL +wt_1 +ws n See Plan D +W 5 ±0.92 -3.25 DETAIL B DETAIL G '- 2 1 . Dia= 3/4' 6. I FV -o 1/2• Dia= i/ 2/4• I I 1 2 ANCHOR BOLT SUMMARY _ _ 3 1/2' 3 1 / 2 ' r I LINES 2, 4, 6 & 8 REACTION (KIPS) N 0 I 0 _ Ont Loc Dia Pro ' 4' oI DESCRIPTION SUPPORT HORIZ VERT ° I o o `- 1 2 an) (in) o 0 D +L 1 1 13 } __.._ _ -� _ _ 4 o o o I i o �' D +L 2 -1.45 31.0 i I o 32 EW 3/4• 2.50 8 1/2' Cu D +W 1 ±3.44 • -4.79 0 52 RF 3/4' 2.50 SW 2• 2• �.--L .I 2 2' N D +W 2 ±1.92 -15.33 LINE B REACTION (KIPS) + 16 wF 3/a 2.50 4 4 SW DESCRIPTION SUPPORT HORIZ VERT See Plan D +E 1 ±4.51 6.60 © D +E 2 ±4.51 -5.29 DETAIL C DETAIL H D +W 1 ±2.41 -4.21 BRACING REACTIONS Dia= 3/4 D +W 2 ±2.41 3.45 Bracing (k ) 6' D +L 1 -0.11 3.86 watt Cot Horiz Vert I I D +L 2. -0.11 0.49 _Id _ _Id Reactn Reactn T - 1 2 `- 3 4 .. 1 D ,G ±1.49 ±1.40 N 0 I° 4 " I ) I I 3 5 9 F ,H ±1.51 ±1.13 '" °� ° 5' LINE 1 REACTION (KIPS) - . m • u - , DESCRIPTION SUPPORT HORIZ VERT D +L 1 0.00 9.76 2' 2' ( D +L 2 0.00 7.56 '- 1 2 sw D +L 3 0.00 7.56 DETAIL D D +L 4 PORTAL COLUMN Cif V �` 1'.'�� "` - 4J, .LL.I Dia= ;i /4' D +W 1 X0.92 -2.88 ` N. LINE H REACTION (KIPS) �, D +W 2 _2.69 -3.04 DESCRIPTION . SUPPORT HORIZ VERT w > >- • r I 3 ±2.69 -3,04 D + E 1 ±5'.25 -0.10 ;, O T , r' f ,. D +W 4 PORTAL COLUMN a r _ D +E 2 ±5.25 5.25 � � -. -> ° ° i NOTE: REACTIONS FOR WIND AND /OR D +W 1 {2'90 - 2'17 ' , , •, _, L .. - - -4 ' NOT ' D +W 2 _2.90 . r . ' I I ° O 1 -- ; a >i19 ^ ,� SEISMIC ARE REDUCED 257. D +L 1 -3.20 6.83 - . _.'.. ,,:.. . _ _ ;v �; 7 o " rjs� h r. ` . =a : ,a 1 ; . > 2 SW/ D +L 2 3.20 6.83 I - `SF ,I . L �J� e t' 1i J ..,12--.---- �� .. ..J S' 4, 4• EW ��. EXPIR 1 ?/2'6/ 0 3 DETAIL E DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGAR #1 DRAWING NO. 11 -05 -01 FILE NAME CHECKED ENG REV SU 2002 MORGAN ROAD ANCHOR BOLT REACTIONS NNYSIDE, WA. 98944 LOCATION : TUKWILA, WA JOB NUMBER MBSAB2 (509) 839 -7000 B04278 FAX (509) 837 -8064 THIS DRAWING IS NOT B U I L DI N G SYSTEMS BUILDER : STEELCRAFT SHEET OF ' TO SCALE $OLUT I ON$ +SERVICE 3 21.. I I I , ..a 6i liii i I • I I I 1 I I I I I i I I I I I ItiiI I, i r' I 1 1 I I I I 1 ! I I • I , 0 Inch 1/•16 2 3 d 5 6 } S l I fi r7 Ti ."---- Z 1 PI. _. 0 I l; 2 --c--- __ L i l o L!iilIiHdI iii ihiiiiii 111 111111111 11111111111111111111111111 J , , • i i„,........ O 184' -0' OUT -TO -OUT OF STEEL 0 _ ',,.1 �.i.,LIA � ........ .'4a. ® ® O ® ® CU 0 1 :.-. . \ 23' -0' 23' -0' 23' -0' 23' -0' 23' -O' 23' -0' __ _ 23' -0' 23' -0' H W i;:. • n , 4' f r ;, Ei r 1.&; -7:: .:. .O, 4 2 F 61 ( 4 ( �a $i) w ' • ,, t 0 : ,� •;; ":b PkT EXPIRES 121 03 4 • 4 1 • _— 0 = 1' -2• T T I R I O 1 , -2 , 11' -6' y 23' -0' y 11' -6' 11' -6' y 23' -0' y 11' -6' ..-re 11' -6' 23' -0' 11' -6' .... 11' -6' y 11' -6' 12' -5 1/2' ) Co N I I CO : -, N 0' J C • LJ W O: H I I T I _ I H • o A A B B ' 0 F-- f f f r E E 1 o O I O °° I I D 0 Q N C co to c o f� to I m I i r 11' -6' 23' -0' 11' -6' 11' -6' ' 23 -0' 11' -6' 11' -6' 23 -0' 11 -6' H HI 1' -0 1/2' Q .. o, ® - _ o v D 1 e . RECEIVED CITY OF TUKW I k 161' -0• MAR 2 5 ?002 • Q PARTITION WALL LAYOUT ® PERMIT CENTER MEMBER TABLE - i 1 7' 7' i - r 7' MEMBER LINE 1& 9 u U u U G — SA u MARK PART LENGTH G -1A - G -2A I G -3A G -6A) G -1A 8025Z16 6 3• -C1' G -1A 3.-0. G -2A I 3. -o. G -3A 3. -0' G -4` 3.-0. G -6A I G -3A 8025Z16 N 4 -7 4. -�. I 4 • -�• , 4• -r 4• -�• I G -4A 8025Z16 r. G -IA G -2A I G -3A G -4A G -6A I • G -5A 8025Z16 G -6A 8025Z16 4 ' -5 ' 4• -5• I 4• -5• 4• -5• 4 ' -5 ' I BG -1 80250 16 G -1A G -2A I G -3A G -4A G -6A I BG -2 8025016 3• -0• BG -1 3 ' -0 ' BG -2 I 3 ' - °' BG -3 3 BG -4 3' -0• BG -5 I - BG -3 8025016 H I I I I I I H H I I BG -4 8025016 SECTION A SECTION B SECTION C SECTION D SECTION E BG -5 8025016 C -1 8025012 DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGAR #1 DRAWING NO. 11 - 05 - 01 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD PARTITION WALL LAYOUT • PW SU C509) 8 700 LOCATION TUKWILA, WA JOB NUMBER FAX (509) 837 -8064 FAX THIS DRAWING IS NOT B U I L D I N 1G SYSTEMS BUILDER : STEELCRAFT SHEET OF ammaninwor TO SCALE SOLUTIONS + SEIV I CE f, -). I I 1, 1 I I I 1 I I I f ••I,liiiiiiiliiiiiii 'i', I 1 1 1 1. 1 I i I ■ I 0 Inch 1/16 1 2 3 A 5 6 I,l .-W!r t r r vv ' � . it yVi.A. — S1 1;1 LT Lt i., u1 L _ c--- _ . c r L i 0 I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII IiIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII III IIIIIIIIIIIIIIII ........■ . ■ ., . SPLICE BOLTS MEMBER SIZE TABLE (in) PIECE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Splice Top Of Plate Bottom Of Plate Mark Qnt Typ Dia Len Qnt Typ Dia Len START /END 1HICK LENGTH W x T x LEN W x T x LEN RF1 -1 12.0/14.4 0.188 48.0 6 x 1/4 x 179.1 6 x 1/4 x 157.0 Sp- 1x 4 A325 0.625 2.25 4, A325 0.625 2.25 14.4/20.0 0.188 132.8 6 x 1/4' x 26.8 Sp- 2'« 4 A325 0.625 2.25 4 A325 0.625 2.25 RF1 -2 20.0/20.0 0.188 144.0 6 x 1/4' x 172.3 6 x 1/4' x 174.0 Sp- 3* 4 A325 0.625 2.25 4 A325 0.625 2.25 20.0/20.0 0.188 124.5 6 x 3/8' x 142.5 6 x 3/8' x 36.0 ' Sp- 40K 2 A325 0.625 2.25 2 A325 0.625 2.25 _ 20.0/20.0 0.188 48.0 6 x 1/2' x 104.7 Sp- 5M 2 A325 0.625 2.25 2 A325 0.625 2,25 RF1 -3 20.0/18.4 0.188 57.0 6 x 3/8' x 104.2 6 x 3/8' x 103.6 FLANGE BRACES: Both Sides(U.N.) RF1 -4 18.4/14.2 0.188 144.0 6 x 3/8' x 240.0 6 x 3/8' x 240.0 FBxxA(1): xx= length(in), (1)=one side 14.2/10.0 0.188 144.0 13.0/13.0 0.188 6 x 3/8' 6 x 1/2' A - L2x1 /8 HB -1 9.50/10.83 0.188 6 x 1/4' 6 x 1/4' HB -2 9.50/12.0 i '-0' 1' -0' , • 5 SP@ 4' -7 9/16' 5 SP@ 4' -7 9/16' 4' -7 3/8' 1' -4• 1' -4' 4' -7 3/8' � FB3 AC1 = FB35. FB�25A m FB35v.2SA(1) l'1.., 12 FB3 = 4 A (1) FB FB 4AC1) _ . - :' FB35 r CU I - -- �_� -ii 1 HB - RF1-3 y HB -1 0. I SP -4 y F1 -2 �� IN Cl JACK BEAM I a N • :•3_, p I 1,,LI< .'�,, N ,� ELI �.,� r ` As , 00 I e 0 .�� p 7 �S 9 ^ r1 A N + 1 sa 'k n L: . " •.! ; , TI Zo ce "' + I F I E r I ►+ W Q I !Y '✓ f \ M U� ! J c W I �_. J O Cr � � �, Li Q in " �' IST'j,✓' / w .e ;.L1 : a J [v 1 �t . _ � .',Vd' U .-r �Sl�tl,�`i �d r r`� I • I EXPIRES 12/261 0 3 JM1a r, - .L_ I An nn , 38' -5' ,, :: , 16' -6' 1' -8 1/2' -- � CLEAR +/- `'" ' ` CLEAR +/- RECEIVED 8 1/2' CITY OF TUKWILA 38' -5' - '? .� ' 18' -11' MAR 2 5 2002 57' -4' OUT -TO -OUT OF STEEL 1' -4' � PERMIT CENTER 0 0 RIGID FRAME ELEVATION :;; a, FOR FRAME LINE 2 DATE NO.1 REVISIONS BY CHK, DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER HANGAR #1 DRAWING NO. sun 11/05/01 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD RIGID FRAME SECTION JOB NUMBER SUNNYSIDE, WA. 98944 LOCATION TUKWILA, WA RF3 FAX (509) 837-8064 LINES 2 B04278 THIS DRAWING IS NOT B U I L D I N G SYSTEMS BUILDER : STEELCRAFT SHEET OF TO SCALE SOLUTIONS + SERVICE 5 1 I i I 1 I I i. I �. i i Fr -� i i o !iii - � i i; I I I 1 ' I , : i '� I I 1 I , I 1 I • I I 0 Inch 1/16 1 2 3' V d 5 6 ( IIIIIIIIIIII1I' Illllllill1lllllllll1 . 1J:1ll1lll!I(IIi:�11Illl11 1I11I111Il�il�Iii��II ��IJ ��I��►�I��i i ��I�I��hill .1Ii�lllllllll,llllllllll��l • 1 • SPLICE BOLTS _ MEMBER SIZE TABLE (in) • WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Splice Top Of Plate Bottom OF Plate PIECE START /END THICK LENGTH ' W x T x LEN W x T x LEN Mark Qnt Typ Dia Len Qnt Typ Dia Len RF1 -1 12.0/14.4 0.188 48.0 6 x 1/4' x 179.1 6 x 1/4' x 157.0 Sp- 1* 4 A325 0.625 2.25 4 A325 0.625 2.25 14.4/20.0 0.188 132.8 6 x 1/4' x 28.8 Sp- 2* 4 A325 0.625 2.25 4 A325 0.625 2.25 RF1 -2 20.0/20.0 0.188 144.0 6 x 1/4' x 172.3 6 x 1/4' x 174.0 Sp- 3* 4 A325 0.625 2.25 4 A325 0.625 2.25 20.0/20.0 0.188 124.5 6 x 3/8' x 142.5 6 x 3/8' x 36.0 • Sp- 4* 2 A325 0.625 2.25 2 A325 0.625 2.25 20.0/20.0 0.188 48.0 6 x 1/2' x 104.7 • _ - RF1 -3 20.0/18.4 0.188 57.0 6 x 3/8' x 104.2 6 x 3/8' x 103.6 OFLANGE BRACES: Both Sides(U.N.) 18.4/14.2 0.188 144.0 6 x 3/8' x 240.0 6 x 3/8' x 240.0 FBxxA(1): xx= length(in), (1) =one side 14 0.188 144.0 • A - L2x1/8 RF1 -4 13.0/13.0 0.188 6 x 3/8' 6 x 1/2' HB -2 9.50/10.83 0.188 6 x 1/4' 6 x 1/4' HB -4 9.50/12.00 0.188 6 x 1/4' 6 x 1/4' 1' -0' l' -0' 5 SP@ 4' -7 9/16' S SP@ 4' -7 9/16` 1' -4' 4' -7 3/8' 4 ' - 7 3/8- 1'_4 .._-- � FB35.25A(1) OFB35.2Q FB3A(1) FB34.19A(1) 12 FB35.19A - ,_ FB32�A(1) * 12 FB3519A(1) Q Q -- - �_ co F'B30.94A(I) ,' ao v ., i M c/) RF1-3 i HB -2 HB- 4 RF1 - 2 SP -4 SP-4 J - - " - T a. i - a_ JACK BEAM H ,..r._,• O (.7-4i1 r>; 1 � � � �' a + Vi � e, -M -.; ,�� ;, , 1 �p ^ Q e ; .!7 LT Ce lf,¢ ` f�1J7 ' r EXPIRES 1 21251 03 JA1A 3 0 2002 1 rrnrnr -___1_ _1L 14'�1_ 1' -8 1/2' 16' -6' 38' -5' 1:: CLEAR +/- CLEAR +/- 8 1/2' O. "111 " f RECEIVED 18' -11' ' 38' - CITY OF TUKwn.A F 57' - 4' OUT - TO - OUT OF STEEL 1� -4 AR 2 ?nil? rtR CJ RIGID FRAME ELEVATION .. • - . CDI REP,Mil CLN - I FOR FRAME LINE 3 5 7 ; DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGAR #1 DRAWING NO. 11/05/01 FILE NAME CHECKED ENG REV SUNN SIDE WA. 98944 RIGID FRAME SECTION LOCATION : TUKWILA, W A JOB NUMBER RF FAX (509) LINES 3 5 7 B04278 limm,,,,,,,,...........m....mr THIS DRAWING IS NOT B U I L D I N G SYSTEMS BUILDER : STEELCRAFT SHEET OF TO SCALE •OLUT I ONS f $ E RV I CE i, 12. i I I I 1 I I I I I ' ,, I i l i I'hi I r r, 1 I l l; is ; i i ..� I i I ! I I I 1 0 Inch 1/16 1 2 3 4 5 6 ') , fi ^r �ir rY `f- r 1 II I II I I ll lllll ! I I I II I IIIIIIIIIIIIIIIIIII I IIIIIIIIII I IIIlIIIIi 11111111111111111 1111 1 111 1 1111111111111111111111111111111111 _ J SPLICE BOLTS • MEMBER SIZE TABLE (in) . WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Splice Top OF Plate Bottom Of Plate PIECE START /END THICK LENGTH W x T x LEN W x T x LEN Mark ant Typ Dia Len ant Typ Dia Len • RF1 -1 12.0/14,4 0.188 48.0 6 x 1/4' x 179.1 6 x 1/4' x 157.0 Sp- 1* 4 A325 0.625 2.25 4 A325 0.625 2.25 14.4/20.0 0.188 132.8 6 x 1/4' x 28.8 Sp- 2* 4 A325 0.625 2.25 4 A325 0.625 2.25 RF1 -2 20.0/20.0 0.188 144.0 6 x 1/4' x 172.3 6 x 1/4' x 174.0 Sp- 3* 4 A325 0.625 2.25 4 A325 0.625 2.25 20.0/20.0 0.188 124.5 6 x 3/8' x 142.5 6 x 3/8' x 36.0 Sp 4* 2 A325 0.625 2.25 2 A325 0.625 2.25 20.0/20.0 0.188 48.0 6 x 1/2' x 104.7 RF2 -3 20.0/18.4 0.188 57.0 6 x 3/8' x 104.2 6 x 3/8' x 103.6 OFLANGE BRACES: Both Sides(U.N.) 18.4/14.2 0.188 144.0 6 x 3/8' x 240.0 6 x 3/8' x 240.0 FBxxA(1): xx= length <in), (1) =one side 14.2/10.0 0.188 144.0 A - L2x1/8 RF1 -4 13.0/13.0 0.188 6 x 3/8' 6 x 1/2' ' HB -1 9.50/10.83 0.188 6 x 1/4' 6 x 1/4' HB -3 9.50/11.17 0.188 6 x 1/4' 6 x 1/4' • 1 ' -0' I' -0' , • 5 SP@ 4' -7 9/16' 5 SP@ 4' -7 9/16- 1'-4' 4' -7 3/8' 4' -7 3/8' V-4' ,Zr1, FB34.19A(1) cu FB35.1_3 FB3355 2SA(1) u3 FB 12 FB32.4 _ - _ - 0 - FB35 . 1 9A(1) 1- 2 �_ co FB35.19A(1) - 'I 1 i'. RF2 -3 N c) HB -1 • HB -3 SP -4 a. RF1 -2 In = SP -4 I a rn • • r � 1 �' L( y : �� 1 A f�1;,�:� ' � to I Cr ; J + !•) J j -4 W 1 EXjES v :,1 0 2002 Q I t I- 1' -2' 1--- • L- � 1 t 38' -5' 16' -6' 1'- 81/2'_I _I -- CLEAR +/- CLEAR +/- RECEIVED 8 1/2' CITY OF TUKWI 38' -5' L.' : r 18' -11' ". i�1AR ff 2 2 5 fOL_ ?(� `� 1 F 4 : � 57' -4' OUT -TO -OUT OF STEEL 1' -4' _ PERMIT CENTER 0 ' l - 0 RIGID FRAME ELEVATION FOR FRAME LINE 4 DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TI= TLE :-. -- " ` OWNER i HANGAR #1 DRAWING NO. 11/05/01 FILE NAME CHECKED ENG REV 2002 MO RGAN ROAD RIGID FRAME SECTION JOB NUMBER SUNNYSIDE A. 98944 LOCATION TUKWILA, WA RF2 FAX ( -8064 LINE 4 B04278 509) THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEELCRAFT SHEET OF - TO SCALE $OLUT 1 ON• + SERV I CE v. :;;I mi.m 2_,; ffm. 1... , • 1 I f I . I I I 1' i 11 1 1 ; I ! I i I i++ ri i l , i + i;+ ', f I • I I + 1 ,, I I + 1 , I 0 Inch 1/16 1 2 3 d 5 6 1 h 11 11 i1 II IIi l 1 � l� 1 . 1u di lll !I lll i _ 1 111 ��I iitII��1� ` �I�I��Ili��l��il��►�I��I� iii ii�� I�I�I1 I lll l llll1lllllllllh1 iiIii .............._____ - . y SPLICE BOLTS MEMBER SIZE TABLE (in) WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Splice Top Of Plate Bottom OF Plate PIECE START /END THICK LENGTH W x T x LEN _ W x T x LEN Mark Qnt Typ Dia Len Qnt Typ Dia Len RF1 -1 12.0/14.4 0.188 48.0 ' 6 x 1/4' x 179.1 6 x 1/4' x 157.0 Sp- 1* 4 A325 0.625 2.25 4 A325 0.625 2.25 14.4/20.0 0.188 132.8 6 x 1/4' x 28.8 • Sp- 2x 4 A325 0.625 2.25 . 4 A325 0.625 2.25 RF1 -2 20.0/20.0 0.188 144.0 6 x 1/4' x 172.3 6 x 1/4' x 174.0 Sp- 33x 4 A325 0.625 2.25 4 A325 0.625 2.25 20.0/20.0 0.188 124.5 6 x 3/8' x 142.5 6 x 3/8' x 36.0 Sp- 4x 2 A325 0.625 2.25 2 A325 0.625 2.25 _ 20.0/20.0 0.188 48.0 6 x 1/2' x 104.7 Sp- 5x 2 A325 0,625 2.25 2 A325 0.625 2.25. RF1 -3 20.0/18.4 0.188 57.0 6 x 3/8' x 104.2 6 x 3/8' x 103.6 18.4/14.2 0.188 144.0 6 x 3/8' x 240.0 6 x 3/8' x 240.0 ''FLANGE BRACES: Both Sides(U.N.) 14.2/10.0 0.188 144.0 • FBxxA(1): xx= length(in), (1)=one side RF1 -4 13.0/13.0 0.188 6 x 3/8' 6 x 1/2' A - L2x1/8 HB -1 9.50/10.83 0.188 6 x 1/4' 6 x 1/4' HB -2 9.50/12.0 • RECEIVED CITY OF TUKWILA • 1' -O' 1' -0' MAR 2 5 ?i10? 5 SP@ 4' -7 9/16' 5 SP@ 4 ' - 7 9/16• PERMIT CENTER 1' -4 ' 4' -7 3/8' 4 ' - 7 3/8• 1' -4. • ,Z1' FB34�AC1 = -FB31) F: U3 FB F 1.11... 12 FB32•44A(1) _ -__-. _ - - B 12 • FBQ v -4 4AC1) .0:2 �.-w u3 FB35.19ACl) HB -2 l_ RF1 -3 a. In HB -1 SP -4 ti a RF1 -2- ri JACK BEAM y II rn 1 a v) _ - - 0 ..,,C,..6� 11 / - ; t \i' :? 7 "9./4 4:, '''''r? 't I ,, 1. 0 F-f /1 VA " 7 + 00 \ oo 4 ,, '77 ;, ..,./ : ;:._ / + ' . u_ . sLS J i ' t! ° ' W ' :`.,° J I I EXPIRES 12/23/0 3 I . . , J A I 3 0 2002 R1 1 -1' -2' 1--- 38' -5' 16' -6' 1' -8 1/2' CLEAR +/- .,,_ ° ' CLEAR +/- t.. P ` ' 8 1/2' 38' -5' . , 18' -11' • L-4' 57' -4' OUT -TO -OUT OF STEEL . .- "I 1' -4' O R ; - . ' ® IGID FRAME ELEVATION FOR FRAME LINE 6 8 _.. . .._ _ DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGAR #1 DRAWING NO. 11 /OS /O1 FILE NAME CHECKED ENG REV SU 2002 MORGAN ROAD RIGID FRAME SECTION JOB NUMBER 1 NNYSIDE, WA. 98944 RF1 LOCATION TUKWILA, WA FAX 0509) -8064 LINES 6 8 B04278 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEELCRAFT SHEET OF `-' TO SCALE •OLUT I ON• ♦. •E RV I CE c 7.1,. 1 I , I i, 1.1 1 1 I I I 1 „ii is I i!i1i i t i I i 1 i.1 1 i 1! 1 i, i • I • Q Inch 1/16 ;1 . 2 3 4 5 6 .. `,Wd. (rre�T�. . s 1 u 7 t �,1 61 L i . 1 _�..._ , ! 2---.17 _ ; � � _ ii L _ I 0 1 , H11111111111 11111,111IIIII11111111 i . 1111!111111111LL�II Illllllllilllllllll IIIii iii IIIIIIIIIi11 . 11Illll�lllil ..............._..____________._..,_______ • i ' MEMBER OUTSI DE FLANGE I NSI DE FLANGE WEB DEPTH (I N) 6' NUMBER THK. x WI DTH THK. x WI DTH THK START /END 3' PC 1 1 /4' x 6' 1 /4' x 6' 1 87' 12.0/18.0 n PC 2 3/6' x 6' _ 3/8' x 6' 1 87' 12:0/18.0 _ 41_ I! 0 1 PRT 1 3/8' x 6' 3/8' x 6' 187' 18.0/18.0 . • d • MK. MEMBER P LATE SI ZE BOLT SI ZE QUANTITY QUANTITY A DEPTH L OR T R OR B L__� - -- c3 A 1 8' 3/4' x 6' 1' x 2 3/4' A325 4 4 4' II LIJ B 1 8' 1/2' x6' 1 /2' x 2 3/4' A325 2 2 L • ce C 12" 8. 2# / FT. CH. 1 /2' x 1 1 /2' A325 2 2 II ¢ E 12' 1 /2' x 6' x 8 -1 /2' 3/4' A307 J -BOLT 2 2 - RECEIVED 0 0 CIT OF RECEIVED .A fLl • 22' -3 1/2' - 8 -1 /2' t MAR 2 5 X002 11' -1 3/4' - b 11' -1 3/4' J PERMIT CENT EF SEE NEXT SHEET 1O HAUNCH CONNECTION 0 CONNECTOR PLATES ENDWALL I. FOR FLANGE BRACE DETAIL O RAFTER — � RI GHT HAND PLATE SHOWN I ' CCR -1 ' CONN. PL. BO ± . Q 'PORTAL RAFTER A PRT -1 C 6' CHANNEL ( 8. 2 # /FT. ) PORTAL FRAME BEAM —\ 14' -0' CLEAR — \ fn 9/16' HOLES -43- 7 ww - f. . , , • X z w h 1 2 5' 3' 7' 1, . . • � • MAIN FRAME 4' 8. 5' 7— , 1- - I z� CENTERLI NE i r. • O O - in 1 ` 1--- I-- 1— ___I — EA \./E RAFTER s * . 1 w w _ 'PORTAL COLUMN w PO RTAL COLUMN' _ 3 1 /2' I II/ c." -i . I-' , ° w u PC - 1 u PC -2 4. .$. II 9/1 6' HOLES - ter'' : S :, �1:• v CQ oa PI 411■ ilk 4 • —{ MY II MY 1 4 , c-,•. /3L • '. t L N , 0 BA CONNECTION j d� I,, ..:.' , I ,, 1 1 BOLT PATTERN SPREAD �,. t � :y ;; " 23 '_ 0 . I EXPIRES 12/261 o 3 1 0 CHANNEL PL. TO RAFTER TOP FLANGE PUNCHI NG � PORTAL FRAME - AT LI NES B JAM 3 0 2002 DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE: OWNER : HANGAR #1 DRAWING NO. 11/06/01 2002 MORGAN ROAD FILE NAME CHECKED SUN A N. 989 PORTAL FRAME LOCATION : TUKWILA, WA JOB NUMBER PF2 <509) 839 ■ -7000 B04276 FAX (509) 839 -0383 LINE B THIS DRAWING IS NOT BU I L D I G SYSTEMS BUILDER : STEELCRAFT SHEET OF TO SCALE SOLUTIONS ♦ SERVICE DESIGN LOADS ' 7-1, ,I 1 1 t I . I I I ;' 1 ' �I . ' I I I 1 1 I I I I I 1 I 1 I „---- 1 I i i i ' I I '-' ' I , I I i I I. f ■ , ■ 1 . I I 1 i ' 1 I � V 0 Inch 1/16 1 2 3 s A 5 6 ' Y ' - tiY f ..__ YTF "Trys T ` ' v ' i f , 1. -, -r f- I IIIIIIIIIIIIIIIIII1IIh1i ,IIIIIIIIIILIIIIIIIII!IIIII IIII111111IIIIIIIIIIfIIIIIIIIIIILII IIiIIIIIIiII1IIIi1IiIIIIIIIIIIIII III II IIIIIIIIIIIIIIIIIIIIIIII ' MEMBER OUTSI DE FLANGE I NSI DE FLANGE WEB DEPTH ( I N) NUMBER THK. x WI DTH THK, x WI DTH THK START /END PC 1 3/8' x 8" 3/8' x 8' .1 8T x 12' 13,25/13.25 CANOPY BEAM .250 PRT 2 _ 3/4' x 8' 1 /2' • x 8' , .187' 17.0/17.0 PRT 1 1/2' x 8' 3/8' x 8' 250' x 3' 17.0/17.0 .187' • . 0 0 MEMBER QUANTI TY QUANTI TY MK. DEPTH PLATE SI ZE BOLT SI ZE L OR T R OR B 3 1/2' 3 1/2' o o r---I : Ir A 13.25' 3/4'x8' 1'x 2.75' A325 4 4 C 17 ' 3/4' x 8 ' 1 ' x 2.75' A325 4 4 1 } �� ili ' �� ~ RECEIVED 0 E 13.25' 1 /2' x 8` x 14' 3/4' A30 7 J -BOLT 2 2 © CITY OF TUKWILA 7' 7' 44' 10' v 7 ' 7 ' % MAR 2 5 2002 11' -11' 21' -0' 11' -11' d QA HAUNCH CONNECTION PERMIT CENTER " t I-.)-- � 4' TOP VEI W TOP VEI W PRRTA , L RAFTER PORTAL RPRTER i F-1 -----f • FRAME 4 �' ": - 9?1. ii . - El> H I I 4' r „� ,, . I. \ • !PORTAL RAFTER 0 T- i I 4' . ". Al . ' . PR 2 1 / 4 4 ..4, /:..., -. - \ c f , SEE NEXT SHEET 5' • ' f ' FOR FLANGE BRACE DETAIL A r.. ____A '''''•-- '14°•?N1------3.-:rr:)%i'Ll_-',:-.:3: /..'::".'', /. I 14' -0' CLEAR - A S "; -c: ©• BASE CONNECTION' __l I I BOLT PATTERN SPREAD I EXPIRES 12126/0_L___ L MAIN RAME I . ICENTER NE � JAN 3 0 2002 1 , I PORTAL COLUMN I z z ]3 1/2' 'PORTAL ¢ i 1 z- ¢ W ] 31/2' x u . ( 0 RAFTER SPLICE CONNECTION 1 © BOLT PATTERN SPREAD ' L 46'-o- ,.1 . -....•• .,,,..... PORTAL FRAME -- LINE H DATE NO. REVISIONS BY CHK, DATE DRAWN DRAWING TITLE: OWNER : HANGAR #1 DRAWING NO. 11 -06 -01 2 002 MORGA ROAD PORTAL FRAME JOB NUMBER F ILE NA CHECKED SUNNYSIDE, WA. 98944 LOCATION TUK WILA, WA PF (509) 839 -7000 B04278 FAX (509) 839 -0383 LINE H THIS DRAWING IS NOT BU I L D I N G SYSTEMS BUILDER : STEELCRAFT SHEET OF TO SCALE •OLIJT IONS + SERV I CE DESIGN LOADS 10 7:1.0 1 . I ._ I I 1 t I . 1 • 1 I! • 1{il- iii 11 ii i Ti ∎.is ,:1__ 1 1 i I,, 1 I I 0 Inch 1/16 1 � , t 3 ' , , d 5 6 ,ti. ' - .Y!E^►rr( TT! 11111111111 I�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII! ' IIIII.IIIL III- II LI(I • E tar■azo. • • • 7 - ( 4) TEK SCREW W/0 WASHER - _ RECEIVED CITY OF TUKWILA e , PORTAL FRAME BEAM MAR 2 5 2002 k 1 /8~ A PERMIT CENTER • �Trp, ' 14.. FLANGE BRACE 1 st PURLI N FROM EAVE • • • 1 /2' A30 7 BOLTS tiu. " ^ei • `\\—�► FI ELD DRI LL 17s` 9 S I ti 0 •r ,r 1 r1 ✓� . . FLANGE BR. CLIPS ARE LOCATED • i r ` A ` � � @ CLI PS ON PORTAL BEAM . 4 ti.1v 4.E `1I �:I JJ •� D E T A I L A EXPIRES '12/28/ 03 PORTAL FR. BEAM - FLANGE BRACES . JAN 3 0 2002 • ` DATE N0. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE: OWNER : HANGAR #1 DRAWING NO. 11 /OS /O1 110 S 2002 MORGAN ROAD PORTAL FRAME BRACE JOB NUMBER FILE NAME CHECKED SUNNYSIDE, WA. 98944 LOCATION : T UKWILA, WA PB C50 9) 839 - 7 0 00 B04278 FAX 0509) 839 -0383 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEELCRAFT SHEET OF TO SCALE $OLUT I ON$ + •ERV I CE DESIGN LOADS 11 . 1;4. a 1 �i 6, ,�jII "ii i1 �i �i ,,;I R ! I I I I • l :I I I i • 16 I I I I I I yl F •!' I �, ' I 0 Inch 1/16 2 3 ;+ 4 5 6 y il may} �s � ' IIIII�IIIIIIIIi�IIIII.itii LIII�IIII(IIILILLII III.IIIIIIIIIII�IIIIIIIIIILIII 111IIIIIIIIIIII1111h11111111 I1111111111111111.11 1111111ii1 Fir • . i SPLICE BOLTS MEMBER SIZE TABLE (in) Splice Top Of Plate. Bottom Of Plate PIECE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Mark Qnt Typ Dia Len Qnt Typ Dia Len START /END THICK LENGTH W x T x LEN W x T x LEN . • Sp- 1x 4 A325 1.000 2.75 4 A325 1.000 2.75 - JB -1 11.0/18.0 0.187 10 x 1/2 10 x 1/2 0.250 36.0 Sp- 2 3 A325 2.65 2.25 JB -2 18.0/18.0 0.250 36.0 10 x 5/8' 10 x 5/8' - 0.187 . . .S .c 1 A„ Fj iN I ; . Q 4 r A' if ;: :./ • t2 RECEIVED : � `~ll y � \ y � y CITY OF TUKWII.A k1'�'"- ' MAR 2 5 200? /� / r' ' ' c , „,,f` ' . ).' • .. t� i,4-,_, � *S .why. , ..` �i ; • � J PERMIT CENTER "�4a” • ` 'Y EX!Ie5S !.I 0 3 1\1 3 0 2002 46' -0' 18 -0' 10 -0' 18' -0' SP -2 • SP -2 : J — -- L— . . \ JB -1 JB -1 i JB -2 . 7 3/8' KNIFE PLATE CONNECTION 3/8' KNIFE PLATE CONNECTION SP -1 SP -1 BRACE @ 9' -0' . \_____ O.C. SEE PAGE OF ' FRAME COL. FRAME COL. 7 DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED 0 s ij DRAWING TITLE: OWNER : HANGAR #1 DRAWING NO. 11/05/01 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD JACK BEAM JOB NUMBER SUNNYSIDE, WA. 98944 LOCATION : TUKWILA, WA JB <509) 839 -700 B04278 FAX <509) 837 -8064 THIS DRAWING IS NOT B U I L Di N G SYSTEMS BUILDER : STEELCRAFT SHEET OF TO SCALE $OLUT i ON$ ♦SERVICE 17 � I . I 1 I I 1 ., ' i i ; i i l i �.i Th irm ii; ; ,; , ,„ I I! ! I i i I 1. 0 Inch 1/16 1 2 3 4 5 6 v .v�`, , ...s.., r S l V( c l �, l 1, I g' L� � � �r 1- L l '� 0 1 h IIIIIIIIIIIIIIIIIIIIIIIIiiIihIIIiILIIIIIIIIIIIIIII II I IIIIILII1IIIIIIIIIiI IIIIIIIIIIII IIIIIIIIIIIIiIIII IIII1IIIIIIIII�I Illllllilllllllllllmil J • rte' 1 • J I I FRAME LINE 8' -0' 4 1 / 3' RECEIVED CITY OF TUKIn /II 4 -- - - 1 — - - - 15' -6' MAR 2 5 ?fD - -II' PERMIT CENTER 7• -0' r- - V•TRACK CARRIER BEAM 14' – 2' r BOTTOM OF RAFTER -- 1.0 1' -8' j 14' -0' FROM BOTTOM OF PORTAL �.. i ti t , !dAi 1 1 — PORTAL BEAM FRAMES ' N ' `l ' , N e, % " y . �, ,. _, n /� 2' -0 1/2' 1 O • � ii :U. .1 /'� i 46 FRAME LINE % : � , «., lS oNA L ',', ,- S v w.fz 1 ` _ _ _ EXPIRES Q 3 T F i ... a . _ . . . I — L3x3x5/16 III ..—.. = .__ = . .1 ,'.I • , 0 21102 III II 11 12 8' CEE III 11 11 TRACK CARRIER BEAM • 7' -0' 1/2' A325, TYP EACH END III r - - - - L = 1 11 1 = _ _ �I ice-- — 1' -8" .- 14' -0" FROM 8' 12 GA DOUBLE CEES <TYP> � 11 BOTTOM OF PORTAL • II 131-5" BOTTOM OF SHEETING t I I FRAME LINE ' - 8• . • O 2' -0 1/2" DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGAR #1 DRAWING NO. 10/17/01 2002 MORGAN ROAD FILE NAME CHECKED ENG REV TRACK DETAIL AT SUNNYSIDE, WA. 9894 LOCATION : TUKWILA, W A JOB NUMBER BTS FAX ( 509) 3 837-8064 PORTAL FRAME B04276 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEEL CRAFT SHEET OF TO SCALE SOLUTION: + SERVICE I ` -; - 7 , • i i .: I.,,, , i i i iiiiiij.I i.iii i ; i RBI • ,.ail 0 Inch 1/16 1 2 3 A 5 6 : A.g v T"rrli ryyrn; e , 5l Ft [l - Z. i OE 6' L -- c - _. r_. V r: Z l _ 0 IIIIIIIIIIIIIIIIIIId1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIl1111I1IiiiiiIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII IIIIIIIII . . \ ,., 1orimmomummom Ammor 1 I I FRAME LINE i - 8' -0' `_'- — 15'-6" RECEIVED CITY OF TUKWILA t — ,_12ga 8' CEE MAR 2 5 2002 4" 14 TRACK CARRIER BEAM ' 2 " PERMIT CENTER 7' -0, ( - CTRACK IS BY OTHERS) B ❑TT ❑M ❑F RAFTER 2' -0 1/2" , __.. 7 , . 4 JACK BEAM € FRAMES -t''' 1 Ca - � ' 2, 3, 5, 6, 7, 8 _o' �13 . LA L r , ;i.r fir, 2' -5 3/4" t �., ' - it,..!?..-,--' . . :. \ 8' -0' ;4 + - jl 1 I,06 3:1 1.7 1 FRAME LINE ° ' \ C7 . ?.,� "- '1 3 Sf 0y a• t __ t _ , _ h - -- -- _ 15'-6" Ji 1 2/23/ C, 3 8' -o' ■ -- _ _ _ I ---_ — _ • I I I i - ,-12ga 8' CEE .) 2r.:42. t L3x3x5/16 I I e. 14' — 2" - — — ' I I 111EMINIMIMN ,- -TRACK 'CARRIER BEAM I I I • BOTTOM OF TRACK CARRIER � E---_—= 2' -0 1/2" . 7' -0' 1/2' A325, TYP EACH END I41/ I JACK BEAM e FRAMES r t\ I I . 8' 12 GA DOUBLE CEES CTYP) 1, 2 4, 6, 8, 10, 11 11 I 13' —S" - -- I1 4 SECTION B BOTTOM OF SHEETING 1 8' -0' . I I I FRAME LINE s::3 2 ' -0 1/2" J . DATE NO. REVISIONS BY CHK, DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER = HANGAR #1 DRAWING NO. 10/17/01 'FILE NAME CHECKED ENG REV 2002 MORGAN ROAD TRACK DETAIL JOB NUMBER _ SUNNYSIDE, WA. 98944 LOCATION = TUKWILA, WA BTS 3 FAX 0509)837 -8064 AT JACK BEAM B04276 - .-- THIS DRAWING IS NOT BU L D I NG SYSTEMS BUILDER : STEEL CRAFT SHEET OF TO SCALE $OLUT I ON$ + $ E RV I CE ft 1) ...r ' 1 I i I : II l 1 ( I 1 'I L. : . I=I = • =1 = i i;l i= ii i _ i i ..._ . 1 i I 1 I I I = I 0 Inch 1/16 1 2 s 3 A 5 6 S l V t l Z. I `.`_ � I} I L I 1, L i" 0 IIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIII1 . IIIIIIIII1IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII1IIII IIIIIIIII 11111111111111111111111 1111111 . \ 57' -4 OUT -TO -OUT OF STEEL ® BOLT TABLE: FRAME LINE 1 & 9 1:111 ON QUAN TYPE WA LEN ER- 1 -ER -2x 4 A325 1/2' 11/2' 1 GG 1 � -2 ER- 3 -ER -4x 4 A325 1/2' 11/2' 1' -4' + ..-..� 18' -5 1/2' 18' -4' _ 18' -4' Columns 6 A325 1/2' 11/2' .� 1. • -4 MEMBER TABLE FRAME LINE I&9 ' © • MARK PART LENGTH ,T, EC -I W10x12 EC -2 W10x12 -Q1' I 1'1 EC -3 W10x12 12 ER 1 ---- L -� E -2 1' �. EC -4 W10x12 -1--- -- 3 - -r T -" I--- -- 12 EC -6 W10x12 EC -7 W10x12 • 7 / .' I 1 G -3 G , G -3 �- / .• EC -8 W10x12 ED I, (DM EC -9 W10x12 ■ ® o EC -10 W10x12 D I ER -1 W8x15 G -1 G -4 G -1 ih ER -2x `/8x15 Cl -3 W8x15 ER -4x W08x1 ER ER - -5x W08x13 3 i. ER -6 W08x10 n r ER -7 W08x13 i G -2 -5 G -2 -8 W08x13 \ CITY RECEIVED OF TUKW ILA G -1 8025214 17 -8 1/2' G -2 8025212 17 -8 1/2' G -3 8025216 9' - 7I/2' G -4 8025214 17 -7' in in F &. 1 `�,N, c € 1 MAR 2 2002 G -6 8025214 16'- 01/2' 4, Zr G -7 8025216 8'- 015/16' G -1 G -4 / G -1 PERMIT CENTER G -8 8025216 17' -1' G -9 8025216 19":-_ • G -10 8025Z12 o G -11 8025 CD 0- -. O 3 I CB -1 CAB.25 22' -l' I -- I CB -11 CAB.3I2 21' -8' I T— d I EC -1 EC 2 EC 3 EC-4 CLIP TABLE FRAM ITINE PLATES DID PART 0 I MARK /PART ENDWALL FRAMING: FRAME LINE 1 1 UC -2 1 ESC , 2 ESC -1 2 ESCH ANGLE TABLE FRAME LINE 1 &9 O1D PART LENGTH ANGLE DI1TMT ,0 1D 14' -0' 2 RA -14 14' -0' _ 0 14' -8 7/16' © 15. -0' 0 1 5' -O' e 20' -4' O SPLICE BOLTS 1' -4' Splice Top OF Plate Bottom Of Plate Mark Qnt Typ Dia Len Ont Typ Dia Len 1' -2' Sp- 111 4 A325 0.625 2.25 4 A325 0.625 2.25 4' 17' -10' - IL:'''f. .2' -10' ..�.�.� u v i :1.'Ff .- • „•, .(1 � ' E 7 - -- ER SP -1 ER 5 ' 1' • ;; # f l \ SEE DETAIL ER -6 � � ER 4 12 �; ^., • ; = ' -J — 7 5/ 16 ' (2) 1/2' A325 ` ... , G -8 G -7 G -5A I . FIELD DRILL 6 LOCATE 6) • ' , ” G -10 .. ail FOR ESC - CAT iii % 1 CLIP n f ' r i O 1 i � r.�� `a' �' ii G-9 G -8 G -7 ''' 1 EXPIRES 12/26/0 3 `i Zr -- NOTE: FIELD CU + RILL U1RT G -9 G -8 G -7 G -5 ESC -1 L .. 1 0 1 1 1 C 4 / :r UC -2 G -9 G -8 G -7 G -5 DETAIL A I r ° GIRT TO PURLIN CONNECTION . _.7 41i) I I I I I EC -10 EC -9 EC -8 EC -6 EC -7 ENDWALL FRAMING: FRAME LINE 8.9 ENDWALL FRAMING: FRAME LINE 9 DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGAR #1 DRAWING NO. 11/06/01 0 S FILE NAME CHECKED ENG REV 2002 MORGAN ROAD ENDWALL FRAMING PLAN SUNI 44 LOCATION •• TUKWILA, WA JOB NUMBER EW B04278 FAX (509) 837 -8064 THIS DRAWING IS NOT BUILDING SYSTEMS ' BUILDER : STEELCRAFT SHEET OF TO SCALE SOLUTIONS + $E RV I CE I5 1 i i i i i .i - ii i i 1 , 1 . 1 . 1 .- 1 . 1 . 1 ., ; Ii i i i I ii 1 .,1 1 • 0 Inch 1/16 1 s 3 ' A 5 6 e *NW f a'rrvrT 0 1 S l V t C l 6 l l ) I 1' 7 mac` E. L l M 0 • IIItIIIIIIIII IIIIIII) IIII�IIIIIIIII�IUIIIIII�IIIIIIIII�IIII�IIII�IIII�IIII�IIII� ' IIII�IIII IIII�IIIIIIII0IIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII — A ® 3' -4 ® MEMBER TABLE 57' -4• OUT-TO-OUT OF STEEL FRAME LINE 1 S. 9 MARK PART LENGTH 1' -2• O O 1' - DJ - 8025CJ16 18' -5 1/2' 18' -4' _ 18' -4' �� 1.-a• DH -2 8025CJ16 P 1 4' ' - - NOTE: FIELD LOCATE FRAMED OPENINGS ' N _ ' (4) 3' -4" X 7' -2" FRAMED OPENINGS -4' .Q1 I _I I 3' J C I 1•I 12 ER - 1 — �— 't-- ER - 1 1� / I ` Z 1 Mil 0 o I n ZD to RECEIVED •1 DH -1 DH -1 N CITY OF TIJKin/ll n 1 MAR 5 In YI / 7 N -I zr a a D PERMIT CENTER c, in • y A I I I EC I -1 EC -2 EC -3 EC -4 ENDWALL FRAMING; FRAME LINE 1 • ANGLE POINT . O 14' -8 7/16' ® 15' -0' ® 15' -0' t'.J 20' -4' O V -4, 2, 1' -2' ^� . . 1k I 4• 17' -10' -�' I LL.� j., R -8 --� '1'�.�'' C k r A c ■ 2 1 1 3 . -4 . I- - 7 � y '• I _ ERs 1 ER - 7 �_ I 1 • 1 12 2 t `• ' _ j - 1 ---- ______ 7 5/16' i .�� r Q� CS ' ' <; , </ t'1 -:r•-4;-1 I '-' i+ � ' b` I EXP!RES 12/26/ 03 1 DH -1 DH -1 -. • .» 1 i 7 I i v A any a . I _ _ z c I I I I I EC - 10 EC -9 EC -8 EC-6 EC -7 ENDWALL FRAMING: FRAME LINE 8.9 ENDWALL FRAMING: FRAME LINE 9 1-....- MIN 1111111■■• DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGAR #1 DRAWING NO. 11/06/01 El) S U FILE NAME CHECKED ENG REV 2002 MORGAN ROAD ENDWALL FRAMING PLAN JOB NUMBER SUNNYSIDE) 837 - 8064 , WA. 98944 LOCATION : T UKWILA, WA EW (509) 839 - 7000 B04278 FAX (509 THIS DRAWING IS NOT B U I L D I NG Y S T EMS BUILDER : STEELCRAFT SHEET OF TO SCALE SOLUTION• + $ERV I CE Ito 11 I I I ' I'I 1 'I I'1 ilI l ii l liii i I 0 Inch 1/16 1 2 3 ' 4 5 6 4 U ,NYTrr,Trvvrrr , yV A.A.: i '..° f I IIIILIIIIIIIIIIIIIIIIIIIIIILIIIIII . ILII1IIIi'IIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII1III.IIIII IIIIIIiiIIIIIIIII11I ••■■•■ , • r .....„,.. T ._.__________________ 7 ______ 7 _____. MEMBER TABLE FRAME LINE A & D MARK PART LENGTH G -6 8525Z12 23' -31/4' ANGLE TABLE " 0 _ • 161' -0' OUT -TO -OUT OF STEEL ® FRAME LINE A & D SID PART LENGTH 1 BA -14 14' -0' ® 0 0 ® ® O 2 EA -14 14' -0' 23' -0` 23' -0' 23' -0' _ 23' -0' 23' -0' 23' -0' 23' -0' _ -- - -- .■ 0 O 2 PORTAL FRAME to 3' -7 5/16' 3-- G-6 -Tw JACK BEAM JACK BEAM JACK BEAM ' • 2' -0' G -6 I :o 2'-7' G-6 I I tn 2' -3' G -6 r. 2'-2' G -6 in RECEIVED O i� I .—' CITY OF TUKWILA 3'-0' — H ...I H I I I H MAR 2 5 ?OD? EC -4 RF1 -1 RF1 -1 RF1 -1 RF1 -1 SIDEWALL FRAMING: LINE B PERMIT CENTER ® 184' -0' OUT -TO -OUT OF STEEL 0 ® 0 © Q ® O ® 23' -0' 23' -0' 23' -0' 23' -0' 23' -0' 23' -0' 23' -0' 23' -0' a► <> PORTAL FRAME I8 E i JACK BEAM JACK BEAM JACK BEAM ZD to I ' in i 1 H I H H. H EC -7 RF1 -1 I I EC -1 1 RF1 -1 RF1 -1'"_ .‘.'-'''N' _ � LLf A i ',..: � j • .r W A ' tom,' f ‘ '• =1: SIDEWALL FRAMING: LINE H _;�' :- , j,1,11 0 2002 k ,p ,, _ , ' VS'S- ' \:: . I EXPIRES 12/2'31 03 ... . I DATE NO. REVISIONS BY CHK. DATE DRAWN 'ENG CHECKED DRAWING TITLE: OWNER : HANGAR #1 DRAWING NO. 11/06/01 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD SIDEWALL FRAMING _ SU > 839 7000944 LOCATION : TUKWILA, WA JOB NUMBER - ------ SF C509 FAX C509) 837 -8064 FAX THIS DRAWING IS NOT . BUILDING Y S T E M S BUILDER : STEELCRAFT CONSTRUCTION SHEET OF _ TO SCALE SOLUTIONS +SERVICE 1/ 2'L. ! I ' I I l I! I i I . ! i i' I i ..i..i i I i `Iii I i I i i ..1 I it I ! i I ;• , I ! I I .0 Inch 1/16 1 2 3 4 5 6 E , .WTr^Tr rvr . 51 FE �; . E - -- ° i � __. I _. F__. _ _ _ _. - -- - - -- _.__ .-- - __ - i. ` ....._... 0 ' I!II;iii•IIIILIIIIIIIIIIIIII I1 IIII1IIIIIII! IIIII IIIIIIIII1IIIIIIIII6IIIIIIIIIIIIIIIihhiiiiiiii1IIIIIIIII1iiiIIIIII1IIILIII1IIIILII6lllii A ANGLE TABLE MEMBER TABLE •1 ROOF PLAN MARK PART LENGTH 1 • OLD PART LENGTH ' P -1 ' 8025Z12 25' -5 1/4' 1 RA -14 14' -0' P -2 8025Z14 26' -B 1/2' 2 SA -25 25' -0' P -3 8025Z14 25' -51/2' P -4 8025Z14 26' -8I/2' P -5 8025Z12 25' -51/4' P -6 8025Z12 - P -7 8025Z12 P -8 B025Z12 P -9 8025Z12 P -10 8025Z12 • P -11 8025Z12 • P -12 8025Z12 • P -13 8025Z12 • P -14 8025Z12 E -1 8025Z12 22' -11 1/4' E -2 8025Z12 22'- 111/2' . CB -2 CAB.312 27' -2' 0 CB -4 CAB.25 23' -3' 184' -0' OUT -TO -OUT OF STEEL __ CB -5 CAB.25 CB -6 CAB.25 CB -8 CAB.25 23' -0' 23' -0' 23' -0' 23' -0' 23'••0' 23' -0' 23' -0• 23' -0' CB -9 CAB.25 HB -1 HB -2 HB -4 HB -3 HB -4 HB -2 HB -1 HB -2 E -2 E -1 E -1[� 2�� E-2 - E -2 - E -2 E -2 E - 2 E -1 - H - H RECEIVED CITY OF TUI <INI P- (Typ) o"- P- 2(Typ) P- 3(Typ) P- 3(Typ) P•3(Typ) P -3(T •) A P- 4(Typ) P- 5(Typ) • 4111 MAR 2 5 ?no? Z7 1 68 — I I I PERMIT - I I \ I _ o � cEly rEk • I I \ I _r N v m ER -1 I ti _L_. I I SKYLIGHT I SKYLIGHT f i - SKYLIGHT I JAI I I SKYLIGHT I ( 11010:-7 I — R3 62C2 I r l — I. • I IP.i r (62) _. ` d ` � — ` � C � _ G � 10 _ _ - P- 6(TYP)� S KYLIGHT SKY - SK YLIGHT / I I I I I I P _ I ER -21 Rfl- T T I °#1 / I , ! cu - 12 ! f . - N N 1 _ H _ Y W • 7 I. `II ,> 6- OJ I I 6' -0'J 6 -0 — • T r p tsz„ O _ ��'.•� E -1 E -2 I I E -2 E -2 I E -2 E -2 E -2 ' -I E -2 E -2 E -2 HB -2 - E -2 '� 0 f,.r, tri'�. HB- HB- f HB- HB- T HB -I' HB- HB- , PURLIN 2' -5 3/4 1' -2 3/4' 1' -2 3/4' 1' -2 3/4• V -2 3/4• 1' -2 3/4 : : ,w i . "": ' ROOF T LAP � -5 3/4' �1' -2 3/4' �F + -2 3/4' -2 3/4' +1'-2 3/4• T_2 3/4' —1 2'-5 3/4• ? 7' ( " � 'i: HEFTING • � : PANELS: 24 Ga R36 ROOF FRAMING PLAN • CJ ` r i Sun Standard 35197 .. r . D ,; : ��' 361J G /k ` I -.- s `S' t� ' l:;l. J.'... 2002 I EXPIRES 12/26/ 63 1 DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGAR #1 DRAWING NO. 11/06/01 • FILE NAME CHECKED ENG REV S MOAN ROAD ROOF FRAMING PLAN SUNNYSI002 RG DE WA. 98944 LOCATION TUKWILA, WA JOB NUMBER ROOF (509) 839 -7000 B04278 FAX (509) 837 -8064 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEELCRAFT SHEET OF TO SCALE sOLUT I ONS + $E RV I CE I ' 2, -. ) J 1 1: • 4 i 1 I 1( I I i! '!1 i ii ,,•! 1 •I ! 1 I� , b i l l I 0 Inch 1/16 1 - 2 3 4 5 6 i -W.l r "Tr(wT ' IIIIIIII• IIIIIJiIIIIIIiIIIIIIIiIIIIIIII- IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII A ■ TRIM TABLE FRAME LINE 1 & 9 / . . OID MARK LENGTH 1 CC -1 0' -0' 2 CC -2 0' -0' 3 RT -14 14' -0' 4 PC -1 0 -0' 0 O 0 04:.............................0 0 4 o �- _ 0 r, ... . ENDWALL SHEETING & TRIM: FRAME LINE 1 4' . PANELS: 24 Ga. R6 - Sun Standard Panel Start . RECEIVE CITY OF TIJKU WII.A MAR 2 5 ?.002 PERMIT CENTER O O O • 04 ° 44 El �- --_ -�_-�- 0 • ...,____- o Cu M t!) �D 00 0. % N f`) :0 o o p‘ I i I I 1 I 1 1 I 1 1 I I I I I . . . , . . . 1 I .. Q ; .. O 1 �0 �0 :0 :0 %D n N n n OD W N V0 : � I Vi s r / `- ,:: 4 t'' .A1 ..,c.."A r- V ''"'Z, J i • . I l ENDWALL SHEETING & TRIM: FRAME LINE 9 ✓ ` r • PANELS: 24 Ga. R6 - Sun Standard Panel Start 0O `? �'' ~; �`;:,� .t ... J1�� J 2002 t�l " ' J ay a A a: - -,r 'J; v - ___ _ _ :. :. ,_ ._. LE/PIRES 1 2126/ 0 3 1 DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGAR #1 DRAWING NO. Alk 11/ 6/01 02 MORGAN ROAD LOCATION : Tukwila, WA FILE NAME CHECKED ENG REV SU 20 1YSIDE, WA. 98944 ENDWALL SHEETING JOB NUMBER ES 0509) 839 -7000 FAX 0509) 839 -0383 B04278 THIS DRAWING IS NOT BU I L D I N G SYSTEMS BUILDER : Steetcraft Construction SHEET OF L. TO SCALE SOLUTIONS it $ERV I CE DESIGN LOADS "claw,. 1 , .Ii iri i1i "i . `ii I,, 1 .. , i I % I I i s I i l l .. t . ' I ) f : I I I i 0 Inch 1/16 1 2 3 d 5 6 of . ,rXLE ^'Tr( rT 1 111111111111hiiii 111111HI.I II11111! III II. IIIIiiiiIIIIIJ �IIIIIIIII�lllllllll�lllllllll�lllllll i1 11ll1i1111l1111.1111l1111111,11 111111111 , • TRIM TABLE • FRAME LINE A & D oID MARK LENGTH • 1 CT -14 14' -O' 2 GEC -1R 0' -0' 3 GEC -1L O' -0' 4 EG -14 14' - 0' 5 LTF -14 14' -0' • . 1 O <Guttersi i 3 downspouts) 0 ❑ I ❑ r N r N t\ O I I I I I I I I O lf•) l!') l(� In lf') In l!') ll') r r r r r r r r r r r . r r r r r r r r r r r r r r r r r . r r • r r r r r r r r r r r r r r r r r r r r O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O ID 1 I 1 I I I 1 I I I I I I I I 1 I 1 I 1 I I 1 I 1 1 1 I I I 1 I I I 1 I I I I I I I I I I 1 I I I I 1 1 I I 444 4 4 4 4 sr 4 4 4 'a' 4 4 4 4 v 4 4 4 4 v ;r 4 4 4 4 4 4 4 4 'a' 4 4 4 44 4444;1.4444444444 *LENGTHS AND TRIM TYPE NEED TO BE VERIFIED BY THE OWNER* • 1' -0' Panel Start SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 24 Ga. R6 - Sun Standard RECEIVED CITY OF TUKWII.A MAR25?002 PERMIT CENTER (Gutters►ith 3 downspouts) O • ❑ I �! I ❑ • Le- — . . r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O o 0 0 0 0 0 0 • - '' 7 7 I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I i i I I I I I I I ' AL f_,.T t . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . ,� '� .f v v •a• �r v ;r v sr v v v v v v 4 v ;r 4 v 4 v v v sr v 4 v 4 4 v v 4 4 4 4 v 4 v v a• v 4 v v v v v 4 v v 4 v v v 4 v v 4 v 4 It : .10(4 *LENGTHS AND TRIM TYPE NEED TO BE VERIFIED BY THE OWNERS FL, • Panel Start SIDEWALL SHEETING & TRIM: FRAME LINE D � � ,,, � -�`': PANELS: 24 Ga. R6 - Sun Standard ; - S!ONAS. '' '.• • EXPIRES 1 2I24J O3 .:. _ Jr. ?I 7 0 2CO2 DATE N0. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGAR *s1 DRAWING NO. 11/ 6/01 2002 MORGAN ROAD LOCATION : Tukwila, WA FILE NAME CHECKED ENG REV SUNNYSIDE, WA. 98944 SIDEWALL FRAMING JOB NUMBER SS 0509) 839 -7000 B04278 FAX (509) 839 -0383 THIS DRAWING IS NOT BU I L D I N G SYSTEMS BUILDER : Steelcraft Construction SHEET OF TO SCALE I ONO ♦ SERVICE DE SIGN LOADS .. 7�- ti I I I i . , ,( I h' I I I I I ' i I' i 1 I i I I'i i I I i ' + : ( I I i I , ,.: , . I I I I 0 Inch 1/16. 1 2 r 3 A 5 6 WrLr ^'iv''(vrT 0 • • �i2) 1/2' x 1 1/4' A307 V /VASHER ®t4> 1/2' x 1 1 /1• A3o7 V /VASHER B. ®<2) 1' TEK V/0 WASHER ® 1/2• x 11/2• A325 V /VASHER ®t4) 1' TEK WO WASHER ENDVALL COLUMN 4� I Inew VARIES I/2' x 1 I/4• A307 V /VA 1 /2/2;„, ®,I /2' x 1 I/2' A325 V /VASHER C_. 111r:12 • O F � _ ® 1• TEK V/O VASHER I ii► I O O I = O I ANGLE VELD ON CLIP I 2 I ECPC -3 C3112) RA -1 4 • ESC CLIP �L: ENDVALL (� 4 COLUMN 2 0 0 O COLDfORM ESCH CLIP j 1 /2'X I 1/2' A325 7/11 I O O OR MILL W: ____ o ..IO I ,i -- - = �� GR I • o O o o o O BASE PLATE � 0 o O : t o • rn � ^ ' — PLAN ELEVATION - -- - ENDVALL GIRT 4: I ENDVALL GIRT ® PURL N CONNECTI ON FLUSH ENDVALL TO ® BASE PLATE FOR ENDVALL STANDARD ENDVALL 8 ENDWALL RAFTER TO COLUMN CE ENDVALL COLUMN TO WALL GIRT C.) BY PASS SIDEWALL COLUMN I STANDARD ENDVALL PEAK CONNECTION ® ERECTIONE ' RI ES 1 1/2' A325 SIDEWALL COLUMN BOLT ®c2) I/2• x 1 I/2• A325 V /VASHER CABLE WALL COMPLETE INSTALLATION BY O ®(2) 1' TEK V/0 WASHER COMPLETELY. I BOTH LEGS ON STRAND PANEL SURE ENDS � NOTE 1 1 VARI ARE SNAPPED INTO PLACE. II I I I 0 `G% L j ALTERNATE EAVE STRUT ERECTION BOLT I : SEE FRAMING PLAN _ COLUMN OR II BASE ANGLE BA -14 RAFTER OR LAP LENGTHS. �� ly AN GLE FLANGE O ® CABLE WEB FLAT EAVE STRUT �_� RS O O I II NOTE 1 I : s 1 0 ,, WASHER EYEBOLT ANCHOR SLAB ED _ 3 -0 O.C. t. I/2' x l• A307 SEE PAGE �� "� BOLTS BASE DETAIL @SLAB EDGE FRAME FOR ( ERECTION coLUMN STEPS NUT BASE PLATE VOTE 1: SEE RIGID FRAME DWG FOR FLANGE BRC. SLOT IN WEB TO INSERT BOLT SIZE AND TYPE. FLG BRC ONE SIDE OF TOP PLATE ! HILLSIDE WASHER FRAME ONLY, UNLESS NOTED OTHERWISE. AND EYEBOLT ENDVALL RAFTER ANCHOR BOLTS SECTION THRU WALL PANEL ita0 PURLI N CONNECTI ON : EAVE STRUT TO ENDVALL RAFTER • FLUSH WALL P DIAGONAL CABLE, EYEBOLT END R1 AT SIDEWALL COLUMN AND CONCRETE FOUNDATION BYPASS LAP E INTERIOR RAFTER EAVE STRUT TO RIGID FRAME RECEIVED . CITY OF TV 1 BOLTED 0 0 TOP END PLATE TOP FLANGE O O �DRAWING E SIZE. MAR 2 � � ?ooz 0 0 INTERMEDIATE BOLTS. WEB THE NUMBER OF TOP PERMIT CENTER OR BOTTOM BOLTS GREATER THAN FOUR. O O BOTTOM ........ BOTTOM BOLTS, SEE FLANGE O O DRAWING FOR SIZE. ® BOLTS FOR RAFTER TO COLUMN CONNECTION .I At A ,,1 / � ?w.4 V'+ 1,xl AS .777N ' o s • 7- O , f ‘,..7%,,,;' ,.. �, / /,.,, (is ^ l r +� F t-, i 1;-:; ' .. s .. t t%. • r:; �'• ' 1 • . _ EXPIRES 1; 0 3 1 J „;d 3 'J 2.C2 DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGAR III DRAWING NO. 11/ 6/01 2002 MORGAN ROAD LOCATION : Tukwila, WA FILE NAME CHECKED ENG REV SUNNYSIDE, VA. 98944 Detail Page JOB NUMBER DT C509) 8 3 - 7000 B04278 FAX <509) 839 -0383 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : Steelcraft Construction SHEET OF TO SCALE $OLUT I ON$ ♦ SERV I CE DESIGN LOADS 1 I t I I I I 1 1 I 1' 1 I j' i l i l . l i i ' i 1 1 ' i! i. i : i 1 ' 1 r. I ,, I , 1 .' 1 1 ,. 0 Inch 1116 1 2 3 4. 5 6 • , AY.irrTrorrr. Ems'+ i. -_.: ,- li , r� S l Ft • 6 l i t, ._.._. 0 (__ __ __c -2- — --r--- .. , _ — I L — 0 IIJIilIIIIi aIIIIIIIIIlIIIIIIIIIll uIIIIIIlIIIII IIIIhIII IIIIIIIIIIIIIIIIIIIIii iI illlllllliiid 1niiiIIIIIIIlIIIIIIIIIIIIIIIIIIiiiiiiIIIIIIIIiii .......... _ ' • • • w . P A N E L F A S T E N E R P L A C E M E N T l - 7 r AX M M FASTENER PA SEE TABLE OF M I U SPACING FOR MAXIMUM, SPACING IN ANY PANEL AREA -�1I* II�- 2' 12' 12' I 1 Cli E 10 IS T . l . -:__=_.• • h 1: . ® l O • q © I-- ' � r R E C EI V ED I 0 O CITY OF TUKWILA ROOF - MID PURLINS 0 - ©O • WALLS - MID GIRTS 3 I I MAR 2 5 2002 . 0 ®' 10 • 2' 8' 4' 8' 4' 8' 2' . r I I PERMIT CENTER ©, SO �© 1 I ..*: t . I • I wr— ` . • 0 dr . —ROOF— , THE LESSER OF 0.1 WIDTH OR 10 FEET ••MAXIMUM FAS T ENER • . SPACING BY AREA I PANEL AREA CODE MAX. FASTENER ROOF - PEAK PURLINS, PURLINS @ PANEL ENDLAPS I I WALLS - @BASE ANGLE OR BASE GIRT I I SYMBOL AREA SPACING (IN.) 2' 8' 4' 8' 4' 8' 2' ® 0 I _ C CORNER • - • . I 1 E OVERHANG - I I i t T. . l l 1 l l . • 1 I EC OVERHANG CORNER - I I S EAVE, RAKE, RIDGE 6' - W A L L— . •iLLj R ROOF, OTHER 12' �- W aS ' 1 WC WALL CORNERS 6' • ROOF AND WALL TOP -. & EAVE STRUTS ' 4? ' ti 4 J CO. A 1 ,�G' G� , . W WALL, OTHER 12' • 12' 12• 12• A L L O W A B L E L O A D S . >: i - -- • r r l l 6 r T i P E R S T A N D A R D F A S T E N E R .., • ' PURLIN /GIRT GUAGE 12 GA. • 14 GA. 16 GA. A �6 197 ,y ✓ J � �„ ,,„ JAM 0 2CO2 TEK & STITCH 0 1 6 AvQ fry , rs . ULT. PULLOUT VALUES, POUNDS 1856 1181 848 �`� '� - --_� ' , �� = SAFETY FACTOR " 2.5 2.5 2.5 , • WORKING PULLOUT LOAD, 'POUNDS 742 472 339 i _ � ��" 1 EXPIRES 121 O • INSIDE WALLS - MID GIRTS ° ---- ' CLOSURE 'A36' PANEL PURLIN GAUGE 26 24 12' 12' 12' ULT. PULLOVER VALUES. , POUNDS 630 902 BOLT DIAMETER 1/4' • BASE GIRT SAFETY FACTOR „. 2.5 SPECIAL HEADER • g WORKING PULLOVER LOAD. POUNDS_ 250 360 EMBEDMENT 3' TRIM SHT - 14 F-'--- TEK & STITCH `�' r, _ BASE DETAIL 0 gt , WALL TOP AND BOTTOM :,21 - WALL • 'A36' PANEL r`i . . +j PANEL • TOP = @ EAVE STRUTS 12' 36' • 36' 36' 36' 12' BOTTOM - @ BASE ANGLE OR BASE GIRT r----........ ...a— . a :_. ° °------ ' ' ?v1,n 1 ' �' BASE ANGLE BA -14 MI m 0 0 1 0 O 0 1 I l - FINISH FLOOR STANDARD PANEL LAP & TRIM FASTENER STANDARD ROOF & WALL PANEL FASTENERS BASE ANGLE T FASTENERS 1112x 3/4' SELF TAPPING 'BUILDER' I$12 -14X 1 1/2' MINIMUM TEKS SLAB EDGE BY OTHERS 3' -0' o.c. T 20' FULL LENGTH, ROOF PANELS (SELF DRILLING) WITH 9/16' 20' FULL LENGTH, WALL PANELS SEALING WASHER B A S E A N G L E A . N C H • 0 R S P A C I N G BASE DETAIL @ SLAB EDGE ` DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGAR #1 DRAWING NO. 11 - 06 - 01 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD FASTENER PLACEMENT SUNNYSIDE, WA. 98944 LOCATION : TUKWILA, WA JOB NUMBER FS (509) 839 -7000 & WIND LOADING B04278 FAX (509) 839 -0383 BUILDER : STEELCRAFT SHEET OF THIS DRAWING IS NOT BUILDING S YSTEMS TO TO SCALE *GLUT I ON• 4. 'SE RV I CE DESIGN LOADS ZZ "1-.1, �, . ( a 1 ti !; • ,/ ,r � 1 1 ' , 1 1 1 ? r_�I 1 1 },i I, t 11 I ),' 1 1 a; , I i s ) I -'I I L . ' '1 ,I 1 I' 11 T .. , f 111:r ) } ;. t I - 1 ' l I 111 1 1 e.. I ' 1 1 " I f : , ”, ,.( , i r �'- r 1, �J ,\ 1. I . ..- x ,r! #st' ;1 0 I ii � ' f l y 1p ++ i . � 4 I 1 ) 0 I 1 116 1 r 2 �' 7 , ,t � i 5 6 nch' Q i k i j rt 1 - t ` ft J L. 1X i., - J 1 � , - 1 . , E,- lr�YT ,. s vl ...w...... . � 'i� . ;7 .j 1 d: .4-,,,:,,,A1;,,17772,,, • t , t E, i ,, i 0 1,1.lii ►ii,iiil.ii.liiiillu iliiiihit•iLlai,Iillni!o dill. li tilliIIiIJIItlIi)iiiiiiliil.t.l ililiiiiiiiiihiitiiitililliliiiihi ldmd11i1LiuIlI i.110I1J kbm____i______i_______,__________________ f „ O S 16•11 n _ CAAM STEEL CORPORATOO O S U II .,.. SUll STEEL JDLDIIGS , . STADARDDETAllLS STEEL BUILDINGS STEEL BUILDINGS A Canam Steel product A Canam Steel product RECEIVED CITY OF TUKWII_A • MAR 2 5 2002 PAGE # DESCRIPTION PAGE # DESCRIPTION PERMIT CENTER 1 POST & BEAM DETAILS 31 ANGLE PROFILES • 2 POST & BEAM DETAILS / GIRT DETAILS 32 ANGLE PROFILES • 3 GIRT DETAILS 33 SKYLIGHT AND WALL LIGHT DETAILS 4 PURLIN DETAILS 34 CANOPY CONNECTION DETAIL 5 • CABLE DETAI LS / SHEETED RAKE DETAILS 35 CANOPY TRIM DETAI LS 6 BRACING STRUT DETAILS 36 PURLIN SAG ANGLE AND CABLE RAP DETAILS 7 .BRACING STRUT DETAI LS 37 GI RT AND PURLI N FRAMI NG DETAILS 8 DOOR FRAMING DETAILS 38 GIRT FRAMING DETAILS 9 PANEL FASTENER PLACEMENT 39 ' GIRT CORNER TRIM DETAILS • 10 RAKE AND EAVE TRIM DETAILS 40 WALK DOOR FRAMI NG DETAILS 11 EAVE AND BASE TRIM DETAILS • 41 WINDOW FRAMING DETAILS 12 ROOF AND WALL TRIM DETAILS 42 SLIDING DOOR DETAILS 13 PEAK ENDCAP DETAILS 43 RAKE CHANNEL DETAILS 14 CORNER TRIM DETAILS 15 CORNER CAP / CHANGE OF EAVE HEIGHT DETAILS • 16 GUTTER DETAILS . 17 TRIM PROFILES . 18 TRIM PROFILES 19 TRIM PROFILES . 20 TRIM PROFILES 21 TRIM PROFILES . • 22 TRIM PROFILES • 23 TRIM PROFILES . 24 TRIM PROFILES 25 CLIP PROFILES 26 CLIP PROFILES - 27 CLIP PROFILES 28 CLIP PROFILES . 29 CLIP PROFILES . 30 ANGLE PROFILES • 01/27/2000 FOR JOB: B04276 I 'I I I I —1-1. i I I. i I ; i c ' P i i' i"i '' � I'I i i i i i i i' i ., ., , 1 I , I �. i I' I I 1 I • 0 Inch 1/16 1 2 3 d 5 6 ,if , - WTr "rr n rrrr y i v L4l: I 1.:... ' A E; L t 0 1 1iiiil1_11 i iii 11111i1WW1/1111111 iii MIH.►►iWM i�i iliiii h iiiliii i6iiiihiiiliiii iiiiliiii iAILW , • • . .. . .. _ .. .... '� Dew BOLT SCHEDULE • ✓ 1/2' x 1 1/4' A307 t%:: , • ® 1/' x ' A325 HER © 1/2' x 1' A325 CARRIAGE W /WASHER • #12 - 14 x 1 1/2' TEK W /WASHER — O #12 - 14 x 1' TEK W/0 WASHER • O #12 x 3/4' STITCH W /WASHER as e! ` --� 7t . © -12 #12 x 1' PHILLIPS HEADED SCREW is • 1 _ 8 ESC CLIP - V - ESC CLIP -- �� B ESC CLIP 80 O� py O 1/8' x 1/4' POP RIVET �� ES CLIP ' ' �Qr O #RV6604 - - BULB FASTENER COLDFORM ESCH CLIP COLDFROM.�Q� Q�� OR MILL '' • NUMBER OR MILL 1: COLDFOR 7- EXTERIOR OR ' OF BOLTS EXTERIOR OR ■ OR MILL 4O FLUSH GIRTS A FLUSH GIRTS • •BDLT .2 B .2 REFERENCE B : II : ECB -1 ECB -1 II ECB -1 . • r CLIP r CLIP — r CLIP ' ALTERNATE TT ALTERNATE ALTERNATE CORNER COLU DETAIL DWG NO. CORNER COLUMN DETAIL DW GF s CENTER COLUMN DETAIL � DW WF 9 • C RECORD RECORD RECORD STANDARD ENDWALL II = 14 STANDARD ENDWALL AT HIGH -SIDE 15 - 18 STANDARD ENDWALL 19,20,23,24 — • EXTC -1 CLIP EXTC -1 CLIP . ' 8 Q 7 /-2 CLIP FIELD -� � DRILL • • I O 0 C5 00 ....2 i _.._, g , ■ I tY ' r L:i 0.° 0 0 I 13 Q 0 . • fIC PS �4� 8 �Q 6 . 1., -71. FIELD O�� ---� i _ 4 Q � ESC CLIP : ■ - : � . . COLDFORM .. DRILL �O ESCH CLIP COLDFORM . COLDFORM OR MILL OR MILL ECPC -1 (1:12) OR MILL COLDFORM ECPC -2 (2:12) N ^ OR MILL ECPC -3 (3:12) 4 .2 � 2 ONE .2 0 � � EACH SIDE ■■ ECB -1 ECB -1 :IL ECB -1 r CLIP r CLIP r CLIP . ' • . + 4. 1 ALTERNATE + ♦ ALTERNATE ALTERNATE _ . ._ " . • ` CENTER COLUMN DETAIL D W w 21 INTERIOR COLUMN DETAIL DWG F27 INTERIOR COLUMN DETAIL •, wF29 RAFTER PEAK :0E0:AIL DWG R 5 RECORD RECORD RECORD RECORD EXPANDABLE ENDWALL 21 & 22 STANDARD ENDWALL 27,28,31,32 EXPANDABLE ENDWALL 29 a 30 STANDARD ENDA 35 - 38 DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. NO. RGAN OF TUKA ' FILE NAME CHECKED sun.suf•J 002 NYSIDE MO , WA. 98944 ROAD CITY POST AND BEAM FRAMING DETAILS LOCATION JOB NO. (509) 839 -7000 — , SDI MAR 2 5 B U I L D I N G SYSTEMS Fax (509) 839 -0383 THIS DRAWING IS NOT __ BUILDER :„ SHEET OF, TO SCALE SOLUTIONS S + SE RV 1 CE DESIGN LOADS • 0 Inch 1/16 1 ' 2 3 4 5 6 l '- VEr ,^rrrtw r? + 1 III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII !IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIii IIIIIIIIIIIiiiIIIIIIIIIII A S71ie Lti', . ,. . , _.. .... _ .......�.. • BOLT SCHEDULE COLDFORM '�� / x ; 1/ �• �� ` /4,r'�SFicc� COLDFORM . ' COLDFORM n �,_iC. �. G ' 4 A J U I .tip L L .-� �i i L' L �' i I I L ' ..� I�'-__ ___ , X _. r. 1 R DR ✓ 1 /e' x 1 112' H325 W /WASHER © 1/2' x 1' A325 CARRIAGE W /WASHER . D #12 -14 x 1 1/2' W /WASHER - , GB - GB -1 O #12 - 14 x 1' TEK 'W /O WASHER O 0 . ' 0 • #12 x 3/4' STITCH W /WASHER 1 O #12 x 1' PHILLIPS HEADED SCREW 8 , r A T A�pp 2 , � N4 0 O O 1/8' x 1/4 POP RIVET �S O 0 a D DS O © 5 � O #RV6604 - 6 - 3 BULB FASTENER l� NUMBER 11M k 7 BOLTS LTRC -1 SIDEWALL STEEL LINE 4Q LTRC -1 �ACH DE ' • ONE ACH SIDE PLATE 02 \-BOLT . REFERENCE ; UC -2 CLIP I . ALTERNATE D4iG N0. DWG NO. IM NO. • RAFTER SPLICE DETAIL RF39 LEAN -TO SPLICE DETAIL RF43 ENDWALL GIRT CONNECTION 4,f RECORD RECORD RECORD STANDARD ENDWALL 39 42 STANDARD ENDWALL 43 - 46 STANDARD ENDWALL 47 & 48 COLDFORM EXTERIOR 1 ' 3' UC -2 CLIP o 0 GIRTS -, ER MILL ` GIRT BRIDGE , .. . ■ GB 1 A .. , . _ o 2 .o 17 0 cn -- I , z O O _ rr1 .__.,_ I r,„: ✓ I id _ I , �, , A pple �# ENDWALL _1 6 . 0" c -0 S , — I— Lo iIRT UC -2 CLIP =� O n pp�� o o o� � _--- _ -_ -_ -_ Q? o S 0 0 0 0 • k II E WALL �' - - - -- - 0 A ----- - - - - -- - - - - - - ---- GIRT 2G 2 0 LE :f FIELD I • O GIRT BRIDGE .2 2 DRILL © 2 A r-" • � I S'WALL GIRT ' GB -1 IDEWALL 0 f I UC -2 CLIP IRT , O © 2 , GIRT BRIDGE O 0 ! COLDFORM GB -1 — OR MILL EXTERIOR OR FLUSH GIRTS ALTERNATE ENDWALL GIRT CONNECTION D`' ENDWALL GIRT CONNECTION D psi ENDWALL GIRT CONNECTION D sz SIDEWALL GIRT CONNCETION D 4,F53 49 RECORD RECORD RECORD RECORD INTERIOR COLUMN AT STANDARD ENDWALL 49 & so EXPANDABLE ENDWALL CORNER 51 LEAN -TO AT EXPANDABLE ENDWALL 52 STANDARD ENDWALL 53, 54, 56, 57 RCCCII CD DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER CITY OF TUKWILA DWG. NO. T 2002 MORGAN ROAD `T r FILE NAME CHECKED SU <509 D 839 7000 P ° AND A DB E FRAM NG I DETAILS ILS LOCATION MAR 2 5 2002 JOB NO. —' SD2 FAX (509) 839 -0383 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER PERMIT CENTER SHEET OF —" TO SCALE SOLUTIONS ♦ SE ■VICE DESIGN LOADS 2- ` ( i I i I I I I ) I I. I i I i Iii ' i l i a ! ;:,iii - i i, a ;. i I 0 Inch 1/16 1 2 3„ it 5 6 'WEST aa , 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILI IIIIIIIII11I I111111►I11IIIII111111111111IF iIIII11111111III1II1► i11IIIIIIIIIIIIIIIIIIIIIIIIIIIIII . IIIIIIIIIIII! ............... . • .»... • •BOOLT SCHEDULE • /i 1/2' x 1 1/4' A307 W /WASHER FLUSH • ' EXTERIOR FLUSH • 0B 1/2' x '1 1/2' A325 W /WASHER GIRTS GIRTS GIRTS © 1/2' x 1' A325 CARRIAGE W /WASHER 0 • 1 ' 3' r . • � " 1 ' 3" O #12 - 14 x 1 1/2' TEK W /WASHER ' #12 - 14 1' TEK W/O WASHER . . ---- O x _. p � , • Q #12 x 3/4' STITCH W /WASHER .' i V ENDWALL UC - CLIP - © #12 x 1' PHILLIPS HEADED SCREW 2 ENDWALL GIRT O 1/8' x 1/4' POP RIVET © GIRT p E 3 p #RV6604 -6 -3 BULB FASTENER •' � .�_ • r � _ 2 2 NUMBER g 1 0, p �-0 - - - , B OF BOLTS 0 2 0 2 • 0 • ..• E O 4G 0 DO 2G i 0 . 17 . I i' i . • BOL * 1 I 0 O GIRT BRIDGE REFERENCE I • GIRT BRIDGE © GB -1 UC-3 3 CLIP I GB -1 .. • SIDEWALL GIRT CONNECTION D -N5% SIDEWALL GIRT CONNECTION D wF58 SIDEWALL GIRT CONNECTION D 1,�F59 RECORD RECORD RECORD EXPANDABLE ENDWALL 55 EXPANDABLE ENDWALL 58 INTERIOR COLUMN 59 EXTERIOR O : 1 NOTE 1 NOTE 1 GIRTS 'O .. SEE LAP PAGE NOTE 1: FOR FLANGES UP TO 1/2 1 x8" FOR ERECTION FLANGE FLANGE USE Q A BOLT STEPS , BRACE BRACE .f° \ FOR FLANGES OVER 1/2 "x8'•• - �� 0 USE • BOLT & I I ° . 0 0 L� ' • Q r �� 1 . - o p • , 0� NOTE 1 -� 4 .�0� • V 10 •s! 0 - 0 0� NOTE 1 ---. I..., VARIES ,I ERECTION _ O ter - NOTE: FLANGE BRACE BOLT ALTERNATE , m m , ONE SIDE OF FRAME NOTE: FLANGE BRACE W ONLY, UNLESS NOTED ONE SIDE OF FRAME 2 OTHERWISE GIRT ONLY, UNLESS NOTED O 4 O • a . U . OTHERWISE 0 _.._ ' ' —' -' ESOP � NOTE 1 .� CCLIP o 0 Q2 1.4 NOTE 1}-. ALTERNATE ALTERNATE ALTERNATE ALTERNATE SIDEWALL GIRT CONNECTION D W60 SIDEWALL GIRT CONNECTION D kF'63 LAP AT INTERIOR COLUMNS RECORD 60 - 62 SIMPLE SPAN AT I NTERIOR COLUMNS RECORD 63 DATE N❑. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER RECEIVED DWG. NO. FILE SD3 ME CHECKED SU 2 002 M 509 D O8RGAN 39-7000 ROAD CITY OF TUKWILA 944 GIRT FRAMING DETAILS LOCATION MAC 2 2002 JOB NO. FAX (509) 839 -0383 THIS DRAWING IS NOT BU I L D I NG SYSTEMS- BUILDER SHEET OF TO SCALE SOLUTION$ + $ E RV I CE DESIGN LOADS P ERMIT CENTER 3 4{3 I • ii I i i ii i i i i ii i i I • i , . . . ' I "; ;'1 , 1 Ii ! , i . � , ,,:, I i i i I, I ' f . i I i I . 0 Inch 1/16 1 2 3 d 5 6 rV A.,0 J. - ...:...= St v t ct .i L di V L C ti L L l 0 1iiiilidiWliIII III IIM6 IM!III I I III4MI ifilIIII IIIVIIIIAIIMI IIIWiiiIiiiiIIIII III1.11111III IIIIIIII IIII ■ BOLT SCHEDULE FOR OPEN ENDWALLS, THE RAKE ANGLE A 1 /2' x 1 1 /4' A307 W/❑ WASHER I S TO BE PLACED UPSI DE DOWN AS SHOWN Q ON PAGE SD1 0, DETAI L TS2. II ® 1 /2' x' 1 1 /2' A325 W/O WASHER L-- !! r • WO WASHER 4 1 /4 I 0 1 /2 x 1' A325 CARRI AGE W O ' • O O - O #1 2 - 14 TEK W/ WASHER - - 1 ' 3' z 2420 -s O #12 - 14 x 1' TEK W/O WASHER © 1 /2 © . • • #12 x 3/4' STI TCH SPL. � 0 0 • RAKE ° _ - l 1 0 #1 2 x 1' PHILLIPS HEADED SCREW I - - - - -- _ � � �- ° Q O ANGLE • �� RAKE 0 .�•� 0 . ° 0 1 /8' x 1 /4' POP RI VET SRA -1 4 ■ � © 4 ANGLE g � A• ' i #RV6604 -6 -3 BULB FASTENER 4 4 ,� RA -1 4 -O� - tO FLANGE �0 DO'-' .S BRACE OK 1 /2' x 1 1 /2' A325 W/ WASHER Ci" 0 V 9 v 0 -- . • NUMBER ` 1 ..• OF BOLTS 1------ - - ---I , 4O , \--BOLT REFERENCE ! ' NOTE: FLANGE BRACE COLDFORM �� ONE SI DE OF FRAME OR MI LL 1 ONLY, UNLESS NOTED • • ALTERNATE Q OTHERWI SE. • . PURLI N CONNECTION D RF6 PURLI N CONNECTI ON D R 66 PURLI N CDNNECTI ON D RF67 1 STANDARD ENDWALL - FLUSH PURLI NS 64 .. 65 EX PANDABLE ENDWALL - FLUSH PURLI NS 66 I NTERI OR RAFTER - FLUSH PURLI NS . 67 - • • NOTE 1: FOR FLANGES UP TO 1 /2' x8' • • ,, USE 0 BOLT EA -1 /2 (1 /2: 12) ONE AT EACH END . EA -1 ( 1: 1 2) Q FOR FLANGES OVER 1 /2" x8' EA -2 (2: 1 2) ,. USE B BOLT • • EA -3 (3: 1 2) . 1' 0 3/4' EA -4 ( 4: 12) II I • . • '° © \ 4 ENDWALL STEEL LINE-\ 1/2' / . • .-, L ' - voLIL--- . ,.. .. . RAKE r, FRAME ,CENTERLI NE ANGI -S I o� 0 4 ,RA -1 D° •• 0 0 ___ . ... _. .._..i."_=_ I NOTE: MOUNT EAVE STRUT ON BUI LDI NG o USI NG THE PURLI N DETAI LS HAT APPLY ONE AT EACH END (RF64 -70) . REPLACI NG THE A BOLT WI TH • . - . © x STRUT THE ® BOLT. 0 . . • • • THEN MOUNT THE EAVE STRUT ANGLE ON TOP OF PURLI N & TEK SCREW DOWN • EAVE S TRUT .ANGLE PER DETAIL RF73. PURLI N CONNECTION D RF . E I 0 N EAVE STRUT C NN CT D RF ° 1 EAVE STRUT ' FLASHI NG LAYOUT DwG R° 3 RECORD RECORD RECORD BYFRAME ENDWALL - FLUSH PURLI NS 70 END VI EW 71 - 82 _ - DATE NO. REVI SI ONS BY CHK, DATE DRA\N DRAWL NG TI TLE 014NER CITY OFTUKWILA D■C'i. NO. 202 MO RGAN ROAD PURLI AND EAW STRUT FILE NAME CHECKED •SUNNYS DE, WA. 98944 FRAMING DETAI !.S LOCATION MA 2 0 ?(�� JOB NO. SD4 ( 509) 837 -7008 ' STEEL BUILDINGS But LDER PERMITCENT FAX <509> 839 -0383 ER THI S DRAWL NG I S NO SHEET OF TO SCALE A Canam steal product DESI GN LOADS k { 4 1. L I I , • , I I I .. ( 1 I I• i I i i i i 1 i"l 1 I i I I I I i I I l i i I -1 1 I I I i.. I, i, I . 1 I I I 0 Inch 1/16 1 2 3 4 5 6 Y : ; . r w�Yfr ^Tr 'wTe L t i i i i i i I i I I i I I i I I I i I I i 1 u 1 ' i i i hi I i ii i IIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . 1IIIIIIiiiII� . 1IIIIIIIIIIII - _ J „ .BOLT SCHEDULE • O 1 /2' x 1 1 /4' A33 7 W /\.'4SHER . . J L i ® r• � I , 1 /2' x . 1 1 /2' A325 W /WASHER L t - t !l_ i T _ ',:j; r _ 1, n, ' © 1 /2' x 1' A325 •CARRI AGE W /WASHER EAVE STRUT 18, FLAT WASHER ' NUT O# 1 2 — 1 4 x 1 1 /2' TEK W /WASHER � '�� O # 1 2 — 1 4 x 1' TEK W/O WASHER *` EYEBOLT W/ CABLE O #1 2 x 3/4' STITCH W /WASHER ' ' HI LLSI DE WASHER, OR ROD . #1 2 x 1 ' PHILLIPS HEADED SCREW FLAT WASHER . CABLE � %�� & NUT T ® 1 /8' x 1 /4' POP RI VET *,',�'a' OR ROD O #RV6604 - - BULB FASTENER ..... ' ,, �� . NUMBER + 7 OF BOLTS , 4O CABLE W/ �� MI LL RAFTER HI LLSI DE WASHER •��, BOLT FLAT WASHER REFERENCE & NUT -. Wiiii • SI DEWALL CABLE CONNECTI ON i0.7 SI DEWALL CABLE CONNECTI ON DWCi i °'I STANDARD CABLE CONNECTION D4�G i °'2 RECORD RECORD RECORD STANDARD ENDWALL AT EAVE 107 110 STANDARD ENDWALL AT BASE III - 114 ROOF, SI DEWALL, & ENDWALL • EYEBOLT W/ . HI LLSI DE WASHER, '• FLAT WASHER • & NUT • . CABLE • . CABLE \ � NOTCH ' FLANGE E. S. .. -9-.. Jr -clOy /00 t PPF x., / „ DRI LL r P , . RAKE CEE GI RT EXB -3 CLI P • SPECI AL CABLE CONNECTION DwGJO'3 SPECIAL L CABLE CONNECTI ON 0' i ° SHEETED RAKE DETAIL D N sz SHEET RAKE DETAIL D`��„�N O. RECORD RECORD RECORD RECORD STANDARD ENDWALL 152 EXPANDABLE ENDWALL 155 • DATE NO. REVI SI ONS BY CHK. DATE DRA1vN DRAWI NG TI TLE O1wNER R CITY OF TUKWILA DwvG. NO. 2002 MORGAN ROAD FILE NAME CHECKED SU <509) 839 - 7000944 CA AND SHEETED RAKE DETAILS LOCATION AR 2, ?002. JOB NO. SD7 FAX (509) 839 -0383 _ THIS DRAWING I S NOT BU I LDI NG SYSTEMS BUILDER s.. TO SCALE $OLUT I ONO .1. 8ERV I CE DESIGN LOADS PERMIT CENTER SHEET OF 5 Y3 I I ! • i I I I I ( I i I i' ' i i i l �.' i ' i' i l i i i i '! I ( I ! i I I I ! H 0 Inch 1/16 1 2 '' 3 A 5 6 I fk. x 'lYir r rr eirr e III1IIIIIIIIIIIIIIIIIIIIIIIIII I IIILII41II1I1II :IIIIIIIII1IIIIIIIII1I IIII I H1111111111111111111H1h1H IIIIIIIII11111IIIII IIIII1111I1II 111111 , .BOLT SCHEDULE 1 . COLDFORM OR COLDFORM OR COLDFORM OR <> 1 /2' x 1 1 /4' A3C7 4 / /Ar /ASHER • MI LL STRUT • • MI LL STRUT MI LL STRUT V 1 /2' x 1 1 /2' A325 W /\, R ' © 1 /2' x 1' A325 •CARRI AGE W /WASHER • 1 ' 2' 1/4' °� #1 2 - 1 4 x 1 1 /2' TEK W /WASHER, -- I • I I I� — O I L_ 0 #12 - 14 x 1' TEK W/O WASHER . . . • 0 #1 2 x 3/4' STITCH W /WASHER #1 2 x 1' PHI LLI PS HEADED SCREW . . 0' ."'t 0 1 /8' x 1 /4' POP RI VET #RV6604 -6 -3 BULB FASTENER \ • .. NUMBER .) m m m m en •■ r .■ in I I M N. OF BOLTS ` ` 4 • . ` 4 . 4. 4 '� BOLT . REFERENCE I BRACI NG STRUT CONNECTI ON D RFN LBRACI NG STRUT CONNECTI ON D RF 9 BRACI NG STRUT CONNECTI ON D RF81 —CORD RECORD RECORD D STANDARD ENDWALL - ROOF 77 & 78 EXPANDABLE ENDWALL - ROOF 79 & 80 I NTERI OR RAFTER - ROOF ' • 1\1 EXTERIOR OR FLUSH EXTERIOR FLUSH FLUSH GI RTS GI RTS GI RTS I • . GI RTS 1 . 1' 3' COLDFORM OR . • . $ MILL STRUT n , I i i 2 - V —" UC -3 CLI P --\ ; UC-2 - 8. S' 2 ; VA.-s1 . AV I • l p _ z p z ; 2 ` 2 2 : COLDFORM OR 0 MI LL ST RUT — '' y I .. . _ , ..J 1 COLDFORM OR - MI LL STRUT UC -2 CLIP I 1 ' 2' • • BRACI NG STRUT CONNECTI ON D yes BRACI NG STRUT CONNECTION D 9 BRACT NG STRUT CONNECTI ON D V/92 BRACI NG STRUT CONNECTI ON D X93 RECORD – RECORD RECORD RECORD STANDARD ENDWALL - SI DEWALL as - ea EXPANDABLE ENDWALL - SI DEWALL 90 EXPANDABLE ENDWALL - SI DEWALL 92 INTERIOR COLUMN - SI DEWALL DATE N0. REVISIONS BY CHK. DATE DRA1�N DRAWING TITLE ❑ RECEIVED D'. . NO. 93 CITY OF TUKWILA 2002 MORGAN ROAD JOB NO. S Ds FILE NAME CHECKED SUNNYSIDE, WA. 98944 BRACING STRUT DETAILS LOCATION nn n ©� p op <s09 8 39 - – °Z �UL TH1 S DRAWI NG I S NOT B U I L D I N G " S Y S T E M S - FAX <509) 839 -0383 BUILDER SHEET OF PERMIT CENTE I� TO SCALE SOLUTIONS I ON8 ♦ 8 E RV 1 CE D ESIG N LOADS `C' y 3 i I 1 I I I ( 1 I ` I I 1 1 I' 1 I 11 7 I I ' 1• ° i I i I ! i I 1 1 1 1 ( , . L 0 Inch 1/16 2 3 d 5 6 '. 't`1 f "‘ 4 tWT - _ ' _ yv r G I .. hililiiliIIiiI liId1IIIIIIIt1I1ill I[il1i1ii! 1I1iiii1ili1 1I1111►I►11{1►illIii1ih1iiiiii 1eiiili1ii1i►ill11ii iiiiliiii iii1II 1d iiillilih11ilmill A BO LT SCHEDULE I / x 1 1/4' A307 W/'..iASHER • JO 1/2' x' 1 1/2' A325 W /WASHER - ! • 1 /2' x 1 A325 CARRIAGE W /WASHER • . 0 #12 — 14 x 1 1 /2' TEK W /WASHER .. ' • #12 — 14 x 1' TEK W/0 WASHER ., Q #12 x 3/4' STITCH W /WASHER © #12 >c 1' PHI LLI PS HEADED SCREW 0 1/8' x 1/4' POP RIVET • An #RV6604 -6 -3 BULB FASTENER NUMBER OF BOLTS �� • \—BOLT REFERENCE 1/4 J BRACING STRUT CONNECTI ON D VF91 I NTERI OR COLUMN — SI DEWALL RECORD ' 91 • • • • DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWI NG TITLE OWNER RECEIVED DWG. NO. CITY OF TUKWILA 2002 MORG FILE NAME CHECKED SUNNYSIDE W A. ROAD 98944 JOB NO. SD6 <509) 839 -7000 BRAC1 NG STRUT DETAILS LOCATION MAR 2 5 2002 FAX (509) 839 -0383 THIS DRAWL NG I S NOT BUILDING S BUILDER SHEET OF TO SCALE SOLUTIONS + SERVICE DESIGN LOADS PERMIT CENTER 7 L�3 C0 Inch 1/16 ' 1 �� `2 ` 3 p 4 5 6 1r AVIErrlrilivirrre 1. I iiili111I11111111IIIIII111I1II111111, 11jl111! IIII1 11111I111I11111111III111li1IIIIIIIliiii 11111111111I11i1111II1111111I BOLT SCHEDULE . . 0, 1 /2' x 1 1 /4' A307 W /WASHER . . /—RAFTER O. '� 1 /2' x' 1 1 /2' A325 W /WASHER FIELD EXTC - 1 CLI P EAVE STRUT 2 2 DRI LL O 1/2' x 1' A325 CARRI AGE W /WASHER F IE LD ALL , •� .. DRI LL, • 0 #1 2— 1 4 x 1 1/2' TEK W /WASHER .. ■■ — 0 2 FIELD DRI LL O #12 — 14 x 1' TEK W/O WASHER to I • nn #1 2 x 3/4' STITCH W /WASHER ' � ' a E O • a 4� I • O #12 x 1' PHI ? . 2 PHI LLI PS HEADED S 0 \ 0 UC --2 CLI tE ESC CLI P ` ESCH CLI P � ` 2 Q 1 /8' x 1 /4' POP RI VET N.:4 0 O #RV6604-6-3 BULB FASTENER DppR �� DOOR JAMB NUMBER �� EXTERI OR OR OF BOLTS DOOR JAMB 0� .. . FLUSH GI RTS 0/ — 4 . 0 \--BOLT ___,p___ ---"V--- v It REFERENCE 2 UC -2 CLIP 2© 2. ■ 0 UC -2 CLIP E UC -2 CLI P (3 . 1 I .1, .1. • . . ENDWALL FRAMED OPENI NG D'*4 UF1 8 ENDWALL FRAMED GPENI NG D i60 SI DEWALL FRAMED OPENI NG D i61 RECORD RECORD RECORD STANDARD ENDWALL 158 I3 159 EXPANDABLE ENDWALL 160 . . 161 • • . ----4--- . . J . 44 = 3 .. PURLI N RAKE RA-1 4 GI RT, HEADER ..--.>. OR EAVE STRUT • , ��LD . FIELD � ilRI LL 0 DOOR HEADER UC - CLI P �. DRI LL `� p r i • .4) © O-� 4 �: j UC -2: CL I P O 0 • '" DOOR JAMB • 4 RAFTER , 0 0 • DOOR HEADER . • . UC -2 CLIP ° CEE JAMB . - 2 ,.:... , 2 ..:. � UC -2 CLI P 7 --- ......_ _. . DOOR JAMB Q w , t ._ , \\— CEE JAMB UC -2 CLIP . V — DwCi No. OW' o. RAMED OPENING CONNECTI ON D` � N 0 4 ENDWALL FRAMED OPENI NG D W1 RAMED OPENING CONNECTION 1 RAMED OPENING CONNECTION o RECORD ORD RECORD RECORD RECORD HEADER TO JAMB 162 GIRT TO JAMB 170 - 173 JAMB . TO GIRT JAMB TO PURLI N — CURB WALL ENDWALL DATE NO. REVI SI ONS BY CHIC DATE DRA1�N DRAW! NG Ti TLE OWNER CITY OFTUKWILA D \G• NO. 2 MOAN FILE NAME CHECKED . • suN002 NYSIDERG, WA. ROAD 98944 DOOR FRAMING DETAILS LOCATION MAR 2 5 200-2 JOB NO. SD8 C509> 839 - 7000 BUILDING SYSTEMS Fax <509> 839 -0383 BUILDER THIS DRAWL NG I S NOT SHEET OF TO SCALE SOLUT ONS ♦ s E RV CE DESIGN LOADS PERMIT CENTER q q3 . »� 3, c I, . I a I I' I' 1 • .; I •III ; 1 2 !' l i I i' I i t' It I ' l l I ' i ' i +' I I' 1 � 1 I I i � . ... /., 1, 1 � � 0 Inch 1/16 '1. '2 '''3 ' d 5 6 1 1111111111111111111111111i1111 1111 111161!111111111111 111111111 1II1111111II11( 1111I111111111111111111111111111111111111111111111 . 11.III1111111111 • oaw�w .SCREW SCHEDULE . . Q SI DELAP, SEE NOTE 2 SI DELAP, SEE NOTE 2 ,A / . SI DELAP, SEE NOTE 2 , 2 — 1 4 x 1 1 /2' TEK W /WASHER , i _ -__ �' 4 od*�o e a c o e e • # 1 2 — '1 4 ' RLI N EAVE ° • #1 2 x 3/4' STI TCH W /WASHER STRUT STRUT © #1 2 x 1 ' PHI LLI PS HEADED SCREW — — • ENDLAP .& RI DGE BUI LDI NI G EAVE • BUI LDI NG EAVE � F O 1 /8' x 1 /4' POP RI VET . . • #RV6604 - - BULB FASTENER I* , SI DELAP, SEE NOTE 2 Q , , SI DELAP, SEE NOTE 2 Q , , SI DELAP, SEE NOTE 2 NUMBER .1 imil .00. ! k --N.,..----Ny-...---.-\„ /-- OF SCREWS V ; + _ : . a 0 a a E O� I I I! a a �4 a a .7°1 mil CO SCREW I NTERMEDI ATE PURLI N PURLI N ; t..RMEDI ATE GI RT GI RT Q I NTERMEDI ATE GI RT GI RT REFERENCE • , SI DELAP, SEE NOTE 2 Q , , SI DELAP, SEE NOTE 2 Q , SI DELAP, SEE NOTE 2 1----- a a a a[ a a a a a a • I 5 a a a a a c a o a o a a 0 BUI LDI NG EAVE EAR BUI LDI NG BASE • BUI LDI NG BASE _ . STRUT BASE ANGLE BASE ANGLE • PANEL PROFILE PANEL PROFILE BA -1 4 PANEL PROFI E BA -1 4 DWG N0. DwG N0. DWG N0. . FASTENER PLACEMENT FP1 FASTENER PLACEMENT FP2 FASTENER PLACEMENT FP3 STANDARD ROOF - R36 PANEL RECORD SI DEWALL - A36 PANEL R CORD SI DEWALL - W36 PANEL RECORD SI DELAP, SEE NOTE 2 SI DELAP, SEE NOTE 2 STI TCH SCREW • @ ,20' o. C. �m • ,- �� a . a . • . A • RAKE RAKE - NOTES . ! ANGLE �i ANGLE � ,_ i 1 i. RA -1 4 RA -1 4 BEARI NG RIB CONTINUOUS 1 . 1: 1 2 PI TCH SHOWN. 2: 1 2 PI TCH -- BUI LDI NG RAKE - SEE NOTE 1 BUI LDI NG RAKE - SEE NOTE 1 ON BOTTOM • . MASTIC • & GREATER, PANELS TO BE FIELD CUT. yPANEL 4 Q ` , SI DELAP SEE NOTE 2 • SI DELAP, SEE NOTE 2 ROOF SI DELAP - .4� �` e 2. ROOF & WALL STI TCH FASTENERS 11111 4� STI TCH SCREW -. �' (PANEL TO PANEL) ARE 20 t'6' / @ 20' o. C. O o. c. FULL LENGTH OF PANEL. S 45C— ' ;. Ewe a a e a a ; _,,,, IIIIII li I t� �. GIRT O I NTERMEDI ATE GI RT ' -GIRT / O I ti -�O ,SDI ATE GI RT Q , SI DELAP, SEE NOTE 2 • SI DELAP, SEE NOTE 2 BEARING RIB - --- --�. , ON BOTTOM . d - P r WALL -SI DELAP - W36 PANEL I - , .i - ' 0 ° a a ' a ° STI TCH SCREW © BUI LDI NG BASE ■ BASE ANGLE 0 BASE ANGLE BUI LDI NG BASE @ 20' o. C. . ' PANEL PR❑FI LE BA -1 4 PANEL PROFILE BA -1 4 FASTENER PLACEMENT DW FP° ' D` FASTENER PLACEMENT FPS' BEARING RI B RECORD RECORD ❑N BOTTOM ENDWALL - A36 PANEL ENDWALL - W36 PANEL WALL SI DELAP - A36 PANEL ' DATE NO. REVI SI ONS BY CHK. DATE DRAWN DRAWL NG TI TLE OWNER hCC:� TUK D. NO. CITY OF TUKWILA 2002 MORGAN ROAD FILE NAME CHECKED SUNNYSIDE, WA. 98944 PANEL FASTENER PLACEMENT LOCAT MAR `� j 2002 JOB NO. SD9 (509) 839 -7000 FAX (509) 839 -0383 THIS DRAWI NG I S NOT B U I LDI NG SYSTEMS BUILDER PERMIT CENTER SHEET OF TO SCALE SOLUTIONS + SERVICE DESIGN LOADS Cl r _ s I ' I I 1 I . 1 I 1 1 j 1. , i i i I i i ' 1 1 I I 1, 1, , I i I i . 0 Inch 1/16 1 2 3 d 5 6 vW g V £ l e , i . 1 ., o i 2 . - c i 1, L l 0 ! h1i hi i d ilti d i d MILLII IIIIIIIIIIII1IIIiIIIIihhIIIII1IIhhIIIIiI {dI1{{ii{i{i ii ilii{iIh{i{liiidIIiIilIIII . „_• •SCREW SCHEDULE Q 2' -0” •.c. CONTINUOUS 0 MASTIC UNDER #12 - 14 x 1 1/2' TEK W /WASHER CONTINUOUS MASTIC - RAKE TRIM m, © UNDER RAKE TRIM . 2 CONTINUOUS MASTIC - r O #12 1'4 x 1' TEK W RAKE WASHER R i 14 ' . E TR M I 0 UNDER RAKE TRIM 2' 0 o.c. RAKE TRIM STITCH W %WASHER — �� RT -14 RAKE TRIM © PARTITION #12 x 3/4' S T I `PHILLIPS HEADED SCREW INSIDE 0 — ■ - - RT -14 FLASH x #12 1' CLOSURE \ p PF -14 RAKE ANGLE RAKE ANGLE - -- - ® 1/8 x 1/4 POP RIVET RA - 14 RA - • #RV6604 -6 -3 BULB FASTENER f • ' INSIDE , :11111 NUMBER 7• CORNER RAKE I F SCREWS FLASH - ANGLE 4 _ ICIF 1 I le RA -1 L� 2 0� � 4 = � -i illk SCREW Q S • OAS I �:.�� REFERENCE • �O � ST -14 E � �.� OUTSIDE II FIELD NOTCH ST -14 CLOSURE �►': • RA -14 ANGLE RAKE ANGLE @ PURLIN CLIPS FIELD NOTCH INSIDE • Q 1 I RA-14 RA -14 ANGLE CLOSURE • @ PURLIN CLIPS RAKE FIELD CUT & FIT PARTITION ANGLE --t-- 0 ---/— LINER PANEL FLASHING BETWEEN PURLINS RA -14 < OPTIONAL ) • RAKE DETAIL DV TSN O. L RAKE DETAIL DWI RAKE DETAIL DWG RECORD RECORD RECORD SHEETED ENDWALL OPEN ENDWALL PURLIN EXTENSION - NO SOFFIT . ADD THIS CLOSURE 2' -0' o.c. CONTINUOUS IF ROOF IS PITCH • . „ TRIM © MASTIC UNDER W INSIDE /MASTIC TOP CLOSURE IS 1:12 & UNDER R NKE T I M RAKE TRIM 6 INSIDE CLOSURE RT -14 , & BOTTOM r3 3: 43 .1' W /MASTIC TOP INSIDE CLOSURE —� = _ _ _ - _ & BOTTOM 6' & Br TOP , Ar • • . _ �� INSIDE , � INSIDE — MI � CLOSURE �'�� ._•_ --- 4 4L RAKE ANGLE pUTtr: -. i CLOSURE ES �4�� O� p' RA -14 © CORNER - INSIDE ' ' 0- vO O • 2 ' - 0' o.c. : I'll' ' 2 F O� V° 0 ' FLASH © D CORNER 2' -0" o.(.... Q . ' H �•I••:�•. EAVE TRIM-- _ I: ICIF -14 0 FLASH � O , 1111 ET -14 �,— ` SOFFIT _ _ . EAVE TRIM , �E' ICIF -14 TRIM I EAVE ' I ET -14 ST -14 © ,, : LINER • _ GUTTER r � i INSIDE © EG -14 EAVE Illitk CLOSURE D AANGLE LINER �° - CLOSURE © EAVE STRU O RAKE r ELA -14 ANGLE FLASH ICIF -14 ANGLE I4 FIELD NOTCH RA -14 ANGLE I RA -14 @ PURLIN CLIPS • - LINER PANEL . LINER PANEL < OPTIONAL ) < OPTIONAL ) RAKE DETAIL DWG TS4 EAVE DETAIL DV TS5 EAVE DETAIL ,DWG SS DWG EAVE DETAIL Ts ° RECORD RECORD RECORD RECORD PURLIN EXTENSION - SOFFIT SHEETED SIDEWALL - EAVE TRIM SHEETED SIDEWALL - GUTTER OPEN SIDEWALL PI rPI \ /F(l DATE NO. RE VI SI ONS BY CHK. DATE DRA1.N DRAWI NG TITLE . OWNER CITY OF TUKWILA D■G. NO. 2002 ROAD FILE NAME CHECKED . • SUNNYSIDER WA. 98944 RAKE AND EAVE FRAMING DETAILS LOCATION MAR 2 5 2002 JOB NO. SDI (509> 839 -7000 _ FAX (509) 839 -0383 al -- THIS DRAWI NG I S NOT B = U I L D I N G S' STEMS' BUILDER PERMIT CENTER SHEET OF TO SCALE SOLUTIONS + SERVICE DESIGN LOADS i o 4 2 .... 1 I I I 1 I ,' 11'I'1'I'I I ' 1 I 1 I 111 1 �1 I'II 1 1 r I '; , ...,,1 ` I 1 i 1,. 1 1 I H 0 Inch 1/16 1 2 3 d 5 6 .. ry to J.-.sr .v 1 IIIIIIIIIIIII; iIIIIIIIIIIIIIIIIIIIII IIIIIIIIiI IIIII _ IIIIIIIIIIIIIIIIIII1IIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII . • •SCREW SCHEDULE . . O • . #12 - 14 x 1 1/2 TEK W /WASHER • • O #12 - 1'4 • x 1' TEK W/O WASHER #12 x 3/4' STITCH WiwASHER INSIDE CLOSURE INSIDE INSIDE CLOSURE #12 x 1' PHILLIPS HEADED SCREW - - . ' 1 1 � W /MASTIC TOP • CLOSURE • & BOTTOM OUTSIDE CLOSURE • W /MASTIC TOP W /MASTIC TOP HIGH SIDE • ® 1/8' x 1/4 POP RIVET 6 & BOTTOM & BOTTOM , EAVE TRIM • Q #RV6604 - 6 - 3 BULB FASTENER ' NUMBER . 1�— _-- - - -- =- .' y .� HET -14 . � OF SCREWS //_ ----.. , 44� , �4 • 4 v Q ! • �' O 4 `S EAVE TRIM- - . �' Q 1' 0 -4) SCREW ET -14 .0 0 O..<1' REFERENCE , O0 • 8),0 , Q '''\2_ 1 4 O.C. 2' -0' o.c. ' .. ' EAVE GUTTER A - SPACER TRIM EG -14 ' HESA -14 SP -14 Q EAVE STRUT 2' 0 D.C. ANGLE FLASH E • SA -14 NO NO. EAVE DETAIL D W G EAVE DETAIL NO HIGH SIDE EAVE DETAIL DW TS10 • PARTIALLY SHEETED SIDEWALL RECORD OPEN SIDEWALL RECORD OPEN SIDEWALL 0 RECORD • INSIDE • • . • • OUTSIDE CLOSURE CLOSURE . . • W /MASTIC TOP " HIGH SIDE • • • & BOTTOM N , EAVE TRIM • • ; „- --:�— HET-14 • • . • r. r INSIDE CLOSURE P INSIDE q i SAG ANGLE 1 4 CORNER 4�� SA -14 • a .j. O� TRIM i l's-s 2 0 O.C. INSIDE �� ' ICIF -14' _, �O� INSIDE CLOSURE O CLOSURE , � l All a EAVE i � AN 0 a `. ` BASE GIRT RAKE ANGLE LINER BASE ANGLE • ANGLE BA 14 SPECIAL HEADER RA -14 i ll ELA -14 • • TRIM SHT -14 i 11 -----,I-- LINER PANEL LINER PANEL . 0 LINER PANEL . . (OPTIONAL) (OPTONAL) ( OPTIONAL ) DWG N0. DWG •N0. ,DWG N0. DWG N0. HIGH SIDE EAVE DETAIL Tsll BASE DETAIL Ts12 BASE DETAIL RECORD BASE DETAIL Ts14 RECORD RECORD RECORD RECORD SHEETED SIDEWALL BASE AN GLE BASE GIRT PARTITION WALL ' DATE NO. REVI SI ONS BY CHIC DATE DRAWN DRAWI NG TI TLE OWNER RECEIVED DWG. NO. 0 s u n CITY OF 7UKWILA 2 MORGAN ROAD FILE NAME CHECKED SUNNYSIDE002 , WA . 98944 EAVE AND BASE FRAMING DETAILS LOCATION P ilp.p 2 5 2002 JOB NO. SDI I (509) 839 -7000 B UILDING SYSTEMS FAX (509) 839 -0383 _ BUILDER 7HI S DRAWL NG I S NOT PERMIT CENTER SHEET OF L. TO SCALE SOLUTIONS + SERVICE DESIGN LOADS 1\ 43 ` I' I 1 - f ” I I' I ;. i i i i , i i I ;i i I , , y poi. --. -- . i n "--- .. [7.- . F 01 1 _ 1 _ __ s 1 I,, 6 : r 0 IiiiiILIiiIii LliiiiIifiiliikilil iiiiliiiiIiiiiliiiilimi imiliiiilii iiiiid IUIliiiihiill► liiliiiiliiiiIiiitliiiiliiiilii ,iiliiiiliuil ' A SCREW SCHEDULE • • O #12 - 14 x 1 1/2' TEK W /WASHER 15' ' ' _ O #12 - 1'4 'x 1' TEK W/O WASHER 12' - 4> #12 x 3/4' STITCH W /WASHER . . VARIES _ _ ,FORMED UNIVERSAL RIDGE : © #12 x 1' PHILLIPS HEADED SCREW 3'= — r = 4' MIN RIDGE CAP CAP URC -14 immuMMMOMMOMMIMMIIMMO ® 1 /8' x 1/4' POP RIVET t Y 1_____--Jel___II I - --- - IIIIIIIIIIIIIIMgr • #RV6604 -6 -3 BULB FASTENER pT PAP ® F2 PEAK PURLIN r NUMBER DO 5 ,� ' Olt T .� 'DE RE 7 OF SCREWS ■ OUTSIDE . - � 4 CLOSURE SOFA T_ �O��c.L � 0 O MASTIC W /MASTIC . _�_ - 5 \--SCREW PEAK PURLIN R i EFERENCE •- 4 4 o y . PEAK PURLIN REVERSE RIDGE . . . CAP RRC -14 NOTE: FIELD BEND RIDGE CAP WHEN ROOF PITCH IS OVER 4:12. PEAK DETAIL DWG 5 PEAK DETAIL ° S16 PEAK DETAIL ° S° FORMED RIDGE CAP RECORD UNIVERSAL RIDGE CAP RECORD RECORD REVERSE RIDGE - SOFFIT Qi DOOR HEADER / /- D OOR JAMB . ' • . . i �� HEADER TRIM 6• 4> HT -14 1 ' s . • HEADER TRIM WINDOW JAMB CONTINUOUS WALL PE MAY JAMB TRIM 4 I . JAMB MASTIC VARY JT -14 i DOOR HEADER WALL PANEL A . - SHAPE MAY IV C —TRIM VARY A CTF -14 , DOOR JAMB — ,, AMB ,, HEADER TRIM,.. ..,..,.,. - . ' HT -14. . WINDOW JAMB Q WINDOW SILL C —TRIM .� CTF -14 ip,.. ` JAMB TRIM _ .�.�� . _ _:.... _. � : .... ._..,. it BEND FLAT J A M B O WINDOW SILL • — ROOF PANEL ENDLAP DWG 8 JAMB TRIM DETAIL DS TS 9 HEADER TRIM DETAIL DST NO. WINDOW TRIM DETAIL DWG TS °i R36 PANEL RECORD WALK DOOR & OVERHEAD DOOR -RECORD RECORD RECORD WALK DOOR & : OVERHEAD DOOR DRAWL NG T1 TLE OWNER RECEIVED DWG. NO. DATE NO. REVISIONS BY CHK. DATE DRAWN CITY OFTUKWILA ' 20GAN 'FILE NAME CHECKED -1: �. , SUNNO YSIMORDE, WA. R 9894OAD 4 ROOF AND WALL TRIM DETAILS LOCATION MAR 7, 5 Znf? JOB NO. SDI (509) 839 -7000 B U I L D I N G . S Y S,T E M S fax (509) 839 -0383 BU I LDER PERMIT CENTER THI S DRAWL NG I S NOT SHEET OF TO SCALE SOLUTIONS + $E RV I CE DESIGN LOADS 12 L4 I I ` I I I I; i ,� � � i� T i, i } ' � i I i � � r r 'i i t r �.. I I r • i r I I \ I r r ' 1 I I 1 I, r, , i I I i 0 Inch 1/16 1 2 3 a ' 5 6 I , sly S;1_ ,..� y " : " 1iiiilHuhiiii i�1iii►liiidIIIIIILId111 hi !iiiiiiiiiIt �� ►liiii iii1iii�1IIIdiiiil ►�ii1iiiil�III 1111i1111h 111i1l,ildiii IiIiil SCREW SCHEDULE _ / UNDER PLACE RIDGE _ 7-PCAL RI DGE I #12 - 14 x 1 1/2' TEK W /WASHER RAKE TRIM �' P ACE UNDER #12 - r4' x 1' TEK w/o WASHER % - / RAKE TRIM /4' STITCH .W/WASHER / #12 x 3 H S I C A SCREW _ _ e / #12 x 1 PHILLIPS HEADED #RV6604 -6 -3 BULB FASTENER 1 -- MASTIC / -NUMBER j�� _ - OF SCREWS j� AL Y l''31‘) 4 1 - SOT � ppL" , O DO Do = ' 5�° SCREW /'' �/ /A_Itt_l_li. -cNO . REFERENCE p �� oil • . o i� , 0 , 0 ..„,-....t � PEAK ENDCAP A PEAK ENDCAP xI PEAK ENDCAP ■1 POP RIVET TO RAKE RIM POP RIVET y TO RAKE TRIM TO RAKE TRIM . . PEAK ENDCAP DETAIL D PC1 PEAK ENDCAP DETAIL D PC2 . PEAK ENDCAP DETAIL D PC° STANDARD BUILDING RECORD OPEN ENDWALL RECORD SINGLE SLOPE RECORD PLACE RIDGE CAP UNDER RAKE TRIM . . .;- Z -FLASH . . . MASTIC . • • \ SM . . . . . - - - - - , p r . . . . ..c)9 ev i l' • . , , • PEAK ENDCAP � I POP RIVET ..../1 .. . • . TO RAKE TRIM • PEAK ENDCAP DETAIL WAG PCO DWG NO. DWG NO. DWG NO. RECORD RECORD RECORD RECORD SR18 ROOF RECEIVED DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. NO. 20 MORGAN ROAD MAR 2 5 2002 FILE NAME CHECKED ' SUNNYSIDE, WA. 98944 PEAK ENDCAP DETAILS LOCATION JOB NO. SD12A (509) 839 -7000 THIS DRAWING IS NOT B U I L D I NG SYSTEMS Fax (509) 839 -0383 BUILDER PERMIT CENTER SHEET OF - TO SCALE BOLUT I ONS f SERV I CE DESIGN LOADS ' 3 `13 ` ti l I 'I •1 l I I I I' ;I I , f. I 1 I� ' ( I i 1 ( I I I I ! 1 1 0 Inch ' 1/16 `1 2 3 d! 5 6 r S y f L �,, ',...; — + 1 o hHIIP i�l��ii�i iilii VIII • iiiliiidi�ialiiii III 11111 �111111id1i 1.i1111h111 H.��I��Hu I . , ,\ ■ - - -. ` 4 'SCREW SCHEDULE . O #12 — 14 x 1 1/2' TEK W /WASHER • . 0 #12 - 1 ' x 1' TEK W/0 WASHER 8 #12 x 3/4' STITCH W /WASHER ' . #12 x 1' PHILLIPS HEADED SCREW - - - O 1/8' x 1/4' POP RIVET . . . , 0 #RV6604 -6 -3 BULB FASTENER " NUMBER <>) ON '0 OF SCREWS 4 SEE NOTE 1 i" SEE NOTE 1 SEE NOTE 1 1 \--SCREW �-o �r REFERENCE -o�� - • ON T' ; '' - J �o , CORNER TRIM -" CORNER TRIM ACTL -14 TRIM CORNER TRIM CT -14 CT -14 SEE NOTE 2 CT -14 I ---I(7i+1C3 7' 1/2' - 6' • CORNER DETAIL D S22 CORNER DETAIL DWT 23 CORNER DETAIL DW TS24 W36 PANEL RECORD A36 PANEL RECORD RECORD ENDING CORNER - A36 PANEL SEE NOTE 1 SEE NOTE 1 NOTES • I 1. TRIM STITCH FASTENERS ARE 20' ac. FULL LENGTH of � 0 OF TRIM. INSIDE CORNER TRIM INSIDE CORNER. TRTI ICF -14 1 T ' • 2. TEK SCREW ACT -14 & 4I .oh a, • AACTL -14 BASE, EAVE, & MID GIRTS. SEE NOTE 1 \_.; 0-/f • • o� �O SEE NOTE 1 SEE NOTE 1 • ,,,_, -„,, ACT -14 TRIM CORNER TRIM SEE NOTE 2 CT -14 1-0 _ D. h 6' �I 6 12 .� DWu N0. D1rG' N0. D NO. CORNER DETAIL TS25 INSIDE CORNER DETAIL TS26 INSIDE CORNER DETAIL TS27 RECORD RECORD RECORD ' ENDING CORNER - A36 PANEL W36 PANEL A36 PANEL DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER RECEIVED DWG. NO. esun CITY OF TUKWILA 2002 MORGAN RO CORNER TRIM DETAILS JOB NO. FILE NAME CHECKED ' SUNN YSIDE, WA. 98944 AD LOCATION AR 2 5 20492 SD13 (509) 839 -7000 FAX (509) 839 -0383 THIS DRAWING IS NOT B U I L D I NG S Y S T EMS BUILDER SHEET OF PERMIT CENTER TO SCALE SOLUTIONS + SE RV I CE DESIGN LOADS ( L) 1/3 I •1 I 1 I c1; 1.1.1. 1 : 1 H.!'1ililliiiiIiL!i1i i' I 0 Inch 1/16 1 2 3 it 5 6 , t ` _ . � • ._ - ,ryy.�r' . 4'Tr(v rr , VV L. J .t . -.._o I* 1 51 p[ i t i:, i i \i 1 I T— 1 IIIIIIIIIIIIIIIIIIIIIIII1IIII1IIIIIIII _ IIIIIII 1 IIIIIIIIIIIIIII1III III III1I1111 IIIIIIII diiiil111111111111 I IIIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIII ' O • SCREW SCHEDULE . • #12— 14 x 1 1/2' TEK W /WASHER . 0 #12 — 1'4 'x 1' TEK W/0 WASHER CORNER CAP 6 #12 x 3/4' STITCH W %WASHER CC -2R & _ 0 #12 x 1' PHILLIPS HEADED SCREW _ CC -2L ... ' 0 1/8 x 1/4 POP RIVE 0 #RV6604 -6 -3 BULB FASTENER NU:::: \�. �� " '■ OF •1/ 4 CORNER CAP � t CC -1R & � • � E EX TEND RAKE TRIM /0 6' BEYOND .� ■ SIDEWALL PANELS. ► ND : K E OND •► POP RIVET CORNER SIDE PANELS. ► CAP TO RAKE TRIM . USE CC -3 & CC -4 FOR STANDING SEAM. CORNER CAP DETAIL D G NO. CORNER CAP DETAIL DW TS29 CORNER CAP DETAIL DWTS . RECORD EAVE TRIM RECORD EEAVE GUTTER RECORD . MAIN BUILDING ' , . COLUMN --\ HIGH EAVE ROOF LINE HIGH EAVE ROOF LINE --\,. it I i RAKE 1/ INSIDE CLOSURE INSIDE -- CLOSURE �r C, I • • STEP FLASH / r ANGLE SF - LEAN -TO FLASH STEP STEP RA -14 MASTIC LTF -14 11111111 PANELS � PANELS • , k> r‘ 1 i 1 -N i• � � VP : ` INSIDE & / 7 � „ O / OUTSIDE ; ��' © !� CLOSURE 4 S W /MASTIC __ LOW EAVE ROOF LINE __v__ LOW EAVE ROOF LINE PURLIN FIELD CUT PANELS FIELD CUT PANELS • I . 2 : 12 CUT 6' 3 : 12 CUT 9' WING UNIT 4 : 12 CUT 12' RAFTER (OPEN AREA) 1 : 12 PITCH PANELS MUST. BE • STEP PANELS MUST BE FIELD FIELD CUT 3' AT BOTTOM OF PANEL CUT TO PITCH AT TOP & BOTTOM CHANGE OF EAVE HEIGHT D TS31 CHANGE OF EAVE HAIGHT D TS3 CHANGE OF SAVE HEI GHT DO TS° CHANGE OF EAVE HEIGHT DN TSO . ROOF TO ROOF RECORD WALL TO ROOF - LEAN -TO REC STEP PANEL RECORD STEP PANEL RECORD ')6r'VCD - DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER CITY OF TUKWILA DWG. NO. 2002 MOAN ROAD fln FILE NAME CHECKED •SUNNYSIDE, RG WA. 98944 TRIM DETAILS LOCATION MAR 2 5 ?OD? JOB NO. SDia FAX ( 839-7000 0383 THIS DRAWING IS NOT BUILDING SYSTEMS` BUILDER PERMIT CENTER SHEET OF TO SCALE 8OLUT I ON8 + 8ERV I CE DESIGN LOADS IS 1- 1; i I 1 , I 1.1 1.1 I 1I'I iIiiiHMliiii Il.''; i 't H ! 1 . I,,, I . t i I 0 Inch 1/16 1 2 '3 A 5 6 Y ��i :mss . 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIh1111IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII IIII�IIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ' . • •SCREW SCHEDULE D'SPDUT HOLDER(2 PC) O #12 - 14 x 1 1/2' TEK W /WASHER . • GUTTER OUTLET TUBE LOCATE AT 5' - 0' o.c. OT -1 . . UP WALL FROM BASE #12 - ;':: � EG -14 DOWNSPOUT . AT MAJOR RIB #12 x ' STITCH W /•WASHER DS - 0 0 #12 x 1' PHILLIPS HEADED SCREW - - • 0 1/8' x 1/4' POP RIVET Q #RV6604 -6 -3 BULB FASTENER ��;' ' [ • �. NUMBER CAULK WITH --� \ FIELD CUT / OF SCREWS SEALANT BOTTOM ❑F �� • • W36 PANEL 4 GUTTER & N O 4 BEND DOW � -• INTO D'SPOUT 90 CAULK CAULK WITH D'SPDUT HOLDER(2 PC) RERERENCE 4-- � SEALANT LOCATE AT 5' -0' o.c. • UP WALL FROM BASE • DOWNSPOUT AT VALLEY OF PANEL CROSS CUT GUTTER EG -14 DS -10 BOTTOM OF GUTTER . CUT HOLE IN THE BOTTOM OF GUTTER / TO FIT OUTLET TUBE INSIDE. CAULK •• T T AS NECESSARY & POP RIVET OUTLET TUBE TO GUTTER. POP RIVET DOWNSPOUT TO OUTLET TUBE AS SHOWN IN METHOD 1 A36 PANEL DOWNSPOUT DETAIL DWG GD1 ' DOWNSPOUT DETAIL D GD2 DOWNSPOUT HOLDER DETAIL D G DOWNSPOUT TO GUTTER - METHOD 1 RECORD • DOWNSPOUT TO GUTTER - METHOD 2 RECORD RECORD ADD OUTSIDE ,. .� LAP GUTTER 2' AT NOTES: ADD INSIDE CLOSURE W /MASTIC �'� CLOSURE IF • ! � � ____ GUTTER . . DISCONTINUITIES. ON TOP OF GUTTER IF THE ROOF ROOF PITCH IS • . EG -14 , CAULK AS NECESSARY PITCH IS 1 :12 & LESS. 112 & LOWER _ & POP RIVET. GUTTER STRAP IS TO BE PLACED © LOCATE D'SP❑UT ON THE INSIDE OF THE GUTTER 1' 0 1 .. 1' 0 AT CENTERLINE ❑F COLUMN GUTTER STRAP. � UNDER TOP LEGS ROOF PANEL GU IT R J / ' E` ,k _ \.io,..b. \ 4 DOWNSPOUT . , DS -10 O - • � O d v 5' -0' o.C. EL DOW : �W GUTTER .._ : __ 2' -0' o. c. __ EB -1 EG -14 _ r I , :-.-, DOWNSPOUT © �� DOWNSPOUT y ° HOLDER DSS -1 HOLDER DSS -1 • CLOSURE © 5' -0' o.c. GUTTER , ' U.' ELBOW - ELBOW PLACE CAP INSIDE OF GUTTER ENDCAP Y EB -1 • EB -1 ` AND POP RIVET TO GUTTER GEC -1L '- GUTTER GUTTER STRAP \\, . . ` GEC -1R _ GS - AND CAULK INSIDE AS EG 14 NECESSARY. — DOWNSPOUT DETAIL DWG DOWNSPOUT DETAIL D G 5 GUTTER ENDCAP DETAIL D G NO. GUTTER STRAP PLACEMENT DWG G REC RECORD RECORD RECEIVED RECORD SHEETED SIDEWALL OPEN SIDEWALL CITYO RECEIVED - a - DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. NO. 2002 MORGAN ROAD MAR 2 5 ?WOW FILE NAME CHECKED • SUNNYSIDE, WA. 98944 LOCATION JOB NO. SD15 (509) 839-7000 GUTTER DETAILS PERMIT CENTE1- THIS DRAWING IS NOT BUILDING SYSTEMS FAX (509) 839 -0383 _ BUILDER SHEET OF - - - TO SCALE SOLUTIONS + S ERVICE DESIGN LOADS k ' ....- I 1 I I .1 , I 1 1 I I I 1 1. ! 'Ii 1 I 1 11 1 I '1 i i 1 i 1 i I .. i, ,, 1 I 1 1 r I i, 1 1 1 1 • 0 Inch 1/16 1 2 3 4' 5 6 9, ., y/1r rrt vrr , Si ' -, ice» _, - . . -. . _— 1 IIIIIIIIIIIIIIIIIIII iiii111111 • iiliiiidiii'!'I�llalllllii r 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIhIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII . 111111111111 1 ■■■■- I 4C` \ . .. ..._ . .. ,. N COLOR . . 1. 5' co COLOR �_' s cti °° 4 �� ....g COLOR SHT - -"1• t COLOR N . _ Q' REFEREN' b.'s. 426711 ' s 1 . 625' - •��ja �tlt �0 L c -1 . 625' .ICJ ��' • COLOR, O Co . 1. 5' -m--0- SHTA -14 REFERENCE #26712 HEADER .TRIM DWC NO. C —TRIM DW NO. SPECIAL HEADER TRIM - Db�G NO. JAMB TRIM D�+G N0' RECORD RECORD RECORD RECORD HT-14 �� 26112 CTF -14 26113 SHT -14, SHTA -14 26711 JT -14 26122 • • • . • 2. 625' �� 1 in C � ` '-OLOR N �O 1n in�.�� in co pLY �� (.-� ,r90 COLOR COLOR V � , � 5 �QT Ap c U �pZ p DOE r I .�. o rs � . 1 . 25' 2. 625' 3. 375` • JAMB TRIM COLD STYLE) D1wG NO. INSIDE CORNER FLASHING DWG NO. ❑UTSIDE CORNER FLASHING ..D`-4G NO INSIDE CORNER TRIM DWCi NO. OJT-14 RECORD RECORD RECORD RECORD 26131 ICIF -14 26221 ICOF -14 26212 ICF -1 26231 R CEIVED - DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER l,I I Y Ur I UKWILA DWG. NO. 2002 MORGAN ROAD MAR 2 5 2002 FILE NAME CHECKED n.s UNNYSIDE, WA- 98944 TRIM PROFILES LOCATION JOB. NO. SD16 <509> 839 7000 ,... L , THIS DRAWING IS NOT TO SCALE B .0 I L D I N G SYSTEMS sOLUT 1 ON$ ♦ $E RV 1 CE FAx (509) 839 -0383 DESIGN LOADS BUILDER PERMIT CENTER SHEET OF 17 1 13 1 I i• I I I I" I I I I i i i l i I i 1 i i ;`} i i l i i i i I } I t i I I } I I ' I .0 Inch 1/16 1 2 3 1 4 5 6 4 - YIr ^mrI V U'T ' h iiili��l��ti��i�I��liii�diiiil . ��:�d��!�� m11111111111 II diililiiiih( Iiiiimihiiiiliiiih► ioiiiliiiiiiiiihimililiiiilii,iiliiiiliiiil '•aW - . ._. • • • • O J . U • `' 7. 375" r 11' 1 " I . . L� —� . • • L � . . cy) ( ,s ki ..v..3 COLOR a in �° .9 . . . . .. ki r CU N � N / L DO 0. 625" . 1 I 1.0 ip, • FACADE .TUP CAP DWG "o ' FACADE TOP CAP DWG "o ' D`G FACADE BOTTOM CAP "o ' Z- FLASHING DWG NO. F T -1 4 RECORD RECORD RECORD • • RECORD 26850 FTC-14 26860 FB -1 26870 ZF -1 4 26880 4 1.25" • . . in . �1 . O � I ° n C OLOR Q � � COLOR ` r p' .,,,. j • HIGH SIDE SPACER TRIM DwG NO. LEAN -TO DRIP FLASHING LNG "o' HIGH EAVE LINER ANGLE D'G "o. D No. HSP -1 4 RECORD RECORD RECORD RECORD 26745 LTD-14 26983 HELA -14 26990 RECEIVED r • DATE NO. REVI SI ONS BY CHK. DATE DRAM AWL NG TI TLE OWNER - - kN D4iG,. NO. FILE NAME CHECKED •SUNNYSIDER WA. 98944 TRIM PROFILES LOCATION MAR 2 5 ?(1(1? JOB NO. SD52 (509) 839 - 7000 THIS DRAWI NG I S NOT BUILDING SYSTEMS FAX (509) 839-0383 BUILDER PERMIT CEN1 Eh SHEET OF TO SCALE SOLUT I ONO ♦SERVICE DESIGN LOADS N 43 i i i r i t rill - i i , . . l i i i � 'i i i 1; •i I ' I i is i I I• I • 0 Inch 1/16 1 2 3 4 5 6 'ii XT O yy/ * r r �,,n rjtrr�.T �y� Iiiiilliiihi ;illiiii1liiiliiii1iiiil 1ii1l1i1! i1iililillLII1IIUlllll1lllllflll1llllllllilliii uil1liiililii iiiiliiii1 ii�� .liiiiliiulii - . , .. .. ... _ - .. .. .- _ - ... .. - ..-._, . ... ... >. . . .. ...,.. ..., . . 1 �, 4. 5' . __ r r3 / r 1. 125 _ .943. COLOR . . 4 �� COLOR J ' c AA0 COLOR co �0 -.0 COLOR `. v \ / l . 1. 375' 1 . 375' ` 5. 875' ...I . a .. • . _ �_ CORNER .TRIM DWG NO. EAVE TRIM NO. HIGH SIDE EAVE TRIM D`� NO. RAKE TRIM DWG N0• RECORD RECORD RECORD RECORD CT -14 26211 ET -14 26311 HET -14 . 26312 RT -14 26321 r 5.75 . 1 5. 75- COLOR COLOR • o- v 4. 5' /.1,01 • $ _ _ O �� COLOR 144° jr -- ., . 375' .� . 375 `d' 1:-.r\___ L 4. 5' cI Lc) 7. 5' cJ SEG -12 SAME SHAPE REFERENCE #26345 GALV. SR -18 RAKE TRIM D`iG N0 ' SR -18 HIGH SIDE EAVE -TRM IM NO ' EAVE G UTTER 1P4 N0 SPECIAL EAVE GUTTER DwG ND. RECORD RECORD RECORD SEG -14 RECORD SRT -14 26322 HETS -14 26312 EG -14 -1, E G14 -3 26331 0 .(.... DATE NO. REVISIONS BY CHK, DATE DRAWN DRAWING TITLE OWNER CITY OF TRECEIVED JKWILA DWG. ND. 2002 MORGAN ROAD 5 ,, L _ FILE NAME CHECKED SUNNYSIDE, WA. 98944 TRIM PROFILES LOCATION VAR 2 r, ?(P(l JOB NO. ...._ \ , SD17 <509) 839 -7000 THIS DRAWING IS NOT B =U I L D I NG SYSTEMS FAX (509) 839 -0383 BUILDER PERMIT CENTER SHEET OF TO SCALE sOLUT 1 ON$ +SERVICE DESIGN LOADS ¢ct 43 I I 'I I + . I + I I I'1'i.I '. I . 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HIGH SIDE EAVE STRUT CLIP D11 NO. D1 COLUMN BASE CLIP M G NO. D ENDWALL PURLIN CLIP `'� NO. RECORD RECORD RECORD RECORD ESC 221 01 0 ESCH 221020 ECB -1 .. 221030 ESCP 221040 • 1r �r GB -1 • 3 1 (or �S 90 90 I,1 ,I 9 I\ S \/ 9 0 ,s- 11 < = I I r ( ` k - 4 -_ In FIC).s. SN APPL ii C, e ° � • 1n DOE N V Q r r r 0 9�16x o 0 0 �I �S 90° 0 " S �� 4 HALE x �. c'S --� II 9 0° 0 0 O 1 0 �,o e s • 0,, I11r r / f 11%1 GB -2 - 24' g . r ✓ . GB -2 = 36 PEAK CLIPS ECPC -.25, ECPC -.50, ECPC -.75, 1 4 . ,, ECPC -1.5, ECPC -2, ECPC -3, ECPC -4, ' ECPC -5, ECPC -6, & ECPC -8 • . EXPANDABLE END FRAME ARE THE SAME SHAPE • . UNIVERSAL DOOR FRAME CLIP Na GIRT BRIDGE DWG NO. PEAK CLIP .DWG NO. COLUMN TOP CLIP DWG NO. RECORD RECORD RECORD RECORD UC -2 221 050 GB -1, GB -2, & GB -3 221 060 ECPC -1 221070 EXTC RE� EIVED 221080 ' DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER w ° I ' DWG. NO. 2002 D E) ROAD MAR 2 5 200? JOB NO. FILE NAME CHECKED SUNNYSIDE WA. 98944 CLIP PROFILES LOCATION L.... SD19 (509) 839 -7000 FAX (509) 839 -0383 PERMIT CENTER THIS DRAWING IS NOT BUILDING SYSTEMS- BUILDER SHEET T OF TO SCALE SOLUTIONS 4. SERVICE D ESIGN LOADS 2 I,I I ... I I i f h ,,I.I I L �IIIII i II } H iI i I! i . . I ., I , I ( .. O Inch 1/16 1 2 3.. 4. 5 6 , y ,.��::H. • ._ � t t ;)I _ .t of t V . E . _ _ o Z� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII1I1IIIII I► IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIII I I IIIIIIIIIIIIII lII�IIIIIIIIIIIIII IIIIIIIIIIIIIIII • ______._____ �s�IIIIIIMn . 2 2• • \ 3I 0 Q„ �3 I • �N ,. Oj S I \'V�S t..,„ - - • .1% 0 0, d" ,„ 0 90 90° „ . II 90 • Ili " • I . • In II `, Ile CU II 0 S = In Nu � al ii CO ` (ll „ CU .I� r P,. I ' 37,, n P. N � II 0 0 0. • s 0 P„. (P D DS r \p\, 0 ' s s �O r ,�,0 0 s c �0 \A'0.\- 0 s 0 -' I r - 0 1 0 i p) 0 0 0 0 I �r 0 e" �r �r ENDWALL SPLICE PLATE D NO. ENDWALL PURLIN CLIP LNG NO. ENDWALL PURLIN CLIP D NO. 10 GIRT /PURLIN CLIP ° NO. RECORD RECORD RECORD RECORD LTRC -1 221090 ESCP -2 221100 ESCP -3 221110 UC -4 221120 >- ' I • #00001.4 . . 0 40 7 .111.11. 5 . n V . �r • I� 0 In U' N 90° ti `) c., Ii ,. ' ° 90 M CLJ I ' II P„ i In cu V Qi �t N i �0�� p Y 34L Ay 3 5° �I 1 �r r n, \ r DO q I \'\°\ �S I s 9 I \p N s= ' ' .. ' . . ' ' " C % . . '.D.. • • • - 100 ,1,0 0 s 0 s 0 5 r 0 Z \ 0 0 .. • r , r �r 0 �si �'� • 1 ! �� 12" GIRT / PURLIN CLIP DWC N0 ' GIRT CLIP DwG "o ' X —BRACE BOLT —ON CLIP nwc N0 ' X —BRACE BELT- -ON CLIP D "o . RECORD RECORD RECORD EXB -2 RECORD D U C - 5 221130 U C - 3 2211 40 EXB - 1 2211 50 RECE�Iyy�� - DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER CI IY OI T(J��/VILA DWG. NO. I 2002 MORGAN ROAD MAR 2 5 2002 JOB NO. FILE NAME CHECKED ' SUNNYSIDE, WA, 944 CLIP PROFILES LOCATION 3 SD20 FAX 0 509) 83 98 03 83 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER PERMIT CENTER SHEET OF TO SCALE 8OLUT I ONO + 8E RV I CE DESIGN LOADS ik, 42, 1 I I I I I.1; t'1,I I I I I'II i ' I I I I 1. 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DATE DRAWN DRAWING TITLE OWNER CITY OFTUKWILA DWG. NO. 2002 MORGAN ROAD MAR 2 0 ?no? JOB NO. FILE NAME CHECKED 'SUN (5 5YS09> 8IDE, 39 WA. 000 98944 CLIP PROFILES LOCATION S021 - 7 FAX C509) 839 -0383 PERMIT CENT THIS DRAWING IS NOT B U I L D I N G SYSTEMS BUILDER SHEET OF TO SCALE 8OLUT IONS + 8ERV I CE DESIGN LOADS 27 H6 I . L ' . I i I 1 . ` 1 1 1 . I 1 I I : ' 1 1 : r 1 1 ! i I I i i I • i l l ' S i , , y 1 1 1 I ,. • 1_.., 1 . ,. , I 0 Inch 1/16 1 2 3 4 5 6 '{ �U �.F1E•tnc^rirr!orrtr�ra ' illlrtiy r_n S l .. I � _._E lei t ' . ' - _ _ ---- - _c, – t � . _. t _ _ .r.l......_._...._ 0 IIIIiiIIIIIII IIIIIIIIIIII1IIII1IIII1ILIIIIIII _ IIIIIILII IIIIIlllllllliIIII Fi iilllllllllIlllllllllIllllllllIiiii llllllllld 111111iIIIIIIIiiI • • f s _ Q � �S I. ■ . 90 0 c D • 0 in l i n '' ® S . e ,, - \ e -4.1. 0 a . Cr `S � c J S e . . 90° v e ,, cu I �Iti /16' HOLE r 1 e 6 e . co.„ ./ ..-------..-- 7. b (J• v ELDED GIRT /.PURLIN CLIP D` � NO ' WINDOW FRAME CLIP D N0 ' SLIDE DOOR TRACK PLATE DWC NO. WIND BRACE CLIP D N°. ` RECORD RECORD RECORD RECORD PG -4 221360 WC - 1 221410 • SD - 2 221390 FC - 2 2 21 290 / �� S e g 90° jf ' S .. in Fr 1\ � a 0 S .. .. �ti� Do G, F;. 90" 1. S O� A cn �M � 0 \O' O �I 1 � CU X (0 ® ;;;;-//::: •• ,.. , \iii 0 � ', I .5' __ .. • . .. .. . •. BY -FRAME END FRAME CURB WALL JAMB CLIP D1rG N0' GIRT HANGER CLIP DWG NO. SAG ANGLE CLIP D N0' COLUMN TOP PLATE D14G N °' CV/C 2211 RECORD RECORD RECORD 221 180 E G H -1 2211 90 F C - 1 221 280 E gcqIV? 221 0 85 DATE NO. REVISIONS BY CHK, DATE DRAWN . . • f DRAWING 41110 S U TITLE OWNER DWG. NO. .— -. 2002 MORGAN ROAD VAR 2 5 2002 FILE NAME CHECKED ' SUNNYSIDE, WA. 98 944 CLIP PROFILES LOCATION JON NO. SD21A (509) 83 -7000 THIS DRAWING IS NOT BUILDING S Y S T E S FAX (509) 839 -0383 BUILDER PERMIT CENTER SHEET OF �_ » TO SCALE SOLUT I OMS + SERVICE DESIGN LOADS I i , 1 � 1 I �` I I , I. L , �.. � i I i,1 i i i„ i i i i-� ; i' i .., 1 � I I ^ I ,, I i I Lf ..... . , . I 0 Inch 1/16 1 2 3., A. 5 6 5 l Ti i ill J I IIIIIII II 11111111111111111 iI I!IIIIilil�II�11 Ii IIIIII1IiI IIIIIiiii111111IIII1►I►IliiIIII I IiiiI II I II II IIIiItiiiIiiiilIIII ...„.„„„,„.„..,.....,____,____ „ , • . . , 2 3 rs • . e 0 I As _ 0 O � �S o) l \ 9 . o -0 -c. -/ , 000 -1°rV NY-Vi° , ......, c - I I. ,Or c> O Ni? ‘ v, 0 -VS -7\ , e p 1 00r ‘\°.\/ e NHS` \ I N. • �� e s' �, ., S s s p e \v„.\ e e a � • e p ° B e " ‘"°:° . . n r !., n r v i� • ( . e r _ r T� `CJ DWG NO. D 4�G NO DWG NO. DWG NO. SR -18 SPLICE PLATE WALK DOOR SPECIAL CLIP INSET /OUTSET GIRT CLIP PURLIN /GIRT CLIP RECORD RECORD RECORD RECORD SP -16 2 21 460 WDS -1 221 420 1G . 221 31 0 PG -SPL 221340 • Ste r � r : . (:-: , 21 0 e • s LAS ?• n • 9 Q ° s, • 9 0 ° s' 2� S 4 „ (u cti - 0 9 / \6 ��1� 4L� �� r . Apply . _ ,,orc.- (S, -90 n r c A r `l` , A • r r �1 .. PK -3 A = PK -4 A =71° SR -18 SPLICE PLATE DWG N °' FACADE HANGER CLIP D3 N0' FACADE HANGER CLIP D1"'G N0' EXP, PEAK CLIP @ GABLE DWG NO. SP -16A RECORD RECORD RECORD RECORD 2 21 470 FHC -1 221430 FHC -2 221 440 PK -1 221 450 DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. NO RECEIVED 2O RGAN ROAD CITY OF TUKWILA FILE NAME CHECKED SUNNYSI D WA. 98944 CLIP PROFILES LOCATION - JOB NO. ' SD21B (509) 839 -7000 MAR 2, 5 2002 THIS DRAWING IS NOT BUILDING - SYSTEMS FAX (509) 839 -0383 BUILDER SHEET OF TO SCALE SOLUTIONS + SERVICE DESIGN LOADS PERMIT CENTER 291 y , iili i i l , , 1 i i 1 1 i i !, I i I i ; iliii 11 I I i i ' -' i R i i 1 . , H 0 Inch 1/16 1 2 3 A 5 6 , ..,�l vrr i -• 5i 1i[ £1 - z1 i CJf L > V L L l 0 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII I IIIIh11111111111111111111111I11111111 II I I IIIIII I I IIIIIIII IIIIIIIII IIII ..=............:._.________ • . 1.5' - - •.9-13- VARIES VARIES c i i v C ° 1 5/8 � 5/8" o I'ED ,s,,,, r I 1 ...._____ c u n �'.� p'- Ri 1�t O N O O_� I TED SA -1 4 .4O O ��J O�G REFERENCE #211003 L L 2...] .� L 1 , 1. .. 1. 25' 1.25' • • r., SA -20 . REFERENCE #211004 ' y ...Jo. FACADE SAG ANGLE DWG N0 ' FACADE WI ND BRACE ANGLE DWG N0 ' FACADE WI ND BRACE ANGLE DwG N0 . SAG ANGLE DWG No. FSA -1 RECORD FA -1 RECORD RECORD RECORD w *. 211 001 , . FWA -2 . . 211 002 SA -14, SA -20 211 003 • 8. 5' .. .. r 1 ' 1 ' • • - 6' 8. 625` M . . . in (ll CL1 I r . r 1 . 1 25` a, . . 1.375' . BASE ANGLE DWG N0' RAKE ANGLE DWG NO. RAKE CHANNEL .D■Z NO. RAKE CHANNEL SPLI CE DWG NO. C BA -14 RECORD RECORD RECORD RECORD 21 910 RA -1 4 R 21950 C -1 4 219 60 RCS - 1 221 370 .�. RFrFIVFn DATE NO. RE VI SI ONS BY CHK. DATE D DRAWL NG TI TLE OWNER CITY OFTUKWILA DWG. NO. FILE NAME CHECKED SUNN SIDER WA. 98944 ANGLE PROFILES LOCATION MAR 2 5 2002 JOB NO. SD53 (509) 839 -7000 • FAX (509) 839 -0383 THIS DRAWI NG I S NOT 13_11 I DING SYSTEMS BUILDER PERMIT CENTER SHEET OF TO SCALE SOLUTIONS t SERVICE DESIGN LOADS ? 43 ; i ii iii; i ; ;, ,; I I .1 I I • � I I I I. I I I I. I I I i I I I R ,' I i ' . � i 1 . I 0 Inch 1/16 - 1 2 3 4 5 6 ti y v Y.T rn -ir rrrre Y V .A <--•: y 5 l ;' , _... V ._.._ T `.- _ .. w ...1 i ' . I _ _. _. -,--- _ —U L- --c------T---- - -- E -- L ---- . 0 h111i1111h1i i i d1 i i i liii►hilihnililiiliiI IIIilIIII III I iii iiiiliiiihiiiilimliiiiliiiiliiiiimil I ' r i 5N rli_ .,,,s,0 6 es' -\"t .• f r7 rc. h 90P 00 (1 O -)$ `O n � r.), ..,o. o 0i 01 v d • EAVE STRUT ANGL DwG N. EAVE STRUT ANGLE D‘..4 NO. EAVE STRUT ANGLE D1,rG NO. EAVE STRUT ANGLE DwG NO. RECORD U i --- EA-. 25 C PI TCH 1 /4' : 1 2 ') RECORD RECORD RECORD 219�o EA -. 5 < PI TCH 1 /2 1 2 > 21975 EA -1 < PI TCH 1 1 2' > . 21 980 EA-i . 5 < PI TCH 1. 5' : 1 2' ) 21 983 5. 125" 4. l5" (,81\lek 3 25 " • . 'f. 4 e . \". \ . :::: c ) -- 4- '414ki F ' ' . • 1 . rc. .. .. �� "L . •. .. �$ -9,, J VO N RECEIVED Lfi CO 1.6 C ITY OF TUKWILA MAR 252002 PERMIT CENTER • EAVE STRUT ANGLE D■NG NO. EAVE STRUT ANGLE DII+G NO. EAVE STRUT ANGLE D NO. EAVE STRUT ANGLE DwG NO EA -2 < PI TCH 2' : 12' ) JRE;IC1::5 3' • 2' RECORD RECORD RECORD EA -3 CPI TCH 3 1 ) 21990 EA -4 < PI TCH 4' : 1 2') 21 995 EA -6 ( PI TCH 6' : 1 2" ) 21 996 DATE NO. REVI SI ONS BY CHK. DATE DRAUN DRAWL NG TI TLE OWNER DWCi. NO. . 0 S U 2002 MORGAN ROAD FILE NAME CHECKED SUNNYSIDE, WA, 98944 ANGLE PROFILES LOCATION JOB NO. SD54 <509) 839 -7 000 THIS DRAWI NG L S NOT BUILDING SYSTEMS FAX (509) 839-0383 - BUILDER SHEET OF TO SCALE SOLUT I ONS + SERVICE DESIGN LOADS -1 e, I I •I I I I •1 ' — i m i -H i i.i I l l i i I i i 1 ,I i I 11 . I i 1 1 + I I I ' 1 11 ' 0 Inch 1/16 1 2 3 Q'' ' 5 6 S1 Vj . ;1 %t L U L c , V — 1 0 IIiiiliiiiIiiiIIIIII iiiIliiiiLiIILiiiiIIiiI!iiiiiiIlII I111111Il111i11iiiI III IIIIIIII I IIIIII1i111iiliiiiIiiIIIIIIiIiI I IiII IIIIIIIIIIII IIII \, , .1,4' , 7111111111■1 ■k • . L i--- ,st. (� O 0 ■ .... • 'crt_ 6' ,\.D [ 1.1°11.111.1.°1:1---- \ 7' i i . .° -AO(C• .4e v 6' O. `r ..4) s Q 140 A e e 0 O 1c) t:<pie\ e 4' .4. ri----1 e .. 0 'O HI GH SI DE EA\/E ' ANGLE DWG NO . SPECI A L EAVE STRUT ANGLE DWG NO . FACADE T -PLATE DWG NO . FACADE \/ERTI CAL CEE DWG NO. RECORD RECORD RECORD RECORD HEA- 21 997 SEA- 21 998 .. FTP -1 .. . 21 106 FV- 21105 • . RECEIVED CITY OF TIJKWILA MAR 2 5 2002 PERMIT CENTER 7 DWG NO. DWG NO. • DWG NO. DWG NO. RECORD RECORD • RECORD RECORD DATE NO. . REVI SI ONS BY CHK. DATE DRAWN DRAWI NG TI TLE OWNER DWG. NO. FILE NAME CHECKED ' S N G W t A j . 98944 ANGLE PROFILES LOCATION JOB NO. S D55 FAX ( 509) 839-7000 0383 THIS DRAWL NG I S NOT BUILDING SYSTEMS BUILDER SHEET OF TO SCALE SOLUTIONS ♦ SERVICE DESIGN LOADS ? 43 1 I 1 I I I I 1 i i I ' I I i i i-.1 1 1 1 :1 p , I i I 1 I 0 Inch 1/16 1 2 3 • A 5 6 , e • Wilf. ^ rT , f L ,, j J - ;...a I�IIIIIIIIIIIIIIIIII I IIIIIIII IIIIII��IIIIII IIIIliIIIIIlII I IiII IIII IllIIIIII�IIIIIIlli�lII VIII I IIII I iiiiliI Ij�IIiIIIIiIIIIiIII IIIIIIIIIII • 7--- SCREW SCHEDULE . . ANIL O #12 - 14 x 1 1/2' TEK W /WASHER 12" o.c. © #12 - 14 x 1' TEK W/0 WASHER 3 /FOOT ROOF PANEL #12 x 3/4' STITCH , W /WASHER , SKYLITE ` 1' x 3/32' MASTIC #12 x 1' PHILLIPS HEADED SCREW .• .0 . 0 1/8' x 1/4' POP RIVET \\\ _ �, v -.\ ROOF PANEL • Q #RV6604 -6 -3 BULB FASTENER NUMBER 4 * \ \ SKYLITE PANEL \ /- SKYLITE OF SCREWS 1 `� s " r SKYLITE OVER R36 PANEL 4 ` � � \ 1 x 3/32 . . D i 4 &I_ MASTIC look SCREW i ,..,............0 ....\7 _.._,,._I 12" o.c. REFERENCE \\\\• ... \ ‘ 3 /FOOT 4>-\ ii NOTE 1: • . ` ` 1 "x 3/32' MASTIC ERECTION TIP: INSTALL WALL LITES ROOF PANEL \. V AND 3' BACKING PANEL BEFORE S KYLITE ROOF PANEL IS INSTALLED. DOUBLE MASTIC REQUIRED • • / AT LOWER END LAP. '� SINGLE MASTIC REQUIRED ROOF . • AT UPPER END LAP. PANEL R36 PANEL OVER SKYLITE SKYLITE DETAIL D N SL1 ' SKYLITE DETAIL INC NO SL2 SKYLITE DETAIL 11:04 3. ASSEMBLY SEQUENCE RECORD END LAP DETAIL • . RECORD SIDE LAP DETAIL RECORD EAVE STRUT EAVE STRUT 3 /FOOT 12' I o.c. " 3 /FOOT 3 /FOOT 4/N 12 o.c. II114 il WALL PANEL �iiIli� o�ol I • _ ♦ ire p • /-4JALL-LITE ■ WALL -CITE WLB -3 12' o.c. • I 12' o.c. • , • 3' BACKING ON, I I I " WALL PANEL PANEL �, W36 PANEL OVER WALL -LITE A36 PANEL C1`'� -Q� =CITE ec -0) 1 � � � Y SEE NOTE 1 • • 0--\ 4 12• r �\ -� DOES NOT APPL S. • • ilol . 3 /FOOT <\0`S, 12' O.C. . . $'+ -1--L-11- . WALL -LITE iI WAL -LITE III WALL -LITE WALL PANEL I ' WALL PANEL WALL PANEL WALL -LITE WALL PANEL WALL -LITE OVER W36 PANEL WALL -LITE OVER A36 PANEL-- WALL-LITE DETAIL 1A4 NO. WALL -LITE DETAIL 13‘.4 z WALL -LITE DETAIL DWG O WALL -LITE DETAIL DkvG NO. ASSEMBLY DETAIL (W W / EAVE GUTTER) RECORD SIDE LAP DETAIL RECORD SIDE LAP DETAIL RECORD ASSEMBLY DETAIL C/ EAVE TRIM) RECORD - DATE NO . REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER CITY OF TUKWILA DWG. NO. 2002 MORGAN ROAD FILE NAME CHECKED -- . SUNNYSIDE, WA. 98944 SKY & WA LL L DETAILS LOCATION MAR 2 2002 JON NO. .* SD32 (509) 839 -7000 FAX (509) 839 -0383 THIS DRAWING IS NOT BUILDING SYSTEMS- BUILDER PERMIT CENTER SHEET OF — TO SCALE SOLUTIONS + SERVICE DESIGN LOADS if . 3 •I I i I , I '1 I I I I•I. I ' ; i I i I i i i i! 1 ii i 4 ' I I ' 11 i,. I -�• I I i 1 • S. I ' 0 Inch 1/16 1 2 3, A 5 6 St FE £t - %t is I 6' L —1 - — — — — r 0 �IIII�LIIILIIII�IIIIIIIII�IIIIIIIII�ILIIIIIII�IIIIiiIII�IIIIIIIII�IIIIIIIII�IIII IIII�II IIII�IIIIIIIII�IIIIIillli i IIIIlIIIII IIII.ILIIIIII IIIIIil ......____ , `mi■- ' ml BOLT SCHEDULE ADD THIS CLOSURE W/ O 1 /2' x 1 ' A307 W/O WASHER MASTIC TOP & BOTTOM O. 1 /2' x '1 1 /2' A325 W/ WASHER UC -2 CLIP I F ROOF PI TCH I S TYPI CAL 2 1 /12 AND LOVER. © 1 /2' x 1 ' A325 . CARR.I AGE W/O WASHER • • ��41 0 1 1 /2" .. O #12 - 1 4 TEK W/ WASHER = � : �! V MASTIC TOP & BOTTOM O #12 - 14 x 1' TEK W/0 WASHER 241, 4 ° ® ® ..GUTTER 011111r - -- - - Q #12 x 3/4' STI TCH . . , ,� EG -1 4 0/ / - - © #12 x 1 PHILLIPS HEADED SCREW IL = 1 :: O �� 4' POP RI VET _ v V O 1 /8' x 1 / ez 1 2 B 4 . � 6' 0. C. . TOr �� OUTSI DE O #RV660 4 6 - 3 BULB FASTENER 0 �! M CLOSURE z 0 � 5 ET-14 • = :.74 �,j 7 OF BOLTS o : i t . 0 w J COLDFORM SP -1 4 C -TRI M . w w OR MI LL CTF -1 4 \-- BOLT x f-- 1-- ELBOW I 4JI .. REFERENCE W z V) EB 1 / Y DOWNSPOUT FIELD CUT r -.- -- . CANOPY CONNECTION D' CD8 CANOPY EAVE DETAIL D' ADO. D14 N❑. RECORD . . SOFFI T - GUTTER RECORD - RECORD PARTI ALLY SHEETED SI DEWALL • i • .. RECEIVED CITY OF TUKWILA MAR 5 ?00? • PERMIT CENTER DWG NO. DWG NO. DWG NO. RECORD 'RECORD RECORD • DATE NO. REVI SI ONS BY CHK: DATE DRA\.N DRAWI NG TITLE OWNER D. NO. . 'FILE NAME CHECKED 2002 MORGAN ROAD SUNNYSIDE, WA. 98944 CANOPY CONNECTION DETAIL LOCATION JOB NO. SD51 (509> 839 -7000 THIS DRAWL NG I S Not BUILDING SYSTEMS FAX (509) 839 -0383 BUILDER SHEET OF L" t) TO SCALE SOLUT I ONS ♦ SERVICE DESIGN LOADS 4R i • i •• i i 1 1 i . , I I i 1 I 1 1 I : 1 I;, i L;I i i I,i` i i 1 I I I i. I ,, 1 i I H • • 0 Inch 1/16 1 ^ 2 3 d' 5 6 ' IIliilliidittllittiItittitiiI�ttitliiti�tiII II ii:itlII ui I IIIII I IIItIiiii tlttlttti�ttttittiI ttttlitit tittliiII 1111,11111111111 111111111 •■■•••■ , • \ • . - , S SCHEDULE . • 0. #12 - 14 x 1 1/2' TEK W /WASHER . • O #12 - 14 x 1' TEK W/O WASHER INSIDE CLOSURE 1 1 /2' INSIDE CLOSURE 6' W /MASTIC TOP W /MASTIC TOP #12 x 3/4' STITCH W /WASHER & BOTTOM GUTTER 1 & BOTTOM - GO #12 x 1' PHILLIPS HEADED SCREW �1 111111111111E - EG -14 y ._= • 1/8' x 1/4' POP RIVET l � _ - O #RV6604 - - BULB FASTENER EAVE T-R14 0 : ► EAVE TRIM - \ 0 � ' . 1` • NUMBER :,. E 14 N �V 0 I O OF SCREWS SO OUTSIDE 1 ' 0 CEA -1 4O 2' -0 o.c. 0 • . 2' -0 o.c. VQ..uRNER CLOSURE • • • ICIF -14 , _ _ I . 0 SCREW REFERENCE SOFFIT TRIM " ST -14 ST -14 I I'� , \___ ESA -14 I • g RI M © F 14 ELBOW / EB 1 DOWNSPOUT FIELD CUT CANOPY EAVE DETAIL DWG NO. CM CANOPY EAVE DETAIL DWG NO CANOPY EAVE DETAIL D D3 . NO SOFFIT RECORD . SOFFIT RECORD NO SOFFIT - GUTTER RECORD ADD 'THIS CLOSURE W/ 2 MASTIC TOP & BOTTOM 'RAKE TRIM CONT. MASTIC IF ROOF" PITCH IS � � RT -14 � UNDER RAKE TRIM 1 1 /2 1/12 AND LOWER RAKE TRIM 2 2 ' -0 o.c. NT ` ■ .. INSIDE CLOSURE W/ MASTIC = RT © CONT. RAKE TRIM r MASTIC TOP & BOTTOM -� TER r • -- i.�. 3 U RAKE ANGLE INSIDE =G - - 4 141110 CLOSURE - - ` 4 40 RA -14 - Qs ...t ANGLE S 0 0 R -14 Qi [ .!. _ RAKE ANGLE 1 ' 0 CEA - �,�L�._,UTSIDE 2' -0 o.c. , WALL PANEL RA -14 © �Q� P ',. CLOSURE ©2 ST -14 • . TiOrO1) , � :I. ,_____1 2' -0 o.c. . . �� I * P 12-11161 • NON- SHEETED END • • _ ?.**-1 -------- SA -14 I,�, - 4 4 / Q � ELBOW / C -TRIM . • 2 ' -0 SOFFIT PANEL - CL INSIDE OSURE Q� CTF -14 \----C-TRIM SHAPE MAY VARY EB -1 / SHT -14 — DOWNSPOUT :1 CTF -14 0 FIELD CUT 2' -0 o.c. . • , SHEETED END SP -14 • CANOPY EAVE DETAIL 'DWG CANOPY RAKE DETAIL DWG D5 CANOPY RAKE DETAIL DWG CANOPY SOFFIT DETAIL DWG NO. CD SOFFIT - GUTTER RECORD SHEETED ENDS • RECORD OPEN ENDS RECORD RECORD DATE NO. . REVISIONS BY CHK. DATE DRAWN RECEIVED DRAWING TITLE OWNER GIT Or TUKWILA DWG. N0. FILE NAME CHECKED SUNNYSIDER WA. 98944 MAR 2 5 2002 SD34 (509) 839 -7000 CANOPY TRIM DETAILS LOCATION JOB NO. .� THIS DRAWING IS NOT B U I L D I N G SYSTEMS FAX (509) 839 -0383 BUILDER PERMIT CENTER SHEE OF 113.::. TO SCALE SOLUTIONS ♦ SERVICE DESIGN LOADS ?..5-- 4 I I I I i I I I ', ' 1' I I I f I i i I i \ I i :rill i 17 i i ' r 1 1 ! ~ f i, I, w ., l • 0 Inch 1/16 1 2 • 3 d 5 6 1 hillliIIdIiiiiiiIIIIIIIIIII iiiliila i ilhill! iI iiiIIIIII IIIIIImihii6 ►lillilulmiliiiiIIII IIIIIIIIIIIIIIIIIIII miliililmilAIIIIIIIII1 • . , 1111•1111/111W 'SCREW SCHEDULE . `✓ #1 2 - 14 x 1 1 /2' TEK W /WASHER . O#12 - '14 x 1' TEK W/0 WASHER • #12 x 3/4' STITCH W /WASHER . - 0 i 2 x 1' PHI LLI PS HEADED SCREW ) 0 1/8' x 1/4' POP RI VET . . Q #RV6604 -6 -3 BULB FASTENER 0/ - NUMBER OF SCREWS 2 _ M . 4 © 02 . . 4 6 • SA -14 . SA -1 4 © SA -1 4 N---SCREW REFERENCE _e . . SAG ANGLE CONNECTI ONS D SA _ SAG ANGLE CONNECTI ONS D SA2 SAG ANGLE CONNECTI ONS D SAO EAVE & MI D PURLI NS RECORD . PEAK PURLI N RECORD SAG ANGLE SPLI CE RECORD • EXB -1 • . \ EXB -2 RECEIVED CITY OF TUKWILA ALTERNATE ALTERNATE MAR 2 5 2002 EYEBOLT /� PERMIT CENTER /+ `` i ....00 ....0' IIIIIIIII -IIIIIIIII + ..or IIIII �� ` IIIIIIIII 0 ■•■•••■■••■+��+ PLACE CABLE END STRAND POSITION STRAND AT THE COLOR ROTATE THE OTHER LEG AROUND COMPLETE INSTALLATION BY THRU EYE OF EYEBOLT. CODE MARK AND WRAP THI S LEG THE STRAND AT THE COLOR CODE WRAPPING BOTH LEGS ON STRAND ON APPROXIMATELY 3 PI TCHES. MARK. .. . • • • COMPLETELY. MAKE SURE ENDS ARE SNAPPED INTO PLACE. CABLE END I NSTALLATI ON D\ " CEI ❑' CABLE END I NSTALLATI ON D � ' cez ' CABLE END I NSTALLATI ON D` CE� CABLE END I NSTALLATI ON D CE4 • STEP 1 RECORD STEP 2 RECORD STEP 3 RECORD STEP 4 RECORD ' DATE NO. REVI SI ONS BY CHK. DATE DRAIN DRAWL NG TI TLE ❑I%NER D\.G. NO. 2002 MORGA ROAD PURLIN SAG ANGLE AND FILE NAME CHECKED SUNNYSIDE, W 98944 LOCATION JOB NO. ' SD37 (509) 839 -7000 CABLE DETAILS THIS DRAWI NG I S NOT B I L D I N G SYSTEM$ FAX (509) 839 -0383 BUILDER SHEET OF TO SCALE S OLUT 10NS + SERVICE DESIGN LOADS (,,a 413 I ii., I I I I I.I. 1 ;1 l Ii ! �i�iiiIIIi�!i!!!i ! i I I! 1 . ! I,:, ■ I ; I I I 0 Inch 1/16 1 2 3 4 5 6 y V ,11.4+..g J ... 1 IIIIIIIIIIIIIiIIIIIihiiIIiAriIIi i!iiiiliilil111d iIIIIIII I IIIIIIIhiiiliiii1IIIIIiiii 1111li1iI IiiiliiiiIIIILIII IIIII,IIIII�I�imill ...................—;---___________ J ,. • • 1B SCHEDULE . • - I ' AO 1 /2' x 1 1/4' A307 W /WASHER . O A-- ® 1 /2' x 1 1 /2' A325 W /WASHER O Q O i 2 O 2O . 24 O 1 /2' x 1' A325 `CARRI AGE W /WASHER ESCP CLIP - 2 • 3 • ‘ #1 2 - 14 x 1 1 /2' TEK W /\LASHER . 0 • ALTERNATE • 2 Q F? ELD V O #1 2 - 14 x 1' TEK W/O WASHER • J 3 O DRI LL • Q #1 2 x 3/4' STITCH W /.WASHER J PI Pi ' LL, ' ALTERNATE ESCP CLIP ALTERNATE O ESCP Q #12 ' x 1 PHI LLI PS HEADED SCREW 2 2 Fl ELD TRIM �� Q 1 /8 x 1 /4 POP RI VET 0 0 4� I NS DE FLANGE P' 0 #RV6604 -6 -3 BULB FASTENER • ' , ? •, • �� 2 . NUMBER GI RT : 2 � O � UC -3 CLIP V 0� 7 OF BOLTS BRIDGE m , - O 0 � `� S' WALL GI RT O GB -2 GI RT V m ---a-r 4_ FI ELD - BRIDGE E 0 I CUT TO O GB -2 2 • • BOLT FIT ESCP CLIP FI ELD 2 0 S REFERENCE 0 — CUT TO 0 2 • *-\, FIT IE 3 • • COLDFORM . 2O 41 S WALL GI RT I) DR MI LL ' WALL GIRT 1 EXTERI OR OR 0 . . I FLUSH GIRTS ALTERNATE ___P__Z_L__________ . CUSTOM CORNER CONNECTION DWG O CUSTOM CORNER CONNECTION DWCC O. GI RT CORNER CONNECTI ON D CD3 . FLUSH ENDWALL AT RI GI D FRAME RECORD . FLUSH ENDWALL AT RI GI D FRAME RECORD SPECI AL CURB WALL ENDWALL RECORD . u COLDFORM COLDFORM .. DR MI LL 0 0 .a 1 ' 0- 3/4' OR MI LL re-- ■ 0 • . I 44 1 /2;y FLUSHI ORROS ESCP CLIP _I. GI ' I . ALTERNATE I ■ ' BRIDGE E RT RAKE �' - . _ 1 GB -2 . 't, ANGLE 1 ( P' ° FI ELD , . ESCP CLIP \' O , RA -1 G �1O 0 -� .. CUT TO e,: -90 .. .. FIT f O _ _ _ O O - �= RECEIVED -_ _ Q ^.ITY OF TIIKWJI-A • 0 W I 2 -� c 2> uc -2 MAR 2 5 2002 4Q o .� O 0 0 • 0 CEE JAMB 1 © �EFtMl CENTER . 4 . O O - 1 COLDFORM . . . \ 2 • DR MI LL ALTERNATE . GIRT INTERIOR CONNECTI ON D CD4 PURLIN CONNECTION DWGCDS CORNER CONNECTION ipz NO. SPECI AL CURB WALL ENDWALL RECORD SPECI AL CURB WALL ENDWALL RECORD STANDARD ENDWALL - OPEN SI DEWALL RECORD DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWI NG TI TLE OWNER DW3. NO. • FILE NAME CHECKED . SUNN SIDER WA. 98944 - SD38 (509) 839 -7000 GIRT AND PURLI N FRAMING DETAILS LOCATION JOB NO. — THIS DRAM NG I S NOT B U I L D I N SYSTEMS ' FAx (509) 839 -0383 BUILDER SHEET OF TO SCALE SOLUTIONS ♦ SERVICE DESIGN LOADS LI . 1 i , I I I I 1 I , I 1, i � i Ii ii f i 1 I i Li i i ii i I i i 1 , i 1 -i 1 I 1 1 I ,, I 1 , I I ! i 0 _Inch 1 /1s 1 2 3 d 5 6 ri g L; J. 1 ( IIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIII1IIiIIIIIIIIIIIIIIII1IIIIllll1lllllliffilllllllll . lIIIIIIIIIII L IIIIIIIIIIIi l • 'BOLT SCHEDULE COLDFORM FLUSH EXTERI OR O 1 /2' x 1 1 /4' A307 W /WASHER OR MI LL GI RTS GI RTS ® 1 /2' x 1 1 /2' A325 W /WASHER FLUSHI ORROS 1' 3' 0 1 /2' x 1 ' A325 CARRI AGE W /WASHER - . 0 #1 2 - 1 4 x 1 1 /2' TEK 1. /WASHER - . 2Q i 1 ' 3" I. O #1 2 - 1 4 x 1 ' TEK W/O WASHER , • . . . O #1 2 x 3/4' STITCH W /.WASHER UC -2 I !■ . © #1 2 x 1 ' PHI LLI PS HEADED SCREW INC) 2 O © • . C E E JAMB - 1 /4' 0 LY 0 1 /8' x 1 /4' POP RI VET � _ u c -3 Ap t #RV6604 -6 -3 BULB FASTENER NV 0 I . . DO ES NO T �/ _ NUMBER "O� �? �� —° �� RAK ANGLE O� 2 -- = OF BOLTS -90 RA -1 4 0 -V $ -' - Q 2 0 EE 4 S \+vALL GI RT © 0 ESOP CLIP . ANG 0 0 O id 18 0 �E) 2. ; R A -1 4 BOLT I H , I/ k ' `, REFERENCE UC 2 1 /2",1 I, GIRT BRI DGE • GB -2 0 GI RT CORNER C ❑NNECTI ❑ N DWG GI RT CORNER C ❑NNECTI ❑ N D GD2 GI RT CORNER C ❑NNECTI O N D GD3 STANDARD ENDWALL - OPEN ENDWALL RECORD EXPANDABLE ENDWALL - OPEN . ENDWALL RECORD EXPANDABLE ENDWALL - OPEN ENDWALL RECORD EXTERIOR • FLUSH COLDFORM, FLUSH . GI RTS 1 , 3' GI RTS OR MI LL GI RTS . 1 EXTERI OR OR /�, 1 3' , , Ai . . FLUSH GI RTS V /-PG-3 1' 3' 1 x r 1 - • E] O (7)\-'61\ -,\A 1 . � � ENP Q � �E 3 O � O r �, U C- 3 O 1 0 0 7 � o � �� 0 vO ENDWALL O� 2 * O GIRT 2Q . E 3 o / Elm Ar C. • 1 I . RA -14 RAKE ANGLE GIRT BRIDGE RECEIVED - • RAKE ANGLE N • O CITY OFTUKWILA - RA -1 4 \ = ■ 2 GB -1 "r MAR 2 5 2002 ' RAKE ANGLE . _ ALTERNATE RA -1 4 - - - PERMIT CENTER , . GI RT CORNER C ❑NNECTI ON D GD4 GI RT CORNER C ❑NNECTI ON D GD5 GI RT CORNER C ❑NNECTI ON D GD6 GI RT CORNER C ❑NNECTI ON D G RECORD EXPANDABLE ENDWALL - OPEN SI DEWALL RECORD RECORD RECORD EXPANDABLE ENDWALL - OPEN SI DEWALL SPECIAL CURB WALL ENDWALL EXPANDABLE ENDWALL ., DATE NO. REVISIONS BY CHK. DATE DRAMA DRAWI NG TITLE O NER D<4. NO. FILE NAME CHECKED . 2002 MORGAN ROAD SD39 SUN YSI 839-7000 944 GIRT FRAMING DETAILS LOCATION JOB NO. _ THI S DRAWI NG I S NOT B U I L D I N G SYST EMS . FAX (509) 839-0383 BUI L DER SHEET OF TO SCALE BOLUT I ONS + BERN I CE DESIGN LOADS 3V Li I i I I I I i i . I 11 ;:iii i ilii i H ii i iii i iii I+ 1 i I! I, i. I I , i I I I • 0 Inch 1/16 1 2 3. A 5 6 - YTrrrrti1 T rra r v A.f>ry ys .. _ . g [ T r✓l. 7 11 ------ U( _F 1. L lM 0 1 IIIIIIIIIIIII . II1IIII1IIIIlilidil!IIII _ Ilii ill! 11111 IiiiLIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIIIIIIIililli .11ii iiiIi iIII ■•■■••••■■••■•••.........--._ 'SCREW SCHEDULE . • • O #1 14 x 1 1 /2' TEK W /WASHER - U #12 -1 4 x 1' TEK W/O WASHER O #12 x 3/4' STI TCH W /WASHER - • o #12 x 1' PHI LLI PS HEADED SCREW - - . 0 1/8' x 1/4' POP RI vET - - WALL PANEL .. SOFFI T SOFFIT TRI M� Q #RV6604 - 6 - 3 BULB FASTENER • ' VARY MAY - - TRI M ST -1 4 f � NUMBER 4L� ST -1 4 I , -� "- OF SCREWS - - 1 Nv �� 4* Q Qok — 0 O � �, 4 •SCREW _ CORNER CORNER �.J REFERENCE ' TRI 1 4 • / TRI M I CT -14 I O WALL PANEL CORNER ., WALL PANEL SHAPE MAY TRI M ., / SHAPE MAY SOFFIT TRI M - VARY VARY CT -1 4 ST -1 4 . . . • • CORNER CONNECTI ON Dw _ CORNER CONNECTION DWG _ CORNER CONNECTI ON LNG NO. RECORD RECORD RECORD STANDARD ENDWALL - OPEN SI DEWALL STANDARD ENDWALL - OPEN ENDWALL EXPANDABLE ENDWALL - OPEN ENDWALL . ` I . ' At T WALL PANEL WALL PANEL SOFFI T 4 ? v, SHAPE MAY SHAPE MAY TI M—\ p' VA Y WALL PANEL VARY i , STR1 4 .0# O R ' SHAPE MAY 10 VARY _ . • 0?11 r A Q DpES �� O . SOFFI T J . ' I © TRIM i 0 ST-1 4 ,/ 11! , / ' - RECEIVED WALL PANEL SOFFI T CORNER • TRIM CORNER SOFFIT CITY OF TUKWILA SHAPE MAY TRIM CORNER ST -1 4 TRIM TRIM CORNER VARY CT - 4 TRIM CT -1 4 ST -1 4 TRIM MAR 2 ?002 CT-1 4 CT-1 4 PERMIT CENTER CORNER CONNECTI ON 'NG N O CORNER CONNECTI ON D" CC5 CORNER CONNECTI ON Dh" cC6 CORNER CONNECTI ON DV■ cc° EXPANDABLE ENDWALL - OPEN ENDWALL RECORD EXPANDABLE ENDWALL - OPEN SI DEWALL RECORD EXPANDABLE ENDWALL - OPEN SI DEWALL RECORD SPECT AL CURB WALL ENDWALL RECORD n , - AT DE N0. BY CHK. DATE DRA AN DRAWL NG TI TLE 0VCR D. NO. 2002 MORGAN ROAD FILE NAME CHECKED SUNNYSIDE, WA. 98944 1509) 839 -7000 CORNER TRIM DETAILS LOCATION JOB NO. SD40 — THIS DRAWI NG I S NOT BUILDING SYSTEMS- FAX (509) 839 -0383 _ BUILDER SHEET OF TO SCALE SOLUTIONS t SERVICE DESIGN LOADS 3 D( 113 I I I I. i . I i 1 I I 1 L ;i; i i .ii „ 1 I I 1 ,. I i. I 1' l 1 I; I I 1 0 . Inch 1/16 1 2 3 A 5 6 i yr��tiJ ....s... IIIIiI IIIIIIIIWIII II IIIII WAIII!I Ii l4III IIII Illl1iIII IIIWIIIIIIIIIIIIII IIIIIIIII IIIdIIIIIIIIdIIIIIIIIIId .vim • SCREW SCHEDULE . • OD #1 2 - 1 4 x 1 1 /2' TEK W /WASHER GENERAL PRE -I NSTALLATI ON NOTES INSTALLATION STEPS O #1 2 - '1 4 x 1 ' TEK W/O WASHER xTHI S DOOR I S DESI GNED TO I NSTALL BEFORE Q #12 x 34 STITCH W /WASHER THE WALL PANELS ARE PUT UP C ALTHOUGH I T 1 . AFTER UNCRATI NG THE DOOR, .FI ELD DRI LL CAN BE INSTALLED AFTER. ) POSI TI ON I T UNDER � THE GI RT #1 2 x 1 : '' PHI LLI PS HEADED SCREW - 1 /2' ANCHORS wDO NOT REMOVE THE SCREWS HOLDI NG THE WI TH THE ❑UTSI DE EDGE OF THE 4 O 1 /8' x 1 /4' POP RI VET . DOOR LEAF CLOSED UNTI L AFTER THE DOOR I S THRESHOLD FLUSH WI TH THE EDGE Q #RV660 - - BULB FASTENER A INSTALLED. THESE SCREWS HOLD THE DOOR/ OF THE CONCRETE. THE HEADER NUMBER o FRAME SQUARE . DURI NG THE I NSTALLATI ON SHOULD BE UP AGAINST THE ❑UT- \ ///- OF SCREWS PROCESS. SI DE FACE OF THE GI RT: 4Q 2. PLUMB THE DOOR UNI T. o TO CHANGE THE SW? NG: THE DOOR SWI NG CAN • SCREW BE CHANGED I N THE FI ELD ON STANDARD PREASSEMBLED DOORS. ( DOORS WI TH • 3 • WHEN THE DOOR I S PLUMB, REFERENCE ■ ` FACTORYXNSTALLEDCLOSERORLXTES CANNOT FACER OF THE CEE JAMB DOOR FRAME BE CHANGED. ) REMOVE AND EXCHANGE DRI LLI NG SCREWS. THESE CAN BE • THE HEADER AND THE THRESHOLD. REMOVE MOVED LATER I F THEY INTERFERE THE SWEEP AND REI NSTALL I T ON WHAT I S WI TH THE SHEETI NG OR TRI M. NOW THE BOTTOM OF THE DOOR. REPLACE THE SUBJAMBS. 4. BOLT THE DOOR TO THE FLOOR WI TH THE ( 4) ANCHOR BOLTS PROVI DED. ( DWG. NO. 12151 ) • • S. BACK OUT THE SCREWS HOLDI NG • DOOR BASE DETAIL D ° 0 0 0 0 DSI TOP JAMB CLIPS AND SLI DE CLI PS DS2 D S3 STRAI GHT UP TO THE GI RT. USE 7 s.,.... WALK DOOR RECORD ( 6) SCREWS PER CLI P ( 3 I NTO THE SUBJAMB AND 3 INTO THE I GI RT) . ( DWG NO. DS2) USE WDS -1 • • . CLIP I F NECESSARY. ( DWG NO DS3) 6. SCREW DOWN THRESHOLD. //, CAULK OR GROUT I F NEEDED. CEE JAMB ` GIRT I F FIELD F CUT / GI RT 4 REQUI RED / " GIRT & PLACE - 7. REMOVE SCREWS HOLDI NG DOOR 4 9/— ° 2- TEK SCREWS ° LEAF SHUT. ° PER FLANGE ° © . 8. ADJUST WEATHERSTRIP TO DOOR JAMB BALK DOOR ELIMINATE LI GHT LEAKS. �� KVY' SPECI AL CLI P • / / �a� WDS -1 /DOOR JAMB ADJUSTMENTS , ` GIRT 00 ■ IF THE DOOR DOES NOT OPERATE 8 _ PROPERLY: FI ELD BEND © //i,GIRT FLANGE DOOR FRAME .- 1. CHECK FRAME TO ENSURE PLUMB TO CLEAR - AND SQUARE. 2. CHECK FLOOR LEVEL AT EACH DOOR JAMB JAMB. SHIM UNDER SI DE T H I S C L I P I S T O I D51 NEEDI NG ADJUSMENT. BE USED IF THE _ 3 UNEQUAL, AROUND DOOR IS GIRT I S ABOVE L, SHIM HI NGES 7' 5' APPR❑PRI ATELY. DOOR TOP DETAI L D Dsz ' DOOR TOP DETAI L D DS3 D❑❑F2 FRAME LAYOUT RECORD RECORD RECEIVED WALK DOOR SPECI AL TOP CLIP CITY OFTUKWILA DATE NO. REVISIONS BY CHK. DATE DRAAN DRAWL NG TITLE INNER MAR 2 5 ZOOZ D■G. NO. • 2002 MORGAN ROAD FILE NAME CHECKED SUNNYSIDE, WA. 98944 WALK DOOR FRAMING DETAILS LOCATION pFRMIT (ENTER JOB NO. SD41 (509) 839 -7000 FAX (509) 839 -0383 THIS DRAWL NG I S NOT BUILDING SYSTEMS BUt LDER SHEET OF TO SCALE 8OLUT I ON8 + 8E RV I CE DESIGN LOADS 9 0 426 . I .1 11 I (,I.(•i'I•I•I•i 1: ii I i I ii s Eiii(iiiii.iIi 'i'i 'i 1 1 1 I I 1 I I 0 Inch 1/16 1 2 '3 ' 4 5 6 h111i 111d1111 h i i d 1 II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIII IIIIIIIIIII IIIIIIIIIIIIILIIIIIIIIIIIII , IIIIIIIIIIII 1 •BOLT SCHEDULE . • AO 1 /2' x 1 114' A30 7 W /WASHER • ® 1 /2' x' 1 1 /2' A325 W /WASHER ' © 1 /2' x 1 ' A325 . CARRI AGE W /WASHER . • 0# 1 2 - 1 4 x 1 1 /2' TEK W /WASHER . 0 #1 2- 1 4 x 1' TEK W/O WASHER . 8 #1 2 x 3/4' STI TCH .W/WASHER W-1 CLIP i 0 #1 2 x 1 ' PHI LLI PS HEADED SCREW , 0 1 /8' x 1 /4' POP RI VET CEE JAMB M WI NDOW HEADER 11111 0 #RV660 4 -6 -3 BULB FASTENER _ NUMBER 11 1 , • 7- OF BOLTS .4 ` 4 ` . 4Q CEE le , . • HEADER BOLT . REFERENCE . GI RT I F . RT ELD CUT REQUI RED & BOLT UC -2 DWG °' 2 O WI NDOW FRAME DETAIL *� CLIP W/ 1 /2 CARRI AGE W & 1 /2' A30 7, FIELD DRI LL �* HEADER TO JAMB RECORD . • 4 1 /2j - 2 . • • WI NDOW SILL WINDOW JAMB -\ GI RT, HEADER . • OR EAVE STRUT ANCHORS . UC -2 CLIP BY OTHERS . . \ ,! • , , . .. 0 1:: . _ 2 , .../i WC -1 CLIP : i::' 0 * ...... __.. .. _.. _ . . . CEE JAMB CEE JAMB • WI NDOW FRAME DETAIL DUG 2. WI NDOW BASE DETAI L DWG N0' WS3 WI NDOW FRAME LAYOUT JAMB TO GI RT, HEADER, OR EAVE STRUT RECORD RECORD . • • RECEIVED CITY OF TUKWILA - DATE NO. • REVI SI ONS BY CHK, DATE DRAWN DRAWI NG TI TLE OWNER MAR 2 ?�� DWG. NO. 2 AN ROAD FILE NAME CHECKED SUN002 NYSIMDE O RG , WA. 98944 WI NDOW f RAMI NG DETAILS LOCATION JOB NO. SD42 C509) 839 -7000 FAX (509) 839 -0383 PERMIT CENTER THI S DRAWI NG I S NOT BU I L D I NG SYSTEMS BUI L I- SHEET OF TO SCALE SOLUTIONS ♦ SERVICE DESIGN LOADS ( I3 i I I L 1' I I•f. ii�•i i i` li�i i ti l + '' 1 j , i 1 ! I I i I • 1 i ' LI . . - • 0 Inch 1/16 1 2 3 A. _ - 5 6 1 IIIIIIIIIII111111111111111111111 IIIIIIIIIII (IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII • —, i S BOLT T SCHEDULE , AO 1 /2' x 1 1 /4' A307 W /WASHER BYPASS GI RTS EAVE STRUT COLUMN ® 1 /2' x 1 1 /2' A325 W /WASHER - - -- - 'T , © 1 /2' x 1 ' A325 CARRI AGE W /WASHER SD4 SDS SD3 #1 2- 1 4 x 1 1 /2' TEK W /WASHER HEADER HEADER L— C i © #12 - 1 4 x 1 ' TEK W/O WASHER DOOR HEADER . • U 0 #1 2 x 3/4' STITCH W /WASHER 0 #1 2 x 1 ' PHI LLI PS HEADED SCREW . FI ELD DRI LL COLUMN O 1 /8' x 1 /4' POP RI VET GI RT . 2t, #RV660 4 -6 -3 BULB FASTENER • a � K/ . `-' ..� C 2> UC -2 CLI PS NUMBER -) ■■ , OF BOLTS " " 4 � z ..� 2 0 E ■ • O A REFERENCE J CEE HEADER , BOLT o ` /-SD6 BASE mw 2 SI DI NG DOOR LAYOUT D SDI SLI DE DOOR HEADER DETAIL M S D RECORD HEADER TO COLUMN CONNECTION RECORD • FLUSH GI RTS NOTE: FI ELD DRI LLI NG MAY . BE REQUI RED. BASE ANGLE DOOR BA -1 4 . BOTTOM COLUMN All RAI L CEE JAMB CEE JAMB ' ` SAG ANGLE . ' . • SA -1 4 BASE ANGLE FI ELD NOTCH CEE HEADER CEE HEADER 2 0 FLANGES TO FIT . . .I IV DE DOOR ANGLE . :. .-. I SL -1 4 :. :. - . - . DOOR ' 2 SD -2 CLIP 4© 2© BOTTOM CEE HEADER ® FI ELD DRILL RAI L FI ELD DRI LL .. BASE GIRT , . SAG ANGLE . SA -1 4 BASE GI RT G NO SLI DE DOOR HEADER DETAI L D SD3 SL.I DE DOOR HEADER DETAI L 1:11.4G nO _ SLI DE DOOR HEADER DETAIL D sns SLI DE DOOR BASE DETAI WAG NO. SE DE AIL SD6 HEADER TO COLUMN CONNECTI ON RECORD HEADER TO JAMB CONNECTI ON RECORD HEADER TO JAMB CONNECTI ON RECORD DOOR GUI DE RECORD • DATE N0. REVI SI ONS BY CHK. DATE DRAWN DRAWL NG TITLE OWNER CITY OFTUKWILA ENG. NO. I' FILE NAME CHECKED :` t �" SUNN SIDER WA. 98944 5 JOB NO. SD43A <509> 839-7000 SLIDING DOOR DETAILS LOCATION W AR 2 J ?OP BU ILDING SYSTEM FAX (509) 839 -0383 SHEET OF THIS DRAWL NG I S NOT BUILDER I'ERMITCENTER 4Z �� TO SCALE SOLUTIONS ♦ SERVICE DESIGN LOA I i . I L f 1 1 1 1 1 1 :iiiliiiwijiiiliIi ,ii «H 4 I I 1 ! i I ,, I I 0 Inch 1/16 1 2 3 4 5 6 ‘ 0, 4 , .1,YTr'rg r view e ( _ .0 i i, i , .i 0 I t;` 2w__ ` c 1 f, L l 0 IIIIihIII I I WIIIIIIII1IIIIIIIII1II- IIIIIIIIIIIIIJ III1IIIIIII6IIIIIIIhIII61II IIIWIIIIIIIWIIIIIIiI1IIII lll,IIIIIIIIIIIIIIIIIIIIIIIII ' J .SCREW SCHEDULE . O p #1 2- 14 x 1 1/2' TEK W /WASHER • © #12 - '14 x 1' TEK W/0 WASHER O #12 x 3/4' STITCH W /WASHER - © #12 x 1' PHI LLI PS HEADED SCREW = 2 4 O 1/8' x 1/4' POP RIVET O #RV6604 -6 -3 BULB FASTENER •, -, 0/ - NUMBER RAKE PURL IN RAK CHANNEL OF SCREWS CHANNEL . SPL CE RCS 4 Q RC -1 4 . • \--SCREW REFERENCE •. I MIIIIIMIIMINIMINIIIMIMMEnimum •• I � " RAKE CHANNEL RC -1 4 NOTE: RAKE CHANNEL I S USED I N PLACE OF RAKE ANGLE 'WHEN REQUI RED. • RAKE CHANNEL CONNECTION 1)4110. RAKE CHANNEL CONNECTION D . RC2 RECORD SPLI CE DETAI L RECORD • • • • • DATE NO. REVI SI ONS BY CHK. DATE DRAIN DRAWL NG TI TLE OWNER TY OF TURW D■4. NO. FILE NAME CHECKED 11111 SU2002 IDE, W A. 98944 RAKE CHANNEL DETAILS LOCATION MAR 2 5 ZOO JOB NO. SD45 <509) 839 -7000 THI S DRAWL NG I S NOT BU I L D I NG SYSTEMS FAX <509) 839 -0383 BUILDER HERMIT CENTER SHEET OF TO SCALE $OLUT I ONS + $E RV I CE DESIGN LOADS ( 43 43 • I L' 1 11 I j 1 i = 0 Inch 1/16 1 2 3 A 5 6 • T ( IIIIIIIIIIIIi IIIIIIIIIIIIIII�IIIIIIIII[IIII! VIII. IIIIIIIIIIILIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIII�IIIIII��I • File D 02.0019 I D 02_0020 35mm Dra • #68-141 0 Inch 1/16 <2 vv 3 d 5 6 ' xt w >Q•� , ^r1re :" (. r VIII I III IIi IIIIII�IIIIIIiI VIII uI iII !Ii�III;I I II[II VIII III III111111 i11II II 111111IIII 111111111 IIII IiII iIIIII ii IIIIIIIII IIiilii�� I. . • PURCHASER RESPONSIBILITIES �� J- - i ( �(� M L1J -� U e S ll S I I. THE RESPONSIB ITY F T HE PURCHASER TO INSURE IL D T � (� (J 6 HE PURCHASER IS RESPONSfl� FOR ALL AFFECTS THAT MAY v a m - 77 -� BE IMPOSED ON FACILITIES, LANDS, ROADS, BUILDINGS, ETC.. THAT ALL PROJECT PLANS, SPECIFICATIONS, AND APPLIED �VU Lr� DESIGN LOADS, FULLY MEET THE PROPOSED INTENT AS WELL AS LOCATED WITHIN THE PROXIMITY OF THE NEW STRUCTURE, BY THE . . w: .,... .. __ _.,- COMPLY WITH ALL APPLICABLE REQUIREMENTS OF ANY GOVERNING NEV STRUCTURE, AFFECTS INCLUDE BUT ARE NOT LIMITED TO °�°°" AUTHORITIES. AND TO OBTAIN THE APPROPRIATE APPROVALS AND /OR SNOW SLIDING, OR DRIFTING, AND WIND LOADING, SHEDDING, OR BUILDER: STEELCRAFT 1L ' .�, ,�.. PERMITS AS MAY BE REQUIRED FROM CITY, COUNTY, STATE, OR VORTEX ACTION. CUSTOMER: HANGER #3 , " t ,, , , �� t r y t C j t+ r "' , ' '`" �� nag. `ire FEDERAL AGENCIES. 7. UNLESS SPECIFICALLY STATED OTHERWISE WITHIN THE SUN BUILDING ° _� ' " J � 2 IT IS THE RESPONSIBILITY OF THE PURCHASER TO COMPLETELY SYSTEMS 'PURCHASE OFFER', THE FOLLOWING SHALL GOVERN: LOCATION: TUKWILA, WA su b -' i ra' tC }. .� ' i k 1\ U ND ERSTAND WHAT SUN BUILDING SYSTEMS IS INCLUDING OR n) 1N CASE OF DISCREPANCIES BETWEEN SUN BUILDING = ' ' EXCLUDING FROM ARCHITECTURAL PLANS AND /OR SPECIFICATIONS THIS PROJECT IS SCHEDULED FOR SHOP FABRICATION AND I r' i SUBMITTED � ' G PARAMETERS: �- I �'W SE OR OVERALL PLANS FOR OTHER TRAD S , TH SYSTEMS STRUCTURAL STEEL DRAWINGS AND g. FOR REVIEW ONLY WITH THE FOLLOWIN 3. IT IS THE RESPONSIBILITY OF THE PURCHASER FOR STEEL E THE BASIC BUILDING SIZE: SPAN 63.17' x LENGTH 30.17' ' x EAVE HT. 23'-7 3/f ` PROJECT COORDINATION, INTERFACE, COMPATIBILITY, AND DESIGN DRAWINGS SHALL GOVERN. ROOF SYSTEM: R36 COLOR GAUGE 2 ' t 1: ° CONCERNING ANY MATERIALS NOT FURNISHED BY SUN BUILDING SYSTEMS b) SUN BUILDING SYSTEMS QUALITY CRITERIA, WALL SYSTEM: R V36 COLOR GAUGE 24 WITH THE SYSTEM TO BE FURNISHED BY SUN BUILDING SYSTEMS. STANDARD PRACTICE, METHODS AND TOLERANCES. TRIM: COLOR GAUGE 24 li THE SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE c) WHEN WINDOW AND /OR DOOR OPENINGS HAVE A DESIGN CODE: UBC EDITION: 1997 BETWEEN MATERIALS MUST BE FURNISHED BY THE PURCHASER COMBINED AREA GREATER THAN 157. OF GROSS WALL AREA LIVE LOAD (ROOF) PSF STRUCTURAL DEAD LOAD 5 PSF PRIOR TO RELEASE FOR FABRICATION, OR THE DESIGN ASSUMPTIONS ON ANY WALL, AND THE BUILDING IS DESIGNED AS OF SUN BUILDING SYSTEMS WILL GOVERN. SNOW LOAD 25 PSF AUXILIARY DEAD LOAD 3 PSF g z G SYSTEMS 4. IT IS THE RESPONSIBILITY OF THE PURCHASER TO VERIFY ALL DESIGN ENCLOSED , T E H C WINDOWS AND OR DOORS REPRESENTING TH SEISMIC ZONE 3 Z = 0.3 I : 1.0 CRITERIA INCLUDING DEFLECTIONS AND NOTIFY SUN BUILDIN EXCESS ABOVE 15'l. SHALL BE DESIGNED W g0 � � ill! • AND DETAILED FOR APPLICABLE LOADING, BY THE PURCHASER. IND DESIGN: SPEED ZONE MPH, EXPOSURE: C I : 1.0 o OF ANY DISCREPANCIES OR INCONSISTENCIES PRIOR TO RELEASE d) THE SUPPLYING OF SEALED ENGINEERING DATA AND WIND LOAD UBC qs Ce I 19.60 PSF 0 DO E C J d FOR FABRICATION. DRAWINGS FOR THE METAL BUILDING SYSTEM DOES OPEN: MEZZANINE FLOOR 5. THE PURCHASER IS RESPONSIBLE FOR THE ACCURATE SETTING NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT ENCLOSED: LIVE LOAD PSF OF ANCHOR BOLTS AND ERECTION OF STEEL IN ACCORDANCE WITH SUN BUILDING SYSTEMS OR ITS DESIGN ENGINEER PARTIAL: __L, DEAD LOAD PSF APPROVED DRAWINGS ONLY TEMPORARY SUPPORTS, GUYS, BRACES, IS ACTING AS THE ENGINEER OF RECORD OR DESIGN LISTED BY BRAUN INTERTEC FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE PROFESSIONAL FOR A CONSTRUCTION PROJECT. THESE ' STANDARD ALLOWABLE DEFLECTIONS: PURLINS: L/240, GIRTS: L/240 ICED APPROVED FABRICATORS REPORT NO. FA -348 ERECTION OPERATION WILL BE DETERMINED, . FURNISHED AND DOCUMENTS FRAME DEFLECTIONS: PRIMARY AND END FRAME DEFLECTIONS BOTH HORIZONTAL DCLU APPROVED FABRICATORS ID. NO. 7241 INSTALLED' BY THE PURCHASER. ` ` E S ARE SEALED ONLY AS TO THE COMPONENTS FURNISHED BY SUN BUILDING SYSTEMS. AND VERTICAL ARE LISTED WITHIN THE 'STRUCTURAL CALCULATIONS' PACKET , CANADIAN WELDING BUREAU CERTIFIED. NO. Y53 �,j 1.LI l -: e) ANY FIELD MODIFICATION OR ALTERATION, OR THE ATTACHMENT cg ;'l As� OF ANY EQUIPMENT OR COMPONENT TO SUN BUILDING SYSTEMS G E N E R A L N O T E S Q1 A , : . : � ; o METAL BUILDING SYSTEMS, OR THE OMITTED INSTALLATION 1. MATERIALS ASTM DESIGNATION ' ��` 4 ' OF ANY SP F P +'5 _ �. ECI IED ARTS OR PIECES, WITHOUT THE EXPRESS HOT ROLLED MILL SHAPES A572 -97 GR.50 FY _ 50 ksi MIN. k P R 1 $ 20D2 s " � v,, :: WRITTEN APPROVAL OF SUN BUILDING SYSTEMS SHALL VOID HOT ROLLED FLAT BAR A529 -96 GR.50 /55 FY - 50 ks+ MIN. �. � ' .o 03 d `' ANY AND ALL WARRANTIES. t c<.STO'''_ • . ='' F) ALL STRESSES AND REACTIONS LISTED WITHIN THE STRUCTURAL STEEL PLATE A572 -97 GR.50 FY = 50 ksi GR. 50 • . � �s, 1-,,-,1/4.) _ .. • COLD FORMED LIGHT GAUGE SHAPES A507 -97 SS GR.50 FY = 50 ksi GR. D . 2 2 002 _ il k DRAWINGS AND STRUCTURAL CALCULATIONS, HAVE BEEN REID MIDDLETON, IN -- -:--- REDUCED 257. AT LOADING COMBINATIONS THAT INCLUDE COLD FORMED LIGHT GAUGE SHAPES. GALV. A653 - 97 SS GR.50 FY = 50 ksi GR. D -- -- ROOF & WALL SHEETING . ., : EXPIRES 12/26/03 , WIND OR SEISMIC FORCES. A792 - 97 SS GR.50B FY _ 50 ksi GR. D 26GA ROOF & WALL SHEETING A792 -97 SS GR.50B FY = 50 ksi GR. D 24GA BOLTS A325-97, TYPE 1 PURCHASER APPROVAL: STEEL PIPE A53 -97 GR.50 F'Y = 35 ksi MIN, COMPANY: STRUCTURAL TUBE A500 - GR B i MI Aeoc)/4'dr I (WE) HAVE REVIEWED ALL INFORMATION CONTAINED HEREON AND CABLE A475 - C le 4,9 HAVE FOUND IT TO BE CORRECT. ACCURATE AND CONSISTENT WITH SIGNING PARTY: MY (OUR) INTENT AND PURPOSE. I (WE) HEREBY REQUEST FABRI- 2002 AP R 2. PRIMER CATION BE COMMENCED. AND ACCEPT ALL PURCHASER RESPONSIBILITIES. TITLE Fr°r';p SHOP PRIMER IS A RUST INHIBITIVE PRIMER. THIS PAINT IS NOT INTENDED FOR LONG - TERM EXPOSURE TO THE ELEMENTS. I (WE) FURTHER STATE THAT I (WE) ARE AUTHORIZED REIN} MIUU E ►M 3. A325 BOLT TIGHTENING REQUIREMENTS TO PROVIDE ACCEPTANCE ON BEHALF OF THE LISTED COMPANY. DATE: ALL HIGH STRENGTH BOLTS ARE A325 UNLESS SPECIFICALLY NOTED OTHERWISE. DIRECT TENSION CONNECTIONS UTILIZING A325 BOLTS ARE IDENTIFIED BY ' x '. BOLTS IN THESE CONNECTIONS ARE TO BE INSTALLED AND TIGHTENED USING THE ' TURN -OF -NUT ' METHOD IN ACCORDANCE WITH SECTION 8.(d) I OF RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING • REVISIONS: JOB NO, ASTM A325 OR A490 BOLTS (11/13/85). ENDORSE BY AISC. IT IS THE BUILDERS RESPONSIBILITY TO ASSURE PROPER .1 /2. /0 2 TIGHTNESS. 2002 MORGAN ROAD S UNNYSIDE, WA. 98944 ALL OTHER BOLTED CONNECTIONS UTILIZING A325 BOLTS ARE SHEAR /BEARING CONNECTIONS. BOLTS IN THESE CONNECTIONS (509) 839 -7000 ARE TO BE INSTALLED AND TIGHTENED TO SNUG TIGHT CONDITION IN ACCORDANCE WITH SECTION 8(c) OF THE ABOVE BUILDING SYSTEMS FAX (509) 837 -8064 B04239 REFERENCED RCSC SPECIFICATION. THREADS ARE NOT REQUIRED. BY DESIGN. TO BE EXCLUDED FROM SHEAR PLANE, UNLESS SOLUT I ONS + SERV I CE 0 I _ op , 4 — 4- SPECIFICALLY NOTED. ., I . I i I 1 I' I' I I 1. . �"" i i i` 1 i" i � „ i i � 1 i ; i -.., . ' I I I i l I ` I I Y I i I I . ' I 0 Inch 1/16 1 L 3 , , . d 5 6 V l . L t i, t .i : c) f � C.-- � � . t - - _. - - -- -- L l o I d i i Ii I I I I I I I I I I I I II IiiiiI I IIIIIIIiIIIIII��d iiiliiii1iiliIIIII IIIIIIII IIIIIIII II IIIi III WIIIIII�IIII II I IIiilii�i�ii�iIIIII • . I • ECOLOR 1 1/4' 1 [ . 4' -- • -F4 -4' __:; - 4. 12' - - 12' 12• 1. 36' �LLIL 'R -36' ROOF PANEL ` �`� z 7rAS� I. .k u . W -36 WALL PANEL I ,':- ?', Fy = 50 ksi .' %; V . q c,,, . ;_ , !' „d 36'197 ..Q 4 i. ; . DRAWING SYMBOLS AND CODES EXPIRES 12125103 PART MARK & ABBREVIATION GLOSSARY - THE FOLLOWING p�pR 1 9 ABBREVIATIONS ARE USED AS PREFIXES FOR PART MARKING 2 15/16' IN THE FOLLOWING CONVENTION: EX. COL 1 OR XB3. 2 1/8' 2 iii RF - COLUMN AND RAFTERS ��1' EC - ENDWALL COLUMNS NOTES DO NOT PLACE AUXILIARY LOADS —3/4' ON PURLINS OR GIRTS UNLESS E FB FLANGE STRUT 12' BRACE FOR GIRT AND PURLINS G GIRT THEY ARE DESIGNED FOR THESE DH - HEADER LOADS. WHEN HANGING AUXILIARY 12' DJ I 10 1/8' PW - PARTITION WALL COLUMN LOADS FROM PURLINS. DO NOT - PURL - CB - CABLE, ROB, AND ANGLE BRACING SUPPORT OFF BOTTOM FLANGE 2 3/8 - - - EAVE OR DRILL HOLES IN BOTTOM 1 _3/4' FLANGE! 12' GIRTS — G 12' DOOR /WINDOW FRAME RAKE CHANNEL RC -14 (14' —0') PURLIN 8. GIRT LAP INDICATOR - OVERLAPS FOR CONTINUOUS ........,... : . _ - ' ' - Fy = 50 ksi JAMB — DJ HEADER — DH Fy = 50 ksi PURLINS & GIRTS ARE CODED AS FOLLOWS • Fy = 50 ksi _1' 2- 3/ 4 1' 2- 3/ 4 - 1' 2- 3/ 4 LAP 2 1/8' 2�1 2' 5- 3/ 4I2 5- 3/ 4 ' t I +1 , 2' 5- 3/ 4 LAP `� -3/4' ; / - . lot 10- � 1: v. 6' 1 1/2' 1 3/8' VARIES 2 3/4' f - '1 r_ -- .I r 1 1/8 REC:tI rFD - I 2' 1 1/2' 1 3/8' cm/ nl- TI Ik . J -3/4' T 1 3/8' T 7 7 MAR 2U ?no? 10' PURLINS — P 10' CEE PURLIN — P EAVE ANGLE SEA— BASE ANGLE BA -14 RAKE ANGLE . RA -14 SAG ANGLE SA -14 OR SAG ANGLE SA -25 Fy = 50 ksi JAMB — JB HEADER — HD 16GA. x 14' —0' 16GA. x 14' —0' 16GA. x 14' —0' • 16GA. X 14' —0' .09GA x 25' —0' PERM" CEN∎: Fy = 50 ksi Fy = 50 ksi Fy . = 50 ksi Fy = 50 ksi Fy = 50 ksi Fy = 50 ksi DATE N0. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGER #3 DRAWING NO. 02/11/02 FILE NAME CHECKED ENG REV 2002 MDRGAN ROAD COMPONENT S HEET CS SU (509> 839-.7000 944 LOCATION : T UKWILA, WA JOB NUMBER FAX (509) 837 -•8064 B04239 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEELCRAFT SHEET OF ' TO SCALE SOLUTIONS +SERVICE I I s • � i I ( 1' I' . I I i I i; i i •i i 1 I � � � 1 t X 1 1 1 i 1 ,' , ._ i i • I � � I 1 I I B 1 �, I i I - I • 0 Inch 1/16 1 2 3 A 5 6 1 1111111111 iiilliiiiiiiiibiiiiiiiiiliiiiilililliffii iiiliLl111 1111iIIi1Iii►IIIIi1iliiliiii 111111111 1►iilliiiiiililiiil iiiiliililiiiiliLli1Wild . • ® 300' -2' 1' 0' 60' -1' 0 60' -0' O 60' -0' O 60' -0' O 60' -1' 30' -1' 10 30' -0' 30' -0' 0 30' -0' 30' -0' 0 30' -0' 30' -0' O 30' -0' 30' -0' O 30' -1' 30' -0' 0 30' -0' 5' 11 O , 5 , N 0 1 c 5 ' D' • X- BRACING X- BRACING X- BRACING D E K ® E K E ® K E K ® K X- BRACING D O O 0 1 L ±3.79k _ E • cRi op WIND o ?u 0 2A El G ® G , ® ® ®G A r CO ci o .n o 1 O I O O N N fU In 0 3A • • ® ® G Cu ' ® ® ®G A a Q Cu ■ • C) Cu I 1 N B 1/14 JPi a ®c C c B � N OJ J r O Cu ' ■ O ^" I D N I ii 360' -2' . RECEIVED ANCHOR BOLT PLAN CITY OF Tt11 <�n,rll A ..nY "� ^.•�� OLL.I,44 . NOTE: ALL BASE PLATES @ 100' -0' <U.N.) MAR 2 D ?nu r, wt1s yJ r c t,, PERMIT C:tid I Eh O v ^ , ` . ; - . : � , A FEB 1 1 2002 '16 4 cISTE. '''� f 4"; • ' ,SIO1�iAL 1 EXPIRES 12/26/ 03 j DATE NO. REVISIONS BY CHK DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : EXECUTIVE HANGER 3 DRAWING NO. 10/16/01 41) S U, 2002 MORGAN ROAD FILE NAME CHECKED ENG REV SUNNYSIDE, WA. 98944 LOCATION TU KWILA, WA JOB NUMBER AB FAX (509) -8064 ANCHOR BOLT PLAN THIS DRAWING IS NOT BUILDING ' SYSTEMS BUILDER : STEEL CRAFT SHEET OF TO SCALE •OLUT I ON• +SERVICE Z 30 1 .1 1 i 1 . 1 I 1 I I 1. I I I • r I i I i l i .. l i- i H i i i i I I i ' ! i i-' I I I I i 1 I 1 i I 0 Inch 1/16 1 2 3 , 5 6 r , -Vii.r "„ ' i . ... ... .......wry- �........_........r- _.-- --�_._ _ - - -- - --- ......_ s 1 I t ; t Gi i <- - U � f - , - _ r �: U • L; z i a 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIkIIiIIIIIIiIIIIIIIIIiIIIIIIIIIIII IIIIIIIII IIIIIIIIII►IIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIII1 ........__________........._._.____._.______ • Dia= :3/4' 4 Dia= 3/4' 6- 6' .9 0Q� r 1 D' A D' A BRACING REACTIONS, PANEL SHEAR r *I - - i - I N 0 ° Bracing (k ) Panel Shear ■ O I 0 --- '-" p I° 1 2 3` 4 1 `" 2 3 4 Wall Col Horiz Vert Load at 0 4' 0 4' 1 - 1 1 ! } 1 1 I - Id - - --I Id Reactn Reactn Base Angle (lb/ft) ' O (O i _i__ I I I ! I I EW 3' D 10,11 - J-- 10' LINES 1', 9 REACTION (KIPS) 6 ,7 ±1.82 ±1.30 WIND SW BI;+ -12, LINES 3, 7 REACTION (KIPS) DESCRIPTION SUPPORT HORIZ VERT . 3 ,4 ±4.55 ±3.19 SEISMIC • DESCRIPTION SUPPORT HORIZ VERT D +L 1 -0.52 26.52 11,0' 2' 2' D +L 1 -1.11 9.12 D +L 2 0.00 19.42 See Plan See Plan D +L 2 0.00 19.90 D +L 3 0.00 22.52 D +L 3 0.00 20.24 D +L 4 0.52 30.34 DETAIL A DETAIL E D +L 4 1.09 32.08 D +V 1 ±8.67 -13.50 Dia =3/ 3 8 - Dia= 3/4' ° +Y 1 ±9.20 -10.69 p +W 2 0.00 -19.2 NOTES FOR REACTIONS ' 3 D +V 2 0.00 -19.67 D +V 3 0.00 -23.28 W - 32 6 D +V 4 ±1135 -20..00 193 D +V 4 ±11.37 -20.18 Buitdin reactions are based on T- 1 _16" - I ` �co LINE 5 REACTION (KIPS) the following building data: ■ 010 4' - -T-- DESCRIPTION SUPPORT HORIZ VERT C Width (Ft) = 63' -2' D +L 1 -0.52 . th <f t) = 300' -2' ~_ D A D +L 2 0.00 19.42 Len 9 N 0 I 0 0 I 0 -,. 1942 D Eave Height (ft) =22' 7 3/4'/22' 7 3/4' 4 ° 4 +L 3 0.0 8.41 Roof Slope a (rise /12) = 1.0/ 1.0 - ' - 0 0 ; 3 , D +L 4 0.52 4 2 48.49 D +V 1 ±8.75 -13.63 Dead Load psf ) = 5.0 10 1/2' L - - D +V 2 0.00 -19.00 Collateral Load (psf ) 3.0 2' 2' 1 2 3 `- 4 D +V 3 0.00 -23.66 Live Load (psf ) = 20.0 1 i I I D + V 4 ±11.47 -24.72 Snow Load (psf ) = 25.0 SW 2' 2' Wind Load (psf ) = 19.60 5 . LINES 0' REACTION (KIPS) Wind Code = UBC 97 DETAIL B DETAIL G DESCRIPTION SUPPORT HORIZ VERT = C Exposure D +L 1 -0.42 3.33 Closed /Open = P Dia =1' 8- Dia= 3/4' D +L 2 0.00 8.52 Importance = 1.00 D +L 3 0.00 10.89 Seismic Coeff = 0.36 r 1 2' - 7/8' D +L 4 0.42 21.70 ___T___ 11 7/16 f 4' D +Y 1 ±5.19 -7.49 D' q Seismic Zone = 3 I D +Y 2 ± ° I ° D +V 3 ±4.46 -11.81 N °° o I O O I ±4.46 "- D +V 4 ±5.04 -13.30 ANCHOR BOLT SUMMARY 1 2 3 4 .L I O° I, SW 1 ' 1 1 1 - - -- I 10 1 /2' E W LI NES 11 RE (KIPS) ant Loc Dia Pro j SW 2' 2 ' 1' - 3 7 / 16' DESCRIPTION SUPPORT HORIZ VERT Dia (in) (in) ' D +L 1 -0.59 4.64 0 16 EW 3/4 2.75 See Plan D +L 2 0.00 10.12 O 72 RF 3/4' 2,75 DETAIL C DETAIL J D A D +L 3 Jit 10.60 Dia= 3/4' Dia= 1' D + V 4 9 24. O 6 WF 3/4' 3.00 r �' -1 I- 8 -~1 , D +V 2 1 t4.96 ±4.46 -10.77 + D +V 3 ±4.46 -11.97 W T - T - 1 D +V 4 ±5.34 -11.97 1 ■ ° I° - 4 ' N_ O I 0 1 N o � 0 4' N o 0 4 ' . LINES 2, 4, 6, 8, 10 REACTION (KIPS) r - --I - i -1- DESCRIPTION SUPPORT HORIZ VERT ' D +L 1 0.7 35.04 �1 I 2 10' , ,7L1 - - - . , ., 2 2" SW 2' 2, 10 D +Y 1 13.60 - 13.25 (�� ' I � - .Lr Is 5• See Plan LINE A REACTION (KIPS) •• pi si -,' � DETAIL D DETAIL K DESCRIPTION SUPPORT HORIZ VERT 2_,, '..q. .. • . p4 Dia =3/4' ° A D +E 2 ±10.83 2.53 r v D +V 1 ±5.42 -6.22 ,�, 4 • D+11 2 ±5.42 -1.05 RECEIVED � ��;µ,'. 4' i I I . D +L 1 -7.10 19.76 CITY OF TI iKavl� U f ' 1 D +L 2 7.10 19.76 � ' � . MAR 2 6 ?00? �0 0 ioNAL . �; •� LINE 1' REACTION (KIPS) NOTE: REACTIONS FOR WIND AND /OR • °D o o � DESCRIPTION SUPPORT HORIZ VERT ��F�Mn cEIVTF� D +L 1 ±0.71 32.37 SEISMIC ARE REDUCED 25% EXPIRES FEB 12/261 1 1 0 2002 i 10' 1 D +V 1 ±3.48 -13.18 • SW EW DETAIL L DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER HANGER #3 DRAWING NO. 10 - 11 - 01 FILE NAME CHECKED ENG REV 2002 MORGAA ROAD ANCHOR BOLT P SUNNYSIDE, WA. 98944 LOCATION : TUKWILA, WA JOB NUMBER AB (509) 839 - 7000 B04276 FAX (509) 837 - 8064 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEEL CRAFT SHEET OF TO SCALE •OLUT I ON$ ♦ SERV I CE • ' I I I I I 1 1 I 1, 1 � i I i i I I i l 1 , I i I , , I `: 1 ` I I I , , I I I I 0 Inch 1/16 1 2 3 4 5 6 'i f ti TTm + , I g L -__ _ IT L l 0 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII IIIIIIIIIIIII I I I�III I IIIIIIIIIIIIIIIIIIIIIIf IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIhII III11 • • • 1 SPLICE BOLTS CAP PLATE BOLTS _ MEMB R SIZE TABLE fin) Splice Top Of Plate Bottom Of Plate Col PIECE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Mork Ont Typ Dia Len Qnt Typ Dio Len Id Qnt Typ . Dio Len START /END THICK I LENGTH _ W x T x LEN W x T x LEN • *SP- 1 4 A325 5/8" 2 1/4" 4 A325 5/8" 2 1/4" RF5 -5 4 A325 0.625 1 3/4" RF5 -1 10.0/16.2 0.188 124.8 6 x 1/4" x 219.0 6 x 1/4" x 194.7 •SP- 2 4 A325 5/8" 2 1/4" 4 A325 5/8" 2 1/4" RF5 -6 4 A325 0.625 1 3/4" 16.2/22.0 0.188 144,0 6 x 1/4" x 48.0 6 x 1/4" x 48.0 •SP- 3 4 A325 5/8" 2 1/4" 4 A325 • 5/8" 2 1/4" RF5 -2 22.0/22.0 0.188 144.0 6 x 1/ x 236.2 6 x 1/4" x 236.2 •SP- 4 2 A325 5 /8" 2 1/4" 2 A325 5/8" 2 1/4" 22.0/22.0 0.188 142.1 6 x 1/4" x 48.0 6 x 1/4" x 48.0 • RF5 -3 22.0/22.0 0.188 42.0 6 x 1/4" x 73.8 6 x 1/4" x 73.8 . 7FLANGE BRACES: Both Sides (U.N.) - - 22.0/22.0 0.188 129.7 6 x 1/4" x 240.0 6 x 1/4" x 240.0 FBxxA(1): xx= length(in), (1) =one side 22.0/22.0 0.188 144.0 A - L2x1 /8 • RF5 -4 22.0/16.1 0.188 144.0 8 x 1/4" x 31.8 8 x 1/4" x 48.0 • 16.1/10.0 0.188 122.4 8 x 1/4" x 48.0 8 x 1/4" x 192.2 8x 1/4" X216.5 RF5 -5 W10x12 0 6 RF5 -6 W10x12 I HB -1 W08x10 2' -8 5/1 4' -0 3 16" - 5 SPO 4 ' - 0" . to m FB37. 1A(11837.31A 1) F8 7, 3 1A(1) • S C 12 1 F837 1 A( 1 ) _ - v __ . 1A (1 � FB37, a 1" 1�2 F837 o - - _ _ ( ��// FB37. to 1) 1 m ---r- IG T • • N - N I a ° RF 5 -2 V RF5 v H8 -1 .� a f ' I i 1 N N • O I M> m • ti. O 1 ■ I _ s .: :..� ; .9 coN i ■ I I I + � 1 ' k�.t 1 X11 ^ M o: o + u, r .+ o I La. 1 �I L a I V t' ; " '� } d' N I Li. te 41:4 ^ f ~ Y " 'yi N en I NV NV 02 C.) H n � yy I �i� 36 y;), ., ,d P .1 j : CIST� �` �hh „ 1- SS IONikt . I 1 1 EXPIRES 12/2 0 . REC:I\JED FEB Al so I 2002 r,.ITY OF UKlnrn IVAR 2 5 2002 i ® a2 t I ern ",.. - -1 7 r __L .L_ .L _ % 'F12i1i! I .I:f� ((.-h a� L- ,,, ,,,,,, I 10" 1 - 10 1/2" 12' -1 1/2" ♦ 17' -9" 1' -10 1 /2" 10 1/2" F- CLEAR +/- • CLEAR +/- +--+ 14' -10" 20' -0" 20' - 6" *-L . oo I • 55' -4" OUT -TO -OUT OF STEEL iv O A' RIGID FRAME ELEVATION FOR FRAME LINE 0' DATE N0. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE OWNER 3 EXECUTIVE HANGER 3 DRAWING NO. 02/08/02 FILE NAME CHECKED 'ENG REV 2002 MORGAN ROAD RIGID FRAME SECTION JOB NUMBER SUNNYS[DE, WA. 9894 LOCATION : T UKWILA, WA FS FAX CS0 9) 3 837�8064 FRAME LINE O B04239 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEELCRAFT CONSTRUCTION SHEET OF TO SCALE SOLUTIONS + S E R V I C E 0 IC) 0 Inch , 1/16 1 2 3 4. 5 6 • ,j A e /Tx- rrrrorrre IIIII�IIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIII! IIIii1111111IIIIIIIIIIII�IIIIIIIIiIii III Iii il i IIIIIII III III illllI IIIIIII IIlI 111111IIIIIIII 111111111 --__________ . . SPLICE BOLTS MEMBER SIZE TABLE (in) Splice Top Of Plate Bottom Of Plate • PIECE WEB D PTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Mork Ont Typ Dia Len Ont Typ Dia Len STARTJENO THICK _LENGTH W x T x LEN W x T x LEN _ 'SP- 1 4 A325 1" ' 3" 4 A325 1" 3" RF6 -1 18.5/30.6 0.188 144.0 8 x 3/8" x 240.0 8 x 3/8" x 240.0 •SP- 1 6 A325 3/4" 2 3/4" 30.6/39.2 0.188 102.9 8 x 3/8" x 77.3 8 x 3/8" x 76.3 *SP- 1 4 A325 5/8" 2 1/4" 39.2/44.9 0.250 72.0 *SP- 1 2 A325 5/8" 2 1/4" 2 A325 5/8" 2 1/4" RF6 -2 44.9/39.2 0.250 72.0 8 x 1/2" x 107.4 8 x 3/8" x 106.2 39.2/28.1 0.188 132.8 8 x 1/2" x 240.0 8 x 3/8" x 240.0 FLANGE BRACES: Both Sides 28.1/16.0 0.188 144.0 U.N.) RF6 -3 44.9 39.2 A L: length(in), (1)=one side 2x1/8 S H8 -2 8.0/10.0 0.134 6 x 1/4" 6 x 1/4" H8 -3 44.9/39.2 • 2' - 5 161 -0" 1P -0" C-0 3 16" 5 SPO 4 ' -0" 2' -9 13 16 " 6 SPO 4' -0" is to FB5 -A�j F051 9A(1) . S. C ,Q1` FB4' ( _ �/ -o F84 !,(1) .1. 'a . 12 FB4 ( ® — � 1 FB 7•1•(1) °. — _ — FB4 ( 12 _ i -" L. _ � - _ to r- _ E8 -1 o f ft., RF6 -1 y 7 j � RF6 -2 . N a � in N N I • • o 1 m ' s "'- s 01 m C.` ..2._ i w " i co N In = I s - `` 'a O ■ , r _ J; , H8 - + r36197 r 5•.) p I vat, , t��'' G'ISTY�ti` � SS1ONAt 4 In a K _ � m�-- � ��; 2/26/ 03 1 EXPIRES 1 FEB 1 1 2002 It 0 I I I RECEIVED I CITY OF TIJKWILA • iy AR 2 3 2002 `� PERMIT CENTER 0 I • CO `r s _ 55 -4` OUT -TO -OUT OF STEEL I RIGID FRAME ELEVATION O FOR FRAME LINE 1" DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : EXECUTIVE HANGER 3 DRAWING NO. 02/08/02 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD RIGID FRAME SECTION S UNNYSIDE, WA. 98944 LOCATION : TUKWILA, WA JOB NUMBER • F6 FAX 50 8 3 7 8064 FRAME LINE 1' B04239 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEELCRAFT CONSTRUCTION SHEET OF TO SCALE SOLUT I ONS +SERVICE 'S 3 b . I _ 1 1 1 1 . 1 I •I •I I I •I i l ; r 1 1 i i i I 1 I1 ; 1 1 1 1, y ' '+ I I I I 1 1 1 .1 i' I • 0 Inch 1/16 1 2 3 4 5 6 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIihIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ........, , • • SPLICE BOLTS CAP PLATE BOLTS MEMBER SIZE TABI E (in) Splice Top Of Plate Bottom Of Plate Col PIECE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Mark Ont Typ Dia Len Ont Typ Dia Len Id Ont Typ Dia Len _START /END 1 HICK LENGTH W x T x LEN W x T x LEN 12.0/21.9 0.134 144.0 6 x 1/4• x 213.8 6 x 3/8' x 232.2 RF1 -1 •SP 1 6 A325 3/4 3/4' 4 A325 3/4 3/4' RFI -5 4 A325 0.625 2 1/4" 21.9/28.0 0.188 120.2 6 x 1/4' x 48.0 LISP- 2 6 A325 5/8' 2 1/4' 4 A325 5/8' 2 1/4' RF1 -6 4 A325 0.625 2 1/4' 6 x 1/4' x 37.4 ■ - A325 3/4 3/4' 4 A325 '3/4 3/4' RF1 -2 28.0/28.0 0.188 144.0 6 x 1/4' x 240.0 6 x l/4' x 240.0 'SP- 4 4 A325 5/8' 2 1/4' 4 A325 5/8 1/4' 28.0/28.0 0.188 144.0 6 x 1/4' x 100.4 6 x 1/4' x 2 100.4 . ■SP- 5 2 A325 5/8' 2 I/4' 2 A325 5/8' 2 1/4' - 28.0/28.0 0.188 54.8 VFLANGE BRACES: Both Sides (U.N.) RF1-3 28.0/28.0 0.188 42.0 6 x 1/4' x 223.1 6 x 1/4' x 67.4 28.0/28 0.188 123.8 6 x 3/8' x 84.3 6 x l /4' x 240.0 FBxxA(1): xx= length(in), (1) =one side • 28.0/280 .0 . 0.188 144.0 A - L2x1 /8 RF1 -4 28.0/20.4 0.188 144.0 8 x 3/8' x 38.0 8 x 1/2' x 102.5 - 20.4/12.0 0.188 122.7 8 x 3/8' x 48.0 8 x 3/8' x 132.3 8x3/8' x 216.4 RF1 -5 W10x12 ro RF1 -6 V10x12 I ;o HB -1 W08x10 co ∎ HB - / 8.0/12.0 0.134 6 x 1/4' 6 x 1/4' N C o 0. v I c 7 SP8 4' -0' 6 S Pe 4' - 0 • � 1. . FB FB41;= C1) FB�56ACI) ■ , FB4. ` \ FB4 CC1) `, AC I) ' ; v 1 F84151.00) FB4 12 FB4_ -AC1) o _ -. _ --- -�_ FB4I.1) ... • ll 1 � Itii � -0. M I � I MIIIIIIIIImm HB -1 • 11•1 It lc RF1 -2 R a N il! H 1 I f u M I Q e v ., a Cs r � , 3SP 1/16' 6' _ o � 1 : � 4 Y I ' �(. /. . 5 r.... I 1 I I , N s i - 1. u v cn Co N N I + cv I Q G Q ' 41. Q G 1 ^ wQC N I . Cr) ex Zr it • • _ co.. O ... d . * + y . ' `rs " s II aD 12!2 CLEAR 610 1 . • EXPIRES I f EB 1120l - v I r - - I -L ( CITY OF - MK I Nu A RECEIVE? ...... »m � _ • 10' _ ' -4 5/8' CLEAR +/ .. 17' -2 5 +8_ 2' -4 7/8• .1.. 101/2• A R T) ' (l (l / 0 20' -0' 20' -0' 2 0' -6' PERMIT CEN "I ER I co Zr -- _ 60' -6 OUT -TO -OUT OF STEEL cu D' A' RIGID FRAME ELEVATION FOR FRAME LINE I', 5, 9 ' DATE NO. REVISIONS BY CHK, DATE DRAWN ENG CHECKED 40 Am DRAWING TITLE: OWNER : EXECUTIVE HANAGER 3 DRAWING NO. 02/08/02 FILE NAME CHECKED ENG REV 2002 MORGAN RO SUNNYSIDE WA. 96944 AD RIGID FRAME SECTION LOCATION 1'UKWILA, WA JOB NUMBER F1 FAX ( 509) 3 837 -8064 FRAME LINE 1' 5, 9 Bo4239 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEELCRAFT CONSTRUCTION SHEET OF TO SCALE OOLUT I ONO + OERV I CE l0 30 .1 1 i . t 1 ' I ' 1 ' ( ' I ' 1 ' 1 . I i i i ', i i i l I i , i I I i i i l i ' i i i ' - i ' 1 ; ' I 1 i 1 ,. , I 1 . I I 0 Inch , 1/16 1 2 3 4 5 6 Y ° -1! y r 3,......:, 1 s 111111[I diiilIIIIdIIIIIIIIiIIii iilil IIIIIIIIIIIIIIIIIIIIIIIIII.II I IIId iIIIIIIIIIIIliIII IIIII IIIIIII IIIIIIII IIIIItIIIIIII ,....;..___ • SPLICE BOLTS MEMBER SIZE TABLE (in) W B 0 PTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Mork Top Of Plate Bottom , Plate • PIECE START L ND HICK NGTH W x T x LEN W x T x L N Mork OM Typ Dia Len Qnt Typ Dio Len RF3 -1 16,0 28.1 0.250 144,0 8 x 3 8 x 79.5 8 x 3 8 x 81.2 •SP- 1 4 A325 '1" 3" 4 A325 1" 3" 28.1/40,1 0.250 144.0 8 x 1/2" x 240.0 8 x 1/2" x 240.0 SP -- 2 4 A325 5/8" 2 1/4" 40.1 /47.6 0.250 92.9 8 x 1/2" x 60.0 8 x 1/2" x 57.0 *SP- 3 6 A325 3/4 2 3 RF3 -2 47.6/42.8 0.250 61.0 8 x 1/2" x 228.0 8 x 1/2" x 224.8 •SP- 4 4 A325 5/8" . 2 1 /4 " 4 A325 5/8" 2 1 /4 " 42.8/30.7 0.250 144.0 8 x 3/8" x 119.4 8 x 3/8" x 121.5 FLANGE BRACES: Both Sides(U.N.) — 30.7/18.7 RF3 -3 47.6/42.8 0,250 144.0 A FBxxA`1): 1 xxx= length(in), (1) =one side HB -2 8.0/10.0 0.134 6 x 1/4" 6 x 1/4" B - L2.5x316 HB -4 W8x10 1: -0" 1' -o" 2' - 13 5 16 4' -0 3 16" • 7 SPO 4,-0" 6 SPO 4' -0" to is _ FB5 1 : (1'35 FBS B(1 k Nor ,Gfil" FB a .r o FB41.94A(1) ' ' 1 fB 1) 12 • FB �9A(1) ,� FB3: 1 v at rn • 1 . HB -4 "rn 1 a RF3 -1 ---L----"."-: RF3- 2 n ' I --] N N N o 0 PORTAL FRAME 1 a a I T. NH a - ' ' 1 in M I 1' -2 1 16 1 , 1 1 0_,'„, 1,.--1 7 7 ^• ' a N h M 4) j ,r ..,, i _I \1;- a . _..-.3., , t.,; 13 ,F . ; r/ • �v ' I ; i n r '. 467041W.1 CO I • EXPIRES 12/26/ 63 1 • FEB 1 1 2002 -r RECEIVED .,,, , n,, • CITY OF TIJKIWILA • . MAR 2 5 2002 In 5: __, !' ERMC CLNTE 1 60' -6" OUT -TO -OUT OF STEEL N - - O RIGID FRAME ELEVATION O FOR FRAME LINE 2. 8 ill s DATE NO. REVISIONS BY CHK, DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : EXECUTIVE HANGER 3 DRAWING NO. 02/08/02 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD RIGID FRAME SECTION JOB NUMBER • SUNNYSIDE, WA. 98944 LOCATION TU KWILA, WA F3 -1 FAX <50 9) 3 837�8064 FRAME LINE 2, 8 B04239 THIS DRAWING IS NOT BU I L D I NG SYSTEMS BUILDER : STEELCRAFT CONSTRUCTION SHEET OF TO SCALE *GLUT I ON$ + SERVICE -7 30 I I I , , I I I 1 1 I i I 1' 1 I :; I� I i i i ri ! iii i i l i i l i • . ;. ', I ( I I I • I •• I. 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IIIII IIIIlii i IIIIIIIIIIIIII IIIIIIIIIIIILIIIIIIIIIIjil • SPLICE 'BOLTS CAP PLATE BOLTS MEMBER SIZE TABLE tin) Splice Top Of Plate Bottom OF Plate Col • PIECE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Mark Ont Typ Dia Len Ont Typ Dia Levi Id Ont Typ Dia Len S TART /END THI " LENGTH W x T x LEN W x T x LEN 12.0/20.3 0.188 120.2 6 x 1/4' x 213.8 6 x l /4' x 232.3 ■ RF4 -1 SP- 1 6 A325 3/4' 2 3/4' 4 A325 3/4' 2 3/4' RF4 -5 4 A325 0.625 2 1/4' 20.3/28.0 0.188 144.0 6 x 1/4' x 48.0 *SP 2 4 A325 5/8' 2 1/4' 4 A325 5/8' 2 1/4' RF4 -6 4 A325 0.625 2 1/4' 6 x 1/4' x 37.4 ■ SP- 3 6 A325 3/4 2 3/4' 4 A325 3/4' 2 3/4' iSP- 4 2 A325 5/8' 21/4' 2 A325 5/8' 2 1/4' RF4 -2 28.0/28.0 0.188 144.0 6 x 1/4' x 240.0 6 x 1/4' x 240.0 28.0/28.0 0.188 144.0 6 x 1/4' x 100.4 6 x 1/4' x 100.4 28.0/28.0 0.188 54.8 • FLANGE BRACES: Both Sides(U.N.) - RF4 -3 28.0/28.0 0.188 42.0 6 x 1/4' x 223.1 6 x 1/4' x 220.8 FBxxA(1): xx= length(in), (1) =one side 28.0/28.0 0.188 123.6 6 x 3/8' x 84.1 6 x 3/8' x 86.5 A - L2x1 /8 28.0/28.0 0.188 144.0 RF4 -4 28.0/20.4 0.188 144.0 8 x 1/2' x 38.1 8 x 3/8' x 234.7 ' 20.4/12.0 0.188 122.6 8 x 1/2' x 132.3 • 8 x 3/8' x 132.0 RF4 -5 V10x12 RF4 -6 V10x12 HB -1 W08x10 1' -0' 2' -8 5/16 4' -0 3/16• . 7 SP2 4' -0 ' 6 SP2 4' -0' • :z) Zo ,Z.1.1. 1• f B4154) FB = (1)F Bg1 1' -0• ,gAA(1) o FB A(1) 6 , 'r ' r 1. • 12 . FB4 . 6At1) _ FB4 ;:A(1) 12 _ ri ° HB -1 ' ad 0, RF4- H • in RF4 -2 3 ! IN - 1 a.' a rn y K x . 1 ci ■ 1 in OC Cr i W 1 W V' Q a ' ' III' '�..'' 7 ;, / , J ; N < • J NJ J am• � %► �1y r `� oOC ^ CP J IU d N V N V O1, '.r',.r l k �. /4.. < 1 {v Z Y ''-... SS1O N ?�S. ''' ,.,•-:'-. c' � .�u*. , . EXPIRES 121261 0 1 . . F EB 1 1 200a . 1 I RECEI■ _D ,, srmrn J_ .L_ 1__ ,,,;>,,. . - +nn I A 10' 2' -4 1/2' 16' -9 1/2' 17' -2 5/8' 2-4 7/8' CLEAR +/- CLEAR +/- ,�10 1/2' MAR 2 5 ?no? 20' -0' 20' -0' 20' -6' •' • Co PERMIT CENTER. r 60' -6' OUT -TO -OUT OF STEEL iU O. O D RIGID FRAME ELEVATION A • FOR FRAME LINE 3, 7 DATE NO. REVISIONS BY CHK, DATE DRAWN ENG CHECKED • DRAWING TITLE: OWNER : EXECUTIVE HANGER 3 DRAWING NO. 02/08/02 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD RIGID FRAME SECTION JOB NUMBER SUNNYSIDE09) , 3 W A. 0 98944 L : T UKWILA, WA F4 (5 8 - 700 THIS DRAWING IS NOT B U I L D i N G SYSTEMS FAX (509) 837 - 8064 FRAME LINE 3 , 7 B04239 BUILDER : STEELCRAFT CONSTRUCTION SHEET OF TO SCALE $OLUT I ONS ♦SERVICE s �0 ii i iii iii .iii1i i i i ', 1 I 1'1 i'.I 1 i L I i i '1 I 0 Inch 1/16 1 2 3 4 5 6 v rl.rti:: J . S1 Vt l LL t1 UT i 2- c-- l L L 1 0 ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII • IIIIIIIIIIIIIII IIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII A SPLICE BOLTS MEMBER SIZE TABLE (in) Splice Top OF Plate Bottom Of Plate • PIECE O) )DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Mark Ont Typ Dia Len Ont Typ Dia Len . START /END THICK LENGTH W x T x LEN W x T x LEN lSP- 1 4 A325 1" 3' 4 A325 1' 3' RF3 -1 16.0/28.1 0.250 144.0 8 x 3/8' x 79.5 8 x 3/8' x 81.2 SP - 2 4 A325 5/8' 2 1/4' 28.1/40.1 0.250 144.0 8 x 1/2' x 240.0 8 x 1/2' x 240.0 h - 3 6 A325 3/4 2 3/4' • 40.1/47.6 0.250 92.9 8 x 1/2' x 60.0 8 x 1/2' x 57.0 *SP- 4 4 A325 5/8' 2 1/4• 4 A325 5/8 2 1/4• RF3 -2A 47.6/42.8 0.250 61.0 8 x 1/2' x 228.0 8 x 1/2' x 224.8 42.8/30.7 0.250 144.0 8 x 3/8' x 119.4 8 x 3/8' x 121.5 FLANGE BRACES: Both Sides(U.N.) — 30.7/18.7 0.250 144.0 RF3 -3 47.6/42.8 FBxxA(1): xx= length(in), (1) =one side A - L2x1 /8 HB -2 8.0/10.0 0.134 6 x 1/4' 6 x 1/4• B - L2.5x316 HB -4 W8x10 1' -0' 1' -0' 2' -8 5/16' 4' -0 3/16' 7 SP2 4' -0 ' 6 SPQ 4 •_ 0 , B(18B57 ) FB 7. c BM So z 11 FB483(1) _ _=L_ F B 51 �: ( 1) ° 1' 4A(U --__Ni � _ F B 44 AC1) ' FB4 ]2, 12 v J �„ L� I 1 ri N. T M HB -4 J 61 co RF3 -1 - a i (al. H RF3 -2A r y r M ° JACK BEAM v a f as �, \ "Q'• ask :� sr • 1• -21/16 6 J" 1 r .� s 11 c �� ° 619 7 V ti �l 6� y r ! v o HB -2 C � n s�{{��rr i TT1,, ; ; `� 1 J f !c EXPIRES 12126103 in a . FEB 1 1 2422 1 I RECEIVED t CITY or: Tip -olio A It',r,rrrr ionfrl 1 A' 1 r_ , PEE MIl ( 4; `. _ _ 60•-6 OUT -TO -OUT OF STEEL �, RIGID FRAME ELEVATION FOR FRAME LINE 4, 6, 10 DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED 0 s DRAWING TITLE: OWNER : EXECUTIVE HANGER 3 DRAWING NO. 02/08/02 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD RIGID FRAME SECTION SUNNYSIDE, WA. 98944 LOCATION TUKWILA, WA JOB NUMBER F3 FAX �509) FRAME LINE 4, 6, 10 B04239 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEELCRAFT CONSTRUCTION SHEET OF TO SCALE SOLUTION$ + $E RV I CE g )10 I I I i , I 1 i i (i 11 I iilili "iiI I iI'II i ii +1 l I 1 i I i, I 1 . I r. I 0 Inch 1/16 1 2 3 d 5 6 ; �° ,W.T.r'„rrry ' Te 4 ). _.. uI -_ 2 _�.- iii -.�_ , ( . Z -< < _ .. __ fit �-- • 51 — L L l_ 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII HAIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII • ___..._:,.,.._ SPLICE BOLTS CAP PLATE BOLTS Splice Top Of Plate . Bottom Of Plate Col MEMBER SIZE TABLE (in) WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE PIECE Mark Ont Typ Dia Len Qnt Typ Dio Len Id Qnt Typ Dia Len START /END THICK LENGTH W x T x EN W x T x N •SP- 1 4 A325 5/8" 2 1/4" 4 A325 5/8" 2 1/4" RF2 -5 4 A325 0.625 1 3/4" RF2 -1 12.0/17.0 0.188 119.7 6 x 1/4" x 213.8 6 x 1/4" x 237.4 *SP- 2 4 A325 5/8" 2 1/4" 4 A325 5/8" 2 1/4" RF2 -6 4 A325 0.625 1 3/4" 17.0/22.0 0.188 144.0 6 x 1/4" x 48.0 •SP- 3 4 A325 5/8" 2 1/4" 4 A325 5/8" 2 1/4' 6 x 1/4" x 31.3 '''SP- 4 2 A325 5/8" 2 1/4" 2 A325 5/6" 2 1/4" RF2 -2 22.0/22.0 0.188 144.0 6 x 1/4" x 240.0 6 x 1/4" x 240.0 U.N.) - FLANGE BRACES: Both Sides 22.0/22.0 0.188 144.0 6 x 1/4" x 106.4 6 x 1/4" x 106.4 22.0/22.0 0.188 60.3 ABxxAL2): =length(in), (1)=one side RF2 -3 22.0/22.0 0,188 42.0 6 x 1/4" x 73.8 6 x 1/4" x 73.8 22.0/22.0 0.188 129.7 6 x 1/4" x 240.0 6 x 1/4" x 240.0 ' • 22.0/22.0 0.188 144.0 . RF2 -4 22.0/17.1 0.188 144.0 8 x 1/4" x .31.8 8 x 1/4" x 48.0 17.1/12.0 0.188 122.4 8 x 1/4" x 48.0 8 x 1/4" x 192.1 8 x 1/4" x 216.5 RF2 -5 W10x12 N RF2 -6 W10x12 1' HB -1 W08x 10 • co N -. I ... O 1 4 ' - 0 �' 3 16" 7 SPO 4' -0" 6 SPO c_o,. • to to .... ri- FB37. lA(1) F837.31A 1 ) FB3 7 . 3 � 1 )FB =1A(1) o FB37. !At sr v. .1 • 1.1.1., FB 7. 1A(1) 'o F83 71, ,A(1) lOr _ �3 FB3k9M 1 �\// 12 FB37 .31A 1) t/1 NI 1 .._____________________________ N RF2 -2 J1 0 RF2 -3 111111 n. HB -1 • a 1 in a O ( N • • I . • - i>r • . a1 , , 8 CO > \ V 1al.. 1 %1, ifs n l :h is ' 7 i• sr m to co 1 ■ �' O 'L .. �- ° r.� r ` ' N I i In + I n O LI c r _y. Co I N n 'II '� a N -. O J N V A ^'J 1'.) / ,;`+)/ i,. } O J Nol NU tee rI ` 17 ,', Y,,jlb NU ,n :,..f.:'4 r ti EXPIRES 12/26103 o frEB 1 i i p I I II @I_L RECEIVED - 1_ "� I orry OF TI II:Vvi1 q 77l77777 I- , , 10O 11' -10 1/2" 17' -3 1/2" /2" • 17' -9" 1' -10 1/2" .. 1 n . CLEAR +/- r CLEAR +/- 10 1/2" IV /-1 N n ;_t ?On? 0 20.-0" 20' -0" 20.-6" . PERM •_.x1.1 co Li I a 60' -6" OUT -TO -OUT OF STEEL 0 IN D � � O . RIGID FRAME ELEVATION 0 FOR FRAME LINE 11 DATE NO. REVISIONS BY CHK, DATE DRAWN ENG CHECKED • DRAWING TITLE: OWNER EXECUTIVE HANGER 3 DRAWING NO. 02/08/02 ' FILE NAME CHECKED ENG REV 2002 MORGAN ROAD RIGID FRAME FRAME LINE 11 SECT SUNNYSIDE , WA. 98 944 LOCATION : TUKWILA, WA JOB NUMBER FAX 0 8064 B04239 THIS DRAWING IS NOT B U I L D I N G S Y S T E M S BUILDER : STEELCRAFT CONSTRUCTION SHEET OF TO SCALE SOLUTIONS ♦SERVICE (0 30 LI 1 I• i • I I 1 I I . I , I ' I i i i l i i i I i i i •. ! i i i i i i •I i i ..•' ' I 1.' I i I ,. I I I 0 Inch 1/16 1 • 2 3 4 5 6 , , $d 1 IIIIIIIIIIIIIIII I IIIIIII IIIIIIIIIIIIILI IIII I IIIIIIiIIIIIIIIIIIIIIIIIIIIIII ►IIIIIIIIIIIIIIiIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 . SPLICE BOLTS MEMBER SIZE TABLE (in) Splice To Of' Plate Bottom Of Plate PIECE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Mark Qnt Typ Dia Len Qnt Typ Dia Len START /END THICK LENGTH W x T x LEN W x T x LEN Sp- 1 4 A325 1.000 2.75 4 A325 1.000 2.75 JB -1 18.0/44.0 0.250 12 x 3/8' 12 x 3/8' 12 x 1/2' x 72.0' Sp- 2 6 A325 0.75 2.75 JB -2 44.0/44.0 0.250 3/4' x 12' 12 x 1/2' . - l' x 12 7 /-•--.,, ii • / ■ 1� 61-. /� I . 1 ' ;''� 1 t L ,, f 1 EXPIRES 12/2 (} j FEB 1 1 2002 60' -0' • 20' -0' 20' -0' 20' -0' SP -2 SP -2 _ L: \ \__ . JB-1 JB -1 • JB -2 — — 3/8' KNIFE PLATE CONNECTION • 3/8' KNIFE PLATE CONT �� MAR ? 1. ? SP -1 SP -1 BRACE .@ 9 ' -0 ' \ \____ , � PERw117 c;r ? �?F; � O.C. SEE PAGE OF FRAME COL. FRAME COL. DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED 0 s u DRAWING TITLE: OWNER : HANGER #3 DRAWING NO. 10/31/01 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD JACK BEAM SU NNYSIDE, WA. 98 944 LOCA : T UKWILA, WA JOB NUMBER JB (509) 839 -7000 B04239 THIS DRAWING IS NOT BUILDING SYSTEMS FAX (509) 837 -8064 BUILDER : STEELCRAFT SHEET OF TO SCALE $OLUT IONS ♦ $E RV I CE I I ?,0 • 1, I'I 1 1 1 1 ;'I'I i' ^' 1 1! 0 Inch 1/16 1 2 3 A 5 6 'i{I .�I V r Sl V[ * Ti ..'"''' [� iT _ � 0 IIIIIIIIIIIIII�IIIIdiiiili�iiliiiilii IIIIIIIIIIIIiIIIIIIIIIIiliIIIIIIIIIIIIIIIiIIIIIIIIII ,IIIiIIIIIIIIIIIiill IIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIII / , r . MEMBER OUTSI DE FLANGE I NSI DE FLANGE V.E.B DEPTH ( I N) NUMBER THK. x WI DTH THK. x WI DTH THK START /END PC 1 3/8' x 10' 1/2' x 10' 1 87' 30.0/30.0 CANOPY BEAM PRT 2 1' x 10' 1 /2' .x 10' 250' 44. 00/44. 00 • PRT 1 1/2' x 10 3/8' x 10 250' 34.00/44.00 ,_ 5/8' x 10' x 12 :: w MEMBER QUANTI TY QUANTI TY L —Iry MK. DEPTH PLATE SI ZE BOLT SI ZE L OR T R OR B II • 11 A 34' 3/4' x 10' x 21 0/4' 1 ' x 2.75' A325 4 4 C O E 44' 3/4'x 10' 1'x 2.75' A325 3/4' 4 4 30' 1 /2' x 10' x 31' 4' A307 J —BOLT 2 2 © II 0 • 1 - 15 7/16' 15 7/16' S8' 9' 15 7/16' 15 7/16' 18' -10 1/2' 21' -0' 18' -10 1/2' OA HAUNCH CONNECTION . 1 r T • 4' - 0 — TOP \'E I W TOP VE I W —� _L I—I PORTAL RAFTER PORTAL RAFTER I- PRT -1 PRT -1 r 1 ---- . 9 7/16' ' H - 41} — . I 4' 0 ' O PORTAL RAFTER , Al> -0. -----j I PRT - 2 I 9 7/16' SEE NEXT SHEET I FOR FLANGE BRACE DETAIL A I ' 0 'BASE CONNECTION � ^ -_ I 4 BOLT PATTERN SPREAD - � IJ.. L `, . '� :': 1MAI FRAME I • ,. '�' . o` /7' , ' ', N CENTERLI NE y ; j� ' `;> iki cv l '. 4 .; \-, % ;I I AL COLUMN i w w ' ,d 46 t L ' � '7 :ti . : " ``' cx J °SI >; , ' w IX _ � ' 4 V 5 i I a w EXPIRES 121261 03 I I FacM E02 CITY OF TUKWII_,q e . . MAR 2 5 200? PERMIT CENTER L 60' -0' . ...I PORTAL FRAME - LI NE A' DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE: OWNER : HANGER #3 DRAWING NO. - 10/31/01 • Still' 2002 MORGAN ROAD PORTA FR AM E JOB NUMBER FILE NAME CHECKED SUN C509) , - 00 LOCATION = TUKWILA, WA PF C509) 839 -7000 THIS DRAWING IS NOT BUILDING • Y S T E M S FAx <509) 839 -0383 B0a2 BUILDER : STEELCRAFT SHEET OF TO SCALE •OLUT I ON$ t $ERV I CE DESIGN LOADS I I 1 I . I 1 i. 1 I I I 1 1 I' I I i �i 1 i i i I ! i i ` i i i . ., 1 1 I 1 1 I ,. I . 1 . 1 I 0 Inch 1/16 1 • 2 ,'3 d 5 6 1 n �► - Wil -n►i rr,' y ��, SL V[ £I - LI i, UI g 2- i E, E ----- 17 ---:- 0 1 IIIII1IIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . IIIIIIIIIIIIIIIIIIIIII IIIIIIII) IIIIIIIII IIII�IIII 111111111111111111111111111111111111111 . ( 4) TEK SCREW W/O WASHER • e*k coy PORTAL FRAME BEAM A- 1 , a 8 A/G Cu FLANGE BRACE 1 \-- PURLI N FROM EAVE - �1 /2" A307 BOLTS FIELD DRILL • FLANGE BR. CLIPS ARE LOCATED @ CLI PS ON PORTAL BEAM • • At' , f;,. DETAIL A `,,� 36197 PORTAL FR. BEAM — FLANGE BRACES . . <rsc. r G EXPIRES 12 /261 03 RECEIVED CITY Qkl UKWiLA FEB 1 1 YLtW14 MAR 2 5 i PERMIT C. EN i-Er• DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE: OWNER : HANGER #3 DRAWING NO. 10/31/01 2002 MORGAN ROAD PORTAL FRAME BRACE JOB NUMBER FILE NAME CHECKED S UNNYSIDE, WA. 98944 LOCATION : T UKWILA, WA PB (509) 8 39 - 7000 B04239 THIS DRAWING IS NOT BU I L D I N G SYSTEMS FAX (509) 839-0383 BUILDER : STEELCRAFT SHEET OF TO SCALE OOLUT I ONO + •E RV I CE DESIGN LOADS ? q I I i I I 1 I I I 1 I I i I i i{ i i i I' I i i i I i i '+ I I I I I i I 0 Inch 1/16 1 2 3 d 5 6 -Wan Tr(,T e : I , E L r 0 ` I � IIIIIIII�IIII I IIIIIIIII�IIII IIIIIIII IIIiIIII llI I IIllIIII�Ii I IIII IIII IIiIIIII l • 1 1 / 2' -4 1/2' ■ 8' -5' . 1 G3x3x5/16 ■ 8' -5 1/2' A325, TYP EACH END 8' -5' 22' -9" 1 2' -4 1/2' _ ' 12g 10" CEE 2'-4 1/2 ► TRACK /--12g 10" CEE JACK BEAM RECEI=rrp 8'-5' (-lTV rlF 7 - i ittbUll q . ► 4'—l" MAR 2, ?on? ":_f_1:.‘ ^ - i 8' -5 1/2' A325, TYP EACH END r 8' 12g DOUBLE CEE , C)1(.7 L3x3x5/16 � ' l r R S 1 2126! c 3 1 • EXPIRES 2' -4 1/2' r FEB 1 1 2002 II DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER HANGAR #4 DRAWING JOB NO. 10/17/01 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD TRACK DETAIL ' SUNNYSID WA. 98944 BTS (509) 83 LOCATION = TUKWILA, WA NUMBER Fax (509) 837 -8064 B04239 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEEL CRAFT SHEET OF TO SCALE •OLUT I ONS ♦ $ERV I CE I I I i I I I 1 I',,I'I i iL . i i i i l i i .:;;i I I 1 I i I Q Inch 1/16 1 2 3 4 5 6 S t ft £;1 [ . ■ 2 �, _ .. I L l 0 i I '` IIIIIIIIIILII Il�iI�[IIIIIII�lIHIj IMI ♦III II I�IIII lll )iiiiliiiil� iii iiiililiI IIiIIIIiI IIILIItII IIIIIILIIIIIIIIII�� • : .,,1/Z 7 / 1 1 I 2' -4 1/2' . I 1 - A - 1 _r___ 22'-9" ' 8' -5' II . u • t L3x3x5 /16 /--12g 10" CEE 1 TRACK 8' -5 - 1/2' A325, TYP EACH END g 10" CEE E E � _ 18 ;_ 9 „ [, 3' -1 1/2" j PORTAL BEAM FRAMES 8' -5' • 2' -4 1/2' 1 2' -4 1/2' -1:::\/ . CITY OF T U II_A 8' -5' MAP 2 200? PERMIT CENTER I f .,�'. ' ,, 1 • ` - . �'` ' �s f {; . i , - -� " . - 8'-5 1/2' A325, TYP EACH END ;r � ,w J • ' \' , j r ' i r ,-.1 if �/' „ . 8' 12g DOUBLE CEE , � • � ;�,; - , c, ,. I ° r �' . � � yJ ^• ` •' 4,41 1 G 3 x 3x5/ 16 - ' 0 � �' , . 2 - .C 8 , -5� :- .....,..*. .. " kr • • EXPIRES 1 2/2 � 3 t - FEB 1 1 2002 2' -4 1/2' . Y I I • DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGAR #4 DRAWING NO. 10/17/01 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD TRACK DETAIL SUNNYSID WA. 9894 LOCATION : TUKWILA, WA JOB NUMBER BTS (509) 839 - 804239 THIS DRAWING IS NOT BUILDING SYSTEMS FAX (509) 837 -8064 BUILDER STEEL CRAFT SHEET OF TO SCALE $OLUT I OMB +SERVICE Ic D I •I'I'I 11.I .•i�ili ii3�iii4jiIIII i.i 0 Inch 1/16 1 2 3 4 5 6 rig , IIIIIIIIII IIIIIIIIlIIIIIIIII IIIIIIIII IIII! iIII IIII1IIII1IIII1IIII1IIIIIIIII I IIIIIIIIIIIIIIIIII I IIIIIII IIi IIIIIIIIIIIiiIIIIIIIIIIII TRIM TABLE • GENERAL NOTES: FRAME LINE 1 & 3 ERECTION NOTES: OID MARK LENGTH 1. START ENDWALL PANELS AT THE PEAK OF THE BUILDING 1 CC -1 10" AND WORK TO THE EAVE.. DO NOT START THE PANELS AT 2 CC -2 5' THE EAVE OF THE BUILDING. FIELD CUT THE LAST PANEL. • 3 RT -14 14' -0' 4 PC -1 1' -11/2' • Y • 4 3 O 3 Ell O �© O© ❑ _ • 0 • . . . . 0 kl U ") CO N 00 I I I 1 f U �, RECEIVED 1 1 1 1 I I I 1 I I j ) « ,I CITY OP TUKWILA in cu in cv cu cu N N cu cu cu cu cu N N N cu in N Co N MAR 2 ,D ?OD? • PEt<t,,i, I ;'ENTER • ` 1 . T, /; ` 4 o / . - - , ., � .,� ` '4 •S ©,), 0 .. - ` , ,/ . , ENDWALL SHEETING & TRIM; FRAME LINE 0' • th= j PANELS: 24 G. R6 - Sun Standard 1 ' -4' IEXP:RES12/26;03 Panel Start FEB 1 1 nu DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : EXECUTIVE HANGER 3 DRAWING NO. 10/30/01 FILE NAME CHECKED ENG REV 2002 MO RGAN RO LL SHEETING PLAN i -- SUNNYSIDE, WA. 98944 AD ENDWALL JOB NUMBER LOCA TUK WILA, WA ES2 <509) 839 -7000 B04239 FAX <509) 837 -8064 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER STEELCRAFT CONSTRUCTION SHEET OF TO SCALE •OLYT 1 ON$ t $E RV 1 CE �b o 1 i ) , I I I 1 , I I . I I i. i i i i i i i i i i i i w i i .:; i ' i I I l i I I I ,1 , •0 Inch 1/16 1 . 2 3 v d 5 6 • y J . 4 J.... _ ,:::,' ' IY/r^vervimm , . S l V t Li % I ' t . Or . �-- L L I_ 0 111111II I III IIIIIIII1IIII1IIII I I I I I1II-I ILIII I1I II II IIIIIIIIiIII II IIIII I I II I I I I I IIIIIIII I I1IIII IIII1II III II I I I I I I II I I II1I IIII IIIIIIIIIIIII IIII II ■ O O TRIM TABLE 0 3 FRAME LINE 1 & 11 0 OID MARK LENGTH 04:00...............111111.110.111111111.1111.1111.11111.111.11 t © 1 CC -1 0' -0' 2 CC-2 ❑ CI 3 RT -14 rf2. 4 PC -1 5 ST -14 -0' , • 0` o N OD . _ , 1 1 1 I 1 1 1 ! ?J In I 1 I 1 I 1 (U Ci Co N N N N N Cu C N (1J N N fU zr N co cu N • fU N (U CU (U (U • • RECEIVED • CITY OF T(1(0.4 A ENDWALL SHEETING & TRIM: FRAME LINE 11' PANELS: 24 Ga. R6 - Sun Standard JJ' MAR ?no? Panel Start • ©© O ©© PERMIT CEIV I E.- 0© 44 • ,'l' -w01,' t �.• • ' A , . % 'T 1 O . sl viA.ik--,-, , - il ,,b ,• ' � • ` - ' - I` `C "' ' ' `. j G �� 1 � 1 cu 'EXPIRES 12/26/ 6 N N CU FEB 1 1 2002 • GENERAL NOTES: ERECTION NOTES: ENDWALL SHEETING & TRIM; FRAME LINE 1' 1. START ENDWALL PANELS AT THE PEAK OF THE BUILDING AND WORK TO THE EAVE. DO NOT START THE PANELS AT PANELS: 24 Ga. R6 - Sun Standard THE EAVE OF THE BUILDING. FIELD CUT THE LAST PANEL. DATE NO. REVISIONS BY CHK, DATE DRAWN ENG CHECKED 40 s u DRAWING TITLE: OWNER : EXECUTIVE HANGER 3 DRAWING NO. 10/31/01 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD ENDWALL SHEETING JOB NUMBER SUNNYSIDE, WA. 98944 E W (509) 839 -7000 LOCATION TUKWILA, WA ' — THIS DRAWING IS NOT BUILDING SYSTEMS FAX (509) 837 -8064 B04239 BUILDER : STEELCRAFT CONSTRUCTION SHEET OF TO SCALE •OLUT I ONS + •E RV I C P Sf-i I i I 1 I 1 , I I f I -' i i i i i "i-1 1 i i Fr I I i l i ; I I I -, 1 } 1 1 i 1 ti I i II1 '0 Inch 1/16 1 2 3 4 5 6 , 'I r .Wfr 4 Tee rr! 'r i.rs7 J. ,,., - 1 h iilllllIli I I VIII I IlI II[IlIII ! IIIIIIII IIII I IIIII1I1I1IIIIIII1IIIIIIIIiIIIIIIIIIIIIIIIililiIlilii II II IIIIIIIIIIIIIIIIIIIIIIIIIIIIII D' A' l T A : : F' AM f & ' 60 -6' OUT- TO-OUT OF STEEL LOCA IIN QUAN TYPE I A LEN Columns 10 A325 1/2" 11 /?,�_ 20' -0' 9 ....• O FRAME LINE I R 11 20'-0' _ _ 20' -6' _ _ 2'-8' ONT MARK PART L NGT 1 EC - 1 W08x10 20' -25/8' H 1 HB -2A W8x10 0 1 6-1 1025Z14 17' -6 5/8' 1 G -2 1025Z14 17' -4 7/8' � 1, E? __ _ 1' �. 1 G -3 1025Z14 17' -2 9/16' 12 • I G -4 1025Z14 17' -1 1/16' ------- - - - - - - "`-- - - -___ 1 G -5 1025Z12 16'-11 1/16' - ~`__ -- 4 G -6 1025Z14 19'-3 1/4' 4 r - r - - -_ -- ' � _ T " A 1 G -7 1025Z12 19'-3 1/4' I 1 6-8 1025Z14 18' -0 1/8' 3' -7 3/4' 3' -7 3/4' 1 G -9 1025Z14 17' -10 7/16' G -5 G -7 6 -12 1 6-10 1025Z14 17' -81/8' 1 G -11 1025214 17' -6 5/8' co 1 G -12 1025Z12 17' -4 5/8' • 9 ? , 1 G -13 1025Z16 3' -0 5/8' 40 G -4 G -6 G -11 �"' 1 G -15 1025216 2' -8 9/16' I • I 1 6-16 1025Z16 2'- 7 1/16' G -3 G -6 6-10 h ;w • 1 G -17 1025Z16 2'- 5l /16' � — 4 .... ANGLE TABLE • Cu • i ^ r DRAM N 1 L N H Cu G ' G -6 G -9 Q 2 BA-14 A -14 14' -0° 3 SA -25 25' -0' ' 1 �- Is G -1 I G -6 , G-8 I Is in . o o O / v Q , 3 ;. -J ENDWALL FRAMING: FRAME LINE 11' • A O 0 60 -6' OUT -TO -OUT OF STEEL E • © C ITY OF TI IKWI . .A 2'- 8'..—..... 20' -6' 20' -0' 14' -6' 5' -6' . MAR 2 5 ?OUZ •2 1, - _ - _ I 1' PERMI r CEIN 1' FR -------------------- - - - - -- -- - - -_ m © 12. • � r - - ____• ______� % 3' -7 3/4' . G -17 •o �' N. G -15 co ' O ti i ) N (2) 5/8' A325 H: _e4 ^ iv . ? . ) r a Cu • r -i • ;; G -14 l .061:-3 r�� • , _ _' : ise i G -13 I <- 6 1 .� s s��,r,� y . a rY0 1a O OD 1 • cm's /0 3 12/26 zr L C J EC - 1 ENDWALL FRAMING: FRAME LINE 1' FEB 1 1 2002 DATE NO. REVISIONS L BY CHI( DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGER 3 DRAWING NO. _ 02/11/02 2002 MORGAN ROAD ENDWALL FR FILE NAME CHECKED ENG REV FRAMING PLAN SUNND, W. 98 LOCATION : TUKWILA, WA EW (509) YSIE 8 39 -7000 A 944 JOB NUMBER ' B04239 FAX (509) 837-8064 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEELCRAFT CONSTRUCTON SHEET OF TO SCALE SOLUTIONS ♦SERVICE Iit � I I 1. I I I I I I I I. 1 . � i I i � -1-1 I i i i , i l l i i II I ,. a : 1 I 1 1 I 1 4 0 inch 1116 ''I 2 3 1 d 5 6 • } '''if � `� irfn;n,nTTs hiiilmiliiiiIiiilliiiiIiiiiliiiihuilimiliiiiIiiiiIiiil IIIIIIIII�IIIIIIIII�IIIIIIIIilliiii ll lllllitttlttttllttllilii iiiiltttlliiidiumili, I J ■ . • MEMBER TABLE FRAME LINE 1 &3 QNT MARK PART LENGTH 1 G -1 1025Z14 18' -1 3/4' 1 G -2 1025Z14 17' -11 11/16' - - 1 G -3 1025Z14 17'-8 15/16' 1 G -4 1025Z14 17' -7 1/8' • 1 G -5 1025Z14 17' -4 3/4' 5 G -6 1025Z14 19' -3 1/4' . 1 G -8 1025Z16 12'-6 1/4' 0 1 0-9 1025Z16 12'-4 1/4' 0 1 G -10 1025Z16 12'-1 1/2' 2,_8V.'. 0.---, 55' -4' OUT -TO -OUT OF STEEL 1 G -11 1025Z16 11' -11 3/4' • 1 G -12 _ 1025Z16 11' -9 3/8' 0 © - ANGLE TABLE 20' -6' 20' -0' 14' -10' FRAME LINE 1 & 3 OID PART LENGTH • 1 BA -14 14' -0' O 2 RA -14 14' -0' 2 3 SA -25 25' -0' / ® 1 ' N it1' 2 Io ------- --------------- ------------------- _ __- _________ 12 • I-- r----- r - - - - -- - - - - - - -- I • - ___________ _- _-- - - - - -� 1 • 1 3' -7 3/4' 4' -0 15/16' G -5 G -6 G -12 O 1 O Wit I G -4 :4- G -6 G -11 RECEIVED O CITY OF Ti !K,v1 ■ i 1 • O • G -3 G -6 � I ° JI�1R `? '2002 c) 6-10 c� In �1 I� O RERMI CEP4TER (U �I N. 1 CU c I Ci G -2 G -6 `r cu G -9 - i . r in M G -1 G - 6 - ,� ' c� G 8 �1 Y v- ® 0 Cr). O E , �~' ' �, , I I C„ � RF5 -5 RF5 -6 ; , -.4 ..,,<N,,.. ;• ,- ; - r - - ; : j . =,,. : `z_;-1, : i ENDWALL FRAMING: FRAME LINE 0' st ' :,; Jr :fy F EXPIRESI2/26/ 0_3 1 FEB 1 1 2002 DATE NO. REVISIONS BY CHK, DATE DRAWN ENG CHECKED 0 s u DRAWING TITLE: OWNER : EXECUTIVE HANGER 3 DRAWING NO. 02/11/02 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD ENDWALL FRAMING PLAN EW2 SUNNYSIDE, WA. 98944 LOCATION TUKWILA, WA JOB NUMBER (509) 839 -7000 B04239 THIS DRAWING IS NOT BUILDING SYSTEMS FAX (509) 837 -8064 BUILDER : STEELCRAFT CONSTRUCTION SHEET OF TO SCALE •OLUT I ONS ♦ $ E RV I CE 1 v 1 • I 1 + 1 . 1 I ' I ' I I I 1 I ;i'iiliiiliHii1 1 y Ii ; 1 t 1 ^ , I , I 1 0 Inch 1/16 1 2 3 d 5 6 ' ry..b::i. -4.. _ � . S l V t - Cr i, t l' 0 6' 2 C V !, t, l o 1 hiiii hi1 1h i i I I I d1i ii d i iii IIIIIIIIIIIIIIhIIIIIIIIIIIIIIIIIIIIIIIIiiiiIiiiIIIIIIIIiiiIilllililllimliIII iiIIIIIII ' • ANGLE TABLE MEMBER TABLE . FRAME LINEA &E FRAME LINE A & E _ OID PART LENGTH ONT MARK PART LENGTH I A -14 14' -0' 10 G -18 1025Z12 32' -61/2' 2 EA -14 14' -0' 36 G -1.9 1025Z16 34'- 111/2' 3 SA -25 25' -0' 4 6-20 1025Z14 34'-11 1/2' 4 CB -3 1' ROD 35' -2' • 2 CB -4 1' ROD 34' -11' 1 300' -2' OUT -TO -OUT OF STEEL 0 60' -0' 0 0 ® ® 0 ® ® Q ® 0 • 1' 5, 30' -1' 30' -0' 30' -0' 30' -0' 30' -0' 30' -0' 30' -0' 30' -0' 30' -0' 30' -1' .� 30' -0' 30 -0' • • 5' T JACK BEAM PORTAL FRAME 1 JACK BEAM JACK BEAM PORTAL FRAME • , JACK BEAM ■ c.) n 1 Cu N I I ,, " RF2-4 H H I I I ` i j �1. H I RF1 -4 RF4 -4 RF5 -4 RF4 -4 yV `'`1 - RF5 -4 ,� RF2 -4 2• NOTE: 18' -9' ti CLEAR UNDER PORTAL FRAME AND JACK BEAM tiw 1 :�'S ' A S ii SIDEWALL FRAMING: LINE A _ „ . /0 L ` y v a� FEB 1 20 � 5'x8'x1/4' BACKING PLATE �41 S1ONA� v ` , � • O 300' -2' OUT -TO -OUT OF STEEL [ REs 12I;6I 031 1' 30'-1' O ® ® ® ® ® ® . • O RECEI\�ED 30' -O' 30' -O' �. 30' -O' 30' -0' 30'-0' �� 0' -0' 5' _ 30' -0' 30'-0' 30' -1' CITY OF 7i Ik1Nli 5'.--.. MAR ?:b ?09 ? . © 0 PERM (:•, , I G -18 I — 1 - - I I G -19 I - I - - I — G- - - - G -19 1G -19 I — 1 - ' 1 -- I G -19 1 - - • . 3' -7 3/4' .— I G -18 I _- 1 G_ 19 - - _ M -- — ' G -18 — G 20 WA. I G 19 G i:_ 1 I _ _ I G -19 G -19 I I G -19 G -19 I I G -19 G -19 C� . I G_ 19 I _ G -18 / 4 0 _ -18 3'-0' cc.) - NM= G 1 ' - - I G -20 I - — I G 20 G 19 j G 19 �" �' — " ' f _ � 4' ` 5'x8'xl /4' BACKING PLATE I I G -19 G -19 �•` G 20 iv 4 I r aV I G -19 1 � � I I--- 1 G -19 1 V I G -19 I I G -19 1 — I G -19 I f I G -19 G -18 I ®�W. G -18 �� 3 -S cu 4'-0' - I I © I I I I I I I I .,1 I I •- I -2' RF2 -1 RF3 -1 RF4 -1 RF3 -1 RF5 -1 RF3 -1 RF4 -1 RF3 -1 RF1 -1 RF3 -1 RF2 -1 TYP. LOCATIONS FOR CABLE SLOTS GIRT Z• -5 3/ 2' -5 3/_ 2' -5 3/_ 2• -5 3/ +• 2' -5 3/ +' 2• -s 3/ +• 2' -5 3/ +• 2' -5 3/4' Z•-s 3/ +• NOTE: DIMENSIONS ARE FROM INSIDE LAPS 2' -5 3/ +• 2• -5 3/ +• 2'-5 3/ +• F- 3/ +• -I- 2'-5 3/ +• -I- e-5 3/ +• -I- 2'-5 3/ +• -I- 2'-5 3/4' -I- •2•-5 3/+" OF FLANGE SIDEWALL FRAMING: LINE D' DATE NO. REVISIONS BY CHK, DATE DRAWN ENG CHECKED • s DRAWING TITLE; OWNER ; HANGAR 3 DRAWING NO. 02/11/02 ri ( FILE NAME CHECKED ENG REV 2002 MORGAN ROAD SIDEWALL FRAMING SUNNYS[DE, WA. 98944 LOCATION : TUKWILA, WA JOB NUMBER SF (509) 839 -7000 B04239 FAX (509) 837 -8064 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEELCRAFT CONSTRUCTION SHEET OF TO SCALE SOLUTIONS + • E RV I CE , I i 1 ( 1 I I I I I I :. 1. I. �. 1 i i i �` I I i 1 i I; ..iii _. • 1 I I 1 1 1 .. I 0 Inch 1/16 1 2 3 4 5 6 `v TT r n r i r rvir + 4 e Av ' A.A. , i 11 ^ . g 11 11 ) D V L l 0 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III1IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII , , MEMBER TABLE • FRAME LINE A & D ONT MARK PART LENGTH 5 6 -21 1025Z14 32' -5 1/2' 5 6-22 1025Z14 33' -1 1/2' - 2 CB -1 1' ROD 35' -1' • ANGLE TABLE FRAME LINE A & D OID PART LENGTH 1 BA -14 14' -0' 2 EA -14 14' -0' C) . O 3 SA -25 25' -0' 60' -8' OUT -TO -OUT OF STEEL 1' 0 • 30' -0' 30' -8' ' • o-w _, 5' 0 w 4 • 4' -0 15/16' G -13 _ G -14 CD G -13 G -14 O • I 10 - -13 G -14 M : RECEI\ /ED U) CITY OP Tl 1KWII.A • • O Canopy LIAR 2 5 200? G -13 G -14 . � . PERM' C- : fJTEp \ C� . ("/ � G -13 I�.T Ai 0 -I , G-14 1 in oz Z N 1. ". < : ' , , 0 O s, , < 1 _, i ,; ' ``t om 9 , I I 1N J RF5 -1 - • RF6 -1 v �'' E GIRT , 3,. ` i ..,, ; LAPS I2' -5 3 /a' C:S "' '' 4 r , � • SIDEWALL FRAMING: LINE D `EXPIRES 1 2/26/ c),.3 ' FEB 1 1 2002 DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGAR 3 DRAWING NO. 02/11/02 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD SIDEWALL FRAMING PLAN SUNNYSIDE, WA. 98944 SF2 (509) 839 -7000 LOCATION TUKWILA, WA JOB NUMBER FAX (509) 837 -8064 B04239 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEELCRAFT CONSTRUCTION SHEET OF TO SCALE SOLUTIONS + $E RV I OE 1' ,,f) I ) I1I'III1i:! IIIiliiiiiII1iiii l+ i i I I 1 1 i I, ,, i I 1 I 1 0 Inch 1/16 1 2 3 it 5 6 ) i;; -wir. r . r rr;1 , SL v tt Zi L, ,)I L _c ----; V 1, L L 0 1 IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII1IIIIIIdIIIiiII ►II 1111 11111111 IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIilI IIII • MEMBER TABLE FRAME LINE A & D . ' QNT,MARK PART LENGTH 10 DJ -1 8025CJ16 7' -5' 10 DJ -2 8025CJ16 7' -5' 5 DH -1 8025CJ16 3' -4' . 10 DH -2 8025CJ16 5' -0' DH -1 DH -2 ' Cu (U .; A 1:=1 = DH a' 03 x 7' -2' DOOR F.O. O 8' -0' x 5' -0' WINDOW F.O. FIELD LOCATE FIELD LOCATE . *NOTE: DIMENSIONS SUPPLIED ARE CONFLICTING PLEASE VERIFY NEW DIMENSIONS WILL BE ACCEPTABLE RECEIVED CIT Y OF TUOVil n *NOTE: FIELD CUT GIRTS FOR FRAMED OPENING • MAR 2 :3 200? PERMIT C;E:i•, I • • 1' 300' -2' OUT -TO -OUT OF STEEL C. O 0 O O O O O 30'-1' 30' -0' 30' -0' 30' -0' 30' -0' 30' -0' 30' -0° 30' -0' 30' -0' 30' -1' °'il I° I o o N CU v o o c V cU (U v o o e2.1«::, I I I 1 1 I I 1 I I 1 - I r 1 r --- r - r - r - r -- 7 - 1 T ' - L _ f _ 3' -7 3/4' — Ida ili Ai — 4,_0, v ■ — _• 4 1 _ 7 1 1� _ 1 — .7 O • O ❑ N z _ n O Q _` ' 0 0 — ® 3 - 5' cU I I I I I I I I I I I RF2 -1 RF3 -1 RF4 -1 RF3 -1 RF5 -1 RF3 -1 RF4 -1 RF3 -1 RF1 -1 RF3 -1 RF2 -1 • • - r.i s T 1 ,. SIDEWALL FRAMING: LINE D' � > i' y , ; -- - -- t &fr » j :: t • FEB 1 1 2012 ',. � .. es , v . ` , v EXPIRES 12/26/ 0 3 DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGAR 3 DRAWING NO. 02/11/02 , II S U FILE NAME CHECKED ENG REV 2002 MORGAN ROAD SI DEWALL FRAMING JOB NUMBER SUNNYSIDE, WA. 9894 LOCA : T UKWILA , WA SF3 (509) 839 -7000 B04239 _ FAX (509) 837 - 8064 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEELCRAFT CONSTRUCTION SHEET OF TO SCALE $OLUT I ON• + •ERV ICE 2.0 .1 I , i 1 1 I'1iI'I'1'is 1iii IIiiii I iIii i 1 Ii i� ( 1 � i i '? I I I i I i, 1 i I !r i 0 Inch 1/16 1 2 3 d 5 6 V r . v .i1 , J. -,,.c 1 _. _ r Si qr Cl lot i iii � c- ,— , i7 _ E, L h 0 ` �IllillII III II II IIIIIIIII IIIIIIHI�IIIIIIIIIIIIIIIIIII , 1IIIIIIIIIIIIIIIIIII IIIIII�tiltI IIIItI IIIiII llllliI 111111lII 111111III 11111111JIII . . ...... • T. MEMBER TABLII FRAME L NE Al D - MARK MARK LENGTH 10 DJ -1 8025CJ16 7' -5' 10 DJ -2 8025CJ16 7' -5' 5 DH -1 8025CJ16 3' -4' 10 DH -2 8025CJ16 5' -0' • O 0 C 60' -8' OUT -TO -OUT OF STEEL • . 0 30' -0' 30' -8' ' — f 5_ ,___' 8' -0 1' -0' 3' -4' 6' -2' DH -1 DH -2 Cu cu a o DH -2 a - 4' -0 15/16' 03' -4' x 7' -2' DOOR F.O. O2 8' -0' x 5' -0' WINDOW F.O. • F IELD LOCATE FIELD LOCATE *NOTE: DIMENSIONS SUPPLIED ARE CONFLICTING . I PLEASE VERIFY NEW DIMENSIONS WILL BE ACCEPTABLE ;r *NOTE: FIELD CUT GIRTS FOR FRAMED OPENING RECEIVED .11111 1111V . 0 C ITY EC I IKWII_q M Ul • 0 ?gyp MAR 2 ` . N ;2 CU CF; JTER I 0 I 0 �' y��,I -' T�`11� ,, j (14, f 1 ' . i L . . . \ ' 't,) I I I . 0,-, .4 � i Y � RFS -1 RF6 -1 .,� . c s -- > Nil r�� • V1+ - f.J ' EXPIRES 12126/03 S DEWALL FRAMING: LINE FEB > > DATE N0. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGAR 3 DRAWING N0. 02/11/02 2002 MOGAN ROAD FILE NAME CHECKED ENG REV SUNNYSIDER WA. 98944 SIDEWALL FRAMING PLAN LOCATION TU KWILA, WA JOB NUMBER SF4 (509) 839 - 7000 B04239 THIS DRAWING IS NOT BUILDING SYSTEMS FAX (509) 837 -8064 BUILDER : STEELCRAFT CONSTRUCTION SHEET OF TO SCALE •GLUT I ONS ♦ •E RV I CE VZ t .1) I 1 I 'I I 1, I , i � I 1 i'ci i I, I I .I i I i e � 1 I. .,! .I 1 I I i v I I .. i 0 Inch 1/16 1 -'2 3 4 5 6 W.l. viyvvrre ' ray j. r F1iiiijiiih1 Ii I I ihi d illaiil11Ill�li1ilill IIIIIIIII�IIIIIIIII IIIillllillllllllllllllllllli iiII IIIllllll�lilll1 miliLIIIIII IImiI , . r ---- ( MEMBER TABLE 01111 1111111 .---- 1111 111.1111N Jam' FRAME LINE 1 & 11 MARK PART LENGTH 11.11! - _ rt :- G E lA 8025Z14 2A 8025Z14 . en 3A 8025Z14 N . ......■.5. G -4A 8025Z14 G -5A 8025Z14 G - S A G - 6A G - 11A G -6A 8025Z14 I G -7A 8025Z14 G -8A 8025Z14 o . G -9A 8025Z14 4. • G -10A 8025Z14 G - 4A G - 6A G - 10A G -11A 8025Z14 BG -1 8025C16 o BG -2 8025C16 • BG -3 8025C16 c c G -3A G -6A G -9A 1 in N n • N 1 n J 1 N cu f I G -2A G -6A G -8A 1 N in G -1A G -6A G -7A • 1 O 4 BG -1 BG -2 BG -3 . - t 10' IL'- 101/2' 17' -31/2' 17' -9' 1'- 101/2' 101/2' CLEAR +/- CLEAR +/- �— . 20' -0' 20•-0 �,.. 20' -6' 60' -6' OUT -TO -OUT OF'STEEL 2' -8• 44 PARTITION WALL O @ LINES 9,7,5,3,1' RECEIVED CITY OF TI tI Wii A • MAR 2 .3 ?002 PERMIT CENTER • .�'l.U"` 3D. . -��,Ll��la, /r I . , .. A :. , V 4, -' \ \ j, ,''' A ' 7 4, . t' cp: . 5 :'' o cn �o in o c) .o .o Zo ■.o go I; o V ' % � 1 j I j 1 1 I 1 1 I 1 I I I '�a ^ � "'+ � j N Cu" N N N N N N N N N N N N N N N N N • 2 16 ',i' r, r �• g ; " : s '.. "3 • < l OA, CIS 'S ..." �� • J� • .. ..•�� SIOt�iAt • ` � ; , hrr x I EXPIRES 12!26163 I FEB 1 1 2002 DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : EXECUTIVE HANGER 3 DRAWING NO. 10/30/01 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD PARTITION WALL SUNNYSIDE, W 98 T UKWILA WA JOB NUMBER _ PW (509) 839 -7 944 LOCATION : , 00 THIS DRAWING IS NOT BUILDING SYSTEMS FAX (509) 837 -8064 B04239 BUILDER : STEELCRAFT CONSTRUCTION SHEET OF TO SCALE SOLUT I ONO +SERVICE ?U , ,r i • 1 1 1 . , 1 1 j . I I 1 I i 1 , , r , ! , i ( i 1 , 1 I I I.! I, , I 1, I 1 , 1 1 0 Inch 1/16 ` 1 2 s 3 4 5 6 IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII • MEMBER TABLE ® i12 - 14 r 1• UK 100 v►SNER . QNT MARK PART LENGTH 30 P -1 1025Z12 32' -6 1/4' 30 P -2 1025Z12 34' -11 1/2' 90 P -3 1025Z14 34'- 111/2' 2 P -4 1025Z14 31' -31/4' 8 P -5 1025Z12 32' -51/2' ' 1 P -6 1025Z12 30' -41/4' 4 P -7 1225Z12 32' -9 1/2' 2 P -8 1225Z12 32' -6 1/4' 6 P -9 1225Z12 34'- 111/2' «"S -I4 DR SA-23 16 E -2 ESIOZI2 29'-11 9' 11 1/2' ' l'A 'L � 2 E -3 ES1OZ12 30'-0 1/4' AG ANG IS TO RUN CONTINUOUS FROM CAVE WA t} . ., 8 E-4 ESIOZI2 29'-111/2' A S NAVE a BLDG ED AND LAP S SNO CI ANG VN ASOVE. To LENGTH . Q q 1 E -5 ES12Z12 30' -4 1/4' AS NEED '4.4 CO �. 4 E -6 ES12Z12 30' -3 1/2' SAG ANGLE CONNECTIONS FIELD NOTCH VERTIGO/ LEG AT PEAK AND SEND TO SPAN FROM PEAK Pt LIN TO PEAK PURLIN. 0 `. `:l' = 1 1 E -7 ES12Z12 30' -3 1/2' ,t '� i � JI I t '' J r ANGLE TABLE i RO F PLAN V � 7 j`� " 0ID PART LENGTH , 41 / /...'"?:7.,.. .Y I SA -25 25' -0' i 1 4'0ISTSV' -''�� 2 RA -14 14' -0' EXPIRES 12/261 03 FEB 1 1 2(' • 0 1, 60 ' -0' 01 • • 300'-2' OUT -TO -OUT OF STEEL ® ® 0 0 ® 0 0 0 0 30 -1' 30' -0' 30' -0' 30' -0' 30' -0' 30' -0' 30' -0' 30' -0' 30' -0' 30' -1' 30' -0' 30' -0' i r — •-� 5 ..� y H f- tz . T T V Li C Ca co I EE 6 _ E -6 E -6 _ E -6 E -5 _ . P - 7 P -7 - _ o o - I D' - - - E -2 = - _ - © E -7 iti : P -I yI) E -2 _ E -2 P -3 .Typ) _ I P -3 (ITYP) E -2 _ E P -3 ( yp) _ = P -2 ( yp) 1 P -9 Q G2 - YP - P -3 ' yp) - • - yp - P -3 C yp) ' MINIM 2 P -5 CTyp) co 1 IMIPME 11= 111111 EMI= MINIM IMIIIEIMHIIIIIIIIIIII tl... :.-,- I I 1 a ` ,� N v .. I _ _ I ( �� R362C2 � " [ E 0101) oA ap I I I e, 1 E -1 1 I E - 2 I I E I E -2 I E -2 I MEMBIMMIIIIIIMME— E -2 = E -3 MIME � 1 nJ Co - E -1 - E -2 _ E -2 E -2 E -2 E -2 E -2 E -2 E -2 OE -1 E -2 E -3 I PURLIN N 2'-5 314'_ 2 -5 3/4" 2'-5 3/4 2'-5 3/4' 2' -5 3/4' 2' -5 3/4' 2' -5 3/4"...L 2' -5 3/4'_i_ 2' -5 3/4' 2' -5 3/4' 2' -5 3/4' ROOF LAP '2' -5 3/4' '2' -5 3/4' 12' -5 3/4' T2' -5 3/4' '2' -5 3/4' '2' -5 3/4' 1 2' -5 3/4' • 2' -5 3/4' I2' -5 3/4' l2' -5 3/4' l2' -5 3/4' RECEIVED SHEETING ROOF FRAMING PLAN CITY OF TUKwnn PANELS: 24 Ga. R6 Sun Standard . MAR 2 5 No? PERMI CEN1 ER DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : EXECUTIVE HANGAR 3 DRAWING NO. • 02/11/02 - FILE NAME CHECKED ENG REV 2002 MORGAN ROAD ROOF FRAMI PLAN RF SU N 509) 83 9- 70 00 94 4 LOCATION : T UKWILA, WA JOB NUMBER FAX (509) 837 -8064 B04239 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEELCRAFT CONSTRUCTION SHEET OF TO SCALE $OLUT I ON$ ♦ SE RV I CE � P r.) I I I i I ( f i l I I I I ; • I i(i ' :iii!ilj' ' , . ..., +I 4 1 I r I I I I 0 Inch 1/16 1 2 3 4 5 6 `; Y ...Wir,,, rTr(VFTt , Pr1.A% �4 IIIII�IIIIIILII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII1IIII1IIII1IIII1IIIIIIIII IIIIIIIIIIIIIIIIIII1IIII1IIIIIIIIIIIIIIIII II111 IIIIIIIIIIIIIIIIIIII ■•■ , • • MEMBER TABLE _MARK PART LENGTH CB -3 CAB.25 33' -11' CB -4 CAB.25 29' -11' CB -5 CAB.25 29' -1' CB -6 CAB.25 34' -1' — • gw _ - ..? , CB -7 CAB.25 34' -2' • ` ��1 , 1,,. CB -8 CAB.25 30'-2' 4 . ..�, '< >'' CB -9 CAB.25 29'-4' `� qti .Y` -%ti' .,,. CB -10 CAB.25 34'-4' .ti .1 . CB -11 CAB.25 . Jt I.VaL..( . z -i t ) . 1 " \...,p':., :;'.)'i :72 al t ✓z, • :C� ' :er `" , " „` .. ,- a v ' FEB 1 1 2002 „� a �J [EXPIRES 12/ 3 I . ® 300' -2' CI) ._ ' 0' • 60 0 O 60' -1' CD 60' -0' O 60' -0' O 60' -0' O • 60' -1' . 30' -1' 10 30 '- 0 30' -0' 30' -0' O 30' -0' 30' -0' O 30' -0' _ 30' -0' O 30' -0' 30' -0' O 30' -1' ' 0 30 '- ' co _ 0 5 1 ---- . , . 9 0 - 5 . .. i O 1 . 1 G� C s? G� " 0!) G� , G� �,� 0/ 1 �,� � `� G� 8 `) c ' .� �,ti� 8 11 8 . G C G . \ \ C 8� orA C8. CB ,9 C C $.8 C8, CB ,B C8,8 Ore C 9 C$ -8 Ca, CB -8 C8 , 8 • CI , C, CB '8 C 8 , 8 CB ,A C 8,4 CB ,B C 8 , 8 CB -8 C8 CB -5 C8_5 C•" - CB -9 : B - 9 : -' :„ B -9 8 -g 9 C8, .9 B 9 C CB” 9 CB 9 CB :,. C g -5 CB, 0-9 8 .9 CB 8, 9 I . ZD ,CD C.6) , , \o es , \o C� , , c4 ,\o c� , ; 0 c� , , \ o C o, c o C C o ' c o C C." � 6' c.,) c.,) ,0 G� /0 C, /0 , I0 C, I0 0 � l0 Y • � � 1 0 C., 8 1 0 G ? � ..6' y 8 N1 0 (" � N /O A' . I N RECEIVEI, CITY OF Ti !Kw': • MAR 2 5 ?no? l _ pERik1IT f :f,N: DATE NO. REVISIONS BY CHK, DATE DRAWN ENG CHECKED ill s u DRAWING TITLE: OWNER : EXECUTIVE HANGER 3 DRAWING NO. 10/31/01 2002 MORGAN ROAD ROOF FRAMING PLAN 'FILE NAME CHECKED ENG REV SUNNYSI DE, WA. 98944 LOCATION : TUKWILA, WA JOB NUMBER R2 FAX (509) ' 837 -8064 BRACING LAYOUT B04239 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEELCRAFT CONSTRUCTION SHEET OF TO SCALE $OLUT I ON$ t $E RV I CE zb ;6 I.. I . , I I'1'�f'I'1'I'i ! i�iliiiliii' l l Ii ii . ; i i -: , 1 I 1 i 1 I i I • 0 Inch 1/16 1 2 3 A 5 6 I ) - v r " WT " , V tiJ 1. •.---:a = r 5 l V l tA. t l 1. UT _- 2 .._ _.. _c P L . 0 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIi • 0 0 300 -2' OUT —TO —OUT OF STEEL 6 0' -0' 0' ® ® ® ® ® ® ® ® O 0 . 30' -1' 30' -0' 30' -0' 30' -0' 30' -0' 30' -0' 30' -0' 30' -0' 30' -0' 30' -1' 30' -0' 30' -0' 5' .....16,_.. �6• -p• . �6._0' 5' �6�_p• 5' • 7 0 , I ; I I I I I I i . H 1 — 3'x11' ID CUT T PANEL — — — — I I ch I H • H H H H H , 1 • - I • — — — — -- I '-0' — — — — — — H H H H H H i • N _ — W N ROOF FRAMING PLAN FEB i 20 �LI•IR F WAS,y 'A. s A i, )fr',/, 1 --' it?, .. .' ; r.� 4 36197 .�; „C; S . ., RECEIVED • ' •;? • o IS,rE, 4 ,�' : ° � a 4, �•�.�� <� r'ITY O� Yl1Kt A n v IONAL r t JY EXPMES 12/261 5 • IV AR 2, 5 ?00? pt- RM11 CENT DATE NO. ' REVISIONS BY CHI. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : EXECUTIVE HANGAR 3 DRAWING NO. 02/11/02 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD ROOF FRAMING PLAN JOB NUMBER SUNNYSIDE, A 98944 LOCATION : TUKWILA, WA RE (509) 839 - B04239 THIS DRAWING IS NOT BUILDING SYSTEMS FAX (509) 837 - 8064 BUILDER : STEELCRAFT CONSTRUCTION SHEET OF TO SCALE $OLUT I ON$ +SERVICE 'Z,' 1, 0 ry , I I I i I I I I 1 i I 'I 11 1 ; i�iliiilliil . ii i i i i'I 1•I 11 I I ' I I ■ 0 Inch 1/16 1 2 3 A 5 6 ;Ifti ..•.�,Y•lr r r i rr e r V..,may , ,.� _ . 1 IIIlilllllll111111II III IIIIllIIII I1.1IIIIII!IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII IIIIIIIIIIIII IIIIIIIIIIIIIIIII ■■ , - , • • TRIM TABLE FRAME LINE A I E 01D MARK LENGTH 1 CT -14 14' -0' • 2 ET -14 14' —O' 3 _ LTF -14 14' -0' • -- • • 0 © 7 DOWNSPOUTS . I . , . . . 3'-11' i V V' V` V V` V V` V• V` V` V` V` V` M V• 1A V• V• V• V` V• V' V V• V` V` V` V• V` V` 6 q.AGNMINZACAONZAZAZAZAZT‘ONCAONMAMAMACAVITZINVC I ACNCACts042AGNON I C I TZAZTMACAON V` V• V` V` V' V` V` V• V V` V• V V• V` IT V` V` V` V` V` V V• V• IT V• V• V V V• V• V V• V` V• V• V V• IT ZA CA V• V V 7 I I I I 1 1 I I I I I 1 I I I I t I I I I I I 1 1 I I ii I I I I I I 1 1 1 1 1 I I I II I I I I 1 I I 1 I 1 mil 1 I I I 1 I I 1 I I 1 1 1 1 I I I I 1 1 1 I 1 1 I I 1 ■ 1 1 I I 1 1 I I 1 1 1 1 1 1 1 1 I I I I I 1 1 1 1 1 1 11 1 1 1 1 I Co ao ao Co ao ao eo eo Co eo ao ao Co ao eo ao eo ao 0o ao 0o eo ao eo ao Co Co ao eo C>o ao ao ao ao ao ao ao Co w eo ao ao Co eo ao ao ao ao ao eo ao ao ao Co w eo ao ao ao 0o ao ao Co ao ao ib ao ao ao ao Co Co ao Co w Ca 00 Co ao eo ao ao m Co ao Co ao eo Co ao Co ao ao ao Co ao ao ao ao ao io Co w oo Co ao ao Co ao ao Co w w Co ao w Co ao ao eo ao ko NOTE: VERIFY LENGTH, TRIM TYPE BY OTHERS SIDEWALL SHEETING & TRIM: FRAME LINE A . PANELS: 24 Ga. R6 - Sun Standard • I I I RECEIVED I CITY OF ri iV 1 ,,, MAR 2 ?f[l2 • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . % . % . . . . . . . . . . . . . . . . . . . . . . . . . . . . • \ \ \ . . . . \ . . ao Co ao ao 0o CD ao 0o ao ao ao ao ao ao ao ao zo 0o Co as ao 0o ao Co ao zo 0o C10 ao 0o zo 0o ao 0o ao ao ao zo ao ao ao ao ao aD Co ao 0o ao 0o CD ao aD 00 0o ao aD ao zo ao a0 CA Co ao ao CD ao 0o CD ao 0o ao ao zo ao Co CD ao zo ao ao ao ao CD 0o ao a7 zo 0o ao zo Cb Co a0 a0 aD aD CA 00 aD zo O I I 1 I 1 1 1 1 1 I I 1 1 1 1 I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 I I 1 I I I I I I 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I I 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I O 1 cUfUfUfUfUCU &I MU fU NN N NtUit UhiC UiL1f UfUCUfUfU IUIU fLRICUIUfU NCUZIaLl UNfU tliU CU fUfUZUCUfUfLtU MU N Nfli UfL N fU N MU U ?U N NNNtUNfUN (L fUfUNI k! UfUN CU CUfUNILN CU PERMi ,',1-.rirEp CUfUCUCUNNNCUNCUNNCUCUNNNnin. mi UNNCUN(UNNNNNCUCUNNCUNNCUCUNCUCUCUNNNNaicuCUCUCUCUNNNCUNCUNNCUNCUCUCUNCUMMICUCticuN UNCUCUCUNCUNNCUMINNNCUCUCUCUCUNCUNCUNCUCU tea "'`t ;> ' — i yAS , , Panel Start ''' w s,z t ,• ' SIDEWALL SHEETING & TRIM: FRAME LINE D' •' '.\ c PANELS: 24 Ga. R6 Sun Standard s: , • • .)`, 4, ,^,-''' • ''; c n 17C. • , © n r . - ..`�'� t at EXPIRES 12 — 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 It 1 1 1 1 O in NNNNN 1 FEB 1 7 252 SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 24 Ga. R6 - Sun Standard • DATE NO. REVISIONS BY CHIC DATE DRAWN G CHECKED DRAWING TITLE OWNER EXECUTIVE HANGER 3 DRAWING NO. 10/30/01 FILE NAME CHECKED EN REV 2002 MORGAN ROAD SIDEWALL S HEETING SUNNYSIDE, WA. 98944 LOCATION TUKWILA, WA JOB NUMBER B04239 SS (509) 839 -7 000 FAX (509) 837 -8064 THIS DRAWING IS NOT B U I L D I G SYSTEMS BUILDER STEELCRAFT CONSTRUCTION SHEET OF TO SCALE $OLUT 1 ON$ + SE RV 1 CE 0 ' I i,i , ', i I.1 i i i i' I C i ii i i i 1 1 I' I w . 1, . I 0 Inch 1/16 1 2 3 4 1 1 1 I , , 1.1.i I I 1 1 I I! I , � 5 6 I - ^'vr wTT • v if J.,0 J ,..:,..,..1...1.1 S l v t i t z t l 7 0 : r �C -- - - - - � - C . 1, Z, l 0 I ( IIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIlflII IIIIII�III�I��II��I 1 ,(2) 1/2' x 1 1/4' A307 V /VASHER ® <4) 1/2' x 1 1/4• A307 V /VASHER ENDWALL COLUMN ® I/2• ■ 11/2' A325 MASPER % 1' A307 ®<2) 1' TEK W/O WASHER ® <4) 1' TEK WO VASHER * A307 1/2' X 1 1/4' , • 1' 3' NOTE= TOUSLE HUT TIGHTEN FIRST NUT IT IWID ALTERNATE r1RI ES 1. ®ERECTION V 9 1 DIE TO MICA/ T MI TNT. I THEN TOTTEN LOOT MIT TO I BOLT FIRST NUT FULLY. I O 0 1 1 'Mlle o 143 WY •325 RA/ VELD ON CLIP 2 2n 1 r ^ NOTE 1� 1 0 0 IN ENDWALL I, ' ' 2n II O • • 4s ---_=_._ COLUMN u • ._�_ — : 1,.' � � se a cl• — — — — -' o • ° O O I SEE LAP PAGE O o o • - 1 FOR ERECTION N N ALLS THE RAKE FLANGE 1 (3040.11: I I I O o 11 1-7T H r O o • STEPS FLANGE FOR OPE E DV BRACE o o :: M' & i I I BRACE ANGLE IS TO BE FASTEPED TO 1,i . r �r r n t L p o 0 0 NOT or AT CL PS AS NEEDED. NEEDED. • • : P T ' i ENDWALL GIRT = :: _ : :: _■ C - 3 UC -3 BASE PLATE r. L:41 NOTE: FLANGE BRACE O NLY, SIDE Of FRAME D 4. �2 NOTE: FLANGE BRACE __ U PLAN ELEVATION ONE OTHERWISE. 011L� �= I•ruloe tavw , UNLESS NOTED DE OF FRAME OTHE „, ENDWALL GIRT , K xn IOt ()THERM SE. P N CONNECTION SLIP R 1 CON oR NECowMN CTION Fa.? R R IDGI WINDD / AlO OPEN ENDWALL B18 INrE FRAME C6 ENDWALL COLUMN TO WALL GIRT D15 FLUSH /FRAME SIDEWALL TO BASE PLA FOR ENDWALL ® PURLI N CONNECTION COLUMN LAP AT 1NTERIOR RAFTER EXTERIOR p . I NOTE I 'O 1/2'X 1 1/2' A325 • GIRTS SIDEWALL COLUMN SEE LAP PAGE CABLE I_ WALL FOR ERECTION BR COMPLETE INSTALLATION BY PANEL — SAVE STRUT 3 3/4' 4' 1APPI NG BOTH LEGS ON STRAND fI - COMPLETELY. MAKE SURE ENDS II ARE SNAPPED I NTO PLACE. II • 11 BASE ANGLE BA -14 O \ ' .� NOTE 1 f 0 RCOALFUTEMRN VEB II I 0 4 11 I ' _ • FINISH FLOOR 1 0 HILLSIDE O ; I• VARIES ERECTION 1 CABLE ; P WASHER O 1 T FASTENERS NOTE= FLANGE BRACE ® ALTERNATE f FLAT BY OTHERS ONE SIDE OF FRAME F i ' ; WASHER ANCHOR SLA EDGE 3 -0 e.c. ONLY, UNLESS NOTED COLUMN EYEBOLT ►�;• OTHERWISE BOLTS BASE DETAIL 2 SLAB EDGE Z BASE PLATE . TOP PLATE j S LOT IN VEB T O INSERT NUT ® 1/2' X 1' A307 0 HILLSIDE WASHER v AND EYEBOLT BY PASS. WALL ANCHOR BOLTS SECTION THRU WALL PANEL WALL GIRT TO FRAME COLUMN . ® SAVE STRUT TO RIGID FRAME Q2 DIAGONAL CABLE, EYEBOLT END R1 AT SIDEWALL COLUMN AND CONCRETE FOUNDATION RECEIVED CITY OF TI�K ID wII A MAR 2 5 ?no? 46 VEB STIFFENERS PERMIT CENTFt‹ BOLTS. — • BOLTED END PLATES DWG FO= O j � TOP FLANGE RIGID FRAME IF REQUIRED ` �, 4' RAFTER BOLTED O O . (. -11...:./ ' O END PLATE D--TOP BOLTS, SEE ` ve �^ TOP FLANGE 0 0 DRAWING FOR SIZE. y ' r. 1 J lretik VEB p p INTERMEDIATE BOLTS. THE NUMBER OF TOP •• J '^~: ` S , ,` r: 'O �; WEB OR BOTTOM BOLTS I 4 = h ;P Q GREATER THAN FOUR. �_ ,f TOM FLANGE BOTTOM — BOTTOM BOLTS. SEE � INTERIOR . '� EXTENSION BEYOND FLANGE IS FLANGE O 0 DRAWING FOR SIZE. COLUMN fir - �� . ,� •� , " OPTIONAL FOR TOP I BOTTOM FLANGE. '4 �, ' � ? ^ /'ti'` co BOLTED END PLATE RAFTER SPLICE BOLTS FOR RAFTER TO INTERIOR COLUMN TO RAFTER �, e Se∎ ''''' :1- Wu ^ , p ® 4 COLUMN CONNECTI . 0 y jE$ i 2 / 2 T 3 3J FEB 1 1 2002 DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : Hanger #4 DRAWING NO. 10/18/01 FILE NAME CHECKED ENG REV • S U 2002 MORGAN ROAD LOCATION : Tukwila, WA S <509) 8397000944 Detail Page JOB NUMBER FAX (509) 839 -0383 B04276 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : Steelcraft Construction SHEET OF TO SCALE $OLUT I ON$ ♦ SE RV I CE DESIGN LOADS s.• Zd )t; I I ' I I I I 1 I I I I I == I ', 1 1 I I i, I I I I I I l i ... l I i :: I l . . i 1 I 1 I, I. I III • 0 Inch 1/16 1 2 3 4 5 6 Y f/ Ln::j t ; - St IrI f;l c l i u' t 1 hiiIi1iihiuIiiidiii1Iiiiihii1iiiiihiiiIiiiihiiiIiiII IIIIlIIIIIIIIIiIIIIIIIIIlIIIIIIIIIlIIIIIIIIIlIIIIIiiiil IIIIIIIiliiiiIIIII lILIIIIII Iiiiiil P A N E L F A S T E N E R P L A C E M E N T - -*E S -- r ---------- . EE TABLE OF MAXIMUM FASTENER SPACING FOR MAXIMUM .SPACING 7 I G IN ANY PANEL AREA 1 22' "� 12' g� I © 10 T 1 I I- Ti I t gm an I I 0 ® S O I 1 A 0 . ® r © O O ROOF - MID PURLINS �. a SO � © WALLS - MID GIRTS 3 I I 2' 8' 4' 8' 4• 8• 2• 0 ® I ( r T - T T 7 T i _ I I t I I I I I I —ROOF— x THELESSEROF0.1WIDTHOR10FEET MAXIMUM FASTENER • SPACING BY AREA I PANEL AREA CODE MAX. FASTENER ROOF - PEAK PURLINS, PURLINS @ PANEL ENDLAPS I I SPACING (IN.) WALLS - @ BASE ANGLE OR BASE GIRT I I SYMBOL AREA 2' 8' 4' 8' 4' 8 • 2' I W I C CORNER ®I O 1 ® E OVERHANG - l l E r f t 16 I I i t l . I EC OVERHANG CORNER f -- I n � ? x 1 j �, ~� , S EAVE, RAKE, RIDGE it II - W A L L - G. \•%.' � , �: r =� R :::::: ! , p , I ' WC S ROOF AND W ALL TOP - & EAVE STRUTS a J W WALL, OTHER `, ' • A L L O W A B L E L O A D S im , , ".. 1 � 12 T 12' 12 , � . � y � P E R S T A N D A R D A N ��' ~ � � D A R D F ASTENER T E N E R 1 A. •/ . : fi r E t l ft PURLIN /GIRT GUAGE �� '"� ' .�1 FEB 1 1 ,• TEK & STITCH 12 GA. 14 GA. 16 GA. T ,4 vp�NA;, ;J` ULT. PULLOUT VALUES, POUNDS 1856 1181 848 = r - ; SAFETY FACTOR 2.5 2.5 2.5 WORKING PULLOUT LOAD, POUNDS 742 472 339 EXPIRES 12/26/ a� 1 ' I INSIDE WALLS - MID GIRTS CLOSURE 'A36' PANEL PURLIN GAUGE 26 24 p 12' 1/ BASE GIRT 12' 12' ULT. PULLOVER VALUES. POUNDS 630 _ 902 BOLT DIAMETER r - I - '1 1 SAFETY FACTOR 2,5 2.5 3 TRIM ISHT " -14 DER WORKING PULLOVER LOAD. POUNDS 250 360 EMBEDMENT fi r TEK & STITCH f t t 1 BASE DETAIL RECEI'•.%ED CITY OF TLJKwIL;1 MAR 2 5 200? WALL - TOP AND BOTTOM I. WALL 'A36' PANEL PANEL PERM! T CF.N 1 E TOP - @ EAVE STRUTS 12' 36' 36' 36' 36' 12' 1 T BOTTOM - @ BASE ANGLE OR BASE GIRT r- ' 1. T. BASE ANGLE BA -14 MI 0 0 0 0 0 FINISH FLOOR I STANDARD PANEL LAP & TRIM FASTENER STANDARD ROOF & WALL PANEL FASTENERS BASE ANGLE S FASTENERS #12x 3/4' SELF TAPPING 'BUILDEX' #12 -14X 1 1/2' MINIMUM TEKS SLAB EDGE BY OTHERS FULL LENGTH, ROOF PANELS (SELF DRILLING) WITH 9/16' 3' -0' o.c. 20' FULL LENGTH, WALL PANELS SEALING WASHER B A S E A N G L E A N C H O R S P A C I N G BASE DETAIL @ SLAB EDGE DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGER #3 DRAWING NO. 10/18/01 E CHECKED 2002 MORGAN ROAD FASTENER DETAIL PAGE FILE NAM ENG REV - _ _ _ �._. _ _ - FS a . :; ,�, S!JNrIrSIAE ��IA 999 = �E L ^�'aTlr_'I_ TUK4/TLA, WA - JOB NUMBER II j� . (5 A 1 093 - 837 2 8064 8 9 7G0 1304276 r THIS DRAWING IS NOT 1 U I L D I N G SYSTEMS FAX BUILDER : STEELCRAFT SHEET OF TO SCALE SOLUTION$ + sERV I CE 7,0 "cU I 1 I • . ( 1 '1'I•I'1' l; I' 1 111i(iIII 1 ' 1 , I .Iii • � i1I t I I! I I,i, . 0 Inch 1/16 1 2 3 4 5 6 AXIESTCO ,. g — t IIIIIIIIIIII!. IIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIII _ IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII . , , , , .. . • . . *sun CANAM STEEL C DETAULS , STEEL BUILDINGS STEEL BUILDINGS A Canam Steel product A Canam Steel product • PAGE # DESCRI PTI ON PAGE # DESCRI PTI ON 1 POST & BEAM DETAILS 32 ANGLE PROFI LES 2 POST & BEAM DETAI LS / GIRT DETAILS 33 ANGLE PROFI LES 3 POST & BEAM DETAI LS / GI RT DETAI LS 34 SKYLI GHT AND WALL LI GHT DETAI LS 4 GI RT DETAI LS 35 PURLI N SAG ANGLE AND CABLE RAP DETAI LS 5 PURLI N DETAILS 36 GIRT AND PURLI N FRAMI NG DETAI LS 6 CABLE DETAI LS / SHEETED RAKE DETAI LS 37 GI RT FRAMI NG DETAI LS 7 -BRACI NG STRUT DETAI LS 38 GIRT CORNER TRIM DETAILS 8 DOOR FRAMI NG DETAI LS • 39 , WALK DOOR FRAMI NG DETAI LS 9 PANEL FASTENER PLACEMENT 40 WI ND ❑W FRAMI NG DETAI LS 10 RAKE AND EAVE TRI M DETAI LS 41 SLI DI NG DOOR DETAI LS 11 EAVE AND BASE TRI M DETAI LS 42 RAKE CHANNEL DETAI LS 12 ROOF AND WALL TRI M. DETAI LS 13 PEAK ENDCAP DETAI LS • 14 CORNER TRIM DETAI LS 15 CORNER CAP / CHANGE OF EAVE HEI GHT DETAI LS 16 CORNER CAP / CHANGE OF EAVE HEI GHT DETAILS • 17 GUTTER DETAI LS • 18 TRIM PROFI LES 19 TRIM PR❑FI LES 20 TRIM PROFI LES ' 21 TRIM PROFI LES • 22 TRIM PROFI LES 23 TRIM PROFI LES 24 TRIM PROFI LES RECEIVED 25 TRI M PROFI LES CITY OF TUMNI( 26 CLIP PROFI LES - 27 CLI P PROFI LES MAR 2 `i ?00 28 CLIP PROFILES NERmr "CENTER 29 CLIP PROFI LES . 30 CLIP PR❑FI LES 0 31 ANGLE PR❑FI LES 01 /27/2000 FOR JOB: B04278 I I I I I I I' , I • I � 1 1 1 " iii 11 i i 0411 I i ..e l � i ; I i i , _ i I I I i I i, I I 1 0 Inch 1/16 1 2 3 d 5 6 t � f Mar ^r rgvr"re , . _.. _.,..,,. _ < J .. - - . ._ . . _- _.._ . - 1111 - - -- IIIIi1llll i ii IIIIIIIIIIIIIIIIIIIIILIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII .IIIIIIIII.IIIIIIIIIIIIII ■ A BOLT SCHEDULE . AG 1/2' x 1 1/4' A307 z:: . ® 1/' /2' A325 © 1/2' x 1' A325 CARRIAGE W /WASHER . O #12 - 14 x 1 1/2' TEK W /WASHER #12 - 14 x 1' TEK t:ER /O W \-. . , o #12 x 3/4' STITCH ■■ " •• as l! N,. ■. •! N, © #12 x 1' PHILLIPS HEADED SCREW ,� - g ESC CLIP '� - 8 = 724 -1- 47; Q 1/8' x 1/4' POP RIVET ESC CLIP Q © ESC CLIP : ■ - 8 7 Q #RV6604 - - BULB FASTENER COLDFORM ESCH CLIP COLDFROM ESCH CLIP • NUMBER . OR MILL OR MILL EXTERIOR OR ' COLDFORM OF BOLTS EXTERIOR OR ' OR MILL 44Q FLUSH GIRTS ,� FLUSH GIRTS ,\ PI:641 li • \--BOLT 2 Ot REFERENCE V 2 . ECB -1 ECB -1 ECB -1 I CLIP r CLIP r CLIP ALTERNATE T 1 ALTERNATE ALTERNATE .0,.0„ r -- CORNER COLUMN DETAIL DWWNO. CORNER COLUMN DETAIL DWG WF 5 CENTER COLUMN DETAIL DW wF 9 RECORD RECORD - RECORD STANDARD ENDWALL 11 - 14 STANDARD ENDWALL AT HIGH -SIDE 15 - 18 STANDARD ENDWALL 19,20,23,24 EXTC -1 CLIP • CLIP ,/ UC-2CLIP I_________ 00 0 Z 0 0 FIELD ----- 0 8 �►, , DRILL 0o ° LI G� n - n 1 j3 Qo • 0 t Ilk _I — *- 1 - 1111 ..-1- 11 L■ ---- as •• \. Oo 0 0 0 0 ..--- 7 FIELD 4 – ESC CLIP • • - 80 6 ; DRILL 0 4�� COLDFORM ESCH CLIP COLDFORM A�p COLDFORM p,4 OR MILL OR MILL �56 OR MILL -0 ' 9' COLDFORM ECPC -1 (1:12) 0V N 4\ OR MILL ECPC -2 (2:12) —� G 4 ECPC -3 (3:12) ECPC -4 (4:12) 2 : 2 ONE PLATE EACH SIDE 2.1: RECEIVED ECB -1 4 :: I IL. ` CITY OF TUK1,tiiLA r CLIP _ ECB -1 ECB -1 r CLIP _ r CLIP. MAR 'i107 r ALTERNATE ALTERNATE ALTERNATE _ PERMIT CENrEF, DWG N0. DWG N0. DWG . . CENTER COLUMN DETAIL wF2I INTERIOR COLUMN DETAIL _ WF27 INTERIOR COLUMN DETAIL WF-NO29 DWG RAFTER PEAK DETAIL RF35 N0 RECORD — RECORD RECORD RECORD EXPANDABLE ENDWALL 21 RECORD 22 STANDARD ENDWALL 27 ,28,31,32 EXPANDABLE ENDWALL 29 & 30 STANDARD ENDWALL 35 - 38 s u DATE NO. REVISIONS BY CHIC DATE DRAWN DRAWING TITLE OWNER DWG. NO. FILE NAME CHECKED SUNNY SIDE, WA. 8944 SDI C509> 839 -7000 POST AND BEAM FRAMING DETAILS LOCATION JOB NO. B UILDING SYSTEMS FAX (509) 839 -0383 THIS DRAWING IS NOT BUILDER SHEET T OF� TO SCALE •OLUT I ON= + $E RV I CE DESIGN LOADS I i , 1 1 1 1' ' I 1' 1. 1 1 1 i i f l 1 i 1 1 1 1 1! i I i ' 4 i ,, I 1 0 Inch 1/16 1 2 3 d 5 6 ,=:1,'' , Y!r m rr��(vrr 4 y r♦ Xoi.'^.°_ A St VL a Li. i U v_ -_2. _ t; .._._..._ P t L i 0 1 IIIHIIIIIIIIIIIIIIIIIII IIIIIIII IHIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIII I IIIII IIIII IIIIIIIII I III IiII IIIIIIiI I�IiiiIIIII�IIII III III IIIIII BOLT SCHEDULE A 1/2' x 1 1/4' A307 W /WASHER COLDFORM COLDFORM • OR MILL OR MILL IAN OR MILL ® 1/2' x • 1 1/2" A325 W /WASHER ort r EXTERIOR OR C 1/2' x 1' A325 CARRIAGE W /WASHER � r • -VS FLUSH GIRTS O - S�o �� G - . 0 #12 -14 x 1 1/2' W /WASHER ¶)O E #12 - 14 x 1' TEK W/O WASHER GB - O o .o #12 x 3/4' STITCH W /WASHER O 0 0 0 8 po 8 � � m� � © #12 x 1' PHILLIPS HEADED SCREW 8 L 4 2O 0 1/8' x 1/4' POP RIVET 0 p0 ©2 #RV6604 -6 -3 BULB FASTENER 0 0 `i . NUMBER 1 7 OF BOLTS LTRC -1 44 LTRC -1 ONE PLATE SIDEWALL STEEL LINE ONE PLATE EACH SIDE 2 • BOLT EACH SIDE REFERENCE ■ NI UC -2 CLIP 1 . NIL J ____......_ ALTERNATE RAF - TER SPLICE DETAIL DWG 9 LEAN -TD SPLICE DETAIL DWG RF 3 ENDWALL GIRT CONNECTION DWo. STANDARD ENDWALL RECO-D 39 - 42 STANDARD ENDWALL . RECORD STANDARD E R 4 7ORD 43 - 46 47 i; 46 COLDFORM EXTERIOR 1 3' UC -2 CLIP o 0 OR MILL GIRTS �� G B 1 BRIDGE w .PL� ---� GIRT 2 O 1 4 z 1 • Y 1 , 2 00 .. .. (� \Y Y A S .. .. 44 DW ALL • J r . `2 \A0 A L3 i GIRT ILIP �i 0 0 0 �- -- -- - -I Q 1 DO O o 0 b N ie ( LEAN -TO 0 • E i n 2. — �) � --- `-- -' - - - - � - - E'WALL ` Z 2 -- - - - - -- - - -- A 0�� GIRT 0 A 0 2 • \ • 0 �E FIELD I • 0 GIRT BRIDGE Q 2 I ■ 2 © I r � DRILL I I / IDEWALL © ` 1 I ,•• ! S'WALL GIRT Ag L UC -2 CLIP IRT p © GIRT BRIDGE O O 1 .7.0, COLDFORM _I__ GB -1 L-- OR MILL I EXTERIOR OR ALTERNATE FLUSH GIRTS ENDWALL GIRT CONNECTION DWG 9 ENDWALL GIRT CONNECTION DkvG Fsi E NDWALL GIRT CONNECTION D NO. SIDEWALL GIRT CONNCETIDN DVZ INTERIOR COLUMN AT STANDARD ENDWALL RECORD RECORD RECORD RECORD a9 > , so EXPANDABLE ENDWALL CORNER 51 LEAN -TO AT EXPANDABLE ENDWALL 52 STANDARD ENDWALL 53,54,56,57 DATE NO. REVISIONS BY CHK, DATE DRAWN DRAWING TITLE OWNER CITY OF TUKWII_n DWG. NO. 2 MO RGAN R FILE NAME CHECKED • SUN DE, WA. 98 44 POST AND BEAM FRAMING DETAILS LOCATION Y UIQR 9 , :3 ?nn JOB NO. SD2 0509) 839 -7000 AND GIRT FRAMING DETAILS THIS DRAWING IS NOT BUILDING SYSTEMS Fax (509) 839 -0383 BUILDER SHEET OF I'ERr�1IT CENTER /I� TO SCALE iOLUT 1 ONi + SE RV 1 CE DESIGN LOADS _ a ``�fi 11 1 , • : I I I.1Tim.1 I I 1 1 ., I . 1 , 1 1 i 0 Inch 1/16 1 2 3 A 5 6 5l " it - T • Lt t UI _ __ ..._ . - t E, L l o 1 IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII _ IIIIIIIIIIIII IIIIIIIIl IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIffild . A • BOLT SCHEDULE COLDFORM A 1/2' x 1 1/4' A307 W/O WASHER COLDFORM COLDFORM OR MILL • OR MILL_ OR MILL S EXTERIOR OR B 1/2' x '1 1/2' A325 W/0 WASHER �,ppL O� 1\ FLUSH GIRTS . , © 1/2' x 1' A325 CARRIAGE W/0 WASHER OEs NOT OS� _ D #12 - 14 TEK W/ WASHER - D It- E #12 - 14 x 1' TEK W/O WASHER • #12 x 3/4 STITCH � O #12 x 1' PHILLIPS HEADED SCREW f: 1/8' x 1/4' POP RIVET ° T GB -1 .., ` • #V6604 -6 -3 BULB FASTENER NUMBER ! ! / BOLTS LTRC -1 2 4O LTRC -1 ONE PLATE ONE PLATE EACH SIDE \ -ITC- 1 27 9r LIP I • BOLT EACH SIDE REFERENCE SIDEWALL STELL LINE RAFTER SPLICE DETAIL DWG RF 9 LEAN -TD SPLICE DETAIL D RF . ENDWALL GIRT CONNECTION DWG NO RECORD RECORD RECORD STANDARD ENDWALL 39 _ 42 STANDARD ENDWALL . 43 - 46 STANDARD ENDWALL 47 & 48 , COLDFORM EXTERIOR 1' 3' OR MILL GIRTS Y OR 1 COLDFORM OT AppL w �� XTE IOR OR DOE N ' A Oz N FLUSH GIRTS ? — 1 - V ' p O� �' \1 \------- Z Do � GIRT BRIDGE '~ I z I D O S S 2 [GB_i �,I 2 I ENDWALL A I ' ` - 0 � GIRT UC -2 CLIP 1 ! 2O I P A Z I pq � I • I 5 , m _J , L., --------- - - -- z 3 I O 2 I ! LEAN -TO 0 x S WALL GIRT _ = - ---- = ----- _ - -._� � —_ —__ E'WALL \ 2 2 I GB -2 GIRT GIRT O A 0 ' BRIDGE UC -2 CLIP � •` r p E �3 FIELD I 2 I 20 �- _ DRILL i 0 I. SIDEWALL I I - I GIRT I 0 4 i GIRT BRIDGE _ GB -1 ir ENDWALL GIRT CONNECTION Dn.f.N40; ENDWALL GIRT CONNECTION DWG s ENDWALL GIRT CONNECTION 1:)\,4 sz CORNER GIRT CONNECTION D G INTERIOR COLUMN AT STANDARD ENDWALL RECORD RECORD RECORD RECORD a9 t � so EXPANDABLE ENDWALL. CORNER sI LEAN -TO AT EXPANDABLE ENDWALL 52 STANDARD E �QI L vEb 53, 54, 56, 57 � ..,,wvlL.A DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER WY or DWG. NO. 'FILE NAME CHECKED 2002 MORGAN ROAD [/AR 2 5 ?I)Q? SUNNYSIDE, WA. 98944 POST AND BEAM FRAMING DETAILS LOCATION JOB NO. SD2A (509) 839 -7000 AND GIRT FRAMING DETAILS • THIS DRAWING IS NOT BUILDING SYSTEMS FAX (509) 839 -0383 BUILDER PERMIT CENTER SHEET OF I1 TO SCALE SOLUTIONS + SERV 1 CE DESIGN LOADS - 3 l- I 1 I • 1 , ( I • I . I. I I , I i ' I ' l i i i l i i i l i i i' I',' ` i 4 i -i •I I ' I I I I, ,, I 1 1 1 I 0 Inch 1/16 1 2 3 d 5 6 ,,E y ".`W.E 9'r ra�T � T ti L t. L l 0 lllliIlllllllllIllI llII IIIIII IlIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIlllllIlll�IIII BOLT SCHEDULE . O 1/2' x 1 1/4' A307 W /WASHER GFLUSH . IRTS APPLY EXTERIOR FLUSH L‘ ® 1/2 x 1 1/2 A325 W /WASHER aS.Or GIR S �PQL GI TS OZ Npp C 1/2' x 1' A325 CARRIAGE W /WASHER p� 1 ' 3" S� o, �p O #12 - 14 x 1 1/2' TEK W /WASHER - �' 1 3 - °� 4> #12 - 14 x 1' TEK W/O WASHER V Q #12 x 3/4' STITCH W /WASHER ENDWALL UC -3 CLIP -\ . © #12 x 1' PHILLIPS HEADED SCREW 2 ENDWALL GIRT O 1/8' x 1/4' POP RIVET 0 GIRT O E 3 O Q #RV6604 -6 -3 BULB FASTENER E • 2 ` 2 S„ NUMBER Z . 2 ` T © Q OF BOLTS 2 Q • • • • c, 3 O 40 O g p 20 2 0 o C I, , I ' I IIL BOLT O 0 GIRT BRIDGE REFERENCE GB -1 UC -3 CLIP GIRT BRIDGE GB-1 I SIDEWALL GIRT CONNECTION D FSg SIDEWALL GIRT CONNECTION D v' SIDEWALL GIRT CONNECTION D FS9 RECORD RECORD RECORD EXPANDABLE ENDWALL 55 EXPANDABLE ENDWALL 58 INTERIOR COLUMN 59 EXTERIOR . . p 1 NOTE 1 O 1 NOTE 1 GIRTS SEE LAP PAGE FLANGE NOTE 1: FOR FLA NGES FOR TO 1/2'x8" FOR ERECTION FLANGE r 1.\..S '� BRACE Q BOLT BRACE STEPS , -tS �O , � o 0 �� FOR FLANGES OVER 1/2 'x8 ,- I- o o USE ® BOLT o 0 .- . ,' © 2 0 1 NOTE 1 1 i 0 0 1 • • 0 • 0 1 04 NOTE 1 •• 0 3 VARIES \-ERECTION NOTE: FLANGE BRACE 0 BOLT ONE SIDE OF FRAME ALTERNATE , m m , ONLY, UNLESS NOTED NOTE: FLANGE BRACE ,W W OTHERWISE GIRT ONE SIDE OF FRAME .2 O 0 ONLY, UNLESS NOTED . 4 ` .. .. OTHERWISE 0 ' ' —' -' E S CP I NOTE 1 } --� 2 NOTE t �.;� CCLP p O ALTERNATE ALTERNATE ALTERNATE ALTERNATE . NG NO. SIDEWALL GIRT CONNECTION D v60 SIDEWALL GIRT CONNECTION D\Z 63 RECORD RECORD LAP AT INTERIOR COLUMNS 60 - 62 SIMPLE SPAN AT INTERIOR COLUMNS O F TU Kr� 63 CITY OF �rkwlt_a DATE N0. REVISIONS BY CHI. DATE DRAWN DRAWING TITLE OWNER DWG. NO. _ MAR 2 5 ?002 'FILE NAME CHECKED ' 2002 MORGAN ROAD _ SD3 SUN 509) 839 7000944 GIRT FRAMING DETAILS LOCATION JOB NO. I ERMI I ULN1 ER — FAX (509) 839 -0383 THIS DRAWING IS NOT BUILD SYSTEMS . BUILDER SHEET OF TO SCALE •OLUT I ONS ♦ SERVICE DESIGN LOADS - a 4a 1 I i I I i I I 1 �� .,,,, .. 1 'I 1 I I I 1 I ,I. 1.1 I . 0 Inch 1/16 1 2 3 A 5 6 t ,w ,w!r ^T vrT yr Sl VL Lt 6l. i, di S � is L _t._. • 0 ' IIIIIlIIIIhIIIIiii h iiiiiiIIIIIIIiiiiHmiliIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIhIiIIIIIIIIlllllllllllllllllllllllllllllmi •■■■ . 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REPLACI NG THE A BOLT WI TH IF / STRUT THE ® BOLT. . THEN MOUNT THE EAVE STRUT ANGLE ON TOP OF PURLI N & TEK SCREW DOWN PER DETAIL RF73. EAVE STRUT .ANGLE PURLI N CONNECTI ON D RF70 EAVE STRUT CONNECTI ON D RF7 EAVE STRUT ' FLASHI NG LAYOUT DWG RF73 RECORD RECORD RECORD BYFRAME ENDWALL - FLUSH PURLI NS 70 E ND VI EW DATE NO. REVI SI ONS BY CHK. DATE DRAWN 71 _ 82 DRAWL NG TI TLE OWNER �,11 RECEIVED DWG. NO. F1 LE NAME CHECKED 2 02 MO RGAN 9131944 IVAR `2 5 ;200? SUNNYS DE, WW. PURLI FRAMING DET I LS STRUT LOCATION JOB NO. — SD4 ( 509) 837 -7008 S TEEL BUILDINGS B UI LDER FAx c 509> 839 -0383 PERMIT CtNI'Ek SHEET OF Conant ModTHIS DRAWL NG I S NOT product 5 1461 TO SCALE A Conant Mod DES! GN LOADS I . 1 I, .., I 1'I I I 1 1 1 I I, r 1 I l . I . 1 . 1 I 1 0 Inch 1/16 1 2 3 A 5 6 , 8•'�.. 5t Vt ii Li ii. iJt ti L C V __I._. 0 I IIIIIIII�IIIIIII1I1111111IIIIII�IIIIII . 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BOLT V REFERENCE 2O UC -2 CLI P 2 2© UC -2 CLIP , C O • X UC -2 CLIP E • ENDWALL FRAMED ❑PENI NG DWG NaB ENDWALL FRAMED ❑PENI NG DWG N60 SI DEWALL FRAMED ❑PENI NG DWG Na RECORD RECORD RECORD STANDARD ENDWALL 158 159 EXPANDABLE ENDWALL . 160 161 --4----- , • . . 1 0 • 4 _ ' PURLI N RAKE ANGLE -\ RA -1 4 \ d - GI RT, HEADER .,-.›. OR EAVE STRUT . . 0 FIELD DOOR HEADER UC -2 CLIP . FIELD n�T 2 .. DRI LL I � �p� � � 0 s 10 , ' :irl. UC -2 CL IP l=-17-9 0 O AI 4 1. 0 DOOR JAMB 4 RAFTER , "� DOOR HEADER © • • ` w . UC -2 CLIP CEE JAMB . 33 2© ` DOOR JAMB 0 2 � , , • UC -2 CLI P -/ t,, CEE JAMB UC -2 CLIP - Y ____Jv_____ • FRAMED ❑PENI NG C❑NNECTI ❑N W - l s 2 FRAMED ❑PENI NG C❑NNECTI ON D W G W J ° 0 FRAMED ❑PENI NG C❑NNECTI ON D J0 4 ENDWALL FRAMED ❑PENI NG DWG 07 HEADER TO JAMB R`E' CORD RECORD RECORD RE IVE RECORD 162 GIRT TO JAMB 170 - 173 JAMB TO GIRT JAMB TO PURLI N - CURIITV✓A , I�1,JWALL s u DATE NO. REVISIONS BY CHK. DATE DRAWN DRAW! NG TITLE OWNER � DWG. NO. FILE NAME CHECKED 200 MORG ROA44 MAR 2 200 ?_ SUNN SIDE 989 DOOR FRAMI NG DETAILS LOCATION JOB NO. _ SD8 C509) 839 -7000 F'ENMH CENTER BUI L DING SYST FAX (509) 839 -0383 THIS DRAW! NG 1 S NOT BUILDER SHEET OF iv. TO SCALE SOLUTIONS + SERVICE DESIGN LOADS _ I I i 1 I I I 1 1 I 11 . I ;ii'I "j � 1i ;,I, . , 1 I I! , 1, � I . I , 1 1'I 0 Inch 1/16 1 '2 3 A 5 6 ,,, �L� .,. �., r IIIIIIIII` IIIIIIIIIIIIIIIIIIIIIIIIIIl IIIIIIIII! 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' t I • • a • • + Jou • ,� 1 aaaaa. .rte �^^� `"^..'\ — `r""^1. ��""'. ^^'^ • +1 BUI LDI NG EAVE SA 41 BUI LDI NG BASE BASE ANGLE BUI LDI NG BASE BASE ANGLE PANEL PROFI LE PANEL PROFILE BA -1 4 PANEL PROFILE BA -1 4 FASTENER PLACEMENT D pI FASTENER PLACEMENT DWFP2• FASTENER PLACEMENT D'G NO. • STANDARD ROOF - R36 PANEL RECORD SI DEWALL - A36 PANEL RECORD SI DEWALL - W36 PANEL • RECORD SI DELAP, SEE NOTE 2 SI DELAP, SEE NOTE 2 STI TCH SCREW . - . . @• 20' o. C. . ¶_ • • • • • I , ■ RAKE r•••' . ■ RAKE �� NOTES ANGLE . ANGLE �� „ RA -1 4 1 1 RA -1 4 �5��` CONTI NUOUS BUI LDI NG RAKE - SEE r ON BOTTL. E�� 1 BUI LDI NG RAKE - SEE NOTE 1 BEARI NG R, �� MASTIC & GREATER, PANELS TO BE � 1 . 1: 1 2 PI TCH SHOW 2.12 PI TCH © N� -? " FIELD CUT. - o� . iiLLAP, SEE NOTE 2 4 SI DELAP, SEE NOTE 2 ROOF SI DELAP - R36 PANEL 1 - \ .O - / q 1 . 1 2. ROOF & WALL STI TCH FASTENERS STITCH SCREW ( PANEL TO PANEL) ARE 20' @ 20' 0. C. \ . ' o. C. 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Na - 2002 MORGAN ROAD FILE NAME CHECKED SUNNYE, 944 RAKE AND EA'IE FRAMING DETAILS LOCATION PERMIT CENTFR JOB NO. SDI (SQ9> SID 839 WA -7000 98 THI S DRAWI NG I S NOT U I L DI N G SYS T E M S FAX (509) 839 -0383 BUI LDER SHEET TO SCALE SOLUTIONS ♦ SERVICE DESIGN LOADS 0 OF I� - 1 I i 1 •I , I I' I c i I' f. i i iT i l i a 1 i i l is i i i i .., ; 1 j 1 i1 . 0 Inch 1/16 1 2 3 d 5 6 ;� y w`lYTE^ rrorr�'� , S I -.. r....__ _ G . ` ` --- ■-.1 - -- -- - - -. .. C _ i —1--- o 1 I1111IIII` IIHIIIII1111II1I111111I1il Iii1h1III _ IIII111111111111111111 1111111111111111111 IIIIIII I II IIIII111111111IIIIIIIIIII11 . 1111111I11II 1 --- . ■ • SCREW SCHEDULE D #12 - 14 TEK W/ WASHER p 2 ' . CONTINUOUS MASTIC CONTINUOUS RAKE TRIM UNDER RAKE TRIM 2' -0' o.c. CONTINUOUS MASTIC MASTIC UNDER #12 - 14 x 1 TEK W/O WASHER RT -14 RAKE TRIM ® RAKL TRIM •� R T -14 UNDER RAKE TRIM 2 #12 x 3/4' STITCH RAKE TRIM O PARTITION #12 x 1' PHILLIPS HEADED SCREW INSIDE D - - RT - 14 ` FLASH . cP). CLOSURE RAKE ANGLE RAKE ANGLE -.f PF -14 0 1/8' x 1/4' POP RIVET NGLE - - AIIII■ -41=11M1 RA -14 RA -14 INI•11111 O #RV6604 -6 -3 BULB FASTENER INSIDE 11111 NUMBER ORNER TRIM RAKE OF SCREWS © _ 2' -0' •.c. - ANGLE 4 " ICIF 14 ,, - � _ 0 2 -0 o.c. © � I RA 14 , ..2' -0" O.C. ili SCREW __ ` © - "L� II. :..!�� REFERENCE © SPL. RAKE �01 A Is OL FLASH S © Q� I S • RF -14 � DO � L.L.USURE ► -� . • SEAL BY ' RAKE ANGLE OTHERS INSIDE O .. I RA -14 CLOSURE I • ' CMU WALL ' I RAKE ANGLE r 0 —1 LINER PANEL BY OTHERS RA -14 (OPTIONAL) D WC'i N0. D brCi N0. D O RAKE DETAIL TS, RAKE DETAIL TS2 DETAIL SHEETED ENDWALL RECORD CMU WALL RECORD . . EXTENSION • SOFFIT - O- • 2' -0' o.c. CONTINUOUS lir RAKE TRIM MASTIC UNDER W INSIDE CLOSURE INSIDE CLOSURE INSIDE E I RAKE TRIM 6' STIC TOP 3 W /MASTIC TOP CLOSURE RT -14 ,� & BOTTOM & BOTTOM = ��L INSIDE RE i �� fri • ��'-� —�_. -, RAKE �� S CLOSU �� r AN b _ " �� SPECIAL ' ► - , 2' -0' 0. � � INS IDE EAVE TRIM & BOTTOM 2' -0' o.c. © CORNER , D E , TRIM SET -14 L � ©` . .. _ .. EAVE TRIM - ICIF -14 NY� , • • SOFFIT ■ ET -14 L - - © S • TRIM INSIDE J : -� EAVE • ST -14 O CORNER LINER ` ; , � , IC -14 © ` O ANGLE I © WALL PANEL RAKE ELA -14 BY OTHERS . OUTSIDE ANGLE r - CMU WALL BY OTHERS CLOSURE r RA -14 LINER PANEL NOTE: SEAL AS REQUIRED (OPTIONAL) DkvG NO. RAKE DETAIL T S4 EAVE DETAIL TS5 D NO. EAVE DETAIL TS6 EAVE DETAIL RECORD PURLIN EXTENSION - SOFFIT SHEETED SIDEWALL - EAVE TRIM RECORD RECORD RECEIVED RECORD SPECIAL EAVE TRIM SPECIAL EAVE TRINFIA'cEM -Uvv BALL DATE NO. 111 REVISIONS BY CNC DATE DRAWN DRAWING OWNER FILE NAME CHECKED MAR 2 5 ?00? 2002 MORGAN ROAD SUNNYSIDE, WA. 98944 i LOCATION JOB NO. i (509) 839 -7000 • -- BUILDING S YSTEMS FAX (509) 839 -0383 f CRM T CENTER THIS DRAWING IS NOT BUILDER SHEET OF 4 TO SCALE SOLUTION• + •E RV I CE , I . I , I I r I I I 1 I , I I I ' I ' . 4 I I 1 I I I 1 I 0 Inch 1/16 1 2 , 1 3 ' ■ 1 d 5 6 g i / ' - "Fr a- Ti .- 41 . L, U r , -. ".' 7 j. -".; 7 2 --- I- , C ---- 7 i'' 17 L l 0 t 11111ii11IIIIJLI1111II11111111I11111 , IIIII1111111111 . 1111111 111111111111111111IIIIIIII1l1111 1111i1111 111111IIII1111I1111IIIILIIIIIIIIIIIILIIIIIIIIIII1! ' \ I • SCREW SCHEDULE D #12 - 14 x 1 1/2' TEK W /WASHER • 2' 7 0' '• CONTINUOUS MASTIC CONTINUOUS RAKE TRIM © UNDER RAKE TRIM 2 CONTINUOUS MA MASTIC UNDER © #12 - 14 x 1 TEK 'I/O WASHER RT - 14 RAKE TRIM MASTIC " 3/4' — — • RT - 14 © UNDER RAKE TRIM 2' -0 o.c. RAKE TRIM © #12 x 3/4 STITCH W /WASHER RAKE TRIM © PARTITION #12 x 1' PHILLIPS HEA SCREW INSIDE . `;'_ ; D — — Al RT - 14 FLASH . ' C LOSURE � PF -14 0 1/8' x 1/4' POP RIVET RAKE ANGLE RAKE ANGLE AIX: 1r ; 0 4 ?L'i INSIDE , RA 14 . A 0 #RV6604 - 6 - 3 BULB FASTENER _ p � , OF SCREWS - " _ 2 0 • .c. :� 0 2 0 c. I 1 . 2 -9� © II' ■'�� ■s�ii�'� REFERENCE II O ST -14 u .2 OUTSIDE I FIELD NOTCH CLOSURE ► • . RA -14 ANGLE ST -14 --RAKE ANGLE @ PURLIN CLIPS FIELD NOTCH INSIDE O� RA 14 RA -14 ANGLE CLOSURE 1 - ' @ PURLIN CLIPS RAKE r Di ---i_ FIELD CUT & FIT PARTITION ANG14 LINER PANEL FLASHING BETWEEN PURLINS ( OPTIONAL ) • RAKE DETAIL DWG TS1 RAKE DETAIL DWG TS2' RAKE DE TAIL DWG N . SHEETED ENDWALL REC OPEN ENDWALL RECORD PURLIN EXTENSION - NO SOFFIT TRECORD • • 2' -0" o.c. CONTINUOUS ID ROOF IS PITCH ' I MASTIC UNDER INSIDE CLOSURE IS 1:12 & UNDER RAKE TRIM RAKE TRIM p_....H W /MASTIC TOP INSIDE CLOSURE RT - 14 �4�& BOTTOM rl....' W/MASTIC TOP INSIDE CLOSURE • - �O� - ANEW - _ & BOTTOM W /MASTIC TOP 9 )S - ►�4_ . -- INSIDE , , rE,_______..\6' & BOTTOM INSIDE CLOSURE • � RAKE II ' 1�� / _ - - - - -' - - -- - - -- -. - - - - -- - -- CLOSURE , ` _ f �= ANGLE OUTSIDE " _ RA -14 CLOSURE 2 -0 © INSIDE _ 2' -0' o.c.� :, fr 2© 0 CE2R NE © ,� 0 INSIDE ' _ "Q 0 '.,.,,� i � ; �... EAVE TRIM II SH CORNER 2 0 o.c. `_ _ _ _ - ICIF -14 FLASH • e • ET -14 ✓� 0 SOFFIT ' ' © L- ift ', ` ICIF -14 EAVE TRIM - O� P ' p �� TRIM © - EAVE - _ �S� ST -14 © LINER = . GUTTER . urea ET 14 �O CTF -14 D AANGLE © EG -14 EAVE LINER RAKE ELA -14 ANGLE O EAVE STRU OD FIELD NOTCH 1 ANGLE r -" . ELA -14 ANGLEESA -14 RA -14 ANGLE 14 @ PURLIN CLIPS . LINER PANEL LINER PANEL ( OPTIONAL ) ( OPTIONAL ) DWG NO. DWG NO. RAKE DETAIL DWG °' EAVE DETAIL DWG T s EAVE DETAIL TS6 EAVE DETAIL TS7 PURLIN EXTENSION - SOFFIT RECORD RECORD 'RECORD RECORD SHEETED SIDEWALL - EAVE TRIM SHEETED SIDEWALL - GUTTER OPEN SIDEWel�Eo C'ITV O TI IKIA /u n DATE N0. REVI SI ONS BY CHK. DATE DRAWN DRAWL NG TI TLE OWNER D. NO. FILE NAME CHECKED 2002 MORGAN ROAD MAR 2 5 200? S UNNYSIDE, WA. 98944 RAKE AND EA'SE FRAMI NG DETAILS LOCATION JOB NO. SDI C509> 839 -700 ■ FAX (509) 839 -0383 PERMIT CENTER THI S DRAWI NG I S NOT B U I L DI N G SYSTEMS BUI LDER SHEET OF TO SCALE $OLUT I ONS + $E RV I CE DESIGN LOADS l L13. 4" i I ' I I I' I I I 1. �� I i I i i i(i � i (� I (i il i . i i i . I , I ' I � I .,, ; .II I 0 Inch 1/16 1 a. 2 3 4 5 6 \I !Iffy ^irrirvrrre , ,rELyJ. ..��. r , g `;,. 7 qi ..._ - - i - w - 1 1j 1 -. _ _c--- : ___. -- z 1 ,_.,..,,- 0 1 hIIIIII( IIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILIIIIIIIIIIII .............. ' • • SCREW SCHEDULE O #12 - 14 x 1 1/2" TEK W /WASHER • A P 1 1 d #12 - 14 x 1' TEK W/O WASHER ° NOT A-TPI DOES • #12 x 3/4' STITCH W /WASHER DOJsOT /2" INSIDE CLOSURE �50� AppL� INSIDE #12 x 1' PHILLIPS HEADED SCREW - INSIDE CLOSURE W /MASTIC TOP �p CLOSURE • 1/8' x 1/4' POP RIVET 6 ' W /MASTIC TOP W /MASTIC TOP HIGH SIDE & BOTTOM & BOTTOM OUTSIDE CLOSURE OUTS Q #RV6604 - 6 - 3 BULB FASTENER & BOTTOM , EAVE TRIM / - NUMBER � '4_ - - - -- � �-�� HET -14 OF SCREWS �� = --:T , v EAVE TRIM Q 1' 0 SCREW ET -14 REFERENCE • 0 0 2' -0' o.c. 2' 0 O.C. EAVE GUTTER SPACER TRIM EG -14 , HESA -14 SP -14 EAVE STRUT ANGLE FLASH • 2' 0 O.C. ESA -14 EAVE DETAIL D W TSB ' EAVE DETAIL DW TS9 . HIGH SIDE EAVE DETAIL NO. PARTIALLY SHEETED SIDEWALL RECORD . OPEN SIDEWALL . RECORD OPEN SIDEWALL RECORD INSIDE • . OUTSIDE CLOSURE CLOSURE W /MASTIC TOP HIGH SIDE . & BOTTOM , HET 14 RIM -1-01 A'P ' - Ti INSIDE INSIDE H � SAG ANGLE I' I . CORNER CLOSURE Oi ` 2 , 0 I) I SA -14 H i TRIM ( 0 C INSIDE ICIF -14 CLOSURE 0 0 J j INSIDE , CLOSURE , 1 . � EAVE ` & , . LINER 0 - BASE ANGLE 0O `! BASE GIRT RAKE ANGLE • ANGLE BA -14 SPECIAL HEADER RA -14 I II ELA -14 TRIM SHT -14 i LINER PANEL LINER PANEL LINER PANEL (OPTIONAL) . COPTONAL) ( OPTIONAL ) HIGH SIDE EAVE DETAIL DWG TS11 BASE DETAIL DV TS12 BASE DETAIL DWG s13 BASE DETAIL DV TS14 RECORD RECORD - RECORD RECENCD SHEETED SIDEWALL BASE ANGLE BASE GIRT PARTITION i'J�►IILi`L "I -A RECORD DATE NO. REVI SI ONS BY CHK, DATE DRAWNI IYI�HK �� DRAWL NG TI TLE 01rNER 2 5 2 002 DUG. NO. FILE NAME CHECKED ?00O RGAN ROA SUNNYSI M DE, WA. 989D 44 EAVE AND BASE FRAMING DETAILS LOCATION PERMIT CEN ER JOB NO. SD11 (509) 839 -7000 B UILDING SYSTEMS FAX (509) 839 -0383 _ THIS DRAWL NG I S NOT BUILDER SHEET OF 1-U TO SCALE $OLUT I ONS ♦ SERVICE DESIGN LOADS 1 3 . I , I 1 . I i i ' i i i . i' I i I ! , ,ui i i i . I i I .,i , I ,. I 1 i I ( j I I 1 0 Inch 1/16' 1 2 3 4 5 6 • ,'( Y° . _. . -. - Yir't riv't r'r , ,V -LA)J. '-s - _ _ g l ..�. �_'._... L.M.- - % i _ , . l l �� I_ . ._ �:_ .Y. _.._, __.,,) ,_.� _.—. IT__ — i, _ t -- w .— o 1 hiiiI1II` ILIIIIIIIIIIIIIIIIIIIIIIIII I1IIIIIIIIIIIII IIIIIII_ Illillllllll1IIIIIIIII1IIIIIIIII1IIIIIIIIIIIIIIIIIIII11IIIIIIIIILIIIIIIIIIIIII . IIIIIIIIIII1! • A SCREW SCHEDULE V #12 14 x 1 1/2' TEK W /WASHER 15' _ O #12 - 1'4 x 1' TEK W/O WASHER 1 ZN OT AppLY _- © #12 x 3/4' STITCH W /WASHER VARIES FORMED UNIVERSAL RIDGE DOES 74 _ ® #12 x 1' PHILLIPS HEADED SCREW 3' - _ = / -RIDGE CAP CAP 0 1/8' x 1/4' POP RIVET 4 MI N. t t URC-14 0 #RV6604 - 6 - 3 BULB FASTENER ` ® ci PEAK PURLIN NUMBER ApVLY , OUTSIDE OF SCREWS �Or OUTSIDE 4 0i )O MASTIC CLOSURE W /MASTIC SOFFIT PANEL \--SCREW PEAK PURLIN El I REFERENCE . 4 4. PEAK PURLIN REVERSE RIDGE . CAP RRC -14 NOTE: FIELD BEND RIDGE CAP WHEN ROOF PITCH IS OVER 4:12. • PEAK DETAIL DWG TS15 PEAK DETAIL DWG TSi6 PEAK DETAIL DWGTSI° FORMED RIDGE CAP REC UNIVERSAL RIDGE CAP CORD REVERSE RIDGE - SOFFIT RECORD Q DOOR HEADER fl/- DOOR JAMB - `I : 7 N ___,...\.... DOES NOT APPLY N AT �ppLY T f' ppLY 6N • Q DOES D4E5 1 � �HTAD4 R TRIM N '' HEADER TRIM —�.. WINDOW JAMB CONTINUOUS WALL PANEL JAMB TRIM . JAMB MASTIC __ SHAPE MAY JT -14 • DOOR HEADER __ - - — — VARY \ WALL PANEL k - /: . SHAPE MAYO ■ C -TRIM VARY ∎ CTF -14 ` 1 DOOR JAMB '''' HEADER TRIM HT -14. ' WINDOW JAMB 0 WINDOW SILL ,; C -TR CTF -14 . IF- ' FIELD BEND FLAT JAMB TRIM . it . * JT -14 WINDOW SILL REEF PANEL ENDLAP DWTS 8 JAMB TRIM DETAIL DO TS 9 HEADER TRIM DETAIL DO TS o WINDOW TRIMEC TA DWG NO. IL TS21 CORD RECORD - RECORD CITY cr TtiKvvtLA RECORD R36 PANEL WALK DOOR & OVERHEAD DOOR WALK DOOR & . OVERHEAD DOOR ' DATE NO. REVI SI ONS BY CHIC DATE DRAWN DRAWI NG TI TLE OWNER MAR ) ruu? DWG. NO. FILE NAME CHECKED 2002 MO RGAN ROAD PERMIT CENTER SUNNYSIDE, WA. 98944 ROOF AND WALL TRIM DETAILS LOCATION JOB NO. SD12 (509) 839 -7000 B U I L D I N G 'SYSTEMS FAx (509) 839 -0383 THIS DRA NG I S NOT BUILDER SHEET OF 4)- TO SCALE SOLUTIONS + SERVICE DESIGN LOADS `/� • ,; I ii iii iii i ; ; 0 Inch 1/16 1 2 v 3' 4 5 6 IIIII I 1.11 i!i` 1Ii!! II1111I111I11i1iIr111ii .!iiiii!i1i!ii! !III I IIII I IIII II�II IIIIId iilili!li!!!I!!!!�i1!11!!!! iiiiliiii1 I I III IIII IIIII1 • ..................._____________ , .SCREW SCHEDULE / _ PLACE RIDGE /-PLACE RIDGE O #12 - 14 x 1 1/2' TEK W /WASHER CAP UNDER - RAKE TRIM CAP UNDER 0 #12 14 x 1 TEK W/0 WASHER RAKE TRIM i 8 #12 x 3/4' STITCH W /WASHER �� ?L� . * #12 x 1' PHILLIPS HEADED SCREW - 140 A� ® 1/8 x 1/4 POP RIVET MASTIC -0 ••0 Q #RV6604 -6 -3 BULB FASTENER MASTIC O _ __________. - NUMBER FJ l� OF SCREWS v - I REFERENCE II II '� �� PEAK ENDCAP � 1 Al . • ./- PEAK ENDCAP A POP RIVET _ 101 PEAK ENDCAP � I POP RIVET TO RAKE TRIM POP RIVET TO RAKE TRIM TO RAKE TRIM PEAK ENDCAP DETAIL D PC1 PEAK ENDCAP DETAIL D P C2 . PEAK ENDCAP DETAIL D PC3 STANDARD BUILDING �C °RD OPEN ENDWALL RECORD SINGLE SLOPE RECORD T h??V DD J s - o _ �+L.t N RID R GE CAP U DE RAKE TRIM . Z -FLASH . i MASTIC . %'‘■• / 1 �.. I , r "-- PEAK ENDCAP �I POP RIVET y • • TO RAKE TRIM PEAK ENDCAP DETAIL D PC4 DWG No. DWG NO. DWG NO. RECORD RECORD RECORD RECORD SR18 ROOF RECEIVED CITY (W TI :Dm A DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. NO. FILE NAME CHECKED 2 002 MORGAN ROAD 89 VAR 2 ` ?nn? SUNN WA 944 PEAK ENDCAP DETAILS LOCATION • JOB NO. SD12A FAX (509) 0383 PERMIT Lc. i : , THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER SHEET OF . TO SCALE $OLUT I ON$ + SERVICE DESIGN LOADS 15 /t • I 1 ,' I I I 1 •I I I '' I ' ' 1 , 1 i I I i_I i_ I i i _ ii , -, I I 1 I -. I '' I ' I , I i s i � ' 0 Inch 1/16 1 2 3 4 5 6 � vA....),._,...._._ r St >r[ 1.I c,I i ti b'" L _ � �_ _ ti y I L I .._....- __ 0 II VIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII !IIIIIIIIIIIIII IIIIIIIII1IIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII • • 'SCREW SCHEDULE • O #12 - 14 x 1 1/2' TEK W /WASHER • • © #12 - 14 x 1' TEK W/0 WASHER I 0 #12 x 3/4' STITCH W %WASHER L j . • . #12 x 1' PHILLIPS HEADED SCREW - S NQT App p 0 1/8' x 1/4' POP RIVET DBE ESN °T Ap LI Q #RV6604 -6 -3 BULB FASTENER NUMBER I OF SCREWS 40--N, 0 1 4 SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 I • SCREW I 17" REFERENCE 0 -_____ '0' 8 ;I •• ' -"I .. CORNER TRIM CORNER TRIM ACTL -14 TRIM CORNER TRIM CT -14 CT -14 SEE NOTE 2 CT -14 1 /2 r - 6 " 77 • CORNER DETAIL IM 2O CORNER DETAIL DW TSZ CORNER DETAIL DW TSZa W36 PANEL RECORD A36 PANEL . RECORD ENDING CORNER - A36 PANEL RECORD • *SEE NOTE 1 o SEE NOTE 1 NOTES DOE 1. TRIM ARE 20TI STITCH FULL FASTENERS LENGTH OF TRIM. INSIDE CORNER TRIM INSIDE CORNER TRIM ICF -14 1 ICF -14 2. TEK SCREW ACT -14 & • AACTL -14 BASE, EAVE, SEE NOTE 1 . ' & MID GIRTS. SEE NOTE 1 SEE NOTE 1 • . DOES N OT _ „ ppLY ACT -14 TRIM ' 1 SEE NOTE 2 CORNER TRIM CT -14 12 6 CORNER DETAIL DW TS25 INSIDE CORNER DETAIL DW NO TS2 INSIDE CORNER DETAIL D TS27 ENDING CORNER - A36 PANEL RECORD W36 PANEL RECORD RECORD RECEIVED A36 PANEL CITY OF TUKWILA. DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. NO. FILE NAME CHECKED • 2002 RG MOAN ROAD IVAR 2 ?DO? _ SD13 SU (509) 839-7000 944 CORNER TRIM DETAILS LOCATION JOB NO. FAX C509) 839 -0383 PERMIT CENTER THIS DRAWING IS NOT BU I L D I N G SYSTEMS BUILDER SHEET OF TO SCALE 'ROUST I ON* f SERVICE DESIGN LOADS I I I I I I I I i ' ' ' ' ' ; 1 ' ' ' 1 ' i I I i i 0 Inch 1/16 'I 2 3 4. 5 6 , Y . � Y , .W!!L' rrOrrr 1 611H1161111H6HH61111.11110HUMIHMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiid 1IIIIIIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIIIIIIIII1 • SCREW SCHEDULE O #12- 14 x 1 1/2' TEK W /WASHER © #12 - 1'4 x 1' TEK W/0 WASHER CORNER CAP 0 #12 x 3/4' STITCH W /WASHER CC - 2R & #12 x 1' PHILLIPS HEADED SCREW _ CC - 2L . * 0 )111)# 1/8' x 1/4' POP RIVET ► 1 Q #RV6604 -6 -3 BULB FASTENER I � �, NUMBER • %W. / SCREWS 1 10 4 i c > CORNER '�•t CC -1R & CAP •� # • SCREW CC -1L REFERENCE . $ EXTEND RAKE TRIM 6' BEYOND i • SIDEWALL PANELS. EXTEND RAKE TRIM ` 6" BEYOND POP RIVET CORNER SIDEWALL PANELS. ► CAP TO RAKE TRIM • • USE CC -3 & CC -4 FOR STANDING SEAM. CORNER CAP DETAIL IM s 8 CORNER CAP DETAIL DWG T529 CORNER CAP DETAIL D WG NO. RECORD EAVE TRIM RECORD EAVE GUTTER RECORD PLY MAIN BUILDING SN OT Ps -13I31:1 AP COLUMN DOE DO� pT APPL HIGH EAVE ROOF LINE HIGH EAR = K uUF LINE D - a s INSIDE CLOSURE INSIDE 1 i RAKE ' STEP FLASH CLOSURE ANGLE SF - 14 LEAN -TO FLASH STEP STEP „ml 11111 RA -14 WMASTIC LTF -14 t� - PANELS i N phll i l i , PANELS O .. ..' _ �■ -- - ' • INSIDE 8& ` • OUTSIDE © 0 CLOSURE S W /MASTIC L❑W SAVE ROOF LINE LOW EAVE ROOF LINE PURLIN FIELD CUT PANELS FIELD CUT PANELS 2 : 12 CUT 6" 3 : 12 CUT 9" WING UNIT <OPEN AREA) • • 4 : 12 CUT 12' RAFTER 1 : 12 PITCH PANELS MUST. BE STEP PANELS MUST BE FIELD FIELD CUT 3' AT BOTTOM OF PANEL CUT TO PITCH AT TOP & BOTTOM CHANGE OF EAVE HEIGHT D1T N O . CHANGE OF EAVE HAIGHT D T532 CHANGE OF EAVE HEI GHT ,D TS33 CHANGE OF EAVE HEIGHT DO TO S RECORD RECORD RECORD RE CEIVED RECORD ROOF TO ROOF WALL TO ROOF - LEAN-TO STEP PANEL STEPCI /I.A DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER MAR 2 5 ?0O? DWG. NO. - 20 MORGAN ROAD C FILE NAME CHECKED , SUNN YSIDE, WA. 98944 TRIM DETAILS LOCATION Oprann CFNTE9 JOB NO. SD14 <509) 839 -7000 FAX (509) 839 -0383 THIS DRAWING IS NOT BU I L D I N G SYSTEMS BUILDER SHEET OF z-1, TO SCALE SOLUTION$ + $E RV I CE DESIGN LOADS f I I , . , 1 I . I ' I I I I I . I . i I i I i i i . i , , i i . i l i i , " . , i I I i I ,, I I i I 0 Inch 1/16 1 2 3: 4 5 6 W 1 ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I II�I� LIIIIIII�IIIIIIIII1IIII iiiI IIIIlIiIIIIIII II I II iIII IIII IIIt IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII ■••••■ . A ■ • SCREW SCHEDULE D'SPOUT HOLDER(2 PC) • OD #12 - 14 x 1 1/2' TEK W /WASHER GUTTER OUTLET T TB 1 ` LOCATE AT 5' -0" o.c. O #12 - 1'4 x 1' TEK W/O WASHER , EG -14 O / UP WALL FROM BASE F ------- 1 #12 x 3/4' STITCH W /WASHER �r/ DS 10 DOWNSPOUT . AT MAJOR RIB • . ® r 1. x 1' PHILLIPS HEADED SCREW - . x 1/4' POP RIVET L...„ O #RV6604 -6 -3 BULB FASTENER ' 0/ — NUMBER FIELD CUT 4 1/ i OF SCREWS CAULK WITH • . . BOTTOM OF / SEALANT W36 PANEL 4O GUTTER & 4 tW BEND NTO D'S POUT 4000r' D'SPOUT HOLDER(2 PC) SCREW CAULK WITH LOCATE AT 5' -0' o.c. REFERENCE SEALANT UP WALL FROM BASE DOWNSPOUT . AT VALLEY OF PANEL CROSS CUT GUTTER EG -14 DS -10 .F BOTTOM OF GUTTER CUT HOLE IN THE BOTTOM OF GUTTER TO FIT OUTLET TUBE INSIDE. CAULK _•• / \ AS NECESSARY & POP RIVET OUTLET ; ` TUBE TO GUTTER. POP RIVET DOWNSPOUT TO OUTLET TUBE AS SHOWN IN METHOD 1 A36 PANEL DOWNSPOUT DETAIL D GD1 DOWNSPOUT DETAIL LNG NO. GD2 DOWNSPOUT HOLDER DETAIL D GD3 DOWNSPOUT TO GUTTER - METHOD 1 R CORD DOWNSPOUT TO GUTTER - METHOD 2 R CORD RECORD ADD OUTSIDE • LAP GUTTER 2" AT NOTES: ADD INSIDE CLOSURE W /MASTIC CLOSURE IF • �- �� _ _ -1111-111111- GUTTER �� -- — DISCONTINUITIES. ON TOP OF GUTTER IF THE ROOF ROOF PITCH IS EG -14 CAULK AS NECESSARY PITCH IS 1 :12 & LESS. 112 & LOWER • © & POP RIVET. GUTTER STRAP IS TO BE PLACED LOCATE D'SPOUT ON THE INSIDE OF THE GUTTER Br 1' 0 1' 0 AT CENTERLINE G OF COLUMN ROOF PANEL IT �i DOWNSPOUT D OV S� DS 10 / / . • A V ■ I 5' -0" o.c. ELBOW GUTTER .eze 2' -0" 0. c. ____es. EB -1 EG -14 .. DOWNSPOUT ' © DOWNSPOUT ti � ��■ �\ __ /� \�I�1 �� HOLDER DSS -1 1 , HOLDER DSS -1 1 5' -0' o.c. • CLOSURE GUTTER ' ELBOW ELBOW ENDCAP EB -1 PLACE CAP INSIDE OF GUTTER _ T EB - 1 ` � AN POP RIVET TO GUTTER GEC 1L GUTTER GU TER STRAP It . _ A GEC -1R _ GS -1 AND CAULK INSIDE AS EG 14 NECESSARY. DOWNSPOUT DETAIL DkvG GD4 DOWNSPOUT DETAIL D GDS GUTTER ENDCAP DETAIL D` NO. GU TTER STRAP PLACEMENT D DO RECORD RECORD RECORD �r ri iK�11 RECORD SHEETED SIDEWALL OPEN SIDEWALL CI1Y DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER V R 2 5 ?no! DWG. NO. 2002 MORGAN ROAD FILE NAME CHECKED S UNNYSIDE, WA. 98944 GUTTER DETAILS LOCATION PERMITcpnl JOB NO. SD15 C509) 839 -7000 �Er FAX (509) 839 -0383 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER SHEET OF TO SCALE $OLUT I ON• ♦ SERVICE DESIGN LOADS ) a • I I i I 111- I I 1 I i. li iii�Iii1ri i i -, 1 `'1 1 I • �. I i I • 0 Inch 1/16 1 2 3 A 5 6 , . S l / ......,q I .�_.__ 1 _ G .. . ` ` . _ __. 2 -, _ - - - -- 0 1 hlliliiiiIIilllliilIIllli iiiIllillil.iW1II IllllIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Illlilii iIIIIIII III iiiiiIiiiiliili�ii�ii » .. .. - . N -o COLOR — T 1\1113° O 17cf..2_ . i DO . 5' M COLOR '�� S N N COLOR SHT - 14 r COLOR .1 ..c3 CO aj r ; REFERENCE #26711 . S. " 1. 625' — 50 I . 625' COLOR cv) . 1. 5' ...9-9.. • SHTA -14 REFERENCE #26712 HEADER. TRIM DUG NO . C —TRIM INC NO , SPECIAL HEADER TRIM DwG NO. JAMB TRIM DWG NO. HT -14 RECORD RECORD RECORD RECORD 26112 CTF -14 26113 SHT -14, SHTA -14 26711 JT -14 26122 • • r 625" ire r 2 , ___ El . / ' — �L 3 C e V • COLOR ai Orr �� N l f' �O� ( ' � O�s COLOR COLOR 0 �0° r -.073 � N -� � ni o r 1 . 25' 2. 625' 3. 375 " 1:.. 1 RECEIVED CITY OF TIJKW!I.A 'VAR 2 5 2002 PERMIT CENTER JAMB TRIM COLD STYLE) DwG NO. INSIDE CORNER FLASHING mac NO. OUTSIDE CORNER FLASHING D■G NO. INSIDE CORNER TRIM DwG NO. OJT -14 RECORD RECORD RECORD RECORD 26131 ICIF -14 26221 ICOF-14 26212 ICF-14 F —14 26231 DATE N0. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. NO. FILE NAME CHECKED • 2002 RGAN ROAD SUNNYSI MODE WA. 98944 TRIM PROFILES LOCATION JOB. NO. SD16 <509) 839 -7000 B UILDING SYSTEMS FAX (509) 839 -0383 THIS DRAWING IS NOT BUILDER SHEET OF TO SCALE SOLUTIONS + SERVICE DESIGN LOADS 1....),2 1....),2 11 1 I I 1 1 1 1 1 1 1 I. I • ." 'iIiiiiiiimili .,,, '� I! 1 I i,. I ,. I11 0 Inch 1/16 1 2 3 A 5 6 ' :i y ..WZr mrtyrirre y y .11.40 1 _s _ • 1 IIIIIIIII IIIIIIIIIIIIIIIIII�IIIiiIII IIIIIIII IIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIII1IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII • , • . O U . �. 3�s~ 11 ~ SNOT • APPLY DOE 1 r . 1 / / \ Cu COLOR c)... N M N OT AppLY o , A �; T AppLY �; DOES �' D OES NO ii ) I. 1 .... ' / L 8. 625" DJ 8. s~ ] • A ce w 0 0 J J 0 0 U U FACADE TOP CAP DWG NO. FACADE TOP CAP DWG NO . FACADE BOTTOM CAP DWG NO . Z— FLASHI NG DWG Na 1 FT-1 4 RECORD RECORD RECORD RECORD 26850 FTC -1 4 26860 F B -1 4 26870 ZF -1 4 26880 A ppLY O5 NOT 1. 2 s" OE 'NOT A PPLY .� D • to cu .I 1 to to ] 6111C;14 COLOR ii"._-, ...e COLOR ` La___ • in 8 15" RECEP-_ -i CITY OF T1:t V , _ • • MAR 2 u ono? • PERMIT CE_NTFR I HI GH SI DE SPACER TRIM DWG N0' LEAN —TO DRIP FLASHI NG DWG NO. HI GH EAVE LINER ANGLE DWG NO. DWG NO. RECORD RECORD RECORD RECORD HSP -1 4 26745 LTD -1 4 26983 HELA -1 4 26990 ' DATE NO. REVI SI ONS A BY CHK. DATE DRAWN DRAWL NG TI TLE OWNER DWG. NO. FILE NAME CHECKED SUNNYSIDER WA. 98944 TRIM PROFILES LOCATION JOB NO. SD52 (509) 83 - 7000 B UILDING SYSTEMS FAX (509) 839 -0383 B UILDER SHEET OF THIS DRAWL NG I S NOT I 'f� TO SCALE •OLUT I ONS + SERV I CE DESIGN LOADS ao i , . . , I i'i's' i i i ,, I , i ,,,,, ,l1 alp I. , .., i I i i,, ,, 1 , s . , i I 0 Inch 1/16 1 2 3 4 5 6 � r ..+�.ae �f r "irr( Tm , rfL0.1. -su t IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi�iIiI I lI IIIIIl 7 " 4..5 1. 125" 9 • ...a-B. , COLOR COLOR \_..„ In COLOR r` ao s NOT pp, lfi �, caLOR DOE . l in / l A 1 . 375" \ 1 . 5. 875" J • CORNER. TRIM DwC NO. EAVE TRIM DwG NO. HIGH SIDE EAVE TRIM DwG N0 . RAKE TRIM Dw3 N0. CT -14 RECORD RECORD RECORD RECORD 26211 ET -14 26311 HET -14 R T -14 26312 26321 • P ?LY . S O1 - 5. 75" ES O P Ap DO r DO 5, 75" OT Ap PLY. . DO N COLOR COLOR In a 4 . rJ " 0 COLOR d " . b . 375" '��5" \--- I ECE!vi=L) • 4. 5" - I OF TUK.A /pI A 1 1'f L 7. 5" c..I NEAR 2 5 'O02 SEG -12 SAME SHAPE PERMIT CENTER REFERENCE #26345 GALV. SR -18 RAKE TRIM Dw(i N0' SR -18 HIGH SIDE EAVE -TRM DWG N0' EAVE GUTTER DwG N °' SPECIAL EAVE GUTTER D■G NO. SRT -14 RECORD RECORD RECORD RECORD 26322 HETS -14 26312 EG -14 -1, EG14-3 26331 SEG -14 26340 • DATE N0. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. NO. FILE NAME CHECKED 2002 MORGAN ROAD • SD17 S <509 D 839 7 000 944 TRIM PROFILES LOCATION JOB NO. -- THI DRAWING IS NOT BUILDING SYSTEMS FAX (509) 839 -0383 — TO SCALE $OLVT I ON$ ♦ SERVICE DESIGN LOADS BUILDER SHGI\ OF 4;2 ' I I h' I I 11 I. I . i I iLi i I i i ll i i i� i i i i .,.1 i i I I l i I • 1 i 0 Inch 1/16 1 2 • '3 A 5 6 St Vt L ' Li t OF t c V . E, L i 0 I IIIIIIII I1IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII IIIII . IIIIIIIII1IIIIIIIII1IIIIIIIII IIIIIIIIi 1111111111111111111 IIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIII ---- . . . 1 " F 1 OT AppLY _ D OES NO APPLY N DOE . t In 9. 1 25 COLOR ] :71 -,,, COLOR 4 COLOR �1 8 cm 4, 625" 0 U • EAVE STRUT ANGLE FLASH DWG N0 ' PARTI TI ON TRI M DWG NO. EAVE LI NER ANGLE DWG NO. ENDI NG CORNER TRI M DWG N0' RECORD RECORD RECORD RECORD ESA-14 26980 PF -1 4 26981 ELA -1 4 26994 ACTL -1 4 26400 • OT APP NOT APP DOES N : OES NOT 1. 875" A ppLY DOES COLOR. 4. 1 25" r 1 ._ COLOR Ui " COLOR in 5 s s r . L a_______ j)_1_______—eA' . 6 RECEIVED " ITY niz TIJKlnin A 00 MAR ,) >> 100 0 U `'E`Mt i (;EN-i -E- STARTING CORNER TRIM DWG N0' LEAN -TD FLASH DWG N0. SR-18 8 LEAN -TD FLASH nWG N0' SR-18 RAKE CLOSURE TRIM INC No. RECORD RECORD RECORD RECORD ACT -14 26410 LTF -1 4 26982 SLT -14 26984 RCT -1 4 26985 DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWI NG TITLE OWNER DWG. NO. FILE NAME CHECKED - 2 002 MORGAN ROAD SUNNYSIDE WA. 98944 TRIM PROFILES LOCATION JOB NO. SD47 C509) 839 -7000 — " BUILDING SYSTEMS FAX C509) 839 -0383 BUILDE SHE ET [�� TH1 S DRAWL NG I S NOT y OF 142 TO SCALE •OLVT I ONS + SERVICE DESIGN LOADS I i i i _ i .. i i,, I I I i i i " I i i 1 I ' 1 , 1 I I I I' I I 1 ! I I , i "� I I ! i I , i , I , I I 0 Inch 1/16 1 2 3 4 5 6 ' ,, .Y . -War" " r( rrT , y v..)i _. I C I V 1 U L 1 i :i IVI { . __ .J .. t. c 11 F L l 0 1 h111 iudii I I I I 1h1 i i h1IIIIIIIIiiiiIIII1111111111111111111111miliiiIIIIIIIIIII iiiiliiii1► iiiliiiiliiiiliiiiliiiiliiiiliiiiliiiilliiIIIII llil 111111 IIIIII1IIIII1IIId • �VL,�I DOES NOT APPLY . OT gIVE 5 SOT D O E S -9o� COLOR COLOR ....3 COLOR COLOR 4, ...0 kz3 -, • 4" c1 PEAK. CAP DWG ND . SINGLE SLOPE P EAK CAP DWG NO. SR -1 8 PEAK CAP DW N O . SDEPI T TRI M DWG NO. RECORD RECORD R ECORD RECORD PC-1, PC -3 26200 SPC -1 , SPC -2 2620 PCS -1 , PCS - 26201 ST -1 4 26721 • 1.25" ,p. COLOR 1 • 1 -1 /4" O Q` c o R36 TOP CAP CC -2 26821 . COLOR COLOR COLOR RECEIVED P p 2. 5" 0 � , COLOR 6' CITY OF. TUKWILA MAR OP PERMI i CE LATER SR18 TOP CAP CC -3 26822 D WG N0. D WG N0. DWG NO DWG NO. CORNER CAP CORNER CAP CORNER CAP SPACER TRIM D RECORD RECORD 26820 CC -2 & CC -3 RECORD RECORD CC -1 26821 CC-4 26 823 SP-14 26741 DATE NO. REVI SI ONS BY CHK. DATE DRAWN DRAWI NG TITLE OWNER DWG. NO. FILE NAME CHECKED 0 2002 MORGAN ROAD SD48 SUNNYSI <509> 839 7000944 TRIM PROFILES LOCATION _JOB NO. B UILDING S FAX C509) 839 -0383 THI S DRAWL NG I S NOT BUI LDER SHEET OF TO SCALE $OLUT I ON$ + SE NV I CE DESIGN LOADS (a 3 L. 1 .1 1 I I 1 I I 1' i i i l i, ..,, .. i i 1 , I , 1 I I . I . ' I 0 Inch 1/16 1 2 3, A 5 6 %, e - irm i r�' r ( v rr r .a y r i.,ti� >,..s _ r 1 �iiI IIII Iil�liiii�iiiili�i��iiiiliiii�IIII !lII1h1iil11i1 111il111111il►liiii1iliiI i1ii►1I111I III I iii iiiiliiiihiiiii iliiiihrnhiliImi .. .crostorra• ap.xs m S N OT AP DOES APPLY - DOE NOT A _ ES NO T APPLY DO 4. 1 25' ' 4 7. 5" 8.8 ra _5,112-1 DWG NO. DWG N0. DWG NO. SR -1 8 RI DGE CAP DWG NO . ' A' 84 ' F' PANEL RI DGE CAP UNI VERSAL RI DGE CAP REVERSE RI DGE CAP RECORD RECORD RECORD RECORD SRC -1 4 261824 ARC -14 261926 URC-14 261927 RRC -1 4 261928 Pp I S 10 �' PL : r DO 1 40rV g . DOV , r re _____ ,_____1 14, 1 `0 pi 9R COLOR 2S NVpL � N I V � , S _ 1 3 3' RECEIVED . CITY OF It lIonill./a AR 2 5 ','002 - • PERf4I7 CENTER GALV . DWG NO. DWG N0. AWG NO. D WG N0. VALLEY FLASHI NG STEP FLASHI NG SR -1 8 STEP FLASH RI DGE CAP CLOSURE RECORD RECORD RECORD RECORD \/F -14 261929 SF-14 26991 S SF -1 4 26992 RCC -1 26993 - DATE NO. REVI SI ONS BY CHK, DATE DRAWN DRAWI NG TI TLE OWNER DWG. NO. 2002 MORGAN ROAD JOB NO. ' F I L E N A M E CHECKED SUNNYSIDE, WA. 98944 TRIM PROFILES LOCATION SD49 <509) 839 - 7000 THI S DRAWL NG I S NOT BU I L D I N G SYSTEMS FAX (509) 839 -0383 , BUI LDER SHEET OF y TO SCALE $OLUT I ONS + SERVICE DESIGN LOADS I I t I L I I I I " I t I i 1 1 t t i 1 1 1 1 1 i `� t i ._ t . 1 1 i I t ` III I. I i 1 0 Inch 1/16 1 2 3 A 5 6 I � Y!r ^ 1'r T ,VA. �_ r Iiiiilliii1iil11111�Ii11111111111iii�iiii !iiiilaiiil1ll1h 1 1111 i1I1111 1111 111 1111I1111�1111 IIIi�IIII IIII nil Iiidi Iili�iiiilii�� , A E S NOT APP1.,Y • OV3 DoT A ppLl 4.62 - 2• 3, 625' . 4.125" r------1 COLOR CDLOR 17 F j o �+ cu 4 CDLOR 2•� Q J (-- J • I NSI DE EAVE TRI M DWG NO. DUTSI DE EAVE TRI M DWG NO. ' A' & ' F' RI DGE VENT TRI M DWG NO . ' A' & ' F' CORNER TRI M � NO. RECORD RECORD RECORD RECORD I ET-14 26988 OET-14 26989 ACC -1 4 26997 AC -1 26998 ?? o T App 5�OT :� DO ES -SO �pE � s� 0 s. s 0 �� COLOR N COLOR in iq N.• y co 4. 625" FIELD CUT TO FI T DWG NO. DWG NO. p‘,4 NO. DWG NO. I A' & ' F' _ TRACK COVER CAP HI GH EAVE ANGLE TRI M RECORD RECORD RECORD RECORD AC -2 26999 TR -1 4 26830 TRC -1 26840 \vESA -1 4 26995 • DATE NO. REVI SI ONS BY CHK. DATE DRAWN DRAW'I NG TI TLE OWNER DWG. NO. 2002 MORGAN ROAD JOB NO. F1 LE NAME CHECKED n.suN W A. 944 TRIM PROFILES LOCATION SD50 39 - 7 000 98 THIS DRAW'! NG I S NOT BUILDING SYSTEMS Fax (509) 839 -0383 BUILDER SHEET OF TO SCALE •OLUT I ONS + SE RV I CE DESIGN LOADS AS 4 I I+ I ' 1 I I I I I.1 1 iiii I 1i l- IIII;IiIii_II ' I 11 0 Inch 1/16 ` 1 2 3 a , 5 6 t � `1, 1rff" 4 Tr,r.irre y 4' �Ly 1. .,a .r 1 1liiilllii1ii. IIIII1IIIlliii11lliu111diiii !1iiiliiiilI hllllilll1llliIiiii IILIIIIII IIIIIIIII1IIIIIiIil1illllliiih111 ,11iih111iiiid 11111 d Illo . . .0.°"°°°°111.°A _ . 4. 25' • ` 1 itillsm 1 -43 • 4 It lit 1 . O 0 • • GUTTER STRAP DWC N0 ' OUTLET TUBE D " o ' DOWNSPOUT D "o ' DWG N0 ' RECORD RECORD RECORD ELBOW B ❑ W — RECORD GS -1 26534 OT - 1 DS - 26535 26540 E B -1 26421 • 4,5" t ucl 1 il r•-• ‘15 D 7,T COLOR COLOR RECEIVED D••• g S � e 3 'ITY OF TUKWILA • PERMIT CENTER GAL V. GUTTER STRAP DWG N0' GUTTER END CAP (LEFT) DWG NO. GUTTER END CAP (RIGHT) DWG NO. SPL, EAVE GUTTER CAP DWG NO. RECORD RECORD 26530 GEC -1L 2651 GEC -1R RECORD 26520 SEG -CAP RE GS-1 26350 DATE NO. . REVISIONS BY CHI( DATE DRAWN DRAWING TITLE OWNER DWG. NO. FILE NAME CHECKED • 2002 MORG ROAD _ S018 SUN 509 D 839 -7000 944 TRIM PROFILES LOCATION JOB NO. FAX (509) 839 -0383 BUILDER SHEET OF �� THIS DRAWING IS NOT BUILDING SYSTEMS , t1IIMEN■ 11•11111111%. TO SCALE iOLUT 1 ONi I. iERV I CE DESIGN LOADS d T l I‘'‘ 1 I !, ii ( i iii`1i i Mi iii I ii i I I I I I � I i I I I i •i ! I I I . . I i� ,, i I I 0 Inch 1/16 1 2 .\ '3 d 5 6 � Tr , hi1 ii�iiilliiiil►iilliiii�liillHu h iiiiiiiihiuhilIIIIIIIIIIi IIIIIIIIIllllllllll�lllllllll Illliliii�itiiliiiiliiiii dmiliiiihiiIIIIIII. ■ , A G J V r �+ N „N k:31\b' ky. 0 cJ �, + I tip° �, I O cJ I a II a a a //�� `- S • a 90° tx in I l e in \ �J ' 0 0 V�OV� a in „ in I li a 9 0 ° N.j. I o ' a �u 0 0 0 N I'S 7" 0 O� �S 0 O� �S '� I �� c> t r J 1 � �` r 0 ' S � ■ -/ Ns 0%, 9 N 0 0 • 0 D. ESCH -1 j:if ° D' ES C -1 A = 85° �• 0° ESC -2 A = 80° , 4° ESC -3 A = 76° 9° ESC -4 A = 71° CEE EAVE STRUT CLIP DW N0' HIGH SIDE EAVE STRUT CLIP DWG NO. COLUMN BASE CLIP DWG NO. ENDWALL PURLIN CLIP DWG NO. RECORD RECORD ESC 221010 ESCH 221020 ECB -1 RECORD RECORD • 221030 ESC 221040 1 • GB -1 N AT APPLY ^, „ s I " �9 0 ° ` U i 0 P. 7 ...... \ II 0 0 r; 1 6; 0 c)I\ cs S 0 ._________i , r 90 ° 4" HALES ‘c\°\- cp i ti� ar ye, a GB -2 - 24" • �.+ , GB -2 = 36" 0`. PEAK CLIPS ECPC -.25, ECPC -.50, ECPC -.75, ECPC -1.5, ECPC -2, ECPC =3, ECPC -4, ECPC -5, ECPC -6, & ECPC -8 EXPANDABLE END FRAME ARE THE SAME SHAPE 1 UNIVERSAL DOOR FRAME CLIP DWG Na GIRT BRIDGE DWG NO. PEAK CLIP 'DWG NO _ COLUMN TOP CLIP DWG NO. RFrp UC -2 RECORD RECORD RECORD CITY OF � r,,Ec 11_ 221050 GB -1, GB -2, & GB -3 221060 ECPC -1 RECORD DATE NO. REVISIONS BY CHI( DATE DRAWN 2210 EXTC-1 221080 DRAWING TITLE OWNER )VI[U -? ? b 2002 DWG. NO. 20 RGAN FILE NAME CHECKED SUNNO2 YSIDE MO , WA. 98944 ROAD CLIP PROFILES LOCATION PERMIT CENTER JOB NO. SD19 (509) 839 -7000 B U I L D I N G SYSTEMS FAX (509) 839 -0383 THIS DRAWING IS NOT BUILDER SHEET OF 14,,. TO SCALE $OLUT IONS 1. iERV I CE DESIGN LOADS a1 1 1 i 1 , 1 1' L' 1. I. 1' I' 1. I I 11 I I 1 1 I 1 i i ,' 1 1 1 I , I ,, i I 0 Inch 1/16 1 2 '3 d 5 6 1 hii;iiii i i i t i I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIII ILI IIIIIIII1IIIIIIIIIIIIIIIIIIIIII IIIII IIIIIIIII IIIIIIIIIIIIIIIIIII I IIiliii hilIiiill i ■ • s B • = T Ap ?L�l • 2• \er'''"\t? 3I\ ' 0 _ NV 8 11 . 90 . , . 90 . r) O0 Q In In , I, .• In in S= CU II CU 11 1 co V 0 0 �r II -; 0 P„, Cli II �) 0 Q e P. I 11 A \ \\ I %cS ' �r �, S �a , j ,0 e cp \,\0\- e s Ls\ 6 S cI I ti • a = S I ti ∎ _s ( o a s e Di Di S c; I 1 N a 8 8 0 � a e �r �r � ' r ••••••••••••::•••• � D• J 1M NO. D W G NO. DWG NO . •,./..... ENDWALL SPLICE PLATE ENDWALL PURLIN CLIP ENDWALL PURLIN CLIP 10" GIRT /PURLIN CLIP D NO. RECORD RECORD 221090 ESOP -2 ESOP -3 RECORD RECORD LTRC -1 221100 221110 1 10 U C -'� 221120 • • /0(0 0 ii Cn i „ (D a to N 90° 5I S . • 90° c"i cu I, \4). II 11 90° � ? (1-1 'I • I, cU _s • In ..,.//eNi'%<.z..>„., if) cu a] ' a G " 35° 11 N GI 0 r 0 S r Or:;) IO\ `‘ � k..\ °) 11 � 5 5 N s r ,0.- 0 s r N 0 1,p a = -10: 8 0 \ � r (0.e). 0 r s= • 5.� N . . 12" GIRT /PURLIN CLIP DwG NO. GIRT CLIP DWG N °' X -BRACE BOLT -ON CLIP DWG NO. X -BRACE BOLT -ON CLIP DWG NO. UC-5 RECORD RECORD RECORD RECORD 221130 UC -3 221140 EXB -1 EXB -2 • u 221 150 221060 DATE NO. REVISIONS BY CHI( DATE DRAWN i r I FFn�i'a DRAWING TITLE OWNER l• DWG. NO. FILE NAME CHECKED SUNN SIDE, WA. 98944 CLIP PROFILES LOCATION !WAR 2 5 200? JOB NO. SD20 (509) 839 -7000 ' BUILDING SYSTEMS Fax (509) 839 -0383 P CENTER S HEET OF THI DRAWING IS NOT BUILDER 1-161 TO SCALE $OLUT I ON$ + SERVICE DESIGN LOADS . II I I .1 , I I I I I I I i i i li I i - i I I ,i ..� l i i i i � I i i i I •^■ I ! I I I I 1. I f i I y ' ' 0 inch 1/16 1 2 3 4 5 6 q e �`.Tr«' �nirnrr I ii 1 I IIIIIL IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII IIIIII�IIIiiIIII1IIIIIIIIIIId • 3" �0� • s 2 ", �I�ro 0\4)4\' , C I � 9 e I tis �,p� s . • s S� N �0 e e ., S " s -9& I e e f e D NO. D NO. D WG NO. \e WELDED GIRT/PURLIN CLIP WELDED FLANGE BRACE CLIP X -BRACE BELT ON CLIP WIND BRACE CLIP DWG NO. RECORD RECORD PG -WELD 221200 FB -CLIP RECORD 221 21 0 EXB -3 2211 �o FC -3 RECORD " • 221 295 \� S O Vs "' 90 Ns 0 0 , „ . . \065's „ 0 c.5 cA I , GI S\, tss 0 „30,(d% 0, 1 N " "� s 0 s k IC) 1 S\..." . (,) Y PURLIN /GIRT CLIP 10" DWG N0' SPECIAL BASE CLIP DWG NO. PURLIN /GIRT NO. RECORD CLIP DWG N0' WG LI WELDED GIRT /PUEWb CLI D RECORD 221240 E C B -2 R PG -10 221035 PG-1 RECORD 221 330 P G 3 YOFTUE�,,,„ RECORD DATE NO. REVISIONS BY CHK. DATE DRAWN 221 350 DRAWING TITLE OWNER 171717774j7772 DWG. NO. L...... FILE NAME CHECKED 2002 MORGAN ROAD SUNNYSIDE, WA. 98944 CLIP PROFILES LOCATION PERMIT CENTER JOB NO. SD21 1509) 839 -7 000 _ THIS DRAWING IS NOT B U I L DI N G SYSTEMS FAX (509) 839 -0383 BUILDER SHEET OF 1401 TO SCALE iOLVT I ONi ♦ i E RV I CE DESIGN LOADS c( A ' I I i I I I I' I Y. I I I I I I . i i i! I i . i ._ 1 I I i j $ i I 1 i i. i,, ,I I I , I ! r. I I , ! I I 0 Inch . 1/16 1 2 3 4 5 6 • I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILIIIIIIIIII IIIIIILIIIIIIIIIIII IIIIIIIII IIII1III IIIIIIII1I111tIM IIIIIIIIIIIIIIIIIIIIIIIIIIIiRIIIIIIIIIII . , 2' e s- ° 0 • 0 37. • ° ec N16 - . " e 0 9 p� °' \ c g , I. r te= s 9 yo g z r t: • t.P . , Q icet,,,s, I... • s \ e p u).„, ,,k..r. • \ \a y 6 t . ° M e B c?3\" 1 C3 " e G 1 0 • SR -18 SPLICE PLATE DWG NO WALK DOOR SPECIAL CLIP DWG NO. INSET /OUTSET GIRT CLIP DWG NO. PURLIN /GIRT CLIP DWG NO. RECORD RECORD RECORD RECORD SP -16 221 460 WDS -1 221 420 IG -1 221 310 PG -SPL 221 Sao e t\I •9(0 .0r N e I.4°rC P.‘? , 0 e. 5,,, (3 N s 0 '‘ V "� �� / 1�M 90 V 90 y 4L in to ��ES (-0 ,, 1, ps ''i O S �i I T. ,r p� / A �I 0 N s= � O �I ' 0 p si = i 3 p ti\ \ess"---'/---------.--c"\II PK -2 A =80° PK -3 A =76° PK -4 A =71° SR -18 SPLICE PLATE DWG N0' FACADE HANGER CLIP D`v NO' FACADE HANGER CLIP DkvG N0' EXP, PEAK CLIP R\/.ABLE DWG NO. SP -16A RECORD RECORD RECORD -V OR TLIKWILA RECORD 221 470 FHC -1 221430 FHC -2 221 440 PK -1 221 450 0 s u DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER - , l / DWG. NO 2 AN FI NAME CHECKED SUNNYSIDE002 M, ORGWA. ROAD 9 8944 CLIP PROFILES LOCATION PERMIT CENTER JOB NO. SD21B (509) 839 -7000 , THIS DRAWING IS NOT BUILDING 4 SYSTEMS FAX (509) 839 -0383 TO SCALE SOLUTIONS ♦ SERVICE DESIGN LOADS BUILDER SHEET or �� i I, . , 1 I I' I I I 1 I ; + I ,Iilii,,iI1i1ii I i i i, -+ 1 I, 1 ,, 1, i, I , I 0 Inch , 1/16 1 2 3 A 5 6 w =.. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIItIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilIIIII IIII IIIIIIIIIIIIIIIIIIIIIIIIIIItIIIIIIIIIIIIIIIIIIIIII - . PPL APP�,� OVS NpT A O .OT O'� p'P PLY D _ DOES N 1. 5" VARIES °' VARIES r u I r I r 5. 5` r 1 „I . tn iL.nr ED 5/8' SLOTTED UD CD 5/8' SLOTTED 5/8" SLOTTED SA -14 cv HOLES cu HOLES N HOLES REFERENCE #211003 1.25 M 1.25' • SA -20 REFERENCE #211004 • FACADE SAG ANGLE DWG N0 ' FACADE WIND BRACE ANGLE DWG NO . FACADE WI ND BRACE ANGLE DWG NO . I SAG ANGLE ' DWG NO. RECORD RECORD FSA -1 21100 FWA -1 F WA -2 RECORD RECORD 211002 21 '1 ooi SA-14, 4, SA - 20 211 003 • 8. 5' r 1 1 • f 6' 8. 625' 2 5 Co • I I r , 1 (U � CU if 1. 125' 1. 375' • D N0. D NO. DWG N0 BASE ANGLE RAKE ANGLE RAKE CHANNEL RAKE CHANNEL SPLI CE DWG NO. BA -1 4 RECORD RECORD RECORD RECORD 2191 0 RA -1 4 21 950 RC -1 4 21 960 RCS C: R OF T{ 221 370 DATE NO. REVISIONS BY CHK. DATE DRAWN DRAW'! NG TI TLE OWNER �n DwG. NO. 2002 MORGAN MAR 2 5 700? FI LE NAME CHECKED SUNNYSIDE WA. 98944 ROAD ANGLE PROFI LES LOCATI ON JOB NO. SD53 FAX (509) (509) 9-0383 P ERMIT CENTEF' _ ^ THIS DRAVI NG I S NOT BUILDING FAX BUILDER SHEET OF TO SCALE $OLUT I ON• ♦ $ E RV I CE DESIGN LOADS 31 4 - 2 ` 1 I I I i 1 1 ' i 1 I I I 1 I i i i i i f l i i`i i ri i i i i I "i 1 1 1 ! r I ., I 1 r i I i 0 Inch 1/16 1 2 3 d 5 6 ,,ln l * n��n rnra+ f 4 1 IiIIii IIIIII IIIIII IIIII IIIIiI IIIIIIIIl1lllIIII h iiiiiii Bill►IIIIIiiiliiillllIIII IIIIIIIIIIIIIIIIIIILIIIiiiIIIml ............. . p LY AppLY .Ort A S- NY? DO ES NOT 25' � 8125" 5, 4375" r 6. 31 25 6 125 5. S� � In 0 ,) 1 .:r. ,. EAVE STRUT ANGLE DWG NO . EAVE STRUT ANGLE DWG NO . EAVE STRUT ANGLE DwG NO . • EAVE STRUT ANGLE DWG NO. EA-. 25 ( PI TCH 1 /4' : 1 2') RECORD RECORD RECORD RECORD 21 970 EA -. 5 CPI TCH 1 /2' : 1 2') 21 975 EA -1 CPI TCH 1 ' : 1 2') . 21980 EA-I . 5 ( PI TCH 1 . 5' : 1 2') 21 983 LY ppL AppLY L3 SOT App S SOT A E5 SOT � O� Ap p O DOE DO DO 5. 125" 4 7 5" 6 5\l.). , \ie.3. 25" j • S� ' a , U7 Pir tU ( N . r., L1 . d In �0 In EAVE STRUT ANGLE DwG NO. EAVE STRUT ANGLE DWG N0 ' EAVE STRUT ANGLE DWG NO . EAVE STRUTREAKiLE DWG NO. r RECORD RECORD RE CORD uh. ICJ {CiM! p RECORD l' 21985 EA -3 CPI TCH 3' : 1 2') EA -2 CPI TCH 2' 12') 21990 EA -4 ( PI TCH 4' 12' ) 21 995 EA -6 ( PI TCH 6' 1 2' ) 21 996 n �- • DATE NO. REVI SI ONS BY CHK. DATE DRAWN DRAWI NG TI TLE OWNER WYa 1!-11� <.. , -p gib DWG. NO. FILE NAME CHECKED • 2002 MORGAN ROAD PF_RMI TCENTE R JOB NO. SU NNYSIDE, WA 98944 ANGLE PROFILES LOCATION SD54 (509) 839 -7 000 TH1 S DRAWL NG I S NOT B U I L D I NG S Y S T EMS FAX <509) 839 -0383 BUILDER SHEET OF�� TO SCALE SOLUT 1 ONS + SE RV 1 CE DESIGN LOADS I , , I I I I I ( I ,,H;,. I i i i- ! i j . I I i � I , I i 0 Inch 1/16 2 '.;:, 4 5 6 ,). -NWT ^Te,ry T. h i i iIi'iiIt d i i i II IIIIIIIIIIIIIi1111111111111111111IIIIIIIIi1 , IIIIIIIIIIIIIIIIIIIIIIIH 1 . • ( C;: CU PPL� O O • L OAS.OT P. 0 c A .4- • . Zo[ 1�OA 1 Dovs s= O O r.nr sa,tti2ee\ 14 E e e O O ® 4 1. d .. e • O O HIGH SI DE EAVE ANGLE DWG NO' SPECIAL EAVE STRUT ANGLE DWG "0' _ FACADE T -PLATE D "o' FACADE VERTICAL CEE DWG NO. RECORD RECORD 21997 SEA- 21998 F TP -1 RECORD RECORD HEA- , 21106 FV 211 05 • • DWG NO. DWG NO. DWG NO. DWG NO. RECEIVED A , -1 - 1 -- y nF 7( <�N11 RECORD RECORD RECORD RECORD DATE DRAWN mQ)� 7nnl • DATE NO. REVI SI ONS BY CHK. DRAWL NG TI TLE OWNER L "" D. NO. - 2002 MORGAN ROAD rcri411 r CENTER FILE NAME CHECKED SD55 SUN(509) 8NYSIDE, 3 9 -7 WA. 000 98944 ANGLE PROFILES LOCATION JOB NO. THI - . , BUILDING SYSTEM F AX cso9) 839 - 0383 - BUILDER SHEET OF TO SCALE *SLUT I ONO + OE RV I CE DESIGN LOADS ?)3 `�� I I ( I � i I I I I . i . i I il_i._i i i I ' ! i l i i ",I' ' i i I `1 1 1. 1 ,,. I i I ` i . 0 Inch" 1/16 1 2 3 d 1 5 6 ' ;').e WTr Trrvr r , oiL i1. ,_J.., IIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIII _ II IIII! IIIIILIII1IIiI1IIII1IIII1LIII1iiii IIIIIIIIIIIIII1IIII IIIiiiI I I IIIIIIIIIIIIIIIIIIIIIIIi IIIIIIIIIIIII SCREW SCHEDULE ® #12 - 14 x 1 1/2' TEK W /WASHER 12" o.c. #12 - 1'4 x 1' TEK W/O WASHER 3 /FOOT `�� ROOF PANEL Qi `„ #12 x 3/4' STITCH W /WASHER , • /- SKYLITE = 1 " x 3/32' MASTIC ® #12 x 1' PHILLIPS HEADED SCREW - 12' o.c. f ® 1/8' x 1/4' POP RIVET �; ■ ROOF PANEL O #RV6604 -6 -3 BULB FASTENER NUMBER �� SKYLITE PANEL ' � �\ \\A\ SKYLITE SKYLITE OVER R P OF SCREWS R36 ANEL 4 . 1 X. 1 x 3/32 4 �. #1,,l a,`. %.\,w% 1N. \la ,ike.A M A S T I C \-SCREW 12" _ 3o.c. REFERENCE 2 3 /FOOT • '1> 0 1 "x 3/32' MASTIC NOTE 1: ERECTION TIP= INSTALL WALL CITES ROOF PANEL AND 3" BACKING PANEL BEFORE SKYLITE ROOF PANEL IS INSTALLED. DOUBLE MASTIC REQUIRED / . • AT LOWER END LAP. SINGLE MASTIC REQUIRED ROOF , I AT UPPER END LAP, PANEL R36 PANEL OVER SKYLITE SKYLITE DETAIL D SLI SKYLITE DETAIL D` SL2 SKYLITE DETAIL DW SL3 . ASSEMBLY SEQUENCE RECORD END LAP DETAIL RECORD SIDE LAP DETAIL RECORD • EAVE STRUT . EAVE STRUT 3 /FOOT 12' o.c. 12" o.c. 3 /FOOT , � p VO 3 /FOOT `� il�Iv S�o� IS WALL PANEL lib • �� p � App - / • �0� WALL -CITE NI. . �� III /____\ ` � i ♦ WALL -LIT'- Es ` WLB -3 • 12' o.c. • WALL PANEL 12' o PANEL KING <>\ . W36 PANEL OVER WALL -LITE A36 PANEL OVER WALL- -LITE SEE NOTE 1 L-.., .. 12' o.c. 3 /FOOT 12' o.c. . • ''--\‘ .. 7 0-\ WALL -CITE • WALL -CITE Il WALL -LITE WALL PANEL r ill . WALL PANEL WALL PANEL WALL -LITE WALL PANEL WALL -LITE OVER W36 PANEL WALL -LITE OVER A36 PANEL . WALL -LITE DETAIL DWG WALL -LITE DETAIL D .2 WALL -LITE DETAIL D GLS . WALL -LITE Fpg, \TrQ D NO' ASSEMBLY DETAIL (W/ EAVE GUTTER) RECORD SIDE LAP DETAIL RECORD SIDE LAP DETAIL RECORD ASSEMBLY DETAIL (W% (fAV rI RIM) RECORD DATE NO • REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER IV(J -\F :� 5 Y00',' DWG. NO. 2002 MORGAN , FILE NAME CHECKED ' SUN WA 98944 RO SKYLIGHT 8. WALL LIGHT DETAILS LOCATION PERM C FN i rc. JON NO. SD32 (509) 839 -7000 THIS DRAWING IS NOT ' B UILDING SYSTEMS FAX (509) 839 -0383 BUILDER SHE OF TO SCALE •GLUTION$ ♦ •E RV I CE DESIGN LOADS -s 'Ili \ 3 4 t. ' I 1 I I. .. I j. 1 :, l i l. l ; 1, i i i i i i i i1 � i i 11 I i i iy i i o.y � ly i � t I t I I i„ 1 t I 0 Inch 1/16 1 2 3 4 5 6 ` hi IIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIILIIIIII !IIII IiiII III IIIIIIIIiIIIIIIIIIIIIIIIIiiIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII III IIii IIIIIIIIIII1 • .. , SCREW SCHEDULE . O #1 2- 14 x 1 1/2' TEK W /WASHER . © #12 - '1 4 x V ' TEK WO WASHER C #12 x 3/4' STITCH W /WASHER ® #12 x 1' PHI LLI PS HEADED SCREW 0 1/8° x 1 /4' POP RI VET . Q #RV6604 -6 -3 BULB FASTENER \ 0/ - NUMBER OF SCREWS , 4O ©2 ©2 4 = 6- SA -14 SA - 4 SA -1 4 SCREW ' ' ' . ' ' REFERENCE 11111 m111110111111 • • SAG ANGLE CDNNECTI DNS D SA SAG ANGLE CDNNECTI DNS D S2 SAG ANGLE CDNNECTI DNS DWG SA3 EAVE & MI D PURLI NS RECORD PEAK PURLI N CORD SAG ANGLE SPLI CE RECORD • • EXB -1 EXB -2 ALTERNATE ALTERNATE . . • EYEBOLT �' . IIIIIIIII mi � IIIIIIIII C��.. ��.." ------ 811111 t \` • PLACE CABLE END STRAND POSITION STRAND AT THE COLOR ROTATE THE OTHER LEG AROUND COMPLETE INSTALLATION BY THRU EYE OF EYEBOLT.. CODE MARK AND WRAP THIS LEG THE STRAND AT THE COLOR CODE WRAPPING BOTH LEGS ON STRAND ON APPROXIMATELY 3 PITCHES. MARK. . COMPLETELY. MAKE SURE ENDS ARE SNAPPED INTO PLACE. CABLE END I NSTALLATI DN D CE1 ' CABLE END I NSTALLATI ON DS E2. CABLE END I NSTALLATI DN D ‘" cE3 CABLE END I NSTAL, ,ATI DN 1:14 E NO. • STEP 1 RECORD RECORD STEP 3 RECORD STEP 4 STEP 2 �In' 01 ruRbvil RECORD DATE NO. • REVI SI ONS BY CHK. DATE DRAWN - + DRAWING TI TLE O�AVER ( D1vG. NO. 2002 MORGAN M CF I F� F1 LE NAME CHECKED • SUNNYSIDE, WA. 98944 ROAD PURLI N SAG ANGLE AND PER SD37 (509) 839 -7000 CABLE DETAI LS LOCATION : JOB NO. BUILDING SYSTEMS FAX (509) 839 -0383 THIS DRAWL NG I S NOT BUI LDER SHEET OF TO SCALE $OLUT I ONS ♦ SE RV I CE DESIGN LOADS 5 401 I I :I + .I I I I ` �;I.I I;I I 'I1 I II . i • i .i • • 0 Inch 1/16 1 2 3 d 5 6 1 IHI ItiIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIILIII IIIII.IIIII(iHIIIiIIIIIILI LIIII IlIIHIIIIi1I►IIIIIII IIIIIIIIIIIIIII►II IIIII►..11I►JIIII0II IIII11111 • , BOLT SCHEDULE V — AO 1 /2' x 1 1 /4' A307 W /WASHER 0 0 O 2 An- ® 1 /2' x' 1 1 /2' <>2 A325 W /WASHER 2 2 • © V �� • C 1 /2' x 1" A325 CARRI AGE W /WASHER ESCP CLI P 2 © • i • i O © � 14p� s Lt 1 D #1 2 - 1 4 x 1 1 /2' TEK W /W ASHER - • ALTERNATE • � 2 0 FIELD 91112 ' - -- E © # 1 2 - 1 4 x 1' TEK W/0 WASHER • A U D R I LL mow O #12 x 3/4' STITCH W /WASHER RI RI ALTERNATE ESCP CLIP ALTERNATE I ® #1 2 x 1" PHI LLI PS HEADED SCREW . 2 FIELD TRI M O ESCP O 1 /8' x 1 /4` POP RI VET 24 I NSI DE FLANGE •. Q #RV6604 -6 -3 BULB FASTENER 2 B-° •' 2 : .z 24 A I NUMBER GI RT -N Nr RI! UC -3 CLI P � O � OF BOLTS BRIDGE m GI RT � W 1.1.1 ' , ' S' WALL GI RT GB -2 < 4 FIELD BRI DGE 0 CUT TO 0 GB -2 2 S BOLT FIT ESCP CLIP FIELD 2 REFERENCE 2Q S CUT TO 0 0 . • *-\\ FIT E 3 • COL DFORM ,. . 2 • S WALL GI RT S- DR MI LL O ' WALL G IRT EXTERI OR OR 0 I I FLUSH GI RTS ALTERNATE CUSTOM CORNER CONNECTION D W D° CUSTOM CORNER CONNECTION D ` C GI RT CORNER CONNECTION D CD3 FLUSH ENDWALL AT RI GI D FRAME RECORD . FLUSH ENDWALL AT RI GI D FRAME RECORD SPEC! AL CURB WALL ENDWALL RECORD , H COLDFORM COLDFORM i \I IT- • OR MILL NpT APP O O 1 ' 0 - 3/4" OR MILL DOES 4 EXTERIOR OR L� Q 1 / �pT App FLUSH GI RTS O� App •� O 2 ED pES ,0., ., • . ESCP CLIP _I . 1 GI RT ALTERNA I M. BRI DGE RAKE • �O 1J' 2 � 4 •: CUTDO ' ESCP CLIP Q FI T :: i■ tU 2 — (2) U C -2 • 0 4 O o O O O O CEE JAMB 1 . . 4O • - O O :• :• COLDFORM 2. • I ' OR MILL ALTERNATE (GI RT I NTERI DR CEINNECTI EJN D PURLI N CONNECTION D4 cD CORNER CONNECTION T` cD6 SPECI AL CURB WALL ENDWALL R CORD RECORD RECORD ';II ' O K WII A SPECI AL CURB WALL ENDWALL STANDARD ENDWALL - OPEN SI DEWALL - DATE NO REVISIONS BY CHK. DATE DRAWN DRAWI NG TITLE OWNER g " , - DW. NO FILE NAME CHECKED SUNNYSIDER WA. 98944 JOB NO. GIRT AND PURLIN FRAMING DETAILS LOCATION , (.17_1\11 ER — SD38 (509) 839 -7000 _ THIS DRAWI NG I S NOT BUILDING SYSTEMS FAX (509) 839 -0383 _ BUILDER SHEET OF TO SCALE $OLUT I ON$ t SERVICE DESIGN LOADS (0 ` '4 1 I I .I I .1 I I 1 I I 1 1 !'iiIiII 1 i iI ii i ii1I ii i ,, 1 i .I ! I . • I i. I 1 11 • .0 Inch 1/16 1 2 3 4 5 6 ;;Iv' . . WTr ^r 1 , e(wrr t , v t h i i i d i i i I I I I I I I I I I I I I I I I I I II I I I ! ii • ii I I I I I I d i i i i i i i i I I I I I I I I I I I I I I I I I I I I I I I I I I I IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII IIIL.IIIIIIIIIIIIIIIIIII,IIIII BOLT SCHEDULE COLDFORM FLUSH OA 1 /2' x 1 1 /4' A307 W /WASHER OR MI LL CiI RTS EXTERI OR GI RTS EXTERI OR OR 10 1 /2' x' 1 1 /2' A325 W /WASHER FLUSH GI RTS 1' 3' • c:: 1 /2' x 1' A325 CARRI AGE W /WASHER . O# 1 2 - 14 x 1 1 /2' TEK W /WASHER - 2 1' 3" , 1 © #1 2 - 14 x 1' TEK W/O WASHER . • Q #1 2 x 3/4' STI TCH W /WASHER UC -2 u !■ !■ k - ' ® #1 2 x 1' PHI LLI PS HEADED SCREW I ` p 2 p © CEE JAMB - . 2 1 /4' 0 1 /8' x 1/4' POP RI VET ® U - • #RV6604 -6 -3 BULB FASTENER � 44�� '-' ,.., rt NY ✓ \. / NUMBER RAKE ANGLE c $ 2 Id )o� -+_ OF BOLTS RA -1 4 Q 2 • - O RAKE 4 S WALL GIRT 0 0 ESOP CLIP ANGLE 0 p p E 3 O CE) 2 Q RA -1 4 BOLT - IF 11 . . ,/,' E ERENCE 1 /2" 1..._____ UC 2 • GIRT BRIDGE- Q I GB -2 • GI RT CORNER CGNNECTI 0 N D GD1 ' , GI RT CORNER CGNNECTI O N D V 1 GD2 GI RT CORNER CGNNECTI D N D N G D3 STANDARD ENDWALL - OPEN ENDWALL RECORD , EXPANDABLE ENDWALL - OPEN ENDWALL RECORD EXPANDABLE ENDWALL - OPEN ENDWALL RECORD EXTERIOR FLUSH COLDFORM FLUSH GI RTS , 3" GI RTS OR MI LL' GI RTS • r c 1 EXTERI OR OR 1 ' 3" FLUSH GI RTS I PG -3 1 ' 3' r 1 I i \i �UC -3 • ': • 0 . E • 20 . � Ai 2 2O .2 :21 .0‘; 3 � �� END' LL O� UC -3 P*% .4�� ze--UC-3 ��5 VA-`‘ � j i�WALL - • 0 J5� 2 .90 . v0_ 2 I 2 Q 0 0 • II I © 4 c v RAKE ANGLE GI RT BRI DGE R2F4AN K GLE ∎ • • . O RA 1 4 GB -1 L .. ' , � - 2 RAKE ANGLE RA -14 ALTERNATE GI RT CORNER CGNNECTI ON DW GI RT CORNER CGNNECTI ON DW GD N 5 a GI RT CORNER DWG GD GI RT CORNER re ►'ICTI ON DWG No. GD EXPANDABLE ENDWALL - OPEN SI DEWALL RECORD EXPANDABLE ENDWALL - OPEN SI DEWALL RECORD _ RECORD RECORD LL ENDWALL EXPANDABL�/.�II�W6LL�n - DATE NO. • REVISIONS BY CHK, DATE DRAWN DRAWI NG TITLE OWNER DWG. NO. PER(vll "' CFrd7 E FILE NAME CHECKED 2002 MORGAN ROAD _ SD39 SUN 509 D 839 - 7000944 GIRT FRAMING DETAILS LOCATION JOB NO. — — THIS DRAWI NG I S NOT BUILDING SYSTEMS Fax <509) 839 -0383 BUILDER SHEET OF TO SCALE SOLUTIONS +SERVICE DESIGN LOADS ?'1 1.4a I I i . . 1 I I 1 I'I I I I !'i` : } i i I i 1 i '1'i -I 1 Kt I i I ,. I i 1 I I 0 Inch 1/16 'I 2 '3 d 6 ' rV■.:i J. , ,..s .= s t ,._. —.q r - E : G. ,:—.F.---- o - - - -- --- . - -._ - . # E. z. o IIIIIIIIIiIIIIIIIIII11II1IIIII1IIIiIILIIIIIII! IIIIi_ JIIIIIIII1IIIIIII I11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII1IIIIIIIIIIIIIiIIIIIIIIIIIIIIII . A SCREW SCHEDULE . 0 #12 - 14 x 1 1 /2' TEK W /WASHER V ©#12 - 14 x 1' TEK W/0 WASHER ® #12 x 3/4' STITCH W /WASHER - - ® #12 x 1' PHILLIPS HEADED SCREW - 1 /8' x 1 /4' POP. RIVET - -- WALL PANEL . S❑FFI T 0 #RV6604 -6 -3 BULB FASTENER SHAPE MAY - _ SOFFIT TRIM NUMBER - I li VARY _ TRI M ST ,/ ,--NUMBER SCREWS r rC NV'L ST -14 �� 40 p�5 �° � 0 p`S • \---SCREW CORNER C R v _ 0 NER REFERENCE TRI M4 Q / M I CT - 14 1 ' ' ' -..4„ . • WALL PANEL CORNER -/ Mil WALL PANEL SHAPE MAY TRI M SHAPE MAY VARY • VARY CT -14 SOFFIT TRIM . ST -14 CORNER CONNECTION DWG C1 CORNER CONNE C T I ON D �" CC2 CORNER CONNEC T I ON DWCC3. NO STANDARD ENDWALL - OPEN SI DEWALL RECORD STANDARD ENDWALL - OPEN ENDWALL RECORD EXPANDABLE ENDWALL - OPEN ENDWALL R CORD . i, V N rHEPL LL ANE • - - WALL PANEL S❑FFIT MAY SHAPE MAY TRIM VARY WALL PANEL VARY ST-14 � I 4 4 . . SHAPE MAY � � VARY _ ?1; f*S.''' , - . TWO ..›. r. -- 0 ---. i i. .. 4) t- 1 .00 ° ' .0 6 SOFFI T I Q TRIM 1 0 ST-14 • / i.I/ I ' .. / I =. ' .. , •• WALL PANEL S❑FFI T� CORNER TRI M CORNER -/ S❑FFI T SHAPE MAY TRI M CORNER ST -1 4 TRI M TRI M CORNER VARY CT-14 TRIM CT -1 4 ST-14 TRI M CT -14 CT -14 CORNER CONNECTION DWCCO. CORNER CONNECTI ON DWG CC5 NO. CORNER CONNECTION D` NO. CORNER CON �T�!L�i�. N DWG "o. �F rti�'�IV CC7 EXPANDABLE ENDWALL - OPEN ENDWALL R CORD EXPANDABLE ENDWALL - OPEN SI DEWALL RECORD RECORD RECORD EXPANDABLE ENDWALL - OPEN SI DEWALL SPECI AL CURB WF� f �. ENI� -WAL� L • DATE NO. RE VI SI ONS BY CHK. DATE DRAWN DRAWL NG TI TLE OWNER �' DWG. NO. FILE NAME CHECKED 2002 MORGAN ROAD PERMIT CENTER SUNNYSIDE, WA. 98944 CORNER TRIM DETAILS LOCATION JOB NO. SD40 (509) 839-7000 B UILDI NG SYSTEMS FAX (509) 839 -0383 THIS DRAWL NG I S NOT BUILDER SHEET OF TO SCALE SOLUTIONS +SERVICE DESIGN LOADS 3' i i i I i, I I,'i I( ! ii I r i - i , i I, . 0 Inch 1/16 1 2 3 4 5 6 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIU IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III ,________ • .SCREW SCHEDULE O #1 2 - ] 4 x 1 1 /2' TEK W /WASHER GENERAL PRE -I NSTALLATI ON NOTES INSTALLATION STEPS © #1 2 - '1 4 x 1' TEK W/0 WASHERTHI S DOOR I S DESI GNED TO I NSTALL BEFORE © #1 2 x 3/4' STI TCH W /WASHER THE WALL PANELS ARE PUT UP ( ALTHOUGH I T 1 . AFTER UNCRATI NG THE DOOR, , .FI ELD DRI LL CAN BE I NSTALLED AFTER. ) POSI TI ON I T UNDER THE GI RT ® #1 2 x 1 ' PHI LLI PS HEADED SCREW - 1 /2' ANCHORS *DO NOT REMOVE THE SCREWS HOLDI NG THE WI TH THE OUTSI DE EDGE OF THE ® 1 /8' x 1 /4' POP RI VET DOOR LEAF CLOSED UNTI L AFTER THE DOOR I S THRESHOLD FLUSH WI TH THE EDGE Q #RV6604 - - BULB FASTENER I I NSTALLED. THESE SCREWS HOLD THE DOOR/ OF THE CONCRETE. THE HEADER NUMBER o FRAME SQUARE DURI NG THE INSTALLATION SHOULD BE UP ALAI NST THE OUT - OF SCREWS PROCESS. SI DE FACE OF THE GI RT. 4G 0 I TO CHANGE 2. PLUMB THE DOOR UNI T. 0 C GE THE SWI NG: THE DOOR SWI NG CAN SCREW BE CHANGED I N THE FI ELD ON STANDARD 3. WHEN TH PREASSEMBLED DOORS. ( DOORS WI TH THE DOOR I S PLUMB, R REFERENCE ■ ■ FACTORY I NSTALLED CLOSER OR LI TES CANNOT FACE THE DOOR CEE JAMB DOOR FRAME BE CHANGED. ) REMOVE AND EXCHANGE DRI LL'I NG SCREWS. THESE CAN BE THE HEADER AND THE THRESHOLD. REMOVE MOVED LATER I F THEY I NTERFERE THE SWEEP AND REINSTALL I T ON WHAT I S WI TH THE SHEETING OR TRI M. NOW THE BOTTOM OF THE DOOR. REPLACE THE SUBJAMBS. 4. BOLT THE DOOR TO THE FLOOR • WI TH THE (4) ANCHOR BOLTS PROVI DED. ( DWG. NO. DS1 ) - ■ S. BACK OUT THE SCREWS HOLDI NG NO. DOOR BASE DETAI L D DS1 DS2 0 0 O 0 r DS3 TOP JAMB CLI PS AND SLI DE CLI PS RECORD STRAI GHT UP TO THE GI RT. USE WALK DOOR ( 6) SCREWS PER CLI P ( 3 I NTO THE SUBJAMB AND 3 INTO THE I GI RT) . ( DWG NO. DS2) USE VDS-1 7________jr . CLI P I F NECESSARY. ( DWG NO DS3) 6. SCREW DOWN THRESHOLD. CAULK OR GROUT I F NEEDED. CEE JAMB ` GIRT IF FIELD CUT / GI RT 4 R EQUI RED GI RT TEK PLACE 7. REMOVE SCREWS HOLDI NG DOOR © 2- T� K SCREWS ° LEAF SHUT. PER FLANGE © O 8. ADJUST WEATHERSTRI P TO __ DOOR JAMB 7—WALK DOOR ELI MI NATE LI GHT LEAKS. SPECI AL CLI P / / WDS -1 DOOR JAMB ADJUSTMENTS GIRT ■ p" me IF THE DOOR DOES NOT OPERATE g o� PROPERLY: FIELD BEND GIRT FLANGE DOOR FRAME me 1. CHECK FRAME TO ENSURE PLUMB TO CLEAR °'e 2. CHDCK LEVEL AT EACH DOOR JAMB JAMB. SHIM UNDER SI DE THIS CLIP I S TO ^^ i DS1 NEEDI NG ADJUSMENT. BE USED I F THE —V� / • UN 3. I F GAP AROUND DOOR I S A GI RT I S ABOVE EQU L, SHIM HI NGES 7' 5 APPROPRI ATELY. DWG NO. DWG N0. DOOR TOP DETAI L DS2 DOOR TOP DETAI L DS3 DOOR FRAME LAYOUT RECORD RECORD F:CCCVCD WALK DOOR SPECI AL TOP CLI P �'T� C YIII 11 :I DATE NO. REVI SI ONS BY CHK. DATE DRAWN DRAW' NG TI TLE OWNER 1Am i h 20 DWG. NO. FILE NAME CHECKED 2 002 MORGAN ROAD SUNNYSIDE, WA. 98944 WALK DOOR FRAMING DETAILS LOCATION PERM!! JOB NO. SD41 (509) 839 -7000 B U 1 L' D 1 N G SYSTEMS : FAX (509) 839 -0383 THIS DRAWI NG I S NOT BUILDER SHEET OF TO SCALE SOLUTIONS ♦ SERVICE DESIGN LOADS ! �a, 1 I i . . . I I I 1 I ' • I I. 1 I i ' I i l - i I ' i i l ' I i i i i i i i i ,, 1 I I i. I, ,, I 1 I 1 0 Inch 1/16 1 2 3 4 5 6 l �' ' • . ..WTr(Teorrrrr Yv J.+�aj �. _ s L .... 1,[ _ i .� _ t t _ ` ._� 1 _.__. _ . --- _� ----- g _ : _ __ z 1 ___ o I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IUI II11I111IIIIIIIIIII MI111111111111111 IIIIIIIII IIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII • . . - - BOLT SCHEDULE O 1 /2' x 1 1 /4' A307 W /WASHER . • 1 /2' x' 1 1 /2' A325 W /WASHER © 1 /2' x 1' A325 CARRI AGE W /WASHER , O #12 - 14 x 1 1/2' TEK W /WASHER - . © #12 - 14 x 1' TEK W/O WASHER O #12 x 3/4' STITCH W /WASHER WC -1 CLI P © #1 2 x 1' PHI LLI PS HEADED SCREW . O 1/8' x 1/4' POP RI VET CEE JAMB ►' , , , — VINDOV HEADER /-- ilir 0 #RV6604 6 - 3 BULB FASTENER _ NUMBER ' 0 4/ - OF BOLTS © 4 • . 4O CEE CO HEADER • BOLT REFERENCE • GIRT I F FIELD CUT 2 REQUI RED � GI RT & BOLT UC -2 O WI NDOW FRAME DETAIL 1 °• CLIP \d/ 1 /2' CARRI AGE RECORD ' ti & 1 /2' A307, FI ELD DRI LL I L pi HEADER TO JAMB 2 • 4 1 /2'..1 0 • 0 WI NDOW SILL GI RT, HEADER --\ ,/— WINDOW JAMB OR EAVE STRUT . ANCHORS UC -2 CLIP BY OTHERS • MEM A 0 is : = ` 2© • 8 WC -1 CLIP o . :: CIO CEE JAMB CEE JAMB . - • WI NDOW FRAME DETAI L D WS2 WI NDOW BASE DETAI L D 2. WI NDOW FRAME LAYOUT RECEIVED JAMB TO GI RT, HEADER, OR EAVE STRUT RECORD RECORD eI T Y OF 1 u<.wii_A • DATE NO, REVISIONS BY CHK. DATE DRAWN — DRAWI NG TITLE OWNER r u . 5 /'IJU( DWG. NO. FILE NAME CHECKED ',sun 20NYSI D 02 MOERGAN . ROAD PERMIT CENTER SUN WA 98944 WI NDOW FRAMING DETAILS LOCATION r :y_. SD42 (509) 839 -7000 B UILDING SYSTEMS FAX (509) 839 -0383 THIS DRAWING I S NOT BUI L DER SHEET_ D OF , d } f 1 TO SCALE $OLUT I ON• ♦ $E RV I CE DESI LOADS � - .- .. i I I I i i i I I I i i I i I i i i 1 i i i I a I i i i .i , + ' i I i i 1 i I , ,,, i I '' 0 In 1/16 1 2 3` 4 5 6 Illlilllllll111111I IIlIIIIIIIIIIII. IIIIIIIIIIIIIIIIIuIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIlI IIIllI • I IIIIIIIIIIIjIIIjIIIjIIjljjIII ••■....................--___________._ A • ■ .BOLT SCHEDULE . AO 1 /2' x 1 1 /4' A307 W /WASHER EAVE STRUT BYPASS GI RTS ® 1 /2' x 1 1 /2' A325 W /WASHER T Z i - COLUMN © 1 /2' x 1" A325 CARRI AGE W /WASHER SD3 SD4 SD5 0 #1 2- 1 4 x 1 1 /2' TEK W /WASHER - HEADER HEADER 0 # 1 2 - 1 4 x 1' TEK W/O WASHER I -- 8 #1 2 x 3/4' STITCH W /WASHER DOOR HEADER O #1 2 x 1 ' PHI LLI PS HEADED SCREW FI DRI LL COLUMN ® 1 /8' x 1 /4' POP RI VET L GI RT 2 O #RV6604 - 6 - 3 BULB FASTENER 1 C 2) UC - CLI PS NUM BER P /e OF BOLTS IP. 4O o E133 2, A D CEE HEADER- • -BOLT O REFERENCE u 0/-SD6 BASE • 1 en 0 SI DI NG DEER LAYOUT D SDI . SLI DE DOOR HEADER DETAI L D1 SD2' • RECORD HEADER TO COLUMN CONNECTI ON RECORD • FLUSH GI RTS NOTE: FIELD DRI LLI NG MAY . BE REQUI RED. BASE ANGLE DOOR BA -1 4 . BOTTOM COLUMN RAI L ■ • CEE JAMB CEE JAMB ' . . . ' SAG ANGLE • SA -1 4 BASE ANGLE FIELD NOTCH CEE HEADER 2 • FLANGES TO FIT CEE HEADER . . SLIDE DOOR ANGLE : .: 11111,11111131111 SL -14 ■■ ■■ w , w ` _ _ ■ ' SD -2 CLIP 4 DOOR CEE HEADER 2 © 2 O BOTTOM O FIELD DRI LL --- - - RAI L FIELD DRILL BASE GIRT , �;� ' SAG ANGLE • SA -1 4 BASE GI RT DWG N0. SLI DE DOOR HEADER DETAI L SD3 SLI DE DOOR HEADER DETAI L D SDO SLI DE DOER HEADER DETAI L DWG SDS S LIDE DDOR B�, ��, f TAI L D WG E IVE C HEADER TO COLUMN CONNECTI ON RECORD RECORD RECORD 1 HEADER TO JAMB CONNECTI ❑N HEADER TO JAMB CONNECTION DOOR r 1? ) - 'r1 , RECORD DATE NO. REVI SI ONS BY CHK. DATE DRAWN DRAWI NG TITLE OWNER • " DWG. NO. • . *sun FILE NAME CHECKED 2002 MO ROAD SUNNYSIDE, WA. 98944 SLI DI NG DOOR DETAILS LOCATION �'EFtti111 } � JOB NO. SD43A <509> 839 -7000 BUILDING SYSTEMS FAX (509) 839 -0383 — THIS TO SCALE IS NOT •OLUT 1 ON$ ♦ SE RV I CE DESIGN LOADS BUILDER SH L\ OF 4 I • 1 I 1 1' 11 , i,Ii i i r I I I I j I I i I , i 0 Inch 1/16 1 2 3 d 5 6 • X yEST. I IIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIII IIIIIIIIIIIIhI I IIIIII IIIIIIII�IIIIIIIII IIII�IIII IIIIIIIIIIIII IltI II I.11111I I III I II SCREW SCHEDULE • ® #12 - 14 x 1 1 /2' TEK W /WASHER • O #12 - ' 1 4 x 1' TEK W/0 WASHER 0 #12 x 3/4' STITCH W /WASHER 0 #12 x 1" PHI LLI PS HEADED SCREW - E 2 ©4 ® 1 /8' x 1 /4' POP RI VET • © #RV6604 -6 -3 BULB FASTENER ' NUMBER RAKE PURLIN RAKE CHANNEL OF SCREWS CHANNEL ■ SPLICE RCS -1 `- D RC -14 ' \--SCREW 0 I REFERENCE . •• .M RAKE CHANNEL RC-1 4 NOTE: RAKE CHANNEL I S USED I N PLACE OF RAKE ANGLE \VHEN REQUI RED. RAKE CHANNEL CONNECTION RCN RAKE CHANNEL CONNECTION D RC2 RECORD SPLI DETAIL . RECORD • • CITY OF TUKWII MAR 2 5 2Q0? DATE NO. • REVI SI ONS BY CHK, DATE DRAWN DRAWL NG TI TLE OWNER r DViG. NO. PERM r CFn rF F1 LE NAME CHECKED 2002 MORGAN ROAD SD45 S UNNYSIDE, WA. 98944 RAKE CHANNEL DETAILS LOCATION JOB NO. (509) 839 -7000 THI S DRAWL NG I S NOT BUILDING SYSTEM S FAX (509) 839-0383 S LDER T TO SCALE SOLUTIONS + SERVICE DESIGN LOADS SHE L t a OF 4401 1 . 1 I i , 1 I I 1 I I C r l i 1 i l i! i ii,l: i i I i, i :i i i ., 1 E I t I ` 1 I 0 Inch 1/16 1 2 d 5 6 .. W!r" iTY?T e, !if +�1..� _ r III111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIII !IIIIIIIIIIII_ i IIIIIIdIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIII IIIII�IIIIIIIIIIIIIIILI�IIIIIIII�� ......._______ A File: D 02-0019/ D 02 -0020 35mm Drawing #142 -210 ��. , SUM PURCHASER RESPONSIBILITIES IS THE RESPONSIBILITY OF THE PURCHASER TO INSURE 6. THE PURCHASER IS RESPONSIBLE FOR ALL AFFECTS THAT MAY S A IACEA THAT ALL PROJECT PLANS, SPECIFICATIONS, AND APPLIED DESIGN LOADS FULLY M BE IMPOSED ON FACILITIES, LANDS, ROADS, BUILDINGS, ETC.. •� MEET EE THE PROPOSED INTENT AS WELL AS LOCATED WITHIN THE PROXIMITY OF THE NEW STRUCTURE, BY THE .w_ COMPLY WITH ALL APPLICABLE REQUIREMENTS OF ANY GOVERNING NEW STRUCTURE, AFFECTS INCLUDE BUT ARE NOT LIMITED TO . OBTAIN THE APPROPRIATE APPROV AND /OR SNOW SLIDING, OR DRIFTING, AND WIND LOADING, ��' - AUTHORITIES. AND TO OBT G, D I D LO DI G, SHEDDING, OR BUILDER: STEELCRAFT ,� �, f :� C; " "``'` "~ ``� PERMITS AS MAY BE REQUIRED FROM CITY, COUNTY, STATE, OR • VORTEX ACTION. I t ; =,, _ FEDERAL AGENCIES. 7. UNLESS SPECIFICALLY STATED OTHERWISE WITHIN THE SUN BUILDING CUSTOMER: HANGER #4 2. IT IS THE RESPONSIBILITY OF THE PURCHASER TO COMPLETELY SYSTEMS 'PURCHASE OFFER', • . 40 V E THE FOLLOWING SHALL GOVERN; LOCATIONS TUKWILA, WA I UNDERSTAND WHAT SUN BUILDING SYSTEMS IS INCLUDING OR IN IN CASE OF DISCREPANCIES BETWEEN SUN BUILDING THIS PROJECT IS SCHEDULED FOR SHOP FABRICATION AND IS SUBMITTED EXCLUDING FROM ARCHITECTURAL PLANS AND /OR SPECIFICATIONS. SYSTEMS STRUCTURAL STEEL DRAWINGS AND FOR REVIEW ONLY WITH THE FOLLOWING PARAMETERS: Iv g i a IT IS THE RESPONSIBILITY OF THE PURCHASER FOR OVERALL PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL BASIC BUILDING SIZE: SPAN 50.00' x LENGTH 270.00' x EAVE HT. 19.0' PROJECT COORDINATION, INTERFACE, COMPATIBILITY, AND DESIGN DRAWINGS SHALL GOVERN. ROOF SYSTEM: R36 COLOR SUN STANDARD GAUGE 24 ° CONCERNING ANY MATERIALS NOT FURNISHED BY SUN BUILDING SYSTEMS b) SUN BUILDING SYSTEMS QUALITY CRITERIA, • WALL SYSTEM: W36 COLOR SUN STANDARD GAUGE 24 g $� WITH THE SYSTEM TO BE FURNISHED BY SUN BUILDING SYSTEMS. STANDARD PRACTICE, METHODS AND TOLERANCES. TRIM: COLOR SUN STANDARD GAUGE 24 THE SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE c) WHEN WINDOW AND/OR DOOR OPENINGS HAVE A 1 BETWEEN MATERIALS MUST BE FURNISHED BY, THE PURCHASER DESIGN CODE: UBC EDITION: RUC COMBINED AREA GREATER THAN 15Z OF GROSS WALL AREA LIVE LOAD (ROOF) PSF STRUCTURAL DEAD LOAD 5 PSF a I PRIO TO RELEASE FOR FABRICATION OR TIE DESIGN ASSUMPTIONS ON ANY WALL, AND THE BUILDING IS DESIGNED AS � � � � I g. = Or SUN BUILDING SYSTEMS WILL GO 'ENCLOSED', THEN THE WINDOWS AND OR DOORS SNOW LOAD 25 PSF AUXILIARY DEAD LOAD 3 PSF 1 4 z 5 4. IT IS THE RESPONSIBILITY OF THE PURCHASER TO VERIFY ALL DESIGN REPRESENTING THE EXCESS ABOVE 157. SHALL BE DESIGNED SEISMIC ZONE 3 Z = 0.3 I : 1.0 g a a 3 CRITERIA INCLUDING DEFLECTIONS AND NOTIFY SUN BUILDING SYSTEMS 8 k o _ R �- • AND DETAILED FOR APPLICABLE LOADING, BY TH P R R. WIND DESIGN: SPEED ZONE: MPH, EXPOSURE: C I : 1.0 OF ANY DISCREPANCIES OR INCONSISTENCIES PRIOR TO RELEASE I B E U CHASE WIND LOAD UBC qs Ce I 18.75 PSF �� FOR FABRICATION. d) THE SUPPLYING OF SEALED ENGINEERING DATA AND • DRAWINGS FOR THE METAL BUILDING SYSTEM DOES OPEN: O. MEZZANINE FLOOR 5. THE PURCHASER IS RESPONSIBLE FOR THE ACCURATE SETTING NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT ENCLOSED: LIVE LOAD PSF OF ANCHOR BOLTS AND ERECTION OF STEEL IN ACCORDANCE WITH SUN BUILDING SYSTEMS OR ITS DESIGN ENGINEER PARTIALS X DEAD LOAD PSF APPROVED DRAWINGS ONLY TEMPORARY SUPPORTS, GUYS, BRACES, IS ACTING AS THE ENGINEER OF RECORD OR DESIGN LISTED BY BRAUN INTERTEC FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE PROFESSIONAL FOR A CONSTRUCTION PROJECT. THESE STANDARD ALLOWABLE DEFLECTIONS= PURLINS: L/240, GIRTS: L/240 ICBO APPROVED FABRICATORS REPORT NO. FA -348 ERECTION OPERATION WILL BE DETERMINED, FURNISHE .A(� D M FRAME DEFLECTIONS: PRIMARY AND END FRAME DEFLECTIONS BOTH HORIZONTAL DCLU APPROVED FABRICATORS ID. NO. 7241 DCU ENTS ARE SEALED ONLY AS TO THE COMPONENTS AND VERTICAL ARE LISTED WITHIN THE 'STRUCTURAL CALCULATIONS' PACKET , CANADIAN WELDING BUREAU CERTIFIED. NO. Y53 INSTALLED BY THE PURCHASER. F LLT �. FURNISHED BY SUN BUILDING SYSTEMS. I , e) ANY FIELD MODIFICATION OR ALTERATION, OR THE ATTACHMENT � " � n Ng V - o � '--.._ ryas � i Ci OF ANY EQUIPMENT OR COMPONENT TO SUN BUILDING SYSTEMS GENERAL NOTES: E U Q E �1 ti h ' _ y . a ` ', . METAL BUILDING SYSTEMS, OR THE OMITTED INSTALLATION MATERIALS ASTM DESIGNATION '� 14 1I 1 '�'= r - OF ANY SPECIFIED PARTS OR PIECES WITHOUT THE EXPRESS HOT ROLLED MILL SHAPES A572 -97 GR.50 FY = 50 ksi MIN. WRITTEN APPROVAL OF SUN BUILDING SYSTEMS SHALL VOID HOT ROLLED FLAT BAR A529 -96 GR.50 /55 FY = 50 ksi APR 2002 -� ,�/ 3619. w� 47, ANY AND A WARR s MIN. ;., $ ""`� T � 0 A4 „ - , , sTS . g NG` ,�w .; 2�,r ALL R�, LL ANTIES. STRUCTURAL STEEL PLATE A572-97 GR.50 FY = 50 ksi GR 50 . APR 2 f STRESSES AND REACTIONS LISTED WITHIN THE SjOiwAL WINGS AND STRUCTURAL CALCULATIONS, HAVE BEEN • COLD FORMED LIGHT GAUGE SHAPES A507 -97 SS GR.50 FY = 50 ksi GR. D R E I D M I D DLETO N, INC. R COLD FORMED LIGHT GAUGE SHAPES. GALV. A653 -97 SS GR.50 FY = 50 ksi GR. D _ ___ .,. ___ _ I ExpI 1 2/261 3 EDUCED 25/. AT LOADING COMBINATIONS THAT INCLUDE ROOF & WALL SHEETING A792 -97 SS GR.50B • FY = 50 ksi GR. D 26GA WIND OR SEISMIC FORCES. ROOF & WALL SHEETING A792 -97 SS GR.50B FY = 50 ksi GR. D 24GA .. BOLTS A325 -97, TYPE I PURCHASER APPROVAL STEEL PIPE A53 -97 GR.50 FY = 35 ksi MIN. COMPANY: STRUCTURAL TUBE A500 - GR B FY = 46 ksi MIN. I (WE HAVE REVIEWED ALL INFORMATION CONTAINED HEREON AND L CABLE A475 - Aht,(,/ . HAVE FOUND IT TO BE CORRECT. ACCURATE AND CONSISTENT WITH SIGNING PARTY: 0021PU i -ge,¢ M Y (OUR) I NTENT AND PURPOSE. I ( WE) HEREBY Y R Q FABRI- 1. .I PRIMER C? EB REQUEST FABRI TITLE; t U ' CATION BE COMMENCED. AND ACCEPT ALL PURCHASER RESPONSIBILITIES. r: n :� r SHOP PRIMER IS A RUST INHIBITIVE PRIMER. THIS PAINT IS NOT INTENDED FOR LONG - TERM EXPOSURE TO THE ELEMENTS. ii ,i : I (WE) FURTHER STATE THAT I (WE) ARE AUTHORIZED A325 BOLT TIGHTENING REQUIREMENTS TO PROVIDE ACCEPTANCE ON BEHALF OF THE LISTED COMPANY. DATE: ALL HIGH STRENGTH BOLTS ARE A325 UNLESS SPECIFICALLY NOTED OTHERWISE. DIRECT TENSION CONNECTIONS UTILIZING A325 BOLTS ARE IDENTIFIED BY ' x '. BOLTS IN THESE CONNECTIONS ARE TO BE INSTALLED AND TIGHTENED USING THE ' TURN-OF-NUT ' METHOD IN ACCORDANCE WITH SECTION 8.(d) I OF RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING REVISIONS: JOB NO. ASTM A325 OR A490 BOLTS (11/13/85). ENDORSE BY AISC. IT IS THE BUILDERS RESPONSIBILITY TO ASSURE PROPER 9 /L /o2 TIGHTNESS. 2002 MORGAN ROAD ALL OTHER BOLTED CONNECTIONS UTILIZING A325 BOLTS ARE SHEAR /BEARING CONNECTIONS. BOLTS IN THESE CONNECTIONS SUNNYSIDE, wA. 98944 (509) 839 -7 000 ARE TO BE INSTALLED AND TIGHTENED TO SNUG TIGHT CONDITION IN ACCORDANCE WITH SECTION 8(c) OF THE ABOVE BUILDING SYSTEMS FAX (509) 837-8064 B04276 REFERENCED RCSC SPECIFICATION. THREADS ARE NOT REQUIRED. BY DESIGN. TO BE EXCLUDED FROM SHEAR PLANE. UNLESS SOLUT I ONS + SE E RV V I C E ` _ '_ `� c--7/--) SPECIFICALLY NOTED. G .i7 b , IP - f - 0 0 Inch 1/16 1 2 3 d 5 6 ig 1 ._ 77 . [ ____ i _ i ____ ti , _ _ ir ____ oil __ _ ._: 1 ,-- u L i 0 1 IIIIdIIIIIIIIIIIIIIIIIIiiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIII�IIIIIIIII�IIII IIII�IIIIIIIII�IIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . • . r • • _ 1 1/4' . b . I»- -' •k -4' ---- 4' - 12' 12' I - 12' :1 36' ,P. - 'R -36' ROOF PANEL y�1 ",L�-'I�` !ZI 1 � "W -36" WALL PANEL , � o � 1 .- 7 ' . ' s ; 14 , = Fy = 50 ksi . . , ` ' 11 1, :;' " .t :%- 4 4 3619; 2',:t,,iy 7o , CrS�r / -* t �' / .4 ' , ' ` S S1ON?►t DRAWING SYMBOLS AND CODES EXPIRES 12121 03 PART MARK & ABBREVIATION GLOSSARY - THE FOLLOWING ABBREVIATIONS ARE USED AS PREFIXES FOR PART MARKING • 2 15/16' IN THE FOLLOWING CONVENTION: EX. COL 1 OR XB3. F1AR q 9 20 2 1/8' 2� t'--'1 RF - COLUMN AND RAFTERS 1 ,� ± EC - ENDWALL COLUMNS NOTE: DO NOT PLACE AUXILIARY LOADS 1 -3/4' E - EAVE STRUT ON PURLINS OR GIRTS UNLESS FB - FLANGE BRACE FOR GIRT AND PURLINS THEY ARE DESIGNED FOR THESE G - GIRT 8 1/8' DH - HEADER PW - PAARTITION WALL COLUMN LOADS. WHEN HANGING AUXILIARY 10' 10' DJ - JAMB LOADS FROM PURLINS. DO NOT P - PURLIN SUPPORT OFF BOTTOM FLANGE CB - CABLE, ROB, AND ANGLE BRACING I 2!8' OR DRILL HOLES IN BOTTOM —3/4' FLANGE! 10' GIRTS - G 10' DOOR /WINDOW FRAME RAKE CHANNEL RC -14 (14' -0') WY OF T PURLIN 8. GIRT LAP INDICATOR - OVERLAPS FOR CONTINUOUS F MIOY y = 50 ksi JAMB - DJ HEADER - DH . Fy = 50 ksi PURLINS & GIRTS ARE CODED AS FOLLOWS D Fy = 50 ksi 1' 2- 3/ 4 �1' 2- 3/ 4 = • • 1' 2- 3/ 4 LAP MAY - 7 2002 2 1/8' 2 1/2' 2' 5- 3/ 41 = 2' 5- 3/ 4 LAP AS NO! L (- ±1' 1-3/4' r i ... r,4,>,%. - . . ---- Pr""acivRiaT- 6' 1.1 r- 1 1/2 1 3/8' —�1 2 3/4 i. VARIES 1 1 8' � � tom f'' I \ i • T I -I 2' 1 1/2' 7 1 3/8' . 1 -3/4' 1 3/8' SEA- T - I 7 8' PURLINS - P 8' CEE PURLIN - P EAVE ANGLE SEA BASE ANGLE BA -14 RAKE ANGLE RA -14 SAG ANGLE SA -14 OR SAG ANGLE SA -25 8" GIRTS - G JAMB - JB HEADER - HD 16GA. x 14' -0' 16GA. x 14' -0' 16GA. x 14' -0' 16GA, x 14' -0' .09GA x 25' -0' Fy = 50 ksi Fy = 50 ksi Fy = 50 ksi Fy = 50 ksi Fy = 50 ksi ry = 50 . ksi Fy = 50 ksi DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED 0 s u DRAWING TITLE: OWNER : HANGER #4 DRAW NG NO. 12/06/01 2002 MORGAN ROAD COMPONENT FILE NAME CHECKED ENG REV SUNNYSIDE, WA. 98944 N ENT SHEET LOCATION TUKWILA WA JOB NUMBER FS (509) 839 -7000 B04276 FAX (509) 837 -8064 THIS DRAWING IS NOT B U I L D I N G SYSTEMS BUILDER : STEELCRAFT SHEET OF TO SCALE $OLUT I OHS . + $E RV I CE ( V I 1 1 1 .. 1 111'I I'I'I.I iii!1iiiIi i ' 1, I I! I I , 1 I 1 0 Inch 1/16 1 2 3 A 5 6 m ri/ x.+�' -� ' sl i7 cL -I. 1 i. U I U 2. � �� L t, 1 0 1 II IIIIIIIIIIIIIIIIIIIIIIiIIIIIIiIIiIIIIIIIIIIIIIIIIIIIIIiiIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII I IIiIIiIIIII III II IIIII IIIIIIIIIIIIIIIIIIIIIIIIJIII /0 O 270' -0' OUT -TO -OUT OF STEEL 0 ® I CD / 0 ® © 0 ® 0. 0 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' ■ 4' _ 26' -8' 26' -8' 4' . • 0 1 O 1 X- Bracing i X- Bracing X- Bracing . 1 m T Z Ti I Z Z I I Z o D E E E E E E E E E D W 2 o f N 0 HA l M . . A F- (U 0 N L 1- I HG A4• HG HG HG D Co 0 T 1 _c O E- • cu 0 fl C C C . Z . . L .. .. .. T . C) J m m m • m CD 1 - . N ANCHOR BOLT PLAN �L�It z '�.. i J o NOTE! All Base Plates @ 100 0'(U,N,) . \u a 1 1 '� j . CITY O* Tti(MLA ,,s. � ..:1-11.:',' , Y ftg 1 D .• • ' i AS ,:t " • MAY - 7 2002 ' .4, 36197,)� AS NOTED �0 OISTE� • . S 1 0N At t . ClitrAit) rA tMr- EXPIRE. 121261 o 3 . JAN 1 1 2002 DATE E NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE' OWNER 1 HANGER #4 DRAWING NO. 10 -11 -01 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD ANCHOR BOLT PLAN JOB NUMBER SUNNYSIDE, WA. 98944 LOCATION 1 TUKWILA, WA AB X (5 839 -7000 B04276 THIS DRAWING IS NOT BUILDING SYSTEMS FAX (509) 83 7 - 8064 BUILDER 1 STEEL CRAFT SHEET ❑F TO SCALE SOLUT I ONO + OE tV I CE Z _ I 0 Inch 1/16 1 2 3 4 5 6 SL — t; i) L E L L l 0 i t IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII, IIIIIIIII1IIIIIIIIIIIIIIIIIII1IIIIIIIII IIIIIiiIIIIIIIIIIIIIIIIIIIIII H111111111111111 . ' A • . Dia= 3/4" 1 Dia= 3/4" 6" . I 1 oTo . T- o T o '" BRACING REACTIONS, PANEL SHEAR c 4 c O �o 4" 0 O 13' - - H-� H - - D A D q g EW _ 8 " Wall Col Horiz Vert Load at SW 2" 2" _ Id Id Reactn Reactn Base Angle <tio /i t) ' D 10,11 ±1,53 ±0,98 WIND See Plan S % " --- _ _ 6 , 7 _ 2 See Plan 1 2 3 1 2 3 4 • ±3.11 ±2,00 SEISMIC 1 I i I i i 1 1 ,2 DETAIL A DETAIL E Dia =3/4" 8" Dia= 3/4" 1c LINES 3, 5, 7, 9 REACTION (KIPS) LINES I, 11 REACTION (KIPS) 3 O DESCRIPTION SUPPORT HORIZ VERT DESCRIPTION SUPPORT HORIZ VERT . _ _ 6" 9 � D +L 1 -1.32 25,27 D +L 1 -0.32 3,42 D +L 2 0.00 21,93 D +h 2 0,00 8.61 NOTES FOR REACTIONS cu 0 1 0 " - _ _ D +L 3 1.32 24,64 3 0.00 6.74 4 T D +W 1 ±7,28 -9.31 D+L 4 ± - 0.32 16.40 o h o p i p T 4' 0.00 -9.82 Buildin reactions are based on D +W 3 ±8.61 -12.17 D +W 2 ±3,12 -7.18 _ ± _ 4" r- the following building data! . o 0 3" D +W 4 ±6,06 -10 1-1-1 Width (ft) = 50.0 " 1 /2" .� — —L- — D A Length (ft) = 270,0 2' 2 14-i Eave Height <f t) = 19.0/19,0 I Roof Slope (rise /12) = 1.0/ 1,0 I'S .1 SW 2" 2" Dead Load (psf ) = 5,0 4" Collateral Load (psf ) 3.0 DETAIL B DETAIL G ~ } i Snow Load (psf ) = 25.0 1 1 • -- 2 Live Load (psf ) = 20.0 Dia =3/4" 8" Dia= 3/4" I Wind Load <psf ) = 18.75 1 1 "- 10" Wind Code = UBC 97 • T — 9 � LINES 2, 4, 6, 8, 10 REACTION (KIPS) LINE A REACTION (KIPS) Exposure = C T DESCRIPTION SUPPORT HORIZ VERT DESCRIPTION SUPPORT HORIZ VERT Closed /Open = P Cu 0 1 0 D +L 1 0.00 25.60 D +E 1 ±3,10 0.92 Importance = 1.00 4" I o o I � D +W 1 ±2,58 -8.99 D +E 2 ±3.10 3.80 Seismic Coeff = 0.36 0 0 I O oo H -- —I 4 " D +W 1 ±3,26 -4.45 Seismic Zone = 3 • — - -1- - ' " i 0 0 i " D +W 2 ±3.26 -4.45 D +L 1 6,47 12.98 4.1 1/2" 11 " SW/ D +L 2 -6.47 12 ANCHOR BOLT SUMMARY SW 2 2 " EW • NOTE: REACTIDNS FOR WIND. AND /OR See Plan SEISMIC ARE REDUCED 25 Qnt Loc Dia Proj DETAIL C DETAIL J <in) <In) Dia= 3/4" 6" y ... . . O 16 EW 3/4' 2,75 r - � L O 112 RF 3/4' 2.75 ) T - 11 1 ►, + 16 PRTL 3/4' 2.75 W • O --- , : S , • , x T rY C 4" ;j: _ 4 " +w z , 4r d yr 36 - . ti , ra: I%A 8 . ''.. � 4 , , , �Yq .M � ' JAN 1 1 2002 — " � " •., ot., G I51-� , 6�` . 4 200 2 2 4S S1ONAt. E'; .. '11 • AS 80 1 -&-\6L---I 1. : R: : 4" 1 DETAIL D DATE NO REVISIONS BY CHIC DATE DRAWN ENG CHECKED 40 s u DRAWING TITLES OWNER 1 HANGER #4 DRAWING NO. 10 -11 -01 2002 MOOAD ANCHOR BOLT PLAN JOB NUMBER FILE NAME CHECKED ENG REV SUNNYSIDE, WARGAN . R 98944 LOCATION 1 TUKWILA, WA AB2 FAX (509 ) REACTIONS B04276 THIS DRAWING IS NOT B U I L D I N G - SYSTEMS BUILDER 1 STEEL CRAFT SHEET OF — TO SCALE SOLUTIONS •1 •ERV I CE ,S Z,./ LI, 1 •, ,, 1( I 1 1 � i I I i I I I i E 11 ! i 1 a 1 1 I I I ., , I , ;, 1 1 1 I 0 Inch .1/16 1 2 3 d 5 6 ,. ;r : .WJr'Tro r e 5 l Ft £ L Z t 01 - L r- r E I, l 0 IIII �l. IIIIIIII �IIII�IIII�IIIIIIIII�IIIILIIII�IIIIIIIII�IIII�IIIIIIIIII IIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ====••■•■ , SPLICE BOLTS CAP PLATE BOLTS MEMBER SIZE TABLE (In) 1: Top Of Plate Bottom Of Plate Col PIECE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Splice Mark Qnt Typ Dia Len Qnt Typ Dla Len Id Qnt T Dia Len START /END : THICK' LENGTH W x T x LEN W x T x LEN Typ RF3 -1 10.0/17.3 0.134 144.0 6 x 1/4' x 219.9 6 x 1/4' x 197.8 Sp- lx 4 A325 0.625 2.25 4 A325 0.625 2.25 RF3 -5 4 A325 0,625.1.75 17.3/20.0 0.188 77.6 6 x 1/4' x 28.3 Sp- 2* 4 A325 0,625 2.25 4 A325 0,625 2,25 RF3 -6 4 A325 0.625 1.75 RF3 -2 20,0/20.0 0.188 144.0 6 x 1/4' x 223.2 6 x 1/4' x 223,2 Sp- 3x 4 A325 0.625 2.25 4 A325 0.625 2.25 20.0/20,0 0,188 128.9 6 x 1/4' x 48.0 6 x 1/4' x 48.0 Sp- 4* 2 A325 0.625 2.25 2 A325 0.625 2.25 RF3 -3 20,0/20.0 0.188 96.2 6 x 1/4' x 238.6 6 x 1/4' x 238,6 • 20.0/20.0 0.188 144.0 BASE PLATES FLANGE BRACES' Both Sldes(U,N.) • RF3 -4 20,0/17.2 0.188 80,3 8 x 1/4' x 28.8 8 x 1/4' x 200.5 Cot Plate Size FBxxA(1)' xx =length(In), (1) =one side 17.2/10.0 0,134 144.0 8 x 1/4' x 222.6 Id WId Thick Length A - L2x1 /8 RF3 -5 W10x12 • RF3 -1 6' 1/2' 101/2' • RF3 -6 W10x12 RF3 -4 8' 1/2' 10 1/2' HB -1 9.5/12.88 0.188 F B35,19q(1) 6 X 1/4' 6 X 1/4' RF3 -5 6' 1/2' 10' 1' -0' 1' -0' RF3 -6 6' 1/2' 10' 6 SP@ 3' -5 5/16' 6 SP@ 3'-6 7/8• • 3' -5 3/16' • ■ \ ,r1' • _ .14(1) . 1' 12 FB35.19A( : , Z-• FB3 %(1) 0 _ - - - -- - _ _ _ FB35,19AC1) FB35,1 1) ____ ....._ - - r — — ____________—_ a ______________z----- ----. 1 RF3 -3 1 HB -1 a co I I RF3 -2 t 4 CI> i Pil O I ti 1 Q i ,t-1>k..1 . I O 1 Co ¢ I I o r -+ • I Co ■ • 1 � 1 R>h . In La. M m3 \ + el + . p c v ( Ce (") + LL r' a I W CA Q X CA N • . - I W � J 1 c� Li � � ¢ J CO V I\ J I ■ La I �,,I •-� U .-4 U J CII �� I ? L Pi I . r) I • -1 Dry CF TU (M A ( NIVOYED . I 13 MAY - 7 2002 a •�-�� 1/2' / 1/2' 15#10 �p/l r �Vr�/'i '� '- ' '- 1/2' __ V :1 y�� •� Y >\ ` .i� 1 -8 1/2 15 -7 1/2 8 11 1 8 1/2 ; ' M fr Y 7 8 ---t CLEAR +/- CLEAR +/- 8 1/2 ; \ 4 --- 7,. A , , \ .. 18' -0' 18,_0. 11,_4, k r -1 '.. V (i . ..., -,,. ;., - � . co 1 k . _ 47' -4' OUT -TO -OUT OF STEEL Cu - . ! ,o . X5 4.9 :;v 16 �-.. X �O IST 1; c +�'i D ' RIGID FRAME ELEVATION JAN 1 1 2002 { ^c,:. g,y - 40 FOR FRAME LINE 1 11 EXPIRES 1 2/26/ n3 • DATE NO, REVISIONS BY CHK, DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER 1 Hanger #4 DRAWING NO. 12/ 6/01 q- 2002 MORGAN ROAD LOCATION 1 Tukwila, WA JOB NUMBER FILE NAME CHECKED ENG REV SUNNYSIDE, WA. 98944 RIGID FRAME ELEVATION II (509) 839 -7000 B04276 THIS DRAWING IS NOT BUILDING SYSTEMS FAX (509) 839 -0383 BUILDER 1 Steelcraft Construction SHEET OF TO SCALE •GLUT I ONO + •E RV I CE DESIGN LOADS l 't ''Ir I I I I • � ( I 1' 1' 1 . 1 . 1 . 1 I I' 1 " i _ 1 i 'Ii i i . l l . ‘ i. , -J ! ,' 1 1 I, ,. I ' I I : , I ' 0: Inch 1/16 1 2 3 4 5 6 yy�i., �ti , ....'_. _ . g i v i i Z i i I U r T ..� ' 1, 0 • 1 IIIIIIIIIIIIiliiiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIiIIIIIIIIIIIiIiiIiiiIIIiiiIIIiiIIiiIIiiIi IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SPLICE BOLTS MEMBER SIZE TABLE {ink MEMBER S IZ E TABLE in Splice Top Of Plate Bottom Of Plate • PIECE SIZE PIECE WEB D WEB PLATE UTSIDE FLANGE INSIDE FLANGE Mark • Qnt Typ Dia Len Qnt Typ Dia Len START END THICK LENGTH W x T x LEN W x T x • RF1 -3 W10x12 RF1 -1 14.0/26.1 0.188 144.0 26.1 /35.3 0.188 109.7 8 x 3 x 240.0 8 x 3/8" x 240.0 Sp- 1* 4 A325 0.750 2.25 6 A325 0.750 2.25 HB -5 W8x10 8 x 3/8 x 60.5 8 x 1/2" x 59.5 Sp- 2* 2 A325 0.625 2.00 2 A325 0.625 2.00 • 35.3/39.0 0.188 48.0 RF1 -2 39.0/28.7 0.188 125.8 8 x 3/8 " x 48.0 8 x 1/2" x 48.0 OFLANGE BRACES: Both Sides U.N.) ' • 1' -0" 1' -0" 28.7 16.7 0.188 144.0 8 x 3/8" x 220.4 8 x 3/8" x 219.5 • FBxxA(1): xx= length(in), (1S =one side HB -2 9.0/ 3.42 0.188 6 x 1/4" 6 x 1/4" A - L2x 1 /8 6 SP® 3' -5 5 16" 6 SP® 3 , -6 7 8" 3' -5 3 16" c0 i 0 • ,Z1" FB43.38A(1) FB48.94A 1 = 8.94A(1) FB46q 1) .� l" . FB38.31 A(1) Q , - - - - - - -- _.._� F840.5A(1 12 FB33.94A( Q r - - - - FB35.W 1) 0 _ao, - _ no - a !0f UNE D - - . _ ° ARE: F.B) - a HB -2 I (RFl - T 1 a RF1 -2 N U Ch o I N i0 7 ( JACK BEAM (4) 5/8" A325 = N N I>-1 N I 1:1: a I O r- M I _:.. } .e I ; <0,L 4 , , •- a a W A $ 4 •:.?- �` c0 1 p� . fir 0 ` , a u , ce (4) 5/8" A325 ` ; ._` j U I4") 7 . . "9.i.S T - 1V 7 ' .P� fi ' ' 't`' .0y,J , i'r u a 5XpIREF.12.01_1 0 1 ; • • JAN 1 1 2002 I__ Co . M 8" °' 23' -6 1/8" 21' -1 1/2" 1 0 ,- 47' -4" OUT -TO -OUT OF • • STEEL CO I _ ..� IN 0 • RIGID FRAME ELEVATIO CD N M FOR FRAME LINE 2 ? 2002 iol DATE NO, REVISIONS BY CHIC DATE DRAWN ENG CHECKED DRAWING TITLE1 OWNER t Hanger #4 DRAWING NO. 12/ 6/01 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD L OCATION I Tukwila, WA SUN7:1 WA. 98944 RIGID FRAME ELEVAT JOB MBER ) 39 -7000 B04276 FA 839 -0383 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER 1 Steelcraft Construction SHEET OF TO SCALE SOLUT I ONO + SERVICE DESIGN LOADS ,. 5 . 1 •1 l .. 1 I I I'1 i. .,i�rliiiliiilliiii�i.iiii 1 1 I 1 i. 1,, 1 . i I I • 0 Inch 1/16 1 . 2 3 d 5 6 '' `' , - . `�Y&rr Sri m.. , r T v y �:1j.:..r _ , ( IIIIIIIIIIIIIIIIIIIIIIIIIIIII. 1 . IIIIIII IIIIIII�IIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII , • SPLICE BOLTS CAP PLATE BOLTS MEMBER SIZE TABLE in Splice Top Of Plate Bottom Of Plate • Col PIECE WEB DEPTH WEB PLATE 'UTSIDE FLANGE INSIDE FLANGE Mark • tint Typ Dia Len Qnt Typ Dia Len Id Qnt Typ Dia Len START/END THICK LENGTH W x T x LEN W x T x LEN RF2 -1 10.016.5 0.188 78.1 6 'x 1 4 x 219.9 6 x 1 4 x 192.7 _ Sp- 1* 4 A325 0.625 2.25 4 A325 0.625 2.25 RF2 -6 4 A325 0.625 1.75 16.5/26.0 0.188 144.0 6 x 1/4" x 34.3 Sp- 2* 4 A325 0.625 2.25 4 A325 0.625 2.25 RF2 -2 26.0/26.0 0.188 144.0 6 x 1/4" x 192.5 6 x 1/4" x 194.7 Sp- 3* Sr'- 4* 4 A325 0.625 2.25 .4 A325 0.625 2.25 RF2 -3 25.9/30.9 0.188 71.9 6 x 1/4" x 72.1 6 x 1/4" x 69.7 Sp- 5* 2 A325 0.625 2.25 2 A325 0.625 2.25 30.9/26.0 0.188 59.8 6 x 1/4" x 60.0 6 x 1/4" x 57.6 • RF2 -4 26.0/26.0 0.188 48.0 6 x 1/4" x 172.0 6 x 1/4" x 174.2 BASE PLATES _ 26.0/26.0 0.188 126.2 Col Plate Size RF2 -5 26.0/16.6 0.188 144.0 8 x 1/4" x 34.8 8 x 1/4" x 195.4 Id Wid Thick Length 0 16.6/10.0 0.188 80.8 8 x 1/4" x 222.6 RF2 -1 6" 1/2" 10 1/2" RF2 -6 W08x10 RF2 -5 8" 1/2" 10 1/2" HB -1 9.5/12.88 0.188 6 X 1/4" 6 X 1/4" RF2 -6 6" 1/2" 8' _ • HB -5 8.0/12.0 0.134 6 X 1/4" 6 X 1/4" FLANGE BRACES: Both Sides(U.N.) 1 , -0 " 1 , -0 „ F L(1):,xx= length(in), (1) =one side . 6 SP® s__5 5 16" 6 SP® 3,_6 7 8,, 3' -5316" _ - co I Q1 " FB42. 3 1 1 5A 1 B a 1".., FB39.19A( ( 3A ( 1 ) FB39.19A( _ ° ° _ - --- _ _ _ FB39.19A(1) 12 FB39. 9A(1) _ _. - - _.. Q 2 3 1 F B 3 9.19 ) ii- "' b • Ill in RF2 -3 0 HB -1 -T - - ---- RF2 -2 L a_ RF2 -4 l E : ' mDIL. CV N cV ID i 6 N co i . i0 I i o O 1 + I I N ; : r J Q W �� iQ • in N I to V r- U � • 1 J U M M -..t I AD E M MAY - 7 2002 ° m ( TED JAN 7 2002 I '31 V LLd Mire /7 /7 17)11 II lIJ ~re 1t i 8" - _ a -2 1 /2" 22' -1 1 /2" " f ` ? , 8 -.�.. 19 -5 2 -2 1/2 __ _ " CLEAR +/- CLEAR +/- / f ' �, � �� a = +O 3 197 t ;� "5' 47' -4" OUT -TO -OUT OF STEEL ' B . �u rUTE `f +i � T N �ii' ;�� - - - . <<_•. s!ONAL �� , . D RIGID FRAME ELEVATION • "` Og y F O I • EXPIRES 12/26/ 63 FOR FRAME LINE 3 DATE N0, REVISIONS BY CHK, DATE DRAWN ENG CHECKED DRAWING TITLE1 OWNER 1 Hanger #4 DRAWING NO, 12/11/01 2002 MORGAN ROAD LOCATION 1 Tukwila, WA Lo FILE NAME CHECKED ENG REV SUNNYSIDE, WA, 98944 RIGID FRAME ELEVATION JOB NUMBER (509) 839 -7000 B04276 FAX (509) 839 -0383 - THIS DRAWING IS NOT B U I L D I N G ,SYSTEMS BUILDER Steelcraft Construction SHEET OF TO SCALE SOLUTIONS + SE RV I CE DESIGN LOADS ' I I i • I I I • 1 • 1 • 1 • ,, •1 I I 1 I .• I 1 . ' 1 I 0 Inch 1/16 1 2 3 4 5 6 ,� • i dT-^i nyyT -rm ' �r+�ll�.Eti:J s ..t. r ' d i i i ill illIii i iiiiIiiiI iiIIIiiiiIiiiiIiiii IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I A ■ imummmo SPLICE BOLTS CAP PLATE BOLTS MEMBER SIZE TABLE m Splice Top Of Plate Bottom Of Plate . Col PIECE WE8 D PTH WEB PLATE •UTSIDE FLANGE INSIDE FLANGE Murk • 'Qnt Typ Dia Len Qnt Typ Dia Len Id Qnt Typ Dia Len _ START END , THICK , LENGTH W x T x LEN I W x T x LEN RF2 -1 10.0 16.5 0.188 78.1 6 x 1 x 219.9 6 x 1/4" x 192.7 Sp- 1* 4 A325 0.625 2.25 4 A325 0.625 2.25 RF2 -6 4 A325 0.650 1.75 16.5/26.0 0.188 144.0 6 x 1/4" x 34.3 Sp- 2* 4 A325 0.625 2.25 4 A325 0.625 2.25 RF2 -2 26.0/26.0 0.188 144.0 6 x 1/4" x 192.5 6 x 1/4" x 194.7 Sp- 3* Sp- 4* 4 A325 0.625 2.25 4 A325 0.625 2.25 RF2 -3 25.9/30.9 0.188 71.9 6 x 1/4" x 72.1 6 x 1/4" x 69.7 Sp- 5* 2 A325 0.625 2.25 2 A325 0.625 2.25 _ 30.9/26.0 .0.188 59.8 6 x 1/4" x 60.0 6 x 1/4" x 57.6 RF2-4 26.0/26.0 0.188 48.0 6 x 1/4" x 172.0 6 x 1/4" x 174.2 .BASE PLATES - 26.0/26.0 0.188 126.2 Col Plate Size RF2 -5 26.0/16.6 0.188 144.0 8 x 1/4" x 34.8 8 x 1/4" x 195.4 . Id Wid Thick Length 16.6/10.0 0.188 80.8 8 x 1/4" x 222.6 RF2 -1 6" 1/2" 10 1/2" RF2 -6 W08x10 RF2 -5 8" 1/2 " 10 1,2" HB -1 9.5/12.88 0.188 6 X 1/4" 6 X 1/4" RF2 -6 6 1 /2 8' HB -3 1 9.0/12.0 0.134 6 X 1/4" 6 X 1/4" VLANGE BRACES: Both Sides(U.N.) 1' -0" 1 • --0" B xx `(2X1 , length(in), (1) =one side 6 SP® 3' -5 5 16" 6 SP® 3' -6 7 8" 3' -5316" • co 'co S 1 1" F39A(1) FB42. 1 ► 1 � 5 A ( 1 839 63A(1) , } /1 FB39A(1) FB3.19q(1) 12 FB39.19A(1) _ - � - _ _ - - _.0 - 3 FB39 . � 13 - q . � 1) ' ' 1°3 , 1S - - - 1• - Q V 1 - - - "---- _ --�_ 1 o I� „ 11, . 41 RF2 -3 R a I a HB -1 F2 -2 U) RF2_ 4 d- cn o M a I t ^ ( cn c • ` co M . . mp I I 0 1 I --- c/ e i s I in c C,1 1 N , i e I is D rn N I ti I I -CV i n + La- CM Ce . . HB -3 I .* ¢ I a ^ � a "o) Q c I ...i •-- U . I w in •• 1.- 0 CITY Of TUM ° " • I d) AP D , m CD M f I MAY - 7 2002 JAN 1 1 2002 o I AS hTED :� I ,a1 1 --"Cir-W"5MR5T- A0 4, eeeee I/ Jl- - ,7rnrrr I W AS 1 is \'•17, '-2 1 2 19'-5" 2'-2 2 ' / " 19' 5 2' -2 1 /2" O ff' `4) •'�° ,` f.D �� r s CLEAR +/- CLEAR +/- 8 1 /2" : \ ' . '' r % 1 25' -0" 22' -4" / y O �,� _ � 0 � 197 �9 m , 47' -4" OUT -TO -OUT OF STEEL � ' �es V I � 1 � � �� y w N t Sr,QNpL arab ex. ® RIGID FRAME ELEVATION O `EXPIRES 12/261 63 1 FOR FRAME LINE 5 7 9 DATE NO. REVISIONS BY CHIC DATE DRAWN ENG CHECKED • s 12/11/01 DRAWING TITLES OWNER 1 Hanger #4 DRAWING NO. FILE NAME CHECKED ENG REV 2002 MORGAN ROAD LOCATION 1 Tukwila, WA SUNNYSIDE, WA, 98944 RIGID FRAME ELEVATION JOB NUMBER (509) 839 -7000 B04276 FAX (509) 839 -0383 THIS DRAWING IS NOT BUILDING SYSTEMS . BUILDER 1 Steelcraft Construction SHEET OF TO SCALE SOLUT I ON• f SE RV I CE DESIGN LOADS .7 7.-11 "1 i J I 1 1' I I I •1. .; . 1 . I , I , 1. i.; 1 ,. l. 1 . . . i .. , 1 I I I 1, , I I ' 0 Inch 1/16 1 2 '3 4 5 6 ' , e . `!r nr SI P ti LI IL U1 L r L ` `- 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111IIIIIIIIIIII11IIIIII III . J SPLICE BOLTS . MEMBER SIZE TABLE (In) MEMBER SIZE TABLE (in) Splice Top Of Plate Bottom Of Plate. PIECE SIZE PIECE WEB DEPTH WEB PLATE OUTS FLANGE NSIDE FLANGE Mark• Ont Typ Dia Len Qnt Typ Dia Len START / END THICK LENGTH W x T x LEN IW x T x LEN RF1 -3 W10x12 RF1 -1 14.0/26.1 0.188 144.0 8 x 3/8' x 191.5 8 x 3/8' x 191.5 Sp- lx 4 A325 0,750 2,25 6 A325 0,750 2,25 HB -3 W8x10 26,1/35,3 0,188 in 8 x 3/8' x 108,0 8 x 1/2' x 108,0 Sp- 2 2 A325 0,625 2,00 2 A325 0,625 2,00 • 35.3/39.0 0,188 48.0 - RF1 -2 39.0/28,7 0,188 125,8 8 x 3/8' x 108.0 8 x 1/2' x 108.0 7' LANGE BRACES! Both Sldes(U,N,) • • 1' -0' 1' -0' 28.7/16.7 0.188 144.0 8 x 3/8' x 160.4 8 x 3/8' x 160.4 FBxxA(1)' xx= length(In), (1) =one side HB -2 9,0/13,42 :._18 6 x 1/4' 6 x 1/4' A - L2x1 /8 - 6 SP@ 3 5/ 6 SP@ 3' -5 3/16' 5 ,Q1' FB48.� 8�94A<1) FB46A(1) �' HB -2 1 1' 12 FB43� Cl) FB38,31AC _ 12 FB40 SA(1) FB33,94AC � ' - - _. - 3 — Ivor: -- - - - - - � — — — FB35,63A(I) • I F.B. LENGTH FOR LINED _ — , C . 6 AREA FB28,00A(1) j RF1 -1 1 =. 'r' • 1■11- RF1 -2 cu °' cx o (4 do ,1 JACK BEAM ■ ■ 1>-. (4) 5/8' A325 . . o cr . • I c+� . ■ I lk rv, y�A,LLI`` �,, • W • (4) 5/8' A325 J , i f A 1 in in 0 ` 8S197 L a) �•s f 3 r GISTS y L I . S 'P., ;` 1 0 1EXPIRES 12/26/ D3 ■ ' JAN 1 1 2002 V = 1- 0o ' ■ N • M 8' a` 23'-6 1/8' 21' -11/2' Z-1 • • CD ao I I ;- 47' -4' OUT -TO -OUT OF STEEL a o A RIGID FRAME ELEVATION FOR FRAME LINE 6 10 4 • DATE NO. REVISIONS BY CHK, DATE DRAWN ENG CHECKED DRAWING TITLE' OWNER 1 Hanger #4 DRAWING NO. r. FILENAME CHECKED ENG REV S UNNYSIDE, WA, 98944 R IGID FRAME ELEVATION JOB NUMBER <509) 839 -7000 83 B04276 FAX (509) 839 -03 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER 1 Steelcraft Construction SHEET OF TO SCALE SOLUTIONS t SOW I CE DESIGN LOADS Z I I i . , I 1 1 1 1 1 1 1 l I. I iii : ii I il iii i. 'i' , '' i I I I i I, I I i I 1 0 Inch 1/16 1 2 3 4 5 6 9 7 f — r 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII WIIIIIIIIIIIIIIIIIII�IIIIII IIIIiIII SPLICE BOLTS _ MEMBER SIZE TABLE (in) Splice Top Of' Plate Bottom OF Plate PIECE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Mark Qrit Typ Dia Len Qnt Typ Dia Len START /END THICK LENGTH W x T x LEN W x T x LEN JB -1 25.0/25.0 0,250 10 x 5/8' x 108.0 10 x 1/2' x 108.0 Sp- 1K 4 A325 1.000 2.75 4 A325 1.000,2.75 0.188 36.0 10 x 3/4' 10 x 5/8' Sp- 2 3 A325 0.750 2.75 JB -2 25.0/25.0 0.250 36.0 10 x 3/4' 10 x 3/4' • 0.188 0.250 36.0 • • L� 01 Asi 4' Il OA 1 , ,' - _> / A 0 tom► ..t G Al G . , / , 4 ,n/ 35197 ^- i i . 4P.4;), � , 1� • B OA rs r�'' ,,..C.,:,- � ;x- '�, 4 ' F SIONA r4 . "" fIlvinregi EXPIRES 12/26/ 03 JAN 1 1 4002 54' -0' . v • • 15' -0' 24 15' -0' ,r v IM."..10 v CU Cu I a, I cn a • J • L� • • / • JB -1 JB -2 A CITY OF j JB -1 APPROVED 3/8' KNIFE PLATE CONNECTION SP -1 17,_0, MAY SP -1 3/8' KNIFE PLATE CONNECTI ❑N IF NECESSARY CLEAR +/- ��Z IF NECESSARY P4OTED BRACE @ 9' ❑ C. - .r �-- -Na �. . i 1 \______ SEE PAGE OF FRAME COL. FRAME COL. 7 1 DATE NO. REVISIONS BY CHK. DAT DRAW ENG CHECKED DRAWING TITLE: OWNER : HANGER #4 DRAWING NO. 10/18/01 0 ' FILE NAME CHECKED ENG REV 2002 MDRGAN ROAD JACK BEAM JOB NUMBER SUNNYSIDE, WA. 98944 LOCATION : TUKWILA, WA JB (509) 839 -7000 B04276 FAX (509) 837 -8064 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEELCRAFT SHEET OF TO SCALE OOLUT IONS + •ERV I CE 41 , I I I . + I I 1 I. I' I 1 1. I . ii 1 i I i i iii++il } { I +I i I i i+ i , + 1 1 I I l 1 ! I I I 0 Inch 1/16 1 2 3 a 5 6 t' /' ,WTr nTe(YFT , I St Ft t Gt t UI ii, _. _ �...__....- is L t _ o I IiIIIIIiIIIIiiIIiiIilIIiiIiIiIli iiiIII IIIIIIII IIIiIIiiIiIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILIIIIIIIIIIill _ • I A. MEMBER OUTSI DE FLANGE I NSI DE FLANGE WEB • DEPTH ( I N) MK MEMBER PLATE SI ZE BOLT SI ZE QUANTITY QUANTITY NUMBER THK. x WI DTH THK. x VI DTH THK START /END DEPTH L OR T R OR B PC 1 5/8' x 8' 5/8' x 8' 187' 21.0/21.0 A 21' 3/4' x 8' x 21 0/4' 1' x 2.75' A325 4 4 250'x3' C 24' 3/4° x 8' l' x 2.75' A325 2 2 CANOPY BEAM E 21' ,1 /2' x 6' x 12 1 /2' 3/4' A307 J —BOLT 2 2 PRT 1 1" x 8' x 9' 1 /8' x 8' 250'x3'24. - 00/24. 00 3/4' x 8' 187' 2 — 50'x3' PRT 2 1' x 8' x 9' 1 /2' x 8' 250'x3'24, 00/24. 00 • o o 3/4' x 8' - 187' ,250'x3' 3 1 3 � 1/' I r i 2 0 0 I F U I-I ITI .."--- 0 410 1 1 11• It'il' - ti - 51' 10' 19' -11' 31' -11' ® HAUNCH CONNECTION I I . 4' --- TO P VE I W T OP VE I W —� F--- -I PPRT ORTAL RAFTER _ , _ - 9' . --- fce . IHI 4 4 ---) 4 ' I CO ® (PORTAL RAFTER O I .. 4. PRT -2 SEE NEXT SHEET 0 9. FOR FLANGE BRACE DETAIL A ^ -_I 0 BASE CONNECTION BOLT PATTERN SPREAD L ICENTERLI NE I ° ON I • (PORTAL COLUMNI,LI4' PC -1 LJ 11.1 �z L. W A & & ZIW -~� 1 �, Q W ,. 1 .1 ;, , . • zu QQ I> i . f. ✓ s s ,.e 4 C 36197 197 „c ,,. ' �' 4!) ( , ZoQZ JAN 1 1 2002 .4, tilONAL �� *TED I L 1EXPIRES 1 2126/ 03 1 I .. 54' 0' ...I PORTAL FRAME — LINE A • DATE Na REVISIONS BY CHK. DATE DRAWN DRAWING TITLE: OWNER : HANGER #4 DRAWING NO. 10/18/01 2002 MORGAN ROAD l0 FILE NAME CHECKED , SUNNYSIDE, WA. 98944 PORTAL FRAME LOCATION TUKWILA, WA JOB NUMBER PF FAX 839-7000 0383 804276 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEELCRAFT SHEET OF Aimmmimmimmimmmmommommw TO SCALE OOLUT I ONO ♦SERVICE DESIGN LOADS .ram, I e Z I I 1 I I I I I I ;'Illiiil l . Iii; i 1 I l I I I � 1 1 I ! l. I I I • 1 I 0 Inch 1/16 1 2 3 4 5 6 ,) V' AVIr" re(vrT r V.1-,0a. -.s = • I �IIIIIIIII�IIIIII II�III IIIIlIIIIIIIifiIIIIhill IIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111 IIIMMMOMMW • ( 4) TEK SCREW W/O WASHER . , . ��.1 ea PORTAL FRAME BEAM • \\.___ • A � G � E C UT FLANGE BRACE P. 1 st PURL N FROM E 4. 1 /2" A307 BOLTS 'RI! FIELD DRILL • O . I FLANGE BR, CLIPS ARE LOCATED __/ @ CLIPS ON PORTAL BEAM • • ' �� '. . 0LLI Q Y . . ! As A , '' DETAI L A .�' r'._ :. �' PORTAL FR, BEAM - FLANGE BRACES �' {: APPRot . g v o: NAV Z no� `1ONAt • AS 80TED I EXPIRES 12/26/ 6; I • JAN 1 1 2002 - DATE N❑. REVISIONS BY CHK, DATE DRAWN DRAWING TITLE: OWNER : HANGER #4 DRAWING NO. 10/18/01 • F ILE NAME CHECKED 2002 MORG A ROAD PORTA FRAME BRACE i k sun SUNNYSIDE, WA. 98944 L ❑CATION : TUKWILA, WA JOB NUMBER PB (509) 839 -7000 THIS DRAWING IS NOT B U I L D I 'N SYSTEMS FAX (509) 839 -0383 B04276 BUILDER : STEELCRAFT SHEET OF TO SCALE $OLUT I OHS is $ERV 1 CE DESIGN LOADS ' I I ' •) . . , I ' I' I 1' I' I' I' 1 I i' 1 I i I i l i i i I ; 1 i I i, i i ,' . , � i I I I 1 I i, , I I I '. 0 Inch 1/16 1 '. 2 3 ' A 5 6 } � • , !r "i'e (v7 re , 1 * i . 5i • VL Tr-ti. i U( Z t ry : c 7,-------1---- 0 i IIIIIILIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIII11111. IIIIIIIIIIIIII1IIIIIIIII1IIIIIIIII1IIII IIII1IIIIIIIIt1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I BOLT TABLE: FRAME LINE 1 & 1.1 • O - - L ❑CATI ❑N IQUAN TYPE DIA LEN • Columns 10 A325 1/2' 1 1/2' 47' 4' ❑UT T❑ - OUT ❑F STEEL O MEMBER TABLE CDI FRAME LINE 1 & 11 ® MARK PART LENGTH 18' -0' 18' -0' 11' -4" 2' -8' G -1. 8025Z14 15'-10 1/8' _... - -- G -2 8025Z14 15' -8' - G -3 8025Z16 15' -6 7/16' 2 • G -5 8025Z14 15' -2 13/16' ,Ql' to 1 ' �. G -6 8025Z14 17' -3' 12 , — — 12 G -7 8025Z16 9' -1 5/8' G -8 8025Z16 8' -11 9/16' — --- c1 -- — — — .` ` 1 -- -- 7 G-9 8025 216 8'-10 1/16' 3' -0" G -5 G -6 G -11 3' -2 11/16 G 6-10 8025Z16 8'-8 1/4' -11 8025Z16 8' -6 7/16' G -12 8025Z16 9' -1 15/16' 3' -0" ::::: ..G 13 8025214 15' 10 3/8' G -4 G -6 10 Zo 0 3 -0 G -3 G -6 Cr 2' -7' G -2 G -6 G -8 0 2' -7 cv ANGLE TABLE L Is c6 Is FRAME LINE 1. & 11 ih G -1 1 G -6 G -7 ' ID PART LENGTH M 1 BA -14 14' -0' I O 0- _ Q I 2 . RA -14 14' -0' L J I I ..,i RF3 -5 RF3 -6 . ENDWALL FRAMING! FRAME LINE 1 • 0 47' -4' OUT-TO-OUT OF STEEL O ® 0 - 2' -8' 11' -4' 18' -0' 18' -0' 0 . 1 1' 1., 12 lo�— _------ --- ------ - -1 —�— 12 • 3' -2 11/16' _ G -11 G -6 G -5 3� -O , . 7 "�: , ZD APPROVED 3 ' - O' 31 -0 • . C ITY OF TUK . , i cv ■ 3' -0' 3' -0 :,; �� G -10 G -6 G -4 • . , w I,S G -9 G -6 G -3 ,2 I al 2'-7' ,° G -8 G -6 G -2 2 ' -7 MAY ` 7 2002 /� ,� ` 31 �� :; A l i l5 C6 15 -1-i AS !ICED � ih G -12 1 G -6 G -13 i�Sj0 � I 0 0 1 T3 I `° . ,____ L J 1 EXPlRES12I 26 I3 I I -. RF3 -6 RF3 -5 • JAN 1 1 2002 ENDWALL FRAMING! FRAME LINE 11 • - DATE NO REVISI ❑NS BY CHK, DATE DRAWN ENG CHECKED DRAWING TITLE' OWNER 1 Hanger #4 DRAWING NO. 12/11/01 2002 MORGAN ROAD L ❑CATION , Tukwila, WA I Z FILE NAME CHECKED ENG REV SUNNYSIDE, WA. 944 ENDWALL FRAMING JOB NUMBER C509) 839 -7000 98 B04276 FAX (509) 839 -0383 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER ; Steelcraft Construction SHEET OF TO SCALE SOLUTIONS + SERVICE DESIGN LOADS I )- Z4-1 I I i •I ' I I I I I I 1 I i ' i j � i I ' i i i i i l i i i .!iii ''•' !. I 1 i 1 I 1 1 I • 0 Inch 1/16 1 2 3 A 5 6 it i , W r "TriwT' YrA 1a ,..< S 1 V1 :1 i,l l UI i. — 1. c U 1, t, l 0 1 1IIiIIIIIIIIIIIIIIIIIIIIIIIiIIllIIII IiI IIIIIIIIIIIIIIIII1IIIIIIII IIIIIII IIIIIIIIiIIIIIiIIIIIIIIIII1II► IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII F . . 7 .. . MEMBER TABLE FRAME LINE A & D MARK PART LENGTH - 4 ;• I 1 • 1 - 1 1 G -15 8025Z12 29' -5 1 4" G -16 8025DZ12 29' -5 1/4" G -17 8025Z12 29' -5 1/4" I CB -1 CAB.437 30' -5" CB -2 CAB.437 30' -9" ANGLE TABLE ' FRAME LINE A& D *ID I PART I LENGTH • t ,.� ; "''� 1 1 EA -14 l 14' -0" ,- ,, .k.,' �� ,r, • : '�� r✓ '? + • - ,, ii i: , .. ' : . , : :21 ; .•, • 270'-0" OUT -TO -OUT OF STEEL O ' O O 0 O © O O O ,0 � � ' 27' -0" ____ 27' -0" 27' -0" 27' -0" 27' -0" 27' -0" 27' -0" 27' -0" 27' -0" 27' -0" • 8 8 /ONAM � � 4 „ •ra , 4 0 E XPi :ES 121261 O JACK BEAM ® PORTAL FRAME JACK BEAM PORTAL FRAME JACK BEAM JAN . 1 1 2002 - , - - - - - - - - - - - - 10 2 " • I �.I -------- HI I 5"x8"x1/4" BACKING PLATE RF3 -4 V RF2 -5 RF2 -5 RF2 -5 RF2 -5 RF3 -4 SIDEWALL FRAMING: LINE A cty o` T Q 11 : �� 270' -0" OUT -TO -OUT OF STEEL V O D SAY ` 7 m 0 ® 0 0 0 0 0 • 0 AS 2002 27' -0" 27' -0" 27' -0" 27' -0" 27' -0" 27' -0" 27' -0" 27' -0" 27' -0" 27' -0 " 4 " w ... I.. " 4 0 �- � • • -1 � _ �-�' �- • -� 5 "x8 "x1 4" BACKING PLATE G 17 : : ; = G -17 G -17� G -17 r G -17 _ G -17 _ G -17 ' 4 ; - ' o / • ' G -17 r G -17 = G -17 �� G -17 �, G -17 --� G -17 _ G -17. �—� 4 -7 " I i0 ' 8 G-14 - •4111 1 1 G -16 _ G -16 — G -16 ' ; ' G_1 . •a� G -16 _ G -16 G -16 - G -16 �� 3' -5 '- 2" 2 I I I I I I I I I I j I RF3 -1 RF1 -3 RF2 -1 RF1 -3 RF2 -1 RF1 -3 RF2 -1 . RF1 -3 RF2 -1 RF1 -3 RF3 -1 TYP. LOCATIONS FOR CABLE SLOTS GIRT NOTE: DIMENSIONS ARE FROM INSIDE LAPS 2' -5 3/4 2' -5 3 4" 5 3/4 2' -5 3 2 5 3/4 -I-, 2n 5 3/4" 2n 5 3/4 {__�- 2„ 5 3/4 _ 2„ 5 3/4" 2'-5 3/4: 2' • /". - 1 - 0 3/4 + " OF FLANGE / /4 2 5 3/4 2 5 3/4 2 5 3/4 2 5 3/4 2 5 3/4 2 5 3�4• 2 5 3/4 SIDEWALL FRAMING: LINE D DATE NO. REVISIONS BY CHK, DATE DRAWN ENG CHECKED DRAWING TITLE' OWNER 1 HANGER #4 DRAWING NO. ' 12/11/01 I ri 2002 MORGAN ROAD JOB NUMBER SUNNYSIDE, WA. 98944 LOCATION 1 TUKWILA, WA SW FILE NAME CHECKED ENG REV (509) 839 -7000 FAX (509) 837 -8064 SIDEWALL FRAMING PLAN B04276 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER s STEELCRAFT CONSTRUCTION SHEET 1 OF TO SCALE •OLUT I ONO + •E RV 1 CE 1 }j I/4 I I , ' 1 1 I, 1 I I I I: I : i i i i I i i, i i i I , 1 i I i i ,i I I i 1 I i I I 1 i 1 . 0 Inch 1/16 1 2 3 ' 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII , MEMBER TABLE FRAME LINE A & D QNT MARK PART LENGTH • 10 DJ -1 8025CJ16 7' -5" 10 DJ -2 8025CJ16 7' -5" • 5 DH -1 8025CJ16 3' -4" 10 DH -2 8025CJ16 5' -0" — DH -2 DH -1 N N _ _ I I I I DH -2 ° n 0 8' -0" x 5' -0" WINDOW F.O. O2 3' -4" x 7' -2" DOOR F.O. FIELD LOCATE FIELD LOCATE *NOTE: DIMENSIONS SUPPLIED ARE CONFLICTING PLEASE VERIFY NEW DIMENSIONS WILL BE ACCEPTABLE ' . '' ° 1,s *NOTE: FIELD CUT GIRTS FOR FRAMED OPENING \I A1iih I r � `� , �, � col , f , EXPIRES 12/26/0 JAN 1 1 2002 a City or 11 O �9" 270' -0" OUT —TO —OUT OF STEEL 1 D 10 Q ® 0 @ ® ® .0 ® AAY -? 27' -0" 27' -0" 27' -0" 27' -0" 27' -0" 27' -0" 27' -0" 27' -0" 27' -0" 27' -0" ?OO 4 8 - o o o � o :r 4 � , " 6 -L - — 3' -0" II Ili 'PISA -aiirlirJIrii..8•Ne..NUrivah Will 3'-0" 1 r -gig ri_ r IPPPr -4 © ' —" 1 I I I I • I I I RF3 -1 RF1 -3 RF2 -1 RF1 -3 RF2 -1 RF1 -3 RF2 -1 RF1 -3 RF2 -1 RF1 -3 RF3 -1 SIDEWALL FRAMING: LINE D DATE E NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE' OWNER 1 Hanger #4 DRAWING NO. FILE NAME CHECKED ENG REV SUNNYSIDER WA. 98944 SIDEWALL FRAMING LOCATION Tukwila, WA JOB NU MBER 4509) 839 -7000 DOOR OPENINGS B04276 _ THIS DRAWING IS NOT B U I L D I N G SYSTEMS FAX (509) 839 -0383 SHEET OF BUILDER 1 Steelcraft Construction TO SCALE •OLUT I ONO f SERVICE DESIGN LOADS 1 1 4 i i � i ii"1 i a i i l i .. � i ... ..,� 1 i .I I I I 1 I I I' 1 1 I 1 I ii I I I , i I ' I I 1 1 , , I S i I 0 Inch 1/16 1 2 3 4 5 6 '.� Y -WTI- 'r rj - v r r i .? I 1 . I hllil iliIii. illil1d1111lilii11iiiliiii1illi !lili111111LIIIIIIIIIII II1IIIIIIIII1IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII I I IIIIIIIIIIIIIIIIHIIIIIIIIIII . — -- .......__ MEMBER _ TABLE —SEE DETAIL _ FRAME LINE 1 & 11 --- ., � — MARK PART LENGTH BG -1 8025C16 . ci, - BG -2 8025C16 '� G 1A 8025Z16 h '! G -2A 8025Z16 e - G-4A G -BA G G-3A -4A 8025Z16 • G -5A 8025Z16 § I G -6A 8025Z16 • G -7A 8025Z16 zn - G -8A 8025Z16 G-3A G -7A i 0 G -2A G -6A it I G-2A G -6A , 6 1 • c G-1A G -5A . (2) 1/2' A325 FIELD DRILL I LOCATE FOR ESC -1 CLIP o ' .Y ■ S I BG -1 BG -2 nPP.hs 25' -4' 22' -4' i FIELD CUT L DRILL GIRT • 47' -4' OUT -TO -OUT OF STEEL 2' -e' ESC -1 ' PARTITION WALL FRAMING AND SHEETING ® © MEW • FOR FRAME LINE 3 5 7 9 UC -2 . DETAIL A • GIRT TO PURLIN CONNECTION . • M A y - ► ' . {,. it 4. n ° . r» r. N F :. .» P. w 20 ®� * f ' 38197 ' ;S� :A..) �o 4 n n n n n n n n n n .c• %.°. �o s - ' � L 0 �' (; I ,r .3v ,&.., :' ` E,XPIRES 12126/ 6 3 I • JAN 1 1 2002 DATE NO. REVISIONS BY CHK, DATE DRAWN ENG CHECKED DRAWING TITLE' OWNER 1 ' AN ' #4 DRAWING NO. LE 1 N NAME CHECKED ENG REV 2002 MORGAN ROAD PARTITION WALL FI sun SUNNYSIDE, WA. 98944 LOCATION ' TUKWILA, WA JOB NUMBER ' Pw (509) 839 -7000 B04276 THIS DRAWING IS NOT BUILDING SYSTEMS FAX (509) 837 -8064 BUILDER 1 STEELCRAFT SHEET OF TO SCALE •GLUT I ONO +SERVICE — I Z(I •I I I 'I'l'I. •','I=i"I i111111 .' -= I �•I I , I . , I . 0 Inch 1/16 1 2 3 A 5 6 ' ,, v'.. - 4,YTr"�'t'In y , *4ti:i,. �,: --T ". L 1 IIIIIIIl�IIIIii1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIH111111110111 I IIIIIHI IIIIIIIIIIIII IIIll ' _ A . Nsosarsowommm 0 / • MEMBER TABLE MARK PART LENGTH CB -3 CAB.25 30' -1 1 " • CB -4 CAB.25 26' -0" ' CB -5 CAB.25 26' -10" • _ CB -6 CAB.25 • 27' -1 1 " • • • C). . . 270 -0 OUT -TO -OUT OF STEEL . 10 Q 0 0 0 C) 9 CD 27 ,_ 0 . 27 ._ 0 ,. 7 '_ " " ,� ' 0 2 0 27 0 .......is 27 0 27 0 27 0 27 0 27 _0 27 _0 4" 4 „ • • . T :: _ • -- - _ = I • 20 i C�\3 -. C� `3 ., Ce \ J. ., C� \ 3 �., C e, `3 Ce J C ep C e p CBS Ca, I N 3 G 3 G 3 3 ( I , B - 1 Cif -4 - B-4 B -4 CB -4 B -4 8 -4 CB -4 B -4 ;- B -4 CB -4 ♦I� H H H H I 4 � € : N 0 ' 6 G 6 G� E G0 `6 Ge e `6 G� 6 C e `6 G0 -Q) C e`6 C e ` 6 G� e `6 00 . Oily tLLI c 3 4l; � D -c o� 4�, . v � ROOF FRAMING PLAN i . q � '` r A MAY - 7 2002 � � � j . b 36197 , SAL JAN '1 1 2 � �� U S iONAL S ECG . I EXPIRES 12/26/ 03 1 • . DATE NO. . REVISIONS BY CHK, DATE DRAWN ENG CHECKED DRAWING TITLEI OWNER ! HANGER # 4 DRAWING NO. 10/17/01 7 NAME CHECKED ' ENG REV 2002 MORGAN ROAD ROOF FRAMING PLA JOB NUMBER SUNNYSIDE, WA. 98944 L ❑CATION ! TUKWILA, WA R2 <509) 839 -7000 FAX (509) 837 -8064 BRACING LAYOUT B04276 . THIS DRAWING IS NOT .13U I L D I N G SYSTEMS BUILDER ! STEELCRAFT SHEET OF TO SCALE $OLUT I ON$ +$ E RV I CE i 7 1 • 1 i .1 . I' 1 I I',i ' I 1, i i �, I i !"i- i i I , ' � i l i i i -i 1 , I I y I I I I I i I ! i I , , i 1 I i 0 Inch. 1/16 1 ' 3 4 5 6 _. ' -W � L '^ ( Y N ' e ' � rL'+.1. s • r Sl � r ; ... V : - , -. tt i . I . _ �� a - 27 - . ... -- C --. .. . r, , .. .� - 6 ` 0 ,1 h IIII.IIPIiII IiIllillll (.I IIIiiI1I 111111i iI1il111i1►► 1IIi111 1II1LIIIId 11'iiII.II1III111111 • • MEMBER TABLE ' MARK _ PART _ LENGTH P -1 8025Z12 29'-5 1/4' P -2 8025Z12 31'-11 1/2' P -3 8025Z14 31'-11 1/2' P -4 8025Z12 29'-5 1/4' P -5 1025Z12 ,�,„�.�,� P -6 1025Z12 E -1 ES80Z12 26'-11 1/4' :. .0 ! -./l,- : ..'- E -2 ES80Z12 26' -11 1/2' - .4A, y,- ., %: 'p, E -3 ES1OZ12 o ; - E -4 ES10Z12 . - u i ANGLE TABLE 4 > I ROOF PLAN . , - , ..,� i� f *ID PART LENGTH , 381 g _ �; 1 RA -14 14' -0' ,#)60., �'0z i�� ;" - '. . 2 SA -25 25' -0' stONAt M' , rY r ' J tY EXPIRES 1212610 3 JAN 1 1 2002 • Q - T❑ - ❑UT ❑F STEEL 270'-0' ❑UT .�, 0 0 0 0 0 0 0 0 0 •27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' . 4' 4' ;Ir P E-3 5 E - - 6 6 P -6 P 6 P 6 c in LJ. J O E -3 _ E -2 - - 2 E - E -1 : P- 1 <Tylp) 1 E-2 I IP- 3<TJp) TE -2 I 1E-2 I I E 2 I I P- 3(fyp) 1E -2 I FE -2 I I I I 2<T IP - rp) I I _ IP- 3<Ttp) I P- 3(Tkp) - IP- 3 <Tip) I I I P -3(1 p) IP- 2 <T'p) I P 4(11Y0 4 I I --,.- I I -- I I I I -=-I I 1------1 I I---- I -'-- I- - --I I . o a I I I i I - 1 i I --I I -1- I 1 -r- I. I---- I I N v Il I I I I I I I I I I I { I I I 1—F I I — _ I I _ — I _ L-- I I _ ( R362C2 I I = I I _ _ 1 — I I _ I I I _ 1_,...22_-1 I I . I (90) I I I I l I I I I I I { i I I I I I o I II I I I I I I I I — I I --- I I I I I 1 u, Cu I I I I I i I I t -- I I { { i I 1 N" I I — I I - I I I — I I -- t - ( I I -- I A 71- E - E - _ E -2 E -2 _ E -2 E -2 _ E -2 E -2 E -2 E -1 0► 1 I I-- I f I II I-- --1 I I I -I I-- I F---� Co I E - I E -2 I E -2 I E -2 I E -2 I E -2 I E -2 I ' E -2 I E -2 I E -1 I ROOF i • N PURLIN 2' -5 3/4.1 1' -2 3/4' I 1' -2 3/4' ( 1' -2 3/4 1' -2 3/4' t 1' -2 3/4' I 1' -2 3/4' i 1' -2 3/4' l 2' -5 3/4' i SHEETING 2' - S 3/4 1' - 2 3/4' 1' - 2 3/4' 1' - 2 3/4' I1' - 2 3/4' 1' - 2 3/4' 1' - 2 3/4' 1 1'-2 3/4' 2 344 OF r PANELS' 24 Ga. R6 APPRoitT ROOF FRAMING PLAN - Sun Standard AY d DATE NO. REVISIONS BY CHK, DATE DRAWN ENG CHECKED DRAWING TITLE' OWNER ' AN # 4 DRAWING NO. 10/17/01 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD ROOF FRAMING PLAN JOB 4e, NUMBER SUNNYSIDE, WA. 98944 LOCATION ► TUKWILA, WA R1 FA X (50 -8064 PURLIN LAYOUT B04276 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER ' STEELCRAFT SHEET OF TO SCALE SOLUT I ON$ t SLIM I CL ( .z. I I i . . . , I I I I I I 1• f. 1 . . ;' 1 4 1 i I i l i !111 I II'1 1 _ .. ; q I I i I 0 Inch 1/16 1 2 3 it 5 6 f ,rn , I rr St nt ti 6l t: i)l 21 2 rt:- - r - - - -- U 1 I IIIII1 IIIIUIIIIIIIIIIIIIIIIIIIIII111 1IIIIIIIIIII111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111 • IIIIIIIIIII IIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIII , • Q 1 O 270' -0' OUT-TO-OUT OF STEEL ON 0 0 0 5 0 0 0 0 . o. 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' • 4 • 4, , ...... 6' -0' 6' -0' - 6' -0' ••--... 6' -0' .0-.06 ' -0' T o _ _ 1 I _ . 7 3'x11' of J LIGHT PANELS 1 ir , -- -- H - H _ H - H - T- • 14t Cu N • o; - T I = — a, I I E -2 I I I I I I I I I 1 N "fit • 141 L.L4 , ,., o ., vV As. f �� &" •;,, Gam ' . d •, t' 7 . )' r. • SKYLIGHT PANEL LAYOUT � I y D 361x7 ,.'i i'' NOTE NOTE AFIELD CUT ROOF PANEL NAY � O,o •�' v 1ST1 � �� t TO LOCATE SKYLIGHT PANELS ' 2002 "- & SIGNAL E i\ ' %'' AS . L � I EXPIRES 12!26! 0 3 I JAN 1 1 2002 DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED 0 s u DRAWING TITLES OWNER 1 AN - # 4 DRAWING NO. 10/17/01 2002 MORGAN ROAD _ FILE NAME CHECKED ENG REV SUNNYSIDE, WA. 98944 ROOF FRAMING PLAN LOCATION a TUKWILA, WA JOB NUMBER R1 FAX (509 ) -8064 LIGHT PANEL B04276 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER a STEELCRAFT SHEET OF ................... TO SCALE ,GLUT 1 ON! t $E RV 1 CE �_ Z I . , , , 1 . 1 I 1• 1•I I. ,, il i i il i i ii ! , i ..,. I i 1! i I 1 I , i I 0 Inch 1/16 1 2 3 A 5 6 ''t, .WTr'Trt u'T • y .r<.r∎ + i. = r St Fr 0 . i;t h I r i _ ,. . _f` V ! L t 0 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII I Ii .. . , . .1 A I A • . • . — ---r-- 19/-0" _ --- ---____ i _______....___________ ,__:, T-1' . . . — /-6" /---TRACK CARRIER BEAM BOTTO 17 M OF RAFTER _ L3x3x5/16 r ...3 3'-2" J- . 8 1/2' A325, TYP EACH END JACK BEAM € FRAMES 1, 2 4, 6, 8, 10, 11 16/-9" • SECTION A BOTTOM OF SHEETING . B B 9'-1' 1 1 • -1---E........., 1T-011 • =R +It L===-- . III ,--12ga 8' CEE , I I I 17/-6" 9'-1' 111.1111111111111111111111 ,--TRACK CARRIER BEAM , BOTTOM OF TRACK CARRIER . 7 _ z...s_ - 1 r ---- _1.1 3/-2° g ,.1 • 1 t- 8' 12ga DOUBLE CEE JACK EAM FAMS 11 I 11 , B € RE I 1 i II 8'-10' 1/2' A325, TYP EACH END II SECTION B • . . BOTTOM OF SHEETING j . .,. . L3x3x5/16 141,1_,.4. , o.. WAS CiTy of Timely a ''''' . , . . N*ILI ,. 9'-1' APF,F , - _ ,t,I1 0 ■*; '.r-4. MA Y ? 2002 -' .-r gi..',,, il -e. 4 3697 ,,..,9 A, AV 1 0,0 40 * .- P ''i/ I • -45 I- . Ittikoft E)(PIRES JAN 1 1 2002 al! DATE NO. REVISIONS all CHK, DATE DRAWN ENG CHECKED • ri DRAWING TITLE' OWNER 1 HANGAR #4 DRAWING NO, 10/17/01 I 1 2002 MORGAN ROAD I. FILE NAME CHECKED ENG REV SUNNYSIDE, WA. 98944 TRACK DETAIL LOCATION 1 TUKWILA, WA JOB NUMBER BTS (509) 839-7000 B04276 11111 THIS DRAWING IS NOT BUILDING SYSTEMS FAX (509) 837-8064 BUILDER 1 STEEL CRAFT SHEET 'OF TO SCALE SOLUTIONS 4. SERVICE K . H •' 1 . 1 • • . 1 1•1:1.1.1.1.1 ,:;1.Hill!iim ‘.1 ■ 1 1 i • 1,. H • i . . 1 1 0 Inch 1/16 1 2 3 4 • 5 6 • , iv" • -NWT rriNrIrvrre , ,. g I ---i t i ■.- - i tj 1 • i"; 2 T c --- V r F --- r ------ 0 ' IIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIhnIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiiiffilliffilliilimillIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII ■ • A A " - ems _ Lo-- 9' • _ — — --- 19'_p" - ..._ t_______:.. g .L._________,........27._ " --- -1— ---. L3x3x5/16 • r TRACK CARRIER BEAM 17'-6° 8' -10• 1/2' BOTTOM O F RAFTER A325, TYP EACH END d 2'_8" ,.1- 17' -p" BOTTOM OF PORTAL ------\ B PORTAL , BEAM FRAMES . 16'-9" 9 BOTTOM OF SHEETING • 9' -1' SECTION A M Z Ferri+" ' ^ ` V Li jL�l? ' • V .`'„ of - v a '`, •, I,.) de:,-, i 9' -1' 4:$21 .sq 4 r 3 6197 ' 1 0 iS T �� ' .; • — — — — — v - ''"I- - 19'-0° EXPIRES 12126/ 03 II ° ,L.,_ JAN 1 1 2002 8' -10' 1/2' A325, TYP EACH END III II I 17' - 6 " III _ 8 r TRACK CARRIER BEAM I� ;: — — — — BOTTOM OF TRACK CARRIER 2 —8 L3x3x5/16 II 9' - 11 t% 3OR5TA �, B FRAMES 16/-9° SECTION B BOTTOM OF SHEETING V I I WY Of TU WA ARAM) MAY - 7 2002 . DATE NO. REVISIONS BY CHK, DATE DRAWN ENG CHECKED DRAWING TITLES �� OWNE $ DRAWING NO. FILE NAME CHECKED ENG REV 2002 MORGAN ROAD T RACK DE TAIL _ S UNNYSIDE, WA, 98944 LOCATION (� JOB OB N I UMBER C509> 839 -7000 THIS DRAWING IS NOT BUILDING SYSTEMS FAX C509) 837 -8064 TO SCALE •OLUT I ONS I SE UV I CL BUILDER 1 SHEET OF , w y . I I i I i I I I I I 1 ' i; I ; I i i i` i i i l i i i i i i i i i , ,, • 1 ', I , 1 '; ,, I I • 0 Inch 1/16 1 , 2 3 d 5 6 ;f , - W!r'� ^irW� T 1 IIIIIIIIIILII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII1IIIIIIIII1IIIIIIIII1IIIIIIIII1IIIIIIIII1IIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . TRIM TABLE • FRAME .INE 1 & 11 OID MA • O3 O O CC -2 ;9 �_ „ �© 0© PC -1 1 2 • L A . 4 N co r" N CO 1 ' ' 1 CO 1 in 1 v- 00 i n * I I I I I I 1 p . o 0 0 0 o I 1 1 I 005 O N N N N N N N N O 6 1 ENDWALL SHEETING 8c TRIM: FRAME LINE 1 PANELS: 24 Ga. W6 — Sun Standard • • • • % 0 0 . .• -E:- 44 . • 0 — .. ❑ 0 . . .. \I-4'..1-3-1 !"/ ,, i t 0 0 - N in 03 i i c0 0 N 0 0 I n N ' c O ,,I,,,1-'-;•17'' r, ' ,.? - • ! f : ,;•:') '''';;. :-4 ,1 ? • O N N N N N O 0 01 p� • OM, • ' . • y 4 ,4 97 •C . �� 7 CITY Of TLM(W O'O Ts �6 N ROW D SS1ONAt . 1 - - .o � ENDWALL SHEETING & TRIM: FRAME LINE 1 1 MAY - 7 2002 EXPIRES 1 PANELS: 24 Ga. W6 — Sun Standard AS (l.UJ JAN 1 1 2002 DATE NO. 0 REVISIONS 0111321 DATE DRAWN ENG CHECKED DRAWING TITLE1 OWNER 1 Hanger #4 DRAWING NO. III -- 12/11/01 2002 MORGAN ROAD LOCATION Tukwila, WA 2 -= FILE NAME CHECKED ENG REV SUNNYSID09> 8E, 39 -7 WAS 000 98944 E N D W A L L FRAMING JOB NUMBER III <5 B04276 FAX (509) 839-0383 NM THIS DRAWING IS NOT TO SCALE BUILDING SYSTEMS BUILDER Steelcraft Construction OF �� SOLUTIONS + SE RV I CE ��' DESIGN LOADS 2.q 2.q I I I . I � r i I 1 I I . I I 1 1 ; i i I I i i l I ; i. ( j i 1 i l i iii I -i I `' I I I 1 i I , 1 I 1 O Inch 1/16 1 2 3 . d 5 6 qe g bt - Tr — 6[ I. UI — € 2 L L — i . _ 0 1 ` IIIII�LIIILI�IIIIIIIIIIIIIIIIIIIIIII�lllllllll�lllllllll�IIIIIIIII�lllllllll�lllllll 111111 111111111 IIIIIIIIIIIIIIlIIIIIIIffiIIIIIIIII�IIIIIIIIIIIIIII ,..,.._______ A • • TRIM TABLE FRAME LINE A & D OID MARK - LENGTH • 1 CT -14 14' -0' • 2 ET -14 14' -0' 3 LTF -14 14' -0' • • • • • <6) Gutter With Downspouts • I 4 a a v v .r 4 •r 4 4 •- v 4 4 4 4 4 4 .r 4 4 v v 4 v v .r ZS' ZS" v d v ' ♦r 4 v er 4. • r v • r 4 •t 4 •r 4 4 •r v •r •r v 4 •r 4 •r r .r v . 4 4 4 4 4 v .r r it zr v v 4 4 v . v •r •r •- .r •r 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 I I I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 I I I I I I 1 I I 1 I I 1 I I I I I I 1 I 1 I I I N N 4 ` N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N C U N N N N N N N (l) N N N N N N N N N N N N Cu N N N N N Cu Cu Cu Cu Cu Cu Cu Cu Cu N Cu Cu Cu Cu Cu Cu N Cu N N (u N Cu Cu N r <6) G .It :er VIth D 3wnsF ou is e CAl` OP Y ON ' ON Os O• ON is O D s • ON Q` O a Os as ON B. • Os OA Q` Os O Q O Os ON • O• ON as as ON ON O► Os O► O► ON ON ON O ► ON ON O, ON ON ON ON O, ON ON O► ON ON ON ON ON ON ON ON ON ON ON ON ON ON Os ON ON ON ON ON ON ON ON ON ON ON Cr. ON ON ON ON ON ON ON ON ON ON 1 ' a I 1 . 1 , 1 , 1 , 1 1 I _1_1 I 1 . . . . . . ■ 1 I I . I . I I I I I . I I • . I . I 1 I . I 1 I I I I I I ■ 1 I . I I 1 I I I 1 ■ I I I I I I I I . I . . . . I I I I 1 I I ...1 1 . I I I 1 I I I I I I I I I I I I . I . . J. . 1 I I I I I . , . . . . . . . . . . . . ■. . ∎0 ∎D V3 �0 kD ND ..D ∎D ZD .D 0 V 0 %D VD ∎ D ∎0 ∎D �0 NO V0 10 1D 10 ∎D 1/40 Z0 10 1/40 1O ZD 1D 10 :0 ■∎D 10 �D ∎∎0 10 10 1 0 V0 V0 ■∎D 1D Z0 Z0 Z0 10 t 0 10 Z0 Z0 1D 10 1D 1D 1/4/3 1D 1/4 10 V0 10 10 1D tD 1/413 ZD ∎0 1/41.1 U0 ■D 1/40 1/40 10 113 tD 1/40 ■0 1/40 10 Z0 ZD 113 10 10 0 t0 tD ■D [14) . • VERIFY LENGTHS • SIDEWALL SHEETING & TRIM: FRAME LINE A \ LL PANELS' 24 G. W6 — Sun Standard / ; `') 4 • ,,,•>, /f f� c .- �'; Lti. , y' • .0 �. v;;. f 36197 � i ° �� 11 • o � ss rC�NAL � , . EXPIRES 12/26/ 03 I (6) Gutter Ith Downspouts © • . JAN 1 1 2002 r • . . • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • . • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Co 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 O I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Os as as Os Os as as O• as o OA as as as O+ ON Q• as as O. ON or as Os Os as as as as as as Os ON O► O► as O` O a s Os as O• • O► OA O% ON D• as as as as T as as as as Q O ` OA • as as as O► O• O O► Os a ` as as T as ON as OA Os as OA as Os as Os O` OA O+ ON ZA • CITY OF TU (W11LA . APPO\D SIDEWALL SHEETING & TRIM: FRAME LINE D • PANELS' 24 Ga. W6 — Sun Standard MAY 7 2002 AS NOTED • ttlitt_Ditkio DtViti014 I DATE NO ' REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE' OWNER ' Hanger #4 DRAWING NO, 12/11/01 2002 MORGAN ROAD LOCATION 1 Tukwila, WA �� — FILE NAME CHECKED ENG REV SUNNYSIDE, WA. 98944 SIDEWALL FRAMING JOB NUMBER (509) 839 -7000 B04276 B UILDING SYSTEMS FAX (509) 839 -0383 THIS DRAWING IS NOT BUILDER 1 Steelcraft Construction SHEET OF TO SCALE OOLUT I ONO t SI IV I CE DESIGN LOADS q • 1 I' I . I IL I 1 1 ;t I i ill i,hillil' ii'H.;'H', I `'I 1 i. I ,, i 1 1 I ' Q Inch 1/16 1 - 2 ` . 3 4 5 6 tr'r .1,..s+,:11 1. o _ r • gI >rt. t';l Lt .i ,)I g 2 _ .._ .�__l, L l 0 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII V' II' I'' III[ 111111111111111111111111111111111111111 1111111111111111111 IIIIIIIIIIIIIIIIIII IIIIV'I'II IIIIIIIII ' • • 0 (2) 1/2' x 1 1/4' A307 V /WASHER ' ® (2) 1' TEK V/O WASHER ®(4) 1/e' x 1 1/4• A307 V/VASHER ENDWALL COLUMN ALTERNATE M4R EX TERIOR ►�� NOTE 1 ®(4) 1' TEK W/O WASHER A\ ALTERNATE GIRTS 4• s . A307 1/2' X 1 1/4' SEE FRAMING PLAN FLANGE O FOR LAP LENGTHS. B RACE I I L ,D NOTE 1 • RAKE O O O i O •� - E I �- 0 RA -14 WELD ON CLIP /:` I SEE FRAMING PLAN ,/� " NOTE 1 O O IN , E DV L ' e�� :` I I %OR LAP LENGTHS. — d 0 w O O ( FLANGE WO o o �� ,Ihli a:.. I BRACE VARIES .I ERECTD7N P FLANGE I ( IN I I • n � I . I1 r , NOTE 1 ® ERNATE BRACE — . 1 0 0 1 ----. u �� •�= _ TACH V% 1' GALV. TEKS M�' GIRT BASE PLATE 0 1/r X 1' A307 ®1rr X 1' A307 1,74 WOE OF F IIRACE RAME NOTE 11 SEE RIGID FRAME DWG FOR FLANGE BRC. C#�Y SS NOTED sir 'TOTE 11 SEE RIGID FRAME DWG FOR FLANGE BRC. BOLT SIZE AND TYPE. FLG BRC ONE SIDE OF OTHthvISE. PLAN ELEVATION BOLT SIZE AND TYPE. FLG BRC ONE SIDE OF FRAME ONLY, UNLESS NOTED OTHERWISE. ENDWALL GIRT FRAME ONLY, UNLESS NOTED OTHERWISE. A10 PURRLI N CONNECTI NDWALL COLUMN TO WALL GIRT D15 BY PASS SIDEWALL TO ® BASE PLATE FOR ENDWALL PURLI N CONNECTI ON BYPASS it) FLUSH ENDWALL COLUMN BYPASS LAP B INTERIOR RAFTER ® WALL GIRT TO FRAME COLUMN SIDEWALL COLUMN CABLE WALL ®1/2•X 1 1/2' A325 COMPLETE INSTALLATION BY PANEL BOLTS, SEE RF BOLTED END PLATES COMPLET ENDS DWG FOR SIZE TOP FLANGE ARE SNAPPED I NTO PLACE, II � � OR � _ WEB ,, ATE HILLSIDE j ET TFLNGE CABLE WASHER VEB �. o FLAT Y OTHS � ::::L WASHER AC SLAB EDGE ' -0' C. WEB OMU FRAME BOLTS � , GREATER THAN FOUR. SLOT IN WEB TO INSERT COL NUT BASE PLATE BASE DETAIL E SLAB EDGE ` BOTTOM FLANGE C • TOP PLATE 1 HILLSIDE WASHER BOTTOM BOTTOM BOLTS, SEE AND EYEBOLT EXTENSION BEYOND FLANGE IS FLANGE O DRAWING FOR SIZE. OPTIONAL FOR TOP I BOTTOM FLANGE. O J2 BY PASS WALL ANCHOR BOLTS SECTION THRU WALL PANEL ® BOLTED END PLATE RAFTER SPLICE BOLTS FOR RAFTER TO EAVE STRUT TO RIGID FRAME Q2 DIAGONAL CABLE, EYEBOLT END R 1 AT SIDEWALL COLUMN ® AND CONCRETE FOUNDATION COLUMN CONNECTION WEB STIFFENERS RIGID FRAME IF REQUIRED . 1.I,LI. 1 4 ' RAFTER . -- -- 1 W t'1 Si .4% ' ' 0..c 4,) r.4-•\ - Q:\ ( ) _- I r : i INTERIOR .6 _A 361 / yo, . >✓�,;� ' . ► COLUMN 02, "I ST �• ID INTERIOR COLUMN TO RAFTE f � J r , T EXPIRES 1 2/26/ C Gill OF UMEA APPROVED JAN 1 1 2002 MAY - 7 2002 AS NOTED • a(k754 ciimmolki DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLEI OWNER 1 Hanger #4 DRAWING NO. _ 12/11/01 2002 MORGAN ROAD LOCATION 1 Tukwila, WA JOB NtlMBER FILE NAME CHECKED ENG REV SUNNYSIDE, WA. 98944 Detail Page C509) 839 -7000 B04276 IS FAX <509) 839 -0383 • THIS DRAWING IS N OT U U I L U I N C I SYSTEMS BUILDER 1 Steetcraft Construction SHEET OF TO SCALE SOLUT I ONO f SERVICE DESIGN LOADS 'Z,; -L I I I i i � 1 I L 1 1 1 ! !. v i i. i l 1) , •t i i . i , 1 1 1 1 , I I I I 1 I I H 0 Inch 1/16 1 .. 2 3 A 5 6 I .f,`. V -11_11 , ., - • . y V� � tib l.. >w.• —, ... _.. w.�........._.....,..._.. ... _1_111._. _1_ 1__1- .. _ . . _._._- - -- - - -- - - - -- ,,..-..... S l in l 4.i. . i. i,U I � - _..._ _ r L t., h 0 1 111111111111111111111111111111111111111111111IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111I1111IIIII.IIIIIIIIIIIIIIIIIllilIlIl ■ . P A N E L F A S T E N E R P L A C E M E N T CIE -.)K SEE TABLE OF MAXIMUM FASTENER SPACING FOR MAXIMUM SPACING IN ANY PANEL AREA --�� _ 2' _ _ 12' 12' I I --/—\- ® © I I I T 7 , o -- �, ,O )f ,..., I I a; o ' ;o E ROOF - MID PURLINS WALLS - MID GIRTS ©t t '5) , 3 I I 0 2' 8' 4' r 8' _ 4' _ _ 8' 2' � , ® �O . I I T 1 -I -01 S .0 MIIIBIIIIIIIIIII t t t t t lb t — R ❑ ❑ F- . IN THE LESSER OF 0.1 WIDTH OR 10 FEET MAXIMUM FASTENER SPACING BY AREA .._#," N S \_ i t PANEL AREA CODE MAX. FASTENER ROOF - PEAK PURLINS, PURLINS 2 PANEL ENDLAPS I I WALLS - 2 BASE ANGLE OR BASE GIRT I I SYMBOL AREA SPACING UN.) 2' 8' 4' 8' 4' 8' 2' ® © ; ® C CORNER . 6' I I E OVERHANG 6' • V t I I EC OVERHANG CORNER 6' t • - W A L L - � S EAVE, RAKE, RIDGE 6' R R❑OF, OTHER 12' . ° �� :WC WALL CORNERS 6' , ROOF AND WALL TOP - & EAVE STRUTS -- '. • A L L O W A B L E L O A D S WALL, OTHER 12' r 12' 12' 12' 1 I I � 1 P E R S TAN D A R D F A S T E N E R 1 3.,_.-:7-. . l TEK & STITCH PURLIN /GIRT GUAGE 12 GA. 14 GA. 16 GA. • '' 'O � ; "4 JAN 1 1 2002 ULT. PULLOUT VALUES, POUNDS 1856 1181 848 .� FACTOR 2.5 2.5 2.5 71 : WORKING PULLOUT LOAD, POUNDS 742 472 339 EXPIRES 12/26/ 6 ! WALLS - MID GIRTS • INSIDE CLOSURE 'A36' PANEL PURLIN GAUGE 26 24 . 12' 12' 12• ULT. PULLOVER VALUES. POUNDS 630 902 , BOLT DIAMETER 1/4' BASE GIRT r I - T I SAFETY FACTOR 2.5 2.5 SPECIAL HEADER WORKING PULLOVER LOAD. POUNDS 250 360 EMBEDMENT 3' TRIM SHT - 14 BASE DETAIL l TEK & STITCH TIMLA APPROvED WALL - TOP AND BOTTOM MAY 7 2002 t WALL 'A36' PANEL . NOTED PANEL TOP - 2 EAVE STRUTS 12' 36' 36' 36' 36' 12' BOTTOM - e BASE ANGLE OR BASE GIRT I BASE ANGLE BA -14 ■■ 1' • FINISH FLOOR STANDARD PANEL LAP & TRIM FASTENER STANDARD ROOF & WALL PANEL FASTENERS BASE ANGLE TF FASTENERS #12x 3/4' SELF TAPPING 'BUILDEX' #12 -14X 1 1/2' MINIMUM TEKS BY OTHERS SLAB EDGE ' _ • T 20' FULL LENGTH, ROOF PANELS <SELF DRILLING) WITH 9/16' 3 0 o.c. 20' FULL LENGTH, WALL PANELS SEALING WASHER B A S E A N G L E A N C H O R S PA C I N G BASE DETAIL a SLAB EDGE DATE N0. REVISIONS BY CHK, DATE DRAWN ENG CHECKED DRAWING TITLES OWNER 1 HANGER #4 DRAWING NO. 10/18/01 ILI FILE NAME CHECKED ENG REV SUNNYSIDER WA ROAD 944 FASTENER DETAIL PAGE LOCATION TUKWILA, WA JOB NUMBER FS (509) 839 B04276 FAX (509) 837 -8064 THIS DRAWING IS NOT B U I DING S Y S T E M B UILDER 1 STEELCRAFT S SHEET OF TO SCALE SOLUTIONS +SERVICE 2 f A.A. . i i 1,1111 i i I. i 1 I ' I 1.1 I I 11 1 � I I i } . I i i l i ' i , I i i I i i I i 0 Inch 1/16 1 2 3 d 5 6 S l Ft i i, i i. 01 v` L t L l 0 1 IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIiIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIII I llII IIIlII III II ...., ' • osun A NQL► STEEL C �SUN STEEL BUOLDONGS STANDARD DAO LS STEEL BUILDINGS STEEL BUILDINGS , A Canam Steel product A Canam Steel product PAGE # DESCRI PTI ON PAGE # DESCRI PTI ON 1 POST & BEAM DETAILS 31 ANGLE PROFI LES 2 POST & BEAM DETAI LS / GI RT DETAI LS 32 ANGLE PROFI LES 3 GI RT DETAI LS 33 SKYLI GHT AND WALL LI GHT DETAI LS 4 PURLI N DETAI LS 34 CANOPY CONNECTI ON DETAI L 5 CABLE DETAI LS / SHEETED RAKE DETAI LS 35 CANOPY TRI M DETAI LS 6 BRACI NG STRUT DETAI LS - 36 PURLI N SAG ANGLE AND CABLE RAP DETAI LS 7 . BRACI NG STRUT DETAI LS 37 GI RT AND PURLI N • FRAMI NG DETAI LS 8 DOOR FRAMI NG DETAI LS 38 GI RT FRAMI NG DETAI LS 9 PANEL FASTENER PLACEMENT 39 GI RT CORNER TRI M . DETAI LS 10 RAKE AND EAVE TRI M DETAI LS 40 WALK DOOR FRAMI NG DETAI LS 11 EAVE AND BASE TRI M DETAI LS 41 WI NDOW FRAMI NG DETAI LS 12 ROOF AND WALL TRI M. DETAI LS 42 SLI DI NG DOOR DETAI LS 13 PEAK ENDCAP DETAI LS 43 RAKE CHANNEL DETAI LS 14 CORNER TRIM DETAI LS 15 CORNER CAP / CHANGE OF EAVE HEI GHT DETAI LS 16 GUTTER DETAI LS • • 17 TRIM PROFILES 18 TRIM PROFI LES 19 TRI M PROFI LES 20 TRI M PROFI LES 21 TRI M PROFI LES 22 TRIM PROFI LES 23 TRIM PROFI LES 24 TRIM PROFI LES 25 CLI P PROFI LES 26 CLIP PROFI LES . 27 CLIP PROFI LES 28 CLIP PROFI LES CITY OF NOMA 29 CLIP PROFI LES - • APPROVED 30 ANGLE PROFI LES MAY ° 7 2002 AS Pa 1 ED 01 /27/20 0 0 FOR JOB: B04239 1 . 1 1 i,. 1'I 1' I I 1 I ' I ' i I iii "' i i I I! I, , 0 Inch 1/16 1 2 3 d 5 6 rr.o u h11iliiiih4iliiiiii�ii�IiIId111�Iiiiihiii! iiiii l�I�I�III�IIIiiiiiiiIIIIIIIII�IIiiII ►Ii ��III�► ��lii�diiiii idiiiiliiiihiiiliiiih �l��I • BOLT SCHEDULE . • . • O 1/2' x 11/4' A307 W /WASHER • ® 1/2' x 1 1/2' A325 W /WASE-IER . © 1/2' x 1' A325 CARRIAGE W /WASHER 0 _ • • • O #12 - 14 x 1 1/2' TEK W /WASHER — O #12 - 14 x 1' TEK• W/O WASHER . . . • . Q #12 x 3/4' STITCH W /WASHER ' ' " 1 7 Q #12 x 1' PHILLIPS HEADED SCREW IS 1 _ a. g ESC • CLI - -� 7, -‘s : ESC CLIP --� �� ''''J is ESC CLIP Q O� - p, - � O 1/8' x 1/4' POP RIVET . • O. #RV6604 -6 - 3 BULB FASTENER ESCH CLIP COLDFRRM _ ESCH CLIP � OR MILL � � NUMBER COLDFORM 1:: OR MILL �� E 0 COLDFOR -9 LL OF BOLTS EXTERIOR OR ■ EXTERIOR OR - O MILL 4O FLUSH GIRTS FLUSH GIRTS 4 N • • • BOLT . 2 ' . O 2 2 REFERENCE L AL ECB -1 ECB -1 '■ ECB -1 • I CLIP i CLIP r CLIP ALTERNATE ALTERNATE '} + ALTERNATE • ` CORNER COLUMN DETAIL DWG WFO• CORNER COLUMN DETAIL DWG 1./F s CENTER COLUMN DETAIL DWG WF 9 11 RECORD RECORD RECORD STANDARD ENDWALL II - 14 ' STANDARD ENDWALL AT HIGH -SIDE 15 - 18 STANDARD ENDWALL 19,20,23,24 . ' EXTC -1 CLIP . EXTC -1 CLIP j S . UC -2 CLIP 8 • • ' FIELD -�` ° 0 0 0 © DRILL ,/ ,r ,, I 0 \ fc N..? 0 Cr.)( 0 1 ? 1 Oa 1111 I I N, . rl . C • O r WrIF ,. s � . • 6 . . , O ff DRILL -I 4 A-111)31?\)4) ESC CLIP ■ ■ - : F 7 IELD i S ` • �O COLDFORM ESCH CLIP COLDFORM . . • COLDFORM OR MILL OR MILL OR MILL . COLDFORM ECPC -2 (2:12) • � ^ OR KIEL OF T� E3 C3�12 `� CPC - (3:12) APED _ 4 G ECPC-4 (4.12 ) .2 02 02 MAY - 7 2002 ONE PLATE EACH SIDE ftP' AL C1 ECB 1 I P r CLIP i CLIP _ ALTERNATE ALTERNATE ALTERNATE CENTER COLUMN DETAIL DW � / F2 1 INTERIOR COLUMN DETAIL DW WF27 INTERIOR COLUMN DETAIL ' F29 RAFTER PEAK DETAIL 'DWG R 35 EXPANDABLE ENDWALL RECORD RECORD RECORD RECORD 21 & 22 STANDARD ENDWALL 27,28,31,32 EXPANDABLE ENDWALL 29 & 30 STANDARD ENDWALL 35 - 38 • DATE NO. • REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. NO. Gt ' , , ii sun FILE NAME CHECKED • SUNNYSIDER WA. 98944 <509) 839 -7000 JOB NO. POST AND BEAM FRAMING DETAILS LOCATION SDI FAX (509) 839 -0383 THIS DRAWING IS NOT B_U I L D I N G S=YSTEMS , BUILDER SHEET OF TO SCALE SOLUTIONS + SERVICE DESIGN LOADS I D I ` I 1 . . I I I I " I I I . 1. I f i i•i i i i., it H il i i i1 i ; i i -. • I • I 1 i I 1 I i 1 0 inch 1/16 1 2 3 d 5 6 � � .).'. r IIIII1IIIII14IIIIIIIIIIIIIIIIIIIIIIIILIIIIIII! IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIII1IIIIIIIII! IIIIIIIIIIIIIIIIIIIIIIII�IIIIII11I •BOLT SCHEDULE COLDFORM ' x 1 1/4' A307 `.J / \..! :SHER COLDFC]RM . • I L. COLDFORM __ _ _ - O CR MILL OR MILL - - � 1/2' x I i /2' N325 •#1/WASHER - _ � ' � :X �'- 1-•: if,�? ' FLUSH GIRTS © 1/2' x 1' A325 CARRIAGE W /WASHER • - . /- • D #12 - 14 x 1 1/2' W /WASHER, i GB - 1 GB - 1 0 #12 - 14 x 1' TEK • W/0 WASHER . • � � 0 • ..© L., I • #12 x 3/4' STITCH W /WASHER O 8 T 0 ■ © #12 x 1' PHILLIPS HEADED SCREW Ca j:14) r g A 2 N � O so O I O 1/8 x 1/4 POP RIVET OV4 • O O ` DOS © . c � #RV6604 -6 -3 BULB FASTENER O ' � O NUMBER ` OF BOLTS LTRC -1 •\ SIDEWALL STEEL LINE 4O LTRC -1 �ACH DE ' • �ACH DE � • BOLT ' REFERENCE UC -2 CLIP . . . ALTERNATE RAFTER SPLICE DET AIL D RF 9 LEAN —TO SPLICE DETAIL D RF 9 ENDWALL GIRT CONNECTION DwGNO. RECORD RECORD RECORD STANDARD ENDWALL 39 - 42 STANDARD ENDWALL 43 _ 46 STANDARD ENDWALL 47 8. 48 1 3" . , .. �( of I � UC -2 CLIP o 0 COLDFORM EXTERIOR C� , • OR MILL GIRTS �� GB 1 BRIDGE w X42 I. 1 2 �' 0 2 • �. ,.. 0 I • I o O •. •. / GB-1 , AI- l 15 No ' ENDWALL I • r -, w.- O�SO - �,, .�IRT UC -2 CLIP � --I I O. n ��-‘... _.,___, _...., LrL O�� Q 10 o 11 I -�Og I LEAN -Tr' I2. . O� - -- _ A 0 I • 0 .. .. E FIELD I • 0 GIRT BRIDGE O2 • 2 2 - I j IDEWALL O © r T] I 2 , DRILL S'WALL GIRT ` . - - UC -2 CLIP IRT I O © GIRT BRIDGE O O I COLDFORM i • —I . GB -1 OR MILL GB -1 . EXTERIOR OR FLUSH GIRTS ALTERNATE • ' • ENDWALL GIRT CONNECTION D4•G409. ENDWALL GIRT CONNECTION D psi ENDWALL GIRT CONNECTION " D ►fsz SIDEWALL GIRT CONNCETION D 14-53 INTERIOR COLUMN AT STANDARD ENDWALL RECORD EXPANDABLE ENDWALL CORNER RECORD RECORD RECORD a9 so sI LEAN-TO AT EXPANDABLE ENDWALL 52 STANDARD ENDWALL 53, s4, 56, 571 • DATE NO. • REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. NO. I NNYS MORG�AA 9 8944 LOCATION ` IIII FILE NAME CHECKED PO AND A G R B IDETAILS DETAILS JOB NO. SD2 SU <509) 839 -7000 FAX <509) 839 -0383 THIS DRAWING IS NOT B_U I L D I N G SYSTEMS _ BUILDER SHEET OF TO SCALE SOLUTIONS ♦ SERVICE DESIGN LOADS 2- 1 13 I I I i I I 1 I I 1 1 I ; i i •i l i i i i i i iI I� 1 i i � i , , I I I 1 I I I I I -i 1 • 0 Inch 1/16 1 2 3 A 5 6 ! v S 1 , , , V l , __ - l El I ` - CFI ,_ g- 2 - . � -- . '= — L - - o 1 IIIIIIIIII IFIIIIIIIIIIIIIHIIIII IIILII1HII! IIIII . IIIIIIIII6IIII1IIIIIIIII IIIIII4IIIIII6IIII6IIIII6IIIIIIIIIIIII ] IIIIIIIII11 1 • ....-_____________ BOLT SCHEDULE . • • n 1.•2' x 1 1, /4' A307 W /WASHER FLUSH EXTERIOR FLUSH • GIRTS GIRTS GIRTS ® 1/2' x 1 A325 W /WASHER 0 1/2' x 1' A325 CARRIAGE W /WASHER a 1 ' 3' 1' 3' • - . • 1 F'---------E'l . , . • O #12 - 14 x 1 1/2' TEK W /WASHER N O #12 - 14 x 1' TEK W/O WASHER ^ ' UC - CLIP O #12 x 3/4' STITCH W /WASHER ENDWALL © #12 x 1' PHILLIPS HEADED SCREW 2 . . ENDWALL GIRT l • 1/8' x 1/4' POP RIVET . Q 0 #RV6604-6 BULB FASTENER GIRT . - y O E `3 O • -Jr NUMBER • A� - • ��O - —" 0 B 7 0F BOLTS -� �Q� 2 2 O! :• EE [3 O 4 0 V0 c 0 � 2. ... 2, I, It `\ • BOLT 141 1 a I N 1 I 0 0 GIRT BRIDGE REFERENCE © GB 1 UC -3 CLIP GIRT BRIDGE I GB -1 SIDEWALL GIRT CONNECTION D .FSS SIDEWALL GIRT CONNECTION ' SIDEWALL GIRT CONNECTION D b+F59 • EXPANDABLE ENDWALL RECORD EXPANDABLE ' O+ INTERIOR COLUMN REC0 ss 59 ,— 1 . EXTERIOR O : 1 NOTE 1 O NOTE 1 • G:RTS . SEE LAP PAGE NOTE 1: FOR FLANGES UP TO 1/2'x8' .OR ERECTION FLANGE FLANGE USE <1> BOLT BRACE BRACE STEPS , .' FOR FLANGES OVER 1/2'x8'- • t • ��' o o USE ® BOLT o , .000 ,• 1 -1? . • , . - f- - 0 NOTE 1 1 ° O� N .• • ' • y 0 0 Q� NOTE 1 {' • 0 VARIES ca-I ERECTION . rr I ' (F pilaw NOTE: FLANGE BRACE BOLT I m r . • • �'�'P D • ONE SIDE OF FRAME ALTERNATE NOTES FLANGE BRACE ONLY UNLESS NOTED ,� ' MA Y -- OTHERWISE ONE SIDE OF FRAME 0 2 Q Q .. 20 02 GIRT ONLY, UNLESS NOTED 0 4 i4$ _ .. OTHERWISE ESCP O L NOTE 1�--� 2 NOTE 1 - � CCLIP O O RCN ALTERNATE ALTERNATE ALTERNATE ALTERNATE .. SIDEWALL GIRT CONNECTION DWG o SIDEWALL GIRT CONNECTION D V RECORD RECORD LAP AT INTERIOR COLUMNS 60 _ 62 SIMPLE SPAN AT INTERIOR COLUMNS 63 • DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. NO. ■ 2 002 M ORGAN ROAD JOB NO. FILE NAME CHECKED SUNNYSIDE, WA. 9894 GIRT FRAMING DETAILS LOCATION SD3 50 9) 83 -700 THIS DRAWING IS NOT BUI LDING S Y S T E M S� FAX (509) 839 -0383 - SHEET OF BUILDER �3 L..__ . _ I TO SCALE SOLUT 1 ON$ ♦ SE RV 1 CE DESIGN LOADS 3 I I i I 1 � t 1 i ' •. ., I I : I I I ' I ii 1 i i ,'i r i i 1:1 i i i i " 1 I, i i -, . I t I I i I f i I I 0 Inch 1/16 1 2 3 d 5 6 , ‚ ‘ -WL,r' r , r e tY�'l S I . t c t L t 7 l: t) f 1;. i r— � .._.� c 17 I t, t 0 t �IliiIHII iriiliiii iiIiiiiLiill ` iiii1ll1il1i1il:lillii,i II III ItiII IllIIiiiihiiiiiiii iiiiliiIdillllllI iii1 iiiiliiii6111111111110 , FOR OPEN ENDWALLS, THE RAKE ANGLE BOLT SCHEDULE I S TO BE PLACED UPSI DE DOWN AS SHOWN O 1/2' x 1 , 1 /4' A307 W/O WASHER ON .PAGE SD1 0, DETAIL TS2. ® 1 /2' x' 1 1 /2' A325 WO WASHER 1 .J • 1 /2' x 1' A325 CAPRI AGE W/O WASHER • — 4 1 /4' • O 0 • 1 ' 3' • 4'/ #1 2 — 14 4 TEK W/ WA -- - .zi <?- 2 Q S O # 1 2 — 1 4 x 1' TEK W/O WASHER © 1 /2,� _ 4 •. O 0 • #12 x 3/4' STITCH - SPL. . •� _ -_ -_ -_ _ _, � 1Q • 1 /8' x 1 /4' POP RI VET SRA - 4 • D RAKE �-- -I �_ 0 0 O #12 x 1' PHI LLI PS HEADED SCREW ANGLE �� RAKE • 0 � -� O 4�� 4� ANGLE AQ� Q� FLANGE ?' 4 4 . � , R A --1 41 Q� O #RV6604 -6 - 3 BULB FASTENER 45C. © - -_ 0� Q .0 BRACE O 1 /2' x 1 1 /2' A325 W/ WASHER 0 v O NUMBER � 1 I t- -- - - - - -- r - '---- - - ---I �- - - I OF BOLTS 4O BOLT REFERENCE / NOTE: FLANGE BRACE COLDFORM LI ONE SI DE OF FRAME OR MI LL 1 ONLY, UNLESS NOTED ALTERNATE 0 OTHERWI SE. DUG NO. DUG NO. DUG NO. PURLI N CONNECTION D RF64 PURLI N CONNECTI ON RF66 PURLI N CONNECTI ON RF67 MCORD RECORD RECORD STANDARD ENDWALL — FLUSH PURLI NS 64 & 65 ' EX PANDABLE ENDWALL — FLUSH PURLI NS 66 I NTERI OR RAFTER — FLUSH PURLI NS 67 - 69 - -- NOTE 1: FOR FLANGES UP TO 1 /2' x8' . • . USE OA BOLT 'EA-1 /2 (1 /2: 1 2) ONE AT EACH END EA -1 (1: 12) © FOR FLANGES OVER 1 /2" x8' EA -2 (2: 12) . USE B BOLT • EA -3 ( 3: 12) . , • 1 ' 0 3/4' EA -4 ( 4: 1 2) • .. . 4 E,[�1W STEEL LI NE —\ - L ' ��L- FRAME CENTERLI NE RAKE r , A � . : , MAY - 7 2002 ANG1 c 1 Q � 0 F RA-1)O • AS PiffiED .. 0 0 • NOTE: MOUNT EAVE STRUT ON BUI LDI NG A • a USI NG THE PURLI N DETAI LS IHAT APPLY ONE AT © EACH END EAVE STRUT ( RF64 -70) . REPLACI NG THE A BOLT WI TH THE BOLT. . '1 THEN MOUNT THE EAVE STRUT ANGLE ON o .. TOP OF PURLI N & TEK SCREW DOWN • PER DETAIL RF73. EAVE STRUT .ANGLE DUG N0. DUG' 'N0. DWG N❑. • PURLI N CONNECTI ON RF70 EAVE STRUT CONNECTION RF71 EAVE STRU '.ELASHI NG LAYOUT RF73 RECORD RECORD RECORD BYFRAME ENDWALL — FLUSH PURLI NS 70 END VI EW 71 - 82 DATE NO. REVISIONS BY CHK. DATE DRA\N DRAWI NG TI TLE DUG. NO. 202 MO RGAN ROAD O O JOB NO. } FILE NAME CHECKED • SU NN41 DE, tg. 98944 � 1 SD4 C 509) 837 -7008 1 THI S DRAWING I S NOT STEEL BUILDINGS Fax <so9> 839 -0383 SHEET OF TO SCALE A Canon Steal product DESI GN LOADS I-{ 1-13 I I i .I 1 I I I I I 1 ; 'OH, i I I i i !'I I I i I I ' i .' i `� 1! I I i I I ■ i' ' 0 Inch 1/16 1 2 3' 4 5 6 ,� R `YTr. - r virn ' i Y 111111111111i111iiiidliiil11 diiiiiii111111i!Iili1 iiii 1 11 11111111111►liiiihi1iiliiii111111iiIIII 11 wig 111111111 11111111111111111111111111111 ■ , .. 1 • •BOLT SCHEDULE . . • O 1 /2' x 1 1 /4' A307 W /\:ASHER . �'�"� `'��l_T ��/ B 1 /2' E 1 t/ rJ x • 1 1 /2' A325 W /WASHER i- ?, `;,'."5S� ;: ;, /2' ARF 2I AGE W /WASHER EAVE STRUT (FLAT WASHER 1 /2 x 1 A325 C ' & NUT 1 - O #12 - 14 x 1 1/2' TEK W /WASHER �--_ 10 L s 1 O #12 - 14 x 1' TEK W/0 WASHER EYEBOLT W/ ' • ti O #12 x 3/4' STI TCH W /WASHER ; ' " HI LLSI DE WASHER, CABLE ■ FLAT WASHER OR ROD - \ . . 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DATE DRA11,N DRAWL NG TI TLE INNER DWG. NO. FILE NAME CHECKED • SUNN SIDE, WA. R 9 O 8 A 9 D 44 CABLE AND SHEETED RAKE DETAILS LOCATION JOB NO. SD7 C509) 839 -7000 0 . - THI S DRAWI NG I S NOT B I LW NG' ..'SYSTEMS FAX (509) 839 -0383 BUILDER SHEET OF TO SCALE 8OLUT I ONS ♦ SERVICE DESIGN LOADS S 4 (3 L . I 1 1 . I -, I I I I I . � . i. � 1 I i i "i' 1 1 1' i � ' 1 1 i I 1 i I , I I 1 1 °i I I ! i. I r. I 1 .,11 • 0 Inch 1/16 1 1 3 a 5 6 1 vv �``� _ r 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII! IIIII IIIIiitii111111IIIIIIIIIiIIIIIIIIItiIIIIIIII1IIIIIIIIlLIIIIIIIIIIIIIIIIIIIIIIIIIIIIILIIIIIIIITIiil _.__ s IMIIIIIIIIIMIIIMII•••••■•11MIP 41.111■111111111■11111.17 •BOLT SCHEDULE •COLDFORM OR . COLDFORM OR COLDFORM OR I /2' x I I /4' A307 WA/ASH-ER . LL STRUT T Nil LL STRUT � MI LL STRUT U 1 /2' > 'i 1 /2' A32 :5 'w' / \NIASHER ' C 1/2' x 1' A325 •CARRI AGE W /WASHER 4R i 1 ' 2' c:.1 1 /4' D #1 2— 1 4 x 1 1 /2' TEK W /WASHER, —_ •• I - lI - . _ O 1 #12 1 4 x 1' TEK W/0 WASHER • , Q #12 x 3/4' STITCH W /WASHER -1 © #12 x 1' PHILLIPS HEADED SCREW • • . .4�� O. 1 /8' x 1 /4' POP RI VET �.' �. • 0 #RV6604-6-3 BULB FASTENER ' NUMBER -\40 �J m m m m II II X10 ■�` I 1.1:;r U `' I • OF BOLTS 4 4 -. 4 4O : Q ; • • . BOLT . REFERENCE ... BRACI NG STRUT CONNECTI ON D RF° BRACING STRUT CDNNECTIDN R F 9 BRACI NG STRUT CDNNECTI ON D RFB1 STANDARD ENDWALL — ROOF RECORD EXPANDABLE ENDWALL — ROOF RECORD RECORD 77 78 79 & 80 I NTERI OR RAFTER — ROOF 61 FLUSH EXTERIOR 0 FLUSH � •.. . ____, i\I EXTERI OR OR S FLUSH GI RTS GI RTS ... GI RTS .. GI R S AY y 7 ...._ Ats tED COLDFORM OR . 2 . MI LL STRUT • , UC -3 • CLI P 2 .I rn UC -2 — 8. 5' I 2 ; 0 . �� rc , 0 - A L DDS -- O E : 9 ..--.— D 2 R 4 0 0 •-•-->• COLDFORM O 0 E El DO .„--›- O E, El MI LL STRUT J � . I I COLDFORM OR I MI LL STRUT UC -2 CLIP 1 2' BRACI NG STRUT CONNECTI ON " F95 BRACI NG STRUT CONNECTI ON D 90 BRACI NG STRUT CONNECTI ON ' D 92 BRACT NG STRUT CONNECTI ON D VF93 RECORD RECORD RECORD RECORD STANDARD ENDWALL — SI DEWALL 85 - 88 EXPANDABLE ENDWALL — SI DEWALL 90 EXPANDABLE ENDWALL — SI DEWALL 92 I NTERI OR COLUMN — SI DEWALL 93 - • DATE NO. REVI SI ONS BY CHK. DATE DRA1,N DRAWING TI TLE OWNER INC NO. 2 MOGAN FILE NAME CHECKED .' •SUN002 NYSIDE R , WA. 989ROAD 44 BRACING STRUT DETAILS LOCATION JOB NO. SD5 (509) 839 -7000 THIS DRAWL NG I S NOT BU L D I N G S Y ST E MS� FAX <509) 839 -0383 BUILDER SHEET OF TO SCALE SOLUTIONS ♦ SERVICE DESIGN LOADS ((,) 1 13 j I I I 1 ' . . 1 . 1' . 1 . I . 1 1 1 ; i I ' i i1 '; ' II I I ' I l ' I i, '� 1 ' I 1 i 1 I ■ 1 0 Inch 1/16 1 2 3 A 5 6 `^J• ... 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FLUSH GI RTS 40 V It • • BOLT --- REFERENCE 2 0 UC -2 CLIP 2 © 2 © . UC -2 CLIP (3) 0 • UC -2 CLI P-\ . • ... + , . •.. • . WG E NDWALL FRAMED GPENI NG ° i58 ENDWALL FRAMED GPENI NG °` �i5o SI DEWALL FRAMED GPENI NG ° i51 STANDARD 1 58a e. D 159 EXPANDABLE ENDWALL R 11R610 R C 161 • --- • . . . . .. .. i. . • \--1 RA-1 4 ,.\, A RAKE ANGLE-\ �, GIRT, HEADER OR EAVE STRUT "'Pm S 1 - FIELD 2 DOOR HEADER DRI LL _ _ P r ,_____ 0 I' © 4 DOOR HEADER UC -2 CLI P CEE JAMB AMMO 33 2- 4 L ■ DOOR JAMB C . \ 1 ,6 1 1 MAY ?201 CEE Y IaS W31 JAMB It — RAMED GPENI NG CGNNECTI ON"` RAMED __I DPENI NG CONNECTI ■ " V1 3 70 RA MED OPENING CGNNECTI GN 4 ENDWALL FRAMED ■ • DWG NO. RECORD RECORD RECORD RECORD HEADER TO JAMB 162 GI RT TO • 170 - 173 JAMB 'TO GI RT JAMB TO - - • WALL ENDWALL DATE NO. REVI SI ONS BY CHK. 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SD12 (509) 839 -7000 i -• U I L D I N G SYSTEMS- FAX (509) 839 -0383 BUI LDER SHEET OF i sOLUT I ONS + 8E RV I CE DESI LOADS \ 2 L4 TO SCALE i I . ' 1 I ,. 1 1 ( I I I I i i li I i i i I i i i I .:, i i i I � I ,' i' i -i 1 1 1 I i, I i I I • 0 Inch 1/16 1 2 '3 4 5 6 ,'i t -`Y rr t,r�' rl ' i i A. 4 , - r g I. V t, ., Or L _.�r----- — 1 t, t 0 �t c,l t 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII!IIIIIIIIIIIIIIIIIIIt IIIIIIIIIi IIIIIIIIIIIIIIIIIIIIII HIIIIIIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIIIIIIIII ■ • . ' -1► SCREW SCHEDULE • PLACE RIDGE #12 - 14 x 1 1/2' TEK W /WASHER , / CAP UNDER PLACE RIDGE " RAKE TRIM % f CAP UNDER O #12 - r4 x 1 TEK w/o WASHER - j / j RAKE TRIM v #12 x 3/4' STITCH W %WASHER / 0 #12 x 1 PHILLIPS HEADED SCREW - - ' �� j • 1/8 x 1/4 POP RIVET MASTIC Q #RV6604 -6 -3 BULB FASTENER . MASTIC % NUMBER 7 SCREWS I� A.. ppLY' - / " 4�� 4 , . DpES N ti � � \--SCREW v0 .ill REFERENCE ' pi " . . 1 . / �♦ E Ill 10 . . ♦ PEAK ENDCAP 4 PEAK ENDCAP � 1 POP RIVET PEAK ENDCAP 4 POP RIVET TO RAKE TRIM • POP RIVET y • TO RAKE TRIM . . . • TO RAKE TRIM . • PEAK ENDCAP DETAIL DPC1 .� PEAK ENDCAP DETAIL D PC2 PEAK ENDCAP DETAIL D PC3 STANDARD BUILDING RECORD OPEN ENDWALL RECORD SINGLE SLOPE . RECORD . f PLACE RIDGE CAP UNDER • RAKE TRIM . . . .. : -- Z -FLASH • . .. MASTIC •� � ' • .. • . . % 4 .1' -) O C. • ors � CITY OF TUIK • L ..., : *0 . APPROVED - MAY - 7 2002 1 . As No" ED PEAK ENDCAP ..1 . POP RIVET - . .. .: � r - -= � r; TO RAKE TRIM • . — PEAK ENDCAP DETAIL D PC4° D‘.1G N0. .D1rCi NO. 13%4G NO. RECORD RECORD RECORD RECORD SR18 ROOF . • • DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. NO. 20AN FILE NAME CHECKED ' •'SUNNO2 YSIDEMORG WA. ROAD 98944 PEAK ENDCAP DETAILS LOCATION JOB NO. SD12A (509) 839 -7000 FAX (509) 839 -0383 THIS DRAWING IS NOT 131.) I L DI NG SYSTEMS- BUILDER SHEET OF TO SCALE SOLUTIONS + SERVICE DESIGN LOADS 1 3 '13 ►.L I i .. 1 I''1 I 'I 11 ( i I i i i i I 1 1 I 1 , 1 1 , 0 Inch 1/16 1 2 3 d 5 6 • Sl Ft Cl t, i i L 0f i' L c V E, L t 0 ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII • SCREW SCHEDULE . . • ' #12 - 14 x 1 1/2' TEK W /WASHER • . O #12 - 14' x 1' TEK W/O WASHER O #12 x 3/4' STITCH .W/WASHER . . - 0 #12 x 1' PHILLIPS HEADED SCREW - _ - 0 1/8' x 1/4' POP RIVET . . Q #RV6604 -6 -3 BULB FASTENER ' ' NUMBER 'ON 0 1 . 7 - OF SCREWS SEE NOTE 1 ? I' SEE NOTE 1 SEE NOTE 1 . . 4 0 . . . 44 �� . REF � "\, . " C\ VO -- ��-- -: -�� ___P --- 0�5 • ACTL -14 TRIM CORNER TRIM CORNER TRIM -i CORNER TRIM CT -14 CT -14 SEE NOTE 2 CT -14 • 1 /2' - 6' 7 . ' CORNER DETAIL DW TS22 CORNER DETAIL DW TS 3 CORNER DETAIL ° 524 W36 PANEL RECORD A36 PANEL RECORD RECORD ENDING CORNER - A36 PANEL • •SEE NOTE 1 SEE NOTE 1 NOTES 1. TRIM STITCH FASTENERS I • ' • ARE 20' o.c. FULL LENGTH I �v OF TRIM. INSIDE CORNER TRIM INSIDE CORNER,. TRIP," O`� . 2 TEK SCREW ACT -14 & i ICF 14 - 0 ')S� • - AACTL -14 BASE, EAVE, SEE NOTE 1 � ' . , . & MID GIRTS. O� AY SEE NOTE 1 SEE NOTE 1 • y CITY 0 TUK „„A _ --_-,,, 0 ACT -14 TRIM CORNER TRIM ' ( . MAY - 7 2002 SEE NOTE 2 CT -14 • AS NOTED 6 12” �c' CORNER DETAIL D S25 INSIDE CORNER DETAIL ' • • 1 • p ' TS 27 ENDING CORNER - A36 PANEL RECORD W36 PANEL RECORD • RECORD DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. NO. FILE NAME CHECKED ' •'SUNN YSIDER WA. 98944 CORNER TRIM DETAILS LOCATION JOB NO. SD13 (509) 839 -7000 THIS DRAWING IS NOT B U I L D I N G - SYSTEMS FAX (509) 839 -0383 BUILDER SHEET OF TO SCALE SOLUTIONS ♦ SERVICE DESIGN LOADS `I q3 ND. I . I I 1 I 1 ti 1:I'I.'I'I.I , ;I'iilii iiiiilltirll 'Ill 'I I I 1 I ■ 1 1 I I 0 Inch 1/16 1 2 3 ._' . d 5 6 ry IIIIIhIIIIII. IIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII I IIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII , A .SCREW SCHEDULE . @ #12— 14 x 1 1/2' TEK W /WASHER . • • O #12 — 1'4' x 1' TEK W/O WASHER CORNER CAP #12 x 3/4' STITCH W %WASHER CC - 2R & - #12 x 1' PHILLIPS HEADED SCREW __ GC - 2L 1/8' x 1/4' POP RIVET 0 #RV6604 -6 -3 BULB FASTENER I NUMBER ` , • � /� . . OF SCREWS '� CORNER ' ' 4 CAP 4110 �,. \--SCREW CC -1L REFERENCE . I 0 EXTEND RAKE TRIM 6' BEYOND . i ., ` SIDEWALL PANELS. ► EXTEND RAKE TRIM .4 6 BEYOND POP RIVET CORNER SIDEWALL PANELS. - ► CAP TO RAKE TRIM • • • . USE CC -3 & CC -4 FOR STANDING SEAM. CORNER CAP DETAIL DW TSZS CORNER CAP DETAIL D � rsz9 CGRNER CAP DETAIL D TS30 RECORD RECORD RECORD EAVE TRIM EEAVE GUTTER • . MAIN BUILDING . • . COLUMN • HIGH EAVE ROOF LINE HIGH EAVE ROOF LINE t . � , -- INSIDE CLOSURE INSIDE _ i STEP I ii PANELS • � LS i us LOW EAVE ROOF LINE -I -- • I' ■ LOW EA'� L'] INE PURLIN FIELD CUT PANELS N.-FIELD CUT PANELS fl 2 : 12 CUT 6' 200 3 : 12 CUT 9' rE WING UNIT D RAFTER (OPEN AREA) 1 : 12 PITCH 3' MUST. BE STEP 1 PANELS 1 MUST BE FIELD FIELD CUT 3 AT BOTTOM OF PANEL CUT TO PITCH AT TOP & BOTTOM CHANGE OF EAVE HEIGHT D1, Ts °' CHANGE OF EAVE HAIGHT DG TS32 CHANGE OF EAVE HEI GHT D TS33 CHANGE OF DwG ND. EA VE HEIGHT TS34 ROOF TO ROOF RECORD RECORD RECORD RECORD WALL TO ROOF - LEAN -TO STEP STEP PANEL • DATE NO REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. ND. • MILE NAME CHECKED 2002 MORGAN ROAD . WA. 98944 TRIM DETAILS LOCATION JOB NO. SD14 C509) 839 -7000 THIS DRAWING IS NOT B_U I L D I N G S YSTEMS FAX (509) 839 -0383 BUILDER SHEET OF _ TO SCALE SOLUTIONS + S E R V I C E DESIGN LOADS IS. y 1 1 r 1 . I I I I I I' I' 1 !iiiii;li i ' i . 1 1 I I,, 1 1 i I I 0 Inch 1/16 1 2 3 A 5 6 g vt a 1 [ i< Ui - 2 .__ t C V i i i — o 1 IiiiIIII dIiiiiliiiiIIiilliiiiIIIIiiiiIiIiiiiIiiiiillillll111 II�IIIIII�IIIIIIIII�IIIIiIIIi IIIIIIIII�IIIII iiiIIiiiiliiii�iiiiIIiii�iiiiliiii iII Ii��il ' �� .SCREW _ SCHEDULE • OUTLET TUBE D'SPOUT HOLDER<2 PC) <> #12 14 x 1 1/2' TEK W /WASHER . LOCATE AT S' -0' o.c. E #12 - j 1' TW/O WASHER I / EGT14 R / j P AL DOWNSPOUT AT MAJOR RIB #12 x STITCH •W /WASHER DS - 10 ® #12 x 1' PHILLIPS HEADED SCREW -_ . 0 1/8' x 1/4' POP RIVET [ ' ' Q #RV6604 -6 -3 BULB FASTENER . /—NUMBER CAULK WITH --i \ FIELD CUT ' OF SCRW BOTTOM OF / L \ / SEALANT � � W36 PANEL GUTTER & Py 4 BEND DOWN - o • SCREW INTO D'SPOUT O ' CAULK WITH D'SPOUT HOLDER(2 PC) � LOCATE AT 5' -0' o.c. REFERENCE '�--- SEALANT . UP WALL FROM BASE DOWNSPOUT AT VALLEY OF PANEL CROSS CUT GUTTER EG -14 DS -10 � BOTTOM OF � GUTTER "</--/ CUT HOLE IN THE BOTTOM OF GUTTER TO FIT OUTLET TUBE INSIDE. CAULK _.. \ AS NECESSARY & POP RIVET OUTLET • • T TUBE TO GUTTER. POP RIVET DOWNSPOUT • • . TO OUTLET TUBE AS SHOWN IN METHOD 1 A36 PANEL DOWNSPOUT DETAIL DWG NO GDI ' DOWNSPOUT DETAIL DWG G NO. DOWNSPOUT HOLDER DETAIL D GD3 'RECORD RECORD RECORD DOWNSPOUT TO GUTTER - METHOD 1 • . DOWNSPOUT TO GUTTER - METHOD 2 C\ DD OUTSIDE . ' ____ LAP GUTTER 2' AT NOTES: ADD INSIDE CLOSURE W /MASTIC ' CLOSURE IF • GUTTER - - 0 DISCONTINUITIES. •ON TOP OF GUTTER IF THE ROOF :DOF PITCH IS • EG -14 . CAULK AS NECESSARY PITCH IS 1:12 & LESS. 12 & LOWER © & POP RIVET GUTTER STRAP IS TO BE PLACED 1 ' 0 1 ' 0 LOCATE D'SPOUT ON THE INSIDE OF THE GUTTER AT CENTERLINE GUTT S TA P . • ' OF COLUMN UNDER ER T P L ROOF PANEL GUTTER �►�\ E G -14 �'� = ��- i DOWNSPOUT X DS 10 O X5,11 O I . L 5o o.c. <> -0 ` o. c. EB -1 EG -14 LL7W � � . GUTTER DOWNSPOUT N_____._ © DOWNSPOUT — ' 5': '` _ A _ o _ HOLDER DSS -1 � HOLDER DSS -1 - — �� - EL 5' 0' o.c. 1 CLOSURE . GUTTER ELBOW �� ELBOW ENDCAP EB -1 • EB -1 • PLACE CA RIVET INSIDE 0 GUTTER ER GEC -1L GUTTER GUTTER STRAP AND CAULK INSIDE AS EG -14 L . 1\ GS-1 -- NECESSARY. GEC -1R DOWNSPOUT DETAIL D GD4 DOWNSPOUT DETAIL wiz. GUTTER ENDCAP DETAIL D ' ■ GD6 GUTTER STRAP DWG N° PLACEMENT GD7 SHEETED SIDEWALL RECORD RECORD RECORD CITY OF TIIK RECORD OPEN SIDEWALL • - - DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER °° DWG. NO. 2002 MORGAN ROAD MAY - �Q�� FILE NAME CHECKED .'SUNNYSIDE, WA . 98944 GU TTER DETAILS LOCATION 1 0 JOB NO. SD15 (509) 839 -7000 THIS DRAWING IS NOT 'B UILDING SYSTEMS FAX (509) 839 -0383 AS NOTED BUIt_DER SHEET OF TO SCALE SOLUTIONS + SERVICE DESIGN LOADS e �.� y i . I , I , I I I I 1 ;iI iIi ,, :„ .,.1 ' I ! 1 I •. i, , , I i - I ' I • 0 Inch 1/16 1 2 . , ' 3 4 5 6 .x,v , , t'' -WYI rTroTrm • IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIiIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII ' :+omisimmeursra 1 Ui COLOR 1J I ' —. cn COLOR _ il.,N �� a COLOR SHT — � ' `�` y r '625' COLOR � � � '� REFER E , ''.p,f26711 ' S � L _ r 1. 62 �' � � � 1 . .. • • . O k LE COLOR V °� <� 1. 5' • SHTA -14 _ REFERENCE #26712 HEADER ,.TRIM DwG NO. C —TRIM DwCi NO. SPECIAL HEADER TRIM D � N0 ' -D NO. JAMB TRIM HT -14 RECORD RECORD 26112 CTF -14 RE 267 JT -14 RECORD 25113 SHT -14, SHTA -14 26122 • 2. 625 ' �� • • IK • rQ 1 `� � ■ C O� t.s t.nii Ri .�O 1n �� ,,) 0 L 0 R 1 oi' f P p�� I ,� COLOR COLOR cv 4L OT A N O �'� •DOES I .....e v9 3.375' cj\ _ : 2.''6 C,�TY T� MAY — 7 2002 PS NOTED • -- 1- Q vit _... NO. DwG N0 . JAMB TRIM COLD STYLE) 13‘.4 INSIDE CORNER FLASHING OUTSIDE CORNER FLASHING �`� N0 ' INSIDE CORNER TRIM DwCi NO. RECORD RECORD RECORD RECORD OJT -14 26131 ICIF -14 26221 ICOF -14 26212 ICF -14 26231 . - DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. NO. 2002 MORGAN ROAD FILE NAME CHECKED ' 'SUNNYSIDE, WA. 98944 TRIM PROFILES LOCATION JOB. NO. SD16 <509) 839 -7000 FAX <509) 839 -0383 THIS DRAWING IS NOT BU I L D I N G SYSTEMS: BUILDER SHEET OF TO ALE 8OLUT I ONS ♦SERVICE DESIGN LOADS 17 43 'I I I I V I I I 11 I I II ..- IIIi�.' i I l i I I I I I 1 0 Inch 1/16 1 2 3 4 5 6 ;'t e w `YTrf r vrrr�s 0 S7F• ` IIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII IIII1IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIHIIIIIIIIIIIII ' A ..m... . • C • • • 0 • . J O U • 7. 375' 1 1 ' • • 0 • N COLOR o• .3 v 0 .5 ,0,5 _vi?----ei .. ..• N m .. . „, n; �, APp�� N ,D.,,,,_ 0. 625' I G 1 k ' ' ' 8. 5' a • 1 c 0 0 _J _ J 0 0 U U • FACA DE TOP CAP DWG N0' FACADE TOP CAP DWG NO. FACADE BOTTOM CAP Dwt'i NO. _ DWG NO. Z FLASHI NG FT-14 RECORD - RE-CORD RE 26s5o FTC-14 25s6o . FB -1 4 26870 ZF - 1 4 RECORD . 26880 • 1.25' . • • . U) • N� • • • - .2, . •• pe . )- 1. In �1 � 1 a ) r' � �l .., .. O In COLOR O� �, COLOR ` rc N 0�,� � � � I n � . O 10 8' CITY Cf TUKWILA APPROVED - 8• /5r ... MAY - 7 2002 AS DOTED • D4) DtW3t6q HI GH SI DE SPACER TRI M DEG N0' LEAN -TO DRI P FLASHI NG DWG NO. _ HI GH EA\/E LI NER ANGLE N0' DWG NO. HSP -1 4 RECORD RECORD RECORD RECORD 26745 LTD-14 26983 HE L A -1 4 26990 . • DATE NO. . REVISIONS S BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. NO. FILE NAME CHECKED • • 2002 MON .SUNNYSIDE, VRGAA. ROAD 98944 TRIM PROFILES LOCATION JOB NO. SD52 FAX <509) -0383 — THIS DRAWI NG I S NOT B U I L D I N G SYSTEMS BUILDER SHEET OF TO SCALE SOLUTIONS t SERVICE DESIGN LOADS < 4 1 13 I r I I ` I I • I '„i�if iI - 11 l�i l 'jriii�i i, t ') ( I I I i i ! I I I ! . I 1 1 ( • 0 Inch 1/16 1 2 '' 3 r H '' 4 5 6 I ''4 , Y Tr^Tr vrrre `i IilliliiiiIiIilliiiiIl iiililiiIlriiliiiiIlIiiIIiHiiililll Illlllllllll1lilllllll1illllllliIllliIiii iiitllliiIiiiiliiiIlii�i .liii1Iiiiiliuih uilluil . _____________ A . I 7 , 4. 5' __- i '3 • ° 1 - 1. 125' COLOR �4� COLOR 0.. [ \ S� COLOR o F . �0 � • Ili in COLOR _ 1. 375` 1. 375' d 5. 875' - - CORNER TRIM D1rCi NO. EAVE TRIM D G NO. HIGH SIDE EAVE TRIM D1rG NO . RAKE TRIM 13%.•C NO. RECORD RECORD. RECORD RECORD CT -14 26211 ET -14 26311 • HET -14 . . 26312 RT -14 26321 5. 75' . °� I S. 7 5 COLOR � COLOR • ru _ .� 4. 5' O`S� Or.' %..4. - • �5 COLOR I''31‘).1 � � �� 'd 5 ` tN' . 0 006.0 d . \ T. `l � � 200' L 4. s` ; L 7. 5' �I SEG -12 SAME SHAPE REFERENCE #26345 GALV. SR -18 RAKE TRIM DwG NO. SR -18 HIGH SIDE EAVE -TRM DwG NO. EAVE GUTTER nwG NO. SPECIAL EAVE GUTTER 13\4G NO. RECORD RECORD RECORD RECORD SRT -14 26322 HETS - 14 26312 EG - 14 =1; EG14 - 3 26331 SEG -14 26340 DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. NO. =x. 2GG2 MCP R0, "D JOB NO. FILE NAME CHECKED ' SUNNYSIDE, WA. 98944 TRIM PROFILES LOCATION SD17 (509) 839 -7000 B_U I L D I N G - SYSTEMS FAX (509) 839 -0383 THIS DRAWING IS NOT BU ILDER ■■ SHEET OF TO SCALE SALUT I ON8 + 8 E RV 1 CE DESIGN LOADS !Q Q 4.1 I .' I I . I r I I ' I ` 1 I ' I I I r r l r l i i ' ( I I i l i I i l I r i i r I I . I I ! . I ' ' ' I r i I 0 Inch 1/16 1 2 3 4 5 6 4 , { . : ∎Yir� "r� r v . r . r ' I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII I II I IIIIIIIIIIIIIIII . ... ..allOMINOMMINIIMCIMOMM - - . . IIIIIIIIMMIMMIIIIIMMMIMMIIIIMIIIIIIIIII . • . • . . . • 1' . . 1 .... . . . . • • . • • . . 9. 1 25' . . . COLOR , :11 r :: • Ln r cl - . C0L `1 71 .....EI R v: • coL nD . .• "s1 • , 1)631?) co OI t' Das • v0V) 8' . . . 4. 625' ce 0 _J CI U . .. • . .. . . EAVE STRUT ANGLE FLASH DG NO. DG NO. D ■••. NO. \wG PARTI TI ON TRI M EAVE LI NER ANGLE ENDI NG CORNER TRI M D NO. RECORD. RECORD RECORD • ESA-14 RECORD 26980 PF-14 26981 • ELA-1 4 ACTL-1 . 26994 26400 • . • . • • . . • . . , . . . . . . . ... • . . . 1.1 25' ■nr in . .• . -.. 44_ ..OR. .. tri . . • 1.875' r 49-6 1 -.R• COLOR ,o , .... , - 4 ) 3 . ,.,,,$ 0-0 \ LE3 ___,0, b • s ,0 ,,,_ , •. ,p ..........,. ..... 3 6' M Of TUKWilitt • C APPROVED ce . . . a . • . . 0 MAY - 7 2002 U . AS WE . ... _ .. ED • . . • --- "Fliu)44t3 ofvt.816i4 • . STARTING CORNER TRI M D NO. LEAN-TO FLASH 1:11Z NO. SR-1 8 LEAN-TO FLASH 1NG NO. SR-1 8 RAKE CLOSURE TRI M I DkvG NO, RECORD ACT-14 RECORD RECORD RECORD 26410 LTF-14 26982 SLT-1 4 26984 RCT-1 4 I 26985 • • - DATE NO. REVI SI ONS BY CHK. DATE DRAV1 DRAWI NG TITLE INNER . D14. NO. IIR F! , ...F. NAur cHrcKED .. ,. : ,...,, ., ,. . . 1 ^1 V;Py2cTV-RG%%1. ROAD -.— ---- 44 JOB NO. -- ..----------- — --- ----- _________ — . TT v, PR:71 _ . _ - - "'.....g....;" L0 - A . ...! '.1 i. - ' ') .'"_.:: - .., ..,; 39-0383 - ---- - --- - -- -- THIS DRAWI NG is NOT B 8 I FAX (509) _U I LDI NG SYSTEMS BUILDER SHEET OF TO SCALE SOLUTIONS 4. SE RV I CE DESIGN LOADS 0 6 13 . 1 •I 1 , 1 , . , 1 1•1/1'1 ,.1!'i'1 - 1 1 ! ... 0 Inch 1/16 1 2 3 A 5 6 t .., , -Wk "Trorrrre , ' yy g 1 l i [ , t; r i i i UI IIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . • U I • 41 COLOR ( COLORa COLOR COLOR N � O� . . Vn ►I ... 04 __. 0,4 ,.. 4' °i PEAK CAP DWG NO. SINGLE SLOPE PEAK CAP DWG NO . SR -1 8 PEAK CAP DWG NO . SOFFIT TRIM DWG NO. RECORD RECORD RECORD RECORD PC -1 , PC -3 26200 26202 ' PCS -1 , PCS -3 • . 26201 ST -1 4 26721 1.25' C �+ COLOR 1 , c _ l � 1 _1 /4' • 1n ♦ 1 A�pL • DO • • R36 TOP CAP CC -2 26821 • • 4\ • • COLOR ':- 4ppRolitor S r— COLOR _...z, COLOR 2. 5' --� COLOR ° �1 t 6• NAY � 1,<:... P - � 200 As NOrED SR1 8 TOP CAP CC -3 26822 • . • CORNER CAP DWG NO . CORNER CAP DWG NO . CORNER CAP nWG NO. SPACER TRIM DWG NO. CC -1 RECORD RECORD RECORD RECORD 26820 CC -2 & CC -3 26821 CC - 26823 SP-1 4 26741 - . DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWI NG TI TLE OWNER DWG. NO. I- - 2002 MORGAN ROAD _ - -_ .- .- - - - -__ _ - ^- i- - - -- —_ -; J �^:. �;; SU:y ?�YSi � ;., A. 98944 TRIM PROFILES LOCATION JOB NO. THIS DRAWL NG I S NOT B - U I L D I N G SYSTEMS Fax <s o9 iJ s39 -0383 BUILDER SHEET OF w TO SCALE SOLUTIONS + SERVICE DESIGN LOADS I I 1 i ' , ... 1.1 I t l I I L' ! i i i , l i i i,,,„ H.,,, i, i i i i ,_+ • I } ! 1 i 1 I i I • I 0 Inch 1/16 1 2 • 3 A 5 6 i ,is - .Wit. rnrnornrrn a g . T1 [: `,)I ■ g 'z r it Z i 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII , 4 , , 4.5' rc �4� . �___ -5 p \__________L_5_: N p p ppLS , 8. 8 75M s s 7 s' �p � DOES SOT P'pgL [---- I .....-- __-------......___________.... • D1 SR--1 8 RI CAP �G NO. D NO. ' A' & ' F' PANEL RI DGE CAP '• UNI �/ERSAL RI DGE CAP DWG "O ' RE�/ERSE RI DGE CAP D NO. RECORD RECORD 261824 ARC -1 4 261 926 URC -1 4 RECORD RECORD SRC -1 4 . 261 927 RRC -1 4 261 928 • 4. 1 25 ` T N YT `° L� j , R p� • D I off o� in • , 44L . • . D °B5 I pov,s p � �' � � ' ' ee3 < 3\)./. . :C0 y/ • /S"% Ss 3' 3. ' _ GITY Of TLIKMA • . ADD • MAY — 7 2002 . AS Pio GALV. - u . VALLEY F - LASHI NG DUG NO. STEP FLASHI NG D NO. SR--1 8 STEP FLASH D NO. RI DGE CAP CLOSURE D NO. ' 4 RECORD RECORD RECORD RECORD 261 929 SF -1 4 26991 SSF -1 4 26992 RCC-1 26993 - • DATE NO. REVI SI ONS BY CHK, DATE DRAVN - DRAWI NG TI TLE WAIVER DING. NO. 2002 MORGAN ROAD FILE NAME CHECKED • •SUNNYSIDE WA. 98944 TRIM PROFI LES LOCATION JOB NO. SD49 (509) 839 -7000 U I L D I N G SYSTEMS FAx (509) 839 -0383 THIS DRA�II NG I S NOT BUILDER SHEET OF 4= r TO SCALE SOLUTIONS ♦ SERVICE DESIGN LOADS 2, LIS 1 1 I i • i I 1.1 I 1.I 1I I ; Y ii�i. "i '1 1. 1 I . I , 1 I I 1 i s � 0 Inch 1/16 _1 2 3 d 5 6 ,hl "Wir (rI eoTrrm IIIIIIIIIIIIIIIIIIIIIII IIIII IIII IIIIIIIII IiiitiIIIIII IIIIIIIII1 IIIIIIIIilIIIIIIIII II I III IIII I I III I III IIIIIIIIiIIiiiIIII 4 ., 625• �� 2 ,� r -----;--y\) 3. 625' i �,� O� .�- in . • 25 i o COLOR , �� COLOR o ' v U ` COLOR . _ i �O S. I ANSI DE • EAVE TRI M D G NO. OUTSI DE EAVE TRI M ° NO. ' A' & ' F' RI DGE VENT TRI M DWG NO. A' & ' F' CORNER TRI M DWG No, I ET-14 RECORD RECORD . RECORD RECORD 26988 OE T -14 26989 ACC-1 4 • 26997 AC-1 26998 Q . ir - "I. p�,5 COLOR Ns COLOR o- .4 -V\ l L -V.\;L t : i : )1 \ • r s' CITY CIF T AMA i QED 4. 625' MAY - 7 2002 AS MED FIELD CUT TO FI T ' A' & ' F' CORNER CAP DWG NO. 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GS -1 RECORD RECORD RE ORD EB -1 RECORD 26534 OT - 1 26535 . . DS-1O . • 26421 4. 5" .in � . 0 Di 1 . rim { ... COLOR COLOR o �.D 7.1 4 s� •� 1 .� r \ M ? 2OO 2 ` GAL V. GUTTER STRAP D1,+G NO. GUTTER END CAP (LEFT) DWG NO. GUTTER END CAP (RIGHT) D'wc N0' SPL, SAVE GUTTER CAP IIM NO. GS-1 RECORD RECORD RECORD RECORD 26530 GEC -1L 26510 GEC -1R 26520 SEG -CAP 26350 - . DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. NO. , esu 2002 MORGAN ROAD JOB NO. FILE NAME CHECKED SUNNYSIDE WA. 98944 TRIM PROFILES LOCATION SD18 <509) 839-7000 THIS DRAWING IS NOT B _U I L D I N G- SYSTEMS-=- FAX (509) 839 -0383 BUILDER SHEET OF Yr _ TO SCALE SOLUTIONS + 8E RV I CE DESIGN LOADS 2-Li 4i.S I •I I s 1 , 1. -I' 1'I I, i � ' i I •I 0 Inch 1/16 1 2 3 4 5 6 y'r i.nJ l . -, . . _._....,,......._..._ m.,.w._W.. - - - - -r-- - _ i._..... -- 1 111111lllI I IIIIIII I IIIIII1I IIIIII11111I1II1Ii111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi11111IIIIl 111111111 111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIII1 r 0 - • . 4> . • ' ‘?1,5)ErS\ %?x,:e\\31\(c; s - A ' °c .. oc9 (0' 1-o - c9 . . - , s I Ns tn in f cu it 0 in, ..)5.5\ . „ cu II 0 90° -� I , 0 0 at N.' 1 , r M cu • I2: ' ' Y 0 OS 0� S J ;10 0 s O` 0 s S� � N‘ 111 °� � CR, 1 10 r d'- i CA- ti� • A Dc s- p I t: 0 0. • � 0 80 \ r ESCH -1 A = 95° �•� ESC -1 A = 85° g• g ESCH -2 A = 100° ESC -2 A = 80° ESCH -3 A = 104° ESC -3 A = 76° . . ESCH -3 A 109° ESC -4 A = 71° CEE EAVE. STRUT CLIP D NO . HIGH SIDE EAVE STRUT CLIP D1 NO. COLUMN BASE CLIP DwG NO. ENDWA D'"G NO. LL PURLIN CLIP ESC RECORD RECORD 221010 ESCH 221020 . • ECB -1 RECORD RECORD ,.. • . 22t o3o ESCP 221 oao . . ' 1,407. 1 11 g • (0 r G B -1 .'311 . ' 9 0 ° 0b OAS ° 90 1 q1 S\- 90 ,s- tn1 4' �,,� cu 0 9 . `3 = , D ES N pT ILy r u„ 0 D ✓ 0 9/1 6 , o 0 0 o) i1 0 s . �O 90 ° r 9 ° 4' H OLES ,�,0 , 0 05 0 °• s 0 0 0 0 CM 0� TUK 6l.A �,('� r �, s AMMO �, MAY - 7 2002 • 0 r r GB -2 - 24" AS NOTED g 0 �•� GB -2 = 36' c.P PEAK CLIPS ECPC -.25, ECPC -.50, ECPC -.75, [ 3 ECPC -1.5, ECPC -2, ECPC =3, ECPC -4, . ECPC -5, ECPC -6, & ECPC -8 . EXPANDABLE END FRAME -- ARE THE SAME SHAPE JNIVERSAL DOOR FRAME CLIP DwG N0' GIRT BRIDGE (MG NO' PEAK CLIP nwc NO. COLUMN TOP CLIP DwG No. UC -2 RECORD RECORD RECORD RECORD ECPC -1 221 ono EXTC -1 22t oso 221050 GB -1, GB -2, & GB -3 221060 • DATE NO. . REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER DWG. NO. 2002 MORGAN ROAD FILE NAME CHECKED .. SUNNYSIDE, WA. 98944 CLIP PROFILES LOCATION JOB NO. SD19 (509) 839 - 7000 FAX (509) 839-0383 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER SHEET OF TO SCALE SOLUTIONS + SERVICE DESIGN LOADS 2.5- 43 I 1 I 1 I I 1 1 (i , I , I ' i a,,, I 1 i i , I i, i i I ! 1 ,H , 1 , '� I I I , I 1 1 I 0 Inch 1/16 1 2 3 4 5 6 IIIHMHHifimdmilmdmdmd ............. - . • 0 37 . . \ • \'31‘(4° ' _ �� '� of 5�� ' C e ' 0., lc ) I\ 0 II • 90 90 11 III 90 0 1 ? N.I - N I. • N ,1 • ON, 01 . II 1 CU (tj • 1 CU v . 1 � + II 0 Pi, 0 rs v `• II y y e 7 y IS V C) I L..5\ ` 0...., ("le P' .,r 0 p� ,,r O - L`. 0 1'- ( p ,5 .(0" 0 p�� p�, - 0 - Q�S� `, F,S r� vO s . s c ,1,0 0 s . 0 0 0 a ••••••••••••••••••0 0 b v \,, >*s e. _ q eD + � ~ ENDWALL SPLICE PLATE D■wG NO. ENDWALL PURLIN CLIP D G NO. ENDWALL PURLIN CLIP DwG NO. 10" GIRT /PURLIN CLIP D1rG N°' RECORD RECORD RECORD RECORD 221090 ESCP-2 221100 ESCP-3 221110 UC -4 LTRC -1 221 120 . . r . , 400 1°1°"...°°°°°"°: . . 0 • l + 0 L Pi, 1r) c�v 90° 1 g1 � • �� 11 0 CL. 11 \O . • • ` ,. .. Y / J 1 `` N CO 1 1 11 • 0 � L s `t' p �5 • 44L OrC A- ° 1 e �� 0 . ....1 \.: 1 O� D '. c ) 1 � 3S J � °� � �' F,S � cay P �� F,S �p�. s gyp`, s- O �,0 0 0 0 0 At. 0 S. 2 ' \ r l �" et)'1%. r �hq �, _ ?' Ns. 2Up2 E 12" GIRT /PURLIN CLIP D14 N0' GIRT CLIP IA.G.N0' I X -BRACE BOLT -ON CLIP °ice NO. X - BRACE BOLT CLIP DwCi NO UC-S RECORD RECORD RECORD RECORD 221130 UC -3 221140 EXB -1 221150 EXB -2 221050 DATE NO. REVISIONS BY CHK. DATE DRAWN . - DRAWING TITLE OWNER DWG. NO. -- . — - _- -- _ .�;., T 111 2 0 ^2 M ORGAN Pn�.n • , II - .. 1`••=•. . •,C.L ; l =L � R . . Sw• ' i; •,‘ ' v � r•:.. w:.'�ii `1 + T.,�L.ad CI 7 Y•=.�'C!_,..J t 'r'd -lr IIJ3 1�•+L, h`�y, r " SD20 � . _' '" Iii! 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' . , . • , ti 0 • in i‘erd 6 90° , 6 y?.. , , . e 90 - • •••"-ee--e--°.-°-°."---°----. - 0 0 4 e v ,e\) . > \I 0 .. . . . r 90° Lri. 0 \(c) 9/16" HOLE . \ 0 y? . co. -..)• • . . • DG NO. 1314 NO. D‘vG NO. D NO. WELDED GIRT/PURLIN CLIP WINDOW FRAME CLIP SLIDE DOOR TRACK PLATE WIND BRACE CLIP RECORD RECORD RECORD RECORD PG-4 221 360 WC-1 221410• . . . SD-2 221 390 FC-2 221 290 • . . • • . ' . ... 1 . 0 . . . 0 0 . . • 1 e . ...........,,.. 0 < \50. • • . 1.1 90° /I -,.. ' • s.„ .. #‘ \5- 61014 fr Y ) 14) 0 v1J \ (7 ) I \\ S I -.: k .7 • Z 0 . ' V **** --• 6 tp„ 6 • .. (0° .. . . . y, c)i \b Da c ; \-\ DIY OF TUKW4L4 APROYED MAY - 7 2002 AS WED 1N1O P s-.61-ji l 0' , 1411 S114 0410, 0 ; . • - 11a11, 6 01 ofvrtiai . . .. - •• .. . BY-FRAME END FRAME DV4G NO. IDZ NO. MAC NO. In4 NO. CURB WALL JAMB CLIP GIRT HANGER CLIP SAG ANGLE CLIP . COLUMN TOP PLATE • RECORD RECORD RECORD RECORD CWC 2211 80 EGH-1 2211 90 F C — 1 221 280 EXTC-2 221 085 - DATE INO: REVISIONS BY CHK. DATE DRAWN ' DWG. NO. DRAWING TITLE OWNER . , t OLP P .: I prim, 1 27:2 MTP..7...N AD AM:: IL,. 2:1:... ,, v--.. , ,. 1 ' . R - $ ' • l':7 ,. --: ' ' 7 "1 : .F.4 4 C'..:?• PP:1 .- • -_. , — SD21A I \1 ■Qiii** .— .i -• (5,)-,39_,066 , - -- -- _________ FAX (509) 839-0383 THIS DRAWING IS NOT B_U I LDI NG - SYSTEMS BUILDER SHEET OF ____ TO SCALE SOLUTIONS + SE Itlf I CE DESIGN LOADS Zr 1 t3 :., :, .. I ' illsw iiii, ., 1 i I 1 I 1 • ; . 1 I I I • 1 • • I I ' I:I I ' I . 1 ' i ; ■ ! I I I 1 ; I . I • 1 . „ : 1 , a 1 I . I 1 1 0 Inch 1/16 1 ' 2 ' 3 A 5 I', 6 .1i'" -,WTT Tervrrrt vy `.,.0,. , i „... - ...... .1 '3 1 . U I - c - C P I lit-IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111111111111111111i11111111111111111IIIIIIIIIIII IIIII I IIIIIIIIIIIIIIIIIIIIIIII1 . • • . . . • . . ..- . • . . .-- - C.-.1 „....„. < °°• . . • . . . . 0 Q $7. . . .-- ---. • Q \., ss 37. . .. . • - o . rt g li)° 3:-.. 0 • O N ...c. • . . DOVS , -90 - V)S 14) : s"?-6s .., \ , 00,P . v \ON - • , - vj, S . . Q • , e ..„5 \ e ' 3\6 \ : s . 7.11 . • Q (2: . . ' . . . LP. o 1 • (0?- (") DWG NO. DWG NO. D WG NO. DWG NO. SR-18 SPLICE PLATE WALK DOOR SPECIAL CLIP INSET/OUTSET GIRT CLIP PURLIN/GIRT CLIP RECORD RECORD RECORD RECORD SP-16 221 460 WDS-1 221 420 1G-1 221 310 PG-SPL 221 340 .. ' . . • . N .././ //.."....:11 ..6). L f■ •.' .. ' .. v 0 efi ' ‘Aok SS e• . . 0 CP N. 9 -/ -............. L5‘, I I • 90° 90 1'0' - S In • . 'AS- f - N rc . N • i..„ ,, - co — . „ „ \:. 9/\ •0 • -90 \ N \ „ . , r paapvia- • , Nvv Do .1 ° , . a , • \ Ao v ( ?-,, , -__ c. ,s • • ..?..90 nOVP ,ct 0,,e.\ „ • A 3. d Gs • cs), cp v c)I N 6 I \ tx” 6 ..,.. c \ 0 ,5%, CITy of TuK 1 ... a ./-\\ILs‘I' 0 lc) . : 0, APP*OVED . . . A MAY - 7 2002 . (3• • • -). (3 PK-1 85° PK-2 A==80° AS NOIED .... .. . • .. PK-3 A=76° ---" ir..--- , \' . • PK-4 A=71° •. DWG NO. DWG NO. . D WG NO. DG NO. SR-18 SPLICE PLATE FACADE HANGER CLIP FACADE HANGER CLIP EXP. PEAK CLIP @ GABLE RECORD RECORD RECORD RECORD SP-16A 221 470 FHC-1 221 430 FHC-2 221 440 PK-1 221 450 . DATE NO. REVISIONS BY CHIC DATE DRAWN DRAWING TITLE OWNER DWG. NO ' dilik t 1/11 p In 1 7 -'GOT , s•17PCiaN •-;r16,0 i _ _ - -- ---,--_-. 7---; ..,7? N'.:. :,, .E'.., C , . , . ' ''','! *** *' 1 1 '1 f'‘...- IN c„ . , ...!_:: 7 .;N ,- - : 'I F • \ ,, . • 5 3 4 , ' • CL.I' P""7:'' : . , _ ., . _ ----- SD21B ''• ' 14 Iiii .14 :t - ifkiia ''figii Li ilia 1 (50S) ii THIS DRAWING IS NOT B_U I LDI NG - SYSTEMS- FAX (509) 839-0383 BUILDER SHEET OF _ TO SCALE SOLUTIONS SEItV I CE DESIGN LOADS 2-q 1 -13 ., .. . H•, , 1 • . , 1 1 I!! 1;iii 1 1,i,,,,H.,,,,, 1•1 r' , ,, . 1 . I 1 1 •0 Inch 1/16 1 2 3 . 4 5 6 ',#. . g i 'ft I i - Z 1 L , 0 I -s\YvIA4r t. 1 IIIIIIIIIIIiiiililiihilliliiihillliiiihmilimilill11111111111111111111111111111 ...........■■ . ■ ' . • ...••••■••■•••■ viii■Ntur■ . . . • • . . . . . . . 1. 5' _ • -- . 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DATE DRAUN 0 I, 200 mo GAN RO DRAWI NG TI TLE ENNER D14. NO. . -- I F LE: NIAN't: r*- 2 4 :::''''''4.S: 4. 01 111- , ' 4 4 ' ...., e . . - - . ,', ,,, ROA C; L c F 1 c 3 . n • I SD53 I '' ' . 1/41igiii; ':' 1 -- iii r - -'4 <50 L 9) ;34:7 66 -' 0' .44 P N - ,..., --- ... FAX (509) 839-0383 THIS DRAM NG IS NOT BUILDING SYSTEMS BUILDER SHEET OF TO SCALE SOLUTIONS + SE ItV I CE DESIGN LOADS -20 LB . , . , . , , I 1 , , , 1 1,1‘.1,1•,,,•1 1 ,: !'l'i i : i i i Hir i i i ! i l . i . i ! I i*I'i ! I 1 1 i,,, • 1 , I .111 0 Inch 1/16 1 2 '3 4 5 6 - - I q v -,Wilr. rrrryvirrre y v A.0...!" .. J. .„..4 ...., . I . g 1 [ IL --, 11 -- or - ;--- - -- 1 - 1 --- i 1 - - I: -- 0 1 IIIiIIIIIiLlilliiiiIiiiiIiiiihiuliIIIIIIIIIIIIIIIIIIIII111111111111111111111111111111I1 IIIIIIIIIIIIIIIIHI iiIIIIIIIIIIIIIIII I IIIIII.IIIIIIIIIIIIII A .....„„...................___ . ‘............mulimm 5 4375' f ;'i6. 1 25 8125 N ,op ....--°-I u -- .�4� 0 Cr) c l )... 1 Cri , M p ..)$ • EAVE STRUT . ANGLE DWG NO. EAVE STRUT ANGLE D NO . EAVE STRUT ANGLE D NO . EAVE STRUT. ANGLE DWG NO. EA-. 25 ( PI TCH 1 /4' : 1 2') RECORD RECORD RECORD 21970 EA -. 5 ( PI TCH 1 /2' : 1 2') 2i 975 EA -1 < PI TCH 1 ' : 12'). 219 EA-1 . 5 (PI TCH 1 . 5' : 1 2') RECORD .,., • 21 983 M M 5. 125' 4. 3-1 5r 6a� . . S 3 .• *� / ec. t'''' .44?\ --- '. 7 -%.- . . . r°1?: F ' (°.* c,4) ,------- , t=sle'\.." . Fp .4) fc., .. .. . • r G.,,, r -S 0 (C" $ ' . . - : . ' Fo# ��S In t r ic73 L .. • . . . .. • ‘Li 1 Q Pr OF 110N ifftliTh . • . . . . NAY- 7 2002 AS 11 iiOIED I • E 1 f 1 I i • EAVE STRUT ANGLE DwC, NO. EAVE STRUT ANGLE DWG NO EAVE STRUT ANGLE Dr./Ci No. EAVE STRUT ANGLE DWG "0 EA -2 < PI TCH 2' : 12') RECORD I RECORD RECORD RECORD 21 985 EA -3 ( PI TCH 3' : 12' ) 21 990 EA--4 ( PI TCH 4' : 1 2' ) 21 995 EA -6 ( PI TCH 6' : 1 2' ) 21 996 DATE N0. . REVISIONS BY CHK. DATE DRAWN DRAWI NG TITLE OWNER DING NO. .. ��, Pli. I !J? S . POAD —_ �� ' ;LhZc. D ,. %, � ' 'tom e1;,,. :i; O � C Or F1 E �-T I ! �:' ' 9;; ANGLE Jr. t_..S ,I_�r: ['^ JOB NO. I 7 SD54 `` ' iir1 iitii I (509) 839 -7000 — - DRAWING I S NOT BUILDING B U SYSTEMS FAX (509) 839 -0383 BUI L DER SHEET OF .. _ ALE SOLUT I ONS t S E RV I CE DESIGN LOADS dl t(3 i I I t . i I • I' I' I 1 I t . � • • I • • i ;Try; . i . i i l Fri ; .. i 1, I ! ! ! i I i, ) t I I 1 • 0 Inch 1/16 1 2 s 3 4 5 6 t ItIIII II I iI VIII IIIIIIIIIIIt IIiLII JI I!'IIIIIII , I��I Ii( IIIIIIII III II I IIIIIII1IIIIII II III IiI I iiiIIII i1 III.1I I I Im IIi 5 ' . I_ ■ • r f') ..i____ . C'� CU 0 0 ___ 7 6" O ` ' O o ,i, O, O s - p'S p' -00 .. Ati>6\e . e 'O 0 • NJ- ra----1 0 •.O T i ? GH SI DE. EAVE ANGLE D1,iG N °' SPECI A L EAVE STRUT ANGLE D Na FACADE T-PLATE D NO. D1rG NO. L E FACADE VERTI CAL CEE RECORD RECORD - HEA- 21997 SEA- 2199.8 FTP -i . . RECORD 21 106 FV- RECORD 211 os • • • • • TY c • . "T01017" • MAY - 7 n f'OT ED DWG NO. D14 NO. DWG NO. DwG NO. RECORD RECORD RECORD RECORD DATE N0. REVI SI ONS B Y CHK. DATE DRAVN DRAWL NG TI TLE 1 INN ER a" tVi • ,�� yy ]� DWG. NO. FI LE t;.'.,,- _ _J t t ,.. � v ' _ ,. S D55 � - - V i' Vlfii � '' Ili (509) 5- • : - ? . , 1:11.C.:'-::. • - - _ cos Na. 839 - 7 00 0 THIS DRAWI NG I S NOT BUILDING SYSTEMS FAX (509) 839 -0383 BUILDER SHEET OF ,ha, .,_„ TO SCALE SOLUTIONS + SERVICE DESIGN LOADS p 7 2 4.3 • `� I .I , ( I I' > I ' �. i i i , i ? ,i"! i i i I'l I i i i , i , i 0 Inch 1/16 1 2 3 4 5 6 III I iilii lII II 1I Iiii4iIIII IIIIIIi!I IiiliIIII1 IIIII1II11I1IIIIIIIIII11l1 111Il1ll11111111111111I I II i1iiiiliiii1iiiiliII IIIIIIIIII • i SCREW SCHEDULE . . . • ® #12 - 14 x 1 1/2' TEK W /WASHER • • 12' o.c. © #12 - 14 x 1' TEK W/O WASHER 3 /FOOT ROOF PANEL 0 #12 x 3/4' STITCH •W /WASHER , SKYLITE 0 - 1' x 3/32' MASTIC #12 x 1' PHILLIPS HEADED SCREW - - • , 0 ' • 1 /8' x 1/4' POP RIVET ` \ ; t2'4C . PANEL NUMBER • =\ �■, SKYLITE PANEL . '� SKYLITE , /- F SC REWS , SKYLITE OVER R36 PANEL 0 1 1 x 3/32' S . # ;`\` MASTIC i Nik 12' ac. REFERENCE � NOTE 1: 3 /FOOT • ON . . 1'x 3/32' MASTIC . ERECTION TIP: INSTALL WALL LITES ROOF PANEL AND 3' BACKING PANEL BEFORE ` SKYLITE ROOF PANEL IS INSTALLED. DOUBLE MASTIC REQUIRED • . ' / ,. AT LOWER END LAP. ROOF SINGLE MASTIC REQUIRED • AT UPPER END LAP. PANEL R36 PANEL OVER SKYLITE . . SKYLITE DETAIL ° s�i SKYLITE DETAIL ° SL2 SKYLITE DETAIL D‘.4 . sL3 ASSEMBLY SEQUENCE RECORD END LAP DETAIL .. RECORD SIDE LAP DETAIL . . RECORD EAVE STRUT • • 3 /FOOT 12' o.c. EAVE STRUT • • 3 /FOOT I 12' o.c. 3 /FOOT . . . . ,N \� _ � WALL PAN � i191 ��0 • . • • • III x-W 11 WLB - ), o.c. WAL L -LITE 12' o.c. . 3' BACKING WALL PANEL i PANEL 1 , • & 's � W W36 PANEL OVER ALL -LITE A36 PANEL 11`'r 4� r_ -LITE ,� �� I S EE NOTE 1 .4) 4 Q-' �� D OES NOT APP � � . 0 �cj 12' 0. b,,, - 9 0 • 1 . 3 /FOOT �o 12' o.c. ON . . WALL - LITE . - \ $N . - 11 WALL -LITE W -LITE NI 1401111 WALL PANEL . , WALL , i WALL -LITE WALL PANEL WALL PANEL - WALL -LITE OVER W36 PANEL WALL PANEL -LITE OVER A36 PANEL . WALL -LITE DETAIL D i O. WALL -LITE DETAIL D L2 WALL -LITE DETAIL D` �L ° WALL -LITE DETAIL DWG i1� ASSEMBLY DETAIL CW/ EAVE GUTTER) RECORD SIDE LAP DETAIL RECORD SIDE LAP DETAIL RECORD ASSEMBLY DE a(W L (q qVE TRIM) RECORD DATE NO REVISIONS BY CHK. DATE DRAWN DRAWING TI OWNER W DWG. NO. 2002 MORGAN ROAD ILA N1 C�+� . � .' Y • sl , °� �� S - , S MAY 2002 ._�; :�,' AY - 7 ri Via el i4 F SD32 ~ C cD *1 !';; 2 `r ;. S.<YL:: -i T & \W ALL L a-i l r. .:O 14� (509) 839 -7000 FAX (509) 839 -0383 THIS DRAWING IS NOT BU I L D I NG - SYSTEMS BUILDER AS NOTED SHEET OF TO SCALE SOLUTIONS + SERVICE DESIGN LOADS • w ' I I I . I I 1 I I 1 , I I I f iI i 4 I i I ( I l u I I I i I i I i i . . . i 1 , I I I; H . 1 1 1 0 Inch 1/16 1 2 3 d 5 6 1 1111111111111 llllI IIIlIIIIIIIII IIIIIIIIi IIIIIIIII�IIIIIIIII iiIIIIII111111 ,111111111.11111I1�iIIIII . ■ BOLT SCHEDULE . . - �"�" ADD TH1 S CLOSURE W/ <> 1 /2' x 1 ' A307 W/0 WASHER . . ' MASTIC TOP i3. BOTTOM © 1 /2' x 1 1 /2" A325 W/. WASHER . UC -2 CLI P I F ROOF PI TCH I S 0 1 /2' x 1 ' A325 . CARRI AGE W/0 WASHER • . 1111111111111111 TYPI CAL 2O 1 I /2 , 1 /1 2 AND LOWER. ■►� I NSI DE CLOSURE W/ . • OD #1 2 - 1 4 TEK W/ WASHER "- 4 MASTIC TOP & BOTTOM . O #1 2 - 1 4 x 1 ' TEK W/O WASHER 2 : ° o ® '° : EG -1 4 11.74111110111161111 . .GUTTER � :1. Q #12 x 3/4' STITCH • - � • � ' ' A _ •— r. ® r' © #1 2 x 1 ' PHILLIPS HEADED SCREW • ; ;� I =. _ O 0 1 /8' x 1 /4' POP RI VET F-- (n '�� u n cx 1-- 2 Q 4 • 6' O. C. . i 1 OUTSI DE . RV6604 -6 -3 BULB FASTENER W ' - 01<1 M � CLOSURE NUMBER L7 z 0 ET -1 4 • :•.:F %_______1 7 BOLTS o cY !_ �� , 4 . 0 0 W W COLDFORM SP - 1 4 g; RIM .. • E L BOW - 14 w n z (n - EB 1 R E E F R REFERENCE . Y DOWNSPOUT FIELD CUT . • • • CANOPY C[7NNECTI ON D CD CANOPY EAVE DETAIL DUG CD4O. D1rG No. RECORD . . SOFFI T - GUTTER RECORD RECORD -- PARTI ALLY SHEETED SI DEWALL . • • • MAY - 2002 • AS NO 1ED DWG NO. D14 N0. • . • DwG NO. RECORD RECORD • RECORD DATE N0. REVISIONS BY CHK. DATE DRAWN DRAWI NG TITLE MvNER D. NO. FILE t‘,:`...E 1 CCKED SUNNYSIDER A. 98944 LOCATION JOB NO. SD51 (509) 839 -7000 CANOPY CONNECTION DETAI L THIS DRAWI NG I S NOT BIU I L D I N G SYSTEMS FAX (509) 839 -0383 BUILDER SHEET OF �L i TO SCALE SOLUTIONS + SERVICE DESIGN LOADS 2u �R NIIIIIIMINIIIMMINENINIMINW 'I 1 i I ( I L ' I I I 1 1 , i ...'' -i 1IiI1 I IIiI1 , iI, ..�. ' 1 1 1 , I I ! i I 0 Inch 1/16 I .2 3 4 5 6 ' - .lY J I�rri'r,(r,,rre _ / - r• 5 -0. 1 i- ".....-• --- r, - t IIIIIIII 1 111 IIIIIIIIIIIIIII�IIIII iiiIIIIII!III IIiIt II IIIII►III1IIIIIIIII1III1IIIIi1I 1IIIiII1iIIIIiI I IIIIIIIIII IIIIIIIIII tIIIIIIIIIII I A • SCREW SCHEDULE . . • . 0 #12 - 14 x 1 1/2' TEK W /WASHER • . • 0 #12 - 1 x 1' TEK W/O WASHER INSIDE CLOSURE I 1 /2' INSIDE CLOSURE #12 x 3/4' STITCH 4/ /WASHER 6' 6' W /MASTIC TOP W /MASTIC TOP L ;r _H & BOTTOM GUTTER r-/-•--& BOTTOM G #12 x 1' PHILLIPS HEADED SCREW a ! _ -_- - rG -? 4 I ® 1/8 x 1/4 POP RIVET ��_ = ' O #RV6604 -6 -3 BULB FASTENER EAVE TRIM , ' ' ' - Ei2 . j NUMBER ET -14 Qi �. - EAVE TRIM --� �I . . O �•� © Q • / SCREWS . • _ o NQ� OUTSIDE 1' 0 CEA - 4O 2' -0 o.c. O 2' -0 o.c. 9O RNER CLOSURE • . • • At , . 1 ICIF-14 s . i ..01 \ _____i •4 SCREW ' 1 REFERENCE SOFFIT TRIM ' I ' 4 ESA - 14 - "-ST -14 ST -14 4 1O R C -TRIM © - / CTF 14 • ELBOW / EB 1 • . • • DOWNSPOUT FIELD CUT . • ' • . . r • CANOPY EAVE DETAIL D CDI CANOPY EAVE DETAIL D CD2 CANOPY EAVE DETAI D CD3 NO SOFFIT R CORD SOFFIT RECORD NO SOFFIT - GUTTER RECORD ADD THIS CLOSURE W/ 2 • MASTIC TOP & BOTTOM 'RAKE TRIM IF ROOF PITCH IS • • RT -14 • CONT. MASTIC . 1 1 /� 1/12 AND LOWER RAKE TRIM 2 2' -0 o.c. �• UNDER RAKE TRIM r —0...1 - INSIDE CLOSURE W/ RT -.14 © 4 CONT. MASTIC ; - UNDER RAKE TRIM r _ • MASTIC TOP & BOTTOM J i ER , _______- INSIDE , TI_ 0 RAKE ANGLE 3 • -- 14 1'l�R - - - - CLOSURE �; ?1 RA -14 • I.t ANGLE U I • © � , • RA -14 •I RAKE ANGLE (--; ' 0 © CEA -1 g�L CLOSURE 2' -0 o.c. , WALL PANEL -\ RA -14 -9O � ,._._.J 2' -0 o.c. ( Q p 440 W 4 _ NON - SHEETED END E ‘ p, SA -14 N Q ,. W Q INSIDE ' -� i C -TRIM _ CLOSURE Q� + SOFFIT PANEL _BOW / .2 0 =B -1 CTF 14 SHT -14 -� _ SHAPE MAY VARY C TRIM DO LDSP TT CTF -14 2' -0 o.c. .. , ---r SHEETED END 0 . SP -14 • . CANOPY EAVE DETAIL D CD4 CANOPY RAKE DETAIL WAG NO CD5 CANOPY RAKE DETAIL D` NO. CANOPY SOFFIT DETAIL D`G CD RECORD RECORD RECORD SOFFIT - GUTTER SHEETED ENDS ''►'1 RECORD OPEN ENDS CITY Cf Tl 0 ` DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE OWNER 1■ I DWG. NO. issun S U 2002 MORGAN ROAD AY - 7 �U�G JOB N0. FILE NAME CHECKED NNYSIDE, WA. 98944 CANOPY TRIM DETAILS LOCATION SD34 (509) 839 -7000 THIS DRAWING IS NOT B U I LW NG SYSTEMS FAX (509) 839 -0383 _ BUILDER SHEET OF TO SCALE SOLUT 1 ONS + 8 E RV I CE DESIGN LOADS A o'"+izkv 3.5 `f3 i I I II 11 i } i I I i i i 1 k 1 I, I i, I , ■ • O Inch 1/16 1 2 3 . d 5 6 AYT - rirr vrr ^T 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII !IIIII IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi IIIIIIIIIIIIIIIIIIdiuiiiiii IIIIIIIIIIIIIIIIduilliiiiI ...-,--...... . ■ *SCREW SCHEDULE . . • . O #12 - 1 4, x . 1 1 /2' TEK W /WASHER • • ' ' O #12 - '14 x 1' TEK WO WASHER . 0 • #12 x 3/4' STITCH W /WASHER . . . - 0 #12 x V ' PHILLIPS HEADED SCREW > - _ - . 0 1 /8' x 1 /4' POP RI VET . . • 0 #RV6604 -6 -3 BULB FASTENER NUMBER OF SCREWS • 4Q ©2 . . © • 4 6' = SA -14 SA-1 4 SA-14 SCREW ' I ' • REFERENCE ' 5 0 • ... SAG ANGLE CONNECTIONS D sA °. SAG ANGLE CONNECTIONS D sAZ' SAG ANGLE CONNECTIONS D SA3 EAVE & MI D PURLI NS RECORD . PEAK PURLI N FttCORD SAG ANGLE SPLI CE RECORD • • 7EXB-1 . EXB -2 ALTERNATE ALTERNATE . • MAY - 7 2002 EYEBOLT .�� WED /_�- _ ___ _.... ___ t) UMI �: 111111111 � — ,, I IIIIIII I �__�-`�`�__��_ • ` s r - IIIIIIIII , . • • . • PLACE CABLE END STRAND POSITION STRAND AT THE COLOR ROTATE THE OTHER LEG AROUND COMPLETE INSTALLATION BY THRU EYE OF EYEBOLT.• CODE MARK AND WRAP THI S LEG THE STRAND AT THE COLOR CODE 4/RAPPING BOTH LEGS ON STRAND ON APPROXI MAYFLY 3 PI TCHES. MARK. COMPLETELY. MAKE SURE ENDS ARE SNAPPED INTO PLACE. CABLE END I NSTALLATI ON D �CE1 NO ' CABLE END I NSTALLATI ON " C CABLE END I NSTALLATI ON D '` G CABLE '� cE3 N0 LE END I NSTALLATI ON D CE4 NO • STEP 1 RECORD RECORD RECORD RECORD STEP 2 STEP 3 STEP 4 - DATE NO. REVISIONS BY CHK. DATE DRA1.N • DRAWL NG TITLE OVER ENG. NO. 2002 MO RGAN ROAD PURLI SAG ANGLE AND • FILE NAME CHECKED 'SUNNYSIDE, WA. 98944 CABLE DETAILS LOCATION JOB NO. SD37 (509) 839 -7000 TH1 S DRAWI NG I S NOT B=U S Y S,T"E M S - FAX (509) 839 -0383 BUILDER SHEET OF TO SCALE 8OLUT I ON8 ♦ SE RV I CE DESIGN LOADS .(..-, 4 /3 1 .1 1 , , 1 1. I I 1 ` 1 . 1 1 i i' i I i i i i 1 i i i i i 1 i l i,; • i, .- 1 I 1 I Y . 1, 1 I i 0 Inch 1/16 1 2 3 d 5 6 u ', r Wit rrfvf "r" I ' IIII IIfiIIIIIIIIIIIIIIIIIII IIIIIILIIIIII IIIIF IIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIII IIIIII�r� I IIIlIII I I IIIII III IIIII�IIIIIIIII ' •BOLT SCHEDULE . • . - _ _ , II , AO 1/2' x 1 .1/4' A307 W /WASHER . • 0 1 \1 B 1 /2' x 1 1 /2' A325 W /WASHER 0 2 O . 2 1 /2' x 1 ' A325 •CARRI AGE W /WASHER • ESCP CLI O 0 ` 0 ` 1 • - • Op # 1 2 - 1 4 x 1 1 /2' TEK 4t /�r /.4SHER -- - �, 2 Q ' • , �� 111 � 2 8 .0 . • ALTERNATE • 0 F ELD 0 #1 2 - 1 4 x 1 ' TEK W/0 WASHER . � � • . • O : �: ■ 1 DRI LL 0 #12 x 3/4' STITCH W/.WASHER - en �• ALTERNATE ALTERNATE L #12 x 1' PHILLIPS HEADED SCREW - . 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BRIDGE . • RAKE 1 �� ; GB -2 /- ANGLE Ck X O FIELD ESCP CLIP pp - � ,A RA -1 d S�+ 3.- � ` -= -- CUT TO • r. � © O�7 © �> a■ ■■ FIT . $- O O . 0 1 r. I .. CITY (f 7 ` C 2) UC -2 . '' ? IlEt 4O 2O • • .. • O D o . 0 I 0 • ` 0 , CEE JAMB I 1. MAY 7 2002 4D ED 0 0 :. : . I COLDFORM • ' 2, • - ALTERNATE OR MILL .. 3I RT I NTERI OR CONNECTI ON DG CD4 O • PURLI N CONNECTI ON D cnO. DwG No. CORNER CONNECTION CD6 SPECI AL CURB WALL ENDWALL RECORD SPECI AL CURB WALL ENDWALL RECORD STANDARD ENDWALL - OPEN SI DEWALL RECORD L DATE NO. REVI SI ONS BY CHK. DATE DRAWN DRAWI NG TI TLE OWNER D. NO. FILE NAME CHECKED 2002 MORGAN ROAD ' SUNNYSIDE, WA. 98944 GIRT AND PURLI N FRAMING DETAILS LOCATION JOB NO. SD38 (509) 839 -7000 I _______________________________________________ ________ FAX (509) 839 -0383 THIS DRAWI NG I S NOT B_U I L D I N G SYSTEMS BUILDER SHEET OF •r. TO SCALE SOLUTIONS ♦ SERVICE DESIGN LOADS 3') e/-3 . 1 I I . I I. I 1' I' I I C I. 11.H i i f i i' 11 i i } .I 1 I i i-1 ; I I I .. H I I' I 1 Y I; t I , I I. 1 0 Inch 1/16 1 2 , 3, 4 5 6 , f . ';�.YT.r rrr!'�*'*'' '�' • • • - rV .1.4..:11,. •... _ :, III IIIIH IIIII II IIIbiliiii 1I11iiIII 1411111H6IIIII1I ( IIIIII1111111 11111IMIIHIiII I I IIIIIII II II 11161hild II IId . BOLT SCHEDULE COLDFORM FLUSH EXTERI OR A 1/2' x 1 ,1 /4' A307 W /WASHER OR MI LL ' • GI RTS GI RTS ® 1 /2' x' 1 1 /2' A325 W /WASHER LXTERI OR OR 0 FLUSH GI RTS 1 ' 3' 1/2' >c 1' A325 CARRI AGE W /WASHER • . _ _ • . •OD #12 - 14 x 1 1/2' TEK W /WASHER 2 • © 1 ' 3 " O# 1 2 - 14 x 1' TEK WO WASHER . , • . 0 #12 x 3/4' STITCH W /WASHER UC -2 • .. © #12 x 1' PHI LLI PS HEADED SCREW I ` 2 O • © CEE JAMB 1 /4' 0 1 /8' x 1 /4' POP RI \€T © UC - .s • O # RV660 4 -6 -3 BULB FASTENER NY4 _ T E 5 Np � NUMBER 5 1`�O 01 RAKE ANGLE AV - me - D O ;� . /- ` OF BOLTS 90 P t ,� R -1 4 -. S�O 2 RAK 4Q . S wiL L GIRT ,.- • Q 0 2 - -- 0 p E O 2 � N • ESOP CLIP . ANGLE 0 0 £d E J © 1 BOLT • ' y `, REFERENCE •• 1 /2"...1 UC -2 y . GIRT BRI DGE • GB -2 • . • GIRT CORNER CONNECTION D GDI • GI RT CORNER CONNECTI D N D G NO. GI RT CORNER CONNECTI D N D GDO. REC ORD RECORD RECORD !� STANDARD ENDWALL - OPEN ENDWALL • • • EXPANDABLE ENDWALL - OPEN .ENDWALL EXPANDABLE ENDWALL - OPEN ENDWALL :XTERI OR • FLUSH COLDFORM. • FLUSH iI RTS 1' 3' G.IRTS . OR MI LL' GI RTS .. E 0,\(.c>") . • EXTERIOR OR /\' . 1 3 . I N ..• FLUSH GI RTS V PG -3 1 ' 3' UC -3 • Al . . P , Q 4 V Ouc 3 E 3 � O EN .v - 1 � � � � 0 I" r � 4 UC 3 O� �O� • O I ENDWALL -)$ E O 2 .. .4) GI RT O � . �O . . . 2 0 0 / : .. ,, • 4 Q RAKE ANGLE N t' ( EX - MLA GI RT BRIDGE RAKE ANGLE N • O ■: - R A 1 4 .-; D GB-1 RA -1 4 2 . " r RAKE ANGLE ,AY - 7 2002 RA -1 4 ALTERNATE • ASWILU . GI RT CORNER CONNECTION D GD4 GI RT CORNER CONNECTION D'WG No. -- GDS GI RT CORNER CONNECTI ON D G -' `' : ii • ► R 11.1. I D Go°. ANDABLE ENDWALL - OPEN SI DEWALL R CORD EXPANDABLE ENDWALL - OPEN SI DEWALL R CORD R CORD RECORD SPECIAL CURB WALL ENDWALL EXPANDABLE ENDWALL • DATE NO. REVI SI ONS BY CHK. DATE DRA1.N DRAWL NG TITLE OWNER DWG. NO. • FILE NAME CHECKED , 2002 MORGAN ROAD •SUNNYSIDE, WA. 98944 GIRT FRAMI NG DETAILS LOCATION JOB NO. • S D39 509) 39 -7000 THIS DRAWI NG I S NOT O U I L D I N G - SYSTEMS, FAX C509) 839 -0383 BUILDER SHEET OF - - -- TO SCALE 8OLUT I ON8 ♦ SERVI DESIGN LOADS 37 i ! 111I I I I I I I 1 i _ . . I I r •I I ! 1 1 r, I I I ,� i I I ' P, I I ' r 1 1 1 I l • i I r I , 1 I I I 0 Inch 1/16 I 2 3 A 5 6 Y • '. " f' - . Y!r'^��r,f�T .^T S t V t t Z. £ i 1 ill L _�.� _ .A I, L i..__._ 0 IIII I IIl�lllLIIIIIIIIIIIIII�IIIIIIIIIIIIIII�IIIIti IIIIILIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I IIIIIIIIIIIIII IIIIIII • SCREW SCHEDULE .- • Op #1 2 1 4 x 1 1 /2' TEK W /WASHER O — . Al #12 — '1 x 1' TEK W/O WASHER Q #12 x 3/4' STI TCH W%WASHER w © #12 x 1' PHI LLI PS HEADED SCREW 0 1 /8' x 1 /4' POP .RI VET WALL PANEL SOFFI T 0 #RV6604 - - BULB FASTENER SHAPE MAY _ ,'-SOFFIT TRI M—\ / NUMBER ' VARY TRIM ST -1 4 0F SCREWS • ST -1 4 4 Qi 10 �' p ' _ �1,� > .. C ORNER \—SCREW REFERENCE TRIM CORNER �� J EFE CT -1 4 © pTRI M • CT -14 f 1 ,, 0 W ALL PANEL / WALL PANEL • . CORNER / SHAPE VARY ' SHAPE MAY TRI M . VARY CT -1 4 SOFFIT TRIM ST -1 4 • . . CORNER CONNECTION DWG cl CORNER CONNECTI ON DWG c O. CORNER CONNECTION DWG No. CC3 RECORD . RECORD STANDARD ENDWALL — OPEN SI DEWALL STANDARD ENDWALL — OPEN ENDWALL EXPANDABLE ENDWALL — OPEN ENDWALL • • Al l \I T WALL PANEL S • OFFIT 4Vv, SHAPE MAY WALL PANEL • SHAPE MAY TRIM Q� p ' VARY WALL PANEL VARY ST -1 4 �� • • ' SHAPE MAY . -6 VARY - ?. p,4 ES N OT AP ,.. �S 10 O1 SOFFIT , S ©• © TRIM I 4) ' S T -1 4 . . _ ., Q 0 Cary APPRvvrwo WALL PANEL CORNER SOFFIT , — SHAPE VARY TRIM CORNER � ST-1 4 CO RRI M SO T A r ` Z TRIM CORNER CT 1 4 TRI M CT - 4 . ST— 4 ' I O � 1 TRIM I D CT-1 4 CT -14 C.p CORNER CONNECTION D CC4 CORNER CONNECT DWG "o' DWG No. D WG No. RECORD ION cc5 CORNER CONNECTION CC6 CORNER CONNECTION cc, EXPANDABLE ENDWALL — OPEN ENDWALL EXPANDABLE ENDWALL — OPEN SI DEWALL RECOR EXPANDABLE ENDWALL — OPEN SI DEWALL RECORD ' SPECIAL CURB WALL ENDWALL RECORD ' DATE NO. REVI SI ONS BY CHI. DATE DRAWN DRAW! NG TI TLE OWNER D. NO. FILE NAME CHECKED 2002 MORGAN ROAD ' 'SUNNYSIDE, WA. 98944 CORNER TRIM DETAILS LOCATION JOB NO. SD40 0509) 839 -7000 THIS DRAW! NG I S NOT BUILDING SYSTEMS,' FAX (509) 839 -0383 TO SCALE BUILDER SHEET OF "w SOLUT I ONS ♦ 8E RV I CE DESI LOADS pI 113 I • I I ' . I , ( I I' 1 I 1 I.1. ! 'Iili i lii l i . l . 1 ( l ! I, , . I E , , I i � � • 0 Inch 1/16 1 2 3 d' 5 6 v ' rYA.4 )s. _ • h ii IIIoIIIIIIIIiII IIIIIffilllll_ IIIIiILIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIiIIII IIIIlIIIIIIIIIiIII IIIIILIIIIII IIII � I L IIIIIIIIIIIII • • .SCREW SCHEDULE . . • . 0 #1 2 - 1 4, x 1 1 /2' TEK W /WASHER GENERAL PRE -I NSTALLATI ON NOTES INSTALLATION STEPS E S 0 #1 2 14 x 1' TEK W/O WASHER wTHI S DOOR I S DESI GNED TO I NSTALL BEFORE • 0 #12 x 3/4' STITCH W /WASHER • THE WALL PANELS ARE PUT UP ( ALTHOUGH I T 1. AFTER UNCRATI NG • THE DOOR, FI ELD DRI LL CAN BE INSTALLED AFTER.) POSI TI ON I T UNDER . THE GI RT . - © #12 x 1' PHI LLI PS HEADED SCREW -- 1 /2' ANCHORS )DO NOT REMOVE THE SCREWS HOLDI NG THE WI TH THE OUTSI DE EDGE OF THE 0 1 /8' x 1 /4' POP RI VET • DOOR LEAF CLOSED UNTI L AFTER THE DOOR I S THRESHOLD FLUSH WI TH THE EDGE Q #RV6604 - - BULB FASTENER ,! INSTALLED. THESE SCREWS HOLD THE DOOR/ OF THE CONCRETE. THE HEADER NUMBER 0. PROCESS. S QUARE . DURI NG THE INSTALLATION SHOULD BE UP AGAINST THE OUT - \ /-• OF SCREW SI DE FACE OF THE GIRT. 4i& 0 2. PLUMB THE DOOR UNI T. TO CHANGE THE SWI NG: THE DOOR SWI NG CAN SCREW BE CHANGED I N THE FI ELD ON STANDARD 3. WHEN THE DOOR I S PLUMB, REFERENCE PREASSEMBLED DOORS. ( DOORS WITH • SECURE THE DOOR HEADER TO THE FACTORY I NSTALLED CLOSER OR LI TES CANNOT FACE OF THE GI RT WI TH 4 SELF CEE JAMB DOOR FRAME BE CHANGED. ) REMOVE AND EXCHANGE DRI LLI NG SCREWS. THESE CAN BE . THE HEADER AND THE THRESHOLD. REMOVE MOVED LATER IF THEY INTERFERE THE SWEEP AND REI NSTALL I T ON WHAT I S WI TH THE SHEETI NG OR TRI M. NOW THE BOTTOM OF THE DOOR. REPLACE THE SUBJAMBS. .. • 4. BOLT THE DOOR TO THE FLOOR WI TH THE (4) ANCHOR BOLTS PROVI OED. ( DWG. N0. DS1 ) ` 5. BACK OUT THE SCREWS HOLDI NG DOOR BASE DETAIL D nsi • DS2 .� 0 0 0 o DS3 TOP JAMB CLIPS AND SLI DE CLIPS RECORD STRAIGHT UP TO THE GIRT. USE WALK DOOR - — ( 6) SCREWS PER CLI P (3 I NTO . . THE SUBJAMB AND 3 INTO THE GIRT) . ( DWG NO. DS2) USE WDS -1 • • •. CLIP I F NECESSARY. ( DWG NO DS3) 6. SCREW DOWN THRESHOLD. CAULK OR GROUT I F NEEDED. CEE JAMB . . ` GIRT I F F ELD CUT 7— GI RT 4 REQUI RED GI RT & PLACE 7. REMOVE SCREWS HOLDI NG DOOR 2- TEK SCREWS LEAF SHUT. c . ° / PER FLANGE ° © . . O . . 8. ADJUST WEATHERSTRIP TO DOOR JAMB /ALK DOOR ELI MINATE LI GHT LEAKS. \ �4L SPECIAL CLIP • / /. WDS 1 GI RT S� DOOR JAMB ADJUSTMENTS . �` �0 � - IF THE DOOR DOES NOT OPERATE FIELD BEND ©8 - : g PROPERLY: • GIRT FLANGE DOOR FRAME .- 1. CHECK FRAME TO ENSURE PLUMB TO CLEAR - AND SQUARE. DOOR JAMB .. 2. CHECK FLOOR LEVEL AT EACH GI RT I S ABO ABOVE UNEQUAL, SHI M HI NGES 7' 5' APPROPRI ATELY. CATY of ODOR TOP DETAI L D D 2 DOOR TOP DETAI L D1GG NO. DS3 ODOR FRAME RAME LAYOUT D RECORD WALK DOOR SPECIAL TOP CLIP RECORD DATE NO. REVI SI ONS BY CHK. DATE DRAbN DRAW' NG TI TLE ' D1\G. NO. KS WED 20 MO RGAN FILE NAME CHECKED . [ 02 ROAD WALK DOOR FRAMING DETAI LS LOCATI ON JOB N0. SD41 (509) 839 -7000 THIS DRAWL NG I S NOT B _ U I L D I N G SYSTEMS FAX (509) 839 -0383 �' " ' SHEET OF TO SCALE SOLUTIONS ♦ 8 E RV I CE DESIGN LOADS L+ O 4 1 ' I . i I I I I I I L i i i i i i i i i I I i i i i i i . I.1 6 1.1 I - - 1 L ' I I I I 0 Inch 1/16 1 2 3 d 5 6 1 Iiiiilimhtiiliiiid1111II�idiiithuihiiiiiiiiiliiiiIIII hiiliiiiIiiiil liiiihiIIIIIIid iii diimil iiiiIIII III IIdIIIIIIIIII A ■ , • • BOLT SCHEDULE 1 • O 1/2' x 1 /4' A307 W /WASHER C 1/2' x' 1 1 /2' A325 W /WASHER 0 1/2' x 1' A325 . CARRI AGE W /WASHER ®#12 — 14 x 1 1/2' TEK W /WASHER -- .. •• 1 #12 — 14 x 1' TEK W/0 WASHER . 4> #12 x 3/4' STITCH W /.WASHER .. WC-1 CLIP © #1 2 x 1' PHI LLI PS HEADED SCREW ' WI NDOW H ■ 0 1/8' x 1/4" POP RI VET CEE JAMB /: HEADER 0 #RV6604-6-3 BULB FASTENER _ . . . NUMBER ' . OF BOLTS ©4 1 4Q 4 • CEE • 0 - , HEADER BOLT REFERENCE . • . . • � GI RT I F FI ELD CUT 2 REQUI RED-N GI RT & BOLT UC -2 O • ... WI NDOW FRAME DETAIL DwG O. N '6 CLIP W/ 1 /2' CARRIAGE ' RECORD & 1 /2' A307, FI ELD DRI LL - I T HEADER TO JAMB 4 1 /2, .� `� 2 A . N.._ - WI NDOW SILL —\ GI RT, HEADER WINDOW JAMB p r-- OR EAVE STRUT ANCHORS • UC -2 CLIP BY OTHERS . .. O ii i 2 O • V-3—/ ' . WC —1 CLIP 0 1:: QTY Of TtiKwitA 0 . , CEE JAMB --' CEE JAMB • • •. ' MAY - 7 2002 AS Ora) • T r ; i --- - • W! NDOW FRAME DETAI L D VS2 WI NDOW BASE DETAI L D1.+G WI NDOW FRAME LAYOUT JAMB TO GI RT, HEADER, OR EAVE STRUT RECORD RECOR • • DATE NO. •REVI SI ONS BY CHK, DATE DRAIN DRAWI NG TI TLE OWNER DwG. NO. 2002 MORGAN ROAD • FILE NAME CHECKED SUNNYSIDE, WA. 98944 WINDOW FRAMING DETAILS LOCATION JOB NO. SD42 (509) 839 -7000 - FAX (509) 839 -0383 THIS DRAWI NG I S NOT BUILDING SYSTEMS BUI L DER SHEET OF TO SCALE SOLUT IONS + S E RV I CE DESIGN LOADS Li ((3 I I 1 I 1 I i I I I. i I I i i I i ii 1 i_i 1 1 iiiI 1 i i I I i I I I 1 . I 11 I I 0 Inch 1/16 1 2 3 4 5 6 tH ' ',Wit "rirrvrTe ,r tii.-...:..= r r S t V t 1 l G L t o 1 1 �I7 C V 1.7 L r 0 IIIIIIIIIIIiIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIlIIIIll I I III IIIII IIIIIIIII 111111111 11111111I11 • • BOLT SCHEDULE 0 .. . . EAVE STRUT BYPASS GI RTS COLUMN A 1 /2' x 1 1 /4' A307 W /WASHER © 1 /2' x 1 1 /2' A325 W /.WASHER — — © 1 /2' x 1' A325 CARRI AGE W /WASHER . . _ SD2 SD4 SD5 • SD3 HEADER HEADER - 0 #1 2 - 1 4 x 1 1 /2' TEK W/WASHER . 0 E #1 2 - 1 4 x 1' TEK W/O WASHER 1 C DOOR HEADER 0 #1 2 x 3/4' STITCH W /WASHER ' O #1 2 x 1' PHI LLI PS HEADED SCREW • • • FI ELD DRI LL COLUMN O 1 /8' x 1 /4' POP RI VET • . GI RT 2 O #RV6604• -6 -3 BULB FASTENER v NUM E R Q 1 H i-C 2) UC -2 CLI PS c • OF BOLTS • - • 4Q o E 2 N ED al J V CEE HEADER , • BOLT c3 E D REFERENCE U SD6 • i . • BASE Is- �' . . 24 . . SI DI NG DOOR LAYOUT D SDI SLI DE DOOR HEADER DETAI L D SD2 RECORD HEADER TO COLUMN CONNECTION RECORD • FLUSH GI RTS NOTE: FI ELD DRI LLI NG MAY . .• • . BE REQUI RED. BASE ANGLE DOOR BA -1 4 . BOTTOM COLUMN . RAIL CEE JAMB CEE JAMB SAG ANGLE �.. SA -1 4 BASE ANGLE • FI ELD NOTCH CEE HEADER CEE HEADER 2O a 6 1 t 1111111111111111M a FLANGES TO FI T 1 ' 1 ' SLI DE DOOR ANGLE SL -14 CEE HEADER 2 SD -2 CLI P- 4O 24,x+ ) / ' BOTTOM © FI ELD DRI LL , RAI L FI ELD DRILL • • • • A� - �. 2d02 BASE GIRT , • 0 ' SAG ANGLE NS Wj\ :) . SA -1 4 \1143'1(344 BASE GI RT SLI DE DOOR HEADER DETAIL D SD3 SLI DE DOOR HEADER DETAI L "G S O . SLI DE DOOR HEADER DETAI L SD5 SLI DE DOOR BASE DETAI L DwG SDS HEADER TO COLUMN CONNECTI ON RECORD HEADER TO JAMB CONNECTI ON RECORD HEADER TO JAMB CONNECTI ON RECORD DOOR GUI DE RECORD DATE N0. REVI SI ONS BY CHK. DATE DRAWN DRAWI NG TITLE ❑wNER DwG. NO. 2002 MORGAN ROAD _ FILE NAME CHECKED ' SUNNYSIDE, WA. 98944 SLIDING DOOR DETAILS LOCATION JOB NO. SD43A C509) 839 -7000 BUILDING . SYSTEMS FAX C509) 839 -0383 THIS DRAWL NG I S NOT BUILDER SHEET OF TO SCALE SOLUTIONS ♦ SERVICE DESIGN LOAD . 42, N H . ; 1 ,. I I I i I 1 I I I I i' i 1 I i i i i i i i 1 ': i I 1 I 1 l ' ; i -+ . I 1 1 1 ■ .. I .. I I I • O Inch 1/16 1 2 3 4 5 6 - 1 IIIIi1Iiu lIIi1IIIIIIIII1IIIIIiiii1 IIIIIIIII4II IIII1IIIIIIIIIW6iih ,IIhlI IIOIIIIIIIIIIIIII1111I11 .1111111111111111111111 , SCREW SCHEDULE .. • . • OD #12 — 14 x 1 1 /2' TEK W /WASHER • • #12 — '14 x 1 ' TEK W/0 WASHER . Q #12 x 3/4' STI TCH W /WASHER . • © #12 x 1' PHI LLI PS HEADED SCREW 2 ©4 1/8' x 1/4' POP RIVET 0 0 #RV6604 -6 -3 BULB FASTENER / —.NUMBER R RAKE .. PURLI N RAKE CHANNEL CHANNEL ■ SPLI CE RCS -1 RC -1 4 . ; \--SCREW REFERENCE ..viii■; •• , RAKE CHANNEL S• RC -1 4 . NOTE: • RAKE CHANNEL I S USED I N PLACE OF RAKE ANGLE WHEN • . . REQUI RED, • • • • RAKE CHANNEL CONNECTI ON ° Rci a RAKE CHANNEL CONNECTI ON ° RC2 RECORD WECORD I __._. SPLI CE DETAI L • • • • • • • CITY pFT(i APPRovED • MAY - 7 2002 AS WILD • • • DATE NO. REVISIONS BY CHK. DATE DRA■.N DRAWL NG TI TLE (PWNER D. NO. FILE NAME CHECKED 2002 MORGAN ROAD SD4 SUNNYSIDE, WA. 98944 C509) 839 -7000 RAKE CHANNEL DETAILS LOCATION JOB NO. THI S DRAWL NG I S NOT BUILDING SYSTEMS FAX (509) 839 -0383 BUI L DER SHEE T OF TO SCALE SOLUTIONS ♦SERVICE DESIGN LOAD ( 43 /13 I ' I I ' I . 1 . I ; I; ;; il i I I, f ,1 0 Inch 1/16. 1 2 3 A 5 6 ,WLr'(►r drvrrr- T SL DL l 6l l �I 1 �f L L t 0 IIIlillllllll, IIIIIIIIIIIIIIIIIIIIIIIIIII�IIII�IIIII. IIIIIIIII�IIIIIIIII�IIII�IIII�IIII�IIII IIIIIIIII1II1IIIIII IIIIIIIIIIIIIII IIIIIIIIIIIII�II��II File: D 02 -0019 / D 02 -0020 35mm Drawing #211 -212 0 Inch 1/16 .. . , GTSM <E) =T /2 GTSM • GTSM • ' _ 0 TABLE 3 p--2 V TABLE 3 I`= '_ !I'M V TABLE A 2 _ JL G= 0' TO 0 JL G= 0' TO 0 0 - GTSM 4 It r■i rW Co Al " � TABLE 3 F- (W, P. 5 ( (W. P. 3 ( - P. 8 (W. P. 3 0 0 D CABLE 3 Pr c:1 �- G= 0' TO Co z a ► - r 1 /16' —.I I G= 0' TO 1 /16' • 0 O (W P. 1 I I N I WP1 &WP6 APPLIES. '" ■ ___I. �- E N !Y \ i —� _____I. VELD SI ZE FROM TABLE 2. �. FI LLET FULL LENGTH ONE SI DE, TABLE 2 I Ob FI LLET BOTH SI DES OF STIFFENER (W. P. 1 I \ ° O O Tw0 I NCHES FROM FLANGE. IW P 6 (W P 4 n I (W P. 2 11 /8' TO 1 /4' I DETAIL B 00 WELD SI ZE AS SHOWN " • OTHERWI SE REFER TO TABLE 2. SECTI ON ' F' SECTION • H' . DETAIL ' B' DETAIL ' C' DETAIL ' D' 3/16' w 4 A 3/16' ) 4 • 3/16' • 4 , 3/16' Pr 4 DETAI L " B' — — -- DETAIL ' B' Fr } . i 5 1 I — ' F' H' DETAIL ' C' 3/10 1. 5 3/16 _ 1. 5 3/16'1. 5 - - - - _- -- - _- . B W DETAIL D 3/ 16 P ` GENERAL NOTES W. P. 1 (W P 7 I 1. ALL WEB TO FLANGE WELDS A PURLI N & GIRT CLIP pr TABLE 3 1\0/. TABLE 3 � P. 1 I TO BE S. A. W. CONTINUOUS BY -FRAME TABLE 3, ONE SI DE ONLY. l/3 2. I NCREASE FI LLET SI ZE I F B FLANGE BRACE CLIP GAP AT ROOT I S 1 /16' OR ----------------- - - - - -- --- - - - - -- - -- — - - — GREATER, BY SI ZE OF GAP. 3 /16 4 � 3. ALL FI LLET VELD LEGS ARE OF EQUAL SI ZE. /16 ' 4 _ii, 3/16' 4 1 DETAI L ' C' . � 4 . FOLLOW EQUAL RI ATE 3/16' 4 �.�'�� VELDI NG PROCEDURE ( W. P. ) DATA SHEETS FOR ALL VELDS � I// M TR DEPENDI NG ON PROCESS, JOI NT TYPE, WELD TYPE AND AVAI LABLE EQUI PMENT. REFER TO bVELDI NG STANDARDS MANUAL. • x WELD OPPOSITE SIDE 6' EVERY 24' PURLI N & GIRT CLI P FLUSH TABLE 3 • • • SUN VELD PROCEDURE TABLE FILLET SI ZE ( SEE NOTE 2) PROCEDURE MATERI AL F. .C A. W. W P. I . D. # DESCRI PTI ON RANGE WEB TABLE 2 THICKNESS S. A. W VELD SIDE VELD BOTH SI DES 1 SUN F -1 F. C. A. W. T OR CORNER JOI NT 1 /8' - 1 /2' 2 SUN FS -1 S. A. W. - F. C. A. W FLANGE SPLICE 3/16' - 5/16' FLANGE FI LLET SI ZE . 1 345 1 /8 3/1 6 3/1 6 3 - SUN FS -2 S. A. W. - F. C. A. W FLANGE SPLICE 3/8' - 1 1/2' THICKNESS ( SEE NOTE 2) , 1 799 3/16 1 /4 • . 3/1 6 4 SUN F -2 F. C. A. W. BUTT JOI NT 1 /8' - 5/16' 3/1 6' -1 /4' 1 /4' 1 /4' 1 /4 5/1 6 . 3/1 6 5 SUN F -3 F. C. A. W. BUTT JOI NT 3/8' - 1 1/2' 5/16' 5/1 6' 5/1 6' 1 /4 5/1 6 3/1 6 6 SUN F -4 F. C. A. W. T OR CORNER JOI NT 1 /2' - 1 1/2' 3/8' 3/8' 3/8' 5/16 3/8 3/1 6 7 SUN S -1 S. A. W. T -JOI NT BEAM WELDER 1 /8' - 1 /2' X3/8' I USE WP -7 _ 1 /2' 3/8'x 1 /2 1 /4 8 SUN S -2 S. A. W. BUTT JOI NT 1 /8' - 1 /4' DATE NO. REVISIONS BY CHK, DATE DRAWN DRAWING TITLE: OWNER : DRAWING NO. 01/28/02 1 REVISED OLD STANDARDS TO 12/03/97 2002 MORGAN ROAD SUN BUILDING SYSTEMS JOB NUMBER MEET NEV QUALITY STANDARDS AH FILE NAME CHECKED ,s SUNNYSIDE, WA. 98944 LOCATION 0 CWBRFT - 2 ( 509) 839 -7000 go 4 Z - 7 B THIS DRAWING IS NOT B U I L D I N SYSTEMS/ Fax (509) 839 - 0383 WELDING S BUILDER SHEET OF TO SCALE SOLUTIONS ♦SERVICE DESIGN LOADS •Mar- - I I .I.1.I. :,..,. iii!'" " 11,,, ,' 1 � I 1 I• I . I I i I . I i I) 0 Inch 1/16 1 2 3 4 5 6 r t n..,:.J ...3 - St DI I;t ?l L. i) ti L - - I . S- r — L l o IIIIIIIIlI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII ••■•■•••■ . . ■ GTSM i GTSM GENERAL NOTES: 0 TABLE 3 r D ABLE 3 a ` GTSM I I 1. ALL WEB TO FLANGE WELDS 1 45 Ii_ - -'�'. A I r TABLEA2 TE DEA❑NLYC ONTI NU❑US z JL G=o' 2. G I FILLET ZE O I F 1511.111111 Q Co O O � GREATERR SI ZE 06 GAP. z TABLE 3 z ao ' a W.P. 51 coo IW P. 31 I A O O ARE OF EQUAL SIZE. 3. ALL FI LLET VELD LEGS 'i' pr . ,, I 1 co O TABLE 3 T FE ER 4 WELDI NG E PROCCEDURE< W. P. ) Co -0 -1 ( G= 0' TO 1 /1 6' G= 0' 1 /1 RW. P. 1 I DESIGN S I F N N WP1 & WP6 APPLIES. DATA SHEETS FOR ALL WELDS - ____L – `I 1 __A 141 DEPENDING ON PROCESS, W P 6 O O WELD SIZE FROM TABLE 2. JOI NT TYPE, WELD TYPE FILLET FULL LENGTH ONE SI DE, FILLET BOTH SI DES OF STIFFENER AND AVAILABLE EQUIPMENT. -1-< 0 O O T ABLE 2 TWO INC FROM FLANGE. .. REFER TO WELDI NG DETAIL B, 0 O STANDARDS MANUAL. W P. 211/8' TO 1 /4 WELD OPPOSITE SIDE 14/. P. 4 TABLE 2 ]_ 1• 1 6' EVERY 24' Co . ETAI L ' C' SECTI ON ' F' SECTI ON ' K' SECTION ' H' • I r D 0D <E)=T/2 M E GTSM 'F' TABLE 3 0.______ TABLE 2 __�_ DETAIL ' A' ' y iT (W P. 1 ' - - - -- _ '� DETAIL ' B' FILLET SI ZE < SEE NOTE 2) ao F. C. A. W. WELD SI ZE AS SHOWN N C r ) TAB 3 '� WEB OTHERWI SE REFER TO TABLE 2. , 3 / THI . W. CKNESS S. A WELD ON ONE WELD ON DETAIL • B' Al IW i P. 1 1 V 3 `TABLE 3 SI DE ONLY BOTH SI DES . ' IV/ P. 81 Iv. P. 31 I 1W. P. 1 1 . 1 345 1 / 6 6 1 /4 3/1 6 h TABLE 3 •1799 3/1 'c7 (W. P. 1 1/4' ' 1 /4 5/1 6 3/1 6 4.' GTSM SD= ' H' 5/1 6' ! 1 /4 _ 5/1 6 — 3/1 6 45 —1 3/8' 5/1 6 3/8 3/1 6 DETAI L ' D' 1 /2' 3/8 1 /2 1 /4 lar 1W P. 21 SUN VELD PROCEDURE TABLE in DETAIL ' C' Ill 1W P 6 1 PROCEDURE MATERI AL DETAIL ' D' < TABLE 3 W. P. I I. D. # .. DESCRIPTION RANGE 17/1 6' AND V 3 „1 SUN F -1 F. C. A. W. T OR CORNER JOI NT 1 /8' - 1 /2' ❑DER 2 SUN FS -1 S. A. W. - F. C. A. W FLANGE SPLICE 3/16' - 5/16' 3 SUN FS -2 S. A. W. - F. C. A. W FLANGE SPLICE 3/8' - 1 1/2' • 4 SUN F -2 F. C. A. W. BUTT JOI NT 1/8" - 5/16' 5 SUN F -3 F. C. A. W. BUTT JOI NT 3/8' - 1 1/2' 6 SUN F -4 F. C. A. W. T OR CORNER JOI NT 1 /2' - 1 1/2' • DETAIL ' C' 7 SUN S -1 S. A. W. T -JOI NT BEAM WELDER 1 /8' - 1 /2 ' TABLE 3j 8 SUN S -2 S. A. W. WEB SPLICE 1/8' - 1 /4' TABLE 2 �W. P. 7 I 3/8' MAX. TABLE 2 FLANGE FILLET SIZE I .. , (W P. 1 J _ THI CKNESS < SEE NOTE 2) V3 < T ABLE 3 3/1 6' -1 /4' 1 /4' 5/16' 5/16' 1 (W. P. 1 ) • 1 3/8' 3/8' DETAIL ' A' 3/8' USE WP -7 ' K' - . . ' DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE: OWNER : DRAWING NO. 01/28/02 1 REVISED OLD STANDARDS TO MEET 12/03/97 AH 2002 MORGAN ROAD NEW QUALITY STANDARDS AH FILE NAME CHECKED SUNNYSIDE, WA. 98944 SUN BUILDING SYSTEMS LOCATION : JOB NUMBER CEBCOL -2 (509) �v� 27 839-0383 WELDING STANDARDS I FAX (509) 4� THIS DRAWING IS NOT BUILDING SYSTEMS- BUILDER SHEET OF TO SCALE SOLUTIONS 8 sE RV I CE DESIGN LOADS a f I I I'I'fII'I 1 lili;il1i1ljiiiili 'f t I I i. i ., f i I I - 1 0 Inch 1/16 1 2 3 A 5 6 I i't J. 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I • - CB #1 . _ _ :asT •r rastru� ;4A _ ' �_ _ y , . , ou �� 1 ' ' n ; B / SQ FT AREA 12450 SQ FT I ANDS P N Q25 = 41 CFS -------------- _ ; / #2 - I 025 = 0.34 0.71 CFS �� I 1 i AREA/17045 SQ FT AREA 1489d FT__,__ --�. _ ` CFS ._ . // Li 025 = x.24 CFS - '� '""' ,.. ' • ,"'-�- II ( Q25 0;56 CFS ��., i1 4 - �°, �- IF- ANGAR LANDS 4 , -- II -g �� AREA 12446 SQ FT - _ __ 1 1 - If N..• ' ��t�. i HANGAR 3 ROOF ITN HANGAR 3 ROOF NORTH • - `��► --"-� AREA 7200 SO' T • i.� t .. _ - ` AREA 14900 SQ FT ' ' _ / / / R 2 R HANGAR 4 ROOF Q25 =0.23 CF Q25 =0.48 CFS - ! . T•I M. II j 032 AREA 13230 SF 4 / i 1 11 / .� REA 453 SQ \ \ - / ... t r � „ II T " "„„ ! ► I Q25 = 0.43 CFS -, I I 1 " I► - --- I 1 \ I I CB AREA 21140 1 - ''� II I ` / j I 025 = 0.68 CFS I . !� � ' �r r 1 I #18 r 1 / JI 1 CB #14 , ,M, I AREA 1426 SQ FT = r ' II AREA 18532 SO/FT CB #12 I AREA 25597 SQ FT I Q25 = O. CFS �/ r / �� Q25 = 0.60 CFS AREA 15591 SQ FT 025 = 0.83 CFS _ _ _ S r • 1 / / /! Q25 �`" 0.50 C _ _ _ _ - / ' a-- _ I / CB #19A 1 - AREA 21157 SQ FT CB 13 .. - - � % I _ T7 , , 11 Q25 = 18255 1 Q25 = 0.68 CFS / : - 7 - �_ I 4. as ...... s aa= aa3ii � l EXIST CB L / — / D 111--------„,--„____ I CB #20 AREA 17773 SQ FT L � EXI�Tj CB lit � � • Q25 = 0.58 CFS i AREA 16026 SQ FT , mr AR 1 4 }'9 SQ FT 0 = c , ..r . 1 25 0.52 CFS �1i stun . 3 \ 3 z :: 1 1,.._... . INLET #10 -�'� I l EXIST INLET / C8 1 AREA 11537 SQ FT I / AREA 13860 SQ FT / AREA 9133 SQ FT Q25 = 0.37 CFS Q25 = 0.45 CFS L Q25 = 0.30 CFS ...ow" 1 / • / 1 1 DRAWN BY DESIGNED BY / REB LAW " CALL48H"1 - — — — — — — — — - - - - - — — — — _— CHECKED BY APPROVED BY � ,lf �_..._ -- RJL B EFORE YOUDIG . ..._ DATE 1-800-424-5555 � � � " r n ; � � t KCIA LOT SHEET k ,, A Consulti 14 I MPR OVEMENTS Consulting Engineers S C A _ L E: 1201 Third Avenue, Sui 1 1 P R O P O S J 0 B N0.: 101183 Seattle, Washington 98101 E D DRAINAGE BASIN MAP —100 1206) 622 -5822 Fax 1206) 622 -8130 I . 1 7 i ., I I I I I ii i1 ri ii ii " ` I I I•'• I I ' 0 Inch 1/16, 1 ''' 3 4 5 6 . .. -_ ' AV M'+-/- =•• -' -• _ g 1 V C £ L . l L . - OTT L ._ - -. - -- c _ -- _- -- E. - - L i 0 h i 1111h LI II d iiii.iiihi ii i i i ihi pi ii d iiiiiihiiiiii 1d ii �IIIIIIIII�IIIIIIIII1IIII 1111111111111111111 IIIIIJIIihii IIIIIIiiiiIIIIIIIIIIIIIIII .......................__.__ F • 1 • D 02_0019 / • D 02_0020 35mm Dra • #215 I 'I I I i j I I'I'I'I'I f lilii(iliiliiiiil� iii t I I ^, f �. , 0 Inch 1/16 1 2 3 a 5 6 . t : w • „Wir” r ' yv „r' S I. IIIII�I�IIIIII�IIIIIIIII�IIIIIIIII�ILIIIIIII�IIIII IIIIIIIII�IIIIII�II�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII te`. 11 . g h _ £A R01NAl WAY - - ---__ ontommtittar ----------0 � /J ` 4 o a • ��t �111e a '- "- "-�- -- 4 I � ' ^ifs -- �� '---- ..,,,`�- __e' - " "'- / ' -� 1'^� "`�. �, a = a = a " a a a a . �� i "i- l tllr �" '.'." � "'"" - - 1 / ` ` \ _ ��• ` _`- ...... a = aa = aa a =aa'aa . . _ _" s MII HANGAR 1 N. ' T :::: : " � -_ = - ""�- -, - �� 1 ' a = _ r- .. . ..� P may ROOF ��_ I -' ��. _ � -. T uANCl +��e`r "'E. e+. Ra t I AREA 1 735 SQ FT l-..._! - -- CB p . - _ _ — f AREA 10340 CB ' _ .'� ' vAY sc�„� I u Q25 - 0.41 CFS ARE 12450 S Q FT LANDSCAPING ............ SQ FT I AREA 070 SQ FT / CB #2 Q25 = 0.40 CFS ° AREA 1489 FT _._ ,.,,, , - _ a= Q25 = 0.34 111 025 0.71 CFS AREA117045 SQ FTC = x _ (t° 1 ' CFS s Q25 .24 CFS ... ° " ' " � _.. • ' - Q25 k 0:56 CFS .�� ` - ,_ � - �..° .. IF- I I f . t __- �� HANGAR 4 LANDS = -.� / ' II t AREA 12448 SQ FT , ``• \ K tl�..ttt� H 3 ROOF SOUTH HANGAR 3 ROOF NORTH \ V 'Arm I _ :. . - .'~'�• ~► AIMMEMIMIIII _ A REA 7200 S � ' " r I ''sir. iwwrt� - r = -�-,� - - a.. Este AREA 14900 SQ FT - / - -- --- Q25 = 0.23 CF Q25 = 0.48 CFS = 1,, - I I SI i \\111" :! ,3j;\ , / / HANGAR 2 ROOF 4 RF ` } I r I ! 230 j I / / / AREA 15032 SQ 1~ nx r "° Q25 = 0.43 CFS j fr 1 � ^,''''' t-.- -� j • 1 I CB X15 1 I /' II I j b� �� 11 w I AREA 21140 SQ FT �-- -''' �`-- I \ II I 025 = 0.68 CFS I CB #18 "-'� I ' - r II co I 1 1 #6 LB I AREA 14266 SO FT + i - I / AREA 18532 S FT 1 5597 SQ FT '�' I , i I Q25 = 0.60 CB #12 j13 1 0 CFS Q25 = 0.4� CFS / // AREA 15591 SQ FT \ _ - # _ _ _ _ _ I + t Q25 / // '�°D.50 CFS I _ I 9 / i__ .. CB19A -? 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Consulting Engineers KCIA LOT 14 IMPROVEMENTS SCALE: Third Avenue, Suite 900 PROPOSED D J 0 B No. : 101183 Seaea ttle, Washington 98101 RAINAGE BASIN MAP 1 =100 (206) 622 -5822 Fax (206) 622 -8130 I I I I' I' I I I I. :• :' ( i I i i i I i i i !.i i i i i_.I i . i ■ 1 '4. 1 `• 1 1 1 1 •,. I 1 0 Inch 1/16 1 2 3 a 5 • 6 • V r A.iJi- _ r h11 ii i i I.II1IIII IIIIliiiiIIIIIiII .IIIIIIIiIIIIIIIII�II.II IIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIiiIIIIIIIL1IIIIIIIII1LLIIIIIIIII1 I I V I'I'I i I I I � '�'liiiliiiliiiii�i i�, ,,I ; I!_ I F • 1 D 02_0019 / D 02_0020 35mm Dra • #216 • i 0 Inch 1/16 1 2 3 d 5 6 rVES . ' I IIII III II I ��Il - GENERAL NOTES: 1.) STORMFILTER BY S7'ORMWATER MANAGEMENT, PORTLAND, OREGON (503 -240- 3393). 2.) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE MANUAL FOR DETAILS. 3.) PRECAST CONCRETE VAULT CONSTRUCTED IN ACCORDANCE WITH ASTM 0858, 4.) EXTERNAL PIPING AND COUPUNGS PROVIDED BY OTHERS. 5.) FLEXIBLE COUPUNGS TO BE SET 18. OUTSIDE FACE OF WALL_ FERNCO OR ENGINEER APPROVED. B.) SEE PRECAST STORSIFILTLR DATA SHEET FOR VAULT DIMENSIONS, ELEVATIONS AND NUMBER OF CARTRIDGES. 7 .) ANTI—FLOATATION BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF FILTER AS SHOWN. SEE PRECAST FILTER DATA BLOCK FOR BALLAST WIDTH AND HEIGHT DIMENSIONS. OUTLET PIPE (BY OTHERS) OUTLET PIPE ANTI—FLOATATION (BY OIHERS)� � (BY OTHERS) BALUIST ii um moo CONCRETE VAULT g 5• ', ° • • . ' : , • • • • • • • .� • • .. i • : 1 • N 7 . 1-1. ... • . • a_ml: / /�I GY / /I IU /, :I Y /GIIU /r. i /III / /: I jlr %// / //. •� 1' /4 r a/ // -------7 1 ' ir,, ---... /., • % / / . II /�' H % / /II 4!I, 4 • �1L 1111 /// it .% / /,II / / /ilI % / %II / / /ii.;l.' �i . t41 • • I L1` 1 ' _� � / j � / / 1 � �/ / j /�- - -/ • . . / l % " / /// I I Y/% . 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(B1' OTHER _ / _ / 1 5 , I : _ a �� • tIPi ∎�I�IS ©11 ♦I�I•1 ∎ u d • •:.��: PIPE MAN: (TIP) .. d • 8 0 �� / / / / �� / � f WALL ENERGY DISSIPATER (TYP) =` '.:::�::r : ::;- - \� INTERIOR (TIP) t��' ; • s%• � � W • `i�\.�\��\f ` -C ' C' m 3 � 00 8'X16' /8'x16' PRECAST STORMFILTER SECTION VIEW A -A '' >_ SCALE. N.T.S. o a I 1 W The STORI/WATER MANAGEMENT 18 o StorIDF}iter U.S. PATENT No. 5.322,629. I No. 5.624,576, AND OTHER U.S. \ AND FOREIGN PATENTS PEI•DRIG N — ' I I , I I I I t i I . I 1 i.. • 1 1 1 1 i 1 j i i i i i i•i I i i i ; •∎ 1 ., I ■ 1 1 y I . I i • 0 Inch 1/16 2 2 d 5 6 yr y ; -- Wry ' ►�, ,.v- ,y -Wry .. -4., _ _ 1. . ',.. y.......,....._.... .._. _ I t l I� i 2. E, Z l� 0 ` I 1 I IiiiiliiiiIII , . HIIII IIIIIIIIIIII I IItI IIII!IIIIIIIIIIIIII IIIIIIIII IIIIIIIII II IIIIIIIIIIIIIIIII (IIIIIII IIiIIIII IIiiliiiI II IiiIII ...........■ •File: D 02-0019 I D 02_0020 35mm Dra • #217 iii i iiiliii iiili i ii , I I I I i i I II'I' I'I 1 I . I! I ! 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Job Number: 101183.00 Checked By: Conveyance System information p- Up- -" PI • e Segment Surface Total Length Pipe "n" Up- Inlet Control Headwater Summation Down Down - Pipe Barrel B O u tl et C Barrel TW Critical Critical TW Friction Entrance Entrance Entrance Entrance Exit Outlet Inlet Inlet Control Entrance Bend Bend Q Q3 Junction HW Kb Head HW Over - CB /MH CBIMH # Flo Flow L Size value Stream Stream Stream Stream Slope Velocity Velocity Elev. Depth Depth Check Loss HGL HGL K Head Head Control Control Control HW Veloctly Head EI Upstrea Down Q Cho D Invert Rim Invert Rim Head Ratio Elev. evation Overtop topping Check Loss Loss Elev. HWID Elevation Elev. Head Loss Loss Check Check CFS CFS FT IN FT FT FT FT % fps ft FT FT FT FT FT FT FT FT FT FT FT FT FT FT ® ®® FT FT 19A 19 0.88 0.88 180 8 0.012 12.19 15.33 11.41 15.45 0.43% 2.52 0.10 12.48 0.98 0.65 Okay 0.80 13.28 13.28 0.20 0.02 0.10 13.40 0.80 12.72 13.40 0.00 .0 0.02 19 18 0.72 1.60 55 10 0.012 11.41 15.45 10.95 15.37 0.84% 2.93 0.13 12.14 0.98 0.82 Okay 0.25 12.39 12.39 0.20 0.03 0.13 12.55 0.80 12.08 12.55 0.10 0.30 0.03 ___ 12.48 1.40 2 12..48 4 3 2.97 Oka .23 Okayy 18 18 0.46 2.06 155 10 0.012 10.95 15.37 9.70 15.80 0.81% 3.78 0.22 10.85 0.98 0.82 Okay 1.16 12.01 12.01 0.20 0.04 0.22 12.27 0.80 11.62 12.27 0.13 0.02 0.00 1 16 ex mh 0.88 2.74 100 15 0.012 9.70 15.60 9.28 15.57 0.42% 2.23 0.08 10.81 0.98 1.23 Okay 0.15 10.97 10.97 0.20 0.02 0.08 11.06 0.80 10.70 11.06 0.22 0.04 0.01 MEIN 12.1 10.85 4.75 Okay 4 3.23 Okay ex mh 13 1.41 4.15 100 15 0.012 9.28 15.57 8.61 14.18 0.67% 3.38 0.18 10.33 0.98 1.23 Okay 0.35 10.68 10.68 0.20 0.04 0.18 10.89 0.80 10.28 10.89 0.08 0.06 0.00 13 27 1.09 5.24 100 15 0.012 8.61 14.18 8.36 15.03 0.25% 4.27 0.28 7.78 0.98 1.23 9.60 0.56 10.15 10.15 0.20 0.06 0.28 10.49 0.80 9.61 10.49 0.18 0.09 0.02 __ 10.82 4.75 Okay 27 iim Outfall 4.24 9.48 100 18 0.012 8.36 15.03 1.79 15.70 6.57% 5.36 0.45 7.75 0.97 1.46 Oka 0.69 9.86 9.86 0.20 0.09 0.45 10.40 0.80 9.56 10.40 2.62 0.02 0.00 - 10. 8 3.85 Okay �� 7.25 Okay IIIIIII r 1.11.11111.1 MI i I MEM ■ __ MINEMENIM � 11111111 1=11111a111 111.11111111111 MINIM iiiiiii IMIIIIMI. 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',1 61 _ 1 'L U ! •1 • b ' 2 c. ti 1„ t, i o 1 • 1 , . 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111111111111111111111111111111111111111111111HHINAIIIIiiiiliiiihmhililmil ' • • File: D 02_0019 / D 02-0020 35mm Dra • #220 1 I i I II II IIf I.. i�Iiil(iiil:illli�i ; ;i ., I I 0 Inch 1/16 1 2 3 d • ��IIFlI I II IIIIIII III III��II I ii.iI IIII II j��I�I IIIILII I ►IIIIIIIIIIIIIIIIIII►IIi IIIIIi II�IIIilIiii�I iIII i�iIiIIiiti�iI IIIi II�IIip I kpff Consulting Engineers Notes: System below is left as an example. Clear all cells not locked to begin new system calculations. All cells not locked require a value to be input Spreadsheet is designed for system to be laid out upstream to downstream rather than downstream to upstream. BACKWATER CALCULATION SPREADSHEET Project Name: KCIA Lot 14 Designed By: LA.W. _ Job Number: 101183.00 Checked By: Pending Conveyance System Information Outlet Control Inlet Control Headwater Summation Nee Segment Surface Total Length Pipe "n" Up- Up- Down- Down - Pipe Barrel Barrel TW Critical Critical TW Friction Entrance Entrance Entrance Entrance Exit Outlet Inlet Inlet Control' Entrance Bend Bend 01 03 V Junction HW HW Over - CBIMH CB/MH Flow Flow L Size value Stream Stream Stream Stream Slope Velocity Velocity Elev. Depth Depth Check Loss HGL HGL K, Head Head Control Control Control HW Veloctty Kb Head Head Elevation Overtop topping Upstream Down 0 Qtot D Invert Rim Invert Rim Head Ratio Elev. Check Loss Loss Elev. HW /D Elevation Elev. Head Loss Loss Check , Check l CFS CFS FT IN FT FT FT Fr % fps ft FT FT FT FT FT - F Fr FT Fr FT ' FT FT FT FT , FT CFS CFS FPS FT FT FT 19A 19 0.68 1 0.68 i 180 i 8 1 0.0121 12.19 ; 15.33 1 11.41 I 15.45. 0.43% , 1.95 I 0.06 ; 12.00 I 0.98 0.65 Okay 1 0.48 � 13.08 13.08 0.20 I 0.01 1 0.08 1 13.15 0.80 12.72 13.15 0.00 0.02 ; 0.00: ! 13.15 2.18 Okay .. I;1 t 18 0.84 ' 1.52 1 55 i 10 j 0.012' 11.41 15.45 ; 10.95 ' 15.37 0.84% ' 2.79 1 0.12 1 12.27 1 0.98 0.82 ; Okay I 0.22 i 12.49 12.49 020 i 0.02 0.12 I 12.84 0 0 12.08 12.64 i 0.06 ! 0.30 ! 0.02 i 1 I I 12.60 2.85 Okay, - rr l 16 0.46 ! 1.98 1 155 ; 10 I 0.012 ; 10.95 I 15.37 9.70 ; 15.60 0.81% I 3.63 I 020 1 11 08 1 0.98 i 0.82 I Okay I 1.07 1 12.14 12.14 020 I 0.04 0.20 ' 12.39 0.80 11.62 12.39 ' 0.12 1 0.02 1 0.00 I I 12.27 110 Okay I t1 i ex mh 0.68 1 2.66 1 100 , 15 1 0.012 9.70 ! 15.60 I 9.28 15.57 1 0.42% i 2.17 1 0.07 1 11 ,04 I 0.98 j 1.23 ; Okay 0.14 11.18 11.18 0.20 j 0.01 0.07 11.27 0.80 I 10.70 11.27 I 0.20 i 0.04 0.01 ; I ! ! 11.08 4.52 Okav :\ Intl I 13 I 1.88 1 4.54 1 100 , 15 1 0.012j 9.28 ! 15.57 I 8.81 I 14.18. 0.67% ' 170 1 0.21 10.44 I 0.98 l 1.23 I Okay 0.42 I 10.85 ; 10.85 020 0.04 0.21 11.11 0.80 I 10.28 11.11 I 0.07 ' 0.08 ! 0.00 ; ! 11.04 4.53 Okay 13 I 27 ; 1.09 5.63 1 100 1 15 1 0.0121 8.61 I 14.18 ' 8.36 15.03. 0.25% i 4.59 i 0.33 1 7.74 ; 0.98 i 1.23 ; 9.60 0.64 I 10.24 ! 1024 I 0.20 0.07 1 0.33 10.63 0.80 ! 9.61 10.83 0.21 ! 0.09 1 0.02 i I ! i I 10.44 174 Okay -7 I Outfall 1 3.50 1 9.13 1 100 1 18 1 0.0121 8.36 ( 15.03 I 1.79 I 15.70 6.57 %1 5.17 0.41 1 3.75 1 0.97 1.46 I Oka 0.64 I 9.86 1 9.86 ! 020 0.08 0.41 10.36 0.80 9.56 10.38 2.62 1 0.02 ! 0.00 ! I ! ' 7.74 729 Okay I i I 1 1 I 1 ' 1 ! 1 i I 1 i I 1 1 ! ; 1 l I 1 I } - -- 1 I 1 1 1 I I I I I ! I i I i i 1 1 1 1 I 1 I 1 I ! ! I 1 I ! I 1 i I i I 1 1 I 1 i I i I i 1 I ! ! I ! i I I I ! 1 , i , 1 I j i I I i I I I l I 4 I I I ! I I I ! I I ! i 1 i I 1 i i I I 1 1 I 1 I 1 I j I I i ! I } I ! i I i I I ! ! 1 i I ! I I i , I 1 1 ! i 1 i I I I i j l I i I ! ! ! ! 1 I • 1 ! ! 1 i I ! I _ !, 1 ! 1 1 I 1 _ I 1 ► i i I I I } I i I I I I 1 I I I ! I I � 1 I 1 i i ; 1 1 I I I ! ! I i ! I 1 ! } I ! 1 1 • I 1 I I i l I ; 1 I ! I } i i 1 • I I I I j i I-� I I I I 1 i _ - 1 i I I I i , . _ I I I I i I I I } I I 1 • a ! I I ! j I I I I 1 ! I I I ! I ! I I I I I I • 1 I 1 I I I I i I I I I I I I I 1 i I I ! ! 1 ! I I ! ! ! 1 ! • ■ l ! I I I I I i I 1 1 ! I I ! I I 1 . I I I 1 .. I l I I 1 1 i I I I 1 i I • I I i I I I 1 I • I 1 ! I I • i 1 I I I I ! i I I I I ! I • -- ' ' ! I I I t ! I I I I ! 1 • ' ' • I I i I ' ; I I I I I I I ! j i i j I ! j I i ; i I I ! 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SEPARATOR (OAS) - EXISTING 12 �•� C A li* - -11111111r i C/WATER SEPARATOR (OW5) - PROPOSED �� - 6 DRAIN " DOS7iHG 15 / �. =►, ."'.� NI milt —"` STORM DRAIN - PROPOSED jJ / / r / ' •••• OW5 SUBCJITCliM�ENT AREA A- 15 / • qq\kiNN d i I ORF :i; / 15 1 6 'at1 / • 8 / , ,� 8 i $ • - 8 d� /:0 4VE7R t A -3.��7 I A - S 12 t2 - I A 4. - A4.813 I �._.�..,..,. _ -� �. r.., 1 8 } ` t ........ ) ( . �� 4 alt.. �� - , 8 Q - 5.03 . _ - __ ..... A -1.61 _ `� - -4.30 CM. ' . ®� 24 A -0.4O 24 Q -d.3a •� .) -0.00 1..m71.'1'' B g B •.48 I I A•11.0 , •. • ws I 'r' � I M1.29 1 3 0 on 0 I Awd.•• • 47 • 18 ; _ A -18.88 I A -244 � 1 2 I I 73 I A. • 04 A-1.48 I A-1.45 i M t rowel lime, SHEET' 2 amenftor 11•11.01 IV DEPT. OF CONSTRUCTION Jr FA IUi1ES lWNAGEMeiT 4-7-18 Mil 111 mild 4 EDO 300 400 ,,,,, ram � o A1�AN INC. KING COUNTY : ••. milm • III LTI,,....1..tR. INTERNATIONAL AIRPORT r-107 '+.I.R ,► SCALE r• a MI s» SW bre Il1Aa1 Dm �T amok asap - ow 1 STORM DRAINAGE. 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KING COUNTY I' l l�tw ._ 1101111111.T11111 1111111111121111 1111111111121111 NTY INTERNATIONAL AIRPORT 1 , - ` a" �� WILE IN FEET .� .: ,•• tttt■.e • © soft wry, NM SW STORM DRAINAGE P 4 a «o • . I I 1 I . . I I I I I ' I• I I i. l l i i i i i i i i i i r i i . i . ,. I I I ! 1 • , . I i 0 Inch 1/16 1 2 3 4. 5 6 - - 1,1rf ^r r ,tr,, r T • ` 1 I1III liiiIiiII IIlllliil iiiIIILIIII1 iIIIIIIII 111111 II IIIIIIIIIIIIIiiiIIIIIIIIIIIIIIiIIIIII1IIIIIIIIIIIIIIIIIII�llllI iI ......■........—____:._ IIIIIIiili111111111111111111111111111111111111111111111111111111111 IlII IIII IIII1IIIIIIIII IIII IIIIIIIII IIII1IIII 1III1IIII IIII1IIII 0 __. _1 ? � - -.... 5 7 `i 1 7. 1 ... - ._ 1 ? �:.. � � � .Mm .�1_Q..... - , 15 f , rr. A y.c uLI��J'LLU,. 9 ! • t ! ! I I I I,; I i I ICI.; 96 /l 4oul 0 . I 11.1 Mr id 3 0YN Ib110 1180.4 .121Odeltd 1 YNOUYN131141I Aitco0 DNIN INVO NO S3i 1gVj NOU fkI.LSNOO JO 1430 'OM vrvs 81• -V �l'1 - Zit 8l - Sl .pZ $ 131. 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I ( 1 1 1 1 1 1 1 I _ „ , i � i i i l i i i . i i i iiii . ili� i ., 1 ('I I i I I 0 Inch 1/16 1 2 3 4 5 6 ... .. ill —_._- .-_...._.r-V..__. » - 11- ____. 1 IIII I I I I II I II II IIII I I II I I IIIIIIIIIII It111111I!IIII I III I II IIIIII I II II II IIIII I IIII IIIIIIIIIIII IIII IIIII I111111I1111I1111I1111I111111111IILIIIIIII 11111 ' F • 1 • D 02-0019 / • D 02_0020 35mm Dr • #229-232 I 'I I i l I iI I�liii {iiilii�li�� iiii , ii{ { { _, i I ' 0 Inch 1/1f 1 3 d 5 6 -NWT ^9rervirwr r✓ 11111111111111 1 11111 1 1111111111 1 ' 10. 1 ; 11111111 M 1 11.111 - 1i1HIIIIIIIIIII111 . 1 ' 1h11161IIIIiIIIIIIIIIIIIIIIIIIIIIHIll .1111111111111111111111111111111111 • A / • , /' - / �/ 1 A / ' , / � �/ B -12 ' � �— / / • / �/ -----------1 / ''`� \ '' \ � � �� ' �'' \ � � t \ °'14.4‘ t y ~1 / ,-------- -. t � B . , APPROXIMATE PROPOSED \ `tt � ' '' HANGAR LOCATIONS -- ,-- , \ ,‘\ ',, \ \ ‘ \\\\$c \ --- .,----'‘ / \ w ; \ v / ..-- / 0 / Existing ®� / � AP PROXIMAT PROPOSED LEGEND B g 1 -Story Building \A";40.-1■1t..----- -" �" RELOCATED HANG / �.- � / � �� Boring Designation and / ; ®� �B -$ A AND B LOCATOINS S B-6 /. : % ,v,.\,,,,,.;,. / / Approximate Location B -10 \ / / / t A Subsurface Profile Designation \ \ : BdY �/ and Approximate Location ■ 0 \ B -'f 1 -/ - S A \ _� ._ APPROXIMATE PROPOS -r „ / NOTE HANGAR LOCATION ,/ o� , . , / Figure based on electronic file $ /- -,- , .� P provided by Bush, Roed & Hitchings, B' \ \ , /•� o p Inc. entitled "2001047.dwg" and on • $ / 03‘1‘ i � electronic file provided by KPFF ` ` 0 � • //- " / -" Consulting Engineers entitled c \ \ \�� `•.,- -� �`�9 O "KCIAxSP ", dated 9 -21 -2001. \ \ Pump House / /, -/• ; \ ' / -r u. t t / ■ t?, \ , A Q , / ■ /- Museum of Flight Expansion / Hangar Site • m Tukwila, Washington co z 0 100 200 SITE AND EXPLORATION PLAN g g Scale in Feet October 2001 21 -1- 09383 -002 • CC SHANNON & WILSON, INC. FIG 2 Geotechnical and Environmental Consultants • I 'I I r 1 p I,'1 1'I 1 1 •1 1 I'jrj ' i i i I 1 r � I .� I I I 1 • i I I ' 0 Inch 1/16 1 2 2 3 4 5 6 yrI.ItitiJ.=;..a .... .� T . 1 IIIIIIIIIIII. IIIIIIIIIIIIIIIIIIIIIIII iII IIIII ___._.___,.._.___ CIS A -- South 4 30 — I— RELOCATED HANGAR L -•-I PROPOSED HANGAR I--- Approximate Limit of Existing 1-Story Building _ B-11 B -7 B-8 Offset = 0 Ft Offset = 0 Ft Offset = 23 Ft E. -, 20— 11 sting Ground Surface ? I 13 ? Iii Medium dense, silty, sandy GRAVEL; moist (Fill) I I ? ? Loose to medium dense, silty, fine ? I T ? 10 — SAND and fine sandy SILT; moist; (Fill) , I 5 • Very loose to loose, trace to slightly ? • I II 10 ? ? — , silty SAND moist to wet (Alluvium) • I 3 • I a Very loose to medium dense, trace silty to I ? ?.,....,wet loose, fine sandy SILT; ? silty, fine to medium SAND; abundant wood u • I9 wet; abundant organic fragments; wet (Alluvium) 2 N . 0 — ? 1 , ; ? fragments (Lacustrine) 1 118 , co i `i 10 1 : ? --= � ? w N 9111 t 3 • U) W 'I I ,2 I LU i > 0 04/2612001 I Lu co Medium dense, silty, fine to medium z Medium dense, trace to slightly silty, w SAND; wet; abundant organics; =I fine to medium SAND; wet; (Alluvium) J a _ Q (Alluvium) U �T 21 Q j I -20 — 24 I 8 k. :I -30 — ,e I s �I _I ca -40 en LEGEND 2 u. N B -7 Boring Designation m el Offset = 23 Ft E. Offset from Profile and Direction 0 40 80 4 1 Standard Penetration Resistance in __ Approximate Groundwater Level ---_ ' Blows/Foot Museum of Fli ht Ex ► Horizontal Scale in Feet 9 pansion �� NOTE Hangar Site at Time of Drilling I We Standard Penetration Resistance in 0 10 `" 20 This subsurface profile is generalized from materials Tukwila, Washington i� Blows/Inches Driven observed in soil borings. Variations may exist between USCS Designation (see Appendix A, FIG. A -1 profile and actual conditions. GENERALIZED SUBSURFACE y ) Vertical Scale in Feet ? ? - Approximate Geologic Contact Vertical Exaggeration = 4x PROFILE A -A' 9 Bottom of Boring October 2001 21 -1- 09383 -002 4 04P Date Completed S HANNON & WILSON INC. � FIG. 3 Gootechnkal and Environmental COnS S heet 1 of 2 1.1 1 . I I 1,.1 1'II 1 I 1 !,IiliiiIi:iiiiiliii.,,'i ...1 ! 'I ! _, ' I . I ,. i 1 1 0 Inch 1/16 1 i 2 3 a 5 6 ,,' . YTr riTrivrrr1' y y ( - -- 11 Z T—.._. r V 1, L I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ................_,_______ , r . b A RELOCATED HANGAR I PROPOSED HANGAR 1— North PROPOSED HANGAR ---I --30 I 8 -9 B-12 B -13 Offset = 0 Ft Offset - 5 Ft. W. Offset = 20 FL W. sting Ground Surface — 20 Medium dense to dense, silty SAND, trace of ravel; moist i g (Fill) t D '� ? ? I! I Medium dense, silty, sandy GRAVEL; moist; (FBI) IIII !Iii ? I Loose, silty, fine SAND; (FM) ;�11I s `�' I I Loose to medium dense, silty, fine SAND I S i l ; I e ? I ? and fine sandy SILT; moist (Fill) "? Loose, slightly silty to silty t , ? ` ay $AND; il 1 :1: 4 — 10 N t l, 14 3 moist; (Alluvium) . lli 1, u Very loose to medium dense, trace silty to �� I I Very loose to loose, fine sandy f ? silty, fine to medium SAND; abundant wood I SILT; abundant organics; wet; w fragments; wet; (Alluvium) �� ' (Lacustrine) I . .. co t� ? m _ ? H' ? I ? 11I9 LLO w Loose, silty, fine to medium CO ill o 11e 1 11 SA ND; wet (Alluvium) 16 > Z 0412612001 �++ Medium dense, trace to slightly �1 W l silty, fine to medium SAND; I Medium dense, trace to slightly silty, wet (Alluvium) cp co V fine to medium SAND; wet (Alluvium) — - 10 • Q x � I 2 a I a . — -20 a 1 v 1 S — -30 V t d 0 m 0 ei LEGEND -40 . u. N B- - Boring Designation O ffset = 23 Ft E. --- Offset from Profile and Direction 0 40 80 4 20 Standard Penetration Resistance in ____.1 h Approximate Groundwater Level ---- • NOTE Hangar Site Blows/Foot Horizontal Scale in Feet Museum of Flight Expansion i at Time of Drilling I sac Standard Penetration Resistance in 0 10 20 This subsurface profile Is generalized from materials Tukwila, Washington 9 Blows/Inches Driven I i 1 I observed in soil borings. Variations may exist between profile and actual conditions. GENERALIZED SUBSURFACE USCS Designation (see Appendix A, FIG. A-1) Vertical Scale in Feet ? ? . Approximate Geologic Contact • Vertical Exaggeration = 4x PROFILE A -A' 9 - Bottom of Boring . October 2001 21- 1- 09383 -002 1 , 04r28r1001 • • Date Completed .SHANNON & WILSON, INC. FIG, 3 • Gaotechnical and Environmental Consultant I Sheet 2 of 2 1.1 I , j I . , I I 1.1 I . ,IiIiii1',ij d•I i 1 I Y I • . I I I 11 • 0 Inch 1/16 1 2 3 4 5 6 I r Va�Sy.�: _� M----- -- t t t�. __ _ -. 1 IIIIIIIIII IIIIIIIII IIIIIIII1IIII1II1IIIIIII1IIIIiIIIIII[ IfII► IIIIIII1IIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIII1IIII1IIIIIIIIII West East 30 -- ! PROPOSED HANGER I — 30 B - Existing Ground Surface Offset = 0 Ft. B - 11 20 — Medium dense, silty Offset = 0 Ft sandy GRAVEL; moist (Fill) - 20 It m I ;;II m I. U. ? „ I III I� ? II3 u _ 10 -- 5 Medium dense, silty, 'Is c c Cl i gravelly SAND; moist (P11) 1 I -- 10 • co i ' Very loose to loose, trace to w ?- �1 ? slightly silty SAND; moist to D° m II II wet; locally abundant w m E i Loose, fine sandy organics (Alluvium) o ca 'x 0 — III' SILT; wet; abundant I4 - 0 'x 2 el organic fragments; (Lacustrine) ? o I it a o. 4 I Q II; to 9114/2001 911411001 • -10 — Medium dense, silty, fine to —, -10 medium SAND; wet abundant organics (Alluvium) 1 -20 -20 g A A D r v LEGEND .a' u. B- Boring Designation Offset = 23 Ft E. - Offset from Profile and Direction 0 40 80 A -.Hi zo -- Standard Penetration Resistance in I Approximate Groundwater Level --- .2 Blows/Foot Horizontal Scale in Feet Museum of Flight Expansion NOTE Hangar Site at Time of Drilling I5o14• - Standard Penetration Resistance in 0 10 20 This subsurface profile Is generalized from materials Tukwila, Washington R Blows/Inches Driven • 9 ____1 1 1 I observed in soil borings. Variations may exist between USCS Designation (see Appendix A, FIG. A -1 ) Vertical Scale in Feet profile and actual conditions. GENERALIZED SUBSURFACE - ? ? Approximate Geologic Contact Vertical Exaggeration = 4x B-13° PROFILE B -' 9 Bottom of Boring � October 2001 21 -1- 09383 -002 4...... Date Completed . SHANNON & WILSON, INC. and Environmental • auzerlool FIG. 4 I.' I • I . I I1 1 ' 1 1 1 1 I I .. �. ; i r l I i i i i I ! i i i I i i i 1 {. I ! j• I I i I ; 0 Inch 1/16 2 3 d 5 6 ' Y �k ' . 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East Varg Nay Revd 16 58 S7 S 5 5 4 0 1 2 4 0 31 0 37 0 43 0 49 0 0 1 51 0 1 61 , j60 0 159 0 1 5 8 0 0� HISS 0114 X118 '� 189 190 0 0 191 • • 191 125 9 0 0 ® 170 -� S� b �i 0 168 0 167 0 166 165 16 . 163 0 0 0 2 011 0 32 0 44 169 I I � � i , 0 ' }•11• 250 • • • -"y 11 Y 0 193 0 194 0 195 0 1 96 0 197 • 0119 10 e 38 05° • j 'u \\ 0 23 0 • , 219 •0 114 0 173 0 172 0 171 :0126 0 45 Bu iIdina 2161 3 18 0 J 0:18 0 1 r . �; 198 0 199 100 201 :0117 0 ' 0 1 el O 0 33 � 1 1 2 J `i 28' 0 178 0 1 71 0 176 175 0 11 260 X 39 CZ 0 51 .I` : 17 � 01 � f U 0202 0 203 0 2 04 0 205 0 206 : 019 0 0 46 219 ....1.., .3 o aG \ o Q ? ; �,n i 181 1 �179 DB :128 O 4 2 269 0 210 • 154 153 1 52 1 5 1 1 5 0 : 149 `. 12J 110 0 0 148 0 141 0 146 0 145 0 144 0 :143 �`. \ I " 0 34 0 1 8 5 0 184 0 183 e182 129 • S2 5 0 10 0 35 04] 0 0220 0 22 3 b 1 �� 0 , 21 7: • 211 0 212 0 21 3 0 214 0215 : 01 O 26 0 41 S 3 e 142 0 141 0 140 0 139 e 138 137 \ \ \( 0 188 0 1 87 X186 0 2 130 115 0 ' ao ,• 111 36 e 0 136 0 135 0 134 0 133 0 132 131 • 0111 0 �\ I •, 0 • 0 116 •0 117 • • • ' ' ' 0 116 0 115 0 114 0 113 01 0 0130 123 O 6 0 11 0 0 0 48 0; 1140 0 s3 89 0 0 14 0 75 0 16 0 1I 0 78 19 80 81 • • • 81 8 84 1 10 a 140' 290 L _ ........•41.3 0 0 0 0 0 0 0� •, ,� 1 a s X 107 0 106 0 1 09 • ... . � . 105 .•• 022 Pump 0 65 0 66 0 61 0 68 0 69 0 70 0 11 a 72 1oD 0 101 0 1 02 0 103 0 1 04 • 0 . ... �• • . . 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P. 5 Co k P. 3 �W N -� (W, P. 3 0 0 D 1IBLE 3 A G= 0 ' TO W. , DESIGN STIFFENER co z a th -1 ri /16' G= 0' TO 1 /16' .. IV I iv O O WELD SI ZE FROM TABLE 2. o TABLE 2 -1 FILLET FULL LENGTH ONE SI DE, o �, FILLET BOTH SI DES OF STIFFENER (W P 6 IW P. 1 I a n ° iW. P. 211/8' TO 1 /4' 0 O TWO INCHES FROM FLANGE. k P. 4 , W P, 2 DETAIL B WELD SIZE AS SHOWN i , OTHERWI SE REFER TO TABLE 2. . DETAI L ' B' DETAI L • C' DETAI L ' D' SECTI ON ' F' $ECTI ON • H' i 3/16' w 4 A 3/16' 4 • • • 3/16" 4 , 3/16' 4 DETAIL ' B' - - - - - -- - - - -- - - - - - -- DETAI L ' B' * F' 1.5 ' F' ,H, DETAIL 'C' 3/16' 3/16' Ir I / • . 1. 5 - - -- - - - -- - - - - - -- - -- - -- -- ;:- _ _ _ " _ 11167sr 3 /16'1. s I DETAIL ' D' 3/16' ► P ; ` W. R. ,� • GENERAL NOTES: v. P. 1 TABLE 3 TABLE 3 1. ALL ... , • BY-FRAME WEB kosL WELDS A PURLI B& CLIP I IW P. 1 ( O DE Y NUOUS TA BLE 3> V3 2. INCREASE FILLE SI ZE I F B _ FLANGE BRACE CLIP ■ - GAP AT ROOT I S 1 /1 6'. OR GREATER, BY SI ZE OF GAP. 3. ALL FI LLET WELD LEGS 3/16' 4 • "" ARE OF EQUAL SIZE. 3/16' 4 3/16' 11 ,. 4 I DETAI L ' C' _ 4. FOLLOW APPROPRI ATE 3/16' 4 • • WELDI NG PROCEDURE (W. P. ) �� DATA SHEETS FOR ALL WELDS I- LT .• 1 DEPENDING ON PROCESS, JOINT TYPE, WELD TYPE AND AVAILABLE EQUI PMENT. REFER TO WELDI NG STANDARDS MANUAL. • . • VELD OPPOSITE 'SIDE 6" EVERY 24' PURLIN 8 GIRT CLIP FLUSH TABLE 3 • • • SUN WELD PROCEDURE TABLE FI LLET SI ZE ( SEE NOTE 2) PROCEDURE MATERIAL F. .C. A. W. V P. I . D. # DESCRI PTI ON RANGE VEB TABLE 2 THI CKNESS S A. W WELD ON ONE WELD ON 1 SUN F -1 F. C. A. W. T OR CORNER JOI NT 1 /8' - 1 /2' SI DE ONLY BOTH SI DES 2 SUN ES -1 S. A. W. - F. C. A. W FLANGE SPLICE 3/1 6' - 5/16' FLANGE FI LLET SI ZE . 1 345 1 /8 3/1 6 • . • 3/1 6 3 - SUN FS -2 S. A. W. - F. C. A. W FLANGE SPLICE 3/8' - 1 1/2' THICKNESS ( SEE NOTE 2) . 1 799 3/16 1/4 • 3/16 4 SUN F -2 F. C. A. W. BUTT JOINT 1 /8' - 5/16' 3/1 6' -1 /4' 1 /4' 1 /4' 1 /4 5/16 ..3/1 6 5 SUN F -3 F. C. A. W. BUTT JOI NT 3/8' - 1 1/2' 5/16' 5/1 6' 5/1 6' 1 /4 5/16 3/1 6 6 SUN F -4 F. C. A. W. T OR CORNER JOI NT 1 /2' - 1 1/2' 3/8' 3/8' 3/8' 5/1 6 3/8 3/16 7 SUN S -1 S. A. W. T -JOI NT BEAM WELDER 1 /8' - 1 /2' .3/8' USE WP -7 1 /2' 3/8'* . 1/2 1 /4 8 SUN S -2 S. A. W. BUTT JOI NT 1 /8' - 1 /4' DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE: OWNER : DRAWING NO. 01/28/02 1 REVISED OLD STANDARDS TO 12/03/97 1 014 s' 2 002 MORGAN JOB NUMBER ROAD SUN BUILDING SYSTEMS MEET NEW DUALITY STANDARDS AH ; SUNNYSIDE WA. 989x4 LOCATION FIL N AME CHECKED . CVBRFT-2 i (509) 839 -7000 gpq 239 FAX (509) 839 -0383 WELDING STANDARDS SHEET OF THIS DRAWING IS NOT BUILDING S Y S T E �/l S BUILDER DO3 � TO SCALE $OLUT I ONS ♦ •ERV I CE DESIGN LOADS 1 I i . I I I I 11.1 1. li�i1f(iii.� 1j. . 1 1 1 1 . 1, '1 I 0 Inch 1/16 1 2 II • 1 5 6 Y -W f r i rT' r• .11,4tiy I -.s Y . -_� _.:� -. Ili S l 7i 11 6t t iii L -- .- I -- -- -- - V _-__ 1 ICI 1111111111111H IIII1111111101ii IIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIII IIIIIIIIh111111111IIIIIIIIIIIIIIIIIIIII11111111hilfillluiilii !!l .............. . • • c ` TSM GTSM • ' GENERAL NOTES: • ■ k M TABLE 3 I TABLE 3 1. ALL WEB TO FLANGE WELDS � T MIIIII ► YPI CAL TO BE S. A. W, CONTINUOUS . I c=1--• TABLE 2 ONE SI DE ONLY. z G _ p: ' O O 2. INCREASE FILLET SIZE I F '' �� • GAP AT ROOT I S 1 /1 6' OR GREATER, BY SIZE ❑F GAP. Z . P 7 z m , ' el ■ - NW P. 1 r- TABLE 3 3. ALL FI LLET WELD LEGS . ce 1W. P• 5 � c i o (W. P. 3] /1 O :7),__< ARE OF EQUAL SI ZE. N ABLE 3 4. FOLLOW APPROPRI ATE ' Co ■ �0 —1 r G= 0' TO 1 /1 6' G= 0' TO 1 /16' W P. 1 1 DESIGN STIFFENER , VELDI NG PROCEDURE (W, P. ) — 14144 WP1 & V.4 APPLIES. DATA SHEETS FOR ALL WELDS ----}- —I- DEPENDING ON PROCESS, (W P. 6 1 — 0 0 W WELD SI ZE FROM TABLE 2. JOINT TYPE, WELD TYPE FI LLET FULL LENGTH ONE SI DE, AND AVAI LABLE EQUI PMENT. FI LLET BOTH SI DES OF STIFFENER P. 2 (1 /8' TO 1 /4' REFER TO WELDING "-:„ r-• 0 O O O 0 TABLE 2 TWO INCHES FROM FLANGE (�„� p, 4 ! N. ETAI L B STANDARDS MANUAL. I T ABLE 2 �� „/ P. 1 WELD OPPOSITE SIDE Co 6' EVERY 24' ■ SECTION ' F' SECTI IN ' K' SECTION ' H' • I • r � DETAIL 'C' • il --- ■ TABLE 2 GTSM ' 0 � ' TABLE 3 ;,� T DETAIL A N. P. 1 ( • T - - - - -- -- _ I . FI LLET SI ZE ( SEE NOTE 2) '', DETAIL ' B' WELD SI ZE AS SHOWN 03 i� W EB F. C. A. W. ■ OTHERWI SE REFER TO TABLE 2. fi TABLE 3 3 Fr DETAIL ' A' HICKNESS S. A. W. WELD ON ONE WELD ON Al �I 1W. P. 1 1 V3 <FABLE 3 SI DE ONLY BOTH SI DES (W. P. 8 N. P. 3 �W. P. 1 . 1 345 1 /8 3/16 3/1 6 . IN, TABLE 3 . 1 799 3/16 1 /4 3/1 6 'c/r--- IW P. 1 1 /4' 1 /4 5/16 3/1 6 A' GTSM ' H' 5/1 6' 1 /4 5/16 3/1 6 45 3/8' 5/16 3/8 3/1 6 DETAIL ' D' .. 1 /2' 3/8* 1 /2 1 /4 ir. w P. 2 :ly SUN WELD PROCEDURE TABLE 44 DETAIL ' C' 6 1 • PROCEDURE MATERIAL 1 7/16' AND DETAIL ' D' 3 TABLE 3 V P. I . D. # . DESCRI PTI ON RANGE OVER ; 1 SUN F -1 F. C. A. W. T OR CORNER JOI NT 1 /8' 1 /2' 2 SUN FS -1 S. A. V - F. C. A. W FLANGE SPLICE 3/1 6' - 5/16' 3 SUN FS -2 S. A. W. - F. C. A. W FLANGE SPLICE 3/8' - 1 1/2' 4 SUN F -2 F. C. A. V BUTT JOI NT . 1 /8' - 5/16' 5 SUN F -3 F. C. A. W. BUTT JOINT 3/8' - 1 1/2' 6 SUN F -4 F. C. A. W. T OR CORNER JOI NT 1 /2' - 1 1/2' DETAIL ' C' 7 SUN S -1 S. A. V T -JOINT BEAM WELDER 1 /8' - 1 /2 ' TABLE 3 8 SUN S -2 S. A. W. WEB SPLICE 1 /8' - 1 /4' TABLE 2 (W. P. 7 1 - (3/8' MAX. TABLE 2 IV P. 1 I _ FLANGE FI LLET SEE NOTE SI ZE THICKNESS ( 2) • v - 3 < TABLE 3 3/1 6' -1 /4' 1 /4' (W. P. 1 1 - 5/16' 5/16' DETAIL ' A' 3/8' 3/8' 3/8 USE WP -7 — K , u n ' ' DATE NO. REVISIONS BY CHI. DATE DRAWN DRAWING TITLE: OWNER : DRAWING NO. 01/28/02 ,1 REVISED OLD STANDARDS TO MEET - 12/03/97 AH 2002 MORGAN ROAD NEV QUALITY STANDARDS AH FILE NAME CHECKED �' SUNNYSIDE, WA. 98944 SUN BUILDING SYSTEMS LOCATION : JOB NUMBER CEBCOL -2 (509) 839 -7000 THIS DRAWING IS NOT BUILDING SYSTEM FAx (509) 839 -0383 WELDING STANDARDS BUILDER g 1 1239 F SHEET OF TO SCALE $OLUT I ON$ + SERVICE DESIGN LOADS I I i i . 1 I I'I' I'I., i .ii i i l i I iiiiii l iii l i ; i ,. �, 1 , 0 Inch 1/16 1 2 3 ii 4 i `vT 5 6 q Si -^.i�•ilr ' 911- -vrrG T 1 IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIiIIIIIIIIIIIIIIIIIII1IIIIIIIII1IIIIIIIIIIIIII6.111111111111116W' ,A • F • 1 D 02_0019 / D 02_0020 35mm Dra • #236-239 .0 Inch 1/16 1 2 3 d 5 6 ' ;',:t "NXI r'a4r1vrT LII II II LJIIIIIIIIII IIIIII111111II III �IIILLI 1IIIIIII II1IIilI , PURCHASER RESPONSIBILITIES SUN EU[1 S u S J EM S 1. IT IS THE RESPONSIBILITY OF THE PURCHASER TO INSURE 6. THE PURCHASER IS RESPONSIBLE FOR ALL AFFECTS THAT MAY , 6 D (�� L ��- - PACK,,a-E THA T ALL PROJECT PLANS, SPECIFICATIONS, AND APPLIED BE IMPOSED ON FACILITIES, LANDS, ROADS, BUILDINGS, ETC.. lJ UVLI _ _ /'='► DESIGN LOADS, FULLY MEET THE PROPOSED INTENT AS WELL AS LOCATED WITHIN THE PROXIMITY OF THE NEW STRUCTURE, BY THE COMPLY WITH ALL APPLICABLE REQUIREMENTS OF ANY GOVERNING NEW STRUCTURE, AFFECTS INCLUDE BUT ARE NOT LIMITED TO — AUTHORITIES. AND TO OBTAIN THE APPROPRIATE APPROVALS AND /OR SNOW SLIDING, OR DRIFTING, AND WIND LOADING, SHEDDING, OR BUILDER: STEELCRAFT PERMITS AS MAY BE REQUIRED FROM CITY, COUNTY, STATE, OR VORTEX ACTION. CUSTOMER: HANGER #3 FEDERAL AGENCIES. 7. UNLESS SPECIFICALLY STATED OTHERWISE WITHIN THE SUN BUILDING 2, IT IS THE RESPONSIBILITY OF THE PURCHASER TO COMPLETELY SYSTEMS 'PURCHASE OFFER', THE FOLLOWING SHALL GOVERN: LOCATION: TUKWILA, WA UNDERSTAND WHAT SUN BUILDING SYSTEMS IS INCLUDING OR a) IN CASE OF DISCREPANCIES BETWEEN SUN BUILDING EXCLUDING FROM ARCHITECTURAL PLANS AND /OR SPECIFICATIONS. SYSTEMS STRUCTURAL STEEL DRAWINGS AND THIS PROJECT IS SCHEDULED FOR SHOP FABRICATION AND IS SUBMITTED 3. IT IS THE RESPONSIBILITY OF THE PURCHASER FOR OVERALL PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL FOR REVIEW ONLY WITH THE FOLLOWING PARAMETERS: PROJECT COORDINATION INTERFACE COMPATIBILITY AND DESIGN DRAWINGS SHALL GOVERN. BASIC BUILDING SIZE: SPAN 63.17' x LENGTH 30.17' x EAVE HT, 23'7 3/4' CONCERNING ANY MATERIALS NOT FURNISHED BY SUN BUILDING SYSTEMS b) SUN BUILDING SYSTEMS QUALITY CRITERIA, ROOF SYSTEM: R36 COLOR GAUGE 24 WITH THE SYSTEM TO BE FURNISHED BY SUN BUILDING SYSTEMS. STANDARD PRACTICE, METHODS AND TOLERANCES. WALL SYSTEM: W36 COLOR GAUGE 24 THE SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE c) WHEN WINDOW AND /OR DOOR OPENINGS HAVE A TRIM: COLOR GAUGE 24 BETWEEN MATERIALS MUST BE FURNISHED BY THE PURCHASER COMBINED AREA GREATER THAN 15% OF GROSS WALL AREA DESIGN CODE: UBC EDITION: 1997 PRIOR TO RELEASE FOR FABRICATION, OR THE DESIGN ASSUMPTIONS ON ANY WALL, AND THE BUILDING IS DESIGNED AS LIVE LOAD (ROOF) PSF STRUCTURAL DEAD LOAD 5 PSF OF SUN BUILDING SYSTEMS WILL GOVERN. 'ENCLOSED', THEN THE WINDOWS AND OR DOORS SNOW LOAD 25 PSF AUXILIARY DEAD LOAD 3 PSF 4. IT IS THE RESPONSIBILITY OF THE PURCHASER TO VERIFY ALL DESIGN REPRESENTING THE EXCESS ABOVE 15% SHALL BE DESIGNED SEISMIC ZONE 3 Z = 0.3 I : 1.0 CRITERIA INCLUDING DEFLECTIONS AND NOTIFY SUN BUILDING SYSTEMS AND DETAILED FOR APPLICABLE LOADING, BY THE PURCHASER. WIND DESIGN: SPEED ZONE: 80 MPH, EXPOSURE: C I : 1.0 OF ANY DISCREPANCIES OR INCONSISTENCIES PRIOR TO RELEASE d) THE SUPPLYING OF SEALED ENGINEERING DATA AND WIND LOAD UBC qs Ce I 19.60 PSF FOR FABRICATION. DRAWINGS FOR THE METAL BUILDING SYSTEM DOES OPEN: MEZZANINE FLOOR 5, THE PURCHASER IS RESPONSIBLE FOR THE ACCURATE SETTING NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT ENCLOSED: LIVE LOAD PSF OF ANCHOR BOLTS AND ERECTION OF STEEL IN ACCORDANCE WITH SUN BUILDING SYSTEMS OR ITS DESIGN ENGINEER PARTIAL: X DEAD LOAD PSF APPROVED DRAWINGS ONLY TEMPORARY SUPPORTS, GUYS, BRACES, IS ACTING AS THE ENGINEER OF RECORD OR DESIGN LISTED BY BRAUN INTERTEC FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE PROFESSIONAL FOR A CONSTRUCTION PROJECT. THESE STANDARD ALLOWABLE DEFLECTIONS: PURLINS: L/240, GIRTS: L/240 ICBO APPROVED FABRICATORS REPORT NO. FA -348 . ERECTION OPERATION WILL BE DETERMINED, FURNISHED AND DOCUMENTS ARE SEALED ONLY AS TO THE COMPONENTS FRAME DEFLECTIONS: DCLU APPROVED FABRICATORS ID. NO. 7241 =� •�•- , PRIMARY AND END FRAME DEFLECTIONS BOTH HORIZONTAL CANADIAN WELDING BUREAU CERTIFIED. NO. Y53 INSTALLED BY THE PURCHASER. FURNISHED BY SUN BUILDING SYSTEMS. AND VERTICAL ARE LISTED WITHIN THE 'STRUCTURAL CALCULATIONS' PACKET A� LI; _ e) ANY FIELD MODIFICATION OR ALTERATION, OR THE ATTACHMENT 0S d I-./ ' ` ` OF ANY EQUIPMENT OR COMPONENT TO SUN BUILDING SYSTEMS GENERAL NOTES: o , sv �, , c__1.1 ', , METAL BUILDING SYSTEMS, OR THE OMITTED INSTALLATION A.:- f/4 ,c OF ANY SPECIFIED PARTS OR PIECES, WITHOUT THE EXPRESS I. MATERIALS ASTM DESIGNATION I �;V ' : 4. '^ WRITTEN APPROVAL OF SUN BUILDING SYSTEMS SHALL VOID - HOT ROLLED MILL SHAPES A572 -97 GR.50 FY - S0 ksi MINI H T R 'Y , o 97 . ANY AND ALL WARRANTIES. O OLLED F L AT B AR A529 -96 GR. 5 0/55 FY - - 50 ksi MIN '� - c .STE �' \, �`''' F) ALL STRESSES AND REACTIONS LISTED WITHIN THE STRUCTURAL STEEL PLATE A572 -97 GR.50 FY = 50 ksi GR. 50 ' i'467l ��, $4'. "' DRAWINGS AND STRUCTURAL CALCULATIONS, HAVE BEEN COLD FORMED LIGHT GAUGE SHAPES A507 -97 SS GR.50 FY = 50 ksi GR. D �Pt 2 2 °02 b:; `��'" �"� � REDUCED 25% AT LOADING COMBINATIONS THAT INCLUDE COLD FORMED LIGHT GAUGE SHAPES. GALV. A653 -97 SS GR.50 FY = 50 ksi GR. D 1 EXPIRES 1 2/26/ 03 I WIND OR SEISMIC FORCES. ROOF & WALL SHEETING A792 -97 SS GR.50B FY = 50 ksi GR. D 26GA ROOF & WALL SHEETING A792 -97 SS GR.50B FY = 50 ksi GR. D 24GA BOLTS A325 -97, TYPE 1 PURCHASER APPROVAL: COMPANY: STEEL PIPE A53-97 GR.50 FY = 35 ksi MIN, STRUCTURAL TUBE A500 -98 GR B FY - 46 ksi MIN. I (WE) HAVE REVIEWED ALL INFORMATION CONTAINED HEREON AND SIGNING PARTY: CABLE A475-90 HAVE FOUND IT TO BE CORRECT. ACCURATE AND CONSISTENT WITH MY (OUR) INTENT AND PURPOSE. I (WE) HEREBY REQUEST FABRI- 2. PRIMER CATION BE COMMENCED. AND ACCEPT ALL PURCHASER RESPONSIBILITIES. TITLE: SHOP PRIMER IS A RUST INHIBITIVE PRIMER. THIS PAINT IS NOT INTENDED FOR LONG -TERM EXPOSURE TO THE ELEMENTS. I (WE) FURTHER STATE THAT I (WE) ARE AUTHORIZED DATE: 3. A325 BOLT TIGHTENING REQUIREMENTS TO PROVIDE ACCEPTANCE ON BEHALF OF THE LISTED COMPANY. ALL HIGH STRENGTH BOLTS ARE A325 UNLESS SPECIFICALLY NOTED OTHERWISE. DIRECT TENSION CONNECTIONS UTILIZING A325 BOLTS ARE IDENTIFIED BY ' I '. BOLTS IN THESE CONNECTIONS ARE TO BE INSTALLED AND TIGHTENED USING THE REVISIONS: ' TURN-OF -NUT ' METHOD IN ACCORDANCE WITH SECTION 8.(d) 1 OF RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING JOB NO. ASTM A325 OR A490 BOLTS (11/13/85). ENDORSE BY AISC. IT IS THE BUILDERS RESPONSIBILITY TO ASSURE PROPER /I' /c) Z TIGHTNESS. 0 2002 MORGAN ROAD SUN WA. 9 8944 ALL OTHER BOLTED CONNECTIONS UTILIZING A325 BOLTS ARE SHEAR /BEARING CONNECTIONS. BOLTS IN THESE CONNECTIONS <so9) 839 - 7000 B04239 ARE TO BE INSTALLED AND TIGHTENED TO SNUG TIGHT CONDITION IN ACCORDANCE WITH SECTION 8(c) OF THE ABOVE B U I L D I N G SYSTEMS - FAX (509) 837 -8064 REFERENCED RCSC SPECIFICATION. THREADS ARE NOT REQUIRED. BY DESIGN. TO BE EXCLUDED FROM SHEAR PLANE. UNLESS SOLUT I ONS + .S E RV I CE SPECIFICALLY NOTED. I I I I I 1 I I' I'I'I I „ Illiiiiiiiliiiiili I ! I I 0 Inch 1/16 1 2 3 d 6 I 5 I t, ./ �I f ��1n ^ + rV i.n.:: 1 ." ` IiiiIIIIIi IIIIIIIIIIIIIIIIIIIIIIIIi111111iiii ii 1i 111111d 111111llh i iIIIIh i IIIIIII111111111111111111IIIII1111111111111ll11111I11111�111I111ii ■••■••••■- . A , . e I I . - 7' -6' ■ ,43x3x5/16 - 1/2' A325, TYP EACH END 7' -6' . 7' -6' _ • • 7' -6' • • i V • A • 12g 10" CEE • • • 7'-6' — TRACK _1� 12g 10" CEE -- 19' -5 1/2" . , _ V JACK BEAM • • o • • • A • 18'-9" L 4' —ln 7'-6' y' \1, OV LI,44.1. . ,r; , 7'-6' r A 1* .., ;.,, i • �` • y. r Q 8' 12g DOUBLE CEE =, , e A ,.d 361 �� y� am O G :TE G t`J VONA , - _ . . t APR 2 2 7'-6' 121261 3 V I I DATE NO. REVISIONS. BY CHIC DATE DRAWN 'ENG CHECKED DRAWING TITLE: OWNER HA NGAR #3 DRAWING NO. 10/17/01 FILE NAME CHECKED ENG REV 2002 MDRGAN ROAD TRACK DET EX P IRE S YSIDE, WA. 98944 LOCATION TUKWILA, WA JOB NUMBER SUNN BTS F AX 839-7000 @ JACK BEAM B04239 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER ; STEEL CRAFT SHEET OF . TO SCALE $OLUT I ONS + •E RV I CE 19 30 I . , I, i , 1 , f i, . jT,i ,,,, I i I 0 Inch 1/16 1 2 3 4 5 6 j r f Y! 1r��n�►�tr�T + V ' r 1 h1i i i iiIii ii IIIIIIIIIII111111IIIIIIi!I IIIIIIIIIIIIIIIIIIIII11I111111 1111II11I1111 I111I1I11II111I1111IIIIIIIIIIIIIIIIIIILLIIIIIILIIIIIIIIIIil! , J 111=1111111•1111111■Ir III • ANNI>rNI 1 / e' A - — i , 7'-6' — A r-` 22'-9" --_ —__ --- 7 111 G3x3x5/16 � II �--12g 10" CEE 7' -6' 1/2' A325, TYP EACH END 12 g 10 10" CEE TRACK ' . Pr 19' -5 1/2" IC , 18' -9" 7'-6' PORTAL BEAM FRAMES 7' -6' 8 • 7' -6' 7' -6' • 7' -6" . o Ili A S •, )1 8' 12c2 SOUBLE CEE 0 h ..�- • O ,• 7' -6' ��,t ma c - 5` f �' � ' v • `' APR 2 2002 I E EXPIRES 12/ DATE NO. . REVISIONS BY CHI( DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER 10/17/01 HANGAR #3 DRAWING NO. - FILE NAME CHECKED ENG REV 2002 MORGAN ROAD TRACK DETAIL JOB NUMBER SUNNYSIDE, WA. 98944 L ❑CATION : TUKWILA, WA BTS • (509) 839 -7000 FAX (509) 837 -8064 @ PORTAL FRAME B04239 THIS DRAWING IS NOT - BUILDING SYSTEMS TO SCALE $OLUT 1 ONi t iE RV 1 CE BUILDER STEEL CRAFT SHEET OF 30 I . I 1, I I,•I 1 I I i .ii;i l i i i l iii i iiiii�i ,• 1 I , i i i ,.,,I 0 Inch 1/16 1 2 3 4 5 6 1 IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIII1IIIIIIIII IIIIIIIIi IIIIIIIII1IIII1IIIIIIIIIIIIII�IIII�IIIIIIIIIIIIIIlIIIIIIIIll ,_ _ . . . ■ ANGLE TABLE MEMBER TABLE FRAME LINE A & E FRAME LINE A & E 0 I PART LENGTH QNT, MARK PART LENGTH 1 8A -14 14` -O" 9 G -18 1025Z12 32' -6 1/2 2 EA -14 14' -0" 1 G -18A 10250212 32' -6 1/2" 3 SA -25 25' -0" _, 36 G -19 1025Z16 34' -11 1/2" 4 G -20 1025214- 34' -11 1/2" 4 CB -3 1" ROD 35' -2" - 2 CB -4 1" ROD 34' -11" • • • 300' -2" OUT -TO -OUT OF STEEL 60 -0" O 10 ® ® O ® 0 0 Q O 1w 30' -1" 30' -0" 30' -0" 30 -0" 30' -0" 30' -0" 30 30 I -0 w 30' -0" 30' -1" 30' -0" 30' -0" 5" ► ... �... .... .► r.r �— ...i— �.. ..� » e . " 0 . J2 L 1 JACK BEAM PORTAL FRAME JACK BEAM JACK BEAM PORTAL FRAME JACK BEAM .o, M N t N N - .n� ►,4 I I _�i 1 I I I : ° _ RF2 -4 H H H ,." �.I \\ I I RF1 -4 RF4 -4 RF5 -4 RF4 -4 +:-� C G �' -8 11/ RF2 -4 e 2 1 RF5-4 NOTE: 18' -9" CLEAR UNDER PORTAL FRAME AND JACK BEAM i ,...4, i 1, SIDEWALL FRAMING: LINE A ' ' ; z : II ;d .. 36197 ` 11 ) 0 � SST i � _, 5 "x8 "x 1 /4" BACKING PLATE IONAt. APR 2 20 • ' 1 1 " !EXPIRES 12J26/ 03 I 1 300 - OUT -TO -OUT OF STEEL 0 0 0 0 ® 0 ® ® 10 30 30' -0" 30 -0" 30' -0" 30' -0" 30' -0" 30 -0" 30' -0" 30' -0" 30'-1" • 5" 5 " T 0 ® • G -18 I — I — • I _ G -19 _ - G -19 - G -19 I — - G -19 ,_I - 3' -7 3/4" • I G -18 I _ G -20 G-19 G -19 G -19 I G -19 G -19 I _ I G -19 I Cano I G -19 ` G -18 ' 4' -O" _ _ :1 II- ` G -19 W G =:: G -19 I -20 �' 3 4 :: 0 7 .. " ' � 5 "x8 "x 1 /4" BACKING PLATE G- 8A G -20 MM. 1• ' t"' Mimi MEW =Mir I _ -'RT I� ,_"+ i G -18 I G -19 rte 1 G -19 1`� G -19 1 G -19 1 G -19 � � I G -19 I _ I G -19 _ I � I G -19 1 ®� 1 17.\ e 3' -5" N 0 ,� /� /� 4' -0" I `i I to j O I I I I I I I .4J I i "'� 2" RF2 -1 RF3 -1 RF4 -1 RF3 -1 RF5 -1 RF3 -1 RF4 -1 RF3 -1 RF 1 -1 RF3 -1 RF2 -1 TYP. LOCATIONS FOR CABLE SLOTS GIRT 2' -5 3/4} 2' -5 3/4" 2' -5 3/4", __ 2' -5 3/4" 2' -5 3/4" 2' -5 3/4' 2' -5 3/4" 2' -5 3/4" 2' -5 3/4" NOTE: DIMENSIONS ARE FROM INSIDE LAPS 2 —5 3/4' 2 —5 3/4" 2 —5 3/4' 2 —5 3/4' 2 —5 3/4" --I-7 5 3/4" --re —5 3/4' 2' -5 3/4" — 2 —5 3/4" OF FLANGE SIDEWALL FRAMING: LINE D' DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED DRAWING TITLE: OWNER : HANGAR 3 DRAWING NO. 02/11/02 FILE NAME CHECKED ENG REV 2002 MORGAN ROAD SIDEWALL FRAMING JOB NUMBER SUNNYSIDE, WA. 98944 LOCATION TU KWILA, WA SF (509) 839 -7000 THIS DRAWING IS NOT BUILDING SYSTEMS FAX (509) 837 -8064 B04239 • TO SCALE iOLYT 1 ONi t SE RV ups BUILDER : STEELCRAFT CONSTRUCTION SHEET OF 20 30 , , i I j ;'; I ;i;i•, „ 1 ; 1 ; ; ; 1 iii i iilii• 1 i i. ,., ,, J , 0 Inch 1/16 1 2 5 6 . 1 •v'• _ Tr r rr1 wrr s t v t f, I — - ___ _ __ ___. _....__ _. _ _ _ __ ..` _ .- ' I��IIIIIII IIIIIIIIIIIIIIIIIII�IIIIIIIII IIIII�IIIiII111I11I IIIIIIIIIIIIIIIIIIIIIIIIIIIIi1IIIIIIIIIIIIIIIIIII�iiII�IIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIII F • D 02-0019 / • D 02_0020 35mm Dra • #240-241 I , I 0 Inch 1/16 1 2 3: d 5 ■ Z q AtAR ` L_t �'' — _ �: L WAY SO % _ ... , • 7- .rx„' 8 " ` ,.. ,. .. e ., `7' � -- a a ar ... a � ... _ .. _ �-+` �.,�•-- .r�„�"w"-`-^.•�..- �„""�- �,+• ._ = ," q �I I"..� 1 _ ` .it , :_... / I —� ��-�_ — _1-�.� = ........ a s a .,,C 11U ^ �! � .... 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CFS- 1 __I , + ________ �rs� ss- e- � sasx`3sZ. r �- � � � �t�� EAIS —� �� t I I =FT � 1 CFS ____7 AREA 14� • 9 SQ FT ,. 5 --. _._. _. __ �- - -: , 1 . D \ __- 555 I " - l _ I _ 5- / INLET /10 k_ I ._ . ..,_ , EXIST INLET I _ _ _ __. CB X11 AREA 11537 SQ FT / ` AREA 13860 SQ FT I AREA 9133 SQ FT Q25 = 0.37 CFS ( 1 Q25 = 0.45 CFS L Q25 = 0.30 CFS f -. I 1 J 1 DRAWN BY DESIGNED BY t REB LAW CALL 48 HOURS -- - _ - _ _ _ _ 3 _ - _ _ - _ _ _ _ _ _ _ CHECKED BY APPROVED BY RJL BEFORE YOU DIG I . DATE IL ? : cOflSU , /flg 1800-424555 5 KCIA LOT 14 IMP ROVEMENTS SHEET Eng/nee�s SCALE 1201 Third AvTfl ue, Suite 9 PROPOSED J 0 B No.: 101183 „ , Seattle, Wasgton 1 DRAINAGE BASIN MAP 1 =100 1206) 622 -5822 Fax 1206) 622 -8130 I S' I i I • I I I,I•l ! li(iiliiiliiI!hIl 0 Inch 1/16 1 2 .3 d Y p� Vii.: %!. I ` IIII II IlI IIIIIII IIII IIII IIIIIII lIII III IIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII( IIIIIIIIIIIIIIIIIIIIIIIIIII iiIII F • 1 • D 02_0019 I • D 02_0020 35mm Dra • #242 I � I II I L , III I I � i • I � • • i I 0 Inch 1/16 1 • 2 3 d 5 6 .'c E Te(Y rT�s rY 5 i a L11111111111111111 11111,1111611111611d . . ........................■............................... ,....... ... ,... • , I .t ,,,........Q.,..„4,41,„.r.....- "It.,,j,,i....A>1., ',::uw:_.4-' A,-14"-'1,,,,‘72,---1,1--H -----------------.: \ 2. --1 :' e --__ --- ........_____ ••=..,..,,, , .,..,, -..__,...-7tizz-L.,,,f__„___ -. - 4 '"*..,....,..- 4R33111.41_ -7...chmvu.vxmr:-.4 Alt1 Y ::4:11,1Tts -- -.......„,{ . .., ....4 , • e .! te ..,...)„,..., '-' ••■■...,...... 2 .--,------,-.....„.. ''* , ,,...L ...........,... e i .., / .4■• t■,L .----.. "-.7::" '.... ''3 u ,..„.;,, ,.. • - .---------_________ 7 .-- --....i.„_ i • N '-'s ...... ----4---- • *. ',.:= rta ,,,, .„ .„ .... It , fi• --------=•,. ---_,....... ---.. - . ,_..... _ .. ..... - --____ 4' ....- '''..'''''''••-,„......,,..,..„_,L, i--,-. :1 i • - - . -----. ._ 't t . ?....2.,,„„*..... ,......,,,, : .. .-.......i.. ' r■-.._ • e+ '"‘".'''" '' " *-1...^ . "1-'.-7"-L i -,* ......... ... ..... ;Z •••:•••••••,.. ..t....., ' ... I ,........, , . ; A 1 , ° ! ANGAR 1 J - 1-- L i* .. - -.7 CEI #1 . • ,____ _ ,...... .: #221 ROOF . 3 AREA 12735 SQ FT AREA 10340 ce is • AREA 12450 SQ FT I , -----.7.-a--4-.-.-., 7 . _ 025 = I GA1 CFS PAREA 070 SQ FT Z 11 025 = 0.40 CFS r i , T "4"1-3- AR LAN EA DSC iagoirr - - - - - -_ __ ___ - - --- - - - '.'" - i•-• , a--. , - SO FT si CB #2 ....... . il . ..... ...,............ ?...-' 2 i 025 = 0.34 , ,i0Q25 4 0.71 CFS AREA/17045 SQ FT - •25 = 1.24 .. , ., - --__ • 1 ... . . 10•,r1, ....NM.. -......"' J 1 : t .: ....! i /./ -,. Q25 056 CFS 16.,...,,,,,,,,,,,..„,„ . . .. _ - --r:ids - ... ' CFS -..., ; H. • RI' ST --- - - /HANGAR 4 LA - ' • ;;.. -.., ---- ---.., • El . il 4 1 . ; . ; AREA 12446 SQ FT - \ \ / i c, I/ 4 I AREA 10865 SOFT - ;-:'_'47t.74.1. \I • 4 Z Q25 - # I ■ o--..... 1.-----. .... .,:..-...::... 0 a .. S , i mut wa..ux ,,,, h , , , 111 Q25 = 0 35 - CFS i ttrLL HANGAR 3 ROOF EAST - - - ......trir.„.....„... .. - 77 4 --•_ -2 1 ,41 Z - _-----.-: i -I . ; ' ."....111 . 11 a... l - 71 '"'"••• .... i 1 i I AREA 11220 SO FT 1 HANGAR 4 ROOF NEST I•4 i Yr i ; i. . AREA 9923 SF 025 = a32 cFs `• I i :t 4 • i .1 .,1 -' 1 Q25 = 0.36 CFS t; , //HANGAR 2 ROOF If IL. WI ' • r 11171115311717" , i 1 i I I ; . i , , "4 sQ \ 1 ,'' ./-/ AREA 15032 SO L---...1 . A i ,..a I AREA 3308 SO FT , „ II 1 ,....,•-' ... ., ., ....„... . ,, b, 1 i ! i I I 1 • , 25 = OA of II 1 J FT 1 '"- - ,._ ---...I CB #15 ls • . I 040 N i - I - - - ,,,• i ,,,,,,,,,' AREA 21140 SQ FT . i .... -. -4 ' . ' 4 .. ,. ...".., ...' , ' I . 1 I 1 I i q i I ?... , 1 1 025 = 0.68 CFS ., CB #18 d L.- -.-- 1 1 i , :-...---- ir .- , , . , 1 . 1, i!, 1 I CB 14 -*MR. ; AREA 1426 SQ FT ' . • i i I , , // CB #6 AREA 25597 SQ FT . 025 = 0.48 CFS • Ii :. P • i 1 ,.. i i .1 ; 1 J 11 ' AREA 18532 SQ FT CB #12 Q25 = 0.133 CFS , i . ____--- I I I i I / / I % 025 = 0.60 Up. AREA 15591 SO FT 1 i t 40 ,,, • _. ----------- I 3 1 s : 1 I i ----- ' 1 I 1 I 1 i j 1 I Q25 "- CFS 1 _,.,-...-- - CB #19A i i .,• ..----.^- . ....4 - --'-'-:--- .4--- _ ..... _. I I . / I i AREA 21157 SO FT .11 / ; --------- - i / "I. • I i I / t „.,,,, .........._ ..■• all somi . i 4 • I ...,,. ........ f Q25 = 0.68 CFS 1 g I 1 I / I • j r , CB #13 - ....mum.. ,---________ 11 ,../ / /'' ' I 1 ; 1 1 ! . i i : :. AREA 18255 SO FT i .... 1.-, ...." 1 I , . 025 = Q,59.CFS--s"' " ..--„,.. 1 ...... .....1 e ...,..------- 24...-g:--, - - , . x,,, ., • mem. a - 11M1■,--.....„...0.• -..... .------"---- 6 ..-,- s ------"-------71 : . EXIST CB .. i r CB #20 r- m • '-------; e .4 I _ ' ; .. ..4r..,fttliffin . . -.4 ,-• - = , j tEFEESMEWA, = = = = Z.'.. z.-- 41--._ AREA 17773 SQ FT .; sus i AREA 16026 SQ FT i ------ ; ; --- il --_._ - / ' I ----- t. i 1 ; .,-45,5-- DOR CB - - I 8 ilinil ilr I i immi r l. " 11111.17 =1 ) 1 ' 0.58 CFS • 025 = 0.52 CFS =Ar l i : f , ... zoom 1,611111111 ' -. ) i Itill**140■1' ' 14444245RE --- --- 4. -..........-.....--....e - •;•;•....„._.........__. 111011r- -..... t _ ._.L._._ L :L_ ,, ___ 7 f 1 e r ,________ A 4 `,, -.-r --..,......... 1 -----....,,, ...., ---,, .1 <-' ‘ \ \,,,,,, 1 ; „., .. / ..., N 1 -4 k 4 - - - -Jim .V9a1:111 A N , \ `, le .. •• s I .............-----.2 ___.____/ \ ' ---- : 1 nr-muart4:-- -- - - ''..--'-----. ____. ,,,,- I - ---m ; „________ i 3, 1 1 \NLET gm ,, I EXIST INLET • ' i P -441111111■-- . .. . _ CB #11 AREA 11537 SQ FT AREA 13860 SQ FT / AREA 9133 SO FT Q25 = 0.37 CFS ,•■•••"" .••••• I . I 025 = 0.45 CFS Q25 = 0.30 CFS 4 . 4.1■No •■••■■ ■IIMIIMND ■•• .=111111/■11■0 .111■ ■IIIMIIM ■•••■■ •■•■•■ 4111■11. ••••••••■ ■ 1 1•1111■ ......*". . . . # 14 1 • / / DRAWN BY DESIGNED BY ____ REB LAW - - - - - -- - - - - - - CHECKED BY APPROVED BY f EFORE YOU DIG ALL 48 HOURS RJL BEFORE j . DATE KCIA LOT 14 IMPROVEMENTS .,,,,„,,,,:,,,o.,....,. ,,,,,,, ... _. SHEET _ . . TE 1_800_424_5 .,„: , , . 4. ,r .,,,6 „:,,.1 - . ,, - 'it Consulting Engineers eattle J 0 B No SCALE. . 1201 Third Avenue, Suite 01 900 PROPOSED DRAINAGE BASIN MAP . . • 101183 S, Washington 981 1 H =100' (206) 622-5822 Fax (206) 622-8130 • ; iiii; i 1 I 1 1 . . '. 1 1,.'1'I'l'i'i'l i:;'1 , ,'I'''!'1 1 I . • 1 ,. , i . , • , 1 1 I 1 ' ,, I • ' Li Inch 1/16 1 2 4 5 6 . ..... • . . . , ,W.Pcrirrivivre . . , , V y . .11.46...: 7 i . 1..,4 ....... ..2. 1. . . , ' . . • gi VE U, 61 ? .1‘ - Or 1 . 71 2 --- ---- V - - ---- o . . . , . . v , . IIIIIIIIIIIII.IIIIIIIIIIIIIIIIIIIIIIIIIII IIII!IIIIIIIIIIIIII 111111111 111111111 111111111 11111111111111IIIIIIIIIIIIIIII I IIII,IIIIIIIIIIIIIIIIIIIIIIII , A ........... . File• • D 02_0019 / D 02_0020 35mm Dra • #243 I i I 0 Inch 1/16 1 I I 3 d 5 6 r / - W1r ^►��nivvr y'r A.4tiy a: s 0 ` IIIII�IIIdil .11�lllllllll�lllllI II Il_ IIIIIII�IIIII ;III�IIIIIIIII�IIII IIIIhIIIIIIIIiiIII III ii IIIIIIIIIII�� ■■■ , • • GENERAL NOTES: 1.) STORMFILTER BY STORMWATER MANAGDAENT, PORTLAND, OREGON (503- 240 - 3393). 2.) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE MANUAL FOR DETAR.S. 3.) PRECAST CONCRETE VAULT CONSTRUCTED IN ACCORDANCE WITH ASTM 0858. 4.) EXTERNAL PIPING AND COUPUNGS PROVIDED BY OTHERS. 5.) F COUPUNGS TO BE SET 18' OUTSIDE FACE OF WALL FERNCO OR ENGINEER APPROVED. `6.) SEE PRECASTSTORMFILTER DATA SHEET FOR VAULT DIMENSIONS, ELEVATIONS AND NUMBER OF CARTRIDGES. 7.) BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF FILTER AS SHOWN. - SEE PRECAST FILTER DATA BLOCK FOR BALLAST WIDTH AND HEIGHT' DIMENSIONS. • • OUTLET PPE (BY OTHERS) OUTLET PPE ANTI-FLOATATION (8Y OTHERS) Iii (BY OTHERS BALLAST i1 ) r n • C • ONCRETE VAULT g .• : • I I 1:.:1 oilur /iil_•;I /iiII!// � /iilliiI.�7//1I!': •I �! ; ')I; % 1'- :' : =1 // /,Ili' /r. • ; ) / j + /,/\ /,.r / �i%; / /, \ / / / ; , /i� /ir % ;'i / % 1 • IIII A ir .-;,, /::,.-_,-,,,,/,;,,-_,. ,,,::-(-„,---, ,.7:;-,>, ,- ;Fifr> � // . _ /� / �� • , - /' /% ; %/' c � , / %' , / "RI 11 I / //i % //, U/' 1:. % / I I /, U/ ■ ' /, I I !/% • • i / //, 1 1." / •X I % //, 1 / //i 1 ,...1 �i . {Y allll w. _ .-- � .; ,/,l\- z:t: /j %��,, , /j / / i 1 x 1' SUMP ‘ / w �, ,, �, I % m � � _ ,. _ _ ;, � __ � ` ; ' ; � zi � / � % / : ; - /�� x /�� /�!! %� �� / / wi �' X 1' SUMP s// ' 'T% /� / % : �i % ! i / �'� //� / - .. % �_� % l �,1 • 3JiI �i'_' ':iw If / /i /:iii/ YL�;•;vi /�:L; / /,�':I:� / /II % / /,' �I ;,<7,11" ' ,/ ,/ i11111111111 � /////%/Z//17 /�,• r �� ,1 1 1 FLEXIBLE COUPUNG M. / /. // / , j� / /r /' /// 1.. O �� / �� {� / %�� /� / /�� IIIIIIIIII� I �1N 1 �1 /i %/ /, / /. %iLlliiia % /ill / / /..'I % / / / / Ilii /,�':I �G� 11111111111 .,...��.. •.,. �.� �� •,.,, .�.� ,, / //2A<//, �/ / IIIIIIIIIII ) S 1' -6' -10 \',/ / / / / -� \ \/ j %� /� jj _ minim' I PIPE Z 1�0 -- .�\ � _ / / /�\ _ nnlmm� • I . I I ' ,/� // j \ / � �� I;II IIIIII Li. -• / / � T /�j 1 _ BY O THERS • yiiitlia I cuunln ( ) ? l�1n1111111 1�� 1 :�1� „ , / . nnun 10 �hi / / i //� I // I;• % / /11 //i I'•:L % //I I / /i l j ) nnnlulr I { ,I —Ili _ / /� / /� / % ; !Illll unnl n lilll 1 � �� / /// /// / . I� —�I� i �l llt 1'I' /.i ._ / / ■ I��1 0 O EMU / /// `// / IIIII IIIIIII I/ :I: % li %/ I�.I % ,ni •nII��. �r..7 /�� \� ��/ � t unmuu l '' ,/ iliiiiiliii r..... ..... mia \ \� �T /.\ \ \ \�� \� \T/ \ .�T�� \ \\ \ ∎j \ \�� / \ \ \��unnlnnl . /, / �— - -.� ` \ � nn Z I \ a' '//� �� /;-,,,,..,-/„,,,,„:„.\ /i / /,, /, /,''' ; I r Inn l 111 l ' i� C mil I \ \\ :I �\I I�\\ I. \.\III\\' •I:.wii.. , .,I \ . \ III111111111 CONNECTION/ r� // I ' / jji , . /,� , (� a \\ \ ' a��11-\\' ,:' :,- II \ . - - ' \ • ■ �� \ \ \ \�� \ \� yA� \ \ \�� /I \1 \\� / �� \�\� �� \` \ I I I I I I I 1 0� CONHE I I l l l 1 1 //i :Iii' ': •„, I. I iii I I v /i.l I.7ii I vii ..I, iii.: I iii I' I I I I11I I f w •11ur � � - %:. % .� - ; \j \ • / ∎ \ ` i�s \ \ -- ( OW OVERFLOW PPE i _ ; _ ; _: „ .;:z/ . . , _(>____ 72. 1....., ` / /�� /,,►,' % i / // ��',. - /, /J Innnli C 7IIIt 1 111111.AV`Ix,V \.' :A�1 , \ \III':. : ":C. , //' i i ,� � r . vv. y�: I • I I ..:I : ?a I 1:‘,..;:i . I V \V I I V� v � / �� . /�� %i, v / / I %/ �/, A i rii �, 1 LL1 \ 0 11 I 1 I I / / ` T /,,, � T/ `I '�;Y;,,� INLET MY N °x \ \ \ \ \ 5 \ \ \ \ \ \ ` j ' \ . \ \` l •`:; \ \;:-'/A„,\\, . \ \ \ . \ • ' /i " I '///, 1 1 ' //, 1 :•; I / //. 1 I //// 1 . : I // I • I / //, 1 I //i I •: 1 % //, 1 I / /•i 1': 1 \ Q • PIPE RAM- FLOW • ale e . , I- 1113 • tO .41 I X mo■IN1 in mosomosommuyffym • ' • • 0 3 .4 C c • C z OURFT PIPE (BY OTHERS) �� cis ea • • az 8'X16' /8'x1 6' PRECAST STORMFILTER PLAN VIEW Y. SCALE: N.T.S. • i • 0 3 -3'x3' DIAMOND PLATE DOORS (TYP) TRAFFIC BEARING UD (TYP) 3 -3'x3' DIAAIONO PLATE DOORS (TYP) TRAFFIC BEARING UD (TYP) 4 � t • ca us • 1 LADDER (TYP) JOINT SEALANT (TYP) •' _� :I FLEXIBLE > > > > > > ' -- - --3' -s 1/2' '7��7��e� - / XIBLE COUPLING 3' -9 1 /2 • RADIAL FLOW • 3' -9 1 /2' (8Y /OTHERS) 1'-6'i • 1 is • CARTR (111 • — ki ' 1111111 _ _. a a • • j j / j j j j j '� , j j : � j I � � uu / 10' CONNECTION/ 1' -8 I / / / I / / u O V ERR FIOW PIPE % %1 I % / , ■ liiiiii ~ • �__J111��Iii i •l ©i i I.'�1ui■1•1 • ' ®x.45 (� ) / // uuuun •. • ■ a • :• a tCJ1Ui�lll�t ■1�r1 ©t ■1�u1� 0 :....r."....:::.•::::•::: PIPE MANIFOLD (TYP) . ' a ! . •' ' . •'.. ! , ■ o � \ �i I ENERGY DISSIPATER (TYP) :-.":::!•:::!•-•:?..:- : . • _ 7:-:..7:-.•:?.:-::- g INTERIOR WALL (TYP) � i / � // �. / / � / . 4/ ' � \7\ • � /\\ ice \.�\i / � \, \ \\; c 3 3 O C 8'X16' /8'x1 6' PRECAST STORMFILTER — SECTION VIEW • A —q m a SCALE: N.T,S• , B m Thy =RI/WATER MANAGEMENT g o Stor@f i Ter __, U.S. PATENT No. 5.322.829, 1— No. 5,824,576. AND OTHER U.S. La N. e••• AND FOREIGN PATENTS PENDING jn — FOREIGN • I 1 1 I I'I I I •1 i 11ll� 1111 41,111,11 , ., X 1 1 1 1 1 I I I I 0 Inch 1/16 1 2 3 1 5 6 SL ii[ fit. LI ' I i }f _ __ _ ij 2 II. I L l 0 - t I III IIIII IIIII��II��II��I��IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIil�IIIIIIIIIIII I III1IIIIIIIII1IIII III1�� ' F D 02_0019 / D 02_0020 35mm Dra • #244 1 1 1 I I 0 Inch 1/16 1 2 3 d 5 6 Y • AY/1r ^TrY rrr r ♦ �.� 1 -,,,a Vi U t 4 _ ._. �)I Z �" _ S V L L `� .__ 0 ��i�iliIII VIII III IIIIIII I IIIIIIIIIIIIIIIIIIIiIIIIIIII 1111IiIII 111111111 111IIiIId11111111I III liII IIIII IIi I . kpff Consulting Engineers . Notes: System below is left as an example. Clear all cells not locked to begin new system calculations. All cells not locked require a value to be Input. Spreadsheet Is designed for system to be laid out upstream to downstream rather than downstream to upstream. BACKWATER CALCULATION SPREADSHEET Project Name: KCIA Lot 14 Designed By: L.A.W. Job Number: 101183.00 Checked By: Conveyance System Information Outlet Control Inlet Control Headwater Summation Pipe Segment Surface Total Length Pipe "n" Up - Up- Down- Down. ^ Pipe Barrel Barrel TW Critical Critical TW Friction Entrance Entrance Entrance Entrance Exit Outlet Inlet Inlet Control Entrance Bend Bend Q1 Q V Junction HW HW Ovel CB /MH # CB /MH # Flow Flow L Size value Stream Stream Stream Stream Slope Velocity Velocity Elev. Depth Depth Check Loss HGL HGL K Head Head Control Control Control HW Veloctiy Kb Head Head Elevation Overtop toppii Upstream Down Q Qtot D Invert Rim Invert Rim Head Ratio Elev. Check Loss Loss Elev. HW /D Elevation Elev. Head Loss Loss Check Chec CFS CFS FT ' IN FT FT FT FT % fps ft FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT CFS CFS FPS FT FT FT 19A 19 0.68 0.68 180 8 0.012 12.19 15.33 11.41 15.45 0.43% 1.95 0.06 12.60 0.98 0.65 Okay 0.48 13.08 13.08 0.20 0.01 0.06 13.15 0.80 12.72 13.15 0.00 0.02 0.00 13.15 2.18 Okay 19 18 0.84 1.52 55 10 0.012 11.41 15.45 10.95 15.37 0.84% 2.79 0.12 12.27 0.98 0.82 Okay 0.22 12.49 12.49_ 0.20 0.02 0.12 12.84 0.80 12.08 12.64 0.06 0.30 0.02 12.80 2.85 Okay 18 16 0.46 1.98 155 10 0.012 10.95 15.37 9.70 15.60 0.81% 3.63 0.20 11.O8 0.98 0.82 Okay 1.07 12.14 12.14 0.20 0.04 0.20 12.39 0.80 11.62 12.39 0.12 0.02 0.00 12.27 3.10 Okay 16 ex mh 0.68 2.66 100 15 0.012 9.70 15.60 9.28 15.57 0.42% 2.17 0.07 11,04 0.98 1.23 Okay 0.14 11.18 11.18 0.20 0.01 0.07 11.27 0.80 10.70 11.27 0.20 0.04 0.01 11.08 4.52 Okay ex mh 13 1.88 4.54 100 15 0.012 9.28 15.57 8.61 • 14.18 0.87% 3.70 0.21 10.44 0.98 1.23 Okay 0.42 10.85 10.85 0.20 0.04 0.21 11.11 0.80 10.28 11.11 0.07 0.06 0.00 11.04 4.53 Okay 13 27 1.09 5.63 100 15 0.012 8.61 14.18 8.36 15.03 0.25% 4.59 0.33 7.74 0.98 1.23 9.60 0.64 10.24 10.24 0.20 0.07 0.33 10.63 0.80 I 9.61 10.63 0.21 0.09 0.02 10.44 3.74 Okay 27 Outfall 3.50 9.13 100 18 0.012 8.36 15.03 1.79 _ 15.70 6.57% 5.17 0.41 7.75 0.97 1.46 Okay 0.64 9.86 9.86 0.20 0.08 0.41 10.36 0.80 9.56 10.36 2.62 0.02 0.00 7.74 7.29 Okay • , r-- KCIA Backwater Conveyance Calculation II.xls 3/20/02 1 l I I � I I i 1 . 1 i�iiiiiliiiiiiiii i i , { I ^. • I I I ■ 1 1 I I 1 I 1 I 0 Inch 1/16 2 3 d 5 6 I zr -war wy d gi V1 1 --Ti Z -- .. �� Gt � U �` � L t 0 1 II JiiIIIII 11 IIIIIIIII IIIId iiI[ii.iilIiiiliiiiiIIIIIIIII' 111111111 IIIIIIIIIIIIHI111111i ii► 11I11iiliiiiliIIIIIIIiliiiiiIIIIII II , iillii►IiiIII F • 1 • D 02_0019 / • D 02_0020 35mm Dra • #245-248 I '1 1 i i •i I II'I 1 I "I I I iil liillliiliillili iii I I! I i I 0 Inch 1/16 1 2 3 d 6 v 1 I _ I 0 l �IIII�IIIIIIIII�IIII IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�ILII IIII1IIIIIIIII1IIIIIIIIIiIIIIIIIIIiI III IIIwIIIIIIIIIIIIlilllll� �LIIIII IIIIII�I II I I .- -- --- .- .- .600 -- - - -- A • - __ „. __ _ - B-13 ' \ ` / B -12 -:- \ . —. \ // a\ '_ — - .--�- , \ � --'� , i A , ■ APPROXIMATE PROPOSED ' r. •''�� HANGAR LOCATIONS ■ .----::--- ---.. --- , \ . isi,‘‘ ,-- \r- i kN , `,‘ \ \ \.\\`‘,\\., ..... ,\\ ---- ■ --- V■ \ \ 's \.\ ' A : P1 Existing \ # i \ `v��d ®� `� / APPROXIMATE PROPOSED / LEGEND B 5 a 1-Story Building RELOCATED HANGARS ^! r �� ,.� Borin Desi patio Y ® � ®�� - � �B -$ A AND B LOCATOINS B Appromate L d \ ` ` ` � v tA Subsurface Profile Designation \ \ and Approximate Location • ■ \ \ \/ ` , / -/ .,. \ B -11 r A \ _� APPROXIMATE PROPOSED - a 3 / NOTE / HANGAR LOCATION r - ,.r' .� Figure based on electronic file g ,r''\ ,- a� Pa provided by Bush, Roed & Hitchings, `" ` B ' / / / - tee / Inc. entitled "2001047.dwg" and on o `� ,.--- ® � ,� ��`r /,. electronic file provided by KPFF v ` \ �\ ®® Ga v Consulting Engineers entitled o \ �� `•�' � /,,- "KCIAxSP ", dated 9-21 -2001. \ \ Pump House - • • = - - , � lV ,-" LL / t, - '/ � N \ .- $ \ ,r / cl r 4 -- Museum of Flight Expansion Hangar Site $ Tukwila, Washington 2 1 0 100 200 SITE AND EXPLORATION PLAN Sc ale in Feet 9 • October 2001 21 -1- 09383 -002 `r. SHANNON & WILSON, INC. Geotechnical and Environmental Consultants FIG. 2 I i i 1 1 I I : . H 1 I 1 ,I;ii ii m iiiii i i, .., 1 I I i , 1 1 1 I 0 Inch 1/16 1 2 3 d 5 6 • 'V" ,WiErrproirrre 1 Iiiiihil 1 iif fillIIIIIIIIII IIIIIIIIIIIIIIIIII iIII iii [IIIIIIII I1IIIIIIIIIIII IIIIIILI11IIIII11I111IIIIIIIIIIIiipi Iiii1iiiiI iiIh1 iliml \ , ......n A South 30 — RELOCATED HANGAR --I PROPOSED HANGAR I-- Approximate Limit of Existing 1-Story Building B -11 Offset = 0 Ft Offset = 0 Ft • Offset 23 Ft E. 20 11 sting Ground Surface • ? 1 '1I I3 ? ? III ? Medium dense, silty, sandy GRAVEL; moist (Fill) ? 11 js I ,c Loose to medium dense, silty, fine I ? 10 — . I I I j SA ND and fine sandy SILT; moist (Fill) . , 5 Very loose to loose, trace to slightly v I I ? ? ? j,o silty SAND; moist to wet; (Alluvium) ; I a ,..1 ? I • ; j 6 Very loose to medium dense, trace silty to m Very loose, fine sandy SILT; ? • I, silty, fine to medium SAND; abundant wood u • 0 — j9 ? wet; abundant organic z fragments; wet; (Alluvium 0 c ? ? fragments (Lacustrine) j : j,s iv cl� ..? ? w CT; I' , ? W a l l clI 10 _ 91141200, :: j,3 j, w C � 04/26/2001 iii c I v Mediu dense, silty, fine to medium Medium dense t to silty, w 'z -10 — z SAND; wet; abundant organics; trace s 2 I 14 fine to medium SAND; wet; (Alluvium) J Q (Alluvium) U I" a I -20 --- • 24 I I 0 I -30— 8 �; j,e • _ 2O ii to 04118/200, ° 0 . el LEGEND .o LL B - Boring Designation �, Offset = 23 Ft E. --.-- Offset from Profile and Direction 0 40 80 a I - 4 20 Standard Penetration Resistance in t� r Blows/Foot Museum of Fli A pp roxi mate Groundwater Level ----- Q-- Horizontal Scale in Feet NOTE ght Expansion at Time of Drilling Hangar Site R � , Inc Standard Penetration Resistance in 0 10 20 This subsurface profile is generalized from materials Tukwila, Washington Blows/Inches Driven observed in soil borings. Variations may exist between s profile and actual conditions. GENERALIZED S y USCS Designation (see Appendix A, FIG. A -1) Vertical Scale in Feet UBSU RFACE i ? I ? Approximate Geologic Contact Vertical Exaggeration = 4x PROFILE A -A' Bottom of Boring . . • . October 2001 21 -1- 09383 -002 it Date Completed • - SHANNON & WILSON, INC. FIG. 3 Geotechnical and Environmental Consultant Sheet 1 of 2 1 . 1 , . , + , i.Iiliiiiv∎ii iiIi i, Y . . I I I 0 Inch 1/16 1 2 3 d I 5 6 t, t i i) t,` gyp L i 0 1 IIIII1IIIILIIIII IIIIIII IIIIIIIIIII1 IIIIIIIII�IIIII . IIIi�tIIIIIIII�IIIi 11111111111111111111111111111 1 11111111111111111 ■ . A RELOCATED HANGAR ----- i PROPOSED HANGAR (--• North PROPOSED HANGAR _I-1 30 B-9 B-12 B -13 Offset = 0 Ft Offset = 5 Ft. W. Offset = 20 Ft. W. sting Ground Surface 20 Medium dense to dense, silty SAND, trace of gravel; moist; (Fill) �' ? �{ I ' fill Medium dense, silty, sandy GRAVEL; moist; (Fill) i;h I � I � l s ? I I 1518' ? ' Loose to medium dense, silty, fine SAND ijIe , y, fine SAND; most; (F) ? fine sandy SILT; moist; (Fill) • I ? Loose, slightly silty to silty SAND; ; 10 ` T I I ' j E I ` I moist (Alluvium) �- i I ' 1 I Very loose to loose, fine sandy • ' i! i 0 Very loose to medium dense, trace silty to ` I I ? silty, fine to SAND; abundant wood �{ SILT; abundant organics; wet fJJ w mee; wet; (Alluum) If (custrine) "ii; ? 9 LL cn UNI I I? i I " W `i i I 9 I h : ? 0 w Loose, silty, fine to medium c co I18 �' 1 11 SAND; wet; (Alluviu 16 w o�risriool silty, 4/2001 Medium dense, trace to slightly m z , fine to medium SAND; W Medium dense, trace to slightly silty, wet; (Alluvium) m fine to medium SAND; wet ( AAuvium) co -10 • c. 0. a • -20 0 U 1 . 8 -30 Ii al 0 - . LE_ -40 s U. N B -7 Boring Designation O ffset = 23 Ft E. --- Offset from Profile and Direction 0 40 80 20 - Standard Penetration Resistance in I 4 : -911n g Approximate Groundwater Level --- Blows/Foot Horizontal Scale in Feet Museum of Flight Expansion • NOTE Hangar Site at Time of Drilling I 5014• • Standard Penetration Resistance in 0 10 20 This subsurface profile Is generalized from materials Tukwila, Washington 9 Blows/Inches Driven 1-----I observed in soil borings. Variations may exist between 9 profile and actual conditions. GENERALIZED SUBSURFACE USCS Designation (see Appendix A, FIG. A -1 ) Vertical Scale in Feet _ ° ? Vertical Exaggeration = 4x A-A' _ i ? Approximate Geologic Contact 99 PROFILE A -A 9 Bottom of Boring October 2001 21- 1- 09383 -002 a 0412612 - Date Completed - .SHANNON & WILSON INC. • Geotechnical and Environmental Consultants FIG. 3 Sheet 2 of 2 1.1 1 i I ' I I I, I I I I I 1' ( ' i I iiiiliiiiii ;ii. , I i t I i 1 ,. . I I S 0 Inch 1/16 1 2 3 d 5 6 ' 1iliil1w IIIIIIIIIIIiiI I II�iIIIII IIIIIII IIIHIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIII III iII Ihiiiliiii' ' . f B B' West East 30 — I PROPOSED HANGER I — 30 B - Existing Ground Surface Offset = 0 Ft B - 20 — Medium dense, salty, Offset = 0 Ft sandy GRAVEL; moist; (Fill) -- 20 II ? II i ;�l 0 ,!II � I3 ? 1 . 10 — I I i 15 Medium dense, silty, i 5 UT --10 C H gravelly SAND; moist; (Fill) 1 m Very loose to loose, trace to ° ? I • slightly silty SAND; moist to Ito m w II `? I I wet locally abundant organics (Alluvium) m E Loose, fine sandy «.. . 0 — ; 13 SILT; wet abundant I9 — 0 ' sz o. organic fragments; (Lacustrine) ? c Q . ? I a • ig 4 ! 10 Q W1412001 9x14/2001 - — Medium dense, silty, tine to -- -10 medium SAND; wet; abundant organics (Alluvium) Y Z U -20 ' -20 • g N N I .2 6. LEGEND u - B- . Boring Designation �, Off = 23 Ft E. -•--- Oft from Profile and Direction 0 40 80 ea r 20 •— Standard Penetration Resistance in - 1 y Approximate Groundwater Level ---� Blows/Foot Horizontal Scale in Feet NOTE Museum of Flight Expansion at Time of Drilling Hangar Site I5W4' - Standard Penetration Resistance in 0 10 20 This subsurface profile Is generalized from materials Tukwila, Washington Blows/Inches Driven I--i observed In soil borings. Variations may exist between F.. USCS Designation (see Appendix A, FIG. A -1) Vertical Scale in Feet profile and actual conditions. GENERALIZED SUBSURFACE ? ? Approximate Geologic Contact Vertical Exaggeration = 4x • PROFILE B -B' 9 -- Bottom of Boring O 2001 21 -1- 09383 -0 + 02 D a te Comp . SHANNON & WILSON, INC. • G.ot.chnical and Environmental Consultant FIG. 4 I •I 1, 1 1' I I' I ill i i iliiiii l i i i, + 11 1 I i 1 1 I 0 Inch 1/16 I 2 3 d 5 6 • \vT I y'r TL-t71. _ r I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIII! 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STORM DRAW — E iNO r I - 1 S 47----0----.. � ` • "'' — 1� ,� .� M-• STORM DRAW — PROPOSED IX .1 8 - / / _ / �(/ �!, OWS SURCATCNMENT AREA v . 15 / 4401 94pI r • . Q ei 4%1411111N 2. s 'yr JO/ ,/ . • ../. . 8 i 1s 8 II i • / i . dli II' ' 441 r. - o—p • ) r ! I ME]R1 12 46 * a45 ( ..... ..... .... .... - . ' / A -3 �� I A -1.13 ' �. _ 12 I A -0. 3 12 • ' • A -o.ea 1 ■ ) •�.� 4 * =► , � ; ,� r'.� _ I . 18 0. 5.03 1 Si • m�i # -4.30 C4 1 'L lain. 0, A -0.- 40 • • 24 C ' `�"' �� - B 1 9 so B 1 I �� 1 A•1.o '• �...) r'`', A.07. um 00 1 - frilita-ii t M1.29 O , 30 A - • 1 • 47 - 18 • A >>8.83 I - PM. z 1 j 12 1 - • Palos Palos I A M• A-1.48 1 A-® I 1 A-1 �"'� MEET 2 •.•rte I _- i r L- d 131011r1 ai, AO M p DEPT. OF CONSTRUCTION ioo Poo aoo 40o SA1�1� 11INC. KING pp cnoN ac F,�cstm6 r�w►rauExr 4- • NAM y am` ■ -�... 1 . r 111I L T I M• gneissic*. UN Y INTE RNATIONAL AIRPORT MI il+IrR Aw 1'•100' R 0�E coma N. ZCALE IN FEET E . -' :: K AID 0. am STORM DRAINAGE PLAN i I l i • ' I I I 1 i 1 1 . i i i i i1 T i i i i i i i i i .1 i i ..i • I I . I I i 1 ,, 1 I � I. I 1 0 Inch 1/16 1 2 3 4 5 l 5 6 • yr ti hiiii H hi1 iiiIiii h �!11111aiiiIII_11 ��IIIiiiiliii►1�i�111111Iiii� ��i��h 11i1��h1��h��1111 ��,�I��1��I - , . T1 I o _ a —t : , . n, I .... Mi I 1 . I I I awls r ww w • - , w ' .............m.....— .. u • I I I a ._ �•:.. IV MIN • I I A -211 I ANN1.65 I _ 1SS ® A.1 I I I { ' I 1/8 .n I A-272 I c • I • ■ • < A• 7.27 18 C1 18 CD I 1 A•240 • i A I © , xe, A-Z48 I .� 4 Q 14.226 8 I I - :`' asp. o I � ,1 ., - ♦ 1 I I , I t (ED - \ 4 )/BNO MIA MEM ARIAL oRM of A M ERAND MAL Ni Ai`"„441~ ' " " .�,...,. // ,A -1.94 ........... _:1,, / ""uj?' " 4 ""ZaV•..-. -"""•"•,... 6-...... / ar A.... N . / - 6 . . ":„..... -'-'■___________ ..3 . 14111 Er / '< . CD • —;41.111‘ .......... - 4. EL A/B19.80 I • ... g\liki ....,, f• ,. _. '" DEPT. OF CONSTRUCTION FACILITIES MN4 GENEM + - +s I CINONI o loo Poo 300 400 SAW INC. • KING COUNTY INTERNATIONAL AIRPORT - — i � _ Marl i--, I ••11•YLT11• 11111(1.1 1' •B1017 NO are INIS MO sew Reim Mos �_ .. — . KALE Dr F'EE' So ft 1111 rw. rIM 2 Mil ,r..�.vs••� oloa ia+! .r IM�'D STORM DRAINAGE PLAN . I ., 1 i 1 I 11 11'I •1 I ,. i. 'I 1 I, . I . • I � , ,II ' 0 Inch 1/16 1 2 3 d 6 ' : :e • , — wiT't`rrryivrrrn� ' If y 1 IIH II IIIIIII1IIIIIIIII1IIIIIIIIIiiIIIIIIII1IIIIIIIIIiiiIIIIIIIIIIIIIIIIIIIIIIIIII. IhIIIIIIIIIiIIIIIIIII1IIIIIIIIIIIIIII IIIIIIIIIIIIIIiIIIIIIIII1IIIII ______ _ . ,. • . 7 �` J 48 ,,f n\,,, • 0 / / / / 4 f% _ . . 0 48 0 0 ' 0 0 ° 0 0 , it ( lb ! 2 D• . d ff , 1 I 6 6 1 -r �- �� ilL 1 _ --- • 0 I. I -- i 8 10 ti . i 1 1. I 1 6 • 1 10 < ' / I 1. 15 8 10 1 • I 1i: I A•3.4 •20 10 J 10 • 1 l A * ® ,ls ® ./ • • 24 I �'!I ■ e • A ® � • 5.30 �� I:. �� ® \ - ... _ ........ _ .. :� _.< 6 24 . 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TABLE 2 -- --1 - -___ FILLET FULL LENGTH ONE SI DE, ,� • FILLET BOTH SI DES OF STIFFENER (V P. 6 I k P. 1 ,r 7.-1-1 (W. P. 211/8' TO 1 /4' O O 1 TA TV3 INCHES FROM FLANGE. I W. P. 4 ( (W. P. 2 WELD SI ZE AS SHOWN In OTHERWI SE REFER TO TABLE 2. • DETAI L ' B' DETAI L • C' $ECTI ❑N ' F' SECT! ON ' H' DETAIL ' D' — 3/16' ►, 4 A 3/16' 6, 4 • 3/16' 4 3/16' V 4 DETAI L " B" DETAI L " B" >F1' >F" 3/16• �1 . s I. 5 — " F" DETAIL 1 ' C" _ 3/16' < 1 . 5 3/16• kir � B ILI GENERA 3/16 5 _ DETAIL " D" I [W P. GENERAL NOTES (W P. 1 I 1. ALL WEB TO FLANGE WELDS 1 A PURLI N & GIRT CLIP v3 CA I W BLE 3 CABLE 3 P 1 TO BE S. A. W. CONTINUOUS BY FRAME TABLE 3 ONE SI DE ONLY. V3 2. INCREASE FILLET SIZE I F B FLANGE BRACE CLIP _ - GAP AT ROOT I S 1 /16' OR A. • GREATER, BY SIZE OF GAP. /16' 4 - 3 ARE OF 3 /16' 4 3/16' 4 - DETAI L ' C" _ 4. FOLLOW APPROPRI ATE • 3/16' 4 • f �-► � �� ION WELDI NG PROCEDURE ( W. P. ) I1 �.s DATA SHEETS FOR ALL WELDS r y DEPENDI NG ON PROCESS, l ,� .,�.,, JOI NT TYPE, WELD TYPE AND AVAI LABLE EQUI PMENT. REFER TO WELDI NG STANDARDS MANUAL. • WELD OPPOSITE SIDE PURLI N & GIRT CLI P 6' EVERY 24' FLUSH TABLE 3 SUN WELD PROCEDURE TABLE FILLET SI ZE ( SEE NOTE 2) PROCEDURE MATERI AL 4E3 F. C. A. W. W. P. I . D. # DESCRI PTI ON RANGE TABLE 2 THI CKNESS S. A. W. WELD ON ONE WELD ON 1 SUN F -1 F. C. A. W. T OR CORNER JOINT 1 /8' - 1 /2' SI DE ONLY BOTH SI DES 2 SUN ES -1 S. A. V - F. C. A. W FLANGE SPLICE 3/1 6' - 5/16' FLANGE FI LLET SI ZE . 1 345 1 /8 3/16 3/16 3 . SUN FS -2 S. A. W. - F. C. A. W FLANGE SPLICE 3/8' - 1 1/2' THICKNESS ( SEE NOTE 2) • 1 799 3/16 1 /4 3/1 6 4 SUN F -2 F. C. A. W. BUTT. JOI NT 1 /8' - 5/16' 3/1 6' -1 /4' 1 /4' 1 /4' 1 /4 5/1 6 • 3/1 6 5 SUN F -3 F. C. A. W. BUTT JOI NT _ 3/8' - 1 1/2' 5/16' 5/16' 5/16' 1 /4 _ 5/16 3/16 ' 6 SUN F -4 F. C. A. W. T OR CORNER JOI NT 1 /2' - 1 1/2' 3/8' 3/8' 3/8' 5/1 6 3/8 3/1 6 7 SUN S -1 S. A. W. T -JOI NT BEAM WELDER 1 /8' - 1 /2' .3/8' _ USE WP -7 1 /2' 3/8'm 1 /2 1 /4 8 SUN S -2 S. A. W. BUTT JOI NT 1 /8' - 1 /4' DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE: 0 = DRAWING NO. 01/28/02 1 REVISED OLD STANDARDS TO 12/03/97 _ 2002 MORGAN ROAD MEET '� FILE NAME C HECKED SUN BU LD NG SY T NEW QUA LITY STANDARDS AH SUNNYSIDE, WA. 98 944 I I S EMS L I JOB NUMBER CWBRFT - F AX (5 09)3839 -0383 WELDING STANDARDS Q��27� I FAX THIS DRAWING IS NOT BUILDING S Y S T E al TO SCALE •OLYT 1 ONi + •E R11' 1 CE BUILDER .. DESIGN LOADS OW SHEET OF . I I I I I + I. f I I I' I !•., 1 ' 1 ' 1 1 .iii I I.'i i i i i � 1 ' � i, ..., I ii 0 Inch 1/16 1 2 3 d 5 6 ... `vT ' z:' } &frn rturvi + ri/' S 1 V ( _ 1. 01 _... —c--- -- __ E. L i _- . 0 I linIlLIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIII111111IIIIH IIIIII1IIIhIIII►11 111111IIIIIIIIiIIIIIIIIIliIIIIIIIIlIIIIIIIIIiIIIIIIIIIIIIIil GTSM ' GTSM GENERAL NOTES: 'i• GTSM — 0 TABLE 3 r r . TABLE 3 1. ALL WEB TO FLANGE WELDS 4 45 z .. - I.. YPI CAL TO BE S. A. W. CONTINUOUS f= —1- A - 0 �► I TABLE 2 ONE SIDE ONLY. O O � 2. INCREASE FI LLET SI ZE I F GAP AT ROOT I S 1 /16 OR Z Z JL G GREATER, BY SI ZE OF GAP. E a p, 5 I 1W P 3 ) � O O (W. P. 1 TABLE 3 3. ALL FI LLET WELD LEGS Co c ■ J C o G= 0' TO 1 /1 6' T ABLE 3 4. FOLLOW APPROPRI ATE G= 0 TO 1 /1 6 I�✓ P. 1 1 DESIGN STIFFENER WELDI NG PROCEDURE ( W P. ) — k P. 6� J ' —' � 0 0 �I WP1 & WP6 APPLIES. 7 DATA SHEETS FOR ALL WELDS WELD SIZE FROM TABLE 2. DEPENDING ON PROCESS, FILLET FULL LENGTH ONE SI DE, JOI NT TYPE, WELD TYPE ----f 7: \ FI LLET BOTH SI DES OF STIFFENER AND AVAI LABLE EQUI PMENT. 0 O O O O TABLE 2 TWO I NCHES FROM FLANGE. REFER TO WELDING (W, P. 4 1W. P. 2 1/8' TO 1 /4' DABLE ' STANDARDS MANUAL. A de (W. P. 1 WELD OPPOSITE SIDE t* _J. °�° 6' EVERY 24' I_ DETAIL • C' SECTION ' F_ SECTION ' H' SECTI ❑N ' K' ell E) (E) =T /2 ■ • ■ TABLE 6'. EVERY 2 GTSM F �W P 1 in T DETAIL ' A' '+-- - Fl LLET SI ZE ( SEE NOTE 2) WELD SI ZE AS SHOWN ;r �- , DETAIL ' B OTHERWI SE REFER TO TABLE 2. : � TABLE ;3 F. C. A. W. THI CKNESS S. A. W. WELD ON ONE WELD ON DETAIL B 1W. P. 8 I ao 1W. P. 3 I (W P. 1 I V3 TABLE 3 SI DE ONLY BOTH SI DES (W, P. 1 1 . 1 345 1 /8 3/1 6 3/1 6 IN ' TABLE 3 • 1 799 3/16 1 /4 3/16 �- (W. P. cr 1 /4' 1 /4 5/1 6 3/1 6 GTSM • H' 5/1 6' 1 /4 5/1 6 3/1 6 45 —, 3/8' 5/1 6 3/8 3/1 6 I DETAIL ' D'■ 1/2' 3/8x 1 /2 1 /4 SUN WELD PROCEDURE TABLE tn DETAIL ' C' • (W. P. 6 DETAIL ' D' PROCEDURE MATERIAL 17/1 6' AND V3 <TABLE 3 W P. I . D. # ' DESCRI PTI ON RANGE OVER . 1 SUN F -1 F. C. A. W. T OR CORNER JOI NT 1 /8' - 1 /2' 2 SUN FS -1 S. A. W. - F. C. A. W FLANGE SPLICE 3/1 6' - 5/16' 3 SUN FS -2 S. A. W. - F. C. A. W FLANGE SPLICE • 3/8' - 1 1/2' 4 SUN F -2 F. C. A. W. BUTT JOINT 1/8' - 5/16' ig 5 SUN F -3 F. C. A. W. BUTT JOI NT 3/8' - 1 1/2' ' 6 SUN F -4 F. C. A. W. T OR CORNER JOI NT 1 /2' - 1 1/2' 7 SUN S -1 S. A. W. T -JOI NT BEAM WELDER 1/8' - 1 /2 ' I� DETAIL ' C' TABLE 3 8 SUN S -2 S. A. W. WEB SPLICE 1/8' - 1/4' • I 13/8' TABLE 2 1W. P. 7 • —'1 MAX. CORRECTION TABLE 2 1W. P. 1 LTR# FLANGE FI LLET SI ZE THI CKNESS ( SEE NOTE 2) V3 <TABL 3 3/1 6' -1 /4' 1 /4' IW. P. 1 1 5/1 6' 5/1 6' DETAIL ' A' 'V' / 3/8' 3/8' ' K' r .. X 3/8' USE WP -7 DATE NO. REVISIONS BY CHK. DATE DRAWN DRAWING TITLE= OWNER DRAWING NO. 01/28/02 1 REVISED OLD STANDARDS TO MEET 12/03/97 AH • stini F ILE NAME CHECKED S UN BUILDING SYSTEMS 2002 MORGAN ROAD SU NEW DUALITY STANDARDS AH NNYSIDE, WA. 98944 LOCATION : JOB NUMBER CEBCOL -2 FAX <509, WELDING STANDARDS g0 4 Z7( THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER = SHEET OF TO SCALE $OLUT I ON• + SERV I CE DESIGN LOADS i 1 1 ' I''''' 1 i. i i , I s 0 Inch 1/16 1 2 3 4 5 6 ,Yri� =� ..' ` 1 IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII IIiIII IIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiIIIIIIIIIIIII • ' F • 1 • D 02_0019 / • D 02_0020 35mm Dra • #260-261 i I 0 Inch 1/16 1 2 3 d 5 6 �IIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIILIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIiI�IIIIIIIII IIIIIIIIIIIIIIIiIIIIIIIIIIIII�� I 6 U f � � f�� (�O � PURCHASER RESPONSIBILITIES I1 �1 SYS'ENIS i. IT IS THE _ RESPONSIBILITY OF THE PURCHASER TO INSURE 6, THE PURCHASER IS RESPONSIBLE FOR ALL AFFECTS THAT MAY SU ° , J-" A - A (C (I� QC THAT ALL PROJECT PLANS, SPECIFICATIONS, AND APPLIED DESIGN LOADS, BE IMPOSED ON FACILITIES, LANDS, ROADS, BUILDINGS, ETC.. V Uv FULLY ULL MEET THE PROPOSED INTENT AS WELL AS LOCATED WITHIN THE PROXIMITY OF THE NEW STRUCTURE, BY THE COMPLY WITH ALL APPLICABLE REQUIREMENTS OF ANY GOVERNING NEW STRUCTURE, AFFECTS INCLUDE BUT ARE NOT LIMITED TO — AUTHORITIES. AND TO OBTAIN THE APPROPRIATE APPROVALS AND /OR SNOW SLIDING, OR DRIFTING, AND WIND LOADING, SHEDDING, OR BUILDER: STEELCRAFT PERMITS AS MAY BE REQUIRED FROM CITY, COUNTY, STATE, OR VORTEX ACTION. CUSTOMER: HANGER #4 FEDERAL AGENCIES. 7. UNLESS SPECIFICALLY STATED OTHERWISE WITHIN THE SUN BUILDING 2. IT IS THE RESPONSIBILITY OF THE PURCHASER TO COMPLETELY SYSTEMS 'PURCHASE OFFER', THE FOLLOWING SHALL GOVERN: LOCATION: TUKWILA, WA UNDERSTAND WHAT SUN BUILDING SYSTEMS IS INCLUDING OR a) IN CASE OF DISCREPANCIES BETWEEN SUN BUILDING THIS PROJECT IS SCHEDULED FOR SHOP FABRICATION AND IS SUBMITTED EXCLUDING FROM ARCHITECTURAL PLANS AND /OR SPECIFICATIONS, SYSTEMS STRUCTURAL STEEL DRAWINGS AND FOR REVIEW ONLY WITH THE FOLLOWING PARAMETERS: 3, IT IS THE RESPONSIBILITY OF THE PURCHASER FOR OVERALL PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL BASIC BUILDING SIZE: SPAN 50.00' x LENGTH 270.00' x EAVE HT 19.0' PROJECT COORDINATION, INTERFACE, COMPATIBILITY, AND DESIGN DRAWINGS SHALL GOVERN. ROOF SYSTEM: R36 COLOR SUN STANDARD GAUGE 24 CONCERNING ANY MATERIALS NOT FURNISHED BY SUN BUILDING SYSTEMS b) SUN BUILDING SYSTEMS QUALITY CRITERIA, WALL SYSTEM: W36 COLOR SUN STANDARD GAUGE 24_ WITH THE SYSTEM TO BE FURNISHED BY SUN BUILDING SYSTEMS. STANDARD PRACTICE, METHODS AND TOLERANCES. TRIM: COLOR SUN STANDARD GAUGE 24 THE SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE c) WHEN WINDOW AND /OR DOOR OPENINGS HAVE A DESIGN CODE: UBC EDITION: 1997 BETWEEN MATERIALS MUST BE FURNISHED BY THE PURCHASER COMBINED AREA GREATER THAN 15% OF GROSS WALL AREA LIVE LOAD (ROOF) PSF STRUCTURAL DEAD LOAD 5 PSF PRIOR TO RELEASE FOR FABRICATION, OR THE DESIGN ASSUMPTIONS ON ANY WALL, AND THE BUILDING IS DESIGNED AS SNOW LOAD 25 PSF AUXILIARY DEAD LOAD 3 PSF 4, OF T IS THE BUILDING OF THE TO VERIFY ALL DESIGN 'ENCLOSED', THEN THE WINDOWS AND OR DOORS SEISMIC ZONE 3 Z = 0.3 I; 1.0 CRITERIA INCLUDING DEFLECTIONS AND NOTIFY SUN BUILDING SYSTEMS REPRESENTING THE EXCESS ABOVE 15% SHALL BE DESIGNED WIND DESIGN: SPEED ZONE: 80 MPH, EXPOSURE: C I : 1,0 OF ANY DISCREPANCIES OR INCONSISTENCIES PRIOR TO RELEASE AND DETAILED FOR APPLICABLE LOADING, BY THE PURCHASER. WIND LOAD UBC qs Ce I 18 PSF FOR FABRICATION. d) THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES OPEN: MEZZANINE FLOOR 5, THE PURCHASER IS RESPONSIBLE FOR THE ACCURATE SETTING NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT ENCLOSED: LIVE LOAD PSF OF ANCHOR BOLTS AND ERECTION OF STEEL IN ACCORDANCE WITH SUN BUILDING SYSTEMS OR ITS DESIGN ENGINEER PARTIAL: X DEAD LOAD PSF APPROVED DRAWINGS ONLY TEMPORARY SUPPORTS, GUYS, BRACES, IS ACTING AS THE ENGINEER OF RECORD OR DESIGN STANDARD ALLOWABLE DEFLECTIONS: PURLINS: L/240, GIRTS: L/240 C BY BRAUN ED FABRICATORS CATORS REPORT NO. FA -348 FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE PROFESSIONAL FOR A CONSTRUCTION PROJECT. THESE FRAME DEFLECTIONS: ERECTION OPERATION WILL BE DETERMINED, FURNISHF:I PRIMARY AND END FRAME DEFLECTIONS BOTH HORIZONTAL DCLU APPROVED FABRICATORS ID. NO. 7241 DOCUMENTS ARE SEALED ONLY AS TO THE COMPONENTS INSTALLED � BY THE PURCHASER. `•' � � AND VERTICAL ARE LISTED WITHIN THE 'STRUCTURAL CALCULATIONS' PACKET CANADIAN WELDING BUREAU CERTIFIED. NO. Y53 �-� L.I4 -1, FURNISHED BY SUN BUILDING SYSTEMS, \BAs s> e) ANY FIELD MODIFICATION OR ALTERATION OR THE ATTACHMENT GENERAL N ~ � ° - '-� :, '4 6 OF ANY EQUIPMENT OR COMPONENT TO SUN BUILDING SYSTEMS NOTES: S : O ,, , . _:. . � ,, . METAL BUILDING SYSTEMS, OR THE OMITTED INSTALLATION 1, MATERIALS ASTM DESIGNATION '� t , - OF ANY SPECIFIED PARTS OR PIECES, WITHOUT THE EXPRESS HOT ROLLED MILL SHAPES A572 -97 GR.50 FY = 50 ksi MIN. . r ?yo WRITTEN APPROVAL OF SUN BUILDING SYSTEMS SHALL VOID HOT ROLLED FLAT BAR A529 -96 GR.50 /55 FY = 50 ksi MIN, STRUCTURAL STEEL PLATE A572 -97 GR.50 FY = 50 ksi GR. 50 0� ° /, : 3 jg7 G ,� � ` `'� ° f ANY AND ALL WARRANTIES. t ` `: .sTE `� w 97 � A PR 2 Z ALL STRESSES AND REACTIONS LISTED WITHIN THE COLD FORMED LIGHT GAUGE SHAPES A507 -97 SS GR.50 FY = 50 ksi GR. D . ' O I WINGS AND STRUCTURAL CALCULATIONS, HAVE BEEN COLD FORMED LIGHT GAUGE SHAPES. GALV. A653 -97 SS' GR.50 FY = 50 ksi GR. D I 25% AT LOADING COMBINATIONS THAT INCLUDE ROOF &WALL SHEETING A792-97 SS GR.50B FY = 50 ksi GR. D 26GA WIND OR SEISMIC FORCES. ROOF & WALL SHEETING A792 -97 SS GR.50B FY = 50 ksi GR. D 24GA ` BOLTS A325 -97, TYPE 1 PURCHASER APPRO , STEEL PIPE A53 -97 GR.50 FY = 35 ksi MIN, COMPAN STRUCTURAL TUBE A500 -98 GR B FY = 46 ksi MIN, I (WE) HAVE REVIEWED ALL INFORMATION CONTAINED EXPIR HEREON AND 12126/ 3 CABLE A475-90 HAVE FOUND IT TO BE CORRECT, ACCURATE AND CONSISTENT WITH SIGNING PARTY: 2. PRIMER MY (OUR) INTENT AND PURPOSE. I (WE) HEREBY REQUEST FABRI- TITLE: SHOP PRIMER IS A RUST INHIBITIVE PRIMER. THIS PAINT IS NOT INTENDED FOR LONG -TERM EXPOSURE TO THE ELEMENTS. CATION BE COMMENCED. AND ACCEPT ALL PURCHASER RESPONSIBILITIES. 3. A325 BOLT TIGHTENING REQUIREMENTS I (WE) FURTHER STATE THAT I (WE) ARE AUTHORIZED DATE: TO PROVIDE ACCEPTANCE ON BEHALF OF THE LISTED COMPANY. ALL HIGH STRENGTH BOLTS ARE A325 UNLESS SPECIFICALLY NOTED OTHERWISE. DIRECT TENSION CONNECTIONS UTILIZING A325 BOLTS ARE IDENTIFIED BY ' x BOLTS IN THESE CONNECTIONS ARE TO BE INSTALLED AND TIGHTENED USING THE ' TURN -OF -NUT ' METHOD IN ACCORDANCE WITH SECTION 8.(d) 1 OF RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING REVISIONS ASTM A325 OR A490 BOLTS (11/13/85). ENDORSE BY AISC. I T IS THE BUILDERS RESPONSIBILITY TO ASSURE PROPER a JOB NO, AIL/ 2 TIGHTNESS. 2002 MO RGAN ROAD ALL OTHER BOLTED CONNECTIONS UTILIZING A325 BOLTS ARE SHEAR /BEARING CONNECTIONS. BOLTS IN THESE CONNECTIONS • SUNNYSIDE wA. 98944 ARE TO BE INSTALLED AND TIGHTENED TO SNUG TIGHT CONDITION IN ACCORDANCE WITH SECTION 8(c) OF THE ABOVE cso9� 839 -7000 r. BUILDING 4276 SYSTEMS FAx c509> 837 -8064 S REFERENCED RCSC SPECIFICATION. THREADS ARE NOT REQUIRED. BY DESIGN. TO BE EXCLUDED FROM SHEAR PLANE. UNLESS `� SPECIFICALLY NOTED. OLUT I ON8 +SERVICE I , I 1 i I I I I I'I T I ' I' I '.''I'I'' 1_i.i_l.i._1..iiiii 1 . ( I I I I I 6 I 0 Inch 1/16 1 2 3 d 5 yyE ; = r ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII illi1111I MEMBER TABLE • FRAME LINE A 8. D MARK PART LENGTH , G -14 8025DZ14 31' -11 1/2' G -15 8025Z12 29' -5 1/4' 6-16 8025Z12 29' -51/4' G -16A 8025DZ14 29' -51/4' - G -17 8025Z12 29'-5 1/4' CB -1 CAB.437 30' -5' CB -2 CAB.437 30' -9' ANGLE TABLE FRAME LINE A & D SID I PART I LENGTH 1 'EA-14 114' -0' 0 270' -0' OUT -TO -OUT OF STEEL 11 0 0 0 0 © 0 ® 0 ° 10 7 '_ 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' 27' -0' ' 4' 2 0 • 0 4' T [ —71— =r -' - —■111.1111F w— J , ACK BEAM - - - - J2 PORTAL FRAME JACK BEAM PORTAL FRAME i '\L1 c' r-1 N I cr I - -._— IH H I - -. - - - IH —_ —__ HI I RF3 -4 RF2 -5 RF2 -5 RF2 -5 RF2 -5 RF3 -4 SIDEWALL FRAMING: LINE A 11 � 270' -0' OUT-TO-OUT OF STEEL 0 10 9 8 7 ® 27' -0' 27' -0' 27' -0' 27' -0' 0 4 ® O 4' 27' -0' 27' -0' 27' -0 27' -0' 27' -p• 27' -0' T 4' • • G -15 _ G -17 G -17 -\__ G -17 - ` _■ G 5 .11111 G -17 G -17 _ G -17 - 6-i7 -- G - � --�- _,- G -17 _ - 3' -0 1 � 1 WAS� k,, �� '+� G -17 _ • _ G -17 G 17 G 17 _ G -17 . G -17 = G -17 �. 4 ' -0 �w� :.tx Zf' G -16A - G -16 G -16 - - _: IC G -14 ` G-17 G -16 Cy G -16 G -17 -,_ G -17 G -17 _� 4' -7 I o - G -16A - G -16A G- 16A `�� 8 3'-5 °A ` ' �: I I Pr -.4 — , 4' -0 / / ,4 TS - � r ' I I I -4 _IG� 36197 „9 A ; RF3 -1 • •RF1 -3 RF2 -1 RF1 -3 I I I I I I 2' -5 3/4 -5 3/4 2 -5 3/4 2 -5 3/4 2 -5 3/4 2 RF2 -1 RF1 -3 RF2 -1 RF1 -3 RF2 -1 RF1-3 RF3 -1 O , t 0 , ' , ` `.. ': GIRT 2' -5 3/4' 2' -5 3/4' 2' -5 3/4+ + 2 + -5 3/4 j�NAL �' APR 22002 !: LAPS 2' -5 3/4' 2' -5 3/4' 2' -5 3/4' 2' -5 3/4' 2' -5 3/4' 2' -5 3/4' 2' -5 3/4' 2' -5 3/4' 2' -5 3/4' I EXPIRES 12/26/0 3 1 SIDEWALL FRAMING: LINE D DATE NO. REVISIONS BY CHK. DATE DRAWN ENG CHECKED 12/11/01 DRAWING TITLE: OWNER HANGER #4 DRAWING N0. FILE NAME CHECKED ENG REV SW • sunisu2405y20s91)MBOE873G(‘A.;:31380A9D44 LOCATION TUKWILA, WA JOB NUMBER FAX 509)8378064 SIDEWALL FRAMING PLAN B04276 THIS DRAWING IS NOT BUILDING SYSTEMS BUILDER : STEELCRAFT CONSTRUCTION SHEET OF TO SCALE SOLUTIONS ♦ $E RV I CE 13 Zy 1.1 I I I I f I I ( I 1 I l l i i i l l 1.1._1 i i � i 1 I 1 1 1 1 1 , I .1 I I M • 1 i I i • 1 1 0 Inch 1/16 2 3 . 5 6 1 , y ' ,W1 9'e( E " T _ , m ter - �. - -.v ... .r.-- _. -. _ ti r: - -_ __ _ r.l—.e... 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII11111III IIIIliiiIIIIIIiiiiiIIIIIIIIIIIIIII1IIIIIIIII1IIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiii ...._,.....____________