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Permit D03-390 - MUSEUM OF FLIGHT - DISPLAY WALLS
MUSEUM OF FLIGHT EXHIBIT WALLS 9404 EAST MARGINAL WAY SOUTH D03 -390 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3324049019 Permit Number: D03 -390 Address: 9404 EAST MARGINAL WY S TUKW Issue Date: 01/27/2004 Suite No: Permit Expires On: 07/25/2004 Tenant: Name: MUSEUM OF FLIGHT Address: 9404 EAST MARGINAL WY S, TUKWILA WA DEVELOPMENT PERMIT Owner: Name: KING COUNTY MUSEUM Phone: Address: 9404 E MARGINAL WAY S, SEATTLE WA Contact Person: Name: JULIE LAWTON Phone: 206 808 -7877 Address: 1201 THIRD AV, STE #2350, SEATTLE, WA Contractor: Name: PACIFIC N W THEATRE ASSOC INC Phone: Address: 615 S ALASKA ST, SEATTLE WA Contractor License No: PACIFNT131JT Expiration Date :10 /23/2004 DESCRIPTION OF WORK: INSTALLING NEW DISPLAY WALLS Value of Construction: $ $28,000.00 Fees Collected: $700.06 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: II -1HR Occupancy per UBC: 0002 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Storm Drainage: N Street Use: N Profit: N Water Main Extension: Water Meter: doc: Devperm N Private: N N D03 -390 Public: N Non - Profit: N Public: N Printed: 01 -27 -2004 doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: _ _) ( ' Print Name: ���� ,Zdv Date: / 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating • • tructio • the • -rfory - nce • work. I am authorized to sign and obtain this development permit. Sig . ure: ././PA, _ � Date: - 7 & 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 suspended or abandoned for a period of 180 days from the last inspection. D03 -390 Printed: 01 -27 -2004 �n�.vavn� w.w awacl- 4xaa.. ...w..,t,utY. i�uYL niul .f'uai•Lu'Mp♦<F.pl. {y:irt.-t� z Iz cc w QQ J o 00 U) 0 J = U) 11., w o u. a I- = w _ z �. � z ,- w w U 0 0 E- ww H U . —O •• z W U 2 O~ z Parcel No.: 3324049019 Permit Number: D03-390 Address: 9404 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 12/23/2003 Tenant: MUSEUM OF FLIGHT Issue Date: 01/27/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 5: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 6: 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). 7: 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 of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signa re: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS D03 -390 Date:2/ Printed: 01 -27 -2004 ,:t: ,a .. ,,,.,�, �n�.:.i..4�.. `wi7•L. .ww�::,.:w,...i.+J... -.. ._.,e... ,,.. u.F �!�•a:•;.... u,�..?aA,.:ai"t OZ.)+,.,z» a4:rsr.,ua.tW4'4 VIZA, . ;tta.)4S:•rks � :�_.Aut,i:iSi Mailing Address: 1,.//e/ilii �. CITY OF TUKWIL4 / Community Development Department /f it ' Public Works Department (" Permit Center j 11K�� 6300 Southcenter Blvd., Suite 100. Tukwila, WA 98188 Site Address: 7%b y Li /0//// ame: Property Owners Name: 4/6MV "7/ Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 3. ! l3 7.07 Suite Numbe Floop: New Tenant: El .... Yes Name: f //1� 42 /2 Mailing Address: ,11 16/1S417!"l C--fr 5' !S 3 E -Mail Addres.: c s /,4 / _ 2 _ , dpi% ;NERA Company Name: Mailing Address: Contact Person: 4/11'7,0 E -Mail Address: Contractor Registra ion Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: — lappliation$ permit application (7.2003) ONTRACTOR:INF.ORMATI V RECORD [ 1:plans must be wet stamped by. 'Architect °of Recor ENGINEER:,OF All, plans' must_ be wet stamped by Engineer of Record Day Telephon City Fax Numb r 7 /ea State Zip 7 /&L_S City tate Zip Y Telephone: �. �1 ) 3 CSCG Co /'% /7� Da Fax Number: /.2L 7/61-•c State Zip City Day Telephone: Fax Number: City State Zip Day Telephone: / 2 / -7r / �� . GA S i L (1/ ryas - ��� Fax Number: P '..Y'1't' +.�...�^?:'•R'Y "r .; V,_,�r,�,.1,�; *WILD C E t1VII� I ORMAT '` � �� i'br'f,"+ ??'at.4's.CJL'Ktr•'Y' ;t ' : .�u y .'_� t '�, g }...toci�:,�3ti+,''': t.w�`thF,'%.j., :,�1!;�.r>'<FCsa;[.. �.ri:"�iT'z3':;;":S�'1� Valuation of Project (contractor's bid price): ,2 Scope of W rJC cplease g�etailed informat•on): e7, dez t Will there be new rack storage? 0 ..Yes ❑ .. No If "yes ", see Handout No. for requirements. oo r: Floors• Basement Accessory, ,Structure* AttachediGarage .Detached•Gairage Attached :Cargo Detached.Car� overed:Deck` - ..• Uncovered.Deck. Addition to Existing Structure Type of Construction 7/7 Type, of Occupancy per UBC /9- Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ....Yes 0 ..No If "yes ", explain: PLANNING DIVISION: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprink s ❑ ..Automatic Fire Alarm ❑..None p . Other (specify) Will there b stor�ge or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes ❑ .. No If "yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3.2003) 3/2003 ,3 43 '1 vi 2 'qtr: rovide All Building.Areas; Footage Below: Page 2 Existing Building Valuation: $ IfiTrA i r� ;Y, .f ,�'ry1l, tip'�i" ��' ' ,`- , r i, ,:•t r n,�' 7 ri,F Scope of Work (please provide detailed information): P1ease Public? Works Bulletin #1 for fees and estimate'sheet Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. 0 ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public bpplications\permit application (3.2003) 3/2003 Call before you Dig: 1- 800 -424 -5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line If WO# WO# WO# Private Private ❑ .. Highline ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage Page 3 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size Il A kl'• FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ... Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip 45 • f. fia rzf t 13d 11.4, 41 440if +L''�'c'.'.' : Type: ,' Qty.. Unit.Type . Qty; Unit Type : Qty Boiler /Compressor:... Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 IIP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU 1 Ieat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind } ACA P, ERNIITJNFORMATION 206.431 367 t ' r ti, ..t. w � ... L � t' MECHANICAL CONTRACTOR INFORMATION Y 4- Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... Commercial: New ....❑ Replacement ....0 Fuel Type: Electric EI Gas ....J Other: Indicate type of mechanical work being installed and the quantity below: PE #AP Ilication; :: Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY - _ • WS OF THE ATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING • • a ER • Rai T ORIZ ► • GENT n Signajure: , /Ate Date: J X/�i 43 Pri t Na Mailing Address: tapplications■permit application (3.2103) .. . i... a... �.. r. �. w. RUV -1wtlY.rN1+E^fC.�l�,i.`r�:'^'• f�< i ?. Day Telephone: City �nRl:� n=r 40f!:l State Zip z w IX I J U 00 co co w J N w 0 2 J u_ < tn� = a w z = 1-- O w ~ 0 O N O I— W W � r - u .• Z W = O h- z z ~w re 2 Parcel No,: 3324049019 Permit Number: D03 -390 -J U Address: 9404 EAST MARGINAL WY S TUKW Status: PENDING co o Suite No: Applied Date: 12/23/2003 w = Applicant: MUSEUM OF FLIGHT Issue Date: _1 i_ W O 2 Receipt No.: R03 -01543 Payment Amount: 700.06 w d Initials: SKS Payment Date: 12/23/2003 11:30 AM H W User ID: 1165 Balance: $0.00 z H 1- O Z I— LLI ID U � O - O I- W W = U Type Method Description Amount LI 0 Payment Check 32923 700.06 U w H = O t Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 MUSEUM OF FLIGHT BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE RECEIPT Account Code Current Pmts 000/322.100 000/345.830 000/386.904 421.55 274.01 4.50 Total: 700.06 5925 12/23 9116 TOTAL O28.r)5 Printed: 12 -23 -2003 Z Project: (tell F 11. Type of Inspection: Ac � �i 7 (/ ' � Date , Called Le-AZ C/ 5 7/0 Special Instructidns. Date Wanted: ✓ � )0(0 a.m. f p , Regix er: l• Phone No: INSPECTION RECORD Retain a copy with permit INSPECT NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: i Inspector: Date: EQUIR D. Prior to inspection, fee must b paid at 6300 Southcenter B vd., Suite 100. Call to schedule reinspectiol El $47.00 REINSPECTIO Receipt No.: Date: Pr ect: (A4--q k11/1 6 c--1-1- Type, o f Inspection: fra, Address: t o i O cw r l'a Date Called : ��, St 2 l ( ?) �� Special Instructions: [Date Wanted: c p, 1 I a )oci ` Requestsz, Phone, o: s6, t 0 4 - 3ro INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670 Approved per applicable codes. 0Corrections required prior to approval. COMMENTS: Wri'\ r. . r w\P1 -k Inspector:" _ %Wvt -tr Date: ` El $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 "TJ;:f.ilryi7la %!!•'u`'3'....' '14a.;& %tiOi6 ;;;t41:4;d, .z.1 i1�„`:•Cncx;a; Pr je i M OF YJ4 E4/ ,2/ � Type of Inspection: ..)) 2 -L-L.- / - 7,e71 ,6 / Ad re 9 ,. e, iit�P .ray Date Called: /- _gi > —o Y Special Instructions: /V 4) ` G © l>i� 4: Ns -W, Date Wanted: Sa�rr ,, p.m. Requ�s'ter: �f� j j'� /./� /) Phone No: ) . "3e.7 / — 5,C)‘p (_:.) INSPECTION NO. INSPECTION RECORD `Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .9& 3 -3; (206)431 -3670 A pproved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Q„) Pc Oral- VC. S r\ -? r)" " Pi"C11 S Date: 6 2 Receipt No.: Date: Pr ect: ` � Type of Inspectio, • (1= ./f- , eZse--/- I l, dl -/ �./r /ia/ A ess: . (/ rn &/e4 Dale Calle : / o # Special Instructions: ' Date Wanted: ..C a.m._ / er'" ( P.m. Regtfeste k o: „.) . 3,, / .. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE (206)431 -3670 Eg Approved per applicable codes. COMMENTS: C D r ) C ,,o n s fl - �- Corrections required prior to approval. Date: I 's117.00 REINSPECT ON FEE REQUIRE . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 00. Call to schedule reinspection. Receipt No.: Date: • File: D03 -0390 35mm Drawing #1 -6 C T E N G I N E E R I N G DESIGNER: Structural and Civil Engineers STRUCTURAL CALCULATIONS MUSEUM OF FLIGHT - EXHIBITS SEATTLE, WA PACIFIC STUDIOS 5311 SHILSHOLE AVE. NW SEATTLE, WA 98107 206 - 783 -5226 STRUCTURAL ENGINEER: CT ENGINEERING 180 NICKERSON ST. SUITE 302 SEATTLE, WA 98109 206 285 -4512 CITY OF VILA AP 3 0 15 200A AS NUt LC BUILDING DIVISION FtECE7VEo CITY OF TUKWILA DEC 2 3 2003 PERMIT CENTER 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285-0618 EXPIRES 7/27/ j to , ?2c/c2 C T EN G 1 N E E Project: Client: Structural Engineers •P LL C ,/ ,7 7 ,v,� p Date. / 2//? -/ 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285.4512 FAX: Page Number. L -/ (206) 285.0618 ae" 3 i L 2, ✓ Grp S/ ' "cr ,ir •Zs ,.- Cr•+� -*� 1 . v , i / q % ` r C .�/7`•�c L /c +c /6) s 6 " v, c . //3 J'? -i .1 .y+7cr��4 e c -r% c =.3 / 7.= G y y) ��� i � Z •Z;) // / / f/' / .Lcr c ‘,41 4 Al • , i 2 _ G�J•rcc. / v r S' r ee / 'e^ Sd /�. i .� �' cam- * r r s .2l` /3 s ' 7/v A / G w f / - f__ 2. d a y /G9 02 6e..5 = 6 5G e-. Z ak- /,;J 7","■-',.-,..,a. L✓/ = 7 ,- /V SC /✓c✓ •'•r r/ 41.7 _ 253 I/ �y " Ty r Gv7i-3 e c" p -G. Tc G 3 X3 X 2 4 y e� , c y �� /lam ,,✓ ---� -• ca f /'vr.� / Slsa«r- �.�; - y )z 2 ��,.�� S cv ,o.tD/ ,e.nr , s`�':uaiei:a:r� z = f w J O 0 1n CO Li.. w � Z d � Z = 1— O w • ~ w U� O • 1— ww 1- - Ll. 0 z w U O ~ z Project. • Client. Page Number Lr6 ljew(4' 44e1, di,e4 671:2e 1 ri P 1. LC ■•■• d.:32 ;1 1.•( r • . I I .,.- • • , . \ e • A-- . G1---*•••••••••••••••••■ t( "' I. , r v PO / ‘., , ..__.. ,..__. Structural Engineers t 3/.3 .1.••.- _est_ _C c ** 4 - 4. 12x3 - V.a tS Date. " • 29 4,„14. /f 7 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: (206) 285.0618 6%1 Project: Client: Structural Engineers P L L C Date. 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: Page Number L — 3 (206) 285-0618 r „=". /2. r „egs , -c C-7 - / 7C 7 4Z . ( r' w ` C c ',- e—. G‘) 2 /2.5 • . GOUT .= /G _ /S — /o /" • 9 4: 4 ;;; , — 4's 3 or- /mss S de. V S: .OI —�� .�� � D i v I,/ w (�) f (/) " , /38 X/-/y , 6.-azc t s SjS /C ?. - 44,2 /c 2 / S i .3 / Ivu ,,..e )--A-..,-, i ‘ 95 , i / 7 - ' 4 ' ' . ' - r' C2)1/4'a.. 4 -- } ) ^ 4.4-11-g— 6'r) -arc) 4- 2.f% Pe =a2 /7 ' �r «S tD t�-r /^-7 Sj c?` �, l�� <f • y .° �— /2 9 7-1. ��aG ?� V S.5 G621 �. Ga, = / O, _/03 /v 3' /�I /y - /17 c9ar /es j ,. dC.. Section Thickness (in) Area Weight ixx (in Sxx (in) Rx (in) lyi (10 ' Ry (in) lxx (In Sxx Ma (in Va (lb) Ycg (In) fxx Sxx Ma Va (10 (in (lb) Ycg (in) :. J''''" '-- Cw (in Xo (in) Ro p (in) e505137-33 0.03*6 oxor 0.67 0.203 0.163 1o15 ouoo 0.515 0.20 0.156 3.09 1040 1272 0.079 0.075 -1.170 1a3 0.486 2505137-43 0u*51 0.255 0.87 0,261 0.20 1.010 0.067 0.511 0.261 0.205 4.53 1350 1,260 0.173 0.09* -1.158 1.620 0.489 e50537-5* 0.0566 0n16 1o7 0.318 0.25 1o0* 0.080 0.50 0.318 0.255 5.7e 1656 1.250 0.318 0.244 8.22 2510 1.274 0.337 0.113 -1.150 1.60 0.48 2505137*8 0.0713 0.390 1.33 0,386 0.30 0.994 0.09 0.495 0.386 0.309 7.19 2017 1.250 0.386 0.308 10.65 3057 1.251 0.66 0.134 '1.142 1.59 0.486 e5051eem3 0.0346 0.223 0.76 0235 0.188 1.027 0.087 0.6:4 0.235 0.180 3.55 1040 1.274 0.089 0.144 '1.501 1.ee3 0.390 25051e2-43 0.0*51 0.28e 0.98 0,302 0.21e 1.02e 0.111 0.620 0.302 0.240 5.22 1350 1.253 0.196 0.182 '1.*89 1.90e 0.392 2505162'5* 0.0566 0.358 1.22 0.370 0.296 1.016 0.135 0a13 0.370 0.296 6.57 1656 1.250 0.370 0.288 8.62 2510 1.267 0.383 0.219 '1.482 1.898 0.391 3505162-33 0.0346 0.258 0.88 � 0.508 0.290 1.404 ~~~=. ��=.~ 0.098 0.617 0.605 0.460 0.360 8.21 2017 =.~~ 1�m ~=~. ~ . 0.389 ��~=~�.�~~ 350e1e2-43 0.0451 0.334 1.14 0.654 0.374 1.400 0.125 0.612 0.654 0.37e 8.08 1777 1.755 0.227 0.345 -1.339 e.031 0.5e5 3505162-5* 0.0566 0.415 1.*1 0.804 0.460 1.39e 0.152 0.606 0.804 0,460 10.20 2403 1.750 0.804 0,447 13.37 3446 1.773 0.443 0x18 '1.331 2.019 0.566 3505162-68 0.0713 0.515 1.75 0.985 0.563 1.383 0.184 0.597 0.985 0.563 12.83 2959 1.750 0.985 0,557 18.89 4483 1.758 0.872 0.503 -1.321 2.004 0.565 3625137-33 0.0346 0.236 0.80 0.479 0.264 1.424 0.059 0.501 0.479 0.254 5.02 1039 1.842 0.094 0.162 -1.026 1.826 0.684 3625137-43 0.0*51 0.306 1.04 0.e16 0.310 1.419 0.075 0.497 0.616 0.33*7.38 1777 1.826 0.e07 0.204'1.015 1.8140.e87 3625137-54 0.0566 0.379 1.29 0.756 0.417 1.411 0ue1 0.490 0.75 0.417 9.43 2497 1.812 0.756 0.400 13.47 3446 1.844 0.405 0.2*6 -1.006 1u01 0.688 3625137-68 0.0713 0.470 1.60 0.922 0.509 1.401 '0.109 0.480 0.922 0.509 11.87 xorn 1.812 0.922 0.508 17.56 *661 1.814 0.797 0.294 -0.996 1.784 0.689 3625162-33 0.0346 0.262 0.89 0.551 0.304 1.*50 0.099 0a16 0.551 0.292 5.77 103e 1.843 0.105 0.293 '1.335 2.065 0.582 362516e43 0.0451 0.340 1.16 0.710 0.392 1.445 0.127 0.611 0.710 0.389 8.46 1777 1.818 0.230 0.371 '1.3e3 2.052 0.585 3625162-5* 0.0566 0.422 1.44 0.873 0.481 1.438 0.15* 0.604 0.873 0.481 10.69 2497 1.812 0.873 0.468 14.00 3446 1.836 0.451 0.449 '1.314 2.040 0.585 0.0713 0.5e* 1.78 1.0e 0.59 1.429 0.186 0.596 1.069 0.590 13.44 3076 1z12 1.069 0,584 19.80 4661 1.820 0.887 0a40 -1.305 2.024 0.585 uaoocoo*n 000uo 0.297 1.01 0a48 0.35 1,478 0.177 0.772 ozwo 0.318 6.29 1039 1u98 0.118 0.571 -1.770 u.400u/no oocauou^m 0.0451 0.385 1.31 0.836 0.461 1.474 0.227 0.767 0.836 0.448 8.85 1777 1u3* 0.e61 0.726 '1.758 2.419 0.472 3625200** 0,0566 0.479 1.63 1.030 0.568 1.467 0.277 0.761 1.030 0.566 12.3e 2497 1.812 1.030 0.509 15.e5 3446 1.898 0.511 0.884 '1z50 2.407 0.471 3625200-68 0.0713 0.595 2.02 0.603 0.301 1.556 0.061 1.265 0.6o8 0.49T 0.603 *ne 0.603 u.uyn 5.74 936 1.812 2.031 1.844 4005137-33 0.0346 0.249 0.85 0.099 0.200 -0.987 1.908 0.732 4005137'43 0.0451 0.323 1.10 0.776 0.388 1.5510.078 0.*910.776 0.38e8.43 1777 2.014 0.219 0.253 -0.976 1.897 0.735 4005137m* 0.0566 0.401 1.36 0.953 0.477 1.5*2 0,094 0.*84 0.953 0.477 10.78 2777 2.000 0.953 0.457 15.40 34*6 e.034 0.4e8 0.305 -0.967 1.88* 0.737 45137-68 0,07 0.497 1.69 1.165 0.582 1.531 0.112 0.475 1.165 s 0.582 �o. 13.58 3429 o cy .o uo 2.000 � �. n� ��u� 20.10 u 19e 2.002 0.842 0.365 +p.aon 1.866 0.738 *onu1me�o' '0. 0.275 un*' 0.692 0.34B 1.586-0.103 u1 m 0.692 0.332 6.57 936 2.032 • '' �` • . '' � 0.110 0.358 '128 2.133 0.635 4005162-43 .o�sr 1,21 0.892 0.446 1�o 0.131 0.606 0.892 0.443 9.63 1777 2.006 ' ,'' 0.242 0.453 -1.276 ox:u 0,638 4005162-54 0,443 1.51 1.098 0.549 1.574'0.159 .0s00 1:098 0.54e 12.18 2777 2.000 1u98 0.533 15.96 3446 2.026 0.473 0.550 -1.268 2.108.0m38 '4005162-68 0.0713 0.550 1.87 1.346 0.673 1.564 0.192 0.591 1.346 0.673 15.34 3429 2.000 1.346 0.666 22.60 51e 2.009 0.933 0.663 -1.258 ':.092c.639 *onaeuouu 0.0346 0.310 1u5 0.81e 0.40 1.61e 0.183 0.769 0.805 0.362 7.16 936 2.09 0.124 0.689 -1.715 2.481 0.522 4005200-43 0.0451 0.402 1.37 1.047 0.524 1.e15 0.235 0.7e* 1.047 0.509 10.06 1777 2.023 0.272 0.876 '1.70 2.468 o.oc^ 4005200-5* 0.0566 0.500 1.70 1.29 0.646 1,608 0.287 0.75 1.292 0.646 14.06 2777 e.000 1.292 0.580 17o6 3446 2.091 0.534 1u68 -1.69 2.456 0.524 *005200'68 0.0713 0,622 2.12 1.589 0.795 1.599 0.349 0.750 1.589 0.795 17.68 3429 - 2.000 �s o 1.054 ' 12 ---- 5505162m3 _'''- ' . 0.03*6 0.327 - - ' 1.11 '1.4no 0.530 ' _ 2:12 -- 0.113 _- 0.589 - = 1/458 0s12 . 10.11 - 670 - e.787 . ` ' � ' _ --- 0.130 0.704 '1.13* 2.468 0.789 5505162-43 0.0451 0.424 1.44 1.88a 0.685 2.107 0.145 o�o* 1.883 0.681 14.79 1487 2.757 • • • ` o0.288'0.0.288'0.894 -1.123 2.458 0.791 5505162-54: 0.0566 0.528 1.80 2.324 0.845' 2.324 0u45 18.76 2.324 0.821 24.59 2967 2.782 0.564 1.088 -1.114 2.4*5 0.792 5505162-68 0.0713 . 2.24 2.861 1f40 2.861.0313*.94 5468 2.761 1.114 1.31� .2A27 0.793 6005 137-33 0.0346 0.318 1.08 1.582 0.527 2.229 0.069 0.464 1.582 0.510 10.07 612 3.039 0.127 o�oo �uu 24e1 0.884 6005137-43 0x451 0.413 1.41 2.042 0a81 2.223 0.087 0,459 2»42 0.670 14.80 1358 3.018 0.280 0.62 -0.813 2.411 0.886 6005137'54 0.0566 0.51* 1.75 2.518 0.839 2.e13 0.105 0.452 2.518 0.839 18.98 2708 3.000 2.518 0.809 27.23 2708 3.042 0.549 0.757 -0.804 2.398 0.888 6005137'68 0.0713 0.640 2.18 3.094 1.031 2.200 0.125 0.4*3 3.094 1.031 24.05 4442 3.000 3.094 1.029 35.60 54e8 3,002 1.084 0.911 -0.793 2.380 0.889 6005137'97 0.1017 0.889 3.03 4.188 1.396 2.170 0.159 o.*eu *.188 1.396 3*.48 7372 3.000 4.188 1.396 50.80 11124 3.000 3.066 1.17e -0.770 2.341 0.892 somo,00�o� 0.0346 0.344 1.17 1.793 0.598 2.282 0.116 0.581 1.793 0.577 11.41 612 3.039 ' 0.137 0.851 '1.091 2.595 0.823 *005162-43 0o451 0.447 1a2 2o16 0.772 e.276 0.1*8 0.576 2,316 0.767 16o8 1358 3.007 0.303 1o82 '1.081 2.585 0.825 600516*54 0.0566 , 0.556 1m9 2.860 0.953 2.267 0.180 0.570 2.860 0.953 21.17 2708 3.000 2.860 0.927 27.76 2708 3.034 0.5e4 1.318 '1.072 2.572 0.826 600e16e68 0.0713 0.693 2.36 3.525 1.175 2.255 0.218 0.560 3.52e 1.175 26.79 *42 3.000 3.525 1.16* 39.46 5468 3u11 1.174 1.596 '1.061 2.554 0.828 6005162-97 0.1017 0.966 3.29 4.797 1.599 2229 0.283 0.541 4.797 1.599 38.37 7372 3.000 4.797 1.599 56.73 1112* 3.000 3.329 2.093 '1.039 2.518 0.830 aonouuo'ou 0.0346 0.379 1.e9 2.075 0.692 2.340 0.209 0.743 2.059 0.617 12.20 612 3.135 0.151 1.577 -1.479 2.866 0.734 e005200-43 0o*51 0.4e2 1.67 2.683 0.894 2.335 0.268 0.739 2.683 0.873 17.2* 1358 3.028 0.334 2.012 '1.468 2.855 0.73* 6005200*4 0.0566 0.613 2.09 3.319 1.106 2.327 0.328 0.732 3.319 1.106 24.07 2708 3.000 3.319 1.002 30.01 2708 3.117 0.655 e.461 '1.*5e e.842 0.737 suooeon'oo 0.0713 0.764 2.60 4.101 1.367 2.316 0.400 0.723 4.101 1.367 30.42 4*42 3.000 *.101 1.317 43.71 5468 u.o^r 1.295 2.997 '1.448 2.826 0.737 uuoouou'or 0.1017 1.067 3.63 5a12 1.871 2.293 0.530 0.705 5.612 1.871 43.*9 7372 3.000 5.612 1.871 64.53 11124 3.000 3.679 3.981 '1.427 e.791 0.739 6005250-43 0.0451 0.537 1.83 3.082 1u27 2.3e6 0.458 0.923 3.082 0y18 18.14 1358 3.13* 0.36* 3.379 '1u98 3.193 0.647 suuoco*»* 0.0566 0.670 .u.au 3.819 1.273 2.388 0.562 0.917 3.81e 1.159 22.90 2708 3.115 3.760 1.069 32.00 2708 3.207 0.715 4.146 '1.889 3.180 0.647 6005250'68 0.0713 0.836 2.84 *.727 1.576 2.378 0.688 0.908 *.727 1.52e 30.08 4442 3.045 *.727 1.342 *0.1e 5468 3.191 1.416 5.071 '1.e78 3.16* 0.647 6005250'97 0.1017 1.169 3.98 6.496 2.165 2.357 0.923 0.889 6.496 2.160 48.80 7372 3.003 6.49e 2.063 69.38 111e4 3.062 4.030 6.798 '1.857 3.130 0.646 ffSCAEcg. r^� Structural (S) Stud Section Properties `We to thickness ratio exceeds 200. Web stiffeners are requred at all support points and concentrated loads. See Section Property Table Notes on page 6. Section Properties ��^°��~^. . / . ~^ ~~| U �° == 7 70 DP sigrri. . ' 711 ow t. A•.:: .•Arest Ril•:4 1iljgil!olift'!.."(tn ):!'•:•(IIIV 'frier :tilibtrtpsy.011 34fm ,..1*I ;!.rotiVc.li'V ..- '.....1kX-.,',.., groitcs--hbreiptim rstonitIL .. 'tn:T.N.W 4007100-18 0.0188 0.113 0.38 0.259 0.125 1.513 0.009 0.285 0.222 0.070 1.38 145 2.529 0.013 0.028 -0.464 1.608 0,917 400T100-27 0.0283 0.170 0.58 0.389 0.188 1.514 0.014 0.283 0.350 0.150 2.96 494 2.228 0.045 0.042 -0.460 1.608 0.918 400T100-30 0.0312 0.187 0.64 0.429 0.207 1.514 0.015 0.283 0.393 0.169 3.33 661 2.214 0.061 0,047 -0.459 1.607 0.918 400T100-33 0.0346 0.207 0.71 0.476 0.229 1.514 0.016 0.282 0.444 0.192 3.79 901 2.199 0.083 0.051 -0.458 1.607 0.919 4007100-43 0.0451 0.270 0.92 0.620 0.298 1.515 0.021 0.280 0.606 0.267 5.28 1777 2.159 0.183 0.066 -0.454 1.606 0.920 400T100-54 0.0566 0.339 1.15 0.763 0.373 1.520 0.026 0,278 0.783 0.357 7.06 2799 2.130 0.771 0.339 10.16 3446 2.167 0.362 0083 -0.451 1.609 0.922 400T100-68 0.0713 0.427 1.45 0.995 0.468 1.527 0.032 0.275 0.995 0.468 10.42 3664 2.125 0.995 0.456 13.65 5468 2.144 0.723 0.104 -0.447 1.614 0.923 400T125-18' 0.0188 0.122 0.42 0.300 0.145 1.566 0.017 0.373 0.243 0.072 1.43 146 2.634 0.014 0.052 -0.647 1.735 0.861 400T125-27 0.0283 0.184 0.63 0.449 0.217 1.562 0.025 0.372 0.380 0.156 3.08 494 2.306 , 0.049 0,077 -0.641 1.729 0.862 400T125-30 0.0312 0.203 0.69 0.495 0.239 1.562 0.028 0.371 0,427 0.176 3.49 661 2.289 0.066 0.085 -0.640 1.729 0.863 400T125-33 0.0346 0.225 0.76 0.549 0.265 1.563 0.031 0.371 0,484 0.201 3.97 901 2.272 0.090 0.094 -0.639 1.728 0.863 400T125-43 0.0451 0.293 1.00 0.716 0.344 1.563 0.040 0.369 0.666 0.282 5.57 1777 2.227 - . 0.198 0.122 -0.635 1.727 0.865 4007125-54 0.0566 0.367 1.25 0.904 0.431 1.569 0.049 0.366 0.882 0.381 7.53 2799 2.191 0.849 0.359 10.74 3448 2.234 0.392 0.153 -0.631 1.730 0.867 400T125-68 0.0713 0.462 1.57 1.150 0.541 1.577 0.061 0.363 1.150 0.517 10.22 3664 2.159 1.134 . 0.488 14.62 5468 2.202 0.783 0.193 -0.827 1.736 0.870 400T150-27 0.0283 0.198 0.67 0.509 0.248 1.602 0.042 0,461 0.409 0.154 3.04 494 2.420 0.053 0.127 -0.834 1.864 0.800 400T150-30 0.0312 0.218 0.74 0.561 0.271 1.803 0.046 0.461 0.458 0.183 3.61 661 2.359 0.071 0.139 -0.833 1.864 0.800 4007150-33 0.0346 0.242 0.82 0.622 0.300 1.603 0.051 0.460 0.519 0.208 4.12 901 2.342 0.097 0.154 -0.831 1.863 0.801 400T150-43 0.0451 0.315 1.07 0.811 0.390 1.604 0.066 0.458 0.719 0.293 5.80 1777 2.294 0.214 0.200 -0.827 1.862 am 400T150-54 0.0566 0.396 1.35 1.025 0.489 1.610 0.082 0.456 0.960 0.399 7.89 2799 2.253 0.918 0.374 11.19 3446 2.301 0.422 0.251 -0.823 1.865 0.805 4007150-68 0.0713 0.498 1.69 1.306 0.615 1.619 0.102 0.453 1.286 0,548 10.82 3664 2.214 1.237 0.513 15.35 5468 2.264 0.844 0.318 -0.818 1.870 0.808 400T200-33 0.0346 • 0.277 0.94. 0.768 0.371 1.866 0.113 0.639 0.581 0.220 •4.34 . 901 2.469 •, : ., • • .: ' ... .. 0110 0.335 -1.240 2.173 . 0.674 400T200-43 . 10451 0.360 • . 1.23 1.002 0.482 1.668 '0.148 0.637 0.811 0.311 8.14 1777 2.418 ' • . ,' • • -. ' • . . ' 0.244 0.435. -1.235 2.171 0.676 4007200-54 0.0566.. 0.452. 1.54 1.268 0.604 1.675 0.182 0.635 1.093 0.426 8.42 2799 2.374 1.037 0.397 11.88 3446 2.426 0.483 0.549 • -1.231 2.173 0.679 ' 4007200-68' 0,0713 ' 0.569 • 1.94 1.617 ' 0.761 '1685 ' 0.227 0.632 1.485. 0.591 '11.68 3664 2.327 '1.412' 0,549 16.42 5468 2.385 0.965 0.699 -1.226 . 2.178.' 0.683 ... . . . .. __. ..... . .. _ 0.057 0.087 -0.388 2.040 0.964 550T100-27 0.0283 0.212 0.72 0.837 0.297 1.985 0.014 0.261 0.775 0.206 4.07 357 3.204 5507100-30 0.0312 0.234 0.80 0.922 0.327 1.985 0.016 0.261 0.861 0.251 4.97 478 3.087 0.076 0,096 -0.387 2.040 0.964 5501100•33 0.0346 0.259 0.88 1.022 0.362 1.985 0.018 0.260 0.963 0.312 6.17 652 2.959 0.103 0.106 -0.386 2,039 0.964 5507100-43 0.0451 0.338 1.15 1.332 0.471 1.986 0.023 0.258 1.305 0.429 8.49 1443 2.915 0.229 0.136 -0.383 2.039 0.965 550T100-54 0.0566 0.424 1.44 1.678 0.589 1.990 0.028 0.256 1.678 0.568 11.22 2799 2.883 1.654 0.544 16.29 2859 2.922 0.453 0.170 -0.380 2.042 0.965 5501100•68 0.0713 0.534 1.82 2.125 0.739 1.995 0.034 0.253 2.125 0.739 . 16.45 4442 2.875 1125 0.723 21.65 5468 2.895 -:. -• 0.904 0.213 -0.376 . 1046 0.966 5517125-27'. ' 0,0283 0.226 : 177 ' am 0.336 ' 2.)46 0027 15.348 0.836 1207.' 4.09 • '. 357' .1337 ,...•-.. .. -. • .,. : , 1„'... .., ,,. : .." • . 0.060 . ' Oat -0.550 , 2.'16; 1934 55011 25-30. 10312'; . 0250; . 0.85. •'' .. 1-045 • 0.370 1046 .1030 ;1347 0231: :0252 :4..97.''. 4781•: 223 . ,"..: - ....; ,* :''',":;•.•. •'. ..;. 0.081::: ' -0.549 2.147; 1935 5507125-31 • ' 0.0340 . 0.277', • 194 . 1,159 1410' 1046' 1033 0246, 1.042.' 1311 '&16 •• 651 1094 ,. ,..-.•. '. . .f' : ;::..•;•'....;....; •?,...; ." .. ...`, 0.110i' . 0.194 . ..0.547 . , 2146 0.935 5507125-43 ; ..:: 00451' ' 1360 .. 1.21 1.510 , 1533' 2.047.'1043 1344 : 1417 . 0.451 ' 8,91 : 1443* 2291 ;:.., l :, ;-:.. . - ; . ..:1,• - 1 y':::: .' . 0244'; 0251 . -0.544 2.146 0236 5507125-54' ' 0.0566. 1452 :1.54 , 1-003 . 0.668- 1051 0.053; 0-042 1261.: 0-002 .11.89: 2799 ;1949 ;1260 1572,•: 7:11 2659: 2,997 0A83 .* 1314' -0.840.' 1149' 1937 5507125-68' • 0.0713. • 0.569 ..1.94 '2,412 . 0.839. 2.058 0.066 0.339 2.412: 0.807 16,95. 4441 2.913 2.379 0.769. :23.02 .5468 2.960 0.965 0.395 . -0.636 • 2.154 0.936 5507150-27 0.0283 0.241 0.82 1.059 0.376 2.098 0.046 0.436 0.893 0.207 4.10 357 3.460 0.064 0.262 -0.724 2.262 0.898 5507150-30 0.0312 0.265 0.90 1.168 0.414 2.098 0.050 0.435 0.995 0.251 4.96 478 3.349 0.086 0.268 -0.723 2.262 0.898 550T150-33 0.0346 0.294 1.00 1.295 0.459 2.099 0.055 0.434 1.115 0.310 6.12 652 3.224 0.117 0.319 -0.721 2.261 0.898 5507150-43 0.0451 0.383 1.30 1.688 0.596 2.099 0.072 0.432 1.516 0.468 9.25 1443 3.066 0.260 0.412 -0.717 2.260 0.899 5507150-54 0.0566 0.480 1.63 2.128 0.747 2.105 0.089 0.430 2.005 0.628 12.41 2799 3.020 1.928 0.595 17.81 2859 3.072 0.513 0.517 -0.714 2.264 0.901 550T150-68 0.0713 0.605 2.06 2.699 0.939 2.112, 0.110 0.427 2.660 0.850 16.80 4442 2.974 2.569_ 0.804 24,07 5466 3.029 1.025 0.652 -0.710 2.269 0.902 5507200-33 ..• . 10346" 1329. 1.12, 1,567 • 1555.1184 0.123 0,613 1246 0.307, 606. 652 1453 :• .,, . • •.. .. ' ' .*: .. 1131; 0.692 A:097' 152 0.810 ' 5501200-43 . ; 10451... 0A28J . 1A6.; • 1043: 0.722' 1185. 0.160..0.611 '1.690' 0A95•, 9.71 1443 a209 ; ' ''. ; • - : - . :..... • .... .. 0 290," 0,896 .11.093 . 2.51 0.812 5507200-54 ' ' 0.0566 0.537. 1.83' 2.578*. 0.905 2.191 0.19940.609 .2.253 0.669 13.21 '2799 3.158 ,* 2.153.: 0.63 , -1186- 26 59.3.215 0.573 1.129. -1.089 2.52 0,813 5507200-68 0.0713 ..... 0.676 . • 2.30 3.274 . 1 ' 2.200 0.248 0.606 3.027. 0.914 ' 18.08 4442 3.103 • 2.894 0.857 25.67' 5468 3.188 1.146 1.428 -1.0840 2.53 , 0.816 . 600T100-18' 0.0188 0.151 0.61 0.689 0.225 2.140 0.010 0.257 6007100-27 0.0283 0.226 0.77 1.038 0.338 2.140 0.015 0.255 0.968 0.223 4,40 327 3.559 0.060 0.106 -0.369 2.186 0.971 6007100-30 0.0312 0.250 0.85 1.142 0.372 2.140 0.018 0.255 1.076 0.270 5.34 438 3.437 0.081 0.117 -1368 2.186 0.972 6007100.33 0.0346 0.277 0.94 1.267 0.412 2.140 0.018 0.254 1.202 0.335 6.62 597 3.298 0.110 0.129 .0.367 2.186 0.972 6001100-43 0.0451 0.360 1.23 1.650 0.536 2.140 0.023 0.252 1.617 0.491 9.70 1321 3.167 0.244 0.166 .0.364 2.185 0.972 600T10054 0.0566 0.452 1.54 2.077 0.670 2.144 0.028 0.250 2.077 0.648 12.80 2617 3.134 2.049 0.622 18.62 2617 3.174 0.483 0.207 -0.361 2.188 0.973 6007100-68 0.0713 0.569 1.94 2.629 0.841 2.149 0.035 0.247 2.629 0.841 16.72 4442 3.125 2.629 0.824 24.67 5251 3.146 0.965 0.259 -0.358 2.192 0.973 6007100-97 0.1017 0.811 2.76 3,784 1.191 2.159 0.047 0.241 3.784 1.191 27.68 7850 3.178 3.784 1.191 41.07 11124 3,178 2797 0.363 -1350 2.201 0.975 6007125-18 • 0.0188 0.160 0.54' 0.776 0.254 2.203 0.187 0.254 6007125-27' 0.0283 0.241 0.82 1.168 0.381 2.204 0.028 0.340 1.041 0.225 4.44 327 3.693 0.064 0.195 •0.525 2.291. 0.948 6007125-30 0.0312 0.265 0.90 1.288 0.419' 2.204 0.031 0.340 1.159 0.272 5.37 438 3.573 0.086 0.214 -0.524 2.291 0.948 6007125•33 0.0346 0.294 1.00 1.428 0.485 2.204 0.034 0.339 1.297 0.335 6.62 597 3.438 0.117 0.237 .0.523 2.291 0.948 600T125-43 0.0451 0.383 1.30 1.861' 0.604 2.205. 0.044 0.337 1.750 0.515 10.17 1321 3.244 0.260 0.306 -0.519 2.290 0.949 600T125.54 0.0566 0.480 1.63 2.344 0.756 2209 0.054 0.335 2.294 0.685 13.53 2617 3.202 2.221 0.653 19.55 2617 3.250 0.513 0.383 .0.516 2.293 0.949 6007125•68 0.0713 0.605 2.06 2.969 0.950 2.215 0.067 0.332 2.969 0.916 18.09 4442 3.184 2.930 0.874 28.17 5251 3.211 1.025 0.481 -0.512 2.298 0.950 600T12597 0.1017 0.862 2.93 4.281 1.347 2,228 0.092 0.326 4.281 1.347 30.43 7850 3.178 4.281 1.347 40.33 11124 3.178 2.973 ' 0.681 .0.504 2.308 0.952 6007150-27 0.0283 0.255 0.87 1.300 0.424 2.260 0.047 0.427 1.109 0.225 4.46 327 3.819 0.068 0.319 .0.694 2.402 0,917 6007150-30 0.0312 0.281 0.96 1.433 0.467 2,260 0.051 0.427 1.235 0.272 5.38 438 3.701 0.091 0.351 .0.693 2.402 0.917 6007150-33 0.0346 0.311 1.06 1.590 0.517 2,260 0.057 0.426 1.365 0.335 6.61 597 3.569 0.124 0.389 -0.691 2.401 0.917 6007150•43 0.0451 0.405 1.38 2.072 0.673 2.261 0.073 0.424 1.868 0.534 10.55 1321 3.321 0.275 0,503 .0.687 2.400 0,918 6007150•54 0.0566 0.509 1.73 2.611 0,843 2.266 0.091 0.422 2.464 0.714 14.11 2617 3.274 2.374 0.678 20.30 2617 3.327 0.543 0.630 .0.684 2.404 0.919 6007150•68 0.0713 0.641 2.18 3.309 1.059 2.273 0.113 0.419 3.262 0.963 19.03 4442 3.227 3.154 0.913 27,34 5251 3.282 1.086 0.794 -0.680 2.409 0.920 6007150-97 0.1017 0.913 3,11 4.778 1.504 2.288 0.156 0.413 4.778 1.504 29.71 7850 3.178 4.778 1.444 43.23 11124 3.222 3.148 1.131 -0.672 2,420 0.923 6007200-33 0.0346 0.346 1.18 1.913 0.622 2.352 0.126 0.604 1.542 0.333 6.59 597 3.803 0.138 0.845 -1.057 2.648 0.841 600720043 0.0451 0.451 1.53 2,494 0,809 2.353 0.163 0.602 2.076 0.865 11.16 1321 3.469 0.305 1.095 -1.053 2.647 0.842 600720154 0.0566 0.565 1.92 3.145 1.015 2.359 0.203 0.600 2.759 0.759 15.00 2617 3,416 2.641 0.717 21.48 2817 3.475 0.604 1.376 -1.049 2.650 0.843 6007200-68 0.0713 0.712 2.42 3.990 1.277 2.367 0.254 0.597 3,698 1.034 20.42 4442 3.360 3,540 0.973 29.12 5251 3.424 1.206 1.739 -1.045 2.656 0.845 6007200-97 0.1017 1.015 3.45 5.773 1.816 2.385 0.354 0.591 5.773 1.667 32.95 7850 3.276 5.558 1.568 46.94 11124 3.345 3.499 2.496 -1,036 2.667 0.849 Section Properties Structural (T) Track Section Properties ' Web - height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. See Section Property Table Notes on page 6. ff.SEAfg2. 42, 1 N1 0 1.333.':. 0 0 No:'of Sections for Member: Calcs 0 ` :.!..; : ='.N2 '17.5 . ' h , 1: , is . •,...; . 0 . N3 0 ! .: 10 ' _ '0 1 N3 0 , :.:.: • ': N4 . ,,17:.5;.: -. .:, ;.,10 0 �. ' 0 .. ., , : N5 0 .: 8 ; :856.;: : . , . 0 :..:: :.,.N6 ;17.5 .s . 1 :8''. .. . , ..: 0: 1 N1 Allowable Stress Increase Factor (ASIF) . 1.333.':. Include Shear Deformation 0 No:'of Sections for Member: Calcs 0 No P -Delta Analysis Tolerance 0 ' h , ,, N2 . ". , is 0 -.4 0 1: ! .: ' _ '0 1 N3 NC .856 0 1.606e -4 ., , : ,,.:; r_�.I; ; . N4 1:V1: .: ;1 ; :856.;: : . , . 0 : :..:: : :,.1 :606e -4 1 N5 .849 • 0 -2.011e-3 111;..: }., " ; I, N6 . :, , ,' : :._ :; : :8491 0 ' -2:011 e-3`' . Steel Code ASD: AISC 9th, AISI 99 Allowable Stress Increase Factor (ASIF) . 1.333.':. Include Shear Deformation Yes No:'of Sections for Member: Calcs Redesign Sections No P -Delta Analysis Tolerance 0.50% • 1 N1 -.2 -.114 0 '1: -i 1 N2 <. . -` :2 : :; 1, ' .114 '0 1. 1 Totals: -.4 0 1 COG (ft): NC NC Company : CT Engineering P.L.L.C. Designer : IT Department Job Number : 03070 Global Joint Coordinates Joint Label X Coordinate ( MOF Y Coordinate (ft ) Joint Displacements, By Combination LC Joint Label X Translation Y Translation in in Rotation (radians; Reactions. By Combination LC Joint Label X Force (k) Load Combinations Num Description I 1 1 LC -1 Member Deflections, By Combination LC Member Label Section x- Translation (in) Y Force (k) RISA - 2D Version 5.5 [C : \RISA\Museumofflight.r2d] y- Translation (n) Uy Ratio (in) . i' g6'! mmv Moment (k -ft) Joint Temperature F Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor 1 1 1 1 1 M1 M2 1 3 5 1 3 5 0 0 0 0 0 0 0 0 .24.. -.46 -.644 -.776 .849 ; 0 -.24. -.46 .644'.. NC 1360:362 793.544 714.715: 987.092 NC 1360.362 793.544 714.715 -.776 I 987.092 849' • NC: December 19, 2003 9:14 AM Checked By: Page 2 .1 N1 M1 Reaction X .02 ::: Reaction ..... .02 0 0 M2 ; .. , : X: :02 :.... " :02: M6 X .02 .02 0 0 ' '! MT:' X 02 • .. :02 N1 Reaction Reaction , s : :. ' N2 > , ... :: ::: Reaction ..... • Reaction Company : CT Engineering P.L.L.C. Designer : IT Department Job Number : 03070 MOF Member ASD AISI 99 Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc (ft) (ft) 1 1 1 1 M1 M3 M5 M7 .764 :788 .000 .978 :75.1 .761 8 0 17.614 17.614 0 .068 .068 .000 .000 .174 .174 0 0 0 2 C5.1.1 -2 C5.2.1 -1 C3.3.1 -1 C5.2.1 -1 • C5.2.1 -3 Member ASD AISI 99 Code Details, By Combination Tn (k) LC Member Label 1 1 1 1 M1 ;M2 M3 M5 M7 13.869 .996 4983 .983 16 :1:87 16.187 26.532 :26.532 19.044 19.044 26.532 2.08 2.08 2.533 2.534'` .324 ::::2:'126 2.126 1 1 1 1 1 .6 .6 85 .85 Basic Load Case Data BLC No. Joint Label Basic Load Case Description Boundary Conditions Pn (k) X Translation (Win) Category Code Steel Design / NDS Parameters Member Section Length Label Set (ft) Y Translation (Win) Mn k -ft) Lb out le out (ft) Category Description Rotation (k- ft/radl Lb in le in (ft) Cb 1 I None M1 M2''.... M3 M4 M5 M7 SEC1 SEC1 SEC2 SEC2 'SECt .. SEC1 8 17.5 17.614 2 1. 1. 1. 1. 1. 1. 0. 0. 0. Member Direct Distributed Loads, Category : None, BLC I : Member Label Direction Start Magnitude End Magnitude (k/ft . F) (k/ft. F) Materials (General Material Label Young's Modulus (ksi) STL I 29000 I 11154 I .3 I .65 ( .49 36 RISA -2D Version 5.5 [C :IRSSA \Museumofflight.r2d] V! Shear Modulus (ksi) Gravity Load Type Totals X Y Joint Point Direct Dist. 4 L_comp Cb Sway le bend K out K in CH Cm B out in R (ft) Poisson's Thermal Coef. Ratio (per 10 1 '5 F ASD Eqn. Cm Start Location (ft or %) �•::w w.Ft..uv?'- �Gh.. i'. °. +'k. December 19, 2003 9:14 AM Checked By: Message End Location (ft or %) Weight Density Yield Stress k/ft ^3) (ksi) Page 1 Company : CT Engineering P.L.L.C. Designer : IT Department Job Number : 03070 Member Deflections, By Combination, (continued) LC Member Label • eetnt!': rq M3 M4 •-• M5 M6 M7 IL 3 5 3 5 • 6 3 5 1 3 5 3 4 5 • .856 0 .856 0 .856 • .856 .843 .846 .848 .849 -.843 -.846 -.849 0 0 0 0. 0 0 0 0. 0 0 -.096 -.103 -.103 -.096 -.103 -.103 -.849 -.855 -.858 -.858 -.849 -.855 -.858 -.858 NC • NC, : NC • NC NC. NC NC 2 ... NC ' NC NC NC NC NC NC 3583.598 7201.549 NC 3583.598 7201.549 Member Section Forces, By Combination LC Member Label Section Section x-Translation MOF y-Translation (in) (in) Axial (k) R1SA-2D Version 5.5 [C:\RISA1Museumofflight.r2d] Shear (k) (n) Uy Ratio Moment k-ft) M1 M2 M3 M4 7 , 1 3 5 2: 3 5 3 5 6 4 " :2 3 5 -.114 -.114 -.114 .114 :" .114 .114 .114 4• 0 0 :•• 0 • '0 :. -.51 -.51 - -.51 -.51 . -.51 .2 • .136 .072 .2 :168 .136 .104 • '4 .072 ' .04 0 0: 0 o 0 0 0 0 0 -.538 -.87 . ; - .96 • 0 -.538 -.73 -.87 0 .0.: 0 0 0 -.005 -.008' -.011 4”15,1V114 December 19, 2003 9:14 AM Checked By: Page 3 ' ite.h4k. Company : CT Engineering P.L.L.C. Designer : IT Department Job Number : 03070 MOF Member Section Forces, By Combination, (continued) LC Member Label Section Axial Shear Moment (k) (k) (k -ft 1 1 1 M5 M6 M7 1 3 5 1 3 5 1 3 5 .5.1 .51 .51. .51 .51 . .51 -.057 -.057 -.057 .057 .057 .057 0 0 0 -.467 :475 -.483 =:491 -.499 -.467 -.483 -.499 .013 0 -.003. -.005 -.011 -.013 -.96 : -.772 -.58 -.386 -.188 .013.: -.96 -.58 -.188 Member Stresses, By Combination LC Member Label Section Axial (ksi) Shear (ksi) 1 1 1 M1 M2 M3 M4 M5 1 2 : 3 5 1 3 5 1 3 5 1 3 5 1 2` . 3 5 3 -.155 -.155 -.155 .155 :155 .155 .155: .155 :155 0 0 0 -.964 -.964 -.964 -.964 := :964: . .964 .964 .964 .964.':`.. .964 MG 1 -.078 .078 -.078 1.183 :994 .805 .426 1.183 .994 .805 .426 0 0 0 .003 .003 :.003 .003 ..003 .003 .003. .003 .003 2.809 -2.856 0 ;3:21.9•. 5.878 ;7977 9.517 10.497 : 0 : 3:219 5.878 7:977 9.517 0 ; 0; 0 0' 0 0 .038 , • .077 .153 0 .038 .. .077 • .1.15. .153 • 192: -2.762 I 10.497 8.438 6.344 2.904 4.215 0 -5.878 -9.517 - 10.497 0 -5.878 ' =7.977 -9.517 0 0 0 0 0 -.077 .115 -.153 - :192 0 -.077 . - -.153 : - 10.497 =8.438 -6.344 4.215 RISA -2D Version 5.5 [C :\RISA1Museumofflight.r2d] Bending top Bending bot (ksi) (ksi) December 19, 2003 9:14 AM Checked By: VXV. !!4 101viF ar.' enxl°ePIto!hMIKAI°1ielWeR1r,M16, .1.31vc psv ,.w.Y,wrmx P. WiroNfrbF.9:mwasi.emrta.••rmirk N:`?Ar+fii"?;; !MVOt`:iLWOM Ls' Page 4 SEC1 4CS4X060 STL .737 1.2 1.2 1.46 2.195 •!,;$4::!:;7:';!;:i':SEC2!.;;::•:::: .,i.. r::::.'2:.:::;!;!':',529 .':,1; - !::;!: ] * . 2:.!. 4 .i.;•:2.323P.!!:!:':::: . ::::'1 Company : CT Engineering P.L.L.C. Designer : IT Department Job Number : 03070 Member Stresses, By Combination, (continued) LC Member Label Member Data Member Label I Joint Sections Section Label Section J Joint Database Shape Axial (ksi) Rotate (degrees Material Label Shape! Section Set RISA-2D Version 5.5 [CARISA\Museumofflight.r2d] MOF Shear Bending top (ksi) (ksi) Bending bot (ksi) M7 5 • 6 3 5 -.078 .078 .078 .078 -2.951 * -2:998 -2.762 -2.809 -2.856 -2.951 2.051 10.497 6.344 2.051 -2.051 .14T: -10.497 -6.344 -2.051 Material Phys End Releases Set Memb I-End J-End TOM AVM AVM M1 M3 M5 M7 N1 N3 N6 N6 N5 N6, N4 N3 N4 SEC1 SEC2 : SEC2 SEC2 SECI SEC1 STL STL STL STL STL PIN PIN:: PIN PIN PIN [ 8 17.5 17,:614 17.614 2 Area in "2 SA SA 0.180) (90.270 I (90,270) in^4 December 19, 2003 9:14 AM Checked By: End Offsets Inactive I-End J-End Code Length (in) (in) (ft) I (0,180) TIC inA4 Onl Page 5 4 -Q404:4144.044‘1,4440 „, Loads: BLC 1, Results for LC 1, LC -1 Member Bending Moments (k -ft) Reaction units are k and k -ft CT Engineering P.L.L.C. IT Department 03070 MOF 8:57 AM December 19, 2003 Museumofflight.r2d 0.11 -.2 Z Z �W� QQ J V O 0 0) C) W • = H U) LL! W O J LL . co • Z � H Z I— rn. • O — 0 1— w W. O •Z W O • Z Results for LC 1, LC -1 Member Axial Forces (k) Reaction units are k and k -ft CT Engineering P.L.L.C. IT Department 03070 MOF December 19, 2003 9:00 AM 0.11 -.2 Museumofflight.r2d 1 z ev S UO CO C CO I WO g a co = 1- Lu ? � F- O z w U � O - • I- W W 2 u_ - H . .. Z' W H O IT Department 03070 1 -.2 Results for LC 1, LC -1 Member Shear Forces (k) Reaction units are k and k -ft CT Engineering P.L.L.C. MOF Museumofflight.r2d 4 6 December 19, 2003 9:01 AM 0.11 -.5 -.2 Design Thickness Mil in. li L$S4ikikk �� Yield Tensile ksi ksi E60XX Electrodes lbs/In 43 0.0451 33 36 482 54 0.0566 33 36 605 68 0.0713 33 36 762 97 0.1017 w• 33 36 1087 t3Y = 414. 1•• 43 C1 aK.= 0.0451 50 54 211.1■=13112=14.411:1.1111/171301MCP 731 54 0.0566 50 54 917 68. 0.0713 50 ' 54 1155 97 0.1017 50 54 1648 ..... ' Mil Design, . 'Thickness. in. . Steel Properties Yield Tensile ksi ksi 50' gi- �'' +r �`igie Shear .:,Pullout •,' ' lbs. • lbs . ! ,Shear lbs '� �w TA; Pullout ,; lbs •�'P# ii ?. = W; : .Shear ..: Pullout.. lbs ' lbs [?• ,i }s°!,. ,t�� i ..,. :,• Shear :;:', .Pullout:. . • lbs '..:. lbs- 18 0.0188 33 36 48 26 52 31 56 36 60 41 27 0.0283 33 36 88 39 96 47 104 54 110 62 30 0.0312 33 36 102 43 111 52 120 60 128 68 33 0;0346. 33 • 36 119 • 48 130 ':57: , 140 '! 66 .(:';' x,149., .75, .:',, 43' 0.0451 33 ;.36 178 63 :194: 75 208 .' 87. 222` ° ?,' ;98`. . ` 54•' °' 0.0566... 33. .. ::3 :...._ ; 250.. 79. ;': .272. ':.'.. 94' . ° : ,,..293,. :' • .,312 : +.',•.'. 1 :.., 68 0.0713 33 36 316 99 375 118 414 137 441 156 97 0.1017 33 36 450 142 535 168 620 195 705 222 54 0.0566 50 54 378 120 412 142 444 - 165 473 187 68 0.0713 50 54 478 151 568 179 627 207 669 236 97 0.1017 50 54 682 215 811 255 939 296 1068 336 Fasteners (Screws and Welds) SEA F 11 Corporation Screw Table Notes 1. Screw spacing and edge distance shall not be less than 3 x D. (D = Nominal screw diameter) 2. The allowable screw values are based on the steel properties of the members being connected, per AISI section E4. 3. When connecting materials of different metal thicknesses or yield strength, the lowest applicable values should be used. 4. Screw strength needs to be verified by the screw manufacturer. 5. Values include a 3.0 factor of safety. 6. Applied loads may be multiplied by 0.75 for seismic or wind loading, per AI DI A 5.1.3. 7. Penetration of screws through joined materials should not be less than 3 exposed threads. Screws should be installed and tightened in accordance with screw manufacturer's recommendations. 8. Values based on a tensile to yeld steel property ratio of 1.08. Allowable Loads For Screw Connections Weld Table Notes 1. Weld capacities based on AISI, section E2. 2. When connecting materials of different metal thickness or yield strength, the lowest applicable values should be used. 3. Values include a 2.5 factor of safety. 4. Applied loads may be multiplied by 0.75 for seismic or wind loading per AISI A 5.1.3. 5. Values based on a tensile to yeld steel property ratio of 1.08. Allowable Loads For Fillet Welds And Flare Groove Welds �iet���'t,i•�^ tits;. �sSrutxzu�. :�•''`'s'::�Mr3.:t�..ti't.�.r.i, Description Fastener Type Shank Diameter in. (mm) Min. Embedment in. (mm) 2000 psi (13.8 MPa) 3000 (20.7 psi MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) Dome Head Nail X -DNI 0.145 (3.7) 5 /e (16) _ - - _ - - 45 (.20) 75 (.33) 60 (.27) 95 (.42) 3 /4 (19) 70 (.31) 95 (.42) 90 (.40) 110 (.48) 110 (.49) 125 (.56) 1 (25) 90 (.40) 140 (.62) 120 (.53) 160 (.71) 155 (.69) 185 (.82) 130 (.58) 195 (.87) 1 (38) 165 (.73) 230 (1.02) 190 (.85) 280 (1.25) 215 (.96) 335 (1.49) - - . Dome Head Nail X -ZF 0.145 (3.7) 0.138 (3.5) 3 /4 (19) 55 (.24) 90 (.40) 70 (.31) 105 (.47) 90 (.40) 125 (.56) - - 1 (25) 80 (.36) 135 (.60) 105 (.47) 155 (.69) 130 (.58) 180 (.80) - - 1 (32) 125 (.56) 200 (.89) 150 (.67) 220 (.98) 180 (.80) 260 (1.16) - - Flat Head Nail X -CF 0.138 (3.5) 3 /4 (19) 45 (.20) 105 (.47) - - - - - - 1 (25) 75 (.33) 130 (.58) - - - - - - 1 (32) 120 (.53) 180 (.85) - - - - - - Heavy Duty Dome Head Nail X -ALH 0.177 (4.5) 3/4 (19) - - - - - - 75 (.33) 95 (.42) 1 (32) - - - - - - 215 (.96) 265 (1.18) Dome Head Nail DS 0.177 (4.5) 1 (37) 150 (.67) 250 (1.11) 205 (.91) 285 (1.27) 275 (1.22) 330 (1.47) - - Dome Head Nail X- ZF22P8T 0.138 (3.5) 3 /4 (19) 55 (.24) 90 (.40) 70 (.31) 105 (.47) 90 (.40) 125 (.56) - - 1/4 " -20 Threaded Stud W6 0.145 (3.7) 1 (29) 90 (.40) 160 (.71) 115 (.51) 225 . (1.00) 145 (.65) 265 (1.18) - - 3/8 " -16 Threaded Stud W10 0.205 (5.2) 1 (32) 220 (.98) 390 (1.73) 280 (1.25) 445 (1.98) 345 (1.53) 500 (2.22) - - Flathead Track Nail X-CF2OTHP 0.138 (3.5) 5 /e (16) 45 (.20) 75 (.33) - - - - - _, Stainless Steel Nail X -CR 0.145 (3.7) 1 (25) - - 95 (.42) 200 (.89) 100 (.44) 200 (.89) 105 (.47) 200 (.89) Forming Nail SL62 SL44 1 55 (.24) 100 (.44) - -" - - - - (25) 30 (.13) 55 (.24) - - - - - Flat Head Nail Magazine X -ZF -MX 0.138 (3.5) 0.145 (3.7) (1 - - (.31) ( - - - - 1 (32) - - 125 (.56) 150 (.67) - _ - _ 1 (31) - - 140 (.62) 175 (.78) - _ - - Ceiling Clip CC27ZF27P8T 0.138 (3.5) (24) - - - - (.51) (.66) - - CC27ZF37P8T 1 (33) - - - - 130 (.58) 195 (.87) - - Roofing Fastener X -IR 0.177 (4.5) 3 /4 (19) - - 90 (.40) 110 (.48) - _ - - Powder Actuated Fasten ig Systems DX Fastener Technical Data 3.2.3.1 TECHNICAL DATA Allowable Loads in Normal Weight Concrete 3.2.3 n • • • Anchor Diameter in. (mm) Embedment Depth in. (mm) 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) 1 270 430 330 430 380 430 470 430 (29) (1.2) (1.9) (1.5) (1.9) (1.7) (1.9) (2.1) (1.9) 1 /4 2* 560 590 630 (6.4) (51) (2.5) 530 ( 530 ( 530 670 530 3 670 ( 670 ( 670 (2.4) (3.0) (2.4) (95) (3.0) (3.0) (3.0) , 1 530 990 650 1040 750 1100 850 1100 (41) (2.4) (4.4) (2.9) (4.6) (3.3) (4.9) (3.8) (4.9) 3 /8 2 1200 1290 1370 (9.5) (64) (5.3) 1470 ( 1470 ( 1470 1550 1470 4 1330 ( 1390 ( 1440 (6.5) (6.9) (6.5) (108) (5.9) (6.2) (6.4) 2 1170 1940 1310 1970 1450 1970 1730 1970 (57) (5.2) (8.6) (5.8) (8.8) (6.4) (8.8) (7.7) (8.8) 1 /2 3 1870 2130 2400 (12.7) (89) (8.3) 2450 ' (9. 2450 (10.7) 2450 2800 2450 6* 2080 (10.9) 2310 (10.9) 2530 (10.9) (12.5) (10.9) (152) (9.3) (10.3) (11.3) 21/4 1600 3070 1870 3070 2130 3070 2670 3070 (70) (7.1) (13.7) (8.3) (13.7) (9.5) (13.7) (11.9) (13.7) 5 /8 4 ** 2400 2850 3290 (15.9) (102) (10.7) 3840 (12.7) 3840 (14.6) 3840 4190 3840 7 ** 3200 (17.1) 3470 (17.1) 3730 (17.1) (18.6) (17.1) (178) (14.2) (15.4) (16.6) 3 1970 4140 2320 4140 2670 4140 3200 4140 (83) (8.8) (18.4) (10.3) (18.4) (11.9) ' (18.4) (14.2) (18.4) 3 /4 4 ** 2930 4130 4800 5870 (19.1) (121) (13.0) 5120 (18.4) 5120 (21.4) 5120 (26.1) 5120 8 ** 4000 (22.8) 4930 (22.8) 5870 (22.8) • 6320 (22.8) (203) (17.8) (21.9) (26.1) (28.1) 4 3330 7070 4050 7600 4670 8140 5070 (114) (14.8) (31.4) (18.0) (33.8) (20.8) (36.2) (22.6) 1 6 4930 6000 7070 8400 9200 (25.4) (152) (21.9) 9200 (26.7) 9200 (31.4) 9200 (37.4) (40.9) 9 6670 (40.9) 7670 (40.9) 8670 (40.9) 10670 (229) (29.7) ( 34.1) (38.6) (47.5) • Anchoring Systems Kwik Bolt II Expansion Anchor Carbon Steel Kwik Bolt II Allowable Loads in Concrete * Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear values by 20 %. 0 aft 1tAi.,1. /X311filgr egh OATIRO Krtilf,r1.09WO Shear Through The Threads ** thom911,9^1 r. Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear value by 12 %. 4.3.3 Shear Through The Bolt Body THE / MUSEUM /; OF I�l June 1, 2004 City of Tukwila ATTN: Bob Benedicto, Building Official 6300 South Center Blvd. Tukwila, WA 98188 Dear Mr. Benedicto: This letter is in regards to The Museum of Flight's aircraft display and hanging of aircraft. We have a substantial responsibility to safe guard and preserve the historic artifacts in our collection. It is the policy of the Museum to retain the services of Registered Professional Engineers in the State of Washington to design all aircraft hanging and mounting installations. Substantial; safety margins (on the order of a factor - of ten) are included in these designs. Similarly, The Museum of Flight hires only highly qualified rigging firms to install the aircraft. It should be noted that during the recent Nisqually Earthquake of substantial magnitude (exceeded 6.0 Richter) that none of the hung or mounted aircraft sustained any damage. The Museum of Flight assumes all liability for these installations. Consequently, the City of Tukwila need not include them in current or future Certificates of Occupancy considerations. The City does not bear any liability for these installations. Richard Beckerman Vice President & Chief Operating Officer The Museum of Flight 1 . 1 , 10 4 I I I f,1,1Riii \NJ' `,rndli 5arlll(. 1PJA'1810H 40')/ I(I 2(kt lb.) •)/U(I f �x 206 11 /U/ www nnr,r unu lflullrl fl() awMywp,marnsw + A• w' sr. rn.'! <.l ?�aMM'4 'hAIY.: F. A:y d . S PERMIT cooRD ppy PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D03 -390 DATE: 12 -23 -03 PROJECT NAME: MUSEUM OF FLIGHT - EXHIBIT WALLS SITE ADDRESS: 9404 EAST MARGINAL WAY SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS: Ktin AOC, I' (4 Building Division 2- .4& / '3 Fire Prevention El Public Works! ply? al Structural ❑ Permit Coordinator Incomplete tet 411,_ (L4Q3 Planning Division 21 DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -30 -03 Complete Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROI,jTING: Please Route Q' Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 01 -27 -04 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions L ' Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2.28.02 PERMIT COORD COPY DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: .410.4 ^' r.". .'�"�.__.^..�'.•� t ...- .- .:::.: �- s -�•u�- •':• ..- «•+.= ,..•._... tir+- :++- .- ...��. >: ++:.ter.:.., .:. -r..:« ,. «: -.:. �..>.ti.- _ • . • M UEPARTNIENT (:)h LABOI?. AND INI:)?.: `I'l,1FS I; • REGISTERED AS PROVIDED BYLAW AS CONST CONT GENERAL EXP.. DATE 10/23/2004 04/30/1987 CCOT PACIFNT131JT EFFECTIVE DATE PACIFIC N W THEATRE 615 S. ALASKA ST. SEATTLE WA 98108 ,,,,,„...„ . .,,,,_,.• ..,-,-,.. 4,.......,.. i.r.-:-..A.-;" ...4-4-: .." -- i" . - ""."'" .."'`' v-4 ' ,-. .--., ...-,..-i- -4-4-, ...--,- .. 4- ...- " .- :-...; .-............-.-,=',............. -,.. .. DEPARTMENT OF LABOR & INDUSTRIES PO BOX 44450 OLYMPIA WA 98504 -4450 ASSOC INC PACIFIC N W THEATRE ASSOC INC 615 S. ALASKA ST. SEATTLE WA 98108 P DF. WA. °Ir J4 4 1 -) .4 4L pF9 Mi, 4 4,4,r f 1F I WI (:' L.1:SS 11 _\ 11. 1':1I1) 14114;zil'IAd>2y. PERAlfr NO 3E: • GENERAL NOTES: EXISTING ZONING: M-H HEAW MANUFACTURING SEISMIC ZONE: ZONE 3 FIRE ZONE: ZONE 3 USE Of EXISTING BUILDING: MUSEUM OCCUPANCY: GROUP A, DMSION 2.1 (3) THE MUSEUM OF FLIGHT 9404 E. MARGINAL WAY S. 1UKLA, WA 98108 J • • • C EXHIBIT DESIGN PERSONAL COURAGE PROJECT: AREA OF DETAIL DENOTES PERSONAL COURAGE WING. FIRST FLOOR IS WORLD WAR TWO GALLERY; SECOND FLOOR IS WORLD WAR ONE GALLERY. BOTH GALLERIES PROJECTED TO OPEN TO PUBUC IN JUNE 2004. ALL FOLLOWING PAGES RELATE TO EXHIBIT DESIGNS FOR THESE GALLERIES. S E. MARCiNj W S. I J MNG • OWNER: THE MUSEUM OF FLIGHT 9404 E. MARGINAL WAY S. SEATTLE, WA 98108 p 206 - 764 -5700 f 206 - 764 -5707 OWNER'S REPRESENTATIVE: JULIE LAWTON THE SENECA GROUP 206 -806 -7877 DESIGN TEAM: The Museum of Flight will serve as its own designer and general contractor. No load bearing members of the existing structure will be altered. CHRIS MAILANDER, DIRECTOR OF EXHIBITS 206 -768 -7118 ADDY FROEHLICH, EXHIBIT DESIGNER 206 -768 -7164 AREA OF DETAIL ON EXHIBIT PLANS SEPARATE PERMIT REQUIRED FOR: MECHANICAL ELECTRICAL PLUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION FILE COPY I understand that the Plan Check approvals we subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of corF tractor's copy of approved plans acknomNedesd ,. ilk • 'h �i. .,..w . -.. mil ell S. MO fffff MN m i �� �..,i_wr.t- �._........ 1 1. �. � ..... �1 -.. t r i i ....L \ i ! I( i!!{ 1 �{ j 1 S 3 i = ' � 1 1 i F :ice. a ! y j t t 1 { I ' . 1 ' i � ! _ .,.. T , ! .. �+►.. � .. 1 _ lJ _. : .. iJ ..:._:...I_J... s _i_..i...i.1.., �t ISIONS NO CHANGES SHALL BE MADE TO 7:7C , OF , . , OF4K WITHOUT' PRIOR a Bate 2.7 I /4 Permit No. r.fr��•� • SUBCONTRACTORS: PACIFIC STUDIOS EXHIBIT FABRICATION GRANT GLOVER, PROJECT MANAGER 206 -783 -5226 , BUILDING DIVISIC:' 4 . L: REV O!S WILL REWIRE A NEW PLAN SUBWITAL AND r/1i1Y INCLUDE DOOR I. RAN 1113111EW CITY OF TllKrr(1A APPROvtD J AN 15 2004 k:44 A> iii i t� BUILDING DIVISION SITE PLAN 1/128"=1'-O" NOV 2003 • • h ROOF 18 SF 3 10 SI PUNKIN THE US E UM "1 ' "PILOTS' LOUNGE" STRUCTURE THE MUSEUM OF FLIGHT I EXHIBIT DESIGN 9404 E. MARGINAL WAY S. TUKLA, WA 98108 'TRENCH' BUILDOUT & SCENIC "PRODUCTION" SCENIC TRUSS OVERHEAD � WORLD • • ..... wy..,..T� /AR ONE FIGHTER AVIATION GA LLER Y • "FARMHOUSE" STRUCTURE flOV 1:) NOTES: 1. AIRCRAFT PLATFORMS (GRAYED OUT ON THIS PRINT) APPROVED FOR CONSTRUCTION UNDER PERMIT P03 -223 2. NOT ALL SECTIONS IDENTIFIED IN THIS PLAN ARE ADDRESSED IN THIS PERMIT (INDMDUAL PERMIT APPUCATIONS WILL BE S FOR EACH SECTION) WALL TYPES: TYPE k. ONE-SIDED, 10' HEIGHT TYPE B: ONE- SIDED, 8' HEIGHT TYPE C: 7W0- SIDED, 10' HEIGHT TYPE D: TWO-SIDED, SCENIC, HEIGHT RANGE 3' -0" TO 15' -0" SECOND FLOOR PLAN 1/16"=1 —on °rn �T�wNu DEC 2 3 2003 Pa+ lacEAErE : NOV 2003 NOV 2003 • • • I 1 --r - - • - - - -- -. ....._._. - - —1 i THE ''' x 15 E LI M or HATCH REPRESENTS AREAS NOT ACCESSIBLE TO PUBLIC (INCL. DISPLAY AREAS) THE MUSEUM OF FLIGHT 9404 E. MARGINAL WAY S. ThKLA, WA 98108 uc a rt ra EXHIBIT DESIGN • • _ .111111•m. WORLD WAR ONE FIGHTER A I/1A TION GALLERY '.r M m. • aw►'NYIM'r , . . w ., w« , yr- • 'FARMHOUSE THEATER: AREA: 515 SF OCC. LOAD: 34 PEOPLE (015 sf /person) FIXED SEATING WILL NOT EXCEED 34 SEATS EXIT IS 3' -6' WIDE; NO DOOR (FRAME ONLY) LIFE SAFETY NOTES: WORLD WAR ONE FIGHTER AVIATION GALLERY (SECOND FLOOR OF PERSONAL COURAGE WING) OCCUPANCY: GROUP A, DMSION 2.1 (3) USE OF EXISTING BUILDING: MUSEUM ARE ZONE: ZONE 3 SPRINKLERED: YES EXISTING CONSTRUCTION: TYPE II, 1 HR TOTAL EXHIBIT AREA: 29,461 SF NO AREA SEPARATION WITHIN THE GALLERY. ALTHOUGH NOT ALL SPACE IS ACCESSIBLE TO PUBLIC, EXISTING EXITS ACCOMMODATE FULL OCCUPANT LOAD OF ENTIRE EMP1Y GALLERY SPACE (AS NOTED IN SUBMITTAL FOR BUILDING CONSTRUCTION, PERMIT #D02 -067) 4 MEANS OF EGRESS REQ'D; ALL EXISTING EGRESS MAINTAINED; ALL EXIT ACCESS MIN. 4' -0' WIDE EXIT SIGNS POSTED ABOVE ALL DOORS AND ABOVE MAIN EXIT; ALL EXffS SIGNS HAVE BATTERY BACKUP SHEEP NOTES: 1 POINT OF EXIT F t] OCCUPANT LOAD CAPACITY 1 1:)(:)-391) LIFE SAFETY PLAN 06"--4-0" OfTYOf TLJIONLA DEC 2 3 2003 PERMIT CENTER NOV 2003 NOV IF I S File: D03 -0390 35mm Drawing #1 -6 I EXPIRES: 7/27/2005 1 DECK 5 CAPRONI 0 R16' -7" I/8" SS CABLES FROM TOP OF HALL TO CEILING 5 PLACES, 8' MAX O.C. ROTATE KNEE BRACE TO AVOID DRAPE KNEE HALLS 6' MAX O.C. SEE DETAILS q a 2Q DECK 6 PFALZ WW I WALL PLAN I / Q" = I I -0 11 I 0 19'_ 4 4L III ��� III II, III III 111 I I III II III I I III �� Inch 11III 1/,61 III 1III I I I ICI III II I 21I ICI II II I�� I � III i( I I1 4I I I I Since 1872'" 5L b6 £� Z6 66 06 6 L I, sr Z 6 W� ii i111111ii1i11111 ii 11111;11 1 1111liiii 1111iiii� i111111i ( I�I�IIIIIII IIIII�IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII TRENCH SELF SUPPORTING TRENCH HALLS, REF TRENCH TIES AT TOP OF HALLS 6' MAX O.C. SEE DETAILS CvT ( Of I kLP APPROvt JO 1 5 Z004 AS I CLU g jii NCThiv iS3/4` c4 RECEIVED CITY OF TUKWILA DEC 2 3 2003 Seas: Shell Tice Shut No Phasic roe aojrel Title Job Cods DcY.010B MUSEUM OF FLIGHT EXPANSION PROJECT 02- 031001 U- v a_ Pacific Studio 5311 Shilshole Ave. NW Seattle, WA 98107 phone: (206) 783 -5226 Fox: (206) 783 -5409 www.pacific- studio.com Dole: 12/lq/03 Rs.. Dole DIclun e% A5 NOTED cn.aw er APSNo.ed er EXPANSION PROJECT WW I .WALL FRAMING s-1 REINO SECTION A WW I POST DETAIL 3 " =1' -O" #8x5/8 SCREWS AT 6" O.C., TYP 400T 162 -43 DOUBLE 400S 200 -54 400T 162 -43 DOUBLE 4005 200 -54 STUDS SEE DETAIL 5505 162 -54 LIGHT GAUGE MEMBER AT 10' HEIGHT METAL FRAMING AT 6' O.C. MAX 5505 162 -54 LIGHT GAUGE METAL CROSS BRACING AT 6' MAX O.C. VARIES - 17' MAX WW I TYPICAL SECTION WITH BEAM 1/4" = 1' -0" BEAM TO POST DETAIL 3"=1 5505 I62 -54 LIGHT GAUGE CROSS BEAM TRIM FLANGE AND ATTACH TO POST 400T 200 -43 CAP 5505 162 -54 LIGHT GAUGE METAL CROSS BRACING FLANGE OUT ATTACH TO POST WITH (5) #10 SCREWS THRU TOP MEMBER DOUBLE 400S 200 -54 STUDS EACH SIDE, SEE DETAIL 5505 162 -54 LIGHT GAUGE METAL CROSS BRACING FLANGE OUT ATTACH TO OPPOSITE SIDE OF POST WITH (5) #10 SCREWS 400T 200 -43 CAP, TYP (2) #10 SCREWS EACH SIDE AT EACH STUD AT CAP DOUBLE 400S 200 -54 STUDS SEE DETAIL SELF SUPPORTING TRENCH WALL, REF (2) #10 SCREWS EACH SIDE AT EACH STUD AT CAP 400T 200 -43 CAP, TYP (4) POWDER DRIVEN FASTENER 0.136" DIA x 1 1/4" PENETRATION I P�"AL SECTION W BRACE KNEE TY 1/2" = 1' -0�� WW COOPAG 0\1001A III III I I 1 11 III I II 1 I 1 1 III � I III 1 I I I Ill III I 2 III I L 1 I 111 1 III � I I.ti 1 I 1 1II III I I I I 111111 I I I Il I i 4I II 5I 6 Inch f 9i 4 £6 ZI 1.6 6 8 L 9 9 ti £ Z I. wo HIIILIIIII . O IIIIIIIII I 111111111 111111111 11II Iilllllll I IIII lllllll I IIIIiI 400T 200 -43 CAP RECEIVED CITY OF TUKWI DEC 2 3 2003 PERMIT CENTER (2) #I0 SCREWS EACH SIDE AT EACH STUD 4005 200 -43 METAL STUDS AT 24" O.C. 4005 200 -43 METAL STUD KNEE BRACES AT 6' O.C.., FLARE BASE AND POWDER FASTEN TO CONCRETE FINISHED GONG FLOOR 2ND FLOOR (2) #IO SCREWS EACH SIDE AT EACH STUD 400T 200 -43 CAP POWDER DRIVEN FASTENER 0.138" DIA x 1 1/4" PENETRATION AT 6" O.G. EXPIRES: 7/27/2005 9le.e rue Sheet as c+t: Phone rov Probed Me: Job Code 02- 03I001 O U- MUSEUM OF FLIGHT EXPANSION PROJECT BH-2 Scde: D(o'n ex AS NOTED °"""d ex REINO A waved eX Pacific Studio 5311 Shilshole Ave. NW Seottle, WA 98107 phone: (206) 783 -5226 fox: (206) 783 -5409 www.pocific- studio.corn DoWC I2/I41/03 Rev. dole: EXPANSION PROJECT WWI WALL FRAMING 0 CD N co 0 a co y 0 0 to 3 y I I I I I I I I I I I I I I I I 82" x 4 " x 1/2" MDF, SCREWEID I TO METAL STUD FR MING WITH #8 COUNTERSUNK SELF D11I4.LING SCREWS AT 8" O.G., PAINTED SPACED' 4HEATHING, EDGES Q I MDF ON STUDS (4) POWDER DRIVEN FASTENER 0.138" DIA x 11/4" PENATRATION WW I FOOT WALL SECTION 3/4 " -1' —O EXISTING SLOPED BUILDING COLUMNS 400T 200-45 GAP (2) #IO SCREWS EACH SIDE AT EACH STUD 4005 200 -43 METAL STUDS AT 25" O.G. 1/2" GWB SHEATHING CONTINUOS, SCREW TO METAL STUDS WITH #8 SELF DRILLING COUNTERSUNK SCREWS AT 8" O.G. 4005 200 -43 METAL STUD KNEE BRACES AT 6' -3" O.G., FLARE BASE AND POWDER FASTEN TO CONCRETE 4005 200 -43 METAL HORIZONTAL BEHIND GAP 13 "x4q "xl /2" PAINTED MDF KICK BOARD . (2) #IQ SCREWS EACH SIDE AT EACH STUD 400T 200 -43 CAP FINISHED CONIC FLOOR 2ND FLOOR NOTE: THE MAXIMUM WEIGHT OF ANY OBJECT TO BE SUPPORTED BY TI-415 WALL AT ANY POINT IS 50 POUNDS, MAXIUM DISTRIBUTED TOTAL LOAD IS 12.5 POUNDS PER SQUARE FOOTLOAD a POWDER DRIVEN FASTENER 0.138" DIA x I I /4" PENATRATION AT 6" O.G. a 0 0 4 a a a a 41" 7t 0 VV WO N 1.01A N1-3 v.t3kk:o . ors' `\ I" GAP, TYP 0 0 4 II O aJ • WW I FOOT WALL ELEVATION 3/4 " = -0" iii I iii 4I iii I iii I I ili iii 5I � iii iii I 1 iii i1 Inch 1/16 1 I 6 c� ���I�i�il�I�il��i�I����I����I��i�IIIIIIIIIIIIIIIII�IIII�IIII���llli�ll II�IIIIII RECEIVED CITY OF TUKWILA DEC 2 3 2003 PERMIT CENTER I3 "x41 "xI /2" PAINTED MDF KICK BOARD 0 0 0 :a • d a EXPIRES: 7/27/2005 alert!: Propel nut MUSEUM OF FLIGHT EXPANSION PROJECT doe code 02- 031007 Dole 12/Iq/03 Rev. Dole Pacific Studio 5311 Shilshole Ave. NW Seattle, WA 98107 ph: (206) 783 -5226 fox: (206) 783 -5409 Scciel AS NOTED ao.e er REINO checked e Sliest Ti EXPANSION PROJECT WW I 8 FOOT WALL Sheet No. SH—� J 2q" ELEVATION 1/2".1'-0" LIGHT GAUGE STEEL WALL FRAMING WITH DIAGONAL BRACE BEHIND AIRCRAFT STAND 0 # T Matt: A4&t$e Phone fat Project rte MUSEUM OF FLIGHT EXPANSION PROJECT Joe cobs 02- 031007 0 F— l/1 Pacific Studio 5311 Shilshole Ave, NW Seottle, WA 98107 phone: (206) 783 -5226 fox: (206) 783 -5409 www.pacific— studio.com C 232Oni EFMIT cT:f=, scat: AS NOTED Omen etc REINO ce.cksb Aaaw.d e w,i rate EXPANSION PROJECT WIN I TRENCH AIRCRAFT sti N SH -4 J 14" 50" ELEVATION 1/2 "= I ' -0" BOLT THROUGH AIRCRAFT PLYWOOD BASE 4 STEEL WITH 1/4" BOLTS AT 6 "O.G. 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