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Home My WebLink AboutPermit D96-0077 - BOEING #9-150City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director November 9, 1999 Skip Retherford 5210 First Avenue S Seattle, WA 98108 RE: Permit Status D96 -0077 10500 West Marginal Place S Dear Mr. Retherford: In reviewing our current permit files, it appears that your permit for the construction of a 12' x 10' walkway cover issued on December 23, 1996 has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, ihe Brenda Holt Permit Coordinator Xc: Permit File No, D96 -0077 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 DI DELIVERABLE ADDRESSED NABLE 'fa raRWARD 1ETURN TO SENDER City of Tukwila Department of Community-Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2599 666/ AN Et ty`sa Vd� pia iganiWikrigratn►'S t. Skip Retherford 5210 First Avenue S Seattle, WA 98108 53 • ii1iilii, iti,,{ i<< fl, i, iit« i,iiiru:stin,n,iiiini,{1;:1Iti# • City of Tukwila (206) 4313670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 042304 -9150 Address: 10500 WEST MARGINAL PL S Suite No: Location: Category: ACOM Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: 001 North: .0 South: UNKNOWN Sewer: Slopes: Contractor Licence No: SILVECA144PA Permit No: Status: Issued: Expires: D96 -0077 ISSUED 12/23/1996 06/21/1997 Occupancy: UBC: 1994 Fire Protection: .0 East: .0 West: .0 Streams: OCCUPANT BOEING #9 -150 10500 WEST MARGINAL WY S, TUKWILA, WA 98108 OWNER GIUSEPPE & ASSUNTA DESIMONE TRUS Phone: 206 358 -3409 701 FIFTH AV, 9TH FL, SEATTLE, WA 98124 CONTRACTOR SILVER CREST AWNING /CONST INC Phone: 206 624 -4151 5210 FIRST AVENUE SOUTH, SEATTLE, WA 98108 CONTACT SKIP RETHERFORD Phone: 206 624 -4151 5210 FIRST AVENUE SOUTH, SEATTLE, WA 98108 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT 12' X 10' WALKWAY COVER. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 2,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No: Size(in): .00 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Cut: Fill: Landscape Irrigation: Moving Oversized Load: Start Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Storm Drainage: Street Use: Water Main. Extension: Private: Public: ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 107.21 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Public: Permit Center Authorized Signature:' • 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature�J,_ Print Name_.i,� Date: /4'1 -�'L� 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. EXPIRED CITY OF TUKWILA Address: 10500 WEST MARGINAL PL S Suite: Tenant: Type: DEVPERM Parcel #: 042304 -9150 *k k * *'k* k•k *. *k'k'k * *k *'kk * * ** ** *'k 'k * *k* *•k * * ** * *** * * * *k * ** kk **'k ** *•k•k *k k k•k k* * ** k *** Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwi,l.a.Building Division. 2. Electrical permits sha11 be'obtained: through the Washington State Division of, _Labar and Industries and'::: all ..electrical work will be inspected by that agency (248-6630J, All permits inspection records, and approved plans shall be available at the lob° sfte' prior°- to the start of any -con - struction -:r::These:.ydO are re, to be maintained and.avail- abl l: e untifinai inspection 'a'pproval is, granted 4. Notify ,the Ci;.ty of Tukwila Biri iding Division prior to placingf:any concrete'. This`procedure is in addi'tion_,:to any requirements for special, inspection. 5. All constreuct ion.; to be :dorie in conformance with ,: appr oved plans anda requirements, of the Uniform Building Code :(1994 Edition) as,: amended, "Uniform`;Mechanical Code (1994. Edition) and'; Washington'' State Energy Code (1994 Edition) . Validity of Permit,: Tne- :issuance•.of a permit or approval,.o plans, specifications, and Computations-shall not be con strued to.l be ,a ",'permit'for , °or an''appt,oval_.of, any violation of, haanv of .the; p'� ov is i ons of'�,the bu i�;l iii ng. code or of -)any other ordinance oi- ..the- ajur sdi.ction: No permit presuming'.t gi ,e authority to ;v,iolate .or cancel :the:..provisions of ,this code `,sha11 ,be'_.val id Permit No: D96 -0077 Status: ISSUED Applied: 11/22/1996 Issued: 12/23/1996 CITY OF r 'JKWI L,A Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 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 mall or facsimile. Project Name/Tenant:. oetN { 4C1- �� \.oers IN ZS Ce.w -ke.•" V31ue of Constructio of ©O0, o Site Address: ( 050 9 � City State/Zip: - YA IN ``.,,.,n..L ii S T k ,tom , '- Tax Parcel Number. (34 0 t-1 --.. i5 0 Property Owner: Area of Construction: (sq. ft.) / 2.0 — Will there be storage of flammable /combustible hazardous material Attach list of materials and stora• a location on se•arate 8 1/2 V V $ t OB Phone: (oDk -L1k5 1 Street Address: - City State /Zip: Fax #: Contact Person: 9 • ud 6 Phone: Street Address: 5D-10 City tats /Zip: Nig_ S . S w,41. & o g Fax #: Contract ` (\p 4 /T c� T ` -J Phone: j n,� q ['/��/ Street A r L u r t �v` �1 City State/Zi • S-e�. (J�t (J to r Si Fax #: Phone: Architect: d■-si,, / Street Address: City State/Zip: fax #: Engineer: Phone: Street Address: City State/Zip: Fax #: Description of work to be done: 2_1- t 0 UJ,(...■.\& V./ .0.._ \ a A.. Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other fie-.1'1\i,1 �1e":\\-r Proposed use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University ❑ Multi- family ❑ Warehouse Hospital ❑ Motol /Hotel ❑ Office ❑ Other 5 a --A —" Will there be a change of use? ❑ yes nom If yes, extent of change: (Alta M additional sheet if necessary) ;.� Will there be rack storage? ❑ yes Imo Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm LH�none ❑ other (specify) Building Square Feet: 5 5,t) 0 4 existing Area of Construction: (sq. ft.) / 2.0 — Will there be storage of flammable /combustible hazardous material Attach list of materials and stora• a location on se•arate 8 1/2 ,..� in the building? ❑ yes Lino X 11 •a.er indicatin• .uartities & Material Safet Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS'SITEJCIVIL:PLAN REVIEW OF THE FOLLOWING:: (Addltlonal revlews may be determlhed blithe-Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone in Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: in Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # 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. 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 net 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 takon (initials) CTPERMIT.DOC 7/9/96 ALL COMMERCIAL /MULTI -FA Y TENANT IMPROVEMENT /AL 'ATION PERMIT APP1 ICATIONS MUS BE SUBMITTED WITH THE FOLLOWING. • 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 > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ 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). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensicn, 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) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ 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. ❑ ❑ Vicinity Map showing location of site ❑ ❑ 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 rack. Structural calculation 3 are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensiEcation of use (check with Planning Department for thresholds). ❑ ❑ 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 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form 11-5) ❑ ❑ 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 Certificate of Contractor ". 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 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: __ ' Z7 ASS N., pi, "?U` , Phone: I Date: // /2.2, Fax y 1 ) Fax #: 7k5 g j 3 ci Print name• Address t 6 1 SJj' (.,),z..._ se 0.4.v.. i� a , cj d 1 c 1 City /State /Zip CTPERMIT.DOC 7/9/96 •;k******** k** *de*i4*** Ay4****nth:k*** ****** * *** *�4dk� *** *k* * *�4•,k�r**** ** CITY OF TUKWIL.A. WA („--Qcc7 . TRANSMIT *k ** *h*hk* *** ****k*h* * k *�*'�F'+k: torA ****kk* * * *** * ***Ah•k **A* *fir ** TRANSMIT Number: R9600524 Amount: 66.75 12/23/96 09:38 Payment Method: CHECK Notation: STLVERCREST AWNI Init: SLO Permit No: D96- -0077 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 042304-9150 Site Address: 10500 WEST MARGINAL PL S Total Fees: 107.21 This Payment 66.75 Total ALL Pmts: 107.21 Balance: .00 h* k* k******* k***** k** k* k•********* *k****hk** ** **k **k**** * ** *** *h* Account Code 000/322.100. 000/386.904 Description BUILDING - NONRUS STATE BUILDING SURCHARGE • Amount 62.23 4.50 !'01 8 .12/24 7617 TOTAL 66.75 +******* *A*A******. *****4* * ***k ******4A k******* * ******4 **h * ****A CITY OF TUKWILA, WA , 1 F;ANSMI1' *** * ** * *hk * * * * *k *kh ** *t** W`44* *A*** * * * * **k **k*** ***k *k** *k TRANSMIT Number: R9600512 Amount: 40.46 11/22/96 14:39 Payment Method: CHECK Notation: SILVERCREST AWNI Init: 5LB Permit No: D96-0077 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 042304 -9150 Site Address: 10 500 WEST MARGINAL PL 5 Total Fees: 107.21 40.46 Total ALL Pmts: 40.46 Balance: 66.75 This Payment ***4* ******k * **** * **A * ***4*** *****•J ** *4444 * *k ** *** * * * *k ** *****k* Account Code • Description Amount 000/345.830 PLAN CHECK -- NONRES • 40.46 :063 11/22 9619 TOTAL 40.46 1 ;ti4b R4/4tr."sq krrni+ Oterdirwirov CoPy PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96 -0077 DATE 11/22/96 PROJECT NAME BOEING #9 -150 DEPARTMENT: BUILDING DIVISION 0 • PUpB,LInC WO FIRE P VENTION ❑ PLANING DMSION ❑ STRUCTURAL ❑ PERMIT COORDINATOR II '�1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE ❑ COMMENTS DUEDATE 11/26/96 NOT APPLICABLE ❑ 1 TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ❑ . ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE 12/10/96 APPROVED ❑ APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE r CORRECTION DETERMINATION: DUE DATE APPROVED • n APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F DATE (Certification of occupancy required. 1 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMJ3ER D96-0077 PROJECT' NAME BOEING #9-150 DATE 11/22/96 DEPARTMENT: • BUILDING DIVISION 11 FIRE PREVENTION Ej PLANNING DIVISION PUBLIC WORKS STRUCTURAL PERMIT COORDINATOR 0 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE' COMMENTS ' NOT COMPLETE 0 DUE DATE NOT APPLICABLE t] 11/26/96 , KeeS_ • OrP TUES/THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED 0 . ROUTED BY STAFF El (If routed by staff, make copy to master file & enterSierra.) REVIEWERS INTITAL DATE 46, APPROVALS OR CORRECTIONS: (ten days) APPROVED 1-1 APPROVED WI CONDITIONS REVIEWERS INITIAL DATE DUE DATE 12/10/96 NOT APPROVED (attach coraments) CORRECTION DETERMINATION: APPROVED fl APPROVED W/ CONDITIONS DUE DATE NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE (Certification of occupancy requited. C:ROUTE-F 1 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96-0077 PROJECT NAME BOEING 19-150 DEPARTMENT: BUILDING DIVISION El PUBLIC WORKS D DATE 11/22/96 FIRE PREVENTION II PLANNING DIVISION* 0 STRUCTURAL El PERMIT COORDINATOR El DATE DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE E] COMMENTS • NOT COMPLETE L1 DUE DATE NOT APPLICABLE 0 11/26/96 TUES/THURS ROUTING: PLEASE ROUTE El NO FURTHER REVIEW REQUEREDg • ROUTED BY STAFF El (If routed by staff, make copy to master file & enterSierra.) REVIEWERS INITIAL 4/1/14 5—// APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED WI CONDITIONS Ej. REVIEWERS INITIAL DATE DUE DATE 12/10/96 NOT APPROVED (attach comments) CI CORRECTION DETERMINATION: DUE DATE APPROVED • 0 APPROVED W/ CONDITIONS 1: NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE-F DATE (Certificadou of occupancy required. 1 �34G3: hTf• �l ,iixFT;fi;ri%'I�ui�.Y� «itY:�l A:'di�u.Yt%',ts`i "7.'..'r "A :� $::J:.�t",i.A.�:i.it C PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96 -0077 PROJECT NAME BOEING #9 -150 DEPARTMENT: BUILDING DIVISION ❑ PUBLIC WORKS ❑ DATE 11/22/96 FIRE PREVENTION ❑ PLANNING DIVISION• STRUCTURAL ❑ PERMIT COORDINATOR ❑ 1 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE COMPLETE El NOT COMPLETE ❑ ' NOT APPLICABLE ❑ COMMENTS • 11/26/96 TUES /TSURS ROUTING: PLEASE ROUTE El NO FURTHER REVIEW REQUIRED gl . ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL M (--%1 DATE iI /o1Lk42 APPROVALS OR CORRECTIONS: (ten days) DUEDATE 12/10/96 APPROVED ❑ APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE CORRECTION DETERMINATION: DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE (Cerdfiaaou of occupancy required. ) C:ROUTE -F I I V „.•r�.�v.'t »;i3ri.i':,' °' °��''S °:a:4�::......,. . ^r?'� y-"...' �” �t> F' r...,. t3:. 3T "n�t.'�Ltg7L!:`tyYt'��`:=�.`i: tz" ';;J'hi�!'k�t�'f.'o.':^en"+'�� e* tai.: zl 1' rt" ?! ty3. wddE'- Y. 4'"; iyi• �". 41F�+ 7iif •Ivi!s! "'�4"�blr�.'fC"'.31�Py. t PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D96 -0077 PROJECT NAME BOEING 19 -150 DEPARTMENT: DATE 11/22/96 BUILDING DIVISION ❑ FIRE PREVENTION ❑ PLANNING DIVISION' ❑ PUBLIC WORKS i STRUCTURAL ❑ PERMIT COORDINATOR ❑ t DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ COMMENTS ' NOT COMPLETE ❑ DUE DATE NOT APPLICABLE ❑ 11/26/96 TUES /T URS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED . ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INIZZAL t)' ce DATE C' APPROVALS OR CORRECTIONS: (ten days) • DUE DATE 12/10/96 APPROVED ❑ APPROVED WI CONDITIONS NOT NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE CORRECTION DETERMINATION: APPROVED ' r7 APPROVED W/ CONDITIONS DUE DATE NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE (Ccrdfrcadoa of occupancy required. C:ROUTE -F ',lust.11if:Z ;ZatA <xuf.::- W+ MA:ir;eik -e) assts = a;, ::M7srr_,MINITJAWVzmaxV AgrtWAR CITY ^ TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Telephone: (206) 431 -3670 PERMIT INTAKE CHECKLIST MISCELLANEOUS ❑ 5 sets of plans ❑ Application ❑ Checklist complete Application taken by: <<-A ll Energy checklist not needed: (Applicant signature) Permit Number: D Cf ( 1 Date: 11 /Cka Project Number: 1T i'H Plan Review Meeting Date: 1 1 /c(O Igo Application Complete ❑ Name: Date: Application Incomplete ❑ Name: Date: PMTINTAK.DOC 7/29/96 SINGLE FAMILY COMMERCIAL ❑ 4 sets of plans t3 k sets of plans ❑ Application M Application ❑ Checklist complete 21 Checklist complete MISCELLANEOUS ❑ 5 sets of plans ❑ Application ❑ Checklist complete Application taken by: <<-A ll Energy checklist not needed: (Applicant signature) Permit Number: D Cf ( 1 Date: 11 /Cka Project Number: 1T i'H Plan Review Meeting Date: 1 1 /c(O Igo Application Complete ❑ Name: Date: Application Incomplete ❑ Name: Date: PMTINTAK.DOC 7/29/96 • . •• • •.• . • • Dq1.04- 0077 O\ RECEIVED CITY` OF TUKWILA., NOV 2 21996 PERMIT_ CENTER j i RECEIVED CITY OF TUKWILA NOV 2 21996 PERMIT CENTER Dq_4;) CO 7 It OZ.S kAP `wok- 14. of e i . • 1 41 It OZ.S kAP `wok- 14. of WISTFRN AWNING COMPA \Y: COMMTRCAL & SAT 10 STCTPPS D9 Alyp AeA9 ,$40 CK S FOR ROOF DEFINE LOADS t GEOMETRY. THEN SEE TABLES FOR REO'D DECKING, BEAMS, COLUMNS 8 FOOTINGS CANTILEVER 330 OF BEAM SPAN MAX. SHEET /30 FOR MAX. HT. 14', VA81E5 8/ LOADING AND COLUMN TYPE OPTIONAL 3W CONCRETE SLAB. REWIRED FOR CONSTRAINED TYPE FOOTNGS EXAMPLE STRUCTURE: SEE SHEET 128 FOR POST ATTACHMENT TO MOWS. (UNCONSTRAINED FOOTING SHOW) FREESTANDING SINGLE SPAN WITH OVERHANG CO`WNS �kNO.� M 1G� 0 Q gTcmE- el 30 40.822049 SEE SHEET 130 ..../c- FOR ATTACHMENT DETAILS TO EXIST. BUILDING SEE SHEET /29 FOR i POST TO BEAU CONNECTIONS DEFINE LOADS k GEOMETRY. MEN SEE TABLES FOR REO'D DECKING. BEAMS, COLUMNS & FOORNGS. zy SUPPORT BEAM, SEE SHEET /30 FOR SPLICE DETAILS EXAMPLE STRUCTURE: ATTACHED SINGLL PAN WITH OVERHANG SEE SHEET /28 FOR POST ATTACHMENT 10 FOOTING OPTIONAL 3W CONCRETE SLAB REWIRED FOR CONSTRAINED TYPE FOOTING EXIST. BUILDING TABLE OF CONTENTS CONTENT t 14.58.4), 1 illiMMETHOD OF USING TABLES, NOTES, DECKING SPANS 2 PATIO COVER - SPANS, COLUMNS, FOOTINGS 3 20 PSF - ALUMINUM BEAMS SPANS, COL, FTG. 4 20 PSF - ALUMINUM BEAMS SPANS, COL, FTG, CONT. 5 20 PSF - ALUMINUM BEAMS SPANS, COL, FTG., CONT. 6 20 PSF - STEEL BEAMS SPANS, COL, FTG. 7 20 PSF - STEEL BEAMS SPANS, COL, FTG., CONT. 8 20 PSF - STEEL BEAMS SPANS, COL, FTG., CONT. 9 PSF - ALUYANUM BEAMS SPANS, COL, FTG. 10 25 PSF - ALUMINUM BEAMS SPANS, COL, FTC., CONT. 11 25 PSF - ALUMINUM BEAMS SPANS, COL, FTG., CONT. 12 25 PSF - STEEL BEAMS SPANS, COL, FTG. 13 25 PSF - STEEL BEAMS SPANS, COL, FTG., CONT. 14 25 PSF - STEEL BEAMS SPANS, COL, FTG., CONT. 15 30 PSF - ALUMINUM BEAMS SPANS, COL, FTG. 16 30 PSF - ALUMINUM BEAMS SPANS, COL, FTC., CONT. 17 30 PSF - ALUMINUM BEAMS SPANS, COL, FTG., CONT. 18 30 PSF - STEEL BEAMS SPANS, COL, FTG. 19 30 PSF - STEEL BEAMS SPANS, COL, FTG., CONT. 20 30 PSF - S1E EL BEAMS SPANS, COL, FTG., CONT. 40 PSF - ALUMINUM BEAMS SPANS, COL, FTG. 2 40 PSF - ALUMINUM BEAMS SPANS, COL, FTG., CONT. 3 40 PSF - ALUMINUM BEAMS SPANS, COL, FTG., CONT. 4 40 PSF - STEEL BEAMS SPANS, COL, FTG. 40 PSF - STEEL BEAMS SPANS, COL, FTG., CONT. 40 PSF - STEEL BEAMS SPANS, COL, FTG., CONT. .30MPONENT DETAILS CONNECTION DETAILS - POSTS TO FOOTINGS CONNECTION DETAILS - PA110 BEAMS TO POSTS, FASCIA ATTACHMENT CONNECTION DETAILS - NON -PA110 BEAMS TO POSTS, FASCIA, SCROLL COL TO BEAMS CONNECTION DETAILS - BEAM SPLICES AND ATTACHMENT TO EXIST. BUILDINGS SKYLIGHT SUPPORT JOIST - ALLOWABLE SPANS RECEIVED juKwO, CITY OF TUKWILA NOV 2 2 1996 25 26 27 �El l • 3.4LA1 /I 28 31 , 4071:�M ice? ECISTEIt:•o/2� 32 / T3N el E. PERMIT CENTER deeerlyrlon Rupert Engthneeding, [roc CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 West Volley Highway North / 4.0. 108 / Auburn, We 98001 / 206 -833 -7778 CHECKED .D•D DATE MAY 1995 COVER SHEET ND. D96-00"11 Id c. TABLE 2: TRIBUTARY WIDTH (T.W.) PLAN VIEW GEOMETRY CASES: s T - SIRE SPAN W/ NO OVERHANG DECK $PAN 24' OE0(NG PANELS W/ 6' SWAM PANELS (2 - 6' 0/C MNNUM). L (TMP ) WE LOAD MAX SPAN • a • (N) A) - SINGLE SPAN W/ OVERHANG • f 3 - MULTIPLE SPANS D 24' OE0(NG PANELS W/ 6' SWAM PANELS (2 - 6' 0/C MNNUM). 0 / TIIO2IESS WE LOAD MAX SPAN Pill MATERIAL (N) (PSF) FT. N ANY T.W. = 1/2 T.W.= (1) 11 +X TO EACH BEAM T.w. = (1) 15 SEE TABLE FOR T.W. TO EDGE BEAM T.W. _ (L) 1/2 T.W. AT INTERIOR BEAMS = 1.25 (L) SEE TABLE FOR T.W. TO EDGE BEAM BEAM LANE OR BUILDING A: E 1A: KI P'N MATERIAL 1HOO E50 (N.) LIVE LOAD (PS1) MAX SPAN FT. N MAX. OVEI8IANG FT. N ALUMINUM 3005 - 11391 TYPICAL 3' - 3' 3' - 3' 3' - 3' 3' -3• 3' -11' 3' -it' 3' I7• 3' - 11` 4' - 8' 4' -8' 4' - 8' 4' -8y NOTE: T J0 LENGTH AS CARPORT OR P REQUIRED SLOPE = • 140 /1181 = TABLE 1B: ALLOWABLE DECKING SPAN 24' OE0(NG PANELS W/ 6' SWAM PANELS (2 - 6' 0/C MNNUM). 0 / TIIO2IESS WE LOAD MAX SPAN MAX 016ER4ANG MATERIAL (N) (PSF) FT. N FT. N ALUMINUM 5 6 25 160 3 4.08 4.90 5.33 6.40 6.75 3006 -11391 TYPICAL 0.018 20 25 8' -7' 7 - 8' 2' -11' 2' - 11' 964 9 1 ( -' 9 10 30 40 7 -0' 6' -1' 2' -11' 2' -11' _- 9 1250 9 1 1280 0.024 20 10' -2' 3' -6' '3 ' 13.13 1150 25 30 9' -1' 8' - 4' 3' -6' 3' - 6' 9.34 T O y 57 �� 40 7 -Y 3' -6' 9.63 0.032 20 12' - P 4' - 2' 25 30 10' - 10' 9' -11' 4' -2' 4' -2' 40 8' -7 4' -2' 0.040 20 13' -6' 4' -8' 25 30 12' - 1' 11' - 1' 4' - 8' 4' - 8' 40 9' -8' 4' -8' 1QjE;. 1185 5 FIR DE08NG USED AS CARPORT OR PA710, DEAEC801 11110 - LENGTH / 60. 14Ir1J! RE9U:89 SLOPE = 14 / FT. T.W. TO EDGE BEAM Gfilirglim 0 / 2 3 4 wb Cal 4 2 3.12 4.50 6.12 8.00 ..1 5 6 25 160 3 4.08 4.90 5.33 6.40 6.75 8.1 Tip:l 8. 1 64=1 7 8 3.5 4.57 4 5.06 5.78 6.25 7.14 7.56 964 9 1 ( -' 9 10 4.5 5.55 5 6.05 6.72 7.20 8.00 8.45 _- 9 1250 9 1 1280 11 12 5.5 6.54 6 7.04 7.68 190 9.37 '3 ' 13.13 1150 14 14 6.7 8.03 7 8.03 .65 9.15 9.14 9.34 T O y 57 �� .,q, 1186 �2.�9 14.28 15 7.5 8.53 9.63 10.80 = -;; 003 13.33 14.70 GENERAL NOTES: 1. DESIGN 15 PER THE 1994 UNIFORM BUILDING CODE. 2. ALUMINUM DESIGN IS PER 111E SPECIFICATIONS FOR ALUMINUM STRUCTURES BY THE ALUMINUM ASSOCIATION AND CHAPTER 28 OF THE UNIFORM BUILDING CCOE. HOT- ROLLED STEEL DE90N IS PER AISC MANUAL OF STEEL CONSTRUCTION, 9th E0100N (ASD). COLD - FORMED STEEL DE904 IS PER THE AI9 SPEOFICATION FOR THE DESIGN OF COLD- 1ORMED STEEL STRUCTURAL MEMBERS, AUG. 19, 1986 EDITION WITH DEC. 11,1989 ADDENDUM. 3. DESIGN LOADINGS LAVE LOADS: 20 PSI' 9409 LOAD 25 PSF SNOW LOAD 30 PSF SNOW LOAD 40 PSI" 9409 LOAD WIND LOADS: 80 MPH EXPOSURE C LATERAL PRESSURE 22.60 PSF UPUFT PRESSURE 2260 PSF (53.89 PS1 91OVERHANG) 4. STRUCTURES HAVE BEEN DESIGNED FOR THE WORST CAS: LOADING OF DEAD LOAD PLUS WIND PLUS 910W LOAD / 2 OR DEAD LOAD PLUS SNOW LOAD PLUS 6160 / 2. 5. CONCRETE: Fc' = 2500 P9 REWIRED AT 28 DAYS. 6. REINFORCING : Fy = 60 K9. 7. FOUNIA1888& FOOTINGS HAVE BEEN DESIGNED FOR A CLASS 5 SOIL 09140 A SOIL BEARING PRESSURE OF 1000 PSF. 1HE STRUCTURES HAVE BEEN DESIGNED WITH 'FLAG POLE' TYPE COLUMNS NOT ADVERSELY AFFECTED BY 1/2 INCH 140004 AT GROUND SURFACE USING A LATERAL SOIL BEARING PRESSURE OF 200 PSF/FT OF DEPTH. SOILS OF ORGANIC CLAYS OR SILTS REQUIRE A SOILS REPORT AND FOOTINGS DESIGNED PER SITE SPECIFIC RECOMMENDATIONS. ALL F000NGS SHALL BEAR ON UNDISTURBED GROUND OR ON STRUCTURAL ALL SUBJECT TO APPROVAL BY THE LOCAL BUILDING OFFICIAL B. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER. 9. FASTENERS: 91(91. BOLTS SHALL BE A307 EQUIVALENT UNLESS NOTED AND SHALL BE STAINLESS, GALVANIZED OR CADMIUM PLATED. ALLIHN M BOLTS SHALL BE 2024 -T4. 10. PA0O COVERS DEFINED AS ONE STORY STRUCTURES LESS THAN 12 FEET IN HEIGHT NOT USED AS A CARPORT, GARAGE OR STORAGE AREA MAY BE SUPPORTED ON CONCRETE SLABS ON GRADE WITHOUT FOOTINGS, PROVIDED THE 9.648 IS NOT LESS THAN 3 AND 1/2 INCHES THICK. COLUMNS SHALL BE SETBACK A MINIMUM OF 4 INCHES FROM ANY EDGE OF THE SLAB. 11. EMBEDDED COLUMNS SHALL BE FREE FROM ANY OIL OR OTHER SUBSTANCE THAT MAY INHIBIT BONDING 81151 THE CONCRETE. 12. BEAM AND FASCIA SPUCES SHALL NOT OCCUR NEARER TO THE END OF THE STRUCTURE THAN FIRST INTERIOR COLUMN, AND SHALL BE NO MORE THAN 2•-0' FROM A COLUMN. METHOD OF USING TABLES: 1. DEFINE THE REQUIRED GEOMETRY OF THE STRUCTURE DESIRED: a) LENGTH OF STRUCTURE - ALSO RANGE OF COLUMN SPAONGS OR BEAM SPANS DESIRED. b.j WIDTH OF STRUCTURE - ALSO THE SPACING BETWEEN BEAMS OR DECKING SPAN. a) HEIGHT OF STRUCTURE - SHORTER COLUMNS PRO0DE MORE OPTIONS. 2. DETERMINE THE REQUIRED ROOF DECKING THICKNESS FOR THE DESIRED SPAN FROM TABLE 1. USE THE SPANS FOR THE ROOF 0VE LOAD REQUIRED FOR THAT AREA (CONSULT LOCAL BUILDING OFFICIAL) 1 DETERMINE 111E TRIBUTARY WIDTHS (T.W.) FOR THE BEAMS FROM TABLE 2 BASED ON THE DESIRED GEOMETRY. 4. USE THE SHEET TITLE BLOCKS OR TABLE OF CONTENTS TO LOCATE THE SHEET WITH THE DESIRED BEAN WITH THE REQUIRED ROOF LIVE LOADS. CHECK THE SPAN TABLES TO VERIFY THE BEAM WILL SPAN THE DESIRED DISTANCE WITH THE TRIBUTARY WIDTH. AFTER VERIFYING THE BEAM READ 111E REQUIRED FOOTING AND ALLOWABLE COLUMN OPTIONS. REPEAT AS NECESSARY. 5. SEE THE APPROPRIATE DETAIL SHEETS FOR THE TYPE OF STRUCTURE BEING ERECTED (EITHER FREE - STANDING OR ATTACHED TO ANOTHER STRUCTURE). 6. FOLLOW ALL NOTES AND RECOMMENDATIONS CONTAINED WITHIN THESE DRAWINGS PERTAINING TO THE STRUCTURE BEING ERECTED. 7. DO NOT EXCEED THE VALUES 91014N N THE TABLES. F THE VALUE WOULD BE EXCEEDED USE THE NEXT HIGHER LOAD CASE (EXAMPLE: USE 9' -0' SPAN INSTEAD OF 8' -0' IF THE DESIRED SPAN IS 8' -2'). 11 ALUMINUM At10Y5 SHALL BE SEPARATED FROM DISSIMILAR METALS PER U.B.C. STD 28 -1 FOR OTHER THAN STAINLESS, RECEIVED ALUMINUZED OR GALVANIZED STEEL. CITY OF TUKWILA 14. FACTOR OF CYASODEFINED BYNTHE 11® 0.6.6. OR LESS. PI C 2 2 1996 (TABLES OK FOR 80 M.P.N. EXP. B, 13.22 P.S.F., 90 M.P.H. DP. B, 16.76 P.S.F., 100 M.P.H., EXP. B, 20.6 PSF, OR 80 M.P.H., EXP. C, 22.6 P.S.F. PERMIT CENTER dale Ywar1p11M T• REVISIONS rHi aolxPa C nghtserflowg Ono CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1514 Waal Paley Highway North / 5.0. 101 / MWwn. WO 48001 / 206 -1433 -7776 JOB TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER, WA. 98390 SHEET TITLE METHOD OF USING TABLE GENERAL NOTES, DECKING SPANS TRIBUTARY WIDTH DEFINED I JOB N0. 95004 M06£D J . D . B J.D.B. TO DATE MAY 1995 SHEET ND. 1 MAGNUM GUTTER FASCIA, 4" OR 7" I. BEAM *PATIO STRUCTURES WM GEOMETRY FOODS STIES & CORNED WES ATTACHED Iiii=M MAX COWAN SPACING F00M16 915s A GLAIR 1W1ES I =CRY FOODS 915s ! MUM TI44S I GEOMETRY FOOTING 9155 ! COUMN TWOS LOADS LIVE LOAD IRIB. WIN .1 r MAK COLUMN SPACING FREE STANDING FREE STANDING ATTACHED I= y�y •4,y';iV BAX COL1AN SPACING FREE STANDING ATTNNED -- TIACIED .. AP I e 1 MAX COLUN SPACING FREE 5TAM M ATTACHED TIMED IRS. MN LAE LOAD - SLAB COLUMN TYPE F0011NG COH N TYPE A-, G .• 7 r " 1 cam TYPE C-F G . COLUMN 102E A -F, G CCWN COLUMN 112E C -F, G FOOTNG COLIAN TYPE COLIII0* TYPE A-F G F00TNG mum TYPE C-F G SLAB SLAB NO SLAB - CCUNN TYPE A-F G NO SLAB NO SLAB SLAB NO SLAB - SLAB SLAB NO SUB - SUB 99 PO SLAB SLAB SLAB NO SLAB - SLAB SLAB NO SLAB - SLAB 9AB NO SLAB - SLAB SIB 20 P.S.F. 3' ®M 6 som[HNooI SUB C-F. G - SLAB 6 -6 7 7 -6 3 P.S.F. R EOM s otfNEM•oi0L 20 P.S.F. 3 -6� ® NM A0 MN 1111M• aeovEav G - SLAB 04 G 2. opoiiM•LSIm - �Ll�e limo IIIIS. 1L� ∎l/�e e G 3.-6 L� MN -M-� LO OO®OOOEWEN =NM WEN Ersom MAO emEmoi9A moMEM -er �I<l�tl�! ®M d 6 -6 aI 01 .MME 1*L 9e000 AROD®0 SLAB D-E. G - KM tE �N 7 �OL?a000� ODWINO L ©MOM �um \ �-"_ 1 OmO 1G� ®M t� ECM 7 -6 eF 1 MEIN 2-r, G 4 WEN A-F, G 3 -6 • Lew L�10 c-F G OL000 8 -6 �� e�� C-F 1 _ ��e B G 4' LL7Qii MEM �Lr e 4 4.--6' B m B' 6 -6 C-F c a 7 I 9 9 6 7 -6 P____►_ 9/B BEG � 4 0I U1® - 00®0 Irmo E83MI 1•11111111M1 EOM =!= MN m O10EIRMOLaQTEM. Edii �! 4' -6 "I 8 8 L1R [v�i0LIDfM• 6 -6" DE,G C -F G 7' �v ®9i 7 -6 �i� - " O t i l l ut i OmO ECM O ECM EOM Me= 0LSZ0 II MI � -■ INM LEA ��Aim. 25 P.S.F. 30 P.S.F. 3' ®� LLDM• 6 MEIN _ aL ©�O T Q�M♦e B -F. L eiFc 6 -6 SLAB p -E. G �� 7 �- nI _L_ 15 17 -6 �a � 3 25 P.S.F. MIMI sou' cs c MEN 3' 6" 3 LiFi I�. ® 6 6 0 505 91 _e e - ©m F Lei I 6' -6 6 LLSE► 0I 00_00 aR ' OO®OOLO O0 91 i 1* eW 05 L ®i 9'-8 7 sLOLEI[Me_LO[Ei[M• � LiF3n r 7 6 �_� F,IMEMMI =eIPTIJI INN 0. �� 3 -6 ON oE�®[1.Op =NM mfM♦�pmE.m ®0 Lei IMO ®6 LENIN ®0 ME 7 _ NH�___-�M _ 7 -6. Imo �-- ' 30 - L0 ��ee��i,N M ��A�� .P.S.F. MAGNUM GUTTER FASCIA, 4' OR 7" 1 BEAM *PATIO STRUCTURES LAS LE 15Y FOOTING 9155 t COWIN 10PES GEOIE1RT F001110 SIZES W MAW 10PES { GERM FO011110 9155 it MIN TRES GEOMETRY HaMING 9155 Ge o01I1N 1TPES WARS LIVE LOAD 20 P.S.F. TRIG. EN 3' .1 HEIGHT MN 1062. MAX COUSIN SPACING 8' FREE STANDING ATTACHED COLAN PONT 0 -G=6 MAIL CO.UW SPACING B -6 FREE STARING ATTNNED -- . ININ - LER71T VAX. COLUMN 9'ACNG 9 FREE STANDING ATTACHED MAX. COLUMN SPACING ERE( STANDING ATTACED TAB �1H ULE LOAD FOOTING COLUMN ME C-F, G 9001196 COLIAN TYPE A4, c FOOTING COHAN 101E ®OLOO�iO "® C0.08N CCWN �•1 ' HEIOIIT FOOTING COLIAN TYPE MOM C0LM1 TYPE NO SLAB - SLAB SLAB NO SLAB - SLAB 9AB NO SLAB 0 O 'm" 0 TYPE ] SLAB TYPE NO SUB TYPE NO SLAB SLAB („"1%7T.] SLAB - 9Ie C-F c - DEAD e-F c - O ®OOOmO L� eL��O e��10�IC5Gii ®0 MN 9 -6 Ern O IMAM ®[2.e NA 9Ae 8-06 e c _ 3 20 P.S.F. 3 -6� ® NM r G - SLAB 04 G 17 a 8 - �Ll�e limo IIIIS. 1L� ∎l/�e ME LPL! 9 115 -M-� 0� MEM L`2. 9 -6° 0 - -er �I<l�tl�! _ SLAB 9 G 3 -6 - SLAB D-E. G - SLAB B -F, G �Y a -6 �um \ �-"_ L�� A>• LEO 12 a �.��e'CCM __w _ 1 4 ii 12 8 �_ 7-4- 8 -6 �� e�� r 9 ��e 05 9 -6 �Lr e 4 4.--6' B m B' a 8 6 W-�_ I 9 _'�'_I1111 9 6 P____►_ 4 6 �_ -am 111::■1 Irmo - �N�e�MON U e�� ∎e ∎�e�� CHAPTER 49 U.B.C. - PATIO COVERS PATIO COVERS DEFINED SEC. 4901. PATIO COVERS ARE ONE -STORY STRUCTURES NOT EXCEEDING 12 FEET N HEIGHT. ENCLOSURE WALLS MAY HAVE ANY CONFIGURATION, PROVIDED THE OPEN AREA OF THE U NGER WALL AND ONE ADDITIONAL WALL IS EQUAL TO AT LEAST 65 PERCENT OF THE AREA BELOW A MN- MUM OF 6 FEET 6 NCHES OF EACH WALL, MEASURED FROM THE FLOOR. OPENINGS MAY BE EN- CLOSED NTH INSECT 009559NG OR PLASTIC THAT IS READILY REMOVABLE TRANSLUCENT OR TRANSPARENT PLASTIC NOT MORE THAN 0.125 INCHES N THICKNESS. PA110 COVERS MAY BE DETACHED OR ATTCHED TO OTHER BUILDINGS AS ACCESSORIES TO GROUP M; GROUP R, DIVISION 3; OR TO SINGLE DNEWNG UNITS IN CROUP R, 0199011 1 OCCUPANCIES. PA110 COVERS 91ALL BE USED ONLY FOR RECREATIONAL, OUTDOOR LIVING PUR- POSES AND NOT AS CARPORTS, GARAGES, STORAGE ROOMS OR HABITABLE ROOMS DESIGN LOADS SEC. 4902. PATIO COVERS SHALL E DESIGNED AND CONSTRUCTED TO SUSTAIN, MTHIN THE STRESS UNITS CC THIS CODE, ALL DEAD LOADS PLUS A MNIMUUM VERTICAL 0VE LOAD OF 10 POUNDS PER SQUARE FOOT EXCEPT THAT SNOW LOADS SHALL E USED *HERE SUCH SNOW LOADS EXCEED MIS GRIMM. SUCH COVERS SHALL E DESIGNED TO RESIST THE MINIMUM HORI- ZONTAL IMO LOADS SET FORTH N THIS 500E, EXCEPT MERE LESS THAN 12 FEET MIGH,THE HORIZONTAL WAD LOADS SHALL E AS INDICATED N TABLE 110.49 -A N ADDITION, THEY SHALL BE DESIGNED TO SUPPORT A MI4NU I1 RIND UPUFT EQUAL TO THE HORIZONTAL MD LOAD ACING VERTICAL UPWARD NORMAL TO THE ROOF SURFACE, EXCEPT THAT FOR STRUCTURES NOT MORE THAN 10 FEET UPOVE GRADE THE UPLIFT MAY E E 196)20 FOURTHS OF THE HORIZONTAL RIND LOAD. WHEN ENCLOSED OATH INSECT SCEENNG OR PLASTIC THAT IS READILY REMOVABLE 1RANSWCENT GR TRANSPARENT PLASTIC NOT MORE THAN 0.125 ROES N TL900PSS, RIND LOADS SHALL E APPLIED TO THE STRUCTURE, ASSUMING IT IS FULLY ENCLOSED. LIGHT AND VENTLATIOH SEC. 4903. WIN00W5 REQUIRED FOR LIGHT AND VENTILATION MAY OPEN INTO A PATIO STRUCTURE CONFORMING TO SECTION 4901. FOOTINGS SEC. 4904. A PATIO COVER MAY E SUPPORTED ON A CONCRETE SLAB ON GRADE MTHOUT TABLE 110.49 -A DESIGN WAIN PRESSURES FOR PATIO COVERS NOTES: 1. STRUCTURE MUST MEET ME N TON AT LEFT TO 5E BUILT AS A PA110 COVER. • 2. TABLES ARE FOR 80 M.P.H. LANDS 0R LESS 3. CONFIGURATIONS N TABLE UNIT THE COLUMN LOADS TO 750 1 OR LESS AND 12' MAXIMUM COUMN HEIGHT. 4. A CONCRETE SLAB NO LESS THAN 314' THICK 15 REQUIRED, USE APPROPRIATE DETAN_ AT COLUMN TO FOOTING (SEE ABOVE). • COLUMN TO FOOTINGS SEE OETAL ® FOR ATTACHED PATO COVERS SEE DETAIL ND FOR FREESTANDING PATIO C050tS COLUMN TYPES A (2) 114' S0. x .032' ALUMINUM B. 3' SQ. x .032' A11108400 C. 3' S0. x .048' STEEL D. T.64' SO. 1Ms' E. T.S. 5' SQ. x 9k" F. 3' S0. x .075' ALUMNUTA (MAGNUM COLUMN) G. 4'x4'x9k' ALUMINUM TUBE 6061 -16 WEL A - F WOULD MEAN COLUMNS A TM F ARE 9,15, FOR THIS LOAD CONDITION. RECEIVED CITY OF TUKWILA NOV 2 21996 PERMIT CENTER r2NllnA5, 21058810 191 5105 10 NW LL55 IRAN 3 1/Z 1HICK AND FURTHER PROVIDED THAT THE COLUMNS DO NOT SUPPORT 0VE AND DEAD LOADS 15 EXCESS OF 750 POUNDS PER COLUMN. RAND SPEED -MAP AREAS (mks per hour) HEIGHT ZONE .yw.l , REVISIONS 3/94 ADDED 0,H AND I COLIANS ,/ GR uperrt E[111gthe vOIJJ j One CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 5519 West V9ioy N59h.oy North / a5t. 101 / Auburn. 90 08801 / 206 - 5533 -7776 N FEET 70 80 90 100 110 120 130 LESS THAN 12 10 13 15 19 23 27 32 NOTES: 1. STRUCTURE MUST MEET ME N TON AT LEFT TO 5E BUILT AS A PA110 COVER. • 2. TABLES ARE FOR 80 M.P.H. LANDS 0R LESS 3. CONFIGURATIONS N TABLE UNIT THE COLUMN LOADS TO 750 1 OR LESS AND 12' MAXIMUM COUMN HEIGHT. 4. A CONCRETE SLAB NO LESS THAN 314' THICK 15 REQUIRED, USE APPROPRIATE DETAN_ AT COLUMN TO FOOTING (SEE ABOVE). • COLUMN TO FOOTINGS SEE OETAL ® FOR ATTACHED PATO COVERS SEE DETAIL ND FOR FREESTANDING PATIO C050tS COLUMN TYPES A (2) 114' S0. x .032' ALUMINUM B. 3' SQ. x .032' A11108400 C. 3' S0. x .048' STEEL D. T.64' SO. 1Ms' E. T.S. 5' SQ. x 9k" F. 3' S0. x .075' ALUMNUTA (MAGNUM COLUMN) G. 4'x4'x9k' ALUMINUM TUBE 6061 -16 WEL A - F WOULD MEAN COLUMNS A TM F ARE 9,15, FOR THIS LOAD CONDITION. RECEIVED CITY OF TUKWILA NOV 2 21996 PERMIT CENTER r2NllnA5, 21058810 191 5105 10 NW LL55 IRAN 3 1/Z 1HICK AND FURTHER PROVIDED THAT THE COLUMNS DO NOT SUPPORT 0VE AND DEAD LOADS 15 EXCESS OF 750 POUNDS PER COLUMN. 0.2. 0.•015P2588 .yw.l , REVISIONS 3/94 ADDED 0,H AND I COLIANS ,/ GR uperrt E[111gthe vOIJJ j One CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 5519 West V9ioy N59h.oy North / a5t. 101 / Auburn. 90 08801 / 206 - 5533 -7776 JOB TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. sumNER, WA. 98390 SHEET TITLE PATIO COVERS - JOB NO 5J004 2 SHEET AO MGM° J.D.B. ALLOWABLE SPANS, REQUIRED COLUMNS & FOOTINGS D0ANN T.O. DATE MAY 1995 A L U M I N U M B E A M S was :" mmiv.,, 11,..si I. II a I;:>1111111111. 4r.. m01EIRY '�•,..It • `I 2'r EE]EI MX COLUMN SPACING IMO/ .q t -S-,..11 I. II ' 'II ■:..-1 I III=" •, 4i.' ;I 2r -- MAX COLUMN SPACING n'•%„ y • . h1. f ATTACHED YAK COLUMN SPACNG EER3: I, ' 311111.1.0 i . 11 °.1 1 . �1 Fn-2» M 113 MAX COLDW SPACING ∎a.,, FREE STAPLING 1- •,>11r.1 1.. ATTACHED LOWS IRE 40TH LJYE LOAD IM LOAD TNT MOTH 41 r MAx COLUMN SPACING " . COLLAR TYPE EBIEDI FOOTING COL(M MYPE ®1 =MN TYPE FOOTING COURIN TYPE IMRE COLUMN TYPE FOOTING COUSIN TYPE F,2 r E1 MEi COWAN PIPE 1 ,� COUM TYPE °� CQUN TYPE NO SLAB KEEN SLAB WEE NO SLAB SLAB '®' WEE E DIDIEMEIMB3 NO SLAB WEIMER SLAB =Q U 0 NO SLAB SU1B i1PE NO SLAB Q EICIEILDR31111 EMEI3 U fl L AUM• NO SLAB D stAB EEIIWO 20 P.S.F. 20 P.S.F. 20 P.S.F. { 3• EM �E 6• $ • :RL1�l®I3iC' WWI RD MO ME3131E'1 MEI U E KEW MEEMEIMEM EFIEEEIIEI LIMEILD IMEMJI -, • 20 P.S.F. 20 P.S.F. 20 P.S.F. 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AT COLUMN SPACINGS SHADED RAPS: K�ic�3 7' I-BEAM U( AT ALL COLUMN COLUMN TO FOOTINGS BEAMS TO COLUMNS FOR COLUMN TYPE 'B' & '1 FOR ATTACHED STRUCTURE FOR COLUMN TYPE 'C','9' & FOR ATTACHED STRUCTURE SEE DETAILS , 30 t e30 COLU -MN TYPES A. (2) 154' S0. x .032' ALUMINUM B. 3' S0. 6 .032' ALI0MNUM C. 3' S0. x .048" STEEL D. T.S. 4' S0. x 446' E. T.S. 5' SO. 0 444 F. 3' 50. x .075' ALUMINUM (MAGNUM COLUMN) G. 4'!4x44' ALUMINUM TUBE 6061 -26 • RECEIVED CITY OF TUKWILA Iwo es 1,44 t.9 7 Ids 4:.5344. ''• 66.616•' """'""". SEE FOR FREESTANDING STRUCTURES 123'- II U 6 6" X. I4.212 28 A - F !AVID MEAN COLUMNS A THRU F ARE QIS. FOR THIS LOAD comm. PERMIT CENTER 6644 66..2156164 4r.. Raps[ a Engt eeding9 Mac CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1539 6/. 302.4 5194°.34 45.455• / sun. 101 / Auburn. •0 45001 / 206-633 -7776 JOB TITLE COMMERCIAL & PATIO • STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SI,L•1ER, WA. 98390 SHEET TITLE ALUMINUM BEAMS - Joe No. 95004 3 SHEET ML. ,,,,D J.D.B. ALLOWABLE SPANS &REQUIRED COLUMNS AND FOOTINGS WITH(20 P.S.F. LIVE LOAD) 09 T.O. DATE JUNE 1995 A L U M I N U M B E A M S LOADS OEOIEIRY FODING 6633 t COON RTES I MIETRY FOOTIIG SUES & OIAIl 11P ES I ®EIRY MIN STIES ! CL EM 111,13 I MOM FOOTNG Sld'S It COIIAMI TYPES I omME1RY FODTNG SKS t CLII•N TWPES LDAO6 LPL LOAD TR6. WIDTH •1 r MAX. COLUMN SPACING FREE STANLING ATTACHED .1 7 e MAX COLUMN SPACING FREE STANDING ATTACHED I 1 „1. 1:�:1i MAX COUAN SPACING FREE STANDNG ACHED .' 1. 1'7:19 MAIL COLUMN SPAC/1G FREE STAPLING ATTACHW ir r MAX MUN SPACING FREE STANDING TTACHED DOB. MD" LI LOAD 1 L COLLIN TYPE FOOTING COLUMN TYPE MOW COLUMN TYPE FOOTING COUNII TYPE FOOING COVEN THE FOOTING COLUMN TYPE ..' =UN ME FEUDING COLUMN TYPE - ROM COLUMN FMK COLUMN THE NO SLAB NO SLAB SLAB NO SUB SLAB NO SLAB SLAB NO sue SLAB NO SLAB SLAB CIZEIMI NO sus Q Epp RPE ELEI 0 I 20 P.S.F. 20 P.S.F. 20 P.S.F. - wii 11. UMW ®� 12121",♦] E IIU• � d i2� " • '. . • C{ G . r . • � �m ' I - Is Y . 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COLUMN SPACINGS NDICAIED. 134 G 20.40 16.31 D-E C 20 .40 16.13 +6.34 15.26 C4 G 16.34 15.31 D -E C 16134 15 .29 11-E G 1 , 20.34 17.23 C -F 70.34 17.27 D-E G 20.34 17.70 D-E .G 22.34 11.23 C-F ,C 1.25 a . 34 19.27 D-E 22.34 to . 25 D-E G 24.30 19.23 C-F .G 24. 19:4 15.36 16.31 8.12 5.1 24.36 20.24 C-F N , 36 20 124 D-F C 24.36 20.21 D-E 24.36 20.28 D-E 26.36 21.24 Ft' 2.35 21.25 D-F G 26.36 21 1 27 D -E 23135 21 : 20 D -E ,G 27.36 23.25 C -F 27.35 23125 D -F 27.36 23 127 04 27 , 35 van D -E MIMEMBEEMMAMORDM 1733£1 m4I O=EM 113.37 1 , m C-F MEER LCII3M t� -ELI JIGM CJID MOM ' MEM mama ®204 to MIEN ®®4I- ®' 1E .33 30.36 25.31 0 -E F 32.35 26.33 04 G y 32.36 P:6:337 D -F c 1 32.36 D -E G 32:35 713.33 D -E G 32.36 27.34 D -F G 32x. 27.34 D -F ,G 32.36 27134 0 -E C 32.36 27134 D -E ,G 32.30 28.35 0 -F G 32,38 25135 0-1C 32.38 28.35 D -E G 32.35 213 a 35 0 -E c ET E1 MOM IE/131 03E3 MIDI 11121X311 EMIll 20,41 21.42 16,35 17.36 E[ca7 17.36 0374 WWI EMU MAIM 11.37 15.30 11:35 15.70 18.. 15.27 1.35 15.70 1.37 15.30 31.34 31.25 22.34 17.20 22134 17.31 31.34 31.31 22.34 22134 22134 22134 24.34 24134 24.34 24.34 24.35 24.35 2.36 24.36 18.24 18.25 18.27 113.31 19.23 18.25 19.27 19.28 20.23 20.24 20.26 20.28 K0 SLAB SLAB 13.20 0.12 1.70 8.1 14.27 8.12 MOM 14.27 0.12 MOM CUM EMEEM:ri Eli UWE M EM at: ®E��mMI MOM 9031:110111 WPM Of3 UWE EMU MEMDIEMEI UMW OMEOFIErnimE7 EMIR MIMImEN • EMIR KETIEMEMEI I2M EI1C7i MEEMEIIII ®M ME WI 1D131M/IMEMEI 67 s MEM IDMMarnrEsEC1 aim Eammumnig 84 G MEM NMI m4 MAW 993 k CO11Y1 TMES FREE STANDING NO SLAB SLAB 20.34 1.20 ATTACHED COLUMN FOLDING TYPE NO SLAB SLAB C-F C 1.27 8.12 T1PE 6-F ,c ®CimalmmaLiummir outiumerEi E DE 20,37 16.31 20.34 16.26 0 -E ,G 13.27 .12 12 C -F G 14 .20 .12 IIIIIMEWEIEILWIIIWWWW1 '�i• EMU *1' IIIMEMEMIIMMESIMI LW 11111 DAIEWITEI EOM !I E:WM1311:11MWMIMIEBITUI MEM 0 1>m ism mamaguElommiumarmanuemliarem 0* 11312110/2:1 EIEWIEMMEW/111E.AI' 20.35 16.79 15.32 13.1 16.33 6.17 IMEE1113331® 16.33 9.17 17.31 1,22 MEI UM/ KEEEMENEI04 MEM 17:31 11 122 C-F 17E**0 17.34 1.22 1M4 IEUEMMITEMMIDEIMM MOM m*0 16.36 1..26 E *0*0 EME*0 18.37 14 .20 nafiiii EMEMimarmiona mamszeumerewurat 31.35 31.70 25.36 n.n 27.36 23.27 27.36 23.27 21.36 23.27 27.36 van 31.36 24.31 22,36 24:31 29.36 24.31 29.35 24131 30.36 25.34 30.36 25.34 31.36 31.34 30.36 25.34 32.35 26.36 32.35- N,35 32.36 24.35 32.35 24.35 U.. x7.36 32.38 27 136 32.38 27.36 32,38 21.35 34.30 31.36 34.38 26.35 34.35 24:36 31.35 70.35 34.39 30.37 31 139 30.37 NEM 30,37 11.37 14.75 1.39 14.3 MTEMITE1 LOD *0 WI MWM/971 m3ti.WM HEFERHINEHRH L®INIii.sI IEMIWIWIEZWESWIMMIE1 1 7*10681 Y. �[;F.1•� ®0MM �Q�®ET•,E_EM nmS�� ®® El NUN MAID SIZES k COUSIN IYPES FREE STANDING ATTACHED NO SLAB SLAB 70.34 16.27 _ 13.70 WEN 13.70 14.30 max 1:31 70.35 16•]0 70.35 16,32 20.38 17.26 20.31 17,31 20.38 +7.38 Ci C D-E 0- C-F 0 C i .6 0-E 14130 14.30 14,31 1513 15131 1513 8.12 8.12 e-F 1Rfl WIN e-F 8.12 8.12 11.12 9-F 11.12 6-F ,c 9612 Fi 20.35 16,31 70•]6 1127 20135 1131 3' 3' 6' trim ® Emu 11077 11141iiii 1.14® 13.1 mEM ©017 C-F A D-F ,0 D-E 1.31 111.33 1.31 9.111 9.19 B1,c 6-1 8-r C F!�7��[IIi�® imam ® EMI mE3 mE3MOIEDIf1m[IIiE/1 12EILIII MD UWE 27.36 23.27 1:111'*:CEa 0MILEWINIMEIIMIFM''MOM Ezmummrimann m [ Imo© W 1 I3MM E- ME ��12A1M'.WM UMW -_ DIMMEMEICEMMEEWMITEI (SW WI MI HIQ 7 RH HI D-F C 1.35 16x3 D-Fx 70.40 16.31 112*0 • WITEMM:i. 0 20 ,40 16,33EWE'WI 0-E 20 .0 16x13 IMLIII *i *1 0-E 70.46 16.31 1R WWI tM 8-7 m. 42 17 • 35 [M7.M'1E =7a ECM �m �� WI �m mam57Junzi m el !mum �m� -7a m�m�lE©i mMIE111910211 ®E3• 1 *7a IHINERIFIBBIEHRH11111 w mIMIiI101000 ®E9 i WI IIMMIEREIMEWI 0.911'11101111 Will E[1TJI�TE1� �.�l�1317<1 WWEIM3111 EIMMIIII MEM 1-_ LEA MOMMIEWI Di c 27.45 1.46 BEIM WI m IIEMMEMZI 0-E 22 .45 19 a 40 1771711 KUM 34 41 35.35 C-CF F 34.42 32.30 LG)�J1f'L[1F C 111 Ci C 0 ® IZIEMIIMMENEEMI MEM MEM m4 MalEMEMII m ® r MOM M33MIIMAE7 MEM BB70. 41 17 .34 21,42 17.360r CEMEMEMEMEEEi®gi E7Cii � MEM � ELAM 11011E•131E1 OMNI OWN MIEEMEMII ®4 21.13 113.37 E. 22..44 1.39 EMIR MIZMEZIEIUMEIN 11111111111=173111/30 OMEN COWAN ..envemakcl EMIRS 1191211111/C1 IRWIN C r o n INIEM M1101111211m111131,311lE><F!a 1195•1 MIELMEINEIEMPERTWATII EM.111, M3191 EMMEI7E1 1 a 11fl70E*0 mmu 1)2012im Eammm 11711E_1L10 FM EH MEM EITEI EMIR MEM 1 137.* WWI= 17- EMU IMMM 0-: 70,40 011113/1911- 31• 35 24.3 31:36 24:3 N. N. 14.31 14131 e -F ,6 MEE 1411 RH 16.31 31,35 HIN �[W ��® MWMEMIE3 MEM E> ® EWE CAM 01 126 m EIMM IIEEDAErgi mum mum. EMU MEM D-F .c n .44 16.39 8-F .G x.35 31.35 x.39 n.m 34.35 31.36 0-E ,G n . 44 1.20 C-F .6 D-0 C n .44 1,36 C-F Marialearra MUM MIME 28 091111M � DES E7 ®E310 01119311 0)311 B® SID �$•13311EMICI1941>E33:11E33:EI® eaREMIEMEI (MEM EMS MINIM EIMMS113251 Ertl MOM STEEL BEAMS (ANGELES METAL SYSTEMS.IICBO- ER1715P1 Ear- 2.75' 8 O_N_ e II 0.219' INSIDE RADIUS, 1YP. 140.1600 k 14011000 = 0.0713' 12FJ1200 = 0.1017' 1 T .075' TIP. SEE COLUMN TO FOOTINGS FOR COLUMN TYPE 'E' & FOR ATTACHED STRUCTURE FOR COLUMN TYPE 'C', '0' k i FOR ATTACHED STRUCTURE FOR FREESTANDING STRUCTURES BEAMS TO COLUMNS SEE DETAILS Alh Eir COLUMN TYPES A (2) 114' S0. x .032' ALUMINUM B. 3' S0. x .032' ALUMINUM C. 3' S0. x .048' STEEL D. T.S. 4' SO. x 416' E LS.5' SO. xOSe' F. 3' S0. x .075' ALUMINUM (MAGNUM COLUMN) G. 4'x4'x454' ALUMINUM TUBE 6061 -T6 NHL A - F WOULD MEAN COLUMNS A THRU F ARE 1111 FOR THIS LOAD CONDITION. 'eW1 W3' MEE ®LTi,� woman [�mom mace min lam RU I2 7 / CML . . y rl 1 FC15TE1��C9 \T▪ T� t l Wu A.,a•� RECEIVED CITY OF TUKWILA NOV 2 2 1996 PERMIT CENTER 10' 12' 13' d d s4 REMSLONS G°3MpoQit Csnglin®e r ig9 Dirt© COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER WA. 98390 CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 924.1 4d1.7 Hlgh.ro7 North / Sun* 101 / Auburn. Miu 98001 / 206 -633 -7776 SHEET TITLE STEEL BEAMS - ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH (2Q P.S.F. LIVE LOAD) ,pB N0. 95004 CREMED J.D.B. DRAE81 T.O. /A.M. 0*10 MAY 1995 SHEET N0. 6 S LOADS muETRY FOOTING 9E3 ! COMM TRES EIDEIRY MOM SITES ! COLLARD TYPES 21011DRY FOOTING SIM& D1UII TYPES i CEMENT FTDIING 9S & CDUIMM IVES GEOLTRY ADDING 9212 t CuIAIN TYPES LOADS LIVE LOAD THE WIDTH rl IAN HEIGHT MM. COLUMN SPACING FREE STANDING ATTACHED rl HBG T MAX COLUMN SPACNC FREE STANDING ATTACHED MAX COEDW SPACING FREE STANDING ATTACHED •1 IRMI IEIGIT MAX COLUMN SPACING FREE STANDING ATTACHED MAX GOVAN SPACING FREE SPADING ATTACHED 1PoB. MOTH U LOAD FOOTING COWN TYPE FOOTING COLUMN FOOTING COUIIN TYPE 11 '� COWEN ' FOOTING COLUMN TYPE FOOTING MUNN TYPE FOOTING COLUMN TYPE �`.� SLAB COLUMN rl HYPE HOW FOOTING COCAIN TYPE ` : COLUMN RIPE NO SLAB SUB NO SLAB SUB TYPE NO SUB SLAB NO SLAB SLAB TYPE . 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M D -F ® 1001 ®� EEJ♦' ITS ®EMET1 NEM E INEM Ei ammE911111EXIII �.'1 0111-'I0E.7 EE111 EM 11:101311 E� WW2 ®ISLE). 0710 MIKE 13 14 1111�� MOM t- ti.', '.�I E' <��1 E'ii• Eii 1;1tI ®F 111 MITI IMPi ElM IEEE a , "• F < a 'r4 y. 36.12 36.12 38.45 29 .44 29 .44 30.44 0-E C 114 D -F c /EWA 1I3�J11NU ITEM EOM Elm' WM .•. w r '.- -," -;,. E� E� S4 L<� - . ^'.'E�t ' ®f .�1 411 E11 ECM ®ElnIM1WM I 122911 INEM ILEA -F! . WW2 ��OT�E;�FrTI F 11 -11 TFSEiim Ms IES ®E1f 13' a:" } ••!3 11:13Z• �E�F�Em C 12 36.45 76.45 30.46 30.44 0-F G G E�FirCiEL WWII E HMI MIMI IMEM ' - t! 77.24 D -F 6 24.50 22.45 C4 C °E FEIN EiE1♦ ®I 011/117rW111 ��E�E�E3.�' Ea1EI Ems • 11 ®IIIE n:1I lLin.1Ian E n I F.n 1I? M Km MGM ( 1 ( = t1 h"+- • E3:25• . lE1113021E1•11102Fi 1E�1 lit E MMENW �E�EM?][EE© i'1EZ]TENIEW I EMS T1F MIN E E E I 36.45 30x46 04 D -E G MIME riru.. MOM .y . Y 1012112 • ®33 E� 3'. 21 4241 04 6 D4 C' 24 .50 20.51 22145 23 .E C4 6 B4 6 MGM/ .,.. ,' . 4. s} s ' 1fl-Sl 113M.1 221310 MEDIA NMI 15 WWII 1'F�'1�E�®' ce_ ®r: 11 N 11�_I� FT151 1rTr1I 14 15 IDIOM ��` t.••E_�F E]IE 36.47 31.47 0 -F ,C . _ I i F � E ' I . 1 U NEM EIGlE ET ' l�E �E�� 1 i IE� MOM EtFl WIM . �t '.I �E11��E MB ' EiFi� EMI MM. MOM EEECI NEM - 342.31 ..47 36.50 31.47 31.47 33.47 o -E c D -E G 0-7 6 ETIRF1Ez� 11�1JL WM 1 ®E�11S1� t , . WWII 33.47 34.48 D4 .0 D-F G 15.51 26152 23.47 21.48 C4 C 84 C •1 E36M ti •,, • ..., 14 15:1l1�EE �E�Emma-Am I BI 1 E Km ®MA1•3E WW1F.11,1 0101 f1 l �'�.I•_rEI IMMIE n UM 11L ➢i M 15 •`E 4� 1111131E11:103 • 23.5500 33.47 2I c ig ®�C K`i';t '5. 11 M r1T m ®�® �i �' W WITT■ EMEIIIIMMECEEI Mg FORM ®. . IIIETIDIESKIWIEWM EREM WWI F%EM1 W1. 11• ><..Eal EMIIIIMEIMEMEIMMIUMIL ® EFAIN -.5o 04 ,c 02311F01211 EM 11 t n 2 VTIFI Ff.- IFEE0 F2F3 iEIP31111 BEAM KEY 14E1600 OK AT COLUMN SPACINGS SHADED THUS: 2. 14031000 OK AT COLUMN SPACINGS SHADED THUS: 3. 12E41200 OK AT ALL COLUMN SPACINGS INDICATED. STEEL BEAMS (ANGELES METAL SYSTEMS.ICBO- ER1715P1 275" o_2_v x II 0.219" INSIDE RADIUS. TIP. I4FJ600 & 14FJ1000 = 0.0713' 1G-J1200 = 0.1017' .075" TIP. SEE COLUMN TO FOOTINGS COLUMN TYPES FOR COLUMN TYPE "8" & FOR ATTACHED STRUCTURE FOR COLUMN TYPE "C ", "D" & "E" RIO ATTACHED STRUCTURE FOR FREESTANDING STRUCTURES BEAMS TO COLUMNS 31 SEE DETAILS A. (2) 114" S0. x .032' ALUMINUM B. 3" S0. x .032' ALUMINUM C. 3" S0. x .048" STEEL D. T.S. 4" S0..>. Fk" E T.S. 5" SQ. o Me" F. 3' S0. x .075" ALUMINUM (MAGNUM COLUMN) G. 4 "x4"11444" ALUMINUM NE 6061 -T6 NOTE: A - F WOULD MEAN COLUMNS A 1HRU F ARE Da. FOR THIS LOAD CONDITION. RECEIVED CITY OF TUKWILA NOV 2 2 1996 PERMIT CENTER 197vYLa 111t1.91 Maerlpl ion REVISIONS CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 1.0 vma 23255.37 Noun / S..0. 101 / Auburn. wo 913001 / 206 -633 -7776 .108 TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER WA. 98390 SHEET TITLE STEEL BEAMS - ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH(20 P.S.F. LIVE LOAD) JOB NO 95004 CHECKED "13 D . B Dpppl T.O. /A.M. DATE JUNE 1995 7 SHEET NO S T E E L B E A M S LOADS MW LOAD TRM MTH GE •1 NUN HEIGHT ETRY MAX COIUNN SPACING s -: 0'3 r.:1Ii..11'.\li:>'11M. 11111.01=1.11 ATTACHED GEOMETRY '.'',..11.'..; .® MAX MUM SPACING -:I.11 FREE STAMNG ATTACHED z�lN1=NI- M MAX COMM SPACING :i.l,'g r,7.11.I I1' i1,• -_3 : 11 lF r,x - I` -:-L-i r,ailr?11 " \I. I\ 1 ATTACHED gg MAX CQIAIN SPACING FREE STRONG ATGCHO) ',..11.':I i•12. MAX DOLMAN! SPACING FREE STANDING ATTAOm TI EDTH UYE LOAD ® TYPE ' COlL11R7 TYPE COLUMN TYPE[''+`) GOMNN TYPE PIPE 03/DMN TYPE . MAIN TYPE FOOTING COLUMN TYPE .�'1 • MUM TTPE COLUMN TYPE 0 NO SLAB 0 NO SUB SLAB 200 NO SLAB SLAB NO SLAB SLAB fop •� �EZn '®�MR � � '� ®Ln:Ju # •E. '. - L •i1 ' 9 -FG NM 1 Eim '®� •1M '®' '®�" EEII➢1_"SFE'• 20 P.S.F. 20 P.S.F. 20 P.S.F. K�� a Fc ®� i8 ®U® B-rc N 19' • ® �1i $Q ®• 3r 20 P.S.F. 20 P.S.F. 20 P.S.F. 3' -6•�i 4' •� E10 •E•M NM •17• IIEEM TIM Mr 1 2 1 E 3 E1E�t�E1�i�E1 7 L 3 1 E 2 E 9 1 ®® M I c-FG B-rc �•I EON WEEEMEEE1ETL3 �MSBI� ® EMU ®Et •siL'•. i['� 0 '. F I i f 1 It�� E ID I M E 1 7 3 c-Fc 9-FC Man EMEEM E>E!�ET�M�WEAN EINA WI E3WEENEZEIE/3311 WM -- E n �E>�+C��IMEI i WREI E ©1I1E3EMT= MEM 3' 6• �EEmsD`�3 �E ®Et�� ®® ®E 8-FC B-F 10G7i �"� ��E6f ]�� 7 ®Ei ®. [M B i. iE+• 1$ • '� ®Ellie ©I i B-FC c-FC MEIN 19 I£)�7�f1�� ®�S'• 1e.36 a.x 13.?? 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PM s� s[03 NFL 20' 1131T1IEMI E 7 INTIM � 1E12111ELIXT ®1 DS IMTEM L 11' LEM NMI S 1i• EMII. lWWII MIrti llFFE.7E•3+L3 xfL!Tmum •Cis NEM t•�sf 23.4,=MI EOM •63f t�f t� ®•0�•� X3[3 Ii333 WI ®•1 MIEN Eas t3 s� • _��Ef3tEl�MEM l7lEil 7s0iiIF'IF ITIE!T 12' NM NM cQis CCM • • 16 1TL'�1MilIi�i EMI IMMIIIIIITMTIEEMI IIVIIIFi1Tis if • 73'T3 MEt sl3• 17' �s�s� ICBM= CMS KIWI ®•7'C3 EMIDIEMEI • <i t8, • ii /MEN 11 1 (EI•TT3sRIAIWY_ `Sii33F111 R 1CLAIM s® MEM sG. 19, E�Fafls WI EMEME •�E MEET ]sue ®� .WIZEMIME3s1L3 �� .3 MN 20, i7 NMECTIES mss[ IIMLS i7rF'JF ®F;11El•3iEM OIMMO 12, L�EE11• iE3•�[�IS4:L3 'AEMME •e �• it��• [33 I E1.1 • lE 7C7[3�• t�EMI E3st�ME3C €43 VA I .3 SSf�•am s3T3 Ems •1F1• � 1r'-7• smum `∎DIMSE 'E31F i 11 EE' 13' 14' 15' MOM Mi TEEM •EM MEI stl• ®16 sr Emu 161 16. t� WIVE NEME ®• F'...1•tIIS•EWE 11M 7 1 1C5MIN 1F1RTE1 I M E S FIFO E212111027111 � CUM •el• sI03 •E3• 17 KM■�DEMIMO Ern] WPM EMIR 1 l REID EMIM ILEUM 3' •t D3 18 18 • M E ' M I M E 1 •3FRI® •* IWIll um • NIMEHMM ■ EEMMREIEW4311 WEEEMIMEI •M MEM •!M 19 • Ti KRIM •fit • 23 MEI•ZEMIErn l EM NE 1 U . MEN" EMIIIIIEM . ILELIN KM tf 20 E KEMIKEMMEAEM fl IMF?•FITAIF3F1••*ist. 1"1® ®• 13 � MI . T'3 � RIM EOM war h i sn I IIEV ElC7i I m o- as-•sr •2030 IENA I ' •E13 IMAM mai EM ®N{3 ®• ©•� •� ® ®•'*� ELT �EI•��F f»E?EDIWIMIs'1T7 11 h��r 1It. EITSI n]N U {3 Num M•1 lS� 171 17' - E3CUMII iz ri 0 ® ®E® Irr 1•PL3 I iISSN •EM CTFIf:ri•,IMMED[IMEMD •F1�1MAEIR3•�rm ®�� ®f'�•t'l.�•at[3.07.1 IrmoLEM11 S3�•3Tk 1 - ri '1si WPM •E13 M NEM 19 E fl ®EXEMEMll�•EM • JLI•:1411111111211112EI CFE711t•Ln�f�nis7ea j•3�IEG]i WII4:3 ti D3 IU 20, ED1'.s1fflTh ® =MO= ®NIMIN i. •i� IMAM • Fawn irTTf1 U't T 14' ®® ® ®t1�••S! ® 7mu � �E s�7tE ��s�ES� I •� ®� EECmMaKUM111 1F �11131i• �� MEM MOM NEM 40 .57 , 40=50 .. Eif'LAE1� , S3 ®•� • -- MIN tM ®�•��.vi. •2n 0 -CC •Ui4E'•EM •ft13 $t. n Ir 1 rnE1ETIE ®E17 !T a.s i F F i 18 ®�0�EI 191 �® nJ 0 -E .® 20' Ell T 1 � 151 �� •121♦ M WW2 VIM NEM WWII FIEF1•'TiNM MIEN 40 .57 4400.5500 i0 MIMI •i:TF3 HMI 1 '- s® E EM MA NEMO Ftl h'tiIME3® WWII DTEMEMMIt.>c-,n..1 .- . 7F -. _.,.. BEAM KEY 14FJ600 OK AT COLUMN SPACINGS SHADED THUS: 2. 14FJ1000 OK AT COLUMN SPAONGS SHADED 114US: 3. 12FJ1200 00 AT All COWAN SPACINGS INDICATED. STEEL BEAMS (ANGELES METAL SYSTEMS. IC3O- ER1715P) H 275" 9 11 $8 0.219' INSIDE RADIUS, TIP. I4FJ600 k 14931000 = 0.0713' 12FJ1200 = 0.101r T .075' TYP. COLUMN TO FOOTINGS COLUMN TYPES FOR COLUMN TYPE 'e" & 'r FOR ATTACHED STRUCTURE FOR COLUMN TYPE "C', "Er & FOR ATTACHED STRUCTURE FOR FREESTANDING STRUCTURES A. (2) 1F4' SO. x .032' ALUMINUM B. 3' 50. x .032' ALUMINUM C. 3' S0. x .048' STEEL D. LS. 4' SO. x4fi E. T.S. 5' S0. x 41e' F. r S0. x .075' ALUMINUM (MAGNUM COLUMN) G. ex4'x4M' ALUMINUM TUBE 6061 -16 BEAMS TO COLUMNS NOTE: SEE DETAILS 30 A - F WOULD MEAN COLUMNS A 1060 F ARE IE. FOR THIS LOAD CONDITION. RECEIVED CITY OF TUKWILA NOV 2 21996 PERMIT CENTER 991• •p. REVISIONS G3cnpera ElltenserrOng, Dm�6 CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 West 909.7 144.•0Y Nert' / Sulte 101 / Auburn. Me 913001 / 206 -B33 -7776 JOB TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER WA. 98390 SHEET TITLE STEEL BEAMS - ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH (20 P.S.F. LIVE LOAD) Jae No. 95004 OiOLED J.D.B. DRAwN T.O. /A.M. DATE JUNE 1995 8 SHEET N0. LOADS =CRY - i. .II '- .F=..3..V./. 111: *MN=I N71 jl.iEINNEn'II' A L U M j;,.,.-li li.''II : >IIIIII I N U M B E A M 1 MEiRY S Ii„yi• i >1111M•1111 3,,,Ip.95004 9 SHEET N0. N. "&F AMMO UVE LOAD TRIO. WIDTH •. UWN HEIGHT MAX. COLUMN SPAMNG FREE STANDING ATTACHED , . - MAX COLUMN SPACING FREE STMO NC, ATTACHED .. �� MAX COLUMN SPACING $ I FREE STANDING ATTACHED MAX. C UNN SPACING , FREE STAINING :... . ATTACHED •, E LM MAX. COLUMN SPACING p 10,' MMM ",∎. FREE STMONG •>ii..li TTAC ED MEE TRIB. UM 3, 25 P.S.F. 25 P.S.F. Ig r . CQU91 TYPE FOOTING COLUMN TYPE .r COLUMN TYPE Eil[> "® COLUMN TYPE -F C FOOTING COLUMN TYPE ®� FOOTING COLUMN TYPE � FOOTING COLUMN TYPE D I COLUMN HOE FOOTING COLUMN HYPE • FOOTING COLUMN TYPE e-F G rasyCIf: t NO SLAB SUB NO SLAB � SLAB 'a WEIEN1 J EIIFI NO SLAB 16 v 33 SLAB 15 • is S SLAB '®"' • fl SUB NO SUB sus f1:017/1 EJ0 16.27 Ell221EMI e a l2 25 P.S.F. 25 P.S.F. �® EEilti EMEEINDMIERAMIIIIIIIIIMMENEDASEM ® •.T1• �E'amiT�EIM I -F 6 1e. , ..E im(E�� ice ILIETE EF 1: E•� tom'! 7pmIl e.2 B-F 6 3'-6" .r ® KremannEramoursm [minimum i m inagnim m i on= i ie M KIEM3 L W MEM I I 1 Z E I MEDI L r E S 1 EMI -F c -F C N r_ - $ i +e . 37 +6,33 15 • 30 16,36 IlEftillisErEm HMI EMI m i s a EIZEWf1 n a r s .1 um OE' ® .� ILIZENZELEMPINI110111111113111 WI ER .ER 111EW:7111@l3111ZEll L E W I S 112711Ir!♦ Now .. 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MAGNUM GUTTER OK AT COLUMN SPACINGS SHADED THUS: 2. 4' I -BEAM OK AT COLUMN SPACINGS SHADED THUS' 3. 7' I -BEAM OK AT ALL COLUMN SEE COLUMN TO FOOTINGS BEAMS TO COLUMNS FOR COLUMN TYPE 'E' & r FOR ATTACHED STRUCTURE FOR COLUMN TYPE "C', b' & FOR ATTACHED STRUCTURE SEE DETAILS 30 & COLUMN TYPES A. (2) 109' S0. x .032' ALUMINUM 4 E .13' ' T e , B. 3' 50. x .032' ALUMINUM G 77 �' TE�;:%O C7� C. 3' S0. 2 .046' STEEL ANAL �a 4414u455g5.` • D. IS. 4" SO. x HF,' E. T.S. 5" S0. x91,' F. 3' SO. x .075" ALUMINUM (MAGNUM COLUMN) G. 4'x4',H%' ALUMINUM T1180 6061 -T6 • RECEIVED CITY OF TUKWILA p0/KB 5.51.11 MI. 41111 rKtt]1ANUNli DMA.IUKt, "'"" ®®�� //yy 28 A - F WOULD MEAN COLUMNS A THRU F ARE 1E. FOR !9 UV THIS LOAD CONDITION. PERMIT CENTER ••11 •" "1.11'" .».. nuiperit Englinsegling, Me CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 W.+ pate] 0ign.o7 None / Solt. 101 / Auburn, Ma 90001 / 206 -833 -7776 .10B TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUmNER WA. 98390 SHEET TITLE ALUMINUM BEAMS - 3,,,Ip.95004 9 SHEET N0. CHECKED J.D.B. ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH (25 P.S.F. IVE LOAD) • • r.o. DATE JUNE 1995 LOADS UVE LOAD TRB. MOTH .4 N HEIGHT MAX COLUMN SPACING FREE STANDING r 4 it ivOnseuttg9 One CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 199.1 V49e7 099.43 Main / 1x72. 101 / Auburn. . 16. 98 / 206 - 033 -7776 'r 2 r MAX COLUMN SPACING ,�,�.95004 1 0 SHEET N0. NECKED J.D.B. ATTACHED - +, r .. MAX COLUMN SPAd 4G .31''1•' ,4 '.'11 71HT I1' \Ir:z�I r,7 r MAX CCIUIN SPACING .FREE STANDING ATTACHED I r'2 r MAX. COWN SPACING _7•.1�'. FREE .1. STANDING 0 :I11:?� ATTACHED LBADS 1Po8. MOTH UVE LOAD FOOTING COWAN TYPE FOOTING (%LIMN TYPE FOOTING COLUMN TYPE FOOTING COLUMN nFE COLUMN TIPS FOOTING COLUMN TYPE COWIN TIN COEIAN TYPE �... . COLIIN TYPE NO SLAB SUB NO SLAB SLAB NO SUB SLAB NO SLAM Q i . 0 NO SLAB SLAB NO SUB SIA8 S NO STAB SLAB 25 P.S.F. 25 P.S.F. 2 P.S.F. Lit! MN MN 11' 21 .34 17 .27 C -F .G WWWZIEWIMW WM 12'. '. 21.36 le . 27 ININIMECINM ® LIMN ti • .• .. CM e-F ,6 IFS • 24.35 24 . 39 is. 26 C-F G t � M. 151 MEI ®� ME 3, 25 P.S.F. 25 P.S.F. 25 P.S.F. 21. A 17.31 L I G MN WEW 21.36 21 . 39 1 a 2. 1e . 31 i w I.1s : . i ®I?6FD i n i i:#. EWE MN EEC r 22.37 16 ■ 30 Di ' 14 a 31 E IN3 13-F C 64 A ID ,A�• 'S .. • Is . 32 D- C S MN MN 24 . 10 EEM ECM � 3' 6" ti REM 11' 21 .34 17.27 C C4 ,G MEMTIIIIMICINEM • N EE1M -' . 21.41 21.36 1.33 IS a 27 E MEE ErEWEEM E7,37M MEM 0 - 'r. ✓ i • MMEINIEMEMONEMLYEN EXENITIEMMI13112I n.. 11x.32 MEI c-F C 8-F 6 E® tM 141 24.11 21 . as 19.34 19 a N D -E 6 C -F G NMI NETIMC1121 NAM EOM IIEDEHl d 15 DIME MOM 1131E3 III. E11 NIN ENINIIIIIII 16 • N 10.20 lo MEMM MOM 13DIENI 6" r.3' 11.31 G-11 c y 2!.34 ie.31 ®Ma D4 0 116.37 of G WM �f.x 118.332 of o 1e�OR N •I�� ".34 4 ® NM ; •... , � ' }: • S 21 . x 47. 27 ��M C-F G WWWWWWW WWI r_� ''' 1. . •... . 21 a 41 21.36 to . 33 10.27 Iwo ISSiIl� t� rEW. 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N 23.35 23.36 D-E 6 0-E 6 � E1"I E'' # WAWA 111:1L1112111:3 •.n-iFDIi'''1u•IIIIMINF3NAM ®fpm E MIN O iii aJO INMENEMN KM III 27.42 24.42 1. 23.31 mpftrnEnv ®[ I HUSH D 27.44 MICEMINEMINNIMIIIE110ZE3 22.36 31 G 20a40 MEI C-E G c-F II.➢� - 28.44 3D.45 23.36 23.41 0{ 6 o-2 6 MMITNIEMMI E, HAM KIM N E E r M C-F.6 r .•tom U 229.42 .377 D -E m ® ®® Its' I C-F 6 - 3D .431 231.41 47-7 c F �MEM IaSi�IIDC7N mss• ElRTII�IMEMB[siEl• IFILN 91 MN t M ' . 111 32.18 24.36 0-r C ECIII M E M NM E � 12 . 31.42 ±arlIsisINIE1EIN-M 75.33 ® ®C , V IBi 0 13' nax I 1 c-E C-F II.1 W . 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IE(M I1aKEI WA WNW 3'.42 03.13 o-Eo-e ©6 i 20.460 a � cE 5 • 34.45 30.43 D-E G � i� UNION MINI = 12' III DM Milli 11 34.6 27. N p-2 ,G n.44 19.14 C-E ,6 14' 12 15.1 x ", 42 1 a 43 29. M IIF'fl �FIEiTi 1I AM I'T. MEM III 13 EMEM7TITIEZEINIIIIINIIMI ® 0U I D-E C C{ C MO= EFM 14 . 36.47 33.4 32.45 0 -E D-E C 24.45 WM.=EO 22.6 WILXWWM i III 15' _MINN OM ANNE 12' x.4100 ..440 (7 x345 x.45 E.6 �� x1111 79.24 ®�® ®cEC C-F ® 32. 41 24450 18 32.45® }� �I•MIMI ROI 11•11111,41■ 13 m= tj♦ - 11' .. 36.42 27 • N 29. N o-E D-: • 22.6 20 .6 '® C-' 6 T® Will 12' 36. 42 36.45 29. N 30.6 1::11MMTINN =MEN= EMI UMEM MRS MEM t1M 13 naifinaill MEI ECU 6 C -F 0 ® EIS 24.50 -_/ 22.45 NMT3E IIDINI III 15' - _�____�� NMI 1011=ININP■Ill� 13' 16.33 289.44 • 3 22.21 x.4411 II® ®c r G ® _� t• MEM MN MINIM fly- 14' W Mil ® 111 35 4 42 36. N 29 a N 30.6 D -L 0-E • . WM Ei� - 12 36.45 36.47 30.6 31 .47 [1EMII� ®N2EN EMI EINEM MUM 13 ' F '1 FT»�1 0- G C{ 6 E� EL'S 14' �_ -_ -I_MO Etter NEM 151 -I_ - MUM _NW=' -_�__ 14 x.IN4 0.465 0-i ,G x.47 3.47 � ®c-' c - i - MEM _�_I�� % �� 15' �� ME 11' ® . • 47 31 . 6 1 �M Win 1® 12' 36.0 36.50 31.47 9 ' D -E 6 • l 7 24 .49 7 4 6 51 =3COM Elnumagn ME Rrm - HMI NOW 4-E 6 ••""-- NMI d ® ® �� M�� -___ -_ -- NUM CCM 15' _. _�_ - _■IIND =_- _ 15 311.4 . 47 511.6 31 .6 D-E .G DA ®® WEWMMEDWOM x.33 x.50 333 3..7 33.47 SEMI ®� WPM ® I® 13 r i......._ Mg.. I� I® �IIIIII /AMIN 111■MON ■h.1. BEAM KEY 1. MAGNUM 02110R OK AT COLUMN SPACINGS SHADED THUS: 2. 4' I -BEAM OK AT COLUMN SPACINGS SHADED THUS: sl 3. 7' I -BEAM OK AT ALL COLUMN SPACINGS INDICATED. COLUMN TO FOOTINGS BEAMS TO COLUMNS NteJD FOR COLUMN TYPE 'B' & FOR ATTACHED STRUCTURE ICY FOR COLUMN TYPE C. 'D' & T FOR ATTACHED STRUCTURE SE0 DETAILS 30 COLUMN TYPES A. (2) 114' 5O. x .032' ALUMINUM B. 3' SO. x .032' ALUMINUM C. 3' SO. x .048' STEEL D. T.S. 4' SO. x Tia' E. T.S. 5' S0. x 444' F. 3" SO. x .075" ALUMINUM (MAGNUM COLUMN) G. 4'344'x044' ALUMINUM TUBE 6061 -T6 OTE: RECEIVED CITY OF TUKWILA IFSP9ES '5.32,1 (1.Si.% 1 XL 28 rM f ~ ".71,17..1.... J1Mw1Y1lC4 A - F WOULD MEAN COLUMNS A THRU F ARE QL FOR !7 V 17 6- 6- ,6,.,3,7 THIS LOAD CONDITION. PERMIT CENTER 4.4• 4.44.1.41." I .r'.. 1 it ivOnseuttg9 One CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 199.1 V49e7 099.43 Main / 1x72. 101 / Auburn. . 16. 98 / 206 - 033 -7776 JOB TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER WA . 98390 SHEET TITLE ALUMINUM BEAMS - ,�,�.95004 1 0 SHEET N0. NECKED J.D.B. ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH (25 P.S.F. LIKE LOAD) DRAM 10 DATE JUNE 1995 LOADS LAVE 1884 LOAD NN1H 3' L vi ` 3' -6' CL N 4' 4' -6" 3 5' -6" 8' 10' 13' 14' 15' 26/11 19.36 35 19.30 26.M 19.32 26.40 N E M 26211 19.36 26.39 19.32 26.11 19.36 26,41 19.36 D-F NO SLAB SLAB TYPE 16.32 e , le B -F G 16.32 e , 18 B -F 16.32 6.19 C -F BENERIE 28.40 7,36 30.40 21,8 30.40 N.8 30.40 21,8 32.41 26.8 EOM 17,34 11x7! B -F G 17.34 11.22 C -F 17.31 :11.22 C -F C 13136 12.26 B -F C 111x36 17 K26 B-F G 18.36 12.26 C -F C 18.311 02.26 C -F ,C 16, 37 14em B -F G 16.37 U . 20 C -F C 16 x 37 14 , 2B C -F 10 37 11 , 28 C -E ,G 19.39 15.31 B -F C 19.39 15.31 C -F 19.36 15.31 C -E ,C 20.40 16.32 9 -F G 20.40 16.32 C -F 20.40 16132 C -F G 20.40 16.32 C-E .0 20211 17.34 B-F G 20 .41 17x34 20.41 17.34 C -7,^a 20.0 17a34 C -E,G 21.43 18.37 C-F ABM AM 1O W 21.43 10.37 GEG NE/ MUMMA 21 . 43 18 , 37 2 7 C 000021♦ MINI ®�I'� 72x45 ... C{ C EE1EG��' MIA ABA �E1 S 22 .45 20.40 C-F ME 1111r11110 NW I[3s 22 .45 20 .40 C-E c MEW 22 .45 20 .40 C-E . r Ell MINM @W Mil!IMAIR a ■ r .-, �! MIA R11F>iIllrl■ �� -7�_ NINIMIIMM KW � ME ��_ AM MINIMMINNII MIIIIIMMAIM III MEM MINIM! HI Mill=11111MMIII CIA MIMI MP' Lea• MEET �__ /- - 17' MIM I:; _ � 11 MIMEO Ems. - - -M. I. NEM MIME MIIIIIIMII■ ADM LM ACM /AM MIIIMIII■ NW A SW -NW IMAM IENOM M111111111Ma MEW MIW NRIMII■ WI ANAM\- AIM NM I #Et� �� EII�� -I� E1¢Ir• r�� FGii � -_M AEa Itor MMIIM III NW --II A L U M N GEOTETRY FOOMIG SOS 74 GEMINI TYPES 0200281 MAX. FREE STANDING ATTACHED YAK COLINN ROW MINN FORK COLUMN ,t COLW4 HEIGHT SPACING NO SUB SLAB TYPE NO SLAB HYPE {EIGHT SPACING 27x36 19.30 D -7 c °. 8 4-F 6 !r 27 2 37 19.32 ECm MIA 1 R� 17' 27 , 40 19.34 IMMMIMEEMI ®' MEW RTIE! 18' 27,42 19236 _10.20 27,]6 19.30 12,N 27.37 19.32M83..1nai RIM MGM R 27.40 16.34 mamorni Etc] Elm wswi 27,42 19, 27x36 19,40 34 o71Sii 27,37 16,32 27.0 19.11 21,42 19.36 27.16 19x34 27,40 19 x71IMEAMILEENEMU R� 27 , 40 19 .34 1mrinirrEi 001 R MIN 27,42 19.36 2,42 21,36 Eim 27.42 27,36 E ®t 27,42 21,36 27.42 21 , 36 16 1 32 366x42 23,36 17.33 28,42 23,36 ETID_ 28.42 23.36 IBM AIM 215.42 23 .36 17' 17' 17' 12 N n 13,27 IMEMirrCi DM MIA IOW 11:11MAIWIMI DM ECM ABA 13.27 C-F A 15.30 B {C C{ G 17' 17' D-E ,C 19 x 36 D--L A 2D. 39 D-E G 20.39 D {G 20.79 15.30 16.32 16.32 GEC B-F ,G C-F G ETm ELM 12 17' 17' 8212 25.36 30.42 20.36 8.12 25.36 30.42 25.36 32.43 26.41 32.43 26.41 32.43 26.41 32.43 .1 D-EG 20140 D-E 20.40 19.8 19.78 mMMEN l)m 120I4111 EM:M=EIMI ECM MIN SI - EAN - 22 NAM MA Bin_ BEAM KEY 1. MAGNUM GUTTER OK AT COLUMN SPACINGS SHADED NUS: 2. 4' I -BEAM O( AT COLUMN SPACINGS SHADED THUS: 3. 7• I -BEAM CB AT ALL COLUMN SPACINGS INDICATED. COLUMN TO FOOTINGS mar FOR COLUMN TYPE 'B' 74 'F' FOR ATTACHED STRUCTURE FOR COLUMN TYPE 'C', 'D' 74 'E' FOR ATTACHED STRUCTURE FOR FREESTANDING STRUCTURES RapePa Encensegtv CONSULTING ENGINEERS /CIV2L AND STRUCTURAL 1519 West vale. Highway Non. / 5uite 107 / Auburn. 8a 99001 / 206 - 333-7776 14 18' 18 18' RES! MCA AW EOM E1ED0 W' REA 18' 18' U M B FGUSING SEES & CCM TYPES FREE STRONG ATTACHED FOOTING NO SLAB SUB 28.36 20.36 E NO®0 20,34 COLUMN e � A M EMERY MAX. COLUMN HEIGHT SPACING Qm ®11.21 IIMAI NW 11 .21 RMKEE Na. MUIR 1 1] 1121 x75 Eitil irritsma gm. Nun. UE1E103111 MA Q(B•&EmsPM EOM MAI HINE 19.36 u.a 19 . 37 14 . Ze Eill 111 MD W 72 34.36 20.32 211.10 20,31 28 x 12 20236 20,36 20.33 40 20.34 26x38 Mx32 28.40 20231 28x12 20,36 28.40 21.35 19237 D-E F 19.37 14 x 211 D{ G 19.39 15x31 elnEngla 0-E 19.36 ®RMI. NE1131161M WEER 18' 18' 20.42 22.36 29.42 24.36 22x12 21276 29.12 21236 312 42 76.37 D{0 D-E F D-E .G 19.36 20.40 20.40 15x31 16.33 16x8 17.35 C {,G B-F ,G C-F .0 KRi IADMI -6' o-FC r WIN WIRES REID NW D-E .G D{ ,C 21.41 21.41 21,43 17x35 7x8 18136 C-E ,C C-E 8 c{ ,c 19' 19' 19' 19' S FOODS 8344 74 001.101 IVES I MB]E1RY FREE STANDING COLUMN SLAB TYPE 2001NG NO SUB 29•36 29.40 29 42 29.38 79.36 HEI 19' KEAN 19' 29.40 29 x 42 29.42 29.42 29.4 2 8.30 D -E G ATTACHED FOOTING NO SUB SLAB 17.35 II x 33 21.32_11±.,C 17/35 11,33 21.34 D-18 17.8 .11.23 21.36 0 {8 17135 11.23 21.30 D -E C 18.311 13.27 21.32 0 -E 6 18.36 13127 21 234 OJG 18.36 13.27 21,36 D -E.0 18.36 13.27 21.30 D{ G 16 238 15•30 Mum PRE 9 -F 6 Rm� C-F ,c C-F ,E B-FA B-F HEIGHT MCA f1' r-a▪ • MAIL COUMN SPACING 20' Fo01NG SEES t MIA! TRE5 FREE STRONG tons ATTACIfD F001NG NO SLAB SLAB 30.36 22,30 30.38 72.32 30.41 22.34 30.43 22.36 UWE 11E111 21.30 D{ C 19.38 15.36 �I 21.30 D{ G 19.38 15.30 C-F REFS Fin 21.30 2{.6 19,36 75.36 22.35 D -E C 20.38 16.32 22.35 D-E C 20•39 16.32 22,35 D{ D 20139 -16.32 22.35 D{ G 20.39 16.32 23.36 048 20.41 17.34 23.36 0-E8 20.41 17.34 27,36 D-E 20.41 17.M 23.36 0 -E8 20.41 17.34 25.36 D -E C 21,42 115136 C-F C-E ,C B{,C C{ .G C-F ri▪ • 12 IDEFIMISIIIIMEMEEM �10 MMIEMITEFE ■MEI ®tom E®. Filiailifilliiiilligilliiii HI - - - - -i IL Imo Nam _M___ VANE p EEIIINIIIMNI _rte EF7Cii ®�m■■ ■ m • A n R MINN am Wa = WAIN YAM MAI ADM KRA EEmM E ■ -_ SEEM tI - 6_ -a__ WiM AMMAN -_ WAN NI - -A,_-- El Ems ��r_ -__ rm. MDM VIM MOM El= NMI MIMI HI IM/M All NM= Irmo -.I• III MI _Imo. MAMMA MM MII ADM nral mmi mow men Elm rm ERA MA/ �� EElQ6R M. 1•x -MIA MAI REM WI MAMMA _- -E•A __ IM NMI MAI BEAMS TO COLUMNS SEE DETMLS !ED • JO COLUMN TYPES 4. (2) 119" S0. x .032' ALUMINUM B. 3' S0. x .032' ALUMINUM C. 3' S0. x..048' STEEL D. T.S. 4' SQ. x 416' E T.S. 5' SQ. x 45.* F. 3' SQ. s .015' ALUMINUM (MAGNUM COLUMN) G. 4'x4'x4fi ALUMINUM TUBE 6062 -T6 19' 19' 19' 19' 19' 19' 25.36 D{ G 21.42 18.36 25.36 D{ A 21.42 18.36 C { ,c C-6 p 14' 20' 20' 20' 20' 20' 36.41 22.36 30141 22.35 30.41 22.35 8143 22,36 30.41 73.35 30.41 73.8 8.41 25,8 30.43 25836 TYPE D-E 6 NO SLAB 17 • 35 SLAB 12,24 A Et•\ 11111■111111111111FAIMISAI IALWMI MMIMMIMAAM E_` - -N --w -_ Et• MINIMU M/� A■MIM_ re AFAI 8 NMI Ei10� - -- _ I� MEEM I El • • • _II_ �,��_ =' CAM i �� -. iim /AM MIN 20' CCU MN HYPE 11-F G 1RIB. UIE 80144 LOAD NW MOM Enli triml DEG ,6 D-E .6 D{ 17 , 35 17.36 13 ,37 111,37 1! , !4 12.24 .11178 14 an C-F 6 C- ,c 3{ G [IVA wens urn mum D-E .6 D-E ,G D -E G 13,37 19..3 19,36 14.20 C-F ,6 15.31 8 {,G 15.31 C{6 EOM KIWI LIM MIMI ® .31 l':EIF11316 13,31 HMI MIA Ella 111211 6 D-E ,6 0 ,6 0-E D-E 0{F 20 x40 20 a40 21.42 21.42 21.42 21.42 13x37 13,8 n :36 17.8 17.8 17,8 C4,6 C-E ,C B-F ,G Ci ,G C{ ,6 3' 4' 4' -6" 1111.••UVA 1111111/1 MI MINE MAIM mil MMOMMMAIM IAMI MM /AM MA M1\ /MA _ MA AMIN MI WIM NMI 011111111111•11 Etl,1 20' 20' 1111 ........._ .......... .......0 ........ .............. Ammo 5' -6" 7' 10' 11' 12' 13' t�ApF Je nN a/. PROP p,ON d a EEL A - F WOULD MEAN COLUMNS A THRU F ARE Q,6, FOR THIS LOAD CONDITION. JOB TITL COME MERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 81h ST. E. SIL44ER WA. 98390 SHEET TITLE RECEIVED CITY OF TUKWILA NOV 2 21996 PERMIT CENTER MINN 8- 31_'4-1 'Z,r7.4b 2 description ALUMINUM BEAMS - ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH (2) P.S.F. LIVE LOAD) JOB 9430 95004 CFECKF0 J.D.B. DR. T.O. DATE JUNE 1995 11 SHEET N0. BEAM KEY 1493600 OK AT COLUMN SPACINGS SHADED THUS: 2. 14021000 OK AT COLUMM SPACINGS SHADED THUS: 3 12021200 OK AT ALL COLUMN SPACINGS INDICATED. STEEL BEAMS IAN Fc T i SYS uS IC00-ER1715P) HH2.75" u or u SN 0.219' N9DE RADIUS, TIP. 1493600 & 14E31000 = 0.0713' 12E31200 = 0.1017° COLUMN TO FOOTINGS COLUMN TYPES SEE SEE Aelk MIF FOR COLUMN TYPE 'B° & FOR ATTACHED STRUCTURE FOR COLUMN TYPE 'C', 'D° & FOR ATTACHED STRUCTURE FOR FREESTANDING STRUCTURES BEAMS TO COLUMNS SEE DETAILS E- A. (2) I16° S0. x .032" ALWNUM B. 3' S0. x .032' ALUMINUM C. 3° 50. x .048° STEEL 0. T.S. 4° SO. x 411' E. T.S. 5° SO. x 346' F. 3' S0. x .075° ALUMINUM (MAGNUM COLUMN) G. 4°x4°3447. ALUMINUM TUBE 6061 -T6 A - F WOULD WEAN COLUMNS A THRU F ARE Q6• FUR THIS LOAD CONDIOON. RECEIVED CITY OF TUKWILA NOV _ 199g PERMIT CENTER HugnQt C ngano®Q8n J9 Duc CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 Met 99119, MIp11.aY MartA / Suit• 101 / Auburn, .Fa 99001 / 206 -03 3-7776 JOB TITLE 1 SHEET TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER WA. 98390 STEEL BEAMS - ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH (25 P.S.F. LIVE LOAD) Jae ND 95004 CHECKED J.D.B. DRAMt1 T. 0./A.M DATE MAY 1995 06007 NO 12 S T E E L B E A M S LOADS CEWIRI - 7.17 :4.'e, 'AT ;.11'.ILG ,11■111p•111111111,,r'1:•,..3T[•••i.' 262�:>�I MIRY 1 GEONTRY F001140ST{S&COLEAa1WES ' i .11,_q. „1.11.,0' III i: IDA06 UVE LOAD 1RIB YAD1H •1 11MN HEIGHT YAK COLUMN SPACING FREE STANDING - -. -- 1 .• . r COLUMN SPACING FREE SEAMING ATTACHED .1 2 r MAL COLUMN SPACING FREE STANDING ATTACHED •1 2 r MAX. Camp, SPACING FREE STANDING ATTACHED r g MAL COLUN SPACING FREE STANDNC ATTACHED AMB. YeU1N LK LOAD FOOTING MAIN "® COLUMN TYPE 4� COLUMN 179E FOOTING COF111N PRE COLUMN TYPE WING COLUN TYPE .� :? CLI? N TIKE ME 1 cam TYPE OMAN TYPE NO SLAB SLAB 11PE NO SLAB SLAB MIN Mil NO SLAB SUB camp NO SLAB M IO 25 P.S.F. 25 P.S.F. 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RECEIVED CITY OF TUKWILA NOV _ 199g PERMIT CENTER HugnQt C ngano®Q8n J9 Duc CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 Met 99119, MIp11.aY MartA / Suit• 101 / Auburn, .Fa 99001 / 206 -03 3-7776 JOB TITLE 1 SHEET TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER WA. 98390 STEEL BEAMS - ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH (25 P.S.F. LIVE LOAD) Jae ND 95004 CHECKED J.D.B. DRAMt1 T. 0./A.M DATE MAY 1995 06007 NO 12 14FJ600 OK AT COLUMN SPACINGS SHADED 1111.15: 2 1427J1000 OK AT COLUMN SPACINGS SHADED THUS: 1 3. 12FJ1200 OK AT ALL COLUMN SPACINGS INDICATED. 11 u u 0303 2.75' 0.219' INSIDE RADIUS, TYP. 1427J600 & 14FJ1000 = 0.0713" 12E31200 = 0.1017' T G° aapeut EngtinserrOng, UWC� .075' TYP. SEE AIL FOR COLUMN TYPE 'C', "D" & "E" FOR ATTACHED STRUCTURE FOR FREESTANDING SIRUCIURES BEAMS TO COLUMNS SEE DETAILS 30 C. 3" SO. 2 .048' STEEL D T.S. 4' S0. 9 4M' E. T.S. 5' S0. 0 Hs" F. 3' SO. z .075' ALUMINUM (MAGNUM COLUMN) G. 4 "94 ".15e ALUMINUM 7118E 6061 -16 NOTE: A - F WOULD MEAN COLUMNS A THRU F ARE QK FOR THIS LOAD CONDIl10N. CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 19.41 9021 HO.o1 North / 543. 101 / 4o601*. 96. 9ew0! / 206 -633 -7776 J06 TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E SUMNER WA. 98390 SHEET TITLE RECEIVED CITY OF TUKWILA PERMIT CENTER 14.e STEEL BEAMS - ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH (25 P.S.F. LIVE LOAD) JOB Fp 95004 CHECKED J.D.B. T. 0. /A.M. DATE JUNE 1995 13 SHEET NO S T E E L B E A M S LOAM I. GEOMETRY FOOING MOLS & auto TYPES RETRY FOOTING S MS & 0011N TIFFS GWENT FOOTING SQS k FREE STANDING OOLLYN TYPES ATTACHED ThEmr FOOTING SMS & COMM TYPES t8AD5 USE LOAD TREI •1 YADTH GEOETRY UMN HEIGHT MAX. FOODS 5a5 & FREE STANDING COLUMN TW S ATTACHED •• FEKNT MAX COLMAN SPACING 1201. 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(2) 131" S0. 9 .032" ALUMINUM FOR COLUMN TYPE "B ^& =F 14FJ600 OK AT COLUMN SPACINGS SHADED 1111.15: 2 1427J1000 OK AT COLUMN SPACINGS SHADED THUS: 1 3. 12FJ1200 OK AT ALL COLUMN SPACINGS INDICATED. 11 u u 0303 2.75' 0.219' INSIDE RADIUS, TYP. 1427J600 & 14FJ1000 = 0.0713" 12E31200 = 0.1017' T G° aapeut EngtinserrOng, UWC� .075' TYP. SEE AIL FOR COLUMN TYPE 'C', "D" & "E" FOR ATTACHED STRUCTURE FOR FREESTANDING SIRUCIURES BEAMS TO COLUMNS SEE DETAILS 30 C. 3" SO. 2 .048' STEEL D T.S. 4' S0. 9 4M' E. T.S. 5' S0. 0 Hs" F. 3' SO. z .075' ALUMINUM (MAGNUM COLUMN) G. 4 "94 ".15e ALUMINUM 7118E 6061 -16 NOTE: A - F WOULD MEAN COLUMNS A THRU F ARE QK FOR THIS LOAD CONDIl10N. CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 19.41 9021 HO.o1 North / 543. 101 / 4o601*. 96. 9ew0! / 206 -633 -7776 J06 TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E SUMNER WA. 98390 SHEET TITLE RECEIVED CITY OF TUKWILA PERMIT CENTER 14.e STEEL BEAMS - ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH (25 P.S.F. LIVE LOAD) JOB Fp 95004 CHECKED J.D.B. T. 0. /A.M. DATE JUNE 1995 13 SHEET NO BEAM KEY 145.1600 CK AT COLUMN SPACINGS SHADED THUS: 14131000 OK AT COLUMN SPACINGS SHADED THUS: I 3 12531200 U( AT ALL COLUMN SPACINGS INDICATED. STEEL BEAMS JANGEIES METAL SYSTEMS.IC80- ER1715P) H Ha, 0.219' INSIDE RADIUS, TYP 14FJ600 k 14531000 = 0.0713' 12131200 = 0.1017' - .07- 5' TYP. T Hanpal EnglInseuting, �nc� CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 West vale, 1113.x, North / Suite tot / AuWwa. Wa 98001 / 206- 833 -7776 COLUMN TO FOOTINGS FOR COLUMN HYPE 'B' k FOR ATTACHED STRUCTURE FOR COLUMN TYPE 'C', '0' k 'E' FOR ATTACHED STRUCTURE FOR FREESTANDING STRUCTURES BEAMS TO COLUMNS SEE DETAILS JOB TITLE COLUMN TYPES A. (2) 1W b0. x .032' ALUMINUM B. 3' S0. x .032' ALUMINUM C. 3' S0. x .048' STEEL D. T.S. 4' SO. x 92,' E. T.S. 5' 50. 2 916' F. 3' 50. x .075' ALUMINUM (MAGNUM COLUMN) G. 4'x4'x9.5' ALUMINUM TUBE 6061 -T6 NEL A - F WOULD MEAN COLUMNS A THRU F ARE 51 FOR THIS LOAD CONDIRON. COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E SUMNER WA. 98390 SHEET TITLE F RECEIVED CITY OF TUKWILA 3) 7,7 ' %I 2 i..9 9F PERMIT CENTER STEEL BEAMS - ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH (25 P.S.F. LIVE LOAD) Sae No 95004 CHECKED J.D.B. DRAWN T.0. /A.M. 14 0111 JUNE 1995 ,,,,, S T E E L B E A M S tam AIRY - .a.11;'1',2.1.'(-1.11 `; IHI: �1. MEOW - MAX COLUMN SPACING _2..II.' STANDING f6 M-,2:1'14.1 1` ILI >,ii ATTACHED ®ETRY •1 7 YAX COLLIN SPACING 1p.11'-.1:r, -1 FREE SWING V..': I . �I ATTACHED (ENEMY •1 UN HEIGHT NAIL COLUMN SPACING FREE a AING SKS 111C01111 STANDING W ATTACHED IEOEIRY •'1 - MAX. COLUMN SPACING j. 12 : FREE STANDING IF .,x111.111 "' 1.. ATTACHED LOMDS BNB. 'MOTH ME LOAD U9E LOAD 7RB. E DI El ...MAX. 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Wa 98001 / 206- 833 -7776 COLUMN TO FOOTINGS FOR COLUMN HYPE 'B' k FOR ATTACHED STRUCTURE FOR COLUMN TYPE 'C', '0' k 'E' FOR ATTACHED STRUCTURE FOR FREESTANDING STRUCTURES BEAMS TO COLUMNS SEE DETAILS JOB TITLE COLUMN TYPES A. (2) 1W b0. x .032' ALUMINUM B. 3' S0. x .032' ALUMINUM C. 3' S0. x .048' STEEL D. T.S. 4' SO. x 92,' E. T.S. 5' 50. 2 916' F. 3' 50. x .075' ALUMINUM (MAGNUM COLUMN) G. 4'x4'x9.5' ALUMINUM TUBE 6061 -T6 NEL A - F WOULD MEAN COLUMNS A THRU F ARE 51 FOR THIS LOAD CONDIRON. COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E SUMNER WA. 98390 SHEET TITLE F RECEIVED CITY OF TUKWILA 3) 7,7 ' %I 2 i..9 9F PERMIT CENTER STEEL BEAMS - ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH (25 P.S.F. LIVE LOAD) Sae No 95004 CHECKED J.D.B. DRAWN T.0. /A.M. 14 0111 JUNE 1995 ,,,,, A L U M I N U M B E A M S LOADS GWENT 111111111.• h1:.3, r• >'l1 ..J1:'' ' 3. GEES_ETRT , r MAX COLUMN SPACING FORE SGES & COLUMN TRES EOEIRT FINING SMES t COIIAN TYPES MUM' FOORM EMS & MI.MN PIPES 'i MAX COLON MOAN SPACING FOONA SAES A ODIUM TOTS INNS UYE LOAD TR6. MD1N .. MAX COLUI N SPACING FREE STANDING ATTACHED FREE STANDING ATTACHED r1 r MAX COLON SPACING FREE STANDING ATTACHED 1 INN IIDGHT MAX COLUMN SPACING FREE STT,NDING ATTACHED FREE STANDING TTACHED 1168 DTH OE LOAD MEM. COLLIN TYPE FOOTING COLUMN TYPE " 1 GOWNS TYPE COLUMN TYPE COLUMN TYPE FOOTING COLUMN TYPE =rim MUM' TYPE F001NC cam TYPE FOOTING COLUMN TYPE FOOTING COLUMN TYPE NO SLAB SLAB NO SUB SLAB NO SLAB SLAB NO SLAB SLAB NO SLAB SLAB NO SLAB SLAB NO SUB SLAB NO SLAB SLAB NO SLAB SLAB NO SUB SLAB 30 P.S.F. 30 P.S.F. 30 P.S.F. 3 6 18.26 15.73 C F C It . 24 8 • 12 A{ ,G �� 7 18.30 15 . 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T.S. 5' S0. x T4i F. 3' 50. ..075" ALUMINUM (MAGNUM COLUMN) G. 4'.4'x446' ALUMINUM TUBE 6061 -T6 RECEIVED CITY OF TUKWILA I Jn ',I _ iih_: 163.260 3.51.91 1 "'""' "' "'"' " " "" SEE FOR FREESTANDING STRUCTURES 13".. 28 A - F MOULD MEAN COLUMNS A THRU F ARE O.K. . FOR THIS LOAD CONDITION PERMIT CENTER 00•• 0....18.1.. .F.. °upoPil E ngOnOePMUg9 One CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 west vm.7 8191.07 Nar.6 / 5..1t. 131 / ,ww..1, 9.0 93001 / 236 -833 -7376 JOB TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER WA 98390 SHEET TITLE ALUMINUM BEAMS - . 95004 1 SHEET NO CHECKED J.D.B. ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH (3C P.S.F. IVE LOAD) ' ' ' DR, T.0 DATE JUNE 1995 A L U M I N U M B E A M S 1DAD5 m TRY F001110 SUES k COMM HYPES GEOFE1 Y ROM ORS k ono Twes JOB TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUFANER WA. 98390 FOOTING SAS & COLEY( TWES HAY FWTNC Sm S k C0111/4 TYPES OEOEMRY FTTDING SIZES & CUMIN MB LOADS N DATE JUNE 1995 LHE LOAD TRIG. MOTH •1 N HEIGHT MAX. COLUMN SPACING FREE STANDING ATTACHED COLUMN FLIGHT MAK COLUMN SPACING FREE STAINING ATTACHED MAX. • COLLNN HEIGHT SPACING FREE STANDING ATTACHED 1 LIMN HEIGHT MAIL CUIMH SPACING FREE STANDNG ATTACHED • (EIGHT MAX . COLUMN SPAcNc FREE STANDING ATTACHE MB MOTH LIVE LOAD FOOLING COLMN TYPE FOOTING COLUMN TYPE FOOTING CGl1YN TYPE FOOTING COLUMN TYPE FOOTING COLUMN TYPE FOOTING COLUMN FOOTNG COLUMN TYPE FOOTING COLUMN TYPE FOOTING COLUMN FOOTING C1UYN NO SUB SUB NO SLAB SLAB NO SLAB SUB NO SLAB SLAB NO SLAB SLAB NO SLAB SLAB TYPE NO SUB SL98 NO SLAB SUB NO YAB STAB TYPE NO SLAB SUB TIRE 1 30 P.S.F. 30 P.S.F. 30 P.S.F. 3' �EEy 11• .x'�.-, 21 • N 21 , a5 17.27 1177: 29 C -F A D -F 6 14 • 29 I4 , 29 B . 13 8 a I3 B -F G B{ G 0 d " ' ' F `� 7�.•'� ' 'DTI N . 36 21 136 16 a 27 16.29 C -F G 04 0 14.30 14.30 8 . 13 0 x 13 B -F G *4 0 B -F G C-0 .G r ' ^ L 'x �.'; EEE� 4' ■ 72.36 2I a 77 18 128 18.00 C -F G D -F ,G 14.31 ®� 6.14 B -F G 6 14' 24 • 35 24 . J6 19 . M 19 a 30 C -F 6 D-0 6 15 , 31 i5 , JI 5 a 14 6 . t1 124 C B-F S-, d L 15' M . 36 19 a 29 D -F ,G 15.32 6.15 B -F ,G 3' '!'S'd O£ '!'S'd 0£ 21 a 37 2/ . ID I:14,11 D-F ,C G-E ,C 15 . 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I7 2 -E ,6 D-E ,G 21 a 44 21.44 19 136 19.38 C-F .G C{ .0 d-6' 12 37 . 45 32.45 27 , 42 27.42 D{ .0 0{ ,G 22 , 45 21,15 15 19.10 t9 . 40 0 -F ,G 2 -E ,6 III -� _ -MM. 32,38 32,38 21 , 36 24,36 2 {'2 4 - 2 20112 2 6 . 4 2 17x15 7 1 , 35 C -E ,C CE .6 12 N' 21.43 1 1 . 4 3 17 , J7 17 , 77 04,C C -E G 51 a 12 33,42 25x35 76 , 22 D -E 1/-1 ,6 31 • N 26 , 41 33,44 27 , 43 2 - 2 0-E 6 2 7 . 40 22 • 16 7 9 . 16 20.40 C{ ,G C-0.6 1/' d 72.45 34.45 27,42 29.43 D -E 04 6 22.45 23.47 I8 , 40 20,42 0 -E .6 C -F ,C I f - _�2- 1°' d 9' -6' 12' N' 11. 33.38 9 .. 33811 25.40 75 , 40 25.10 2 -F ,C D -E .G 71.43 21.43 11 , 37 15 , 37 C-F ,6 -F .G d d -6' 12 22,14 N 22 , 44 18 , 32 I8 • 39 C{ ,6 04 ,6 d 9' -6' 13 14' NM EEiI� 15 1 , 11 33 x 42 33.42 26.42 26.42 0 -E .6 D{ 6 9 • 444. 2227 111 9 . .41 D -E ,C 0 -E G 22 , N 12x46 20x40 20x40 C{ ,G C{ ,C 9'-6' 17 3344. 15 u 19 1 4T 11x41 D{ G D -E 23 1 17 23 , 47 20 , 42 20 , 11 C -F ,0 C -E ,6 , -,- • 9 9 . 38 25.10 G -E ,6 0{ 21 , 13 N • 43 IB . 77 IB 37 C -E .6 C{ ,G 1Y N' 22 , u 22 , N t8 , 39 18 , 39 C -E ,C G -E .G 77 11 9 . 42 35.42 26 • 42 2 1 3 a N 0{ 24,6 33x. 27 , 43 35,44 26,16 16 D-C 22146 G{ ,6 ' 23.47 20240 20 , 12 0{ ,C 44 ,C t4' IF 34.45 29 143 0 -E 23.47 20.42 D -E ,G / r� 1' 8' d-8' 1Y N' 11' 35.38 28.43 26x13 2-(,6 0-F,G 22,11 N 22134 , 19 , 39 19 a9 C -F ,G {,G 1' " 12 22.46 12.34 20 • 40 22,14.4; 2 -3 ,0 C {,G d 4 ;1 Y 13 14' 9142 9.42 21x43 18x11 0 {,C D -F 6 35134 211K 35 , N 18.46 0"(246 23,17 24 , ii 10,41 6 a /2 el ,C C -C ,C 9' -6' 1Y /`/ - 2222 :,Y 15.38 35 • 38 M , 4S 26.43 p{ ,C D -E 22 . N 22.44 19 a 39 19.39 C{ ,C 0-EA 2' 11' 11 . u 22.46 20.10 C -E ,G D4.0 M� 12' 35.41 36 a 42 28,13 13 29 , N 132E 0-EA It 8 35 1 N 26.46 36 • 45 29 • M D-E 23.47 D-E ,G 71 , N 20 , 42 21 . N 04 ,C C -E ,C 11' d 12' 1' d -6' 7 N' 11' 36 , 40 78 , 40 27 , N 27 . N D -E .G D{ ,G 22 146 i2 x N 67.10 20.10 C-F A C -E .0 1' 9-6' 23.11 23.17 N,17 42 N 1 /2 C-F A .0 14' E 15' 12 1.82:041 29 x N 10 . N D{ C D -F 9'-8' 1' 13 76 , 45 29 v 45 76 , IS 29.18 D -E b 11 , b D -C 22.44 2 , N C -F .0 9' -6' 12' _w -__- -_--_ 76.10 36.40 2] . N 27 . N G -E G 0-E 22 , 46 22 .46 10.10 20 • 40 C -E .0 0 -E .6 12' 11' 23.17 23.47 2.12 21 . 42 CI C{ ,G D -E ,6 KUM E® ME i� 0 12' 36 , 12 36.45 29 . N 10.46 N 0 -E 0 -E ,G 14' d 3 9 , 4$ 29 . 48 - 0-E 21.46 21 , N 01 , 44 2 - 45 . 6 .6 11' 0' 14' 13' d 9' -6' Y u' 11' 36.42 36 , 42 29 a N 29 . N 04 A 0 -E ,G 23 a 47 2 3 . I1 20 , 49 a 12 C -F .6 4F .0 8' 9' -8' 24.15 2244:441 21 a N 21 . 4444 C -F 6 ,6 15, -� -__ 13 36 11. I5 36 Is 30 , N 70 . N 0 -E ,0 0 -E Y 13 13' 13 _MN \ �- 9 8' 2' N' 76 a 41 36 a 42 29 . N 29 , N D -E 0-E 23.41 23.47 123 .12 20.42 C{ ,c D -E Y 11' 24148 iI . Vv. c -E ,c CI 2-E,6 36 x 45 36.17 30 . N 31.17 0-E 0-E 6 N' 6' A _-� _��- 14' d 972' Y N' 11' 36.14 16 30.45 30x45 0 -E .6 0 -E .0 24 , I8 2208. b 22 , 13 21.13 C -F .0 A C -E .G 8' 0' -6' 21 . N 21 . N 22.45 2I • 45 C-0 ,G L{ ,6 \ �- d 15' 14' 36.17 >6 ,17 31 • 47 31 . o 0 -E ,G D -F 9- 6..61/ tY E>♦I - E>• 9' -6' 1Y 11' 14' - .444. 36 36.44 SD . u 30 , 45 D{ 0-E b 24.48 22.4J 22 • U c -E .c D{ ,G z' 11' 12' 1a . 49 N . 41 n a 15 22.15 D -E ,G D -E G u t4' 36 • 47 �~ 31 , 47 0 -E N' ' /v 15' 0' 9 -6 1Y 5I' 11 36 .17 7fi , 47 2 31 a K 31 , 46 D -E ,G 0 -E .G 24.2 49 14.49 27 . IS ?2 . I$ C-F ,C C -E .0 d 9' 6' E� -- d 9 6' 12 14' d ' { 15 15 9126• � ! { /// 76 , 47 36.47 31 , 46 31x46 D -E D-E N . N 24.49 12.45 22• 45 D -F .G D -E .G 12' IC 12 V 1 1Y 11 14• I x..11 If 1 BEAM KEY MAGNUM GUTTER OK AT COLUMN SEE SPACINGS SHADED THUS: 2. 4'I -BEAM OK AT COLUMN SPACINGS SHADED THUS: 3. 7' I -8FN_7 OK AT ALL COLUMN SPACINGS INDICATED. I COLUMN TO FOOTINGS . BEAMS TO COLUMNS FOR COLUMN TYPE 'B" & FIX' ATTACHED STRUCTURE FOR COLUMN TYPE 'C', '5' & °E' FOR ATTACHED STRUCTURE FOR FREESTANDING STRUCTURES SEE DETAILS ak 30 COLUMN TYPES A. (2) 166 S0. 6 .032' ALUMINUM B. 3' 50. 1 .032' ALUMINUM C. 3' S0. z .048° STEEL D. T.S. 4' S0. 6 938' E. T.S. 5' SO. 8 44e F. 3- S0. 6 .075' ALUMINUM (MAGNUM COLUMN) G. 4'o4',3*' ALUMINUM TUBE 6061 -T6 NOTE RECEI 111"1""(--a--11L312---1 CITY OF TUKWILA VED (aw[; °/ A - F MOULD MEAN COLUMNS A THRU F ARE ac FOR THIS LOAD CONDITION . PERMIT CENTER G.I. .. • , °° .,�. Ru perm EngO esullin(js Dec CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 we. 9°1.. 24,.,. .2815 / 5u40. 101 / 4,6„1.1, w• 913001 / 206 - 833 -7776 JOB TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUFANER WA. 98390 SHEET TITLE ALUMINUM BEAMS - JOB ND 95004 1 A SHEET NO CHECKED J. D.8. ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH (30 P.S.F. LIVE LOAD) 0000 T N DATE JUNE 1995 MAX COLNN SPACING FOOTING COLUMN NO SUB SLAB PRE MAIL FREE STANDING COLUMN FOOTING HMO HMO SPACNG NO SLAB ElQii t,r.... xa.a ��{11 11111:21111111701911•21.1•11•• MEM MI MEM WM IETIMEIMICIMmialtlil MUM MN t� 26. .l0 19.36 D-E EMEILIE11•• NM ,,, E1t M 26.37 19.32 D{ G MN a MEM 26 • b 19.31 D{ G �- C� n t0 76.15 19.36 D{ G KEZEIEFEEMIUM EMI UM 1' 26.37 19 . 22 D -E G �t� Ems MEM u' 26.11 19.36 D{ ,G 6' 26.39 19.32 D E G EH HI IB.n BE _ 19.79 15 . J1 @f� _ 25 1 41 19.36 D-E ,G 19 1 78.40 21.36 D-E C 20 a 28x10 21.36 D{ G �� 9' -6 5,_ 6" MEa 16' 28 .10 21x 36 D{ c ®ri 1 EM __[� II MMI ®_ 30 • tD 21 • 8 D -E C MEM ECM 16• 31∎10 21.8 2, G MEnalarla ECM MEM - 30 • 0 24 x 8 D-E ,G '®� t_ ,,-! III WTI EMEME•21111•13:1711111 CUM Mill EIIMITICEMEM INZLEMEINEI Will NM IEELIMEICEICEM IIIIMENDIN MEN Mf ��® -- tt� t_ _ 11' mai ME MEM MI EIEIN NM MI CEA IBM 1E1 MEM= 11111.11. 12' ® AM IMs� t� ®O ®__ a AM ■INIMIIIIIII E]Qii �� Elea\ m 11=111MIAl■NIMMIALMI� MIMI MEM M=I ELM MINI um r WM - E7 - -__ Qii -_MIN ® _ MVII 26.39_19.32 D{ G 26 1 . 19.34 D-E G 26 . 41 19.36 D{ ,G 26 . 41 19.36 D-E 18136 12.76 18.37 14 . 78 36 15.31 40 16 . 32 27.36 17' 27 . .J7 w v 27.36 17' - 27137 87.10 27.36 27.37 27x40 27 x 42 27.40 27.48 27 140 27.42 27 a 42 27.42 27 1 42 27 x 42 28.42 28 1 42 28.42 28.42 ATTACHED FOOTING Q TYPE NO SLAB Q 110E EMU WEE ®EUCOMM ��® L 7 [I ]I U E{m �E n]r Y IntRaIMIEILKEDE11111221 WEE �� ®1� E•131 EWE MIME FM MHO ®' � ®� EMI EWE ® ®4 19.36 �M 15 a 37 RH 19.31 15.91 61PJ��EF�7 ®M IEi�MEM�UM @EM 19.79 13 . 30 �. 20x39 16.37 MEM *ma ma EMU EMI MEM 111:11:1 MD MEM Bil If ZI x 36 D-E .G EH 16.32 EH E MI MEEWEIM®t- f1m1:21•2••111211p/11E ®EO Ern CORM IIIIIME ® ®EM 36.12 MD IME3 ® EMI MIER 36. tz ®NEE ® EMI ®© 30.12 Mil 21 a 12 �� ]0.12 tilt- 71 x I2 NM WM MIN MINI NWAI• ENE MOW vim mil WINE OM I MAN NM NI -111M1M NM =IM WOE IIIIIN MN MMILV-_- 1E11 - -MFAI 1.E I , = = . C C M -W _ \IM N! 17 ■• •MIMI /AM OEM =III 1511 IVAIIIIMIXII MOM MIN rAIMM ■I MN ∎_� -CV- - MINI IIMMIN 1.13M AIM ■Il IMMO I■ MN MEW BEAM KEY MAGNUM GUTTER OK AT COLUMN SPACINGS SHADED THUS 2 4" I -BEAM 01( AT COLUMN FACINGS SHADED THUS. l I 3. 7' I -BEAM OK AT ALL COLUMN SPACINGS INDICATED. SEE SEE MAXI FREE STANDING COLUMN FOOTING SPACING NO SLAB MAX. FREE STAINING COLUMN SPACING NO SUB SLAB TYPE 14 72 15.31 30.36 22.36 DA c 17.35 20' w. 36 27 . u D-E n. 36 30.11 2I.l4 0{ G 11.55 30136 21.30 D -E C 16.37 20' D.36 II32 D{ G 16.37 ]0.11 !! . 71 D -E 30.36 22.3D D-E, 19.39 20' 91.91 22.32 D{ c 19.34 36.0 21.N D{ G 19.91 31.43 22.36 D -E G 11.39 15.31 15 131 20.39 16.32 -_,�,_,_--_ _ -�_ -_- ---- 1111 INTAIHILIIM= -� 18 ��I�- NM IMI4 OM WM WA KAM II NMI MN WM MIA ME ECM Mil AMIN AM - _L� MEM M MN NM �R_t- t -_t__ WM MN =MEI ME Mal COLUMN TO FOOTINGS BEAMS TO COLUMNS FOR COLUMN TYPE "8" & "F" FOR ATTACHED STRUCTURE FOR COLUMN TYPE C. "D" & "E" FOR ATTACHED STRUCTURE FOR FREESTANDING STRUCTURES SEE DETAILS 30 30 COLUMN TYPES A. (2) 1Vi" S0. x .032" ALUMINUM 8. 3" S0. x .032" ALUMINUM C. 3" S0. x .048" STEEL D. T.S. 4" S0. x Hs" E. T.S. 5 S0. x 416" F. 3' S0. x .075' ALUMINUM (MAGNUM COLUMN) G. 4 "x4 "x446" ALUMINUM TUBE 6061 -16 c t....40.; 4; 1E fW� hi .N FCI9TEPES.Ve NOTE: A - F WOULD MEAN COLUMNS A TNRU F ARE Q,4< FOR THIS LOAD CONDITION. DDFESSF \ /P 4i) _ckON A 4 1 ' 48 to 12. 9 1.43. RECEIVED CITY OF TUKWILA No 2 2 19Y1 PERMIT CENTER Ruperl C wgdnso [rBng9 Ono CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 Mess Vote, /101.0. North / Suite 101 / Auburn. Me 98001 / 206- 833 -7776 JOB TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER WA. 98390 SHEET TITLE IALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH (3D P.S.F. LIVE LOAD) ALUMINUM BEAMS - r 6x^1P4�: EA.2b.91. JOD 95004 t3NECK10 J.D.B. DRAWN T . 0. DATE JUNE 1995 15<011 17 S T E E L B E A M S LOADS COM113 FOODC 933 a COWN TAPES =MEW F00111C 933 a MINI TYPES ®E1NY FOOTNG 92F3 a Cala TYPES MERV FOOIMC 933 & C6E111 11PE4 ff0E1NY FORMS SGES a OOLIAN TYPES LOADS UYE LOAD IRS ND1H .. UMN HEGHT MAL COWIN SPACING FREE STANDING ATTACHED .. 1� M%. COLUMN SPACING FREE STANDING ATTACHED ._MN 'EIGHT MAIL cO JMI SPACING FREE STAMD ATTACHED -' NEWT MAIL ia677i N SPACING FREE STANDING ATTACHED .. ... HEIGHT MAX COLUMN SPACING FREE STANDING ATTACHED TM. am UYE LOAD FOOTING =MI TYPE FOOTING COUSIN TYPE FOOTING COLUMN TYPE FOOTNNG FOOING COLLAR' TYPE FOO1NG COMM TYPE FOOTING ccOJ. a TYPE F001TNG GOVAN TYPE FOOTING COLUMN TYPE FOOTING COMM HYPE NO SUB •. NO SLAB SIAM NO SLAB SLAB NO SUB SOB NO SLAM Q NO SLAB 0 NO SLAB SLAB NO SLAB SAS Q Q C M VI Vj a; . 25.7 3, - r •E � • Krim [lima C4 G - F . 1+ • 24 .24 .. 12 8 . 1 2 A- ,G 84G MI •. ( 18 • 30 18.72 15 . 24 15.26 C-F ,G C-F C 12 , 2 12.25 8 • 11 0 1 - px Q 1e • 33 ( I I 13 t7:1E1 B-F , 28 r 34 20.34 16 • 2 C-, G .• D a • 35 LIMB 111Gill I®LEM ® EIMEM 3• H 0. ^a vi N [l 0 343 1�1 0{ c 11.24 9.12 9 -0•C -E� 16.34 15125 D-E 6 12.25 . 2 8.12 �(� 1 18..3) le.. 15.21 f] C-F c x25 e . 1 T DIEM 84 c IMAM 1 g 02 • 20 1 e . 27 le. m C-F G P€ G 13 .27 13 . 27 ea 3 8. 13 1 DU 1� FAi� MEM Ta' �D7 °�' 1 �N ®��'� N[��[� 3' -6^ �M ME- 6•.. IS . x 0.28 NDm is . m 15.23 ® 0{ .c CF6 Ci C It . 21 2.25 12.25 0 . @ 0.17 5.12 B-F .0 BFC B-. 6 � MEIN : / y -; 18.9 e,9 18.32 IS . 5 13.29 15.26 04A CF G C4 +Y . 25 13.28 8 . 12 1.12 12 l4 d • - le . 37 0.77 15.70 15ra D{ ,C CF 6 ❑ . a 1.21 8 . IT 0.1! B-f ,G Bf G N d fe m a 31 30.34 19.31 6.25 D{ G CF C is . 27 4.25 0 . Is 0. +1 e .14 0. 11 Hui ETI ECM Ty 16.72 11.27 D{ ,G C-F G e 1 13 8.14 3' 6^ 1�E� D-E 12. 25 8, 12 8-F C� M. 18.34 15, 2. C 04 G 13.26 13.25 8 1 0.12 Imo© 1 ... 1 .9 ® E1lII ®� II7EYE1] B-F ,c 84 ,G 1' • max 20.35 16.27 16.29 C-F c D-E C 14 • 28 111 m N i E>�� Dm IMAM WWI�EL�.�EE 4' ii d F , � ' ..? le . N to . 28 1�E® 13.28 15.23 0-E .G C{ G C{ C 1T . 25 13.28 17.28 0 • .Y 5.12 a • 12 8-F .G B{ G B{ C M. - - Y 18.9 I.. 30 19 15.29 15 , 24 15.6 .A C{ G C{ 13. m 14 . D 14 8 ,1 2 5 • 13 14 6 le • 37 le . 9 15.30 15.3 D{ ,G CFA 14.27 15 . m 8.13 e .14 174 ,G B{ A 14 d 20 x37 m . M 16 x31 16 • m D-E G C-F 14 • 26 11.30 8 • 14 al 14 C-F c B{ G n '" m ■ 9 m . 9 le . 32 17.21 D--E ,C C-f C 14.30 15 431 9 , 14 8 • is C-F ,C B-F ,G t^ • 32 EIOIf7 D{ G 13 • a a . 12 84 .0 EIE� 131 0 • N G , a 27 5.13 11.1♦ 1� 1 11 . 32 to . 35 E� D-E 15 1 m EMI .. 1. B-F . 8{ G 9 1 g 2.34 20 . 35 16.21 I6 • 29 D- C 14.30 8 • 14 E ECM Midi m . 3B m . 9 17 1 2e 17 x 9 0-4 6 04 ,C 15131 15 . 31 e • 13 8.15 84 G C{ ^ 4' 6 ,. a 34 Ie,N E E C is • m 15•23 ® o-E ,C C-FG ❑ ■ a 13.77 G .11 0,13 B-F ,C B {C 16.35 10134 15129 +5.24 04.6 C-FG 14.27 l/, m 8.13 8.14 11 d to . 37 20.35 15.30 16.25 D-E A C -FA 15.28 15.37 0.11 •-,e C-F A •d - 11 d - m = 357 ^' •^ le . n '.m D{ c C {G 11.9 15.31 e . R 8.15 NI au m . 3-e 20.9 i; . 26 11.25 D{ C {,G 25 . i, -a . i5 6.16 C{ - B-F 'Y - `l, 6,. F>�� 64 MIME! C{ c D{ G 13 .21 13 . 27 8.13 a .13 B-F G 8-F c NF! Elm 1e • 34 15 a 5 15 , 2e C-F G D-E G 14 , 28 4 a 2e 8.11 a .14 I 1 E 1 .. m . 35 m a 35 11201 Dm I;oI T� Cf[! T� B-F ,c 1 • 21 .9 n a 36 11.27 17. 25 0-F 6 15.71 e . IS 1 8{ c mTI N e WM 4 � to.. m • 18.27 1,0.. 5 D{ ,G 0-E ,c 5a3T 15.37 15.32 0 ,1 16 e . 1e 8-F C-F ,C 5' Ell18.34 Kra -. b• 17.34 �ET� 15.U1 15.23 D {,C C F D-E 13.27 14.25 14. 6.13 0.34 14 B { ,C J G 11 6 -. 19. N Is . 5 16 26 0{ ,C C{ C 14 . 25 15.79 6 , 14 fi . u C-F ,C B-F 6 l4 6 4 20.9 22 . 4 11.9 17 1 25 o-E .0 CFA 15.30 15 31 6 a p 8.15 C-0 .0 B-F A f4 6 a.a S 21 , 9 21.9 27.9 0 , 25 0-E ,G 6 15% JI 32 6.25 8.16 ® - �Q S. 20.9 20.9 n 19.25 0{ ,C C{ G EL a-a G 13.9 11 , 31 KITES 8.16 a s if G OM -F B{ G �� G G D {6 25 14.25 0 . 8.14 B B{ C B-FC di I , 2O 3 m • 34 E�18•m lea 2 0{ C D{ C IS • 5 5 19 ISeS 8.11 8.11 I 72.34 1.34 Llm�� i3 17�E�C C-F G -0,C �I 21.9 21.9 18 . m 18.25 D-F D4 04 0 15 . 32 is.3T a . t1 8,118 ELM L(' WI METER ^ 1' 6 Ell r g �c is,a 16 • y 0-E ,G C{ C 0{ G 14.25 13.5 14.5 6.14 1.11 0.14 Ci .0 B{ .0 8-F C 11 6 ' : m.x 2.34 20.34 16.5 111 y 17.25 D { ,G C-F G 15.5 15.30 8•11 0 . IS l4 6 - 72•34 72 . x 11.5 18 . 14 lawn 9vi5 9 • I6 G „_,C-F C If 6 2ra9 24.3 125.9 19.24 0 -E G C-F 6 13,SY 16.31 8.16 9 , l9 C{ G Bi ,G N 'n. V- ®� w.9 20.25 0{ G C-F C 9.19 10 . ri 5 -6 -- ® i D{ G 14.5 9.11 B-F C i• •; .: . .34 17.27 D{ G D-E G 15.9 15.9 e t le e . 15 I 72 .34 22.34 �� D7® 04 ,G 15.32 a . 16 84 ,G c-F .G 1 a 24. M 24x 34 19.5 19.18 D -F G D -E i9. 33 16.33 91 l8 9 . I0 B-F G IS Fri/ Q'1♦ DEi�1 E� Ertl !+�L IMOE1I® ®L1m 00 • • a L�'1♦ • _ -- 0 _ 18.28 16 • 23 D {,C C-F 6 14,5 13 1 9 8.11 8.126 C {.G B-F C 20,34 1, 34 �_ 14 6 • 24.34 N . N 16,5 19.23 0-E,G -F ,G 15.71 16 16.916 0 3] 9.16 9.17 C{ B-i ,C I! 6 % 24,34 24.34 19x5 20.24 D -E G C4 G 1019 16 131 9.18 11 ,1 21 �_ IU � 20,9 21.21 '®� 10.22 17 1 71 � 6' RIME D-E c 15 t 30 0.15 84 C �� y. 2.34 10 a 27 0-E G 16 a n 8.16 I E 91 2. 34 24 • 34 1I>m E�CC I; E7� � ,G 2 • N 28.21 0 -E 6.34 11.2 [�Il� _� F>�� E711f7EE>:1�� 1® C� , INI ma MBE -, . v® 111E112• i6•m le 1 y MCI 0 {,C C-F C 0{ 6 15.9 13 , 3t 15 . at 8.15 e a t6 a C {,C B-F C 84 G 1r�i -, a.x T4 ■ 34 24 34 16.28 19 a y 19 24 0 {,C C-F C 76.27 16 , 9 8.16 9 x 16 6 • _. 21.34 21.9 t9.a m . 25 ®11:1 9a17 Ci ,C B-F ,C 11 d g I1.N 25.9 mr5 21 • 24 0 -E c D -F C 16.34 17.9 Ilell 13.25 : - r "•" I G•��N�IMN-69® NIEI F!H 11,9 t9 ■ 37 12.11 13 ,1 28 II ' ®D71E7 04 G 13 t 31 ...1 a . la C-F G �� -. . 24. 34 . 19.25 04 G 0{ G .. 33 M a 33 9 . 18 9 1 10 1:1231 C -F ,C -e I 2139 21 ■ 9 m • 26 0-F .G 0{ J: 17 , N 17 . 34 ®B-F It • 22 • C{ L -4 I_ ... 5 . 9 TI • 5 n . 27 0 -F 04 17 • 9 17 . 9 13.5 17 1 25 I F R, L� ETEPJE�11m� ®' I� L� EEC L i1f311� ' C E A nEm - 6,• ®111E1E1 le • 27 19.23 0 {,C C{ c 0-F 15.37 19 1 J3 11.37 8 . le 9 a 11 9 , 17 9-F ,G 9-F .0 B-F G I1 6 F i m 1 • 24 . x 24.9 24 ■ 9 19.27 20.24 20 • 24 0-E ,C C46 24 C l6 ■ 33 17 , 31 1 7 x N 9 • 16 II . ri 1 1 ri 17231 11 6 9- • 24.9 26 • 9 m 9 �� E� � 11 • ri 12 ■ 25 12 C-F ,6 11-F 7 ,G 14 d 9 28 . 9 27.36 TI , m 23.27 D -E ,G D-' .0 17 . 9 19 37 I7 , 25 14.28 ETC M CONN ifii F� KW '()a 2. , 9 It . 7t 10 , 77 If . 9 13 • 20 le • JI ' ®ET7® .G fl{ G le . 33 9.17 C4 C �i 24 , 9 m • a 04 G 17 . 34 • II , ri MEM t • m 136 F a 28 12 . m At C C -F ,c -6 I 27.9 27.39 23 .21 23" 2, D -• 2 D -E , 19 . 37 19 . 37 ... 11.25 1� 1� ®1m� ®uIl � . n i ®® ®� , 117QS1 KM - . • - BEY= 1 ®Er1 20.21 D { ,G C� c 04 G 16.33 17 ■ x 17.31 11 x 11 II . 21 II 13-F ,C B-F .0 8{ 11 6 Ffli • 28.38 28 , 9 211 21 21 ■ N 0 -F G 0-F C I) a N 11.9 13.25 13 , 25 14 6 • . 25.9 27.9 22.27 y . 27 � 12.25 t1 • m C{ ,G 8-F C I4 d • 27.9 Sag yam 71.72 D -E .G 0 -F If • 38 19.9 Il a m 15 • 31 G-E .G B-f 4 1.. � 21 . lI 28.9 D -E ,C 0-F C � 11.31 11.31 � 9' ®E J 0-E C 17 . x It 21 II . 21 C C4 C �+♦ '' - 26,36 36 a a 36 21.25 21 , 27 D-F c 24 G 17 1 9 17 • 9 13 a 25 13.25 Ek E 9-8 1 21.9 27 • 9 EMI ®� 1:1:1101•11EMENMOB ECM C-s G C{ -6 1 5 .39 5 • 9 24.32 24.32 0-E 0 -E 19.9 12 • 9 15 • 21 15 • n C-F EDAM KAM u mamma ETI1e• :Et f'� En' 20 . a 11720 1�] N� • 10 11. MN EWE 1E�® En] 0{ c D.0 G 17.32 17.35 11 , 21 11,24 24 6 8-F C ELM - .: ? + _ - . 28 . 9 725 2 9 21 . 29 231 25 0{ 6 { D C 17 • 9 1 . 7 9 3 13 • 25 1 3 • 25 1Y 14 •... 27.9 5.9 11 ® 112 110 ®B-i C C .6 14 1 5 • 26 ll 19 24 , 32 25. 35 0 -f 6 +9 • 9 20 .10 15 . 31 11, 9 16.37 C 1� ECM. 14 t�'.�{' MEd. • :' ^ E31-I E� ECM ®�E;>>mE1EE>e1S3iM Crilal 20 . 22 10.31 2-2 - 1 O 11 12' 13. 14' 15' • LIEMI a s E r e !Ern 0{ 17.9 I2 . 24 04 G • 27.9 23 1 25 Oi C 18.37 73 . m ® 9 -B 5 . 9 ®� ® C-F 6 9 -6 31 , 9 25 .35 0 -E 20 • 40 ® BIM MINE M EMU ®1E WE um 14 t- 1 ®1 27 134 . n 26 a 34 fFJ 21.9 ri . m 0{ C D{ ,C m[M�I9n]Iz 0{ c 17 . 35 17.35 18 9 12,24 12 1 24 iJ m C-7 c C -E A C� C-F C NEM 11 �i dd 27 x 9 T7 .36 E�EO7�[7�12mE 20 9 03.27 23 .28 24 28 2-E 6 0-E C 04 10.37 113.37 19.9 +3 a 28 13 .28 14.9 C -F A ©101 1 14 ti 9'-8• 5 • 9 29236 MI SF 9 F0 1I 24 a n I 4 0-E. D-F ,c 19 • 9 20.16 ®C-F 14 • 31 15.31 15.31 c C{ ,G c-F ,c I 14 -- 31 , 9 31.9 E�1�IC9F�Ei7Cllf�ISIMI 25.9 23 t 35 D -E 0 -E ,G 20 • 4D 20.40 16 • 9 6.33 1F� C -E C I MEM 11 - ' '1: / ' x�FT - }y`'C�{�;.`e.�I �' . t1 E� 9.37 33.35 ErIall E.IMIEME1 E'71E11T;:# 27.34 26.34 E%fCI D{ mL7E�7�E�71R1 oram 20 .42 IDEPA 17 , 35 I EISM C-E ,G 6-6' -- 0 • '. .. ".,^hay` • n. EMI D{ G , 1. , . 13.28 C{ G MEIMi a 2B ■ 9 , 21 ■ 26 G 0 -E G 19 , 9 14 , 9 .{ G C{ G 1 1 9 9 • 9 25 , 25 . N 04 A 0 -E A 202.40 m . 46 �1 C-F ,6 C{ ,G d-1Y I 32.9 32 . 9 27.36 21.9 0 -E 0-E 20.42 20 a 42 17.9 17.35 17 • 35 17.37 C4 G Iii)♦ 1E, .J ai d-6• •'- W rM 04 6 �E�IjJ�1R� 11.43 Ie a 37 C-F G 1 2' � NM �Ji • I iL� E !] Elm E� 04 c O 4 G 04 6 as . 9 19 • 37 19 • 77 13 a a 11.25 11 • 25 C{ 6 8-F .6 C{ C NM Ffil 7.: 26 . 9 9 ■ 9 30.38 24 a 2 9 25 , 31 25a >f 0 4 G 04 .6 0 -E 6 1 9 . 3 6 20 , 9 20.36 1 4 . 9 15.32 1s . )2 E� E� I� I I 9-0 . • .' 9 • 9 32. 9 72 9 1 EM T D.1 0{ 0� 0-0 20 . NO m 27 EISI ETm 17.34 C{ C{ C Ci 11 d-d 32 • 9 33.9 21 , 9 2e • . D -E 0-f G m . 42 0 • 13 I1 E(m E71 LEA +6.37 C{ c E1 24 . a 04 C 19.37 11.26 54 C EIEM 9.36 25,31 0-E.6 m . 9 15.72 EE's I • 72 . 9 EMI ,C . IT>l1 ,C C{ ,6 12 37.9 9 • 9 a a 9 m • 9 D-F 6 D-0 c 21.43 0 • 43 17 , 37 17 . 11 11,372nriral 16 4 9 main UMW E� Erca EMI maw r- , . ' 4 E.21:EN E.'El�'i EiiE11� E7� E E]� 10111 112 D� 13 NM USE' I� MEIN 6' smentarri I?>E>I 1i ECCEI � 0 {G 04 C 04 G 76.37 19.9 19 9 11.25 75.30 15.9 C4 .G 6-F 6 7-5 c ELM W!♦ EWA 9.35 32.36 32.35 15,31 26.37 5.33 04 6 0 -F ,6 G 20.9 20.10 40 15.32 la . 33 16,33 IErAFR ® 14 72.9 72.9 E SAKI ElEilliII1T>tS1 DMZ] C{ 6 C{ c H `' 1 ,, 33.36 34 .9 25.9 25.9 0 -E 0-F .2 21,43 21 , 44 E.'TEIEIIIIIMil ®31 , 31 E� ®. 1120 04 6 C4 G 111E 0{ 0 , 19 a 36 15.9 C{ G B E E F _ -a. / 32 a 35 a . 33 D E 0 -E 1 201 20 , 40 16.33 16 , 13 I6 v 75 1� E� ® 9 -6 1 32.9 32 . 9 27 ■ 0 1120 �UM C{ c C -E C -6 1 „.. ..., N a 9 5 135 0 -E .G 0-E .6 21 . N 21 . N 19 a 9 19 . 9 19 1 91(,1 19 , 40 .E,). I�,E E� MEM MEM MOM { 7"+ J ` 1,^ ' WI EN 71 . s/ E�I�E�11130 C-0 .G D• 14 MN 10 F" E T A I M.= 625 WW1 EE EOM MU 0-4 G 0{ C 19.9 m a 9 15 • 9 IS , 52 C -E ,c B{ C Q '. �,... 32 1 9 - 32 r 9 28.33 21 a 34 D -F C C -f C 20 • 10 m v Ii 14 6 R. 32.38 34 , 9 34 .9 27 . 9 ��iT]�D F:Ili�S]® SEE '�'I C{ C C{ ,G C -F ,c 11 0 o 8 ,.,,,/ . ,4t .':•. j 34.9 x . N 34 . H .,.263,627 9 . 9 9. 9 0 -E ,G .44 ri a 45 E:1®EiI 35 • is 32 ,1 40 0{ G ETI�� ri 111 28.12 0-0 c 2-7 C EE3M.'I �E E;m 0{ 20 9 15 31 Ems.: 6 32 a 9 I®am 9-9 0 -0 .6 22.45 9.40 LC EMCEE EMI E�EWIWI E''1♦1 1 1 EIS E 1 1 G 04 C , 20 .9 • 15 , 32 C{ 6 C -E C N d 32 25 9 32 136 32 9 27 , 34 2G. 35 D -E 0 20 , 41 16.35 1 ®IM EOM 1 I I : -: • 1 . ;'. &;.'. 34 . 9 34 , 9 I]�� 1T] C{ G C-E C 1 14 . , ..:. '.,,. 34 1 11 34 • 41 30,36 9.9 0-EC 0 -E a. 45 22.45 19.40 19. 40 IMO 1ENE- 111:11E• EMI E� E}1E 1 ig wnsa111ZEI WIZEN MI C-E c D� I5' E I M MISM 6• WETIEM Ma 28 a 31 25.71 04 G c{ G 0 4 G 20.40 20.40 20,10 10 , 33 16 an 16.33 7-7 G C-E G C{ G �7 F ® • 3,22.. , 9 32.9 20 , 35 E� 0 -1 G 0 -E C 21 a 42 21 a 42 17 • 9 17 , 9 EE• E tams, 1SSIII311 0 -6 I IF 74.9 34.9 EMI 1Tm 1 1120701 ®1120 C -• ,C C-F .0 9-25 - ... 34 .42 34 .42 32.9 32.9 0 -E ,G D -E .6 23 .16 23 ,06 20 • 41 20 .0 EE E E�ISII0 mu F1.M FIBEI ®HEM. Urn E•® EE3i© 11,E MIRE T 28 N • 9 34 .9 ��ITiEI 1!XESIE1IT 1'] . 7 .G C -E G 12 14 `a' �;/ `: ,1 ,1,1 ,1. -. 34 .42 34 .42 32.9 32, 9 D -E .1 23 .16 m • 21 1� E4FM ® �1 11101 IF:110111EMI - BEAM KEY 14FJ600 OK AT COLUMN SPACINGS SHADED THUS: 2 14F0000 OK AT COLUMN SPACINGS SHADED THUS: I I I 121J1200 OK AT ALL COLUMN SPAONCS INDICATED. STEEL BEAMS (ANGELES METAL SYSTEMS.ICBO- ER1715P) - �-- 2.75' n n 0.219' INSIDE RADIUS, 1YP. 1443600 & I4721000 = 0.0713' 12F21200 = 0.1017 1 075' TYP. T COLUMN TO FOOTINGS SEE Eh NIP FOR COLUMN TYPE 'B' & 'F' FOR ATTACHED STRUCTURE FOR COLUMN TYPE 'C. '0' & 'E' FOR ATTACHED STRUCTURE FOR FREESTANDING STRUCTURES BEAMS TO COLUMNS SEE DE TARS COLUMN TYPES A. (2) Ili' SO. z .032' ALUMINUM B. 3' SO. z .032' ALUMINUM C. 3 SO. x .048' STEEL D. T.S. 4' SO. z 44. E. T.S. 5' SO. x67. F. 3' SO. .075' ALUMINUM (MAGNUM COLUMN) G. 4',4'xi6e' ALUMINUM TUBE 6061 -06 NOTE: A - F WOULD MEAN COLUMNS A THRU F ARE 9A. FOR THIS LOAD CONDITION. RECEIVED CITY OF TUKWILA Nov 2 2 1126 ks PERMIT CENTER de. G°3�pera C ingthes lggg9 [Inc CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 Weal 33840 Hlgl,•ay 70034. / 5-11• 101 / Auburn. Wo 98001 / 206 -913 -7779 JOB TITLE COMMERCIAL & PATIO SHEET TITLE STEEL BEAMS - STRUCTURES Al l_CWABLE SPANS & REQUIRED COLUMNS WESTERN AWNING COMPANY SUMMER WA. 13612 8Th ST. E. 98390 AND FOOTINGS WITH (30 P.S.F. LIVE LOAD) 200 NO 95004 CHECKED J.D.B. GRA' T.O. /9 M. DATE MAY 1995 SHEET NO 18 1 3.31.1'24 1 S T E E L- B E A M S LOADS EMERY FOOING SUES & COLON TYPES OF.OIETRY FOOTI C Ste S @ CCURM WES I CE'DIEIRY FOOTRG SUES & COMM T ES EOlEOR'! FC011116 SUS & COLUMN MS F001140 SUSS & MAIN TYPES LOADS UVE LOAD 1R13 . IID1H COLUMN HEIGHT MAX. COLUMN SPACING FREE STANDING ATTACHED COLUMN HEIGHT MAX COLUMN SPACING FREE STANING ATTACHED 11 MAX COLUMN SPACING FREE STANDNG ATTACHED COLUMN HUCHT 8 MAX FREE STANDING ATTACHED I '7_ MAX. COLIAN SPACING FREE STANDING ATTACHED 1138. VOID LIVE LOAD FOOTING COWAN TYPE C -f A FOOTING COLUMN TYPE B-F ,c FOOTP4G COLUMN TYPE C -F G FOOTNC COLUMN TYPE B{ G FOOTING COLON TYPE C -F G FOOTING COLINNI TYPE B G COLUMN FOOTING COLUMN TYPE C -F G FOOTING COLON TYPE B4 G FOOTING COLUMN TYPE D f 6 1 4 COLUMN THE NO SLAB 21 1 34 SLAB 17.27 NO SLAB 14 . 29 SLAB 8 .13 NO SLAB 21 • 36 SUB 18 s 27 NO SLAB 14 a 30 SLAB O. 97 NO SLAB 22 s 36 SLAB 18 • 2e NO SLAB SLAB 11.31 e • N SPACING ER SLAB 19.20 NO SLAB 15 • 31 SLAB 8 4 14 NO SLAB 24.36 SLAB 19 1 28 NO SLAB SLAB 30 P.S.F. 30 P.S.F. 30 P.S.F. 3 9' -6' 12 11' 11 16 9' -6' 12 13 15.32 ®� 6.15 13 G '�' 3' 30 P.S.F. 30 P.S.F. 30 P.S.F. 21 1 35 z 29 D -f .G 14 . 29 8 x 17 B -F ,G 21.76 18.2 D-F ,6 t4. 30 a 4'! `1" `45° 12 [ 31 16 s 30 0-f .G N a 3 �� EE1Cii 14' �Ei>mm'C' :55: 31 8:'4 B-F c (�i 15• ��ITM 19.15 21:77 11 . 9 17 4 71 7 17 • 17 D -E 6 D -E ,G 11 . p 14 s p 8 . I3 8.13 B$ G C -1• G 17 TI . 9 21 e ' 16 . ]1 18.11 D-F G 0-E ,6 14 • 30 11 . 9 e a 13 e s 1! I� 22 a 3_^ 22 x 11 18 a 32 1B x 324. D{ >�� 0 -E b u . 31 8.11 N e 41 19 • K D -E G D -E .6 31 15 s 31 5 • N 8.14 C-F 6 C -F ,G �� IS . 32 [)® 8 • IS C F ,G 3'-6" 9' -6' 17• 11' 21 s 34 17.27 C-F ,G 15.9 8:14 14 B-F G i - 12" 21:36 16 . 27 C-f G 15 a 31 8 114 • 22 v 9 18 a 0{ .G 16.9 e . IS 24 a 39 19.20 �� D -F G 16 ■ 33 16 33 9 1 1e 9x18 B-F c 04 15 ®��E�� 11 . p 16.34 10.20 B-f C 3' 6" 2119 2f 4 31 17: 29 t 31 D-F G D{ 6 15138 15 s 30 8.11 8 111 0 {'G C-F G i� 21[]6 21 . 9 11::2311 D{ C D{ I5 31 15 a ]I 8 4 8 e 44 L M IPA 13' 221]7 22.19 le•30 18 a 32 DD- 4r �� D{ ,G E1�Ifl II 12 14' Dm 6{. c . 16 s 33 9.13 C4 G �� 41 8 9 -6 11" 21139 21 . 9 17.38 17 x 27 D -E G C -1 A 15.30 15 a 31 8.14 6 415 C-F ,4 8 -F A 14 0' 12' 21:41 21 4 38 fez 33 18 • 27 0-EA . 6 154 3I 16 • 13 8 14® 9 • 17 non 724 41 72.38 1B•K 16 • 20 0 {,6 16•^ 8.15 D-F G 16 . 34 10 a 20 NH El 24 141 24.36 19.34 19.2. D { ,G D-i G 16.33 17 • 34 9x44 11 4 22 C-1A B{ 6 IC 8 154 14./T 24 1 77 I9. 35 19 4 NI 0 {6 D -F ,G 16.34 11 a 35 10.20 12 • 21 C-FA B{ ,G F 4' 11x36 11 . 8 17 . p 11.31 D-F ,G D -E C 15 s 32 15 s 32 8:15 6.15 f -F G C -F G �� ' 13 22 e 38 22 z % tea '3'2' 18 s D E .G 16 4 5344 10.20 B{ .G 0{ ,C 6. 10 a 20 C -f ,C 244:35 141 21.9 19.30 19.32 24 x J7 21.10 19.31 19 x 3J D E ,6 D{ ,G 17.35 38 '1 : 221 12.71 B ,G C {,G C-f G • 4 -6 14' K Y 11" 2 A 22.35 17 4 33 17 4 27 D-E ,G C-F, 15 1 32 16 • 33 6 • 35 5 4 18 C -f .G 84A MOM ELM 21 a 41 21.41 IB . 33 18 x 27 D-E G C-F G 16133 16 . 34 0.. 11 x 21 EW. Nam OEM U• 21.41 22 . 42 18.34 18 4 28 D{ 6 16.34 10420 C4 ,G U 0-F ." 17 1 35 11 z 21 aim `•i 11E211910521.1111131 -® EXEIIMEM 17 a K 17 x 36 11 . 22 13 s 25 C4 G ii-, 6 - 0 • 24 .42 24 v 4 19 435 •• a 29 D-[ G D -F 6 17.38 3• 12.24 a ■ ii 144 4. 6• 22138 11x78 17x28 11aSI 0{ G p{ C 16•33 18x]7 9:16 9x18 B4 - C{ G �� YI 21447 I . 41 18e2 1e.]t D {,C D -E G 18.34 6.34 71.71 Its2 �� HEM MI= EOM W1' = 1 22141 22x42 1819 18x!2 p{ G D- C fi ..n fi•n - ®E D ME1.1111111111M1111 UM I fl L D t:• Y LIV t4 �� ®Om ,> E1 ®IEEL3 -9 0-E C 2,--E C pm WEE 17•$ 17v 3e IS•8 IJsTS C -F G C -i C r 21,q 14.41 19.24 LEM DWI n{ G D -E L ®® lanai 17.37 E ®Elum ® C{ C{ 5 14 9 -6' 17 11 72 • 3 23 a 38 17 . 38 17 ■ 27 D -E ,G C -F C 16 • 33 17 1 34 9.15 10 a 22 C -F sq...., B-f ,G. WM d 21 . 41 22 • 42 18 a 33 18 : 27 D-t ,G D-F G 16 x K 17 a 15 11 a 21 12 a 24 13' " y' 22 a 42 23.42 16 • 34 18.28 D{ F D-F A 17 136 14 a 37 13.25 ... C -E G B -f G • ti ,Y :4 4 42 24 . N UMW/ D -E G 16 . x I;IZEJ G B-f .6 5 6• 23.78 73 . 3 11 z 29 17 • 31 D -F 6 6-E ,G 17.34 17 4 3 10 421 10 a 22 64 6 C-F ,0 94 1G 22 x 42 22 x 42 18 4 21 113 x 31 64 G D-6 G 17 s 35 17 [ 35 17x35 18 436 12 4 24 12 a 24 12.24 13 4 ffi 11:j.7 IM:in. WM iM IUril MEM 21 1 42 23.42 i8 a 30 18 132 6{ .6 16 . 38 13 1 26 C -6 , IE• - D{ A 18 . 36 13 4 20 C-F ,G ME 't t 24 • 42 MD 19.32 D{ ,G 6-E ,G 1e 137 18 1 37 13 . 6 13120 C-F .6 C -F G -6 17 . 1 .; ,>s..SS:' 21.44 24 • 44 19 • 37 19.33 D{ A 0-E ,6 18 : ]f 16 e 38 14 4 29 N : p 64 ,G C-F ,G • 6' -6 14' 9' -6' 7 11' 23.38 24 . 38 It z 3.3 17 1 27 0-E .G 04 ,G 17 s 34 17 4 35 I0 s 22 12 x 24 C -F A 8 -F .6 li WWI 22 x 42 24 . 42 to . 33 iB . 27 0 -2 04 6 23 4 42 24443 18,34 18 z 34 . 18 4 9 13 4 ffi C{ C 04.0 1B 1 37 11 • 1 )Q ®ice.)i 24442 ; :' `',.'S- 25 s U 10.34 DPI D E WEN 18.37 Mill.MIIMEM 13 x 20 C -E 11 24:44 78 4 43 19 135 20 s 36 D {yam D-F ,G 16 z 38 19 s 39 1 • 29 15 4 3 C{ G B -f ,6 21:78 21.38 17 a 28 17.31 D{ G 0{ ,G 17 [ 38 7.35 12 s 24 12.24 C{ C C{ ,C �. E MEN . -.' "Y '.., 'i�'•`�'4 24.43 24 4 43 18.34 IB v D{ ,G IB s 77 44.20 6 -E .G 1B 1 37 11 1 20 r S 19. 34 9 . K 19 • 9 19 4 38 14 4 30 11 1 9 C -F .6 C-F 6 , 20.13 26 IS 20 .76 20.9 D{ ,G D{ ,C 10 1 9 B • 9 IS [ 31 15.31 C-: G C -E ,G 14 9' -8' 17 14' 11" 24.38 23 • 36 17 . 3I 17 • 33 04.6 D-F 6 17 135 1.• ]66 12 • 24 13 . ffi C{ 6 B -F .6 MEM .,R IFTIMINIEWAIIMEIMEMTI 25 .. le . 33 04 6 16 4 31 14 s 28 UMW WM EWE El • 24 a 43 25 . 43 18 • 34 i9 • 35 0-E 6 16.77 11.78 iE 0 -f .G • 15 . 30 I� d ', �® Dm ®� '�^ 19.9 15 1 37 B -f 6 m '^' • 26 4 43 NICE 20.]6 11122:11017111103131 DEG 19 139 15 • I 16.33 C{ C EL'IIf� 25 . 9 17 z 33 0{ G 16 a 9 I] a ffi L -f ,G i �'� i N U 25 • 42 27x42 113.33 20 :37 04 ' ' 6 -6 6 18 • 31 19.9 14. 28 15.]2 I� MEM I EiEE!♦ OWE cum -WW •r}'t„� s, s •'`':',''x'� 25 x 43 I9 . 35 0 -E A �Ijj�® KEW 19 . 9 15 . 32 64 6 GTTy EtC�1 UM111 16 . J3 16x33 75.38 25 x 36 11.63 17 x 13 D{ G 0{ .G 16 • 38 18 . 38 I] [ ffi 13 . ffi C -F G C{ 25 • 43 .. 4 27.64 19 • 35 19 . 22 K D-E .6 Mr3 15 • 9 NM 0 -6 .0 15 • 9 l OF 6 •16s 11 E'er Wes WWII •,•: ' �� `` ®'� Ff`�'l 19 .. 15 • 32 C -E 6 �a ®22 22x]6 4 38 ® L�20L'1 '®' Ie . SS 6 -E F C{ 71 9 -6' 17 '11' ., 288.9 19.34 0 4.6 19:38 14.30 .� O- .6 p. 11 16.9 C-F 6 W - )E�� C�1�� ®��.')♦ 7• 8' 28.38 2.38 19:34 19 . 34 D{ .c D{ G 19.38 I9 v 38 14.9, 14 • 30 . _ ,6 C-F G U ; J ,- • r,/['+�:,. %: �a4 ` . < y 27 1 42 27 . 42 •' • *J 4 31 6 -F 6 6 -E G 19 s 9 19 s 9 15.72 15.32 R E IMAM NMI 27 . 44 7 • 44 22 . 38 22 s 9 0 -E ,9 20 . 40 i6 . 13 ® i 0{ A 10x40 EIJE' EEC ` '4; x4 %.`= • 20 . 64 ,i. y sxx� NMEN ';y;;. ">, MID f =IEEE! 25 41 '� 2 a 11 20 4 41 is • 35 I6 v 37 64 6 C-6 G (<d (IM �• i F�(� ®Ejm ®EE 44' If : 2.. 38 h",i� '> ".n 38 s 38 19. 34 22.34 0{ .G 04,6 19. 38 19•40 14 s 30 15.33 C -E ,G C-F ,c 27 a 42 29 • 42 , • 7 23.37 6 -6 6 0 -f G 161 9 70.41 15 • 32 17,3 C{ ,G :: 6-6 G I B -- %i . 27: N p •44 22.38 24.39 0-C c 20 . 16.33 Cz 0-F F 21442 17 • 36 64 ,G w'� 20 • 41 2 113 43 16: 35 18 . 37 IB 37 C -E 6 6 4 6 C "IMO EFL >: • x y : 'rx i; �F13IMIMEM MEMO RFC E EIm I7OM E ®EE�E� � §=113111:110 E E ®'.� OWN 17 `yt'j¢ 9.38 1 9.38 22434 22 x 34 0{ ,6 0{ A 19140 19.40 15433 15 133 6-F r C{ ,� I� (�� 29 . 42 29.42 23 • 31 23 1 37 6 -E 6 D -F G 20 . 41 20.41 17 13 17 e K C-F G 9'-6 (� I2' •' 29 . 44 p • N 24 . 9 24.9 0 -E A 21 [ 42 11 • 9 C-F ,G [� 04 F 21 a 42 17 4 9 C{ 4 iEM (� S • E x i$ • It I� 1M3 71 x ? . 43 v 15.37 -F 6 C-C G { ��' ' `" E1) I E J 1 � � E EWM V''~id 9[38 .32 38 72434 21 1 9 0 {,C 0{ ,G (1.420 20 z t1 151!7 17 175 . {,c 6 -G ,G I4 8' ' „. ' ' 20x12 3,42 73.37 25.38 D-E ,C D-f G 20111 21 . 4J 17134 17 4 37 N B' �'y p1N !i . N 1x9 ffi a 11 D -E 211124 7.9 C{, D{ G TI N 19.9 C-F ,C a3~T � a • EMI 25:11 2/ • 12 Er] ®I)SPIE 2 72".443, 22 45 Ie.% 19 410 19 0-C.G C -F G C -F G �� [d T"'• " �V 15' 15 ®78.17 Q ® 20.12 F.1111 �� MEM � 44•9 20. p � COM 9' 10 71 9.38 9.38 24436 21 • 9 6-2,4 0{ ,G 20.42 20 , 12 17.35 77 435 C{ ,G C -E ,G DII�/♦ (� EC'' . n '�' 31.42 31 . 42 25436 2.5x 38 4-062.2377. D -E G 21 . 43 57 17.37 9-8' 17 `:N' , 31 . N 31 • 44 2.. 41 26 • 41 D{ 4 2t . 44 19 x 38 64 .6 iiin. 6{ G 21.44 19 s 38 C{ ,G ''/ 1® �' ' "' ®L a 22:45 440 19 a 10 C -E 6 �� .1)<E(.j♦ E?:� Q� E1))� EOM 10 11' 6' 9' -6' 7 »` 724.38 s 38.38 ` 21 a 9 25 a 40 D -E D-F ,6 20 • 12 21143 17 • 38 18 a J7 . -E .G .-F ,C 31 a 12 33.42 75 x 38 26.42 6-0 D-F ,G 11 s 41 22444 17 . 37 16.9 11 E+]� 3 ` .. >`I':tl;' , 31 . N 33844 ffi • 11 27.43 D{ 71 • N 19 • 38 C{ ,C D{ 6 22446 20.40 C4 0 MIN .E ®® Ei ®EMI sums EEO '® ' I 72 • 46 23 47 19 110 20.42 0-E 6 C -0 6 Ellice � SMITE WW1 ©�E)7'J♦� �� EMI RIM 1�E WWI T .. ®�M MUM C-F S7 . 38 'Y. x/ S 11.38 25 • b 15.40 D -E ,G 0 -E C Zt . 13 '21: I] IB s S7 IB a 37 C-F .G C -E . EE'1LESi ,38.42 33.42 ffi s t1 3.42 D -E 6 D{ 6 22 a N 22414 IB . 9 18 a 9 1 t� ®,' (�♦! 73 . N 33 . N 17 413 27 , 43 p{ A ��' l'L3J 13-6 6 i� mum 141 I ®1 1 Elm . 23:47 20 a 42 0 -E �! F:i ®F� ETf4� � ®�� 1' 11 B / 33 a 38 ,7� 35 z 36 25140 25143 0{ 6-1.0 43 22.44 16 • 37 19.9 C -E .0 6-6.4 MIDEI vs `.A, ` , 33.42 35.42 26.42 2e . 43 D{ D -E ,C 3.44 22.16 18 • 9 20,42 ' . a n'. r,� 5<' : S 4 > ]3 • 44 35444 27.43 20.46 0{ 22.44 20 .44 0{ ,G 6-2.4 23.47 20.43 04 6 E� .:1111 fl1 (� 1 7] x 11 24.48 20, 124 28 • U 43 0-C 0 -1 (� d E� 15 15 15 *MTNE9112! SET' SEIIII Fran EINiRMOE%TSfl MIMI �i ROM Farr CUM 11 12 13 9' -6' 17 35.38 9.38 26.43 29.43 D{ 6 O =F G 22114 22.44 1943 19.36 0-f .4 04 ,G � 35.42 IS . /2 28.43 28443 04 ,G D{ G 22 s 44 22 , 46 20 . 40 20.40 Via 38 . N 35 , 44 29 s 46 28 .16 04 b 20 :12 04 20.42 IW 141 E� UM E:m � 24.44 24:18 22 a 71:41 24 6 6 -E G iM•� E� MIMI ®E�W� Fromm ,' 12' 35.38 9.40 26143 27.44 6{ D{ .6 2,44 22 .46 10.9 20 .40 2 -E .6 C{ .6 � `• ; .• r `. 1'` "}4�• .::f tf 35.42 3,42 3,13 28.44 0 -E 4-E ,G 22.44 23.47 20 140® 71.42 1 .1• 's' r• ~` A *3 4 e4 9.45 28 448 28 .46 0-0 , 2 D{ .6 � � i<m 44 ilt':fl.F O )� MITI ®MINI ®&':.� WM 24.44 43 � 0 4-C 1 iM r ■',iJEF∎ *MUM FTDI!I'JETIII� EIREIIiM Fm I1� iEEYl'TIFJ!!TT •:=1 23.07 E�E'C.']♦ f IN 04 0 9' -8' 71 ,�'�(4 21 36.411 4`.'.': 9.40 21 e N 21.44 04 6 04 .2 21446 22 s 46 20440 20 4 44 0 -E .G- 2-0 .G- L (� 9.42 36 .42 29.44 29 4 N 6-0 .6 D -E 23.47 23.47 21.42 21 4 42 ® 9 -6 17 13' 9.15 9.45 29 . I8 28.48 0-EA 0 -E 24.18 24.18 21 s 21.44 C{ ,G 2 -E .6 9 -6 14 RAIN U W3I E''i RILI 6i 1i FIr I�<I�E?;R7E']• WI �"E II M 3 N' •.'.' ..'•.P 9.40 9.12 17.44 2,•44 0 -C 0 -E G 22.46 23417 20 410 20442 0 -F .6 C-_ .G 6 - ..EM Elm W '. " x.`. ' ` o f i . r 36442 38 • 45 29 2 44 30 r 44 0{ 0 -E G 23,17 24 • N 21 4 12 21 • 44 ' I4' E� B' 1 3 36415 9•41 29 4 44 31119 0 -E 0 -E .G 24.48 24.50 71 4 44 22.45 3-0 ,G 0-0 ,0 `M �M E� ®Mr= ®� 25 • 51 O 23 [ 47 47 C -F 0 U to F 2J iM� ®,� 9' -6 7 y 9 1 42 `S H a s 9.42 20.41 29.. D -E .G D -E 23 4 47 23447 20 1 1 2 20.42 C -E . C4.6 B M fit• 9 445 9 a 45 9.46 9.44 0 - 0 6 D -E 2 2 , 4 9 24 4 44 2 1 , 4 4 2 1 . 44 9 -6' 9 • 47 36447 31 • 4. 3' . 4B 0-2 .G D -E 24 a 50 24 a 5D 22 s 45 22.45 C -E .6 D -E .G (� �I�O� 14 �LSLYUE 1 31St 25 4 51 17 • 3;47 0 -E G . Ma i EM ��M�111127.] �71pET'ET♦�ESi]� 4 14' 8 : , 9 • 42 Y'r x 38 .44 " 29 • N 9.45 D-0 D -E ,C 23 • 47 24448 20 • 42 22.43 D -E .G 0-0.0 E r I M ` , i� s, 9 s 45 9.47 9 s 49 31.47 0 -E 0{ ` 24 . N 14.40 2t s N 22.45 EME e' 13 • 36 .47 38 .41 31 448 33 a 11 64 D -E .: 24 a 50 25 • 51 27.45 23.41 64 ,G 0-27 .6 E�sf EEfm E7 1 EMU 033 '® U 25.51 ffi , 52 23 • 47 24.18 0-C 6 0 -C 0 (� iD 15 15 EE 'i <f �I iMM �E EOM I 0{ Ci 14' 15 9' -6' 7 5.'. 38.44 ",. '. 38 . N • `x. 9.45 30 .45 0-E .G D{ 24 4 18 24.44 22 a 43 22 s 43 2 -0 .6 0 -F .0 121 36.47 9.47 31 s 47 0 1 . 4 7 0 -0 ,C 6 E 24.49 4 . 4 9 22 .45 8 4 5 I• 9' -6' 12' 38 a 41 38.47 33.47 33 s 11 D{ .6 6 -E 25 4 51 25 , 51 23.47 23.47 C -E .G 0 -E .G (I- i� 14 E� E 1 1! 20 , 32 ffi . 52 21.18 24.48 0 6 D -F G 9'-e' NM 33453 � 35 450 � 0 -E 0 -E 29.53 1ili11 25.50 F 04 MUM 44' 8 >'S• 9 , N A. 9.41 30 • 45 JI . 44 04 D -E ,G 24 . 4e 74 . N 22 • 43 22 • 45 64 ,6 C-i ,c MN �� 9 , 47 9.50 31 . 47 33.47 0{ D -E ,C 24.49 14 a 5/ 22 a 45 72.47 1 ®T� 14' B' 38 z 47 38 • 19 33 a 47 34.44 D-0 D -E ,G 25 • 51 ffi 4 ST 26452 23 • N N • N 74 48 0 -E .0 C -E ,C 0-0 mom d Et�E 38 51 Ems.] 7� 9.50 ® D -E .: 1 28 1 S3 26153 4 4 40 28 450 15 9 D-0 4 C -[ 4 0 -E 4 NM I/FTP11 i� ��m� FITI ®�W( IIIM IEWEI REM IX IM ®�I 1 ®F L64♦.� 17 14' 9.47 ' ,� 9.47 _ . • .. J 9 , 47 31 . 46 St • 44 31 • 16 0 -E .4 0 -E 0 -E 24 a 49 24 • N 24 • 49 72 s 45 22. 15 22 .45 C{ .� D -E . 04 .6 12' 11 9 : 5 0 9. 9 36.50 33147 31.17 3J s 47 0 -E G D -E D{ 24.51 2t • 51 24 x 51 22 e 47 22 x 07 01.47 D{ G 0{ ,0 9' -8' 17 I l4' 13� 3149 4 9 38 4 19 38.49 34 • 44 34.44 34.44 0-2 0 -E 0 -E ffi z 51 21 452 4 14 . N 24 , 48 .0 D -E .0 0 -0 .0 9 -6 11' • 1 WEER 38.53 35.50 0 -0 ffi 153 26 • 53 a 25.9 25 s 50 0 -C G 2-0 .6 i M 14' U6 I 38.9 D -E ®wm 21 s K 75.01 0{`C BEAM KEY 1. 142.1600 OK AT COLUMN SPACINGS SHADED THUS: I4FJ1000 OK AT COLUMN SPACINGS SHADED THUS: f 1 3. 72FJ1200 OK AT ALL COLUMN SPACINGS INDICATED. STEEL BEAMS (ANGELES METAL SYSTEMS. ICBO- ER1715P) 8 14 Imo- 2.75` 0219' INSIDE RADIUS, TYP. �_14FJ600 & 142.11000 = 0 12E31200 = 0.1017' l l I 075' TYP. COLUMN TO FOOTINGS SEE 2 FOR COLUMN TYPE 'B` & 'r FOR ATTACHED STRUCTURE FOR COLUMN TYPE 'C', 'D' & 'E' FOR ATTACHED STRUCTURE FOR FREESTANDING STRUCTURES BEAMS TO COLUMNS SEE DETAILS e 30 COLUMN TYPES A. (2) 144' SQ. x .032' ALUMINUM B. 3' S0. x .032' ALUMINUM C. 3' S0. x .048` STEEL D. T.S. 4' S0. x .28 E. T.S. 5' S0. x09, F. 3' S0. x .075' ALUMINUM (MAGNUM COLUMN) G. 4`.4`x436' ALUMINUM TUBE 6061 -T6 NOTE: A - F WOULD MEAN COLUMNS A THRU F ARE 2E, FOR THIS LOAD CONDITION. RECEIVED CITY OF TUKWILA i is _ .- 1091,, PERMIT CENTER REVISIONS Rupera C ngdnesulow9 Orrc� CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 14441 Valley 415811.ay North / Sulle 101 / Auburn. #4 48001 / 206 -811 -7776 JOB TITLE SHEET TITLE COMMERCIAL & PATIO STEEL BEAMS - STRUCTURES ALLOWABLE SPANS & REQUIRED COLUMNS WESTERN AWNING COMPANY SUMNER WA. 13612 81h ST. E. 98390 AND FOOTINGS WITH (30 P.S.F. LIVE LOAD) Job 440 95004 CHECKED J.D.B ORAMN T . 0 . /A M DATE JUNE 1995 SHEET NO oc) S T E E L B E A M S LOADS OAETRY EOO110C SEES a COWN TYPES MINIM MOMS SAS & COLUMN TYPES ME1RY ROM SILTS & IMAM TRES I =k1RY FDOTa4G SUS 4L DCLUNi TYPIS EMERY ROMS SUES & COIUN TYPE LOADS 1VE LOAD THE MDIN •1 N HEIGHT MAX. COLUMN SPACING FREE STANDING ATTACHED . HEIGHT MAX. COLUIN SPACING FREE STAKING ATTACHED .. HEIGHT YAK COLUMN SPACING FREE STAKING ATTACHED YAK r COLUMN 14E91r CWA2'B: FREE STANDING TTACFED 4. HEIGHT MAX . COLUMN SPACING fREE STANDING ATTACK IPoB. MD1N DIVE LOAD FOOTING OMAN TYPE FOOTING COLUMN TYPE FOOTING COLUMN TYPE 111.1=1111 SLAB COI IN TYPE 1111=11111 COLUMN TYPE '. COLUMN TYPE FOOTING COWIN PP, FOOTING COLUMN TYPE FOOTING MAIN TYPE FOOTING COLUMN TYPE NO SLAB SLAB NO SLAB NO SLAB SUB NO SLAB NO SLAB SLAB NO SLAB SLAB NO S 6R a AD NO SUR %AB NO SLAB SLAB NO SLAB SLAB 30 P.S.F. 30 P.S.F. 30 P.S.F. 3 9 1>�1 �� 1- 26.75 16 • % D -F G 16.32 �� B -F ,G 13 96 t7• P • % 21.71 ID. % 0-7 G 17 . % 10.20 B -F G D. nil1,' �a 20 . % 20 . % 0 -7 G 17 . x 11.21 8-F G e +, N . % 21 . % D{ ,G 17 . % 11.23 8 G 6 - 'S'..; l., s` %. 36 22 • % D{ ,G 17.35 12.24 B -F ,G 3, '!'S'd 0£ _�_ '!'S'd 0£ '!'S'd 0£ 26. a 19. x D-E 10.]2 ®(� �! 27. a �(� ®�� ®� ®E"1 �®� E'IIJ♦��T�FDm ®FDTI77 m�i ®E"1♦ ••. 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WNIENM ■MIN ■ OM MEM MMIMI ■Il ■ NMI =WM BEAM KEY 14FJ600 OK AT COLUMN SPACINGS SHADED THUS: 2. 14FJ10D0 OK AT COLUMN SPACINGS SHADED THUS: I 3. 12FJ1200 OK AT AL. COLUMN 0 24c 405 INDICATED. STEEL BEAMS (ANGELES METAL SYSTEMS. ICB0- ER1715P) -r{ 2.75• •�I II tl 8 88 0.219" INSIDE RADIUS, 11P. 14FJ600 & 14FJ1000 = 0.0713' 12FJ1200 = 0.101 Y COLUMN TO FOOTINGS COLUMN TYPES EIY FOR COLUMN TYPE 'B• & FOR ATTACHED STRUCTURE FOR COLUMN TYPE "C', "D" 8 "E. FOR ATTACHED STRUCTURE 50. L FOR FREESTANDING STRUCTURES BEAMS TO COLUMNS SEE DETAILS A. (2) 114' 5O. x .032' ALUMINUM B. 3' 50. B .0322 ALUMINUM C. 3" S0. x .048• STEEL D. T.S. 4' 50. xi16" E. T.S. 5. 50. z 456• F. 3• S0. x .075' ALUMINUM (MAGNUM COLUMN) G. 424424924 ALUMINUM TUBE 6061 -T6 A - F MOULD MEAN COLUMNS A 114RU F ARE Q.L(. FOR THIS LOAD CONDITION. RECEIVED CITY OF TUKWILA N C'1 Yr PE°BM)T CENTER G•ec, 19•1•n REVISIONS RupeQil C ngOneoTOng9 D�© CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 ■e.1 3,3. 303, ,y North / Suite 101 / Auburn. 6b 96001 / 206 - 633-7776 JOB TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13E12 8th ST. E. SUMNER WA 98390 SHEET TITLE STEEL BEAMS - ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH (3C P.S.F. LIVE LOAD) Jae HI 95004 CHECKED J.D.B INUYN T.O. /A M DATE JUNE 1995 7n SHEET NO c) A L U M I N U M B E A M S t0AD5 M METRY F F00110 SAS ! C CO[!MN YVES G GEOMETRY F F0O114 9ZES & Ca TYPES F FOO1INC SAS & C COURT TYPES G GEOETRY F FOOTING SAS It 0 011.1101 TIFFS F FOOTING gIES & COLUMN TR S L LOADS UVE I IRE. C HEIGHT S MAX. F FREE STATING T TTACHFD M COURT C MAX. F FREE STANDING A ATTACHED Y COLUMN \ \COLUMN G YAK F FREE S STRONG A ARAQED Y HEIGHT S YAK R Rill STANDING A ATTACKED M . - C MAL F FREE STANDING ATTACHED 1PoB. L LIVE FOOTING C COLLAR F FOOTING C COLUMN C FOOTING C COLUMN F FOOTING C FOOTING C COLUMN F FOOTITG C COLUMN C MOOING _ COLUMN F FOOTING C COLUMN . FOOTING C COLUMN F FOOTING C COLUMN 1 NO SLAB S SHAD T NO SLAB S SUB T NO SLAB S STAB T NO SLAB S SLAB T NO SLAB S SLAB T NO SLAB S SLAB T NO SLAB S C NO SLAB S SLAB T NO 9.A8 S SUB T NO SLAB S SLAB F 40 P.S.F. 40 P.S.F. 40 P.S.F. 3 , e' 1 6"4: 1e • 28 1 15 . 23 C C -G 1 11 • 24 0 0 a 11 B B -C 5 5' 1 ' l 12 • 30 1 1. N C C -G 1 12 x 25 8 8.13 9 9 -G d d I • 1 I8 • 33 1 1.X C C -G 1 13.26 8 8 • 14 8 8 -G d d 2 • 2 20 x 4 1 16 • 26 C C -C 1 13 a 27 8 8 .14 B B-0 2 . 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S 2 20 x J7 1 16 • 2 5 5-E C 1 14 . % 9 9.17 C C-G 1 14 r rte ? ` 2 20 .36 1 17.32 D{ ,G 15.31 0.18 C -G _ _ 112 x 4 I I5 : 26 5 5-E ,C I IS : 27 5 5.11 B B -G 9 96 1 1B•4 1 15.26 P P-L 2 24x26 5 5x72 8 8-G 9 9-6 2 13' - 2 20x36 1 16x76 5 5-C 1 15x30 9 9x11 - C -C 1 12 Y Y x fi. . . 0 0-G 1 15.31 0 0.12 B BG ' '4 7 7• 2 20x36 1 18x27 D-G 15a32 10.19 B-C 5 1 f1' 1 _: 1 18.4 1 15.78 0 04 ,G 1 13 v 27 8 8 x 14 C C -G u u' I IB . 4 1 1129 0 -E G 1 11 a 28 2 2.16 C C -G 1 14 2 'nay'.'' 2 20.35 1 16 2 36 0 0-E ,G 1 15.30 9 9.17 C C -6 t t1 � �,ajy 1 11 . % 1 17 x 36 D D- ,G ' '9.31 9 9 x 18 C C-G 1 11 ' • 2 20 x 36 1 15 : J, D-E ,G 15 . 32 10 a 19 C -E ,G d 5f 18.4 1 15.26 0 0{ ,G 1 11 v 26 2 2 x 15 C C -C 1 12 2 20 e 4 1 . 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R I ID .19 C C -E ,G 1 14 7 71 x 4 2 22?::: D -E ,G 1 16.4 I II • 21 C C{ A 2 �_ 2 25.36 2 21 . N D C ,G 17 x % 12.24 C -E ,G 22.4 I . Z D{ G 9 B -6' N N 11 4 1 19 . N 6 617-6E, 1 12 a 32 1 10 • 14 C C -G P 71 ■ % 2 20 1 21 D D -G 1 17.4 1 11 . 22' C C-G 9 ,Y 9 26 • 36 2 21 • 25 D D -E C 1 17 . % 1 13 • 75 C C -G 2 21 • 36 2 2.3x % 04 ,G 15 x 37 14x22 C -G • 8 i 74 2 - - N 22.4 1 18.77 D DT-,C 1 15.31 6 6.Ie C C -G 1 21 .4 1 19z 27 0 0-E,G 1 16x33 t t0a 14 C C-0 ,G 1 12 Y Y.1« 1 10 .29 5 54 1 17 .4 1 11:71 C Cz : :4 2 22•% 7 71 x79 D D -E ,G 1 17. 36 U Ux 75 C C { ,C 1 744 t 27.36 2 23•% 5-0 ,6 12x37 1 vffi C E,C 6' 2 24s 4 1 19.27 D D-E,6 1 16:33 1 10 .16 C C -G 9 9 -6 � 2,35 2 20.24 5 5-G 1 17.4 1 11.22 C C -G H 2 2 8 2 26 • % Z Z2.24. D{ ,6 1 15 x % I IJ a 26 C C-G 9 9' -6' 2 21 • % 7 73 1 27 D D-E ,C f fl : 31 1 11 x 26 C C - d d-6° 2 29 x % 7 71 x 71 5 5-E C : ::.23a. : :55.1: C -C • 9• 4 14' - ; �y'1Cy 1 24 • 4 1 19.22 0 04 ,G 1 16.33 1 10.12 C C{ ,C 1 11 ' ' '/` 2 24.36 2 20x22 D D-EC 1 17 • 4 1 11.21 G G 1 14 2 8 2 26 • 36 2 22 a 27 D D-E, 1 15 x % I I! 1 22 C C -E ,G 1 14' 2 9' 2 27 a 4. 2 23:22 D D -E ,C 1 19.37 1 14x75 C C-E, 1 11' 2 1 C 4 29 • % 2 24 2 31 . .4 N N x 36 1 15 • 31 C{ ,G 9' 1Y 1 14.4 2 20 . P 5 5-E ,G 1 17.4 1 all C C - 2 Y : 2 10x36 2 21.12 0 {G 1 11x% 1 13x25 9 96 7 7/1,% Z Z]a27 0 0,C 1 1Ba37 1 11.78 C C -G 9 96 p p:% 1 1: J2 D D -E C 1 19x% I I5. )1 C CC d d -6° J JI:% i ie :R D D{,C 2 29x40 1 161ID CG 1,4,.. j j 2 24.4 2 20 a 11 D D -E ,6 1 17.4 1 11.21 C C -E ,C 1 11' • • 2 26 . % 2 21 a 78 D D{ E 1 17 • % 1 17x25 d 1 2 27 x % 2 23 a 75 0 0-E .G l le . 31 1 11 128 C C -E .G 1 11' 2 9' 3 29 • % N N . 32 0 0.E .G 1 19 x % I IS x JI C C-E ,C 1 11' J 103Y . Jl . 36 2 26.33 p{ F / /0•46 t to x R D D -E .0 75 C - - - 27:36 2 26.26 I I v 7 1 14 • ! . 4 4 1 )1 - - C r re:: I IS : 31 C C- 9 9' -6' 1 1 • - 25 •% D - 1 20:40 8 1 1 6 - 25 x 4 - -E Si 1 19 x 39 1 15 1, 31 C C{ G 1 11' 31 v 36 2 25 • % D D{ ,C 2 20 .10 1 16 • 6 R . 36 7 7236 2 !1Jijj . 26 • 4 { { F m m x 40 I IB • 11 9 31:36 1 17 2 36 0 0{ ,G m m • 12 1 11 : % l l 1 . 36 7 76 7 25 11 4 - -E C p p x 10 1 16 • R R 9 3 R x % 7 77 . % 0 0-E-G 2 20 • 42 1 17 . % 1 1' R 10 2 R e 36 2 2236 2 % 2 26.36 { { ,G 2 20 . /t 1 17 • 4 C C-C 9 9 4 R R x 36 m m • 36 0 0{ ,0 2 21.4) 1 18 x 77 i i2936 % 29 6 13 1 d 2 6 2 26 • % 2 21.26 5 5-L 1 19:36 1 15. 36 C C C 3 3,36 2 26.33 D D13340 9 8 3 6 2 26:36 D D{ ,G 2 2,41 1 17 x 4 [ [-Es 3 31 11 36 2 25 x 36 D D -E •C 2 2243 1 12.57 C C -E ,G I II' 3 10 4 31, 2 29.35 D D{ ,C 2 22.4 19 • 36 D D-E ,C 13 . % 2/ 29 5 ,G 1 9' -6' 3 32 a % 2 26.33 D D{ 2 20:40 I I6 v 31 C C-G 9 9-6 3 32 x 8 2 27.36 D D{ ,G 2 21.12 1 17.36 { { , i [>� 9 i1 • % 2 29 1 36 D D -E C 2 21 : M 1 19 11 % C C{ C d d -e' 4 4.11 ! !I . !1 5 5-E ,G 1 23 . IS D -E ,C 1 14 Y 9'-6' 3 6 % 36 a 36 2 26 • 5-E , 2039 1 16.32 C C -{ C d-6° 3 3522' % 1 -E 2 20 140 1 16 • 33 C C -E ,G 1 14 3 32.36 2 27.36 D D{ ,C 2 21 • /2 1 17.36 9 21 x 42 C D-C ,C 2 14 %•36 2 • A ,C 2 20a36 1 16.32 C C { ,G 1 12 7 7 ! !236 2 11.4 D D-E C 2 20 • /1 1 17 • 36 C ,C 9 9'-12' 4 8 4 4 v 36 2 26 v 36 D D{ ,G T T : IJ 1 18 a 37 C C{ C c c3,44: 41 % % x 36 D D -E 6 1 12.15 2 2D: 40 C C -E G % 17 1 10 ® % : 42 3 32 .1 D D{ G 2 22 v n 21 v 42 C C-E ,6 1 5 9 r 3 6 7 32 • 36 2 26 x30 , ,G ,G 2 20 .4 1 16.33 C C -E ,G 1 11' 3 7 32.38 2 27.4 D D -E ,G 2 20,41 1 17.35 C -E ,G 1 11' 4 8' 4 4 . 36 n n.36 D{ ,G 2 21.44 1 18.31 C C-G ,C 4 9' r 4:41 % ,36 . ., 2 21.15 2 211.10 , ,G F 2 2 3 0' 3 36.47 3 37x10 D D-E ,G 2 22.47 21 2 41 D D-E ,C 15 32 .36 2 : 1 :--EE ,C 2 22: C - Y 6 7' 3 8 x 5 D D-{ E ,C _ _121 . R 1 15 x % C ,C d 14' 4 4 . 4 3 36 z 3 D --E ,C 2 2222:: 5 5 x 4 C C{ @ 126 9 r4.44; E J-E � r r3:44: 2 2 x 4 C -{ C C • • 36:4 3 33.4604,0 G G 2 23 x b T x 3 3 3{ G 1 BEAM KEY 140040M GUTTER OK AT COLUMN SPACRGS SHADED THUS: 4' I -BEAM DK AT COLUMN SPACINGS SHADED THU;: I 3. Y 1 -13EA1A LINK AT ALL COLUMN COLUMN TO FOOTINGS BEAMS TO COLUMNS FOR COLUMN TYPE 'B' & 'F" FOR ATTACHED STRUCTURE FCR COLUMN TYPE '1'. '0' & 'E' FCR ATTACHED STRUCTURE SEE DETAILS e)T 3 e 30 COLUMN TYPES A. (2) 11/2. 50. z .032' ALUMINUM B. 3' SO. x .032' ALUMINUM • 17 E C. 3' S0. x .048' STEEL A O '•ecISTERF%; lj�: D. T.S. 4- SO. 2 0754 �S70NAL ` 11' E. T.S. 5' S0. x 4456' F. 3' S0. x .075' ALUMINUM (MAGNUM COLUMN) G. 4'o4'x0Se ALUMINUM TUBE 6061 -16 I17P9A '3.319? RECEIVED CITY OF TUKWILA 011 eFCR FREESTANDING STRUCTURES IIILL.L. 28 A - F WOULD MEAN COLUMNS A THRU F ARE la FOR dole 08542 , ion I �� THIS LOAD CONDITION. PERMIT CENTER J08 TITLE SHEET TITLE G° an pert EnglInseTlin J9 Ono COMMERCIAL & PATIO ALUMINUM BEAMS - JDBHp 95004 CONSULTING ENGINEERS /CIVIL AND STRUCTURAL STRUCTURES 0ECKEO J.D.B. r, A WESTERN AWNING COMPANY ALLOWABLE SPANS & REQUIRED COLUMNS T 0 2 I 13612 8th ST. E. AND 'FOOTINGS WITH(40 P.S.F. LIVE LOAD) 1519 12.57 VON.] Nloo,Y North, / Sun. 10, / 4.04.n. 190 95001 / 2o6- 233 -7n6 SUMNER WA. 98390 DATE JUNE 1995 SHEET No A L U M I N U M B E A M S UYE LOAD a a M. IRO. MOTH GOCKlitY YAx COLUMN SPACING FREE STAINING NO SLAB SLAB COLD N TYPE ATTACHED NO SLAB 111 .Ei ®[ 5 t WWII emu E0 [> ® ®�MU MEMEM WEW . ®MEI IMM EDII31 MOI EOM .ECM •in ®MRS EIEN®UMWII mom® .MEN it.0 ®®® �� SHIM 17 27 D G WIEMEI EOM . 11 . 29 EM11E>E111ET[]® NM WWI OWN MEW WWII In1 g SIDINIV E> ®�MEWSOZ :IL IEmi 17.39 �E ®Om® ETta EIEi . x A MR1•EIEIEm® o RI E1tE7MEMlaws[>1E1WIiIIr ®.f3■ 111=1 E i [TN ®®� to Er �EEfO['LEE ® ®� CM NEWEWCWEI UMW WOW EMI MIEW WM .�E>EI�® a Emi ®E ®111[1EOIa WIi NNW EEVEN WEI MUM IEEE] UMW NM 1WM KIM B f7EID��[IEI� WWI KIM EMAQm MEW WW1 CDEF1® LOA NM .AI OMEN i it . 1IIMD E UM •®E3aTS' [#E1m[:3E]I� 113• E3£l EfTEJ [� .� ®® EQIi 1111911MEMIIMMDMILWA WAII OM]. ErEll UMW WEIC:111:13W3 MEW WM �arci 1IlEn1WIi L lfl �[� i�1[>m® I WM WWII E MD MOM WEI Emu WILE .ffi ®E E3l'.•1E IDElIA EDTE WEMI[WM WOW IMZE MEI MEW 11E15311 Ern imam LIM WWI 1rI EIU �[II MEW WM EEOi IRMOEETIOEE ®[7flWIi -- ®r a 1' JI WWW:31 EOM. MOW IIM:11 24 x 44 WWII LIM MEW E'iaEOMCA E� 20 • w WEE EM Et' EITEll ECM) I I EE n u E E' ®O ��[IIS7E?Z67WIEE a E1Eli ®E3a�WIEE ®WIE7 r INFM ECM MEE•.ITIFUIWILE WM Ifir !MA TU ®FIIIEW BMW /MIWIEE WM II rall== Win J.= ME WM maw WM: 511111111 W4515 WWI MAW IlL Di /111331 ..EE■∎∎•�. WM CQUYN TYPE ion :,,,, >� YAK COLUN .'® CQUYN FOOTING COIIAN •, SPAONG 30 TYPE NO $AB J TYPE !, IWM �D> ®EU�1I� WM ie IE0�1Em® 12ii NEW WREN II Imo® WWI �® EM MNErarEm � ®MD R WM NM t1a[IIDE inla EEi ®i)mI EE.DIIf•�WIi E� a IFW1IMEI�� WW •e Kamm Eni �® Imi .lam EOM/ miLI �NEM WM .I■ EF7 ®EElzlm��WIEE.r NM EPEE ®� ®� WM reii .FT1Fif1f7�®® ECii EMI WIENDM iwir 1i �E BMW Em ELI I' EM EE OEI o-G 17 a 35 EMI LEN'. d maim um D-G 11.35 [m ®' EMI ��EWA MIN WM WWI WItEEn ii w WILE WI E EMMEI •nit WM ®OmWII��® KIM @LM1I1 0lU w •�WIEE ®E siring Ell17WIIEEEi�1[IIiWIEE EM D WWI >Ei��® WWI II [mWI!El��®® MAW E��[m�MDMM NEW WW1 E1.' ri Elm WIPE NE D� E� ®® WM DIEM Mil WI EZI➢® II A l'l�1M EIID-E WM 111......I13111 ,IM MONI .1 ®® WMIII �Ex DID .TU11TTWEII C >a WILE Ems .uFUEIIm® ®® WM m WIVE MMMEll I EM KEW BEM E ®E3ElWI!® ®WILE WM .� . ®Ella 117WE1•DT®F EI[WM E 1 III D3 F3�WI�[II7[3Ci• Ie M FU ®�m3WWII ECii W13131En[BEZEWMIE3111TEEIZIEEMO 1 i UMW 2E1. O ILIMI IrEWI = v iJEnJWIi'MI !WM FMil E1111 IMIM ® -- - -- - .EEi 4_ Er ....... 0. ....EE� E® Win IMMEMINIPM1 NM WM .�NMI .WM t WOW - _. - - -. - -- EEE�M E►e7 -- SIM --. l WM WW /►� r Er= fir \ E_ MII EiZ�. I /� MN M� ®E � MNWI O.I[i MAX. GOLUN SPACING FREE STANDNG ATTACHED MC C= COl1M1 11111=111111 EMU] TYPE N0 SLAB Q Eillal Lfl.J1:112M fl1MCItZ. 111:30E511 Mg IMEIM WWII 1323 EMI l : c iWISE ®MU® .TUa 0311011216WWWW11111taum iiiNETEM11313 UMWEWII 13311 EMI *WA IM3 '®® e. 1s ® Df7M3WRWI N e.1s E ®E3fl EI ®MEI OWE piWW1 E>IE3 EMI EMI E11M11 lrIZE EMU IMO EMI E3E1 GEM �Em® ®Em® D �EmEMI 11.35 MD MIN Ma o -E A 17.35 1I . 3/ C-6 Em 11.35 11.2. ®. 03211 OWE.DE0 ®WIEl• ®®Em�i�OMGE= .z OTE3 EMI WIaEIEi® WITE1 Om LIME E>£IIWOOWE ®EMWISEEm•IME3FMB miIlE3XEll 01111 OEM WWII 113E3 MEM EOTEIEID EMS E» EMI GEM ®UZIIIMMIE>fmILTEH III WOW EMI FMB EDl®arri WNW iiWIWI ICIE311:121M WW3IEMEMEM IMMI1E>fEiWISE11132:1EE:7® �W ��m1® is®E313 WIfEIE31:3 Mil I®3- ®F1��ECM WEER EiID EMU 20 . a [E1 MIMI WEIMIIIMII UAW ®LIMEMEW TIME LiE 11 WWII EJIMO IIIMM1 MA IMM DE IDA WM I w ®WJ1 1E,mI ®OmE� WWII E3m cum ®DID OWE LIMN MI WIIIIMIIIn ORM WM EEC MrAll MIMI MM IMO WMI IMO NM UM= WWI We /MI 1�1♦1'■1��111.111 WM NIKNIIIMIll Mil own ■NEN MN II411111 MAN l■ - ----- .11111 WSW ...i....D \M...i IIMIMP MIN ...LEI /AN E...DMWII IIIII MMIP21 MIN WWI 1."■ MUM WWI MEM WM WAIN IMIll WWII MOM WIWI NMI UMW COUNT. TYPE 10' BEAM KEY MAGNUM GUTIER OK AT COLUMN SPACINGS SHADED THUS: I I 4" I -BEAM OK AT COLUMN SPAONGS SHADED THUS: 1 I 7° I -BEAM DK AT ALL COLUMN SPACINGS INDICATED. SEE SEE COLUMN TO FOOTINGS BEAMS TO COLUMNS Nir 0 FOR COLUMN TYPE '8' & FOR ATTACHED STRUCTURE FOR COLUMN TYPE C. '0' & FOR ATTACHED STRUCTURE FOR FREESTANDING STRUCTURES I uperit L ngEnescrOng, D�c� CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 amt v.9.r 3HA1.or North / 5.It. 101 / Auburn. a. 98001 / 206 -833 -7776 SEE DETAILS 30 JOB TITLE COMMERCIAL Sc PATIO STRUCTURES WESTERN AWNING COMPANY 13612 81h ST. E. SUMNER WA. 98390 GEOMETRY MAO EMEEZINI 0 ]YANK: NO GUN EIAB FREE STANDING ATTACHED m '- No SLAB SLAB COLUN TYPE WM WILIIILWILI ®UM W FEIN WOWS ®� E l EWAIME�EE1m�WM Jl® ELT ®m]I . W12111 m® 4:11 31 33 E 1F�Em11E�TE 0.76 ��® 31.33 ECII IMEEE Imo® EF3RED323EMS WWII MI1 ®EE sum ®EFL! ®Om ram WWII MD [� fl l0 I1.i.DfJ � ® 2.. 39 Marna. MEI LiM3 HEM MIM HMI MEW WM 03:1E3EM 1 Mil 13SE• : 9� G 11.75 E4- 1- �.Em 1 -[ 17.76 C -E G NM ®EmmEE EEi ®[120I3E• WWII EII7OEM EOM . . n: [Mil Emf Em ® .®I 14 . 133 i IEEE 1e . 3' MM E0 EDIMCTI]I 1e.n E33 Ev ®i 1E�f�KEW] - ElmWILEE111cn1t33v WM WWII OmWIEE WWI owl ®i W l 9111 MIMI ®LEM111laE7®® 1 ft I I r- E�3 OMEN ® MEN EIEI ® OMB E%TV1 ilI I WILE NMI 1 END ®M UGi Ern E�II-1 WILE NEM EIRE] HMI WM ETmMENMEMBMD ®EE VA E�WIEE.FU�EIIlWIi .� E O M W V ] 11 f 111M1111.1111 YAM NM WWI MN = NM IIM WM1 NNW ORM .® .LEE■E�E.Ei..Ei..∎E..i KOW 111 WM MN Ma WWINI MIMI /MI MN NMM I Efts ■.M M ∎ . -, M.M WS -- MN M■111 PAM WM NMI IBM MI■ ME MEI MN =IA LIM MI NEM LOW nu ..,...... MN MEW WM =1/M11=7.7 MN LIMLIMMIN MEN 11236 13.25 C-E G COLUMN TYPES A. (2) 114" SO. x .032" ALUMINUM B. 3" S0. x .032" ALUMINUM C. 3" 50. x .040" STEEL D. T.S. 4" S0. x 45i E. T.S5 SO. *60 F. 3' 50. x .075' ALUMINUM (MAGNUM COLD G. 4 "334 "x1Te" ALUMINUM TUBE 6061 -16 _* NOTE: A - F WOULD MEAN COLUMNS A 11160 F ARE QS_ FOR THIS LOAD CONDI TION. SHEET TITLE J. B RU CU EIRY YAx .. i1 SPACMD w T my m®®�10A ®=ri NMI WOW MIMSE ®�® L I 1 N11313 #1 fE1��® EM E�[>® WORN Eff! 11Om MEN Em1 19 x 20 LEM rE WWII 01,3 MI311 WWII MO MEW 0®. m n 1EnaLo MN ® ®WMMIZEf®® EFi isms 19.731i' ®® mow Erin .. 35 MEM WW1 ®WIC Win WC13011E21111 a 15, .FTffiEMEILERW NM/ ECM I ®i II ESE ' I �EIi> ®EO110EMIS -10 mein0flIL Ell Em LIMN EGLIMMIWIEE��WIi N ® ®6� ElEI E EIM . E1 0[1•E WWII EMI WSW ti® IUm MIMI MEW IE I F' I E � OE E� E3a Ei1EE3 EMS It]®WIEW MEW EEC ® ® ®IEEi ®E 1 ®� W .LfaEE4 iWIEEE�[ 1WIE1• E1 NUM IWIEEEUEICMWI_� MIN /AM IMF -� IWO MN II wm now FREE STAKING ATTACHED MINN 191 TINE 33011 4• MIA SEE NM ■4111111111111 MN MINN NM W..i =PM NIMII NOM WM WEW Mill ECii IMMI� IIIFIW WOW IMI ■ LIM111111 WNW/ MI MIIII I MEE ∎aMEN =1111111111=1 MI All NM Elm m■II ra■ mw WWI MEM M1111111 MN ....■E.i -i EOM WM MIN ./M MINI BI EEEEE E■ /MN MINI NMI ..1111EMMIIIIEEEE ■I∎ UMW IIMII MIN MU MN W II NM - - - - -- F- - -L WWI WW COW WWI lardm MEM LAM MEIN MEIW MEW RAW FrD 5' EEnErA..i...i...it• KIIMO MN WM NM /AIM Ems �.�..EED.WI.EE.\ 10 1 12 14 a b• RECEIVED CITY OF TUKWILA N Cct4 "99[i PERMIT CENTER a..•i.1i. ALUMINUM BEAMS - ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH (4Q P.S.F. LIVE LOAD) Jae NO 95004 CHECKED J.D.B. DRAM T.0. DATE JUNE 1995 SHEET NO L L IWDS COWRY USE LOAD 1356. ND1H N a a 3' COLUMN HEIGHT 99 =6 ti 174 FOOD'S SIZES 41 COMM TIRES MAX. FREE STANDING cOwLA F00DNG WA SPACING NO SLAB 764135 16' 3' -6 "/f 16' 16' N U M B E QOEIRY ?TUNED FOOTING NO SLAB SLAB 16.32 10.19 COLUMN 140E B CUTAN LEGIT MAX. COLUMN SPACING F001110 SUES a MUN TYPES a WIDEIR1 FREE STANDING AT1ACHED F001840 DAUMN FOOTING 0311A2I U4N NO SERB 948 TYPE NO SLAB SLAB TYPE 4ENGIT FOOING SAS 41 CO11R04 EWES MAX COLUW SPACING FREE STAKING FOOTING COWIN NO SLAB SUB TYPE ATTACHED 1001114G COLUMN NO SLAB SUB TYPE A M S 11 MAW MAIL C201161N HEIGHT SPACING 6100148 005 8 CAIRN TRIPES FREE STANDING ATTACHED 1DO1NG CQ.UIN FOOTING COLUMN TYPE NO SLAB SUB 140E NO SLAB Fai 1 a 35 D -E 1 16.32 10 .19 ENE 9.30 D -E G 17 134 11 , 22 17134 ECM 37 19 at D -E G 26.41 19.4 D-E ,L 26,35 X19. 30 D -E 26.37 19.32 n.72 17,34 11122 16.36 13.26 Bill MIRA 113131111111111311111 NAM' 111121 AMMIIII MEM 4' -6" MAI E� guirum. NM MIA 11•111 MAI =AMA u e- MA MAI EtL11r■ lid 16' 26.41 26 139 26.39 19 136 9132 18.36 13 44 26 Hill 18.37 14 2e lMM CA/ KAMM tom/ IMMEXIMWIMEN MIA 1MA EMI 1111M EMS E.E1113 . 191. 19.71 MEIN 19136 RH 19a 39 '16.31 ®. 21 • 36 20 • 40 16 • 32 '®' 111A3 IMIMMI ® EOM MEN IIIEMEIM EM Mil ® E .G ®� ti■1 sommis VIM NMI Aim 41 10' 12 ICI AM 111111 ELM NM NM AM VA MIN MMI _ET_B v - IIIII - - -- -- Wil 11111.1=1,11== MN VAIMMENVIMENII NIMIAMINE11■11=1 =en IFS =WAIIIIIIIIIICIIIM IIIIIML■ /_ \_ 10 ®l -� MOM -I -f r Illt■■ I. NMI MA MINNIE= NNW BEAM KEY MAGNUM GUTTER OK AT COLUMN SPACINGS SHADED THUS: I 2 4"I -BEAM OK AT COLUMM SPACINGS SHADED THUS. 3. 7" 1 -BEAM U( AT ALL COLUMN SPACINGS NDICAIED. SEE MA u 17 17' 17' 27 156 19 130 D -E C - 17 , 33 10 • 20 27 , 37 D -E C 17 133 10.20. C -G 27.40 D -E 6 17.33 10,20 o-c 27.42 D E 6 17.31 10.20 C-E ,C 27 a 36 D-E G 17.35 11.21 B-G ,E.G 17 a 35 12.21 CG E>m ECM G 117 27.37 27.40 21.12 19.36 19.30 BAD Ereci Ip.35 16.35 27,36 27 1 37 Dm 27,40 1F ] 27 , 42 27140 _ 194131 ET6! 17 27.10 i I 27.12 f3m MIME NM 17 ■- WI MINI IN EMI Q'- 17' II AM D [ c 17 44 35 12.21 C-C D-E .G 17.35 12.24 C-E 0{ D-E C D -E G D-E ,s D E C 164136 18.36 18.36 18.36 19,38 1914 D E G 194138 D E G 19.38 11 , 27 CC 11.27 C -G 1.27 . C-E 14 .27 C-E ,G 15 a 30 C -G 15 4130 C -G 15.30 C -E 15130 L 17 �- A L U M MAI MI1=111111 MA NM ES MI MIL ,W MNE -- Mil \1_ r ■ MINA MA MN MMJIMMII ELI WI OM 1 ∎, MN - -4. MA 17 r� WA MUMS -MAIM _r_ Is s I. 1* EMS X17 - FA NMI AMMO MA KW IWMMI MIMI = 18' 18' 18' 28.35 211. 37 40 26.12 79.76 28.37 26.41 28.12 20 a 30 0 -E 17.34 11aT B 78.36 .37 FS� D -E G 19.37 .74 , 26 C -G 28 28 . a E . D -E s 19.37 14 : 2B Lz 28.12 ®�� MONS fa =_I_ 18 ---__ -mot- s)Qii NUM E1FI EMI BMA WM El= E® 18' 18' 1-_ ►i=AMOIN_ Mme_ vim MNIM V�EEE__ �1__ MAMMA MAMMA MA - - -- ri 18' -AINI1_ -_ VIA AIM MEM 1 u' 12' 12' 11• 12' 14' 19' 19' 29 29,35 29.40 29,12 29.36 29 29 42 19' 19' 21134 21136 22130 -E! 11111 111•11 �NM 1- 19 19' 19' RN DIE .G 17 , 35 II , 23 B-C D -E G 17.35 12.23 C -G 32.43 81 101 MAX e1 COMM HEIGHT SPACING NO SLAB 8 30.35 20' 30.35 30.41 FOOTING SOPS ! COMM 14145 FREE STANDING F0011N6 D-E D-E D-E 18.35 ie.36 18135 11.27 11.27 1127 C-G C-E G C -E ,C CAA WIN A 11117 MINV MA 1Y M-- ME 14' _1_- AI 44 _1_- NM MA 1 �I MA MA ®� � MN IIM t_ � MA ®. Er_EE�.WI XIIIIIMMIII TEE M 1__I �� ETC/ MA 11ECA KEA WM NW - m ��_ WA AA AM MI MCA Ell WIN 19' WM AEA WA FM 9 19' 1M1 WAIII rall MEI I Ems. ®. ®. COLUMN TO FOOTINGS FOR COLUMN TYPE "B" 8 "F FOR ATTACHED STRUCTURE FOR COLUMN TYPE 'C', "D" & "E" FOR ATTACHED STRUCTURE FOR FREESTANDING STRUCTURES BEAMS TO COLUMNS SEE DETAILS (). ca, AMMO MAIM MN MAO LIM OIL\♦ - AIM M _- 19' W Rim 14 14 19' 174 99 =6 11 19' IIIMI IA/ 11111 d ATM. 20' 20 20' 20 20' 20' SLAB 22,30 1'1.32 22,34 COLUMN 130E D -F G D { ,G D -E 0 -E .G 411AGI D NO SLAB 17 . 35 17.35 17x35 SLAB 12 , 24 12 124 COLUMN 710E B C-C C-C LOADS 1418 04112 U4E LOAD 3 3' -6" 4' 4' -6" 5' -6 6 AI W AIME NM MI IMMO MN AM MIN -_- - _- d ward MAMA COLUMN TYPES A (2) 114' S0. x .032" ALUMINUM B. 3" S0. x .032" ALUMINUM C. 3" S0. - .046" STEEL D. 1.S. 4" S0. x 74446" E T.S. F. 3 S0. x .075" ALUMINUM (MAGNUM COLUMN) G. 4 ".4 "x416 ALUMINUM TUBE 6061 -16 .,, J RO4 � Ri• --, N. 411:° 7 1>. _ 7 /Igi0AI E;`d`�� NOTE: A - F WOULD MEAN COLUMNS A THRU F ARE 5117, FOR 1HIS LOAD CONDITION. G°3upeQa E�vtinesTOng9 Ono CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 net 9,1e7 41'9^.87 north / Wile 101 / A1,w,.1. n, 96001 / 206- 833 -7776 JOB TITLE 1 SHEET 11111 COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER WA. 98390 RECEIVED CITY OF TUKWILA NOV 1 J4 41::. PERMIT CENTER 81• 41 ALUMINUM: BEAMS - ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH (4G P.S.F. LIVE LOAD) JOB MO 95004 CFip0ED J.D.B. 064841 T 0. DATE JUNE 1995 23 SHEET NO S T E E L B E A M S was IEiDYETRY =NIL ..1:r,>23•.JI „\I; >� { mammy MEN 3,,. >Y ;..n•' \r,:> �1 I Af r TRY YAK COLUN SPACING �•Ui'HF-., ®� � I �� 0 ;..n •'■ ' >�� r I �013aR1' rl r MAX. YA �ACNG SPACti � FREE Ti .� -,: >-M STANDING I•.'u "i2-: >1♦ ATTACHED a 'riI fr MAX. MAN SPACNG0 . _2 1&'(i: FREE STAPLING >Ri \ii: >� ATTAOfD WADS 7DT MDM mt OA LOAD I, LOAD TRIG. IADlh •1 f r YAK COLUW SPACNG FREE STANDING ,i I: . 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I6! ��[!I 9E11 icafl C -c c-E,G "IrEll MEI ®IlaiM /0111121 3LIEM IEaTi[21� U MI I ®E3131" u.7E3aaIMIP . i ®EnMMYlN i ' i i'G71 ,��jj�ry -, I ©t�IMIi1® ®131[30 14' 15' ism IM ®� 30. x 3z.36 26.30 C-E c ��®Ei n I n 1 MIE]� i �F:mImEi�IDEME:Mi11 1�E>El�E'n®EIFlMOM • MID t m:i131MIE EMIMEMMU I11m130M 3137 .37E EN M1EDi MMC N ®lnimfi��I311i�a M IMIOM I ®F1iE]ImaB1 :OE'7IFMS�1ffi1Ei SAC 112030 - , .t�I�18, WW1 &MEM FEII OWE ?>MMOM ®in MOM 111111 I ®121[1• 15 �� ®O � ® ®® 0111:311M �� ®�� i 1 ®is .3B L ��® WE 10 �� ®i M® I�Q 1 ®135 Mil urw-i i@mirnEwm mem MMUM EMI mEl• SEMI OM mMI MEM ®FYIf31111l.7ETISEMI annum' ui Ery.z...... WITEN FMB Marl BEAM KEY 14FJ600 CK AT COLUMN SPACINGS SHADED THUS: 14FJ1000 ON AT COLUMN' SPACINGS SHADED THUS: I 3 12FJ1200 OK AT ALL COLUMN SPAONCS INDICATED. STEEL BEAMS (ANU[[[S METAL SYSTEMS. IC80- E31?ISP) 03 HH2.75' u u 8� 0.219" INSIDE RADIUS, TYP. 14FJ600 & 14FJ1000 = 0.0713' 12FJ1200 = 0.1017' .075' TYP. T COLUMN TO FOOTINGS FOR COLUMN TYPE 'B' & FOR ATTACHED STRUCTURE FOR COLUMN TYPE C. 'D' & FOR ATTACHED STRUCTURE FOR FREESTA.PTING STRUCTURES BEAMS TO COLUMNS SEE DETAILS COLUMN TYPES A. (2) 1N' SO. f .032 ALUMINUM B. 3' SO. f .032' ALUMINUM C. 3' 50. f .048' STEEL D. T.S. 4' 50.. 3f.' E T.S. 54 SO. u 316' F. 3' S0. f .075' ALUMINUM (MAGNUM COLUMN) C. 4"•4'x3%" ALUMINUM TUBE 6061 46 KKE- A - F MOULD MEAN COLUMNS A THRU F ARE QK. FOR TWS LOAD CONDITION. IE....6 12.gE!II. 1 tRECEIVED 3" ' �'' $t.' CITY OF TUKWIIA PERMIT CENTER G°3anp ©n C ngOnse r im OL© CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 West Vtll•7 Hlgn.o7 North / Sun. 101 / Auburn, 1113 98001 / 206 -e33 -7776 JOB TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SIJMNER WA. 98390 SHEET TITLE ST -EEL BEAMS - ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH (40 P.S.F. LIVE LOAD) Jae No 95004 CHECKED J.D.B. DRAMM T. 0 /A. M. DATE MAY 1995 SHEET NO 24 S T E E L B E A M S LOANS 409EIRY FDO1M0 SIZES & COLUMN 11PES GEOMETRY FOODIC SAS & CO.U1I1 MS 0 4EOE1RY MOONS SITS & COLUMN ,1143 1 a mire KIIS6C SAS & (14M11 MS MWEIRY FOO1 IG SOS & mIYE TYPES HOODS UVE LOAD 1RB. MOTH •• UMW HEIGHT NAIL cam SPACING FREE STANDING ATTACHED • / HEIGHT MAX COLUMN SPACING FREE STANDING ATTACHED .4 HEIGHT 6 MAX. COLUMN SPACING FREE STANDING ATTACHED COLUMN HEIOIT NAX CUNN SPACING FREE STANDING ATTACHED COLUMN HEIGHT 6 NAI COLUMN SPACING FREE STANDING ATTAQLD 1 B. 6DR1 UVE LOAD FOOTING COLUMN TYPE C -G EGGING COLUMN TYPE 8 -G FOOTING COLUMN TYPE C -G FOOTING COLUMN IM& 8-G FOOTING COLUMN nil FOOTING COLUMN TYPE FOOTING COLUMN TYPE 0-G FOOTING COLUMN HYPE 6 -G FOOTING COLUMN TYPE D -G FOOTING COLUMN TYPE B -G NO SCAB 21.34 SLAB 17.27 NO SLAB 14 . 5 SLAB 8 4 IJ NO SLAB T1 .. 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IS 10.20 C -G C-G B -G 3' 6" 8 14 - i l' �;, \l;•V v lamL'' 3 6" TI . 35 17.29 D -G 15.8 8.11 B -G 9-6 12 10.29 18 C -G 15 . JI A . 14 1� [r° ? ��® .712:. m 88 =6 14' N 436 19x30 D-E 6 16 . 33 16 9.18 16 C-G 9' 6' 17 24'" 19.31 19.33 D-E ,G G 16.31 16 10 '2" 10.2D B-G 21.37 1 1 43 9 l7 v ]1 1].35 D{ G 0 -E .6 5.8 15.30 B a 11 8.14® E 1 14 ®�� . JI D{ C 5.31 8.11 ® ®® ! -�� 1� l� 1/' .. 39 24441 19.32 19 a . D{ ,C D-E 4 433 _ 16.33 9 x 9.16 11 • 22 C -C C -E,G B -C 11• ! "�•y'5, : TI.10 24.42 24.37 19.35 19 4 29 D{ D-E ,C D -G . N 16.31 17.35 10.20 12 . N C -G C-E .G B -C 4 WWI mF_ 14 #1' TI . 36 17 . 27 D-G 15 • 32 6 • 15 6-6 Y 12' wpm 16 . 27 D-6 16 a 33 MEI LIM 0 Y31 - W� E-' W En] [] D -G 16 . 311 10 . 5 J� C 4748 11 36 19.28 D-G 17 .. 21 .36 21. 36 17 4 29 17 x 31 D -G D-E G t5 4 322 15 x 32 8.15 6.15 6-G 6 I® f • IIII® 18.26 18 s 31 D -G D{ C 16 . 8 Is . 33 16 . 13 IIl IU H �'� m RI�a RED 0-E F i• . 31 10.20 i0 a . 10 . 20 ® EMIR 5-4 ' 1. . a9 24 .. !? - 30 -- Om. D{ .G D4 G 17 4 34 17 a 34 11 v 22 11 . 21 C-C C-C 9'-6' 12' ` >. 21.37 24.40 19 4 SI E i ,G 1/ . 5 2.24 6 -G 19.33 04 G 17.35 t2 . 24 C -G 21 4 E 27.38 17 . 33 17 4 27 D-E C O -G 15 . 32 16 4 73 8 a 15 9 .16 ® 11 Em 6 18 a 33 D{ G D-E C D -G 17 4 34 17 .36 11 .5 13 v 25 C -E .G C -G 14' IIIIII. ;rh, '>,' , • TI . 42 24.41 19 • 35 -( '- ® EOM 19.29 11m ®1177RM. 4' 6" t M II �' 14 1 #1 ®E� 11 . 21 I® - E7CTi • ? .�`,` M=EM 1111121 EDO DM EEM111113117317 �ll7l� LEM 8 { ! • • .•• - t.5/ 'i ' fl ,• 24. 39 24. N Erin 4' 6" 22 . 6 72 a 5 D -G 16 . 37 9 a 16 ® 9 . # D- G 17 . 36 13 . 25 C-G IE� 21 • 41 19.51 11 • 37 11.27 Nil 71.8 22 s 36 73.36 .31 17 4 33 17.27 D{ C D{ 4 D-G 16.8 16.33 17.34 9.18 9.18 E� 1 : C{ ,G 14 ® r 4 41 18 . 33 18.27 D{ 4 D-G 16 4 N 17 435 11 . r 11.21 I® �� TE�� 22 . I2 IB 4 8 0{ ,C 0{ ,G . 8 17.35 ®® 11.24 '- C{ ,C - 14 11.E x . q 2M1 • 2 D-E G I9 . 35 D-E ,C 19 a 30 D-G 7.36 l7 . 8 10 . J1 13.25 13.75 I] . 28 C -E G C -E ,G C -G � " \yF 71 . It . 12 TI . N 1943.3M01 17.37 14 4 27 19.35 17.31 N . T] 19 . J] IB 1 8 15.7➢ EMI 5' 8 �� 11' 10 422 M . 22 BC 8 ®� �:: 'S;s. 'r,'n •..' 22.42 R� 1I • 24 ®® I� �;.y'• '4 r ,, 73 v 2 III�E� 78.28 D -F 0 -E C 18.35 12 . 36 17.26 C -G 8' ;}` ,X C -G 5' 23.38 11.29 D-1 17 434 1:.29 0 -G 17 . JS 21.4 2 19 . JO D{ C 16 . J7 13 v 2B C -C IE� r � . N 19 . 33 I)�R�II' I® �T�� 15.29 73.35 22'44: . 1] . 31 1] x 33 D{ G 0-1 .0 17 431 17.34 10.22 10.22 ®�� ®16.31 22 x I2 18x33 D -E G 0 -E 4 1.35 17 • 35 1.. II . 24 �� ®Dm 23442 18.34 0 -E F 0 -E 4 18.35 18 • M 13.26 I ®� C -E 4 x9.2 21442 D{ C 19 . J4 D -E 8 . J7 18 x 37 IJ . 5 I3 a 5 C -E C 14 4 �! v �''' �"` 24 . N 24 . 44 16.31 D-E 6 ID x 35 NOM 5' -6. �� " 17.27 D-C 17.35 .124 II • ` ' n 21.12 I8 x 27 D-G 121•36 13.26 BIM El n �^ • -. ' 24 • 43 18.31 DC 18.37 14.26 C -C : `.• �`� �.. 1l,'i� ti'. ;l.? `,.• 75 v U 3. M D, 19136 14 430 C -6 y''r' �r T6 .43 20.36 I6 . 31 6. 24 4 8 4 1 17429 2-1 17.35 12.24 1 ®I ® MIMI ®15 4 5 ��MEI D-E G 18 . 36 EMI I® EEMN IE]GI .; II ®� ®I J��®� � � C-G I ®M 75 . U .. u D{ G �� 1 19436 14430 C -G rm. 1 ®MN' 26 . U 26.1 20 • 2 LOOS � III'.1!.')♦ 20 32 . 6 ' 1C e '• . s.--. ` 4. '. 25 . 30 17.33 17 . 33 D{ 4 D -G 17435 16.36 111. 36 12.21 13 • 26 13 t1 a ®I%� ^" ; ,✓ ,} +�'�,'. 21.12 25.12 ®18 t8 . 33 88 a 3Y 33 D-E 4 D-C D-E G 18.36 16 a 37 18.37 13.26 11.26 ®[jT • " . •� •:'IFr�� 24443 . 0 43 25.43 16.31 19 v 35 � 0 E D 0 -E C 18.37 19 • 38 S9 8 14•76 15.30 ®� ' 'y`r1 '�5.gg :., 'Tr TS . U 26 . U 5.43 19.34 0-E 21 . N 0 -E G D -E G 19 . 8 19.39 19.39 11.30 15 . 31 15.32 C -E ,G C -G C-G Jl]F '� ". `l" v n. -� 1 26143 27 v N 7 4 N 20 436 111.33 6.31 C -E 4 22.6 © C -C 2222 4 36 l III '®' I® 6 OEM IIIIIEFI♦ EMI `s OQi�'. W! �.' Q ��, }! . ;A,>' • . •.: • "r 1 J, '' }may' }. .. -f at • + 4� 25 . 8 25 . 38 17 . 13 17.33 D -E 6 D{ C 18.36 a26 13.16 EM EERIE a 2'MEI E! . IIIIM 26 . u EMI D-E t9 .39 15.32 C -E 6 K� ' x7 . N . 78 �� 16 . J9 HUI • . 30 18.78 17 . 3T 16 • . N 0 -E G 6-6 19.36 19 a 8 3426 14.8 ®d '•'ri T'.' ;� . . 'Liu° '. ,S ®1:.1) 20 . 37 0 -E 0-7 18.37 19 . 39 ® E'om. [{ , . �', .. !T' ' .. } .2.7�A .1 . u_ 1. 35 0 -E 0{ r 19.36 50.52 IS • 30 78.33 II M' C-C ,, .a..' ` . 4 .. 44 FTEMN'.R 0-E E D{ 0 19.39 20.41 15.32 16.35 C -E G C -r. NM . 'X ^ 27 4 N 29.45 27.30 18 153 24.40 E'� ®WMME �, 63.8 28.36 I9 . N 19.31 0{ C D{ G 19 4 8 19 v J5 f 1 4 8 14 c WM Lc'. ®20.7] at- D{ G - ®® 19.39 15 a 32 C-G C{ r num 1 I ®Ft's IILC'31� 0 -E F D{ 10.10 s 2 E 3IR (� M;:::14',..,,,'. 29 4 N m . N 0 -E C 0 -F 20.41 10 . N 16.35 16 . JS 5 -E 6 C -E C I[1Qii I�'>i 15, 79.1 • ® ice IMAM 20.40 24.40 E').� ®� E�.'1♦' 28430 8 8 30.35 19x31 22.31 D{ 6 -0 19438 19.10 00 11.30 15, 33 E'er MM. ''.. :.I 11� ' •'"v:®�II�. . :•. '";�'.I��E'm NMI ±i' ®.' fin} rM "..r ".. r '. s ' �� I'�'' D -E 10.10 20 �� ®I® Mri♦''rn':n• MM 14' 18.44 30 a 45 E 54 I^ 0 -0 G T0. 41 21.43 16.8 16457 D -E C KM `:J♦ 15• 5.45 31 .45 24a . MMMEM�Q„')! 29 .2 ®�E' MALIN 6, 22.36 64 G 19.10 ts.33 E� EMU U '®•' ®� NM �I�0UM IFLlQ:J '®I1m� � III -- 30.45 30.2 L 0 -E 6 25.1 D{ 21 4 U 21 4 43 18.37 18.37 - G C-C S R 1 . u 31.45 5. 2 ��MEM 5.42 0{ 22.44 18.8 C 10' Kea RIM �. U • .?;y , {� '_S_ inn',; '-•* ' O 8.8 32.4 12.44 21x8 D -E D-E G 19410 5.1T 15.31 17x35 ®�_ '� '.> • . '..�. '�, C';'aT'' • "''.• ,• •• >8 3i/1 &' . . : ®__17. U 17.31 S] ®_�_ .'fit %' 13 13 ®_5.Il 11.79 DE 0 -E 21.2 21 444 11.78 19.8 �_ �_ 14 14 30.45 71.15 25.11 D{ 27.11 D{ C 21.43 21xIS IB 4 J7 II.2 ..0 C -i C 15 A.0 35145 5.42 &-C Za.N 18.E DA .0 29.43 D -E G 5.b 5.41 CE C 9• E . 8 32.8 24.36 24.8 D{ C 0 -E 5.41 5 . 42 17 4 34 17 v 8 KM E i I V N1 Burn IIII ®F� III® 1:47] 0 { F 21 . N artn Em 20 .40 u -- my. Em MEM WM E . 45 ® 0-E 6 72 x 45 10.40 D -E C KUM 8 4 45 5.43 � � [fl] 32 a 8 35.8 24.36 25x40 0 -E 5-E 6 5.42 21 .43 17 • 35 16.37 �_ � - ®1® 4.7E7 5.42 D 2 G 12 . N Erin '�'i um � tm HEM 0 -E D -E .G r . N 22 a N '20x62 32 415 N . 45 ® D -E EMI x2. IS . 4 19 . W , . 42 D -F C - M (� NM 15 8. 1 8.45 76 . U ��(� 30.54 MEM DIEEI E773 I. 10 5:15. SE�'•,Y 33.8 35.35 2155 440 ,40 6-E 6 DE r 4 13 x443 18.77 Ie.37 Ei m �i• •11 U IIE�42'.1x �5ETh 0E 2:.44 ]E4SII 1i 1111��+• ' ®ii�!1 ®F3]��E D -E C 22 . N TElmi LIl��m 31.2 71.0 ♦ice 0 -E C D -E 2/33 4 17 x47 5.17 SLIT :--06 6 c 1I'){l 17 8.45 8. 8 . 44 IE;7i4•JI�EUW IE 70xNII��Em 11' • ''Q .1 'r . 'r 8. 8 3548 25 440 5143 o-4 0{ G 21 .43 22.44 18.37 19.E ®.• :'�; 12' ®5.43 26.42 D -E D{ G 22444 22446 18439 5x44 0 -E ,G C -G 13' 33444 8.44 27443 5.K . �5412� 5 4 10 14' 34 . U 36.43 D -C '." ?s . N 24 xb 5.43 5.43 0 -E ,G C-E G a 0' 15' 35 . 43 8447 8. 44 21. 43 32.44 '®22445 i i' R im 35 4 35 35 a 8 26 • U D -E 12 a N 19 . E I ij 1®CM ECM IIE1 ® 28.43 D-E 22.16 5 4 4o 1 E'EMC>• MM �i REED ®� II ®I 0 -E 23 x 47 6 5 x 42 ®6 : D{ 4 12 35 4 u 35 .45 l E•''� m. �� . 47 8.47 3 .44 .2E7 REM C{ c . N I'� IIRIECI f?T ®ILMIN 12' ®''.�'T^ Z 110 ' .. 27.44 64 D-E G 22. N 22 U 19 x E 5 4 b MUM ® ELM IIIII�� 12 /MTh a: 4 /: D{ 21 ■ 46 ® �II� ®E:✓� Ma ID 13 E�Fii1�F®OMLEM IIEa('S'1�� ®® 11 Imo.' 14 :. 35.47 34 8 4 32 4 45 0 -E S 24x50 22 .45 C -E ,C III U 15' 36450 . ©�TErE!i ELIM 33.46 23 . 47 12 27.44 11 { G , 22.46 5.40ISM N IIE�� ®1' K! I�� ®� I ®� 76 a 47 ® 0 -0 24.50 22.45 D -E G 35.50 35 v =® 23,47 41 13 NM 11' 36 • 2 27.44 5 • 44 04 0-E 6 22.46 23.47 20.10 5 a 42 E'!V EWE KM d 12 � 4E' ' T '2Ff3II MCI V �'� IUD 13 13 'fi J�� r• 0 -E . �FTD 24 150 ®® I'� ® ©�1Q3� t4 35 , 47 8 4 51 E ® 0 -E 24x50 25.51 72.25 23.47 D° 6 0 -E C I� • 15 - WIWI.F IMRI M -_�-� 35 4 2 5 . N 04 G 23 4 47 2.42 _ MAW ' 35 ® ®I:�IIEIl� 7 �I� DE'II� ®R� ®, 8.51 I"USH Di- 25 x 51 23.47 D -E C X77 • _ - - -�� '. 1 • Q [lmi U 1 1 8 a 42 36 .44 5.44 30 445 0 -0 0-E G 23 v 47 24 149 5.42 72.43 NMI NM IIEMIC1111 iwn313, 8.46 . 4 04 : 6 24 . 48 , 6 . 4 6 ®1:211f ®I MZ111 NMI 0 11:12111 EMOIll® BIM KIIIMMIE1® " - 1113:111® LIME NM 0 t4 8.51 8 . 50 ® F1] 0 -E G 0 25 v 51 26.52 23.4/ 24.48 D -E G 0 -E 0 1EMN • 15 tWigLLLLLLLLLLLLL� M►_-MI - \I-IIIIIIIIIII�IIIIII� 14 35 1 44 36.43 8.45 8.45 D -E 0 -0 24.48 24.46 22.43 22.43 E'LIE� EM III EM 12 E>�11' 31 .11 E 24.2 i F�IMEM ®M ®M ��#1�®ff� � J 0-E 15.51 ® tern 0-E C I 8.5D 8.50 f -E 34.44 D -E 26 x 52 26.52 24x16 24.48 0 -6 G D -0 6 r M -I - -- 15• 14 8' ® ® 11' 36 a N 35 x 47 8 445 31 • 46 D4 D -E G 24x46 24 • 49 22.13 22.45 D -C .0 C -E G E']� 12 ® �� Fi J1 . 47 8 a 47 0-E D-E G 24 x 49 24 4 51 •F 22 445 21 • 47 ®[L� DE, C ,G ©® I'1S1•i RI I t3 w;��maF D . 17 N . E D -E F 15 a 51 5.52 � 25 • 47 24.48 3 ®� o® �11� 0{ G ® 14 8 . W .�- ® E 26.52 24.48 7 04 G mem 15 .... 15 34.47 4 47 31.04 31.46 0-c 5. 44.149 14.49 22.61 12 a 45 /MN NM _� -mmi.. BEAM KEY 14FJ600 OK AT COLUMN SPACINGS SHADED THUS: 14011000 OK AT COLUMM SPACINGS SHADED ANUS: 12531200 OK AT ALL COLUMN SPACINGS INDICATED. STEEL BEAMS (ANGELES METAL SYSTEMS. I0B0- ER1715P( HH 2.75' S '4 0. o iv 9 II 0.: 0.219' INSIDE RADIUS, TYP. 14E3600 & 14FJ1000 = 0.0713' 125.1200 = 0.1017' T 075' PIP. 1 COLUMN TO FOOTINGS COLUMN TYPES FOR COLUMN TYPE "B' & 'F' FOR ATTACHED STRUCTURE FOR COLUMN TYPE "C, "D" & 'E" FOR ATTACHED STRUCTURE FOR FREESTANDING STRUCTURES BEAMS TO COLUMNS SEE DETAILS A. (2) 114' S0. s .032' ALUMINUM B. 3' S0. Y .032' ALUMINUM C. 3' S0. s .046' STEEL D. T.S. 4' E. T.S. 5' 50. s 411 F. 3' S0. s .075' ALUMINUM (MAGNUM COLUMN) G. 4's(sih" ALUMINUM TUBE 6061 -T6 Hai A - F WOULD MEAN COLUMNS A THRU F ARE 0.0. FOR THIS LOAD CONDITON. RECEIVED CITY OF TUKWILA 461 2 2199E PERMIT CENTER loos. 3.31517 a.. REVISIONS Rupc rf C nerve Qaujg D�© CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 51.41 Vdl.7 24..33 6artn / Suits 101 / Auburn, Wo 98001 / 206- 633 -7776 JOB TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUAANER WA. 98390 SHEET TITLE STEEL BEAMS - JOB NO CHECKED ALLOWABLE SPANS & R;QUIRED COLUMNS DRAM 7.0. /A.M AND FOOTINGS WITH ,f40 P.S.F. LIVE LOAD) DATE 95004 J.D.B JUNE 1995 SHEET NO 25 LOADS 211E IRO. LOAD AKIN MAIL CGLUMN SPACING FREE SIANDNG NO SUB SLAB TYPE NO SLAB SLAB NMI LEM `i MIMI UDE I v; 3' -6' tx VE ,G LL m yy✓. D-E 7 WIZINICIKEll 1131:M NEM .F. 4' IMO ITMEMEMBEERKISEM EMI NM IIIIIIMIrn1 CUM KIM 101: IZEMIll MN , : EMI MEM NM WiM lE]Q2i';.. �''`..;% MN MN NEM NM 36 • 40 1 135 D-E 7' N NEM ®�. [� m IFFE1511FAKIII:rwlowria NW 0 34.42 26.41 3 7 22.45 -10 . 41 • A ' i 34.A2 26.41 D -E G 2.45 20.40 ilTaii EIBM 34.42 26.41 D -E 2.45 20.40 FM 34.42 76.11 D-E 22.45 221.19 1. 2.46 30.42 D-E ,G 73.46 21.47 WI L1� �!♦ LEM Uri Mali Nom wieurrorawnweiim m IBM IFZMIEMTEMENNWnmErti NIVAM 1111 illIZIMIIIMIE 107Qi� _�_ t 3' - ICI �� ■�m� 1101ST• �1.��1� MEM W" MIN 5' 5' -6' 9 10' 11' j2' • ▪ 1▪ 4' 15' 26.35 19.30 D -E G 16.32 10.19 26.39 26.11 26.35 76,40 21,36 D4 17 • 31 17.34 It•36 11.22 D-G 11.22 C-1-.6 13.26 C -G 26.40 16.32 36 .6 20.40 16.32 16.40 21.36 0-E 20.40 16.32 30.40 4.35 D -E ,G 20.0 17 , 31 30.40 4.35 0 -E F 20.41 17 . 34 30.40 24 • 35 D -E 10.41 17.34 20.41 17s34 S T E MO WRY FOO1N6 9ZES r COLUMN TYPE YAX FREE STATING ATTACHED COLUMN FOOTING 221U13 E FOOTING COLUMN SPACING NO SUB 0 TYPE NO SLAB SLAB 136E 27.36' �, �T 17 • 37 Ll� iMy? 2,40 ELal i 27 . t2 1� D -E i a I� r` IEZMINIKEIKINEMMIM - .. EWE ma - . .• 1� i.K;.. OID Bm i .. ECM ISIMINIZENIMETZM i.K >.hi 11.12 3, `,rizi 27 a t2 11TT<ii 0.E = .`:.,✓ 2.12 I ' i PAM D E urra i� 17' 36.43 1 i 35.17 Mir it i 36.17 F.11Rl 31.13 ILISIEEMEMMILMILMNI 41 FIllErl ran 27.36 27 a 37 27.40 27.42 27.37 2.40 27142 27.10 7.40 27.40 27.42 2.11. 42 17' 26.422 2e . /z 17' "2:44; 3 D -E C 17 • 31 10.20 B -G D-E G 17.13 ID . 20 C-G D -E G 17 • 33 ID a 20 C -G 17.3.1 10.20 C-E 6 17.35 12.24 B -G D-E C 18.36 14 a 27 C -G D -E G t5 . 36 N . 27 C -G 20.39 16.32 C -E 0.E G 20.40 17.33 C-F G D-E G 20 • 40 17 a 33 C -F G 20.40 - 17.33 C-E G E L B E A M S O£OE1RY 0001010 SOB ! COMM 796033 MAX FREE STANDING ATTACHED INN COL2MNN FOOTING - CCLiA.:4 FOOTING - mural HEIGHT SPACING NO SUB SLAB HYPE NO SUB SLAB TYPE MAO COLUMN FOOING MAN FOOTING COLUMN SPACING NO SLAB SLAB - PIPE NO SLAB SLAB 116E F001ND EIS t COIUl1 1166 FREE STANDING MAX. FREE STANDING ATIACHE0 COLUMN FOOIING COL17YN FOOTING COLUMN 1768. DN SPACING NO SLAB SLAB TYPE NO SLAB Q. TYPE YD131 LOA LEI= OMNI 177 3355 ®IICBM II HMI OBIS . ®MEM 75.31 CZE1- e.n 15. 17 MOM 3' -6 . ;n 16.37 14.1 26 C{ C 26 a 36 20 , 30 0 -E G 16.36 13 , 25 C-C 2.37 20.32 D -E G F11.40 20.34 D -E G 18.36 13.15 C-E G 19.40 .It N 0-EC 17.35 12 • 23 C-F G 291 42 21.36 D -E 17.35 1 • C-F G 26 a36 20.30 D -E 19537 14.E C G 2.37 20 • 32 D -E G 19.37 14 v 76 C -G 2.40 21.34 D-E .5 16.36 14.27 C-F C 16.36 14.27 C-E C 29.36 '• . 36 6-E G 19.13 15.30 B-4- G 21.39 21.32 0 -E C 19 • 36 15 • 3D C-F 29.40 22 115 0 -E G 20.39 16.32 C-F 29.40 22.35 0-E G 20.39 16.39 C-F 29.42 23.36 -_ • 20 • 41 17 • 34 D E 21 a 42 1B , 35 C -E G 9-6 9 E 21.42 16.35 C E A 1 14 D -E ,G 2. 44 19.36 C -E G 9' -6 0-E 22.44 19.36 C -E .G 1 D-E 22.44 19.35 D -E C 1 31.42 26 , 37 D -E .G 11.43 16.36 C -' G 18 31 , 4R 26 . 37 D -E G 21.43 16.36 32.44 28.40 D- ,G 22 1 45 20.39 - ,G 18' 32•N 26.40 21.15 ]7.44 76.40 D -[ 2 . IS 32.44 26.40 0 -E 22.45 10.39 ,G 331N 28.12. 33.4 26.42 +3.46 21.40 C -F *23 1 46 21.40 D-E 0 -6 18' I 11 33 • /7 30.42 D -E D -E 223 a 46 11.40 D-E ,C D-E G 24.4 21.43 C -E ,G 6' FITTI 1012•11111111M14111 Mal m 17' • MINI ' 9126 m Min �i �_� ‚45 MN Ii= •MME11■411MIN 14 Lei - 917 FM -�� 1�CM m a��tsr�� • =�- •ri BIM NM 41 _ _ AMINE INN m MN 17' �� • IC 23 . 4 21 , 42 �- ,G 30.36 2,30 D -E .G 36.36 22.32 D-E G 22.36 D -E G 36.a 2.36 DE 30.36 30.36 30 • U 30.43 22.30 22.32 22 • 36 2.36 0 -f C D-E G D -E G D-E 30.36 72.30 D-E ,C 19.39 G 94 20' 36.36 22.>Z D -C C 19.36 • 36 , 22.31 2-3 19.39 .'� 30.43 22 • 36 2-3 19.39 LIM NMI - Lim Min 6 - _ u IMO c 1a M G L1tDEi NEM MEM D MEI Irk IIMIN 30,11 I1 24.35 0-E G 20 v 40 20' 30.41 24.35 0-6 G 20.40 20' 18' 19' H• MEM TICS NMI MEM KZA ��- 11 -� �!♦ 1111111. -a�� r� �� m NEM _- �_ MN IKM 4' 1 NM 1121E1 EWE III ®__UM KIM MOM EMU 131111M OW MEM 111111 OWN • 42 L1�7 ®Ti UM MEM 111423 MEM Ellt1 11EMEA1 111/11 MEM MU ORM . 44 iitu Elam =LI MEN 3[31i.fP • 13�''r J f! 31.47 .97.10 0 -C G 23.47 . 1 3-1 x . 1 3M IIIIMMEIE -- INN =IAN -4- �- w ,� C 12' 8' =I- 9' 10' 20' 15' BEAM KEY 140)600 OK AT COLUMN SPACINGS SHADED 1FAOS: STEEL BEAMS COLUMN TO FOOTINGS IANGELES METAL SYSTEMS, ICAO- ER1715P) 275° FOR COLUMN TYPE 'B° & T° FOR ATTACHED STRUCTURE 2. 74FJ1000 OK AT COLUMN SPACINGS SHADED THUS: rs FOR COLUMN TYPE °C°, '1' 8 '1° FOR ATTACHED STRUCTURE I I 3. 12FJ1200 OK AT ALL COLUMN SPACINGS INDICATED. 0.219° INSIDE RADIUS. 16. 8 14331600 & 143331000 = 0.0713° 12FJ1200 = 0.1017° 1 .075' TIP. 1 FOR FREESTANUING STRIJCTURES BEAMS TO COLUMNS SEE DETAILS COLUMN TYPES A. (2),w SO. z .032° ALUMINUM B. 3° 50.2.032' ALUMINUM C. 3° S0. 2 .048' STEEL D. T.S. 4° S0. 2 916' E. T.S. 5' S0. z 111 F. 3' S0. x .075' ALUMINUM (MAGNUM COLUMN) G. 4 °24'•9x' ALUMINUM TUBE 6061 -T6 ROIL A - F WOULD MEAN COLUMNS A THRU F ARE 0.0.. FOR THIS LOAD CONDITION. RECEIVED �- 3,31.11 1 Ci'Y OF TUKWILA NOV 199f-, HaiveQ4 EngOnsaTOng9 Once CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 west vole? 1466.07 North / Su7. 101 / Auburn, 64a 98001 / 206 -833 -7776 JOB TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER WA. 98390 SHEET TITLE PERMIT CENTER ks 11.3I•9b emu. • ,2SSi4L I STEEL BEAMS - ALLOWABLE SPANS & REQUIRED COLUMNS AND FOOTINGS WITH '40 P.S.F. LIVE LOAD) REVISIONS Jae ND 95004 I CHECKED .D.B. T.0. /A.M. DATE JUNE 1995 26 SHEEI M0 3.622- .274 r� 7 r 4 (0) k (0) OR 5' (0) lorma PR. 200 10 3.000 MMMEER MAGNUM POST ( l 6005 -15 6005 -15 OR 6061-16 (G) 0R 3006 -H391 (8) STL ALU.1875 TUBE STRUCTURAL 3 x 3 POST ASTY A500 CR -B (D) & (E) GRADE ' 51EEL 601)4 4+16 (1) Y: 6061-16 1.000 7 f 17.485 12.31.16__J 1.500 S0. --{ NIL R .010 z 90• ((2) I 8 • .�s 3.500 NI1R DMU wIP 0 6061 -T6 .375 R - -j.270 1.310 .775 300 .031 R (2) .250 -i 1.700 75 -1-- .032 114' COLUMN TUBE (Al 3006 -8391 250 075 •� 46 .062 R .027 R L T- 'C' HANGER 6061 -T6 3000 - 760 t = .075 j7:1 7415 1 t I as . 9G• I ? . 8 I = .075 .125 16 60114 +" 50 -I 1.000 r .062 R 375 1.750 r I -BEAM SPUR" 6061 -16 24.000 2.000 -- I I_BJ1M s 6061-16 4.000 MAGNUM GUTTER FASCIA 6061 -T6 1 3.692 --I MAGNUM GUTTER S'U> .710 --1 -I- 1-.710 6061 -16 SIDE FASCIA 6063 -T6 - 375 1 71"-L L - I R SEE 0ETAIL 1` /- R1.472 -v S 2.536 -- i-- - .710 3.700 4.150 4.150 4.150 AWNING DECKING PANEL 3006 -0391 4.150 1700 RECEIVED CITY OF TUKWILA HA1 R 1.609 AWNING CORNER 6063 -16 des, lelI=n • REVISIONS [ up ®Qt E gO 1 Tfl1 g9 One CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 MVsl Valley leoM / Suile 101 AuEum. Via 98001 206 - 633-7776 JOB TITLE SHEET TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER WA 98390 Joe NO 95004 ERMIT CENTER COMPONENT DETAILS CHECKED J.D.B. C.D.B. 0 % L / DATE MAY 1995 SHEET HO MUNN •,.E B O• • WE GENERAL NOTES Ilk 13 FIN GRADE OR SLAB COLUMN PER TABLES C -G W GR 60 REBAR STEEL COLU91, a'e STNNIESS OR GALVANIZED ROD W AUNNUM COLUMN., 2 PER COLUMN • RIGHT ELM p SR R He a IN* v 414' O 5.500 (1) P•'0 a 3Y BOLT f V•' e TEK 1.547 2.406 ALTERNATE I SCREWS (2 EA SIDE) — COLUMN POST BRACKET -' —I_• ih" ■ • 8 ' IH± •r } ONLY J' 0., r 3' CLR FTG PER TABLES, "DIA' a 'DEPTH' DEEP F00066) A 20' DIA a JO' W/ 1 "e WASHER R "'._"'_"""" t =0.12 .062 R .• • I� x 3 POST BRAG(ET 4 V e M () i OLY BOLT W/. I II■I) M 2 ' I_J 2W' DEEDED • 1.35. 0.C. 314' (MIN.) N.T.S. 6063-T6 CONCRETE y• O O BASE PLATE II . 1• _ 4 V.'e ZAMAC NAM DRIVE ANCHOR ((ILIERN Z.N W/ 105' EMBEDMENT 0 1.35•o.c. B -B ( I (0 COLUMN 'F' ONLY 1121EL SEE SHEET /1 FOR DEFINITION OF PATIO COVERS, DE OETNL FOR DETAIL IF 901 PATIO. SEE GENERAL NOTE /13 FOR ALL ALUMINUM CONNECTIONS W/ STEEL BOLTS 3 FOOLING DETAIL - FREESTANDING STRUCTURE 26 MTS. N.T.S. 6 W a 2' . 4' W/ (2) WI BOLTS • 2' O.C. 890006200 3' Me4. CONCRETE YAB BELOW GRADE. STEEL \ COVER ON ALL . 9' O O -. A� C, D OR E BASE Q (A -36 STEEL) PER TABLE 15.0 BOLT (2 PLACES) 214" P COLUMN A - 114' SO COLUMN 1140 COLUMN CAP a 0.032. Om ) 314• (MIN) THICK CONCRETE SLAB 1 I I Al STL Q Ye' a 214' a 4' T I _III; ! ! 1' f NO SLAB ADD 2" FOR A.B. PROJECIWN �. MN ELEV. _ 1 1 4 2' I- 21 WO 811.15 O O 114 EA (TYP) 'RAMgT 7RUBOLI' EXP. BOLTS k EMBEDMENT PER TABLE /UI 14 /11 12' > / • . e • e = a A (2) iie DP. BOLTS W/ 214" WEN N EMBEDMENT A -A i •, I • • 1 • > ' SEE I F NO FOOTING OR SL .: W/ COLUMN TYPE 'A'. IN CONCRETE HEM_ SEE SHEET 12 FOR DEFINITION OF PATIO COVERS, SEE DETAIL © FOR DETAIL G t1OI PATIO. 9 31' (MN.) EXPANSION BOLTS W'� THICK CONCRETE 214• MN. EMBED N SLAB CONCRETE, BOLTS PER TABLE — FREESTANDING P9IlO COVERS 3" COKR 14 TYPICAL, TOP t 801 FOR FIGS DEEP It OVER FOOTING DETAIL — ATTACHED FTC PER TABLES, 10E1" (wiz A 2D 4 rs A iY DEEP 15' FTC 24' 561880 W PLAN) STRUCTURE$ © FOOTING DETAIL - ATTACHED PATIO COVERS lair R.T.S. OfOOTING DETAIL y9 PROfE.'.. FEES/ •�h. G E,� / QPO L0 ` AJI a •< /a ®jPON q�� F y 'r* V, Z: C3 / I 9 \V� 4r67 . •��Lr �I LOP Sf ••�.fV •�r.. /� ` 1 �. t' T y ' • l („ 13'� S 1 i QA! N A , \.. !. Ai_ 5,gp PROpe pN /� rrc .�P U. r� I. 0��..wwryry�� ^�I,,,,;;j�lC, J �•, I r.,. _�� • 7 i '�/ Z , %�., I `,, t7 '� t.IS 'lq � �� - '•'1Q4 •'q.,, > •, ze TOF N.T.S. i A -36 STEEL COLUMN TYPE BASE 1 PUT/ ANaM]R BOLTS • A SEE 2/28 FOR $Y DETAIL 0 900 TYPE BASE t PLATE E7D'ANSIOH BOLTS C = r 50 a .048' ASN 446 GR. C D = 4' S0 a Ye' IS MN A500 GR. B E = 5' S0 a .07 1S ASN A500 GR. B • F = Y 50 a .01; YACMIAI POST •G = 4' 50 . Y• ALUMINUM 1100 •SEE GENERAL NOTE /13. • B SEE 2/29 OR USE SAME AS COLJIY9 'C' C D E ii.° a 314' . 9' 4Y a 414• x 10' 34' a SN' . 11• (2) Si' . 3• EMBED (2) Si" a 3' EMBED (2) 9i' 3' EMBED C D E F Hi . 78-- SO Ste' s SO Hi . 9' SO Ha' y Y 50 He ■ 8' SO (4) 681 e 4 35' e (4) SS" a (4) SS" 0 4 Si" 0 ��,,.•••°• t .. OF oa1�a 12.31.9s. 1 I (P. .1 • F 2/29 OR USE SALE AS C UNN "C" _ 23 I -* / J. B/0 I R , tom: loam ••'S I. •{ I I • c Si• . 415` A 10" I (2) W . r EMBED 4171 t�� RECEIVED G-L /=_ CITY OF TUKWILA RECI$7EnF'• [7� 41• ''ONAL ''.' fN r') < .y •) a.,i( t. A-36 $TETJ. •� GENERAL NOTE p3 i•1• e..crl.11on W. REVISIONS rRupxrEt EthigO tesoliir jq One CONSULTING ENGINEERS /CIVIL AND STFIUCTURAL 1519 W..1 Volley Migh.oy North / 5.11e 101 / Autw. Wo 98001 / 206- 13.33 -7778 JOB TITLE COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. $LIMNER WA. 98390 SHEET TITLE PERMIT CENTER CONNECTION DETAILS — POSTS TO FOOTINGS J0BN0.95004 Z. 0 SHEET NO DECKED J.D.B. DRAWN C.D.B. DATE MAY 1995 1.547 (USE 80.15 5110981 ON COLUMN TO BEAM DETAIL MEN USED AS COLUMN CAP) (0N18 COLU*N 80.15 91 BRACKET OEP1H) .750 BOLTS TO BE STAINLESS, ALUMINIZED OR GALVANIZED 8/ e MASHER OF SAME F01109. 214' BOLT SPACING 1 COLUMN EWE COLUMN BOLTS ANCHOR BOLTS B (2) 00' (2) 1111 1 (2) 00' (2) 00'• 9' CD am 710' 'r 1 L1 COLUMN SHOE 3006 -11391 t =0.30 COLUMN SHOE N.T.S. 6005 -15 1 '61 J 0RAI1SET 1RUBOLT' E0ANSION BOLT OR EQUIVALENT FOOTING DETAIL - COLUMNS 'B' & T ATTACHED STRUCTURES N.T.S. Plate 8 Hem AS111 A568 0.0 =250si, T.S. =458si Rod: 1040 Steel, Y.S. =480si, T.S. =84ksi Foist,: Antler shill be coated with doss 1 6111 decho parting. hen 0.5 to 1.0 lnI thick. 2Ns' . 114' SLOTTED HOLES (8 15 TEK - (1) PER CUP, (1) CLIP 0 EA. PANEL INTERLOCK 98s14'IEK. o.c. DECKING PANEL 11 y LADIES 0.5. = Yield strength T.S. U11. Tensile Strength PLATE - 7GA (.180') MAGNUM GUTTER HELIX - 9GA. (.150') 30' U . 4' ��rce 12.31.9(. I 7' I BEAM (4) We . Y' HE8 BOLT BR5T 70 '1' -BEAM 4!) KY 0 "y' H19 BOLT i. )1T •KT TO'9 BEAN AWNING ANCHOR 3 : 3 POST BRACKET 3 s 3 POST BRACKET SEE 3 s 3 POST BRAOIET 1H'e COL TYPE 'A' ONLY 3 . 3 POST BRACKET SEE (2) A307 COLUMN 540E 315' HEX BOLT I T1s, s 314' HEX BOLT YAGNUII POST (TYPE 'F') MAGNUM POST (TYPE 'F') OR 3 . 3 ALUM .(TYPE 'B') OR 3 . 3 ALUIE.(PIPE 'B') el f0011NG DETAIL - ATTACH® PA110 COVER MAGNUM POST (TYPE 'F) W/ NO SLAB OR FTG OR 3 . 3 ALUY(TYPE '8') N.T.S. WANG ANCHOR MAGNUM GUTTER TO POSTS TYPE 'B' OR M COLUMN PATIO COVER ONLY N.T.S. O4' 1 BEAM TO POSTS TYPE 'B' OR r COLUMN PATIO COVER ONLY N.T.S. Rupart Ensj eerr8ng9 [Inc CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 weer an, Niphao7 North / Suite 1n1 / Auburn, We 90001 / 206 -1533 -7776 JOB TITLE 5 YYk11R POS15 29 TYPE '8' OR 'F' COLUMN PATIO COVER ONLY N.T.S. COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER WA. 98390 SHEET 011E RECEIVED CITY OF TUKWILA NOV ,1 2 1996 PERMIT CENTER CONN —COL TO AWNING ANCHOR CONNECTION DETAILS - BEAMS TO POSTS, FASCIA em. REV101061S . mnhss J.9 120 •EOISYt: ,. ptttN AL�..�. Joe No 95004 CHECKED J.D.B DRANK C.D.B. DATE MAY 1995 SHEET N0. 74 WEAN GUTTER DECKING PANG 18 • K' TEK • 8' 0/C TO ENS AIL . Ahhk (A -36 STEEL) (1) BOLT EA. SIDE OF (A -36 STEEL) Liip„ � (1) BOLT EA. SEE OF 6E13 Q Ff I TYPES 'B' IiYr,iY.' • COLUMN, t 'C. COLUMN I - - I - - I I C C DECKING Y.••riW� °• _- INSERT PANEL • - - ^ - T - 1 $CROLL K'f • Yi ICI BOIT rK" • 2' HEX 80.T1 _J ITS" COLUMN TUBE COLUMN TO A1L °'.. - - $ 1 BEAMS SE - SHOE. COIPONEN IS T >R __L ��- #II p SEE 7 • TYPES '8' I 1♦K•,-0K" COLUNJ & 'C. COLUMN _ _ _ _ Is' -'Y MY { ' NSERT .. 1.4 V4-7-4 Y. & . SEE P • COLUMN TYPES 'B' & r. • COLUMN 1 1 - - - 1 - - - 8.•_& II +KTTK�I :! :� NSERT - (A -36 STEEL) N.T.S. ED 1IF /8 •Vt. MK, 8' 0.C. USE C0.WN 910E SHORN DTL 2/29 AT TOP OF TYPE "B' t 'F COLUMNS USE COLUMN SHOE SHOMN IN DR 2/29 AT TOP Of TYPE 'B' & T' COLUMNS \ AMNNG DECKING 18 • K' TEK. 12' O.C. •1 PANEL ® r r K TEl(- (1) PER CUP, (1) CUP • EA. PANEL NIFRLOCIL A CUP SEE SECTION ABOVE i I 1.I LLII 7 I BEAM L LLLIII PANEL OLCKWC IB • K' 7EK, B' O.C. 7 { I �PAANNr r-- MAGNUM GUTTER - ' 18 • K' TEK 8` 0.C. OSIDE FASCIA TO PANEL i USE COLUMN SHOE SHOW1 N DTL 2/29 AT TOP OF \ TYPE 'B' t 'F' COLUMNS -Ij I' u 4' I BEAM 1 SEE SECTION/v ABOVE (4) WO A -307 • Yl HEX 60.75 (4) K'f A -307 • 1 HEX BOLTS II 30 N.T.S. (2) 71'1 • 3/4" \ nu A -307 408 80.15 SEE SECTION ABOVE 19 QppFFSSIQ ®� , of W ni. F, y 0 T , - i �! ,1 y 4S I �' ,48 ' 111 �• 44S 91� � , \ ' CF EMI IMO • C A -36 M 3f•" • 33/4' • COLUMN wDTH + 5" $7L A -36 q Y9' • 2' • 5' (2 REM)), SPACE INSIDE CLR OF COLUMN MKS H.'. A307 BOLLS •COL 8010 + K' HEX BOLTS. (2) i'f • Ca. TYPE b' t T' (2 N'f •COL. TYPE 'Cub' k ) UM. J' SO • .048' STEEL. 4' OR 5" T.S, 3' SO. ALWNUM MAGNUM R COLUMN OR 4' S0. ALUIENDM NON PATIO ' nn ma I 1 I 1 J S7L A -36 q Yr' r Ai' • COLUMN BIM + 5' SE A -36 11 Yr" : 2' x 4" (2 Rum, SPACE INSIDE CNJi OF COLUMN 'ONUS H.'. 7 BOLTS • COL NM + K' to awls. (2)) 64 •COL TYPE '8' t i (2) 7YY 0 COL TYPE "Cub' t 'E" 3° S0. r .032' AUIYNUY, 3' SO • .048' STEEL 4' CR 5'T.S., 3' SO. ALUMINUM MAGNIN AUNINUY A — NON PATIO _ MIAWAIP AI, •r • I I I nth i YH ' ► •NI 1 •�• „ I 1 ��•��))) I J • L A- COLUMN wDTH +35'. SE A -36 R K' • m' • 4' (2 REVD). SPACE INSIDE a& OF COLUMN MINUS W'. A307 BOLTS x COL IDIH + K HEX BOLTS. S2 11'1 • COL TYPE b t 1 2 M "f 0 COL TYPE 'C; D' 'E' J' 32 N ,/ "' I I I I I I I 1 I I J POSTS - PROpe1A I -S•31,11 I 4D �anwnn OT` �Fw'O�T 4 I X44 �0 PAOf d f► �E'C./ 9 xMi .0. JiO. 1 7W. %�, g J. 8 • * • • / ' ' ' i m f P G• 1 i f =_ t l 3-•'.T '�/ cl�E�i.��` f DF \O �, 1 I I L _ ((("`1.11- I I I L BEAM TO I I L °MAGNUM N.T.S. - _ TIER - _ TO POSTS J' S0 • .048' STEEL. 4' - -�- ALUMINUM MAGNUM COLUMN OR 4' SO. ALUMINUM C IT" POSTS - NON PATIO J3(0032iN 4. I BEAM TO 441NAL,a,. !,qq Iov�E9 42.81.9 {� 1VE3 OF T UKWiLA (00 _ 4'....,'. ea•. f a•s. io I•,. .v.. Or N.T.S. t; N.T.S. REVISIONS ROpCPf EnglIWOO[78ng, 0ui6 CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 1519 W1 Vao•r Highway None / suit. 101 / Auburn. Ma 98001 / 208 - 833 -777e TITLE JOB COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER W?.. 98390 SHEET TITLE CONNECTION DETAIL R�A ENTER NON —PATIO BEAMS TO POSTS, FASCIA SCROLL COLUMN TO ALL BMS JOB HO 95004 7 n 30 SHEET NO CHECKED J.D.B. AWN C.D.B. DATE MAY (995 cs OS00 W J_. 1:131N3O ilNti m O0 c_ r m BOEING EMPLOYEES ACTIVITY CENTER 10500 WEST MARGINAL PLACE SOUTH TUKWILA, WASHINGTON 98108 AREA MAP GENERAL NOTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. DRAWING SHEET N0. INDEXR„r 04,) ,,/____ ,s, SHEET SHEET TITLE BLDG. ADDRESS: 10500 �n� MARGINAL n W. PLACE LAGE SO. TUKWiL.A,WASHINGTON 98108 / ❑❑ FROM DOWNTOWN SEATTLE 0 1a o, 0 T -127 5 KENO COUNTY AIRPORT OFFICE CENTER (FAA) 6, S / Inks Cj 9O 2C y? ` 5 e\\\4 \ 1 T r'. 9 9, � jO ��. YDT N / i 99 ..// s \ 111 �� ® �/� // i U 900 v ■ S BOE ING ACCESS F.D • , Q Q A � ' a N EXIT ' PROJECT CHECKLIST CODE SUMMARY L C M -2 (HEAVY INDUSTRY' (CITY OF TUKWILA) ) AS ADAPTED OR AMENDED BY LOCAL. ORDINANCES, UP GROUP A2.1 & A.3 CONSTRUCTION TYPE FLOOR AREAS: TYPE II —N F.S. (SUB. FOR ONE HOUR) BUILDING FOOTPRINT 34,639 SQ.FT. �— BUILDING GROSS 52,500 SO. FT. TE PERMIT FIRST FLOOR 32,457 SQ. FT. SEPQUIREO FO SECOND FLOOR 20,043 S0. FT. R`msCHANICAL OCCUPANT LOAD FIRST FLOOR — 1602 PEOPLE LECTR'.CAL SECOND FLOOR 315 PEOPLE U(AABING ❑ CAS PIPING BUILDING HEIGHT 35 FT. I� OF TUICW DIVISION STORIES 2 olraC vl., .- HANDICAPPED REQUIREMENTS BARRIER FREE FIRE PROTEC110N FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT SEISMIC ZONE 3 _ FiLE COPY WO\� ?I�n CiTec I apProvcls ire � \�� FROV G� 1 ncle'� YEi Ih TI IT 4\Q Q F�� I lie ,'TI nn ui any S �90J�i n e p4 L ce. Itl.c Ut of con C c t.'.en cde of ;;UcknnW d9ed. /�,�� _ Ni, _ V -�-- CITY OFE'IVED �zi_��7s —care L�NOA L ' y9F__) PERMIT CENT PROJECT SITE \or/ �� 57 1 E IT 900 �I) I� iI SCALE 1 '�� FROM SEATTLE TACOMA r- 9 -150 C A I� _ \ 1 \ 599 EAST MARGINAL WAY TUKWILA CORPORATE PARK 99 AIRPORT BUILDING LOCATION FROM KENT & AUBURN I�I` I10 NO RLYISION Br APPROVED OATS REVIDOE Br APPROVED ArefrIZEZAW FACILITIES DEPARTMENT ACCEPTABILITY TT oalcH ANO/oR mECIPlcnuoN 5 APPRDVEo APP OM, BY DEW o94. I M. DITTMAR CHECKED 0 -96 UBDTL TITLE SHEET LAST REVISION SYMBOL DATE S. BEROSIK cacao 10 -10 -96 APPROVED AP PRQ ED TIRE BUILDING 9 -150 ARCHITECTURAL MASTER D.0 SLIM Al JOB No NOW. 9- 150 —A1 EXPIRED