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Permit D01-321 - KING COUNTY TRANSIT - STORAGE BUILDING
K.C. Transit Storage Bldg 1911 East Marginal Wy S city of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: License No: TACOMSM012K0 KING COUNTY TRANSIT FACILITIES Phone: 11 EAST MARGINAL WY S, TUKWILA, WA 98168 METRO ACCOUNTS PAYABLE SBANNEX -5432- 50706- D50314, 821 2ND AVE, SEATTLE WA 98104 MARC DALLAS 20 SOUTH JACKSON STREET, SEATTLE, WA 98104 CONTRACTOR TACOMA SHEET, METAL INC Phone: 253 475 -7400 3711 SOUTH M STREET, TACOMA, WA 98408. * * * * * * **le * * * * *•k * * ** *•k ** k * *•k * * * *•k * ** k * * k* k* k** k****** kk** k * * * * * * * * ** *** *•k * * Contractor OCCUPANT OWNER CONTACT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 102304 -9066 11911 EAST MARGINAL WY AOT DEVPERM M2 000 North: 12.E 0 South: Sewer: Slopes: Permit Description: PVT`.' GAR . ERECT A METAL - : 24'X 36' STORAGE BUILDI NG ON SITE. BUILDING IS'. IN ' KIT FORM k * Eck* ** *' * *4ksit•: ******************* k**** * *kk* *:+c•* *k*kk*** * * *k *** *** * * ** *k* *'k•k***k * * *k, Construction Valuation: ..$ 19,440.00 PUBLIC' PERMITS:: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No Flood. Control Zone: Hauling: Start Time: Land Altering: Cut: andscape Irrigation: Moving Oversized Load: Start Time End Time Sanitary Side Sewer: No Sewer Main.Extension: Private: Public: Storm Drainage: Street Use: Water Main`. Extension: Private: Public: * * * * * * *•k * *•k * * * * *•k * ** k****** * * *•k * * ** **** * * *•k **** ** * **** ** Jt * **•k *•k *fie ** k* k *** * *•k *** k ** TOTAL DEVELOPMENT PERMIT FEES: $ 534:56 ************ k * ** ** * * ** ** ***kk ** **k* * * * * ** ** **** * * ** *k ** ***k*k * **** * * *•k *•k *•k* *fit * *•k Permit Center Authorized Signature: 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 wor I am authorized to sign for and obtain t h i s development permit. Print Name: DEVELOPMENT PERMIT Fire .0 East: VAL VUE N This permit shall come null and void if the work 180 days from the ate of issuance, or if the work for a period of 180 days from the last inspection. Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: (206) 431 -3670 1 Phone: 206 684 -1332 Size(in): .00 End Time: Fill: DO1 -321 ISSUED 11/14/2001 05/13/2002 PRIVATE GARAGE 1997 N/A .0 AM"et-..5‘.1./ Date: / / —/ i/ Date: . . 6 I is not commenced within is suspended or abandoned !.' LLi'. fitJ.'. .�:LA:..h. {�..vi.1•inA'lj:W3`.L dcJr,ess : Suite: Tenant: ;Type: DEVPERM ar`oe:1 #: 102304 -9066 11.911 EAST MARGINAL WY S CITY OF TUKWILA * * * * * * * * * ****•k *•k k * * *•k k*• k*• k•k * * * * ** * * *•k * * *•k•k * * * * * * * * ** k * * *•k *•k * * * * * * * * * ** ermit Conditions: . No changes will be made to the plans unless approved by the Engineer and tiie Tukwila Bui lding:"Division. All construction to be. done in 'conformance with approved ;plans and requirements of the Uniform` Building Code (1997 Edition) as amended, Uniform Mechanical. Code (-1997 Edition), and Washington � S Late Energy Code (1997 E d i t i o n ) . 'Notify the',GCity of,;; Tukwila'Buiiding Division prior to placing, °ny concr e:te. This ,. procedure is in addition to any requ i raments for ~speci a l inspection. Validity of Permit , The issuance of a permit or approval of p 1 ans; r'spec i f i cattons, an d `computations shall not be con- ='.str,ued to be a permit :for:;, o r an approval of, . any violation f44 nay. of'the Provision's' of the building code or of any Cher Ordinance of the Jurisdiction. No permit '? presuming to ive authority to violate or cancel the provisions of.; 'this :: oo`de: sha l.1 b;e va 1 id E permits' 'l1 be >obtalned through the Washington, r�;t' e s ... . .. Sty. ate. Divis_�ion.of.•Labor and Industries" "and all electrical rdrk ;iwi i 1 be inspected by, ,that'agency,.(248 -6630) X;l.l perm-i ts, inspection ` records`;, and approved plans shall ,, v,a.i la,b a at the job 'sita-prior t,o the start of any con s,t`r?uctiorr. ;,These documents are to be: maintained and avail amble unti = 2 final inspiection. approval is .;granted. ** *FIRE DEPARTMENT CONDITIONS * ** Thee attached set of plans have been reviewed by ; The Fire ,Pr'e.:vention'= Bureau and are acceptable, `with the f o l lowing concerns: The'�;to;ta l number—of fire extinguishers required for your estab > ;,. ,i s calculated at one extinguisher for each' ar. h' 3000 sq. ft of�' area •t• The extinguisher,(s) should be., of the "All Purpose (2A, 106 C) dry chemical type. , Travel distance _Y. fire extinguisher -• ingui 75' less. (NFPA 10, .3-1'.1) Portable fire ;ex,ti ngu i shers >sha l 1:' be : ` securely '. i ns to 1 l ed on the hanger or in the. bracket; supp l i ed, placed ;:;`i in cabinets or w a l l recesses. The 'hanger or bracket' :shall be securely and properly anchored to : the :mounting'surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is. not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 11. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) Permit No: D01 -321 Status: ISSUED Applied: 10/03/2001 Issued: 11/14/2001 i:'ro1s i V C Oot.Y. ,(Y i n.S;4 7.1 rA .,A.,} ;,jw,Yhun.v 3;:,,..:'Se..�.a �.f.je 4�k i 4.:iiit:t, �.>✓. �a1.�[N, :T�r ±=�iupii"In`'w z Wi re 6 0 N W I J H u. : w O 2 g u. a rn� I w ? � 1- O z r- LIJ U� O D- C w • w to iu z F= _ O �.. z i;+rii 'f�if:S 12.`:Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1-6.5) . :Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the ;applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company w i l l be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) Exit doors shall -.Y be`;openab i e, from the inside without the use of a key or any special `,;knowledge or effort. Exit 'doors shall riot' be 'locked, chained, bolted, barred, latched or otherw,ise rendered `unusable. All locking devices shall be of an'appr.,oved ;.type. (UFC: 1207.3) • Exit ha marki shall meet the requirements of the 1.16i-form-Fire Code. (UFC 1207-12_ 12 ) A fire alarm "system is required :for this project. The fire alarm'�system shall, meet the requirements of N.F.P.A.; 72 and Citry.x`Ordinance' #1900.::;:" Co °caEl. ti,Ly. central Station supervision is required. Ordinance .��, #1900 ); A'.1 l,, new fire' a l arnr systeiis; or mod i f icat ions to exi sti ng systems shall have the ,written approval of the Tukwi la Fir Prevention Bureau: No wori. shall commence until a fire department per,i1t-has been obtained`.` (City Ordinance #1900) .(UFC 1001 3) fxv Et bu i l d i ng :shall' be accessible to Fire Department pparatus; by wayf..of . access roadways with all-weather r,,3Lv i ngJ., surface of not less than 20' wide and 13'6"' ert i ca l `cl earance. Access roads in ` excess of 150' shal re =• prov i ded with an approved turn -ar, ound' area . Access' shall be within 150' of all portions of the buildings. (City :, Ordinance 1846 ) For ja`i`l commercial, multi - family and single family subdivisions,,hydrants shall be placed so. that ;a hydrant is within, 1.5.0 feet of any building and so that no point of a building '(around it's peri meter) is greater than 300 ,feet from a hydrant. Distance from a hydrant to a building is ,measurd along =‘. the path of vehicular °travel. (City Ordinance #1692) • An approved water '''supply capable of 'supplying the required ,fire flow for fire protection shall be provided to all .premisese upon which facilities, .buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion of the facility or building protected is in excess of 150 feet (45,720 mm) from a water supply on a public street, as measured by an approved route around the exterior of the faiclity or building, on -site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. (UFC 903.2) 22. Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City z • w 6 U 0 co 0 co w J H N O w J d . 1— 1 . 1 . 1 z F Z O uj O ▪ ( 0 H- ww w z U W H H z Ordinance . #1900 d #1901); Any overlooked h rdous' condition and /or vi „,ation of the adopted Fire or building Codes does not imply approval of uch condition or :violation: THESE PLANS WERE REVIEWED BY INSPECTOR 511. IF YOU HAVE A NY. QUESTIONS, PLEASE CALL THE TUKWILA FIRE PREVENTION BUREAU AT (206)575 -4407. ereby;certify that I have read these conditions and will comply ) . them as outlined. All provisions of law and ordinances governing . s.work will be complied with, whether specified herein or not ranting .of this permit does not presume to give authority o l ate ?or cancel the provisions of any, other work or local law' u l at i ng ; construction or it Y performance of work. Z ; � Lu -I C.) C.) 0 o ' ' W = r- ' W0 co D J lLQ m a I— W Z W uj co 0 I—, W W� H U 111 Z CO z Project Name/Tenant: King County Transit (Facilities) Storage Bldg. Value of Construction: $ 30,000 Site Address: 11911 E. Marginal Way 98168 City State/Zip: (NW Corner Tukw WA Tax Parcel Number: 1n7lnd cMAA — nn Property Owner: King County Transit attn: Marc Dallas P (8n 684 - 1332 Street Address: 210 R_ Jarkann Si- Mg , City State /Zip: mPna31 c ttl °, WA 98109 Fax #: (7nti) t;Ra - 1gtla Contractor: Tacoma Sheet Metal Lic. #:TACOMSM012K0 Phone: (253) 475 - 7400 Street Address: 3711 South M. Street City State /Zip: Tacoma, WA 98408 - 3912 Fax #: (253) 473 - 2169 Architect: N/A Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: Marc Dallas Phone: (2 0 6) 684-1332 Street Address: 201 South Jackson St. City State /Zip: Seattle, WA 98104 (m /s TR0431 Fax #: .; (206) 684 - 1900 Description of work to be done: '« pVT . GAR. " Erect a metal-24'x36'- storage bui 1 di ng nn si tP _ 11 11i 1 a n i a i n lri t form Existing use: El Retail El Restaurant El Multi- family ❑ Warehouse ❑Hospital El Church ❑ Manufacturing ❑ Motel /Hotel El Office ❑ School /College /University n Other Trans i t Fa r.i 1 i t i Ps Proposed use: ❑ Retail ❑ Restaurant El Multi- family ❑ Warehouse ❑ Hospital El Church ❑ Manufacturing El Motel /Hotel ❑ Office ❑ School/College/University iit An Other NO CHANGE -- y Will there be a change of use? El yes El no If yes, extent of change: N/A Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm 0 none El other (specify) Building Square Feet: ► e existing 864 new Area of Construction: - me Will there be storage of flammable /combustible hazardous material in the bulding? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating ❑ yes 0 no quantities & Material Safety Data Sheets New Commercial / Addition / Multi- Family Permit Application CITY OF TL~WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Date application accepted: APPLICANT: REQUEST.FOR PUBLIC:WORKS SITE /CIVILPLAN R OpTHEF,OLLOWING: ':. ' ;(Addltional:revlews may.:: be' deterinlned,by.the'P: ublic.:Works Departtiient) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): El Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. El Moving an Oversized Load: Start Time: End Time: . El Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public El Storm Drainage El Street Use El Water Main Extension 0 Private 0 Public El Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): El Water Meter Temp # Size(s): Est. quantity: gal Schedule: El 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 not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. NCPERMIT.DOC 1/29/97 7 wwe.. -ivw�r wrav rY Ni3. . kk. • POW . 0)ir,k. Ktnan.R+nri 4x,3175 Date application expires: lApplication �(lnitlals) w PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED , T: Sig ure: s � Z /� G Date: a w Q, . 0 2 . /' / _ Print name: r Marc arc Dallas �� P . ( � 684 -1332 ( W 684 -1900 Address: 201 R ,Tarkgnn St APT Tg rid 1] Cit /State /Zi p : Seatt1e , WA 98104 ALL NEW COMMERCIAUADDITION /M ' - FAMILY PERMIT APPLICATIONS MU • E 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 ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ 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 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include 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. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ ❑ Vicinity Map showing location of site ❑ ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ ❑ Mechanical Drawings ❑ ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ ❑ Architectural drawings ❑ ❑ Specifications (if separate document) ❑ ❑ Structural Calculations ❑ ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ ❑ Height Analysis ❑ ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ ❑ Topographical and Boundary Survey ❑ ❑ Tree Coverage Analysis (Multifamily only ) ❑ ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ❑ 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 Pub - lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -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 Contractor Registration ". Building Owner/Authorized Agent : If the applicant is' other than:the owner, registered architect/engineer,'or contractor licensed by the'State •of Washington, a 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. NCPERMIT.DOC 1/29/97 , tt4.4 , K.471 :;#4 ,, *4** 4 4.**********4(4 ,4 ************41 , 4***40 , *******4 , **.A********.ii4 Y WA :. ,,.:' Reprinted: 11/14/01 ' TRANSMIT ***44*.***4**********4A**44*******4************************** ., . , RANSMIT',Number: R0101460 Amount: : 325.75 11/14/01. 14:27 Payment Method: CHECK Notation: KING: COUNTY : Init: sKa Permit No: D01-321 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 102304-9066 Site.:AddreSs: 11911 EAST MARGINAL WY a :- - : • - . . . : Total Fee 534.56 , -• .• : ls'i:Payment • . 325.75 Total ALL Pmts: 534.56 Balance: .00 **044*“***********44*#,***********4*************.*****:********* ,'..Account Cock :• . .• Description • . Amount .-%. •- 000/322.100 - BUILDING -. NONRES ' • 321.25 - , --- „•,-., . ;000/386.904. STATE •BUILDING SURCHARGE 4.50 ' ,.:• ..:' ',. '.: : 0 i4 U'14 97,L TOTAL . „ • . . , , • ?{r ;t*kk**: *'* t.4i1• • **'* F* h* h, 1** M 4. A . * * **1A.A'�*A*A * :FA :k * Air* k* :kkA�Irk; * kA *A *:t';F.k k :k* It .tit * ** * *•A* *•k ** * *'A .* **A ' kkA•A ** f13� S0T: Hvni:ber" 1241.0129 , Amount . : 208 10/03401..14: ": ' y ent; Met CiilwCtt` NO17ittiron: :1t!'NG 'CO1.1M'[Y In•i 1�5 errn t';. NO,t - .001.321 T��pe;: tEVPERM ' - DEVELOPMEN'1 PERMIT 4 r'ce1:: No':-: 102304 �.ddr e a 11.91.1 EAST '. MAR13.[NAL : WY ."a. is .payrn ' 20 Total Fees:• :. ' 534.56 Total ALL Pmts: 2013. :. 1 3 a i..a n c e M ..:, *k*A.•x• *tA *•k;F *A•k** ► iA* k*: Fk k1* * *A*** * + * **:A• ***:t k.th * ** **:F *** **A * ** cctiunt; Cod j pt on Amount 0/3 830 PLAN (,,,111:.C1( .w NONRES 208.81 Proj t: A)( e. Tel/VW Type f Inspection: /LJ4 ddress: f /9)1 e. / 4'/.1J41 Date Called: / ` /1 -/7' `' v im ' • Special Instruc / ,(J s, Dat Wanted: , �, %V /4 A' . 7i /u Pho e No: ? NO ) 0 .7,5 - 5 - -- x99'9 INSPECTION RECO'M Retain a copy with permit INSPECT! 'N NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0% T F,7-7te-/i/ 0 $47.00 R'INSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z IF" • Z rbo JU U O . co w W =. J IB ; co LL w O 2 g J; ILL. • d Z �. Z O I'. U � O N 0H . = U '. — O .. Z ' W _ 0 I- Z COMMENTS: Type of ns ect;io��: /� /4` ,, i (/ 0 ( AM /ALI:9 -- 4/ ),/eoN/6> Date alled: f© p — O '�OoZ. Special Instructions: 4.,// -5 .:-6 • Requester: . S - 7 - / o) ass ~d9 ca g /u43 — Ai.cgclev Q Y' s iJ -bra g. 0 • 'Pe R'. /✓V vI i U'V / : 1-40,11e- LI 5' p s9-C9 e /, A "A/P" c ,7/ Pr j ct �J : ��.. /� '�'� C O / 7 g7-1 Tt � -- Type of ns ect;io��: /� /4` ,, i (/ Address/s: �-- jj q// e: I , 4,6 /A Date alled: f© p — O '�OoZ. Special Instructions: 4.,// -5 .:-6 Date Wanted: a /D -y---o,a_. Requester: . S - 7 - / o) ass ~d9 INSPECTION NO. Approved per applicable cod INSPECTION RECQ Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Date: y / 9 — v.� $47.00 REINSPECTION EE RE UIRED. Priofto inspection, fee must be paid at 1300 Southcente Blvd., S ite 100. all to schedule reinspection. Receipt No.: Date: C C1�ria. �fA,' utNL` tK: P +�Lwi�i� +:: {titiS:%. t...l::i'k,i .:; }:i �., n : 1i.• z _1 -, w ': ce o w = J CO . tl . w }} p . w Z H. ZO W D. O I— w Ul lL UJZ (0 z Proj ct: «tic ea 721,15/ 7 Type Inspection: i,t,J, - L..• Adc ress: /19/,' . A/W / Date Called: /0 - 7 - D Special Instructions: w U � j 7 " � A s , a dp , -125 Date Wanted: �y �U d `�o� a.m. 1 p.m. Request D P ( ) / 30 --.577/5 (&? INSPECTION RECD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. � o rections required prior to approval. COMMENTS: e 0 $47.00 EINSPECfIbI'tl FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i Pr's P.roject: A 0 171 ( 0 . 7rg 115/7 e of Inspection: Pc 1 'net h oti ()7`rn 9s •`Aete :/ ddrss: k Al/ . itlifri ii toy „ss fr/Ly/fr1/ Da caybrl (.../ 3---- : 3 / ,Special instruCt\ms: Dayd:/ te 9 /00.2 P.m. Requ stefr ri • . Phor5 _ 730 57 CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: /1"24c4f / ec/ 474 / ar., e ove - ector: a/4444.3 $�.O0 REINSPECTION EE REQUIRED. Prior inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt NO: Date: - Date: INSPECTION NO. Approved per applicable codes. H Corrections required prior to approval. INSPECTION RECOR Retain a copy with permit Poi- PERMIT NO. (206)431-3670 • . "..;.:42-i • Retain. current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Iglarm: Hood & Duct: Halon: Mopitory Pre-Fire: • Permits: Authorized Signature City of Tukwila FINALAPP.FRM Rev. 2/19/98 ,IT TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM , FT 4 Permit 101 01 Date T.F.D. Form F.P. 85 Cia ‘, Xs:satTerl , ' 610 ,4 e14A R.4ti Q4.143:' ikdiVagAzze - .4 Ask. ' atitk csg Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 z z. • uk 6 m -J 0 • 0 , (/) • CO W W LL -J 0 . I. IL < I a I— W. Z I— 0 Z 11J uj 0 '0 U - 2 : LLJ I - 0. . Z C O I— 35mm drawing TIVITY NUMBER: D01 -321 X Response to Correction Letter #1 DATE: 10 -31 -01 ROJECT NAME: KING COUNTY TRANSIT STORAGE BLDG SITE ADDRESS: 11911 EAST MARGINAL WAY ,Original Plan Submittal Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete \PRROUTE.DOC 5/99 [K1 n PLAN REVIEW /ROUTING SLIP Fire Prevention n Planning Division n Structural Incomplete Approved ri Approved with Conditions CORRECTION DETERMINATION: Approved Ti Approved with Conditions TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: otA ri Permit Coordinator n DUE DATE: 11-01-01 Not Applicable No further Review Required APPROVALS OR CORRECTIONS: (ten days) DUE DATE 11 -29 -01 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Comments: n DATE: Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE .•.,. �ws:,: w. �s:,.,.,..: i, isc,.::... w:.. .,�:r:...,�s.•.w..h.ua:m:-,.w.: _+ x�+. aavtt�xraawr, mroyr, �naem�nn�' narea�. w. enr. �u ++wwna+�.n+uw•wiave+Wu!!++wsn�. 5a�, J U 0 0.. • CO =. LL W O' u_•< ` z CJ. w F-. I. .z z� • w •R o • O N 0 H` W u I - U Z ui 0 • N 10. z Oct -31 -01 09:41A 1• G� .rt ^ 4y 'Nt F. rm�•f�l. \S. 9n tmc` -. a�kr, ?ai. lt e1! �lat7�sCbi :):fi.�ldu Revision submittals mast be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fix, et Date; 10.30.01 ❑ Response to Incomplete i.ctter # ® Response to Correction Letter tt _1_ ❑ Revision # _. • _ after Permit is Issued Project Address: 11911 East Marginal Way City of Tukwila Department of community Development - Permit Center 6300 Southccnter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: DO 1 -321. Project. Name: King County Transit (Facilities) Storage Building Contact Person: Marc Dallas Phone Number:206.6 8 4 .1332 Summary of.Revision: Stefania Spencer - -I have provided a response to • Cozza4:tio tt r -file i n f ri tat i oTl 'seas pro pored .... .rim E3nr and is dated 10.2 Based upon my reading of the letter and the response it does not appear that plan set revisions are required. Since the response is not a report I have only provided 1 copy with the return fax. Tn ank_y_au Marc Dallas P -mai-3 marc . r3 n 1 1 ,; @ma+rokc goy — Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on RECEIVED ••• --- CflYOFTUI(WitA OCT - 3 1 2001 PERMIT CENTER — C$RIiECTION LTR# 1ui23ro1 P.02 raw:tarrl'it.5 t29i 314u14:,44.1R4,4 "uvC,�t,•`d' ?: Oct -31 -01 09:41A ling tarty Dipttmet If Trampsrfitu 141110111111117 ()etcher 29, 2001 TO: City of Tukwila Department of Community Development - FROM: Jim Doe King County Metro Transit SUBJECT: Permit D01-321, Facilities Storage Shed This letter is in response to Building Division review correction letter J I dated 10/23/2001 by Stefania Spencer. The issues and responses are as follows. 1. For the purpose of determining a building occupancy as noted in U.B.G. Section 301, either specify the proposed building occupancy or provide a general description of the materials to he stored in this building, This is a storage building and will not be occupied. 33% of the building will be used to store steel pipe, nuts, bolts and other hulk steel products. The remaining 67% will be used to store landscaping equipment (i.e. lawn mowers and weed eaters.) 2. The plans and application do not indicate if the building is provided with heat and/or ventilation. Please identify what is proposed. if the building is heated, the plan details must reflect the • minimum insulation required by the Washington State Energy Code. This storage building will not be heated. R -13 insulation will be installed on the walls and roof. A ridge vent will also he installed to help prevent moisture buildup. 3. Additional electrical plans are required that also reflect compliance with Chapter 15 of the .Washington State Energy Code. This building will be electrified for lighting only. Six of the latest energy saving F96 fluorescent Fixtures will be Installed. The Power Distribution section of Metro Transit will obtain a separate electrical permit. RECEIVED CITY OF TUKWILA OCT 3 1 2001 PERMIT CENTER CORRECTION LTR# P. 04 to 3zl October 23, 2001 Mr. Marc Dallas 201 South Jackson Street M/S TR0431 Seattle, WA 98104 City of Tukwila SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D01-321 King County Transit (Facilities) Storage Building 11911 East Marginal Way If you have any questions please contact me at the City of Tukwila Permit Center at (206) 433- 7165. '..,. Sincerely, ,, ' • 1---r.,,, . . ':' .4 • - ..a.r c..--evit.e' «... ,,,,,-;>:;,, Stefanta Spencer Permit Technician • •k'l • • 1 ti • Enclosures File: Permit No. D01-321 Departnzent of Community Development Steven M. Mullet, Mayor Steve Lancaster; Director Dear Mr. Dallas: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department, Planning Division and Public Works Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington Q8188 • Phone: 206-431-3670 • Fax: 206-431-3665 ria) Partial BUILDING DIVISION REVEIW 'Au) Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206- 431 -3670 Date: Oct. 22, 2001 Project Name: King County Transit, Storage Building permit application Application #: D01 -321 Plan Review: Ken Nelsen, Plans Examiner A general Building Division plan review has been completed on the subject project. Please address the following comments in an itemized fomiat with applicable revised plans, specification, and /or other documentation. 1. For the purpose of determining a building occupancy as noted in U.B.C. Section 301, either specify the proposed building occupancy or provide a general description of the materials to be stored in this building. The plans and application do not indicate if the building is provided with heat and /or ventilation. Please identify what is proposed. If the building is heated, the plan details must reflect the minimum insulation.required by the Washington State Energy Code. Additional electrical plans are required that also reflect compliance with Chapter 15 of the Washington State Energy Code. .Na further Comments at this time. ACTIVITY NUMBER: D01 -321 DATE: 10 -31 -01 PROJECT NAME: KING COUNTY TRANSIT STORAGE BLDG SITE ADDRESS: 11911 EAST MARGINAL WAY Original Plan Submittal Response to Incomplete Letter # XX. Response to Correction Letter #1 ' Revision # After Permit Is Issued. DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Approved Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTIN : Please Route Structural Revi ' e•, ired n No further Review Required REVIEWER'S INITIALS: ' / DATE: II 1'" d ( Incomplete APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: Fire Prevention Structural Approved Conditions CORRECTION DETERMINATION: n Planning Division Permit Coordinator -DUE DATE: 11 -01 -01 Npplicable n DUE DATE 11 -29-01 Not Approved (attach comments) DATE: I t' - Zro DUE DATE Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: PERMIT NO.:D0 t ' 32.E BUILDLNG PERMITS INSPECTIONS 0 00001 Progress Inspection Status ❑ 0000 Pre-construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA InspectiowModular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 0007 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains ▪ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete SlabiSlab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wail Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 0052"' Plywood Deck Nailing ❑ 00550 Exterior :Wall Sheathing ❑ 00600 Masonry Chimney ❑ 0610 Chimney :nstallationial1 Types 00700 Framing d 00750 Roof/Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insuiation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior :Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 • Pre -Move Inspection ❑ 01 1 l5 Motor Inspection O 01120 Pre -Demo Q 01140 Pre- reroof ❑ 01400 Final -Fir: 01700 Final - Building ❑ 01900 Final- Reroof ❑ 03100 Site Visit ❑ 04000 Special - Concrete Q 04001 Special -Bolts in Concrete ❑ 04001 Special- MorriResist Conc Frame Q 04003 Special -Reinf Steel Prestress Q 04004 Special-Welding 0 04005 Special -High- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04003 Special - insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 0401 Special - grading, ExcaviFill ❑ 04013 Special - Retaining Wall 0 04014 Special - Panels ❑ 0401' Special -Smoke Control System TENANT NAME: V I C -- ` 7- T o w5 t4 S CONDITIONS Q No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required. notify Bldg Div ❑ 001 1 Special inspector shall submit final signed reoor, ❑ 0012 New ceiling grid & light fixture stall meet lateral bracing ❑ 0013 Partition walls attached to ceiling zrid 0 0014 Readily accessible access to roof mounted equicment ❑ 0015 Engineered truss drawings & zaics shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage. excavation ❑ 0013 Statement from rooting contractor verif fing fire retardant class of roof 0019 All construction to be done in conformance ‘v/approved p lans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 002/ Fire retardant treated wood shall have flame spread of 0023 Notify Building Division prior to placing any concrete 0 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected 0027 Validity of ?ermit ❑ 0023 Rack storage requires separate permit (y7 0003 Electrical permits obtained through L & I O 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds. concrete. stone foundations. flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0033 A C of O will be required for this permit ❑ 0039 Final approval for all TI wain the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 3.2 TMC 0 0041 Ventilation is required for all new.v rooms & spaces f ' 0005 All permits. insp records & approved plans avaiiable ❑ 0006 All structural concrete shall be special inspected Q "Applicant shall obtain a separate plumbing permit from King Co" ❑ "anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by W.ABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TIC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King CJ Ileaith Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances Q "appliances. which generate...." • "Water heater shall be anchored...." ❑ "Reroot" Plan Reviewer: Permit Tech: -" ✓ • Date: Date: or." s +t aria i.$r. ACTIVITY NUMBER: D01 - 321 DATE: 10 - - PROJECT NAME: K.C. TRANSIT FACILITIES STORAGE BUILDING SITE ADDRESS: 11911 EAST MARGINAL WAY SOUTH ' XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After. Permit Is Issued DEPARTMENTS: i, Building Division to -1 . 71 -o 1 Public Wor wt ► 104-43 Complete Please Route Approved n Approved \PRROUTE.DOC 5/99 bL PERMIT C00RD PLAN REVIEW /ROUTING SLIP (KI DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUTING: CORRECTION DETERMINATION: Incomplete Structural Review Required Approved with Conditions Fire Prey ntion n Planning Division gi 1 0- 1 1-€) 1 Hia- I4�- 4 -t1 Structural n Permit Coordinator REVIEWER'S INITIALS: l7l41-. DUE DATE: 10-04-01 Not Applicable No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 11 -01 -01 Approved with Conditions n Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: n Cr• • ACTIVITY NUMBER: D01 -321 DATE: 10 -03 -01 PROJECT NAME: K.C. TRANSIT FACILITIES STORAGE BUILDING SITE ADDRESS: 11911 EAST MARGINAL WAY SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Xi Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-04-01 Complete Comments: TUES /THURS ROUTI Please Route REVIEWER'S INITIALS: Approved n Approved \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP Structural Revie APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural Incomplete n Approv e, d with Conditions n Approved with Conditions DATE: Planning Division n Permit Coordinator Not Applicable n uir-d n No further Review Required DATE: 10 2 (.70( DUE DATE 11 -01 -01 Not Approved (atta corn 2Z en DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Partial BUILDING DIVISION REVEIW No further comments at this time. Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 Date: Oct. 22, 2001 Project Name: King County Transit, Storage Building permit application Application #: D01 -321 Plan Review: Ken Nelsen, Plans Examiner A general Building Division plan review has been completed on the subject project. Please address the following comments in an itemized format with applicable revised plans, specification, and /or other documentation. 1. For the purpose of determining a building occupancy as noted in U.B.C. Section 301, either specify the proposed building occupancy or provide a general description of the materials to be stored in this building. The plans and application do not indicate if the building is provided with heat and /or ventilation. Please identify what is proposed. If the building is heated, the plan details must reflect the minimum insulation required by the Washington State Energy Code. Additional electrical plans are required that also reflect compliance with Chapter 15 of the Washington State Energy Code. DEPARTMENTS: Building Division Public Works Complete Comments: Approved \PRROUTE.DOC 5/99 CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP : ACTIVITY NUMBER: D01 - 321 DATE: 10 -03 -01 PROJECT NAME: K.C. TRANSIT FACILITIES STORAGE BUILDING SITE ADDRESS: 11911 EAST MARGINAL WAY SOUTH Original Plan Submittal Response to Correction Letter# DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: Approved ri Approved with Conditions REVIEWER'S INITIALS: 3 Response to Incomplete Letter # Revision # After Permit Is Issued Fire Prevention X Planning Division Structural ri Permit Coordinator n Incomplete n Not Applicable DUE DATE: 10-04-01 No further Review Required DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 11 -01 -01 Not Approved (attach comments) n DATE: 10—ii DUE DATE Approved with Conditionsn Not Approved (attach comments) .+.ti.NbfW REVIEWER'S INITIALS: DATE: JU O 0, trno W w wI • w O 0 g w a • a = W z � O z O N O I w 2 w z . U - : O I- z ACTIVITY NUMBER: D01 -321 DATE: 10 -03 -01 PROJECT NAME: K.C. TRANSIT FACILITIES STORAGE BUILDING SITE ADDRESS: 11911 EAST MARGINAL WAY SOUTH XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved CORRECTION DETERMINATION: Approved n \PRROUTE.DOC 5/99 e*Y PLAN REVIEW /ROUTING SLIP n n Fire Prevention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions n n Planning Division Permit Coordinator DUE DATE: 10-04-01 Not Applicable No further Review Required DATE: 4 -0\ DUE DATE 11 -01 -01 Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE mo w- 6 00 . N 0 CO J Fes N U. w o IL O —co 1— : w W !. � U O ~ ACTIVITY NUMBER: D01 -321 DATE: 10 -03 -01 PROJECT NAME: K.C. TRANSIT FACILITIES STORAGE BUILDING SITE ADDRESS: 11911 EAST MARGINAL WAY SOUTH Response to Incomplete Letter # XX Original Plan Submittal Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route TUES /THURS ROUTING: REVIEWER'S INITIA Approved Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP n �]C Pis) CORRECTION DETERMINATION: Fire Prevention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 10-04-01 Not Applicable n Comments: No further Review Required DATE: it'. a3.o DUE DATE 11 -01 -01 Approved with Conditions n Not Approved (attach comments) DATE: DUE DATE Approved with Conditions n Not Approved (attach comments) DATE: LICENSE DETAIL INFORMATION Form THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License TACOMSM012KO Name Address 3711 SOUTH M ST Address City TACOMA State WA Zip 984083912 Phone Number 2534757400 Effective Date 5/20/99 Expiration Date 5/4/02 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 601893389 * * *VIEW PRINCIPAL OWNERS) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 TACOMA SHEET METAL INC rift) * ** Page Iof1 New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance I-Iome Page https : / /wws2.wa.gov /lni /bbip /TF2Form .asp ?license= TACOMSM012K0 10/3/01 FROM :TACOMA SHEET METPL INC • FAX NO. :253 473 21r= `�, __, _ ae`•of,�rat� . V! lit• tfOt}t.this �139?tif *t i . of the posteti iiste� below u soon be receiving .1 ctipy of enCh.;If .. yoti 'regiiO adilitioiial capie.s cop and Industries, at_] =88Q_247- 83.x:7:,... ! Joli.Safcty and Health Protection (available in Spanish) • Your Rights as a Worker/Family Care • Notice to Employees surnnce.Services Division n loyc , Serviee apartment of Labor & Industries ) Box 44.144 ympia WA 98504 -4144 with the Washington State Industrial Insurance Trust Fund. � Aar — ai3" - WORKER: The employer named below is an insured :policyholder• r+M�' �`iFI. r • rMI 1 ai. .1 MC: . 1 I 'SCOU'fl .M S'T Employer • ^�{%0MP WA. • .440)8 Tocated% aml::` + rIE •; AL INC 3,� 1 0.v7i: '1 5T TACOMA WA 4 3 t tr :;Uttified114iiiewiidcnti)ier is the only numb i .you need. when conducting business with the wash ry) nue� Liee n:Iplayment Security, Labor and Industries and the Office of the Secretary of State. �,�:.1�•.•Y4 ?r7t'.- . wii isri:.r:�.►wa •_ •• • Iv:;i Oct. 02 2001 01:39PM P2 ingtnn state departments of • Doh3�► October 3, 2002 Marc Dallas 201 South Jackson Street Seattle, WA 98104 RE: Permit Application No. D01-321 11911 East Marginal Way South Dear Permit Holder: Based on the above, you are hereby advised to: -- Stefania S Permit Technician Xc: Permit File No. D01-321 Bob Benedicto, Building Official City of Tukwila of Department CommunW Development Steve Lancaster, Director Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the Official under the provisions of this code shall expire limitation and become null and void if the building 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. • Call the City Of Tukwila Permit Center at (206) 431-3670 to arrange for the next or final inspection. Steven M. Mullet, Mayor This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one-time extension up to 180 dml's Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not caII for the above i or request and receive an extension prior to November 12, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 April 5, 2002 Marc Dallas 201 South Jackson Street Seattle, WA 98104 Dear Permit Holder: Stefania Spencer Permit Technician City of Tukwila owft) Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit Application No. D01 -321 11911 East Marginal Way South In reviewing our current records the above noted permit has not received a final inspection 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 provisions 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, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection: or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to May 13, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Xc: Permit File No. 001 -321 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 t .H riP'1��. `.:�;Sti:yYv.•7.4. �'.'s• 'iS�� .J U: U O 1 u) u) W' . W : :—i1— W O L Q . • 1= =` Z �'. I— O; •• W • a • U W l�' u i Z • V) alance Due: $ - % ,/2,5; leed Current Contractor Registration Card: Yes leed to Enter Contractor Information in Sierra: Yes • - 1 I . . . .'"'•::::::::::::; . ... : . ' .:.:.'::*::::::%: .''''::'::::::::W• 1 ...V..., ::: -._,...: .: de' .. - Csaii 3 41. /33.1 ... . alance Due: $ - % ,/2,5; leed Current Contractor Registration Card: Yes leed to Enter Contractor Information in Sierra: Yes File: Do 1 35mm Drawin I -I- IL-) v 0 A A No. PROPER FACILITIES MAINTENANCE V `ww �.c. �+ rniu. u«e..MCWT; r7Mt..f 1_ t awpAce : 1R-19 INsuLAT(0N INs1 L m t > IN5r®E r . W r aw me AL - gooF ��vcTue�, 20 MINI l "Fetal` 1.313c, - me 5-- A cot4sT" ucTiON `[ice A V- N . X UGE PROPERTY LINE APP'D DATE REVISION BY UGE <) //,hill ..),, ) /// i„„/„„ SITE PLAN SCALE: 1" = 40' PROPERTY LINE SD UG C, 0 1 �. 1111 _ 0 INCH CHINA 1 UGE o ` II° G 0\rt 1�. COP UGE ��C ,ec approvals are royal e I ut�,1e to er ors omissions and app o v ,cct to err of .s d S not authorize the violatiot of con - plans ordinance. adopted c or rov d plans acknowledged. tractor's copy of approve B' : Date Permit No. • DESIGNED: P ENG DRAWN: CHECKED: P ENG RECOMMENDED: D CRIPPEN B FARISS– GATEMAN • • / 3)6/ .3v PROJECT MANAGER: J BEZ APPROVED: W CHIN IBIS NO: 4.32583 WORK REQUEST: 01 T - 1 7 CONTRACT NO: _ — STATE ROUTE 599 STA - -- SCALE: AS NOTED ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: FACT MAINTENANCE JJ, ,...... t NEW SHED King County Department of Transportation !it y 1Ir' !ACCESS ROAD SKID PAD METRO TRANSIT DIVISION SOUTH FACILITIES STORAGE UNIT SHED 4 SITE & LOCATION PLANS DATE: JULY 2001 DRAWING NO: C102 SOUTH BASE SHEET NO: OF 1 1 iv i lir11 111111111111111111 1111.11111 . .1111i111i1i ti J. r FP w ■ 5 l ti l E L Z1 � ,_. Z WbU IIIIIIIIIIIIilIllllIllllll11111111I111111�1 • �1111IU1111111 . I1 III �� 11 � •' ,., I. ►11111111 I 1..111111���1�1111 f.111111111111111111 1111111111 1 11111111111111111111 • h, .sccO NGE - im% 0 o „ ' Op °1f 44 44 4 44 / ` 1 5 6 • E L U * • A'/Z F FP w — w— w `6":41`4V . /. PROJECT LOCATION PLAN SCALE: 1" = 200' NOTE: EXISTING INFORMATION' SHOWN ON THIS PLAN IS BASED UPON PRIVATE RECORDS SUPPLIED BY THE ORIGINAL PROJECT DEVELOPER /ENGINEER. NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THIS INFORMATION, NOR MAY ANY ASSUMPTIONS BE MADE AS TO THE ACCURACY OF THE LOCATION OF ANY ENTITY SHOWN ON THE PLAN. LEGEND: UGE UNDERGROUND ELECTRICAL CONDUIT E LIGHT STANDARD FP FIRE PROTECTION SYSTEM WATER LINE W WATER LINE SD STORM DRAIN LINE Co 0 • •1. S. DESIGN 1 DESIGN ROOF SNOW LOAD: 25 PSF DESIGN WIND LOAD: SO MPH, EXPOSURE 'B' DESIGN SEISMIC LOAD: BASED ON SEISMIC ZONE 3 DESIGN SOIL BEARING PRESSURE: 1500 PSF DEFLECTIVE CRITERIA: ROOF PURL I NS: L/24o (LIVE LOAD) AND L/I 80 (TOTAL LOAD) /NALL GIRTS: L /120 (WIND LOAD) TYPIAL FRAMING: . ROOF PURLINS: 16 ga. 6" x I%" STEEL 'G' @ 24" O.G. WALL GIRTS: 16 g a. 6" x I%" STEEL 'C' @ 24" 0 GENeRAL NOTES: I. CONTRACTOR/OWNER TO VERIFY AND CONFIRM ALL CONDITIONS AND DIMENSIONS AND NOTIFY WEB STEEL BUILDINGS REGARDING D ISCREPANCIES PRIOR TO START OF WORK. 2. DRAW I NO SCALES INDICATED ON PLANS ARE APPROXIMATE AND INTENDED TO BE USED FOR REFERENCE ONLY. DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. 5. GOVERNING BU I LD I N6 CODE: 1551 U.B.G. . 4. THE SUPPLYING OF STAMPED EN6INEERIN6 CALCULATIONS AND DRAWINc55 FOR THIS METAL BU I LD I NG SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT WEB STEEL BU I LD I N65, INC. OR ASK4 ENGINEERING, INC. 15 ACTING A5 THE ENGINEER OR ARCHITECT OF RECORD OR DESIGN PROFESSIONAL FOR THE WHOLE OF THE PROJECT. 5. THESE DOCUMENTS ARE STAMPED ONLY AS TO THE COMPONENTS FURNIC-1CD BY WEB STEEL SALES, INC . IT 15 THE RESPONSIBILITY OF THE PURCHASER TO COORDINATE DRAWINGS PROVIDED BY WEB STEEL BUILDINGS WITH OVERALL PROJECT AND /OR OTHER PLANS AND /OR OTHER COMPONENTS. IN CASES OF DISCREPANCIES, DRAWIN65 PROVIDED BY WEB STEEL BUILDINGS, INC. SHALL GOVERN. b. ANY FIELD MODIFICATIONS OR ALTERATIONS, OR THE ATTACHMENT OF ANY EQUIPMENT OR COMPONENT TO WEB STEEL BUILDINGS, INC. METAL BUILD IN6 OR THE OMISSION OF ANY PARTS OR PIECES SPECIFIED ON STAMPED DRAWINGS PROVIDED BY WEB STEEL BUILDINGS, ING. WITHOUT THE EXPRESSED WRITTEN APPROVAL OF WEB STEEL BUILDINGS, ING. SHALL VOID ANY AND ALL WARRANTIES AND RELEASE WEB STEEL BUILDIN65, INC. AND ASK4 ENGINEERING, INC. FROM ANY AND ALL PROFESSIONAL LIABILITY AND /OR OBLIGATIONS. SPECIAL INSPECTIONS SHALL BE PERFORMED AT OWNER'S EXPENSE AND IN ACCORDANCE WITH U.B.G. SEC. 1101 FOR THE FOLLOWING ITEMS: A) STRUCTURAL WELD'NG. EXCEPTION: WELD IN6 DONE IN AN APPROVED FABRIGATOR'S SHOP IN ACCORDANCE WITH SECTION 1701.7 ANY ADDITIONAL I NSPECTI ON5 REQUIRED BY BUILDING DEPARTMENT SHALL BE AT OWNER'S EXPENSE. q. ALL WELDING SHALL BE PERFORMED AT WEB STEEL BUILDINGS MANUFACTURING FAG lL I TY IN SANDY OREGON WITH E7O -XX ELECTRODES BY CERTIFIED WELDERS. NO FIELD WELD N6 REQUIRED. INC ASK4 `ngineering, Inc. 55084 Proctor Blvd. Suite "0" Sandy, OR 57055 (503) 665-6550 FAX: 503) 668 -525cq • EDO i -3a l ABBRVIATIONS: AB. EXP. EXT. I NT. MAX. MIN. O .C. PT. - CENTERLINE - PLATE - ANCHOR BOLT - EXPOSURE - EXTERIOR - INTERIOR - MAXIMUM - MINIMUM - ON CENTER - POINT TACOMA SHEET METAL / WEB STEEL' SALES, INC. KING COUNTY BUILDING SANDYR OR 055 9377 SEATTLE, WASHINGTON (503) 668 -3267 I I l I :i 1 Hi 0 INCH CHINA 1 5 l 171. CI. Zl IIIIIIIII�III .1II IIIIi II GENERAL. NOS : (G4NT. ). 10. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOW' N6 STANDARDS: WIDE FLANGE AND CHANNEL SHAPES: ASTM A -56 ANGLE SHAPES: ASTM AS (42 KSI MIN. YIELD STRENGTH) CUBE (TS) SHAPES: ASTM A -500, GRADE 'B', (46 K5I MIN. YIELD STRENGTH) II SHOP PRIMER 15 A RUST INHIBITIVE PRIMER. THE PAINT IS NOT INTENDED FOR LONG -TERM EXPOSURE TO THE ELEMENTS. 12. BOLTS SHALL CONFORM TO THE FOLLOWING STANDARDS: ANCHOR BOLTS: ASTM A -307 BUILDING FRAME BOLTS: ASTM A -501, U.N.O. ALL BOLT HOLES TO BE 116" LARGER THAN NOMINAL BOLT DIAMETER, U.N.D. INSTALL HARDENED WASHERS WHEREVER HOLE SIZE EXCEEDS THE BOLT DIAMETER PLUS I SIZE WASHER TO EXTEND BEYOND EDGES OF NUT OR BOLT HEAD. IS. RE I NFORC I N6 STEEL SHALL CONFORM TO ASTM A -6 15, GRADE 60 FOR #4 BARS AND LARGER, • GRADE 40 FOR #3 BARS. WELDED WIRE MESH SHALL CONFORM TO ASTM A -185 ( KSI MIN. Fy). LAP SLAB EDGE BARS MIDWAY BETWEEN COLUMNS. ALL LAPS TO BE 40 BAR DIAMETERS MIN., U.N.O. 14. CONCRETE STRENGTH: 2500 P5I MIN. AT 28 DAYS I5. GRADE BEAMS, PIERS, AND SPREAD FOOTINGS SHALL BE POURED ONTO UNDISTURBED, NATIVE SOIL WHICH 15 FREE FROM ANY MATERIAL THAT WILL ADVERSELY AFFECT THE SOIL DESIGN BEARING PRESSURE REFERENCED ABOVE. 16. ALL G- OR Z- G I RTS OR PURL I N5 SHALL BE MIN. 50000 PSI FOR 16 ga. AND THICKER MATERIAL, 53000 PSI FOR IS ga. AND THINNER MATERIAL. FLANGES OF C- AND Z- MEMBERS SHALL BE AT LEAST I %" AND HAVE A MIN. " STIFFENER LIP. SCREW FASTENERS SHALL HAVE A MIN. TENSILE STRENGTH OF 120,000 PSI. ALL MEMBER -TO- MEMBER CONNECTIONS SHALL HAVE A MIN. (2) #10 SCREWS, UNLESS OTHERWISE NOTED ON DRAWINGS. 17. SILL PLATE SHALL BE 16 ga. TRACK WITH I" FLANGES ATTACHED TO FOUNDATION WITH: -HILTI DN POWDER ACTUATED FASTENERS (OR EQUAL.,) AT 2' O.G. INSTALLED PER I .C.B.O. REPORT NO. 12'10 OR -x"4 ANCHOR BOLTS AT 4' O.C. EMBEDDED 4" MIN. PROVIDE ONE FASTENER OR ANCHOR BOLT WITHIN 6" OF MEMBER ENDS. MAINTAIN 2" MIN. EDGE DISTANCE FOR ALL SILL PLATE FASTENERS. 18. SHEET METAL 51 DI NG AND ROOFi N6, IF USED, SHALL BE MIN. 2q ga. MATERIAL. ACC MANUFACTURER'S LITERATURE FOR ALLOWABLE SPAN INFO. AND ATTACHMENT TO ALL SUPPORTING MEMBERS (MANUFACTURER IS RESPONSIBLE FOR INSURING THAT PANEL AND ATTACHMENT WILL SUPPORT THE ABOVE LISTED LOADS). CUSTOMER ACCEPTS ALL RESPONSIBILITY AND LIABILITY FOR ANY SIDING OR ROOFING MATERIAL USED THAT 15 NOT PROVIDED BY WEB STEEL BUILDIN65. OF rii wii III III i +Fl j III I !� �'ytwM •.• I 5 6 l W 30 IIIIIIIIII 1111111111 . 111111111111111111IIII I1111111111111I 11 . IIII111I1111111111IIIIII11111 I1 II REGD. - REQUIRED SIM. - SIMILAR SYM. - SYMMETRICAL _ T.D. - TRIMMED OPENING TYP. - TYPICAL U.B.G. - UNIFORM BUILDING CODE U.N - UNLESS NOTED OTHERWISE DRAWN RJT DATE 6-12-2001 JOB NO. 2201-047 114 SHEET N 1 OF 1 3 ;:SPIRES: 10 -31 —0A I TACOMA SHEET METAL Sheet Ni SPSG.dwg, 06/13/01 at 13:03 • HOLES FOR #12 SGREAS 2 u O.G . NII Try ► ° EDGE DISTANCE I 'F . --- N. R ifb" PLATE 5= RAMS OR GOUJr4N NI-EN DOUBLE SCE IS INDICATED, USE 5R.ACES ON 50TH SIDES I/8 T YP. GIRT CLIP DETAIL NO SCALE ROOF PURLIN OR NIALL GIRT I /s DET AIL: SING►_E S FRAM" OR COLUMN ASK4 Engineering, Inc. 3q05-4 Proctor Blvd. Suite "G" Sand , OR W55 (503) 668- __ 6�0 =AX: (503) 668 -5235 TOP SIDE 55 0 INCH CHINA HOLES FOR # ►2 SGR.:AS NI I H I" AGE DI STANCE %" PLATE ST,_._L SANE OR COLUMN OUTSIDE FACE OF AALL/ROOF 1 CORNER GIRT CLIP DE T All NO SCALE 40° -5O° 1j1H1 1' 1 1 1' • ' 1'1'1 0 ' DOU L E 'A AND ':.,,' ERAGES NO SALE PURLIN AND GIRT FRAMING DETAIL u 0 0 I/8 J TOF SIDE #12 SCRE.Y� S AT I" D.G.: AT 'A' BRACES, USE (2) SCR=1S, AT 'B' BRACES, USE (4) SGR5NIS - ANGLE. BRACE: AT 'A' BRACES, USE LIXIX.IOQ AT '5' BRACES, USE LI3X1.SX.IS0 ANGL= AI RE ATTACH- TO BOTTOM SIDE OF GIRTS OR PURLINS DIAM. SAE GRADE 5' BOLTS ANGLE BRACKET: AT 'A' BRACES, USE L! :1X.10 AT 'E' BRACE, us L 13X.1.SX.130 1 11111 1 I L + _ i STEELS' SALES, INC. 37396 RUBEN LANE, BOX 9 SANDY, OR 97055 -9377 (503) 668 -3267 IIIII y iiiT lllillll1 5 6 91 VI. CI. Zl 11111111111111111111111111111 Il11111111111111111111 111111.111] 1 1111111}1 i w�� 111111 111.1 ,,I 111 1 1 1.x 11 1 11 1 111 11 1 , 1 . 1 . 1 . 11 1111 111 HOl =c) FOR 4;12 "REKS NI1 T H I" L_�GE DISTANCE TYP. 4 f6" PLATE E STEEL FRAME OR COLUMN 0 0 0 16 ga. L4X4X6" LONG W/ (2) #10 SGRES^6. INTO RAF T47. L AND GIRT 0 D01-6-3al 4 • TYP. PURL I N GLI DETAIL. NO SCALE G 1 RT-70-GHANNEL NOT!: IF FURL IN, GIRT AND BRAGS SCRastS ARE INSTALL='D THROUGH FR=R!l..,_ED HOLE IN THICKER MA t IAL INTO _T I`f1NN R GIRT AND/OR PURLIN MAT = ' IAL , SPECIAL GARS SHOULD B= TAKEN TO NOT OVER T ICI- N SCE AND STtRIF OUT NINN_R MA i' IAL. TIGHTLiN S./;;REINS ONL T' TO BRING GIRT AND /OR PU LIN MAEMIAL SNUG TO CLIPS OR BRAG:... SHOULD STRIPPING OF THINNER MATE 1 AL OCCUR, R�=' OVE -SORE ' AND INSTALL "DIAM. SGR,:.Y+IS THROUGH THIN/NIE MA , _ 1 AL INTO THI CK R MATEt DRAWN jtl DATE Co JOB NO. 220 -0ack: BUILDINGS SHEET N2 HELD UPHILL SIDE, TACK DONINHILL SIDE S ST"r - CHANNEL. RAC ► _ 1 GIRT DETAIL NO SCALE 17l' P T ''' r `Wrr 4 Sheet N2 SPSG, 01/14/99 at 16:58 NOTE: -.SEE SHEET DI FOR DOOR FRAMING DETAILS. N ASf(4 Engineering, Inc. 3 Proctor Blvd. Suite "G" Sandy, OR 011055 (503) 668 -6880 PAX: (5o3) 668 -525 TYP. PIERS 3° X 6 DOOR X -BRACE X -BRACE X -BRACE IN ROOF ABOVE @ COL'S. 4 -5 AND 9 -10 DOOR PIER PER G I AND C2, TYP. (2) LOGATI ONS ® COL'S. 3 AND 6 TACOMA SHEET METAL/ KING COUNTY BUILDING SEATTLE, WASHINGTON 1 1 0 INCH CHINA FOUNDATION PLAN SCALE: %" = 1' -0" 12 ° X 12 OVERHEAD DOOR 36' -0" (SIDEY`IALL) WEB STEELL' SALES, INC. 37396 RUBEN LANE, BOX 9 SANDY, OR 97055-9377 (503) 668 --3267 Ii I'IIi'LiI I ' ' IiI. �.I li l�liL.I.I�illlI I • 5 6 S.L VI. CI. 4i. f � } .,. ; M� ' \ _6ia r '.S w . pp IIIIIIIIIIIIIIIIIIIIIIIIII �IIIIIIIIIIIIIIIIIIfIIIIIIII I I Illhlll ►►L� L�IL. Illillli 1l�Ill liii�Illlil` iiaiLilLLliiiLLLiiiliilllllllll�iillililiililili OUTSIDE OF 6I RTS/EDGE FURL IN @ COL'S. 1 AND 8 @ COL'S. 2 AND 1 OUTSIDE OF G I RTS/ROOF ° X 6 DOOR O N o1 -3a DRAWN RJT DATE 6 -12 -2 JOB NO. 2201 —047 SHEET 1 /n'ofT /ye° to pF ' MIT C�j�TER • DOOR FRAMING PER SHEET D I ASK4 Engineering, Inc. 31084 Proctor Blvd. Suite "G" Sandy, OR 1'7053 (303) 668-6550 FAX: (503) 668 -3231 ROOF PURL.IN (PER SHEET N I) ROOF PURL INS (PER SHEET NI) 2 SIDEWALL EXTERIOR ELEVATION 0 INCH CHINA SIDEWALL EXTERIOR ELEVATION SCALE: " = 1' -O" X X TACOMA SHEET METAL/ KING COUNTY BUILDING SEATTLE, WASHINGTON / CANTILEVER WALL GIRTS PAST COLUMN TO DOOR JAMB, TYPICAL '1 111' 1'i liliii1iiiii+1lil'I1 WEB STEELL' SALES, INC. 37396 RUBEN LANE, BOX 9 SANDY, OR 97055 -9377 (503) 668 -3267 1 1 1 1 1 1 1 1 1 1 1 1 i 'l 1 5 6 5L b1. £I Zl (� Q� "; 6. 8. . L 9 � {r'I 5 b £ Z L '0 ...,.111I.1. i 1 WALL GIRTS (PER SHEET NI) Doi3 NALL GIRTS (PER SHEET NI) DRAWN RJT DATE 6-12-2001 JOB NO, 2201-047 TM SHEET 2 4 XPtRES: 10 -31 —O • NOTE; SEE SHEET N2 FOR BRACE INFORMATION. G6 X8.2 STEEL CHANNEL RAFTER TYP. ASK4 Engineering, Inc. 35084 Proctor Blvd. Suite "G" Sandy, OR 57055 (503) 668 -6550 FAX: (503) 668 -5255 INSTALL SINGLE 'A' BRACES TYP. ® I0 HEIGHT TO PEAK 12 13 TO EAVE X -BRACE (PER ' - WALL G I RTS DETAIL I/S4) (PER SHEET NI) T.O. CONCRETE O 9 ENMAALL INTERIOR ELEVATION I 0 0 co TACOMA SHEET METAL/ KING courr BUILDING SEATTLE, WASHINGTON IIi lII I ��.. ; I __ � �. i I IIIIIIIIII1 II II II I I 0 INCH CHINA INSTALL SINGLE 'A' BRACES TYP. @ 10' -0" HEIGHT C6 X8.2 STEEL CHANNEL RAFTER TYP. WALL el RTS (PER SHEET NI) Nk'ALL INTERIOR ELEVATION SCALE: i" = I' -0" 1N EB STEELL' SALES, INC. 37396 RUBEN LANE, BOX 9 SANDY, OR 97055 -9377 (503) 668 -3267 1 5 6 5l VI. El Zl , :: ` era. Q t ... , � .w 9 � . ! • _9F � � 5 ti C Z l vi i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIII IIL�IIIIILIIIIIILLIIII I IIILILIII.I'�� i ` � r .I „I... �1II.. CIIjIJ IIIIIIIIllIII�iIiiIIIiiiil11iiI X -BRACE (PER DETAIL 1/54) TO PEAK 3 TO EAVE T.O. CONCRETE DRAWN DATE JOB NO. SHEET 0 9 d z I 0 0 cn RJT 6 -12 -2001 2201-047 3 4 "E PIAES: 10 -31 o% CITY OF TU FEI rnr ^C / /?Lrc ' in ASK4 Engineering, Inc. 31084 Proctor Blvd. Suite "G" Sandy, OR 11055 (503) 66S-6550 FAX (503) 668-5231 1 F RAME HALF (24.14) 4J SCALE: NONE HOLLOW TRIANGLES INDICATE SINGLE 'A' BRACE (PER SHEET N2) TACOMA SHEET METAL / WEB STEEL' sates INC KING COUNTY BUILDING SANDYR OR 055 9377 SEATTLE, WASHINGTON ( 668 -3267 1 1' 0 INCH CHINA 2' -0" TYP. SYMMETRICAL ABOUT MOTES: 1 KAY I. UNEQUAL LEG ANGLES TO BE PLACED WITH LONG LEG IN THE PLANE OF THE FRAME. 2. FOR WELDING REQUIREMENTS, SEE SHEETS 55 4 54. 3. SNOW LOAD = 25 PSF, DEAD LOAD = 5 PSF, WIND LOAD = SO MPH, '5' EXPOSURE 4. TRIBUTARY FRAME SPACING = 10 ' -6" 5. TOTAL FRAME WEIGHT = 441 LBS. UPPER CHORD . . L3X2X.I875 LOWER CHORD . . L2X2X.1875 INNER LEG . . L3X3X.1875 OUTER LEG . . L2X2X.I25 A . . LIXIX.109 B . . LI.5X1.5X.130 G. . . L2X2X.I25 D . . L2X2X.1875 H . . L3X2X.I875 1 111/11 ,I'i'i I 5 6 s l b t. £ I. el `�I� 1 � °: 1. « 6 8 . L C Z l LIIIILIIIII II, I ��IIIIIII�Ii���� II ��(. �I�. 1 �1���i �II ��L�� ��I����I���I�I ►��I����I���II���II WEB BUILDINGS 1 EXPIRES: 10 -31 -0 DRAWN RJT DATE 6 JOB NO. 2201-047 TM SHEET 4 1 C11 yRO TUK LA 4. r! PERMIT C TACOMA SHEET MEAL KING COUNTY 24.14 (16).dwg, 06/09/01 at 12:08 GOL UMN #'S DEFTH D I AM. "A" BARS 415,c\, %0 s'-F," 24. ,E ( A- 1 -z, • s 4 -Z" 24" (t) - q- 3 ,Co 2 -8" ;co" lo) E Pcane p t f i� 5 2- -.0" I2," 1Jcp t—) NOTES: I) THICKEN CONCRETE E AS REQUIRED TO PROVIDE 3" MIN. OF GONGR>✓ E COVER ON ALL ANCHOR SOLTS AND REINFORCING AT SURFACES IN CONTACT WITH SOIL. 2) SEE SHEET NI, GENERAL NOTES, FOR ADDITIONAL INFORMATION, INCLUDING SILL PLATE BOLTS. ASK4 E ngineerine, Inc. 3ci0S4 Proctor BIvd. Suite "G" Sandy, OR Q� 055 (503) 668 - 6550 INC. FAX: (503) 66S-525ci UNDISTURBED GROUND SURFACE (ANY OVER -- EXCAVATION MUST BE BACKF ILLED EITHER WITH 2000 psi CONCRETE OR WITH CLEAN SAND THOROUGHLY COMPACTED 5Y TAMPING IN LAYERS NOT MORE THAN &" IN DEPTH) I.1 -I I I �._ I I 0 INCH CHINA I- FOUNDATION DETAILS G ., • 9►. bL £L Zl , > .OL.• . 4 • •• •• • �• • • •• P' • • 4 . • • , • I I I I I I I l' I' I' I; 1 I PX 5 OUTLINE OF BUILDING WEB STEEL' SALES, INC. 37396 RUBEN LANE, BOX 9 SANDY, OR 97055 -9377 (503) 668 -3267 , 6 9�4�7 g • ti £ Z ' Wc 0 IIf1 1I IIIII1IIi trlI1Ilil1lill Idl lilIIII LIIIIIIIilllll11111111I1111 DO I 1- 3a 1 ANCHOR BOLTS PER FOUNDATION PLAN AND DETAILS 6 X 6 - WI.4 X WI.4 WELDED WIRE MESH REINF. CAGES (LAP ENDS 6" MN., WIRE TIE IN PLACE.) -t J J -- FLAN V I EN NO SCALE NOE: CENTER OF PIERS TO BE WITHIN 2" OF CENTER OF ANCHOR BOLT GROUP. 1� ROU1•1 D CONC. F Er`Z i,E T AILS C I) SCALE: NONE OFT UKWILA P ER M IT C E Nr F p 2 001 "A" VERTICAL BARS PER SCHEDULE (START 3" FROM TOP OF PIER) CONCRETE PIER 4 WIRE MESH CAGE AS SPECIFIED ABOVE DRAWN RJT DATE 4 1 Z - Z-za( JOB NO. ZZoI - 7-- SHEET CI ANCHOR BOLTS PER FOUNDATION PLAN A" VERT AL BARS PER SCHED TOP O EXPIRES: 10 -al Sneet C2 Fier.owg, 05/16/01 at 17:03 #I2 SCREWS FROM SILL P TO DOOR JAMB, TYP. EACH FLANGE STEEL CORNER COLUMN CONCRETE PIER DOOR JAMB STUD PER SHEET DI OUTLINE OF BUILDING DOOR OPENING P_O" MIN. B �� 0 0 AT CORNER PIERS IMO IF DOOR OCCURS BOTH SIDES OF CORNER, INSTALL Y2 "4 SILL BOLT AS SHOWN, EXTEND SILL PLATE TO ATTACH TO ANCHOR BOLT SCALE: NONE I 1 1 i 0 INCH CHINA 1 �IIIIIIIIIIIIIIIIIIIIIIIIIII � 6 169a. SILL TRACK WITH I" FLANGES WITH (2) ) ANCHOR BOLTS, EMBEDDED 4" MIN. INTO CONCRETE PIER (CONTINUE UNDER DOOR JAMB STUD) STEEL FRAME (WF COLUMN 0 SIM. CONDITION) CONCRETE PIER NOTE: ALL SILL BOLTS SHALL BE LOCATED AT LEAST 5" FROM EDGE OF CONCRETE PIER. SILL PLATE DETAILS AT PIERS 1I I I IiI 111111j11ij!I1111 N I ... I ' -0" MAX. AT INTERIOR FRAMES AND COLUMNS 5 6 Z Fib IIIIIIIII ,IIIII IIII'lI( i�IIiIIIIII: II III IIIIIIIIIIIIIIIIIIIIIIIIJIIIIIIII DOkJ DOOR OPENING , 169a. SILL TRACK WITH I" FLANGES WITH (2) Y2 " <t) ANCHOR BOLTS, EMBEDDED 4" MIN. INTO CONCRETE PIER (CONTINUE UNDER DOOR JAMB STUD) NOTE: IF DOOR OPENING OCCURS ON ONE SIDE OF FRAME ONLY, EXTEND SILL PLATE CONTINUOUS PAST FRAME, ANCHOR TO CONCRETE PIER AS SHOWN. CITY OF TUKwm q PERMIT CENTER OUTLINE OF BUILDING 4 DOOR JAMB STUD PER SHEET DI #I2 SCRE1AIS FROM SILL FE. TO DOOR JAMS, TYP. EACH FLANGE p RcS: 10 -31 --04 ASK4 Engineering, Inc. 35084 Proctor Blvd. Suite "C" Sandy, OR S1O53 (503) 668-6550 FAX: (503) 668 -5235 FOUNDATION DETAILS WEB STEEL'" SALES, INC. 37396 RUBEN LANE, BOX 9 SANDY, OR 97055 -9377 (503) 668 -3267 • DRAWN RJT DATE 67-IZ -Zcc) JOB NO. 2o(- o4 7- SHEET C2 STEEL Door Jamb at Pier.dwg, 06/09/01 at 11:42 i 1 'TYR BOTH SIDES OF DOOR ��— STEEL FRAME OR COLUMN SPRING BOX ASSEMBLY TYP. AT EACH SPRING ► 7-- TYP. GIRT 7 �-- )g DI AM. A.B. WI THING 6" OF JAMB OVERHEAD DOOR FR,4MING DET�iL SGALE: NONE 1 NP. BOTH SIDE OF DOOR ASK4 Engineering, Inc. 35O84 Proctor Blvd. Suite "G" Sandy, OR 4 1?O55 (505) 668-6550 INC. FAX: (503) 668 -523Q I lIjIP _. i . 0 INCH CHINA DOUBLE GIRT ABOVE DOOR WITH TYP. CLIP AT EACH END OF EACH G i RT TRACK HEADER AT ENTRY DOOR STEEL FRAME OR COLUMN DOUBLE GIRT ABOVE DOOR WITH TYP. CLIP AT EACH END OF EACH GIRT TYP. G " DIAM. A.B. WITHING 6" OF JAMB (__4 ENTRY DOOR FR,4MING 17ETA1L SGALE: NONE BUILDING DETAILS s t b!. CI. Zi . IIIIIIIIIIIIJIIIIIIIIIIIIIIIIIIiiiiIIIIIIi • i I�IIII [ I _�� i1 �_ j . l � j jI111 .� 1111 _ L �_ II . L � I � HIII � ILIIIII � L 1 SGALE: NONE 51 SINGLE GIRT W ( 3 / p 1111 1 11 . 1111 1 1111111114111111111.1 111111 1111 .11.1111111111I1111111111111I II1IIIilllll1 STUD BLOCKING (SAME AS GIRT) ATTACH WITH (2) #12 SCREWS EACH END (COPE AS REQU I RED MATCH GIRT DEPTH) OUTSIDE FACE OF BUILDING DBL. GIRT OVERHEAD SPRING BOX SGALE: NONE. WEB STEEL' SALES, INC. 37396 RUBEN LANE, BOX 9 SANDY, OR 97055 -9377 (503) 668 -3267 IL IIIII ,. IIIr l ; I �I�h;� , I Ij IjjiI j_ I 5 6 16 ga. 2" X 2" CLIP WITH (4) #12 SCREWS TOTAL 1 "VERTI GAL STUD (DEPTH TO MATCH GIRTS) 18 ga. TRACK TYP. GIRT OUTSIDE FACE OF BUILDING OVERHEAD D OOR JAMB SECTION D01- 31 EDGE OF FOUNDATION DRAWN DATE JOB NO. TM SHEET RJT Co - l z -Zoo I 2 D1 4 1 I EXPtR- `S. 10-31 01 CIry.R�. T�kW A DOOR STEEL GIRTS.dwg, 06/09/01 at 13:51 i CORNER COLUMN SCHEDULE DETAIL COLUMN I /SI L3X3XY4 2 /SI L4X4Xl: 2A /SI L4X4X% BASE FE. LOCATION SCHEDULE GIRT SIZE DIMENSION 'A' 2X6 #2 -1 u 2X8 #2 85/4" 6" STEEL 'C' - T) II 8" STEEL 'G' , ciy, BOTH � LEGS TYP. 3 �6 1 4" PLATE 3" SQUARE m V OUTSIDE EDGE OF BLDG. /5LAi3 (SIDEYVALL) ANGLE CORNER COL. DETAIL SCALE: NoN 3" DIM. 'A' Z8 " D I AM. HOLE FOR 5 4 " D I AM. ANCHOR BOLT EMBEDDED 7" (WI TH WASHER) OUTSIDE EDGE OF BLDG. /SLAB (SIDENALL) I DIM. 'A' (ABOVE) i • 0 INCH CHINA — OUTSIDE EDGE OF BLDG. /SLAB (ENDWALL) ANGLE GORNER SIZES: OUTSIDE EDGE OF BLDG. /SLAB (ENDWALL) TS3X3X 1 D I AM. HOLE FOR 54" DI AM. ANCHOR BOLT EMBEDDED 7" (WITH WASHER) TYP. (2) LOCATIONS L3X3X6 BY 5" LONG TYP. n (2) PLACES /\/ TS CORNER COL. r)ETA1 L I SCALE: NONE EDGE PURL IN PER ABOVE DETAIL ATTACHED TO TYP. PURL I N CLIP (PER SHEET N2) L2X2X716 BY 6" LONG WITH (2) 5 /8" DIAM. A -307 BOLTS FILLET OR GROOVE WELD AS REQ CORNER COLUMN CORNER GIRT CLIP (PER SHEET N2) WALL GIRTS CORNER PLAN VIEW r SCALE: NONE ASK4 Engineerin, Inc. 31084 Proctor Blvd. Suite "G" Sandy, OR 17055 (505) 66E5-6550 INC. FAX: (505) 668 -525Q BUILDING DETAILS WEB STEELL' SALES, INC. 37396 RUBEN LANE, BOX 9 SANDY, OR 97055 -9377 (503) 668 -3267 DRAWN RJT DATE Co Z -2-cc' I JOB NO. 2Z °k - O4 BUILDINGS ""TM SHEET Si IIlII1 `IJ1I ilili. "Ii�'il`ili[i I I; IIIII 5 6 51. VI- CI. Zl C Z woo III IIIII III ��I�I ��IIIIILIIII IIIII.I{�uII II I IIJ I{I ��L���� IIIII ft I)IIIi i II: LIIIIIIIIillll ►IIIIIIIII�IIIIIIIIIIIII BUILDING SKIN 15 ga. STEEL EDGE PURLIN f I 5 " EDGE PURLIN DIM'S. WALL GI RTS FURL INS PER SHEET NI lb ga. TRACK FASCIA BEYOND (WITH I t " FLANGES) ATTACHED TO PURLIN ENDS WITH #8 SCREW AT EACH FLANGE STEEL CHANNEL RAFTER CORNER EAYE PR,4MIN6 4 (RIRE�: 10 -31 �o t 1 , Sheet S1 SPSG.dwg, 06/09/01 at 14: 25 I FURL IN CLIFS ER SHEET N2 (4) " DIAM. A-501 BOLTS SILL r. /GIRT (2) Si D I AM. HOLES FOR % " DIAM. ANCHOR BOLTS WITH WASHERS, = M5.=.DD =D 7 " AS(4 1I %3 A6X S2 SCALE-:: NONE 1S, Engineering, Inc. 39084 Proctor Blvd. Suite Sand, OR cf 7055 (505) 665-6550 6.,50 T=AX: (505 ) 668 -8255 H II OUTSIDE EDGE OF GIRT / BLDG. 1 SLAB 5717-_ �=L 1 C CHANNEL ENDWALL RAFTER (SIZE PER ENDWALL ELEV.) WIDE FLANGE ENDWALL COLUMN (SEE ENDWALL ELEVA T ION FOR BRACING REQUIREMENTS) 4 ENDWALL RAT=TER TO COLUMN r,1:71.1-AIL. S21 SGALE: NONE Xb "X W6x END COLUMN FER pn SCHEDULE ABOVE T P. ' /l C b V I FLANGE 71 F ENr,W,4LL COLUMN 845_ BASE P LOCATION SCHEDULE GIRT SIZE 2Xb r2 2X8 T2 6" STEEL 'G' S " 5T;...EL `G DIMENSION 'A' 1 .1 a'/4" ENDWALL COLUMN 5C1 ULE DETAIL I COLUMN SA/52 ( Y446X 9 33/s2 5C/52 1 BUILDING DETAILS I L. I .. l' IT I �,. I � i � I1 - I i IiIiLillLii � 1 � I � I1I , ilIIIIL _ Ii 0 INCH CHINA (4) " DIAM. A -507 BOLTS 'C' CHANNEL ENDWALL RAFTER (2) " DIAM. A -507 SOLTS, EACH SIDE S2 SCALE: NONE WEB STEELL' SALES, INC. 37396 RUBEN LANE, BOX 9 SANDY, . OR 97055 -9377 (503) 668 -3267 5 6 5I. bL E l , • .,. .., - 3 0 LIIILIIIII I LLI��► L111. L1 111i111111Li� iili �I�. fil� il �LILLILI LI �iiili�l�llll�llill lliiiliiiililill ENr,kNALL PEAK DETAIL COLUMN SCALE: NONE ENDWALL PEAK DETAIL WIDE FLANGE ENDWALL COLUMN ft 1 X 4 " X 4 " 'C' CHANNEL ENDWALL. RAFTER DRAWN RJT DATE (o - tZ - Zool JOB NO. 2Zo( -043- - SHEET S2 4 EXPIRES: 10-31—o 1 E RM /r Sneet S2 W6.awg, 06/13/01 at 11: 08 l,q BASE P LOCATION SCH GIRT SIZE DIMENSION 'A' • 2x6 #2 7" 2x8 #2 834 n 6" STEEL 'C' - .. gj/ n STEEL 1 r 8 STEED G CENTER ON PT. 'A' ALIGN .EDGE WITH FT. '3' CENTER ON PT. 'D' ALIGN TH15 EDGE WITH PIS. ►i3 a 'p1 BRAG PER FRAME HALF AND SII=T N2 SIDING MA ,1 SRI AL NOTES: EDGE PURLIN GL IP FT. 'G' TO FT. 'C' L4xjx %/8 (F.:-O T H SIDES OF G ONNECTI ON) PT. 'A' 83 SCALE: I"=1-0" L SEE SHEET S4 FOR M=MEER W=i PING NOT IOWN. 2. USE 3 /4 "© BOLTS AT LOCATIONS SHOWN. 5.1F S.=EC4 F IED W=L ,D LENGTHS ARE NOT ALL FOS5I5L E ON FRONT SID= SHOWN, PLACE REMAINDER ON BACK SIDE. TO FT. 'A' FRAME SAVE ASK4 Engineering, Inc. 3'1084 Proctor 31vd. Suite "G" Sand , OR 5 (503) S65-6550 FAX: (503) 668 -5235 Ye PT. 'D' AT %A. END, Y8 r k ---1 1111111 1 1 1 - I 4. EA. .END ► TO PT. 'B' 4 'D EXPIRES: 10 -31 —0% 5 /4 I ' BOLTS (TYPICAL) (SE SHE - -I NI FOR TYPE) EXTEND BEYOND NEXT PANEL PT. 12" MIN. PT B1 LAP SPLICE 6" MIN. WITH 3 4" FILLET Wr1 • ALONG TWO EDGES OF B01 OM CHORD OR y8 p— BUTT SPICE LIKE TOP CHORD BUILDING DETAILS 24' WIDE / 2 BOLTS FRAME PEAK DETAIL SCALE: 1 " ='1 -O" d 3 " a 3 " I A L CONCRETE FOUNDATION tOk32 1 � BASE SECTION SCALE: i " = ' 1 -0 " WEB STEEL'" SALES, INC. 37 RUBEN LANE, BOX 9 SANDY, OR 97055 -9377 (503) 668 -3267 hiIIIIIIIIIIIIIII1IIII► ILII1IIII ►IIII1II�IIIIIII1LIIIIIiII IIIII1III.1IIILI!(.III1II, IIIIIII'lllj L , I ilai i ..OIi11I111 iii iIIiIIIIIIIlIII ►II111� 1111 1 1111 I IIII V N OUTSIDE EDGE OF BUILDING /SLAB /G 1 RT5 - BUILDING FRAME (2) I "4) HOLES FOR 5 /4 "4 ANCHOR BOLTS (1 J WASHERS) E MBEDDM2 MIN. INTO CONCRETE BOTH LEGS > 5, (6 I l IIIIT ,II1I111II IIII I IIIIIIIIIIIIIIIIT I (l I I III I III ► i I I I' I11II�' 1 l p INCH 1 I l CHINA $ ' , 4 5 51 tVI. CI. Zl TYP. EA. SIDE m OF JOINT BOTH LEGS > 56 ( • \\ BASE' . I)ETA I L /t6 �'o�' o FN7 .,R I" MAX. GIHOR� SFLIGE DIM. 'A' bY�11 ►1 X11 - ^ ►► - DRAWN DATE JOB NO. SHEET S C AL E: i l/ 2 " =1 - O " RJT 6 -lz- 2 : I ZZot -o47- S3 SPLICE ANGLE TO MATCH CHORD SIZE (12" LONG) y 4 n OFFSET 54, , SIDE E Y4" x 8" x 4" . % " Vaulted S3 24 foot 2 Bolts.dwg, 06/09/01 of 10:21 O,c V /ch/ • NOTE: DURING INITIAL X -BRACE INSTALL ATION, TIGHTEN CABLE SUCH THAT NO SAG OGGURS, THEN TURN NUT AT ONE END AN ADDITIONAL (2) FULL TURNS. CUSTOt• SHALL FEERFORM PERIODIC, INS7 'GTION 01= ALL X- BRACING CABLES TO ENSURE TAUTNESS. IF GABLES HAVE LOOS�NED, REPEAT INSTALLATION FROG ._.,". URE ABOVE. BLDG. AME . 16 V 5 TOT. Er - " OLT AITH NUT NOTE: ATTACH AT BASE OF COLUMN AND AT ROOF X- BRACING IN 51MILAR MANN R 1 4 �- TOP OF STEEL "BANE (OR COLUMN 5IM. GONDITION) 'ROCKE=R' NASHER X-SRA.I N6 GONNEGTI ON ANGLE PER SCI ULE BELOW NIITH I!V SLOT FOR ALT (CENTER SLOT ON 3' LEG) FAO. "FLO -LOG STRAND GRIPS "FLO -LOG" CABLE X -$RAG I N6 CONNECTION t7ETA IL NO SCALE A5K4 Engineering, Inc. 31054 Proctor Blvd. Suite "CH Sandy, OR 1 (505) 665-6550 FAX: (503) 665 -5251 AME .JOINT AT 2- M!MMER ANN, BUILDING DETAILS I I I II ��_� , + � 0 INCH CHINA 1 IIIII Hill' IIIIIIIIIIIIIII to t. 6 ' PURL IN OR GIRT 2 FRAME WELD CONNECTION NO SCALE 64. WEB STEEL..' SALES, INC. 37396 RUBEN LANE, BOX 9 Z!` E SANDY, OR 97055 -9377 ,. (503) 668 -3267 . � � - � - BUILDINGS I I I I ; I I I : I 1 I 1 1 1 1 i I i i PI1II1 ;11111 5 6 S y, IIIIIIIIIIIIIIIIIIIIIIIIIILIIII IIIII� � � ���{ `�� , ` `"b° IIIIIIIIIIIIILiIiillli ►I�IIIIIIIIIIIIIIIII�I KELDING REQ'TS. (PET. 2/54) I. GENT = 1..INES OF WIE3 MEMBERS SHALL ALIGN AT COMMON POINT AS SHOWN. 2. FILLET WELD LEG SIZE TO MATCH }^1E5 MEM15 THICKNESS. MN. 3. TOTAL WELD LENGTH AT EACH END OF MEMSER: 4" FOR L l x ! 5I. ° FOR L1.5X1.5 7 " FOR L2 IO' FOR L5X3 4. HELD I NG SEaUENCE: YIELD IA: FIRST, VELD 15' S� GOND THEN WELD 'G'. 5. CLIP CORNER OF KE5 MEM5ER AS REQ'D. TO ATTAIN SPECIFI }^ELD. YELD ON BACK IF MIN. N1ELD IS NOT POSSIBLE ON FRONT. FRAfr DIAEONAL CHORD ST Fr WELP I N• NO SCALE DRAWN ill DATE (2 - 12 - Zo o JOB NO. ZZo l - 04-4 'M SHEET S4 4 STI r EN� =R NOTES: I. WELD LEG SIZE TO MATCH STINER THICK 2. TOTAL HELD LENGTH AT THE ENDS IS THE SAME AS NOTE 3 OF 1^ELDING REQUIREMENT, DETAIL 2/54. 3. SELL, 'F' ONLY REQp. FOR 1.4X4 STIFFENERS. TACK HELD AT OTC ANGLE SIZES. 4. EXTEND STIFFENER BEYOND PANEL POINT SUCH THAT 16 THE SPECIFIED YLD 15 PAST THE PANE., POINT. ci �RoF ro.w /( P$R M/rC FNTR Sheet 54, 08/05/99 at 17:53 •