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Home My WebLink AboutPermit D97-0250 - LEWIS & CLARK CONDOMINIUMS - 32 CARPORT AWNINGSCity 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: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 429350 -0000 15625 42 AV S ACOM DEVPERM HDR 001 Fire North: .0 South: .0 East: 125 Sewer.:_VAL VUE Slopes:' Y Contractor License No.: PACIFW60440N DEVELOPMENT PERMIT OCCUPANT LEWIS, &:.CLARK CONDOMINIUMS 15625 42 AV 'S, .TUKWILA WA 98188 OWNER LEWIS & CLARK CONDOMINUMS PO'BOX'58406, SEATTLE WA 98138 CONTACT ,SANDY DAVIS .. 1 902 JEFFERSON WY ..E, LYNNWOOD WA CONTRACTOR; PACIFIC WEST COAST INC 1902 JEFFERSON WY E, LYNNWOOD.WA 98037 k*************************************************k*** * * * * * * * * * * ** * * ** * * * * * * * * * * * ** Permit Description: INSTALLATION OF 32 CARPORT AWNINGS ON EXISTING CARPORTS. k**************************************************** * * * * * * * * * * * * * ** * * ** * * * * * * * * * * ** Construction Valuation: $ 14,986.80 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: Fi 1 : 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:. $ 375.34 ********************************************************** � ** * * * * * * * * * * * ** * * * * * ** * * * * ** Permit Center Authorized Signature: G�' i�a1 " ' Date: o - CO I Signature: This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last 98037 Print Name: ____ "1" \_vL_ LIpD-A Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: i f f �1f (206) 431 -3670 D97 -0250 ISSUED 08/06/1997 02/02/1998 PRIVATE GARAGE 1994 N/A .0 Phone ::(206)242 -6444 Phone: 425 743 -2373 Phone: '206.7.43 -2373 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. Date: __ eV,) 2 if the work is not commenced within if the work is suspended or abandoned inspection. CITY OF TUKWILA Address. 1,5625. 42 AV r ` Permit Nc : D97-0450 Su te. Tenant: Status: ISSUED Type : DEVPERM .; Applied: 07/24!,1997 Parcel, # 4293.50 -0000 Issued 08/06/1997 k •k:•kk A k k*k**b• k* 1 k* k******* k* *:******* * *•k *k * *•k***** *' ** * * *• *** *• ** Permit Conditions: 1 No changes. will be made to the plans unless approved by the Architect:or' and the Tukwila,:Building Div.ision.. 2 All , p:ermi ts, • ins P ectiorr: re,cards,`�anCRappr; ove plans shall be available '; at:the j.ob i ae' ° " to t s tar t o f a ny co t `. ',0. i on`. Thee 0,ocurents `are tPd e 'main ta�ihnod. and ava i.1 a.h .until fin` inspec a pprov, is :grand te ` �. '3 A ll c onstruction to, be 'done in contormance wish a proved p and s :re.qui rem e nts . .of :th Un ifor Bu il ding Co (19.94 <. asp' Editi arn�,ende�d? Uni f r m M`echan'i`cal. (1994 Edit,i arid. I•tes,gtony: 'State Energy Coder ( 1 994 E dition) �''' . 4 Notify 1the. City , Tukwila Bu yll'63n,y, Division; toJ placin,gpan.y concrete Thii:* procedure is in• addition to an requirrernents for A sp 'Inspection. • 5 Valid ofkFermit. The issuanci of a permit or °approval plan sii spe,ctfi cat ions,::;and computations shall not be be-con- strued to be 4:, permi "far - -or an approval of, any v ^iolat,ia of z o f�' "the ;4prov,j s i or s, ott:. b4:11 i rig°'.code or of ` othe ` oor`d i narice of� the ;J ut i sd i ct`i;on ::` Nos•permi t presurni rig =;t gi .viol;a , 'orr 3 cancel the provisions of this c ope l sha l l b e ° .vali.d � , /,, 4 a t • Project Name/Tenant: t ` te- 64„4 �� Rr G�`T U P— �t�i[x� t� � l�L� V I e pnstr ion: g6� tiet I " // (1 ( Site Address: City State /Zip: tI '7W Z1 4-1,1 A�-v S 'Tviu.l,�.�IG R� I $e& TaxcPa ceI N mber: 1 !ar�O � l.- P W 1' J (- r � L( C' �rni n�u� Pn Q6 _6) AAcyz tiO (^ 6 , cop. l i y Zip: Fax #: Contractor: Pf cAec- ,, _ l��t 60. �.� -ucl ( - 7 4 2313 Street Address: City �� tee/ State/Zip: ItD2 i kje D ia?A' i L. J (,ti )) �4( Fax #: Architect: }� V: P1 6.�Lc -id Pon 4zs 330 6S0 Street Address: City State /Zip: 1'2324 -S 51 27 A-ve S ir■�`re 6 032 Fax #: Engineer: le , iee'LIG j JCS Pone: 53) 13 61 1373 Street Address: City State /Zip: .ft' 0 4 I q ( Sr ke Std Aoteledd 9 &olz Fax #: Contact Person ,v o L Pse'S 143 23`75 Street Address: City State/Zip: 2 . tV0 k eescv..t co- 6 L , f ' NN “. x x) b gao Fax #: Description of work to be done: In5 1 - a1UC" 0 -f- 3• c1ai awns` s Existing use: ❑ Retail ❑ Restaurant aa Multi- family Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University fia, Other CAS - D -T . Proposed use: ❑ Retail ❑ Restaurant ril Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University 53 Other CA4CR,21 �S Will there be a change of use? El yes ISI no If yes, extent of change: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm Pi none ❑ other (specify) Building Square Feet: existing new Area of Construction: IZEPli -t P.r 4& Cile-?e-1 Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating ❑ yes Si no quantities & Material Safety Data Sheets New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ 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 not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date applicationcepted: CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 NCPERMIT.DOC 1 /29/97 BUILDING OW - - OR AU HORI D .. G y,, Date: / /q Signature: �I /y / -__-_ AI . f Print name -ie- t•, (! Ph42s 3,8, / � ,,, -� Fax #: Address: City /State /Zip: .Z4 -g sis ma- - ('�C C? - _. q8Z ALL NEW COMMERCIAL/ADDITION /MU FAMILY PERMIT APPLICATIONS MUST = 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 D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ 11 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 Toad 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 Washin ; .. - - Department- of_Lahnr 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 theJ permit is issue. • - submit Fo r f -4 — "Affidavit in Lie o n ractor Registration ". Building Owner /Authorized Agent If the applicant Is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PE JURY BY THE LAWS OF- E STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. NCPERMIT.DOC 1/29/97 k ** *** * * *** ** * * *k * * * * ** ** *kk * *•kkk* ** *4 ** *k ** *k***,k ** * * *k *** CITY OF .1UKWIL.A; WA * *4,:kkkk•.kk *4 *. *k **4* * * * * k. .Jr ** *k *+ r*** *kkkk•kkkk*•k*kk * *:l * * **** *** ** TRANSMIT Numt er:. R9700623 Am.ouht: 229.25.08/06/97 12:07 Pa.viaerit Method: CHECK Notation: PACIFIC WEST. CST Init: SMC. Permit No: D97. -0250 Type: DEVPERM DEVELOPMENT PERMIT Parcel. Na : 429350- 0000 Site Address: 15623 42 AV S Total Fees: 375.34 This Payment 229.25 Total ALL Pmts: 375.34 Balance: .00 .*****1 r******.** k*************•***** A* * * * *A• * * * ** * *** * * **A* * ** *** ** ** Account Code Description 000/322.100 BUILDING - NONRES 000/386.904 STATE BUILDING SURCHARGE TRANSMIT Amount 224.75 4.50 VA 08/07 9719 TOTAL 229.25 *k*******kk******h****A******k***********A** **hAirk**k******k*** CITY OF 'TUKWILA? WA , 4:5 TRANSMIT *****4;******k****kk*lick*****. **,* *4A * * **4*************A TRANSMIT Number: R9700618 'Amount: 146.09 07/24/97 10;44 Payment Method: CHECK Notation: DANTE PALMAFFY Init: KJP • Permit Na : D97-0250 Type: DEVPERM DEVELOPMENT PERMIT Parcel No 429350-0000 Site Address: 15625 42 AV S Total Fees: 373.34 This Payment 1,46.09 Total ALL Pmts: 146.09 Balance: 229.23 Account Code Description Amount -000/345.830 PLAN CHECK - NONRES 146.09 2430 07/25 /717 TOTAL 146.09 Project: L�.I a d C c.,A0-14 -- Go P Type of Imp ' n: ,.. P OS h, ... Address: i S�ZS U2. S . Date calle IZ$ Special instructions: LAS f r"-- Date wanted: 1 �8 G. 7 a. m. Requester: .5fiw� i Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 L Approyed per applicable codes. COMMENTS: Inspector: socammanenretiliAL INSPECTION RECORD Retain a copy with permit PERMIT NO, (206) 431 -3670 Corrections required prior to approval. Date: C / 24 / 17 $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. COMMENTS: Type of inspecti • •, I � C� CAA- sue,. - M - ?.s e itAvW (Pc — Fox., - _ - _ 9 CAR-- 5.3 kci-v cl- C-m- v . i w) ' ( "'P u, � C, ,-..p �.-Etm— S c�ft.cis -. C.c 0 (L &op p ( L, T' W J 5 /%" 9 t er 'v�� STAA;k: S `'` 4 a Requester: �\ �J Phone No.: cN, Project: ' 1. A S Cc -tom. CUM Type of inspecti • •, I � C� Address: t 902.3 (4 to. . Date called: p ( Special instructions: Date wanted: 1 1'4 ; I / a Requester: �\ �J Phone No.: C Inspector: INSPECTION RECORD Retain a copy with. permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �-- 0 LSO PERMIT NO. (206) 431 -3670 Approved per applicable codes. ,Corrections required prior to approval. Date: q )5) pi $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule relnspection. Receipt No.: Date: Project: _ t i -cv..ttS 4 - Q.-LA.4-v— Co of) 0 s Type of inspection: F(s---c-ItAC S Address: S 1.4 1 s 6 z- 2.. M . S'. Date called: t-%( 6 27 Special instructions: Date wanted: t) (n./a/ w . Requester: s irivoi b yq‘ s Phone No.: -q _ Z37 I:4 Approved per applicable codes. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit otareearosacesetratirsaarairmoormr.;,. CO- oz,so PERMIT NO. (206) 431-3670 Corrections required prior to approval. COMMENTS: .6)L/ sv G 1 ijo ci-14-KGES t/y1P-DE • • Inspector: .S Date: gy,a I I I $42.00 flEINSPECTION FEE REQUIRED. Prior to inspection, fee, must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: c of inspecAR i) P447 to ,20, 5Sate cz 6 c, ' 7 /-- • .- ,,-s / 00 . ' Date wanted:g3 c Requester: ,...10 / Phone No.:. v 2. 70/ 4 ' !. -' _44 '0 71 ; 7 7U-S ttd W ' 1'1224. _.- . A-ler.' Cc, 0 A ce-s-te, 42 la a 5 6 oval, c." , i _ ProjectZ le... c of inspecAR Addrei3-C 2 5Sate called: Special instructions: . . ' Date wanted:g3 c Requester: ,...10 / Phone No.:. v 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSF'ECION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit OrrtrIZE512Zart..4111 - C22.57V PERMIT NO. (206) 431-3670 Corrections required prior to approval. Date: 46,..43_, 9 ) f1 $42.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: --4 1 -■-9' 0' Edge to Post C./1. r r I 0' Edge to Post CA. I r 0 Post C/L to C/L - - - - — f 6TM x3' Deep 2T V 2T 0' Post —0 1' x 3' Deep Purlin Perimeter tar C/L to Cil. Purlin Perimeter ' 36' 0' Overall 45' Roof Perimeter Trim to Trim PLAN VIEW - 4 CAR Foundation Layout H It • r I Roof Perimeter Trim to Trim PLAN VIEW - 6 CAR Foundation Layout 16' 0" CJL to CA. V CA. to Post C./1.--J, I II 4er 13 w 0* Post C/L to CA. 13' 4" Qat to Otrt. Purina ------ wr 1,o 1 1 1 4•6• ------- ----- 9' 0' 4 6' 13' 4' Out to Out, Puttins - _ - - 4' 4' 6' I FILE COPY I to Plan Cli=c:: r: • t: and cf aeopt.z.d code or 011111M111. of contractoes copy of epprovad MIS ke /9•1 Perna tfo. DC1K)D4-5D 1 CRY OI1MMIA97 APPROVED AUG 2 6 1997 AS NOTED RECEIVED CITY OF TUKWILA ) 5 72:7 REERm BUILDING DIVISION! rr CENTER Lewis 4- CA K 4 p s Pew? it9/01 Four Post Carports Sawmills 4 & 6 Car Foundation Layout 10120/95 DST I.S. sit foie 1/4" 1' Toinscas Chk. inr I 1 14e121 Stip:tura 1 OF 6 1 24'O t-. -ii I I : ; 0 Edge to Post ca. I ! : 1 Purlin Perimeter I I L 1 1 r 0" Edge to Post C./t. 9' 0 Post C/L to C/L —0 1' 6" x 3' Deep . 16' 0" C/L to C/L 24' 0" Post al 0" C/L to Post CIL 0' 0" 32' 0" Overall 16' 0" CIL to CJL l' 6" x 3' Deep ! Pudin Perimeter Roof Perimeter Trim to Trim • 0• Roof Perimeter Trim to Trim PLAN VIEW -4 CAR Compact Foundation Layout 44' 0' 1 PLAN VIEW- 8 CAR Compact Foundation Layout 13' 4" Out to Out, Puffins 9' tr Post C/1. to C/1- -1- T 3' Er' Er 0" 4' 6" 4' 6" 3' Er 16'0" 13' 4' Out to OuL Puffins _ — - 12* "Id Four Post Carports Sliest Ts Alternate Layouts Mir 10/20/95 Dos 9y: I.j.s. iii 16' 0" CITY OF TOM 1917 APPROVED AUG 2 6 1997 AS NOTED BUILDtNG DIVIStOM Sale 'Taiwanese ; 114 =1' i +/- 1116" RECEIVED CITY OF TUKWILA I 7 PERMIT CENTER Structures PapPlo. la 0F II ► a r 0' 9' 0' T 0' Rafter Min. 7' IT Rafter Min. 18' 0' 35 0' 4 Car Side Elevation 28' 0' 3 Car Side Elevation 18' 0' Note: Materials remain the same for all sizes except for Purlin Lengths 54' 0' 6 Car Side Elevation r 0' s i -1 -11 AUG 13 1997 TO'MIN. 18'0' 19' O' 2 Car Side Elevation 18' 0' Trim to Trim ILA A1F OVED AUG 2 6 1997 AS NOTED BulLCIAIc DIVISION 7' 0-114' M o —s• 1 -3I8' o lumns —9 0' CiL to C1L END ELEVATION CZCSVED •.FTUKWILA =:r :v,, i CENTER Finished Grade Four Post Carports Sheet r Elevations De* O.n. 8y: 10/20/95 14.s. iii sate 1/4' =1' Tolerances es sue Br Vine No- o f 6 . . • .. ;• . i• C-*}-- i I 1 1 . 0 i [ - C 5-5) I I 1 34 ' I ' — 9' 0" Post C/L - 4•5.3 I 1 .. L . 4 I ' 5-54 0 1 I L • z 4' 6• • F i 1 • . 4' 6' 4 Root Sheet Edge 7 7' 4' 6 4' 6' ...2•1111 70 A 4 • 16' o- 5 13 r • Root S heel Edge 16' 0" C./1 to CJL Roof Sheet Edge PLAN VIEW - 4 CAR ROOF FRAMING Roof Sheet Edee 9' 0' Post C/L 13' 4" 54 0 PLAN VIEW - 6 CAR ROOF FRAMING • 7 0" 15 16' 18" 16" CITY OF TDKW111, APPROVED AUG 2 6 1997 AS nOiED - BUILDING DIVISION V H CS: c TUKW1tA 5 17:37 PERMIT CENTER 4 5-5116 4 5.31r 1 AOC 3 SW X! Qtv 51 12i HiRtI.171V 61 4 Eave Tvim Liatimiala I OW 4 Car MiftaIs 1 4 C3X3x14ga.a36 Purlins 2 2 C5x6.7 13' 34 4 2 6x2x15ge.x13' eGahr.Trit I Qty 6 Car Maleriate 1 8 C.8x3x141a47 Purina 2 2 C5x6.7Xx13' 4' I 34 4 2 Qty 1 2 3 4 2 X Qtv 1 2 3 Delo: 10/20/95 4 2 TS 3x3x.120410 71 41 Gutter TS 30.10219cl 0 ex2x1110.x13' 4 *10w l Materials c ar2tr Purtans tlx2x11115a-x13' 4 Gait/Alt 2 Car Atebefisks 4 C.11x3x1408-119* Puttins 2 C5x6.70x13' 4 TS 3x3x.1213x10' 2 ex2x1 Bge.x13' VGaiv.Trk Prclaci Four Post Carports Sheet, Tkie 4 & 6 Car Roof Plans Own. By I.J.S. 81 4 Gable Trim II Ow Materiaie 51 19 HO Rai 11 17'11' 61 5.5 Enver Tnm 7 5.5 Gutter 81 4 Gable Trim Materisis 51 9.31 HO R9311. 17'11" C5,.7 #x13' 4• 61 3.0 Eft* Trim T5 3:331.120:410 71 3.0 Gutter 5, 4 Gable Tnm II Qt Material* 51 5.3 Kroh 1:14)11. 17' 11' 61 2.0 Eave Trim 71 2.0 Gutter 131 4 Gable Trim Saar 'Tolerances i Chk. By: 1/4".= 1' +1- 1/16' 1 Nip lee. 3 oF 6 1. Code: 1994 UBC. STRUCTURAL NOTES: 2. Design Loads: Seismic Zone 3 Roof lire Load = psf Soil Bearing Capacity = 2000 psf 'Wind VP.I. =80 r F . Earl. 8 3. Structural Steel Steel constriction shall conform to the RISC Manual, 9th edition. Steel tubing shall be ASTM A500, Grade B, Fy = 46 ksi. Structural Steel shall be ASTM A572_ Fy = 50 ksi. Cold formed shapes shall be ASTM A446, Fy = 50 ksi. Roof panels shall be ASTM M46, Fy = 80 ksi. 4. Screw Fasteners: Stitch and #12 -14 Tek screws shall conform to ASTM A545. #114 -14 Tek screws shall conform to ASTM A545 Washers shall conform to ASTM A525 with EPDM ASTM D2000 seals. 5. Bolts: All bolts shall conform to ASTM A307. 6. Welding: Ail welds shall be single pass t /A fillet Lino 7. Foundation: Footings shall be poured on undisturbed native soil having a minimum bearing capacity of 2000 psf Contractor shall verify soil condition prior to construction. 8. Concrete: Concrete Fc' = 2500 psi at 28 days. 9. Roofing: HI - Rib II, Span - Line 36, or structural equivalent, 29 Ga. corrugated steel roof panels W/1 -3/8" ribs w/#12 -14 x 1" screw fasteners at approx.12" O.C. or (3) screws per each 36" wide panel @ each support. No special inspection required on project V TO " Min. 4x4 ING T54.14A 0.120 COL. CUT OFF L' HEIGYr SHOWN NEW T5 0.+06 COL. (4) TEX S SCAEVS EAU FACE CS TDTAL) Eiusrua FOOTh 3'0 "Win R_TROFIr COL WO INSTALLATION IA'" Ic-O 18" Min T 0414 Minimum Column Ht l j 1' 6" Min l Reg/a /C es 1i /!3/97 Slope 1/8'/Ft 18'0' 13' 4' 9' 0" Center to Center tams _ AUG 13 1997 Section A Dor nr,rmc xu EACw FACE (e T. 1..) CITY OF TUKWILA APPROVED BUILDING DIVISION Column C/L to Drip Line 6' ' AUG 26 1997 AS n0TEO Finished Grade 4I4x4k 491 AIEW 1•i14.11 x a. M rotuaw cni It TS sa! Bi OI+lR � Xsy'4 1 4ti • wa TS B.. 6-o IMSERTED Iw •LruQG Tf. EItISTG TSi61100.raD 4x4 RECEIVED CITY OFTUKWILA PERMIT Pn4.2 Four Post Carports Siestas BUILDING SECTION. 2.3.4 & 6 Car Cm-NIT1=R Fr eedom 14 SSucs Des Br Istele IT.J ....ate OF I PlM N . rte 1 - - - • - - - - - - - - • - r c.-,- r.s r T Minimum 1 tr tr Trim to 'NT Section A Stepped Carport Root Pion SIDE ELEVATION • Nava r 1 AUG 1 3 1997 Elevation • CITY OF. TUKWILA • APPROVED AUG 2 6 1997 AS riOi ED BUILDING DIV131014 Finished Grade RECEIVED CITY OFTUKWItA PERMIT CENTEFI Dow 10/20/95 Doi. Ely: • Materials List 1 2 3 41 6 51 4 P m' Four Post Carports re shad • Stepped Carport, Elevation, Roof PlarL Section ON Mate 4 C8x3x149a413* Purlins 4 CEIx3x1443a.x2T Purlins 4 C.5 x 6.7x 13'4" 3 x3 x.120TS Fix x13' 4" Track . '= 1 Vietl Ss •Ctel. Wile us. 1/4 =1 +I- 1116- I 5 OF 6 • • FB 3;c1/4x 8" — 0' 2 3^ • 2 Gauge TS 3x3x.120" Column I Column to Rafter Conn. Mat FB 3x114xtr 4 5 - 5 /16" 1-1/2" Slot (2) r 0-5/8" x 1.25" - I 5" 6-3/4" 4-1/4" of Column 2-1/2" . Pudin Cie al Whir End, FB 4x3/16x12-314" (2) 6 • IFB1-1/441111x3" (2)41)splicas) 13' 4" Beam w/o End Plates 2' 2" 9' 0" C5 x 6.7 Beam () C5 x 6.7 Rafter Lavoie 4 1 4 Tek S1/4-14 (6) ASTM 545 : L 2x3x1/4" 2 Gawp 4' 5-3/8" TS 3x3x.120 C.alumn 5- ',Tea 111,4-14 (4) 2- ASTM 545 rs, Column Rifler. Stowed Conn. ‘,6) Mat L 2x3x1/4x3 —2051.412i • 1.114(l' .tati Only Jj 0-1/2" • • 0-3/4" CITY OF TUKWILA APPROVED AUG 2 6 1997 AS SOTED BUILDING DIMON Mama kome Ram rz; Puffin Cry 0 Rai*: FB 4x31115:6 (2) [P8 1-114x3116x7 (2) C Spiess ] ' Four Post Carports Details i Shea Tea CITY OF TUK1N11A ; 27 :2: p ERANT cerrER T CENTER ook I. S': . I.j.s. iii 1 1/4"2: 1' Tolman= Cht. Br ;Pop ND. +/- 1/1 6 I i 6 oF 6 4Zr:4=TO t.,144 ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS AY) 7-oui-c17 COMPLETE COMMENTS APPROVED ❑ C:ROUTE -F REVIEWERS INITIAL REVIEWERS INITIAL 441 141,1 I ..• i. n. on... n,...... ...•„�-.-,.e„w>na..�o�w.�+�^.,. µax+ ;.- xr..mnarx.;r.crmw,mr+r�r� ranxs�. n. on•,>. cx» a. s..,x.*o- „re,..,«.m- �,M...�w�+. � I�Grtiot Coordindor • PLAN REVIEW I ROUTING SLIP CORRECTION DETERMINATION: 4 570 PREVENTION ❑ 7-.)Y-r2 STRUCTURAL ❑ A.)n. DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE ❑ • APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS DATE DATE • PLANNING DIVISION CORING DUE DATE REVIEWERS INITIAL 'DATE (Certification of occupancy requited. NOT APPROVED (attach comments) El Q t DUE DATE /,°1 t NOT APPLICABLE ❑ TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DUE DATE -1a c1 7 APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ �i�a: a :.�iiri•.S'.tt.t,�+#:..4�.luiq� • fu DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE „�>.c • : ' .;•.3 ., 3 fey ;: " `' "� x a i t ; 'aii s•:%`,v: N is r,;:s��`;��l4s:k�.,..�:�r�� n'�r n.;r �'-;7�i�. �':�eaii y �K:,� �^= •:.:.. 0 1( COMMENTS ' NOT COMPLETE L roo TUES /THURS ROUTING: PLEASE ROUTE REVIEWERS INITIAL (4, APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED WI CONDITIONS REVIEWERS INITIAL C:ROUTE -F CORRECTION DETERMINATION: APPROVED 17 APPROVED W/ CONDITIONS PLAN REVT.W / ROUTING SLIP ACTIVITY NUMBER b ' 7 - (` � 0 PROJECT NAME . , Cc.t DEPARTMENT: BUILDING DIVISION III FIRE PREVENTION C PLANNING DIVISION PUBLIC WORKS L STRUCTURAL E .PERMIT COORDINATOR DATE 7/2M t� DUE DATE ' `/ NOT APPLICABLE ROUTED BY STAFF [j (If routed by staff, make copy to master file & enter Sierra.) t DATE Z-6-97 REVIEWERS INTIAL DATE C7 "lx:, �'t� NO FURTHER REVIEW REQUIRED E DUE DATE NOT APPROVED (attach comments) E DUEDATE -�`�� NOT APPROVED (attach comments) Q (Certification of occupancy required, ) ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION E PUBLIC WORKS 1 J DETERMINATION OF COMPLETENESS: (T,Th) COMMENTS ' REVIEWERS INITIAL : 1µ N:: �l �4��• � '"�4rii��'Ziy��i;gf+5!Jt�c�+i7+ ,.i 1_.r.a.1 .�w�.u PLAN REVT.W / ROUTING SLIP b -- ( ( L^ TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED 5 DATE 2 -41 DATE DUE DATE REVIEWERS INITIAL DATE C :ROUTE -F NOT COMPLETE E NOT APPLICABLE FIRE PREVENTION PLANNING DIVISION• • E STRUCTURAL E PERMIT COORDINATOR 0 DUEDATE *‘71( G1 h 7 NO FURTHER REVIEW REQUIRE APPROVED n APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) DUE DATE j N-0/7 APPROVED W/ CONDITIONS NOT APPROVED (attach comments) Q (Certification of occupancy required. ) ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS igtt PLAN REVIEW / ROUTING SLIP �7-- (`),S c� FIRE PREVENTION C STRUCTURAL TI DATE PLANNING DIVISION' • a PERMIT COORDINATOR 0 1 1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE l NOT COMPLETE E COMMENTS • DUE DATE /; ci h NOT APPLICABLE TUES /THURS ROUTING: PLEASE ROUTE El NO FURTHER REVIEW REQUIRED 'C ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 1 `V DATE (II I G T L APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS C. NOT APPROVED (attach comments) fl REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED n APPROVED WI CONDITIONS REVIEWERS INITIAL C:ROUTE -F DATE DATE DUE DATE DUE DATE - 7 -97 NOT APPROVED (attach comments) 0 (Cerdfcadoa of occupancy required. ) PLAN REVTFW / ROUTING SLIP ACTIVI'T'Y NUMBER b C l ( DATE ,V 4 PROJECT NAME I _O,LkJ LS c't ( Cc, r K DEPARTMENT: BUILDING DIVISION ❑ FIRE PREVENTION L i PUBLIC WORKS 111 STRUCTURAL ❑ 9 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE filL NOT COMPLETE ❑ COMMENTS TUES /T..&CIRS ROUTING: PLEASE ROUTE El NO FURTHER REVIEW REQUIRED 5Zr ROUTED BY STAFF REVIEWERS INITIAL L (If routed by staff, make copy to master file & enter Sierra.) ' T ice. ' ' "r ?a ? APPROVALS OR CORRECTIONS: (ten days) DUE DATE APPROVED l l APPROVED WI CONDITIONS ❑ NOT APPROVED (attach comments) REVIEWERS INITIAL DATE REVIEWERS INITIAL DATE C :ROUTE -F DATE � z02 44,M0040 A PLANNING DIVISION' ❑ PERMIT COORDINATOR ❑ DUE DATE ' (',9 /`? NOT APPLICABLE ❑ r CORRECTION DETERMINATION: DUE DATE ~f APPROVED l l APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Cerdf%carioa of occupuuy required. ) J.'6YUViz•;..:,rxr =;;•�c z?;;. Yit 7, x. zyX�S +.r,�S > >�.x;.?'t',r.C• . r.. uJSM.f. ?f:J „ rYA4tr•.+feel'9Y'?4 3; nrttw�: 4:/ fVfT�Me' T: C°+>. a` �f WUttt. mv:' srielt+ MrrvadnwfL+ rnt�s>•+ Ynfvaf.+ sl MM• RTrS1IriY"^M' t•.rYUV V. Y' Rm' Y.ryf�•rrtvi�.r+rnwfrowr✓m.u+�..v. w..� CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 5 7I /Y PROJECT NAME: ekv S d' PA'ek PROJECT ADDRESS: 6 /2 P ?ou-c. CONTACT PERSON: /��. REVISION SUMMARY: r-m tirrr.4 ti1 .:i(/`-G /.c/ () iv sic C( v f et:(2( I / G Fev- 1N SF \aC11 o I Y-- a Cry \pd Sam PLAN CHECK/PERMIT NUMBER: 3 9'2 - () 2 O 50 u/ S PHONE: _ ?6‘, - 7c/1-3-2393 SHEET NUMBER(S) "Cloud” or highlight all areas of revisions and date revisions. CITY OF TUKWILA RMIT CENTER SUBMITTED TO: 4Jco zipN /N PIECIIVED • DENNEY ENGINEERING INC. 30809 191st AVE. SE AUBURN, WASHINGTON 90092 PHONE & FAX (208) 938-1373 PROJECT -5TRuc7C1 L LCULA7701VS 4- £L /A4IV CO/VYIERCIAL CreiR / 0 Rrs 3o Asp sivou/ w/A/D 80/6 y D•I• tz9 /77 F On EEO MAS TA L 5rmic7VRE5 Lew is 01- 0.1wrie Imam 1 -99 AUG 1 3 1'397 TZ4-11<i4 1 1 -M RECEIVED C!TV OF TUKWILA PERMIT CENTER DENNEY ENGINEERING INC. 38809 191st AVE. SE AUBURN, WASHINGTON 98092 PHONE FAX (208) 939-1373 to a cis on be) s PG 410 ()37 Meta/ !WO& O. eo c.9 x3 x./4- ya par/i. r7.5 Date //4 /97 Page.L. ...5 - T/Racre/RAL CALCZILATIOA/5 4-- COLUMN cARPoters amei , C0/013/A/A770A/5 30 /30 /9 DL. 2.40 psr 30,DOpsc TZ. 32,60 esF /r; d = m .4 . e 6) p ‘02(/, 3)(/6. 4)(i. o) ----- /3. g t> 4t »ii'i-of. Seructure hi too 1)I;NNEY ENGINEERING INC. 38809 191st AVE. SE AUBURN, WASHINGTON 98092 PHONE & FAX (206) 939 -1373 pa /16 !97 Page STRucr[/R,4L CALCULAT /Di/S 4-- COLUMN CARPORT5 and COMB/A/AT/at/5 S0 /80 / ROo7 ea& /'?9 l&st id-R/6 2Z 29 y a. F = So ksi c = 0.6a(8o) 4 ks c' si .4i1 Van t. @ 5 � ea�i cana%ders earl end 0 ? / - • See toad Ya6 /e next page (i. 3) Lo&J7ar 4. s "3 p9•0 cone. y 3/.20 p. f DAN C1ec, Canth / ever De.te,-.ni,e section moda /us For 2- s coin 6ruou..s 0=54{4. 6 = /37'k / 8 /37(/2) = 0.0343 113 fg 4 %6x0 Can4lever mome,1 t i Mr. 3/.20(2,33t _ f = 8 = 29,738 pse; < 44000 psi OK a 03 43 L /Se V c - Gdest 29 ja.. 11/.12/8 I 54eat4' 1 connection for ake d u /rf Loao/ per foot` = //(4:44--) = 4-8. Seri mil/ (See p. /2 / r u4i#idtyo // ?) Pia ovev'Ca1Bcr of #/1 -/9 r€4 screw /0; 26 pi., s**et 537 37 # Yee /', � .- .rol�:*ire f C,f orir Eor 2 9 ja e st /sm ste /ou// Doer = 537(.0/72/02V7)=137¢ ,z / /out ca,iauty /'i /4ija. = /90 i See ,Q. /3 Stak049r61 SCreeti apact;/, /2 it (3 scrr.•us �n 8 rlv io/t slfr ' O SFr', C19 — ?5 TUE 09:1. FPEEL'C?t•I I•IE I r1L S T P!1C: TUPES 1 it l,t{•' v st,-o1 •••:'• • 1.11' r4•11!(! • �.:. • Continuous Span Lo.dnp applies to sheets conlinuous over Wee or more span. • Weight of we sheet has been snowed for • 0eMotIon (Wool smiling bye load bawd on del ecdon of span. • Metal Ihickneas based on minimum ASTM spe0180sliono tor esow.bes load calculations • Loads may be Increased oy ti5 for wild lead NOTE: The following load tables have been compiled for the design of sleet roofing and aiding used M conjunction w+llh etM ,er wood or steel framed structures. VlcIVerl Sfvel Assumes no responsibility either expressed or irrlp ed, Ice bs wale, ErIncttve Onto: May 17, 1QQ Prices suttee to &snq• without nett* FOB Salem, 054 6 3aAi MA'T'ERIAL WASHER (GA) DIAMETER STEEL SIIEITING 15 GA. (.064) 50 KS1 NOTES 16 GA. (.062) 501(51 20 GA (.039) — - 22 GA. (.034) (;ALV. 24 GA. (.026) GALV. ' 26 GA (021) (,ALV. WASHER . TYPE None S /8" 14Mm 15Mm, • (;ALV • . ,--_ - -- 1358 1008 713 ,OAS Metal telling washer used for pull over Whig. a N/A 1344 . 1193 700 , — E BONDED • 4...- 1590 1465 - 1008 720 ► • a 1717 1525 1010 763 I MATERIAL 1 GA. .104) . 1 1 ( 5 1 14 GA. (.071) 50 KS1 15 GA. (.064) 50 KS1 16 GA. (.062) 501(51 .070 Al. (Brrse`Irt 200) PREDRILL DIA. PRI :URILLINO NOT IIEQ(11RI3I) • AVE. PULL ou WOUNDS/ (F 1850 111 1 1134 932 1 770 386 �+ CONSTRUCT ION rAS1ENERS, INC. PIIYSICAL PROPERTIES, Ileed.- Across Flats: .312•. 'thread Dia. (0.U.): .215.. Thread Dia. (I.D.): .164.. PULL OUT STRENGTH, IP UNI)S PULL OVER STRENGTH, II RECOMMENDED DRIVING TO LS: I 1900.2500 RPM Screwdriver ellulpped (vllb depth locating nose piece 10 prevent not use Impacting type delvers RECOMMENDED MAXIMUM D ILLIN .1/16: Approx. (Total thlcknes of sheer may vary depending upon lyp of after 110X 6326, VAI At1AMA CIIICACt (15 Min. Tensile: !09 Min. Torsional: 57 Min. Shear: OUND. U1 ;111NATI;I RUU A 1101/5 11 ULTIMATE' THICKNESS: ng and structural including compressed I bly being drilled,) SPRIN(, WY0h11551NG, LA. 19610 215•)16- 14 105 Alum FS SAI,FM SOMERSET 10L5 2 ii hounds 9 . Ins. -Lbs. 2 Pounds overdriving and stripoul. (Do rsulstion thickness. Thickness 751 FM: 3761551 In Can:Ws. 10RON1O R 4 1)ENNEY ENGINEERING INC. 38809 191st AVE. SE AUBURN, WASHINGTON 98092 PHONE 8 FAX (208) 939 -1373 4 moo frL 1:-7 Par/i.') 5pac = 4.44 �U 1=11 /8 • 9 Da to /!8 !97 page 577ZucreJRAL CALGULA77c Js 4-- COLUMA/ CARPORT.S and COMB /' iA mows 30 /6"0 /e ea /I 7!i /ever M = /42(9Y = - Ple 2 5 y2/e Sfian M _ /420 89 - 4- 5750# Ake MDfiz e :M & a t center er = 5750 -595'0=0 i)e ,Sign vmorment = 57 f 50 ksi o. 60(50) = o ks4' 6'7,50/ 2) = 2. 30/ i3 30,000 L/s& C8x3 x /¢14. S =2.451 4510 Rhp 1.n. MIL Snlem, °tern 97.111.1 S931934161 1400.372.3335 rAXI 1.Mg1.2/13.11:1A2 A UIV191011 or 'AMUCK QEF.L rnnrntnviun UM, r1(9cIlint WOE Moly 17, 1993 • "HI TENSIL" Z & C SECTIONS 50,000 LB. MINIMUM YIELD C SECTION 10 GAUGE 2:4" - 0 3" - & 10 0" Z & C 14 & 10 10" Z & C 14 GAUGE 2W' P i 3" - 0 & 10 2X" - I I 3" - 0 & 10 71Irao inthinti In rIningn wlthnij nolles SIZES & GAUGES AVAILABLE Z SECTION I . 2:4" - 6 3" - & 10 roe e&.,,,, 011 P. 6 54 SECTION GA. THICK in. APPROX. WEIGHT i Ibs,ft AREA sq. in. ALLOW. BENDING MOMENT ftMlbs . maicr axis rrircr axis Ix.in Sx.in P,x,ir. Iy,in= Sy.ir.= Ry, in 6C16 16 .061 2.42 0.712 3252.3 4.048 1.301 2.3E5 0.578 0.225 0.901 8C16 16 .061 3.07 0.902 4,724.9 8.839 2.029 3.152 1.025 0. 173 1.066 10C16 16 .C61 3.49 1.024 5.826.7 14.908 2.773 3.840 1.094 0.423 1.034 • 4 14 .070 2.80 0.822 3,883.7 4.660 1.5"3 2.380 0.620 0.391 0.909 CM! 14 .070 3.54 1.041 5,961.4 10.325 rIMP 3.149 1.203 0.559 1.075 10C14 14 .070 4.02 1.181 7,436.3 17.408 . 0 3.839 1.285 0.571 1.043 6C12 12 .100 3.98 1.169 5,396.6 6.476 2.159 2.353 0.969 0.566 0.910 8C12 12 .100 5.04 1.482 9,036.5 14.458 3.615 3.124 1.720 0.810 1.078 10C12 12 .100 5.72 1.682 . 12,236.2 24.472 4.894 3.815 1.841 0.828 1.046 6Z16 16 .061 2.53 0.745 3,430.5 4.316 1.372 2.407 1.380 0.460 1.361 8216 16 .061 3.18 0.935 4,941.9. 9.275 2.133 3.180 2.221 0.627 1.541 10Z16 16 .061 3.60 1.057 6,079.1 15.601 2.893 3.876 2.221 0.625 1.449 . 6Z14 14 .070 2.93 0.861 4,111.8 4.977 1.645 2.404 1.673 -" 0.550 1.394 8214 14 .070 3.68 1.080 6,239.4 10.906 2.564 3.178 2.669 0.745 1.572 10Z14 14 .070 4.15 1.220 7,763.5 18.329 3.466 3.876 2.669 0.745 1.479 m n a i Cr 1. I 3 a I)ENNEY ENGINEERING INC. 38809. 191st AVE. SE AUBURN, WASHINGTON 98092 PHONE & FAX (208) 939-1373 1 1 . 113/ ` .2 1 2.54k 12.56 1 10 i2.21 4- 2.17' 9. 1 42.17' 5.81 2.78 /V / 211 'x 5. k = hsi dreg = /. 45 " 3 • sz ase C. 3 x 0.7 • kravAaioiclaWriwN:K•401“ Oat@ 1/41/77 page CALCULA770A/S 4-- COLUMA1 CARPORTS ciold COMB/A/A77.0A/.5 3C/3 /3 C/-oss -13e.pms Ze).:747' 5 fi Par/,.;S (a& / ) = 255 44. fy x (4se )77;fri. = .o.64/16)-= Asc m- /. 28'(2. 7)= 2.78k 44 1.5e,(2.17)7- .5:2? / A Ake /14 - 2.78=3.0.3:k r. fl4 22/$c. I)ENNEY ENGINEERING INC. 38809 191st AVE. SE AUBURN, WASHINGTON 98092 PHONE a FAX (208) 939 -1373 pate /!8 !97 Page, .- 5 T ?.ucTURAL. CALCULATIONS �-- COLUMN/ CARPORTS and , Co4123/,vas r /O,/5 3o lBO /B S Zoad P= /. Z g 7 Co/61-•- r2 i5 TS 3.1‹ 3 x %8 A =1,42! Z S- /. 2? // 3 r = 4/4' ksi 143 =t . 6(o(4 )= 30.36 4si, c / / /. zdi.,o! /Lle/X o ci 2 age Y/e /o c,6(Tar 80 m,, )/ Exposacra 8 = C' Cg g I = O. 62(43)04.'0(4 o) = 13.2 , 7C Noriiorit l.U,P'►d es Zany Side ii er eO /u "14 :/3. 2 [.83(36/2),] /2 /l•.8(2SY,/2 Y /<Z/r = 2.Qo(8)02)/ /V = /44..140 > /,d / //. 6 / //. C, /21e Z /2- (Sox /O ) 5 /2.51; 0 93 (Ke/r) 23 (/oi{, iO = _, - =2704 l ose < 573& l ose O/< 0evtc%h7 due La,, / /'6 (9) = q.28 *• 9zs. ( /z) = 'd3 2psi 343‘a � 73i X 29 eonil,,ed .:mosses (See next Faye) UI;NNEY ENGINEERING INC. 38809 191st AVE. SE AUBURN, WASHINGTON 98092 PHONE & FAX (206) 939.1373 egluon r/s (e , N.e'd) Co /%7Ed . 2 resse s Coma/It/4;w I DL C- L •/- 7214/ -ez-1 57.36 M =(//4)(10.= 920 9280 = 8632 /. 29 > O./5 5' u. t. //S /77 PiN _ .-5 7 re./RAL CALCOLA770N5 ¢- COLUMA/ CARPORTS and , COMB /A/A r /OA/S s0 /30 /B (/$Lf /4 /SC / ri,ica 48 171 - / = s. 3'.5 ksc: (9 9' Ea/. TT6 /e 8) f' f Cos 44, = 0. f o. F6(fe2) _ :.___ 039 2 < /. 33 Q /a (� -1 4 1 ) F 4 / 5550)(30 549) C'ond�t' ay?' AL �-Z 7L ) p- (2 -1-340/2)(36)(/8)_,-_- 2 7s4. = 2754 /9 / s L /939 0,8 573!0 j _ 4. 3 1 c4 ) use 7:5 3x 3x. /20 =IL& = 9 : 8'lv3 2 psi: . 0.709 < 1.33 OK off DENNEY ENGINEERING INC. 38809 191st AVE. SE AUBURN, WASHINGTON 98092 PHONE & FAX (200) 939 =1373 pat. /ls /97 Pilo 5 ,41_ CALcULAT/ONS L. COLUM V CARPORTS anc/ C'0M8 hc/.4770Ns 3Oj3a /9 Ref' L/8c -?4 Sect. 7. 2. / / Ta /e /g- .r' -,¢ A 5su v» e d d45/3P = 20ce s( /eei a . / /' o% f%11,fri 3 ( p / n r y �80,�. x 3'-o de e, ii9. Xrea = D.78.540. S)L= 477 siC 7% ,4$13/" = 3000 ,osf See p . /4) ctua/ 5237' _ 3 . 8 ( 10 2.176 < 3G400,sf Oh_ 477 DENNEY ENGINEERING INC. 38809 19191 AVE. SE AUBURN, WASHINGTON 98092 PHONE FAX (209) 939-1373 vit. s /?7 Pas / ,YrReicraRAL. CALC(JL-AT/OA/3 4-- coLawa CARPOA'T.5 amti , comahvAnays 30 /By /13 Wind a p ea egg5r 0.6920.7 it..0.5)04,590.0)=42.20 PL . 2 ( 4 33 fisF Al e p =/ -403 117p Sat/ // psr Parb;) Cermo.ecti;-K 14'i/'t z = 2560(f) ft' # 2 d ii C / screw ;r7 /41a. sheet = 545 (See p.13) regfe/-= 813O = 2 — L7se (4.)*/ / 4t Tek-screcds Fl3 # CrOS doimecn 034'ft" / 25 /320 afi 2 72 the 7A-2/. (2.) - 5 /8 1 '.0 A307 13oles • Screw Size Section Gauge No. 12 (00.209') No. 10 (d =0.183') No. 8 (dw0.16r) No. 6 04.1351 Shear Pullout Sheor Pullout Shear Pullout Shear Pullout 25 74 50 69 41 65 39 60 32 '20 185 92 173 81 163 71 119 60 18 276 120 258 105 242 93 222 78 16 387 151 J63 132 341 116 N/A N/A o 14 tra 790 513 166 N/A N/A N/A N/A Min. Edge Dist, And 0.C. Spacing 11/16' 9/16' 1 /2' 1/2* , k}:v %✓?�.� P }t %: %.4:'�N.�. „.i:aYJ'rc+,x .»s��ry + «r+ r.. A411 xnW Vlir )'wttY.Y.tmKwh�•ts:yK•ri•�4r w.' t. e'�'in.r,m,.a.e.U.:�•�w.m,f.,vr naru« +.w.uw�.a+r u.r ax ww+ nawM... ssw.>. a. r. mvr. Ywrua�rr .•na�v......- w...«............. • -53- R/3 I)ENNEY ENGINEERING INC. 38809 191st AVE. SE AUBURN, WASHINGTON 98092 PHONE & FAX (208) 939 -1373 • Vat. / 8 /97 Pang �SrRucre RAL CALCULA770AJS ¢ - COLUMN CARPORW and , co /B /,c/A77 2A/s .30/30 /9 ,,-,bedde Poles "7 Concrete i c9$ &•iaen:2 Re ce.reri ce : 1.h9c - `74' Se ct. /800.7.2. / h6 /e l8' -I -A 5-7d .8ee'rii;9 4/lowd6les BAsi c rtkol' AS R P FOR ASSUMED PIER 4 5 loco psf FAGT0 R ASBP AREA F FAGTbR Asep AREA 4LLoWAbLE. 5t31' Fog. DLMENS1oN5 5HOWM -1 b1AmETER oR Mt.t1toUM ptM51.15t0N (.SQ or. RCGT. DEPTH 1.66 60 1:77 se 5310 2250 1.77 se 3880 1.40 1400 1.77 se 2480 4' 1.70 3 400 1.77 se 6020 1.70 25 1.77 se 1 1510 1.60 1600 1.17 sf 2S(30 1:90 3 goo 1.77sf 0730 1.9D 2Fs5 1.77sF 5040 1.80 1800 1.77 sf 3190 zo/' 3' 1.53 3 060 lasie 6670 1.53 22.95' 2.18 sc 5000 1.40 1400 q. le sf 3060 4' 1.7 3 3'16o 2.18 se 75'f 0 1.73 25'4 5 2,18 sc 54400 1.66 1400 2.18sf 3490 I.i3 3 f6o 2.180 1.53 2895 2.18sf 6310 1.80 1900 2.18sf 3920 14" 3 .1.60 32oo 3.14 SF 10,050 1.44 Woo 3.4 7540 1.4o 14oD 3.14 sc Woo 4' 1,80 270o 3. of sf 84 So 1.60 1600 3.14sf 5026 2.0 4cb 3.146E 12,560 2,0 30co 3.li 942.0 1. So 1800 3.14sf 51050 • • ..,....�..... „�.....�...., �,....,e.�u„a.- r._.RZ./ /..tee., Ifl NNEY G 38809 191 sl AVE. EN SE INEERING INC. AUBURN, W 98092 PHONE 8 FAX (208) 939 -1373 e An vat• /!8 !97 „ SrRucre/RAL CALCULAT /DNS 4-- C•LUM// CARPORTS anal COMo /NA rloA/S 30180 l� Check D7'I?J P= z(0.74- t0.5)(1.4)(1•°)= /2.2 /ail' asf D c =1 1 7sf L/p /ifz` _ (/2.•2-- 2x _ /760 ” 4 /iCt ree AS. =4/.5= /7 O(' /.5)= 2Co4.0 Use poi/ Cene. 77eory te).? 96 =3/ 'nol 9 _ //0 � 77y r, =d/'2 =D.75 �t. = ,4 , 1 1 :gn 3/ ° - (3. o)(o. (o o) = /. 0' Pp: / f d = 4.7674/. to = ?.55 A = r /t are 3/ = &,55)/0.60 =V.25 vo/ of Cow creea. _ •rd /,z4 = 10. 6-) a )4. =3: 30 c,c Va/. or // _ r)f r22he _ /7 --A,) _ Vol. of dower. 3 ,3 TR2'55)241 -0— 0,75) eCa —S; 3d =22.90 c( Glib. 07e Co /14 mn = A83 (9.5) = 4 g8 of ef/ect'Br1. G/Jt.) !1/,egaui;e LO't. o/'Cor, cre Po /Q = ! ✓:0(2 0 = —/ A,4Z = 4/5: 83 -- /dr< 06 =3/.8 5a el 32 7o62 / &4 -. _ (5: 3o)(/) 1-(22.W (N) f 32 =334(6 33 .> 2 1 0 0# D / < Use /8". x3/6 dee . • Qty Description Unit Price TOTAL 1 1 MATERIALS TO INSTALL CARPORT AWNINGS. $10,400.00 $10,400.00 1 LABOR TO INSTALL CARPORT AWNINGS. $3,400.00 $3,400.00 AWNING TO BE PUT UP TO CODE, AND GUARANTEE TO HOLD A LIVE LOAD OF 25 LBS PER SQ. FT. i OF TUKWILA CI i... -7 r -si. ; ' U PERMIT-CENTER --- - -- JOB SITE TO BE LEFT IN A CLEAN AND ORDERLY MANNER. a The above to be completed in a workmanlike manner according to standard practices. Terms of payment Shipping SubTotal & Handling Sales Tax ,800.00 1 I _ $13_ __ - . - $1,186.80 down upon signing this agreement and balance TOTAL $14,986.80) in full Office Use Only SANDY DAVIS UPON completion. PACIFIC WESTcOAST, INC. 1902 Jefferson Way E. Lynnwood, Washington 98037 -6313 Phone / Fax (206) 743 -2373 General Contractor License PACIFWC044DN Bond SAS069257 Customer Name LEWIS & CLARK CONDOS Address 115625 42nD AVE SOUTH City TUKWILA State WA ZIP Phone 206 431 1501 Signature Date Job No. 438 Date 7/10/97 PROPOSAL t — Insurance Info. Company Claim No. Rep J ` Phone Acceptance - I, the undersigned property owner, understand and agree to the terms of this contract. Pacific West Coast, Inc. is authorized to do the work as specified. Payment will be made per the terms set forth above. If payment is not made per the terms set forth then I shall pay all attorney's fees, recording fees, court cost, or otherwise incurred in enforcing this contract. Signature Date 18% per annum interest will be charged on past due accounts - 15 days or older!! :Yd. nirdrit, ;Pvi'9tUtA. '�r+4't{ i?"niY'�J.:2 1 * LlitkrIntr (mss': IstiF lgiguo %'a]:?oET3tSt: 7 1711-02-50 •0 Th 42nd Ave S E/..1 ‘ ta7 ‘-'17.4.-t-s TO fEaPL,is1O < rz;gm IJ FJ 0 4 , M!" site plan scalel".20'41" A C4-0 V.1c)Z.y__ 1)9,- 02C0 oers 7/2S/11 legal description 1 I 227711 2 gE , ' '" FILE COPY undcr7 C CI, Plan Cho,' - • ;La subject Ls Ermis End omissions C of plans CEOs not authorise the violation of CD'; adopted code or orranoncw Rocelpt of contractors copy of approved plans seinomedged. By Date 9)(317 o Fern* No. CITY OF TUKVVILA APPROVED AUG 0 5 199j AS NOIED BUILDING DIVISION APPROVED GI: D. PALMAFFY DESIGN cirr JUL 2 4 1007 PERMIT CENTER LEWIS & CLARK HEIGHTS DR PACIFIC WEST COAST CONST DRAWING DUNDEE 24' 0" 'I it I l I -8' 0" Edge to Post C/L r • — 56'0" • — -- 40' 0" L -8' 0" Edge to Post C/L 9' 0" Post C/L to C/L I L D oz 1'6 "x3'Deep Purlin Perimeter 16' 0" C/L to C /L, 24' 0" Post C!L 16'0 "C/L to C/L 8' 0" C/L to Post -- 01'6 "x3'Deep Purlin Perimeter 32' 0" Overall Roof Perimeter Trim to Trim Center Line Roof Perimeter Trim to Trim PLAN VIEW - 4 CAR Compact Foundation Layout 64' 0" 9' 0" Post CR. to C/L PLAN VIEW - 8 CAR Compact Foundation Layout -1 13' 4" Out to Out, Purlins I T 1 — — J i I 3' 6" 4' 6" 4' 3' 6" 8' 0" 6" 16 0" 13' 4" Out to Out, Purlins - i 6' 0 — Project Sheet ale 11 3' 1_ 6" 8' 0" 12 6" Four Post Carports Alternate L (0I / OF TIAUGi!13 1997 crry L PERMIT CENT ER- 7r ee do I'i'i daJ pf d E1V_ –�71UP U u Layouts Scale: IL S ict tt dg Tolerances 'Chk. By: la OF 6 1 /a "= 1' j +1- 1/16" Date: 10/20/95 Dwn. I.j.s. iii 1) 7' 0" Rafter Min. 9' 0" 18' 0" 18' 0" 54' 0" 7' 0" Rafter Min. 18' 0" 36' 0" 4 Car Side Elevation 9' 0" 18' 0" 28' 0" 3 Car Side Elevation Note: Materials remain the same for all sizes except for Purlin Lengths 6 Car Side Elevation 9' 0" IDnREs — le AUG 13 1997 70" MIN. 7' 0" Rafter Min. 18' 0" 19' 0" 2 Car Side Elevation 9' 0" 18' 0" Trim to Trim Min. to Top 7' 0-1/4" –.4a of Columns -7' 1-3/8" END ELEVATION 9 0" C/L to C/L 4"— :ED CENTER Finished Grade Pmject Four Post Carports Sheet Title Elevations Date: IOwn. By: 10/20/95 I.j.s. Scale: 'Tolerances G 1 /4" = 1' +1- 1 /1 6" lkedgct Yen] nA hk. By 'Page No. 2 OF 6 i ...-- .--- I 4 4' 5-5J 0 I I I . 13 4" 9 0" Post C/L -r . C/L ---t- 11 4'53 ; ; I ----- 0-- .---t-L 'C 0 t .• I : (4 2' 2" 4' 6" 2' 2" 4• 6" 4' 6" 4'5" i 9' 0" 18' 0" Root Sheet Edge 18' 0* ..- 1 .4, 9•13• 9' 0" 17 Roof Sheet Edge 18' 0" CA to C/L 36' 0" • RoofS heel Edge PLAN VIEW- 4 CAR ROOF FRAMING 54' 0" Roof Sheet Edge PLAN VIEW- 6 CAR ROOF FRAMING 4' 5-5/16" 4' 5 .3/8" 1 4' 5-5/16' II 9' 0" " - PERMIT CENTER 16( /8" 16" Sheet Title C'J':' P...-U3 2 14 Date: Dwn. By: 10/20/95 I.j.s. 2 8x2x18ga.x13' 4"Galv Tr 4 & 6 Car Roof Plans EXPIRES —eig I AUC 1 3 1997 # QtY 4 2 2 34 42 # QtY 1 8 2 4 2 QtY 4 2 2 3 4 1 2 3 4 4 Car Materials O8x3x14_ga.x36' Purlins C5x6.7#x13' 4" TS 3x3x.120x10 8x2x18ga.x13' 4"Galv.Trk 6 Car Materials C8x3x149a.x27' Purlins C5x6.7#x13' 4" Qty 51 12 61 4 71 4 81 41 #1 Qty 5 ' 18 61 5.51 TS 3x3x.120x10 71 5.5 8x2x18ga.x13' 4"Galv.Trk 3 Car Materials C8x3x14-ga.x28' Purling C5x6. #x13' 4" TS 3x3x.120x10 ESI 4 # 5 9.3 61 3.01 71 3.01 Mat, dials High Rib 11, 17' 11" Eave Trim Gutter Gable Trim Materials Hugh Rib 11 17' 11" Eave Trim Gutter Gable Trim Materials Hi .h Rib II 1711" Eave Trim Gutter I 8' 4 Gable Trim I #1 Qty_ Materials High Rib II 17' 11" Eave Trim Gutter Gable Trim wi Four Post Carports # QtY 2 Car Materials 1 4 C8x3x14ga.x19' Purling 2 2 O5x6.7#x13' 4" 51 6.3 61 2.0, 3 4 4 TS 3x3x.120x10' 1 7 2 8x2x18ga.x13' 4"Galy Trk I 8 2.01 41 re am metal horrs Scale: j Tolerances iChk. By: Page No. 1/4". 1' +/- 1/16" 1 3 OF 6 I .--- 4 4' 5-5J ® ' (1 -' ) ....„ I I 13 - r 4" 9' 0" Post C/L ---t- 11 4'53 ; ; I ----- 0-- .---t-L 'C 0 4 . -I i I 4' 5 5/ 11 2' 2" 4' 6" 2' 2" 4• 6" 4' 6" 4'5" i 9' 0" 18' 0" Root Sheet Edge 18' 0* ..- 1 .4, 9•13• 9' 0" 17 Roof Sheet Edge 18' 0" CA to C/L 36' 0" • RoofS heel Edge PLAN VIEW- 4 CAR ROOF FRAMING 54' 0" Roof Sheet Edge PLAN VIEW- 6 CAR ROOF FRAMING 4' 5-5/16" 4' 5 .3/8" 1 4' 5-5/16' II 9' 0" " - PERMIT CENTER 16( /8" 16" Sheet Title C'J':' P...-U3 2 14 Date: Dwn. By: 10/20/95 I.j.s. 2 8x2x18ga.x13' 4"Galv Tr 4 & 6 Car Roof Plans EXPIRES —eig I AUC 1 3 1997 # QtY 4 2 2 34 42 # QtY 1 8 2 4 2 QtY 4 2 2 3 4 1 2 3 4 4 Car Materials O8x3x14_ga.x36' Purlins C5x6.7#x13' 4" TS 3x3x.120x10 8x2x18ga.x13' 4"Galv.Trk 6 Car Materials C8x3x149a.x27' Purlins C5x6.7#x13' 4" Qty 51 12 61 4 71 4 81 41 #1 Qty 5 ' 18 61 5.51 TS 3x3x.120x10 71 5.5 8x2x18ga.x13' 4"Galv.Trk 3 Car Materials C8x3x14-ga.x28' Purling C5x6. #x13' 4" TS 3x3x.120x10 ESI 4 # 5 9.3 61 3.01 71 3.01 Mat, dials High Rib 11, 17' 11" Eave Trim Gutter Gable Trim Materials Hugh Rib 11 17' 11" Eave Trim Gutter Gable Trim Materials Hi .h Rib II 1711" Eave Trim Gutter I 8' 4 Gable Trim I #1 Qty_ Materials High Rib II 17' 11" Eave Trim Gutter Gable Trim wi Four Post Carports # QtY 2 Car Materials 1 4 C8x3x14ga.x19' Purling 2 2 O5x6.7#x13' 4" 51 6.3 61 2.0, 3 4 4 TS 3x3x.120x10' 1 7 2 8x2x18ga.x13' 4"Galy Trk I 8 2.01 41 re am metal horrs Scale: j Tolerances iChk. By: Page No. 1/4". 1' +/- 1/16" 1 3 OF 6 I 1. Code: 1994 UBC. STRUCTURAL NOTES: 2. Design Loads: Seismic Zone 3 Roof Uve Load = 30 psf Sod Bearing Capacity = 2000 psf W i ncf V e _ 80 m pk Esc p. 5 3. Structural Steel Steel construction shall conform to the :4JSC Manual, 9th edition. Steel tubing shall be ASTM A500, Grade B, Fy = 46 ksi. Structural Steel shall be ASTM A572 Fy = 50 ksi Cold formed shapes shall be ASTM A446, Fy = 50 ksi. Roof panels shall be ASTM A446, Fy = 80 ksi. =,,c4 4. Screw Fasteners: Stitch and #12 -14 Tek screws shall conform to ASTM A545. #1/4 -14 Tek screws shall conform to ASTM A545 Washers shall conform to ASTM A525 with EPDM ASTM D2000 seals. 5. Bolts: Ail bolts shall conform to ASTM A307. 1 4 1 6 1 6. Welding: All welds shall be single pass ( 78 ° fillet uno 7. Foundation: - Footings shall be poured on undisturbed native soil having a minimum C bearing capacity of 2000 psf Contractor shall verify soil condition prior to construction. 8. Concrete: Concrete Fc' = 2500 psi at 28 days. 9. Roofing: HI -Rib II, Span -Line 36, or structural equivalent, 29 Ga. corrugated steel roof panels W/1 -3/8" ribs w/#12 -14 x 1" screw fasteners at approx. 12" O.C. or (3) screws per each 36" wide panel @ each support. No special inspection required on project o2o C 4x4 — .EXISTING T54+E3K 0.120 COL our OFF C HEIGHT SHOWN 7' 0" Min. eA NEW TS x 0.(88 COL. (2) TEX 5 $CR5WS EACH FACE (8 TOTAL) EXJSTTUG FOOT/04 3' 0' Min RETROFIT COLUMN INSTALL ATION y r ' , 1'- 0 18" Min•--1 7' 0-1/4" Minimum Column Ht. 1' 6" Min Rev/sums 8113/97 Slope 1 /8"/Ft. 18' 0" 13' 4" 9' 0" Center to Center 1 / —/— 98' I AUG 1 3 1997 Section A Sheet Title te : I BY. 4nnrunc 1 i c ;ii BUILDING SEC11ON, 2,3,4 & 6 Car L Column C/L to Drip Line 6" Finished Grade 4' ' 44'2 N - �NEW T5 44h...M,, 0.188 COLO.1 O vert 75 Sti3 SLEEV T5 x1 -6 SLEEVE OvEli T S a %sc 2'�/+_ �p � ��n}.. SCR E4t55 -TS 3{�1X . � 4 V ` .� FACE E r .3.4Ca . 3� O (e �iAL) - `:31' -� I1t3ERTE0 IN 415571 74 45,575 Ts 4-x4 .t20 Pr' Four Post Carports �w AL' 1 Structures Sc Tolerances (CALL BY I T i _'s, No. 1 rd' .. 1' .. r_ I i1 a^ I I R frs C _===.____ �--'—_'--'_—'-- ' —_- ■ i --'--'--' _— '—_'--'--'__ - ----_'--'_—' ' �� _—' N~�-® m '--'--'_—'—_'--'__'-- (4)---*-- _' -- --'--'___ | i | | . -_---_-__ —_--_—_---- | | _ ——_--_--. U| U' " _—_—___--—_--__— 9' 0' CA —_—_--____ to cu re) � . | . —�'-----'--' o) .--'--'_—' �— _--.-- ' =~ _—_'--_—_'--- ~~~~. � w ,s, 18' 0' Trim to Trim 0" Center to Center Section A | Finished Grade @ Section Stepped Carport Roof Plan SIDE ELEVATION mmzomm 7- 0260 Elevation m0' Project Sheet Title Upper Roof -'---'_---'-'_---'-- -.. __ � 1 4 Four Post Carports 6 Stepped Carport, Elevation, Roof Plan. & Section Date: p�� ~ r Tolerances 10/20/95 | wum / '= ~~ `" a nn�u«a/ f:V32 G��/ Finished Grade 3 4c5 x6.7 x13' 4" oxax.1oora J. o CENIEF Materials List o*/ Materials 2 4o8x3x14gax27Pumns �»" S � Structures / m* Page No. Fe 4x3/16x12-3/4 FB 1-1/4x3/164" 0 Splice Joints Only C (4) Tek 112-24 — —0 2-13/16" 1-1/2" F 7 1 -17— el 1 -3/4 0-5/8" x 1.25" To of Column Slot (2) 8" 6 FB 3x1/4x 8" 3 " Column to Rafter Conn. 4..) Mat: FB 3x1/4x8" Gage 2-1/2 7-3/4' , Pude' Clip @ Rafter End, FB 4x3/16x12-3/4" (2) 6 [FB 1-1/4x3/16x3" (2)@splicesj 2-1/2" Gauge 4' 5-5/16" --Column TS x3x.120" r CUp 3/16. 2-1" End Plate C5xf3.7 FB 1-1/4x3/16x7 0 Splice Joints Only 13' 4" Beam w/o End Plates 4' 5-3/8" FB 4x3flear 2' 2" 9' 0" C5 x 6.7 Rafter Layout ( 6 ) 2-1/2" L7'17-oz C5 x 6.7 Beam Tek #1/4-14 (6) o ASTM 545 L 2x3x1/4" TS 3x3x.120 Column 4) ... , ,,, (., , ■ 4141f : Ke• 1 .. r 2" Gauge ------1 5- a' 4-1t2 Tek 11/4-14 (4) ASTM 545 \ Column Rafter, Stepped Conn. Mat: L 2x3x1/4x3" 1° Isa (2) Tek 112-24 (4) Tek #12-24 0 Specs Sheet Trite Details -4- —0 0-3/4" GUY OF Connector _ Plate Viewed from Rear Pmject Four Post Carports Ctp I I I Purlin Clip. 05/ Rafter, FB 4x3/16x62,(2) F8 1-1/4x3/16x3 (2) @ Splices ] I IE<PIREs / — g RAM sarA997 CITY OF TUKWILA (2) Tels,012-24 (4) Tek 112-24 Spke F8 1-104x3/16x3" Splice Joints Only I - C5x6.7 PERMIT CENTI,P - 1 CENTER oot( m structures Date: 'Tolerances Chk. By Page No. : Own. pr. I Scale: OF 6 10/20/95 l.js. ii 1/4= +1- 1/16' 54'O" 27. O Edge to Post C/L 0" Edge to Post C/L 1 1 1 9' Cr Post C/L to C/L T)9/4.0.50 —0 V 6" x 3' Deep 27' 0" Post CR. 0" C/L to C/L —0 1' 6" x 3' Deep 0" C/L to Post Purlin Perimeter 18' 0' C/L to C/L Purlin Perimeter 36' 0" Overall Roof Perimeter Trim to Trim PLAN VIEW - 4 CAR Foundation Layout 1 Roof Perimeter Trim to Trim PLAN VIEW - 6 CAR Foundation Layout 13' 4" Out to 2' 4" a 9' 0" Post CA to C/L 13' 4" Out to Out, Purtins 4' 6" 1 4' 6" Out, Pudins I 4' 6" I _J FILE COPY F'an t °miss; _ _ - aet -authorize- 'zd code or ordirignIM copy of cpproved plane 18 0" atian ; of cont ctor's Dat, Permit No. Dci1o5b 4 4' 6' C;i1Y CAUG 4---t 90" 13' 6" 18 0" T CENTEP Lew i s K A-rfes, ce)607 WA. P m' Four Post Carports Sheet Title 4 & 6 Car Foundation Layout Date: 10/20/95 Nan. By. 'Scale: I.j.S. iii 1/4" 1' Tolerances , Chk. By: +/- 1/16" cuum i s etd ,•., P. eqt Page No. 1 OF 6