The URL can be used to link to this page

Home My WebLink AboutPermit D2000-390 - GOULD RESIDENCE - GARAGEJEFFREY GOULD 3910 S 114x" STREET D2000 -390 r` • 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:_ Signature: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Print Name: 335140 -0055 3910 S 114 ST ASFR DEVPERM LDR 001 .. North: SEATTLE Contractor License No: TOWNCPF099LT Permit Center Authorized Signature: DEVELOPMENT PERMIT Fire .0 South: .0 East: Sewer: SEPTIC Slopes: Y OCCUPANT... JEFFREY GOULD Phone: 3910 S 114 ST, TUKWILA, WA 98188 . OWNER KINGSLEY JOHN V & HELEN L 3910 S 114 ST, TUKWILA.,. WA 98168 CONTACT. . : JIM GUINN Phone: 425- 743 -1555 16521. HWY 99; STE B, LYNNWOOD, WA 98037 CONTRACTOR.. TOWN & COUNTRY POST FRAME BLDS Phone: 425- 743 -1555 16521 Ht 99; STE B, LYNNWOOD., WA 98037 1- ***************************************************** * * * * * * * * ** * * * ** * * ** * * * * * *** ** ** .Permit Description: .CONSTRUCT A 672 sf DETACHED POST FRAME GARAGE. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation:. $ 15,120.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling : N Start Time: End Time: ,_ Land Altering: N Cut: Fill: Landscape Irrigation :. N _..Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N __. No: Sewer Main Extension:_ N Private: N Public: N Storm Drainage: N w. Street Use: N .. Water Main Extension: N Private: N Public: N ****************************************************** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * *; TOTAL DEVELOPMENT PERMIT FEES: $ ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 442.16 Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 _ . West: Streams: I hereby certify that I have read and examined is 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. -CAB Date: ■ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. (206) 431 -3670 D2000 -390 ISSUED 12/08/2000 06/06/2001 PRIVATE GARAGE 1997 . 0 01101•111■1101. 1.1.10011 )E!).Q)CAL Date: 2',e z W. re 0 0 UP"" J I w O 2 J a . z z� W w . O N OF_- w w. _ z U w 0 1 - , O z rr +ai7e�Kr3.�iIf�3,aTra ;.t: CITY OF TUKWILA Permit No: D2000 -390 Address: 3910 S 114 E Suite: Tenant: Type: DEVPERM Parcel # 335140 -0055 .* k**' k*****• k**• k• k' k***'* kk** k****• k****' k• k**k k***' k' k*• k**' k' k' k * *'k * * * * • k kk-kAk * ' k *•k * *• Permit Conditions: 1. No _changes will be made to the plans unless approved by Engineer and the Tukwila Building ,Division. Engineered truss drawings and ,calculations shall be on and available to the building inspector for inspection :purposes. Documents shall, bear the seal and signature ,Washington State Professional Engineer. . Any exposed . insulations backing material shall have a Flame 'Spread Rating of 25 or less,: and material shall bear identi- f scat i on showing the fire `performance rating thereof Ail construction' to be done in conformance with. approved plans , requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition).. and ,Washington State Energy (1997 Edition) Notify t_he. Tukwila Building Division' prior to placing U any concrete '' This procedure is in addition to requirements for special'i nspection. All', wood to rernain in placed concrete shall be treated. wood. . + Validity of Permit. The issuance of a permit or approval of plans,:'speci.fications,; and computations shall not be con st'ru;ed to• ,a permit for, or en,'appraval of, any violation :of 'anytio the provisions of the building code or of any ;othe,r ordinan,',ce of the jur. isdic,tion No,. permit presuming t giveauthorit_y to violate or cancel the provisions ;,of` this code shall be val id. Electrica'l permits shall be obtained through the Washington State Di vision of Labor and Industries and all electrical work , wi_11 be inspected by that :agency:' (248 - 6630) Al l permits, ,.inspection records, and approved plans shall available at the job _site pri the `'start of any con- , struction These documents are to be maintained and ava i able until final i;nspection approval is granted. I hereby certify that I, have read these conditions and will comply with them as outlined.;,-. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other work or local laws regulating construction or the performance of work. ` \ 2 - & -- 0C Sig nature: � �Q�- Date: Print Name: t��l� L 60 U Status: ISSUED Applied: 12/04/2000 Issued: 12/08/2000 z w 0 CO CV uJ u_ w 0 ga co ci Ill F = F- O Z LU 0, W` I 0 z ` Cu ' = , OH I acs mile. Project Name/Tenant: / ,/e l'Le/ e( 6 o c c.. /c . Site Value of Construc Construction: uc 9 9 Address: City State /Zip: 37/c)--6"1/9 `3� iu.,�'cv/Y/dt to/4 99/ 8 Tax Parcel Number: 3 35 — oS' Property Owner: �P FreA e y (7 ca 0 Street r1a'�S' Phone: v206 ` 7G).7 Address: _ City State /Zip: ' • 3 `?/ G J 1• //e/ )' 5G 7 Z4� 1•t/ // /ct GV,1 9 P / &f —,7�a�3 Fax It: Contractor: 7"o WA/ / CO- t,titi y� c� • Street Phone: 4 /07 6 - 79,3 - Address: (! City State /Zip: /c b -2./ //tu y �� .5 1'.' B / evo h a 03 d Z /s Fax . #: 1 55 = 7 4� o? - /6 g / Architect: / Phone: Street Address: City State /Zip: Fax #: Engineer: At� j D� � 5 /d es /c.✓ Phone: 30 - go - aoao Street Address: City State /Zip: Fax #: '3/..' qc - °� O-2/ Phone: 5' 99,3" /LS' - (5 - 3 Contact Person: /rY� , :41 /11 Street Address: City State /Zip: Fax #: / le/ . � / � ' Sa w y 2V Jam , ,� .�,�A,�� 9S-c3 7 4/.73 94/2 - ,6 9/ CITY OF TUKILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: Single- Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be ac cepted through the ma o f i Description of work to be done: S TJ'Z[ c C 7 et_ De, IBC /q' c / /'U S P a Raq e Type of work: J ❑ New Single- Family Residence ❑ Interior Remodel- Single- Family Residence ❑ Remodel /Addition to Accessory Structure ❑ Deck(s) - Covered & Uncovered ❑ Addition - Single - Family Residence ❑ Residential Accessory Structure' g Garage(s) C De eie (n ed El Residential Reroof Is this site served by: ❑ Sewer Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: ✓ sq. ft. Garage /Carport / 0 sq. ft. Dwelling / sq. ft. Covered Deck(s) sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 'a— sq. f . Garagg Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck sq. ft. Dwelling sq. ft. Covered Deck(s) Floor Area Ratio: (total floor area of all structures divided by the area of the lot) I LI . y TO " Lot area welling, provide the following: Floor ar dwelling Floor area of accessory dwelling " Provide documenta • " - . ows the principal owner lives in one his or her primary residence. PPLICANT REQUEST: PUBLIC: WORKS,SITE/CIVIL" PLAN: REVIEW OF THE FOLLOWING. (Additional reviews shall.be by,the'Public Works Department) El Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone El Hauling ❑ Land Altering: 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous End Time: ❑ Sewer Main Extension 0 Private ❑ Water Main Extension 0 Private Est. quantity: gal 0 Fill cubic yds. O Public O Public Size(s): Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed 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 ex- pire 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 antIon �epfed• ^ Date Gicate4 explr AZEsken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 MAMA Z w U -J J w 0 g a . _ • ° I- W Z F I- 0 Z W U 0 0 I- W I- U . Z W = 0 Z BUILDING :OWN :0 1UTH RIZED"AGENTV: ';' "' •..,.. +.. • . �, Signature: Date: ///6 / i 0i Print name: 4 Pao5e. ? cr 3 15 41 .2F 2 .7 -/!09 f Address: /6 5--,../ C SP, City/State/Zip: ALL SINGLE- FAMILY RESIDENTIA' PERMIT APPLICATIONS MUST BE c"I:MITTED WITH THE FOLLOWING: • DRAWINGS PREPARED BY /, .4EGISTERED ARCHITECT OR PROF SIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED D SU TTED ��r Copy of recorded Legal Description from King County (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: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which Include: ❑ / Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) • Building height' Building cross - section Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. Copy of Washington State Department of Labor and Industries Valid Contractor's License. if not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". O If Bullding,Owner' /Authorized Agept,;lf;the applicant ls•ott►errthanith.e owner, registered architecbengl riser r kOrgcotttraatorillcq►ised�ki:. by the State`of Washlrngtyn a;.notarized letter from the preper wrier authorizing the agent to submit this permit appI a • a l b .Pa n.. of,this��subrnittal, •«�a <, � .:; obtain't P /. n. eaequlre d`as Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department 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 NGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 * * ** * * * ** * * * *h* *•k * * *** ************ **** * * *.4 ****** ***h*** ******** CITY t!F' 1':UI;WILH. W1-4 `k r TRyr!tril.l * * * *** * * * * * * * * * * * * * * * ** * * '3F * *,4 *** * * . * * * * *k * * * * * * ** ** * **k ** TRANSMIT:' Number: R3800404 Amount: 26 . 7f.i 12 /08/00 11:46 `, Pas/merit Methadz CHECK Notation: TOWN & COON{I2Y Irnit: TLO Permit Noe_ D2000 -390 ; Type: DEVPERI•1 DEUELDPME12F 'PERMIT .:' Parcel. No :335140 -00. 5, •. Site 'Address: 391 S iota{ Fees: 442,16 This Payment X69.;,5 Total ALL Pmts: 444.16 Bxl once: .;( 0 * ** * F k* ** ** *•k * * *** * *** * ** * * * ** Sri:* *** ** * * * ***: * * **** *** ** ** *** * ** W rcaunt' Code Description Amount 000/32> 1:00 IIUILDING. -. RES 265.25 000/356.904 STATE BUILDING'"S3URGHHRGE 4.50, • a "'i "iz ult•i�t • •fir 0'~562 12/1.1 9710 TOTAL' 269.75 nt Itiil4�Ltl�w2{. ^ _.. * 174 i'r11:7 . s Y VM77∎ 73 ^ Y:. � ' ''7.7 "" "7" :41. �74t"4." :177. ,. - s w,Y,rn7 1)-771 n.N •}r 4 ,. �.�, � � ' r y ,..�. �ro n+l�F, }FAY'{ p. t. ■x �" x t.^" tZ s � .. •.ti,��* , ! n a.,µv'isiY,l�len^ rdSti }:.�47� .:S i_.b•.. w 4edWA'.,4ld.4 v+ia^s::; a' t ttt.CF 1a'AA:t*.*:C.ct 61•tt **ts.ta:i t •t *iv .ri S ;.ki ;1 Y ti fill \ J l l{ .: k t xr a T •r H .t :t t t or :c C t k, n ^ � � 0 ! ! ►' ! ' I' 3 ) . ' _ Y ?. lula _ " ± t t:t ti 4kaFh,F+,Fkkha h � '+�h x'r1 . .F•ta Fhht \ F .F .h .F:ei cA.c:t.irirth .�••4,Fk I � I ■ r. t r I u, ;r , iN 'et P•I`tr1 1 r tltrtUat1 a t: :ti4U 4Vi. !%r ttt.rtt V • i, r r 1i�isi14ec.Ul11dIit t'41 In!t:: tii -II 1' ii'/ tit {? tl " {: 19 t 11 l? h � < It. It Id � .� a 1 f) Y1 r c '{N L /gC3 UktJNI_ItIi !) lit. L,�t'f91 c. I 1'INi °1 11 !'1:.t 1111,• tCo 11�t)t)t) F iir"ce 1 !2p" :34C1l. •,. 1C( .' H (J I' ? t a J N i i) :i J. 1.4 a 1' t {•. Gt ; 4 d 1 ALL 1'!! t fJ n f a 4 �. ! 'M! 1 £t �'; t 3. 1 A1 ). t2 r k ti i .t\ 4 )4 'it '+t 4r• do l4 ti ii •d• •ir * �• , 1 * * a• rt * 'h +.1.•h ,t° * th a•• .-h is •4 tic • * i ,1 •A• * ,t• k k •k A 4 ir T ,4 •k is h ,.' lif0t)Ufl 1. IdC�QUJ1 ?3 t.c tJEf I)ci »CI 1I)'°�'1f)f1 j 4 t1 (.1 /,;w�ad:fcl r l' l r t;;i�lh - - -k J .. -- �.. W O! u . H W, 2 {.. I. , 0 z ,. W ui. n U N1 r U iu •0— • z` _ ., der tia'7usiiar �t'fiv`: 'Y'.tE frr i1 crq Pro'ect: 6 Ty. • , speetion ' Addres I (0 So . // Sf Da .11e 710 0 ,r - . Special instructions: Date wanted . a.m. Li a ' D p.m. Requ tee, r: �:�_ Pho as1 711- - r5ss r{r r 1 INSPEICTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 • PERMIT NO. (206)431 -36 A pproved per applicable codes. Co MENTS Corrections required prior to approval. El •$47.00 REINSPECTION FEREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • Project: eka Li r mild Type of Inspection: fb-bti Address: ‘11- 31 to S. ILI. St. Date called: 51 I Special instructions: US4 ri . oo iplvost-#1 .- Date wanted: .36101 a.m. p.m. , Requester: Dtkti Phone: 7 '• INSPECTION RECORD Retain a copy with permit' INSPECT! N NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Woo- 390 PERMIT NO, (206)431-3 Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: 4440.1...., Date: $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' VI! Project6 „ , • , UilLe/ re-5 I ((emu_ Type.of Inspection: rifD75/– \W Address: 1 St Dateialled0 ,------.., Special instructions: Dat wanted: /i1)/ 0 i a.m. p.m. RmsAr: Phone: 425 - 043 - /5ss .6 INSPECTION RECORC) Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. Approved per applicable codes. Li Corrections required prior to approval. COMMENTS: (7 S t • - Ci r //,d LI $47.00 REINSPECTION FEEj.QUlRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Type of Inspection: Address: � / 0.7 Date called: Special in { Date wanted: C -32 " — 0/ Requester: / Phone: ? ,s rfy / - 37/ � INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. . n INSPECTION RECORD Retain a copy with permit +.,ten a•,� •w�xh w�j•�,xt, COMMENTS: 1,qj c6,1, ol-//),;( , 1 n L.1 41 yt Corrections required prior to approval. Inspector: J !!% v � 4 '� / " J Dat V7A 9 / El $47.00 REI NSPECTION FEE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: e ».lsAt: »Gnco _ay,.. sr.n; pia;.,.. rd4�...: h 3s..�llnid'RSr:Lti-LMS143s.:tr;: 3r t; JLi�lJ.1�a.:F.�u14'u1.,5..�. =ok ir4P.,,V,i44 Project av id Typ fInspection: f Ytirt, 5-e /I tic Address: yi 3lio5./N A. Date called lei a/ Special instructions: D at D/ r , 7 ii P/ a.. p.m. Rqu a) Phone: 253 A -3 --, • f` INSPECTION NO. i. a•d INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 V V25 -390 PERMIT NO. (206)431 -36 COMMENTS: 3) /1 /6' 44/- A to 1-471,7 Approv" erpe applicable codes. KCorrections required prior to approval. ri $47.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i } .,W 1Y1(aJ�wS�.A U J t:•a� a .N,fu.•.}4 ff hw in■i+ k Z ` W re 2 UO . U) 0 ' ' 0W N WO 171.Q II � H Z ° dic n U 0 ....co' ilj t � 0 I I -• • W W: -- Z w I_ 0 Z Project: O vCd / [Sid cr+u- Typ of Inspection: M.Ytiry S V Address: y1 3 y /0 5. i/ (4 st Date called; i /2 5/61 Special instructions: Date ante : a.m. Requsster U . Phone: Z53 -Z23 308'0 Approved per applicable codes. O ` INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 P2 ooP - 3 ?0 PERMIT NO. t (206)431 -367 Corrections required prior to approval. COMMENTS: $4 REINSPECTIOItFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: l'';'` "Fit ; ^''?1t v,t'e , T the : irt*E-+ oCAt ,.°. u�7 ;actsttoApm >.trlit -d.,,+ :.A ,.. .� r._.,,:sJr..,r . t,: i'aS.n.. t.. r, �c. Ln. er; vx�...' kneev: u:. L+n.u..,.vitiirUkY.^�it�i.Lt``" +fF,::r.'n .§: W4�LJ ;ifk <twlkrrW.riiui.l... +.ahw4' ,� *Nv.trrw:. tiwkhh., JJ,ak:tafr. wL:k1J Suite B • 18521 High hood. WA 98037•3199 M [ Everett: (425)258.11 • (253) 840.9552 Administrative H'°" q ) 743.1555 ■ — FAX: (425) 70 Toil Free: 1-800-824-9552 PERMABA Contractor's tic. 3WNCPF0991T :CBI: 129311 P SE CHECK: oll -up doors it in Bays II -up doors will not hit Truss r} t Roof Pitch A5.2.2 .if Snow Load Customer has verified and approved the orientation of the building to the North and verifies that all items specified in Paragraph B of the contract Lead ft d 3025 are shown on this drawing and vice versa. Customer Name Customer Signitu Pink • Accounting � White - Cectess•Cery. Canary • 0(11ce Copy Builaing Design 1 . FLOOR PLAN _Wind MPH. _Wind Exposure _ 9 Eave Height _ Clearance eE` .. ij ! �M • • nrod . U 31b K tk Draw North Mow in Circle 01995 Perme•Bitt Industries FR-85 6/98 r I T 1 1 I ryq I I p_r L_.1... - E - F, ,COPY 1 . _..___ --- - .- -.—. _ ». _ ___ _- .- «._____. -- ______ ____. — _.__,__._. - - ............ t 11 _. __ ._ I _ _ -_. •• - -- I _ t , , csi , 4 ! I 1 I CP 4 ,N - • . __ -- __ - -__._ --- + ............ ._ _____ , . ‘ , • i ' i -,f2mot 441 I Avcrai rfti NOurnfrf 1 – . 1 I iti_ i 1 _i_i_i_j_i-1 1 1 - if ‘ 6 1 __..... .. - .___.. __ - ..krc t g:A_r._•r....Te-z- Or - i H . . 1111 ill i I I L- . - . 1 a _ . .._ 1 --i—li.----r-ruir----i - iix ii i_. cia,../ aaa N 0 ilimi . i , , it 1 1 I I • t --. I 1j 1—i m rf 11.4 LI i ..- ._:__.__. i -._ . -- --- __ :,__ — i _ ,, _. _ __.._.. �_ _ • , _....__ .2:7-a‘tet AP 1 ..__ »_. / ' I I` I iv I 101 P I i I • . cel o I -g2 S.) • .. _ ;tu rd tlint he Filar Click a royals arm to a i'd «rni sloe is and Tapp oval o bny i c de co or o din nc . ecipt b f ion- . ». .. .__. _ _ -7 y�'F p;ore� pfa s ckrrow dged I _ __.I __. __ _ _ _ i i - - - -. = . h _. _o. " --ri ._ »...._. ...jf I I liW1 ICI i '1)3,11 1 I 44 • I — I \ I L _..... . 1 _ :_ _ ' ri)111,'";;M7 _..._..e► I �. -.. �r.1P ... __ c3._._._ __...__:___ f� , tealr___1 7 - _.._ .,— .»___... __ ofil Ak EIPER IT , _.... » »..f.._ »__ _.»_` »_R ; f�ttl• ED __ I R.0 i . i i � __. 3 x i — _. I 'CV It %-- . , i ! I __ C �'1 -PLUMBING 0 AS htlC _ I , I l V: -- C4 -1 " \--- . � _. .. Qt to ntr.tr_ Gt cveTtnki J r Suite B • 18521 High hood. WA 98037•3199 M [ Everett: (425)258.11 • (253) 840.9552 Administrative H'°" q ) 743.1555 ■ — FAX: (425) 70 Toil Free: 1-800-824-9552 PERMABA Contractor's tic. 3WNCPF0991T :CBI: 129311 P SE CHECK: oll -up doors it in Bays II -up doors will not hit Truss r} t Roof Pitch A5.2.2 .if Snow Load Customer has verified and approved the orientation of the building to the North and verifies that all items specified in Paragraph B of the contract Lead ft d 3025 are shown on this drawing and vice versa. Customer Name Customer Signitu Pink • Accounting � White - Cectess•Cery. Canary • 0(11ce Copy Builaing Design 1 . FLOOR PLAN _Wind MPH. _Wind Exposure _ 9 Eave Height _ Clearance eE` .. ij ! �M • • nrod . U 31b K tk Draw North Mow in Circle 01995 Perme•Bitt Industries FR-85 6/98 . QUAN TYPE SPAN P1-H1 OVERHANGS 1 4.3 240000 4 0 0 4 -06 -01 • SL 12 -07 -13 HO 6 -01 3x12= A . sp -.Aa TC BC JUti 799042538 STOCKAG7 - 6x6= B 6 -04 -14 8 -03 -04 UniStar -- Version 40.0.109 RUN DATE: 4 -28 -99 ' CSI SIZE LUMBER FB TOP 0.64 2X 6 DFL -1800 1800 BTM 0.99 2X 4 DFL -2400 2400 WBS 0.63 2X 4 SPFS -STU 635 EXCEPTIONS: E -B 2X 4 HF -STUD 745 B -D SAME AS E -B LATERAL BRACING: TOP CHORD - 24 IN. OC BTM CHORD - 120 IN. OC TRUSS SPACING - 84.0 IN. LOAD CASE 41 LUMBER STRESS INCREASE: 15.0% PLATE STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 25.0 5.0 BTM CHD 0.0 1.0 TOTAL 25.0 6.0 31.0 CONCENTRATED LOADS (LBS) C 790 RIGHT SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH LBS LBS IN -SX A PIN -395 2604 5- 8 C MOD HRLR -395 2604 5- 8 LOAD CASE 45 UNBALANCED LOAD LUMBER STRESS INCREASE: 15.0% PLATE STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 25.0 5.0 BTM CHD 0.0 1.0 TOTAL 25.0 6.0 31.0 EXCEPTIONS: A -B 31.3 5.0 B -C • 0..0 5.0 SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH LBS LBS I A PIN 0 2494 C HORZ RLR 0 1156 5 - 8 �� ky 0,V N -SX 12 4 � 9'S 2X5 // G E Si 4x6 4X6 HEEL 5 -07 -02 7 -05 -08 24 -00 -00 5 -07 -02 LEFT RIGHT OIN - 4SX OIN - 4SX bEC D 4x6 LOAD CASE *6 UNBALANCED LOAD LUMBER STRESS INCREASE: 15.0% PLATE STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 25.0 5.0 BTM CHD 0.0 1.0 TOTAL 25.0 6.0 31.0 EXCEPTIONS: A -B 0.0 5.0 B -C 31.3 5.0 SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH LBS LBS IN -SX A PIN 0 1138 5- 8 C HORZ RLR 0 2476 5- 8 MEMBR CSI P(LBS) M01ST MO2ND TOP CHORDS A -F 0.64 5621 C 6677 -4230 F -B 0.56 4825 C 4230 -3015 B -C 0.56 4825 C 3015 -4230 C -C 0.64 5621 C 4230 -6677 BOTTOM CHORDS A -E 0.99 5716 T 789 239 E-Sl 0.46 4073 T -239 823. S1 -0 0.46 4073 T -823 239 0 -C 0.98 5716 T -239 -789 WEBS F -E 1524 C E -B - 1682 T B -D - 1686 T D -G - 1527 C DL.LL DEFL - 0.44" AT SI AtT 0 1lA LL DEFL - 0.35" c BRG -SP6Q SPAN /OEFL (DL.LL) - 651 E:011 EXPIRE 12/31/99 I 4 240 6 -04 -14 8 -03 -04 SL 12 -07 -13 HO 6-01 rr7 3x12= C "SEE REVERSE SIDE OF THIS "" " "PAGE FOR IMPORTANT NOTES "" - Plating conforms to UBC. Place values may be verified with Robbins Engineering, Inc. Grip values are based on gross area test. Lumber is SPF -S except as shown otherwise. PLATES - 20 GAUGE LOCK GRIPPING 558 -231 PSI PER PAIR INCLUDES 15.0% INCREASE TENSION 1339- 465 PLI PER PAIR SHEAR 784- 506 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 3.00 X12.00 9.5 2.7 B 3010 6.00 X 6.00 CTR CTR C 2001 3.00 X12.00 9.5 2.7 D 1010 4.00 X 6.00 CTR CTR E 1010 4.00 X 6.00 CTR CTR F 1001 2.00 X 5.00 CTR CTR G 1001 2.00 X 5.00 CTR CTR S1 1100 4.00 X 6.00 CTR 0.0 NOTES: 1. TRUSSES MANUFACTURED BY OSO LMBR -TRUSS DIV. 2. ANALYSIS CONFORMS TO UBC (ANSI /TPI 1- 1995). 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC,1994 EDITN TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM WIND SPEED - 80 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B OCCUPANCY CATEGORY - 1 ... 5. UNBALANCED LOADS CHECKED CE (UNBLN LD FAC - 1.25, 0.00). 6. TRUSS IS DESIGNED FOR NO CEILING LOAD. 7. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 8. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 790 LBS. 9. FASTEN TRUSS TO BRG A FOR 339 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 10. FASTEN TRUSS TO BRG C FOR 338 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. Ve 5 DM9 Town & Coun POST FRAME BUILDINGS Quality: Our Future Depends On !t.N SEFF6LE aO W., D 3910 5, /P1 ST, TUK W ILLA 1 LIJA• 9$l5lS of QOU72A @T DATED )0-31 3C Suite B • 18521 Highway 99 • Lynnwood, WA 98037-3199 Everett: (425) 258.4171 Puyallup: (253) 840 -9552 Administrative Headquarters: (425) 743.1555 FAX: (425) 7424378 Toll Free: 1400-024.9552 Contractor's Lic, 0: TOWNCPF099LT NAME JOB # SHEET NO. CALCULATED BY DATE 5' koT I TrlQouCOt1 (o l I LK A) c, D HILLMANS MEADOW a ARIDEM S PIDA1T101J TO THE L► iTY OF SEATTLE' TJt'1.1LSlb1) NO, 3, A 00/%9tQA i THE PLAT TH .RE OF RECOe.DE.D llJ VOL t�• OF PLAT) pR4 $61 RECORDS OF $1 a 6 eo, cs)Ia, TAx 35"1Y8 5. /55 55 tXbT+ pRWELAIAP , l OF RECEIVED CITY OF,TUKWILA D . �; 4 2000 PERMIT CENTER o 0 ra, - z • Sr11Y 01997 Parma-Blil Industries FR-66 12/97 t o CO u. W O �..' a tom 0. z � I o o w u. • Z C.) — 0 1"! BLDG. LINE FAC POST (TYP.) BAY SIZE (14' MAX) a. C USED UST OF SHEETS INCLUDED SHT 1. GENERAL PLANS & ELEVATIONS SHT 2, DETAILS SHT 3. SCHEDULES & NOTES SHT 5. CLADDING & BRACED ENOWALLS (EMB. FTNGS) SHT 7, POSTS - ENDWALLS (EMB. FTNGS) SHT SWB. CLADDING & BRACED SIDEWALLS SHTS T -I, T -2 AND T -1I -- R BUILDING FULL L H G ' TRUSS `4 - 717 "TRUSS 6QTTOi�A f94.: PER SHEET T -1, TYPICAL. x I i i I I cij it i II I II t . II II d 1 1 PLAN If it �f { 1 II SIDEWALL LENGTH SIDEWALL POST PER SCHEDULE A. FOR MAXIMUM SEE NOTES 1 & 3 II RAKE BEAM PER SCHEDULE F ND DETAIL 5/2. (ND OVERHANG) A``L M ENOWALL & SSIDEWAL THAT LARGEST S DE E SO PERPENDICULAR TO YfALL. BAY SIZE (14' MAX) GENERAL NOTES 1. BUILDING MAY BE CONSTRUCTED OF ANY SIDEWALL LENGTH AND SPAN LENGTH MEETING THE REQUIREMENTS OF THESE PLANS WHERE RATIO OF LENGTH TO SPAN IS EQUAL OR LESS THAN 3 (SEE NOTE 3 ON THIS SHEET ANO NOTE 14 ON SHEET 3 OF 7). 2. BUILDING MAY BE A COMBINATION OF CLEARSPAN AND GRID SYSTEM AS SHOWN ON THIS PLAN. 3. RATIOS SHALL MEET THE REQUIREMENTS ENGTH TO SPAN - 40' MAX BLDG SPAN & 64' MAX BLDG LENGTH: FOR 5:12 ROOF SLOPES, USE AN EQUIVALENT BLDG SPAN - ACTUAL BLDG SPAN + 8' FOR B : ACTUAL BLDG 6:12 ROOF 16 FOR SHEETS 5. EQUIVALENT BLDG - 28' MAX BLDG SPAN & 60' MAX BLDG LENGTH: FOR 5:12 ROOF' SLOPES, USE AN EQUIVALENT BLDG SPAN - ACTUAL BLDG SPAN + 8' FOR BLDGTSPAN6.AACTUAL FOR SPAN +12 FFOOR'SHEETS 5, 6 7. 4 ARE ON PERMABILT BUILDING DESIGN SHEET. 5. REFER TO SHEETS 5, 6, 7 AND SWB FOR MINIMUM LENGTH OF ENDWALL AND SIDEWALL CLADDING / BRACED WALLS / STRUCTURAL EMBEDDED POST REQUIREMENTS. 6. CONSTRUCTION OPTIONS SHOWN ARE AT THE BUILDER'S DISCRETION. i,..,`;i<r,.! c,rxu..wit 4t.N #,ri- �..;tice.. ea_. waK.• rrcH .ste;i'ms'pliiiixiLi ?�iia:i, ;na;/: , 44.11 n F,Ytz "a�; OPTIONAL SAVE OVERHANG PER DETAIL 2/2. SIDEWALL POST PER SCHEDULE A. GIRTS PER DETAIL 12/2. 29 GA. METAL WALL CLADDING PER NOTE /4, HEET 3. ER OPTIONAL NOT CLADDING SHEET 3. PURLIN 1pEER DETAILS 3/2 & 4/2 AND SCHEDULES D. OPTIONAL CAVE OVERHANG 29 GA. METAL WALL CLADDING PER NOTE /4, P EET 3. R N #ADDING SHEET 3.) ) DE1 DE1 NO INC HEDU FOR SP METAL ROC NOTE /I4, : (29 GAUGE S 9DEWA GIRTS i DETAIL FOOT1A AND C FOR 3IDEWALL POST ER SCHEDULE A. 3U SS DING FU t o T -1 NA ' ! D 6 't ------- g RAKE BE PER DETAIL S FF OVERHANG) / __ ' ' - - ' - - TH SWS RGEST SIB E AT LA To PERPENDICULAR - - -- . D LO BAY SIZE BAY SIZE (14' MAX) (14' MAX) 1 & 3 ENERAL NOTES DNSTRUCTED OF ANY SIDEWALL LENGTH AND NG THE REQUIREMENTS OF THESE PLANS WHERE 3 SPAN IS EQUAL OR LESS THAN 3 (SEE NOTE 3 NOTE 14 ON SHEET 3 OF 7). COMBINATION OF CLEARSPAN AND GRID SYSTEM PLAN. 2TEATER THAN 4:12. BUILDING LENGTH TO SPAN THE FOLLOYWNG REQUIREMENTS: I & 64' MAX BLDG LENGTH: FOR 5:12 ROOF SLOPES. BLDG SPAN . ACTUAL BLDG SPAN + FOR �U A AL FOR G SPAN ROOF 16 F SE 6 A . ?. I & 60' MAX BLDG LENGTH: FOR 5:12 ROOF SLOPES, BLDG WAN . ACTUAL BLDG SPAN + 8' FOR FOR 6:12 ROOF SLOPES, USE AN EQUIVALENT AL BLDG SPAN + 12 FOR SHEETS 5, 6 AND 7. IIMENSIONS, WALL OPENINGS AND ACCESSORIES 'ERMABILT BUILDING DESIGN SHEET. (ATTACHED) 6, 7 AND SWB FOR MINIMUM LENGTH OF V LL CLADDING / BRACED WALLS / STRUCTURAL IREMENTS. DNS SHOWN ARE AT THE BUILDER'S DISCRETION. DETAIL 9/2 OPTIONAL SAVE OVERHANG PER DETAIL 2/2. SIDEWALL POST PER SCHEDULE A. GIRTS PER DETAIL 12/2, 29 GA. METAL WALL CLADDING PER NOTE /4, SHEET 3. OPTIONAL CLADDING R NOTE /11, SHEET 3. PURLIN PER DETAILS 3/2 & 4/2 AND SOIEDULE 0. OPTIONAL CAVE DETAILA2 /2. PER 29 GA. METAL WALL CLADDING PER NOTE /4, 7 EET 3. TIONAL CLADDING R NOTE /11, SHEET 3.) DETAIL 6/2 t 2 SEE GENERAL �... � \ � \\ � \ 00111 r —� (SEE #3.) S i t �11� I! PURLIN PER DETAILS INTERIOR RAFTER I I & 4/2 AND PER SCHEDULE G. I SCHEDULE D. Aiii 1 1 DETAIL 13/2. DETAIL 7/2 (OR) DETAIL 8/2 W/ NO POST. METAL ROOFING PER NOTE 4, SHEET 3. (29 GAUGE) DETAIL 8/2 SIMIUAR TRUSS SUPPORT BLOCK PER SCHEDULE C AND DETAIL 1/2. FOOTINGS PER SCHEDULE H & J AND DETAIL 16/2 OR PER SCHEDULE U AND DETAIL 16/4 FOR SPREAD FOOTINGS. SIDEWALL POST PER SCHEDULE A GIRTS PER DETAIL 12/2 DETAIL 13/2 INTERIOR T PER SCHEO K. (N POST MAY BE REO'D AT ENTER OF BLDG.) POST SPACING METAL ROOFING PER NOTE /4, SHEET 3. (29 GAUGE) INTERIO OOTINGS PER SCH . E P AND DETAIL 2 i OR PER SCHE'• W 1 .. F. INGS PER SCHEDULE H do J 0 DETAIL 16/2 OR PER HEDULE U AND DETAIL 16/4 FOR SPREAD FOOTINGS. SPAN O TYPICAL SECTION THRU GRID SYSTEM 12 TRUSS BY OTHERS CD TYPICAL SECTION THRU CLEARSPAN SPACING - FLOOR -FLOOR RECEIVED CRY OF TUKWILA DEC - if 2000 SSE BEN q PERMIT CENTER ( NOTES �3' 6 In N N b Z CI W 1 4 X ma g a do A i M 1 zz m m s o g gy PROJECT 96- 707 -103 DRAWING NAME: 90- 707- 103.Dw0 SHEET NO. I OF 7 GRADE FIN i " rI'Q Ar SPAN oEC r C 2 y kS ettAD U LLtt�� 8 AJA4,4iiti.uta.L%vi Z fte 0 O i. T) Q W ?E J u. W 0 Z Z 0 uj Q U co ' O — QH I rz Z '. W U = o ~' z C, • NMI PM(L STDC•S 4. 9413 •/ OaM . VW. WM PPM Went ra t, S -191 (TTP.) San PEN !OPIUM C I • P001 00I SQ OT POST w/ PON MVP TO TWO MIN • 44 9( S P40.3 MR CTI I • ern 3.1•10 la • 1 -I/7• Was MUSS TRIMS PER NOTE SMECT 13 r 4 -114 • AWL TO . OOIIML POS I•.1 -a •l4. 001 SR. OOP Ply CPLY 17 -PIT.) Is • VP.. MIL 7 -PLY WPM •/ 101 • S 0.C. STAGOCRO INT 3. 1 . am VI 11 Owl lie 9810 ro � TO PATCH POP. NUM WPM Of PIl POST. 7 • TR 001 MN / (• ci, mit 1-I iii 1 -1/7• Mort 13 1� 9( 3. 1 . 1' - 0 ' WPM N AT A W P TRAFTR • >/ 3/4 -0 MOWN MME '413' DOI Or POST MO L70 LE0 POST. IO • 1 -I/2 MMS. --- POST on) POST PM SMILE A HOOT POMO S( sax 544 INT 3. TWA PM(tS IICCST OP POST 43.0. 1(JEw IbC 44.0. TOP 0400 SIM OT U.N.O. IPMER SOCOULE C. COWL IM MO 0OI SIX Or POST. SOLOS PM S0(OUL A NN TI N \ S �CO T p1 1N OL TI( win VAT IC 1 COI∎• /1L t / ? \ i •• • p ...... ; P otCi/. 741 3. • . ;;.: i . \ P r coact PO co Pcs • . / /n /n /i. / /: cCOMTE P 1 or aft MVO 4'0 9�d�1 EMBEDDED POST FOOTING W/ PAD 44 ROOt • f0 0, �►O� gp,,c. M fT1'► LOOMOVI 001 !a ` 1I O OIt 4 -I0 (TY►.) 00 1 P1 MO POI ISO% 54. Off 14/ 3 -1 M MP.) 4 WORM? 9 Or POST ciIS fOON NOTE 54 SOT 3. 4044 PMds PO4 M 3 1 4 OR 111. / . N 00 W' 11LLE s• • 7 -111 TOMML OOP NRM TO OOP RAP «MA/ fr 110 WME ON SOOT 1147 IP OWN 74011 44C Mt0•(D 114 -TO 1414. HOOT NAM es PPM PCPs LIM TO 1. IS LESS 30(141 S) ) SECTION PM SS0 110 C 7� • ROOT MOO WM TH 110 T RI 44 VA ELEVATION MAP NOT K Rob. K. • R PO T :RA t4• tux. 4 -1N (TIP.) BOLTS PM 30(0141 C 3 • LOOT 1401 3Q Or POST • _NON TO 11001 OI 4 • 0001 MP MUM MISCS. 1 '4-- 1'4-- MST 011400011400011 E011400011 0 POST ONO. O SECT. AT EAVE WITH OVERHANG 1•.1• -0• � 11 WPC ;t2 a1M T • P GIRT Wu. PAM SCAMS PEN NOTE 14 90 3 fASOA W/ 3-3-14d ME 0 -144 4 TO DOM. POST Pon consiocus RARC. (5.•151 PP 511K71 .0 !M MO AT cows POST.) 01P.) 01P.) ) 2 • ROOT •/ IMP TO MIDI POST. PA. TO 4M (T - ITP.) 50011 NW WOW 7. S. P N TALL PANELS 5(4 !1 �ST 15104 Or 0000 POST U111.0. AT ENDWALL W/ OVERHANG ammo 4o I POSI 7aaP1 T lEi2 / a► '1 fr V •I !4i Iil Stew" 1 -1 /2 EAN -TO /BUILDING CONNECTION L (7 3/4. • 1 .TI r0( 01 IMMO PM 140 ((3) 3/4 • e0. T(14 { 0(4 10' P4 544) 1[L 1/2 Ilri • IMITOw t-r-° O °' •MO - (Ti.) � 1 k _ r - • IS 0.0 OpNJ. POST POST 4/ 6-141d TAI 4a N RI Mort (4. INT 3. 1•1 POOL MM TO (104 T4USS •/ 1 -111d. MQEO. M1L 1104 POUR TO 001 ROOK • TIROS II/ 3 -I11d AS MOM. NM. PUMP TO POPLIN PURE R4 0[1LL!/7 TO NM. 1404 1140114001. (PMT 940•14) 1V• Pori I Moat WY HI 0.131 04 • 3 1/4 1.140 • SAP O11M1410 O SECT. THRU PURLIN AT TRUSS /RAFTER 1•.l -O 4004 PM EL sans POT TTMTI 074 PER NOTE 14, 90 3. SAY 710114 PI y TO ROOT 3 -114 10(41•. 10 MRTS S TORS re 11041 /C4 MWML POST T S 0 saT (3 1 4" O M POST MO. SECTION AT ENDWALL W/ OVERHANG 1•.1._0. �© WAY MOT eE 4100. 5- 4 Of TIC 0.010A0 STOW PPM STWP PM POO 0•0 TYPI • TV OT COPOSTC MEL TYNOIL OR l CI 7 ' Q IN • 1 -1/7 -7 -101 • I -1/7' 4 4004 OT Q- 144.1 Y MRS O1 RAPER 74• MAO. //\ \!� \�\ R 134 •7 .. I i � _ Pq 9PCP 3 or 7, 7•4 800.46 II/ 3 -10d T00404, TO IIMSS R LM WM I7 POP OPT PM MOO /4. SOT 3 7��AM IRT P IC MUSS TOP 04010 •M. P4a3 NTT POST 3-IN 001 C DOW= POST ,fr ST/IP PM to: 4 • Ndc /10. MOT 3. 4074 POPO POST. _ - CCMCCI R 1I 101 9s STRAP /POST CONNECTION •44' MCP SAE 10 INT RI •R P•ST RAFT R •NN • 03 10- (404 SOC. DOGE RY 1•.1 -0 7 -PIY.) TO NM. T -O•l 10 POST •/ 3-1•1 7•4 Cwf. WC( IMO. TO POST •/ WO (TOI �.) AT PER NOT • 3 a OIL s SOL /PUPATE CPT: • 7/• -li PEN 03101C4/01 24 CPT. 4101 w.•/3 -10 }A T -018. OM. lad i oL (TW) ILT 0.131' • • 3-1/4 LOC MM. • 17• •.s. WALL GIRT DETAIL 1••1• -HOUR FIR PARATI•N W 3h• 03P1r Ilru HOMO TM( 'A O 0000 Al (DOES 011 M 10114 OR PAL 110010 NAILS 04 COWL • r O.C. POST 10 OE S4/ OMR *0(0 OTT: MOOT It Coles otr T N SEC 1•.1._0 44 MP.) 1L k Mt COW, sl WW1 OR WO IC USCG Al ME WIMP 030*11m 54441 R4 S000 *1 0 1' -r UM (1.1.) IMSCS 011 mist( (TI.) 4 PURLIN4.SPLICE DETAIL 1'.l - 3-111 004 ENO 4 W POST A 9104 A (5__0.13 OL • 3 I/4 1. 10 (404 110 OP to PM S/I_ WAN 91-411110 OR Ir. 3d OLY. MML3 • r O.C. 1.0111 • 74' OZ. SCE COMA 17/7 FON 1 - 011 MM1M0. PANELS PM 144/3. POUT Mt 3 MR NOMAD fa (141* 44. WM TO Wm Ili • O Q *O. Z. POP POI - POOP OT( IP i O NOT IMMO MACH TO Ml W/10. !1041,111 1 37 IM OIY4i • 10' ..s. 7.0 P.T. OP 4/ IM Pro MO I POP MO I (71 MOOR K04 P CC A' 54 % a Etyam 1•.1 P.T. ast 21 *01 7. 2.10 P.T., CA 0 POST. PU r P404 HOT TOR ' 0111, OM 1154E 10116 101 P (4. Ni 11 08(6.MT 7.1 ROCK. M. TO DOI MM1IS •/ 3 ■I111. AMID. MI viol PURIM TO (ALM ROOT • 11110 5/ 2.144 M MOM. MICE RR TO 4//2 154 15L (501 RAM TO ROCK OIOT 90541) S IRMO MOW 1610' 0.131 011 • 1 (010 • 118( OO•Irolr 0 j y SECT. THRU PURLIN AT TRUSS /RAFTER I -o• Mr SRRL WRVS 101 RAIL RAr 521 501( (4, MT 3. 70 ILL MT TIM EOM TIE STOP POI TOTE MKT KIP Or CONNIVE 1151* OR 11 Or 7 TO ISOM 11111111111111111K `► �11 VOI ROM TO TIM 0101199 POST 1 ut%w LOCARIN Or 11 M . .- wry 1101 R IWO. w RR I1, . N I.- 1'-I -0' RT P -3 -101 • 1 -l/Y RAIS AT fool III �- 9( 3 O 7,, 111181 CO 10101 011 R00010 10 3-1M RCM TO 118!31 ROM MS MIX SCIOTO POI 5011 II, 9R 3 7A 1.9011 •/ 3■154 TRUSS TO• 01010 M1 PANELS meskarrar O SECTION AT ENDWALL Wi OVERHANG At POST 3■154 1501 1r r M000 1.032 • NOR OIIT, *(XT 3. � ( OM TO SK STRAP /POST CONNECTION I • 4' REP /1540 X110(11. 351 lOII1 1R (0 370016, 0 VTR* OR( NAY R OSLO At RC /BRAE.: 08087)8. O PURLIN'.SPLICE DETAIL 10 (501 911. (M9OE *T • 7 -*T.) 0 Tot Ml T-011 TO POST •/ 3-154 2.4 GOT. root M. TO POST 11/ 3-154 01001 At 1185(, (T•.) IAILL ►54(1.1 PER 9 0 3. 11 01 III, JCL: *4301111[ C•Ilt 244/1.4 1 -1113 • P12 itCTg0 7,41 0181, ?ACT M. 1/ 3-154 M 7- 01111 1( 0. IM • O.C. (70) 0L1 0.131' • • 3-1/4' LOC 00. • 17'1 POST 10R r/ 0•1r WALL GIRT DETAIL r.r -r -HOUR FIR PARATI • N W 311' WSW •LL MARC TR 'r 111.03NW AT Cnt=3. OR 54 COOLS 01 TAIL M110 )451.5 CO (0541 • 7' OE. I' .1' - POST RRM RR 50(015[ 0 1' -1' UP (Mp,) 3 -154 1101 (1O Or IM POST AS 9101.1 01 (5 0.131 01* • 11 /1'I.dO 101(10 Or LP 111353 OR R*11,2 (TIP.) PER 50( 7(1 10 0 .51 0. [ 2 A 1 p1 1Q l ar 0•R 0 1 r/ :10TH TO a TION 041 011ie 1.1 I 1101(: 800/ • CCM PER CIR • ROW ►M0. 1001! RR 1 911 7. S • 1(0008 PER 10(03 1 1. IM TO 17 0 ,0. 50030103. POST Si 1 ON0 • t(OO(R 7) •14T3 Rw 3 W POST 1 OT 110100 01 A11ACII TO S CTION AT RAN 5- (AM ( R 11 KRR *T % 7 -RT.) 2 • Qoot Or POST r/ TO MATCH 00118[ WON I • .. RIDGE POST /RAFTER CONNECTION 1 PM. 02111011 (I, 911 3. N I 6*11.17(0 •10.1.1, 7.1 P.T. OM MONO Mu w' r/ 154 15411. ( SI I� 0 MUM POST �90() POST NO M. 1s 001 POSTS. (7) In 7.10 P.T., G Or POST. RACE 2' 190M .OTT 3-154 RUIN TO POST 10 -154 RIR 10 POST. (3 -154 AT COMER POST.) 7 • 5.004 5/ :OM TO wia POST. 111 r/ 17 -I66 (4-I04 AT CORER POST.) WO. P1(LS BNIEL A AT K 1-.00 AS 21 8 50 110 * 0 BASE GIRT DETAIL 1 PT. MT. MID I 813 77101 2.4 P.T. 1 SHEARWALL & BRACED 010 • TOI. Et\ 4.3' -4 WALL sr 1145 TO Idol POQ• POST POST . v 0.11.0. PP POST . S0( R .• COICI1(11 11001 RA• I' YR. (MO 1 00040 PERMIT GEN 7'•71' •5 POST ( GOD •TOL 01151 1(/7. !/ ' AME DEC - 2100 SONOI 1E r. NO. TO 111461 11 G SOC PER OUL( 9 EH MR OM Wl 3- AT POST TI 1 '.1' -0' 1 - 154 (501 1(1411 POI IOC COTS '211 11■101 (TV.) RECEIVED 1 -154 A CITY OF TUKWILA ro(11LL 7N MI� *51000 N AT RAK TO 1611 ROOT (TIP.) ."1900I SR 10 . •4101 POST 154 MD TO MATCH A In ,. I , _ O ' 7 -0 MM. SRL CUOORIC i 1 POST PER C- DUTCH GAMBREL 0 EXPIRES 12/19/ 61 8001 PPM. TOR %(I 3■ .AIR TO 0001 PIRO • G'N0 C. 200 4010 TI 10■I11d MO TO Pmt. (3-154 AT 001 POST.) 2 • 800• r/ :OM TO 11101 POST RAl 5/ 6-154. (3-154 At CCM* POST) • TO O 1100 T 1 1181 -154. MU. 0000,1 POST 0.110. 2,27140/D T M • 4 -104 TAIL h METAL 110020 COMPRO S 54126 PER SOCOOLE C ( Al 94CRIN MuSS TOP 010•D OR CANTROMO NM RAN O NO POST RIDGE CONNECTION 1'.1' -0' isms MS C2M 6 *S0 *171!03 101 MIN RAMS CARR(v2I0 OIU 00111 POSTS. 1101[ NO TIROS/POST CO�RR 2 • 11.001 10 11TCM Pmt R21R. Roa MLID 10 POST r/ 5 - 154. 1 x 1 5011141 010 3/R• RIC 0 S 3157(1 7 STRf11(R CO (001 • ' 0.0. TO(RM, TO MO, 0,11k OV 000 1 5•51.3 1/I' CIP9w SI(AIM TIR X'. 31 CIV, 1M13 • R 0.C. • 1-GR • 24' 0.G WE 0254E 1711 101 1 -1*1 1MR11G. PANDA 521 (4 011/11, 1'•I' - O' ANCHORAGE Mt 9(M 5 OR 1 01 510 .'0 I 10 O 1Zn J �.1 01.1 Iti z PRO.ECT 98- 707 -103 DRANK NAAE: 98- 707- 10104IG 911(7 NO. 7 Of 7 4. z i- 6 00 co J =' LL H W 4 2 LL CD d H Z � Z � W 0 U U I- W U O W z U _� O ff '' z BAY SIZE RAFTER SPAN 10 12' 14' 10' (2)2X10 (2) 2 (4)2X10 (2)2X10 OFL NO. (2)2X Oft NO.2 (2)2X10 + (2)2X10 SCABS 12' (2)2X10 H.F. NO.1 12 HF NO.1 (4)2X10 (2)2X10 OFL NO. 2)2X1 ' NO.1 (2)2X12 + (2)2x12 SCABS 14' (2)2X1 (2)2X12 (2)2x12 • (4)2X10 HF NO.1 (2)2X1 • NO.2 (2)2X10 O I. NO.1 + (2)2x8 SCABS XIO Oft. NO.2 BAY SIZE BEAM SPAN 10' 12' 14' 10' (2)2X10 (2)2X10 (2)2X12 (1)2X12 2X12 W /2X8 SCAB 12' 12' (2)2X10 (2)2X10 (2)2X12 OFL NO.2 (1)2X12 2X12 OFL NO. 2 WI -.,v, u .11 9 14' (2)2X10 (2)2X12 )2X12 DFL NO.1 2X12 W /2X8 SCAB (2)2X10 DFL NO.1 65' TO 120' BLDG. BLDG. WIDTH LENGTH (SPAN) NO TI IE STRAP PER DETAIL 11/2 LDG. LENGTH OTY NAILS 2X10 2X4 LECG ER (2X10 OF NO.2 AT 14' BA 37' TO 60' S 24' 44' MAX. DETAIL 58/2 3 12' 49' TO 84' 7 3 32' 56' MAX. 57' TO 96' 9 36' 60' MAX. 61' TO 108' 11 40' 64' MAX. 65' TO 120' 14 - SP 10' _.J■11111111111 14' 2X10 2X4 LECG ER (2X10 OF NO.2 AT 14' BA ' 2X6 LED GE' 2X12 . X12HFNO.1 AT 14' . (2) 2X12 W/ 2X6 LEDGER DETAIL 5A /2 DETAIL 5A /2 DETAIL 58/2 BAY SIZE TRUSS SPAN 20' 24' 30' 36' 40' 10' 2 2 2 2 3 12' 2 2 3 3 14' 2 2 3 3 4 BLDG. WIDTH (SPAN) EAVE HEIGHT TO 11' 12' 14' I 5' 16' 20' OR 30' 4X6 6X6 6X6 6X6 6X6 22' OR 32' 6X6 6X6 6X6 6X6 6X6 24',34' OR 36' 6X6 6X6 6X6 6X6 6X6 26',38' OR 40' 6X6 6X6 6X6 6X8 6X8 28' 6X6 6X6 6X6 6X8 6X8 BAY SIZE EAVE HEIGHT TO 11' 12' 14' 15' 16' 10' 4X6 4X6 4X6 4X6 6X6 12' 6X6 4X6 4X6 6X6 6X6 14' %8 4X6 6X6 6X6 6X6 BAY SIZE PURLIN /SPACING 10' 2X6 0 24" O.C. HF NO. 2 2X6 0 24" O.C. OFL NO. 2 12' egail 14' 2X6 0 24" O.C. HF NO. 2 2X6 0 18" O.C. HF NO. 2 2X6 OFL NO. 2 0 18" O.C. 2X6 0 48" O.C. + (2) 2x6 0 48" O.C. (ALTERNATING) -HF BAY SIZE VE HEIGHT 8' 10' 13' 14' 15' 16' 10' 4X6 4X6 * 6X6 6X6 6X6 6X6 12' 4X6 >< 4X6 Y 4X6 * X6 6X6 6X6 6X6 14' 4X6 Y 4 4X6 x 20' USE 24" DIA. 6X6 6X6 6X6 POST SPACING VE HEIGHT FOR SPANS EXCEEDING: TO 10' 12' 14' 15' 16' 10' 18" DIA. 18" DIA. 24' IA. 4" DIA. 24" DIA. • 24" DIA. 34' USE 24" DIA. 12' 18" DIA. 24" DIA. 4" DIA. 24 . 24" DIA. X 24" DIA. 20' USE 24" DIA. 14' 24" DIA. • 24" • 24" DIA. 24" DIA. " 4" DIA. • 24" DIA. 24' USE 24" DIA. O SIDEWALL POST SCHEDULE ALL BUILDING WIDTHS TO 40' NOTE : 71R'CORNER POSTS 4X6 - ORIENTATION NOT CRITICAL EXCEPT IF ADJACENT TO AN OPENING THEN WIDEST DIMENSION OF POST IS TO BE PARALLEL TO THE THE WALL OPENING. PURLIN SCHEDULE INTERIOR RAFTER SCHEDULE O SYSTEM NOTES: ALL BLOCK BOLTS 3/4" 0 FOR SPANS WITH NO CANTILEVER, SCABS ARE TO BE 8' -0" LONG MIN.. CENTERED IN SPAN AND ON RAFTER, AND NAILED TO RAFTER W/ 10d AT 12" O.C. (STAGGERED). FOR SPANS WITH CANTILEVER DO NOT USE SCABS. USE DOUBLE THE QUANTITY OF MAIN MEMBERS. ENDWALL POST SCHEDULE ALL BUILDING WIDTHS TO 40 . FOR ALL EAVE HEIGHTS LESS THAN II', USE 4X6, EXCEPT AT 26, 28', 36', & 40' SPANS. USE 6X6 RAKE BEAM W/ OVERHANG SCHEDULE x FOR THIS ALTERNATE THE RAKE BEAM IS TO HAVE NO CANTILEVER SPAN. SCABS ARE TO BE 8' -0" LONG MIN., CENTERED IN SPAN AND ON RAFTER. CONNECT SCAB AS SHOWN AND USE DETAIL 50/2. INTERIOR PO SCHEDULE GRID SYSTEM SCAB BEAM - - - -c, BEAM do SCAB (STAGGERED) .C. RAK EAM SCHEDULE • SE POSTS TO BE BRACED PER ETAIL 17/2 OR USE 6x6 POST. POST FINC SCHEDULE (WITHOUT CONCR SLAB) NOTES, ' l. HOLE DEPTHS 4' -0" U.N.O. • - HOLE DEPTHS 4' -6" •• - HOLE DEPTHS 5' -0" HOLE DIAMETERS SHOWN ARE A MINIMUM 2. SEE SHEETS 5, 6, 7 AND SWB FOR OTHER FOOTING REQUIREMENTS. TRUSS BLOCK BOLT SCHEDULE 3j4 • MACHINE BOLTS W/ WASHERS SEE DETAIL LEAN -TO INFORMATION LEAN-TO TO L OF CONSTRUCTED ADJ NT ONLY LEAN -TO BLDG PO Mi TO BE • HF 2 S4S F913 ALL POST HIS. LEAN- B LDG FT ARE O BE 18 0 x 4' DEEP. SIDEWALL POSTS OF THE . - RUCTURE SUPPORTING A LEAN -TO STRUCTURE SH ER SCHEDULE A, SHT 3 OF 7. 4X6 POSTS SH EAC VE 1 2X6 P.T. (2) R 1 6d 0 0 C FMCS � L 0 W/ WITH DEPTH PER S •ULE O.C. H OR J, SH OF 7. ENDWALL POSTS THE MAIN STRUCTURE SU - ING A LEAN -TO ST TURE SHALL BE PER SCHEDULE SHEET 3 OF (6X6 POST MIN.). FTNGS SHALL BE EMBEDDED R SCHEDULES H MIN.). J, SHEET 3 OF 7. SEE SHTS 5, 6, 7 & SWB FOR CLADDING REQ.'S, IF ANY. EAVE GIRT TIE STRAP ":ti vua .4144"4.v.,444 12. 13. NOTES; 1. NAIL QTY'S SHOWN ARE EACH SIDE OF SPLICE. 2. SEE SHEETS 5, 6, 7 AND POSSIB . R E lQIES( } 1. ALL WORK AND AL BUILDING CODE N 2. TRUSS DESIGN, FI OF THE UNIFORM DESIGN AND SHOF REGISTERED IN TI WITH THESE PLAN 3. THE DESIGN SHOV DESIGN LOADS: SNOW LOAD: 25 .SQ1L BEARING: LATERAL: 20 SEISMIC ZONE: 4. ROOF & WALL ME MIN. YIELD SIREN SCREWS AT 9" 0 AT 24" 0.C. ALOI SELF TAPPING SC 5. LUMBER SHALL C 2X4 THRU 2X12: STRUCTURAL POS BLOCKING: 6. EMBEDDED STRUC IN CONFORMANCE CONCRETE, OR E RETENTION IN CC WITH PRESERVATF 7. BOLTS SHALL CO NUT U.N.O. 8. CONCRETE FLOOF SPECIAL INSPECT 9. BACKFILL FOR El 4" MAXIMUM SCF BY MANUALLY TA TO EXCEED 8 ". PERFORMANCE 0 PRESSURE OF 4 IT MEETS THE RI 10. STEEL STRAP SF 11. 19/32" T1 -11 1 ENDWALLS AND ' GALVANIZED BOX ALL EDGES OF BE EDGE NAILED CONSTRUCTION NAILS TO BE CC 14. a) WI SH SE b) WI• HA FOR REQUIREMENTS. POST SPACING 10' 12' 14' TO 18' 18" POST SPACING EAVE HEIGHT FOR SPANS EXCEEDING: TO 10' 12' 13' 14' 15' 16' 10' 18" DIA. 18" DIA. 18" DIA. 18" DIA. 18" DIA. 18" DIA. 34' USE 24" DIA. 12' IA. 18" DIA. 18" DIA. 18" DIA. 18" DIA. 18" DIA. 28' USE 24' DIA. 14' 18" DIA. 8" DIA. 18" DIA 18" DIA. 18" DIA 18" DIA. 24' USE 24" DIA BLDG. BLDG. WIDTH LENGTH (SPAN) NO TI IE STRAP PER DETAIL 11/2 LDG. LENGTH 0TY NAILS ' . 37' TO 60' 5 24' 44' MAX. DETAIL 50/2 2 2 49' TO 84' 7 fY 32' 56' MAX. 57' TO 96' 9 36' 60' MAX. 61' TO 108' 11 40' 64' MAX. 65' TO 120' 14 SP 10' 20' 14' 2X10 W/ 2X4 LEDGER (2X10 DF NO.2 AT 14' BA 2X12 2X6 LEDGE X12 HF NO.1 AT 14' (2) 2X12 W/ 2X6 LEDGER DETAIL 5A /2 DETAIL 5A/2 DETAIL 50/2 BAY SIZE TRUSS SPAN 20' 24' 30' 36' 40' 10' 2 2 2 2 3 12' 2 2 3 3 14' 2 3 3 4 15' 6X6 6X6 6X6 6X8 6X8 16' 6X6 6X6 6X6 6X8 6X8 HAN 11', USE 4X6, ' SPANS, USE 6X6 & 40 ILE SCAB C 511 J J1 i g PROJECT 98- 707 -103 DRAMNG NAME: 9e-707-103.0M SHEET NO. 3 HEIGHT 14' 6X6 6X6 6X6 6X6 6X6 14' (2)2X12 (2)2X12 OFL NO.2 2 W/ D )2X12 OFL NO.1 . NO.1 BEAM SCAB EOULE 1107.M111 ��a7 6X6 6X6 6X6 6X6 :41Z10.1011 6X6 6X6 6X6 �i 6X6 6X6 6X6 OSTS TO BE BRACED PER 7/2 OR USE 6x6 POST. EOULE (WITHOUT CONCR 'IA. MIA. LESS -• -• -� BEAM at SCAB (STTAGGERED) .C, SLAB) HOLE DEPTHS 4' -O" U.N.O. • - HOLE DEPTHS 4 -6" •• - HOLE DEPTHS 5' -0" HOLE DIAMETERS SHOWN ARE A MINIMUM SEE SHEETS 5, 6, 7 AND SWB .iFOR OTHER FOOTING REQUIREMENTS. TRUSS BLOCK BOLT SCHEDULE 3 4 0 BOLTS W WASHERS F RAK EAM SCHEDULE SEE OCT LEAN -TO INFORMATION LEAN-TO TO BE F MAN OF ADJ: NT ONLY LEAN -TO BLDG PO ARE TO BE • HF #2 S4S F9R AALL POST HTS. LEAN- BLDG FT. ARE TO BE 18 0 x 4' SIDEWALL POSTS OF THE . - RUCTURE SUPPORTING A LEAN -TO STRUCTURE SH ER SCHEDULE A, SHT 3 OF 7. 4X6 POSTS SH EAC VE (1) 2X6 P.T. SCAB. 3/4 FULL HT & • 2' BELO ' OUND LEVEL, W/ (2) ROWS OF 16d 0 O.C. FTNGS I BE 2'0 WITH DEPTH PER S ' ULE H OR J, SH OF 7. ENDWALL POSTS THE MAIN STRUCTURE SU ING A LEAN -TO ST TURE SHALL BE PER SCHEDULE SHEET 3 OF (6X6 POST MIN.). FTNGS SHALL BE EMBEDDED R SCHEDULES H OR J, SHEET 3 OF 7. SEE SHTS 5, 6, 7 & SWB FOR CLADDING REQ.'S, IF ANY. SAVE GIRT TIE STRAP NOTES; 1. NAIL QTY'S SHOWN ARE EACH SIDE OF SPLICE. 2. SEE SHEETS 5, 6, 7 AND POSSIB . R PLICE ANEMINI V 4" DIA 24" DIA. 24" DIA. 24" DIA. 24' DIA. 24" DIA. 24" DIA. 24" DIA. FOR SPANS EXCEEDING: 34' USE 24" DIA. 28' USE 24" DIA. 24' USE 24" DIA. VE HEIGHT EXPIRES 12/19/ NOTES: '.°641 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE 1997 EDITION OF THE UNIFORM BUILDING CODE AND AS AMENDED BY LOCAL JURISDICTION. 2. TRUSS DESIGN, FABRICATION AND INSTALLATION SHALL CONFORM TO THE 1997 EDITION OF THE UNIFORM BUILDING CODE AND AS SHOWN ON THESE PLANS. ENGINEERING DESIGN ANO SHOP DRAWINGS SHALL BEAR THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. TRUSS BRACING SHALL BE IN ACCORDANCE WITH THESE PLANS AND WITH THE TRUSS DESIGN DRAWING. 3. THE DESIGN SHOWN ON THESE PLANS ARE FOR MISC. STRUCTURES AS DEFINED BY U.B.C. SECTION 1624 AND FOR ENCLOSEQ STRUCTURES ONLY. DESIGN LOADS: SNOW LOAD: 25 PSF WIND LOAD: 80 MPH, EXPOSURE B (25% REDUCTION IN WIND STAGNATION PRESSURE ALLOWED.) SOIL BEARING: 2000 PSF LATERAL: 200 PSF / FT OF DEPTH SEISMIC ZONE: 3 4. ROOF It WALL METAL PANELS SHALL BE 29 CA BHP NOR CLAD, OR EQUAL, HAVING 80 1(51 MIN. YIELD STRENGTH. ROOF PANELS SHALL BE FASTENED WITH #14 x 1 -1/2" SELF TAPPING SCREWS AT 9" O.C. ALONG EACH PURLIN AND EACH RAKE BEAM AND #12 STITCH SCREWS AT 24" O.C. ALONG EACH LAP. WALL PANELS SHALL BE FASTENED WITH #9 x 1 -1/2" SELF TAPPING SCREWS AT 9" O.C. ALONG EACH GIRT. 5. LUMBER SHALL CONFORM TO THE FOLLOWING U.N.O. ON THESE PLANS: 2X4 THRU 2X12: HF NO. 2 STRUCTURAL POSTS: 4x6 HF NO. 2 S4S 6x6 It LARGER HF NO.1 ROUGH SAWN BLOCKING: HF STANDARD AND BETTER 6. EMBEDDED STRUCTURAL POSTS SHALL BE PRESERVATIVE TREATED FOR 0.60 pcf RETENTION IN CONFORMANCE WITH AWPA C15 OR C16. ALL OTHER LUMBER IN CONTACT WITH SOIL OR CONCRETE, OR EXPOSED TO WEATHER SHALL BE PRESERVATIVE TREATED FOR 0.40 pcf RETENTION IN CONFORMANCE WITH AWPA C2. NAILS, BOLTS, AND METAL HARDWARE USED WITH PRESERVATIVE TREATED LUMBER OR BELOW GRADE SHALL BE GALVANIZED. 7. BOLTS SHALL CONFORM TO ASTM A307 AND HAVE CUT WASHERS UNDER EACH HEAD AND NUT U.N.O. 8. CONCRETE FLOOR SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 2000 psi. SPECIAL INSPECTION IS NOT REQUIRED. 9. BACKFILL FOR EMBEDDED POSTS SHALL BE GRAVEL, SAND, SANDY GRAVEL OR PIT RUN W/ 4" MAXIMUM SCREEN SIZE AND DRY ENOUGH TO BE COMPACTIBLE. COMPACTION SHALL BE BY MANUALLY TAMPING WITH A 20 POUND MINIMUM STEEL TAMPING BAR IN LIFTS NOT TO EXCEED 8 ". IMPORTANT: BACKFILL SHALL BE WELL - COMPACTED FOR PROPER PERFORMANCE OF THE BUILDING. DESIGN BASED ON AN ALLOWABLE LATERAL BEARING PRESSURE OF 400 PSF FT AT FACE OF POSTS. ON -SITE SOIL MAY BE USED PROVIDED IT MEETS THE REQUIREMENTS AS PREVIOUSLY LISTED. 10. STEEL STRAP SHALL BE SIMPSON CS16 OR EQUAL. 11. 19/32" T1 -11 OR LP SIDING MAY BE USED IN PLACE OF METAL PANELS ALONG ENOWALLS AND SIDEWALLS. SIDING SHALL BE NAILED WITH 8d COMMON OR GALVANIZED BOX NAILS AT 4" O.C. ALONG PANEL EDGES AND 12" O.C. IN FIELD. ALL EDGES OF SIDING TO BE BLOCKED. FOR SHIPLAPPED EDGES BOTH PANELS SHALL BE EDGE NAILED WITH 6d AT 4" O.C. IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 12. CONSTRUCTION OPTIONS WHERE SHOWN, ARE AT THE BUILDER'S DISCRETION. 13. NAILS TO BE COMMON WIRE, UNLESS NOTED OTHERWISE. O • 14. a) WHEN DOOR /WINDOW ASSEMBLIES OCCUR IN ENDWALLS AND AS LIMITED BY SHEETS 5, 6 dt 7 OF 7, EACH SIDEWALL TO HAVE THE MINIMUM CLADDING SEGMENTS LENGTHS OF: 11' FOR UP TO 28' MAX SPAN 17' FOR 28' < SPAN 5 40' b) WHEN DOOR /WINDOW ASSEMBLIES OCCUR IN SIDEWALLS, EACH ENDWALL TO HAVE THE MINIIMUM CLADDING SEGMENTS LENGTH SHOWN ON SHEET SWB. "* FOR D tb� 0 ''"-•. REQUIREMENTS. r Crr -0 ITOOTING SCHEDULE (W/ CONCRETE INTER • - OST FOOTING S GRID SYST RECEIVED ALL FOOTIN'- 18" • • ER, 4' -0" 4' OF TUKWILA SLAB) • 1. HOLE DEPTHS 4' -0" U.N.O. HOLE DIAMETERS SHOWN ARE A MINIMUM 2. SEE SHEETS 5, 6, 7 AND SWB FOR OTHER FOOTING REQUIREMENTS. S"` 4Stalti'W '6d+ . t,w '� ;?fX93?.;G9� „!P 7rtY#.t6± }Tltp"+i79.' S. . 3k aXbi 1,$1lerAt'': G' : a : . DEC - 4 2000 PERMIT CENTER Z I ,- 1 ._W , z 0 0 ' tO W I J W0 u. co I 0 W I I- 0 W H ui U � C3 W U_ ' ~ I- LL 0 W U = 0 z 20' 8.4' 8.6' •. 1 9.2' 9.6' 10.0' 10.2' 10.6' 10.8' 11.2' 11.6' • 10.0' 10.2' ' 11.2' 10.6' 11.8' 12.2' 12.6' 13.0' 13.4' 13.8 24' '12.5 "13.0' 12. 12.8' 13.0' 13.4' 13.8' 14.4' 14.8' 15.2' 15.6' 16.2' 28' . ' 13.9 "14.8 "15.4 "15.8 ''16.3 "16.7 ''17.3' 17.6' 32' • 13.4" 13.8' 14.2" 14.8' 15.4" 15.8" 16.4" 16.8" 17.4'' 17.8''18.4' 1 • 36' • 15.0' • 15.6' ' 16.2" 16.8' '17.2' '17.8' '18.4' • 19.0' ' 19.6' • 20.2' ' 20.8' 40' • 16.6' • 17.2 ' 18.0' • 18.6' ' 19.2' ' 19.8' • 20.4' ' 21.2' ' 21.8' '22.4' '23.0 42' • 8.8' • 18.2' 19.2" 19.6' '20.2' 20.8" 21.6' 22.2' 22.9' 23.5' 24.2' 48' • 10' '10.4 "21.6 "22.2 ''23.0 ''23.8 '•24.6 23.7' "25.4 '•26.0 ''26.8 ''27.6' 26.4' 27.0' 48' 11.2' '11.7' '24.2' '25.0' '25.8' ' 26.6'' 27.4' 28.2' ' 29.0' ' 30.0' 31.8' 52' 12.1' '12.6' • 13.0' '26.8' 27.8' 28.6'' 29.6'' 30.4'' 31.4' ' 32.2' 60 12.5 13.0' '13.4' '13.9' '14.4' '14.9' • 30.8" 31.6' ' 32.6' ' 33.6' • 34.6' 68' - - ' 15.2' ' 15.8' ' 16.3' 16.9' 17.4' 17.9' 18.5' 19.0' ' 39.2' 72' - - '16.1' '16.7' 17.3' 17.8' 18.4' 19.0' 19.6' 20.1' 20.7' 76' - - - 17.6' 18.2' 18.8' 19.4' 20.0' 20.7' 21.3' 21.9' 80' - - - - 19.2' 19.8' 20.5' 21.1' 21.7' 22.4' 23.0' 84' - - - - 20.2' 20.8' 21.5' 22.2' 22.8' 23.5' 24.2' 88' - - - - - 21.8' 22.5' 23.2' 23.9' 24.6' 25.3' 92' - - - - - - 23.5' 24.3' 25.0' 25.7' 26.5' 96' - - - - - - 24.6' 25.3' 26.1' 26.8' 27.6' 100' - - - - - - - 26.4' 27.2' 28.0' 28.8' 104' - - - - - - - - 28.3' 29.1' 29.9' 108' - - - - - - - - 29.3' 30.2' 31.1' 112' - - - - - - - - - 31.3' 32.2' 116' - - - - - - - - - - 33.4' 120' - - - - - - - - - - 34.5' ry M er ' 22' 24' 26' 28' 30' 32' 34' 36' 38' 4 " 20' 10.0 10.4' 10.6' 11.0' 11.4' 11.6' 12.0' 12.2' 12.6' 13.0' .2' 24' 12.0 4' 12.8' 13.2' 13.6' 14.0' 14.4' 14.8' 15.2' 1 15.8' 28' 14.0' 14. ' 15.0' 15.4' 15.8' 16.2' 16.8' 17.2' 17.6' ..0' 18,6' 30' 15.0' 15.6' • .0' 16.5' 17.0' 17.4' 18.0' 18.4' 1 • 19.3' 19.9' 32' 16.0' 16.6' 1 .•' 17.6' 18.2' 18.6' 19.2' 19.6' 1 .2' 20.6' 21.2' 36' 9.0' 9.3' 19.2 19.8' 20.4' 21.0' 21.6' 22 ' 22.6' 23.2' 23.8' 40' 10.0' 10.4' 10.7' 0' 22.6' 23.2' 24.0' .6' 25.2' 25.8' ,26,4' 27.7' 42' 10.6' 10.9' 11.3' 11..' 23.7' 24.4' 25. • 25.8' 26.4' 27.0' 48' 12.1' 12.4' 12.8' 13.2' .6' 14.0' .•' 29.4' 30.2' 31.0' 31.8' 52' 13.1' 13.5' 13.9' 14.3' 1 . ' 15.1' 5.5 32.0' 32.8' 33.8' 34.4' 56' 14.1' 14.5' 15.0' 15.4' 15.8 16 16.7' 17.2' 17.6' 36.2' 37.0' 60' 15.1' 15.5' 16.0' 16.5' 17.0' ' 17.9' 18.4' 18.9' 19.4' 39.6' 68' - - 18.2' 18.7' 19. • 19. 20.3' 20.9' 21.4' 21.9' 22.5' 72' - - 19.2' 19.8' 2' ' 20.9' 1.5' 22.1' 22.7' 23.2' 23.8' 76' - - -- 20.9' 1.5' 22.1' 2 ' 23.3' 23.9' 24.5' 25.1' 80' - - - - 22.6' 23.3' 23.9 24.5' 25.2' 25.8' 26.4' 84' - - - 23.8' 24.4' 25.1' '.8' 26.4' 27.1' 27.8' 88' - - - - - 25.6' 26.3' 2 . ' 27.7' 28.4' 29.1' 92' - - - - - 27.5' 28.2 9.0' 29.7' 30.4' 96' - - - - - - 28.7' 29.4' 2' 31.0' 31.7' 100' - - - - - - - 30.7' 31. 32.3' 33.1' 104' - - - - - - - 32.7' .6' 34.4' 108' - - - - - - - - 34.0 34.. 35.7' 112' - - - - - - - - 36.1' • .0' 116' - - - - - - - - - - 38.3' 12 • - - - - - - - - - - 39.7' ry M er 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 7�02 ��i�7IEW r01r07rtZgrolrolr07ro1MM rolrolrol [ 7 I IIDA Negrarolr07rol 28' m01r01rolr01r07r01r01r07r07 WAIN' rO%rO1 r01L0 1 1101 I MEM HOIRSIBIT rolr r KO] 30' 32' 36' 40' r0lrolrolreKV111MOIKAreaI Elliffar (o7IE7IUNI 107ro7rolrolreO rolrolrol[7rAlro, ro7rolrolro7 - - rolrallrolro7rOIIrolco77rolro7 roarkolrolroIC►�olrolr ralromfalraLcluggrommas a [07r07r01r01[e'Ir07 r01r01r07r 1ro1r r07r07Molrol VAE1UIN1 CVrolrOlI E07r01WII taws rol Irall 01111rair0 re01 I .01ro7 EOM roil rA 0 30' 32' 36' 40' rD7r rOlr07 r0>1J16IMIE1I 72' 0 LAr01 42' 48' 52' rolrol 80' o 107rolroJL7[olrolrol 84' - rI - - rol[7roll7 o 56' E MAIM UJ 0 ICOIN1.111rIW c0l<<7►01uil[07g0701 - r4 IE Irolrol - [07[07 - o 0 60' 6 8 ' - - 4 IMrolrALMINIE - r O l rol'LolCs wAro7ro7\.�1rearolrearo` raro7rolf.!t - r o A,1011rolrol - Cs WE7lolrolrol It L. rnr Irol 1t J 1 0 e e o O 72' - - 76' - - 80' - - - 84' - - - WI 88' - - 92' - - VA - - - EA gallralWillital - WWW32110311 © 0` O O o ® 96' - Od - - - - 100' - - - - - - 104' r - - - - - - 0 1 0- 108' - - - - - - - 0 © 0 112' - -- - - - - - - 0 0 116' - - - - - - - - - - 0 1 - - - - - - - - - - 0 rH 20' ' ma 24' 26' 28' 30' 32' r0IC01Lo7t 34' 36' ^ ll_ ' ��Wo] J7��i�77�� Exam TIM I J 20' IVlik 7�02 ��i�7IEW r01r07rtZgrolrolr07ro1MM rolrolrol [ 7 I IIDA MtblEaltalt��t��riIII r 0 7 101 ►ro7rol[7r I O . 7 1 1101 I MEM 1101I[0111 28' 30' 32' 36' 40' r0lrolrolreKV111MOIKAreaI Elliffar (o7IE7IUNI 107ro7rolrolreO rolrolrol[7rAlro, ro7rolrolro7 - - rolrallrolro7rOIIrolco77rolro7 roarkolrolroIC►�olrolr ralromfalraLcluggrommas a lnlik7ti [5] I I .[o7ro1►7[o7rolroll - �o1��lEaIOACa7tea r0lro7rol11E&colco7 CVrolrOlI rol Irall 01111rair0 re01 I 01 1 I I EI r gi II ra IWO EN 0 42' 48' 52' 56' 60' 68' 72' - - 76' - - 80' - - 84' - rI - - rol[7roll7 \7 0 0 88' - r4 - - - [07[07 - rAtmomomrii MILAIIIrtalto,,IMI - - - O 0000 " rozw _ 0000©© O OC GG O :©7 _vim n 0 92' ma - - - 96' 10•'a 1 j YA - - - - - - - - - - - - - - - - 112' - - - - - - - - - 0 116' - - - - - - - - - - 0 120' - - - - - - - - - - 0 Eeve bt (H) = 12' max, MINIMUM LENGTH OF ENDWALL CLADDING Note: Segments be min. D/3.5 (min. of 2 -6 long -8 ) •� (See Note to 6) " = Door Hei ■SPAN LENG ' FOR H . 10' MAX. (2) 3' SEGMENTS 111/ 2) STRAPS EA. SEGMENT (SIM. TO Q_) MAY BE USED FOR AN AX 11 E L DOOR IITS B((2 2.(1/4 EGMENTS WI771 2 STRAPS EA.. ABOVE. AS )+ SEGMEN'% IM. TO op MAY BE USED ALTERNATIVE • 0 L ONE ENDWALL. LENG BRACED ENDWALL Roof Slope 4:12 z o - •e o tr 0 V oa w Fa me, oa7C ow I. o V) 7CB1 a 4450 D a orw a m z a ors Ws. DOW CO Oh LE Live Height (Hl = l8' max, Roof Slope 4:12 MINIMUM LENGTH OF ENDWALL CLADDING mss S g (3ee N to be min. D/3 D = Door Height LENG Yctra uti,#�ksu ' ' A#a - Niu 9ifi '. 4 44w%rF:diUeclafS.);■ " tirvi4t BRACED ENDWALL SPAN rN . 22' 24' 26' 28' 30' 32' 3 34' 38' 38' 20' 10.0 10.4' 10.6' 11.0' 11.4' 11.6' 12.0' 12.2' 12.6' 13.0' .2 24' 12.0 4' 12.8' 13.2' 13.6' 14.0' 14.4' 1 !' 1 15.8 28' 14.0' •' 15.0' 15.4' 15.8' 16.2' 16.8' 1' i' .0' 18.6' 30' 15.0' 15.6' 72' 16.5' 17.0' 17.4' 18.0' 11 80' 19.3' 19.9' - 32' 16.0' 16.6' • 17.6' 18.2' 18.6' 19.2' 1! 2' 20.6' 21.2' 36' 9.0' 9.3' - 19.8' 20.4' 21.0' 21.6' 22 22.6' 23.2' 23.8' 40' 10.0' 10.4' 10.7' 0' 22.6' 23.2' 24.0' .6' 25.2' 25.8' ,-26,4' 27.7' 42' 10.6' 10.9' 11.3' 11.: ` 23.7' 24.4' 0 • 25.8' 26.4' 27.0' 48' 12.1' 12.4' 12.8' 13.2' - 14.0' © 29.4' 30.2' 31.0' 31.8' - 52' 13.1' 13.5' 13.9' 14.3' 1 15.1' r 5.5' 32.0' 32.8' 33.8' 34.4' 56' 14.1' 14.5' 15.0' 15.4' 15.8 16 16.7' 17.2' 17.6' 36.2' 37.0' 60' 15.1' 15.5' 16.0' 16.5' 17.0' - 17.9' 18.4' 18.9' 19.4' 39.6' 68' - - 18.2' 18.7' 19. ' 19.. 20.3' 20.9' 21.4' 21.9' 22.5' - 72' - - 19.2' 19.8' 2 20.9' ' 1.5' 22.1' 22.7' 23.2' 23.8' 76' - - -- 20.9' 22.1' 2 ' 23.3' 23.9' 24.5' 25.1' 80' - - - - 23.3' 23.9 24.5' 25.2' 25.8' 26.4' 84' - - - = 24.4' 25.1' '.8' 26.4' 27.1' 27.8' 88' - - 25.6' 26.3' ' 27.7' 28.4' 29.1' 92' - 96' - V - - 27.5' 9.0' 29.7' 30.4' - - - 28.7' 29.4' 31.0' 31.7' 100' - - - - - 30.7' 31. 32.3' 33.1' 104' - - - - - - 32.7' .6' 34.4' 108' Fr - - - - - - 34.0 35.7' 112' - - - - - - - -,0' 116' - - - - - - - 38.3' 12' - - - - - - - - 39.7' SPAM rri 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' I o 01 III D o l[ ©N to l IrOl to l ICBM (oEta MIIIH LtAaaMMEMET�MIaIMIEN rmm0'arardir07usiar_oloa BIALAI [07 rOl INIUMMEUKOMECII I OA rar0llni0N��111Ar��r�aro�Lon �Ka - nat7tolt lraLArO11tO7110/11r CM - EAMIIMIKOMMUSIIM��L Eta 0 [�7Iralni.�a�to7IMEMto coumrAHL��romcoilem - I0Mt07� L IrtaIE nL IMMIII 111FAMICAVIIIIVAIMI IreallrAIOMEAKOM AKAKaIEl[o7Co7 A P MMEa�NM Lat MI of I ra 0 ' 1 28' 30' 32' 36' 40' 42' 48' 52' 56' 60' 68' 72' - - 76' - - 80' - - - 84' - - - rannnnn 0 88' - - a - - tion - nnn 1W I 0 �_.1 96 ' - 0a - - - f l (1011 0 Si 100' - - - - - - © cr 104' - wi - - - - - - 0 `'l 0 108' 112' WE - - - - - - o r 0 © - .. - - - - - - © 116' - - - - - - - - - 1 • - - - - - - - - - - 4m LEND Eave Height (Hl = 16' max, Roof Slope MINIMUM LENGTH OF ENDWALL CLADDING Note: Segments be min. D/3 D = Door it " (See Note to 6) BRACED ENDWALL cd o 1z • 3 za w ZWZ 0 Lk ax =CI VIZ oa= OWEOtn rn Z as a offal °' z 54 O 1: '0w 0 CC RI - u. NOTES; 1. THIS DRAWING IS INTENDED F.. USE WHEN THERE ARE DOOR /WINDOW ASSEMBLIES IN THE BUILDING - " - - "'- ARE USED IN CONJUNCTION W/ SHTS BASIC PLANS WIND: OOMPH, EXP B. 2. FOR A GIVEN BUILDING EAVE HEIGHT THERE ARE TWO TABLES OF WALL CONSTRUCTION TO CHOOSE FROM. IF THERE IS INSUFFICIENT LENGTH OF ENDWALL CLADDING TO MEET THE REQUIREMENTS OF THE UPPER TABLE THEN THE APPROPRIATE BRACED WALL TYPE LISTED IN THE LOWER TABLE MAY BE USED FOR EACH ENDWALL. THE BRACED WALL TYPES ARE SHOWN BELOW. 3. IN BRACED WALLS THE BRACED SEGMENTS MAY BE LOCATED ANYWHERE ALONG THE WALL. BRACED PANELS ARE TO CONSIST OF SIMPSON CS18 STEEL STRAPS OF THE QUANTITY INDICATED. BRACED WALLS TO BE CLADDED. 4. THE BRACED ENDWALL TABLES ARE FOR EACH ENDWALL. USE 4X8 P.T. FULL HT POSTS EMBEDDED INTO 2' 0 X 4' DEEP FTNGS • EACH END OF EACH BRACED WALL SEGMENT PER DETAIL 20`2 UNLESS LARGER SIZE POSTS & FTNGS ARE RE UIRED PER SCHEDULE ON SHEET 3 OF 7. W/ DOOR/WINDOW FOR LL NON-TRUSSED FOR BLDG U W SE1)�A CONT. GIRT (FULL SPAN LENGTH) • TOP OF ENDWALLS OR 2) USE SIMPSON CS18 -(1(1) NAILS EA. END, SIM. TO DTL 11/2. 6. FOR ENDWALIS THAT DO NOT MEET THE REQUIREMENTS OF SHEET 5, USE SHEET 7 OF 7. 7. WHERE MORE THAN 1/3 OF FTNGS REQUIRE TO BE PAD FTNGS DUE TO FIELD CONDITIONS, USE SHT 8 OF 7. 8. x) FOR EACH ENDWALL(S) SUPPORTING HE STRUC. BRACED WALL TYPE: SEE more EMBEDDED POST SIDE TEP NOTE 4, (1) STRAP CS 5' EMBEDDED POST EACH 5' MIN.-16' SAYE HT SIDE • NOTE 4. II MIN.-12' HT MIN.-16' HT 5 MIN. -12' HT 5' MIN. -10' HT (2) STRAPS1 (2) STRAPS (1) STRAP 10' MIN.-12' HT 10' MIN.-16' HT DE (I) STRAP 5' MIN.-12' HT 8' MIN. -15' HT 10' MIN 2' UT 1e' MIN.-16' HT (1) STEEL STRAP USES NOTE 5 10' MIN.-12' HT 10' MIN.-12' HT 1/2" CDX PLYWOQD MAY BE SUBSTITUTED FOR BRACED 8 WALL TYPES A - C USING SAME WIDTHS. ALL PLYWOOD . EDGES MUST E LOCKED. MIN. 3" NOM. USE 8d NAILS: " ED • 3" O.C.b INTERMEDIATE FRAMING • 12" O.C. • 10' MIN.-12' MT 15' MIN. -16' MT 5' MIN.-12' MT 5 ' MIN.-16' HT (2) STRAPS RECEIVED CITY OF TUKWILA 10' MIN. -12' HT 1s' 11114.-18' HT 10'MIN.-12' HT 15' MIN.-16' HT DEC - 4 2000 2 _(1) STRAP PERMIT CENTER A _____(2) STRAPS (I) STRAP (2) STRAPS • m ea PRO.CT 95- 707 -103 U, a. N • N a 4 IX X z z CRANING NAME: 95- 707 - 103.090 SHIT NO. 5Or 7 rN 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 40' r 20' 13 4 4 4 5 5 5 5 5 6 6 24' 4 4 4 5 5 5 5 6 6 6 6 28' 5 ! 18 5 5 6 6 6 6 7 7 7 30' 5 5 6 6 6 6 6 7 7 7 8 7 32' 5 5 6 6 6 6 7 7 7 8 8 36' 6 6 6 48' 7 7 7 8 8 9 9 40' 7 7 7 8 26 8 8 9 9 10 10 42' 4 8 8 9 9 9 9 10 10 11 11 48' 4 5 9 9 9 - 12 13 14 10 11 11 11 11 2 52' 4 5 5 10 10 11 11 12 12 12 12 56' 5 5 6 6 l 11 it - 12 12 13 13 60' 5 6 6 6 6 6 1 12 5 13 14 14 68' - - 6 7 7 7 7 8 8 8 1 16 72' - - 7 7 7 8 8 8 • 6 9 9 - 76' - - - 8 8 8 8 8 9 9 9 80' - - - - 8 8 8 9 9 - 10 84' - - - - 8 9 9 9 9 10 0 88' - - - - - 9 9 10 10 10 1 92' - - - - - - 10 10 10 11 11 - 96' - - - - - - 10 10 11 11 11 100' - - - - - - - 11 11 12 12 104' - - - - - - - - 12 12 12 108' - - - - - - - - 12 13 13 112' - - - - - - - - - 13 13 116' - - - - - - - - - - 14 120' - - - - - - - - - - 14 rN 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 40' r 20' 5 7 8 9 9 10 10 12 13 14 14 24' 8 9 9 10 11 12 12 13 14 15 15 28' 9 10 10 11 12 13 13 15 16 17 17 30' 10 11 11 12 13 14 14 16 17 18 18 32' 10 11 12 13 14 15 15 17 18 19 19 36' 6 6 13 14 15 16 16 18 20 21 21 32' 40' 7 7 8 16 17 18 18 20 22 23 .23, 42' 7 8 8 9 18 19 20 22 24 25 25 , DESIGN 48' 8 8 9 10 10 21 24 26 27 '27 6 52' 9 9 10 10 11 12 26 28 29 29 42' 56' 9 10 10 11 12 13 14 15 31 31 3 60' 10 11 11 12 12 13 15 16 17 17 68' - - 12 13 14 15 16 18 18 19 2 72' - - 13 14 15 16 17 19 19 20 4 76' - - - 15 15 17 18 20 20 21 4 80' - - �,..��, 1• t 17 19 21 21 22 2 84' - - , e rn �4 1'� /Val 5 5 5 68' - - 88' - Ai iY_ iti '•,:- ►7• . 1 DiMini. 03i, 3 3 3 0 3 I 6 92' - "L-- `4ifi17'FA 1 3 BELL 3 3 3 3 96' - 6 iial 'il :N:J1111:11tia 11� •'�■ �/ • 6 76' - - • 7 3 - 104' - :i 4 - 4 80' - - - 08' - atY�, ." 7 T. : y�eQ ..V - 4 4 4 84' - 11 'd;1 - A .17th .Z]MiMI 3 - - 4 4 4 116' 'ftilllie.: : i7.aglIM611311 - - - - 4 4 120' - .' ttiri1111IMIN►...r �- _ 4914 •/721 - - - - - - rn \ 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 40' Iii#P 20' 24' 28' 30' 30' 32' 32' SEE 6X6 ABOVE DESIGN 36' 36' SEE 6X6 DESIGN 3 3 5 5 6 40' 6 6 6 ABOVE 3 3 3 3 6 6 42' - 7 7 '7 48' 3 3 3 4 4 48' - - 8 8 8 52' 3 4 4 4 4 52' 2 2 2 3 3 4 4 4 4 4 4 56' 2 2 2 2 4 60' 4 4 4 5 5 60' 2 2 2 2 2 2 1 4 5 5 5 5 68' - - 2 3 6 3 3 3 3 3 I 6 72' - - 3 • 6 3 3 3 3 3 4 4 • 6 76' - - • 7 3 3 3 3 4 4 4 4 80' - - - - 3 3 3 4 4 4 4 84' - "8 - - 3 4 4 4 4 4 4 88' .. - - - - 4 4 4 4 4 4 92' - - - - - - 4 4 4 5 5 - - - - - - - 4 5 5 5 5 100' - - - - - - - 5 5 5 5 104' - - - - - - - - 5 5 5 108' - - - - - - - - 5 6 6 112' - - - - - - - - - 6 6 116' - - - - - - - - - - 6 120' - - - - - - - - - - 6 LENC LENG Eave H. ,►t (H) = 12' max, Roof Slope 4:12 MINIMUM # OF 8X8 POSTS °' Note; Use axe corner posts, except per notes 8 -8, and include them as oo part of the min. • required, as listed below. See notes 6 - 10. rimi ej 0 P »x 0 ot <�am MINIMUM # OF 8X8 POSTS Note: Use 6x8 corner posts. Do not include them minimum # required, as listed below, m 0 OM a. b3 as part of the oo tn vag 0 �e mw z See note 9. ra LENG Note: Use 6x6 corner posts, except per notes 6 -8, and include them as part of the min. / required, as listed below. See notes 9 & 10. NG Save ma x. Roof Slope 4:12 MINIMUM # OF 8X8 POSTS in, .,+V,rvsAss Aoko;14% *. .d rkr cv!"�i a WAA?AitV.!K, i4'tl4.t&:: 44114, kurh 7.:." IMUM # 8X8 POSTS Note: Use 8x8 come oats. Do not include them as part of the minimum # req d, as listed below. See note 9. 20' 22' 24' 26' 28' 32' 34' 36' 38' 40' r 20' 24' 28' 30' 32' SEE 6X6 ABOVE DESIGN 36' 40' 2 3 3 5 5 6 6 6 6 6 42' 3 3 3 3 6 6 6 7 7 7 '7 48' 3 3 3 4 4 4 1 8 8 8 8 52' 3 4 4 4 4 4 4 8 8 9 9 56' 4 4 4 4 4 5 5 5 5 10 10 60' 4 4 4 5 5 5 5 5 5 6 11 68' - - 5 5 5 6 6 6 6 6 6 72' - - 5 • 6 • 6 . 6 • 6 • 6 • 6 . 7 • 7 76' - - - • 6 • 6 • 6 • 6 • 7 • 7 • 7 • 7 80' - - - - . 6 • 7 • 7 • 7 • 7 •• 8 •• 8 84' - - - - • 7 • 7 • 7 "8 "8 •• 8 "8 88' - - - - - • 7 .. .. .. .. .. 92' - - - - - - .. .. .. .. .. 96' - - - - - - .. .4, .0 •• .. 100 — — — — — — — .. .. .. .. 104' - - - - - - - - •• 10' •• 10 • •• 10 9 108' - - - - - - - - •• 10 • •• 11 • ' 112' - - - - - - - - - ••11. ..11.. 116' - - - - - - - - - - •• 120' - - - - - - - - - - "12" LENC LENG Eave H. ,►t (H) = 12' max, Roof Slope 4:12 MINIMUM # OF 8X8 POSTS °' Note; Use axe corner posts, except per notes 8 -8, and include them as oo part of the min. • required, as listed below. See notes 6 - 10. rimi ej 0 P »x 0 ot <�am MINIMUM # OF 8X8 POSTS Note: Use 6x8 corner posts. Do not include them minimum # required, as listed below, m 0 OM a. b3 as part of the oo tn vag 0 �e mw z See note 9. ra LENG Note: Use 6x6 corner posts, except per notes 6 -8, and include them as part of the min. / required, as listed below. See notes 9 & 10. NG Save ma x. Roof Slope 4:12 MINIMUM # OF 8X8 POSTS in, .,+V,rvsAss Aoko;14% *. .d rkr cv!"�i a WAA?AitV.!K, i4'tl4.t&:: 44114, kurh 7.:." IMUM # 8X8 POSTS Note: Use 8x8 come oats. Do not include them as part of the minimum # req d, as listed below. See note 9. I) s. - z al 40 r. 0 r000 z . W LENS Eave Height_(Hl = 16' max, Roof Slope 4:1 MINIMUM # OF 8X8 POSTS Note; Use 8x6 corner posts, except per notes 6 -8, and include part of the min. • required, as listed below. See notes 9 NGTH SPAN 20' 24' 28' 30' 32' 36' 40' 42' 48' 52' 56' 60' 68' 72' 76' 80' 84' 88' 92' 96' 100' 104' 108' 112' 116' 120' Note: Use 6x6 come 'oats. Do not include them as part of the minimum # req d, as listed below. See note 9. 20' 22' IMUM # 8X8 POSTS 24' 2 3 3 3 4 4 3 3 3 4 4 4 5 3 4 4 4 5 5 3 3 4 4 5 5 26' SEE 28' DES OVE 5 6 4 4 4 5 5 ' 6 ▪ 6 • 6 ' 6 . 7 them as & 10. 32' 34' 36' 38' 40' IGN 6X6 AB 6 6 4 4 5 5 6 7 4 5 5 6 7 8 8 5 5 6 7 8 8 5 5 6 7 8 9 10 6 ' 7 9 10 11 6 ' 6 ' 6 • 6 ' 7 • 6 • 7 ' 7 ' 7 • 7 • 7 . 7 " • 7 '' •. •' • 7 • 7 "8 " • • • • 7 557 •' •'8 •• •5 '6 '6 .6 •1 •• '' ••9 •• •• •• 9 . - •• ••9• ••10• ••10• - - •• •• " - - •• 10 • •• 11 • •• 11 • - - •• •• - - - - • •it.. - - "12" w Qom 00U Nleggl wz o (.0.s ' � w moot.) s spinal =a 030.034. NOTES; 1. THIS DRAWING IS INTENDED FOR USE WHEN THERE ARE DOOR/WINDOW ASSEMBLIES IN THE BUILDING �Fy r A RE USED IN CON JUNCTION W SHTS' BASIC PLANS WIND: 80MPH 2. FOR A GIVEN BUILDING EAVE HEIGHT THERE ARE TWO TABLES OF POST DESIGNS TO CHOOSE FROM. 6X6 R.C. HF #1 CORNER POSTS ARE TO BE USED ON THE ENDWALL(S) WITH DOOR /WINDOW ASSEMBLIES. THE TOP TWO TABLES UST THE REQUIRED NUMBER OF 8X8 R.C. HF #1 POSTS, INCLUDING THE CORNER POSTS. THE BOTTOM TWO TABLES LIST THE REQUIRED NUMBER OF 6X8 R.C. HF/1 POSTS NOT INCLUDING THE CORNER POSTS. 8E' PARALLEL TO THE ENDWALL(S)THE 8X8 POSTS ARE 3. SEE PLAN ON SHEET 1 OF 7 AND ENDWALL PO ON SHT 3 OF 7 FOR OTHER ENDWALL PO IREMENTS. 4. FOR NON- TRUSSED ENDWALLS W D ' • INDOW ASSEM.'S & ALL ENDWALLS FOR BLDG LE > 80'. USE 1) A CONT. GIRT (FULL SPAN LENGTH) 'P OF ENDWALLS OR 2) USE SIMPSON CS18 -(16) N A. END, SIM. TO DTL 11/2. 5. USE (1) BRACED 0 TYPE B , PER SHEET 5 OF 7, ANYWHERE A ' EACH SIDE ALL. SEE BRACED WALL REQUIRE S PER NOTES 3 - 5 ON SHEET 5 OF 7. USE : RACES, EACH SIDEWALL, FOR BLDG LENGTHS > 68'. 8 POSTS REQ'D STRUCTURES EQ 4X6 TO EQUIVALENT USE S OF 4X6 PO� 0 REQ�D. WIDEST DIMENSION 0 BE PERPENDICULAR TO WALL. 7. FOR LEN./SPAN 51.5 & H S 10', MAY USE 2x THE / OF 6X6 POM REQ'D FOR EQUIV. # OF 4X6 POSTS REQ'D. USE CLDG PER SHT 5 OF 7 & (1) BRACED WALL TYPE B • OTHER ENDWALL. WIDEST DIMEN. OF 4X6 TO BE PERPEN. 0 WALL. 8. FOR LEN./SPAN 5 1.5 & H 5. 12'. MAY USE 3x THE / OF 6X6 POM REQ'D FOR EQUIV. if OF 4X8 POSTS RE. 'D. USE CLDG PER SHT 5 OF 7 & (1) BRACED WALL TYPE ( OTHER ENDWALL. WIDEST DIMEN. OF 4X8 TO BE PERPEN. 0 WALL. 9. FOR "1/4 I OF POSTS ": ROUND UP TO NEAREST WHOLE 1/. 8X8 EXCEPTION: FOR TOTAL OF POSTS OF 9 AND GRTR do WHEN #.25, ROUNDING DOWN TO NEAREST WHOLE # MAY BE USED. 10. IN PLACE OF 8X6 POSTS. MAY USE 4X9 POSTS W (2) W/ (2) ROWS 3/4 FULL 4 HT 0.C. TO 2 BELOW GROUND, 11. DTL 20/2 NEED NOT APPLY FOR NOTES 5.7 & 8, THIS SHT. Cal z • .00 z C, LATERAL POSTS) LAYOUT CONT. EACH POST TO ROOF LIN (W /OUT CONC. SLAB) 4X6 POST: 1.5' 0 X 4.0' DEEP 8X6 POST: 2' 0 X 5.0' DEEP POST: 2' • X 8.0' DEEP 8 ' POST: USE CONC. SLAB CONN #1 BOTTOM TRUSS CHORD OR CONT. GIRT CITY OF TU KWIIA DEC - 4 2000 PERMIT CENTER EMBEDDED OSTS INTO FTNGS, PER SCHEDULE LISTED BELOW, TYP. • M : Use (4) POSTS " # : USE (5) POSTS 2X BLOCKING TO POST W/ 16d • 3" USE 19 X 1 1/2" SEW- TAPPING SCREWS • 3 (W/ CONC. SLAB) 1.5' • X 4.0' DEEP 1.5' 0 X 0' DEEP 2 • X fY ' �� t {`'�� A� ?\" CONN CONN 11 ONN 1rt� POST TO TRUSS CONN f1 k CONN f2: (5) 164 - • • POST POST TO TRUSS CONN 01 k CONN f2: (8) ied - 6X POST TO TRUSS CONN fl k CONN 02: (10) led - 6X10 W • • # • : USE (6) POSTS '•# • ' USE (7) POSTS 6 200 z H a 8 E+ N .14 z 0 1,2 . m o km o) le C m a a. 3 A I z PROJECT 98- 707 -103 DRAW! NAME: 98 707 - 103.050 SHEET NO. 7 O 7 i- W ry J U . 0 0 CO CI W= J I- N IL W O II co , 0 I- W IL 5 O 111 O ~ z 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 46' r 20' 5 7 8 9 9 10 10 12 13 14 14 24' 8 9 9 10 11 12 12 13 14 15 15 28' ' I 10 10 11 12 13 13 15 16 17 17 30' 10 11 11 12 13 14 14 16 17 18 18 - 32' 10 11 12 13 14 15 15 17 18 19 19 36' 6 6 13 14 15 16 16 18 20 21 21 40' 7 7 8 16 17 18 18 20 22 23 23_ 42' 7 8 8 9 18 19 20 22 24 25 25 48' 8 8 9 10 10 21 24 26 27 - 27 52' 9 9 10 10 11 12 26 28 29 29 56' 9 10 10 11 12 13 14 15 31 - 75117_ , 18 31 19 60' 10 11 11 12 12 13 15 16 68' - - 12 13 14 15 16 18 72' - - 13 14 15 16 17 19 19 20 76' - - - 15 15 17 18 20 20 21 80' 84' 88' 92' 96' 100' 104 `111?-.411 08 ' 111kZQ1 �ma� 120' - - - - - - - - - -..e-nor.- 1 • t' - . A ,-, , ,.= :Jf N. A Tl�i'J� 1 .:; � i` y -`�i l' ` '�/ '4':j - \sc A'� a_ ll'il :IrJlSila 111•- ' 1 ``111?-.411 N( re `111?-.411 lit S JIfl:7_7._ i '11W .' lirti.` t e - a�mei Nt�msa► 17 19 21 21 22 :i DI DIM:I 1l *11 te P •4, - - BELO - - - - - - - - - - ll �Af� f 7f1 i I) s. - z al 40 r. 0 r000 z . W LENS Eave Height_(Hl = 16' max, Roof Slope 4:1 MINIMUM # OF 8X8 POSTS Note; Use 8x6 corner posts, except per notes 6 -8, and include part of the min. • required, as listed below. See notes 9 NGTH SPAN 20' 24' 28' 30' 32' 36' 40' 42' 48' 52' 56' 60' 68' 72' 76' 80' 84' 88' 92' 96' 100' 104' 108' 112' 116' 120' Note: Use 6x6 come 'oats. Do not include them as part of the minimum # req d, as listed below. See note 9. 20' 22' IMUM # 8X8 POSTS 24' 2 3 3 3 4 4 3 3 3 4 4 4 5 3 4 4 4 5 5 3 3 4 4 5 5 26' SEE 28' DES OVE 5 6 4 4 4 5 5 ' 6 ▪ 6 • 6 ' 6 . 7 them as & 10. 32' 34' 36' 38' 40' IGN 6X6 AB 6 6 4 4 5 5 6 7 4 5 5 6 7 8 8 5 5 6 7 8 8 5 5 6 7 8 9 10 6 ' 7 9 10 11 6 ' 6 ' 6 • 6 ' 7 • 6 • 7 ' 7 ' 7 • 7 • 7 . 7 " • 7 '' •. •' • 7 • 7 "8 " • • • • 7 557 •' •'8 •• •5 '6 '6 .6 •1 •• '' ••9 •• •• •• 9 . - •• ••9• ••10• ••10• - - •• •• " - - •• 10 • •• 11 • •• 11 • - - •• •• - - - - • •it.. - - "12" w Qom 00U Nleggl wz o (.0.s ' � w moot.) s spinal =a 030.034. NOTES; 1. THIS DRAWING IS INTENDED FOR USE WHEN THERE ARE DOOR/WINDOW ASSEMBLIES IN THE BUILDING �Fy r A RE USED IN CON JUNCTION W SHTS' BASIC PLANS WIND: 80MPH 2. FOR A GIVEN BUILDING EAVE HEIGHT THERE ARE TWO TABLES OF POST DESIGNS TO CHOOSE FROM. 6X6 R.C. HF #1 CORNER POSTS ARE TO BE USED ON THE ENDWALL(S) WITH DOOR /WINDOW ASSEMBLIES. THE TOP TWO TABLES UST THE REQUIRED NUMBER OF 8X8 R.C. HF #1 POSTS, INCLUDING THE CORNER POSTS. THE BOTTOM TWO TABLES LIST THE REQUIRED NUMBER OF 6X8 R.C. HF/1 POSTS NOT INCLUDING THE CORNER POSTS. 8E' PARALLEL TO THE ENDWALL(S)THE 8X8 POSTS ARE 3. SEE PLAN ON SHEET 1 OF 7 AND ENDWALL PO ON SHT 3 OF 7 FOR OTHER ENDWALL PO IREMENTS. 4. FOR NON- TRUSSED ENDWALLS W D ' • INDOW ASSEM.'S & ALL ENDWALLS FOR BLDG LE > 80'. USE 1) A CONT. GIRT (FULL SPAN LENGTH) 'P OF ENDWALLS OR 2) USE SIMPSON CS18 -(16) N A. END, SIM. TO DTL 11/2. 5. USE (1) BRACED 0 TYPE B , PER SHEET 5 OF 7, ANYWHERE A ' EACH SIDE ALL. SEE BRACED WALL REQUIRE S PER NOTES 3 - 5 ON SHEET 5 OF 7. USE : RACES, EACH SIDEWALL, FOR BLDG LENGTHS > 68'. 8 POSTS REQ'D STRUCTURES EQ 4X6 TO EQUIVALENT USE S OF 4X6 PO� 0 REQ�D. WIDEST DIMENSION 0 BE PERPENDICULAR TO WALL. 7. FOR LEN./SPAN 51.5 & H S 10', MAY USE 2x THE / OF 6X6 POM REQ'D FOR EQUIV. # OF 4X6 POSTS REQ'D. USE CLDG PER SHT 5 OF 7 & (1) BRACED WALL TYPE B • OTHER ENDWALL. WIDEST DIMEN. OF 4X6 TO BE PERPEN. 0 WALL. 8. FOR LEN./SPAN 5 1.5 & H 5. 12'. MAY USE 3x THE / OF 6X6 POM REQ'D FOR EQUIV. if OF 4X8 POSTS RE. 'D. USE CLDG PER SHT 5 OF 7 & (1) BRACED WALL TYPE ( OTHER ENDWALL. WIDEST DIMEN. OF 4X8 TO BE PERPEN. 0 WALL. 9. FOR "1/4 I OF POSTS ": ROUND UP TO NEAREST WHOLE 1/. 8X8 EXCEPTION: FOR TOTAL OF POSTS OF 9 AND GRTR do WHEN #.25, ROUNDING DOWN TO NEAREST WHOLE # MAY BE USED. 10. IN PLACE OF 8X6 POSTS. MAY USE 4X9 POSTS W (2) W/ (2) ROWS 3/4 FULL 4 HT 0.C. TO 2 BELOW GROUND, 11. DTL 20/2 NEED NOT APPLY FOR NOTES 5.7 & 8, THIS SHT. Cal z • .00 z C, LATERAL POSTS) LAYOUT CONT. EACH POST TO ROOF LIN (W /OUT CONC. SLAB) 4X6 POST: 1.5' 0 X 4.0' DEEP 8X6 POST: 2' 0 X 5.0' DEEP POST: 2' • X 8.0' DEEP 8 ' POST: USE CONC. SLAB CONN #1 BOTTOM TRUSS CHORD OR CONT. GIRT CITY OF TU KWIIA DEC - 4 2000 PERMIT CENTER EMBEDDED OSTS INTO FTNGS, PER SCHEDULE LISTED BELOW, TYP. • M : Use (4) POSTS " # : USE (5) POSTS 2X BLOCKING TO POST W/ 16d • 3" USE 19 X 1 1/2" SEW- TAPPING SCREWS • 3 (W/ CONC. SLAB) 1.5' • X 4.0' DEEP 1.5' 0 X 0' DEEP 2 • X fY ' �� t {`'�� A� ?\" CONN CONN 11 ONN 1rt� POST TO TRUSS CONN f1 k CONN f2: (5) 164 - • • POST POST TO TRUSS CONN 01 k CONN f2: (8) ied - 6X POST TO TRUSS CONN fl k CONN 02: (10) led - 6X10 W • • # • : USE (6) POSTS '•# • ' USE (7) POSTS 6 200 z H a 8 E+ N .14 z 0 1,2 . m o km o) le C m a a. 3 A I z PROJECT 98- 707 -103 DRAW! NAME: 98 707 - 103.050 SHEET NO. 7 O 7 i- W ry J U . 0 0 CO CI W= J I- N IL W O II co , 0 I- W IL 5 O 111 O ~ z 96' - - - - - - 26.0' 27.0' .8' 28.8' T 100' - - - CCCCCC O OQ000000 CCC - - • - - - 27.8' 2 . ' 29.6' 30.6' 104' - - - - - - - - 29.4 0.2' 31.2' 108' - - - - - - - - 30.0' - ' 31.8' 112' © - - - - - - - - 31. 32.6' 11 - - - - - - - - - - 33.2' - - -. - - - - - © � 20' 22' 24' 26' 28' 30' 32' 34' .36' 38' 20' tvItOJEr NI o WM LOA I 1.O 11O t0.Jt o rolrolcol[olit U 28' 32' �e`7(o7 32'. �� < a C 22 Ci glk 0 7 IE P I 0 n I 7 mCC� om o`o 021 0CC 222 GOO 36' MI 40' MrV 42' 1[61111[011 48' MEM 52' 11[611[0> 56' MIMI 60' nn 68' - - ® 1 6rsk.000I" I oa 0 f It *I r,EIEA I 000c 0 000C440080 I . ACCCCCCCCC o d 0`^©002221@ - - CCCCCC O OQ000000 CCC . . 00000000 72' - - 76' - - 1 80' - - - 84' - - 88' - Wi!a 96' - WA - �0l[o1K7Co7 , C07 0 - - - 100' - Id 104 - - - - - - - - 0 108 - - - - - - _ © © © 11 - - - - - - - © © • - - - - - - - - - - © 120' - - - - -. - - - - - © LENG rm SPAN 32' 36' 40' 42' 48' 52' 56' 60' 68' 72' 76' 80' 84' 88' 92' 96' 100' 104' 108' 112' 116' 120' FT OF UNE: LENGTH REQUIRED FOR ONE OR---- 10.4' 11.0' 11.8' 12.6' 13.2' i 11.6' 11.8' 12.6' 13.4' 14.0' 13.0' 13.4' 14.0' 14.8' 16.2' 17.0' 14.4' 14.8' 15.8' 15.6' 16.2' 17.0' 17.8' 17.8' 18.6' 18.4' 19.4' - 20.0' 20.8' 30' N. 17.2 N. 17.2 • 18.6 '19.4' 20.2' ,' 21.0 • 21.6' 22.4 1 32' 9.4' 18.8' • 18.8' • 19.4' • 20.2' • 21.0' * 21.8' • 22.6' • 23.2' • 24.0' * 24.8' 34' 10.2' • 20.4' t 20.4' 21.0' • 21.8' • 22.6' • 23.4' • 24.2' • 25.0' • 25.6' • 26.4' 36' 11.0' • 22.0' t 22.0' 22.6' • 23.4' • 24.2' • 25.0' • 25.8' • 26.6' • 27.4' • 28.0' • 28.8' 38' 11.8' 111.8' 23.6' t 23.6' 24.2' • 25.0' • 25.8' • 26.6' • 27.4' • 28.2' • 29.0' • 29.8' • 30.4' 40' 12.7' 12.7' "25.4' • 25.4' 1 25.8 • 26.8' • 27.6' • 28.4' • 29.2' • 30.0' • 30.6' • 31.4' • 32.2' • 33.0' 011LoalLolcol Eo111Eol(o 1L07toltolI'it Co M11007C07[o7ColCo111[31 7co7.n [ 071 6` 7 Co 7 1[ o7 Co l Co l C o 7[ 0 1 1[0 7 rAr0 7 [ 07[ oFAro7ColIo7Ko7Co7[o col [0l['7[07[o71[o7Co7[o C o 7[ 0 7 C o 7 \r0 7 C o 7 Co 7[07[07 ' Lo- l[ 0 71[ 0 7 Co7ColCo7 [ZICo7Co7Co [7[7Co7Co7► 1[o7Co7Co7Co7[K\111 ICo7[07C07C Co7107[olCo7[6105717107107 o 1[0] II rozestolCol me _x[7(07[07[ Co7Co7Co7 vll07:1,off'Co7[ Ka el �A roll o rdi Ire EA ra rim 7 pl a l C o [ o x K 071[0 7 C 0 7 C 07 IMIC 1101[07V [7[7101 Id[o7C01[o7C ea[of[01[o11[07.`7[ofCol WAIN _ _ - l7[tom �7Co] - C07[ol[7[7 ram - - - - - [ol Mot o V LENGTH SPAN 20' 24' Roof Slope 4:12 MINIMUM LENGTH OF SIDEWALL CLADDING 11211; Segments to be min. /3.5 (min. of 2' -(1" long -8' Eave) D = Max. Door Height 28' 30' 32' 36' 40' 42' 48' 52' 56' 60' 68' 72' 76' 80' 84' 88' 92' 96' 100' 104 108' 112' 116' 120' 20' 22' 24' BRACED SIDEWALL 26' 28' 30' 32' 34' 36' 38' © © © © 0 0 w f °sz • *Go Tz �o w z • d • w wv1Q O GDP V) • ALTERNATIVE MAX, OLY B ONE SIDEEWALL /4 1/8 LENGTHS), O HER SIDEWALL ATOYHAVE SPAN LENGTH 20' 24' Eave Heisht (Hl = 1e' max, Roof Slope 4:1? MINIMUM LENGTH OF SIDEWALL CLADDING Note; Segments to be min. D/3 D = Max. Door Height 28' 30' 32' 36' 40' 42' 48' 52' 56' 60' 68' 72' 76' 80' 84' 88' 13. 13.0' 13.2' 14.0' 14.6' 22' 14.6' 14.6' 15.4' 24' 26' 16.2' 17.8' 16.2' 17.6' 18.4' 19.4' 21.2' 28' 30' 32' 34' 36' 38' 40' 11.5' 24.8' 23.0' 21.4' 1 22.4' 22.2' 23.0' - 1 23.8' 23. 0 ' 24.0' 24.6' 12.4' 4.8' 25.4' 26. 13.4' .3' 26 26.8' 14.3' 28.6' 15.3' 15.3' 30.6' 28.6' LEFT OF UNE: LENGTH REQUIRED SIDEWALL S COMBI D BRACED SIDEWALL �f��t' a.au; -:,kK .k:btEtSn'y..akrrR �'kr v1" '. 14f*i: JAW?"i.'e3 ckA1° i;rki 'e 27.2' V 0 •M � vy z 511 z o o z MOdCd I1n ca o G17 o, H b 1. Ti F' 1 2. F C 1 1 1 3. 1 2 8. F 1 EMI ( .....•.,,. .•.,,,...,. SPAN • - - _ . . _.. M 1 22' 26' 28' • 32' 34' 36' 38' 40' 20' A 14.6' 17.8' 19.4' 11.5' 12.4' 13.4' .3' 15.3' 24' 23.0' 24.8' 14.3' 15.3' 28' \ 28.6' 30.6' ii1 IIIl ! IllhII! i 1IIIII i 48' 13.0' ,, , •Iuhiaai 52' 13.2' I, VA ll�lllllll 56' 14.0' 14.6' 68' 14.6' 15..44' ' 17.8' 68' - - 18.4' I■,, 72' 19.2' 20.8' 21.2' 76' - - 19 20.8' 21.6' � 80' - - 21.4' 22.4' 23. 84' - - 22.2' 23.0' 24.0' 88' - - - 23.8' 24.6' 26.8' 92' - - - - - 25.4' 27.2' 28.6' 96' - - - - 26.0' 27.0' 28.8' 100' A 27.8' : 29.6' 30.6' 104' - - - - - - 0.2' 31.2' 108' - - - - - - - 30.0 31.8' 112' pr - - - - - - - - 31. . 32.6' 11• - - - - - - - - - - 33.2' 1 I - - - - - - - - - - 34.0' !AVE LENG SPAN Eave Height (Hl = 18' max, Roof Slope 4:12 MINIMUM LENGTH OF SIDEWALL CLADDING Note; Segments to be min. D/3 D = Max. Door Height LEFT OF UNE: LENGTH REQUIRED FOR ONE ORAL BRACED SIDEWALL 28' ,�o7rol rolrDlrolrolrolrol<7[07 30' Lt7r rolrolLo7ro7n�ArOln 32' roN.�ol rolrolrolr4�ro�L lrOlrOl 36' Co7k.7 oltoliol�ol[• rairm7[07 40' rolrEV�� .�rolrolrolro7LOlr4lrOlrol 42' COI I I D07�'1 I ID07Col I I IPMIg /MIolrolrul 48 ' rol[o7LWI ro2 rolro7Ao7rolrolI 01 I I ro7 52' rolroln K 56' rolrol o roMolKolrolrolrolrol EOM ; 6o' rolrolto7rol► �Colrolro7rolrolro7 68' - - rolrolr•C_•rolrolrolrOlrolrol 72' - - �K o 76' - - r4�linirollitliro�rolrOlrearO7k 80' - - - F arol[oA,No7rolrolrolrol Ile V A +arolrOMI �7colrolrolcol 84' - - - Ea a - rolrOX.Kolrolrolrol 92' - 0 0 - - rOlV7rolrOl01 96' - WANE 0 - - n1M ��OlM 100' - ►d!> - - - - ro7� It .Itol 108' V - as - - - - rr�r El I Is DI 11 '; - - - - - - - © © 120' © NOTES; 1. THIS DRAWING IS INTENDED FOR USE WHEN THERE ARE DOOR WINDOW ASSEMBLIES IN THE BUILDING SIDEWALLS. FTNGS ARE USED IN CONJUNCTION WITH SHEETS 1 -7 OF 7 & SWB, BASIC PLANS WIND: 80MPH, EXP B. 2. FOR A GIVEN BUILDING EAVE HEIGHT THERE ARE TWO TABLES OF WALL CONSTRUCTION TO CHOOSE FROM. IF THERE IS INSUFFICIENT LENGTH OF SIDEWALL CLADDING TO MEET THE REQUIREMENTS OF THE UPPER TABLE THEN THE APPROPRIATE BRACED WALL TYPE LISTED IN THE LOWER TABLE IS TO BE USED. THE BRACED WALL TYPES ARE SHOWN BELOW. 3. IN BRACED WALLS THE BRACED SEGMENT(S) MAY BE LOCATED ANYWHERE ALONG THE WALL. BRACED SEGMENTS ARE TO CONSIST OF SIMPSON CS18 STEEL STRAPS OF THE QUANTITY INDICATED. BRACED WALLS TO BE CLADDED. 4. THE BRACED SIDEWALLS TABLE ARE FOR EACH SIDEWALL. USE 4X8 P.T. FULL HT POSTS EMBEDDED INTO 2' 0 X 4' DEEP FTNGS • EACH END OF EACH BRACED WALL SEGMENT PER DETAIL 20/2, UNLESS LARGER SIZE POSTS & FTNGS ARE REQUIRED PER SCHEDULE ON SHEET 3. 5. FOR LEN. SPAN > 1, AS A SUBSTITUTE FOR MIN. CLDG, USE OF7E& EMBEDDED MIN. F (81 X8 FULL HT POSTS W/ HT 3 1 -8"0 X 4' DP FTNGS, PER DTL 18/2. 8. FOR BRACED WALLS AND OPTION PER NOTE 5, THIS MT, USE OR 2) GIRT SIMPSON SPAN LENGTH 1 NAILS OF SIMILAR TO DTL 11/2, • EAVE GIRT SPLICE. 7. EACH ENDWAW, TO HAVE MIN. CLADDING SEGMENTS LENGTH: 15' OF CLADDING - 40' MAX SIDEWALL LENGTH 30' OF CLADDING - 80' MAX SIDEWALL LENGTH 48' OF CLADDING - 120' MAX SIDEWALL LENGTH ENDWALL CLADDING LENGTHS MAY BE REDUCED AS FOLLOWS WHEN BRACED WALL SEGMENTS ARE USED PER NOTE 8: z � 1! 0 e 1 111 8. SE 8' OF ADDITIONAL CLADDING OR BRACED WALL TYPE Q Qv FOR EACH SIDEWALL(S) SUPPORTING THE LEANcilrit SpUffl 44+ b R (I) APPiZOV D ! ) STEEL STRAP �\ / 'EM a DEC - 6 :0[ g EMBEDDED PER N OS EACH a' MI "�- l2�_EA "T s DE PER NOTE i " c �+C h OIU Z TTP, e' MIN.-I6' EAVE HT TTP, 1) FOR TYPE LENGTHS 2) FOR TYPE LENGTHS ALONG EACH ENDWALL, CLADDING ED MAY BE REDUCED BY 7'. ALONG EACH ENDWALL, CLADDING ED MAY BE REDUCED BY 11'. 3) FOR TYPE 0 ALONG EACH ENDWALL, CLADDING LENGTHS LISTED MAY BE REDUCED BY 18'. BRACED WALL TYPE: SEE NOTE 0TH 20' 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 0 5' MIN. -12' Hr 5' MIN.-16' HT (2) STRAPS-, 5' MIN.-12' HT 5' MIN.-16' NT (2) STRAPS 5' MIN.-12' HIT e' MIN. -15' HT (1) Uf 0 Drnglt n .ilB go 10' MIN.-12' HT 16' MIN.-46' HT QB � (I) STRAP 10' MIN.-12' HT 16' MIN. -15' HT (2) STRAPS CITY OF TUKWILA DEC - '2000 PERMIT CENTER • (I) STRAP T-, 10' MIN. -12' HT IS' MIN.-16' HT R - (2) STRAPS 5' MIN.-12' HT a' MIN.-16' HT 04 z O U W z � cn IS z U 1/ 2" CDX PIXWOQD MAY BE SUBSTITUTED FOR BRACED WALL TYPES A C USING SAME WIDTHS. ALL PLYWOOD EDGES MUST E LOCKED, MIN. 3" NOM. USE 8d NAILS: STAGGER PLYWOODNSHEETS LATE FRAMING • 12" O.C. 2 PRO CT 9e- 707 -103 ORAMNC NAAAE: 96- 707- 1010WG SHEET NO. SMa 1 W re 00 N 0 N LL W 0 2 QQ CO LL y W z � Z 0 1- 2 uj 0 o 1- W I U 111 z U' o ~ z ruui& : _MULLU 411U Ucaiiic a.uuaai.y Application for Health Department Approval of Building Permit •'- For houses or structures served ; in on -site sewage (septic) system East Public Health Center 14350 SE Eastgate Way (206) 296 -4932 Application Fee: $210.00 Please submit application and all support documents in triplicate The minimum support documents include: • 1. detailed route map and directions to property 2. plot plan scaled at 1 " =20' or 1 " =30' 11 x 17 max. size, to include: • house footprint and any proposed changes to that footprint • location of septic tank and pump tank, drainfield and all tight sewer lin • • • • • location of reserve drainfield area (repair area) all water lines and well sites, show 1 radius around all well sites location of all out buildings location of all driveways and parking areas all property boundaries and easements • all streams and bodies of water 3. Floor plans of what is changing in 'the building 11 x 17 max. size. Building Permit Application 12/99 version 4 Thomas Guide Page/Loc. For DDES use Only Date Received Tracking No. Permit Tech HD Fee Collected: Yes No es H ( DOW5 2 r11° RECEIVED CITY OF TUKWILA DEC - 4 2.000 PERMIT CENTER Property Information • Address of Property 3q I O S . ii 4 11 ' 5 '" Tu-rw 1 Io Parcel No. 0141.] Applicants Name worm eA.,,, • Day Phone c2s _ 96' - /SSS' Applicants Mailing Address /(tea / r r jai e7 Ste. B. L runt /.� too D U� ,4. 980.a - 9 - . Owners Name J e ' e-a Eyec,t.i d Day Phone qg 0 (, - 3 6 o3 Age of House u.nf K Distance to nearest public sewer , 0 ,4 • 1 K - Existing Square footage of house / 6 0 Number of existing bedrooms 3 • • • Square footage to be added N / e r Number of bedrooms being added /v /v4- • Description of proposed changes Co nrs 7-24.4. C r q- De i e--I ,°e 5 r - icZet,444e C ag49 e Approximate dates septic tank was pumped (attach copy of receipts) , ..i.I Additions or repairs to sewage system (give dates and describe briefly) • 31//4 • '°/:, Describe or attach any drainfield easements or covenants which may impact the property 4-/vo r c. It/ P‘i 3131SI1 lo I Water Supply Information Public water system (water supply with 2 of more connection )' Private (well, spring, etc.) attach copies of well log, well covenants, chemical/bacteriological sample reports. For alth Department Use Only Approved l,„20 - CL Date By: Disapproved Date By: • ❑ Hold Date BY: R }eased Initials Comments/Conditions: Date rrr Novi 4 FHEALLT+i LDEPA Any person aggrieved by any decision or final order of the Health Officer may make written applicatiop for appeal to the King County Sewage Review Committee if done so within 60 days of the above decision date. as e A m w UU u) J F w 0 • D w . z � z o ww U pl O N 0 H` w iu I V Z tll F= _ Z . f M S �PERMABILT Town & Country® POST FRAME BUILDINGS Quality: Our Future Depends On ICI SE FF E D 39)0 .sr 11`! sTr Tut4 W tLLA 1 LIJ 9215:$ o F LOttiTe.A @T DATED 10 � tl Suite B • 16521 Highway 99 • Lynnwood, WA 960374 Everett: (425) 256.4171 Puyallup: (253) 640-9552 Administrative Headquarters: (425) 743 -1555 FAX: (425) 742.4376 Toll Free: 1400-624-9552 Contractor's Lic. 0: TOWNCPF099LT NAME JOB # SHEET NO. OF CALCULATED BY DATE Lo T I TriQou6t1 6 PJLK 2) a, D, NILLMANS MEADcSW 6ARPEK PPPITIOXi TO THE °ATY O F SE) T'LE 1Pi'i L's 101J !J o , 3, fl earZA Tt, THE 'l-A7 THiRE OF o .DE D i J VOL, i- of PLATS pR (QIE 26 RE'doRDs e $i N Cc eo, LOA, = 30 SEATTLE; ass _p p �o�o 5111Y 1` NOV 14 2000 [E --u f=A5 UA! k HEALTH DEPARTMENT 01997 Perma -BIII Industries FR-65 12/97 re 7 0 Co co � w, , N U. w 2 g Q ', W Z `: 0 uj Ea, c a O H; _V _ Z JOB NAME: FF E 2 % Gov -D SHIP TO ADDRESS: 39/ 5 , / 7 4 1 5 7, Ttl/c LOW A ZIA ► 9 8/8g TELEPHONE # AT JOB DROP: 2.6 6- 76.2.-.3210 THOMAS GUIDE 6 .2-5_ Can a semis turn around at the job drop? ❑ Yes $No ❑ Back -in Only ❑ Other Cana two tone get into the the job drop? )IX Yes ❑ No ❑ Other 5TEZ P A A I U E W R Y Can a concrete truck get into the drop? "(Yes ❑ No ❑ Other Will a 4 wheel drive vehicle be required for deliveries? ❑ Yes , No ❑ Other L tJ Direction) et M I¢t t R1 A y S , 6— A T h B R1 D4 E EAS QA) 5 /!� -�' ,CJD t TH. o yo 5. — T RT 5, //Y T .4 P STEEP p, v E wAY Tows k Country POST FRAME BUILDINGS Quality: Our Future Depends On It.' DIRECTIONS TO SITE Suite B • 16521 Highw 3 • Lynnwood, WA 98037 -3199 Everett: (425) 258 -4171 Puyallup: (253) 840 -9552 Administrative Headquarters: (425) 743 -1555 FAX: (425) 7424378 Toll Free: 1-800- 824 -9552 Contractor's Lic. 0: TOWNCPF099LT 1 Truck Dimensions: 65' long, 8' wide, 12 high, and it weights 35,000 lbs. empty. 2 Truck Dimensions: 30' long, 8' wide, 12 high, and it weights 18,000 lbs. empty. 1. OFFICE — WHITE 2. CONSTRUCTION OFFICE — CANARY 3. CONCRETE CREW — PINK 01991 Perme•Bill Industries FR-35 5/98 Suit. B • 18521 Highway 99 • Lynnwood, WA 98037.3199 Everett: (4 • Puyallup: (253)840.9552 ldminlatra edquerters: (125) 743-1555 FAX: (425) .._ -4378 Toll Free: 1. 8100. 824.9552 :ontr.etot's Lk. A: TOWNCPF099LT Q ■ ' ""' ;CBS: 129311 P SE CHECK: oll -up doors fit in Bays II-up doors will not hit Truss ►t..12_ Roof Pitch A.522if Snow Load are shown on this drawing and vice versa. White - Canary - Office Copy R0 *e.Tto Building Design /-"""\ if 1 FLOOR PLAN H. _ Exposure Height Clearance eE c�L Draw North Arrow in Circle BUILDING ELEVATION Customer has verified and approved the orientation of the building to the North and verifies that all items specified in Paragraph B of the contract Lead # � 302S Customer Name. Customer Signi •liul/`;MA IT Pink - Accounting • . nrod4' • • 01995 Perms -BIB Industries FR-85 8198 U � TD K J•P T _ 1 N 0 ; w w (0 tj g T u. Q' c di � X. Z �� ; I— 0. LIU au U O !O u), log IW W Z ' U N Z TA I 3.111 1 fraPi -a-_ I I I _...._- ____. __.. I I \ I I "r i i 1 Li ... _ _. ..__ ! is?* DOLoirratill11111 1 # i ........... _____ . I • i tt I f ; it _ � _. _ _ X 1� a or $ X r�X��h 1 i ! } I I -B to 7,_ P-4117 Ti.t doHS # 1 —I f i _ �..,,__ ____I _ i I __ _ _ 3 P I # # to1 i 1 } rr. I ___ __1______ _______ � _____.. __ ___. _________ I . J ]ik xo o :I I f ', lUtj 1 i72i f } # # 1 1 ..� � ! 3 1 _ 1 I — __.. I • I I _.._._... _ I I _... — _...._..._... # I # J t # 1 III 1 I Q . L 1._.. uj i E 1 ! I I I # I ! I # 1 I I i- f Q I # l i 1 t i I I I I 1 i E ! ! I I i Suit. B • 18521 Highway 99 • Lynnwood, WA 98037.3199 Everett: (4 • Puyallup: (253)840.9552 ldminlatra edquerters: (125) 743-1555 FAX: (425) .._ -4378 Toll Free: 1. 8100. 824.9552 :ontr.etot's Lk. A: TOWNCPF099LT Q ■ ' ""' ;CBS: 129311 P SE CHECK: oll -up doors fit in Bays II-up doors will not hit Truss ►t..12_ Roof Pitch A.522if Snow Load are shown on this drawing and vice versa. White - Canary - Office Copy R0 *e.Tto Building Design /-"""\ if 1 FLOOR PLAN H. _ Exposure Height Clearance eE c�L Draw North Arrow in Circle BUILDING ELEVATION Customer has verified and approved the orientation of the building to the North and verifies that all items specified in Paragraph B of the contract Lead # � 302S Customer Name. Customer Signi •liul/`;MA IT Pink - Accounting • . nrod4' • • 01995 Perms -BIB Industries FR-85 8198 U � TD K J•P T _ 1 N 0 ; w w (0 tj g T u. Q' c di � X. Z �� ; I— 0. LIU au U O !O u), log IW W Z ' U N Z 7? IAditL .x:ii 61 - 8':i:s• - DIVISION OF HOME OF Town &Count T' Suite B • 16521 Highway 99 • Lynnwood, WA 98037 -3199 ae r�. y Everett: (206) 258 -4171 Puyallup: (206) 840 -9552 ' POST FRAME BUILDINGS Administrative Headquarters: (206) 743 -1555 FAX: (206) 742 -4378 Toll Free: 1-800-824-9552 • www.permabilt.cQ� Contractors Lic. p: TOWNCPF099LT FILE Copy I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. B LT Quality: Our Future Depends On Jt.TM February 22, 2001 City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Jeffrey Gould 3910 South 114 Street Tukwila, WA 98188 Permit # P2000 -390 To whom it may concern, Enclosed please find a letter from our engineer for the Gould job at the above address we would like to submit as a revision to permit # P2000 -390. The letter is concerning two of the post holes that our crew was able to only dig down to 18 inches. We would like to go spreadfooting on these two holes (please refer to the enclosed spreadfooting detail 16E/4). The rear corner post is also not down to the required depth. It is at approximately 36 inches. Per the letter, our engineer states we can back fill that posthole with concrete. Please do not hesitate to call me at the above phone number to discuss any questions you may have concerning this. Dan Herman Purchasing Agent CITY OF TURWIIA APPROVED FEB 2 8 2001 AS t0IED MU1LDtNG OR /1316N RECEIVED CITY OF TUKWILA PERMIT CENTER Dwoo-3co Permit No.F Ep/ o RE1SlO O.� - "Feat•tPPFtic* 'FccttUG itMfl ge-ardrEEL 11$5 ' TtbN 'g utczr-P oe..1?' tNc Coa1,C e . • c� e 1t 1LE MCC Tt t• February 16, 2001 JRR Engineering, Inc. 18609 76 Avenue West,'Suite B Lynnwood, WA 98037 -4149 Phone: (425) 697 -5108 Fax: (425) 697 -4506 Dan Herman Town & Country PermaBilt 16521 Highway 99, Suite B Lynnwood, WA 98037 SUBJECT: Gould Pole Building, 3910 South 114 St., Tukwilla, WA 80 mph Exp. B, 25 psf snow load, Permit #: P2000 -390, City of Tukwila, WA JRR #01 -01A Dear Mr. Herman: It has been brought to our attention crews were unable to excavate to 4 -foot post hole footing depths per above plan requirements, thereby requiring "shallower" 18 -inch deep spread footings to be used. Upon review, JRR Engineering, Inc. recommends the following: 1. 4x6 HF #2 sidewall and corner posts are adequate and require no additional strengthening. 2. Sidewall spread footings are to be 24 -in. square minimum and constructed similar to attached detail 16E/4. 3. Corner spread footings are to be 18 -in. square minimum and constructed similar to attached detail 16E/4. 4. Overexcavated post hole footings must be filled with controlled density fill or 2000 psi concrete. No other construction modifications are necessary at this time. Please advise if you have any questions or concerns regarding this matter. Sincerely, JRR Engineerin Adam M. Radke, Engineer Concurrence: [EXPIRES /0 /2512oo/ Ronald K. Riach, P.E. Attached: Detail 16E/4 — Spread Footing Detail C:URR\LETTERS10101 ALlO.doc RECEIVED CITY OF TIJK6+n• FEB 2 2 2001 PERMIT CENTER • city AP ov E�D`ru.A FEB 2 3 2001 �� ' • r _:71„'.`' CC w D co o cn w w O u- Q rn ° l- 0 ;. z Ill a U Os 0 1— w uw, I F- U ` -u_ _ C.) N 0 CONCRETE FOOTING BACKFILL PER NOTE #9. SHT 3. #4 REBAR A 9" O.C. (MAX.) EACH WAY P.T. POST METAL SIDING WALL PANEL SCREWS FOR GIRT PER NOTE # 1 6d GALVANIZED • 10" o.c. 2x6 P.T. GIRT a d 4: 4 I • 4 • • d• • • 4 a ° MIN. SIZE PER I.TIZ (A7TACNED) COLUMN BASE W/ 5/8' 0 BOLTS. SIMPSON GALV. CBXX OR EQUAL. 4" CONC. SLAB — (2) #4 REBAR. 3' LONG. BEND • 90' ON 4" R. & PLACE PER DETAIL 1 68/4. '¢ • e • • 1111 Hill 111111 11 11 4 J v z io / FOOTING TO BEAR ON NATURAL GRADE. 16E SPREAD FOOTING DETAIL (POST IN CONC.) 1 " =1' -0" City or a Ctryl FEB 2 2 2001 PeRMIl 0 0 `. y 0 1, W J� Nu, O JI: r� a D = a r W ? I-. I -. 0 _ Z W W , O 0 H- = W. Z' = z amity: Orr limn Depends On A" g o P SE CHECK: oll-up doors fit in Bays II-up doors will not hit Truss it .....12_.- . Roof Pitch AS.P.2.1f Snow Load BUILDING ELEVATION Customer has verified and approved the orientation of the building to the North and verifies that all items specified in Paragraph B of the contract are shown on this drawing and vice versa. Suit • B • 16521 HIglwray 99 • Lynnwood. WA 96037-3199 Everett: (425) 256-417As Puyallup: (253) 6 AdmInletretlw ' rs: (425) 743.1555 FAX: (425) 7. . 1 Free: 1-8004244552 Ccatrectces Uc. TOWNCPF099LT CCElt 129311 Canary • Office Copy r FLOOR PLAN Customer Name Customer Signitu Pink • Accounting - Builuing Design rod Lii Wind MPH. ..__D, Wind Exposure -2 Height Minimum Clearance Draw North Arrow in Circle Lead # 30 IS" 01995 Pettna•Bil1Industnes FR-85 6198 ettook.:71% 0.4•Pirsoneoweetteerawenemtmotrwetwwwwwwweatedwolegeepettiefiernete••••., x. , , I I I 1.im` A ' LEO in4 I "‘ ii . Y . i. ''••• i) I:.• 1 , I r I — . I . 11: 8 ' '' L.- . : ,.: . .lif tiff lat, -I LI 117 14 V.. t W ) 'cr I it II 2 ir " Z -a ) 14 X it 7 1 IP kJ — 10 4 fL.... VI I _____ ; , - . I I 1:1 el C I 1 I & - I 7T . ii ' ;....771 • • I 1 ! — ,. I I 1 . i ReuETV415 .0 " CITY o TuK,Am AI Fq:B P, 2 261 • ----, -----i — 1 i i 1 lei. 1 tiLi vl '' U. I 0 ,d_' F. r.'-' ______ ___ _ ______ ..._________ , —1--- 1. r Ii P ki iti — _... • 1 't I •-- I 1 1 1 " IL I ....... ellw...— . . ' Oar 1 I I ' RIEF44414. CENTER -- I i i I . .. i .LaMi c• ■7 X. ..i [ .---- ..--.. ..._, ' : .....-.- I .:° I: ;1,..1.., . . ---- ---.....-. _.... .... lg - — ii L---- ‘ 1 4.. ,• i -1.•• —4 ,_ isi 4 ;1' 4 • I • 1 a x pip 1._et-le. 5,0 . : t : „ ..... . v j 3 • evrtY PogrAk .. . , . . . • : . . i • . 1 "1 , . . • • . E8 7 . II 1. . : '. 2 :ff , • A c ‘00/ ':.t...., . :..r..).....hif .. ' ' ,...•„ ..,....„ • -* ........... 1 --,- . I : . I • . . i , . : • • . , . . • • . • • t i i , • • • • • : . • !..s..,.. . . . • . . amity: Orr limn Depends On A" g o P SE CHECK: oll-up doors fit in Bays II-up doors will not hit Truss it .....12_.- . Roof Pitch AS.P.2.1f Snow Load BUILDING ELEVATION Customer has verified and approved the orientation of the building to the North and verifies that all items specified in Paragraph B of the contract are shown on this drawing and vice versa. Suit • B • 16521 HIglwray 99 • Lynnwood. WA 96037-3199 Everett: (425) 256-417As Puyallup: (253) 6 AdmInletretlw ' rs: (425) 743.1555 FAX: (425) 7. . 1 Free: 1-8004244552 Ccatrectces Uc. TOWNCPF099LT CCElt 129311 Canary • Office Copy r FLOOR PLAN Customer Name Customer Signitu Pink • Accounting - Builuing Design rod Lii Wind MPH. ..__D, Wind Exposure -2 Height Minimum Clearance Draw North Arrow in Circle Lead # 30 IS" 01995 Pettna•Bil1Industnes FR-85 6198 ettook.:71% 0.4•Pirsoneoweetteerawenemtmotrwetwwwwwwweatedwolegeepettiefiernete••••., ACTIVITY NUMBER: D2000 -390 DATE: 12 -04 -2000 PROJECT NAME: JEFFREY GOULD SITE ADDRESS: 3910 S 114 ST SUITE NO: XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division -5'1 Public A r s / /rt Wo WIGL PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Fi Incomplete Comments: TUES /THURS ROUTING: Please Route L Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Fire reP I vention Plannin !vision i&L 12 -5-03 k �z - S-a° Structural n Permit Coordinator DUE DATE Approved Approved with Conditions _ Not Approved (attach comments) REVIEWER'S INITIALS: DATE: V'RROUTI DOC Yw . s.+.�aa w:mr+ma DUE DATE: 12-05 -2000 Not Applicable n DATE: DUE DATE 1- 2 -2000 Not Approved (attach comments) DATE: re f 00 (Ou C u_ ' w0 IL w _g 1-, 0 Z H 2 0 H I v tiJ Z w O Z_ Revision • No.. Date Received .. Staff Initials `- Date Issued I • 'Staff Initials I _ - 00-01 onss� _ � i = • • .' Received By: ,/ . , Summary of Revision: - ev 14 I A giWI . Wr. • • f Received By: , ' `� �,, Revision No. Date Received Staff Date Initials Issued' I Staff Initials Date Issued Staff ..., Initials I • Received By: Summary of Revision: . . Received By: Revision No. ' • , Date Received Staff Date Initials Issued' I Staff Initials I I I . Summary of Revision: • Received By: Revision No. Date I Received Staff Initials Date Issued Staff Initials 1 Summary of Revision: Received By: • Revision No. Date Received Staff Initials Date Issued Staff Initials I Summary of Revision: Received By: PROJECT NAME: Je4 67001d Site Address: f 1 n 5 1Iti S+ - - -- REVISION LOG PERM, NO:.. D2.000-3C10 Original Issue Date: (please print) (please print) (please print) please pnn ul Jo . v O co 0 J CO u. W O. gQ i2 d F Z - W ` z z� W uj U o ` O- W W, I U . u. " • Z W V) '. O z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1- 2.2-- G ( Response to Incomplete Letter # Response to Correction Letter # Er Revision # 1 after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: IZ) 2. - 3 h Project Name: �tl 0 L. 0 Project Address: 3 � i h Sr., c ,r1-4- (( 4 ' - Contact Person: DA-) 1-1-a d— III,t, b4-04. ■ Phone Number: 11 7 Summary of Revision: /.Lv c S c.o r) C.) F F-Ce7 i ",C, t o ffs j % 62/i 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 CITY OF TUKWII.A FFR 2, 2. ?001 L {Ml 1 l.tN I try 08/30/00 p c.), U 0 o f UJI w J w O' u_ a H Iw H O Z uj a o: o O N 1 . .o u f iu Z` o 0 z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ''L— 0 Response to Incomplete Letter # Response to. Correction Letter # [ Revision # ' after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: IZ) ZGC✓t5 - 39 r7 Project Name: al) 0 L (0 Project Address: 99/6 Sr7 c , T14- ii C- f `t '5 I/44- b — h ■ ' - 15 Contact Person: Df�Yt✓ � - ( Ph one Number: ' Summary of Revision: lag.v c S c..o rJ c> F Fee .✓Cr, i/Dtg-� 67 A/ . 'L rvs RECEIVED CITY OF TUKWII.A FFR 9 9. 7001 rtKMI I LcIN I to Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: RI' Entered in Sierra on 08/30/00 F625-1152.000 (8/97) REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 TOWNCPF099LT 06/30/2001 EFFECTIVE DATE 06/30/1991 TOWN teicOuNTRY POST FRAME.BLDS 16521 HWY . 99STE; r LYNNWOOD WA 98037-3196 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES , / Please Remove And Sign Identification Card Before Placing In Billfold M254152-000 (8/97) DEPAkTMENT 00 LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL a.c ?...td6trii11tiNffidtrOtfROMdf/kd Atiettlif-VatVATOOPVP60g6/1001fl TOWN'tc%cOuNTRY POST FRAMBNBLDS 16521 HWY'. LYNNWOOD WA 98037-3199 Detach And Digpiny Certificate • .4,54,44 •,!1'.;.:,.:1,1■,i0..d.a.ib.44V,r4(.14+.0',V.,'/:41...!;;W,1..i