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HomeMy WebLinkAboutPermit D01-079 - LOGAN RESIDENCE - GARAGED01-079 Jeff Logan 14028 33 Av S City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila. Washington 98188 Parcel No: 152304 -9094 Permit No: DO1 -079 Address: 14028 33 AV S Status: ISSUED Suite No: Issued: 04/12/2001 Location: Expires: 10/09/2001 Category: NGAR Type: DEVPERM Zoning: LDR Const Type: Occupancy: PRIVATE GARAGE Gas /Elec.: UBC: 1997 Units: 000 Fire Protection: NA Setbacks: North: .0 South: .0 East: .0 West: .0 Water: N/A Sewer: N/A Wetlands: Slopes: Y Streams: Contractor License No: OCCUPANT JEFF LOGAN Phone: 14028 33 AV S, TUKWILA, WA 98168 OWNER DIETZ LLOYD H Phone: (206)000 -0000 14028 33RD AVE S. SEATTLE WA 98168 CONTACT JIM GUINN Phone: 425 - 743 -1555 16521 HY 99, SUITE B. LYNNWOOD WA 98037 * * * * k * * * * * tilt k * * * k * * * k * * * *kkk * * * k k k :k * * *kkk * * * * k * * k k * *kkk * k 4 k k * k * * k * * * * * k k * k k •k k * * * *kkk * Permit Description: CONSTRUCTION OF AN 864 SO FT DETACHED POST FRAME GARAGE. ** k***** * * ***k * *k * ** * *k * * * *k * *k* * *kkkk* kkk• kk* k**k kk* kk **kkkAkk *kkkkkkkkkkkkA *kkkAkkA Construction Valuation: $ 19,440.00 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 Street Use: N Water Main Extension: N Private: N Public: N k* kk************kk ** *k *kk *kkkk * * *k4* * * * * * *k * *k * * kkk *A *kk*kkkkk** * *A *kkkkkk * * *k *kkk *k TOTAL DEVELOPMENT PERMIT FEES: $ 534. k* k** k***** k*k*** rk****** Akk* k* kkkkkkkAk* kk* * * *k*kkA\kk * * * * * *kkkkA*k * *kkkk* *kkk *kk *kkA te: 4 /'1z - ail Permit Center Authorized Signature: � ��''_'�.2 _! \I-61.- � I hereby certify that I have read and/examined this permit an know the same to be true and correct. All pro ' Ions of law and ordinances governing this work will be complied with, whether specified herein or not. DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. (206) 431 -3670 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 develop t p rmit. ll Signatur � /�� JCc.t' Date: L/_ -0 1 Print rd1/ I!-�o (rS,E 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. 1 00 0 I w 1- U) w w o } w O w n o O t O • N w w ..z U 0 z Addre-3.z: Te; TYPt PArcel f: CFVPPPm Is444**444*4 40,44***4444 4 n* 4 4 4 4:. Permit 1: Ne Enilinec Tkliq:H-Ft E09iree$20 ticJwtn , A;Id tht!' ourvr.. 2h.7,1! !:t zee; ,:c$ - e wa:hinton 17 3. An e Inlu: d:Jf fication 4. Nottf th.? Cfl o1acir reotirement.:: , ."PrrIrs' 3 1. tht- C; . A 1 1 n;; WOOd 1/ , h1; *1 t. Validity , :41 f :Etrued t f, %I. of thv other r iAr : :4)E; 9ive yc :ode 1 Ge f , 1 :vv iciviFlor, of L worl 1 t%t !n'flooct.:.0 1— J, There '..7h, oo A s. ,0 ne 3t the ,,. or t: until flt / :t1 WI! wc!ri w;11 be The t3rcintirr »i thi:F 1 t - of n 1 re t,r/OvIS,:06 7)1 av l" ti 1 a t : c 9 r,atiare:1 Ae4 ij 2C 1 .4 34kkk 4. 3 r 1.4A 4 4 • t. Project Name/Tenant: -J e Pr Loc a rJ Value of Construction: 4 (a, 00 c._ Site Address: City State /Zip: 1`'03. -- 33 KO Au�� �, - Tu.l =wt`Ick i.va r iieg Tax Parcel Number: isa tj - 9c19L1 -00 Property Owner: 1 � j e1 r� � 1t LG Phon : -p ©� _ a (� Street Address: " City State /Zip: Fax #: Contractor: r �0 tU t_J� 4ti r1'�,j Phone: 4z �-- `-l/3- I SS� Street Address: ( (o S a ( `�� 7 City State /Zip: 4-) bu C7 9 S - F= . r L y tv i(Q b9cc ?'7 Fax #: - 1 /015 ---- '?z/07- /69/ Architect: Phone: Street Address: City State/Zip: Fax #: Engineer: Phone: Street Address: City State/Zip: Fax #: Contact Person: -..f I` Ne\ G L.L.1' to IJ Phone: . 7y.3 -/5 Street Address: tto`- a-) Rvo v 9 City State /Zip: ( 1 SrE-, 3 1.- ur,n1wnen kaet 9503 - - Fax #: 4?.S ?va -1 419/ Description of work to be done: C l> ; v c --j-fe, (A (T-- Ck d e `4-e. C j t e d Po -I-- .- &wi -e Type of work: New Single- Family Residence ❑ Addition - Single-Family Residence ❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure Garages) j e 4-At trt e d, ❑ Deck(s) • Covered & Uncovered ❑ Residential Reroof Is this site served by: ❑ Sewer W: eptic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: J. -' sq. ft. Dwelling sq. ft. Covered Deck(s) --. --------- s - q, ft. Garage /Carport sq. ft. Accessory Structure(s) � - sq. ft. Uncovered Deck Proposed New Square Footage: ft. Dwelling sq. ft. Covered Dock(s) �sq. �sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. fl. Uncovered Deck � Floor Area Ratio: (total floor area of all structures divided by the area of tho lot) / J 0 ._ T j _ _ 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TU WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single- Family Residential Permit Application ❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public i1ECOVED ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Puhlii3'f p TUKWtL ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): _ Est. quantity: gal Schedule: ❑ Miscellaneous PFRMIT CENTER 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 application acc, ='ted: Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PLEASE SIGN BACK OF APPLICATION .FORM SFPERMIT.DOC 2/13/97 Project Number: Permit Number: DO I - 1 O R STAFF USE ONLY APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) Date appli. . tion ex•ires: Application taken by: (initials) BUILDING 0 R OR ' HORIZED AGENT: 4 �` ' Fax #: ' I /26 . x , /0 2 _/4 - 9 Signature: ' 0 c W ----- , z. F , , • i ,' ' Phone v.A,s- Date: 3 -i5 Print name: hiY) Address: l et S / N u L/ 99 .� City /State /Zip: .CyN NG�z.�GC �� .7 GULL l< h . 5 . r� ALL SINGLE - FAMILY RESIDENTIALPERMIT APPLICATIONS MUST BE S ITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A .iGISTERED ARCHITECT OR PROFE..3IONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ,� Copy of recorded Legal Description from King County 0 ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ,Q ❑ 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) ❑ el Foundation plan and details ❑ Floor plan ❑ a Roof plan ❑ ❑ Building elevations (all views) ❑ 2i Building height ❑ 13 Building cross - section ❑ Structural framing plans and details necessary to completely describe construction d ❑ 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). f7K ❑ 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. �tJ ❑ 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 ". Building Owner/Authorized Agent If the applicant is other than tho owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 (Th ..4 Ar A .4 8 8 .1 ¼4 k.r 4 8 4 ¼ 4 4. .4 A A k 1/4 .4 1 .4 k .4 .4 4 4 ¼ 4 1 ¼ 4 C TV or 1211:141LP 4ft4 1 I r'; t,7 8 1/4 4 8 8 * * ;1/4 * * .4 A 4 4 A . 1/4- 1 .4 . 4 . .4 .4 8. 4 k -4 k 4 4 t .k ¼ k 4 .4 4 ¼ 4. 1/4 .k ..k .4 4 k. A 4 1/4 I 11 t-i M I rt e I 044C ri 1.1 1 P kiment ir h o t, E ; r tJj 14 r •.) p ( h f1 002 : ) 1 P E I? t. k P 1:11 P r c: t) 1 52:f 0 Adtlise t 4 ..sr LI 3,3 t r t 1 h t I) v e hi; 21; 2 I.:. t. f-1L I I' fit I: t: * * 1k 1 .01 * -it * A A 4k 41. * 4( * r * 1/4 r ;1/4 7‘ .k AArf t A c t: r if.)h 1)0()..'322 „JOG 111_13 L I O. - E „ 000/322 .104) 131) L 0 .0 ;4k3 - (:.■ 0 ['NEC!: - . ()0 3 f3 901 f !J t 1. 0 :4 ti %.P1:4?.V.t.:V.-...19‘;t7,0'."?'?5:"7‘■F‘4 „ ■ 4 •\ 4‘4,444Ak -4; C., 1 Y CF 1 Li l'3 A . A 1 'l'r !-■ t. . 1 : 11. H ; T4tfli1 1' bErt P. 0 0 0 •*1 4 2 f t t. J t P i ti ri n tie t n Q(1 (7. HE - r o w 1 f 1 r. P I t in t o 1) 0 1, - 0 DE Et E t) P P P e I r1c 1 `: 9 0 - 909 41 ite 41 ti t. t 1 401D 3 (.... t: 3 I r• ,. ,-. i t . . _ 1 h 1 s, .1' it vm n t "„, 0 0 - 27' 1 (rt i 1 AL L f• PI t t., ! •:• 0 _ L - i e c r: t I n t; t..Q(ie De ti c r I ,,) I , Q n •.',11ouNi." 1 0 0 1 . 1 1 L I. 1 (4G - i " . t4 11 E E i. .., C . IN'Orgrgtes • ••' ') TOTAL Project,.. \ 1 Address: a, s 4 r --- f Type of Inspec i c Date called: //�� ` J l� _.. Special instructions: Date wanted: a.m. A 7 - S �. Requester: \ -.4...11-t A k \ '' 1 ' r►til'1 Phone: "XS — 7H3, l S.S INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. Inspector: c-•‘,„\ INSPECTION REC ^QD Retain a copy with , emit Date: PERMIT NO. Corrections required prior to approval. n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cail to schedule reinspection. Receipt No: Date: �I COMMENTS: Ty a of Inspection: y (t 1,11 1r Address: D Z-G a: > n 3 ate ailed: fi 9 l 0) Special instructions: ate anted 7 C) wanted' . m p.m. Requester: L ✓l Phone: _. I r 4 . 1 'fre- 4 'i 1497,7 . 7 i" / 9 IIIIIIAAII )/' .0 P ojec 4 Ty a of Inspection: y (t 1,11 1r Address: D Z-G a: > n 3 ate ailed: fi 9 l 0) Special instructions: ate anted 7 C) wanted' . m p.m. Requester: L ✓l Phone: _. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd; #100, Tukwila, WA 9818 ED Approved per applicable codes. INSPECTION E' ORD Retain a copy wirn'permit PERMIT NO. (206)431 -3 Corrections required prior to approval. $4 .00 REINSPECTION4EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: 0 T of Inspection: r; Lh( ( (( 77 /r g: J Address: A44- e2 .die /7 f.., / ...-, 5.m. \ e-m. ) R uester: Phone: -, 1 / 2. i "'eel ‘ >~, r-.-k- 4 .7 d i./A, ‘1 5 s r 3) (-- hfr ,--A /00 g ‹. "2-7 b/4/ 1 ',/,/ _ ./"1 Proj .41( .� 4.... L_ 06 0 T of Inspection: r; Lh( ( (( 77 /r g: J Address: D to c411 Special instructions: . Date ante (h / // 1( 1 5.m. \ e-m. ) R uester: Phone: -, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION R( )RD Retain a copy with permit /`t% 7 / PERMIT NO. (206)431 -3 Corrections required prior to approval, El $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Public Health and Seattle King County • Application for Health De' irtment Approval of Building r -'rmit For houses or structures served an on -site sewage (septic) system East Public $ealth 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 100ft 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. For DDES use Only Date Received Tracking No. Permit Tech HD Fee Collected: Yes No es Approximate dates septic tank was pumped (attach copy of receipts) ., Additions or repairs to sewage system (give dates and describe briefly) "v i2 • reports. F i5 E �. Property Information 1 ts le.„ Address of Property l (-10 air, 16 >zn el u e Cj Parcel No. Applicants NameTo tAi3O5 C'„,t.uJ Day Phone 4 2 — '�, — /SSS' Applicants Mailing Address /6,5 A/ 'v 9 sr . 8. Liy,v trn o a �vp, 986,*? . Owners Name ..1 E 1. •• ic J Day Phote off, a4 l 1,t Age of House u.N,k . D istance to nearest public sewer C &N k: Existing Square footage of house 1 '-f '7- Lip Number of existing bedrooms 3 Square footage to be added Av /,4 Number of bedrooms being added iv / 4 . Description of proposed changes 4. el r.5 r�C&jr 1-- C v I !,- r A c,_4 - /Jeri Pc, cu►-r e c e t.Rct. A Describe or attach any drainfield easements or covenants which may impact the property ((42/ /C/v0 cN '( Water Supply Information Public water system (water supply with 2 of more connections) Private (well, spring, etc.) attach copies of well log, well covenants, chemical/bacteriological sample* For H Dtpartme , t Use Only 4/9/144 [Released Initials Approved ,� Date By: . /)V/�avr4J»J Disapproved Date By: f ❑ Hold . Date By: ' r Comments/Conditions: i Building Permit Application 12/99 version 4 Thomas Guide Page/Loc. n®© ®m1911F1o111© Date loot -off Date.Received FEB 2 lI 2001 CITY OF TtJKINII /s 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. PERMIT CENTER Town & Comitry POST FRAME BUILDINGS Quality: Our Future Depends On It.'" ..�e. _ . Lo a IL) ( oRS - 3Rp Aue �t lcu..) i _L o W c ; criM _11( of N. 333 poR o !�' S ie . Y'-i l / 4 Ly NE OF 61 D ►M i Iii -a.R Rd Le s.5 E.. 1015 --nn e R e. o Ali "rowm5lAtp 23 N Sr.; E ups,, J k• 03 CO . rc.x , { 5z3Oy- 9b Li- to & M2 e c PPPROVE+D CpUt 11 coat Q Suite B • 16521 Highway 99 • Lynnwood. WA 98037-3 Everett: (425) 258-4171 Puyallup: (253) 840 -9552 Administrative Headquarters: (425) 743 -1555 FAX: (425) 742.4378 Toll Free: •1.840. 824.9552 Contractors Lic. 0: TOWNCPF099LT NAME SHEET NO. CALCULATED BY . o. a f-- -/ \ r� � r_ n� FEB 2 0 2001 //6 JOB # OF -DATE 2 s T' Sh 23' -- L2 01997 Perrna•Bdllndustnes FR•66 12/97 Town a Country' POST FRAME BUILDINGS 7 .. a PERMABILT Quality: Our Future Depends On It.'" JOB NAME: E F F LO 14 kJ SHIP TO ADDRESS: 1 0 22' 33 RD AV E , 5 Tu.K W 1 t, A WA 9 16 7r DIRECTIONS TO SITE Suite B • 16521 Highws, .3 • Lynnwood, WA 98037 -3199 Everett: (425) 258 -4171 Puyallup: (253) 840 -9552 Administrative Headquarters: (425) 743 -1555 FAX: (425) 742 -4378 Toll Free: 1-800 -824 -9552 Contractor's Lic. #: TOWNCPF099LT rte: 17-11,(, 1 Vii ... : 1 Truck Dimensions: 65' long, 8' wide, 121/2' high, and it weights 35,000 lbs. empty. 2 Truck Dimensions: 30' long, 8' wide, 121/2' high, and it weights 18,000 lbs. empty. 1. OFFICE — WHITE 2. CONSTRUCTION OFFICE — CANARY 3. CONCRETE CREW — PINK FEB 20 2001 TELEPHONE # AT JOB DROP:2 b "AYL- 5 THOMAS GUIDE 655- D Can a semi' turn around at the job drop? ❑ Yes ,(No ❑ Back-1n Only ❑ Other Can a two tone get into the the job drop? Yes ❑ No ❑ Other Can a concrete truck get into the drop? es ❑ No ❑ Other Will a 4 wheel drive vehicle be required for deliveries? ❑ Yes No Q Other Directions t' Gt& 7 9 L LOE:dS D�J �. / Y �} AM RTN 6 /J 3 4 11- S, "'- Sri. V LAPT /,u r13 3 s 1TE au R,G/1r SIDE 01991 Perma -8111 Industries FR -35 5,9' ittn�Iwr,�Ti� Town & Country_ / POST FRAME BUILDINGS Ow Future Depends On It" E CHECK: oII -up doors tit in Bays -up doors will not hit Truss `I 1 y— Root Pitch 1 ' EAF Snow Load 34 shown on this drawing and vice versa. Whte - Cu(O"Oct ��� Canary • Ofice Copy pRao LC s B • t `4ghway 99 • Lynnwood. WA 98037.3199 Everett (• ,8.4171 Puyallup: (253) 840.9552 Administrable Headquarters: (425) 743-1555 FAX (425) 742-4378 To Free: 1.800. 824-9552 Contractors Uc. ,: TOWNCPF099LT 17. 1Z 12 FLOOR PLAN ! 0. Foo OZ 1n+ T 1 i-' 4• Ati i 4 7 Ls G OC 0. .. A N 17L • a X • W tic d • t 3 1 • • 80 Wind MPH. _Wind Exposure 1 TEave Height _M Clearancg • wo n IX 14 1 I -- 9 a► It. X g P eu E �R u e b Customer Signatu Pink • Accounting Golden( Building Design Ia • j W t U D LL, B Pb r FaoK posh -s t o FE ROM FL- R 8 I 1 adr./ iz3W)tO Mu W1TM 'TOP 9 F !ttuDOW FUEL) WIT* TOP aF map, )0 TM ROUroH A RIB M DOOR 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 are Customer Name: r F F L! 43 A kJ Lead #y36 ) 191995 Perma•Bdt Industries FR•85 6/98 Town & c ountry - Suite B • 16521 Fighway 99 • Lynnwood,110e/8157:7199 Everett: (425) 25^ • Puyallup: (253) 840-9552 POST FRAME BUILDINGS Administrative F attars: (425) 743.1555 FAX (425) 742. Toll Free: 1-800 Contractors Uc. t: TOWNCPF099LT ■ i I i 1 • i.. —••.— toll- Root Pitch CHECK: up doors fit in Bays 2 —• II-up doors will not hit Truss P 25.21.f. Snow load • L "-- r • • A 1 - . Nr • shown on this drawing and vice versa. • White -C-464emerCopy Canary - Office Copy ps.0 pUOJ I. FLOOR PLAN W it - g7ti..__ --L--- "----.-- 1 1 i soM *Tarr F le 6 P4 P a s T '1 • -..........-.+---.--:— i tai_______,_____,....._ • ii 141 16 i ..,"•' 44., CI ag i • • :----!--------(31”->lr,... . 7 - 7 - '' •• s's 111 11 4 14 1 'i )-i , ....... ' /-• ' L.: : . 1 V) Wind MPH. Wind Exposure iO Eave Height Z Minimum Clearanc.e at" -MECILLE.ti_FOO i la C — Al _J Ag cL4. x .., P j 117—. 1 — . ' — U. —• 11) ; Q 111 0 11. I II • • '4 -5- Of, ! 3 •••• ' 4 CO •••••4 X •-• • 3 [ rt ! ;\ ; _ 1 t nt, f (11 ') Customer Name: E F Customer Sig Pink • Accounting Go 14.3 • b a it. r.tifit . /* . . 1.6 Xi5 FPth4E s BUILDING ELEVATION Buileng Design LI Draw Monh Arrow in Circle 1 I E.U.T .POPR w5 vi ) Dow nExT -ro Pos 67i MAY 11 2( 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 Lead # 4349 01995 Perma-Bat Industries FR-85 6/98 a) 0 a_ mrr< - crcrJrii Quality: Our !futon D.pilntr On It " .. A u e 5•.. . ttu.,1 uk. a-_0‘. .. W c` 9 ?Ha !a 1_11. i _OF _. N . 33 3 o F po R a 5w' / Ly NE 121._61.D._Mi.I ca.rz Rd Less ! 0:7 s ` Tln eR e. a F . 3.3 N R&3 L( E v4" . ti k, u g . C . c,J o.... roc 15 Z3 6 `f - 969 co &- 04 1 1 l�o1- e 14, 3 It t `"tvtsED — D • l YJ• C•• II ) Z 4-4t 11 inmates Iarml wrossc A/nilnhtnigwe Haadquotaros (W) 7/3 -1565 FAX (4211) 7124371 Toil Preis - 149,424e11111 Cause t/re 1.141. h TOWNenal41.T St- NAME JOB SHEET NO. OF CALCULATED BY DATE v ‘ W 14-11.a t r ' 0 1 1 H �•. s T Sineo ;1' - us3'•4 cm( CF TUKWILA •,,.. _scz arntt L A, j. 4 -06 -01 0 1 4.3 240000 4 TC B C SL 12 -01.13 HO 6-01 UniStar -• Version 40.0.212 RUN DATE: 7 -20.00 CSI SIZE LUMBER TOP 0.64 2X 6 DFL -1600 8T:1 0.98 2X 4 OPL -2400 was 0.63 2X 4 3PFS•STU EXCEPTIONS: G -Q 2X 4 HP-STUD 4.0 SAME AS B -B LATERAL BRACING: TOP CHORD • 24 IN. OC BTM CHORD • 111 IN. 0c TRUSS SPACING - 64.0 IN. LOAD CAE 61 LUMEER STRESS INCREASE: 15.01 PLATE STRESS INCRL:.AQ:: 15.0% LOADING LIVE DEAD (PST) COP CHO 25.0 5.0 STM CUD 0.0 1.0 TOTAL 23.0 6.0 31.0 CONCENTRATED LOADS (L2S1 C 790 AICUT SUPPORT CRITERIA JT TYPE HORZ LAS A PIN -790 C BORZ RLR 0 LOAD CASE 6S UNBALANCED LOAD LUMBER STRESS INCREASE: 15.0% PLATE STRESS INCREASE: 15.0 LOADING LIVE TOP CHD 25.0 BTH CHD 0.0 TOTAL 75.0 EXCEPTIONS :. A -3 31.3 8 -C 0.0 SUPPORT CRITERIA TYPE HORZ LES P1:: RORZ RLR 0 DEAD (PS2) 5.0 1.0 6.0 5.0 5.0 VERT WIDTH LDS IN -SX 2604 5- 5 2604 5- a VERT Lis 2494 1156 31.0 u1OTx IN -SX 5. 4 5- 0 12-00-00 uvisivanGS JOB 0 0 300070231 STOCKAC 6x6= e 24 -00.00 24 -00.00 LOAD WS 66 UNBALANCED LOAD LUMBER STRESS INCREASE: 15.0% PLATE STRESS INCREASE: LS.0% FS LOADING LIVE DEAD (PSF) 1600 TOP CHO 25.0 5.0 2400 9TM CHO 0.0 1.0 660 TOTAL 2S.0 CO 31.0 EXCEPTIONS: 745 A -6 0.0 5.0 D -C 31.2 5.0 SUPPORT CRITERIA JT TIPS HORZ VERT MOTH Lai LDS IN -SX A Ft:t 0 1130 5. 3 C MORZ RL:i 0 2476 5- 6 LEFT RIGHT HEEL OIN - 4SX OM • 46X MEMOR CSI P(LBS) 1401ST MO2ND TOP CHORDS A -7 0.64 5633 C 6459 -4185 7-2 0.57 4037 C 4105 -3082 2.G 0.37 4937 C 3042 -4155 0-C 0.64 5633 C 4165 -6459 BOTTOM CHORDS A•2 0.24 6124 666 214 E -S1 0.49 4477 T -214 790 51.0 0.49 4477 T .798 214 0 -C 0.98 6124 T -214 -668 ug22 F. - 1522 C 6 -2 • 3.631 T 2.0 - 1645 T D•G • 1525 c 12.00 -00 6L 12 -07 -13 HO 6 - 01 ••SEE REVERSE SIDE OP THIS •• "PAGE FOR IMPORTANT NOTES •• Plating conlorm0 to DEC. Plate values may be verified with Robbins Ungineering, Inc. Grip values are balled on graaa area teat. Lumber is SPF -S except an shown otherwise. PLATES • 20 GAUGE LOC% GRIPPING 556 -231 PSI PER PAIR INCLUDES 1S.0M 1NCAE.tiSE TENSION 1239. 465 PL/ PPE PA /R SMEAR 784. 506 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 3.00 X12.00 9.5 2.7 a 3010 6.00 X 4.00 CTR CTR C 2001 3.00 X12.00 9.5 2.7 O 1010 1.00 X 6.00 CTA CTR E 1010 1.00 X 6.00 CTR CTR 7 1001 2.00 X 5.00 CTR CTR G 1001 2.00 X 5.00 CTR GTR S1 1100 4.00 X 6.00 CTR 0.0 OL•LL OE?L • 0.49' AT S1 HIED SPEED - 80 mPH LL EFL 0. 40• • D 0-6PAN /16W MEAN ROOF HEIGHT - 25' SPAN/QEFL (0L +LL) • 585 .\\\C..\.) EXPOSURE CATEGORY - �y O \` OCCUPANCY CATEGORY - 1 .OQ ,,\‘ ; UNDAL.ANCED LOADS CHECKED T24 • NOTES: 1. TRUSSES MANUFACTURED OY OS0 LMaR -TRUSS DIV. 2. ANALYSIS CONFORMS TO UBC ;ANSI /TPI I- 1995). 3. EMPIRICAL ANALOG IS USED. 4. WINO LOADS - Juc.i988 EDITH TRUSS IS DESIGNS0 AS A MAIN :HIND -FORCE :ES SYSTEM ( ,!S (UNaLDt LO FAC + 1.25. 0.00). 6. TRUSS IS DESIGNED FCR - : CEILING LOAD. 1.1‘ ' ! PREVENT TRUSS ROTATION AT ALL GEARING LOCATIONS. S. ANCHOR TRUSS FOR A TOTAL .,,'+.‘" HORIZONTAL LOAD OF 790 LSE. ` 9. FASTEN TRUSS TO SRC A FOR 119 LDS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF NALL OR SRC. 10. FASTEN TRUSS TO SRC C FOR 338 LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF HALL OR 3RC. v O 0 (I) W N U.. W u . CO F g. F- W U� 0- OF- WW '10 W Z Ua? O 2 aZ E V V. ' 7 v . :Ili • itT ai • . ar e • 'a%IraL .Jarai • iur. eV 3RsCinl �v�2�r•'*- c•IT'; • ;Le - ? ktrr1 AL Y G:,N1t.1....at TRuSS • vur HY \ y 1 Pxr; NoTE SP c: c hl. 5RM.1146. % tefluMeD FOL. 514 q 1 a arra t-t cR p v34 4 " OPSNI.N6 It 1N • Sit \' *U.- 1 S t.hR4e"SL 111443 14 , over} �(1+L6-■NG'S , - •AR _ S• uc;uFCC. (4 :V1:1 o T : oM C1 i 11 11 ' N i- got u11 a .�..�_..., 11 II 11 11 11 SIVE 11 w AA-L. aHE '20. 3Y It : �i�. ; C E xED 3Y 1 - AT": • 3C:.1. c._vfl i Ru : Cr Yr ► e - MI4S 'FAJ LL c:F 3ulLariH &. '. 1c_ r , £ / SK -2 - M. S°A.JJ cry rut L. li•t•, 7=17, rip e END 'd CLE Engineer g, Inc. c viI • strzc:umi • marine • environmentei • survey -CS 1HEeT 10 ., l " 2 ( J 'F " I G • :ALCUU T Eo sY !;-111 r:‹ OATE - ! - f a c CHEC:I SY ` ) i r DATE SCALE OMIT O1P.taow.'NI. 91Cpci END BMS W MEat aortal% G1wRa StitnG►wC1 Au(•NS w/ El-n71.• AU- COU- E1GO" POSTS sal, W (2.) 104 w•.% 'A. Tux o* O AoAc.E (Z)(• d vIAG. BRACE. Tc 9oT7afu 9i?Atic. CtMO HG- r'!� M 7 oft S'T?JrZ ►r trto.l CTe E.„, 8 s ( . 4 ) 1 0 e ea.. Imo Brew? EXP G : (G')1 " (`I> 1 o d OIAC,or.AL 9RAcc -ro c'I"et.%k3t 0tA6• s.0C SAO LENCor►if �.sE.LT1 W1%40 : 3 0 My t e t , 8 ( i o E*r c.: (4) 1 o d (2\104 D C,.. MA CC To E,oTn,h titNX (24I0d ToC P M%. gaol= Pu+eur.c "S?EUAL. 6RAC1 Nt, � "'FP 2 ti'1 L?TERAL StAc., - ro 907?0• Guano '! u ' O.C. MAX. ALI(,N 'ti/ FUU. 4r 'D P517". em AC MCs 7s le. 9A4 LEW) MI . I.ev4G74 Mum, • (2) io f V 1R AG a A0O►T1oN, c:crE 1A Volt 34: LvL 'rofiL4AUL , HRN Gay, u'.. IU1ERIAEOIA1 (L1 L 4 - X b*Pt£S C 9 Lo( M►O-LW{ (saoro AS 84 C14000 9R/4.I•40. !„w r,ctn 3 N S IoI TV} 1SRACx !_AP (LZ I Oa SIMC's "o =A. 7?oS • .AT axAct (LLE.V A ?1 owl io.d. a :2. .. z %j (t' I Oct EA. Tioxs f - rift Z' LA etAunr6 T. rToM C11ottO e N. o.c. 40 Pt& yqi< -2 04A\0 uprowas 10•1 SrM KoN flaaS /T- BW.cc. 11..E 111^% :Arta AS [n+0 9RACL5, 6SEL 6SZ SZV CNId✓ ION3 WO+-+ Wdl7 Z 6661 - 80 — • cvtl • s r c:ur3i • 3zarne • 'nvzrarunenral • survey • V 417- 31401 .,,‘i weir God. • (J 1 Ili- 47/,260 • CZ L.LA - s - U s - ►c' C../a3 : R.e< G ci ry S Pcw L 11-0 _. 2 -5- Psi • , • $o 6AS \ i0 Litt SS's" ="-7: urr 4 ,R g7 . 2 N fi t I T•1 a q T2 stEc :v+-1.L r rA r4 44,20.,:::=4.1.--1,4„ 1=e (L c,F) 'U1.4 TM-F Ahii i i - va c 4 J a po, A--A [.4 $ >3 C4-10 w N 3.F L Lk) —. >r- W ALL, hp!',� : '�•" l.h"' a.` 431.7.4n,219 3'17.31,2 014 � k 7-ante; T _ sorme, S A - . AA i 1 JOB NAME . 7 ° P.4 14.1-1CF Foot 1 G a u ry TgY BY: AM CHECKED: a Partially Enclosed Structures (Openings in 1 side/end wall) - - _ru N- -- - -- Po�°' / OR. w /ottT PFC Ct.kDD 1.1_ tc.*vciHt� � { - I ' • r r I i 2 SK-2- JOB q 5701. N3 s "•••.. DATE:_ Lt/( /`y SHEET T-(z _ CF 1 -I Bay Size - 10 12 14 Ep x 8 12' Eave 423 508 593 16' Eave 564 677 790 �. EXp C 12' Eave 724 868 1013 16' Eave , 965 1158 1351 • cvtl • s r c:ur3i • 3zarne • 'nvzrarunenral • survey • V 417- 31401 .,,‘i weir God. • (J 1 Ili- 47/,260 • CZ L.LA - s - U s - ►c' C../a3 : R.e< G ci ry S Pcw L 11-0 _. 2 -5- Psi • , • $o 6AS \ i0 Litt SS's" ="-7: urr 4 ,R g7 . 2 N fi t I T•1 a q T2 stEc :v+-1.L r rA r4 44,20.,:::=4.1.--1,4„ 1=e (L c,F) 'U1.4 TM-F Ahii i i - va c 4 J a po, A--A [.4 $ >3 C4-10 w N 3.F L Lk) —. >r- W ALL, hp!',� : '�•" l.h"' a.` 431.7.4n,219 3'17.31,2 014 � k 7-ante; T _ sorme, S A - . AA i 1 JOB NAME . 7 ° P.4 14.1-1CF Foot 1 G a u ry TgY BY: AM CHECKED: a Partially Enclosed Structures (Openings in 1 side/end wall) - - _ru N- -- - -- Po�°' / OR. w /ottT PFC Ct.kDD 1.1_ tc.*vciHt� � { - I ' • r r I i 2 SK-2- JOB q 5701. N3 s "•••.. DATE:_ Lt/( /`y SHEET T-(z _ CF 1 -I i 1 ' I I I i • : • ' ' 1 1 i i i i ( ' ' 1 I . I 1 1 _1 171. 1 • ./ , --�—� ► ' , , 1 , . r- . i • • cvtl • s r c:ur3i • 3zarne • 'nvzrarunenral • survey • V 417- 31401 .,,‘i weir God. • (J 1 Ili- 47/,260 • CZ L.LA - s - U s - ►c' C../a3 : R.e< G ci ry S Pcw L 11-0 _. 2 -5- Psi • , • $o 6AS \ i0 Litt SS's" ="-7: urr 4 ,R g7 . 2 N fi t I T•1 a q T2 stEc :v+-1.L r rA r4 44,20.,:::=4.1.--1,4„ 1=e (L c,F) 'U1.4 TM-F Ahii i i - va c 4 J a po, A--A [.4 $ >3 C4-10 w N 3.F L Lk) —. >r- W ALL, hp!',� : '�•" l.h"' a.` 431.7.4n,219 3'17.31,2 014 � k 7-ante; T _ sorme, S A - . AA i 1 JOB NAME . 7 ° P.4 14.1-1CF Foot 1 G a u ry TgY BY: AM CHECKED: a Partially Enclosed Structures (Openings in 1 side/end wall) - - _ru N- -- - -- Po�°' / OR. w /ottT PFC Ct.kDD 1.1_ tc.*vciHt� � { - I ' • r r I i 2 SK-2- JOB q 5701. N3 s "•••.. DATE:_ Lt/( /`y SHEET T-(z _ CF 1 -I File: DOl - 01 1 35mm Drawing# ACTIVITY NUMBER D01 -079 PROJECT NAME: JEFF LOGAN SITE ADDRESS: 14028 33 AV S SUITE NO: Original Plan Submittal DATE: 05 -11 -01 Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 AFTER Permit Is Issued DEPARTMENTS: Buildinvision �P '- Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTI G: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: APPROVALS OR CsORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved 'Moult (),K PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete l l Approved with Conditions Not Approved (attach comments) Approved with Conditions n n Planning Division Permit Coordinator DUE DATE: 05 -15-01 Not Applicable ri DATE: DUE DATE 06 -12 -01 DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CO - n 1 1 1 1'IHT 10 '01 ul . Yir n 1 UKWILH uLU /t'W Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: [] Response to Incomplete Letter # C] Response to Correction Letter # t riff Revision # after Permit is Issued Project Name: Project Address: ly tti4 A �RI6 Contact Person: k) i fl foAl■ t Phone Number. S• 743 - I Sr Summary of Revision: 4 v 'L'I s 3o ',t Received at the City of Tukwila Permit Center by: Q Entered in Sierra on Tra: W ILi. FAX 425 -141 161`\( City of Tukwila Department of Community D evelopment - Permit Center 6300 Southcenter Blvd, Suite.100 Tukwila, WA 98188' (206)431 -3670 6 t--o l Plan ChecklPerrnit Number: FAX a: Dr)! MOM O r. 1 MAY 11'1001 Sheet Number(s): "Cloud" or highlight all areas of revision including dare of revision '"_ 53 DATE / - Da) ' k,Dett p tV. TM INC osr3o<oo PWrINF c.aa► 13 00 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -079 PROJECT NAME: JEFF LOGAN SITE ADDRESS: 14028 33 AV S DATE: 05 -11 -01 SUITE NO: Original Plan Submittal Response to Incomplete Letter 11 Response to Correction Letter # X Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required i APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved n 'l'RRoult O(K Sort Incomplete ri Offr (A) -e; e. n Approved [7 Approved with Coy • ions REVIEWER'S INITIALS: Approved with Conditions REVIEWER'S INITIALS: Planning Division n Permit Coordinator DUE DATE: 05 -15-01 Not Applicable No further Review Re uired DATE: S 1 ?5 DUE DATE 06 -12 -01 Not Approved (attach comments) DATE: J - 26- 2001 DUE DATE Not Approved (attach comments) C n II DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 079 DATE: 3 - - PROJECT NAME: JEFF LOGAN SITE ADDRESS: 14028 33 AV S SUITE NO: Original Plan Submittal DEPARTMENTS: B gDivision r/ 4491 Public Works 9, Complete Ef Response to Correction Letter # Z Fire Pr . vention 3 -ZZ-01 Structural .I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri Comments: TUES/THURS ROUTING: Please Route N Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved 'PQNUUII tPO4 Nn CORRECTION DETERMINATION: Approved with Conditions REVIEWER'S INITIALS: Response to Incomplete Letter # Revision it After Permit Is Issued n n Plapr)ing ivisiion ^ I 1 Permit Coordinator DUE DATE: 3-22-2001 Not Applicable C No further Review Required C DATE: DUE DATE 4 -19 -2001 Not Approved (attach comments) Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE 11 DATE: ACTIVITY NUMBER: D01 -079 DATE: 3 -20 -01 PROJECT NAME: JEFF LOGAN SITE ADDRESS: 14028 33 AV S Original Plan Submittal Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works Response to Correction Letter # n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: - VCtl Uti R n 40 1 26 {1 TUES/THURS ROUTING: Please Route Structural Review qui ed C No further Review Required LI REVIEWER'S INITIALS: 1 APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Cpnditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions pi REVIEWER'S INITIALS: /`�WUUII IXK NN PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Planning Division n Revision it After Permit Is Issued SUITE NO: Permit Coordinator ri DUE DATE: 3 -22 -2001 Not Applicable n DATE: 3 _zz 2 491 DUE DATE 4- 19-2001 Not Approved (attar corments) n DATE: DUE DATE Not Approved (attach comments) DATE: PERMIT NO.:1)0 1 osti BUILDING PERMITS INSPECTIONS ❑ 00001 Progress inspection Status ❑ 00002 Prc- construction ❑ 00003 investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation /Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile !Ion= Tic Down Insp ❑ 00072 Marriage Lines 0 00090 Rested iie 0095 Footing Drains 0100 Foundation footings 00200 Foundation Walls ❑ 00250 Foundation insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney 0610 Chimney Installation/A11 Types 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation 0 00801 Wall Insulation ❑ 00802 Exterior hoof Insulation ❑ 00803 Glaring Inspection ❑ 00815 lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre- reruuf * 01400 Final -Fire 01700 final- 13uikling 01900 Final-Rerun!' ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- Mom /Resist Cone Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- lligh- Strength Bolting ❑ 04006 Special- Structural Masonry ❑ 0.1007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special- Shotcrcte ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME: Ji Ah CONDITIONS 001 No changes to plans unless approved by Bldg Div 0010 Special inspection required, notify I3Idg I)iv ❑ oo1 1 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment 0015 Engineered truss drawings & calcs shall he on site O(116 Exposed insulation hacking material ❑ 0017 Suhgradc preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying tire retardant class of roof ❑ 0019 All construction to be done in conformance w /approved plans p "Nu work shall he done in addition to those modifications..." ❑ 0002 Plumbing permits shall hc obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co *0022 Fire retardant treated wood shall have flame spread of 0023 Notify Building Division prior to placing any concrete 0024 All spray applied fireproofing shall be special inspected 0(125 All wood to remain in placed concrete shall be treated 0026 All structural masonry shall be special inspected 0027 Validity of Permit 0028 Rack storage requires separate permit 0003 Electrical pcunks obtained through 1. & 1 0030 No occupancy of building until final insp by Bldg Div 0032 Remove all weeds, concrete, stone flu tnfations, flat concrete ❑ 0036 htanutacturers installation instructions required on site ❑ "Bill maximum allowed per 11 \VA State Fnergy ('olio" ❑ 0035 Contact VW i)iv to obtain insp for %vateu /sewer connect ❑ 0O38 A C of0 will he requited for this permit ❑ 0039 Final approval for all T1 w /in the limits of the S(' Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 'I'MC X❑ 0005 0041 Ventilation is required for all new rooms & spaces All permits, insp records & approved plans available 0006 All structural concrete shalt be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" p "Anchoring -- All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WAItO certified inspector ❑ 0008 All high - strength bolting shall he special inspected ❑ 0009 Bolts installed in concrete shall be special inspected (=I 0031 Comply with requirements ofTMC 16.0.1 ED 0034 Removal of septic tanks require approval and compliance with King Co I lealth Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate.....' ❑ "Water heater shall be anchored...." ❑ "Rerun!' Plan Reviewer: Date: Permit Tech: Date: LI' ACTIVITY NUMBER: D01 -079 DATE: 3 -20 -01 PROJECT NAME: JEFF LOGAN SITE ADDRESS: 14028 33 AV S Original Plan Submittal DEPARTMENTS: Building Division Public Works Complete LI Comments: Please Route Approved 'MRUUtt IXM S M1 PLAN REVIEW /ROUTING SLIP Response to Correction Letter -it Revision tr After Permit Is Issued C TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: it] n SUITE NO: Response to Incomplete Letter t/ Planning Division Permit Coordinator u n DUE DATE: 3-22 -2001 No further Review Required DATE: Not Applicable (11 DUE DATE 4-19 -2001 Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Works Complete i t le Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Y'NRUUII IxX Nrl ti PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -079 DATE: 3 -20 -01 PROJECT NAME: JEFF LOGAN SITE ADDRESS: 14028 33 AV S SUITE NO: Original Plan Submittal Response to Incomplete Letter #____ Response to Correction Letter # Revision . ft After Permit Is Issued C C Fire Prevention ri Planning Division Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete E Structural Review Required APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: Permit Coordinator c DUE DATE: 3- 22-2001 Not Applicable C n No further Review Required DATE: 3- Z.Z 0 DUE DATE 4 -19 -2001 Approved Approved with Conditions n Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -079 DATE: 3 -20 -01 PROJECT NAME: JEFF LOGAN SITE ADDRESS: 14028 33 AV S Original Plan Submittal DEPARTMENTS: Building Division Public Works Response to Correction Letter # DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: C APPROVALS OR CORRECTIONS: (ten days) Approved C CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: Y`RROOI[ t'KM L•N PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Approved with Conditions Response to Incomplete Letter C TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: REVIEWER'S INITIALS: SUITE NO: Revision # After Permit Is Issued Planning Division Permit Coordinator C DUE DATE: 3-22 -2001 Not Applicable ri No further Review Required DATE: O' - - Ot DUE DATE 4 -19 -2001 Approved with Conditions [1 Not Approved (attach comments) DATE: a. DUE DATE Not Approved (attach comments) DATE: Re sion No. Date Received Staff Initials Date Issued Staff Initials Staff Initials f � - ''Staff Initials Summary of Revision: I { s- -Z5/ Summary of Revision: t Akin Received By: y t , f : Revision No. Date Received Staff Initials 1 Staff Initials I Summary of Revision: Date Issued - ''Staff Initials -{( - -p I { s- -Z5/ Summary of Revision: t Akin _ y t , f : `.....For _ Received B y : all .o." Revision No. Date Received Staff Initials Date Issued ( Staff initials I Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date ' Staff - Issued i Initials Summary of Revision: Received By: PROJECT NAME: (? - r 0 PERMI %JO D0)-07 Site Address: 1`I X22 "S A 0 - Original Issue Date: Revision No. Summary of Revision: Date Received REVISION LOG Staff Initials Received By: Date Issued lnt) (please print) ' Staff Initials (please print) (please print) please print) I 00 N0 to U.1 N WO u.a uJ Z � 1-O W U 0 co F- WW U. uj O Date: Q Response to Incompiets Letter 4 0 Response to Correction Letter # Revision # after Permit is Issued Project Nante: T2 L. • l�l cV,a, Sheet Number(s): 1. (12" Sntered in Sierra ca W ILL FAXtl:4Z.6 -141 ICoc\ City of Tukwila Department �f Community Development - permit Center 6300 Southcenter 31vd, Suite .ICO • Tukwila, WA 98138 (2.06)431-3670 FAX Si: r : r .''T` y ' ��f `3, Itn! � �"��"� `l�. �S�Fl 1.1 +�1r �`��/ !'„_ _ i .ti • . � • • Revision submittals must be submitted in person at the Permit Censer. Revisions will not be accepted through the mail, fax, etc Plan Check/Permit Number: On 1 - 079 Project Address: i `1 O'LIC — 15 Au e .S Tc, ku fr wA cI R I6 3? Contact Person: k) i tl Fa rlj Summary of Revision: 0 VI '74 3 o'x "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by Phone Number. 4 12,5 - - 7 - J ss r-r %t DATE: / 11)L'1.) * ECM P I V1 THIS P IN tIL1NG THIS PAGE: mv ..moo i313G70 MAY 11 2001 08130100 11051152 (NMI ItiJ-)7) t (. 11S! 0 00 (: x/97) REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 TOWNCPF099LT 06/30/2001 EFFECTIVE DATE 06/30/1991 TOWN & COUNTRY POST FRAME BLDS 16521 HWY 99 STE B LYNNWOOD WA 98037 -3199 i Signature k11 'ed by DEPARTMENT OF LABOR AND INDUSTRIE J DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL ` Iv,l'� REC3TS - 3titi. DATE CC0 r s►TOWRCPP 9tT :06 /30/2001. EPPECTIV1 6DATE Lt c.'L` O5yr30 / 1J9 I,' TOWN & COUNTRY POST FRAMEsBLDS 16521 HWY 99 STE B. LYNNWOOD WA 98037 -3199 — - 1k I.0 h And 1)i.plav .lic Please Remove And Sign Identification Card Before Placing In Billfold NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. z H w c QQ I J U 00 CO o J = W 0 2 a. Q N D I t _ W z E I- 0 z F- W • W U O N O H W • W CI. O Z W U= O~ z 1 File: D O) I o�► 35mm Drawing# USED LIST OF SHEETS INCLUDED - - - - - - - - - - - - - - - . -• -- ENDWALL POST PER SCHEDULE B. INTERIOR POST PER SCHEDULE K. SHT 1, GENERAL PLANS & ELEVATIONS { { 1 1 I 1 1 . 1 1 i 1 I j 1 11 i i SIDEWALL POST 1 1 PER SCHEDULE A. I ! 1 i t II ! 11 1 / I - TRUSS LATERAL BRACE, I_-i •- AT BUILDIN LENGTH . *I . iRUSY 8'fOM EH0A15 - t - F ------- 11 x PER SHEET T -1, TYPICAL. 1 1 p N j j I I w I I 1 1 a il li i in !1 J 11 H V it II 1 ! !! Ij ! ! I 11 II 1I 1 1 j 1{ 1j 0 it 11 1! !1 II 11 RAKE BEAM PER '= ,. ! 1 { SCHEDULE F AND l i DETAIL 5/2. ( SCHEDULE i FF AT ENDWALL w I OVERHANG) I l i I 1 ii { { 1 ------------ 11 1 ENDWALL do SIDEWALL - POSTS TOE ALIGNED SO { THAT LARGEST SIDE IS N PERPENDICULAR TO WALL. i! ! SHT 4, SPREAD FTNGS & POSTS (14' MAX.) P Hr a. W e N i { 1 z l a j ! j _._._ 1._._._._. 1 . _. 1 1 I { i I 1 1 SHT 7, POSTS - ENDWALLS (EMB. FTNGS) _ I i !! 1 ! 1 I ! I I I I 11 ! i I1 i 1 11 i ! !1 { 1 Ii I I ii I j I 11 i j! 1 ! 11 i ! 'Ri � , SHTS T -1, T -2 AND T -11 USED LIST OF SHEETS INCLUDED SHT 1, GENERAL PLANS & ELEVATIONS SHT 2, DETAILS SHT 3, SCHEDULES & NOTES SHT 4, SPREAD FTNGS & POSTS SHT 5, CLADDING & BRACED ENDWALLS (EMB. FTNCS) SHT 6, CLADDING & BRACED ENDWALLS (PAO FTNGS) SHT 7, POSTS - ENDWALLS (EMB. FTNGS) _ SHT SWB, CLADDING & BRACED SIDEWALLS � , SHTS T -1, T -2 AND T -11 a. J BLDG. LINE AT FA EOE POST (TYP.) [EXPIRES 12/19/ ell 00 PLAN SIDEWALL LENGTH FOR MAXIMUM SEE NOTES 1 & 3 L._ 0 INCH CHINA 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. FOR ROOF SLOPES GREATER THAN 4:12, BUILDING LENGTH TO SPAN RATIOS SHALL MEET THE FOLLOWING REQUIREMENTS: 40' MAX BLDG SPAN & 64' MAX BLDG LENGTH: FOR 5:12 ROOF a10PE.S, USE AN EQUIVALENT BLDG SPAN = ACTUAL BLDG SPAN + 8' FOR SHEETS 5, 6 AND 7. FOR 6:12 ROOF SLOPES, USE AN EQUIVALENT BLDG SPAN = ACTUAL. BLDG SPAN + 16 FOR SHEETS 5, 6 AND 7. 28' MAX BLDG SPAN & 60' MAX BLDG LENGTH: FOR 5: 12 ROOF SLOPF5, USE AN EQUIVALENT BLDG SPAN a ACTUAL BLDG SPAN + 8' FOR SHEETS 5, 6 AND 7. FOR 6:12 ROOF SLOPES, USE AN EQUIVALENT BLDG SPAN = ACTUAL BLDG SPAN + 12 FOR SHEETS 5, 6 AND 7. 4. SPECIFIC BUILDING DIMENSIONS, WALL OPENINGS AND ACCESSORIES ARE INDICATED ON PERMABILT BUILDING DESIGN SHEET. (ATTACHED) 5. REFER TO SHEETS 5, 6, 7 AND SWB FOR MINIMUM LENGTH OF ENDWALL ANO SIDEWALL CLADDING / BRACED WALLS / STRUCTURAL EMBEDDED POST REQUIREMENTS. 6. CONSTRUCTION OPTIONS SHOWN ARE AT THE BUILDER'S DISCRETION. 1 ' iI 1 1ili1ilili1i ,1i1il i l il�_I_ili_I . IIi 1 I I N_ 2 . . 3 SI. b L EL Z.I. 1111 1111111111111111111111111111111111 BAY SIZE (14' MAX) DETAIL 9/2 OPTIONAL EAVE OVERHANG PER DETAIL 2/2. SIDEWALL POST PER SCHEDULE A. GIRTS PER DETAIL 12/2. 29 GA. METAL WALL CLADDING PER NOTE X14, SHEET 3. (OPTIONAL OING ER NO E #11� SHEET 3.) DETAIL 6/2 • : MW! I OPTIONAL EAVE OVERHANG PER DETAIL 2/2. 29 GA. METAL WALL CLADDING PER NOTE #4, EET 3. OPTIONAL CLADDING ER NOTE #11, SHEET 3.) •/, %r A TYPICAL SECTION THRU GRID SYSTEM PURLIN PER DETAILS 3/2 & 4/2 ANO SCHEDULE 0. 1 11 i 11111j . 1j1j . 1l1,1 j 1 _ 11111111111l r" DETAIL 8/2 SIMILIAR METAL ROOFING PER NOTE X14, SHEET 3. (29 GAUGE) 5 6 01.. 6. 8 9 5 b. E t N30 1111 11 11111 11 1 1111111111 1i . 1111111111U1111dIII .11111111111 1111► 1111111111111111111111111111111111 DETAIL 7/2 (OR) DETAIL 8/2 W/ NO POST. FOOTINGS PER SCHEDULE H & J AND DETAIL 16/2 OR PER SCHEDULE U AND DETAIL 16/4 FOR SPREAD FOOTINGS. SPAN TRUSS SUPPORT BLOCK PER SCHEDULE C AND DETAIL 1/2. SIDEWALL POST PER SCHEDULE A GIRTS PER DETAIL 12/2 DETAIL 13/2 FOOTINGS PER SCHEDULE H & J ANO DETAIL 16/2 OR PER SCHEDULE U AND DETAIL 16/4 FOR SPREAD FOOTINGS. 1 i INTERIOR FOOTIN 1 . PER SCHEDULE P 1 I AND DETAIL 16/2 OR PER SCHEDULE W AND DETAIL 16/4 ._ FOR SPREAD FOOTINGS.------ SPAN 12 I RIOR POST PER • HEOULE K. (NOTE: POST MAY CENTER OF POST SPACING METAL ROOFING PER NOTE #4, SHEET 3. (29 GAUGE) TRUSS BY OTHERS (SEE GENERAL NOTES #3.) 1SON NO TYPICAL SECTION THRU CLEARSPAN POST S G \ \11111//� ' —12 -� E CE ( N OTES #4 FLOOR - FLOOR FINISH FINISH R D pR th r° 0 8 a a W O 1 - 0 N z w cc f/) z 0 H W Z W z L ( 0. 0 • [~ w CJ PROJECT 9a- 707 -103 CRANING NAME: 98- 707- 103.0WG SHEET NO. 1 OF 7 68 a 4 N O U3 EAVE HEIGHT ROOF PANELS ROOF PANEL SCREWS FOR PuRNH PER ROTE / SH1 a NNM ►1O PER DETML 12/2 W t3. PANEL SCREWS FOR GIRT PLR J. 14' 5 -161 (M.) BOLTS PER SCHEME C BGff; ROOF P 9a3 CAVE CART STEEL HANGER. 9110504 024 tot" ww/ 104 1 - 1/2' NAILS DOWMI POST TRUSS BRACING PER NOTE 12, SHEET l3 a - 160 EA01 SOC. INSIDE PLY ONLY If 2 -PLY.) ovaidnc own 2/2 SCREIIS R NOTE WALL PANEL SCREWS SHT 3. FOR NOTE / MOCKS SHIM RAPERS AND TO M ATOI WOTH Or W TEIwOR POST. 2 ■ BLOCK EMii SIDE Or POST w/ 10TH TO MATCH POST. 4 Root FOR D OUBLE RAFTERS. . WA PAILS NOTE /4 OR SIR 3. imit4 3/4".1'-0" 14. 1 -1/2 O 1� Z ■ BLOCK EACH _ v 90E or POST w/ MOTH TO MATCH X 1 POST. 4 ■ BLOCK FOR DOUBLE TRUSSES. wA PANELS PER NOTE 14 OR 111. I -I/2• �/- 1. 1.‘• 1 _ 1 /7 941 3. K1 ' T O SECTION AT EAVE Z W o a Q'' Q .4. -SIMPSON AMU 'A23 EACH SIDE Or POST AND LONG LEG ON POST. IOd ■ I -1/2" NALS. TRRISS TOP 040R0 MALI PANELS _. 0 /A % � / //A 16N. LIME TER PER S PULE H AND L TRUSSES S POST PER SCHEDULE A %HOEST o•ENS1ON OF POST U.N.O. ROOF PANEL SCREWS SAYE AS OR R AM BE PER NOTE 14. To I c NAU. P ( SA+E AT CORNER POST) %VEST o2ENSION Or ENOwu. POST U.N.O. SECTION AT ENDWALL W/ TRUSS HAIL 2-PLY RAFTERS TOGETHER w / 101 • 6 " . 0 . 0 . STAGGERED ' POST PE I _ In " POST (PT) RAFTER PER SOIEDULE EOUAL NUMBER EA01 DOE OF POST. PER sear oacasca Jr OF POST U.N.O. .SIDEWALL POST RAFTER CONNECTION 0 \ \ //` < ncncR \\ FOR BUILDINGS MTH A CON= TC AAB. THE \� MAY BE 12 O AC D nu. CCOK �t OF SANE PER NOTE 19, SHT 3. 6' CONCRETE PAD OR BAGS OF COOKIE Mx EMBEDDED POST FOOTING W/ PAD 1 Roar PANEL FOR PUMA PER NOTE f4, SHT 3. CARE (MT w/ 3 -164 246 FASCIA w/ 3 -161 (TYP.) 2 ■6 LOCKOUT EACH 90E OF POST SCREWS FOR NOTE 14, 94T 3. WA PANELS PER NOTE 14 OR 11 91T 3. .11 2 -1 PORN Or POST SECT. AT EAVE WITH OVERHANG RAKE BEMI PER SCHEDULE FF NO RAKE OR BLOCK THIS 90E WHEN SINGLE RAKE ALLOWED LEAN -TO METH. ROOF TO MASTIC N 1474 1 1*I ROOFS TO RP EA. WREN TO OVE OKCO LA TO W/ WHEN tE TO POST -/ ROPE AN 111.1 IfSS . HAI Y PE yy THAN oPE / 1 64 STUB MOTH T / 4 - to DIATOM SIDE POST fip AT • RAFTERS PE I.LE 0 MID :ALE R SOEOUIE G SCE OF A LEAN -TO /BUILDING CONNECTION 1'■ I' -0 .si•Y • w ISISJ POST OENM. EA04 CH EA RAKE 11 �n I In wML ORT PER . 14, 94T 3 1 �1J �r : w/ 3-164 ENO 0 -161 RAKE TO NAU. POST FOR ComvMOuS RAKE. (5-16d FOR SNGLE SPIN MC AT COWER POST.) DTP.) 2 4 BLOCK w/ NOTH TO MATCH POST. W/ 6 -164 (TTP.) w/ 12 -164 FOR AM - RARE BES.) ODEST OBE Or ENO NA.L ' . 11.0. SECTION AT ENDWALL W/ OVERHANG 1 " ■1' -0" 0 FOR 1 -0' 6x BLOCK w/ TO MATCH PORT WIDTH 160.4 0.C. TO LOOKOUT EACH SCE -164 (TYP.) ‘6 1 BAY WROTH ST. f-�-- Or PO OH mom. 1 P051) AIL FACE N POST W _. 1-144 ER PLAN VATI 64 • IV 161 N .• • MAY NOT BC REO'D. . K. RIOR POST BRACE EACH LOX or TO 4 24" MAX. • K NOES E (2) 161 CA. LOOKOUT TO 2114 BLOCK 4 -160 (TYP.) BOLTS PER OULE C ■ ROOF VT MICE 3 BEAM PER NOTE f4 TlTR - 3UIS NAIL t 1 - I/2 TOE N L 244 T -ORT TO POST IV/ 2 -144 ACE NAIL 244 POST w/ 6 -160 OCR EACH SCE FOR • S. (22 3/4' 1 BOLTS FOR 0 RAFTER SPAT RC 3/4' • SOTS 0' SPAN (14' U* FOR SEE OETA3. ROOF PANEL SCREWS FOR RAKE BEAM PER NOTE 14. 9 3. BAY WIDTH BOIL TYPIC/L OCT wAU. SE • Of 77 • , 2 -161 MEW. 10 TRUSS TRUSS 1040M .L 1 MAILS P RAPP 3 -164 TO BLOCK NCR( BRACING ET 13 x x ENOWILL POST LINO. SECTION AT ENDWALL W/ OVERHANG •11 C :21 T =�'l i■_ 1SSXX MAY NOT IX RE0'0. MULE DI. ALTERNATE LOCATION or TIE STRAP BSOFJ TIE : 1 mi. w . 1 -1 /2' - M TYPICAL EA GIRT SP ICE -2 -10d ■ 1 - I/2" NALS AT EACH GIRT 16 -1 . 1111% 0 111;g: ~ v 10P OF CONCRETE SHOW IS rat BRACED 'PER SHEETS OF 7 STRAP CAVE 24' MAx. PURLIN WA PANEL SCREWS SM1E AS FOR GIRT PER NOTE 14. SHT 3. 2■6 FASCIA W/ 3 -16d TRUSS TOP 04010 E POST 6: 7 PNELS 3 - 161 EACH CIRr 90WA Posr , (MOOED POST 6 � 11 0, SSHEET 3. IE1O MOUND POST COMM 9L .(1R) TOP ' oar R SIZE PL PURLIN..SPI -ICE DETAIL 1'. -0' TOE NAIL T -ORT TO POST w/ 3 -164 246 HART. FACE NAIL TO POST w/ 3 -161 ORWEN AT MCLC. (TYP.) WALL PANELS PER S 3/4 OR /1t. nom ALTERNATE GIRT: 2442 T -ORTS • 24 0.C. W/ 2 -161 PER COIRCCT10N 1 4411. 1 / 3-16d 2 46 T-ORT. MAIL 1 1 1 1 5 G E 0 C. W (YP.) ALT 0.131' 0 ■ 3-1/4 LONG NAIL • 12 ac. WALL GIRT DETAIL 1 \ 5/1" GYPSUM WALL BOARD TYPE "X BLOCKED AT E0GE5. USE 64 COOLER OR WA BOARD IIM.S 011 EOUAL • 7' O.C. POST TO BE COWERED W/ GYPSUM WALL HOUR POST + IMMIII•01allI• 1 NOTE: MO TRUSS/POST CONNECTION PER CCTML 1/2. 5 SMEATHNG TYPE -v ". .• S1 WO. 6' 0.C. T -ORT • 24" 0.0. SEE OETM. 12/2 FOR T -011 NAL10. 9Hr PER 4 Olt 111. IRE SEPARATION WALL WALL PANEL SCREWS FOR GIRT PER NOTE /4. ST 3. 161 GALVANIZED • 10 0.c. 2■6 P.T. GIRT TRUSS MOOR SIMPSON 'META I6• IY/ 16d NAILS. MO AROUND POST MC (2)__ANC40115 PER (EA04 ( A EE ) ANCHOR FOR CORNER POSTS. ECM- USE P.T. T-ORT AS PER OCTAL 12/2 AT BASE OF MALL THEN NO SLAB. BASE GIRT DETAIL 1 •■ 1' -0' TO TOP' ERO 'OF 2 w/ (3) 161 NAILS. (2) I/2 "• DIB ttl) led EA. 2X10 TO PoST 7,4 P.T. 2410 P.T.. EA. 90E OF POST. PLACE FRO 2" M 001TKx1. 1 -(1 •I GRID t NM. �N IIIi��I l 1 4=u 1 1 u ■ ji j is 4.3" --'4' 4" CONCRETE FLOM SLAB 4 MCC C10E0 2' • x 4' DEEP FTNC 4% OR 6x POST IL M0 d: FEN. � OC BAt O1L1 /7R SHEARWALL & BRACED WALL POST ANCHORAGE SEE SLEET 5 OR 6 OR S*B ! _ rte• H , . • TRUSS OATS PER OEM. 12/2 a - 10d (TYP.) 4 -114 A 700443. 744 Tot TO Z' -o EXPIRES 12/19/6i ROTC: moor MR aw. mans • 111sss • EC PER oum 1 90STRNTO0TTH TO 0001 ha NAILED TO POST w/ 5 -161 WALL Ct1DONO 291 908 TO EO BLOCKK w/ 4 -104 POST PE 2■1 OA 6\\ SECTIO A -A GIRT NALCO TO STIFFENERS 1 3/6 1110 L 1 41. O.C. ED TO OW C -AETAL i W/4.1. PN 1.S ' DUTCH GAMBREL DETI�t�\(��fl � 1/2 " ■1' -0' ' � N W a %CN 4 N a. 0 N 1111 . 1 1.. 0 INCH CHINA ROOF PANEL SCREWS FOR PURLIN PER ROTC 1 SHT 3. 244 BLOCK. NAIL TO EA04 TRUSS 11/ 2 -164. ANGLED. NAIL EACH PURLIN TO EA04 BLOCK k TRUSS W/ 2 -161 AS 9401191. NM. PURIM TO PURUN SPLKE PER DETAIL 4/2. 164 KM. EACH PURLIN TO BLOCK. (NOT 5I0M11) 160 NAILS SPEOF[0 ABOVE MAY BE 0.131' OA. ■ 3 1/4 LONG & SAYE 0UN41 Tn 2 L TRUSS 011 RAFTER 0 SECT. THRU PURLIN AT TRUSS /RAFTER 2 111111 1 1 3 1'l BOTH SPUCE C0401c*RATI0KS ARE EOUALLY STRONG. EITHER ONE MAY BE uSE0 AT THE BUILDERS DISCRETION. 164 EACH 900. (1190E Y r 2 -PLY.) l' -6" LIP (YIN.) PUR1N PER SCHEDULE 0 1'-V LAP (1IN.) 3 -160 POI DC OF LAP POST AS 90M4 OR (5) 0.131 01A ■ 3 1/4• LONG EACH ENO OF LAP TRUSSES 011 RAFTERS (TYP.) RASTER PER SCHEOULE 5 E H 0 11 P Oi t MATCH Pr)ST. 4 OCtr POST DUIK ION 2 ■ LEDGER PER SCEDULE F. NNL 164 • 120. O.C. STAGGERED. POST PER SCHEDULE B LEDGER 91PPORTS PURNS MC NEED NOT EXTEND TO OR A1TA04 TO POSTS. 5 -161 EA04 DOI DOE 91.? ONLYY 'W 1 1 1 1 . 1 1 . 1.1 1 1 1 I I i I ; 1 1 . . 1 1 I i i I I I i 1 I C I G A R 5 6 9l • VI. £I. Zl 'l,3. .O1. 6. 8 . L 9 5 b £ Z bp 11111111111111111111111111111111111111i111111111111111111111 I11111 w liI11 ROOF PANEL SCREWS FOR RAKE PER NOTE 14. 90 3. SECTION AT RAKE 3 -164 AT POST 1' -1' -0" 2 . moot EM71 OF POST W/ TROTH 11•04 POST. 4 DOUBLE RATT TO POST�N OEM PER SCH r 3 led RAKE TO EACH MORN 10 -164 RAKE TO 9051. (5 -160 AT CORNER POST.) 2 • BLOCK W/ MOTH TO MATCH POST. NAL W/ 12 -16a (6 -164 AT COWER POST.) WILL PMIE1.5 WEST 0(UCN9N OF EN0*A1.1. POST U.N.0. 77 DGE POST /RAFTER CONNECTIO 2 EACH EACH H SO DIEAHe[R 9(111 9ER • 92E TO MATCH POST OR BALD TO MAT04 3-161 POUR 0 BLOCKDK K (1TP.) Poor 9A4Et. wows FOR RAKE PER NOTE 14, 5*13. 3 -164 RAKE TO 16d • 4' O. ' amm RAKE TO 10-1 • TO POST. (5 -1 Al CORNER POST.) BLOCK w/ wRITH 0 HATCH POST. NAIL W/ 6 -160. 3 -16d AT =MICR POST.) 6 BLOCK. TO (14104 OPE. 6 -164. WALL P 010 K•3. POST ME1M. ROOFING CONTINUOUS PER SOEOKAER RAFTERS OS 9g*N) OR TRUSS TOP 040R0 11 �T14L 0 ED RAKE BEAM 88 NO POST RIDGE CONNECTION Z 1'.I' -0 ) ; THIS DEU& IS ALSO APRICJ$E FOR RAKE BEAMS CMIT3t*cwo OVER 0.21ALL POSTS. PROJECT 98- 707 -103 DRAWING NAME: 98- 707- 103.OWG SHEET N0. 2 OF 7 0. a 0 013 a z s SAY SIZE ` •, 12' 2X6 • 24 •.C. HF NO. 2X6 • 24" 0.C. DFL NO. 2 10' (2)2X10 ' (2)2X12 (1)2X12 r ` _(2)2X12 X1 2X10 SCAB W , 7 (2)2X12 OFL NO.2 NO.1 12' Pv 2X10 ..i MENEM (2)2X10 DFL NO.1 6X6 BAY SIZE 10' PURLIN /SPACING 2X6 0 24" O.C. HF NO. 2 2X6 • 24" O.C. DFL NO. 2 12' 2X6 • 24 •.C. HF NO. 2X6 • 24" 0.C. DFL NO. 2 14' 2X6 • 18" 0.C. HF NO. 2 2X6 OFL NO. 2 • 18" 0.C. 2X6 • 48" 0.C. + (2) 2x6 • 48" 0.C. (ALTERNATING) -HF BAY SIZE SAVE HEIGHT TO 11' 12' 14' 15' 16' 10' 4X6 4X6 4X6 4X6 6X6 12' 4 • 4X6 4X6 6X6 6X6 14' 4X6 4X6 6X6. 6X6 6X6 BLDG. WIDTH (SPAN) EAVE HEIGHT TO 11' 12' 14' 15' 16' 20' OR 30' 4X6 6X6 6X6 6X6 6X6 22' OR 32' 6X6 6X6 6X6 6X6 6X6 24',34' OR 36' 6X6 6X6 6X6 6X6 6X6 26',38' OR 40' 6X6 6X6 • 6X6 6X8 6X8 28' 6X6 6X6 6X6 6X8 6X8 NOTE : FOR ALL EAVE HEIGHTS LESS THAN 11' USE 4X6. BLDG. WIDTH (SPAN) BLDG LENGTH NO TIE / TIE STRAP PER DETAIL 11/2 BLDG. LENGTH QTY NAILS 6 36' MAX. 37' TO 60' 5 Loir 20_ 24' . 44' MAX. 45' . TO 72' 6. 48' . 49' TO 84' 7 32' 56' MAX. 57' TO 96' 9 36' 60' MAX. 61' TO 108' 11 40' 64' MAX. 65' TO 120' 14 NOTES; 1. NAIL OTY'S SHOWN ARE EACH 0 0 0 NOTE : SIDEWALL POST SCHEDULE ALL BUILDING WIDTHS TO 40 ALL CORNER POSTS 4X6 - ORIENTATION NOT CRITICAL EXCEPT IF ADJACENT TO AN OPENING THEN WIDEST DIMENSION OF POST IS TO BE PARALLEL TO THE THE WALL OPENING. PURLIN SCHEDULE INTERIOR RAFTER SCHEDULE GRID SYSTEM S Y 10' RAFTER SPAN 10' 12' .. 14' X10 (2)2X10 1 N0.2 .2 (2)2X10 H.F. N0.1 li 2 HF NO.1 ( 2 (2)2X12 + (2)2X12 SCABS 2)2X12 DFL N0.2 (2)2X10 OFL N0.1 + (2)2x8 SCABS 4)2X10 (2)2X10 + (2)2X10 SCABS (4)2X 10 (2)2X12 + (2)2X12 SCABS (4)2X10 HF N0.1 (4) • DFL N0.2 NOTE$ : 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, ANO NAILED TO RAFTER W/ 10d AT 12" 0.C. (STAGGERED). FOR SPANS WITH CANTILEVER DO NOT USE SCABS. USE DOUBLE THE QUANTITY OF MAIN MEMBERS. 0 ENDWALL POST SCHEDULE ALL BUILDING WIDTHS TO 40' AT 26, 28', 36', & 40' SPANS. USE 6X6 RAKE BEAM W/ OVERHANG SCHEDULE w 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 5D/2. SCAB INTERIOR POST SCHEDULE 10d • 12" 0.C. (STAGGERED) 0 POST FOOTING SCHEDULE (WITHOUT CONCRETE SLAB) 24" DIA. 0 INCH CHINA x THESE POSTS TO BE BRACED PER DETAIL 17/2 OR USE 6x6 POST. 24" DIA. X 24" DIA. 1 24" DIA. • 24" DIA. 24" DIA. NOTES; 1. 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. m PROJECT 98- 707 -103 SHEET NO. 3 a 7 SI z m m m 1 i Z 0 E-4 DRANK NAME: 98- 707- 103.OW0 TRUSS BLOCK BOLT SCHEDULE 3 4" 0 MACHINE BOLTS W/ WASHERS BAY SIZE 10' 12' 14' TRUSS SPAN 36' 30' 2 2 2 2 3 2 3 3 40' 3 3 4 SEE DETAIL 1/2 RAKE BEAM SCHEDULE BEAM SPAN. 10' 12' 14' 2X10 W/ 2X4 LEDGER ( OF N0.2 AT 14' BAY DETAIL 5A/2 2X12• W/ 2X6 LEDGER ... .,, rh* �,.._ AIL 5A (2) 2X12 W/ 2X6 LEDGER DETAIL 58/2 LEAN -TO INFORMATION 0 BLDG TO BE CONSTRUCTED ADJACENT ON T• •DEO WALL OF MAIN BLDG. LEAN -TO = OSTS ARE TO BE 4X6 HF ALL POST H . -TO BLDG FTNGS x 4' DEEP. SIDEWALL POSTS OF AIN S tr SUPPORTING A LEAN -TO STRUCTURE % . SCHEDULE A, SHT 3 OF 7. 4X6 POSTS SH HAVE (1) 2X6 P.T. SCAB, 3/4 FULL HT & ,, *' . GROUND LEVEL, W/ (2) ROWS OF 16d • SHALL BE 2'0 WITH DEPTH PER ': E H OR T 3 OF 7 ENDWALL P A LEAN - SHEE PER ITS 5, 6, OR 80 THE MAIN STRUCTURE • • RTING +CTURE SHALL BE PER SCHE (6X6 POST MIN.). FTNGS SHALL SCHEDULES H OR J, SHEET 3 OF 7. 7 & SW8 FOR CLADDING REQ.'S, IF ANY. 24' USE 24" EAVE GIRT TIE STRAP SIDE OF SPLICE. 2. SEE SHEETS 5, 6, 7 AND POSSIB •, ER PLICE 5 l' t71. £ l Zl � t 01 6 8 9 9 111111111 111111 11111111111111111111111111 1IL111I11 111111.1111 1111111,C 11111111. 1111. 111111111 ►111111111111111I1111111111 NOTE;. 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 AND 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 ANO WITH THE TRUSS DESIGN DRAWING. 3. THE DESIGN SHOWN ON THESE SOAS: so N SNOW IGN LO D PSF SOIL BEARING: 25 2000 PSF LATERAL: 200 PSF / FT SEISMIC ZONE: 3 4. ROOF & WALL METAL PANELS SHALL BE 29 GA BHP NOR CLAD, OR EQUAL, HAVING 80 KSI 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" 0.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 & BLOCRD ROUGH SAWN 6 . EMBEDDED KING: HF STANDARD AND BETTER 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. 6 B FOR REQ �l�IS10� �1' 1'� I'I I'I '1'1'I 1 I� I �I' IiIII' I� i 1 F 1i1� _ , p 1~'f' '�_ il�1i III I1 - [ I POST FOOTING SCHEDULE (W/ CONCRETE SLAB) PLANS ARE FOR MISC. STRUCTURES AS DEFINED BY U.B.C. SECTION 1624 AND FOR ENCLOSEQ STRUCTURES ONLY. WIND LOAD_:_ 80 MPH, EXPOSURE 8 (25X REDUCTION IN WINO STAGNATION PRESSURE ALLOWED.) OF DEPTH 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, 4" MAXIMUM SCREEN SIZE AND DRY ENOUGH TO BE COMPACTIBLE. GRAVEL COMPACTION SHALL W BE BY MANUALLY TAMPING WITH A 20 POUND MINIMUM STEEL TAMPING BAR IN LIFTS NOT TO PERFORMANCE OF EXCEED 8 ". IMPORTANT; BACKFILL SHALL BE WELL - COMPACTED FOR PROPER PRESSURE OF 00 / ILOIN T DESIGN CE OF 'POSTS. ON ON -SITE SOIL BE USED PROVIDED IT MEETS THE REQUIREMENTS AT PREVIOUSLY LISTED. 10. STEEL STRAP SHALL BE SIMPSON CS16 OR EQUAL. 11. 19/32" T1-1 1 OR LP SIDING MAY BE USED IN PLACE OF METAL PANELS ALONG ENDWALLS 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 BEEDGE EDGES NAILED SIDING WITH 6d AT 4 " 0.C. IN ACCORDANCEWI H E MANUFACTURER S CATIONS. 12. CONSTRUCTION OPTIONS WHERE SHOWN, ARE AT THE BUILDER'S DISCRETION. 13. NAILS TO BE COMMON WIRE, UNLESS NOTED OTHERWISE. 14. a) WHEN DOOR /WINDOW ASSEMBLIES OCCUR IN ENOWALL$ AND AS LIMITED BY SHEETS 5, 6 & 7 OF 7, EACH SIDEWALL TO HAVE THE MINIMUM CLADDING SEGMENTS LENGTHS OF: 11' FOR UP TO 28' MAX SPAN 17' FOR 28' < SPAN 40' b) WHEN DOOR /WINDOW ASSEMBLIES OCCUR IN SIDEWALLS, EACH ENDWALL TO HAVE THE MINIIMUM CLADDING SEGMENTS LENGTH SHOWN ON SHEET SWB. 0 FOOT 1 esemramiesinessaammoin POS SPACING 24" DIA. EAVE HEIGHT 24" DIA. 24" DIA. 24" 0 FOR SPANS EXCEEDING: POST SPACING 10' 12' 14' SAVE HEIGHT TO 10' DIA. 18" DIA. 12' 18" DIA. 18" DIA. 18" DIA. 13' 18" DIA. 18" DIA. 18" DIA. 14' 18" DIA. 18" DIA. 18" DIA. 15' 18" DIA. 18" DIA. 18" DIA. 16' 18" DIA. 18" DIA. 18" DIA. 34' USE 24" DIA. 28' USE 24" DIA. 24' USE 24" DIA. NOTES: 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. FOOTINGS: 18" DIAMETER, 4'0 A ,Li 2 9 Zao� Mi a 8 h 7 0 0 a 0 + 20' 22' 24 26' 28' 30' 32' 34' 36' 20' 10.. 10.4' 10.6' 11,0' 11,4' 11.6' 12.0' 12.2' 12.6' 13.0' I 24' 12,0 k 12.8' 13.2' 13.6' 14.0' 14.4' 14.8' 15.2' 1 .2' 15.8' 28' 14.0' 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' 18 19.3' 19.9' 32' 16,0' 16.6'•' 19. 17.6' 19.8' 18.2' 20.4' 18.6' 21.0' 19.2' 21.6' 19.6' r �* `d 22.6' 20.6' 23.2' 21.2' 23.8' 36' 9.0' 9.3' 40' 10.0' 10.4' 10.7' ` .0' 22.6' 23.2' 24,0'F • 15.4" 25.2' 25.8' 16.8" 42' 10.6' 10.9' 11. i' 11. 23.7' 24.4' 25.1' 5.8' 26.4' 27.0' 27.7' 48' 12.1' 12.4' 12.8' 13.2 13.6' 14.0' 2:4 29.4' 30.2' 31.0' 31.8' 52' 13.1' 13.5' 56' 14.1' 14.5' 13.9' 15.0' 14.3' 15.4' L 7 15,1 15,1' 16. YA. 16.7' 32.0' 17.2' 32.8' 17.6' 33.8' 36.2' 34.4' 37.0' 60' 15.1' 15,5' 16.0' 16.5' 17.0 17.9' 18.4' 18.9' 19.4' 39.6' 68' - - 72' - - 76' - - 80' - - 18.2' 19.2' 18.7' 19.8' 20.9 111frA 19,24L � �,� 22.6' 20. • 22.1' 23.3' 20.3' ® Ogil 1W1 20.9' 22.1' 23.3' 24.5' 21.4' 22.7' 23.9' 21.9' 22.5' 23.2' 24.5' 23.8' 25.1' 25.2 • 25.8' 26.4' 84' - - 25.0' K� 23.8' 24.4' ®\ 5.8' 26.4' 27.1' .4 27.8' 88' '12.6' - - 25.6' 26.3' 1 27.7' 28.4' 29.1' 92' • 12.5' - - - 27.5' 28. 29.0' 29.7' 30.4' 96' p - - - • - 28.7' 29.4' •.2' 31.0' 31.7' 100' - - - - - 30.7' 31. ' 32.3' 33.1' 104' - - - - - - 32.7 3.6' 34.4' 108' - - - - - - 34.0 8' 35.7' 112' A - - - 19.2' 19.8' 20.5' 21.1' 36. ' 37.0' 116' AM - - - - - _ _ - - - 38.3' 1 , _ _ _ _ _ - - - - - 39.7' + 20' 22' 24 26' 28' 30' 32' 34' 36' 38' 40' i 20' 8.4' 8.6' 9.0 9.2' 9.6' 10.0' 10.2' 10.6' 10.8' 11.2' 11.6' 24 ' 24 , 10.0' , 10.2' , 10.8' , 11.2' , 10.6' , 11.8' , 12.2' , 12.6' , 13.0 , 13.4' 13.8' . � ) 0‘DOOWD8@®@@©@@@@@@i l, ' 11.6 12.2' -' 13,0' 13.4' 13.8' 14.4' 14.8' 15.2' 15.6' 16.2' 30 12.5' • 13.0' • 13.9 14.4 14.8' ' 15.4' 15.8' • 16.3' • 16.7' '17.3' 42' 48' • 13.4' 13.8' 1 14.8 • 15.4" 15.8" 16.4' 16.8" 17.4' 17.8'' 18.4' 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' 6 20.2' ' 20.8' • 21.6' • 22.2' * 22.9' • 23.5' 6 2 4 .2 ' 48' • 10.0 ' 10.4' 9 21.6' '22.2 "23.0 "23.8" 24.6 "25.4 ''26.0 ' 26.8 ' 27.6' 52 10.8 • 11.2 '11.7' 24.2' 25.0' 25.8 26.6 27.4 28,2 29.0 30,0 56' 11.7 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' '14.9T [' 30.8' ' 31.6' 32.6' • 33.6' • 34.6' 68' - - 1 '15.2' ' 15.8' *16.3' 16.9' 17.4' 17.9' _' 18.5' 19.01'39.2' 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' tTH 20' 22' 24' 26 • • 30' • • • . 36' 0 0000000000000a000a000) 40' t: a001 28' 0 - O 00 . O 00 O 00 - O 0® V O 0C 30' �C 28 00 00000' ►►►►►►►► 32' I 100000000@ o ` 0 0 ► ► ► ► ► ► . . ► 0000x 0000000 . . . ®®®®®( 000000000 0 ► ► ► ► 1 ►000 00000000000000 ► . � ) 0‘DOOWD8@®@@©@@@@@@i l, 36' . . - )cxxxx 00000000 e oloolooc 32' G _ 36' 40' U_ 40' �- B -- 48' 1 56' 45 cel_ • _ - -- 60' 68 72' 76' 84 88' _ -- _ _ - -_ I 42' 48' 104' 108' 1 . 52' 120' 56' - _ _ _ 60' )1C 68' 72' 76' 80' 1 . 84' 88' 92' I . 96' 100' 104' 108' 1 116' - - - - - - - 120' - - - - - - - tTH 20' 22' 24' 26 28' 30' 32' 34' 36' 38' 40' t: a001 0 0 - O 00 . O 00 O 00 - O 0® V O 0C O oC �C 28 00 00000' ►►►►►►►► I � _ 000 0008 ► ► I ► ► ► ► ► ► ► ► ► 00000000 o rd 00 100000000@ o ` 0 0 ► ► ► ► ► ► . . ► 0000x 0000000 . . . ®®®®®( 000000000 0 ► ► ► ► 1 ►000 00000000000000 ► . � ) 0‘DOOWD8@®@@©@@@@@@i l, . . - F '- )®®®®®@©©©© o 000000000 . . - )cxxxx 00000000 e oloolooc 32' G _ 36' 40' U_ 42 �- B -- 48' 52' 56' 45 cel_ • _ - -- 60' 68 72' 76' 84 88' _ -- _ _ - -_ 92' 100' 104' 108' 112' 120' - - _ _ _ LEN LEN Eave HF '. (Hl = 12' max. BRACED ENDWALL Roof Slope Ala MINIMUM LENGTH OF ENDWALL CLADDING Note; Se gmenta to be min. D/3.5 (min. of 2' -8" long -8' Eave) (See Note 8) D = Door Height FO .. _ . TS � ,,,,,,. �,�� ,, ��un•an n (4/4 s - CRAPS EA. SEGMENT S11t. TO o MAY BE USED FOR H ALTERNATIVE W • ONLY ONE NTSD A , 2) 2.5EGMENT (2)_ STRAPS EA. NOTED ABOVE. H AS SEGMENT (SIM. TO o(� ) MAY BE USED AS AN ALTERNATIVE • ONLY ONE ENDWALL, o I- �wz O d' ° p \ i. 3 =c1 g e/32 006 PWE+OT/) z�a ° zaX : °g' CO ONCE.. LENGTH LEN SPAN I '1 1111j111i+I1Iil 1 0 INCH 1 - - 2 .. CHINA i Eave Height (H) = 16' max, Roof Slope 4:12 MINIMUM LENGTH OF ENDWALL CLADDING Note; Segm (See ts en ote 6) to be min. D/3 D = Door Height '• N 22' 24' 1 26' 28' 3n ' BRACED ENDWALL 91 . t £L J. :`Lil . 6. 8 . L 9;.; g b E Z Wb0 111111111111111111111111 1111111 1 1 11 111 111111111► 1,1111IIIIIIII1III1III11111111111111111111111111111, i111111111111111111111111111111111i1111 i 11111 N a' + ONAL s 12/19 () (1) 5 r , k k; o (2) STRAPS d 27 5 MIN. -12' HT a' MIN. -1e' HT (2) STRAPS 0 4B (1) STRAP 5' MIN 21. HT 0' MIN. -1a' HT 1 10' MIN. -12' 111' la' MIN. -18' HT (2) STRAPS V 10' MIN. -12' HT 18' MIN. -18' HT 5'MIN -12'HT a' MIN. -18' HT -44 - MINaoHT 10' M N 12' HT 18' MIN. -18' HT la' MIN. -18' HT 10' MIN.-12' HT 10' 1• 12' HT o 1\1 CA 0 2 (1) STRAP N' r . (2) STRAPS (1) STRAP (2) STRAPS 1j2" CDX PL►0 MAY BE SUBSTITUTED FOR BRACED WALL TYPES A - C USING SAME WIDTHS. ALL PLYWOOD EDGES MUST BE LOCKED, MIN. 3" NOM. USE 8d NAILS: EDGE • 3" O.C. INTERMEDIATE FRAMING • 12" O.C. STAGGER PLYWOOD SHEETS. 1 0 0 tri p "y4;'' ` 5 6 z = ° a z o ` ' ' ° w 3 mw C4 43 Ps o 12:I Oa 0 = 6-1 = Z a4 aA Tw °w w za a= 3 o 4044 o rand w V V EXPIR A IS� NOTES; 1. THIS DRAWING IS INTENDED FOR USE WHEN THERE ARE DOOR /WINDOW ASSEMBLIES IN THE BUILDING W S 1-? OF E'i aC SWR, PLANS WIND N80MPH, W XP B. 2. FOR A 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 ENDWALLL. THE BRACED WALL TYPES BELOW. 3. IN BRACED WALLS THE BRACED SEGMENTS MAY BE LOCATED ANYWHERE ALONG THE WALL. BRACED PANELS STRAPS ARE TO QUANTITY INDICATED C BRACED WALLS TO BE CLADDED. 4. THE BRACED ENDWALL TABLES ARE FOR no ENDWALL. USE 4X6 P.T. FULL HT POSTS EMBEDDED INTO 2' 0 X 4' DEEP FTNGS • EACH END OF EACH BRACED WALL SEGMENT FTNGS REQUIRED UNLESS SCHEDULE ON SHEET & OF 7. 5. FOR NON- TRUSSED ENDWALLS, W/ DOOR /WINDOW ASSEM.'S & ALL ENDWALLS FOR BLDG LENGTHS > 60', USE 1) A CONT. GIRT (FULL SPAN LENGTH) • TOP OF ENDWALLS OR 2) USE SIMPSON CS16 -(16) NAILS EA. END, SIM. TO DTL 11/2. 6. FOR ENDWALLS 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 6 OF 7. . 1SE 8' OF ADDITIONAL CLADDING OR BRACED WALL TYPE () FOR EACH ENDWALL(S) SUPPORTING THE LEAN -TO STRUC. BRACED WALL TYPE: SEE NOTE SIDE PER NOTE 4, TYP. CH 5' MIN._ 12 EAVE HT 8' MIN. -16' EAVE HT MIN.-12' HT MIN. -1e' HT (2) STRAPS (1) STEEL STRAP • SEE NOTE 5 EMBEDDED POST EACH SIDE PER NOTE 4, TYP. (1) STRAP 1213 _ 18' MIN. -16' /IT ▪ M Z • g c A • � 2 ; • M A v M E-• E x u z z • cn z E'+ m on W ; z 1 U a as z SHEET No. 5OF7 PROJECT 9a- 707 -103 DRAWING NAME: 98- 707- 103.1AG a. a N c U3 '4 FOR EMBEDDED FOOTINGS WIND: 80 MPH. ;TH 20 20' 22 22' 24' 24 26' 26 28' 28 30 30' 32 32' 34' 34 36 36' 38' 38 40 ' 20' 0 U 0 (A) (A) (A) CA) n ® ® n 24' 0 0 0 0 0 0 0 0 0 0 0 0 28' 0 0 0 0 0 0 0® 0 0 ® 0 30 0 0 0 0 0 0 0 0 0 ®. 0 32' 0 0 0 0 0 0 0 0 0 0 0 36' 0 0 0 0 0 0 0 0 0 0 0 0 40' 0 0 0 0 0 0 0 0 0 0 42' 0 0 0 0 0 0 0 0 0 0 0 0® 0 0 48' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 52' A 0 56' 0 0 0 0 0 00 0 80 0 0® e0 60' 0 0 0 0 0 0 0 0 0 0 0 68 ' - - 0 0 0 0 0 0 0 0 0 72' - - 0 00 0 0 0 0 0 0 0 76' - - - 0 0 0 0 0 e 0 e0' - - - - 0 0 0 0 0 0 0 84' 0 0 - - 60 0 0 0 0 0 - 88' - - - - - ® 0 0 0 © © 92' - - - - - - © 0 © - - 96' - - - - - - 0 © © © © 100' - - - - - - - © © © © 104' - - - - - - - - © © © 108' - - - - - - - - © © © © © 112' - - - - - - - - - © 116' - - - - - - - - - - 120' - - - - - - - - - - © NTH 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 40' 20' O 0-11110 o M IBlI[olEo I I OM MI Ol 24' 0 0 A 0 0 0 0 O 0® 28' 0 0 0 0 0 0 0 0 0 0 0 30' 0 o A_ 0 0 0 0 0 0 0 0 32' 0 0 CA) 0 0 0 0 0 0 0 0 36' 0 0 0 0 0 0 0 0 0 0 0 40' 0 0 0 0 0 .0 0 0 0 0 0 42' O 0 A) 0 0 0 0 0 e0 n l) 48' ® 00 _ - 0C 0C 0C 0 C 1 O C 0 c E 56' 60' I 68' _ A) 72' - - 0 0 0 0 0 0 0 0 0 7 6 ' - 8 0 ' - - - - 0 0 Lai 84' - - - - 0 0 08 e0 0 e0 80 88' - - - - - e0 0 0 0 0 92' - - - - - - 80 0 0 0 © 96' - - - - - - 0 0 0 © © 100' - - - - .- - - ® O 0 104' - - - - - - - - © Me 108' - - - - - - - - © © © 112' - - - - - - - - - (C) n 116' - - - - - - - - - _ 120' - - - - - - - - - - 38' 11.8' 11.8' 23.6' 40' 12.7' 12.7' 42' 10.4' 11.6' 10.4' 11.6' 13.O'I 14.4' 15.8' 17.2' 16.2' 17.0' 17.8' 17.0' 17.8' 18.6' 26' 28' 30' 18.4' 19.4' 21.6' . 22.6' 23.4' 24.2' "25.0' 25.8 18.8' 20.4 22.0' 24.0' ' 25.0' ' 25.8' 26.6' ' 27.6 24.8' 25.6" 26.6" 27.4' 28.4 21.8' 22.6' 26.4'' 27.4' '28.2' 29.2' 28.0' 29.0' ' 30.0' 28.8' ' 29.8' ' 30.6' EXPIRES 12/19/D LENGTH LEN SPAN 112' 116' Eave (H) = 12' max, Roof Slope 4 :12 MINIMUM LENGTH OF SIDEWALL CLADDING Note; Segments to be min. D/3.5 (min. of 2' -8" long -8' Eave) D = Max. Door Height LEFT OF LINE: LENGTH REQQUIRED FOR ONE OR- BOTH SIDEWALLS COMBINED 32.2' 120' - - - - - - - - - - ' 33.0' cm= v� t:• • FOR H = 10' MAX, (1) 3' SEGMENT ALTERNATIVE • ONLY ONE SIDEWALL BRACED SIDEWALL 30.4' ' 31 4' W./ 1 /4 2) OR 1/8 © OTHER SIDEWALL AS HAVE (1/4 LENGTH AS NOTED ABOVE. 0 INCH CHINA r ° ot A tti ~ z Zed z NSA 0�Ix e ca cn A 9l 171 £l Zl 1111111111111111111111111111111111111111 LEN 1 2 Eave jitightem Roof Slope 4:12 MINIMUM LENGTH OF SIDEWALL CLADDING Note; Segments to be min. D/3 D = Max. Door Height LEFT OF LINE: LENGTH REQUIRED FOR ONE OR--. BOTH SIDEWALLS COMBINED SPAN LENGTH 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 14.6' 20' 24' 13.0' 28' 30' 32' 36' 40' 42' 48' 16.2' 13.0' 52' 56' 13.2' 14.0' 60' 68' 72' 76 80' 84' 88' 92' 96' 100' 104' 1 112' 116' 120' 14.6' 14.6' 15.4' 16.2' 17.6' 18.4' 17.8' 11.5' 17.8' 18.4' 19.2' 19.8' 23.0' 23.2' 19.4' 19.4' 20.0' 20.8' 21.4' 22.2' 2 .2' 21.2' 21.6' 22.4' 23.0' 23.8' 28.6' 29.4' 30.0' 23.0' 24.0' 24.6' 25.4' 26.0' 12.4' 24.8' 24.8' 25.6' 26.2' 27.0' 27.8' 13.4' 26.8' 1 26.8' 27.2' 27.8' 14.3' 14.3' 28.6' 28.6' 28.8' 29.6' 30.2' 31.0' 31.6' 40' 15.3' 15.3' 30.6' 30.6' 31.2' 31.8' 32.6' 33.2' - 34.0' 5 6 I. • 6, 8 L 9::; ' 5 b- £ Z l Fib 111111111,1111 11 1 1111 i' 1 i11111i1111111111111111111111I1111I111111111111I1I r r6 FOR EACH SID BRACED SIDEWAL .� NOE T BRA WALL sEE N OTE NOTES; 1. THIS DRAWING IS INTENDED FOR USE WHEN THERE ARE DOOR /WINDOW ASSEMBLIES IN THE BUILDING S1DEWA 1 7GOF ARE & SWB I BASIC) PLANS WIND WITH SHEETS EXP B. 2. FOR WIND: GIVEN B 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 SEGMENTS) MAY BE LOCATED ANYWHERE ALONG THE WALL. BRACED ARE TO CONSIST OF SIMPSON CS18 STEEL STRAPS OF THE QUANTITY INDICATED. BRACED WALLS TO BE CLADDED. EACH 4. THE BRACED SIDEWALLS TABLE ARE FOR EH SIDEWALL. DEEP • EACH END OF EACH BRACED S P ER DETAIL 20/2, OF LARGER WALL POS & FTNGS ARE REQUIRED PER SCHEDULE ON SHEET 3. 5. FOR LEN. /SPAN > 1, AS A SUBSTITUTE FOR MIN. CLDG, USE EMBEDDED SIDEWALL FTNGS, PER SCH. H OR I, SHT 3 OF 7 & A MIN. 0_1 4X8 FULL HT DOOR POSTS W/ 1 -8 "0 X 4' DP G , PER DT 18/2. 8. FOR BRACED WALLS AND OPTION PER NOTE 5, THIS SHT, USE 1) A CONT. GIRT (FULL SPAN LENGTH 0 TOP OF LL SIDEWAS OR 2) USE SIMPSON CS16 -(18) NAILS EA. END, SIMILAR TO DTL 11/2, ® EAVE GIRT SPLICE. 7. EACH ENDWALL TO HAVE MIN. CLADDING SEGMENTS LENGTH: 15' OF CLADDING - 40' MAX SIDEWALL LENGTH 30' OF CLADDING - 80' MAX SIDEWALL LENGTH 46' OF CLADDING - 120' MAX SIDEWALL LENGTH ENDWALL CLADDING LENGTHS MAY BE REDUCED AS FOLLOWS WHEN BRACED WALL SEGMENTS ARE USED PER NOTE 6: 1) FOR TYPE Q ALONG EACH ENDWALL, CLADDING LENGTHS LISTED MAY BE REDUCED BY 7'. 2) FOR TYPE © ALONG EACH ENDWALL, CLADDING LENGTHS LLS'fED MAY BE REDUCED BY 11'. 3) FOR TYPE O0 ALONG EACH ENDWALL, CLADDING LENGTHS LISTED MAY BE REDUCED BY 18'. . SE 8' OF ADDITIONAL CLADDING OR BRACED WALL TYPE SIDEWALL(S) SUPPORTING THE LEAN -TO STRUC. EMBEDDED POST EACH SIDE PER NOTE 4, b� MIN.-12 � -EAVE HT TYP. a MIN. -1e EAVE HT 0 4\\ 5' MIN. -12' HT e' MIN. -18' HT (2) STRAPS b' MIN. -12' HT e' MIN. -18' HT (2) STRAPS 10' MIN. -12' HT 18' MIN. -18' HT (1) STRAP MIN! -12' HT e' MIN. -18' HT (1) STEEL STRAP SEE NOTE 8 (2) b' N IN -12' HT e' MIN. -1e' HT EMBEDDED POST EACH SIDE PER NOTE 4. (1) STRAP 10' MIN. -12' HT 18' MIN. -18' HT r-1 l0' MIN. -12' HT 18' MIN. -18' HT X STRAP ` ' ,\1 0, 1pp1 c1) sr 1/ 2" CDX PL WOOD MAY BE SUBSTITUTED FOR BRACED ALL TYPES QA {c� USING SAME WIDTHS. ALL PLYWOOD EDGES MUST E LOCKED, MIN. 3" NOM. USE 8d NAILS: STAGGER PLYWOOD INTERMEDIATE FRAMING ® 12" O.C. tl 0 0 z m N 0 PROJECT 98- 707 -103 SHEET NO. sWe DRAWING NAME: 98- 707- 103.OWG 0 z l/J WIND: 80 MPH.