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Permit D2000-333 - KELLEY RESIDENCE - GARAGE
PAT KELLEY GARAGE 4122 SOUTH 1301" STREET D2000-333 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: WARNING: PAT`KELLEY 4122 S 130 ST, TUKWILA, WA 98188 KELLEY, 'PATRICK L '4122 S 130TH ST, TUKWILA WA 98168 JIM GUINN 16521 HIGHWAY 99,.SUITE B, LYNNWOOD WA TOWN & COUNTRY POST FRAME BLDS 16521 HY 99; STE B, LYNNWOOD, WA 98037 •k* * *'k ** *** * +** * * k *** ** ** k *** * *' *** ** ** ** k * *'k** ** * :4 k **•k***** * *k** k*** * *** *•k* *k* *•k•k k•k*•k; Permit Description CONSTRUCTION OF'A NEW 994 'SO FT DETACHED GARAGE. ** **-k•k•k•k** kk *!c** ***•k ***** * **•k* * ****k* * * *** ** k** 1: 1• ** *•k4** * ** *k*** **•k *k *•k***** Construction Valuation: ' 22,365.00 PUBLIC WORKS PERMITS *(Water Meter Permits Curb Cut%Access /Si'dewalk /CSS.: N Fire Loop Hydrant N No loud d Control Zone: N Hauling: N Start Time: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized load: N 'start Time : Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Storm Drainage:: ,:Street Lise: N Water Main Extension: N Private: •kk:k***.* * *k* ** * *•k•kk•k *k* ** *** *k * ***_*•ik•k• **4 * * ***** **k* *** *•k *** *•k **. TOTAL DEVELOPMENT PERMIT : l = EES: :k•kk. *k*** **** *•k**** ***** *ikk ****.,•k•k•kA ****A** *k*** **** *'k:i*** ** * * **** *** *•k * ****** **kk Contractor OCCUPANT OWNER CONTACT CONTRACTOR 734060 -0748 4122 S 130 ST NGAR DEVPERM L0R 001 North: 125 License No :' TOWNCPFO99LT DEVELOPMENT PERMIT IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: .0 Sewer: VAL VUE Slopes: N This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Occupancy: UfC: Fire Protection: East: .0 West: N 603.86 Permit Center Authorized Signature: Permit No: Status: Issued: Expire:,. 98037 S t r e a m s : Phone: Phone: 425- 743 -1555 Phone: 425 -743 -1555 Listed Separate) -Eng. Appr: Size(in): .00 End Time Fill: End Time: (206) 431 -3670 D2000 -333 ISSUED 11/14/2000 05/13/2001 PRIVATE GARAGE 1997 NA .0 Public: N Public: N ate: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this -work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: if the word.: is not commenced within if the work is suspended or abandoned inspection. • CITY OF TUKWILA Permit No: D2000 -.333 Status: ISSUED. Applied: 10/10/2000 Issued: 11/14/2000 Address: 4122 S 130 ST Suite: Tenant Type: DEVPERM Parcel #: 734060 -0748 •k: *it kit•*• A• kA• k• A' •.. * *•k•k•k•AA•k•A•A•A *•k•k•k•A & •A•A*•k *•k•A•A:t••k•A•k•A *•A•* kk AA *•k* *•k•k*•AA•VA•A Permit Conditions: 1'..No changes wi11 be made to the plans unless approved by the Engineer and the Tuf•wi la Building Di,vi.sion. Engineered truss drawing, and_ be on site and available to tare .ou:i1 "ding, inspector'° For inspection purposes. Document 's shall„ bear the seal :.and` signature of a Washington Sta P; rofessianal E ngineer Al 1 construction tfo, ibe ` ° done i n `con F'or►rranCe with approved plans and .`re'quire of the -:Unl:for►rr Building ;Code (1,997: :Ed i ti on) s' amende'd,' Uniform Meohan i cal ° Code (1 Edit ion) , and Washington, State Energy :.:Code(1997 Edition ' • "Valid .ty'of Permit, ' The i auan'ce of. a permit ,or approval of plans.;' specifications,;: anCcomputta xions shall not ° be .,con strued to'be a per for, or an,.approval of, any viol,atioi of any of ;:.the provisions of thebu i l d i ng code or of any othe`r's ordinance of .the .7 .;ur rs'diction No permit presuming giv,eirautho► ity to violate Or cancel the provisions of "this code shall be,- • E l,ectri ca l_. permits` shall be otita i ned. through the _Washington, State Division' of LaborNand ;industries :and all electrical o,ri~ w11 l 1be ,inspected by .th'at, agency ( 24 8, -6630 ). y Al 1. permits, i`a r %inspectn ecords, and approved plans shall ;' avaj,lable at ; iob site - prior., to ' th e s tart of any stri. A These :cacuments are `.. to be maintained and avail abrazuntfl final inspection app rova:l'_:is granted. Temporary ,erosion control measures ,`shal 1 be implernented as the f ?.i.j.st order of business to ,prevent sedimentation off- .site ,site or ; into .existing storm drainage facilit e .The, s`i teAsha 1 1;; have ''permanent , egos i on 'Control measu res ,;i place as .00n. ,a ; p oss i y.l.e after f i n a l grading has been: compieted;?and prior to the ' F:inal ;; I ; nspectior. `FROM .00TOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES. THATARE 3H.: 1V .'OR STEEPER AND HAVE A VER1 IGAL RISE OF• 10 FEET OR MORE' ANL WILri_ BE .UNW0RKE:D FOR., GREATER THAN 12 HOURS. DUR.tNG . THIS` TIME• PERIODr COVER OR' "MULCH OTHER DISTURBED AREAS, 'IF THEY.WILL..BE UNWORE ED MORE THAN 2 DAYS. t� E COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. II uJ U0 rno w= : J H;. w u - : w O Q I- _ z � r- 0 ' Z LIJ 2 p' U 0 N ' w Hs H u. 0 w Z I . 0 ' z ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. ate: I ,hereby certify that i have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing 1 this work will be comp fled ied wi th, whether specif ed herein or 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. nature: ( Print Nal»e: (AA I 1:C2 Project Name/Tenant: �A+ /�//e y Value of C Construction: NO / /1 Site Address: City State /Zip: I //aa . - 5. /30 7 Teekai//ai l • 9cF/ Tax Parcel Number 9'31 /0(oo- D- y/g - o8 . Property Owner: Phone: Street Address: V p City State /Zip: i fla� — S . /34 A 5 T 777. u.// /cL GU/1 / t9/ -da . Fax #: Contractor: / n v , Of ail- tAit/�2 r Phone: E -4, 5" ----. 7/3 - A5 - 6 - J5 — Fax ft: 4f�S = 5 5 - /6 9/ Street Address: City State /Zip: /6 NLU v 9 9 sflc e. / c� ivAimWCc ijj9239.. Architect: \\ -- -- // / U Phone: Street Address: (// City State /Zip: Fax #: Engineer: tirc ,da. -i 5 s/cy /✓ • Phone 3 o — ija� (›20 , 2_0' Address: City State /Zip: Fax #: 36o 4 /0 9 - 020a/ Contact Person: / , > n 6a_ 'fN Phone: 4.7s - •7 -/5 Fax #: yas - -- �a- /6 Street Address: City State /Zip: /rpsa/ /w› ? sue - A Zsv/vwodto 9f,3 �• Description of work to be done: CoNS72.M -c De- lie et Poivi -mre 6 /vo "lam b % /ec. Type of work: ❑ New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ,0 Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: la Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Squar Footage for Structure: / 9a0 sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Foota e: sq. ft. Dwelling sq. ft. Covered Deck(s) 1 G IA sq. ft arage arport / sq. ft. Accessory Structure(s) / sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) of 3 ° 7 0 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 TUIV ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Fe STAFF USE ONLY Project Number: � Permit Number 021-1)0 -- `, PL'ICANT REQUEST FOR PUBLIC WORKS.SITE/CIVIL' ;REVIEW OF THE FOLLOWING : = ' :(Additional revlews shall,be determined by,the'Public Works D epartment) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): (71 Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be 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 accepted: Ia - /O--rte Date application expires: /o -0f Appli taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 K4 prefa ti?o4cs', *:N' ft04.m+.r ttrTmo57vv Tnow' otut *e >� M?rw , 7 o,,, t1r rt r ; .mrl ..,.''x re 0.?, ;$? BUILDING:10 R;OR ORIZED'AGENP >, , .. ;;`, a ` Signature: Date: /Q � d 6 ` Print name: , I Lin 6 L t I Al / Pho ne1/.Z • 6- �,3 - I 55 Fax #: ` ,i2s 91.2 - /62/ Address: /6 HI-UL, 19 6rr- e City /State /Zip: XvIvAJpva,. tvra.. 1 i - o6 - 7-- . ALL SINGLE- FAMILY RESIDENTI PERMIT APPLICATIONS MUST BE : MITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY i.. tEGISTERED ARCHITECT OR PROF.. .3SIONAL 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 in a Copy of recorded Legal Description from King County a ❑ Certificate of water/fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. 0' ❑ 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) ral ❑ King County Health Department approval for septic - 296 -4722 ,..�/ Four (4) sets of working drawings, which include: ❑ YJ 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 ❑ Er Floor plan ❑ 0 Roof plan ❑ Building elevations (all views) ❑ 0� Building height ❑ . Building cross-section ❑ 171" Structural framing plans and details necessary to completely describe construction in 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. 2r ❑' 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. 0/ ❑ 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 ". Building lAgiedAuthorized Agentilf the applicant ikothenthanithe owner, registered architect /engirt e04tcoptracto0lc"e by the Sta e of Vfashlr1gtpn�� : a ; rtotfrszed�letter from the properrt 9wteiauthorizing the agent to sub mitatI ns pepn t'agplical(P and .cr obtain the permit: will ,'beiequired'as'part;ofthls • 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 E -8 TE 0FJYEI S HINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 :iw.:�t•.M,c��. � ».mv �rtx z 1 w rr 6 00 cno' J • = I- U) u_ w O ': 2 gQ = a 1 -w Z = w� ui U 0H tu U ` ~ O '. w z U = , O z n.' jj rq i • • 7 A +1t4A•4 * a *stst*4 Aoroun t', 'tC,gde 0 . 6 P/ 2 45. - ..830 t; 00O/3 • x°000//; 3,45.. I:33(: • 0 (k)/2.0,6'.:204 :tAstAts4•ks44 114 h.k*st**Ah*A*A• k :tk1 :kAA4i tA: t4.*:4:tkkA.1.tA:4*fAd *kA44yt. CITY OF Tut wILA WA O I 333 i , 4A :1A:44T4:4tti A . td0 t�x:t•t4•t A44*4-.A44 itt+' 'TRANSMIT �A•4k�•ty! 4l•k :1 *:t h•1 t SMI1• Nlimber % R'.: Amount: 367.75 11/14/00 10, CHECK on: & ur�rl:r xr,it� ILO No: '1)20 0 333: TYAea I)EVPEUII DEVELOP ENT iERMI•'r ParCE I No: 734060-0748 FJ i' to 1�'ddress: •4122 . i3 130) }'r This Pa;ypent.. Payments• M thod° . CHEC`I( Notati TOWN " Ci} Total fees.' 603..106 36.,75 Total ALL Pmts: 603.86 13d1ance ..00 >tA 0e1AAs4ita4.0 d*4A••h{•A 'stst4.4,4. At* s! *4sts4•kstaa * * D65 CY' ipti oil Amount.. PLAN CHECK NONRES :.236 •E3UILDIt4G •- REs 36:3.25 PLAN CHECK -• RES 236.11 srca'ri: BUJII.D:(i4G ;SURCHARGE 4.•50 .o 941. : +Y1 rY: (.) O' N Or W w, J! w 0 ' w . Z 1 - 0 Z j 0, yO —•' O I- w - , = I— VI ,w z 14,A4 k., 1*?.41:* k**N.kd k, kil• A• *•k.FAk *A' *k *A *A*-t.*4*.Ak.� *A tit *+•Akle.kivit'AA +:,t•zl *kkA4 A.A .CITY., OF T11 3 f. l, IRA l'C ANSMIT 4i:• 1 A4. 4,** *•}•*A "k' ** **!kA•k *+A * * *+4A :'.4-t t4* a.• sA• k* h •AA•A *:w hA *kA••ltlA.A. *A *AA.* * .TRAN9MrT.. Number' : 119000'i72 _Amourtt: 236.11• 10/10/00 11.:34 I'aviae'i' Me ;!Fait C13ECI; Idaha;:iorl: TOWN A CCIJ1!'fRY 'nit: I(1)J • 'e ilit Na: D2()00 •:333 Type: I)EVPEI 1 . I)EVE.I.4JPMIL14'f PEIti4IY Parcel Na: 73'060••074£1 's i t e 'Address: 4122 ' i3 130 :S T, Total ,(Tens: 60:3.436 7M•is PEty:.arerit 236.11 let etl ALL. Pmts: 236 i.1 IJa,I'ance: 367 .7r.:; rt *14**) *"1 * * * *a *>4 A* 4*%** s***4** 4*** A • *k * *41! " * * *A *? *k*A * * *+t, ** *a it* f4 CCCur1 t Code Des(:r' i pt ion AInofLttl 0n0/3:4�i.>:130 . PI..AN` CfiEC'(t --r r10h4!E3 < ".36 .1 is Project: qp of Inspe�'on: Address: U ' Lila? S. X2,7 S e : /o I - . Special instructions: Date waned: 31 6/0 1 a.m. P.m ester: Phone: _ / tss ., INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. INSPECTION RECORD Retain a copy with permit L-' ;-3 .33 PERMIT NO. (206)431 -3 COMMENTS: V4 Inspect (} QM Date: x.Jl ;� 3 119'0 l $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: Corrections required'prior to approval. 4.41 tvS�sr�.��s`Mm'rsJ: °#fau41'.#E +hAt:umiti!... +f ?a.et e�dFi�•.d #ikipssh vlc?.6:1i17uA', 1- wb 'i5b }.n ua4 rz..h ..4kbiF+ Project: // �" or ke & I Gin a. Ty A of Inspection: l vR �' Address: 4/.2 S, /3v 57 Date ca led: O a/10./ Special instructions: Date a nt d ,aP P1,aP1 a.m. p.m Request t�t-1 Phone: - '7y.i - /S INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. COMMENTS: apprtdec - ....1-4,on - �ppr0Vbd $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: 1 Receipt No: z Z FF Z, ce w ` . -J C.) V0 N t,; W ui ' J N LL' W0 I— al Z � 1- 0 Z 1- 11J w = U , , — 0 w Z iU O z Pr57 f j Typelo: tnspec ion:,, r 4 1[SS 2z s / 3a ► y S ` Datecalled: 7/ / 0 1 S ecial instructions: ! N Date wanted: 7 / D 1 K`:�% p.m. Requester: (, i • I Phone: f / C. J 743_/.556, s55. INSPECTION RECORD Retain a cow with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. Inspecto�i` PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: c —�- ACS 1) 1/ Date: —V-- ) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.' Receipt No: Date: ...trC..�:5.rJ �M bJ i.u.,r�N+i'n. afi.li��•/iM` .f.t4�AK.IA� �I���31(' .4)i�.l..F++f+ti�lY]:Yivll x•:V.�N,O JFNnr�1. 4GtrGr. }�:4V.W�.w.f1..6.�N.v44M 5t,"-k7 k'r'.'il r4 2 Ui U O� rn W N W O g Q, co 3 H Z � I-- O Z H` • m V 0 O W LU h - i p Project: .-� P� K T ype of Inspection: , U v 122 s 13o o tl - > Date called: Special instructions: Date wanted: m. YvItf c tIet..; Phone; INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. ErCorrections required prior to approval. COMMENTS: -p yn w e S-1- 0 i r. Ldck4,er 1 h hn (0 � S -e4" 1:10i t 1L s k r 4r) Ver'I 4. 11 -Pct S itrne c +2%- 2 -!?)1 - 309 1 ef t _) ‘;eC) O w„ +- Ca hr,Q \ ( T•j t 0/r. t v- Date: 2 0 i a $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: m.F..urA }.zxlik;',∎" Project:VCk he'l2t Tykle of \c Act` ,ov, ry \-\ Address: S N. c' ! S t Li 2 2. Date called: L Special instructions: Date wanted: _ q, Requester t . \ \ 1 Phone: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: ��'VhDUP i S t1 C'�) V1c +� L`�P Y v! re 4,�� -�r) VPV/ t k d C1 oa l � i t `q tn s ? v� Y so LAS-' ( �; t �v V 1. loctc le PV' vie Mao Lp s Sd i c,►ncl p lace Inspector( Q �� /viJ Ut/(�- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid - at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 2 :5. 0 Receipt No: Date: ��tii e� �u++ Snxxw.. . t�i�. �'¢ nat�4�dii .r�atr..i�oa,dvri+e�atilr�i °fSauS�fiidt.y..x�w1aA�� � . atito�fnsHau�al i *.tai�Yi,di:ncY.ad�a�sJr'�`tZaa o co 0 (� w ERMABILT FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged /. By !Li � rI Date I I `-{ 'DO Quality: Our Future Depends On 11. TM Town & Coun POST FRAME BUILDINGS 141E' 13,01 h sr , .Tu4WtLA of eo .rRU► er D R TED 9 -z.2. -o o THAT Po RTI O/J o F TR iheT lot ) TtIoER$LOE ,LITEIRURI3RN TRRCTS 1+06oR.tpl,u( To THE pLRT THEREOF RECTO R.vvEP 1u VOL )0 of Pt.mr5 PF)4,5 1Y- / REaoQms o1 xlN6 eo,, WPoSf1, Tax 734060-07 y25—o of = 30 Suits 0.18521 Highway 99 • Lynnwood, WA 98037.3199 Everett: (425) 258.4171 Puyallup: (253) 840-9552 Administrative Headquarters: (425) 743 -1555 FAX: (425) 742.4378 Toll Free: 1400. 824.9552 Contractor's LIc. 8: TOWNCPFO99LT NAME SHEET NO. CALCULATED BY 1+�0 7A T E^ h 6t+ae+ 994 CM Y (W HA MA APPROVED NOV 0 7 2000 As i y JOB # OF DATE 41,4 4 1.j g- 6s 1' p _1 RECEIVED CITY OF TUKWILA OCT 1 D 2000 PERMIT CENTER 01997 Perma•BII1lndustr1e3.FR•68 12/97 6 v U0 W W i N LL L u 0 g _ - J ' u_ Q; N d 1 to 1-0 Z H 111 uj: V co', 0 l- 0 w Z U N 0, z. _ ............ _._.... -_ ..__, .. • I I !_...._�_ .., __ i ! | | a 4 r _._._. 1 7,-[ / I | __ _ ',- / | ~° _ | | i • ^| / | �� / ! | ^- i | ' 7' _...._ 8 gg• _.___ _ __MUR; 3t�1..: R -1 1146 .... II I Plwi 1 oal16 R. p_ig.1 PERMABILT own 1St Dun POST BUILDINGS CP SE CHECK oll -up doors it in Bays I -up doors will not hit Truss y Roof Pitch L P F Snow Load shown on this drawing and vice versa. White • Qwlsteer.L',cp►+• Canary • Office Copy fZ 6-W t t �. I. btu Lynnwood, WA 98037-3199 Everett: (4k., -684171 Puyallup: (253) 840.9552 Administrative Headquarters: (425)743.1555 FAX: (425) 742.4378 Toll ree: 1.800.824.9552 Contractor's Lic. 0: F099LT Vr ` 1 L FLOOR PLAN BUILDING ELEVATION Customer Na u Builuing Design '_ ( r L1 I 20 Wind MPH. __L_ Exposure Eave Height ?_Minimum Clearance E t_LE Customer Sig Pink • Accounting Goldenrod - '[ a_Fi.ELD 5 Draw North Arrow in Circle • • • • �..145pt.o..N. • • RECEIVED CITY OF TUKWII .A ........:..............' oG-..... o....2Q . Qo ....__....: PERMIT CEMi=P • • 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 # 13$ 3 Industries FR.85 8198 UatflfWNYF3tAFk.ii;w•" 4..... o Quality: Our Future Depends On It. ' ' Town & POST FRAME BUILDINGS 9X9 Gi.et vcc-In E • Suite B • 18521 Highway 99 • Lynnwood, WA 98037.319' Everett: (425) 258.4171 Puyallup: (263) 840.9662 N villa: (503) 435-1592 Administrative Headquarters: (425) 743 -1555 FAX: (425) 742.4378 TdI Free: 1.800- B24.9552 Contractor's Uc, 8: TOWNCPF099LT CCBN: 120311 � NAME IC .)1€ U JOB # / SHEET NO. J C�- OF CALCULATED BY DATE v$1-00 e• 0 e 10 1 ,o 1 10-0'' RECEIVED CITY OF TU° 00 1 0 2000 PERMIT CENTER 01997 Pam-13111 Indu•ldas FR•66 7198 ;Vc.0.9"a alt *fwzvtrivityr, rrm OA. 0n'.017.y:4 +i'.FUf�s�rc, �9?:Lz �sr`v^a�r. s..r 1 4.3 280000 UniStar -- Version 40.0.109 RUN DATE: 4 -28 -99 CSI SIZE LUMBER FB TOP 0.94 2X 6 DFL -1800 1800 BTM 0.86 2X 6 DFL -1800 1800 WBS 0.72 2X 4 SPFS -STU 635 EXCEPTIONS: E -B' • 2X 4 HF -STUD 745 8 -0 SAME AS 5 -8 . LATERAL BRACING: TOP CHORD - 24 BTM CHORD - 120 TRUSS SPACING - LOAD CASE 01 LUMBER STRESS INCREASE: 15.0* PLATE STRESS INCREASE': 15.0* LOADING LIVE DEAD (PSF) TOP CID 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 LBS A PIN ' -394 C MOD HRLR -395 LOAD CASE 85 UNBALANCED LOAD LUMBER STRESS INCREASE: 15.0* PLATE STRESS INCREASE: 15.04 LOADING LIVE DEAD (PSF) TOP CHD 25.0 5.0 BTM CHD 0.0 1.0 TOTAL 25.0 19.0. 31.0 EXCEPTIONS: A -B 31.3 5.0 B -C 0.0 5.0 SUPPORT CRITERIA JT TYPE. • HORZ VERT WIDTH LDS Las IN -SX 0 2815 5- 8 C HORZ RLR 0 1284 5- 8 A PIN 5 -02 -01 TCI BC L SL 14 -09 -01 HO 6 -01 IN. OC IN. OC 84.0 IN. 7 -07 -14 9 -09 -04 VERT WIDTH LBS IN -SX 2939 5- 8 2938 5- 8 4 0 • HEEL A -F B -G 0 APR 2 8 1999 T99042538' STOCIXAG7 6x6= B SL 14 -09 -02 x--12 HO 6 -01 4 I 0X3 \\ 2X3 4 F • 4x10 = A 4X10= E S1 0 4x6 ,4X6 4x6 6 -04 -02 6 -04 -02 7 -07 -14 8-05-08 9 -09 -04 28 -00 -00 LOAD CASE 116 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 LBS LBS PIN 0 1284 MLR 0 2815 WIDTH IN -SX 5- 8 5 8 LEFT RIGHT 02N - 4SX OIN - 4SX MEMBER FORCES' (LBS) TOP CHORDS • 6800 C F -B - 5827 C - 5827 C 0 -C - 6800 C BOTTOM CHORDS A -E - 6846 T E -El - 4857 T S1 -D - 4857 T D -C 6846 T WEBS F -E - 1749 C E -B - 1901 T B -D - 1901 T ID-Gy 1749 C DL +LL DEFL - 0.58" ' I / N F -B LL DEFL - 0.41" < BRG -SPAN /360 SPAN /DEFL (DL +LL) - 581 **SEE REVERSE SIDE OF THIS •- ••PAGE FOR IMPORTANT NOTES •- Placing conforms to UBC. Plate 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 RECEIVED OF TUKWILA O CT 1 0 2000 PERMIT CENTER TYPE PLATE SIZE X Y 2001 4.00 X10.00 15.5 5.5 3010 6.00 X 6.00 CTR CTR 2001 4.00 X10.00 15.5 5.5 1010 4.00 X 6.00 CTR CTR 1010 4.00 X 6.00 CTR CTR 1001 2.00 X 3.00 CTR CTR 1001 2.00 X 3.00 CTR GTR 1100 4.00 X 6.00 CTR 0.7 NOTES: 1. TRUSSES MANUFACTURED BY - OSO LMBR -TRUSS DIV. 2. ANALYSIS CONFORMS TO UBC (ANSI /TPI 1- 1995). 3. WIND LOADS - UDC, 1994 EDITN TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM WIND SPEED - 80 MPH MEAN ROOF HEIGHT - 25: EXPOSURE CATEGORY - 8 OCCUPANCY CATEGORY - 1 4. UNBALANCED LOADS CHECKED (UNBLN LD FAC ■ 1.25, 0.00). 5. TRUSS IS DESIGNED FOR NO CEILING LOAD. 6. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 7. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 789 LBS. 8. FASTEN TRUSS TO BRG A FOR 383 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 9. FASTEN TRUSS TO BRG C FOR 383 LBS OF UPLIFT. WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. -- - - - - - - -- --- -- - - - - N f SIDEWALL POST i PER SCHEDULE A. I I FULL TRUSS LATERAL BRACE, I eguII,OING FU LENGTH _,I._ RAKE BEAM PER 1 1_.f SCHEDULE F AND DETAIL 5_/2. (SCHEDULE j OVERHANNG) ALL r/ I i I - - - - NOWALL POST ER SCHEDULE B. GRID SYSTEM PER SECTION Y -------- i ji •xvn r AT must t3OTT CHORDS?--- PER SHEET T -1, TYPICAL. x P I1 ( v{ i ee i W °' 1 % I I I ii 1 I` 1 1 Ii 1 LL POSTS TO_ DE ALIGNED SO i THAT LARGEST SIDE IS I PERPENDICULAR TO WALL. I i 1 11 11 INTERIOR POET PER SCHEDULE K. 1 11 l j ! ii 11 II it II 11 BAY 512E i BAY SIZE BAY SIZE (14' MAX) • ♦ SIDEWALL (14' MAX) (14' MAX) LENGTH 1 v • BLDG. UNE CF POST FACE ExPIREs 12119/ USED UST OF SHEETS INCLUDED SHT 1. GENERAL PLANS & ELEVATIONS SHT 2. DETAILS SHT 3, SCHEDULES & NOTES SHT 4. SPREAD FTNGS & POSTS SHT 5. CLADDING & BRACED ENOWALLS (EMB. FTNGS) SHT 6, CLADDING & BRACED ENOWALLS (PAD FTNGS) SHT 7, POSTS - ENDWALLS (EMB. FTNGS) SHT 5W13, CLADDING & BRACED SDEWALLS SHTS T -1. T -2 AND T -11 FOR MAXIMUM SEE NOTES 1 & 3 PLAN GENERAL NOTES 1. BUILDING MAY BE CONSTRUCTED OF ANY 510EWALL LENGTH ANO 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 AND 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, BUILOING LENGTH TO SPAN RATIOS SHALL MEET THE FOLLOWING REOUIREMENTS: 40' MAX BLDG SPAN & 64' MAX BLDG LENGTH: FOR 5:12 ROOF SLOPES. USE AN EQUIVALENT BLDG SPAN - ACTUAL BLDG SPAN + 8' FOR SHEETS 5, 6 AND 7, FOR 6:12 ROOF SLOPES, USE AN EOUIVALENT BLDG SPAN - ACTUAL BLDG SPAN + 16 FOR SHEETS 5, 6 AND 7. 28' MAX BLDG SPAN & 60' MAX BLDG LENGTH: FOR 5:12 ROOF SLOPES, USE AN EQUIVALENT BLDG SPAN - ACTUAL BLDG SPAN + 8' FOR SHEETS 5, 6 ANO 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 ENOWALL AND SIDEWALL CLADDING / BRACED WALLS / STRUCTURAL EMBEDDED POST REQUIREMENTS. 6. CONSTRUCTION OPTIONS SHOWN ARE AT THE BUILDER'S DISCRETION. OPTIONAL EAVE OVERHANG PER DETAIL 2/2. SIDEWALL POST PER SCHEDULE A. PIN DETAIL 7/2 (OR DETAIL 8/2 w/ NO POST. GIRTS PER DETAIL 12/2. 29 GA. METAL WALL CLADDING PER NOTE 14, HEET 3. OPTIONAL CLADDING SHEET 3.) X11, �. PPUURRLIN PER DETAILS SCHEDULE 0. OPTIONAL EAVE DETAIL /2. 29 GA. METAL WALL CLADDING PER NOTE 14, (OPTIONAL CLADDING PER NOTE /11, SHEET 3.) PURLIN PER 3/2 & 4/2 SCHEDULE D. SCHEC AIL PE R 16/2 OR ULE U AND DE' SPREAD FOOTING TYPICAL SEC DETAIL SIMIUAF METAL ROOFING PER NOTE 14, SHEET 1 (29 GAUGE) TRUSS SUPPORT BLOC SCHEDULE C ANO OET SIDEWALL POST PER GIRTS PER DETAIL t2, DETAIL 13/2 FOOTINGS PER SCHED AND DETAIL 16/2 OR SCHEDULE U AND OE' FOR SPREAD FOOTING CD . TYPICAL SEC IDEWALL POST :R SCHEDULE A. IUI DING FU ), N r RUSS ` E TTT SHEET T -1, TYPICAL. RAKE BEAM PER SCHEDULEF r � CT FF T A 0/2. ND EOULE OVERHANG) // _ \ENDICULAR SO TO WALL. BAY SIZE BAY SIZE (14' MAX) , .. (14' MAX) I 1 9 a a$A = Es 0 � z m N ig g PROJECT 95-707-103 ORATING MA (: 98- 707 - 103.0-0 SHEET N0. I OF 7 ;NERAL NOTES NSTRUCTEO OF ANY SIOEWALL LENGTH AND IG THE REQUIREMENTS OF THESE PLANS WHERE SPAN IS EQUAL CR LESS THAN 3 (SEE NOTE 3 NOTE 14 ON SHEET 3 OF 7). COMBINATION OF CLEARSPAN ANO GRID SYSTEM °LAN. BEATER THAN 4:12. BUILDING LENGTH TO SPAN THE FOLLOWING REQUIREMENTS: & 64' MAX BLDG LENGTH: FOR 5:12 ROOF SLOPES, BLDG SPAN - ACTUAL BLDG SPAN + 8' FOR FOR 6:12 ROOF SkCPES, USE AN EQUIVALENT IL BLDG AN + 16 FOR SHEETS 5. 6 AND 7. & 60' MAX BLDG LENGTH: FOR 5:12 ROOF SLOPES, BLDG SPAN - ACTUAL BLDG SPAN + 8' FOR FOR 6:12 ROOF S40PES, USE AN EQUIVALENT L BLDG SPAN + 12 FOR SHEETS 5. 6 AND 7. MENSIONS, WALL OPENINGS AND ACCESSORIES ERMABILT BUILDING DESIGN SHEET. (ATTACHED) 6, 7 ANO TAB FOR MINIMUM LENGTH OF 4LL CLAOOING / BRACED WALLS / STRUCTURAL UIREMENTS. NS SHOWN ARE AT THE BUILDER'S DISCRETION. • 4 FOOT AND SC F PER SCHEDULE H & J AIL 16/2 OR PER ULE U AND DETAIL. 16/4 SPREAD FOOTINGS. SPAN INTERIOR SCHEDU (NOT P PER : E REVD TER OF BLDG.) ��PERRSC FOOTINGS 'j f t ANT) DET 6/2 t OR PER SC •ULE WI AND DETAIL 1 FOR SPREAD Fe. .GSr - -• -• 1 POST SPACING POST SPACING DETAIL 9/2 OPTIONAL EAVE OVERHANG PER DETAIL 2/2. SIDEWALL POST PER SCHEDULE A. GIRTS PER DETAIL 12/2. 29 GA. META. WALL CLADDING PER NOTE 14, SHEET 3. OPTIONAL CLADDING ER NOTE /11, SHEET 3.) PURLIN PER DETAILS 3/2 & 4/2 AND SCHEDULE D. OPTIONAL SAVE DETAIL 2 PER 29 GA. METAL WALL CLADDING PER NOTE /4, �F1EET 3. (OPTIONAL C SHEET 3.) TAIL 6/2 DETAIL 7/2 (OR) DETAIL 8/2 W/ NO POST. \ \\101.1\ \11111\ \S' \1kiill 12 4 (SEE //S 111111 PURLIN PER DETAILS INTERIOR RAFTER - 111.1%111 3/2 & 4/2 AND PER SCHEDULE G. SCHEOULE D. TYPICAL SECTION THRU GRID SYSTEM METAL ROOFING PER NOTE 14, SHEET 3. (29 GAUGE) DETAIL 8/2 SIMIUAR 12 \ \ �, // ( NOTES N /3•) \ \ � \\� ti.� �/� \ \s a/, TRUSS SUPPORT 81.00K PER SCHEDULE C ANO 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. SPAN METAL. ROOFING PER NOTE 14, SHEET 3. (29 GAUGE) TRUSS BY OTHERS Ox TYPICAL SECTION THRU CLEARSPAN Da0)4 FLOOR -FLOOR FINISH GRADE GRRAOE RECEIVED " CITY OF TUKWILA E OCT 1 0 2000$ PERMIT CENTER 3 ay ILI • 00 to 0 tu w N Imo W 2 QQ LL Q N z 1: 2 j N ; 0 H° 1- z._. N ROOT 10 TOW 1 1 0P01 .1 I M �IO - _ _ 1 -111 (111.4 T• KKK rag NOR f4. 3 y • : I ♦ -/ !�� 100r P % Mel rat PURN P11 NM NOR 1b 9 3. 1.4 MUS V7 K 4WD. 1100 0IW PVRP4 TO 0011 AS 9•01111. s UM PC11nc WM. VI. 111 IM. C POUR TO Root l 9•0.1) Iii ° was glom MOW tar K al� 0A • 3 1/4 La11C • SPAS 0JM101n SECT. THRU PURLIN P111•1 11 � , O �; 1 MSS 01 1111800 AT TRUSS/RAFTER 1' -•' w M•) PUPS R1 SORO0L 0 P -•' w M•) I,.IC NR •• L� 1/ r/ PM all 1.011 001 DO a 1/•• I.ak: 01 ?MOP - All • • '� • I ; 1 wur CPR liaT K KAMM asar(11a1. iPURLIN•.SPLICE 1 L t POST STROM. IMO AT t t , D RN M 3.111 n saw 3 "mss DETAIL tr :sue t1 fs) al3I GOI RIMS 1 � ) ) w k p Our OtD Or (n*.) w I,• ia lT ua LOOKOUT R 0 POST • I mu [RS r011 • l i CM PE III► • OK • 11 • MK I OOt0U1 1 -111 (M•) - 4 � ean ra SOMOIRL C 7 • 111.001 001 Sot 0 POST ./ re TII TO w . --. , OO�IIR R L 'p'101 TIMES. S Ilk *UST a ' 1, �, IHT 3. le • CT. AT A WITH 0 0•101904 Of POST ux0. RHANG ! 1..1• -0• Z t•.r• -a• O V 1 .1 -0 BAY M0114 74• •UR. PUIR11 G 704 (/190[ T 17L S T.) ON ark , • • • ■ 1 * ((77jj s0R01RL 7 Or MtaN ■ Pd K A i M 70.TS tact p ( . 'in, I O 1 CONNECTION 100f PNmL SORTS f. • 0UY R1 3. • • M P14 1101/1 7•• ►a 7C1� rpt 01 11010 /4 / �7?. /0810 P1 7 -111 wm G10 / TO MuS7 PVRN 401 1110 • ] -111 T i SWIM UK 01 Olull 10 1011 • OR NMI eye Re dort � . VT 3 . 3-111 TOM.. I. l'il 11111■7111tF■111111: , TOP 0400 7 -111 40010E ,, 1 KKR UCH 11.0)4 4 see al tom art TO (IRKS 4 Pcl 14 3 ND10 / 9 7�./• TA 5 . [IOamt 1M � 1 �, muss T 0100 •alt MILS 11111 MOS WOK KR ROM 12. CORRIMPI Of \ INTERIOR POST /RAFTER i 1 -KIST 0•C1901 G MST --4t OO•RL POST U.N.O. ki4I1 TION AT N P WA W 0 RHANG J 1•.1. -o• © 1 .1 -0. •" T[ MAT NOT K 400'0 3[t - M it ORM 11/ . I - in' NMS PM •. Y KITT • •7 POST 10t Nam T -aR TO POST IT/ 3 -111 KW TO POST w/ OMR Al (210.) • u. Matti KR 1 17.312 1 11 OR 111. .I'! 0.110UTt alt: 2.11/7_•• T -OR S • • 0.0. // 7 -IN Pot 071[C1011 r==• /.• ' P'Oft 1 -111 mu 014700 P1.2 pat f 2-KY.) OMIlmwC 11, MO ORK to 100 P SIMMS SS ]. ROTC /•' .......117 rum 7 -RT RIfT01a TOWN, 1/ t0/ • r O.C. SIPCODRO 1 1 � _ .A� tl i ; ` - �� : RAMS L POI (7) ROOt son Po S0aD71L 0 7 • 111.001 0404 S1. off r / • ; I 1 -1/r ) (7 3/ • 14ri 105 10' 1aPT 4M 0410 • 1 ' • (1•' um MIL 100 •• s O LG•m I/7 aLTC041t 1.00701 0 TR woo M 5704 P 0.1010 9 01 3. TYPICAL EAVE GIRT 7-111 401 tit 700K1. POST' , F POST 4 ' SPLICE 1'! 1.14 1/ 3-i . MX 7.• / 744 . 011 700511 0 1/ 111 • t•• O.C. (210.) K ' a. WPC Nam • tt s WALL GIRT DETAIL _ 'I •80010 • 144101 • • • 01 ' • . P LEAN -TO /BUILDING CONNECTION a r.1.-o• ® 1•.r -0• 6 1-.1• -o• T i/ ( ]j (S) 111 1 77!10 7.10 P.T. 1 POST. P 7 0 1101 a /,1 S •a11o• 01RP1701 Tat Nam 7.4 1.404 7 -all TO -7 -111. 1 -1n W R A7 I a NMS 100P '/_ CR UMC1 1 RD 0 POST. (TO ■R - I 1 SO[r11L POSE) POST 7 - IN mila c4emom M. ' ' • P N III CTP911 9•07101C , P MO • x 0. 11 1, s c si0-1•••• 4•Ism. 1010 2P0 'Y •( 111.00033 •T L000S nil USI Id COMER OR 144. • o I ...2... 1I T-0117 L 7 00 4i7/3 ORMI. 3. TOR 7-car NmarC. rosT To R 03 lit • • 0 osT • 1r 13.C. POST HP 0 COMM awe 1h10• •, � • I .. CCCI `•vv moorc1 ♦ I • • NOR 110. SKIT MR01 � �..• ��' •-• r 7.. // 4 - 111 �. • \.�/' SERUM) s`,..\ 1 \�.: ma I 1 �uii °tp 9 a OIT • 9 5 0 7. rtgPO1 y • , 0 0 7 01 811 '. 0• STRAP /POST CONNECTION • PO 0h{-IN ELEVATION Pis 1/ aTP9r TIRE • 01 /11 se )�i POST - *T Na K *00. DULL K m INT RIOR POST :RAC 0 TA . e 1_ OUR FIRE SEPARATION WALL .-0• 1 a r•I• -o• © 1 • •1 • - T 80 mar 1 P PM A 11 IL 00 NOR (4,>M 3. 84 ROCK. NMI. 10 001 I M 0044 MAUR TO 00/ R Tlt4011USS N/ 7 -IN NP4. P11aw TO ROM MICE PVT OM. UM MIL 001 30M 4/2. r1 10 *000 0 fOAN) 1 w 1s flora now * SIA7 R 0.131 00 • 3 1/4 50110 A SAIL mama fl/U31 CO RMT R O SECT, THRU PURLIN AT TRUSS /RAFTER 8.1• TYPICAL EAVE GIRT SPLICE I1•1 0007 TOP 03 C01110130 170X: n1004. OITA4. 3 0/ 1 OR -4-104 • 1./1/2 3 .$ At CAM OW 9(T i 33 of 0[Tl 81110 a STRAP /POST CONNECTION 0.31031 POST NOR 110. WU 3. /Mm . T * . 310.4*) 0 P S PL IC E D ETAI L 2 u! RARq Pq 3047311 grin 0 0.. 0 .P « °ST POST 311 R 0 z INTERIOR POST /RAFTER CONNECTION r . r - ,• 1'.1 -0' WALL GIRT DETAIL 1- OUR FIRE SEPARATION WALL 3/•• OPIUM 3A1 10810 n*1 Y' *0010 Al 31•0. O: NCOOW01 3 MAO 3 00 Taw. • r oc. POST TO 10. C04110 14/ C0.9.41 31. 1077: ROOr T USSA'OS7 C0P1(CT1oR PCI 031.1/7 7 .91- 14 4TAT.c 303 • rG.C. • 24' 0.C. 2 r0. OCTAL '. 10./ PANELS PIN 4 01 111. RAN 7 • U0001 PCR 30(014[ 3. 0•45 T0 scar Iv POST PCI !0(OIU O =MR 51/1OR33 Fulton 30 107 NOT 71103* TO An/O1 TO 1111 301.0 344T 3. TION AT RAK 481 TO U I NRn IN . POST, 3- 3M 30 111 37 COIA(I POST.) 1 • 000 • 1110TH TO INT04 PO 11'14. 3/ 11 -111 (8-101 AT COR1R POST.) 1911 PPPns CI 0.1.1413. O RIDGE POST /RAFTER CONNECTION z 12212:. I!; P.T. T -ORT AS Pd ORM. 13/2 AT 9157 OF 11111 43(3 30 9.* BASE GIRT DETAIL r.r -0• TO TOP DO ' 03 21001 10/ (3) 111 11.4.1 100 0.1., u SOC V POST. 3ACt 2' 411101 AOno.l 4 2' 0 4' OOP 4130 41 01 SA Pon X 01 .100111 4/1 .1 SHEARWA.l & BRACED wALL POST ANCHORAGE r. r - o• 1 • MOOR P111 $0104111 r, VO KM 31 fit0. / POST PCI x3(337 • SOTTO= I 3-111 AT POST •• •• • SECTION AT RAKE r- r-o• f 0. /p NOR 11. 903. NOW RIM TO U04 3*34 111. 4' 0.C. STAMCD WM TO 0110 10011 Rol 10 POST, (2-188 A7 C0I11101 POST.) 1 • ROOT V/ VON TO 83704 POST (3 A 1 CC41(11 P037.) 2 • 8 ROCK. Iron TO Nlt 3/ 1 -111. 3A1 MP(13 an 0•01110, Cr 0001L1 Pon 31x0. 0 2 NO POST RIDGE CONNECTION 1•.1 -0• jam TWA 01TA4. 4 1770 •4$371*( 401 R.M was common am 003-1 Poss. PaT1 370 moor TRUSS/POST SS C0 PC11 �� 2 • ROOT TO 1A4T04 l N1t'0'Si0 T to O 2- CCM 12/7 I llt ik 1-101 (T1}.) • ■IN A S11130111 TO P1. 00 APO I • 2.• " C -I(T3. 3•-0 •{' 3A1 *370.5 e B UTCH GAMEREL 0 z 4 /7'.I• -O' 74. 11 � I YQ101 A -A 0.M 224 70T108 rJN R170O 33NAILDPT337 104 8, TO ORr CEIVED CITY OF TUKWILA AIL 0CT 1 0 20 C al 43 Oz O U z O E"• z H2 ze E E" w < a ic PROJECT 90- 707 -103 ORAT7NO NME: 90- 707 - 103.0.0 SHEET Pro. 2 O 7 BAY SIZE RAFTER SPAN FOR SPANS EXCEEDING: 10' 12' 14' 10' (2)2X10 (2)2X1 (4)2X10 (2)2X10 DFL NO.2 )2X12 N0.2 (2)2X10 + (2)2X10 SCABS 12' (2)2X10 H.F. NO.1 (2) HF N0.1 (4)2X10 (2)2X10 DFL N0.2 ( OFL NO.1 (2)2X12 + (2)2X12 SCABS 14' (2)2X12 (2)2X1 + (2)2X12 (4)2X10 HF N0.1 (2)2X12 Oft .2 (2)2X10 OFL N0.1 (2)2X8 SCABS (4)2X10 DFL N0.2 POST SPACING VE HEIC FOR SPANS EXCEEDING: TO 10' 12' 14' 15' 16' 10' 18" DIA. 18" DIA. 24" 24" CIA. 24" DIA. • 24" DIA. 34' USE 24" DIA. 12' 18" DIA. 24" DIA. DIA. ' CIA. 24' DIA. 24" DIA. 28' USE 24" DIA. 14' 24" CIA • 24" 0 24" DIA. 24' ..24' 010. 14" DIA. 24' USE 24" DIA. BLDG. WIDTH (SPAN) SAVE 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 61(6 61(8 61(8 28' 6X6 6X6 6X6 6X8 6X8 BAY SIZE HEI 8' 10' 13' 14' 15' 16' 10' 4X6 4X6 * 6X6 6X6 6X6 6X6 12' 4X6 * 4X6 * 4X6 6X6 6X6 6X6 6X6 14' 4X6 * 4X6 4X6 It X6 6X6 6X6 6X6 BAY SIZE PURLIN /SPACING 20' 24' 2X6 0 24' 0.C. HF NO. 2 36' 10' 10' 1." 2 ,,,,•.• Iv 2 3 2X6 0 24" O.C. HF NO. 2 2 12' 2X6 0 24" 0.C. OFL NO. 2 3 3 14' 14' 2 2X6 DFL NO. 2 0 18" 0.C. 3 4 2X6 0 48" 0.C. + (2) 2x6 57' TO 96' 9 0 48" 0.C. (ALTERNATING) -HF BAy SIZE TRUSS SPAN 20' 24' 30' 36' 40' 10' 2 2 4X6 2 3 12' 2 2 4X6 3 3 14' 2 2 6X6 3 4 BAY SIZE EAVE HEIGHT TO 11' 12' 14' 15' 16' 10' DETAIL 5A/2 4X6 4X6 4X6 6X6 12' (2)2X10 4X6 4X6 6X6 6X6 14' • 4X6 6X6 6X6 6X6 BEAM SPAN . 10' _ 12' 14' 2X10 W/ LEDGER (2X10 OF N0.2 AT 14' BAY) 2X6 EDGER (2X12 HF N0.1 AT 14' BA ( 2X12 W/ 2X6 LEDGER DETAIL 5A/2 DETAIL 5A /2 DETAIL SB /2 BAY SIZE BEAM SPAN 10' 12' 14' 10' (2)2x10 (2) 0 (2)2X12 (1)2X12 2X12 2X8 SCAB ti 12' (2)2X10 (2 X10 (2)2X12 OFL NO.2 ( 1 )2X12 2 DFL O. 2t W/ 2X10 48• MAX. 14' (2)2X10 (2)2X1 (2)2X12 OFL NO.1 2X12 W /2X8 S * (2)2X10 OFL 1 57' TO 96' SIOEWALL POST SCHEDULE ALL BUILDING WIDTHS TO 40' NOTE : 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 WAU. OPENING. PURLIN SCHEDULE INTERIOR RAFTER SCHEDULE GRID SYSTEM NOTES: ALL BLOCK BOLTS 3/4" • FOR SPANS WITH NO CANTILEVER, SCABS ARE TO BE 8' -O" LONG MIN.. CENTERED IN SPAN ANO 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. ENDWAU. POST SCHEOULE O ALL BUILDING WIDTHS TO 40 NOTE : FOR ALL EAVE HEIGHTS LESS THAN 11', USE 4X6, EXCEPT AT 26, 28', 36', & 40' SPANS, USE 6X6 RAKE BEAM W/ OVERHANG SCHEDULE * 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. GRID SYSTEM POST FOOTIN SCAB INTERIOR POST SCHEDULE s THESE POSTS TO BE BRACED PER DETAIL 17/2 OR USE 6x6 POST. ( Od 0 12" 0.C. STAGGERED) SCHEDULE (WITHOUT CONCRETE SLAB) SEE DETAIL 1/2 NOTES, 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 REOUIREMENTS. '+N3a.15iu'tM 44,..sN4.4S 617v?`A.'41xttJpf'.��+:.a. itnSxvsv44114.elka ..�r�.fanYa •a:imaL7 ': 'sr,�'.ai TRUSS BLOCK BOLT SCHEDULE WASHERS RAKE BEM( SCHEDULE T A LEN-TO AM CLAMED WALL LEAN -TO BLDG POSTS TO BE 4 HF /2 S45 F9R ALL POST HTS. LEAN -TO • FTN' ARE O BE 18 x 4' DEEP. SIDEWALL POSTS OF THE MAIN UCTURE SUPPORTING A LEAN -TO STRUCTURE SHALL 'ER SCH DULE A, SHT 3 OF 7. 4X6 POSTS SHAL • VE 1 2X6 P.T. SCA)AB, 3/4 FULL HT & TO BELO ROU 0 LEVEL. W/ ( ROWS WITH DEPTH PER SCHEO H OR J, SHALL 3 OF 7. ENOWALL POSTS OF MAIN STRUCTURE • PPORTING A LEAN -TO STRUCT SHALL BE PER SCH LE 8, SHEET 3 OF 7 (• • POST MIN.). FTNGS • BE EMBEDDED PER S EDULES H OR J, SHEET 3 • 7. SEE SHT5 5, 6. 7 & SWB FOR CLADDING REO.'S, IF ANY. EAVE GIRT TIE STRAP NOTES; 1. NAIL QTY'S SHOWN ARE EACH SIDE OF SPLICE. 2. SEE SHEETS 5, 6. 7 AND POSS18 , R - ICE • BOTES' 1. A« BUII 2. TRL OF DES RE( MATT 3. THE c SN( .541 SEI' 4. R01 MIN SCI AT SEI 5. LUI 2X• 511 BLJ 6. EM IN CO RE WI1 7. BO NL 8. CC SP 9. BA 4" BY TO PE PF IT 10. ST 11. 1E EP GI a BI 12. C( 13. N) BLDG. WIDTH (SPAN) BLDG. LENGTH NO TIE TI STRAP PER DETAIL 11/2 . LENGTH QTY NAILS 20' 3 . 37' TO 60' 5 u 45' TO 72' 6 28' 48• MAX. . 57' TO 96' 9 36' 60' MAX. 61' TO 108' 11 40' 64' MAX. 65' TO 120' 14 SIOEWALL POST SCHEDULE ALL BUILDING WIDTHS TO 40' NOTE : 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 WAU. OPENING. PURLIN SCHEDULE INTERIOR RAFTER SCHEDULE GRID SYSTEM NOTES: ALL BLOCK BOLTS 3/4" • FOR SPANS WITH NO CANTILEVER, SCABS ARE TO BE 8' -O" LONG MIN.. CENTERED IN SPAN ANO 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. ENDWAU. POST SCHEOULE O ALL BUILDING WIDTHS TO 40 NOTE : FOR ALL EAVE HEIGHTS LESS THAN 11', USE 4X6, EXCEPT AT 26, 28', 36', & 40' SPANS, USE 6X6 RAKE BEAM W/ OVERHANG SCHEDULE * 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. GRID SYSTEM POST FOOTIN SCAB INTERIOR POST SCHEDULE s THESE POSTS TO BE BRACED PER DETAIL 17/2 OR USE 6x6 POST. ( Od 0 12" 0.C. STAGGERED) SCHEDULE (WITHOUT CONCRETE SLAB) SEE DETAIL 1/2 NOTES, 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 REOUIREMENTS. '+N3a.15iu'tM 44,..sN4.4S 617v?`A.'41xttJpf'.��+:.a. itnSxvsv44114.elka ..�r�.fanYa •a:imaL7 ': 'sr,�'.ai TRUSS BLOCK BOLT SCHEDULE WASHERS RAKE BEM( SCHEDULE T A LEN-TO AM CLAMED WALL LEAN -TO BLDG POSTS TO BE 4 HF /2 S45 F9R ALL POST HTS. LEAN -TO • FTN' ARE O BE 18 x 4' DEEP. SIDEWALL POSTS OF THE MAIN UCTURE SUPPORTING A LEAN -TO STRUCTURE SHALL 'ER SCH DULE A, SHT 3 OF 7. 4X6 POSTS SHAL • VE 1 2X6 P.T. SCA)AB, 3/4 FULL HT & TO BELO ROU 0 LEVEL. W/ ( ROWS WITH DEPTH PER SCHEO H OR J, SHALL 3 OF 7. ENOWALL POSTS OF MAIN STRUCTURE • PPORTING A LEAN -TO STRUCT SHALL BE PER SCH LE 8, SHEET 3 OF 7 (• • POST MIN.). FTNGS • BE EMBEDDED PER S EDULES H OR J, SHEET 3 • 7. SEE SHT5 5, 6. 7 & SWB FOR CLADDING REO.'S, IF ANY. EAVE GIRT TIE STRAP NOTES; 1. NAIL QTY'S SHOWN ARE EACH SIDE OF SPLICE. 2. SEE SHEETS 5, 6. 7 AND POSS18 , R - ICE • BOTES' 1. A« BUII 2. TRL OF DES RE( MATT 3. THE c SN( .541 SEI' 4. R01 MIN SCI AT SEI 5. LUI 2X• 511 BLJ 6. EM IN CO RE WI1 7. BO NL 8. CC SP 9. BA 4" BY TO PE PF IT 10. ST 11. 1E EP GI a BI 12. C( 13. N) POST SPACING EAVE HEIGHT FOR SPANS EXCEEDING: TO 10' 12' 13' 14' 15' 16' 10' 18" DIA. 45' TO 72' 18" DIA. 18' CIA. 18" DIA. 18" DIA. 34' USE 24" DIA. 12' 18" 0 18" DIA. 1 " OIA. 18" DIA. 18" DIA. 18" DIA. 28' USE 24" DIA. 14' 18' OIA. • ' 18" DIA. 18' DIA. 18" DIA. 18" DIA. 24' USE 24" CIA. BLDG. WIDTH (SPAN) BLDG. LENGTH NO TIE TI STRAP PER DETAIL 11/2 DG. LENGTH OTY NAILS 20' 3 . 37' TO 60' 5 DETAIL 5A /2 DETAIL 50/2 45' TO 72' 6 28' 48' MAX. 2 le 3 . 57' TO 96' 9 36' 60' MAX. 61' TO 108' 11 40' 64' MAX. 65' TO 120' 14 BEAM SPAN TRUSS SPAN 10' 12' 14' 2X10 W 2X4 LEDGER (2X10 OF N0.2 AT 14' BAY) 2X6 LEDGER (2X12 HF N0.1 AT 14' BA 22) 2X12 DETAIL 5A/2 DETAIL 5A /2 DETAIL 50/2 BAY SIZE TRUSS SPAN 20' 24' 30' 36' 40' 10' 2 2 ■ 2 3 12' 2 2 le 3 3 14' 2 2 • 24" DIA. 3 4 ) 3X6 ' 14' 15' 16' X6 6X6 6 6X6 ■ 6X6 6X6 6X6 • 24 " CIA. X6 6X6 6X6 3X6 r A. Ul F N u 0 z i d 0 Z � °� a m cis ;82 It a A � Cal g o z • PROJECT 98- 707 -103 DRAWING NAME: 98- 707- 1010WG SHOT N0. 3017 40 14' 6X6 6X6 6X6 6X6 6X6 15' 6X6 6X6 6X6 6X8 6X8 16' 6X6 6X6 6X6 6X8 6X8 WE HEIGHT iTS LESS THAN 11', USE 4X6, 36', & 40' SPANS, USE 6X6 :DULE :HEDULE HE POSTS TO BE BRACED PER 17/2 OR USE 6x6 POST. IOd O 12' 0.C. (STAGGERED) HEDULE (WITHOUT CONCRETE SLAB) HOLE DEPTHS 4' -0' U.N.O. • - HOLE DEPTHS 4' -6" •• - HOLE DEPTHS 5' -0' HOLE DIAMETERS SHOWN ARE A MINIMUM SEE SHEETS 5, 6, 7 ANO SWB FOR OTHER FOOTING REQUIREMENTS. TRUSS BLOCK BOLT SCHEDULE 4 0 MACHINE BOLTS W WASHERS O 3 SEE DETAIL 1/2 RAKE BEAM SCHEDULE T CLACDEO WA LEAN -TO BLDG POSTS ALL POST HTS. LEAN -TO x 4' DEEP. SIDEWALL POSTS OF THE MAIN A LEAN -TO STRUCTURE SHALL 3 OF 7. 4X6 POSTS SHAL SCAB, 3/4 FULL HT & TO B (2) ROWS OF 16d 0 4" WI H DEPTH PER SCHEID H 0 CON RB MAIN TO B ENT ONLY HF 2 S4S FpR ARE TO BE 18 0 UCTURE SUPPORTING ER SC A, SHT ELO P.T. W/ FMCS HALL BE 2'0 RJ, S T30F7. ENDWALL POSTS OF MAIN STRUCTURE PPORTING A LEAN -TO STRUCT SHALL BE PER SCH LE B. SHEET 3 OF 7 (. POST MIN.). FTNGS S • BE EMBEDDED PER S EDULES H OR J, SHEET 3 • 7. SEE SHTS 5, 6, 7 & SWB FOR CLADDING REO.'S, IF ANY. O EAVE GIRT TIE STRAP NOTES. 1. NAIL QTY'S SHOWN ARE EACH SIDE OF SPLICE. 2. SEE SHEETS 5, 6, 7 AND POSSIB , ; R SPLICE NOTE' 1. AL,. WORK ANO MATERIALS SHALL CONFORM TO THE 1997 ,ION OF THE UNIFORM BUILDING CODE AND AS AMENDED BY LOCH. JURISDICTION. 2. TRUSS DESIGN, FABRICATION ANO INSTA.LA11ON SHALL CONFORM TO THE 1997 EDITION OF THE UNIFORM BUILDING CODE ANO 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 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 ANO FOR ENCLOSEQ STRUCTURES ONLY. WIND LOA): 80 MPH, EXPOSURE B (25% REDUCTION IN WIND STAGNATION PRESSURE ALLOWED.) DESIGN LOADS: SNOW LOAD: 25 PSF SOI BEARING: 2000 PSF LATERAL: 200 PSF / FT OF DEPTH SEISMIC ZONE: 3 4. ROOF & WALL METAL PANELS SHALL BE 29 GA BHP NOR CLAD, OR EQUAL, HAVING 80 KS1 MIN. YIELD STRENGTH. ROOF PANELS SHALL BE FASTENED WITH /14 x 1 -1/2' SELF TAPPING SCREWS AT 9" 0.C. ALONG EACH PURLIN AND EACH RAKE BEAM ANO #12 STITCH SCREWS AT 24' 0.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 & LARGER HF N0.1 ROUGH SAWN BLOCKING: HF STANDARD ANO BETTER 6. EMBEDDED STRUCTURAL POSTS SHALL BE PRESERVATIVE TREATED FOR 0.60 pef 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 pef RETENTION IN CONFORMANCE WITH AWPA C2. NAILS, BOLTS, ANO 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 REOUIREM NTS 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 ENDWALLS AND SIDEWALLS. SIDING SHALL BE NAILED WITH 8d COMMON OR GALVANIZED BOX NAILS AT 4' 0.C. ALONG PANEL EDGES AND 12" 0.C. IN FIELD. ALL EDGES OF SIDING TO BE BLOCKED. FOR SHIPLAPPED EDGES BOTH PANELS SHALL BE EDGE NAILED WITH 6d AT 4" 0.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. FOR REQUIREMENTS. 14. o) WHEN DOOR/WINDOW ASSEMBUES OCCUR IN ENOWALLS AND AS LIMITED BY SHEETS 5, 6 & 7 OF 7, EACH SIOEWALL TO HAVE THE MINIMUM CLADDING SEGMENTS LENGTHS OF: 11' FOR UP TO 28' MAX SPAN 17' FOR 28' < SPAN g 40' b) WHEN DOOR /WINDOW ASSEMBUES OCCUR IN SIDEWALLS. EACH ENDWALL TO HAVE THE MINIIMUM CLADDING SEGMENTS LENGTH SHOWN ON SHEET SWB. GRID ALL FOOT! POST FOOTING SCHEDULE (W/ CONCRETE SLAB) OOTING SCHEDULE DIAMETER, 4' -' DEEP R ECE 1 ,� 0 111 - 00 90=0 \1 C °4.1e1 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. 8 1' z W Q J V 00 top cow W J co LL w v W Z �. o W ~ 0 in w w H U' LL O . al U = . E5 z VE HEI FOR SPANS EXCEEDING: ?' 14' 15' 16' DIA. 24' 24" DIA. 24' DIA. • 24 " CIA. 34' USE 24' DIA. CIA. CIA. ' DIA. 24" DIA. • 24" DIA. 28' USE 24" DIA. 0 24' 01A. 24" . • 24' DIA. • 24" CIA. 24' USE 24' DIA. r A. Ul F N u 0 z i d 0 Z � °� a m cis ;82 It a A � Cal g o z • PROJECT 98- 707 -103 DRAWING NAME: 98- 707- 1010WG SHOT N0. 3017 40 14' 6X6 6X6 6X6 6X6 6X6 15' 6X6 6X6 6X6 6X8 6X8 16' 6X6 6X6 6X6 6X8 6X8 WE HEIGHT iTS LESS THAN 11', USE 4X6, 36', & 40' SPANS, USE 6X6 :DULE :HEDULE HE POSTS TO BE BRACED PER 17/2 OR USE 6x6 POST. IOd O 12' 0.C. (STAGGERED) HEDULE (WITHOUT CONCRETE SLAB) HOLE DEPTHS 4' -0' U.N.O. • - HOLE DEPTHS 4' -6" •• - HOLE DEPTHS 5' -0' HOLE DIAMETERS SHOWN ARE A MINIMUM SEE SHEETS 5, 6, 7 ANO SWB FOR OTHER FOOTING REQUIREMENTS. TRUSS BLOCK BOLT SCHEDULE 4 0 MACHINE BOLTS W WASHERS O 3 SEE DETAIL 1/2 RAKE BEAM SCHEDULE T CLACDEO WA LEAN -TO BLDG POSTS ALL POST HTS. LEAN -TO x 4' DEEP. SIDEWALL POSTS OF THE MAIN A LEAN -TO STRUCTURE SHALL 3 OF 7. 4X6 POSTS SHAL SCAB, 3/4 FULL HT & TO B (2) ROWS OF 16d 0 4" WI H DEPTH PER SCHEID H 0 CON RB MAIN TO B ENT ONLY HF 2 S4S FpR ARE TO BE 18 0 UCTURE SUPPORTING ER SC A, SHT ELO P.T. W/ FMCS HALL BE 2'0 RJ, S T30F7. ENDWALL POSTS OF MAIN STRUCTURE PPORTING A LEAN -TO STRUCT SHALL BE PER SCH LE B. SHEET 3 OF 7 (. POST MIN.). FTNGS S • BE EMBEDDED PER S EDULES H OR J, SHEET 3 • 7. SEE SHTS 5, 6, 7 & SWB FOR CLADDING REO.'S, IF ANY. O EAVE GIRT TIE STRAP NOTES. 1. NAIL QTY'S SHOWN ARE EACH SIDE OF SPLICE. 2. SEE SHEETS 5, 6, 7 AND POSSIB , ; R SPLICE NOTE' 1. AL,. WORK ANO MATERIALS SHALL CONFORM TO THE 1997 ,ION OF THE UNIFORM BUILDING CODE AND AS AMENDED BY LOCH. JURISDICTION. 2. TRUSS DESIGN, FABRICATION ANO INSTA.LA11ON SHALL CONFORM TO THE 1997 EDITION OF THE UNIFORM BUILDING CODE ANO 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 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 ANO FOR ENCLOSEQ STRUCTURES ONLY. WIND LOA): 80 MPH, EXPOSURE B (25% REDUCTION IN WIND STAGNATION PRESSURE ALLOWED.) DESIGN LOADS: SNOW LOAD: 25 PSF SOI BEARING: 2000 PSF LATERAL: 200 PSF / FT OF DEPTH SEISMIC ZONE: 3 4. ROOF & WALL METAL PANELS SHALL BE 29 GA BHP NOR CLAD, OR EQUAL, HAVING 80 KS1 MIN. YIELD STRENGTH. ROOF PANELS SHALL BE FASTENED WITH /14 x 1 -1/2' SELF TAPPING SCREWS AT 9" 0.C. ALONG EACH PURLIN AND EACH RAKE BEAM ANO #12 STITCH SCREWS AT 24' 0.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 & LARGER HF N0.1 ROUGH SAWN BLOCKING: HF STANDARD ANO BETTER 6. EMBEDDED STRUCTURAL POSTS SHALL BE PRESERVATIVE TREATED FOR 0.60 pef 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 pef RETENTION IN CONFORMANCE WITH AWPA C2. NAILS, BOLTS, ANO 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 REOUIREM NTS 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 ENDWALLS AND SIDEWALLS. SIDING SHALL BE NAILED WITH 8d COMMON OR GALVANIZED BOX NAILS AT 4' 0.C. ALONG PANEL EDGES AND 12" 0.C. IN FIELD. ALL EDGES OF SIDING TO BE BLOCKED. FOR SHIPLAPPED EDGES BOTH PANELS SHALL BE EDGE NAILED WITH 6d AT 4" 0.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. FOR REQUIREMENTS. 14. o) WHEN DOOR/WINDOW ASSEMBUES OCCUR IN ENOWALLS AND AS LIMITED BY SHEETS 5, 6 & 7 OF 7, EACH SIOEWALL TO HAVE THE MINIMUM CLADDING SEGMENTS LENGTHS OF: 11' FOR UP TO 28' MAX SPAN 17' FOR 28' < SPAN g 40' b) WHEN DOOR /WINDOW ASSEMBUES OCCUR IN SIDEWALLS. EACH ENDWALL TO HAVE THE MINIIMUM CLADDING SEGMENTS LENGTH SHOWN ON SHEET SWB. GRID ALL FOOT! POST FOOTING SCHEDULE (W/ CONCRETE SLAB) OOTING SCHEDULE DIAMETER, 4' -' DEEP R ECE 1 ,� 0 111 - 00 90=0 \1 C °4.1e1 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. 8 1' z W Q J V 00 top cow W J co LL w v W Z �. o W ~ 0 in w w H U' LL O . al U = . E5 z BLDG. WIDTH (SPAN) EAVE HT 8 ' 10' 12' 14' 16' 20' OR 30' 4X6 4X6 6X6 6X8 6X8 22' OR , 4X6 6X6 6X6 6X8 6X8 24',34' R 36' 4X6 6X6 6X6 6X8 8 26' ' OR 40' 4X6 6X6 6X8 6X8 6X 28' 4X6 6X6 6X8 6X8 6X8 BLOC. DTH AN) SAVE HEIGHT 8' 10' 12' 14' 15' 20' 0 0' 4X6 4X6 6X8 6X8 6X8 22' OR 4X6 6X8 6X8 6 6X10 24',34' OR 3 4X6 6X8 6X8 8 6X10 26',38' OR 40' X6 6X8 6X8 6X10 6X10 28' 6 6X8 6X8 6X10 6X10 BAY 512E EAVE HEIGHT TO 10' 11' 12' 14' 15' 16' 10' 4X6 ' 4X6 6X6 6X6 6X6 12' 4X6 Cal 6X6' 6X6 6X6 6X6 14' 4X6 • - 6X6• 6X6 6X8 6X8 8Ay SIZE TRUSS SPAN 20' 24' 28' 36' 40' 10' 18" x 18' 24" x 24' ' 24' x 24" 24" x 24" 12' 24' x 24" 24" x 2 4X6 •• x 26' 26" x 26" 14' 24" x 24" 24" x 24' 6X6 26" x 26" 28" x 28" BAY 512E EAVE HEIGHT 8' 10' 12' 1 16' ' 10' 4X6 4X6 4X6 6X6 6X6 1 ' 4X6 4X6 4X6 6X6 8 4' 4X6 4X6 6X6 6X6 6X8 BAY IZE SAVE HEIGHT 8' 10' 12' 14' 16' 1 4X6 4X6 4X6 6X8 6X 12' 4X6 4X6 4x6 6X8 8 14' 6X8 4X6 6X8 6X8 6X8 BLDG. WIDTH (SPAN) SAVE HEIGHT TO 10' 11' 12' 14' 15' 16' 20' OR 30' 6X6• 6X6• 6X6 6X6 6X8 6X8 22' OR 32' 6X6• 6X6 6X6 6X8 6X8 6X8 24',34' OR 36' 6X6• 6X6 6X6 6X8° 6X8 6X8 26',38' OR 40' 6X6• 6X6 6X8 6X8 6X8 28' 6X6 6X8 6X8 6X . °ALTERNATE . AI TCPN•TC POST PER PACT PCP OETAL 25A/4. Q ' O nCTell ISO /I I . 0 / � 1 C O SIDEWALL POST SCHEDULE ALL BUILDING WIDTHS TO 40' POST MATERIAL: DFL N0.2 S4S NOTE : ALL NOT C AN OPE POST P POST MATERIAL: NOTE : CORNER POSTS SAME AS ABOVE 4X6 DFL N0.2 POST MATERIAL: HF W/ TYPE & GRADE PER NOTE /5, SHEET 3 NOTE : CORNER POSTS 4X6 (ORIENTATION SAME AS ABOVE) • ALTERNATE POST PER DETAIL 25A/4. • ALTERNATE POST PER DETAIL 250/4. GRID ALL POS NER POSTS 4X6 EXCEPT IF THEN WIDE L TO W INTERIOR POST1iCHEDULE x6 HF N0.2 ROUGH SIZE (ALL EAVE HEIGHTS & BAY WIDTHS) ,Q$ OFL NO. 2 (TO 14' EAVE HEIGHT, 12' BAYS & TO 16' EAVE HEIGHT, 10" BAYS. BRACE PER DETAIL 17/2 FOR ALL OTHER CONDITIONS). NTATION ENT TO MENSION OF TH OPENING. SLAB / FOOTING PLAN O ENDWALL POST SCHEDULE ALL BUILDING WIDTHS TO 40 POST MATERIAL: OFL N0.2 S4S POST MATERIAL: HF W/ TYPE & GRADE PER NOTE /5, SHEET 3 ENDWA.L & CORNER POSTS ALL FOOTINGS: 18" x 18' NOTE: SEE SHEETS 5, 6 AND SWB FOR OTHER FOOTING REQUIREMENTS. SJV mddL�Y`aYix'J.fa Yid'�k.L .. i 'w5n$rt +Uf:,SA'sN.Ml:OfXV�..'�L 2i ".6.31d1 NOTES; 1. DETAILS A140 SC 2. FOR ANY CLEAR IN ACCORDANCE TO EMBEDDED F ALL CRITERIA LI THET APPLY. AR 3. DETAILS AND SC SHEETS 2 OF 7 4. FOOTING OPTION OR MORE OPTIC ALTERNATE POST I ".I —° a 1001111i POI /OTC it INT3. SIZE TRUSS SPAN 20' 24' 28' 36' 40' 10' 18' x 18 24' x 24' " 24" x 24 24" x 24" 12' 24" x 24 24" x 2 6X8 • x 26" 26' x 26' 14' 24' x 24" 24' x 24' 28' 4X6 26" x 26 28' x 28' S PAN) 1:1:1111 ' OR 30' 4 4X6 10' 12' 14' 16' 4X6 6X6 LI 6X8 !' OR A , 4X6 6X6 6X6 6X6 6X6 ,34'M 4X6 ' OR 40' 4X6 6X6 6X6 6X8 ,II 6X6 6X8 6X8 11= 28' 4X6 6X6 6X8 6X8 6X8 BLDG. WIDTH (SPAN) SAVE HEIGHT TO 10' 11' 12' 14' 15' 16' 0' OR 30' 6X6• 6X6• 6X6 6X6 6X8 6X8 '2' OR 32' 6X6• 6X6 6X6 6X8 6X8 6X8 .',34' OR 36' 6X6• 6X6 6X6 6X8 6X8 6X8 i',38' OR 40' 6X6 6X6 6X8 6X8 6X8 28' 6X6 6X8 6X8 6X • ,nWAR LOG. IDTH N) 011 K NO. 1 HO(P)I 9Z% TWA is M AUOFATC Ta 111 W N I40.1 POST, TM Pt", SDHNK A MD Meta) • AND/Olt TO TIC M M NO. TM KM, 1. DETAILS AND SCHEDULES ON THIS PLAN APPLY FOR SPREAD FOOTING APPLICATION 2. FOR ANY CLEARSPAN /GRID BUILDING, SPREAD FOOTING FOUNDATIONS IN ACCORDANCE WITH THIS PLAN MAY BE USED AS AN ALTERNATIVE TO EMBEDDED POST FOUNDATIONS WITH THE.. EXCEPTION THAT ALL CRITERIA LISTED IN SHT 5. 6 OR SWB (BRACED WALLS) AS THEY APPLY. ARE MET, 3. DETAILS AND SCHEDULES ON THIS PLAN SUPERSEDE LIKE ONES IN SHEETS 2 OF 7 & 3 OF 7. 4. FOOTING OPTIONS SHOWN ARE AT THE BUILDER'S DISCRETION. ANY ONE OR MORE OPTIONS MAY BE USED IN THE SAME BUILDING (SEE NOTE 2). 2w/M P.T. T -art POST YRPL SQD --�? !A'� Kit IQ Srsa OA. • BAK OP POST POST NOT PRSDIAl11c TRATIO. III I. 2' -11 SOWII[ ( KA roaout Mt KMAX KR DC• .L (NG PIC CCOIS R aa. NO IJx? M SOL'WLS. SPREAD FOOTING DETAIL (NO SLAB) 1 FOOTING TO KM OPP Mane MCC *COVE ILD CITY OF Zpou FOOTING SCHEDULE pER M1T CEa R a SPREAD FOOTING DETAIL (POST IN CONC.) UC r.r - GRID SYSTEM F00 SIZES: 10' BAY 12' BAY 14' SEE DETAIL 1. 4. FOOTING SIZE SEE DETAI 6�4. 18" x - 8" x 18' 20' x 20" - 24" x 24" SEE SHEETS 5, 6 AND SW8 FOR OTHER FOOTING REQUIREMENTS. PROJECT 98- 707 -103 ORAW$G NAYS: 98- 707- 1010wG SHEET NO. 4 O 7 4X6 4X6 4X6 X6 4X6 6X8 6X8 6X8 6X8 6X8 6X8 6X8 6X8 6X8 6 6 8' EAVE HEIGHT 10' 12' 14' 6X10 6X10 N• S4S EAVE HT 6X8 6X10 6X10 6X10 6X10 0 OR 14'OR3 18' OR 40' 28' BLDG. T MATERIAL: HF W/ TYPE & GRADE PER NOTE 15, SHEET 3 !EIGHT, ENDWALL POST SCHEDULE ALL BUILDING WIDTHS TO 40 POST MATERIAL: OFL N0.2 S4S POST MATERIAL: o ALTERNATE POST PER DETAIL 25A/4. • ALTERNATE POST PER DETAIL 258/4 ENDWA.L & CORNER POSTS ALL FOOTINGS: 18' x 18" OTHER REQUIREMENTS. FOR j'IOTES; W4 • ,Y '�CiuCLK•.Q.: "4.br • ai.•baf;. .f .r..h^uYJf '( M 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 40' I 20' 0.0' 10.4' 10.6' 11.0' 11.4' 11.6' 12.0' 12.2' 2.6' 13.0' 13.2' 24' 1 . • 12.4' 12.8' 13.2' 13.6' 14.0' 14.4' 14 . 15.2' 15.4' 15.8' 28' 14.0 14.6' 6' 15.0' 16.0 _ 15.4' 16.5' 15.8' 17.0' 16.2' 17.4' 16.8' 18. • .2' 18.4' 17.6' 18.9' 18.0' 19.3' 18.6' 19.9' 30' 15.0' 32' 16.0' 16.; 17.0' 17.6' 18.2' 18.6' . ' 19.6' 20.2' 20.6' 21.2' 36' 9.0' 9.3' 2' 19.8' 20.4' 21.0' 1.6' 22.0' 22.6' 23.2' 23.8' 40' 10.0' 10.4' 10. 22.0' 22.6' 2 24.0' 24.6 25.2' 25.8',264' - 42' 10.6' 10.9' 11.3' 'la 23.7' .4' 25.1' 25.8' 26.4' 27.0' 27.7' 48' 12.1' 12.4' 12.8' 13. 13.6' 14.0' 28.6' 29.4' 30.2' 31.0' 31.8' 52' 13.1' 13.5' 13.9' 14.3' 23.0'' 15.1' 15.5' 32 0' 32.8' 33.8' 34.4' 56' 14.1' 14.5' 15.0' 15.4' . . 16.3' 16.7' 17.2' 17,6 ' 36.2' 37.0' 60' 15.1' 15.5' 16.0' 16.5' 17.0' 5' 17.9' 18.4' 18.9' 19.4' 39.6' 68' - - 18.2' 1; 19.2' 19.; 20.3' 20.9' 21.4' 21.9' 22.5' 32.6'' 72' - - 19.2' •.8' 20.4' 20.9' 5' 22.1' 22.7' 23.2' 23.8' 76' - - - 20.9' 21.5' 22.1' 22. 23.3' 23.9' 24.5' 25.1' 80' - - - - 22.6' 23.3' 23.9' • 5' 25.2' 25.8' 26.4' 84' - - - - 23.8' 24.4' 25.1' 25. 26.4' 27.1' 27.8' 88' - - - - - 25.6' 26.3' 27.0' 7' 28.4' 29.1' 22.2' 92' - - - - - - 27.5' 28.2' 29.• 29.7' 30.4' 23.9' 96' - 92' - - - - 28.7' 29.4' 30.2' 0' 31.7' 25.7' 100' - - - - - - - 30.7' 31.5' 32. 33.1' 26.8' 104' - - - - - - - - 32.7' 33.6' 34.4' 28.0' 108' - - - - - - - - 34.0 34.8' 35.7' 29.1' 112' - - - - - - - - - 36.1' 37.0' 30.2' 116' - - - - - - - - - - 38.3' 31.3' 120' - - - - - - - - - - 39.7' - � SPAN 'r' 20' 22' 24' 26' Orb 30' 32' 34' 36' 38' 40' r 20' 8.4' 8.6' 9.0' 9.2' 9.6' 10.0' 10.2' 10.6' 10.8' 11.2' 11.6' 24' 10.0' 10.2' 10.8' 11.2' 10.6' 11.8' 12.2' 116' 13.0' 13.4' 13.8' 28' ' 11.6 12.2' 12.6' 13.0' 13.4' 13.8' 14.4' 14.8' 15.2' 15.6' 16.2' 30' • 12.5" 13.0'' 13.4" 13.9 • 14.4" 14.8'' 15.4'' 15.8" 16,3' 16.7'' 17.3' - W/ "13.8 ''14.2" - 14.; "15.8" o 16.4" 16.8 "17.4 ''17.8 ''18.4' rd .. x • 13.4 ►�. 15.0' 15.6" 16.2'' 16. - 7.8'' 18.4' " 19.0 19.6' 20.2'' 20.8' - . 16.6 ' "18.0' - '18.6 . 19.8 ' ''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' • 10.0'10.4' - '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' • 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' x�. NI 20' 22' 24' 26' 28' 30' 32' 34' KMKMKoltollKOl(ol MINI rirolColrolrolro] roll•1 [ - rOlVare1 36' rlrolc LA 3' KOALA �r 0 40' 20' 1ol1[o111©11111Eol Col[o7Col[atartltollIMEMMIll 101101111011�tollrD7r07UDIP CONrOlcol l7\ WOlrt. Eimrs,4 CD]�lEt+lEa rol[7[0].[0l[7 ColrolColl07 Colt7Col[o - t07r511ColCOlr07COlroll ` olCo7COlCOlCO1rOl r 4OIrOICOlIEn Mol - Warellir4101110111011MIDAINI Colro7 - [olrol[olrollrACol[[o11C [olrol[olcn r0 iacolrArolrolrolcOlca - toll r0]LOJ.MEA Co7 KOTAKol0ll70l[o7Co7 - ' 2: 30' o 0 32' 36' 40' 42' 48' 52' 56' 60' 68' 72' - - 76' - - 80' - - - Nva[olniNal[ol[olrol� ILWA 84' - - 88' - - 92' - - /4 - - 96' - ean ICI - - - r010'� O O O 100 - W/ - - - - - rol o O o 104' - rd - - - - - - .O O n I08' 112' Mi a - - - - - - IDA1 - II4 ' - - - - - - - 116' - - - - - - - - - © 120' - - - - - - - - - - 0 a 711 ®,VA[olrolr 28' 20' o f dAMrOlrOlrOlrOlCOlrO1r CO0C�OICOICOICOIrOICOIr� IMIL ro7tiVColrO7[o7rol rata 11[07 l7tolCo Co7rol[7\7rAI[o7rolCOlrolrO7C07 [ o7to1C - 22' 10 I \`!0►110/1rO1rOlrOlCOarLOlCOlr WM - 24' t 0l r01COlE ►71ro7ColCo A ].IolIoAifoll7t01Ir01I01IMI rolrFit7COlrolrOlCO7COlr COIFA7l7roll7COlrolrolr wi►.colCO.irolrolcolrOlrolnum VA 26' L o l KaWolyd7 [), - II COl\relrolrolrolr07 N ^00000OOOOo,Oo 30' O l o IrAColColCol 32' (O l BIKOMIVill[ol !CAI O1W01B1E1r 34' KO l . .41Co1C roll 36' I[ 0 7 .10 38' l O 0 c OOOOc OOOOOOc OO ) Wo7UMW/ 30' 32 ' 36' 40' 42' 48' 52' 56' 60' 68' 72' - - 76' - - 80' - - 84' - - ► a - R 1 E 88' - IllrI - - - r01 ICI O o O O 92' - /AII - - - - \71 MAIE011ral 1115;:kbartaM01 - O \fir ECOVAMr O ©7[ - MUM WAWA ©7r©] ©01011 96' 100'r4 104' 108'6121 112' 0a C.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 116' - - - - - - - - - - 0 120' - - - - - - - - - - 0 LENG Eave Heig'�}{l = 12' max, Roof Slope 4;12 MINIMUM LENGTH OF ENDWALL CLADDING Note; Segments to be min. D/3.5 (min. of 2' -6" long -8' Lave) •' (See Note 6) D = Door He ght • A N ALTERNATIVE MAX • Oa(1L OOR E ENDWALL (/4 1 STRAPS ENGTTH SEGMENT . OTI (SIM. TRAP S BA NOTED LENGGTH AS SEGMENT (SIM. TO MAY BE USE A AN ALTERNATIVE • ONLY ONE ENDWALL LENG BRACED ENDWALL Eave Height (HI = 16' max, Roof Slope 4:12 $ MINIMUM LENGTH OF ENDWALL CLADDING Note; S' g (See No a E) min. 0/3 D = Do or Height BRACED ENDWALL Ow 4E l ame N gai 7 tit Nut a)Z OI+e=C 747 -ON) M 20' 22' 24' 26' 28' 30' 32' 34' 3 - 38' 40' r 20' 0.0' 10.4' 10.6' 11.0' 11.4' 11.6' 12.0' 12.2' 2.6' 13.0' 13.2' 24' 1 .4 12.4' 12.8' 13.2' 13.6' 14.0' 14.4' 14 . 15.2' 15.4' 15.8' 28' 14.0 14.6' 15.0' 15.4' 15.8' 16.2' 16.8' .2' 17.6' 18.0' 18.6' 30' 15.0' 6' 16.0' 16.5' 17.0' 17.4' 18.0 18.4' 18.9' 19.3' 19.9' - 32' 16.0' 16.; 17.0' 17.6' 18.2' 18.6' . ' 19.6' 20.2' 20.6' 21.2' 36' 9.0' 9.3' L.2' 19.8' 20.4' 21.0' 1.6' 22.0' 22.6' 23.2' 23.8' 40' 10.0' 10.4' 10. 22.0' 22.6' 2 24.0' 24.6' 25.2' 25.8' x26.4' 42' 10.6' 10.9' 11.3' 6' 23.7' .4' 25.1' 25.8' 26.4' 27.0' 27.7' 48' 12.1' 12.4' 12.8' 13. 13.6' 14.0' 28.6' 29.4' 30.2' 31.0' 31.8' 52' 13.1' 13.5' 13.9' 14.3' 15.1' 15.5' 32.0' 32.8' 33.8' 34.4' 56' 14.1' 14.5' 15.0' 15.4' .; 16.3' 16.7' 17.2' 17.6' 36.2' 37.0' 60' 15.1' 15.5' 16.0' 16.5' 17.0' 5' 17.9' 18.4' 18.9' 19.4' 39.6' 68' - - 18.2' 1; 19.2' 19.; 20.3' 20.9' 21.4' 21.9' 22.5' 72' - - 19.2' •.8' 20.4' 20.9' 5' 22.1' 22.7' 23.2' 23.8' 76' - - - 20.9' 21.5' 22.1' 22. 23.3' 23.9' 24.5' 25.1' 80' - - - 22.6' 23.3' 23.9' . .5' 25.2' 25.8' 26.4' 84' - - - - 23.8' 24.4' 25.1' 25. • 26.4' 27.1' 27.8' 88' - - - - - 25.6' 26.3' 27.0' 7' 28.4' 29.1' 92' - - - - - - 27.5' 28.2' 29.■ 29.7' 30.4' 96' - - - - - 28.7' 29.4' 30.2' 0' 31.7' 100' - - - - - - - 30.7' 31.5' 32. 33.1' 104' - - - - - - - - 32.7' 33.6' 34.4' 108' - - - - - - - - 34.0 34.8' 35.7' 112' - - - - - - - - - 36.1' 37.0' 116' - - - - - - - - - - 38.3' 120' - - - - - - - - - - 39.7' M 20' tolKOJI K7ro7rolrolrolrolrolro)Z0lro�t r 1010- 22' 1iCo1r0irQirQirol.22111rolr0ir0i Fko,IIMIEM�i I M� lr ►NI 7 )C0M - 24' MAIM . ©� CIrelV WMK^WV�,W�,�c�ro,��lrolrolcol�co� - 26' 10 .1ro11►AolrolcoarolrolcoI `�AL��\���MI�M� iaCole57.1rolrolrolrolIMI - 28' WlWltol11o11[olI_o1111[ol - 30' DI .Lo7Co7[olrolCo7 r, I����1r 0 �I�I�0� Co71V7rolrolrol - 32' �AI1[62CD] MIESMElrolco1 Irwin' 34' 36' IMMO" rA rOlraIBM [07 3 - 40' Eta Eta o 0 20 ' ' 2; 1�011co11ntiglnn10/1rrOn 30' tea Ira 0 32' 36' 40' LOI I ro7ra Cobolr�7Co7Co7Co7 IF 5] I rowelo� [o7co7[o7nncolCo7colrolrolro] - 42' 48' 52' 56' 60' 68' 72' - - 76' - - 80' - - - IMr;a�r�,�rolrolroln In 88' - - - 92' - - I4 - - 96' - 04.1 - - - rOl \7 O O O 100' - In - - - - -10,10 0 0 104' - K4 - - - - - - \ Q IrsAr©7rl - 0 O m O 108' oa - - - - - - 112' - - - - - - 116 - - - - - - - - - EO 120' - - - - - - - - - - S ° X te 030 �o � ix Isle Eggigv eat °m s LEN Jive Height (H) = 16' max, Roof Slope 4:12 MINIMUM LENGTH OF ENDWALL CLADDING Note. 3 (3 a Note lA min. D/3 D = Door Height BRACED ENDWALL S: :J, EXPIRE 1( ?to NOTES; 1. THIS / DRAWING IS INTENDED A USE WHEN THERE ARE 1-q O & S SIC PLANS CONJUNCTION ,W'XP SHTS 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 IN LOWER TABLE MAY BE USE 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 STRAPS ARE THE QUANTITY IN DICATED C BRACED WALLS TO BE CLADDED. 4. THE BRACED ENDWALL TABLES ARE FOR EACH ENDWALL. USE 4X6 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 REQUI ST RED PER SCHEDULE ON SHEET 3 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 CS18 -(18) 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 8 OF 7. 1-10 d 8. SE ' OF ADDITIONAL CLADDING OR BRACED WALL TYPE z .4°1 e w) 6 FOR EACH ENDWALL(S) SUPPORTING THE LEAN -TO STRUC. o as P w BRACED WALL u. 4 .174 .5 TYPE: see Non s O 0 1'- ©D EMBEDDED POST EACH y\ E FR EMBEDDED POST EACH SIDE PER NOTE 4. TYP. (1) STRAP (2) STRAPS MIN.-12' HT 10' MIN.-12' HT MIN.-I8' HT 18' MIN. -18' HT 5 MIN.-12' HT 6' MIN.-18' HT (2) STRAPS' 8' MIN. -18' SAVE HT (1) STEEL STRAP SEE NOTE 5 (2) STRAPS « (l) STRAP 10' MIN.-12' HT 16' MIN. -18' HT 9B (1) STRAP (2) STRAPS r -1 10' MIN. -12' NT 16' MIN. -16' HT 5' MIN.-12' 2' NT 5'M IN -12' "T 8' MINN.-I2.-18' HT 8' MIN. -18' HT 10' MI' HT 10' M 12' HT 18' MIN. -18' HT 18' MIN. -16' NT 10' MIN ' NT 10' M 12' HT SIDE PER NOTE 4. TYP. (1) STRAP F (2) STRAPS RECEF T�KWQ 2�C� � (1) STRA COfTCR Y � fTCENSER PERT' z O H (2) STRAPS 112" CDX PL 0 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 PLYWOODNSHEET MATE FRAMING • 12" O.C. 8 PROJECT 96- 707 -103 GRAVING NU(: 98- 707 - 103.090 SMUT NO. 5 Or 7 zz re w 00 W= JI- N LL w O to CJ w z � 0 Z w U co I- w 1--- �O w U 2_ z H s 20' 22' 24' 26' 28' 30' 32' 34' 3.' 38' 40' r I 20 12.4' 12.6' 13.0' 13.2' 13.6' 14.0' 14.2' 14.6' .8' 15.2' 15.6' 24' .8' 15.2' 15.6' 16.0' 16.4' 16.8' 17.0' 17.4' 17.8' 18.2' 18.6' 28' 1 1 17.8' 18.2' 18.6' 19.0' 19.4' 20.0' 2. 20.8' 21.2' 21.8' 30' 18.5 19.0' 19.5' 19.9' 20.4' 20.8' 21.4' .8' 22.3' 22.8' 23.3' 18.4" 32' 19.8' ' 2' 20.8' 23.4' 21.2' 24.0' 21.8' 24.4' 22.2' 25.0' 22.; 2 •• 23.2' 26.2' 23.8' 26.8' 24.4' 27.4' 24.8' 28.0' 36' 11.1' 11. 40' 12.3' 12.7' 0' 26.6' 27.2' 27.8' •.4' 29.2' 29.8' 30.4' 31.0' 42' 13.0' 13.3' 13. 14.0' 28.6' 29. 29.9' 30.6' 31.6' 31.9' 32.6' 48' 14.8' 15.2' 15.6' .9' 16,3' 1 ' 34.2" 35.0' 35.8' 36.4' 37.2' 25.1 ''25.7 52' 16.0' 16.5' 16.9' 1 . • 17.7' :.1' 18.5' 37.8' 38.6' 39.6' 40.4' 56' 17.3' 17.7' 18.2' 18.6' 9. 19.5' 19.9' 20.4' 20.8' 42.6' 43.4' 60' 18.5' 19.0' 19.5' 19.9' ' 20.9' 21.4' 21.8' 22.3' 22.8' 46.6' 68' - - 22.1' 22.6' 3.1 3.7' 24.2' 24.8' 25.3' 25.8' 26.4' '16.0' 72' - - 23.4' 23 24.5' • 25.6' 26.2' 26.8' 27.4' 27.9' 76' - - - ..3' 25.9' 26.5 7.1' 27.7' 28.3' 28.9' 29.5' 80' - - - - 27.2' 27.9' . ' 29.1' 29.8' 30.4' 31.0' 84' - - - - - 29.2' 29. • 30.6' 31.2' 31.9' 32.6' 88' - - - - - - 31.3' 0' 32.7' 33.4' 34.1' 92' - - - - - - - 33. 34.2' 35.0' 35.7' 96' - - - - - - - •.7' 36.5' 37.2' 100' - - - - - - - - - 38.0' 38.8' 104' - - - - - - - - - - - 108' 29.4 - - - - - - - - - - 112' - - - - - - - - - - - 116' - - - - - - - - - - - 120' - - - - - - - - - - - - \ SAN '" 20' 22' 24' 26' 28' 30' 32' 30' 32' 34' 36' 38' 40' r 1 30' 20' 10.0' 10.4' 10.6' 11.0' . 11.6' 12.0' 12.2' 12.6' 13.0' 13.2' 42' 24' 12.0' 12.4' 12.8' 13.2' 13.6' 14.0' 14.4' 14.8' 15.2' 15.4' 15.8' - 28' • 14.0 14.6' 15.0' 15.4' 15.8' 16.2' 16.8' 17.2' 17.6' 18.0' 18.6' - 30' 15.0" 15.6" 16.0" 16.5 ' 17.0" 17.4" 18.0'' 18.4" 18.9' 19.3'' 19.9' ,' O O t ' • 16.0" 16.6" 17.0" 17.6 ' " 18.6" 19.2" 19.6" 20.2' 20.6" 21.2' o I[©7 n 18.0' 18.6'' 19.2" 19.. ' 20.4' • 1.0 '' '21.6' 22.0 • 22.6'' 23.2'' 23.8' - - O 100' • 20.0"20.8' 11r, 21.4' 22.0 - - - 23.2" 24.0" 24.6' 25.2" 25.8" 26.4' 108' 112' 42' ' 10.6 '21.8' '22.6 ''23.2 - - - ''23.7 ''24.4'' - 25.1 ''25.7 - ''26.4 ''27.0 ''27.7' - - 48' • 12.1' 12.4' *25.6' '26.4' • 27.2' '28.0** 28.6' - - - '31.8' 116' - 52' • 113.9 - ''28.6 - ''29.4 ''30.2'' 31.0 '32.0''32.8' 33.6 ''34.4' - 56' • 14.1 "14.5' '15.0' '15.4' '31.6' '32.6' ' 33.4 ''34.4 ''35.2 ' 36.2' '37.0' 60' • 15.1 ''15.5' '16.0' '16.5' 17.0' 17.5' • 35.8 ''36.8 ''37.8 ''38.8 ''39.6' 68' - - 18.2' 18.7' 19.2' 19.8' 20.3' 20.9' 21.4' 21.9' '45.0' 72' - - 19.2' 19.8' 20.4' 20.9' 21.5' 22.1' 22.7' 23.2' 23.8' 76' - - - 20.9' 21.5' 22.1' 22.7' 23.3' 23.9' 24.5' 25.1' 80' - - - - 22.6' 23.3' 23.9' 24.5' 25.2' 25.8' 26.4' 84' - - - - 23.6' 24.4' 25.1' 25.8' 26.4' 27.1' 27.8' 88' - - - - - 25.6' 26.3' 27.0' 27.7' 28.4' 29.1' 92' - - - - - - 27.5' 28.2' 29.0' 29.7' 30.4' 96' - - - - - - 28.7' 29.4 30.2' 31.0' 31.7' 100' - - - - - - - 30.7' 31.5' 32.3' 33.1' 104' - - - - - - - - 32.7' 33.6' 34.4' 108' - - - - - - - - 34.0' 34.8' 35.7' 112' - - - - - - - - - 36.1' 37.0' 116' - - - - - - - - - - 38.3' 120' - - - - - -R�►p - - - 39.7' FOR (- (2) S� (� ONE ENDHAIL /4 LENGTTH�).• M OTHER ENDIIA MAY AN ALTERNAT1vE ONLY M AVE LEN 1N 20' /11ol�a11 osire110710mpa E�-AIrolirouro��0iromp �,������L�'I002� 101V�l10 �rOj ��-J'���1r/ 22' 24' 26' 28' 30' 32' 34' 36' 38' 40' 20' 1[ 1031�71D11011�O��D irouro t7ro1►rol[o7ro1r r07�����7ro��� nrolro��collollooco7��o7icol1o7 MI nnn<<7[o .��oar0�tairoi��7���� r0.r0]\I���rA 30' 32' .��l0ainli����] 71D.�031�01107 zegr lmair- IIn.[O7�.o7107[07107 /r0 o71�o 0Ii&O���CIE. �mi��� \1o�1o71olrol 40' ,re��Q� KVAMI ;��1 rcaQ 5J J o 24' 28' 30' 32' 36' 40' 42' 48' ���r��r��rJ�rO11r��1V rt116�1r �10110�17. �mm�`wv,i 56' 111\ col��:�lolco7ro7co7En BMlol[� 68' 52' 56' 60' 68' - - 72' - - 76' - - - Colr_olIMV11o1 0 0 0 0 0 80' - - - Writt 1141\''� 0 O O O O 84' - - - ,' O O t O O O O 88' - - ea - - o o ,o L r©,�� r - e t IK ©�MIDI \z©wa� MAMBA nnr47 o I[©7 n 92' - - r/ - - - o 96' - - rd - - - O 100' - 11r, - - - - - 104' - r' - - - - - 108' 112' 0a 108' - - - - - - - - - - - - - - - 112' - - - - E - - - - - - 116' - - - - 0 rN ` 20' /11ol�a11 osire110710mpa E�-AIrolirouro��0iromp �,������L�'I002� 101V�l10 �rOj ��-J'���1r/ 22' 24' 11o1ro1rOlco7r�jro7coMro7 � m 26' �o��o�Iol�olKM1 ��10�go 28' 30' o 32' 34' 36' ra o7 trAmiro7 rca��7��� ���i0�Kg A Lobo] 40' 2. 1 11 0 24' 28' 30' 32' 36' 40' 42' rO�ttoll[CO� �101�in.ro] co7co711tOZD 101��M��r��101��Ei ����lre - - 1o7Co7r_�l0 ro7lorkalL - �.I[o7Co701107[0>[07 4�����ra ro��_�IroIro 107 r W lltai KO1n�10110JO 107 101 101 101 H I 101 0 48' 52' 56' 60' 68' 72' - - 76' - - 80' - - - rdrora1oz� 0 0 0 84' - - Wall - DIM `1 0 O 0 88' - - r/ - - - O O o�.�ttI - O 1© WAWA valmli 116-51r4 116-51r4 - - 92'- - ra - - - - 96' - E.an - - - - 100• - ir - - - - - - - 104' - - - - - - - - 108' - - - - - - - - - - - 112' - - - - - - - - - - - 116' - - - - - - - - - - - 120' - - - - - - - - - - - LEN Eave Helg, g1 = 12' max, Roof Slope 4:12 FWO .N !: Segments to be min. D/3.5 (min. of 2' -8" long -8' Eave) z •• (See Note 8) D = Max. Door Height No4 z o7,4 m o o - earn MINIMUM LENGTH OF ENDWALL CLADDING BRACED ENDWALL ( () USED AS SEGMENT(SIM.. M AX o) MAY BE USED AS AN ALTERNATIVE f ONLY 0 ONE ENDHALL. ABOVE. LENG Eave Height (H1 = 18' max, Roof Slope 4:12 MINIMUM LENGTH OF ENDWALL CLADDING Note: Segment e Note 6) to be min. D/3 D = Max. Door He •• (Se LENG BRACED ENDWALL � A�f:1111/'`.��A •w.fr�J.��r{:}y}SeiS�A 31 20' 22' 24' 26' 28' 30' 32' 34' 3.' 38' 40' t 20 12.4' 12.6' 13.0' 13.2' 13.6' 14.0' 14.2' 14.6' .8' 15.2' 15.6' 24' .8' 15.2' 15.6' 16.0' 16.4' 16.8' 17.0' 17.4' 17.8' 18.2' 18.6' 28' 1 '9 17.8' 18.2' 18,6' 19.0' 19.4' 20.0' 2 20.8' 21.2' 21.8' 30' 18.5 19.0' 19.5' 19.9' 20.4' 20.8' 21.4' .8' 22.3' 22.8' 23.3' 72' 32' 19.8' ' 2' 20.8' 21.2' 21.8' 22.2' 22.: 23.2' 23.8' 24.4' 24.8' 36' 11.1' 11. ' 23.4' 24.0' 24.4' 25.0' 2 •' 26.2' 26.8' 27.4' 28.0' 40' 12.3' 12.7' 0' 26.6' 27.2' 27.8' :.4' 29.2' 29.8' 30.4' 31.0' 42' 13.0' 13.3' 13. 14.0' 28.6' 29. 29.9' 30.6' 31.6' 31.9' 32.6' 48' 14.8' 15.2' 15.6' .9' 16.3' 1. ' 34.2' 35.0' 35.8' 36.4' 37.2' - 52' 16.0' 16.5' 16.9' 1 . ' 17.7' =.1' 18.5'1 37.8' 38.6' 39.6' 40.4' 56' 17.3' 17.7' 18.2' 18.6' 9. 19.5' 19.9' 20.4' 20.8' 42.6' 43.4' 60' 18.5' 19.0' 19.5' 19.9' ' 20.9' 21.4' 21.8' 22.3' 22.8' 46.6' 68' - - 22.1' 22.6' 3.1 3.7' 24.2' 24.8' 25.3' 25.8' 26.4' 72' - - 23.4' 2 24.5' ' 25.6' 26.2' 26.8' 27.4' 27.9' 76' - - - ..3' 25.9' 26.5 7.1' 27.7' 28.3' 28.9' 29.5' 80' - - - - 27.2' 27.9' . ' 29.1' 29.8' 30.4' 31.0' 84' - - - - 29.2' 29. • 30.6' 31.2' 31.9' 32.6' 88' - - - - - 31.3' ' 0' 32.7' 33.4' 34.1' 92' - - - - - - - 33. 34.2' 35.0' 35.7' 96' - - - - - - - •.7' 36.5' 37.2' 100' - - - - - - - - - 38.0' 38.8' 104' - - - - - - - - - - - 108' - - - - - - - - - 112' - - - - - - - - - - 116' - - - - - - - - - - - rH ` 20' 22' 24' 26' 28' 30' 32' 34' 36' r 40' 2 1 [o .1ro11 KWIC" IMI 24' 0 O1rA1011101 28' ILL NIINIr0IMIr0�rarallEMFA0IIMr01 30' 1 Mr0Ir01 32' 110A110111M1011MILYSIMQIV,EME0�r0ll r07roj 0 r0�r0�t0�r0rollt W J 36' 40' r��r0�L r0111r0111552rAIMIE ENr0] 42' 10111011110M1 1[ ∎J�reairal i7rO� 48' n1 rOM EA MIN 11rp1r0l 52' tol I I fill I I I DA UZIV��i�i�,,��F��r��ii��,,�,il�iri,�77�LelI���t����� 56' telrolro7IMOI�•IIM�Irol[o7t NJ 60' DMr 4rarallIDArallralta 68' - - IMIO I_42020111710211MIr0N 72' - - IF3107kare ell �liargalrfa 76' - - - a 0 80' - - - FdBrarO�IDAZIP O O O 84' - - Wa - taro `, O O 0 88' - - WA - - - kraltIVIVIIM11011 92' - - r4 - - - - IVILAII0101 96' - � � - - - - - © 'WADI 100' - , - - - - - - - 0 104' -. - - - - - - - - - 108' - - - - - - - - - - - 112' - - - - - - - - - - - 116' - - - - - - - - - - - 120' - - - - - - - - - - - 71 AS LENG L Save Height (H) = 16' max, Roof Slope 4:12 MINIMUM LENGTH OF ENDWALL CLADDING Raw Seg(See menNots t o te 6) be min. D/3 D = Mex. Door He •• BRACED ENDWALL Cd 01 • a N v wz za z S ze m o v a ' wa =DO NOTES; 1. THIS RAWING IS INTENDED ...R USE WHEN THERE ARE DOOR WINDOW ASSEMBLIES IN THE BUILDING VDWALLS. n•n & S PLANS WIND : : MPH SHEETS 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 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 PANELS STRAPS ARE TO QUANTITY IN DICATED 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 at FTNGS ARE REQUIRED PER SCHEDULE ON SHEET 3 OF 7. 5. FOR NON- TRUSSED ENDWALLS, W/ DOOR/WINDOW ASSEM.'S & A GIR'T (FULL SP N OLENGTH) LENGTHS TO OF END 1) US SIMPSON CS18 -(18) NAILS EA. END, SIM. TO DTL 11/2. 8. FOR ENDWAL(S THAT DO NOT MEET THE REQUIREMENTS OF SHEET 8, USE SHEET 7 OF 7. 7. USE 6' OF ADDITIONAL CLADDING OR BRACED WALL TYPE ® FOR EACH ENDWALL(S) SUPPORTING THE LEAN -TO STRUC. BRACED WALL TYPE: SEE NOTE (l) STRAP (2) STRAPS 12' HT 16' HT 5' MIN.-I2' HT e' MIN: Ie' HT (2) STRAPS 5' M1 2N 11 HT e' MIN. -le' NT lo' MINrl2' HT r •> 10' MIN. -12' HT 1e' MIN.-16' HT 9B (1) STRAP EMBEDDED POST EACH 5' MIN- RAVE NT EMBEDDED POST EACH SIDE PER NOTE 4, e' NIN: I8' RAVE NT SIDE PER NOTE 4, TYP. TYP. f-Y 10' MIN. -12' HT le' MIN: le' HT (2) STRAPS t (1) STRAP tit 10 MIN. -l2' NT 16 MIN.-I6' HT 5' M IN -12' ITT e' MIN: 1e' HT l0' MI l HT 10' M IN. -12' HT 16' MIN.-18' HT 16' MIN.-18' HT (2) STRAPS CITY OF Ith Oct 1 o 203° C9 1 (1) STRAP pERM► CENTER O v Z U z e CC N 03 ID Ag z (2) STRAPS C Z E 1 G 10' M I N. 12' HT 1/ 2" CDX PL I0® MAY BE SUBSTITUTED FOR BRACED WALL TYPES CA - c USING SAME WIDTHS. ALL PLYWOOD EDGES MUST E LOCKED. MIN. 3" NOM. USE 8d NAILS: EDGE • 3" O.C.. INTERMEDIATE FRAMING • 12" 0.C. STAGGER PLYWOOD SHEETS. 1: b1= S g U PROJECT 98- 707 -103 DRANIrIG mug: 9e- 707- I03.0wG SKEET NO. 6 O 7 liar b.. v.t∎AgaitA : "ti rd . Was; zz W It 2 • �U 00 N 0 . tu W I 1- W QQ 0 LL-J V) I- W Z W W ' U 0 co 0 W W . U 111 z = z ^• 20' 22' • 4' 26' 28' 30' 32' 34' 36' 38' 40' 1- 7 8 9 4 4 12 5 5 5 5 5 6 6 11 12 12 4 4 15 5 5 5 6 6 6 6 15 16 5 5 5 30' 6 6 6 7 7 7 .,,. .. 5 5 6 6 • 6 7 7 7 8 32' 5 5 6 6 6 6 7 7 7 8 8 36' 6 6 6 7' 7 7 18 8 8 9 9 40' 7 7 7 8 8 8 8 25 9 10 10 42' 4 8 8 9 9 9 9 10 10 11 11 48' 4 5 9 9 9 10 10 11 10 11 11 ` 52' 4 5 5 10 10 11 11 12 12 16 12 56' 5 5 6 6 I 11 11 11 12 12 13 3 60' 5 w I 1 1 c In n 1 m nnao t0 n n 0] F FID OD 111 ID m c 13 14 Fc-r 68' - 8 8 I 72' - 8 9 76' - 9 9 80' - - - - 8 8 8 9 9 10 10 84' - - - - 8 9 9 9 9 10 10 88' - - - - - 9 9 10 10 10 11 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 LENG LENG Eave 11 '`' t (Hl = 12' max, Roof Slope 4:12 INIMUM # OF 8X8 POSTS rftei 6x6 corner posts, except per notes 6 -8, and include part the min. # required, as listed below. See notes 6 MINIMUM # OF 6X8 POSTS Note; Use 6x6 corner poste. Do not include minimum # required, as listed below. 0 w 0 0 wo them as part of the o o 'tea a < Z_ See note 9. P i' z w— e ° 'wo them as 0 - 10. w • = O wZE. Cd omat°N ro 1:4 ledra =Ca W3 Ca .ta o is w MoocJ s aw 0s0 ma cnc.. o 0 01 - co Pa LENG LEN Lave Heltht_a _ A' •,,. Roof Slope 4:1? MINIMUM # OF 8X8 POSTS Note; Use 8x8 corner posts, except per notes 6 -8, and include them as part of the min. # required, as listed below. See notes 9 & 10. in a o o. Z Cs. ZO gni , Wilt Z 12 M E 0 a a om wo Note; Use 6x8 corner posts. Do not include - m as part of the o o minimum # required, as listed below. MINIMUM # OF 6X8 POSTS See note 9. 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 40' 38' 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 1 30' 10 11 11 12 13 14 14 16 17 18 18 32' 10 11 12 13 14 15 15 17 18 19 19 32' 36' 6 6 13 14 15 16 16 18 20 21 21 36 ' 40' 7 7 8 16 17 18 18 20 22 23 42' 7 8 8 9 18 19 20 22 24 25 . 23- 25 6 48' 8 8 9 10 10 11 21 24 26 27 - 2/ 6 52' 9 9 10 10 11 11 12 26 28 29 29 4 56' 9 10 10 11 12 12 13 14 15 52' 2 2 60' 10 11 11 12 12 13 13 15 16 17 17 56' 68' - - 13 14 15 16 18 4 19 5 72' - - 14 1 5 16 17 4 3 19 20 5 3 1 76' - - 15 15 1. 17 18 20 20 21 - 80' - - �p .�,'7 'a''�+�r'��'. 3 3 21 21 22 4 ��i 76' - Alr+ AtAA).'1111- - 3 - 3 3 4 88' Q ' ATAiYkiiii. 4 4 �111P,; E 6X8 DESIGN - 3 3 92' �t,`�i'fil '`- 'F�� \\C.�, AI c jp r 4' BELOW - - - 84' 96' - fii g° 4 ►. 4 4 4 88' - - - — 100' - i \,Ty 1 416i 4 - 4 92' - - " - 104' - , rL ' J � i► /.� ,J► 5 5 96' - - - 108' - - -7 w 5 5 5 100' - •• 112' 116' - - � !�� rerl tn ] � 1 - - - 5 5 104' - - - - 120' - ,l - =v :TP,fli. - - - - '• - LENG LENG Eave 11 '`' t (Hl = 12' max, Roof Slope 4:12 INIMUM # OF 8X8 POSTS rftei 6x6 corner posts, except per notes 6 -8, and include part the min. # required, as listed below. See notes 6 MINIMUM # OF 6X8 POSTS Note; Use 6x6 corner poste. Do not include minimum # required, as listed below. 0 w 0 0 wo them as part of the o o 'tea a < Z_ See note 9. P i' z w— e ° 'wo them as 0 - 10. w • = O wZE. Cd omat°N ro 1:4 ledra =Ca W3 Ca .ta o is w MoocJ s aw 0s0 ma cnc.. o 0 01 - co Pa LENG LEN Lave Heltht_a _ A' •,,. Roof Slope 4:1? MINIMUM # OF 8X8 POSTS Note; Use 8x8 corner posts, except per notes 6 -8, and include them as part of the min. # required, as listed below. See notes 9 & 10. in a o o. Z Cs. ZO gni , Wilt Z 12 M E 0 a a om wo Note; Use 6x8 corner posts. Do not include - m as part of the o o minimum # required, as listed below. MINIMUM # OF 6X8 POSTS See note 9. 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 40' 20' 24' —^ 28' 28' 30' 30' 32' 32' SEE 6X6 DESIGN 36 ' 36' SEE 6X6 DESIGN 40 ' 40' 2 3 3 ABOVE 5 6 6 6 6 6 42' - 3 3 3 3 6 6 6 7 7 7 48' - - 3 3 4 4 4 7 8 8 8 8 52' 2 2 2 3 3 4 4 4 4 4 4 56' 2 2 2 2 4 4 5 4 4 5 5 60' 2 2 2 2 2 2 4 3 5 3 5 3 5 3 1 5 6 68' - - 2 3 3 5 72' - - 3 3 3 3 3 3 3 4 4 • 6 76' - - - 3 - 3 3 4 4 4 4 80' - - - - 3 3 3 4 4 4 4' 84' - - - 84' 3 4 4 4 4 4 4 88' - - - - - 4 4 4 4 4 4 92' - - " - - - 4 4 4 5 5 96' - - - - - - 4 5 5 5 5 100' - •• - - - - - 5 5 5 5 104' - - - - - - - - 5 5 5 108' '• - - - - - - - 5 6 6 112' - - - - - - - - - 6 6 - - •• •• 116' - - - - - - - 120' - - - - - - - - - - 6 LENG LENG Eave 11 '`' t (Hl = 12' max, Roof Slope 4:12 INIMUM # OF 8X8 POSTS rftei 6x6 corner posts, except per notes 6 -8, and include part the min. # required, as listed below. See notes 6 MINIMUM # OF 6X8 POSTS Note; Use 6x6 corner poste. Do not include minimum # required, as listed below. 0 w 0 0 wo them as part of the o o 'tea a < Z_ See note 9. P i' z w— e ° 'wo them as 0 - 10. w • = O wZE. Cd omat°N ro 1:4 ledra =Ca W3 Ca .ta o is w MoocJ s aw 0s0 ma cnc.. o 0 01 - co Pa LENG LEN Lave Heltht_a _ A' •,,. Roof Slope 4:1? MINIMUM # OF 8X8 POSTS Note; Use 8x8 corner posts, except per notes 6 -8, and include them as part of the min. # required, as listed below. See notes 9 & 10. in a o o. Z Cs. ZO gni , Wilt Z 12 M E 0 a a om wo Note; Use 6x8 corner posts. Do not include - m as part of the o o minimum # required, as listed below. MINIMUM # OF 6X8 POSTS See note 9. 20' 22' 24' 26' 28' 30' 32' 34' 36' 3 40' 20' 24' 28' 30' 32' SEE 6X6 DESIGN 36' ABOVE 40' 2 3 3 5 5 6 6 6 6 6 6 42' 3 3 3 3 6 6 6 7 7 7 /7 48' 3 3 3 4 4 4 7 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 6 �� 68' - - 5 5 5 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 " " 84' - - - - • 7 • 7 • 7 ••8 •• 8 •• 8 •• 8 88' - - - - - • 7 " •.8 ••8 " " 92' - - - - - - •• •• •• •• •• 96' - - - - - - •• •• •• •• •. 100' - - - - - - - •• •• •• •• 104' - - - - - - - - '• •• •• 108' - - - - - - - - " " •• 112' - - - - - - - - - •• •• 116' - - - - - - - - - - •• 120' - - - - - - - - - - "12" LENG LENG Eave 11 '`' t (Hl = 12' max, Roof Slope 4:12 INIMUM # OF 8X8 POSTS rftei 6x6 corner posts, except per notes 6 -8, and include part the min. # required, as listed below. See notes 6 MINIMUM # OF 6X8 POSTS Note; Use 6x6 corner poste. Do not include minimum # required, as listed below. 0 w 0 0 wo them as part of the o o 'tea a < Z_ See note 9. P i' z w— e ° 'wo them as 0 - 10. w • = O wZE. Cd omat°N ro 1:4 ledra =Ca W3 Ca .ta o is w MoocJ s aw 0s0 ma cnc.. o 0 01 - co Pa LENG LEN Lave Heltht_a _ A' •,,. Roof Slope 4:1? MINIMUM # OF 8X8 POSTS Note; Use 8x8 corner posts, except per notes 6 -8, and include them as part of the min. # required, as listed below. See notes 9 & 10. in a o o. Z Cs. ZO gni , Wilt Z 12 M E 0 a a om wo Note; Use 6x8 corner posts. Do not include - m as part of the o o minimum # required, as listed below. MINIMUM # OF 6X8 POSTS See note 9. ). the 1 LEND Eeve Helaht (Hl = lA' ..,.. Roof Slope 4:12 MINIMUM it OF 8X8 POSTS ▪ tc Use 63E8 corner posts, except per notes 8 -8, and part of the min. / required, as listed below. See MINIMUM * OF 8X8 POSTS Note; Use 6x6 corner posts. Do not include m as part of the minimum # required, as listed below. See note 9. $PAN LENGTH 20' 22' 24' 26' 28' 30' 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' 2 3 3 3 4 4 3 3 3 4 4 4 6X6 3 3 5 6 3 4 4 4 4 4 4 5 5 ▪ 6 ' 6 • 6 • 7 5 SEE 5 3 4 4 4 5 5 ' 6 ' 6 AB DES OVE 6 6 4 4 5 5 6 • 6 • 6 ' 7 • 7 . 7 32' IGN 6 6 5 5 6 • 6 ' 6 • 7 . 7 •• 7 "8 ' OUT CONC. SLAB) 4X8 POST: 1. ' • X 4.0' DEEP 8X8 POST: 2 X 5.0' DEEP 8X8 POST: 2' 0 8.0' DEEP OXIO POST: USE C. . SLAB EMBEDDED POSTS INTO FTNGS, PER SCHEDULE LISTED BELOW, TYP. (W/ CONC. SLAB) 1.5' 0 X 4.0' DEEP 1.5' 0 X 4.0' DEEP 2'0X4.5'DEEP 2' • X 5.0' DEEP 34' 6 7 8 8 5 5 6 ' 6 • 7 • 7 •• "8 "8 .. .. 36' 6 7 8 8 5 5 6 ' 6 • 7 • 7 •• "8 "8 •• 9 "1 0 • •• 1 0 • include them notes 9 & 10. 3 6 7 8 9 I 10 6 6 • 7 • 7 ' •• .. " 9 .. "1 0 • "1 0 • •• 1l' •• 11 • 40' ' 7 8 9 10 11 6 • 7 • 7 "8 "8 " 9 ' " "1 • '11 • •• •• 11•' . ' NOTES; 1. THIS DRAWING IS INTENDED FOR USE WHEN THERE RE DOOR /WINDOW ASSEMBLIES IN THE BUILDING . 1- , BASIC PLAINS CONJUNCTION N80 XP B. SH . . 2. FOR A GIVEN BUILDING SAVE HEIGH RE ARE TWO TABLES OF POST DESIGNS TO CH' FROM. 6X6 R.C. HF 1 CORNER PO - v• RE TO BE USED ON THE ENDWALL(S) WITH DO' INDOW ASSEMBLIES. THE TOP TWO TABLE THE REQUIRED NUMBER OF 6X6 R.C. HF #1 , INCLUDING THE CORNER POSTS. THE BOTTOM . TABLES LIST THE REQUIRED NUMBER POSTS. R C • WIDEST DIMENSION INCLUDING THE 8X8 POSTS ARE TO B LLEL TO THE ENDWALL(S). 3. PLAN ON SHEET 1 OF 7 AND ENDWALL POST SCH. B SHT 3 OF 7 FOR OTHER ENDD POST REQUIREMENTS. 4. & FOR ALL ND WALLS F R BLDG ENDWALLS WENGTH DOOR/WINDOW USE 1) CONT. GIRT (FULL SPAN LENGTH) • TOP OF ENDWALLS OR 2) USE SIMPSON CS18 -(18) NAILS EA. END, SIM. TO DTL 11/2. 5. USE (1) BRACED WALL TYPE QB , PER SHEET 5 OF 7, ANYWHERE ALONG EACH SIDE ALL, SEE BRACED WALL REQUIREMENTS BRACES, EACH SIDEWALL5 F R BLDG > 88'. 8. POSTS�REQ STRUCTURES FOR EQUIVALENT USE 4X6 POSTS OF 848 D. WIDEST DIMENSION OF 4X8 TO B E PERPENDICULAR TO WALL. 7. FOR LEN./SPAN 51.5 & H 5 10', MAY USE 2x THE OF 8X8 POSTS REQ'D FOR EQUIV. / OF 4X8 POSTS R 'D. USE CLDG PER SHT 5 OF 7 & (1) BRACED WALL TYPE B • OTHER ENDWALL. WIDEST DIMEN. OF 4X8 TO BE PERPEN. 0 WALL. 8. FOR LEN./SPAN 5 1.5 & H 5 12', MAY USE 3x THE 8X8 PO REQ'D FOR EQUIV. * OF 4X8 POSTS R '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 OF POSTS": ROUND UP TO NEAREST WHOLE �. 8X8 EXCEPTION: FOR TOTAL OF POSTS OF 9 AND GRTR & WHEN /.25, ROUNDING DOWN TO NEAREST WHOLE # MAY BE USED. 10. IN PLACE OF 8X8 POSTS, MAY USE 4X9 POSTS W/ 2 W/ (2) ROWS 18d • 4' HT 0.C dc TO 2 BELOW GROUND, 11. DTL 20/2 NEED NOT APPLY FOR NOTES 5,7 & 8, THIS SHT. co 9. < oxa e z two =ca. x y ° zoa= oWE°07 a w a o 0 oU %aA ca calm w Cal C4 0 z o ti m ina caz o CI. =tZ o x a awoay. t 0 ix =el cucc LATERAL POST(SI LAYOUT CONT. EACH POST TO ROOF LIN TOP 0 DOOR OPENIN CONN #1 BOTTOM TRUSS CHORD OR CONT. GIRT CONN #2 CLADDING 2X BLOC TO USE 9X m3 SE - TAPPING SCRE 3 • • 3 � p F� ?UK 0 C '. CONN it CONN 4 POST TO TRUSS CONN /1 4 CONN /2: (5) lad - 6X6 POST POST TO TRUSS CONN �/1 k CONN 02: (a) lad - aXa POST POST TO TRUSS CONN /t k CONN /2: (10) lad - 6X10 POST 8 Jr OPTIONAL 8X10 ENDWALL POSTS FOR EACH ENDWALL . # : use (4) POSTS "# ' : USE (a) POSTS el N : USE (5) POSTS •' N • •. USE (7) POSTS 5 CT 98-70 •3 DRAWN(' NAME: 98- 707 -1031M star NO. 7 O 7 o So - <ma ° m 1- �r-r 0 *zee 0431 --o CO r+v •A o gcr Sao Moo WOW 43 0 m r.. z tom' W 6 UQ co W H N W WO 2 g Q co ,W z � W O U ln o I- W W 1 ' O W z U _co 0 z 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 4d' 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 40' 7 7 8 16 17 18 18 20 22 23 42' 7 8 8 9 18 19 20 22 24 25 .23, 25 48' 8 8 9 10 10 11 21 24 26 27 ,_- 27 52' 9 9 10 10 11 11 12 26 28 29 29 56' 60' 9 10 10 11 10 11 12 12 11 12 12 13 13 13 14 15 15 16 17 17 68' - - 12 13 14 15 16 18 19 72' - - 13 14 15 16 17 19 20 76' 80' 4' 88 - - - - - ,- - 15 �:rl+r` ` � 1 , • i, 15 . l 17 � 18 20 21 20 21 21 22 - +[ .." > k ; E 6X8 DESIGN 92' hi 1 ''' � ., BELOW 96' 100' 104' - - - ' 'VIZ • ►\,;may , r � I �W,r 7� 1-1/ ..J .1 �Ir JNC�:�� r! -! J /ei !! aa ti rl - - - - - 108' - 112' - 116' 120' - - ulhiLA I��Ri 14 - - - - - - - - ). the 1 LEND Eeve Helaht (Hl = lA' ..,.. Roof Slope 4:12 MINIMUM it OF 8X8 POSTS ▪ tc Use 63E8 corner posts, except per notes 8 -8, and part of the min. / required, as listed below. See MINIMUM * OF 8X8 POSTS Note; Use 6x6 corner posts. Do not include m as part of the minimum # required, as listed below. See note 9. $PAN LENGTH 20' 22' 24' 26' 28' 30' 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' 2 3 3 3 4 4 3 3 3 4 4 4 6X6 3 3 5 6 3 4 4 4 4 4 4 5 5 ▪ 6 ' 6 • 6 • 7 5 SEE 5 3 4 4 4 5 5 ' 6 ' 6 AB DES OVE 6 6 4 4 5 5 6 • 6 • 6 ' 7 • 7 . 7 32' IGN 6 6 5 5 6 • 6 ' 6 • 7 . 7 •• 7 "8 ' OUT CONC. SLAB) 4X8 POST: 1. ' • X 4.0' DEEP 8X8 POST: 2 X 5.0' DEEP 8X8 POST: 2' 0 8.0' DEEP OXIO POST: USE C. . SLAB EMBEDDED POSTS INTO FTNGS, PER SCHEDULE LISTED BELOW, TYP. (W/ CONC. SLAB) 1.5' 0 X 4.0' DEEP 1.5' 0 X 4.0' DEEP 2'0X4.5'DEEP 2' • X 5.0' DEEP 34' 6 7 8 8 5 5 6 ' 6 • 7 • 7 •• "8 "8 .. .. 36' 6 7 8 8 5 5 6 ' 6 • 7 • 7 •• "8 "8 •• 9 "1 0 • •• 1 0 • include them notes 9 & 10. 3 6 7 8 9 I 10 6 6 • 7 • 7 ' •• .. " 9 .. "1 0 • "1 0 • •• 1l' •• 11 • 40' ' 7 8 9 10 11 6 • 7 • 7 "8 "8 " 9 ' " "1 • '11 • •• •• 11•' . ' NOTES; 1. THIS DRAWING IS INTENDED FOR USE WHEN THERE RE DOOR /WINDOW ASSEMBLIES IN THE BUILDING . 1- , BASIC PLAINS CONJUNCTION N80 XP B. SH . . 2. FOR A GIVEN BUILDING SAVE HEIGH RE ARE TWO TABLES OF POST DESIGNS TO CH' FROM. 6X6 R.C. HF 1 CORNER PO - v• RE TO BE USED ON THE ENDWALL(S) WITH DO' INDOW ASSEMBLIES. THE TOP TWO TABLE THE REQUIRED NUMBER OF 6X6 R.C. HF #1 , INCLUDING THE CORNER POSTS. THE BOTTOM . TABLES LIST THE REQUIRED NUMBER POSTS. R C • WIDEST DIMENSION INCLUDING THE 8X8 POSTS ARE TO B LLEL TO THE ENDWALL(S). 3. PLAN ON SHEET 1 OF 7 AND ENDWALL POST SCH. B SHT 3 OF 7 FOR OTHER ENDD POST REQUIREMENTS. 4. & FOR ALL ND WALLS F R BLDG ENDWALLS WENGTH DOOR/WINDOW USE 1) CONT. GIRT (FULL SPAN LENGTH) • TOP OF ENDWALLS OR 2) USE SIMPSON CS18 -(18) NAILS EA. END, SIM. TO DTL 11/2. 5. USE (1) BRACED WALL TYPE QB , PER SHEET 5 OF 7, ANYWHERE ALONG EACH SIDE ALL, SEE BRACED WALL REQUIREMENTS BRACES, EACH SIDEWALL5 F R BLDG > 88'. 8. POSTS�REQ STRUCTURES FOR EQUIVALENT USE 4X6 POSTS OF 848 D. WIDEST DIMENSION OF 4X8 TO B E PERPENDICULAR TO WALL. 7. FOR LEN./SPAN 51.5 & H 5 10', MAY USE 2x THE OF 8X8 POSTS REQ'D FOR EQUIV. / OF 4X8 POSTS R 'D. USE CLDG PER SHT 5 OF 7 & (1) BRACED WALL TYPE B • OTHER ENDWALL. WIDEST DIMEN. OF 4X8 TO BE PERPEN. 0 WALL. 8. FOR LEN./SPAN 5 1.5 & H 5 12', MAY USE 3x THE 8X8 PO REQ'D FOR EQUIV. * OF 4X8 POSTS R '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 OF POSTS": ROUND UP TO NEAREST WHOLE �. 8X8 EXCEPTION: FOR TOTAL OF POSTS OF 9 AND GRTR & WHEN /.25, ROUNDING DOWN TO NEAREST WHOLE # MAY BE USED. 10. IN PLACE OF 8X8 POSTS, MAY USE 4X9 POSTS W/ 2 W/ (2) ROWS 18d • 4' HT 0.C dc TO 2 BELOW GROUND, 11. DTL 20/2 NEED NOT APPLY FOR NOTES 5,7 & 8, THIS SHT. co 9. < oxa e z two =ca. x y ° zoa= oWE°07 a w a o 0 oU %aA ca calm w Cal C4 0 z o ti m ina caz o CI. =tZ o x a awoay. t 0 ix =el cucc LATERAL POST(SI LAYOUT CONT. EACH POST TO ROOF LIN TOP 0 DOOR OPENIN CONN #1 BOTTOM TRUSS CHORD OR CONT. GIRT CONN #2 CLADDING 2X BLOC TO USE 9X m3 SE - TAPPING SCRE 3 • • 3 � p F� ?UK 0 C '. CONN it CONN 4 POST TO TRUSS CONN /1 4 CONN /2: (5) lad - 6X6 POST POST TO TRUSS CONN �/1 k CONN 02: (a) lad - aXa POST POST TO TRUSS CONN /t k CONN /2: (10) lad - 6X10 POST 8 Jr OPTIONAL 8X10 ENDWALL POSTS FOR EACH ENDWALL . # : use (4) POSTS "# ' : USE (a) POSTS el N : USE (5) POSTS •' N • •. USE (7) POSTS 5 CT 98-70 •3 DRAWN(' NAME: 98- 707 -1031M star NO. 7 O 7 o So - <ma ° m 1- �r-r 0 *zee 0431 --o CO r+v •A o gcr Sao Moo WOW 43 0 m r.. z tom' W 6 UQ co W H N W WO 2 g Q co ,W z � W O U ln o I- W W 1 ' O W z U _co 0 z •UIRED B • FOR ONE OR- H SIDEWALLS COMBINED LENGTH FOR ONE Oft-- COMB! - E1 24' r I �SPAN r \ 20' 2' 24' 26' 28' 30' 32' 34' 36' 38' . 20' 13.0' 1 6' 16.2' 17.8' 19.4' 21.2' 11.5' 12.4' 13.4' 14.3' 15.3' 24' It IN Ir IMMEAM 1 1t IVILI -1L 1L I J 28' ROOM Cow\ rolrol - o f 18.8' 23.0' 24.8' 26.8' V ' 15.3` 28' - 92' - - N:% - - 40' 42' - 48' M� - o 07rO7Co71O7rO711[011ro1[o7 100' `23.6 ''25.4' !/d 8.6' 30.6' - 30' nnnWArol[VArO7ro7Co7Co7[ol W - - - - - 108' - - - 56' 60' 0 01 1 1 eel 111 OO C1 6 ' 000L^ ott 0000 g2loro' 220000 2222 00200 32' o2o - 68' 72' 80' 84' - - eia rAill - - Iolro1\10111101111011011 - WAIRLI - KO1nWAnn (311■7rO111EO7ra - rOMEOlrCAII(O7 r6\Co7Co7Co7 e. It It © I t EXPIRES 88' - 92' - rAl 36' - - 96' Wall - - - - - 100.1/41 104''V' 1 ":. - 48 42' - - - - - - - - - - 40' - - - - - ` 1 112' - 10.4' 11.6' , IIUIU 116' - - 42' - 48' 11.0' 11.8 13.0 ,- dIIM O 120' - - - - - - - - 52' 11.8' 12.6' 13.4' 48' 13.0' MI ��������� Ezi 18.8' ��U�UUU0 56' 12.6' 13.4' 14.0' 14.8' 15.8' 60' 13.2' 14.0' 14.8' 15.6' 16.2' 52' 13.2' - 16.2' 17.0' 17.8' 18.6' 19.411333 72' - - 17.0' 17.8' 18.6' '19.4' 56' 14.0' 14.6' 76' - - - 18.4' 19.4' 20.2' ' 21.0' ' 21.8' 22.6' 23.6' 60' 14.6' 15.4' 16.2' 17.8' 20.0' I, * 21.8' • 22.6' '23.4' 24.2 84' - - - - 20.8' 68' - - 17.6' 18.4' 19.4' I/ 88' - - - - - 22.4 "23.2" 24.2 ''25.0 72' - - 18.4' 19.2' 20.1 1 21. - - - * 24.0' 1 25.8" 26.6" 27.6' 96' 76' - - - 19.8' ..8'I 21.6' •3.0' ' ''26.6 "27.4 ''28.4' 1 100' - - 80' - - - - 1.4' 1 22.4' 2 28.2" 29.2' 104' - - 1 - 84' - - - '28.0' 22.2' 1 23.0' 24.' 24.8' 108' - - - - - - 88' - - - - - 23.8' 24.6' .6' 26.8' - - - - - 92' - - - - - - 25.4' 2..•' 27.2' 28.6' - - - 96' - - 120' - - - 26.0' 27.0 7.8' 28.8' - * 33.0' 100' - - - - - - - 27:8' 6' 29.6' 30.6' 104' - - - - - - - - 29. ' 30.2' 31.2' 108' - - - - - - - - 30.0 31.0' 31.8' 112' - - - - - - - - - 31.6' 32.6' 116' - - - - - - - - - - 33.2' 120' - - - - - - - - - - 34.0' sPAN LEFT OF LINE: FtEQUIRED BOTH SIDEWALLS LENGTH FOR ONE Oft-- COMB! - E1 24' 26' 28' rri 20' 22' 24 liellirral 38' 30' 32' 34' 36' 38' 40' tolwo EOM I Kai Co7rO.IrolcolCo7ro7 - ol[ol�oal 28' 30' rol WON 9.4' 10.2' 11.0' 11.8' 12.7 L IE tIrOlroIE C rO7rO1rolrOlrOlP It IN Ir IMMEAM 1 1t IVILI -1L 1L I J 28' ROOM Cow\ rolrol - o f 18.8' ' 20.4' • 22.0' 11.8' 12.7 - LTAI1IO7MIM��41011[51UM MIMI��A� - 92' - - N:% - - 40' 42' - 48' M� - o 07rO7Co71O7rO711[011ro1[o7 100' `23.6 ''25.4' !/d 30' - - 52' nnnWArol[VArO7ro7Co7Co7[ol W - - - - - 108' - - - 56' 60' 0 01 1 1 eel 111 OO C1 6 ' 000L^ ott 0000 g2loro' 220000 2222 00200 000000 o2o - 68' 72' 80' 84' - - eia rAill - - Iolro1\10111101111011011 - WAIRLI - KO1nWAnn (311■7rO111EO7ra - rOMEOlrCAII(O7 r6\Co7Co7Co7 e. It It © I t EXPIRES 88' - 92' - rAl - - - 96' Wall - - - - - 100.1/41 104''V' 1 ":. - 48 42' - - - - - - - - - - - - - - - - ` 1 112' - 10.4' 11.6' , IIUIU 116' - - - - 48' 11.0' 11.8 13.0 ,- dIIM O 120' - - - - - - - - 52' 11.8' 12.6' 13.4' 14.4' MI ��������� Ezi 18.8' ��U�UUU0 56' 12.6' 13.4' 14.0' 14.8' 15.8' 60' 13.2' 14.0' 14.8' 15.6' 16.2' 68' - - 16.2' 17.0' 17.8' 18.6' 19.411333 72' - - 17.0' 17.8' 18.6' '19.4' '20.2' 21.0' ' 22.0' 76' - - - 18.4' 19.4' 20.2' ' 21.0' ' 21.8' 22.6' 23.6' 80' - - - - 20.0' 21.0' * 21.8' • 22.6' '23.4' 24.2 84' - - - - 20.8' 21.6' . 22.6' 23.4'' 24.2" 25.0' 25.8 88' - - - - - 22.4 "23.2" 24.2 ''25.0 ''25.8 ' 26.8' 92' - - - - - - * 24.0' 25.0" 25.8" 26.6" 27.6' 96' - - - - - - '24.8 ' ''26.6 "27.4 ''28.4' 100' - - - - - - - • 26.4'' 27.4" 28.2" 29.2' 104' - - - - - - - - '28.0' '29.0' '30.0' 108' - - - - - - - - '28.8''29.8''30.6' 112' - - - - - - - - - '30.4 ' 31.4' 116' - - - - - - - - - - * 32.2' 120' - - - - - - - - - - * 33.0' • FOR ( RAS ( AT1 • �ONLY ONE SEGMENT EEWAL W,/ 1 / F OR 1 /8 LENGTHS).�OTHER BE m M 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 40' 1 1141 ' I I KolMl� EOltOltol [o7miro7[O7ro7[O7moltO1 Kol1[l1ol10lME [ol ra Eil11EOl1PA071Mroa(O7rOal(O] - Irol111[611 rig IIIWILOI rOlia7MAIrOl 0E711 �7ikAlrOlro7ro7ro7 �rO1rO a tolwo EOM I Kai Co7rO.IrolcolCo7ro7 - ol[ol�oal 28' 30' rol WON [oa 24'' AM 52' 0 L IE tIrOlroIE C rO7rO1rolrOlrOlP It IN Ir IMMEAM 1 1t IVILI -1L 1L I J 28' ROOM Cow\ rolrol - o f 30' 32' 36' Co7ro7.. E1m07mrO7u1rO1rtawilrOlrO1C41 El 11(611 88' - LTAI1IO7MIM��41011[51UM MIMI��A� - 92' - - N:% - - 40' 42' - 48' M� - o 07rO7Co71O7rO711[011ro1[o7 100' - !/d - - - 52' nnnWArol[VArO7ro7Co7Co7[ol W - - - - - 108' - - - 56' 60' 0 01 1 1 eel 111 OO C1 6 ' 000L^ ott 0000 g2loro' 220000 2222 00200 000000 o2o - 68' 72' 80' 84' - - eia rAill - - Iolro1\10111101111011011 - WAIRLI - KO1nWAnn (311■7rO111EO7ra - rOMEOlrCAII(O7 r6\Co7Co7Co7 e. It It © I t EXPIRES 88' - 92' - rAl - - - 96' Wall - - - - - 100.1/41 104''V' 1 ":. - - - - - - - - - - - - - - - - - - - ` 1 112' - - 116' - - - - - - - - ,- dIIM O 120' - - - - - - - - - m M 20' 22' 24' 26' 28' 30' 32' tO0EolRoltOlIol Ma ►Ao7C01�O I I D 3 IrOIIOI�Ol11[6] ‘611t ra\TM�rO71011 rO7t1 - 34' EA 0ICo7101107 Eta" II 1t 11O1C01107Co7 - 36' rOl I omrolra /WO11 ColicO *L01KOI II 38' 011 I o1CO7 1Eo7 1t 40' rO] I I I 20 4ol ,llrolrOIEl rOZW011001111B111olro7rOlrAP Rea C011KLI colco��O7ro7rOlrO7ro1��'I co 7ro701co7CO7ro7Co7rilltarearO7 [O7Co7rotOlro7maora ( O7 111031[o7[O11L-71O/1[ �rO1rO1m.�`�,tarO1 ro7Co7rO7Co7W7rACo7Co7rolrolro7 - WON col Lb] - EOltOltol [o7miro7[O7ro7[O7moltO1 Kol1[l1ol10lME [ol ra Eil11EOl1PA071Mroa(O7rOal(O] - Irol111[611 rig IIIWILOI rOlia7MAIrOl 0E711 �7ikAlrOlro7ro7ro7 �rO1rO a - EOM I Kai Co7rO.IrolcolCo7ro7 - 24' 28' 30' 32' 36' 40' 42' 48' 52' 56' 60' 68' 72' - - 76' - - 80' - - - 84' - - - 88' - - - 92' - - N:% - - 96' - - ria' - - - 100' - !/d - - - 104' - W - - - - - 108' - - - - - - - © © 112' - - - - - - - - - © © 116' - - - - - - - - - © 120' - - - - - - - - - - © LENG L ENG Eave HeV' "` (HI = 12' max, Roof Slope 4:12 MINIMUM LENGTH OF SIDEWALL CLADDING _; Segmentsrt (min. of 2' -8" long -8' Eave) D = Max. Door Height BRACED SIDEWALL LENGTH AS Fi e zW 0 mad cce • te 0 03 CO E.1 ° = z • ra � &, z � e Fz 0 0 CG w s CO ra to F w x ° s z • w 0 _ v i z zaz_ ' - . Ewa w z o =m1 w o ms s w wV1Q0 t, fn F AS AN TO HAVE ABOVE. LENG LENG Eave Heittht (Hl = 16' max, Roof Slope 4:12 ° MINIMUM LENGTH OF SIDEWALL CLADDING Note: Segment., to be min. 0/3 D = Max. Door Height FT OF LINE: LENGTH BRACED SIDEWALL art ,tit,aatttizLw' stz'ar4 • B•' SPAN WRED FOR ONE OR-- H SIDEWALLS COMBINED M 20' 30' 32' 38' •• 20' 13.0' 2 .2' 11.5' 14.3' " 15.3 24' 23.0' 1 15.3 28' 18.6' 30.6' 30' 32' 36' 40' 42' 48' 13.0' 52' 13.2' 56' 14.0' klk,' 60 ' 14.6' : 68' - - 18.4' 19.4' r -- 72' - - 19.2' 20. 21. 76' - - 19.8' .8' 21.6' • 3.0' 80' - - - 1.4' 22.4' 84' - - 22.2' 23.0' 88' - - 23.8' • ` • 26.8' 92' - - - - 25.4' 2./ 27.2' 28.6' 96' - - - - 26.0' 27.0 7.8' 28.8' 100' - - - - - - 27:8' 6' 29.6' 30.6' 104' - - - - - - - 29. ' 30.2' 31.2' 108' - - - - - - - - 30.0 31.0' 31.8' 112' - - - - - - - - - 31.6' 32.6' 116' - - - - - - - - - - 33.2' 120' - - -• - - - - - - - 34.0' LENG LENG 112' 120' Eave Height (Hl = 16' max, Roof Slope 4:1? MINIMUM LENGTH OF SIDEWALL CLADDING Note; Segments to be min. D/3 D = Max. Door Height BRACED SIDEWALL SPAN o • z • v % • z e w 0 w Z Wen Q0 CO= Tn 116' NOTES; 1. THIS DRAWING IS INTENDEI R USE WHEN THERE ARE DOOR /WINDOW ASSEMBLIES .,. THE BUILDING SIDEWALLS. FTNGS ARE USED IN CONJUNCTION WITH SHEETS 1 -7 OF 7 & SWB, 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 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 SEGMENTS ARE TO CONSIST OF SIMPSON CS16 STEEL STRAPS OF THE QUANTITY INDICATED. BRACED WALLS TO BE CLADDED. 4. THE BRACED SIDEWALLS TABLE ARE FOR Zan 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. CLOG. USE EMBEDDED SI FTNGS, PER SCH. 11 OR L. SHT 3 OF F -8 & X 4 DP O FTNGS, PER 18/200R POSTS W/ 8. FOR BRACED WALLS NAILS AND OPTION PER NOTE 5, THIS SHT, ALS OR 2 2) USE ( SIMPSON1 SPAN LENGTH 1) TOP S EA. OF SIEWL 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 48' OF CLADDING - 120' MAX SIDEWALL LENGTH ENDWALL CLADDING LENGTHS MAY BE REDUCED AS FOLLOWS WHEN BRACED WALL SEGMENTS ARE USED PER NOTE 8: 1) FOR TYPE 1 9 ALONG EACH ENDWALL, CLADDING LENGTHS LISTED MAY BE REDUCED BY 7'. 2) FOR TYPE LENGTHS 3) FOR TYPE LENGTHS 0 ALONG EACH ENDWALL, CLADDING ED MAY BE REDUCED BY 11'. ALONG EACH ENDWALL, CLADDING ED MAY BE REDUCED BY 18'. 8. SE 8' OF ADDITIONAL CLADDING OR BRACED WALL TYPE 01 FOR EACH SIDEWALL(S) SUPPORTING THE LEAN -TO STRUC. BRACED WALL (1) STEEL STRAP SEE NOTE • O `us NOTE e EMBEDDED POST EACH 5. MIN� H7 EMBEDDED POST EACH SIDE PER TYP. NOTE 4. e MIN. -1e' EAvs HT SIDE P E ' R T P ore 4, TYPE: t01Ko EC KM MEM oIIoI Min 0IKOI 'MIEN o rolrolrolrolro11lolrol[o7 ROM' o rolrolrolrolralWAr>ra [o7\ro7 1o1 r07rolro7rolIMEMA 1[011ro\ BarolraMitollr llealel [7[07. _ lolrolrolrolr�'irolrolr07 rolr0lL: rolrolrolr07:o3111DA INI 0111 0 COMKaWO27Co7rOl1KM LA rollrolIMMAIRMIVAIMI1611110111101111711. 101110111011 IMMELO7ro7roMEMO7[ol; KO] l7r11 Call kw/ WAEaMIMIKAM MI IBM '.o \rOl MIMI) rolro7 0 trAEwa C07uromealCD7r07 rdic rata rani rol romorli owes ro11 romoiromcomoirol axo rem ro7 acl► e - to\rolrol m Nohmormica © © 24' 28' 30' 32' 36' 40' 42' 48' 52' 56' 60' 68' 72' 76' 80' 84' 88' 92' 96' 100' 104' 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 40' 5' MIN. -12' HT e' MIN.-18' HT r . (2) STRAPS -t 5' MIN.- 2' NT 8' MIN.-18' HT r-T 10' MIN. -12' NT le' MIN: 1e' HT (1) STRAP 9B r� 10' MIN.-12' HT 118' MIN. -18' HT (2) STRAPS (1) STRAP 10 MIN.-12' NT le' MIN. -1e' HT RECEIVED CITY OF 0CT10 m (1) STRAP PERMIT CEN- (z) STRAPS 5' MIN. -12' NT 8' MIN. -1e' HT (2) STRAPS 5' M IN -12' HT 8' MIN.-18' HT 1/2" CDX PLYWO D MAY BE SUBSTITUTED FOR BRACED WALL TYPES (A USING SAME WIDTHS. ALL PLYWOOD EDGES MUST E LOCKED. MIN. 3" NOM. USE 8d NAILS: EDGE • 3" 0.C., INTERMEDIATE FRAMING • 12" 0.C. STAGGER PLYWOOD SHEETS. d r PRO.ECT 98- 707 -103 COMING NAME: 98- 707- 103.0WG 94CET N0 AS AN TO HAVE BOVE. Z 1 W lY� U 01 O J I- W0 2 u. N O � W F Z H W I- 3 p UN c 1- =W 1- V W Z 1u 0- O z ACTIVITY NUMBER: D2000 -333 DATE:, 10 -10 -2000 PROJECT NAME: PAT KELLEY GARAGE SITE ADDRESS: 4122 South 130th Street SUITE NO: XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Awe 1.00•oo Public Works Awc, ID'3i.tO DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-12 -2000 Complete Incomplete n Not Applicable n Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: WNtOIIIt.DOC PLAN REVIEW /ROUTING SLIP Fire Prevention h(a, 10110 Structural n Plann Division to -il- Permit Coordinator No further Review Required n DATE: DUE DATE 11 -9 -2000 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1' TOWNCPF099LT 06/30/2001 EFFECTIVE DATE 06/30/1991 TOWN &' CdUNTR1 POST 1~ RAME BLbS 16521 HWY 99 STE% B'. LYNNWOOD WA::98037 -3199 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES 1 Detach And Display Ccrtificnlc Please Remove And Sign Identification Card Before Placing In Billfold 1 (8/97) DEPAkTMENT OP LABOR AND INDUSTRII3S REGISTERED AS PROVIDED BY LAW AS , CONST CONT GENERAL deitgitiMdt160114115MO/k16.1A TOW1V' & COUNTRY POST F'R 1ME BLDS 1521 HWY'•99•STE;B LYNNWOOD WA 98037 -3199