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Permit B94-0254 - PARRIOTT RESIDENCE - GARAGE
City of 71tkwili (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0254 Type: B -BUILD Category: NSFR Address: 4907 S 161 ST Location: Parcel #: 537980 -0308 Zoning: R1.72 Type Const: V -N Gas /Elec: Wetlands: Water: HIGHLINE Contractor License No.: TOWNCPF099LT Status: ISSUED Issued: 09/01/1994 Expires: 02/28/1995 Suite: Type of Occupancy: PRIVATE GARAGE Slopes: N Sewer: SEPTIC TENANT PARRIOTT MARK 4907 S 161 ST, TUKWILA, WA 98168 OWNER PARRIOTT MARK T 18655 1ST AVE S, SEATTLE WA 98148 CONTRACTOR PERMABILT 16521 HIGHWAY 99, LYNNWOOD, WA 98037 CONTACT TROY OLSON 16521 HY 99, SUITE B, LYNNWOOD, WA 98037 Phone: (206)243 -7075 Phone: 206 743 -1555 Phone: 206 743 -1555 ******************************************** ** * * * * * * * * * ** * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT NEW DETACHED GARAGE. Units: 001 Buildings: 001 Fire Protection: N/A UBC Edition: 1991 * ** Per Front: Left: SETBACKS .0 Back: .0 Right: Valuation: Total Permit Fee: .0 .0 16.,560.00 301.50 *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** t Center ized Signature Dat qg 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building pe mt.. eat,ulzvl_ei'oDate: 9 - Signature Print Name: - Title: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CITY OF TUKWILA_ Department of Cdi ,unity Development — Permit Cent 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431-3670 Building Permit Application Tracking PLAN CHECK NUMBER f394-0a54 PROJECT NAME M-R.ic fl SITE ADDRESS' SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT DATE IN • BUILDING - initial review (o- 30 -q'¢ DATE: RROV.I (ROUTED) UIR.EME:N7 CONSULTANT: Date Sent Date Approved WFIRE sy‘ FIRE PROTECTION: (l Sprinklers FIRE DEPT. LETTER DATED: REFERENCE-FILL NOS. : -- Detectors INSPECTOR: BAR/LAND USE CONDITIONS? N/A MINIMUM SETBACKS: N- s- PUBLIC WORKS /29/9¢ INIT: UTILITY PERMITS REQUIRED? Yes N PUBLIC WORKS LETTER DATED: _ t i . • • • r 'ill►'l1 EINILIMG 0 OTHER BUILDING - final review BUILDING OFFICIAL INI 4 e, TYPE OF CONSTRUCTION: '74 INIT: CERT. OF OCCUPANCY? °Yes )2) No UBC EDITION (year): Icz`i/ REVIEW COMPLETED AMOUNT OWING: X84.50 CONTACTED (�} li 'b''� DATE NOTIFIED b -� 1 /260 BY: It (init.) ({� 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01/08/93 JUN 28 '94 11:40Rt1 TUKWILA DCD'PW an' OF TUKWILA P.2 BUILDING ERMIT APPLICATION Department of Community Development - Building Division wrv,ar u, 1 LI1ln1Ia •ron O1 1 {ID J (206) 431-3670 PI (, 4 p... a..,'"., ?o . °�A$MOUNT ^.ry,'.RC . ;. ,... ,� �,, C.1'�]_• 11l Gy+•y"iViti'iAlat a�iY.7.kR�.i"r. V4- 1 r AF! L T t (1 /'� i6t� .ti 1 . � Rh ill11l) ()1J1 i'1')ll:1/'LETELI'... 't_l�.!rg �a .^�j Ir17.1.0 J111.�1NLII4Ti' ^___ f^af Mf.7l:Y *.11.9!^A•�` INOW M•' gg .:..Asm EMI I e 5.1 6Uel AtiF 4EME ',iceyslplEI �+ rl !r.,/I .};'v,, ,ii ,:-. : e � `7` ,*,tai . ' • ,� W't ... w ilkS gr- "•.`i:>a kin,-v ,''.. r., r,t r •.'1t., ITE ADDDpREE�SS S 1 • * &/ sr .5r VALUE OF CONSTRUC • ' • . ASSESSOR ACCOUNT* /Z I $� 5315SO— o3o$-O PROJECT NAME/T NANT MARK A/U(0 TYPE OF 074 New Building • Addition • Tenant Improvement (commercial) • Demolition (building) WORK: • Rack Storaoe Reroof • Remodel (residentia) 0 Other; DESCRIBE WORK TO BE DONE; PosT F tor Al /0,J BUILDING USE (office, warehouse, etc.) R v 60169E7E NATURE OF BUSINESS; WILL THERE BE A CHANGE IN USE? Ii No 0 Yo If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE • Building: 6� Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS iN THE BUILDING? No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: O SarinkIgrs ❑Automatic Fire Alarm System PROPER • u i / AR: t i • _l - Cs-Sr- aJ�v ADDRESS / ADDRESS T • c 1 � , ., � SnE l3 L ,✓/.4.400 t A � ,00 r 7 CONTRACTOR FNMA t /L1-. PHONE 7y315-S-S- ADDRESS (c. S 2 / ✓' C%`J Si? 73 Ly✓/.i✓OOJ 64)4 jzIP % &O2 7 WA. ST, CONTRACTOR'S LICENSE # Tch)dc p,c q9 cr EXP. DATE 6 vs- ARCHiTECT , l 4,. , 4 PHONE ;_ 5-s-- ADDRESS �... -- • ZIP ' :yt CBE: : -- -411%.:." 1 r:7 . B? ' ...ERR `fit"% rT M ,♦ , 1,.•I' 'fs , IJ..,ilt 7 ■ti .AI`1r,A �i A ,, •A .;;,' A: s i -14.6. ` ' , 1;"d . BUILDING OR AUTHORIZED AGENT SIGNATURE f DATE 67 Z9 9,/ i __ PRINT NAME -^— r l 0 0 PHONE r ~ 7 5 ADDRESS/7/ v Si • CONTACT PERSON , it 1 PHONE _ APPLICATION SUBMITTAL In r to ensure that your application is accepted tor plan review, please make sure to fill out the application Completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431-3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and Is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant le otherthan the owner, registered architectIeng'ateer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal, EXPIRATION OF PLAN REVIEW Applications for which no permit Is issued within 160 days following the date of application shall expire by limitations. 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 Sootion 304(d) of the Uniform Building Code (current edition). No application shah be exte • s • . n once. h you have : • �'� �' , our process or plan submittal requirements, please contact the en • ommunity Development Building DNisbn at 431 - 3670. DATE APPLICATION ACt -`PTE9 Q j 30 i9n 0- 3 ,0 -9 BATE APPLICATION EXPIRES City of Tub iila Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 P`I [4-cx ro Phone: (206) 433 -0179 UTILITY PERMIT APPLICATION PROJECT INFORMATION Site Address: 4907 S', 77 -9,6Ji 6 Name of Project: I/j ` - [ r O'' Property Owner: Street Address: Engineer: Street Address: Contractor: Street Address: ft z.k AVirerr 2 677. L t/ll.,,vo (37Z ZAZJ 1 541/.9-s 8a..-0,) !&S-2 PERMITS';: >: >: ❑ REQUESTED 0 - 030,501/Contractor's License it: Channelization /Striping /Signing Curb Cut/Access /Sidewalk Fire Loop /Hydr. (main to vault) - No.: — Sizes: ❑ Flood Zone Control ❑ Hauling ❑ Land Altering cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times: Date: ❑ Sanitary Side Sewer - No.: Phone No.: •3y3 -/ SS-S- ,� Cit /State /Zip: ' '03 Phone No.: 7, -(sfr City /State /Zip: Phone No.: '2 4/13- /SS S- City /State/Zip: 903 7 L• Exp. Date: 6, ❑ Sewer Main Extension ❑ Private ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension DPrivate ❑ Water meter/ Exempt:- No.: —. Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • — ❑ Water Meter/ Temporary: - No.: Estimated quantity: Schedule: Other: $4)6 El Public El Public Sizes. Sizes _ Sizes :_ WATERMETER DEP OS.IT /: > >':: REFUNDIBILLIN MONTHL.Y> SERVICE' :.. . ............:..:::.:. BILLINGS'' TO Name: Phone No.: Street Address: City /State /Zip: Name: ❑ Street Address: Phone No.: City /State /Zip: El Water ❑ Sewer El Metro El Standby DESCRIPTION . OF'.PRO;IECT;: Single - Family Residential El Multiple - Family Dwelling No. of Units: ❑ Hotel ❑ Motel Commercial/Industrial El Office El Retail ❑ Duplex ❑ Triplex ❑ Warehouse _ ❑ Manufacturing N B 'Id' El Apartments ❑ Condominiums El Church ❑ Hospital El Other: ❑ School /College /University El Other: ❑ Remodel/ Addition :MISCELLANEOUS ew ui m9 Square footage of original building space: INFORMATION Square wu Square footage of additional building space: $ Valuation of work to be done: $ Z I: HEREBY CERTIFY THAT ;1:'H/tV READ•THIS APPLICATION AND. KNOW.THE:SAME:TO BE TRUE AND :CORRECT. Footage: King County Assessor's valuation of existing structures: Applicant /Authorized - 7,. Agent Signatur • l Contact Person _(print name): Di s(0 Address: f(62./ /[ i/` 519 SPZ. 6 J 001 .J,4 gad Phone: 71/3 '1571-c Print Name: i'Lld Q Date: . # ' Phone: 7513 - c Date Application Accepted: Date Application Expires: 1 .- S - (a 5 04/22/82 wvh 'i.,MIR'C- •1?.'t%J.•.,.n.�t'xN: S'45`:' /N'e�t1•,-J�u 1.t+!b **N**k***** *****h***** *** * ***** A * ******r** *** *************** **** k CITY OF TUKWI:I.A1 WA TRANSMIT * k*********************** k*** k***** * ** * * * * * * * *k* * * * **k * **'k * * **** 1RAN "MIT N•umh,ert 94000785 Amounts-: 117.00 06/30/14 11 :08 Permit No: 894 -0254 Type: B -BUXLD BUILDING PERMIT Parcel No: 537980 -0008 Site Address:' 4907 S 161.ST 7 /OBAO qq Payment Method: CHECK Notation: TOWN & COUNTRY I:rii t *** * * **** *k.*k * *k* * ** * *** *kk * ***k *kkk * *k•* **kkk* * ** *k* *k ** h•k-h***** Account Code Description Paid 000 /345.830 •PLAN CHECK - RES 117.00 Total (This Payment): 117.00 Total Fees: Total All Payments: Balance: 301.50 117.00 18450 -J �i 1 c7 --•1 uga .RPM GEN GENER TOTAL CHEC1V CHECM( CHANGt 32 47AT „1.14. 00 J117.00 / 234.00 117.00 17.00 N0.00 09 :40 ti t• k: 4Akk• kA,) r**** 44I.** hk k: kkh• A****** 4A•*• kh• k :4•k•AAk•Ak•kA1*1'.kk•AkA,khk•f t. t*. k•kk.4 CITY OF TUI <WIL.A, WA TRANSMIT lock *Akk4 h *•k ****4 :4 *44*A h *41:4* .** *.'4A•* *k 44.* A. * *•kk•k•kk•4 k•k•k*•A••4 4•kk:t•*A4A TRANSMIT Number: 94001145 Amount: 104.50 09/01/94 10:56 Permit Na: 894.0254 Tyra: U-OUILU BUILDING PERMIT Parcel cel Ha: 537980-•0300 09/02/94 i3'ite (address: 490'1 9 161 ST Payment Method: CHECK Natatiaru TOWN & COUNTRY Iriit: SAO k h• A• kAkk kk** kkk *kicA*•4*AA *••kk4*** *A*k•k*k ***.• h: k• kA •k•kk•k•k•k *AA4•kh•A••k*:k *•A4 Account Cade 000/322.100 000/386.904. Description BUILDING - RES ,r • S'(ATE BUILDING SURCHARGE Total (This Payment): Total Feed: Total All Payments: Balance: 301.50 301.5%0 �.==• .00 Paid 100.0.0 4.,50 104.50 GENERA 180.00 GENERA 4.50 TOTAL 184.50 CHECK 184.50 CHANGE 0.00 52.30A000 16:50 ( INSPECTION RECORD ill 6qq--- Retain a copy with permit 0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 —.(206) 431-3670. Project? 0 yr 1 0,1+ (")RI-L-'8— - m fro, Type of Ins.. . p--1 eit.)14::...) Ad. . ss: • • / 5 I Date Called: 'Eke q Special nstructions: Date Wanted 30.....q Requester: Phone No,: C%Itpproved per applicable codes. El Corrections required prior to approval. COMMENTS: ' Inspector: (")RI-L-'8— - Date: o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Sulte,100. Call to schedule reinspection. errrale 'b.: • I SPECTIO 0. INSPECTION RECORD Retain a copy with permit - • ERM 1 • CITY OF TUKWILA BUILDING DIVISION F171717/ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (296) 1-3670 " roJe . AriMIPA......aljear ii ov Sr ' W . pe o nspect on' I te Cal e.: - - - .-.• 1- • • lar gairAVA . , ress: , ' ZVAEIWgrAl Special Inst ctlons: Date Wanted: el Requester: Phone No.: fliff4:011 fil 0 Approved per applicable codes. tic Corrections required prior to approval. COMMENTS: ' Z-5z- xze_ ›zz,,te 42,10"` tor..• 45 105 Inspector: A _Ai 4444 Date: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. errrgne o,: Date: .„, •. , ' , , ' 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206) 431 -3670 'ro eci: 1 61% ype o nspect on: O Speclal Ins ct ons: Date Wanted: / .f it. P.m. Requester: C ne No.: /m_ Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. nspector: ❑ $30.00 REINSPECTION FE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No.: Date: Address: Suite: Tenant: Type: Parcel #: 4907 S 161 ST PARRIOTT MARK 8-BUILD 537980-0308 CITY OF TUKWILA Permit No: 894-0254 Status: ISSUED Applied: 06/30/1994 Issued: 09/01/1994 ************************4***********************Ouk***4*4***A.*410,4(44444kkWA Perm i t Conditions: 1. MARK PARRIOTT INDICATED:THAVHElfqENDEVTo_USE SPLASHBLOCKS AND DOWNSPOUTS TO ACCOMMODATE ROOF §ON65.0%RE.COMMENDED THAT ROOF RUNOFF8E1206KED AT BY A LJCENSED- ENGINEER. MARK STATED THAT HE WOULD A, C,cEP.r FPO.. ROOoNsIBIL TY FOR ANY RELATED DAMA&3ES AS A .,,RE,OCt:ii OF AJTIL 141,1,4G THIS pET4Ovi0 DISPERSE 0F ROOF DRAINAGE. - :, :::v g/ , 2. D es i gna t19*:,;)cif U. top AGE " 1 v ,, t114° A 6‘. Is111 1 0Atiti/ requirt 0*t,„ the use pattern b,p.,„:i t or 4:3 ‘ . , Uses"; such as '''boat co-., RV s to vAgi a re'k,'„G'ARApe. us e i'13,ei-VTOC 18.06.310, and 6 t,, %...0 al 1 oweiff, ince it would p,xtp-ed the '0as i mum 1,000 of , , \A- ; •,, ,-, ga r acie ',,,S. pate, per TMC 18%J2. c.,.04p (1) . ... - , 3. No ch#gei,,,,,0 1 I be ma deto ttie.,pia'ns unless approVed *y,Ahe Arclikect,0 the Tukwila BuOdin'cl.--Div is ion . , • 4. E 1 e5titi 4 I Ormi t s hall—b e,,,,okfta i ned,T.through the Washington S t40,1 D i Avf on; of Labor end *d(is tH'i-TIa 11 electr i cir work ;.w i 11 be tnspett.ed'bi -Vat )a 9041 (24„8-6"•630) i:41 ,, Al 'fOpermi , tnOect i CR nseco.ilds 4 0 4 approved plans shala b,e maintained i ,Aave i lab leWt04 Aoh s ijte 6f,46f4;,to the s tit t 'Vf e any4C,onst,dctton'VTIWec''dopentit ‘akie,f 6 be ma inta i nod g, a v all'Ala bife,A14nt t 1 f7i0i'l ,4 Is pie ;f:i* 4*oval,,,Ws granted 6 , P a rPii't. on 140 1 Is a ttgefl,Wtti' ce tAl/pg';'-..4):10xrillust,.. be al Iv bra \d,i fiT‘ov,ereight (8) feet in Tpn901.,/,---4 - .:- 7. All k vstrfirvdt;! to be done in cc nfotma4e_wi th apNrove*, plan nder40441-Wements of the . Un ijf or'iiy'Vild ilvA7.0 ( p944,' Ed i t i 1,1„ as" aben4d by the Wash i n ttin Si a q`180 1 d tiny aae, UniforpO,Klechanicalpde (1991 EcOi 160/ r:Itl W414ngton Seta Energy \go:0 (1,991 Second Edition) 8. Val) d i tYV?:if P e 44, The i ssuan ce of a pirm) t'e'or .445.r o v a Yo p 1 ans , s O'ecl.f i CWcns andcpinpu tat i on s shall not .be-con- strued to '.=6,k4 per))11t for, or an appr;OV'a 1 of , any'Vio)W6n of any of the prov it i ons of this code or of any other, ordinance of 'thejurisdictitin.:rpoii,r_pli t presuming to give author i ty or violate or can0Ithe provisions of this code shall be valid. c,:;;:!!?,- ,,,,' ''' - Town &Country° POST FRAME BUILDINGS ENVISION OF ERMABILT Quality: Our Future Depends On It.' Suite B • 16521 Highway 99 • Lynnwood, WA 98037 -3199 Everett: (206) 258-4171 Puyallup: (206) 840.9552 Administrative Headquarters: (206) 743.1555 FAX: (206) 742.1691 Toll Free: 1- 800 - 824.9552 Contractor's Lic. #: TOWNCPF099LT DIRECTIONS TO SIT JOB NAME: /11,Q 2 K. PAR SHIP TO ADDRESS: ' K 9 D 7 5, /6 l S r 724 KGrLA, lt' . 6113122. TELEPHONE It AT JOB DROP: 2 4/ / a 7 6s5 -F 5- THOMAS BROS. MAP LOCATOR Can a semi* turn around at the Job drop? ❑ Yes C to ❑ Back -in Only ❑ Other Can a one ton get into the Job drop? ' Yes ❑ No Can a concrete truck get into the drop? Yes ❑ No ❑ Other Directions 14 W>1 99 `" A S i c u S. / TA y L E F7- RIUH7— ad/ 51 4u 5, —W_5 mill s. Lto <s7-7-/-/i2D ocLScE" © P P i LJEwA'y `rO 1s•uD HOME OF ❑ Other Oct/ /GD r 5 *Truck Dimensions: 65' long, 8' wide, 121/2' high, and it weighs 35,000 Ibs, empty. 1. Office—White 2. Construction Office—Canary 3. Concrete Crew —Pink 01991 Pcrma.911t Industries FR.35 2/94 Town &Country= POST FRAME BUILDINGS Quality, Our Future Depends On It" E4e141r (706) 2564171 Poyan■rp: (206) 640.9552 Adm4+140811ve He.Wluenve: (206) 7434555 FAX: (206) 742.1691 Tot Free: 1.600.8214552 JOB SHEET NO. CALCULATED BY site plan legal description 5379800308 RECEIVED CITY of TUKWILA JUN 9 0 1994 PERMIT CENTER 01992 Perme•Bilt Industries FR.66 1/92 AUG-17-1994 15:05 TOWN 8, COUNTRY 206 742 1691 P.03 Biiiding Desin floor plan fiberglass stud wall building elevation 1 AUG -17 -1994 15 05 ts i Town & Courury_ ..�.�. POST FRAME BUILDINGS Quality: Our lirure Depends On II.C' TOWN & COUNTRY �_..... co �. 206 742 1691 P.02 308. Y• IOU 17Yp.•q a• L+y ..a0ao ,603 7410D E•i M am) OSSA vuAWp, 014dn:IW6r¢ M-ser+anm „•`76) 1'+!.7.If,S6 FAX (WI) 74:•1611 Tel Fn.: 1 JOB PAg p i C' SHEET NO. Jos # OF CALCULATED BY DATE N+ 's-r uL7 ()J14.(■ Sepeit.e4-te• G .3c A-ls S�-la �w�Ce , • )<A{ Pi 5;it ?LATE of - 41 i<Of.1 F aoR r3et -tea +p ax4 -1 ( "o, c, ) 1 3/8" (yX8' ? Vc1.e Bob• Subjec4 WA II is N ©tJ -- -EeA2.i da - Ase ( 5 `itattp c ?aiz-f-edw f cb i• 1,1 c of Z, 'C-0 izo e ?c) 0 go Tame . Wryli -c, 3e Cowtp!p c�1 0-114v p (e.3 oe. > RECEIVED 1 ' fi-L a- i'� 5 e CIYY 0►� TAIIA AUG 18 1994 G1992 P.rm.•eu1)ndumpER1W116 groin tR D1. co �. 206 742 1691 P.02 308. Y• IOU 17Yp.•q a• L+y ..a0ao ,603 7410D E•i M am) OSSA vuAWp, 014dn:IW6r¢ M-ser+anm „•`76) 1'+!.7.If,S6 FAX (WI) 74:•1611 Tel Fn.: 1 JOB PAg p i C' SHEET NO. Jos # OF CALCULATED BY DATE N+ 's-r uL7 ()J14.(■ Sepeit.e4-te• G .3c A-ls S�-la �w�Ce , • )<A{ Pi 5;it ?LATE of - 41 i<Of.1 F aoR r3et -tea +p ax4 -1 ( "o, c, ) 1 3/8" (yX8' ? Vc1.e Bob• Subjec4 WA II is N ©tJ -- -EeA2.i da - Ase ( 5 `itattp c ?aiz-f-edw f cb i• 1,1 c of Z, 'C-0 izo e ?c) 0 go Tame . Wryli -c, 3e Cowtp!p c�1 0-114v p (e.3 oe. > RECEIVED 1 ' fi-L a- i'� 5 e CIYY 0►� TAIIA AUG 18 1994 G1992 P.rm.•eu1)ndumpER1W116 groin tR In the event that the Owners perform such work as pk•, .ing, electrical, insulation, or interior impro until lbwn & Country Pnct Frame Buildings has completed its work and thc building has been finally it if the Owners desire to install plumbing or electrical work within the concrete slab, thcn it shall be the of its intention, and arrange for this work to be accomplished by the Owners in ordcr not to delay or interfen E. Price. The price is as follows: Description Price of Building Lifetime Warranty Weathcrization Warranty Sales Taxi Rate SS y 2 "2o SUBTOTAL Less $600 Deposit' Unpaid Balance' Dollar Amount $ 12, 5-/..5- $ .4.6242_43 Coder-729 5.13(5'{1,..3 $ (600) Additional V Dollar Amc Sales Tax Sub Total Dollar A Sales Tax Sub Total $ is of such work tent: provided, rame Buildings tame Buildings. city OFETUKWILA JUN 3.0 '1994 PERMIT CENTER $.12.13±11 23 Total Unpaid Balance $ Grand Total $ 'Estimated upon current rate. Adjustment (increase or decrease), if any, will be nude upon final payment. 1Payable at time Agreement is signed by Owners. . 'Tb be paid 5O% prior to commencement of the work, or upon completion and Issuance: of the completion certificate and 50% upon occupancy or issuance oldie completion certificate, whichever occurs fat. Amount may Increase or decrease if Owners request changes In the work alter Agreement is signed. The price includes all work identified in paragraphs B or C above, and also includes:7rlansiermits, ❑ sanitation clearance fees. Explained below as necesssary. Any amounts of money owing and unpaid under the terms of this Agreement shall bear interest at the rate of 11/2% per month. Any changes or additions to the work perforated by Town & Country Post Frame Buildings at the Owners' request shall be paid for by the Owners to Town & Country Post Frame Buildings by cash, rather than additional financing or refinancing, payable upon occupancy or issuance of the completion certificate. E. Payment of Price. The price will be paid by the Owners to Town & Country Post Frame Buildings as follows (check appropriate block): 'urchasers shall pay the price in cash or from financing which they have or will arrange through their own lender. o,o ❑ Purchasers intend to pay the price from financing arranged by Town & Country Post Franne Buildings on the following basis. 66O'—To DE lA PPLt ED x .1.0132QS OQSrOF 13LQto U. L7 h)RLF Ulc%PAL,D RLAAJCt,E ijl.L1E Cllpm J t5SU dE OF )4 h�er‘tt. 14N1:7 EM4Z-A0../ eE. t7LLf e&P01J 001.4 LErIOM F JE? ei E. DeAupi?AJcy If Town & Country Post Frame Buildings is not able to arrange financing as described above, then the Owner may elect to seek alternative financing or cancel this Agreement and be returned the $600 deposit. G. Deposit. Upon signing this Agreement, the Owners shall pay a $600 deposit to Town & Country Post Frame Buildings. The deposit shall be fully refunded in the events that (I) Town & Country Post Frame Buildings does not accept and sign the Agreement in the space provided in Section "K," below, or (2) in the case of a credit sale, upon completion of the project, final inspection and approval, and final payment to Town & Country Post Frame Buildings, or (3) upon mutual Agreement of the parties. In the event of a cash sale, the deposit shall be credited, but not refunded, to the Owner upon completion of the project, final inspection and approval, and final payment to Town & Country Post Frame Buildings. The deposit will not be refunded in the events that (1) financing is arranged by Town & Country Post Frame Buildings as per Section "F" and the Owner is either unwilling or unable to sign the necessary loan documents within 10 days after such financing has been arranged, or (2) Owners decide not to proceed with the project before commencement of construction, through no fault of the Contractor, or (3) upon mutual Agreement of the parties. II. Contingencies. This Agreement is subject to the following contingencies: N�4 pr The Owner shall notify Town & Country Post Frame Buildings within ( days of the date of this Agreement that all contingencies stated above have been satisfied or removed. Otherwise, Town & Country Post France Buildings, at its option, may cancel this Agreement and refund the $600 deposit to thc Owners. 1. In the event this contract has not been started (by no fault of contractor) within months from date of signing, the contractor shall be able to renegotiate the purchase price to reflect any market increases or decreases. J. Time of Commencement. 'Ibwn & Country Post Frame Buildings will promptly schedule the commencement and completion of the building upon receipt of the building permit (residential) or approved plans (commercial), receipt of the Owner's payment of 50% of the price, and completion of site work by the Owner, if any. K. Signing of Agreement. Owners acknowledge that they have read and understood the provisions of this Standard Form of Agreement, including the General Conditions of the Contract, and have been provided a copy of the same. This Agreement is not binding on Town & Country Post Frame Buildings until Town & Country Post Frame Buildings receives and approves this Agreement signed by the Owner, and a corporate officer of Town & Country Post Frame Buildings then signs this Agreement in the space provided below. When signed by a corporate officer of Town & Country Post Frame Buildings, this Agreement becomes a valid, binding, and enforceable contract. There is no right of rescission. Owners acknowledge that this Agreement contains the complete understanding of the parties. There are no prior or oral Agreements or understandings other than those which are stated in this Agreement. The Owner acknowledges that all blanks have been filled in, and this Agreement states the complete Agreement of the parties. YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN LAN; T ! N HI S RIGHT. J,�r Date Ze/ *C4 Purchaser ./`.eJi''% Date %f5y/L( q Print N.me e 4 (C-te EX Date 6'29-99 Purchaser Date Sales Corporate Acceptance by Date —Date Purchaser Date 4 copies: I. office file copy —white 2. production copy —pink 3. accounting copy—canary 4. customer copy—goldenrod Town &Country POST FRAME BUILDINGS DIVISION OF Quality: Our Future Depends On It.' • Suite B • 16521 Highway 99 • Lynnwood, WA 98037.3199 Everett: (206) 258.4171 Puyallup: (206) 840-9552 Administrative Headquarters: (206) 743 -1555 FAX: (206) 742-1691 Toil Free:,.. 1.800.824, 9552 Contractor's Lia H: TOWNCPF099LT .�. �}y { r.�' ...frr,�:>? /f1 a iy{`:viiliHislt� TR'IL!'I�y f"wf.ilSF7•t11w y' „�"r�;K1xE :DIREC'T'IONS TO:'SITE JOB NAME: /11A/2K P/4 R2 /a -7 ar SHIP TO ADDRESS:.. q 4 O 7 ' "5 ' �! l 72 Kri9 t L. AI LI f3 , 913105 TELEPHONE # AT JOB DROP* 2 `f / — a (Q S 7 THOMAS BROS. MAP LOCATOR 66-5-- F S Can a semi' turn around at the job drop? ❑ Yes (No ❑ Back -in Only Can a one ton get into the Job drop? XYes ❑ No ❑ Other Can a concrete truck get into the drop? Yes ❑ No ❑ Other Directions 1'i t2) Y q — AS i o 4.) Sr / C) r S 7'A Y L E r- 4 u 5— RAJ S- lto C' -7-Hi2D NoctsrE-- © 714 2.,v K? D e.I t- UAy 7O T Ai I> 'Truck Dimensions: 65' long, 8' wide, 121h' high, and it weighs 35,000 lbs. empty. 1, Office —White 2, Construction Office —Canary a Concrete Crew —Pink 01991 Perme•819Indu,tries FR•35 2/94 To: Permits Fro John A. Pierog, PW Development Engineer Dail: July 21, 1994 Subject: Parriott SFR Garage 4907 South 161st Street Project No. P94 -0080 Review Comments The above project consists of a new garage building of 960 square feet. It was reviewed at our July 12th development plan review meeting. In a telephone conversation with Mark Parriott a few days ago, Mark indicated that it was his intention to provide roof downspouts with splashblocks to accommodate roof runoff. He stated that the existing house utilized this same system and that no problems with surface water had been experienced in the past as a result. I recommended to Mark that runoff be looked at by a licensed engineer; otherwise, liability for any related damages in the . future would rest totally with him. Mark acknowledged and accepted this liability. In view of the above, no Public Works permits are necessary for this construction. If any questions, please let me know. JAP /jap cf: PW Inspector (w /copy of plan) Development File qpit_005 TO: FROM: DATE: SUBJECT: MEMO File #B94 -0254 Ken Nelsen July 6, 1994 Protection for enclosed carport ************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1) No protection required between the enclosed carport and the new garage, U.B.C. Section 504, table 5 -A, and Section 1102. 2) 1 -flour protection required between the enclosed carport (now garage) and the existing house, see U.B.C. Section 503(d) exception 2. z-o1y ti etc1( 641 i fro W /Per►mebwl+ `74i 3- ass" , Yieee . 1 ItAle\ 4 ■/ / a v- ptre,411,1 eApp, +o de AN , s4 r je Li ►ru 1 NOIONIHSYM AO 31V1S 0 Z cmn m r,.... a m m z Z O -n = m 0 O 5) Ua Z C3 m c cn 53 0 N m ca cn RECEIVED CITY OF TUKWILA JUN 3 0 1994 PERMIT CENTER SIDEWALL POST CORNER POST GENERAL NOTES RAKE BEAM PER SCHEDULE F & DTL. ENDWALL POST PER SCHEDULE B can X DTL. (1 (14' MAX,) PO ENDWALL POST PER SCHEDULE B INTERIOR POST BAY SIZE (14' MAX.) TYPICAL BRACE TO ENDWALL POST PER DTL, BUILDING MAY BE CONSTRUCTED OF ANY SIDEWALL LENGTH AND SPAN MEETING THE REQUIREMENTS OF THESE PLANS WHERE , RATIO OF LENGTH TO SPAN IS EQUAL OR LESS THAN 3 (SEE NOTE 4). 2. WALL OPENINGS AND ACCESSORIES ARE INDICATED ON PERMA BILT BUILDING FLOOR PLANS. LATERAL RESTRAINT REQUIREMENTS FOR EACH INDIVIDUAL WALL. SHALL CONFORM TO THE BRACING SCHEDULE REQUIREMENTS OF PB BASIC #20/90. 3, BUILDING MAY BE A COMBINATION OF CLEARSPAN AND GRID SYSTEM SIMILAR TO PLAN. FOR CLEARSPAN SYSTEM / 0 FOR ROOF SLOPES GREATER THAN 4i12, BUILDING LENGTH TO SPAN RATIOS ARE LESS THAN 3 FOR THE HIGHER EAVE HEIGHTS. REFER TO P.B. BASIC #20/90 FOR LIMITS. SUOIS!Aa.ri 5, CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDERS DISCRETION. DTI_ BAY SIZE (14' MAX.) SIDEWALL LENGTH FOR MAXIMUM SEE NOTES 1 & 4 PLAN 3/16" = 1'--0" BAY SIZE (14' MAX.) BLDG. LINE @FACE OF POST (TYP,) METAL ROOFING PER NOTE 4, SHEET 3 29 GAUGE OF W /NO POST/ 12 1 4 (SEE GENERAL NOTES 4) 12 PURLIN PER DTL. AND SCHEDULE D DTL. (SEE GEN. NOTE 4) OPTIONAL EAVE OVERHANG PER DTL. TERIOR POST R SCHEDULE i< 29 GAUGE META! WALL, CLADDING NOTE 4, SHEET (OPTIONAL CLAD: PER NOTE 11, SH TRUSS FILE CpPY I understand that the Plan Cheek approvals are subject to errors and omissions and approvzi of I,'31i5 does not authorize the violation of any adopted coda or ordinance. -Receipt of con- tractor's copy of approved plans acknowledg cl• By h...D. Date �Permit No. FLOOR SEPARATE-P-11 ` -' REQUIRED FOR: EAcHAN:cAL ELECTR(c, L 0 PLUMBING 0 GAS PIPING CITY BUILDING � DIVISION Ut(•1��E1..A INTERIOR 11 1 11 11 FOOTINGS PERI 1,1 1 POST SPACING 1 1 1 SCHEDULE r'Li - & DTL, 16 FOOTINGS PER DTL, & SCHEDULE H SPAN SPAN (' r? OF TiW'N 1A APPROVED AUG 3.0 i:134 d DIVISION TYPICAL SECTION THRU GRID SYSTEM 3/8' 1'-.0• TYPICAL SECTION THRU' CLEARSPAN 3/8:1 = 11--0" RECEIVED CITY OF TUKWILA JUN 3 0 1994 P 1Mli OEt n eons 111 t / I i I I I 1 I I I 1 I III1I1III I I I I I 1 1 I I I 1 I I I I I11III11 1111_i,Ii�it�i 0 SSTNSINCK 1 2 �3 i 1 OC 6' 8C LZ 9Z 5L VZ r ee ze tZ 03 64 81. LI II Ili r �IIItI!Iti � ' 5� • . 4. Ii 1I 1i111 IILI,I II i i �I ,ji'111I. 5 NOtE: if tile otilmed document is less clear than this notice, it is due to the Qua Litt' of the original document. 1. I IIIIIi 111111iIiilllilllliii !IIIIIIinOmIliIIIL1t 111 idui�L�lll! ►i11►U ij11 I1�1 11:11111111 1iIIIIIII,IIIIII . _. ...; ..: tit41111i11li111�1 III1II111111IIIII(Lt111111I1 9 `� 10 11 ,N 6ERMAN4 12 91 SI hl CI. 2l LL 01• 5 9 L. llili!)I14 iI 1 III 1 ll 9 5 h C. ZI L vol 0 lf��l!!II!I!!II,IiIII!!VIII(II, rill! I! f, �liil�llll _lll!illlii�l!Ii�ll!tl • s ▪ • • t9r �r)� r >±y 43r.4. i' ",'• >: EAV E HEIGHT 1 �i }I 1 I. I �` - TRUSS SUPPORT BLOCK PER. DTL. 9 & SCHEDULE 0 POST PER SCHEDULE A �� GIRTS PER DTL, 12 PER 3 )ING T. 3) . ;1 2 13 — DTL 2 *1'4., _ J =if ....= 1 ' ' — = = j(—_. L _1 in c FILE CpPY I understand that the Plan Cheek approvals are subject to errors and omissions and approvzi of I,'31i5 does not authorize the violation of any adopted coda or ordinance. -Receipt of con- tractor's copy of approved plans acknowledg cl• By h...D. Date �Permit No. FLOOR SEPARATE-P-11 ` -' REQUIRED FOR: EAcHAN:cAL ELECTR(c, L 0 PLUMBING 0 GAS PIPING CITY BUILDING � DIVISION Ut(•1��E1..A INTERIOR 11 1 11 11 FOOTINGS PERI 1,1 1 POST SPACING 1 1 1 SCHEDULE r'Li - & DTL, 16 FOOTINGS PER DTL, & SCHEDULE H SPAN SPAN (' r? OF TiW'N 1A APPROVED AUG 3.0 i:134 d DIVISION TYPICAL SECTION THRU GRID SYSTEM 3/8' 1'-.0• TYPICAL SECTION THRU' CLEARSPAN 3/8:1 = 11--0" RECEIVED CITY OF TUKWILA JUN 3 0 1994 P 1Mli OEt n eons 111 t / I i I I I 1 I I I 1 I III1I1III I I I I I 1 1 I I I 1 I I I I I11III11 1111_i,Ii�it�i 0 SSTNSINCK 1 2 �3 i 1 OC 6' 8C LZ 9Z 5L VZ r ee ze tZ 03 64 81. LI II Ili r �IIItI!Iti � ' 5� • . 4. Ii 1I 1i111 IILI,I II i i �I ,ji'111I. 5 NOtE: if tile otilmed document is less clear than this notice, it is due to the Qua Litt' of the original document. 1. I IIIIIi 111111iIiilllilllliii !IIIIIIinOmIliIIIL1t 111 idui�L�lll! ►i11►U ij11 I1�1 11:11111111 1iIIIIIII,IIIIII . _. ...; ..: tit41111i11li111�1 III1II111111IIIII(Lt111111I1 9 `� 10 11 ,N 6ERMAN4 12 91 SI hl CI. 2l LL 01• 5 9 L. llili!)I14 iI 1 III 1 ll 9 5 h C. ZI L vol 0 lf��l!!II!I!!II,IiIII!!VIII(II, rill! I! f, �liil�llll _lll!illlii�l!Ii�ll!tl • s ▪ • • t9r �r)� r >±y 43r.4. i' ",'• >: SIDEWALL POST SCHEDULE ALL BLDG. WIDTHS TO 40' BAY WIDTH EAVE HEIGHT 8' 10' 12' 14' 16' 10' 4X6 4X6 4X6 4X6 4X6 12' 4X6 4X6 4X6 4X6 6X6 14' 4X6 4X6 4X6 ..j 6X6 I; 6X6 NOTE : ALL CORNER POSTS 4X6 — ORIENTATION NOT CRITICAL EXCEPT IF ADJACENT TO AN OPENING THEN LONG SIDE OF CORNER POST TOWARDS OPENING. PURLIN SCHEDULE BAY WIDTH PURLIN /SPAC'G, LUMBER 10' 2X6 @ 24'OC HF NO. 2 2X6 @ 24'OC 20' CSR ?0' IJFL_ NI. 2 4X6 12' 14' 2X6 @ 24'OC HF NO. 2 2X6 @ 24'0C 2X6 @ 16"0C DFL NO. 2 HE NO, 2 2X6 @ 18'0C HF NO. 1 6X6 . 2X6 @ 18 "DC DFL NO, 2 EI: INTERIOR RAFTER SCHEDULE GRID SYSTEM GRID SYSTEM ENDWALL POST SCHEDULE ALL BLDG, WIDTHS TO 40' BLDG. WIDTH (SPAN) EAVE HEIGHT 8' 10' 12' 14' 16' 20' CSR ?0' 4X6 4X6 6X6 { 6X6 ' 6X6 22' OR 32 4X6 4X6 6X6 6X6 . 6X8 24',34' OR 36' 4X6 4X6 6X6 6X6 6X8 26',38' OR 40' 4X6 6X6 6X6 6X6 6X8 28' 4X6 6X6 6X6 6X8 6X8 RAKE BEAM W/ OVERHANG SCHEDULE TRUSS BLOCK BOLT SCHEDULE 5/8'0 MACHINE BOLTS W/ WASHERS BAY WIDTH TRUSS SPAN 20' 24' 30' 1 36' 40' 10' 2 2 3 3 4 12' 2 3 3 4 4 14' 3 3 4 4 5 SEE DET, (2) 2X12 HF NO.2 RAKE BEAM SCHEDULE NOTE 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE 1991 EDIT ION OF THE UNIFORM BUILDING CODE. 2. TRUSS DESIGN AND FABRICATION SHALL CONFORM TO THE 1991 EDITION OF THE UNIFORM BUILDING CODE. ENGINEERING DESIGN AND SHOP DRAWINGS SHALL BEAR THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED TN THE STATE OF WASHINGTON. 3, BUILDINGS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADING: SNOW LOAD: 25 PSF WIND LOAD: 80 MPH, EXPOSURE B WITH 25% REDUCTION OF WIND STAGNATION PRESSURE FOR SOIL BEARING: 2000 PSF MISCELLANEOUS STRUCTURES PER U.B.C. SECTION 2311 H. SEISMIC ZONE: 3 4, METAL PANELS SHALL. BE ASC PACIFIC NOR CLAD, OR EQUAL, HAVING MINIMUM 80 KSI YIELD. STRENGTH. ROOF PANELS SHALL BE FASTENED WITH #14X1 1/2' SELF TAPPING SCREWS AT 9' O.C. ALONG EACH PURLIN AND #12 STITCH SCREWS AT 24" D.C. ALONG EACH LAP. WALL PANELS SHALL BE FASTENED WITH #9X1 1/2" SELF TAPPING SCREWS AT 9' D.C. ALONG EACH GIRT. SEE SHT, 1 FOR METAL GAUGE. 5. LUMBER SHALL CONFORM TO THE FOLLOWING: 2X4 THRU 2X12: HF NO. 2 OR BETTER U.N,O, SOLID POSTS: HF NO, 1, ROUGH SAWN EXCEPT 4X6 S4S BLOCKING: HF STANDARD AND BETTER I BEAM SPAN 10' 10' 14' 2X10 W/ 2X4 LEDGER 2X W/ 2 : LEDGER (2) 2X12 W/ 2X6 LEDGER DET. 5A/2 ` D'a , 5A/2 DET, 5B/2 AC c -ZS cu C CT, -P Ih d > d -a a� � � su©!s!na,,4 6, LUMBER IN CONTACT WITH SOIL OR CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED IN CONFORMANCE WITH AWPA C -2. NAILS USED WITH PRESSURE TREATED LUMBER OR BELOW GRADE SHALL BE GALVANIZED. 7, BOLTS SHALL CONFORM TO ASTM A307 AND HAVE WASHERS UNDER EACH HEAD AND NUT U.N.D. 8. CONCRETE SHALL CONFORM TO U.B.C. SECTION 2604 FOR 2000 PSI UNINSPECTED CONCRETE. 9. BACKFILL FOR EMBEDDED POSTS SHALL BE GRAVEL OR SANDY GRAVEL., 1' 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'. 2)2X12 HF NO.2 2) 2X10 DFL. NO.1 (2) 2X12 H.F, NO.1 BAY WIDTH RAFTER SPAN 10' 12' 14° 10, 10' (2) i2 rF" NO.2 (4)2X10 HF NO2 (2)2X10 HF N11,2 12' (2)2X10 DFL N0r2 (2) f iFL NO.2 (4)2X10 DEL NO2 12' 14' (2)2X10 HF ND,2 (2)2 =� HE NE1,1 3r (4)2X10 HF N0,2 (2)2X10 DFL NO 2, (2)2X12 HF NO.2 (2)2' y4 DFL ND,1 -r1 (4)2Xi0 DEL _ NO.2 (4),,,':11. HF N1.2 (4)2X10 HE NO.2 . (2)2X12 DFL NO.2 (4)2X10 DFL N0,2 (4)2X10 DFL NO.2 NOTES: ALL BLOCK BOLTS 5 /8 "0 INTERIOR POST SCHEDULE .. GRID SYSTEM H POST FOOTING SCHEDULE POST SPACING EAVE HEIGHT Iy 8' 10' 12' 14' 16' 10' 18' DIA, 18' DIA. 18' DIA. j``' 18' DIA :'4" DIA. 12' 18' DIA. 18" DIA, 18' DIA, , 24' DIA 24' DIA, 14' 18: DIA. 1.8s DIA, 24" DIAL 24' ;DIA, 24" DIA. NOTES FOR CLEARSPAN BLDG. W/ 4X6 SIDEWALL POSTS, SPACING = 14', AND SPAN OVER 30'; USE 24' DIA, AND DET. ALL HOLE DEPTHS 4' -0" P INTERIOR PUS "< = F ❑O ` G SCHEDULE ,. �. GRID SYSTEM J RAKE BEAM CONNECTION TO POST i BAY WIDTH 10' 12' 14' NOTES: C1'). 5/8 "0 CARRIAGE BOLTS BEAM SPAN 10' 12' 14' 2 2 3 L2_ SEE DETAIL 5B/2 SEE DETAIL 5B/2 SEE DETAIL. 5B /2 10, STEEL STRAPPING SHALL BE SIGNODE MAGNUS OR EQUAL, 1 1/4' WIDE X 0.031' THICK WITH A MINIMUM AVERAGE ULTIMATE STRENGTH OF 4300 #. V) V) LL.J LEI D o t� z LU CJ z (/) 11. 19/32" T1 -11 SIDING MAY BE USED IN PLACE OF METAL PANELS ALONG ENDWALLS AND SIDEWALLS. T1 -11 SHALL BE NAILED WITH 5c1 COMMON DR GALVANIZED BOX NAILS AT 5' D.C. ALONG PANEL EDGES AND 12' L.C. FIELD. FOR SHIPLAPPED EDGES BOTH PANELS SHALL BE EDGE NAILED WITH 5e1 AT 5' D.C. 12, CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION. BOLT QTY'S. SHOWN ARE FOR BLOCK CONNECTIONS TO ENDWALL POSTS. - USE 1/2 QTY. SHOWN FOR BLOCK CONNECTIONS TO CORNER POSTS. NO WASHER UNDER BOLT HEAD. USE (1) 5/8 "0 CARRIAGE BOLT AND (3) 16 d NAILS IN RAFTER CONN, TO EACH POST EAVE GIRT TIE STRAP 2 BOLT BLOCK 3 BOLT BLOCK 3 d es BAY WIDTH A f" HEIGHT 8' 10' "` 12' 14' 16° 10' 4X6 4X6 r:6X6 6X6 6X6 r 12' 14' 4X6 4X6 6X6 s , -.\ ': 6 6 X 6 6X6 eq 6X6 ' 6 `A:. 6X6 6X6 ALL FOOTINGS: IAMETER, 4' -0' DEEP ET, t6A BLDG. WIDTH BLDG. LENGTH NO TIE TIE STRAP PER DET BLDG, LENGTH QTY NAILS 20' 35' MAX 28' 43' MA" 7 ... Y�7 -•t`7 '..� 1. `` �,— : -� 36' 52' MAX 53' TO 108' 40' 57' MAX 58' TO 120' NOTE: NAIL QTY'S. *SHOWN ARE EACH SIDE OF SPLICE, RECEIVED CITY OF TUKWIlA JUN 3 0 1994 PERM C CENTER 4 < <,ANWW, . 0 7 r3F; M «. ' y ' s rWrr ' j 4W, W4Wlidf f �?F4.g4IVAPOiTen:�",lr'.M ... . A +' i. W .• AW30 ~. ' S.k7.d Ls .. . L•. ;(^ylW=.'.]; ? =i:, .�1. 0.F:? �H` S7�1_ 7,%!,'' �l' ��iij% F` i. i¢% i4Y% fNF�. �v�3 /d_�'.f�/•S.IJ•r1'T^M✓YI•/tt .▪ .•.., .. ,, .. .. �.., .rte . .Y .�. .;i. J .. :' ,. ▪ ANY +v lx"`., -Y^ -f it l i .Y 1'. .,k •r 5.: ... ,.ar+ -� , :•: -c;.•. .. - ,:,.•, e.E....?.- ..f..� - ,<t.�.- ,yJ.,.. .7Yf` ..� l%� k I,(l,i.i,I.I. ILL!_ f; l.; JIII: I,1I1II:Li.iIL..1LiIIEIIIi rIi1Ij{ Il{i1�6�i. :'i, 11111II.I. 'II1i {I, till { II1 {j' {'i {I`hji� {il.,Ij {� {j {!.IalJ I ;ji Ij{ { VIIII{ IIfIII�II 'I(IIIIiIIIIIIi {jIIIII�i(I� ! I I Q r 11C) 11• ► 1. 0 le THS INCH 1 !W 3 f HOtt: the micrr fi Lned doc ment is less clear t. Ai this I notice, it is due to the quality of the original document. 0€ 6Z se L.Z 9Z GZ �,z ' £Z ZZ l? 03 6t 8t Lit 9t i +�t et Zi It 01. 6 �III{IIIII IIIIIIiII IIII�IIII IIII�III! Iillll!!!� {IIIIIIII II!Ilfll' (1i:�11Ulilllll 161�i11�{1i�Iii • �11I111,1{I(fjIJIIIIIJ(J,i III 'Il, flihlllll { { I I { f !fIII� IJl��il {1�111{,�I I •�P- .>- �,..,._. -r ....- ...MVa.r- 'r,»;<hfive..�x �1%a:rnae<!75sh= s:..vr,vs.,v... v.'..... »..- ,... »__, -,..�. .:..:. -.;,: _..t y.: rn....... �.,.,� .,...,,,�,..k.. ,..;.s'i;r.:..:.i,,:.. .; , • .: ' r ;1,%t7 y'', SIDEWALL POST Y ENDWALL POST PER SCHEDULE B ENDWALL POST PER SCHEDULE B TYPICAL BRACE TO ENDWA L POST PER DTL. FOR CLEARSPAN STEM GENERAL NOTES BUILDING .MAY BE CONSTRUCTED OF ANY SIDEWALL LENGTH AND SPAN MEETING THE REQUIREMENTS OF THESE PLANS WHERE RATIO OF LENGTH TO SPAN IS EQUAL OR LESS THAN 3 (SEE NOTE 4). WALL OPENINGS AND ACCESSORIES ARE INDICATED ON PERMA GILT BUILDING FLOOR PLANS. LATERAL RESTRAINT REQUIREMENTS FOR EACH INDIVIDUAL WALL SHALL CONFORM TO THE BRACING SCHEDULE REQUIREMENTS OF PE BASIC M20/90. BUILDING MAY BE A COMBINATION OF CLEARSPAN AND GRID SYSTEM SIMILAR TO PLAN. FOR ROOF SLOPES GREATER THAN 4112, BUILDING LENGTH TO SPAN RATIOS ARE LESS THAN 3 FOR THE HIGHER EAVE HEIGHTS. REFER TO P.B. BASIC 020/90 FOR LIMITS, CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDERS DISCRETION. BAY SIZE (14' MAX.) BAY SIZE (14' MAX.) BAY SIZE BLDG. LINE @FACE OF POST (TYP) MUOUha.� , (14' MAX,) SIDEWALL LENGTH FOR MAXIMUM SEE NOTES 1 L 4 PLAN METAL ROOFING PER NOTE 4, SHEET 3 29 GAUGE 4 <SEE GENERAL NOTES 4) PURLIN PER DTL. AND SCHEDULE D INTERIOR RAFTS' PER SCHEDULE G (SEE GEN. Sam NOTE 4) S" OPTIONAL EAVE OVERHANG PER DTL. TRUSS Y OTHERS 1 understand that the Plan Cheek approvals are subject to errors and omissions and approval of plans dues not authorize the violation of any adopted code or ordinance. -Receipt of sen- tractor's copy of approved plans acknowl • TERIOR POST :R SCHEDULE K 29 GAUGE METAL WALL CLADDING PER NOTE 4, SHEET 3 (OPTIONAL CLADDING PER NOTE 11, SHT. 3) TRUSS SUPPORT BLOCK PER DTL. L SCHEDULE C POST PER SCHEDULE A GIRTS PER DTL. BY Date permit No. FLOOR FOOTINGS PER DTL. L SCHEDULE H BUILsING DIVISION TYPICAL SECTION THRU GgID SYSTEM 3/' ■' TYPICAL SECTION THRU CLEARSPAN 3/8' s 1'-0' ttr .. ik:7 it 'Mg tica,ifgarkt aln4 JUN 30 * es aaa '7ITIYL i, -eR1111 t' T'. • 1 r 4. 4 • PANELS OR TYPI) PgS =CHID. r `J Sr �JIDN ! EAVE i• -6' TRUSS WIDEST DIMENSION OF POST U.NA. 1 1 1 RACt =ID[ , POST 11.110tallie 1) • ■ x4 4 -16d TYP, 1 -16d TYP. 3 -16d TYP. D-16d TYP, ._— SClHET C R MACK PER ED eOPTIONAL OVERHANG 1' • 11 -0' 0 1 1 L1 I IF TO OCKN (NO SHOWN) •a T TO r! SLR ` AS MOWN. !URLIN TRUSS OR RAFTER ECT, THRU PURLIN @ TRUSS /RAFTER 1••1' •0' P1M1.IN PER ICNED. D® 1'-$' LAP QM) 1' -6' LAP 01114) ;9,4 PURLIN 3 ■16d EA END OF LAP TRUSSES OR RAFTERS ST NOTE AH_ Y ST R O,AHER ARCEOUALL ON4CITHE ONE MAY BE USED AT THE IUILDERS DISCRETION. POST URLIN SPLICE DETAIL SEAM W/1 ltd0 PURLIN t x LEDGER, NAIL TO SEAM W/ 16d t 9' 0,C. NOTE' LEDGER SUPPORTS PURLINS 1 NEED NOT EXTEND TO DR ATT TO POSTS. POST PER SCHEDULE 0 SECTION @ RAKE 1' ■1' -0• ` r I ~.1 RERR SCNE OCKCTOp PER SCHEDUL N. SIDING WIDEST DIMENSION OF POST U.NA. ENDWALL POST PURLIN agi ij 1 11 Xs len t'1 VEL BLOCK TO MATCH RAKE SLOPE SNT'd 0/C RCD E vex CARRIAGE BOLTS PER SCHEA m (3) 1641 RAKE TO PUMA p RAKE TO POST sitAKF BEAM DETAIL 1/2' • 1' -o• 16d 1 4' 0/C STAGGERED RAKE TO RAKE RAKE BEAM PER SCHED m LEDGER PER SCHED m 2 X 6 BLOCKS (2) S / /t' / BOLTS PURLIN TRUSS STEEL HANGER SIMPSON Utf OR E0. W/ 10d X 1 1/1' NAILS TRUSS BOTTOM CHORD BRACE PER DET. e irk It 4•1 TRUSS TOP CHORD WALL CLADDING ION a ENDWALL W /TRUSS rn' -o• BAY WIDTH 2 -16d TOENAIL EA. PURLIN TO EA, RAKE 24' MAX, 2 X f BLOCKING PURLIN I RAKE BEAM SEE SCH. m t X (LOCK (TYR) WIDTH TO MATCH POST r,1 1 ■ 2X6 FASCIA 3 -16d 1) 5/8'/ CARRIAGE BOLT 2) 5/8•11 CARRIAGE BOLTS ! ENDWALL POST 0) 5/0' / CARRIAGE BOLT ! CORNER POST ?POST, GIRT & WALL CLAD. TION it ENDWALL W/ OVERHANG BAY WIDTH 2-16d TOENAIL EA. PURLIN TO EA. RAKE 24' MAX, 2 X 6 BLOCKING PURLIN I TRUSS TRUSS BOT. CHORD BRACE PER DET 1 ■ TRUSS TOP CHORD 2X6 FASCIA 3 -16d WALL CLADDING TIDN E ENDWALL W/ OVERHANG GRID SYSTEM (2)5/I'0 BOLTS W/ (4) 16d EACH SIDE (TYP.) 2 X BLK. EA SIDE OF POST WIDTH TO 1 1/2' MATCH POST 4 X BLOCK FOR DOUBLE RAFTERS 0 1/2' RAFTE ER SCHED.G (2) BOLTS SEE SCHED. GO INTERIOR POST© PER SCHEDUL NTERIOR POST/RAFTER CONN, GRID SYSTEM 2 X ILK„ EA SIDE OF POST WIDTH TO MATCH POST 4 X BLOCK FOR DOUBLE RAFTERS 0- (1) 5/8'0 BOLT W/ (4) 16d EACH RAFTER EACH SIDE 1 1/ (2) BOLTS SEE SCHED. GO 1 1 /2' IDGE POST / RAFTER CONN, Ia L K I TO TC POST 3. - 16d EA. EA SIDE 0 nlanim all LI %s NTERIOR RIDGE CONN, 1• -1' -o' GRID SYSTEM 2 X ILK. EA SIDE OF POST WIDTH TO MATCH POST 4 X ILK. FOR DOUBLE RAFTERS 0 (1) S /S' 0 BOLT W/4 -16d EACH SIDE RAF TE ER SCHED. G (1) BOLT SEE SCHED. GO POST PER SCHED A® IDEWALL POST RAFTER CONN, 1.a1, -0' TIE STRAP W/ 10d X 1 1/2' SEE SCHER M :r'.-- SEE SCHED. M. EAVE GIRTS BUTT SPLICE AT POST (3) 16d EACH GIRT ALTERNATE LOCATION OF TIE STRAP V/ 16d NAILING R SEE NOTE *10 FOR TIE STRAP MAT'L SIDEWALL POST ©TYPICAL EAVE GIRT SPLICE 2X6 GIRT FACE NAIL W/ 3 -16d 2X6 GIRT FACE NAIL TO POST W/ 3 -16d DRIVEN 1 ANGLE (TYP.) 2X6 T -GIRT NAIL GIRTS TOGETHER W/ 16d 24' 0.C. (TYP.) 0 1 N 11/ -"I- MO TOE NAIL T -GIRT TO POST V/ 3 -16d POST 2X6 T - GIRT DETAIL NOTE' USE P.T. 1 - GIRT AS PER ! BASE OF WALL WHEN NO SLAB 2X6 P.T. GIRT P.T. 2X4 BASE GIRT V/ 16d t 12' 0.C. ALONG GIRT 0 POST 4' CONCRETE FLOOR SLAB FOOTING ASE GIRT DETAIL ENDWALL POST 2X4 T - GIRT ('RAT RUN') AT BUILDING EAVE HEIGHT 16d t 24' CENTERS 1 - 1rua•.RAT J III I1�� ',FACE NAIL 1X4 TO POST W/ 6 -16d ir LHOCK TO MATCH WIDTH OF SIDEWALL POST EVATION TRUSSES (BOTTOM CHORD) BLOCK BELOW ENE +1441IS 'WI NAIL 2X4 T -GIRT TO TRUSS 1 BLOCK W/6 -16d EACH PIECE PLAN • M■1=11"41111n 111 • TOE NAIL 2X4 T -GIRT TO POST W/2 -16d OTRUSS BTM, CHORD BRACE .$ETA11. 1'•1' -o. 4 MEMO • • • • {,...:� .. POST. ..� IP ' ! l' H -1 1 .. COMPACTED FILL SEE NOTE *9 e uR 1 TT • • • • POST ID 'M I�1i.'MII Y_ • tit Y t Out' • COMPACTED FILL SEE NOTE 119 �-- 6' CONC. PAD. V+!'- V, • ., .' FOR CORNER 6 ENDWALL POSTS ONLY @T,*, - 1 M wa POST 16dt 6' 6d 1 4' STAGGERED PRESSURE TREATED 2X11 EA SIDE OF POST 4 - 16d EA SIDE 4 - 16d EA SIDE INSTALL P.T. 13(3 OM 4• WIDE POST P.T. 1XIO 11 V WIDE POST INSTALL ON OUTSIDE FACE OF POST • •. • 1L 2 - 10d X 1 1/2' NAILS t EA. GIRT GIRT 12 - 16d TOTAL POST 11. .1117-7111 .11. :111 EL STRAP R NOTE N10 ND OVER POST NOTE' TYP• DETAIL SHOWN 1 FOR BRACED WALL PER PI BASIC 1110/90 f1'1 '1 • 0 • F :11 ...:�'. ■ 3/8' GYPSUM WALLBOARD TYPE 'X' BLOCKED 1 EDGES. USE 6d COOLER OR VALLI'D NAILS OR E0. 1 7' O.C. POST TO BE COVERED V /GW/ irk '7 .� • iMP Ili. to ■ 1/2' GYPSUM WALL BOARD TYPE 'X' Id X 1 3/4' GALV. NAILS !!' D.C. T GIRT t 24' O.C. (2 X 4 MIN.) METAL SIDING 13(44 a 0a54 pl JUN I1UP RBRIi IIIMI 1 . APPRWI D AUG 3��Q X�1994 ,r. oIG iy,\RVON 1111 FL Y - 1 t rye i 9 . - 1% A c ", �111111� `. , •;1y,1' :1 ' M, .L .b•i SIDEWALL POST SCHEDULE ALL BLDG, WIDTHS TO 40' SAY CAVE HEIGHT or 10' it 14' 16' 10' 4X6 4X6 4X6 4X6 4X6 12' 4X6 4X6 4X6 4X6 6X6 14' 4X6 4X6 4X6 6X6 6X6 NOTE 1 ALL CORNER POSTS 4X6 - ORIENTATION NOT CRITICAL EXCEPT IF ADJACENT TO AN OPENING THEN LONG SIDE OF CORNER POST TOWARDS OPENING. PURLIN SCHEDULE BAY WIDTH PURLIN /SPAC'G. LUMBER 10' 2X6 ! 24'OC HF NO. 2 2X6 1R 24'OC DFL NO. 2 12' 14' 2X6 1 24'OC HF NO, 2 2X6 8 24'OC 2X6 1 16'OC 2X6 a 18'OC 2X6 1 18.00 DFL NO. 2 HF N'. HF NO. 1 DFL NO. 2 INTERIOR RAFTER SCHEDULE GRID SYSTEM BAY WIDTH RAFTER SPAN 10' 12' 14' 10' (2)2X10 HF NO.2 (2) 12 F NO.2 (4)2X10 HF NO.2 (2)2X10 DFL NO.2 (2) FL NO.2 (4)2X10 DFL NO.2 12' (2 )2X10 HF NO2 (2)2 HF NO.1 (4 )2X10 HF NO.2 (2)2X10 DFL NO 2. (2)2 DFL NO.1 (4)2X10 DFL NO.2 14' (2)2X12 HF NO2 (4) HF NO.2 (4)2X10 HF NO.2 (2 )2X12 DFL NO.2 (4)2X10 DFL NO.2 (4)2X10 DFL NO.2 NOTES' ALL BLOCK BOLTS 5/8'0 INTERIOR POST SCHEDULE GRID SYSTEM BAY WIDTH A HEIGHT 8' 10' 12' 14' 16' 10' 4X6 4X6 X6 6X6 6X6 12' 4X6 6X6 6 6X6 6X6 14' _ 4X6 6X6 6 6X6 6X6 ENDWALL POST SCHEDULE ALL BLDG, WIDTHS TO 40' BLDG. WIDTH (SPAN) EAVE HEIGHT 8' 10' _ 12' 14' 16' PO' OR 30' 4X6 4X6 6X6 6X6 6X6 R2' OR 32' 4X6 4X6 6X6 6X- 6X8 84',34' OR 36' 4X6 4X6 6X6 6X6 6X8 86',36' OR 40' 4X6 6X6 6X6 6X6 6X8 28' A 4X6 6X6 6X6 6X8 6X8 RAKE BEAM W/ OVERHANG SCHEDULE BAY WIDTH BEAM SPAN 10' 12' 14' 10' (2)2X10 HF N0.2 )2X10 HF NO.2 18' DIA. 18' DIA, 4' DIA, (2)2X12 HF NO.2 12' (2)2X10 HF NO.2 (2)2X10 HF NO.2 (2) 2X12 HF NO.2 14' !r r� ' )2X12 HF NO.2 .9 2X10 DFL NO.1 (2) 2X12 H.F. NO.1 POST FOOTING SCHEDULE POST SPACING EAVE HEIGHT 8, 10' 12' 14' 16' 10' 18' DIA, 18' DIA. 18' DIA. 18' DIA, 4' DIA, 12' 18' DIA, 18' DIA. 18' DIA. tr-thlt21 4 DIA. 14' 18' DIA. 18' DIA. 24' DI 24' DIA 24' DIA. KITES. FOR CLEARSPAN BLDG. W/ 4X6 SIDEWALL POSTS, SPACING = 14', AND SPAN OVER 30') USE 24' DIA, AND DET. ALL HOLE DEPTHS 4' -0' INTERIOR POS 00 G SCHEDULE GRID SYSTEM ALL FOOTINGS( IAMETER, 4' -0' DEEP ET TRUSS BLOCK BOLT SCHEDULE 5/8'0 MACHINE BOLTS W/ WASHERS BAY WIDTH TRUSS SPAN 20' 24' 30' 36' 40' 10' 2 2 3 3 4 12' 2 3 4 , 4 14' 3 3 4 4 5 SEE DET, RAKE BEAM SCHEDULE BEAM SPAN 10' 10' 12' 14' 10' 14' 2X10 W/ 2X4 LEDGER 2X 2 2 3 W/ LEDGER (2) 2X12 W/ 2X6 LEDGER DET. 5A /2 SEE DETAIL 5B/2 D . 5A/2 DET, 5B/2 RAKE BEAM CONNECTION TO POST 5/8'0 CARRIAGE BOLTS BAY WIDTH BEAM SPAN 10' 12' 14' 10' 2 2 SEgB %21L 12' 2 3 SEE DETAIL 5B/2 14' 3 3 SEE DETAIL 5B/2 NOTES' BOLT QTY'S. SHOWN ARE FOR BLOCK CONNECTIONS TO ENDWALL POSTS. USE 1/2 QTY. SHOWN FOR BLOCK CONNECTIONS TO CORNER POSTS. NO WASHER UNDER BOLT HEAD. USE (1) 5/8.0 CARRIAGE BOLT AND (3) 16 d NAILS IN RAFTER CONN. TO EACH POST EAVE GIRT TIE STRAP NOTE 1, ALL WORK AND MATERIALS SHALL CONFORM TO THE 1991 EDIT ION OF THE UNIFORM BUILDING CODE. 2. TRUSS DESIGN AND FABRICATION SHALL CONFORM TO THE 1991 EDITION OF THE UNIFORM BUILDING CODE, ENGINEERING DESIGN AND SHOP DRAWINGS SHALL BEAR THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. 3, BUILDINGS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADING' SNOW LOADS 25 PSF WIND LOAD 80 MPH, EXPOSURE H WITH 25X REDUCTION OF WIND STAGNATION PRESSURE FOR SOIL BEARING% 2000 PSF MISCELLANEOUS STRUCTURES PER U,B.C. SECTION 2311 H, SEISMIC ZONE' 3 4, METAL PANELS SHALL BE ASC PACIFIC NOR CLAD, OR EQUAL, HAVING MINIMUM 80 KSI YIELD STRENGTH. ROOF PANELS SHALL BE FASTENED WITH $14X1 1/2' SELF TAPPING SCREWS AT 9. O.C. ALONG EACH PURLIN AND $12 STITCH SCREWS AT 24' O.C. ALONG EACH LAP. WALL PANELS SHALL BE FASTENED WITH $9X1 1/2' SELF TAPPING SCREWS AT 9. O.C. ALONG EACH GIRT. SEE SHT. 1 FOR METAL GAUGE, 5, LUMBER SHALL CONFORM TO THE FOLLOWING' 2X4 THRU 2X12' HF NO. 2 OR BETTER U.N.O. SOLID POSTS' HF NO. 1, ROUGH SAWN EXCEPT 4X6 S4S BLOCKING' HF STANDARD AND BETTER 6. LUMBER IN CONTACT WITH S ❑IL OR CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED IN CONFORMANCE WITH AWPA C -2. NAILS USED WITH PRESSURE TREATED LUMBER OR BELOW GRADE SHALL BE GALVANIZED. 7, BOLTS SHALL CONFORM TO ASTM A307 AND HAVE WASHERS UNDER EACH HEAD AND NUT U.N.O. 8. CONCRETE SHALL CONFORM TO U.B.C. SECTION 2604 FOR 2000 PSI UNINSPECTED CONCRETE. 9. BACKFILL FOR EMBEDDED POSTS SHALL BE GRAVEL OR SANDY GRAVEL, 1' MAXIMUM SCREEN SIZE AND DRY ENOUGH TO BE COMPACTIBLE, COMPACTION SHALL BE BY MANUALLY TAMPING WITH A 20 POUND MINIMUM STEEL TAMPING BAR IN LIFTS NOT TO EXCEED 8'. 10. STEEL STRAPPING SHALL BE SIGNODE MAGNUS OR EQUAL, 1 1/4' WIDE X 0.031' THICK WITH A MINIMUM AVERAGE ULTIMATE STRENGTH OF 4300$. 11. 19/32" T1 -11 SIDING MAY BE USED IN PLACE OF METAL PANELS ALONG ENDWALLS AND SIDEWALLS. T1 -11 SHALL BE NAILED WITH Sd COMMON OR GALVANIZED BOX NAILS AT 5' O.C. ALONG PANEL EDGES AND 12' O.C. FIELD. FOR SHIPLAPPED EDGES BOTH PANELS SHALL BE EDGE NAILED WITH 5d AT 5' O.C. 12. CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION. 1/2.1 1/2' NIBR 1/2' a BOLT BLOCK BLDG. WIDTH BLDG. LENGTH NO TIE TIE STRAP PER DET eip BLDG. LENGTH QTY NAILS 20' 35' MAX 36' TO 60' 5 24' 39' MAX 40' TO 72' 6 28' 43' MAY LL' to R4' !. 32' 7 36' 52' MAX 53' TO 108' - 40' 57' MAX 58' TO 120' 9 NOTE1 NAIL QTY'S, SHOWN ARE EACH SIDE OF SPLICE. 3 BOLT BLOCK sqq.. ob25y an► JUN B 0 IN Pow WIN ApPR0' 1ED AUG 3 0 wo► • 4 f in s ` suoIsIAaJ 1 N N Q A Z 1- LLI A U Z V)