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Permit 4110 - Knudson Residence
Sq. Ft. Ts FT. Office srehouse Retail Other Occ. Load 2_650 1500 2nd Fl. 7rd Fl. Total A1 5n CITY OF TUKWILA ( Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done New single family residence Site Address 1492 - 5 58th Ave. So. Suite.9 Tenant Building Use ResjdPnrP Assessors ?cc';unt # � Property Owner Jerry Knudson Phone I' 246 -9456 Address 6421 So. 143rd Place. Tukwila, WA Zip 98168 Contractor Self Phone # Address Same as _above FOR BUILDING PERMIT ONLY roved for iselia Fire Protection: ❑ Sprinklers ® Detectors Zoning R -1 Type of Construction FOR SIGN PERMIT ONLY 0 Perm nneent ❑ Temporary le F pr . my BUILDING PERMIT sq. ft. sq. ft. sq. ft. sq. ft. Total Valuation Bldg. Permit Fee Plan Chock Fee Demolition Surchargt��s Other Other TOTAL PERMIT # f/d9 Control # 85 -269 Fees 1st Fl. 2nd Fl. other other of Construction 7,x,, Receipt #017„2, $ 403.00 Receipt # 0342 $ 262.00 Receipt # $ Receippt # _Of�� $ 16.5Q Receipt # $ 0 Sing ace 0 Double Face 0 Wall Mounted 0 Free Standing ❑ Other Building face_ _- Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions $ 90,000 $ 681.50 Special Conditions 1) Adjustment of lot line required prior to issuing a certificate of Occu.anc or final inspectig Tot,-1l square footage of sign THIS PERMIT BECOMES NULL ANU VOX) IF WORK ('R CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITI;1v 180 ;JAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 1S COMMENCED. 1 HEREB ERTIFY HAT I HAVE READ AND EXAMINEE/ THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERN( G THIS T 'E OF WORK WILL BE OMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING or A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO Signed CEL THE PPUV/1 NS OF AN Y O THER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTIT'N. Date_ig 5F VIOLATE LICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provisions of t`.. nusines; and Professions Codt. and my liu•rse is in full force and effect. Contractor (signature) Date NNER- BUILDER DECLARATION employe'ls, with wage's as their sole compensation, will do the work, and the .tr•ucture is net 'ntended or ( ) I, as owner of the property, or offered for sale. ( ) I, as owner of the rt y am exclusively contracting with licensed contractor's to construct the project. Owner (signature) . �,_ Date e.:0 Std. Ft. lit FT. -25i1-171:- Office Storage/ blarehouse Retail- ; -Other �` •-. . .. Occ. Load 2 50 1500 3a Fl. r :. Total r CITY O TUKWILA (.�. Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done New single family residence Site Address 1492b 513th Ave. So. Suitt. # Tenant snn Knnfi Building Use Recidenr.P Assessors Acc unt # ___ Property Owner Jerry Knudson Phone # 246 -9456 Address' 6421 So. 143rd Place. Tukwila.. WA .Zip 98168 Contractor Self Phone # Address Same as above FOR BUILDING PERMIT ONLY,. Apnr,Q �S.�.E_.. � "F Total Valuation of Construction $ 90,000 Bldg. Permit Fee Receipt #0' ' $ 403.00 Phan Chock Fee Receipt #0342 ,$__262.00____ Demolition Receipt # $ 150 Surcharges Receipt # OO $ 16.50 Other Receipt # $ Fire Protection: [� Sprinklers Detectors Other Receipt # $ tt•L.:- .,..: - -- ryrd,.;.T,, �` �1..L ,. ... .-- , -....c- . .- .- : .-- r -,..J---- i -. rr......�- ,44". �.. t - - .:.--- `- -L::. _ .- •'iZoning R.. ,.. -. Tlype- of�'Const`ruction�__ TOTAL •$ 681'.50 `. Special Conditions 1) Adjustment of lot line required prior to issuAng a certificate of Occu'anc or filial ins•ection FOR SIGN PERMIT ONLY Permanent [( Temporary [[ Single Face Building face I hereby affirm that P Fees sq. ft. @ — 1st Fl. $ sq. ft. @ 2nd Fl. $ sq. ft. @ - - -�- other $ PERMIT # :/(,9 Control # 85 -269 sq. ft. a ------- other $ (] Double Face (_] Wall Mounted (l Free Standing 0 Other Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions r.�■ar...Mil• wwv.r- .wc.r - - - t.740 .111111MOMINIIIIIMPWV ..riawr. 1HIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT CUIMENCED WITHIN :80 JAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 100 DAYS AT ANY TIME AFTER WORK IS COP'ENCED. 1 HEREBY'CERTIFY HAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW IHE ¶tJ1EE TO BE TRUE AND CORRICT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS T E OF WORK WILL D COMPLIED WITH WHETHER SPECI'IEO HEREIN OR NOT. THE GRANT;NG or A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR C CEL THE PPO NS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Signed -h if. �,c.. -��-+ , Dace ^ - -•,[ — - - - -- L.ICENSED CO3 DECLARATION I am licensed under provisions of tr,.'tusinns:, and Professions Cod... and my licr•r,se is in full force and Effect. Contractor (signature) Date �_ _ —__•_ _ ., 'OWNER- BUILDER DECLARATION ( ) I, as owner of the prcperty, or my employeqs, wltn wages as their sole compensation, will do the work, and the ;truct.ure is net 'ntended er offered for sale. ..(, I I, as owner of the pr rt , am exclusively contracting with Licensed contractor's to construct the project. Owner (signature) !' r . Date_._. _ - U CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 98188 (206) 433 -1849 Type of Inspection \ _r;"7 -7,_,r f Site Address i 7/ 2- 5 (SR-49 4 Cr). Requestor c1,..1I7 Special Instructions Inspection Results /Comments: ---'' INSPECTION RECORD PERMIT # / Date Date Wanted /Z,- 2o_ -A5I a.m. 113 Project k, ,i /.dc',)67 Phone # 2.. ��S �' CITY OF TUKWILA Building Division Tukwila,,tWashtnoton Boulevard 8188 (206) 433 -1849 . Type of Inspection re Site Address / '/9a,0 5 g" hive Requestor Special Instructions Inspection Results /Comments: UY f r1l � t'd'P 5 rt{}riT.'P f a ) S d Inspector 2101.4 o . rom44 r<». e.41PA x x 110.1 1401. %%"Masks ' .A 'N.:E.FS.w .P%, rri..% : . INSPECTION RECORD PERMIT # ll e Date f � M' Date Wanted /..V Project - AV/L. sa Phone # Date 2fr 0-1/ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Inspector .Type of Inspection Q'?lr/ti Date Wanted_::7744 4 / - „24•a -c ia.m. p.m. Site Address /' s' S, Project `�,ue� -�-J Requestor { Phone # -2 / � q -(s c Special Instructions J INSPECTION RECORD PERMIT # L- 0/0 Date y' ,S Er Inspection Results /Comments: fW 49.1411C.! T /,4 4/ Date ,/ g' /� Permit No. •t° / 1 7 - Date CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 g ,l� f y . ,� ``�� 7 Job Address CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. /./1/9.9 a c/ %(' ('OO/)' ,5a) 5 / -w, c, tr/5 /?-Y . /?; s,iix - lam. �- /':.5 /?lr'/ C .2n i / I ;4/ 14 , h% /, ;,) / 1 '514'; ),jJ✓ C.,z.(25 /s 7 /1/4 /UU.' G+ / >spbt_ / J » 1 'Pe� . r'r• 2 r 7 , # J ) , + c{, C4(.6 l G ✓CJu /il ' ti /� i / 1 • 4/ / / . 1 ,lt (.. {.)/ n. f i ' s/ 4 !� / !�,;: / % /: �r >� �J 11 ! ,; -' ( // '. /r %; / . ,h , ' ./4/ Signed „ "'r.e Building Official /Inspector _ I t r 1 ff 5./%) F'�r CITY OF TUKWILA Building Division Boulevard (206) 433 -1849 Type of Inspection LIV, .A16i Site Address i,G /9 - a /4'" 5 Requestor Special Instructions Inspection Results /Comments: Inspector xfivu 1/ INSPECTION RECORD PERMIT # G/ / /l/ Date / /a /,4�' Date Wanted h' Project ,� i .5'/ /9I%5%.;! Phone # Date ///, a .m D.m. CITY OF TUKWILA Building D1viSion Boulevard (206) 433 -1849 INSPECT')N RECORD PERMIT # / //& Date -k;;' ,r/41511,4 Type of Inspection • Pz/l i/t1 f7$5 Date Wanted . / — " C Site Address //1'729 g - P d / ?, 5/ Project ,4/i / S' v , ''/ Requestor Phone # 2 Special Instructions Inspection Results /Comments: z��/}/Z //, (/' T, biyl/ /S t r9 /t' Inspector s` l_,. C7/. - ed , .. .. Date 1/4 / 4 9 P.m Inspector CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 98188 (206) 433 -1849 Type of Inspection aet rS. Site Address /c /,ZS' Requestor Special Instructions Inspection Results /Comments: /7 e?'/ INSPECTION RECORD PERMIT # '9//4 Date Date Wanted F -' J -3/-c(9 Project 1< Phone # Date ;—P-S • 111 • CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 INSPECTION RECORD PERMIT # Date Date Wanted .97/0"ePeP a.m.2 Project 1 d pg e5 ,4A Phone # Type of Inspection Site Address Requestor Special Instructions Inspection Results/Comments: 5,4 C.4" Date ir-7/7.-05? Permit No. '.• , , : 101, - -. i ) C7" J 1, 4 CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 Date � ` Job Address /11 7; CORRECTION NOTICE The following items are found to be in violation of Ordinance ) • Signed Building Official /Inspector and shall be corrected. • CITY, OF TUKWILA Building Division Tukwila,�tWashington Boulevard 98188 (206) 433 -1849 212 /e S� INSPECTION RECORD TM s" PERMIT # � /f Date (3, 7/ �f Date Wanted 3 /7/ f Project , ,Ie7)1,/ 47 u ype of Inspection loop g Y / a.m. p.m. i to Address /y 9w5r equestor rry Phone # pecial Instructions nspecti on Resul is/Comments: /J /S +t Y T4 i» P ,d` 44"1 "' • " ,r ' w ,, .7";64.45.P14 77) A.Vidi0 e4. ie �'�` +t,4 S ' Yom) fle,r /0 e 1.1k, S late td, Date 'a? CITY OF TUKWILA' Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Tnc nor. +nr k Uwii7 Type of Inspection s/2,,b Site Address /4/9,25 5g Ave, S:49, Requestor G ek -y ky,u./scp-,.t Special Instructions INSPECT,.N RECORD PERMIT # y //O Date Vg/e7 Date Wanted We 7 Project 1Ktiv4/5ehl �� Phone # n = +e p •m. Inspection Results/Comments: � 7 „;6 424 �e�� .4 � q ` ' P 61 4 b1 CITY OF TUKWILA Building Division r ':; 6200 Southcenter Bouleirird Tukwila, Washington 98188 (206) 433 -1845 Address Type of Inspection L ` REQUESTED: !A ime / p �V f6 /. V r+ikAy /Cs,cx Sc-t D Re quested Da e/T me of Re uest Request or q q Special instructions: INSPECTION (details of actual inspection): REMARKS (results, descrepancies, etc.) INSPECTION" \CORD P ermit # y //v / /abi CITY OF TUKWILA - BUILDING DEPARTMENT / Inspector %ll' ,���. Date W.2_747/‘ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection #vne 4,, Site Address / #u 5', Requestor Jte, Special Instructions INSPECTION RECORD / /0 PERMIT # Date Date Wanted /•- 0 76 - ? a.m. p.m. Project k yjMc s ci2 _ Phone # .L-/ › peody 'Ro(,v I T /00 hve. e/. Inspection Results /Comments: ` , r r -�` ,, , ,w_,q - ,____ /� �,e .4 --i a . ,-e ..e• .err .,-r'.:.-' .., '`4., ��5,,a,6 r `,,4,, Inspector Date CITY OF TUKWILA r Building Division �t 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 / / 9, s7-7 SS'o Address REQUESTED: 6 ' —8 Date /Time Requested Special instructions: INSPECTION (details of actual inspection): REMARKS (results, descrepancies, etc.) / CITY OF TUKW A - BUIS► ING DEPARTMENT ( -0C /CR .061 Date /Time of Request Request& Inspector Date INSPECTION (7CORD Permit fii -1/f u N,D 10 IA A- -Ls Type of Inspection CITY,OF TUKWILA Building Division '°" 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 /49;/0 5H,0 EL .S Address REQUESTED: 4- / 7 // Sri• Date /Time Requested INSPECTION, bECORD Permit • 4110 T WA07/.4; s 6 ype of Inspection Date /Time of Request 7e }4u it Requestor Special instructions: INSPECTION (details of actual inspection): REMARKS (results, descrepancies, etc.) csarhacs v4p,gc,vzDr `7e/) 4c/x/b42, eo 2/4CIo!( o S4l41/41,t , F_ Zi Q us Ad/ -t A.�v9 /4/so2 5'ftaw N'9 i? ,C R Q (A I R!`1 /z DtT I i' -Pr z,c i -.7) $ ccJ �C • / CITY OF TUKWILA BUILDING DEPARTMENT Inspector Date (7--86 CITY OF TUKWILA PERMIT NUMBER CENTRAL PERMIT SYSTEM - ROUTING FORM TO: 0 BLDG. ❑ PLNG. P.W. [] FIRE ❑ POLICE ❑ P. & R. PROJECT C � � � � i j / — , & . ADDRES //f D.R.C. REVIEW REQUESTED ❑ PLAN SUBMITTAL REQUEST PLAN APPROVED ❑ DATE TRANSMITTED 9-i/ RESPONSE REQUESTED BY C.P.S. STAFF COORDINATOR RESPONSE RECEIVED PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW.. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN 1 NOTTE pL<i't (1,PLI DUC Sao &mss t\I► ❑ n A-L_ i n coIisTill.icx 0 0 0 0 0 0 0 0 0 _ 0 0 0 0 PLAN CHECK DATE COMMENTS PREPARED BY CONTROL DUMBER gc5-- -t CITY OF TUKW1LA CENTRAL PERMIT SYSTEM - ROUTING FORM TO: 0 BLDG. D 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 jEt PLNG. 0 P.W. PROJECT 4 %,��` ADDRESS /1"9,a5 PERMIT NUMBER ; CONTROL DUMBER o fs g4 0 FIRREE E] POOLICE [] P. Al R. DATE TRANSMITTED .9-1/ RESPONSE REQUESTED BY C.P.S. STAFF COORDINATOR RESPONSE RECEIVED PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW.. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: D.R.C. REVIEW REQUESTED PLAN SUBMITTAL REQI rST PLAN APPROVED PLAN CHECK DATE COMMENTS PREPARED / 2 Jerry Knudson 6421 So. 143rd Place Tukwila, Washington 98188 Lot 40, Brookvale Garden Trs. ,Lot_ C Tukwila SP BLA -3-78 REC AF #7806080579 SD SP DAF- S 165 FT of That Por of Lot 40 Brookvale Garden Trs. LY W of P1ts attached copies r0 spoK1 woe! zoktiva( _._ _Ath .__sPOLt " 0 et14..so2u1tquety _FOR PaLSSuat z761)i . = (53 p ITL».J&_. /IC..1 731e,- 63 o), 2..4) - -; 5 , gb k 6 i000 6 , . .0,, Ci. :FLA _ 4 O. 37 iity as/Du.= 0,37./4 TiktS - ..7.'r - T - A;;FAim.:17.r.$2...TAISI --- 0KILLY • dr .\ , . ... ... ... , 0 . es of "'As& \`' • • ••,+, % • t 61 1 I • .1 I j _et .. .. ... ■ .six %, • ) 0 % STRUM • Fouktpli-noki walk. DEst(.4_ So Li_ (1)6)4G pc_v UbC Os 3/ _ 0,0339 , - 70 v , eto JO 14 , 3. 0.150 a vee 104e J I 8/Z9 /e/5 1/ ? r EsE,10 1985... r ; (T IdLA DEPT. -30 11€ So IL. LOIrD eJp, 2.76 4 USE 5( l, 1b' 4k 4 C{ . 4' JPu.. F0.12 dvaTTUeJIIkL.L 64.1 (1JP?L Do . (on! M/ I _._e. cot_ . Y C _C . , 3EC11o.�.. 11.27 Yew, = 77, 0,� P = ._..0 +iJ C64.) 14.6.�.�I Qt l 11. /6.4) C .$)( 4 4..e.)�, tt. ►. Pte__ �7i'3'rGS_,...._.. ..CND � 35 60,6_.451%. ...._.__...._., ._ 01613 .... .-- .____.. .. _.... _._ .- =7_0,0016 ..._......_... _.. „ tztb : 6,414' 2 .4 7 w12 0.. h0 5� 0.20k o.b ��f : 6,47 ( A .. it, 10.7) _ . 270 x.9.n _ ?� . = LOCO 2_5' pal B 14)1DT1-E . _.......__, s7, i'/lskt.e.... teen. .. ... _ tont Over,TYG1.06..__40Malr. ( 1 ! . )c ... a . ) •7 ".51 l'• l 114 ., „,_, .. 1 4 k _. .._ i-i).(..._...Res. __Thom mr.:::.... 5...4.7-- Z. ( Foe ),5 JYA cvER,Tuakii 1:6 6 ) , /5 1 k /krz.7 I _ . . 564 • h k R.". kir OF e071t110k1 - 121 4 33 u k. eA p,p5") 2. Lt) )0 ( 2.) z 7 La IOT ox,rt. .C.- . 510.s Vle" . • k 4/5 Ce • t / usE,t5!", Cti .1 D11-1 F.0077.144,__ 0 ! DE: DF. ..cueftLs oursioc_Pl..14.111L.L. • .1)1L okis, • _ efres_26 _ , 4-4 V 1303e,,s, 20 s 'Aitilki ( ( A (a, TPErfirei"...51.LL _ k b 310, Al4C,Hovz_ 4 —0 'A 1 Lb Tvptutt Remit. DRAL • . , • ,, • ' . • , .. • • • • .. • • • . • . • . . • • , . , • • . .• • • • • . . • • , . , • • • , . • • • , . 1 . .. • ■ , . , • • , • ,, . , . • , • D" : : : :: :....: .' O Ca12A:t'�E; 4 10 _No .:C, -y1') .�r Il. 0 1E5 _ 2.! .rol° ALL: Tysv: r) _ 1 SINS moor g • . • .. ,••• 1 , ,. ., ' , .1 • i .. . ., . . 2, ........ ,. *': ' •A'l.t: ,i ' , ?;, : . I ultra s t Leis_ 6riIln4 u. wJiul I qd & ,�� f I , .. s.1-ka • 1" ''': ;.' ' ' ' s'. ,;'!.; ...±V ..' ; .; ' ' ' 1.. . 4 1 6 *. - . -I-4 0 - SS -Op ..,..7 :'••,14. ::,,:tr. - . ■,,, - ,c, • , , . .. 7 , ' ?, , •,,,,••,;:11';:, J ' ' '' '' '' • * -: ' , ,A ;, , I. ,,' ( '' : , •-:• .±,•: 4 -i .' ' -,,,,,,,,,, . :,i,"•, ' , . .. ••- - ,,,,. 4 .0+ SIMON 3I1StW OTHER , • , ,• 6 SPECIAL CONDITIONS TENANT I) (4dJu,s tekcr eF +del' Li;Ak. weed Ogie,r to LEGAL DESCRIPTION ATTACHED OX &orD R ote Ks Al or ';,..04.:Fistiokcriatt. PHONE . 2 9456 ENGINEER /ARCHITECT Kale :1do cope Studio ADDRESS 13654 17th Ave. S.W., Seattlf° PHONE 2114 31114 CONTRACTOR Self ADDRESS 6 So. 143rd Place, Tukwla PHONE 2 c AUTHORIZED AGENT jeer?;; T ; , , .1 son LICENSE NO. Owner /Builder VALUE OF WORK 90, 000.00 FIRE PROTECTION SYSTEM ., SPRINKLER DETECTOR USE ZONE _ f..7 `~ `'720'; TYPE OF CONST New ADJUSTED VALUE PLAN C, - SIZE-OF BUILDING �I1`�0sq , 'i''•1 i D BY DAT '© (4 AP- - 0 ri FOR PERMIT BY Or D TE l b --1 JOB ADDRESS T : <, " 4 , TENANT DATE OF APPL. Sept. 10, 19F:1 DESCRIPTION OF USE Sinfae Family Residence LEGAL DESCRIPTION ATTACHED OX &orD R ote PROPERTY OWNER Jerry Knudson ADDRESS 6 So. 1 Place, Tukwil, PHONE . 2 9456 ENGINEER /ARCHITECT Kale :1do cope Studio ADDRESS 13654 17th Ave. S.W., Seattlf° PHONE 2114 31114 CONTRACTOR Self ADDRESS 6 So. 143rd Place, Tukwla PHONE 2 c AUTHORIZED AGENT jeer?;; T ; , , .1 son LICENSE NO. Owner /Builder VALUE OF WORK 90, 000.00 FIRE PROTECTION SYSTEM ., SPRINKLER DETECTOR USE ZONE _ f..7 `~ `'720'; TYPE OF CONST New ADJUSTED VALUE GRADING CUBIC YARDS CUT 0 FILL 7 J0 - SIZE-OF BUILDING �I1`�0sq , 'i''•1 SIZE OF UNIT WORK TO BE DONE: 1, ;anon for foot print of hole 1ST FL. 6 2ND FL. 3 i 1, TOTALS ); s.1 , I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA• TION AND KNOW THE SAME TO BE TRUE AND CORRECT. FEES AMT. DATE REC. NO REC. BY P.C. ; tii..''- /G (M'__ r. ( , r - ADJ. SIGNATURE B.P. t iC /2 .145 DEMO. i`'••q ' ,; < . COMPANY DATE PHONE ' _TOTAL _ _ APPLICATION FOR CITY OF TUKWILA CITY USE ONLY USES TOTALS DEPT. APPROVALS PLANNING HEALTH PUBLIC WORKS FIRE SQ. FT. OCC. SENT OCC. LOAD CORR. APPR. ( CONTROL NUMBER 85 CumpuTrus Inc. SLIP 01: SINGLE HESOlER TRUSS SETBACL 8' - FROM MI WALL. HIP 02: SINGLE MENDER TRUSS SPACED AT 24 "o.c. 2.5 -4.1 + SMOCETRICAL ABOUT CENTERLINE 2'-0" HIP 12 ■ c-_ FILE NO.: 811-24 -6- 49■ DATE: 11/6/84 REF.:TPI -15 DES. BY: CRB SEG.: C -1048 TOP CHORD B' -0" SETBAC[ CHORD SIZE BOTTOM CHORD 2x6 2x6 2x4 - ' 12 1 "MCP 3 7.7 '1i 4 "• 5.5 -11.9 12' -0" 24'-0" OVERALL SPAN 2400 F 2250 F 2100 F 5 -11.9 4 Mlll. BAC. • FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED 1950 F 1800 F 1650 F WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM FIR. gr V SMA41 f `a tom %e '( ?05 >r •tCI 1L S' G '6 :ZON General Notes. unless otherwise noted: 1. Design to suppon loads as shown All lateral face res.st++g elements such as temporary and permanent bracing to be designed and provided by Others. 2. Design assumes the lop and bottom chords to be laterally braced at 7 - 0' ac. and at 12 - 0' ac respectively - 3. For recommended tracing details. see - Bracing Wood Trusses. BWT - 16' by the Truss Plate Institute. t. 1x3 continuous lateral web bracing where shown •. 5. Impact bridging or lateral bracing recommended where shown 0.. 6. Installation of truss is the responsibility of the respective contractor. 7. Design assumes trusses are to be used in a non - corrosive environment and are for - dry condition" of use. 8. Design assumes full bearing at an support shown. Shim or wedge it necessary. 9. Design assumes adequate drainage is provided. 10. Plates shall be located an both faces of truss and placed so their center lines coincide with joint carter lines. 11. Digits indicate size of plate in inches. 12. For basic design values of the Computrus Plate. indicated by the prefix C. see LC.8.O. R.R. /4211 13. The Computrus Net Section Plate is indicated by the prefix - CM ". the designator (18) indicates 18 ga. material is used. All others are 20 ga. TC UNIF LL +DL- 117.0 PLF 7' 4.2' TO 16' 7.A" 1450 F x TRUSS SPAN 24'- . 80' LOAD DURATION INCREASE ■ 1.15 Ll DL LOADING t DL ON TOP CHORD ON BOTTOM CHORD TOTAL LOAD " TC CONC LL +DL- TC CONC LL +DL. SINGLE T 1• -5277 B T 2- -4967 B T 3- -4428 8 T 4- -4428 5 -4967 6■ -5277 832.0 LIDS 0 7' 4.2" 832.0 LBS 0 16' 7.8" MEMBER FORCES 1" 4720 W 1" -342 2- 5102 W 2- 904 3- 472a W 3- -850 W 4- -850 W 5- 904 W -342 REACT IONS s LEFT - 2612 RIGHT SS DF U1 DF #2 DF 78.0 PLF 25.0 PLF 103.0 PLF SS HF 2612 41 HF VERT x x TOP CHORD '2x6 36' -8" 36' -8" 36' -8" 2x4 34' - 0" 33' 33' - 0" 32' - 3" 10' - I0" 29' 27' - 3" - 33' - 0" 30' - 2" 26' - 8" 79' - 4" r 76' - 7" BOTTOM CHORD 2 x 4 1 6_ - p" 14 97' - 1" 36' - 8" 32' - 7" 35' - 6" 32' PEAK (2x6) C -5x5.1 to 36' - (2x6) C -4x4.3 to 30' -0" (2x4) C -5x5.1 to 34'-0" (2x4) C -4x4.3 to 30' -0" Qs. L 1 CENTERLINE SPLICE C -3x6.0 to 36' -8" B H 5.0" 1.5" 4.0" 1.5" 5.0" 1.5" 4.0" 1.5" 12 02 Q] SYMMETRICAL ABOUT CENTERUNE FILE NO.: TRU43 -36 -6-50 DATE - 4/1/87 REE: 15 -1 DES. BY: SC SEO. STANDARD ALTERNATE SPLICE (8-2) C- 2.5x4.3 to 36' -8" ALTERNATE SPLICE (T-2) (2x6) C -4x4.3 to 36' -8" (2x4) C- 2.5x4.3 to 34' - SPLICE - (2x6) C -5x5.1 to 36' -8" (2x4) C -4x4.3 to 34' -0" NO SPLICE - - - C -1x2.6 to 36' -8" D • NO SPLICE C- 2.5x4.3 to 36' -8" SPLICE C -5x5.1 to 36' - 81 TRUSS SPAN 36'- 8.00" LOAD DURATION INCREASE = 1.15 SPACED 24.0" 0.C. LOADING LL +'DL ON TOP CHORD = 40.0 PSF DL ON BOTTOM CHORD = 10.0 PSF. TOTAL LOAD = 50.0 PSF■ �3 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. SINGLE MEMBER FORCES T 1 =. -2708 B 1= 2422 W 1= -682 T 2= -2317 8 2= 1604 W 2= 838 T 3= -2317 B 3= 2422 W 3= 838 T 4= -2708 W 4= -682 LEFT -= 1650 - - RIGHT = - - ' - 1650 TI D 1.5" 1.5" 4 EQUAL PANELS TOP CHORD I EQUAL PANELS BOTTOM CHORD 2x4 2 4 HEi -FIR C -3x7.7 to 36' - C- 2.5x7.7 to 31' -I1 Q SPAN T036'_8.. C-2.5x6.0 to 24' -10" Genets' Nora mama Mfmralr noted: • • 1. Design Import loads r shows AItarns force miring sienna' • such as temporary and permanent btacip to be deigned earl Oben 2. D am a nesMetop and bottomch rdab - 0' oL and at 17 - 0' as respectively. 3. For recommended bracing detaas, see 'Bracing Wood TnaraEMT - 76 by be Truss Plato Institut& 4. 1x3 contruaa mural web bracing where shown •. S. Impact bridging or moral tracing recommended whore shown .•. l MWatation of Muss is iM responslilly of the respective 072itracsa- 7. Design assumes busses acs lo be used in a non -conoeww ernYon. merle and are fa co n:Rico of use. I. Design assume hi bearing at all supports sho.m.Shin or wedge P 9. Design assumes adequate drainage is provided - 10. Males shat be located an both faces or Puss and paced so Ors renter Ines coincide with joint center Ines. 1 t• Digits amdicau size of plate in inches. - 12. For basic design values olb *Canpmam5Plar,indicatedbyUbemax - 0". see L08.0. RA 4211 13. The Comptana Net Section Plebs Is Idcaled by M prose -car. he - designator MI) Wastes 19 ga. marr W is used. Al ethane we 20 ga DOUG. FIR C -3x6 to 36'-8" C -2.5x6 to 33' -0" FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED CHORD SIZE 1 2400 F 1 2250 F 2100 F 1950 F 1 11300 F 1650 F 1450F 1 SS DF #1 DF F #2 DF SS HF [ #1 HF WEB MEMBERS 2 x 4 STANDARD OR Still) GRADE HEM FIR. 2 x 3 N2 HEM - FIR OR AS NOTED ON DESIGN ' Off Panel Splice Nor: Off panel point spices are located at 1/5 the panel length -I. 6 at either end of the panel idicateo- ro..eit.-�..x^t...:_.cA -_.�., - k_,= rZ>,.....,: 5' 4s.,,•rlst?}i;'.'„'%t'4:Si`�" -a' LUMEN SPECIFICATIONS SIZE SPECIE GRADE ME43ER(S) TOP CNi0ROS 2s 4 KEA 1650F 1- 5 BOTTOM =ROM 2x 4 1GR 16SOF 1- 4 WEBS 2x 4 If STAND 1- 8 Hip No. 1 span to 28' -0" stubbed 9' -6.5" right end with 2' -O" Cantilever left end. Single member as Hip NO.2 - SINGLE MEMBER AS SHOWN - Spaced 24 "o. 2x4 Vertical at 48" o.c. with C- 1.5x2.6 Typical. 7 -10-08 Hip No.3 - Span to 18' -5.5" with no cantilever. Single Member As Shown. Spaced 24 "o.c. Plates i n [ ] [C- 3x4.3] C -2.5x C -3x6 Ito OWE: GRFFN RTUFR FILE NO 857W-18128)-6-49m DATE 10/30/87 REF 15-1 • . DES BY SS SEG 49687 TRUSS SPAN 18'- 5.50' LOAD DURATION INCREASE - 1.15 + LOADING TC UNIF LL+OL■ 78.0 PLF 0' .0' TO 7' 10.5' PEAT TC UNIF LL+DL- 195.0 PLF 7' 10.5' TO 18' 5.5' VERT BC UNIF LL+O.■ 25.0 PLF 0' .0' TO 18' 5.5' VERT TC COM LL+DL■ 728.0 LBS I 7' 10.5' 4 111 / 1 12 C -3x7.7 6.00 4.3 1/4"(S) 2 -00-00 Cantilever - Hip 1 6 2 only rrjc'r H -1 C -4x6 C- 2.5x7.7( Na Spl ) C-5x7.71 s Alt Sp] ) 16-05 -0B 16-05-08 wAlwntna: 1. Peed all General Noise and Warnings before construction of trusses. 2. Bulkier and erection contractor should be ',Weed of RU General Stows and Warnings before conaWCtion eo nnwtces. 3. 1.3 compression web bracing must be installed wale (Moen 4. 4. All Metal boas eslsling elements such es temporary and pe nurnl bracing. must be designed and provided by Melanie el complete structure. Cans:same aeeur es re respons4tlity he Suer bracing. S. No bed should be applied Co any component veld after as bracing and fastens.* ere complete. and al no 11mo ahwid any loads greeter than design bads be applied to any wept /rent. S. Cwnpulrus has no mistral ever Red assumes ne reeporebnny Per the Imbrication. handling. shipment and inetalMtbn 01 compononls. 7. This design Is furnished subject to the tvnitatlone on boss designs set forth by rho Tn.., Plate institute in Wood Trusses. Swt.tr. • copy of which will be leinishad by Corwputrt- boon tegwst. shown. 10 -07-00 +C-2.5x4. + C -3x7.7 8 C -3x4.3 M Moles. colors other+•se noted 7' to wt4++n loads as Shown 2 Desi assumes lent' too and bottom chords to be later" braced al 3 %0 oc a'rd pre 17 It o C respecirvely 3 2.1 1.act Unrtlyng a lateral bating recommended where shown • • 4 Intlaaargn 0' truss is the resQpmSDtcy Cl the respective Cootraclot. 5 Design assumes Pusses are to be used in a nonmrroyve envoormenl. 't0 are for ray rondison' d use 6 aseu.wt sat /I bcanng a; as sat opons shown Shen or wedge .M necessary 7 Design attu adequate (Portage is provided 6 Pates snag to Inured on both laces of Puss. and placed so their center aneS COnCrre .men fart center hoes 0 G 6 ges .ncve bee O' plate rn rnCnes t0 FQr 0.71 t C iP(n values ul1 1he CampuP O US Rale. scaled by the prefix n 1 The Compvtw% lies $e C. n Bale is v cicated by o.e poet "CN the designator (vet ew>hretes 18 ge material .s used AC doers are 29 qtr " SINGLE 1EMBER FORCES T 1- 427 B 1- -382 V 1- -2609 T 2- -2298 B 2- 1444 _ Y 2- 755 T 3- -2085 B 3- - 2100 V 3• -249 T 4- -1803 B 4- 1362 V 4- -21 T 5- 0 Y 5- -735 V 6- 955 ✓ 7- -2052 ✓ 8- -344 CANT I 2'- 1.8' LEFT - 1958 RIGHT • 1909 BEARING ASEA REQUIRED (S0. I10 JOINT 7 3.13 OF / 4.83 NF JOINT 10 3.06 OF / 4.71 1F OFF PANEL SPLICE NOTE: Off panel point splices are located at 1/5 the panel length +/- 6" at eithe( end of the panel indicated. + LATERALLY BRACE TO ROOF DIAPHRAGM. + C -1x2.6 / CtmPu1iusIn. u. W Acru••■G • 1.4.41 •nrG . CO./Rat • a.SnuS LUDIER SPECIFICATIONS SIZE SPECIE GRADE MEMBERIS) LOADING LL + OL ON TOP CHORD • 39.0 PSF DL ON BOTTOM CHORD 10.0 PSFI TOTAL LOAD • 49.0 PSFI *5 PSF REDUCTION TAKEN ON B ITTEN CFA. AXIAL STRESS OILY. Nc CQNC ' t qL• 478.D 1.115 S 3' 10.3' h Cond. I Carrier span to 28' -0 with -8Cantilever left end supporting concentrated load at 3'- 10.25" from 8' -0" beam supporting 22' -6" spans. ('ond. II Same as Cond. I.except stubbed 9' -6.5" on right. -cond. III Carrier span to 28' -0." supporting concentrated load at 7'- 10.25" . from th right from 6' -0 "54 - 00 - 00 beam sltpporr;ng 7O' -[)" cPan� C-4x4. 1.5" 22 4 NSA 1650E 1- 6 BOTTOM CHOIR= 2x 4 NSA 1650F 1- 8 WEBS: 2x 4 tiF STAND 1 -11 C- 5x11.9 C -2.5x6 I4 )1 10 -4 12 6.0017 C -5x11 C -3x4.3 .ROB NAME (RFFN RT[t'FP rmicm FILE NO . CAR -28- 6-494 DATE 10 /30/87 F_F 15-1 DES BY SEO 49707 C -2.5x6 TRUSS SPAN 28'- .00' LOAD DURATION INCREASE • 1.15 + SPACED 24.0' O.C. WA11NINOU3 1. Plaid all General Notes and Warnings Wont Construction of trusses. 2. Build.. end erection conlrimier should be adeisad of as General Notes and Warnings atom. constructio.. Cewtoances 3. 1.3 compression web bracing must be Nmf.tled leh..• shown • 4. All lateral force resisting et n.IIM. such as temporary and permanent bracing. moat be designed and merited by desbaar of complete structure. Compuuus assunes no responsioulry tot such bracing. 5. No Wad should be applied to ern component until eller sit bracing and teatenes are cornpt.te. and at no lone should any toads realer than design fads be applied to any component. 6. Co.nputnrs Rea no control as and assumes no .Nponsiblllty los the fsbrtcallon. handling. shipment and MeloMahon of Components. 7. This design Is furnished aublect to Ye. Ihnllellena embus' design. sot forth by the T.wa Mesa Loslltua in Wood Tremens. SWT -76'. • Copy of .stern wilt M 1wntNed by C.mpWt.r .p.+ rpe.mT C- 3x4.31 9 to ii 14 -00-00 -2.5x6 C -3x6 C-2.51( 1/4 C -3x6 C -3x4.3 C- 5.5x7.7(NS)[C- 1.5x3.4] 12 eS16.00 SINGLE MEMBER FORCES T 1- -5054 8 1- 4521 W 1- T 2- -2866 8 2- 4500 W 2- T 3- -1577 8 3• ._4500 . W 3 - 1 4 - -1577 B 4- 2335 W 4- T 5- -1835 B 5• 1635 W 5- T 6- 356 B 6- 1274 W 6- B 7- 1274 W 7- 8 8- -319 II 8- W 9- Yf0- N11- C- 5x11.9 C- 5x11.9 -C -2.5x6 Alt. 9 -6 -8 stub plates shown in [ J. Gametal wove; ( Not.., wove; a'Mrw id ,Se tided 1 P ew , to sutKi t toads as shown 2 Desgn stss,xets the lop and bosoms U+ads to be ta'eraly braced at 3'•0- o c and at 17 0 o c respect rely 3 2.4 hnpap Oncfvng or lateral o•ac nq recommended where shown • • 4 tnszald•on of Pule Is the responpbLty of the lesoeC].ve contractor. 5 Dcsrgn assurer Pusses are to be used rn a nonCOrrosrvc envoo t a nd e to ' (b1. condhon" of use 6 a• ass.rns. I dl beg at at supports shown yarn Or wedge to m.cessa.y 7 Dcvqn a:4sres adequate cSa.r.a 6 os.ded 8 Plates shall ten• bxwted on boon fa of hilts anel placed so met center errs contain wen pent cente. Fries pgn macro* ere or ptale or +roues Tot basic dyenjn va.ues o• the Compwus Plate If+OCaled by the prep. • C see I L U Q Ft R 4211 The Computnw NM Suction Plate is wicoted Tay me pte4.. ' CN", the desrgnato. (181 ..theatre 18 ode material is .deed Al others are 20 ga 29 1506 - 2155 --- 962 -1338 931 - 267 - 123 401 30 -2190 CANT S 26'- 2.3' 2420 RIGHT - 1522 BEARING AREA REQUIRED ISO. IN) JOINT 1 3.87 OF / 5.97 FE . ( JOINT 14 2.44 OF / 3.76 FF OFF PANEL SPLICE NOTE: Off panel point splices are located at 1/5 the panel length +/- 6" at either end of the panel indicated. (Cond. III) 26 -04 -00 ) 1 - 084antilever 1478# 880 concentrated loacb,t 7 1.10 -4 plates adequate as shown. 28 -00-00 if ), i .. • `t 1 - c 17773 • SIZE 2=6 2x 2x 4 LONGER SPECIFICATIONS 28-0- 0 GIRDER TRUSS S.PPORTING 29- 0- 0 ' LOAD DURATION INCREASE • 1.15 + -. LOADING-- IC UNIF LL+OL• 78.0 FLF 0' BC UNIF LL+0.- 604.0 PLF 0' SPECIE GRADE MFIBER LS) TOP CHORDS - MSR 1650F 1- 8 BOTTOM OCS MSR 1650E 1- 8 WEBS: 1F STAND 2x 6 fF 12 * 2z 6 HF STUD Carrier span to 28' -0" supporting 29' spans with 3000# concentrated load due to 29' hip master. Additional concentrated loads where shown from 6' -0 "beams (upporting spans of 20' -0 ". 14 -00-00 4 -00-00 Three complete trusses required. Join together with 16d nails ��� -0.. staggered at 2" o.c. throughout ill ■Idlibil■ .. vs sm. sr ...4401 bottom chord, and 12" o.c. C�.5x• _ C -5.5x6 thr.lught ut top chords and webs. 6.00E7' 12 C-5.5x5 0.5x6 5.00 C-5.56 ' � d iIVAi r 4. C-5.56 14.5 C-_ 1. f. >s t. >_ _ s . i C 5x14.5 C -3x4.3 • C- 7x7. 3.4* * C -5x7.7 C- 7x7.70N- 7x11.9 0-4-3 C - 7x7. jk R -0-n ,)08 W €: (;RFFN RTVFR DATE FILE NO GIRD- 28X29 -6 -498 10/30/87 REF 15-1 DES BY SEQ 49717 ("MST B C CONC LL+OL- 3000.0 LOS 8 8' .0' ' BC CONC LL+OL■ 1885.0 LOS S IT 8.0' B C CONC LL+OL• 1685.0 LOS • 23' 8.0' hnnno Alt SAl) Di 7x1!.9( Alt SD1 IC - 7x7.7 C - C - 7x7.7 4 "TYP 1685# 28 -00-00 .0' TO 2B' .0' TO 28' 1. awed el Conant Notes end Warnings before cwtstrt.ciic n of Manses. 2. Suods, and erection contractor should be 'dosed ce HI Goner& ,Norm and Warnings before construction commonces. 32 X4 compression ..b bracing moat be inemied -Mrs .flown .. 1. Att toot& !dreg resisting elements such se tompomty and permanent bracing. met- be designed any pto.lded by desipar et cos,pt.te stnrctum. Cremputt s assmea no roepdnstMltty la such bracing S. No toed should be sppdad le any component until otter all a-cing end le sNnsrs are complete. and al ne tine shooed any foods greater than Aoetpn toads be apptiad b any C.rmpor.ft. t Comp.trw Ms no contra( Nov end aodOes Ao - oponsibehly 10, 140 f abrcation. Mndiing. shipment and Iwtatt$lion el components 7. This design Is furnished ambl ed to to Ymtteltoms on irNSaastges set fort by tin Tons Plato heltato In "pacing Wood Trusses. SWT•T•. • cop of which ial be 4ee(shod by Gn.►■r -s upon mowot. - - - - -- ylocatedat 1/5 the panel length 1685# 10 -4 -0 +/- 6" ateither end of the panel indicated. 9 t0 General Notes. unless nIhe,o,se noted 1 Des.gn to 04111tus klads as sho.n 2 Deign askohn the lop and bottom chords to be la.etasy based at 3'-0 3 2O . 4 Int 7.41P cc or .especsve b l ty t7t ama' acug ternnmended wore shown • • e 4 Ins salon kt .Qs s the resoorobuy of the nsoeanae contractor 5 Oesgn assunna trusses ate to b used m a noncorgsve enworvnent. and ate to ' thi1nr ;u tht.on' aN use 6 Oes.gn as sure! I.A bear'ng at as supports shown Sh.m or wedge it necessary Qesgn assure at ale dra.•,age K prov4Sed 8 top Plat es co shrroe' de br win 41nJti ni On caner ban lees laces of truss and placed so that Gentler pg.% .n c to sum or plate in umhes a pass de au1 .at s d the Computrus Prate moca:ed by the pieta 'C' we ICU 0 •"t R 4211 The Co NN+NI Secuon Paten mdrCated by the poet. "CN ". the ---- gestgnato. (10) "'males 18 9i matenal is used AT °here are 20 pa 11 .0' VERT .0' VERT C -5x7.7 4 4-4-U T T T T T T T T 3 MEMBER FORCES 1- -24810 B 1- 22194 W 3- 2415 2- -22431 8 2- 22194 W 2- -2109 3■ -19152 8 3- 20361 W 3■ 5859 4- -14748 8 4- 17130 W 4- -6159 5- -14748 8 5- 17165 W 5• 7056 E1- -19191 8 6- 7- -21372 8 7- 8- -25533 8 8= LEFT - • 12573 BEARING AREA REQUIRED 6Q. IMO • JOINT 1 20.11 OF / 31.04 Ff INT 9 20.63 OF / 31.84 NF + LATERALLY BRACE TO ROOF DIAPHRAGM. 0 -4 -3 19398 W 6- -6521 22839 W 7- 12906 22539 W 8- -6683 W 9- 7122 W10- -4257 W11- 3777 W12- -3960 W13- 4101 RIGHT - 12894 F �� - • 4 = 1 17772 y OFF PANEL SPLICE NOTE: },Off panel point splices are / ompusinc. ra.u.num•G • ew.ata..e. ow.nntn sn *ton 4 LUMBER SPECIFICATIONS SIZE SPECIE GRADE MEMBER (5) TOP CHORDS: 2x 4 MSR 1650E 1- 4 BOTTOM CHORDS . 2x 4 NSA 1650F 1- 4 MESS 2x 4 HF STAND 1- 5 Hip no. 1 span to 23' -O" with 5' -6" setback. complete trusses required. .loin together with 16d nails • staggered at 12" o.c. throughout. Hip No. 2 -3 Single member as shown, space 24 "o.c. 5 -06 -00 12 6.001 C -2.5x6 JOB NA►E: FILE h0.5HIP• -23-8 -491 CATE 11/02/87 REF 15-1 DES BY BS SEc 49727 C -4x6 23- 0- 0 HIP TRUSS SETBACK 5- 6- 0 FROM END MALL LOAD DURATION INCREASE - 1.15 4 C- 2.5x4.3 TC IR1IF LL+DL■ 78.0 PLF 0' TC L•IIF LL+DL■ 78.0 PLF 17' TC UNIF LL+DL■ 146.3 PLF 5' BC 1R11F LL+DL• 10.8 PLF 0' TC CONC LL+OL• 321.8 L85 • 5' 6.0' TC CONC LL+OL■ 321 8 LDS • 17' 6.0' LOADING 1/4" (S) wawulwoa_ 1. R..d all General Notes and Warnings totem consUUCnon of truant 2. Sunder and erection contractor should be advised al all Gamma, Naas and Warnings Pelona constructiow commences. 3. 1:3 compmalon woo bracing must M Inatansd -Mme shown .. 4. as 4tar.1 feC, NINON Wntants such as Iseponsty and permanent bracing. meal be dntp.ed and podded by designer of complete structure. Com.putrns assumes no nwponslbbily for such pacing. • 5. No lead snood be spoiled b any component amid ale all bracing and fasteners ws complete. and at no tine should any leads ;mator than deatgm bads be applied to any component. s. Cemmputws tea no control over and misname no respon.lbiiily 1e the fabrication. handling. sNpnant and Installation el components. 7. This Onion le famished subled to the limitations emboss dement set firth by Ilr Truss Plate Inhilttta in 'gracing woad Ttessa..11W7 -7111". • copy of which ddla M turnishad by Ca.npvtrus woos roeuost .0' TO 5' 6.0' TO 23' 6.0' TO 17' .0' TO 23' 12 -00-00 C -3x7.7 23 -00-00 5.0' .0' 6.0' .0' VERT VERT VERT VENT :r0 C -1x2.6 ( ND Spl ) C-5x5.1( () ) 3x43( Alt Spl ) + LATERALLY BRACE TO ROOF DIAPHRAGM. OFF PANEL SPLICE NOTE: Off panel point splices are located at 1/5 the panel length +/- 6" at either end of the panel indicated. 2x4 Vertical at 48" o.c. with C -1.5 .6TYP 5 -06-00 C -4x6 C- 2.5x4.3 ND Sp1 ) C- 5x5.1(Sp1 ) 1 /4 "(S) General Notes. tries otherwhse noted T n to SupRel loads as Shown 2 n as M P top and bourn 10 be Ialelalry traced at 30' o c nd at 1 D o c resprurvely 3 2,4 impact pelting or tale.a: txaong recommenoeo wnete Shown • • 4 tf99Yia on d tuts is Me respdrtvthlry of rr* reypeUrve contractor 5 f3escon assumes Pusses are to be used in a non-mntsrve enwonmers. and ate for - d•ti toncheon ' d use 6 Des.gn asstrnme r t beanng at a supports shown Shen of wedge it 7 n�ee.5/m p s n a assumes mknauale dramage is prowled 8 Pules shad be Waled on down faces of Truss. and placed so then eerier Imes conocla win tent center toes '1 pots . altos,, W es P pale m mC hes 10 ,FF. " bast I G 11 p v y the put us P ule. mOc3Ied by the peen, 11 She Cornpumn Nit SeCon Plale ms rxhcated by the press "CM' the desgnain ('81 •ntbCaies 18 ga matenat is used Al others are 20 pa 2 MEMBER FORCES T 1■ 3534 6 1■ 3150 Y 1■ 632 T 2• -3160 6 2- 4490 W 2- -1430 T 3- -3160 8 3- 4490 W 3• 118 T 4■ 3534 8 4- 3160 W 4- -1430 W 5- 632 LEFT - 1844 RIGHT - 1841 BEARING AREA RE0UIRED (SO. IM .OINT 1 2.95 OF / 4.55 HF JOINT 5 2.95 OF / 4.55 HF 1' 12 •6.00 C -2.5x6 CampuTrus Inc. wr.c.unwa. f 0Du.G • C0 J71a A.srllG LUMBER SPECIFICATIONS SIZE SPECIE GRADE NEIBERIS) TOP CHORDS 2x 4 NSR 1630E 1- 8 BOTTOM CMDRDS 2x 4 MSR 1650F 1- 8 WEBS: 2x 4 NF STAND 2x 5 HF STUD Supporting conc. load of 2205#1 at 6' -0" from 6' -O" girder end jack supporting 23'-0" spans. +o complete trusses required. ..oin together with 16d nails staggered at 12 "o.c. throughout. Hip No.2 - 3 SINGLE MEMBER AS SHOWN Spaced 24 "o.c. 12 C -3x7.7 6.0017 C -5x9.4 JOB Nate • 6 -0 -0 7 -10 -08 FILE NO SHIP-29 -6-498 DATE 11/02/87 REF 15 DES By BS SED A -49729 C -4x9.4 2205 # Green River Construction 29- 0- 0 KIP TRUSS SETBACK 7 -10- 8 FROM END WALL LOAD DURATION INL:EASE - 1.15 4 - LOADING TC LJIIF LL*OL■ 78.0 PLF 0' .0' TO 7' TC tNIF LL4DL■ 78.0 PLF 21' 1.5' TO 29' TC INIF LL+OL■ 182.6 PLF 7' 10.5' TO 21' BC tNIF LL+OL■ 24.7 PLF 0' .0' TO 29' TC CONC LL+OL■ 703.8 LBS 6 7' 10.5' TC CONC LL4DL- 703.8 LDS 8 21' 1.5' BC COW LL+OL- 2205.0 LBS 8 6'. .0' C- 2.5x4.3 10.5' .0' 1.6' .O' 2x4 Vertical at 48 "o.c. with C- 1.5x2.6 Typical. WMwstOlir 1. head all General holes and Wernit9s before Construction of trusses. 2. guider and erection contractor should be edslaad at .g Genial w.i.s end W..nirps before co.slsction commences. 3. 113 compression web bracing must be lestelled -hare shown ♦ . 4. 611 laved force misting elements sects as ternperary end permanent bating. roust be designed and provided by 58.1gm of complete structure. Cemautrue assumes no responstruy lot sash bracb.g. S. Mo lead should be eppbsd le any pn.pena -t until alter all bracing and fasteners are complete. and at ne time *hoed any lead granter than design loads be applied to any component. 6. Cernpntres has we control over and assumes no tesponsbiuty her the fabrication, handling, shipment and Indatlstlon el cen.penswts. 7. This design is honk hod subject to eM IIndtalions on tress designm set lorth M Me Trues pleb institute In Wes* Trusses. sWT.7r. • coq at notch nut to furnished by Cewp•trt- upon rawest. "-- VERT VERT VERT VERT +LATERALLY BRACE TO ROOF DIAPHRAGM 13 -03-00 29 -00-00 + 1+ C- 2.5x7.7 C- 2.5x4.3 u J • 1 I C -3x4.3 C- ix2.6( No 1 ) C- 2.5x4.3 - C - 2.5x7.7( No Spl 11 4 "(S) ( i 4 (5p1 ) CN 5x14.5( Spl C 1 2.5x4.3( No Sp 1 1 3x 13.61 Alt Spl ) C- 5x9.4(Spl ) BEARING AREA REQUIRED 150. I141 . JOINT 1 7.530F/ 11.62 NF .DINT 9 5.440F/ 6.40 NF OFF PANEL SPLICE NOTE: Off panel point splices are located at 1/5 the panel length +/-6" at either end of the panel indicated. 7 -10-08 4, C -4x9.4 C -3x7.7 C- 2.5x7.7 _ C -3x4.3 T 1- T 2- T 3- T 4- T 5- T 6. T 7- T 8- Garnets! Notes. anent% otr.erw.se noted I Design to ermine bads as Porn 2 e er Des+c a't d i7 9 n¢y to top and bosom [71o•ds to be gale'. any bated et 3' 0" o o c + .Cy. 3 2rs k*+pacs brut ..g or Were tang recommended where stows • ♦ . testa an Iru Y espeC.ve pomade. 5 Den aSat%flA bus sig ses s IS Me r are to be used in a non- CCrresrve eflwOmtenl. •d are hx ' dY tbndUOri' d tae. 6 isstsner IJI tearing zw y suppons woven. Stan or sedge .r 7 p o n a i s unea sdeQual d s a cs ow+ d e0 8 Prates shah t» bi weed on tldh Rees d truss. and ptac d so Per center lines COrK.dn with yen center Lees 9 Uat d pr s 1nOcals OM m .na+es. 10 Fly bas.0 ora7n vanes d the Computrus Male. mcacated by the pet, G ". O seci JU (2_It Et 4211 l 1 t lie C mpunitA R ✓ ate es dcdted by t N R C the - __ ..O.g CSnyol Pal .ob C01 e. 18 t8 ga mYa.al s AS petertmeo r used AS peters ere 20 9e 2 MEMBER FORCES -9836 8 1- 8796 V 1- 2298 -8606 8 2- 8796 V 2■ -2100 -7798 8 3- 8420 V 3. 2544 -8420 8 4■ 8340 V 4- -888 -7608 8 5- 8340 M 5■ -4 -6102 B 6■ 7608 V 6- 122 -6736 B 7- 6188 V 7. 82 -6918 B 8- 6188 V a- -1a90 V 9- 894 1(10. -2150 V11- 1756 V12- -180 V13- 94 LEFT - 4708 RIGHT - 3402 4, 12 ' 6.00 C -5x9.4 A � ► 17773 / CmPu1'Us Inc_ u.w.. /K ru0sG • t.•G +II-.O • Co... wo w tyt rtus S SIZE 2* 4 2x 4 2x4 LUMEN SPECIFICATIONS SPECIE GRADE NENBER (S) TOP CIIMMS: NSA 1650F 1- 7 BOTTOM CHOWS NSR 1650F 1 5 NESS If STAND 1- 9 BC COLIC LL+CL- 733.0 LES 112' 4.5' B C CONC LL+OL- 354.0 LOS I 8' .8' Carrier span to 29' -O" supporting concentrated load at 12' -4.5" 'from 6 ' -0 " beam supporting 16' -6" spans and a concentrated load 3t 8' -.5" from 6' - 0" beam supporting 7' -11 " spans. C -4x9. Alt. cond. extend to peak. 111111.1116LC-112.6 4 1 J4 � S) C -4x9.4 plating in [ ]. 12 6.00 i C -1x2.6 R - fl - R 12 - 4 - 8 .A8 NAOE 'GREEN RTVFR FILE NO:CAR- 9' DATE 10/30/87 REF 15 -1 DES BY 85 SEO B- 49685 13 -10-08 C- 2.5x4.3 TRUSS SPAN 29'- .00' LOAD OU ATION III - 1.15 -. -- SPA® 24.0' 0.C. - - - - - - LOADING LL + CL ON TOP CHORD.. 39.0 PSF OL ON BOTTOM DUO - 10.0 PSF* TOTAL LOAD • 49.0 PST* *5 PSF SEDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY. C -5.5x6 2" C -5.5x6 LC- 3x4.3] -C-2.5x4.3 No Spl ) -- C- 3x4.3 ( Alt Spl C -3x 7.7 • 0x7.7 (Spl) C- 5x5.1( ND Spl ) C- 5.5x7.7 ( Spl ) CONST_ H -4 24 -00-00 73311 WARNING&: 1. Road all Gamest Note and Wemleps Went construction si t.usa.s. 2. builder sad Wootton contractor should be advised N an General No.. and Warnings below comlrrninn commences. - 3. 1.3 eormpre.abn..a. amen. neat M Installed once. shown • 4. All lateral fare wslsl sg Weems suds IS tetnpo.ry and permanent hieing. newt M designed and provided by designer of s.rgeit. structure. C rinputrw assumes no nbyeentD011y lox weds bsctmg- 5. No load Shedd be appbd ts.ny component anal l 511oe se racing and le sbnue me complete. sad It no Now should mg Lida greeter then design bode 9. .991Yd to any component - a. Conpuwes has so curial ewe end aeaeen.* re reeporetbttty for the latedeseen. MsdtMg..ldpxn.at and Installation N components. 7. This design Is fur.iahed svb)ect to M liteMSttt s .ninmwa designs MI - - - - - - - -- - - ---- -- - forth by ten Una Flab Metihit . ta'*raclag Wood Trssses.*WT -71 • copy of which .Jut be twedebed by Ce mwtn.s win rorre.t 13 -10-08 C- 2.5x4.3 C- 2.5x4.3 --- - General Notes. were' t noted t Oe9dr to 7u{g kraus as shown. 2 Design_ ass lop and bottom molds to be twiggy traced at 3' -0 c e I? ,. oo cee tate 3 kisi of twin Ps p res p ons.ts ry recommenced f the esoectw c 5 Design aslisnas trusses re 10 be used m a honcooros.ve environment. 6 an y eax. e IOr bea Cl ute wedge g at as sir,•rports Shown Shim ar it 7 Dpesi�qgnary Pu ` mi adequate dra Is prowded I Plates stall bo Waled On both laces of truss. and i$aced so Mot center Lees cpnryde onto yens center lines 9 ri -.. ,rd�c al.rerw1 a 1 yal e. u es 10 FF'C__' b asi 1 C t t) 0 w r p 0 1 1 4 0 Compulrvs Plate. nNCa!ed by the p.eh. 11 - The Compurus .on Plate re •+tinted by the treks '•CN"- the designator (1e) :nebulas IC cs rnate..ar a used Ad others are 20 9a SINGLE (EMBER FORCES T is 3902 8 1- 3490 M 1- -441 T 2- -3513 B 2- 3104 1ti 2- 529 T 3- -2791 8 30 2285 M 3- -797 T 4- -2098 B 4- 2584 W 4- 1344 T 5- -2475 8 5- 2955 N 5- -451 T B- -2924 N 6- 791 T 7- -3304 W7.- -474 N 8- 267 W 9- -423 LEFT - 1953 RIGHT - • 1686 BEARING AREA REQUIRED ISQ. IN) JOINT 1 3.13 OF/ 4.02 HF JOINT 8 2.70 OF/ 4.16 If OFF PANEL SPLICE NOTE: Off panel point splices are located at 1/5 the panel length +/- 6" at either end of the panel indicated. y 17778 i / camPuTc - us Inc. r...mr Krum. • 1Krilm COeNr(• a+s.tef v SIZE v 2400 F 2250 F 2100 F 1950 F 1800 F 1650 F 1450 F SS DF #1 DF #2 DF SS HF #1 HF TOP CHORD 7"4 I BOTTOM CHORD 2x4 - - I I TWO COMPLETE TRUSSES REQUIRED. JOIN TOGETHER WITH 164 NAILS STAGGERED AT 12 "0.e. THROUGHOUT TOP CHORD AND 16d NAILS STAGGERED AT 12 "O.C.THR000HOUT BOTTOM CHORD. WEBS: 164 NAILS STAGGERED AT 12 "o.c. THROUGHOUT. 2' -O" RIP f4 + 2.5 -6 5 -9.4 (SPL) k " SYMMETRICAL ABOUT CENTERLINE 2'-O" FILE NO.: 8H- 29-5 -49* DATE: 11/6/84 REF.: TPI -15 DES. BY: GRB SEO.: - C -1038 2'-O" RIP 42 [1.5 -2.61 14' -6" RIP Ii 3 -7.7 d 4 -9.4 8'-O" SETBACK 1.5 -2.6 29' -O" OVERALL SPAN • 12 4 -7.7 WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR, HIP 01: TWO MEMBER TRUSS SETBACK 8' -0" FROM END WALL. HIP #2 -4: SINGLE MEMBER TRUSS SPACED AT 24 "o.c. v. (.41..70 > vt TC UNIF LL +DL- General Notes. unless otherwise -.:led 1. Design to support toads as sawn AU Ia force - esrsrm; elements such as temporary and permanent orac-g to c.r designed and prov.ded by otrs 2. Design assumes the top an: aottom c■xds to be iaterar. braced at 3' - 0" oc. and at 12 - 0' oe respective', 3. For recommended bracing deta:s.see Braang Woo = Trusses BWT - 76 by the Truss Plate 1- staute. 4.17.3 continuous lateral web tra where shorn . 5. Impact bridging or lateral bracng recommended ware Shown ... 6. Installation of truss is the responsibility of the respectv contractor. 7. Design assumes trusses are to be used in a non- corrosr.e environment and are for - dry condition'" of use. 8. Design assumes full bearing at all supports shown. Shim err 9. Design assumes adequate dranage is provided. 10. Plates shall be located on boil faces of suss and paced so their center lines coincide with idint center lines. . 11. Digits indicate sae of plate in aches. - 12. For basic design values of the Computrus Plate. indicated by - the prelut "C". see I.C.8.O. R R 04211 13. The Computrus Net Section Plate is indicated by ell prelta -. "CN`. the designator (18) indicates 18 ga. material is used AS others are 20 ga. TRUSS SPAN E9'- .00' LOAD DJRATION INCREASE - 1.15 LOADING LL • DL ON TOP CHORD - DL ON BOTTOM CHORD = . TOTAL LOAD = TC CONC LL +DL- 833.0 LES 0 TC CONC LL +DL- 833.0 LBS 0 2 MEMBER FORCES T 1= -7622 B 1= 7836 T 2= -7112 B 2- 8122 T 3- -6468 B 3= 8122 T 4- -8194 B 4- 7036 T 5- -6468 T 6- -7112 T 7- -7622 FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED 78.0 P..F 25.0 P_F 183.0 Pi_F 117.0 PLF 7' 2.9" TO P1' 9.1" VERT 21' 1- Lw 3= 4= 6- 7- 8= 7' L.9" 9. 1' -506 1478 -1934 116 116 -1934 1478 -628 REACTIONS' LEFT - 3176 RIGHT - 3176 to N X Cs- CO ID 1 N SIZE SPECIE GRADE KERBER IS) TOP CHORDS — -- 2. 4 MSR 1650E 1. 2 BOTTOM CH 2x 6 MSR 1650F 1. 2 HESS: 2x 4 NF STAND 2x 4 NF STUD LUMBER SPECIFICATIONS .E8 MAW GREEN RIVER CONST EJ GIRD FILE NO .: -491 DATE 10/30/67 REF 15-1 DES BY 85 SED 49686 8-. 0- 0 GIRDER TRUSS SUPPORTING 23- 0- 0 LOAD DURATION INCREASE ■ 1.15 + TC IMF LL*DL■ 78.0 PLF 0' .0' TO 8 BC UNIF LL+DL■ 472.0 PLF 0' .0' TO a' 8 -00-00 .C 2.5x4.3 - - C-5 5x6 ■AOLdAddigliti j MOU 1 .5X6 1 • 6.00 C -3x4.3 TYP..__ C -5.5x6 y WAWtga: 1. Seed *0 Owat Note and Wsrwbgs betas cswstn.cton .1 4msse. 7. Wilder end *melba commits. should M adeNSd el an Genital Norse sad Warnings Warn Cansln.etlan commences. 3. y sailers web bracing worst be installed -here shown • . 4. Alf l.liil fern misting Worms sodas temporary and penseneot brsting. mast be dottgrud sad podded by swops. M cernpl•le structure. Campatnrs assumes no mspenslbelly ter such bracing. S. Na bed should be applied to say component ants alter sit bracing and bsensn are complete. and al ea than should awl Sleds gnatsr than Nstgn Issas be ap01W to and campowsnt. { Computes bas an embed aer sad assmmes wd resp.rtMildy 1a ass tabksti n bansnrrg, atrldmeM slid Nst.NStisn et nnpswwds. T. Tale deslen Is furnished ambled le Ihs Nmitallom es thus designs set brlh by the Truss Mae betllvI M"Waded Wiped 'busses. S WT -7S . • copy el .Mich ad le Iw. dsbsd by Campetres moo reeest. - - -. - - -_ .0' PERT .0' PERT T 1- T 2- + LATERALLY BRACE TO ROOF DIAPHRAGM. Nobs, unless ouerwee noted. i Q. to SuO on loads as shorn 2 t assumes the Itp and bottom Chords t0 be testy Cooed at 3 pp c rd at 12' -0" o c respe ise 3 2.4 fm idging a lateral da ammended where shown • • . • Vru a*illg n fT 1n1Gs 6 Vie respr ar9b�t'LY of te me 's eOnC COnlr aQor. S rbnrgn assumes brazes are to be uses in • non•corrotrre envwo w ear. and see for "dry cordhon' of use 6 Oesgn ass h1 bearing al an supports shown Sam Or wedge if T O ei I sM udersrato drainage 4 provided C VS1IVe wan be located on bona laces of truss. and placed so Pier care' m moot* wNm put center rr�ote�ses I O I g � t urc pie � I t ti ile Gomnax Pt os ale, atdrated by me pieta • I TM Gem 1 puttrus Net Spoon Flare 4 execated by Ile grata "Cur' me dstag naIW (t$) aldCites to Qa material 4 used Al carwi. •e 20 g SINGLE MEMBER FORCES -2180 B 1- 5050 V 1• 2019 0 8 2■ 1055 Y 2- -2370 V LEFT ■ 2195 RIGHT ■ -. 22205 BORING AREA REWIRED ISO. IM JOINT 1 3.51 OF / 8.42 IF JOINT 5 3.53 OF / 5.44 IF CampuTyus Inc. WYW Knowic• e srl.Itn.G . anew In sal tut El Zr ' cr CO • SIZE SPECIE GRADE 1 E 63ER IS) [0 • 2x6 6t N 2x 6 2x 4 LUMBER SPECIFICATIONS MSR 1650E 1- 7 BOTTOM CHORDS MSR 1650E 1- 7 WEBS IF STAND $ 2x 6 IF 52 * 2x 6 If STUD Two complete trusses required. N Join together with 16d 03 • nails staggered at 3"o.c. hroughout bottom chord and N N 12 "o.c. throughout top W -1 o 'chord and webs. ir 12 N r CO 0 C- 5x14.5 3 -09-00 ao8 NAME Green River FILE NO 4HGIRD-- 13X29 -6-441 10/30/87 REF 15 -1 DES BY BS C a7F 5Ev 49730 C -7x7.7 C-5.5x6 15- 6- 0 HIP GIRDER SET BACK 3- 9- 0 FROM D40 WALL *SUPPORTING 29- 0- 0 LOAD DURATION INCREASE - 1.15 + TC 13IIF UAL- 78.0 PLF 0' .0' TO 3' 9.0' VERT TC UNIF LL+OL■ 78.0 PLF 11' 9.0' TO 15' 6.0' PERT TC WIF LL4IL- 112.1 PLF 3' 9.0' TO 11' 9.0' PERT BC t)IIF LL+OL- 14.4 PLF 0' .0' TO 15' 6.0' PEAT BC % IF LL 604.0 PLF 0' .0' TO 25' 6.0' VERT Construction LOADING IC COC LL+OL- 134.1 LOS I 3' 9.0' TC COIC LL+OL- 134.1 LOS I 11' 9.0' BC CONC LL +OL■ 3450.0 LES 8 2' 10.0' BC COlC LL +Q- 1182:0 LBS a e' 10.0° BC CONC LL+OL- 1882.0 LBS 0 14' 10.0' C- 5.5x11.9 8 -00-00 7.7 C -5x7.7 -- C- x11. : - - ---- - -- 3450# See Sea.A 189211See Seq.B 15 -06-00 1. 1..d all General Notes and Warnings !-dere cossr e1 tmeses. 2. Budder and erection contractor should be advised of all General Mates and commences. Warnings Wore construction 4 co. p.aaba sub tracing not be Installed -here ehoen 1. all !Moral torn resisting Nanwnte such as Nnper.ry and permanent bracing. muss be designed and provided by designer .l complete aircrew's. Com.putrus assumes no mspons.bIWy w such Ossetic. S. No load should bo applied to any component anti alter all tracing and 1esieners are comploc.. and at no time should any loses grater men desist' loads be applied IC any compoMat. {. Coapetrn has ea control Mr and assumes an .nper.Ibiity w 1Ia lebricallon. /handling. shipment and installation W components. 7. This design le tuneshed subject W the Bntlallon minas designs eat forth by the TIUSI Nate iatitut. In gracing Weld Tresses. IWT•71 - . - a any of which we be tarnished by Coapobss.pon .epiwst. - -- - 2 3 a 5 6 7 B C- 5.5x7.7 - 14 -10 -0 s W 8- -6400 W 9- 6690 W10- -2472 Nil- 1602 LEFT - 9394 RIGHT - 9156 3 -09-00 C-7x7.7 C -5.5x6 C- 7x11.9 C-5x7.7 " Typical T In 2- T 3- T 4- T 5- T 6- T 7- Gan.rat Notes. ur#ss otllentese noted 0e9¢n t o support Ir1a05 as sr.own Oes n assumes the tap and bortom chords to be tale'ay braced at 3'-0" oc 2nd at t2'O" oc respecbvet 2 bndgmg or Wemac recommended reconended where Shown • ♦ . frost adI of truss is The respatvbfly of the respectree contractor Design assumes trusses are to be used on a nonl.op.roSse enworanent. :1 ae nor a1� mish d use assaa•tet lei rrarnnp al as supports Pl sun. 91.11 a wedge it De necessary s me adequate drayage IS panned Pates shat' be Speared on bin laces of truss, and paced so IMr seamen Imes conride will point center hers 9 D.g is rn•ccate tar of pate n .rxS os t0 For sae 1 G I3 O e21 Computrus Plain. crenated by the preps 11 7t. Compulrnt Net Seaton Plate rs rnds:Wed by One pets "Cie' the designator (18) ux m .5 18 pa atenat used a)t caters we 20 ya 2 NENRER FORCES - 18802 8 1- 16816 M in 4610 - 15992 B 2- 1681B M 2- -5316 -13822 8 3- 17136 W 3- -7708 -17454 8 4- 17136 W 4 - -3940 -12072 B 5- 17431 N 5- 1572 -13966 B 6- 13464 M 6- 420 -13054 B 7- 83464 W 7- 3178 BEARING AREA REQUIRED (SO. IN) .HINT 1 15.03 OF / 23.19 If JOINT 8 14.65 OF / 22.61 If lr 12 6.00 1882# - See Seq.B o; r : . • It/ id ti t: 1 CompuTrus Inc. r..eactw •o. Ii dtaMo • COUrVfI a•s•I.1 WEER SPECIFICATIONS SPECIE 61140E 11134501451 TOP olotos PSI IMF 1- 7 MOTION 01131199: /S1 IMF NEM OF SIMI 1- B OFF NNII. SPLICE ROTE: Off panel point splices are located at 115 the panel length 4-1 6" at either end of the panel indicated. 0 Stal 11:4" .NO VAC 1 . Lit. DOTE: 4I13/69 R :4/17/89KJ IE7 � 13-1 MS_ DT: NJ SEQ. 107445 I 11374.02 } 5 iob1 ' C -4x7.7 t -112.5 2x8 1950F i1 SR one face with C -4x9.4 at 6 "a.c. 12' maarameat FILE MU.: FIELD nBaus Hi #1) /�a.s,0x41.,..r w.. aaarna6y. ar.aM.-a.ad P z o�ati. a 4 eaada.. erMac_ aM■Y >. a�a■ai a + ieneos arraa44414400. 1 td erpowabararb ∎edMaaar.f aaaa►+tara 4_ 4. Lhbas+ad■6lf ar■e,■rslaealw7ra'amm Si da•Nand a.6 p oMM3 br ray.= as aroma daaa.abC.aaarraaeaarraocam aoreadagagdaga i Maba■ aradaMapPababealaaaapaaa~a ■aaaaaaama■raN bnra.re.eearibr► ad aiaatassibumanaaaaiaMaar.tam baaaabotaae antwa■ amommasoon l OMplaaaaaraa410 useaaaiaae amo a 111114 Mb ypaeyyRr a tymmatar4rasaMMeadeanbMe.a a.Obra- aa834~ lad4adaapatbaafasseras6narraM Uarraba arras mma brawn. b'Mal.aMad te"aeLQaaF peeves ono Naas eaa4rest?41ataaa aro uae■st sut 29- 0- 0 MEP 11i69 SEIIAOt 8- 0- 0 FROPC ENO 71.1L 1.240 ONRATION I1CIFJ4SE - 1_15 4 C -3x7.7 TC 111IF LL TE 19111F tL•OL TC 4111W 11.451.= SC MN UAW. TC COIC LL4BL= TC COC t14D1= BC UDC LEAL '1C CLIC LL46L= 78_0 PLF e 7s_B PLF ai ne..0 P1 F 0' 25 _0 PRE B' 729_0 MS 726.8 MS 0 21' .0 275.0 Ld5 ! Jr 6.6' 335_0 LOS 0 1t' 10_0 ROTE: Refer to Sequence 1107446 for rtial layout _ Plan. 46 ft- CiLi4 0 G , ° cam ©( C `,3' fi� =ems + C -2.5x6 -�- add -on ' Lv 16d nails staggered 4701 13-119 -00 _B' n) 8' .0 10 29 _O' 10 21' _B' 1411 29' C -2.5x6 + _0" VERT _O WET _O' VERT _0' VERT 0. C-2_50.3 gig C- 5x9.4 (S) C -5x9.4 (AS) -With block 00 5301 Hip No. 1: - 1 C-4x9..4 C 3x7=7 14 -1 z O p e � p�w e lapse b boa Oardsto DE Wray based al 3 o nth M U O' OC (0S3 dR 3 ht ea ea a = •- a ev¢ aslie ■eoe►rbry d tie manure =macaw S Oe'oPrwsaaab■av d �q sass tewKa noaao.ive esroeaeo! t me s= ad Oasu r b4pptlOOl9aaar o!d/e I ttM on s d r�aaO paces mns�.taa+s a .,es ■a•.sh aara pe4 near Tae i ! ■ im:Zote of iali K i - heat w s► vd � es s d � r■a QgP � t Pi1t ratitae4 1a71s RM la Tttd aws ea_ SekfdR ■eypa 51313 Macao* II scarana sum. AI clam ale 2D yr. Two complete trusses required. Join together wish 16d nails staggered at 12" oc throughout. t . 2 101384 FTSCES 1a T 1- -41774 6 >' 0060 M I. T 2 - -MB D 2■ 7294 0 2- 1 - $$ • 3 '274 M T 4- -7475 0 4- 5985 B 4- T 5- -5791 11 5- T E- -6439 x <F T 7- -5706 B 7• V8= LEFT • 3292 RIE{T = 32612 ZEIBINE AREA 469- 110 JIM 3 5.27 OF l 6_13 4F .101Nf B 5_22 OF I 8_05 If t 1x2.6 C -4x7.7 1544 -10x0 404 -5942 1512 -230 fit �: � =: .-i TOMS SPAM 29 .00' LOAD SURREIot! Ii7C1 • 1.15 SPAS 24_0' O.C. t.,141 011111. AXIAL S111FSS 014_T_ OFF PANEL SPLICE NOTE: Off panel point splices are located at 1,5 the panel length -11- 6" at either end of the panel indicated. 2x6 1650F HSR verticals to float face with clusters of 164 nails shown in ( )_ Hold bark 1 1/2' for anchors. 1O' -0" - (5) C-.4 O_ '151 C 3r7.1 t -4x/.7 2x6 1650P ]iSR with clusters shown in j 1. C 14' -2" stub off (keep !aura 11.t.._ wins Mherm e.sed ■ Osg + as incur• g l br to p and to a 2 traced as 3ror �s s a tr. - a m and heeY- �aprQt is .a 3 aiane t7aT « �. y�� � a.a••s eo rgea[ taw • • • $ Oesg+.s+ - r - W ep Pie Woad M dnrda est I 6 cl faw. 4 Wise as its wider rrs mr�ir I pa1 pees a�::s 1 rst a n7•a►.tf o►pOt! 1111 f t E .ta 67+#urai x f#tee. macaw trr OMs Tye n T tummy's-ha G tl 1211 }t.ca .scatii peas Ile vts w1� fsaer Asap 4414.41 SIAM sassos.r 914 C -1x2.6 SHALE 1Pt>11A 11 7 1- -23172 B 1- 2142 • i= —1 T 2- -2594 • 2► 2345 V 1 3- -inB4 s 3< 2203 11 3- . -553 T 4• -2 B 4• 2mt 1F 4- 3! T 3- -16e4 1 s• 31 T s- 2091 M Fr -599 7 7- -2795 11 2• 9Il9 V a- ae1 LEFT = 127E RISOF = 1225 2•1111119 JiREA 11BOtiii LSO_ 110 JB111T 1 '2.04 O ! 3.15 W Joan 8 2.94 1F f 3_15 W 12 5 to 6 I Q 0 side to bac of 160 nails L 1 SIZE 24 4 24 4 Zs 4 MINER SPECIFICATIONS SE+ OE£ SM[E 1113eM480 TOP assart 11550F 1- 7 BOOM OlorlDs 15R 1 NEBS: OF Si • 1- e 12'-6" "Partial Layout P /an" C -4x7.7 cslac 1l4 den NNE NOLO. UR_ Far sm FIELD 1EFAIp( p 13) Ativ es R:4l17 /89HJ a. WE» 15'i S_ Be W 107446. Mbr4_02 2 -5 to Mr. eiair1b leS 14.111pbeleallioren.afoel bloom Shaba awl smear eeetseel r eaodb be ebbe& et .O GoessaI aree.aeOSaeen0e0tb.h .e ae.e.:ae.e..ear cet fA aimpawlm.rianoymoul b.w.i elms aims 4._ �Yfrrt Yeats sr►iyief•rleaWNVen ear... w prm4404810 s■.fti b 1.a.ren.alM.ptyeefe �.1gn...wr..es....d,, w / la slaws mo e1 ye bee red/ sg beeseepeeme lee. /ate leer br e.01! N0 __ _ — nee earee./ereese..sM. __I, ee 011ebe /psi0eefg10eslialobe0odMrseebeee eel terubr sT.l.e Mr sse444seed42~1 .ulrt-7 - saw e1 .Abeleel 4 1r..er4eeb CrM:.sea..eg.wt 1 1 . 7 C -112.6 12 - 6" 12'"0 :14 73aS5 SPAN 22"- -BO- Lags 4111RATION 15131EASE - 1_15 a- ' SPAN:® 24_0 0_C_ E,B/111116 bt + at an ToP off= - ix ON /03111011 CH 10141. LOAD — BC CONE LL*IR 275_0 U5 112' S_a' BC COC 1A4131-= 315.0 IBS B 14' 10_0' este Sequence 39_o P5f 5.0 IMF C7 41.0 P5F *- p C77 Z r- 20.00 al , Zip 4.0 CO C0 rre OFF PANEL SPLIC OTE1 Off parcel point spilciF0 are located at 1/5 the panel length +! S" ut either end of the panel 1/dicated. 1107445 1107444 1107446 530 12' -0" 11 1> T2- 7 3= 7 4- F 3- 7 6= T 7- LEFT 4)C- I.5x2 -6 C -4x9.4 a6 4. - I 4Ii. 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