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/6 0 35 s J � T AO `/ / o l�7 t (-� e- / Sr - � 3 72' ---r ..f..._______ 1 5 .-„, ,IA, rt ,-• 0 4(0A.) 11111,- , 1 , ... , 1.7/ 1 - - R--7 :. /Z � 1 ? - O • - 111. ilial. • e4;\ ..-.,;;.:10 ! ' ' 9‘ <(> i 0 3 . ! . . ee 3 i ll D y EX 1.547. pF �J �o f GC p. C S1OEwedk • 1 , 4 • r r ., f ...._ _-- ' ; _ .- ,- ,,.. Fh'e k'ti5 Gal- .747:;-____„:_,2 v•--\-- ,-- :-.-:_--.. L.1:5 1 - . - • Eit ____,.___________________ .1A,,, . ' ' - -3. . . Aol s ,F4 j i t e . ( ...� ` w5 1 y f 6l AS' 4n 5 /7* AG G.r+N 1 L4.- -,^' 1 Vi -1111 ' ° 7 qq„ j - W4It_ iZ Sl oeL /I- /vet es teyvVN y L/oo2a — Q- 7 3 Co °I 1 6N �►� � w�a l k 'r W 1 t S Lepc Up 1-u L J EAST ELEVATION[ / X35 sue/ /7? 4/ c 1 l4" 1=1 1 '«O" • FROM : DR. SEPP FAX NO. : 5036205336 Jan. 06 2005 1 i :53Am P3 ..;1G - r-43. 05 :0 1:1::.: 24F' . - --- - - - .------------------ — -- v ‘I,VO go.22 e)733&" : • . . . • : . . . :. . •.. , . ....... ." ... ........ .. . . . Structural Clculotions. .: . - • . - - . . • • .. • • : . . . . . ... • New Dental Office i CCi :CT No. . ... - - - .. • ... . :. . : .. 16035. :SW-Pacific Ifwy • 1 i 0 - ii. :1 15 . • ... 4 , .. . - . King City., Oregon " City., . . • atIPPER :rC1# • : • . . . . . ... • • - • - 'JAN O3 ..20115 . . . . . , . . . . . . . .i. . . . •41 /. - .... • • • 4 + " 'e • + ".... .. • ! - - - - I . • : • • . : . . : . . . . . . . ..)- . . . • •:!cciii . : , : . - . . : , • : - :: • : - ... : -- 4),, -,•::•;‘ . : : : - 7 D - 5 - • • . • • • • " " • . . .. - : - . . : • : . ': 1 S. PS9L I . . . . . . • . . .. .. • . ■ • • • • - - ! ... • • . 1 . . _• i .. ...F.-law N■ :Cr- as reiained ima- Igo: sted -eapeciti. foi thji projoet Desiguis 33ased-epott I info:m.141W'. pimiiied: by ille:cliont.ivilii is iolely.iesponsible foixhi.aoinricy Ofiarae-. .No . ': ... .. . . • . • l i i lisbii* is 'assiintsii * .i. or is to be ssiinea to, the ei for items , . .. . .. : .. .. ...... :... . . . ... -1 . . kleYOrld that shown on thOse ttheets.: . • " . " • ; . . ... . . . . . .. . . . .... . : : •: : : :Job No . 4.-203 . . Contact: 11.ieh Silkett. or . . • • . . • • • • • • • • , -I . e • • . .. . . 4 qt '. , 4,1 •• : - : • • , • , . f : e , . . . . . ., , . .. ,,,, • ............._____..._ #• • A i 1111111MEEM1151 sinchmark JIM . .' ' . IMINEMENI 1 filinEMIEBE • Engineering CLJENTI _ ...03 NO. i • oft --:oigutiolim. DATE BYs —....SHEET NCI_ . 1 2905 SE OAK GRZIVE BLVD. Wilt .09, NILVALINTE, CREGIIN 97367 503 • 4 1! T :: ;'"' : / , ' :' 7 ' P. k ,,, ' . 1 .: ,s,.. 1, : . • • . PLAN REVIEW APPROVAL FOR COMPUANCE NAPPLICABLE P SW Oregon - Code (OS�N Oregon � 1 , ` ty Coda ( . O Oregon Code (OPSW e � Specialty Code ((OESCI is A m R Code MFG) ' Sid 9-1 Ree wielders) - OF Sid 101 ono ems) PLAN REVIEW APPROVAL DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF EDERALSTA1E.ORLOCALREGULAPONSNOR DOES L IT RELIEVE DESIGNER FROM ANY LIABILITY OA RE SPONSIBIU E J � 3v: L)i r 'CLCi DATE: CLWR COMPANY. INC. FROM : DR. SEPP _ FAX N0. : 5036205336 Jan. 06 2005 11:53RM P4 �- .. ';'M! , . , .. � :1 :� tr l= E�'t!'.11 -.. , 47; .32659? .9= J es .:,eor y.(... _f. a .. Dr Sepp Office Remade na 11 718" TJI ®110 ip 12" okc :.Jeiec:G :81 OWW KV M.eHn•: .Y,M7y07 J:c• 7 •:J. 2:12 "• " " """' ''r's THIS PRODUCT MEETS OR EXCEEDS•THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED TJ -Pro RAM!4Q SYSTEM The TJ•Prc Rating Sy3tem value provides additional floor performance information and is based or, a 6 :UED NAILED 1)i32 .R7' Spar, RatirtS) decking. The cont. span is supported by walls. Additiona! consideraticrs fpr this raih,c; - None. A s:ru turaI analysis or the deck has not been performed by the program. ADDITIONAL NOT Et ..IMPORTANT! The analysis presented is output from software developed by Trus Joist ;TJ). TJ warrants the sizing ct f s products by this software will be accerrptlshed in accordance with TJ product design criteria and code accepted design va.ues. The specific product application, input design loads, and stated dimensions have been provided by the software user. riu3 output has not been reviewed by a TJ Associate. -Not alt products are readily avei able. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - 4t:owetle Stress Design methodology was used for Building Code USG analyzing the TJ Distribution product listed above. • • • • • • • • • • • • fROJECT fNFORMAT1pN; QP RATOR INFORMA1 Dr. Sapp Office Remodel Rich Sitkelt 76035 SW Pacitc Hwy { 'o City. Oregon Benchmark Engineering 1.1.0 • • 2905 SE Oak Grow Blvd.. Ste 8 Milwaukie, Oregon 97267 Phone : 503458-937i Fax : 503459.9796 benchmarkengrt yahoo. . : :•.y :iV :c :.00 cry *: a at, a Wrys; maracas aa{iptras aae ?. - Lejv :c reap p'lo / :viflarta of rna Seim , .asses F.a� ....o Ta trees are a•aK- +[La coo woe .1.3f .c. • • • • • FROM DR.SEPP T FAX NO. : 5036205336 Jan. 06 2005 11: 54AM P5 : IA^ CNC:.'. =Cr': X10. $t]�..�c jq ?'9� << -l?UF OG' _ ter" F' 16035 SW Pacific Hwy King City', Oregon - Inspection ? side fourdat on_wall • Wall is approximately 7' to 7' -6" high and has a vertical crack near mid- length. There is very little lateral pressure against the wall and is supporting :nosey dead lona from thin framed walls above. Very little design loads from the roof and floors above. • The crack in the wall was probably started as a shrinkage crack within a tcw mouths or maybe years after casting. There is very little lateral or vertical displacement visible. (here doesn't appear to he any recent movement in the wall. There should be a crater seal put on the wall near the crack on the exterior fact. The ground should be made to slope away. 7 he wall is suitable to be used as a foundation wall as it is presently being used. No additional loading should be applied. • • The Studs under the beam across the old garage door opening should !owe framing clips... at the. top of the studs as a connection between the stud and the beam. Recommend Simpson A34 clip. Sec attached detail. • There should he solid blocking between the TJM's above the beam. Attach a Simpson L5( between TJP's and beam, or block and beam. See attached detail. • iwwazk • • • • • • ri- u9Pci i • , • I I 9xr c'tis Oc7 06 9d WUPS:IT S��? 90 'uef • 6,cisca rlaNi ! ------- lz! .e/L i 15 9 I; NOIWA7 - I 1 SjOr C i 1 f i i; ; 30E) SZ 26461BSSZEG ! • 9E£SC329213 : .1:1N dd3S 'en : WOel.J FROM : DR. SEPP FAX NO. : 5036205336 Jan. 136 213135 11: 55AM P7 ' SECE.5.95T9C r OS 7-(3C1'. OC:2"1! r'7 • • — • 2x 6 'vezwee je; r 5.7ipsor • ea. 1 :::1ck • I \ e: 1 "18' 7.;1 j11111 New cistern g r2. cc. • • 1 5:mp&o-. .4.34 Cp 643. SIA:CL • • • ji • 2xia azticla bear SECTION • FROM : DR. SEPP FAX NO. : 5036205336 Jan. 06 2005 11:55RM P8 • ,... • - _ -;, ., _ - =E� I:.r, .:C. • 539' r _ . P-'la: LY"•- U P • . G.srq .. 0...4e- rz- ..4 4c .. flc . ,,._,1 � � ; G p.+.r 1 4 � a u.s: �' o —r . ( %-re- Q: S 7 c , V y .. .. . y . ' ma 4•u;'.. C'1?:fs5ur - . � I • tFV%r4 : _ ... 1 CO-& : L 504: C4 • . i Y DA: lx-LIA I h. Iz . : LL o- �"tzo'. 1 = 2 -r�0 *j . ■-JMk. GL. g- •o C. . ... *off/ *I Of; s it ( x0) 4 1/4- - cdo L + -- Lz +}itI. i1. . - , ("4, :. fly- .. _. 1 b 1S1; • . .. .. :. ... i ..: .. .. ..... . ..:..gl- ... ... ... .. . .... ...cog t 3 1. ... ... -.. -. . * 4 . • . -. • Tv (ej�G4 . : . . .. .1 • _ i • 111 - -� ::;: r r � ; . r�u,t, p!- Iksr`1,1I�'�` ID � . -. (- 1 .o. i� 1 , L 'v �; � •q cwaer 444A0% A0% se,,, 1. :4 . . : 3 Wct: : • 1 ' ® ®11111®®® ,v,Ilvo'a •43 pdirfi IFie, 4443`1 1 j ®M IB ®®®® Engineering CLIENT: fP .Oa NO. 141 I — ssavCTVIAL OATE1 114 l • r 2905 SE OAK C.T.R7vE BLVD, SUITE 418, HILVAUKIE, QREGON 97267 53 654 9371/659 - 9796 FAX Jan. 06 2005 1 1 : 56AM P9 FAX NO. : 5036205336 FROM : DR. SEPP • "2: ;.'; i I NER I ;r3 7 '■ IC. : 5ME5'29'9E 7- eF: 7nris Pi;:9P r- . . . . • 1 ! • . .. . . • ! .. r " - . . . . . . .. . •i--. I . . . ------ . • , : - 1 - 4)..,..), . ) ti I I . . . . . . ... . . . . . . . . i : •s• ! i • • • • - • e. -.- !two A L-4 : : /5.3. -?.'-:b -4# . ..... . . . , .. ii.: . .: .. • - .,,._:.. : . . . . .... • , • , • • . . . • . . ......, ,....,:,.., L I . : ..... • . . . •■,'Ii, 4-. . i*t .3 . : . : •:-. . .i.;" i ! . Z.C.79-.Y. . V 40: . - --k_ -.- . . : .. . . : . ...iir : .... .. . . . . .. . .. . • . . . . .... ,,.. . . . ... .. . - . .. : : ,..i 4. " 6.3% 1 • . " I . • . .... : : : . : • . .. : . - - : I . .. . . . . . . • - - .; w,,f.. .. ..... 1 - ■ 1 • '''' , ■ ei vz 14,41i. 6 t7,4:4. :,.7.- --;-. 6.1 3 — fr 1 :- . •-• . . .. . . • : 3 3 : / . 1- • ... • S -:-- 7. , *.• :76 - 0... 3 . (2± ( . . . • - • .:______11.- - • : :.''-' -" : ( e: kii.4-• I r - :-' 4 .._ .: . : .-. LI: as4.0)( a) - • i . . . PI .5.6.1.- • .. . . . . . : - p: - • ,......_4., . • a"66 . / ...... 4... _al z, O. 4 L 4:. ..i,. c • .. . 6•47 SO • - 0. k.. . . . • • - . . . • • .... - - • • :-...\ : 1 . 1 • S i . :40.. $0 44 3 • • • • .. : : ....A. .1 • • • • • " - - " . : ... - • • , . • .: . ' . - • - • . • . .. . • • • . • . . . . . • , . • . . . . . . . . • . . :• . . .... . . . . ' • - . . . • . .1 . . . : ..: . • • • • • - • ' ! . . • . : . .. . . .. - • • - - • • ' • . . . • • : . . • • • • • . . • . . . - - . . .. . . . . . . - .7. - - -- -----•—•----- - 111111.191111116E gench JO& 111111111111111111 illg la Ell ERB Engineering . CLIENT! .1C7B An. MIL - STRUCTURAL DATEI SliEET Ntl. OAK 3ROVE BLVD, SLVE AS. MILVAUKTE, OREGON 97267 5 , --659- 9371/659-97% : . ' FROM : DR. SEPP FAX NO. : 5036205336 Jan. 06 2005 11: 57AM P11 1;1. 3 O: Delivery I_ ist " Voith;Onents T Toiva Scpp Job Nunshcr: 404251 • i • • ..5:?3) 925-3787 Fax: (503)825-4575 Pa mock No: Owe: 05-2o-20o4 - t Al I ' Project WI jnhs Lui Nu: . . • Account Nu: Office: DelivCr TO: . . Designer: Kcn 1),tyiN • : Office Addnion . , I-0119 • I61735 SW Pacific Hwy Salespcmln: Steve Wctlion Qum,: Number: 40425) 1 King City. OR 0,11) pave: r1) I Qty: Truss Id: I Span: Truss Type: Slope: LOB RON old By: i 9 ; Al '!20-6-0 'COMMON 4.00 1- II-4-0 • 71 lbs. each 0.00 7 • 1 AGE " 20 - 6 - 0 !COMMON 4.00 0-4-0 0.4-6 77 *Is. each MISC. ITEMS Quantity: 17escription: • 16 Solid Block--2x4 x 22-7/1V (24SB) vent Block-2x4 x 22-7/1V (24VB) 20 H2.5 Anchors (112.5) • • • • • • -•• ••• • .• • :izmi ;tons have bccn rcceived in good condition. (cxccptions listed . ausine3s. • •. • FROM : DR. SEPP FAX NO. : 5036205336 Jan. 06 2005 11:56AM P10 • ' • • : : L'': :0 ; • :7:ER 1: ,- z:, rn. : 507.659S+77: ' - .. r:" :::.•7 : 7.nr:- • r • •: • ' - .• A 1 ‘ i r' ' f e ( r. • " . . . i !' . . . . . , . . . . ; . i " " • : : . . . I e... : 1-, • . Z. . t;fr%g- -: • - • .. - • " , .k ' ) t A I . . . . . . ... .. . j . i • • I! : • . 7 . --'-7 '''..... -- _ •1_ - 7.' "1 •1 -- : • • . '?.......••■ .11...._, • :-..5-3-. . :::-f.- 4-3i.: . 9 3t.,:l . ,..... : --..,_ i - . • i : : : : -%'• • • . . . • • • - • • • :. r1 I - . . : . • . .. . . .. . . . . . I • • . . . : . ‘-irkfri- d,i4ci.94 p4.10- . . _,.....„, . . . . . . - . • . . . • .: ... . ..... ..: .. . . • • • . . . . . : . . . . : 1 • • .. . . .. . . . • . I • : : . : • • . i .. • • . . • . . . . . . • : • • • • . . . : . : • . . • ... : .. : .... • . . , . . • • . • . . - . . . . . • • : : : : . . . . . . • .... . • • 1 • . . : . .. :• . 1 • . ... . . . . . .. • •1 . . . . . . • - • ""- •• ••• . :. ..... .. .•... ................ . • • • .. : • • r• •; • • • • • . . . . • . . . . . . . • - . • ... . .. .. . . • • , - -1. • • • ••. . . . i . . • ..: . , . .... . . • . : . . . • • . ... .. . : : " • . .. ■••■••••••••............................. • i ill li 11 le ill Ili 111 indierk an, 1 4W 56 41 Firkiel 14Luy 1.11111111110 ME " Illianimicso Engineering CLIENT' PI/ <441 JOB ria64-- i avz - lirlZUCTUPAL DATE, 4 '1/ 0 14 ,36 (2414 4NEET NO. 99 V.AN GROVE 11',..V3, SUITE 406, MILVAUNIE, OREGON 97E67 50 3 - 639.1371/659•9796 FAX . . , . Vt. , . .. - .. _ . 1 - r - • _ • • . . . . . . . . . .. ... . . . , • • - . _ . • • • . • . • • " . . • • • . , t . . . • • • • • • ' '' 1 Lateral Calculations CO PRO3ECT No , .• ••,.. 1 1 2 0 - li .1 ,; . f.r . . . . . . - . . • • .. 1 • . . . Dr Sepp's Dental Office -, : tattv - 16035 SW Pacific Hwy . • • • . . . . . ... ..... '!-•A‹.iiig City Oregeni 9. ClairCompiuk . • . • ' • • . . • • • • ' . . . . . • ' fr #.0 • ° IN,. 0 . ..t.„ ..4 PLAN REVIEW APPROVAL_ . " 1930t 7 r.:- fORCOMPLIANCEIMIHAPPUCABLEPORT04 • • • *aeon Stnicturi1Specti011ide ( • ; : •• • * ., .. ,, • Me / di • , - :1 i • Os*. MeallanItelSoomftOcale:(• , , . OREGON . . , ° P SOSc krbere Ow ; e - •• •,-) 0 09 04 ElictriPm Sfeciat/ Coi9 ME= ' --;'`.• .. ',' 1 ).• 41 /1' n. 0 , • . 0 1 -1 11 ).6• 1 1_ 44 19 Gad* 0:AFQ: • x : . e,' • .,,•;',, Uisc Std 9-1 aim spylrild..) ; . ,,, `;.:::::`,..,': .41pD .0 6% • :,. P LAN Ur Siel•il$4 (Ow atarrt•g__,..• • • _.___/'. - ': ' ' •': ' ' • : • ' ' PLAN REVIEW APPROVAL Imes NqT I, EXP1FiE,';',. c.,:(77,6-1 CONST9UCTION TO PROCEED. iN . • • tit*: (F ) FEDeRAL.STATEORLOCALASMAAROMS,NOR • . z IT REuEvE DESIGNER:FROM ANY LIABIUTY :OR - RESPoNsIBILFFit . . . . ev i tNi kr : DATE 1 1 . 1I1C% - • ' `COMPANY: INC. Engineer was •retained in a limited capacity this project. •Design is based upon. inforination:preivided by. the .elient Who is. solely responsible for the accuracy. cif same No respOnsibiliiy and/Or liability is assumed by, or is io be assigned to the engineer for items beyond that :shown on these sheets. • • • • • • • .• • : • . ge: 0 36; 7 lia/a . . • . Yob No 04 14 . Contact: • Rich Silkett,• PE : . . . . . . . . . . . . . . . . . . • • " • • • • - • . • . , IMETTIIIIIEWIN ramphhiark JOB1 . EIMMW1 • Engineering . CLIENT: JOB NO. • CIVIL - STRUCTURAL • DATE'. BY' SHEET NO. 2905 SE OAK GROVE BLVD, SUITE 418, MILVAUKIE, OREGON 97267 503-659-9371/659-9796 FAX 1 • . . . .... . • • • • .. p . . ..... • • • Or Sepp Dental Office .• • • • " ' • - • . . . . . . Lateral Analysis • • This is a pre-extsting structure. Part of the structure is 2-story and part is a garage with a Pool" above". • The Zstorypart Is utilbdng existing exterior walls as theaNyEillS'arlaJor nol be a Off of this inaiysia...This.analifsisis for the coracle and.newitoor & roorabovezniv.. • : • ' ' The:garageisbel�wgradb bri tliftel *sides With fUll' height' foUhdatibri Wall: There are prefab flopr *joist system above and prefab root trusses above the floor... The floor Is .approximately.2 to 3 ft eboVe grade and Is analyzed as a 1-story viood strUcture. • • • ...... Structure is a Regular Structure Seismic Zone 3 " •' Sheatwalf System Wood frame ShearWail Soil Type Sd • Static Force Procedure Ridge R.:= 5.5. •.. := Cv. iave := 13 (Ridge -i- Eave) h := Ca :=0.16 2 h = 15.5 T := 0.02 (h) W := 1.0 Cv.I.W V . • • .= • • • • • • • • I. • • • • • RT VI .= 0:628 'W (1630.2.1 e 30.4) 52. .Ca.r.w) VZ . V2 0:164 • W (1630.21 eq 30.5 R ) . . . . . V3 !CaItNV V3 .= 0.04 • W (1636.11 eq .30.6) Design bead Loads Rf = 12 PSF Wall := 12 PSF • • • EMEEMEM 16035 SL Pacfr1c Hwy 111 El Benchmark Y Jolt mmE mEREEI Engineering CLIENT! sePP JOB NO. 04-141 crvn. - 811117CTU1tAL DATE' • 03/08/04BY1 !Rich EET NO. 1 2905 SE OAK GROVE BLVD, SUITE #8, MILWAUKIE, OREGON 97267 503-659-9371/659-9796 FAX , . • ...... • • Or Sepp Dental Office • . • ..... • .... .. Seismic -Perperldicularto Ridge Roof = 53%10 lbs • • " • 13 — Wallperp.7.=.H Wallperp = 31 lbs. 2 Wperp := Roof + Wellpap . . Wperp = 1C4.10 lbs Vperp != .164•Wperp . . Vperp 1.378-10 lbs Base Shear Perpendicular to Ridge Seismic Parallel to Ridge i Wallprl := (- .Wall;2 .20 2 / Wprl := Roof+ Wallprl Wprl ... lbs • Vprl := .164 • Vprl = 1.378•10 lbs Base Shear Parallel to Ridge • EIMEEEEIE Benchmark JOB 16035 5W Pacific Hwy 111111E1111 ISIMMEE4NO Engineering CLIENT' sec:1 JOB NO. J04-14/ CIVIL - STIIIICTURAL BATE' 09/08/0411Y1 /Rich SHEET NO. 2905 SE OAK GROVE BLVD. SUITE *EL M/LWAUICIE, OREGON 97267 503-659-9371/659-9796 FAX • . . . . •. ...... . , br Sepp Dental Office . .. .. . . .„ • WIND FORCES, " • . . . • Basic Wind 16.4 PSF (80 MPH) • • . . . • • Normal Force•Method eiptiSure'B' h = 15 Rabi 6:12 /: Ce(h)•:= . 42 .0t - 11) 6 = 26.6 -deg' • • 12 • .$52"if i$ (Ridge + Eave) Mean 2 Mean 15..5 ft • . Roof • • • Windward Function Leeward Function Tdtat Function rwi. (h).:= ...P1r(h.). :=.16.4!Ce(h)• I Pr(h). z..Pwr(h) +.P1r(1) Wails , ,Vindward Function Leeward Function Total Function • i'w(h) :F. . 10.4.-Ce(h) Pl(h). ;=.16:4:Ce(h)..,5 P(h) :=.P.W(h) + P.1(h) Wind Perpendicular to Ridge • • • • 10 Rperp := E Pr( L).sin(e) RperP=.50 plf • 0 • • 13 Fwl.:= • E. P(h) Fwi = 19.3 • • pH' • . h = 8' . W indperp.:=.(Rpe0.+ F.w1).•20 • Windpeip. = 2.587.10 lbs Yperp = 984 lbs Wind Governs • 1.4 . Wind Parallel to Ridge • ,A .P.05,1) Gable Area (G) G := = 50 Sq Ft G.- 4 20 Whidpii (ROrl+ Pwi.).20 • • Windpil 2i2•.10. lbs Yin! = 984 lbs VVind Governs --EIEEEE•TLiE Be gic h mai t Jam 16035 Paclf7c kuy Eimmfflm Engineering • CLIENT' szPP JOB Nil 04-141 CIVIL - STRUCTURAL DATE' 09/08/04BY1 Rich SHEET NO. -7 2 2905 SE OAK GROVE BLVD, SUITE *9, MILVAUKIE, OREGON 97267 503-659-9371/659-9796 FAX • ... . . ... : : : • : Dr Sepp Dintai Office • . . . . . . . . . . . . Roof Diaphragm • • • • • • • Wind Perpendicular to Ridge • • Wind Parallel to Ridge .... rp - 64.7 • • plf Windprl - 56.3 plf 2.20 2.20 Roo! Dlaahraarn Usd 5/8" CDX Plywood Nail W/8d 8" sae. Edges PJus. 8d (44 Z. CM FiOl.ci Check Uplift (Wind) Uplift : Pr( 15.5) = 10.3 psf ' • Rf • • Safety. Facto . SF. .= Pr( ts.$) • SF =. 1 ,2 SF less then 1:.5 therefore Use 'Simpson H2.5 Hurricane clips at each truss bearing point. • • ff'n iTT El Benchmark 16035 SW Pacific 1-by 1111111EIMMIE NEEEE Engineering CLIENT' SeloP • JOB NO. 044 • • CIVIL — STRUCTURAL . DATE 09/00/04BYIMStSHEET 2905 SE OAK GROVE BLVD, SUITE 118, MILWAUKIE, OREGON 97267 503-659-9371/659-9796 FAX • • • . . . . . . . . . . . . . • Dr Sepp Dintai Office . , • • • • • • • • • • • • • . . . . . . • • • • Rocif Diaphragm • • • • • Wind Perpendicular to Ridge • • •• Wind Parallel to. Ridge ..... Windpc rp • Windprl • : " 64.7 plf • • ' = 563 • plf 2-20 2-20 Roof Dlaohraam • • Use 5/8" CDX Plywood Nail W/8d 6 0:e. Eiiges 12". Qs0, Field Check Uplift (Wind) Uplift : Pr(15.5) = 10.3 psf Safety. Facto . SF. = SF L2 Pr(15.5) . . sr . less then 1:.5 therefore Use Simpson H2.5 Hurricane clip • at each truss bearing point. • • st ' I • MEqT4ElluiEl Benchlliark Jpio /6035 SW Pacific Ploy 111111ME IA EMm ram • Engineering CLIENT' 56 JOB NO. 0 • CIVIL — SISTJCTURAL : DATE" 09 / 00 / 04 BTI_Elch SHEET 2905 SE OAK GROVE BLVD, SUITE NI, MILVAUKIE, OREGON 97267 503-659-9371/659-9796 FAX r a -v 1 /4" y '-ti 112' - t.�����ui�_I�ow�.�v WW2! 1 r �o�41 f , .1 . D d O b ... 1 I . 11 1:F r • - . Elc- Sikr.itit4siVaS s I / 614w 4 0 r 0 4 e. P , 1 .1 , 1, tl / — ,'`� — • I 1 o HALL zn L_ I A 107 ��� 8 -0 1 /4 � : • -Iii I 4 STAIR AY ' f 1 E _ - ‘ -.. If lizaza 3.° / -- , \/ / \./ . / \/ . / \ I k i .1 • I I 48 48. �� � \ _ 3 1 ! 11 , 4 1111 1 4r , _ _ I r � ; -1 l I I RESTROOM I! I :, 1 • i I I i r L :is J° ...... m f am ow mili ai '01 LAS 70_ ... Q ® f — i 1 105 1 48' i -. Ai 22 I I 48 \ 8 � i • 4 a a • I VP "' S W D�f 1c. L _ J I Coo 35 SW IFI� *WY 48 , 8' O PERATORY K-1 44 Gi 105 n j a�2'CC e4 _� • . 6 • - . I1 'alo 1 _ d4 - 14 1 .& • • • •. • • . • . • • • • Dr Sepp r:4ntai Office . . . . . .. . .. . . Main Floor Wails • ''''' • • • • Wind Perpendicular to Ridge " " '' Wind Parailel to Ridge Windperp .Windprl = •1293 plf 112.6. • • plf 20 20 3 • • • Wa I • • ten(ft) " Force(lbs) Stress (plf) 1 14 1126 86.4 Main Floor Shama Is Above the Garage • 2 14 1293 92.4 • • • • • • Use 112" CDX Plywood 3 14 1126 8�4 Nail W/ 8d @S" O.C. Edges • Plus fid . 12"0.C: Field 4 15 1293 86.2 • • 4) • • • J • EIN MEDI Ffli TE, B enc h mar k JOB' 16035 51L1 Pacific Hwy IIHMEMEIM • Engineering CLIENT' SePP JOB NO. 04-147 CM, - STRUCTURAL • DATE' 09/08/04Byl.elstSHEET NO. • 2905 SE OAK GROVE BLVD, SUITE NI, MILWAUKIE, OREGON 97267 503-659-9371/659-9796 FAX • • . . . . • • . . . . • . • • • • • Overturning • . DL • • p P = Overturning Force on Panel . . . Mot Overturning Moment • • • Mot.= 8- : 8' Mr = Retittirig Moment Mr = - PL Lee • • • •• " ''' • • 2 • "si. (213)W:A +Mr . • Len - • 4. Len • • • • Note : For Overturning An Only!! Some Shearwalls qualify as 'shear walls with openings...' Per UBC'97, Section 2315.1.2 Wall 1: Dead Loads: • • ' 20 Len•:=•20 • ft Roof =•12.— Roof 120" 'plf ' 2 P := 1126 Floor := 6 P • • = 1.1�3. lbs Wall =94 plf DL Wall) • Mot := 8.P Mot = 9.10 ft - lbs • Len Mr := DL . . Mr = -410 ft - lbs —.Mot Mr • 3 T '' T = -210 lbs No Holdown Required for any := : • . Len.- n 25 3. Shear Walls elements In Wall Line 1 JOB1 I 603 S . SW Pacific Nuly 111111111ME' .Benchmark . CLIENT' SePP ,j0B Na 04-14/ isjoissmv . Engineering: • • CIVIL — STRUCTURAL DATE' • if"9/08/04BYI .hSHEET NO. • I 2905 SE OAK GROVE BLVD, SUITE #8, MILWAUKIE, OREGON 97267 503-659-9371/659-9796 FAX • • • . • • • • ... • Wa 1.2: Dead .Loads: • . Acid = Root = 24 plf • 2 Len := ?0 ft • Floor := 0 1293 • .W . 11;10 w plf • P= 110 3 lbs DL := k .(Roo + lair+ Wall) Mot :- 8.P M t = 1.10 - lbs Len Mr := 2 Mr = -3.10 . ft-lbs !Mot + Mr T T = - • .10 lbs No'HoldOwn Required for any Len - 0.25 Shear Walla elements In Wall Une 2 . . Wall 3: Dead Loads: • • • 20 • Roof = Roof = 120 plf .2 Len := 20 ft Floor • • P := 1 , Wall := 12.8 W:all 9$ of P = 1.10 lbs DL := - .(ROOf + 'Floor + Wall) • • := • Mot - 9.10 - lbs Len Mr := DL. 2 Mr 7 -4 1 ce ft 11)5 2 • • =•Mot + mr 3 : T := T lbs No Holdown Reguirod for any • Len - 0 25 Sheai Walls eleMents In Wall Une 3 • IMMEIE iTFT E Benchmark JOB' 16035 AU Pacific Hwy • Engineering 2 CLIENT' SeOP JOB NO. 04-141 • IMEMMIEem - • civn; - ErraU CTURAL DATE!' 09/08/043Y1 Rrch SHEET NO. 2905 SE OAK GROVE BLVD, SUITE #8, MILNI/AUKIE, OREGON 97267 503-659-9371/659-9796 FAX • • .... . 1 . . . . . - . . • • ' . . . ' • • • • • • .... WaH 4a Dead - Loads: . Len •:= s ft - 4 Roof z= i2.- Roof =24 plf • g . • • P := . 7 Floor ::= O. : 3 : • . • ... P-= 647 • • • lbs • Wall ...= 12.8 Wall = 96 plf • DL := -.i.(Rod + • loor + Wall) • • Mot := 8.P Mot =. 5.10 ft - lbs • Len Mr := DL. 2 Mr :,-- -4..10 ft - lbs 2 — 'Mat. Mr T : T = -51 lbs Na Holdown Req ulred for any Len - 0.25 Shear Wlls elements In Wall Line 4a • • • Wall 4b: Dead Loads: Len := 8 ft • 4 ROof ;-7 . 12.- Roof = .24 plf • 8 • • 2 P := •1293 • 16 • Floor := 0 • • p • = 647 l bs Wall .?. 121 Wall = 96 plf . , 1 . • DL := - I .(Roo + Flor +. W1) .. Mot.: 8.P Mot= r ft lbs : Len2 Mr.- DL. ' • - 2 • Mr -4 it lbs 2 — Mot•i- Mr 3 T : - .. T = • lbs NaMoldown Required forany Len •:.- 0.25 Shear WOO elilmente:In Walk Wm 44 . . . . • EIMEINICIEE B enc h mar k JOB' 16035 PacIrIc 1-kuy 1111111EIV Engineering 3 CLIENT' SePP : ' Jo No, 04 EMmmas G . • • civm - STRUCTURAL DATE' • 09/12 SHEET Na I 2905 SE OAK GROVE BLVD, SUITE #8, MILWAUKIE, OREGON '97267 503-659-9371/659-9796 FAX • 9'-5 1/2" 9'-d 1/2" — ' . .,,, ,� 4 • i �� a iO - d A /2.�c vX rvYlro 4 I I .- I I ©> I l■ /4.1:6`.. - /JAW 4401a0 1 7 l 0 \ • iffr....... 4 : rl dt,IL ara0,0. �. . milmm, 1 a i c \ HALL 1s r • I ! 5 A.. 1 07 . _ — I A5 Q j STAI�AY r y ( I / 4 s .,, 6 ..., 1 , • .- • .0. .. • • . • •• ., , V, 3 • \ / \ / \ / s :/ \ \ / \ . \ f TI 1 9 48. gyp■ I r �O T I 48' I _ — ! . i I ' I i RESTROOM I I . 1 4 r L ,- Fq — — L _ i \ — ;: 108 I dim ... . - ® 4 .. . fp MN MI NM IIIII .- . ,---7 . . 14311 •`� .. \ * LA8 .7144%.. , I105I A 1 i • • I I / / 48' r Ib 4 r d / v • i C . . L _ • v't.. crr ...�«o. OPERATORY cocoas S1a ;P1l�•1FK. 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'` 4 •'. , 44 *tt.iVt; • ...-:.:.'; • • 2. :' '• - .,:„ .. ,:',. ''' . • M iTI RI M E la •-•1!, '•ngineering '.. .. '... CLOOP4Tg" (ProfP • . ' '? ' ' "-P ' JCII3 K 4 '4 len .•-.' ,.,„, . 1 - • • • • 1.• r: , .,. ,, -• .s. ;,--,, • ,: h_,. ,--,;'.;,••:, . .,. • I :' .1 cmi, - ersucrulta - . - • DATE' ' 1° . T.I.V.MSmEET 1 •Na T- IP `- ; -', ; ;:,. i ..i_ X. - ' ": • •-' • •' . '' ; ! ,, ' 4 '' ' ' W k ik.' .•'-'-''• '• .' ''''' :: ' t '"-, • ' . 4..' AL 1 2905 SE OAK GROVE BLVD, SUITE iSIN, MILVAUKIE. OREGON 97267 503 FAX ." • .. , : ' • - • ! • ".5}.•7 444.1 ', : ' , 4 .4t.. ,,... • ' "I' •_• ' . . . • • - .. - • . . ' I ; -&'-':', ''',,. ; . ' . ' ' •'. ' ..• •: V i•" ' - ' .f .4 :.: . " ' I • • . , ' ' 1 . ' 4' ;- + r--- :_,.-. ....- --A.i„ ,.. ,r. • • .:.,- , 1 .. 1 • - -.,. if . • • •• .. ... ,. , , • . . .: •••:.,•. ,. , .. , • " , ,."'...4-•-• . -. . 1 I --. i. - . • -.,..,;••• ....,, 1 * ' ' 1 ; "... ,' - ' - r.: ' • 1 ; .