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R CEIVED /14 ST o 2 o��- ood©� 91/46 1aA( e SHEATHING SCHEDULE: MONTAGE BLDG #5 /4 5 r AO/ 2.- p- p5 91/549 sJ '7 ( ✓-t J N 2 6 2012 Roof Sheathing: 1/2" plywood (32/16) or APA rated sheathing .ti( 5T - o 2 ©1 a — C ALP 5sy 60 Z 5 w q o2. �( BU I ILD O G TIGARD (Oriented strand board (OSB) or plywood okay) /45T©/ — c ocz -p7 y y & � g � 9 Zks�( 4- ✓e- VISION With 8d corn nails at 6" o/c all panel edges And 8d corn nails at 12" o/c field. (Edges may be unblocked for shear) (240/180) LATERAL DRAWINGS Floor Sheathing: 3/4" plywood (48/24) or APA rated sheathing MONTAGE ROW H O U S E S #5 With 10d corn nails at 6" o/c all panel edges And 10d corn nails at 10" o/c field. Tigard, Oregon (Edges may be unblocked for shear) (285/215) Exterior Walls: 1/2" plywood (32/16) or APA rated sheathing (See Note below) Bayard Mentrum - Architect (Typical) With 8d corn nails at 6" o/c all panel edges And 8d corn nails at 12" o/c field. All edges must be blocked. (260/365) Special Walls: 1/2" plywood (32/16) or APA rated sheathing (Type A) With 8d corn nails at 4" o/c all panel edges And 8d corn nails at 12" o/c field. All edges must be blocked. (380/530) DESIGN LOADS: Special Walls: 1/2" plywood (32/16) or APA rated sheathing (Type B) With 8d corn nails at 3" o/c all panel edges Wind: 95 mph Exposure B (ASCE -7) And 8d corn nails at 12" o/c field. Seismic: Ss = 0.85 All edges must be blocked. (490/685) Seismic Design Category D1 Party Walls: (2) layers of 5/8" type -x gypsum wallboard each side. Base Ply: 6d cooler nails at 9" o /c. y Face Ply: 8d cooler nails at 7" o /c. Block ALL panel edges. (9oo) IBP Walls: 1/2" (min) gypsum wallboard both sides with 6d cooler nails at 7" o/c at all studs , plates and blocks. Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia X 12" Anchor Bolts at 48" o /c. _ T� COV�� (Typical) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. RA Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia X 12" Anchor Bolts at 32" o /c. (Special) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. Job No. 6090 Hurricane Ties: Connect each truss or rafter to each support with (1) Simpson "H-3" or "H-2.5" tie. TIM COVERT P.E. STRUCTURAL ENGINEER 1750 SW Skyline Blvd Rm 221 Note: Wall sheathing must be installed "continuously" (above and below all openings), typical. Portland, Oregon 97221 Phone:(503) 228 -0426 S I 9 srr1 k 4% 6 ■10 > f ; STi1ol, Tip. fit` _ - S_ il 4) a k - L p r STRAPS: • = Simpson "MST37" vertical steel strap. . J IJA1L(tJ 4 TePE. if it O = Simpson "MST48" vertical steel strap. 3 ` 3 r Id 7: 1 1 0 'Flii tt = Simpson MST60 „ vertical steel strap. r4 ilii tt, O 4', ;9 0 I HOLD - DOWNS: L, = Simpson : : HTT4” ho ld -down w/ „ 1/2 plywood one • Simpson SSTB16 L" anchor bolt. - -Y � - �ii ' , �wt- P side continuously T .,t: t-: FF'ri 3a - ' ,, f- v . i .4 ' } installed...above w A VM Provide double studs at each strap and "HTT4" hold -down. • and below all f openings, typical. 712- A = Simpson "HDQ8 -SDS3" hold -down w / 7 :_.,_ -. Simpson "SSTB28" anchor bolt. * -: i? 1/2 plywood one Provide 4x6 end studs at all "HDQ8- SDS3" hold- downs. _ side continuously . t, : fir installed...above I ' and below all i y openings, t . t }y 9 , typical sEE ci. 3 4-xi, s►J b 0 z_ I P TY P. ii Fyy 4UCruR �3 il 4 4 5 � ��p PROF t • I A O X9381 p c • .„ V I ` . I OREGON . 2 1 ) " 2 2 . 0 1 1 , SPgct M. PLY (.40c 0 T AM C0 . Tim Covert P.E. hiA(C4Ki4 THE "A" I RENEWS 12 -31- 2 Structural Engineer STRAP VEo� To u ° 1 T W/ «µ_T37 " 1750 SW Skyline Blvd #221 s 2 Portland, Oregon 97221 FIRST FLOOR SHEAR WALL PLAN: I(�S�(;O`` e ' — II MS -r4-8" • Z 0 0 (Typ.) 1 ' x p ;, -g.. ` v 4 — ..�— — s LI . • =t,.76- —1— Ri .___ e Lioe of WAct.t. 0 i o vJ STRAPS: • = Simpson "MST37" vertical steel strap. I . 0 = Simpson "MST48" vertical steel strap. ,-:---4. (SP r kE n ma a , A = Simpson MST60 vertical steel strap. * !, 0 P HOLD - DOWNS: = Simpson "HTT4" hold -down w/ (B p . T . ° Simpson "SSTBI6L" anchor bolt. -S ;:. bI plywood one Provide double studs at each strap and "HTT4" hold -down. 3 side continuously M stalled... above • and below all Q = Simpson "HDQ8 -SDS3" hold -down w/ 4-- openings, typical. Simpson "SSTB28" anchor bolt. ''*747 . ti Sa [ I , . Provide 4x6 end studs at all "HDQ8-SDS3" hold- downs. n gig: 0 1 1 x U cru . rte •` ���p PROF 12 4 c % X79381 '` ,=, OREGON , �r� _" x.. . _ y- rte: - r .-c ` Y e r 22. ,9 _ Wit' ,Ft : E ...3... -d 1, `- �'%Ct' = e L RENEWS 12 -31- 2o13 . I` MST {-S •3 .7 N_ FL.0 if Tim Covert P.E. TY P- e a r� n v • Structural Engineer SECOND FLOOR SHEAR WALL PLAN: 1750 SW Skyline Blvd #221 S 3 Portland, Oregon 97221 * PPM De Zx tn So oLt (31.0C-@-( e.i 4 UNDER— /AL L, piv2T tTf d +SS. 1 /2" pl ywood one side continuously ` tt 5 "(T37 II (, installe mum w and below all • y • ;.,,v,.------ openings, typical. r ix4 : $. 0- Ft--; aY� STRAPS: • = Simpson "MST37" vertical steel strap. 0 = Simpson "MST48" vertical steel strap. i8F (bp . A = Simpson MST60 vertical steel strap. - 1 G Ti P. CA., HOLD - DOWNS: Q = Simpson "HTT4" hold -down w/ b 0 Simpson " SSTBI6L" anchor bolt. y 1/2" plywood one J x j- side continuously Provide double studs at each strap and "HTT4" hold -down. installed...above 3 = „: and below all ; openings, typical. Q = Simpson "HDQ8-SDS3" hold -down w/ Simpson "SSTB28" anchor bolt. X ' =_ • • Provide 4x6 end studs at all "HDQ8- SDS3" hold - downs. c.... • a M I . s t cu Yom; v c, R 4 U 3'41 4 R x�, � PROfe i ,4`` c�` ! - A : V \ G I NE4 �� } WALL 4 r' 938 "k- ti C3 E LO zt tztz . OREGON :Ai -‘t`.`% s ak ., Y 22. �� { r " : ; " COVE Y 'ski` RENEWS 12 -31- Zola • ' M ST3� (TTlP) ' THIRD FLOOR SHEAR WALL PLAN: Tim Covert P.E. , Structural Engineer 1750 SW Skyline Blvd #221 1/2" plywood one } . Portland, Oregon 97221 side continuously S4 installed...above and below all openings, typical. ' . I J ARCHITECTURAL GRADE • COMP. ROOFING 12 1 Irk. .I 1111111111.4ilAdillb:1 1.___ ___I - pi-- . -IN, _ ..... — •—• —1.1 -- Eisaam —e—r- I iiz.'? A@ 3 - 1 « . � r �' ' `mom • e M • (---- , k„ U U U U U U U U U U U U L �t 1 . I U i i [Hi 'II If! 1111 _ III 1111 e . << „ MST4 - g I A . 2 MST '� :" �' MINI/ c()) .LL.t nsT3'1 _ ' d _ . , MST$ F- — `E i a ! w hi r ._. ..... .�: H • I lN 5137" C : i O C� O _ �( I I i I I I a _ 1 C ill I l u I I, I I I I l I 1 ili_ __ — � � �� MOM '•`o_ �v��s 1 ■ ms s° yes �I�' MINI �- 1 31 MB 1 s_ _ II •���orl v. � o���o- F. � � �,a��sVai�v4���os-s�� �1�s-ww�li�� �, �n1�% • ElletSiaiaSni �Z I I I I Q p Q -_ �� a46o••...iio-am=tilio ! . • o in■e? ii oio _ OP i F ON ELEVATION R qv ,�4LY,4tlOi`l M.Dc9B- ,< / 4. S p TO * iTY P) I+D Q 8.- - TY P_ ', T E ! f CO,. y u C T U R q PROFF Tim Covert P.E. GINF.n_ 9 ht • Structural Engineer #9381 1750 SW Skyline Blvd #221 r OREGON Portland, Oregon 97221 S 5 l,M COO RENEWS 12 -31- 2013 Iry E ( -its s) 1) 1 L. . o �t o,.I _ � 1 i2'' P t•Y , a W Y C, u 8 A cam . I.l�rl l,S StµPs ,.►.1 A-3 /� PR M 1144 Gu P 5 e- 6 g d C (_ 48 "µax. o(G_ Roo PL`(woop OA. U i E K - "Ep4 ntf- iLcPIG (See- Si- fET/ T - ;SES ITzUSSES la ` 4 S { '4 I OLl Q Q (Al�4G1 ti1 C-1 � 2 � - _ . P �vt p S �-P- PED . 2_ 6 / jfit ini °---'`..,..-J1E-DGE" ...___, . . ... ... . .. , ... y 1, "01.7: 657% • . .. - - NA-a.(Aq - St MPS() , , miiiliwo" CiMPSOvi �� /�35 a t f3 S . CL-( Ps 9, , A 0 (TYPIcAL) u , , . �--_ V2 P Ly t,i O o to . , _ , , (2) LA•t ass 2xef-sTvo s , ; '' W u G1Ps�t�1 . e Icy "oc ' , ' '� WAO I ' S De, S .cgu c r t, R4, - 2X !„ 51� 5 cco PROFF Tim Covert P.E. #9381 � 3(2 3 /2 r'1 Structural Engineer ` ` . / e 1750 SW Skyline Blvd #221 °RECON Portland, Oregon 97221 -* 0.A Got c. 0(0. ° � . 22.19 JA coo —fit "-- RENEWS 12 -31- Zot33 . b • RooF LJA ,e- 6E -rA(L..: (o' 2) c- s ei-ID cjAU ( ,csses p c,c.E.�) Yin QL� � g d am e , " ( K aoF ,, �� a E„ ►./aic.r �, j - '� um u �. P� -YWooD , 7- 117----------- - • .....____- x laVilk 7_ 1 . (AC Sf{o ) ti 4 E „ a Tr6u.cs S e 2f " a (G ) ___. » i Mi u 4 4 ---- - • , -- ---- rP 4 55 ol. FULL -HT S' (-fl:- F -M(0)4 S(/ipSO►, c(= V -TEO cEcLIL\q CIA PS e 2i-J' 0 c_ . ,: X — Irk 17 eacCii- Sipe. it 2: ?��c,.ra °>7 2 . X1 L., -K. I ....--c..„ j X 7 .., z d �-., � - ' z 4 1 How. ti , cut-0.14 1 1 I � . 5 d\cco PROFFss 4 ' �SyGIN �� • • Tim Covert P.E. 4, , Structural Engineer OREG 1750 SW Skyline Blvd #221 PAg-r WAG( vl, 22, igli S7 Portland, Oregon 97221 l af C0\6 - RENEWS 12 -31- 2013 I I S Z WALL, DET'At (1: ex tAIAC,(_ / F Loci ;z sEG� o : ' d (c-n o r.1) -1r Lso o p -`�`" --U- 24-" 6 c -- 'le Putwool --- /fr Ac S4A-otJ 16 d CM- I!A•rLS g x(.. F LA'(' / a r1 D( c. C2) ccvd i3Loe.....v..(K1q cn M. ? es(G 8d. ( 6 a f6._ tAA“..,s. i F TY)- - (2)M iict,s I (2164 COM. i . 2.>..... • / y�I y 0 in IL 1 ate_ i • - , M . P. 1 Set �- 2'° / J o c s � . • . AT Fri p ) • 8A 3 A'� Pt 0--ST 21"111....."-- t, p(�O6(- (F��7 Z. ix( 0 ( b o ( c ST .O�s @ (6 "o(c. CPEJL c +(TECr ) • ( 2)6¢ 01r 256`) /1/4 /,_ (f ( Glp. W!m( (,:C30AR -O As si+ooki 13 6t12- 1 `( (OP) Note: See Shear Wall Plans and Sheathing Schedule. c PROF( ‘ 1 � yGINF /9 . Tim Covert P.E. X9381 l J11_4 S Engineer < 1750 SW Skyline Blvd #221 ORE Portland, Oregon 97221 Y Z =•� - S 8 ' ta RENEWS 12 -31- Z413 I ex T' 1A1 A L _ / F Lo o fZ., S EGTI o kA : 0 DNOR -4kAM - l Pct L— ' . I� PL O n ------ ( i2 ,4 eC- `tI�1100� . IV�(C,S (As SN0W�1, 8 G ioa GbM -ToE hJAi LS M S l'•1 /� (6 a( GoM �TYP• @, 6 "o / - 8 r 0( c. 8de6`rei, ` ...2...- /------ (DA com. Km, G " o(c CAP ) - 0 illi .. 7 1 / 3RD I T 2xlo SOLO _i?-1I 6(.oUG(/ . 4 Z I JO(ST 2 ra y \ e.._&"0(c. / ...........—... (boor,. 8d cbm. 2xt Mfavit--c .1 Simsok 2 r, " L3 &' c�IPs ,„ ED4E e52-00(c,. (ScQ@6�1�') / \ 1 /2." pbyw006 SLID gOoc,K -1,..11 AS 5 kiki (F.T") e ¢S 'ro l d, ti ., S \ ���p PROFFf ^ 1/211 PL -VWDO0 . I . % - -- Tim Covert P.E. Structural Engineer �89 1750 SW Skyline Blvd #221 OREGON Portland, Oregon 97221 ,k,..2.0,, S 9 coo ia RENEWS 12 -31- 2013 0 PA ' J AL L - Sl-t -(2, Uic.-c- p pc P � (4 A L Li 514 C.,) N —) Dam( L-. 2 xc�sr - t s . 2x 'HS'tuoS �• ( 6` o(li . (6 GO @ I (o (c ' � ' (6 A GOM n 1G o � G � - • o (6d Goµ a ((o" • . (6 c.upta ((on o(C._ (()A Gok e G,, o LID fool cok e c -. : - S °LID N D o� 8� 3 Rp o(G G t '!moo -K-`4 2 c tom. . • UI ,,,� ' • © to c • ...- op 1 7/ 2 -, , t ill i 1 / � I . , / 1 If 2 xco �I -2xl 2x (0 I 11 2x IQ 'r - (3,0c.. t l • _ 10.1„,... • , atzr -- s@ 148 f► ciG 8(.oc(e_s .: ,. ` o • BLA -I CS 4� o G. 4-8<< °(e... . , :1120111'''- co • , 5'IMPSo� •� co • , SIMPso� • - c �� 1_5 `% CLIPS • cL30` CLIPS • ' • ‘. e?...efflo(_ . , e 32 G_ (FA . St OE) (EA . 5(OE ) . , 2 xcf-STo®S .' 2 x S 1 - J ®S e( (0 4 0( G. • ; : ' @ t o o G. ., �n I • . 3 , 2 4 r-o : , . . 32 / 3y2° ' .e 4. 13 CT , • 5 '` 4 PR R � � • ' T • (f �v SGlx g • � 9 , ' Q ff ' V . • � /9387 � • Tim Covert P.E. , 'r � , Structural Engineer . , OREG ' i ' 1750 SW Skyline Blvd #221 : •YZ =•v `— Portland, Oregon 97221 "i WO RENEWS 12-31— goo S 1 0 PA(ZT WA LL- EEC - 77 o of (s ecTI o �.1 @ Top oF /�I C' E T� - j wAC,C 0 II :` l K 1" ' is T �G f �(i ALL,. � � olG cc /Z 3I2 Y P (D,A GoNj J 60 o(— u 11 61 WA(,C'6o 3r4 (2) P�c� c Note: Ripped 2x10 plates 3 /¢ FL? c,Jav0_ p must be CONTINUOUS for to Z ip 1201 GOM. T-oE length of stair opening. 4 pm � i3" °(� 4 Extend 6" minimum 3 beyond end of opening. - Lap 12" minimum w/ ' , , , (5 2.x(D coo-r: plates. 6L s �.1 ' _ Y4- pL(J00 - .. - .. - . - . -. __ P ; . " - . - - - - • H (P/E z�'l ,' 2-)00 J o (S T S ' , ill i iiill : , , \ IIIIIIIIInllp , . , TyptcmL 111111."- co f f , r a ♦ t a • , , �,. 2x� ST�0S U6 SIDS — ° lc,. 1 a * ' V c s PRO � 0 � �1GINg4 Tim Covert P.E. 89381 9 Structural Engineer c OREGON 1750 SW Skyline Blvd #221 Portland, Oregon 97221 l/M co'J ' S I I RENEWS 12 -31- zoo 7 ----.\ irri..0) SecTI n �,J @ TnP o� /� C� E=Y�ib TL-- R.00 / � Au., s uri o NI . coin., l <.< DEcK i UNIT - (Dd Gom. e 6 u 0(G 3 /¢`t pL >((,JovU — 200 ( 2x (p 7 — I L I Moisture I 00 12.4 GoHt . ToE barrier and flashing, 2 PA1GS e__ �� _ By others. e I '2>< ______J + I La .( / .; e , I I 1 1 I l e x�s��6 - S a o - it . 2 . 2x00 \.10(.5 . get rc- 1 . T(ptCA I . 110-j ' / Y2`` PLY woo Da.. ' 7 . 2 1 : , 6 p.r0 kJ � _ . I 2x4- s-r-uos `'c.�rSZ.B I _-- . 25( I ' ' 207 S JDS olG. STSOS L 1. y S c c- PR OF FSf / COW 01.4.c 'k" PLYW 00 D . ^7 GIN 1,-- (ve(u Py or / 9381 • Tim Covert P.E. �� P -OU1De J 1 Structural. Engineer OREGON 1750 SW Skyline.Blvd #221 �`__•� See 6141a 0 0 Portland, . Oregon..97221 1 /4 cOVER SC4-teD4 ue - S 1 . 2 1 RENEWS 12 -31- zoo _ L 5c, Oi.‘ = Sped / L '0e-rick-c(_ ( 4"k_ b e,oS1D STUo) , p �� DE�tc }� -oUSE >si GA �Ce Doo2 SSW - Moisture barrier and flashing, By others. Tie deck to house 4 2 using Simpson Zy� L ______ "DTT2Z" hold -downs inside and outside. — --a 1 /2':dia. thru -bolt et1D / between them. OL‘4111 ! ZX l 5/S x 13 <2 t-- (c--(1,q 7/ I / , I l Gc,c3_ P , ct u D � - (J 2x6 f I �M. U ' II �.�ni i I l �:�!nri.1ii inl iH f I o)(L f e sTU DS li 0( C, ors f c tt ote..._ — ?? ( GocaAG e✓ / Q I Md. ) '.T 1 / I1 p v Od (2_ 5 2xI s opF►.(r ---2-4.----) —4\— ► I1 S) M pSoNi < o n fiuG4-$ PAX lil t i l Si /4 ?so r■ - SDS3 • tii 71 I I-- I ! rLL 1 ,---, r Tim Covert P.E. I - p -1 ' - 6 L/�'�� (cSJ Structural Engineer C - - I I 1750 SW Skyline Blvd #221 - A« _ 1 , - - _ ' 4 Portland, Oregon 97221 - ` � • ` 1 , S 1 3 440(.,'D - Dowd DE" - A[ (� : , (•) • 4 -} 0 C .D - Doi,. fli✓TA (� : (6 d N 1II Vou8t� S-Tvps \ ! Vougte S7vps III ENp o� A c. Si M PsoA1 1111 P Si M PSO.AJ j � o� Al' .y M 5 `� IIII I,✓ A[.c_ PAN E t_S , - rNt P. I' I.-JAL-L._ PA 4 E L_S , - I P. L (S& Pt..4�/) . L!__. (S P�//) . errs a �s C IIII (� \ III rc� ZOD . 3 , •--- ----** ai. 0, --:-_, _i . .. . . .... .., , " • I ill 2xt(�[ 2xto` JI I r-- 11111 � • 8. _ i :, a A - 1 -.-_,.. A ...,.. Iil ,..,.. , • L ° • 111 _ _ . 4 UCTU R _ � S p PROFF A e � I Ng c4 " C' A93 81 Tim Covert P.E. Structural Engineer OREG 1750 SW Skyline Blvd #221 " =2.0 Portland, Oregon 97221 tiR colt0 S 14 RENEWS 12 -31- goo3 . Roo- Dow&I !ErAL(,..r . (A ) , 14- o L D - Do LA .1 K.\ ?L rJ DETT t L : • pouts Le S7uos . Sim FsoAJ EJ' Ds o f A- c.c..- �1 MST�o �, �.rAL — VA1 , T'(. a� (sE PLAIN./ ) . 02 f,10 ( See- O l.JA(•L. > PP' . V z_.__ II :1- r i - v if 7 t ) r ` D • � I 1 ZX(05 • I Q • = Simpson "HTT4" (or "HTT5 ") Hold -Down w/ 3" h i Simpson "SSTB16L" 14 3 anchor bolt. _V a ti ,3 ......, ., � .. 4 S\ c c , 0 PRO 4 - • B9aa1 l • Tim Covert P.E. S T RE Engineer OREG 1750 SW Skyline Blvd #221 °t 22 . 11 Portland, Oregon 97221 t ii COO S 1 5 RENEWS 12 -31— 2013 - rick - t L ( 4 11(6 dip STUD) E}o(. b- pot-if- DETAccLS : `t 14p S - Sl7S 3 0 G 6 P 0 s 1 1 i ol_ 0/4-` 24 0 a ooh DOOR. Z)c. (o OR_ f x� MN t t . 5 1 /$x1 3 <2 . STU i (AS SIE 2 v � , USj -4C S lil <"\ • �— i � — (2 16 A eii- -Far ``SST lei " / - 2 x6 ,� + 4 CAM • t a. cc n�tc II ,��tl.s � s - os �� P ‘, f(0"0/e-- HOLD-DOWN NOTES: L I _ GI:424E- / Q I (TIP) a = Simpson "HDQ8-SDS3" hold -down w/ Simpson "SSTB28" A. Bolt. II 4>c . II ) ✓ I I G (1 Note: Do NOT substitute O I I Double 2x6's for the 4x6. Iii I I gull ?so r.1 • 1 8 ; I, _I SPS 3 4 ...._, _ = I it 7 1 P c.> cE 1.3` �- I r 1 I. 4 ti ! 1 I I , I r b - ' o = e •` c „.0 PROF 4 r q 11 rJ6-11 1121 l p '2..x. 4 ` (/A�e. 4 f 8931311 t Tim Covert P.E. �` - I - I I ( • . 9/4 PS • tt SST�Zo 1 - Structural Engineer � ” I , (� � • - _ °REf ` ''SSTB2 g t 1750 SW Skyline Blvd #221 _ I ( '� ( ` ( • • r Portland, Oregon 97221 . - I I ` r ,l T covE - c �� ' r . S 1 6 II RENEWS 12 -31- 2 1 � T(f A 0 slM � � / M I TI'41c. � --1 1T€ � � M L� a ',, "T', . , , - - - '- ;= s�"c. f yi }; J 1 N V i _ ! nz : a x - . '� -Y Ty _ r L __I F J L_ 0 r d; *mow �'9 t -V _ ti ' } ^ i 1 71 ` TT r - fi L r J ✓ ri,..,,,,,, - I .1 { E SL I I .ft--4. 4 concrete slab -on -grade `I . fir:. with 6x6 -10/10 w.w.f. 4 set at 1 -1/2 clear top of slab . ��� (- `�(��OD '' over 6 mil vapor barrie I j_L �� _• 'd ,F....‘„ 8 K X-SF F' } -, J OAI U t r TYPE 5 r I 7 I original subgrade. over gravel fill over firm, ,,t I - 1 = .:, 3 �j or : _ Q — _ _ t °- 3 _ — — — — — — • 42o r — —I s �, y l 'c i' t P3 I y, a : . Fes— l .. ;z. -' _ ��...� -,',% I i fe-(1/4–A 1 /2" I� plywood one : ' Fd -; r 4 ; .' t- p w y �� �� side continuously . t v..xsa 5�ya� v.,1- ; t� a -1dz. 0 Q Al installed...above ;z ;3 i • and below all 9� x T • openings typical.' r s '*°,G . Yoe '+ 1 `. 1/2" plywood one = I- x I I x I I side continuously r= L --� I----- r A ii- i+ -f I . x - - installed...above ;: h and below all D " 7 openings, t yp i ca l . s , i 14 ' 0 4" concrete slab -on -grade Ai '' with 6x6 10/10 wf. 1 r �:.. .w.. r ; � set at 1 -1/2" clear top of slab, z over ravel fill i • tL , I _ o g over firm, 0 II X45; STUD � T/ P. j ma x:_ I original subgrade. I ...._._, 7 7„ ms 4 V C T U R — ' . — — — — — — Jifik ��- � J ` .ate- s_T — z,.- r .� °' r+� '�', ti; d ,L' e j �� PROF( �� t p� �f. 3u F. uya i n. 1't y raL�u ': �_ ., /9381 0 A < < O 0 REG M4' I Te P. r r 22. t Ti P- I RENEWS 12 -31 - NAcc.{�� T7PE " A " STRAP UEc - T-° k : ri A 0 I t t® I A 0 LJ ri 1� _Ail vi-s1-1 W/ I�ls7 , - L _ —J L _ i L _ J FIRST FLOOR SHEAR WALL PLAN: FOUNDATION PLAN: (LATERAL) SI 7 L _ (-}OLD 00(4Kt 1.oGA71 0NI A s- S� FOOTING SCHEDULE: Capacities based on 1500 psf jZ y o. �� 3'- 0" square x 12" thick 13,500 lbs. 2C (o S c2 I & O J T • with (3) #4 each way at 5" clear of bottom. 1&PA. %i (PF— (i 2-) P: T: 2)d, PLATE, kJ/ 57S"4 BOLTS. Materials: Concrete 3000 psi at 28 days * 0.-1....n4 -- Portland C -150 • • 5 -1/2 sacks per cubic yard --:_________ (2) I t 4 C° • Aggregates per C -33 �� - OF WALL 3/4" maximum aggregate size \a .t{ Water per C -94 '7 = Concrete Temperature 50 -90 F �}- / 4t c { - (. (/ 7aZ Air Entrained 5 -7% 2 N ? / , Y 4- r -24.n 0( C. (ct) Note: The concrete supplier shall assume full responsibility for the mix design and the \ , " . \ , overall performance of the concrete. - - • - . NI Rebar ASTM A615 Grade 40 , s b _ - 6 M b eV/6140J N v r ..- - -� «. 2 _ Corner Bars Provide #4 x 24" r2 corner bars at all /�1 /MFA�jd v continuous bars at all corners and intersections. o t CZ) # 4 G ,, _ _ IE r \ 0:4417 Concrete Slab-ob-Grade: �j ( B rs ` _ • Cte Slab b- Gd 4" concrete slab -on -grade with 6x6 - 10/10 w.w.f. S _ set at 1-1/2" clear top of slab, over 6 mil vapor barrier -- t . . / / . / over 6" minimum gravel base over firm, original subgrade. Note: Vapor barrier not required under garage. * Note: The design of the foundations was performed using f c = 2500 psi. �� h 3 000 psi is required. Special Inspection is not required. _ 8 . . • ' t' 9� ¢ „c„,.. • ����D PROFF `' C Pro) � o �1NR 4 Tim Covert P.E. #9381 Structural Engineer 1750 SW Skyline Blvd #221 Note: See Shear Wall Plans and Sheathing Schedule OREGON 'It r 2I. X911 Portland, Oregon 97221 for Anchor Bolt spacing. T,M co-0 S18 • RENEWS 12 -31- 2013 PAS," -( WALL SEGTo#J : 5 PEA( METEXz -- DOTAI 0 -... 2x C. s 0 s e (( o n o (_ r q fLT( r W AL(r LIVING -� %2 11 P �`tw000 jL1V l t� 1G L 1V ( IJG 1 I � PT 2xt o pLk 5/8"47 X 12 " w 5/8" + A .. goLTS 7 --- A. $N-TS 4 (( 6.- 4 1( Gouc2sTE s(. cl B -014 - ,zA -OE t� w 0 ( 6x(0- 4 • w •F -4_■:::Ei. Nc---g■r- .......k C t4, coo-r: To OF WALL. x , 0 11. C2) !.o•�T x k x • •- • I TbP of WALL - Z I ,� � oe . i �}" -z a' ` J _ vR - r�@ 24' G cb - c - Z y /if/ - 60 0 • Ir4 v s� N 4 �PkG L(NE �., ,...,...‘6,c. � o R(01) ' . , % -- •• � I • ' (OS VLA - Tlo�1 / . ° I 1 (klegIFY W ( , r Aft N T— l (z) 4- 4 C4N v • 3 GIBE Z - e f c-Le . e — l a / - / ,' / o f 6c �\ g (� 5 n `l G � lS ( � li / � cr p , r . / / / 1 5 Ep PROF 9 r / / GINS \/ 11 0 1 • (p -) # OREGON Note: See Shear Wall Plans and Schedule . tt , 22.' for Anchor Bolt spacing. 70d Covo6 S 1 9 RENEWS 12 -31 -20(3 SI �c, PLA r Co PA-1?---T LA (A. P A�� N LJA L(_ SEGTCo : GA G ES ( I / - 3 , I I ' SI /a t �' I y ¢ , x 5 / 8 " PA�zy 1 3, WAIA, - I I _ , 16ARA6E 1 OARAG E 1 . • • . PT2xt oPt,ATE N 678 A _goLcs • , 4 Q) + - 0 U U • + 0 O O . + . • 1 � b.) ti (2 #4' coK\ c TO OF (AcALL • E _�, y :rgii=44,, • i - O 0) a ` ) a`) . cp O a) • op I • . C OC CO X I ( X v 6 4+ L Ve z4-" o/c_. LWE. r -- 2_ . —(D--74 . • • + RT. 2 Xt t7 � � el• al 14 Sc c,L ......, L • 0.)-4-4_ G7844) A. . got✓T5 ` , p ` ' • CZ � r • ,, coo-r. 4-0 o G 1 3 ` CLEAR. P . ► , 141 / / / . O F g° °r1 �I • J s�8 E.5" it./ • -- S 7 8 tl 1� ` II / 5 s , P ROF F f t i� 1 1i �/ q1/4)‘ r'� /� II S �yGINg S e 2-0 Tim Covert P.E. (Pc- Structural Engineer I � C=� 1750 SW Skyline Blvd #221 l D. OREGON Portland, Oregon 97221 i '4).22. 0 ( Gp I1G. Pat cm.0 WAC-C-) RENEWS 12 -31 -20(3 1 _St DETA-I L ( G —� 4 E. SSE P : Q SEGTi o 0 0 S( 'C3 > 'D.4 e: , v. --1--4, 2x (o s S e j 6 0/c Yz -� P.T. 2xG Pr.. i e GARAGE 1 5 /8 "4> A - (3OLTS ` ILIV/k1C71 STTp H-T. 6 d —(b (t o w . c..>. F. ------t 'l .. To?oF WILL ( i �+I --.§. _ • J x x x .s� •_ - b, �' / V '� - -� - - -- - N `I AkR,G{f . l / /, t il/ / y / O q$ mAx (2--)-#- Go t`17. c� . l . . ° IG �, CLEF .. / . @_ 3 // /// (2)#4- coil 1 r ll 3" clear, be oM f ( R L ) Or 4n 8n 4 4n • r1 / • / • ` - Al,(, tf %03TAL R.,BAR- I � ! l6O 4 ucru R (FT 6,) SS PRO/J ` GOUT f.J l4E=S (►JTo -Ti4 srEJ`1 )A �• \ G1NE Q c. 9 38, AND FOa 1 f r.(q. n Tim Covert P.E. ��� 8 S ol tructural Engineer ON 1750 SW Skyline Blvd #221 °�Y OREGON N (CON'r: Pr Portland, Oregon 97221 T/M CO\A - RENEWS 12 -31 -20(3 S21 SHEATHING SCHEDULE: MONTAGE BLDG #5 1 So( Az'ap Foo ci iq� Sec-no,J • Roof Sheathing: 1/2" plywood (32/16) or APA rated sheathing (Oriented strand board (OSB) or plywood okay) . With 8d corn nails at 6" o/c all panel edges And 8d corn nails at 12" o/c field. (Edges may be unblocked for shear) (240/180) ( / F.T. 6.y& paste Floor Sheathing: 3/4" 1 plywood (48/24) or APA rated sheathing I With 10d corn nails at 6" o/c all panel edges S(MQSo►. And 10d corn nails at 10" o/c field. nG , « (Edges may be unblocked for shear) (285/215) c( << u ( S(N(ps0►�1 �G!i I « G� 6 I. 4 Exterior Walls: 1/2" plywood (32/16) or APA rated sheathing (See Note below) eCG� I W QAS - (Typical) With 8d corn nails at 6" o/c all panel edges C okJ) ( `Co km\ And 8d corn nails at 12" o/c field. I O ! ( � C>✓NTEZ OF All edges must be blocked. (260/365) O ( l Ll Special Walls: 1/2" plywood (32/16) or APA rated sheathing —46 r 1 J (Type A) With 8d corn nails at 4" o/c all panel edges el ( l t _ e And 8d corn nails at 12" o/c field. 1 X_ f A edges must be blocked. (380/530) A- — _ _ 11 , (2) #3 cc.os� Special Walls: 1/2" plywood (32/16) or APA rated sheathing 4 II (4) + L. 1 • (Type B) With 8d corn nails at 3 o/c all panel edges RC• �' Ue-T -S • . And 8d corn nails at 12" o/c field. '�_,. a^ ��4. _ ' - - z, All e dges must be blocked. (490/ 685) *) 1Il(i/ �' - - r - . ` 4 _ • ` , ( - - Party Walls: (2) layers of 5/8" type -x gypsum wallboard each side. .0 , , 4;' 9 381 -` ^ • ` Base Ply: 6d cooler nails at 9" o /c. ��'_ (N1 ? ` F Ply: 8d cooler nails at 7" o /c. REDO ~7 • . Block ALL panel edges. (9 ` , 4 22 N 9s x , ^ -• ),/ , .L �" /// i M COV (3) #4- 0 • IBP Walls: 1/2" (min) gypsum wallboard both sides with _. __ --- 6d cooler nails at 7" o/c at all studs , plates and blocks. ExPiR — 0°414 WA'( e 5K ot,wNR-, Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia X 12" Anchor Bolts at 48" o /c. is f7oTrohl 1Z (2. (2 (Typical) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. MA lY Ptcvtc.. 1-04 6Ac.1.1 Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia X 12" Anchor Bolts at 32" o /c. rri (ti_ t, (Special) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. L'Ll SQ. r Hurricane Ties: Connect each truss or rafter to each support with (1) Simpson "H -3" or "H -2.5" tie. Note: Wall sheathing must be installed "continuously" (above and below all openings), typical. S22 L 3 I ^ ___40) "29 _ ."� —"31 "32 _ is I S 02 W � \ (--- S' -II I" 5' - 0" SIDE WALK --.4111) 182. 8 L% DECID SCREEN TREE: 91 � L�il�iy 11.00' �� r �1 7 g R1�, .30' • P LAN : 28' 3 SITE BU ILDING •6 I DECIDUOUS ORNAMENTAL TREE: (STREET TREES) B SCALE: 1 " =30' ' - FLOWERING DOGWOOD 3 ` ` - EASTERN REDBUD 1 a TRACT • MONTAGE ROWHOMES 0 �, a w / II • TIGARD, OREGON O DECIDUOUS/EVERGREEN ORNAMENTAL SHRUBS: Q _ Z • NORTH - OREGON GRAPE Y � ^ 0 Q 1 m - FLOWERING CURRANT I \ �_• J ! 0 1 - SERVICEBERR7 'r THE CIVIL ENGINEERING HAS BEEN COMPLETED - SNOWBERRr - '7 F ii al CONNECT SIDEW LKS AND APPROVED ON THIS PROJECT AND THE GULF GREEN RAPHIOLEP515 UTILITIES AND PAVEMENT ARE IN PLACE _ BUS A H NO CTHQSlEFO1L I ,W {1 f TO EXISTING . r j ORNAMENTAL GRASSES IN OPEN AREAS WITHOUT = } M . � v I / DEVELOPMENT THERE ARE (4) BUILDING TYPES AND (4) MASTER PLANS FOR REVIEW BY T l ' I TREES OR SHRUBS :.mil,► 5 aft 0 0 i r EE11: 19 .?f �a _� is / . n` ;' �'- I HE CITY 'Cr !•7 1' 11 �l p l 0 ��< Z � \ . - • " PERENNIAL: 11 / 1 �i RECEIVED MAR 7 DAYLILY �0' / 0 , . / CITY OF Tlsr PROVIDE (l) 4" ABS STORM O r , •�' y 1 0 0' - 4.14' jive, P I L d ' �� 16, 1:1 1 < , ; ..� 30.00' MAR 7 2012 BUILDING DJ uNWER TO STREET MAIN (EACH (n 1„ j l . I 1 11 1: >� � 1 . •- O / LOT 4 PROVIDE (I) 4" PVC SANITARY EL. _ maim.; J k � � ' -, Cn ''' - ... =.–__.–. SEWER TO STREET MAIN (EACH 30.00' � � 1 6 • ` Q' f ITYOFTIGARD "CEDARBROOK FARM" UNIT) I '� j �. : : UILDING DIVISION PROVIDE (V I" PVC WATER LINE I , "9 "� 4 .64 ' I; \ I ! : : %o - 1(.+ S.W. SUJ 92nd AVENUE W TO METER AT CURB N SIDEWALKS TO �� e, I - CON ECT (EACH UNIT) ��/ HALL BLVD. � �'.' 1 O STONE BUILDING • .2 a 1 � O FIRE TRUCK % ' . •' PROJECT _ • ACCESS ONLY _�� LT 1 L. •26 LOT _ _ SIGN 1 EROSION CONTROL FENCE .tr -� %� (WHERE REQUIRED) E L. r I ( ./.,4". - v ' = H �P / �- O Z 3000' 0 O ® ` 0 0 �! n/ � .. 5' -0" SIDEWALK .�1� � =� 5 � LL — _ _ S 0 2 ° O(.o '5j' W _ a �a ii v a 116 v4- Fi6 4 �e 6 c ik � 0. ' _;, :k__ 1 / - - �d 1.88' - - � �� � : ; ►. � W W (./?/ ______ - o S.UJ. 92nd '� - L - � P Q; - � Q O - AVENUE . 't 30 .00' a Q ;- • 6TN + - // ' 9 'i�1= `� Z 1 0 • r _ 5' -0" SIDEWALK 9 ∎,_ `' ` - I - / .� / — — 0 82.81' 61 e % 5' -0" SIDE ALK ' ` 4 0: - / 0 19.0 _ ' 8' -0" P.U.E. 1.,, �J _ — — — — 1) 9.5 1 1 C , tt / . �� / , LOT / 'IV ' ; a 0 �� T - — — — - —o— —� — — — r g a r I / 63' 1 TRA z • �° e N 18' 0" v LO 0 a LOT kilVIANIF �4' �� Mg* � � _ "12 N 118 0 I S 0,• -,........2o4 � II 1 _l0 LOT `�� _ '" ,n � Q J 82,18_ `r ` r # pry LOT 0 � i >0' CWS TRACT if - v X11 0 J L .n —� OT �• BOUNDRY CO • �� i; ® 3 v °23 0 O C S '• Ari c/ 0 1 LOT _ 1 0 ( 80.49' d=I ;i1 TO BE 5' -0" 1 ALL SIDEWAL , L m o LOT � � _ � ?� 14111111ir 5 — � � � u11DE (TYPIG L) w r 0 4 tl d p N q1 Mr Q c ) i 3 I LOT ; Q J YLOT TT L OT I " Q tal...7. I _ 1 1. 1 9 AIM �� m _ (.4) _,. - v 0 I 8' BEN H .. / e 4 OT LOT LO �m� / TRACT C� "2 18.35' - � N "8 _ X14 ® �. ,�A„ 1 ! - z� .5 0 LOT 9 • z O I 1 O T �, ,o _ ' TOT LO71 W/ 0 ( eI � ri N a 0 N L e LOT �` SUIINGS PLAY I. 1 N o i`1 = .s..0 #13 0 0 1 I STRUGT RE W/ L am— — L 18.35' _ LOT N 0 BARK SHIPS 5' -0" HIGH DECORA VE " f 15.49' o `" , N °I9 0 BUILDING J a z.la' _ - d N VINYL FENCE TO RUN ,� 02 ° m 6'S1 ALONG TRACT "A" I' -6" BUILDING 458.8 -f' N SHEET No: 1 _ IL FROM PROPERTY LINE I *2 BUILDING J BUILDING 47, J # c • *3 "4 CONNECT SIDEWALKS T. 1 EXISTING DEVELOPMENT r ) X1 5 T 0/ Z - o- crc7-c 445T o I z- ovvv 5 RECEIVED /114 ST2.0l2- caa - nco I 445T 6' 07 JAN 26 2012 CITY OFTIGARD BUILDING DIVISION LATERAL Calculations / Design MONTAGE ROWHOUSES #5 Tigard, Oregon Bayard Mentrum - Architect DESIGN LOADS: Wind: 95 mph Exposure B (ASCE -7) Seismic: Ss = 0.85 Seismic Design Category D1 1 ,= C�vCTUR9 3' j T / 9381 P '',.. - v OREGON ,\ / - ii Cry 1" 22 i ; _ Job No. 6090 TIM COVERT P.E. STRUCTURAL ENGINEER 1750 SW Skyline Blvd Rm 221 1 Portland, Oregon 97221 Phone:(503) 228 -0426 r. i 1 9 '. 6040 ,..... Moo -Pc4E, 8cD4 :t5 ( -f -rZ bA c - I i • W or \ \ . 1 % 1, 11 p , ■ vli I IIPI r AM I; _ ; 11111111 �c,l,��o! v. m la I I I i m I it n no II 11I�I Si i =Wig "MiI 1!!IIH • - I I 111 I IIIIIIIIII i Mil Al III IIIII ,,� 1 I , } Am Am� I I 1 I 'VI Si i =Wig , _'_ . 1 1 1 a . v ill litlit III • ID - • WM. . l I i - gilli 0 -2 , MINI ' ' 7 " • t .. MI " i l I 101 ! ,.. . � II I 1 11111111V° N IIIIIIIIIII I � ° i 1 f I i Ii = �! 111010111 !Homo ' _ ' !' l AID ill - i IN 0 MIN [ 41 1u . - l' 1)9711- 1 E 1 : 1 1,A10-- • Ul KiO QS MP E-4- xp _ E) • 1 s: (2-- G 12 (3¢ ) NO GABLE • 61 NON STREET X1 FACE END FACADE 1 `( 17 , IN { 1 i? ........... • ___ 11 <�) . 1(7. : .L1 , u _ P,.. IMMII P17 gillIMMIN i0 I — Enos . ■ ■ ■I ■ dm a (3 a) mini Ehjillirib-----EN = IgEr ii mmilile RE11-- ' • —..... — NM Nil — LJ AJ 1.■ mmill■IN a =MI= v u — a C o� v— o =v —ii 1 r on o. � '" _ 0 J 0 . TYPICAL SIDE ELEVATION V' ��, �1 1, 9 �F SCALE : 1/4" . 1' -0" (30 AB SF. & 24- ) CTU >s , ,, , OPFWEs) e - ,, E: , r 5�., : . • g_•:-.4, . .J ,� " 1 011200/1 .,, EYPIRES: __ _ ,9 6020 /4 -( S ( —cg —(Z f 3 (00t13O c/oA t S ( 81 E l l 84( b2q 411._ l l +3 5 l f3( 7�3 (1_8'5.: 33 � $ a -744 c 2(6 (0275_ 22$ '76 12( 6Z 4' ZZ i - " pr'e(J cc.re, To R,00e = 6 17a (374 TO 7u-cR -cc, _ ZS Z (3m) To SE—C°t - 5og2 3 .. 4. . .4 R UCT U Of (L2±29 r 0 4a . 9381 4 OREGON A G <Y22. �cA Gn1 I ' 4 * 5 - I I - r et -(2 CAT - e{- i (A1(00 ( 3' L.c oR ) 5 713 (preh5urc - = 61.5% o n(Y rad-r o 5 264-) < Y . ÷ 24- fug =,3,5 e" .i mss t \ ,4 ;) , xC q k t i F4I 4° 'BF (BP I krN ( ?77 )' O il 4 S J S ti N 0 J 1 r It tr cc 3 i?'i R I 6 1381 . 4 f (6P tA f ci--- k` R zx In ‘ e i ._: s. f. 0 5 C-1-(Q2) _ 36 .. , : :q. 1 _,- ,ti <, ((86) THIRD FLOOR SHEAR WALL PLAN: Ct ` \ bk S NR ' UC,TU -I :G: % PRO, W = (Nil +' V1 105) / 2¢ — 13Q --, 8s 5' f ��. ; "\ CJ :: +- (RI +.5 I - Cr) Pc-F -, to q.2 Pf-c. ' , CO .6 T-- ÷ 21 ez-e XriltF =b: ,_:- - - 6oq 0 I Mov4a. e-- L r -rg -r2 CAT- • E(5/ 4.(C S o.QS F 1>S = O. ?o R K, = '(z_ CP(( 0 ASD thD = 0.7 . o G = o. 07 > , U tT L)EL 61 : KooF : 15 PSF 01 + /)(4 -o + 7L = l 1 34-0 Sr. WAU, = 8 PSG (f7 +4 - (4 = 34 5a R OOF = 14, gicr. 6311(U,S = 3L. . 3eb FLobR _ ) (40)02. -Ho) = (4-, Qb 6 4- FLoofZ r•J 2 'PSF P (AY neo-r 2 0 sF 2 P. . UCTU � O d, R 3(¢ ` PL`( W 00 2 PS �``� °�� ZX (O e «v `A Zy2 PS f 9381 C�ILr►J� 3'(2 PSF _ L� cov = W 3 re EXPIRES: R �� R o �k a 3 Q o L-!9 A'C" L -— t- JTS - - - 4 22 720 2k- 3 (t L UNIT WT - Go, 4- 60 (.07C.) = 45q 3 * 1uh- -1- 3 . (AST k K dcet 70 e ( a 4) SG►ca r- KooP (5 3(' 4405 427, (1 2 N21 r i rd 2'3 (al 4-3 f 3170 (S(d 373 er# Al ( R % 854F 5 # .. 2 � �3 6(� 1109 (9070 ,••;l.•' 9381 .. ` . �", , , DREG � AT ,\ _. _ /41 co 1 1 1 &C) ce 0 I f l P geS az-f rrt" g E e - • 3 g FL-0012,_ CO SD _ 4 3 S 0 a t ( 7 / l e Hu °/o 70 - 1 3 . % N tk Ck tte,i■.trAt-■ ( P- j 6 e r ° e 0, /-t( P.1 7. r_ - 3 0 /0 4 - -------1 1/2" plywood one c% orz d 4-2, side continuously installed... above S ■ 4 -- * - 6.1&-"' ..-_-.--...,.. and below all openings, typical. • ..- ‘<,.--- 1 ri ci . , -.., rt: Z 6 ,7 .0 _ 0 N i 0, ... 16? (bp 02 -5/0 0 • , a no la a em no m39 g AP g 54' ..1/.. 0 LI ,..4 i) kt., _ J k"' 1/2" plywood one J LA oTh Pi Ek side continuously 0 • F:,- 0 plcti B:,_ ,.,. installed above , r r— ek tietkl. 4 and below all ....-. N In nk. e openings, typical. a il ti I ...- cl- - 4 0 , az (BP .....: OS 2F3 EM NV, ,?,,„ zi • (1.3o , g,••• t• .V. k- /938i e- ...... 0 - 1 OREGON .it, ,t41' qtr „ ..,' ItIcn;Utc t /ll COO -_-_," 1,r r, , ,x,-%. • 6, ..,I 0 it - il ..._. ffi..,._.., RENEWS 12-31- 20(3 — 48" 4$ 1\ THIRD FLOOR SHEAR WALL PLAN: n tPO P c i el le , , 4 '. _„, ..t...• ':-." ; .`j ni•li sr f' 647 e lo 0 7 ,....,.,.. \ - -,. 1 ' ••••• ..... ., 4 ' L, 0 \ I - - ' - EX:)iiV__ ..:3 ,_. "......_ ....-----......, ..eisascar~24,14 60,10 Mo 6 S ( -cQ -(2 ( T -8 �._ 1/2" plywood one a 'O side continuously - "ST37 M (,Z, installed...above a ., , - and below all - openings, t ica ky 4 4 '��+/,�I ,.. s_i:TS-' I, K 0 p Igo l8 d II a 421 b _ 1/2" plywood one J .4 = side continuously et t' installed...above } _ ` .. and below all 3 Y x - openings, typical. I Hl LY g (6P -s, CT U UR v. ,1. _ 5 �� �p P ROF£ q y fi OGI NEy� / a ∎14 LFt�..L ;ems % /9581 `'"• 13E1 'Ot� . - n ,,, OREGON r yti " ` 22. s O . - _ ...- i..-..-'.•tr-r,-,--.,..-„,..- ..,.. ,...... i ''-'. 421 a'. '...' F., bt s RENEWS 12 -31 —?.013 7' , . :l 7 j • , .. ` a. I 'M ST3 `' ( Tti'.) aim THIRD FLOOR SHEAR WALL PLAN: , 1/2" plywood one . _7 side continuously installed...above and below all . openings, typical. i ��q� s ___ (q_ T 1 I SEC.ot1/411) pt.0 otL • II PP.Esc P c iqe IA 9 13 2 << ��}}.. s .- :ter: ti co .t n q. U N .. OEM ,,,,,.. vvil - 3 : 0 fasefin to . M - ' Ca RN s ` Bet &T to . . 1 YJ$ 1n �S C T . t o ti . 0 N at€ tl L - -- - 443 1 SECOND FLOOR SHEAR WALL PLAN.. -R!? pR -PE l' * . .. _ 3381 iii a. cove priiiii= I &cog° 1 M.it S 11-(ce —(2 CA I --- • ___. SEGot■,1_0 Pl.. -- (±fY3o 6) :: -5- % j el ---- 378 f z, - F- 6 ci 70 > , 36 ._ ' i MOS 7. T _ 3 1:1 /0 (46070 It (goo)4 24o t% ic presrc,r:eftkl,-‘ t - GYP. 36 ; 3 524- .., • -.a tr- ii kr, — 0 4:16 i ° c 0 ., .. (5, cr -I . , I- - 4 sans to ' S . 0 c 7‘. FtF- 1 0 II 0 n -V -- 67.5 to S 11 . el i.--0 >304 .70 ' s() -- P II ier. 6 PLAit -T 0 . A 17 , kr . . 138q l 1 ::, _ ! <-7-- ki , t; 1..?., :.,1, : cc — I , O v) tO h 0 $ CN) itv,vmswsTigi ;I:p.:0 ‘...- H 101 0 - 0 --- ( ' " L 1s t, / IC- • — 353 , C4-.7 c 2c. ok (.. ev. 321 pLF 4 365 v >34:4-7. --,A - 670 ToTAL, to,10 Go9nc) (3 — ) = 5 • - 1 *3) PRivic ITEssutae, o'.-LT -= 32 lt 2&o) / 938 Z`R + 4t ( 04 7.-- 123.5fLf- --->. 76 ft-F _ ______. ( k - °REGAIN t- 1 tii 4\ CA) 7 - (216 (8 1:- (52 Pt.F ---? q4-ec,c (... (A)1( = (072-/8 2:- 134- 1' L,F --p 03 Pc-F • _Th *-- + 5 Co lt --' axpiREs: mom i 10 14# s 11 -! q- CA- l se FV o r- S /t- c,JAc c-5- : ( -Front) = 35 q = 375- P� FN 34, (zF (Roo) Z(oo 'v' (raw-) = 3532 (1. o = 321 r(,P 4 $ ((70) 4 260 14p = (37 (/ q = 42 IF Sli ?S "MST6Occ (o 441) re a r (32-1)6 0 l ct Z 35 Sl 0,90sA " M $T4o" (3b S) ." ... 9381 6 r� ` ,, o��oors,, G )jam C®Vx0 boR o ! M - 5 ( -Zo -(z LhT SPc.cAA CAsc <0 S €CLSt ( E A - 2 UAL-( e 5E-c/o ►s i D p o o r . . ToT L - (pop .1 ) SE(s N(.tG) _ (373 q ()(4) Zfs = 7i-78 It wAu.s = 0'-- (( =q.-" .- 5 - 's "+ [ b= i' { 4') 3/ " (34- T z‘ ) tt 2(4 PC,F L 26 19 3/.T2 44-D ((4 -)60 cr ) = 237 4 cS (ip (3? g UCTU 9381 OREGON '' 1 91 EX °iRES: y &0R0 M rA4E S ( -(q -(Z LA (2 4 _ t__ _ I ( �s�b � ` ` e 4 1 - ----- " M « o o (Typ.) V :7i',3`Y'F' i 'C% r .L.. - 5 e 1.14e of 1 wpcu. se o w clo 0 i ii (SP ;1 I LIA a 5 AM Jz "` * 1/2" plywood one 0 side continuously 3 installed... above and below all ■ I-0 ; r.. openings, typical. 1 r 11 S 1 -9 4ii cr y SC D PRO11 - 4 -' % X9381 9 OREGON Mil d t e {. V f , � 'i<. Zn2 O • 41 • e. L _ ___ __ RENEWS 12 -31— 20I 4 MSTel-S „I a6n E �_ 9 _,.. , . SECOND FLOOR SHEAR WALL PLAN: * pRoVl Pr= Zx (n Sot - t fl (3 tx)C4 t os 4 utJOE - Arc, P T ITC n►.‘ 60 (0 (M —s 1 -f q 42- LAT —c3 STRAPS: • = Simpson "MST37" vertical steel strap. • O = Simpson "MST48" vertical steel strap. A = Simpson "MST60" vertical steel strap. HOLD - DOWNS: 0 = Simpson "HTT4" hold -down w/ • Simpson "SSTB16L" anchor bolt. Provide double studs at each strap and "HTT4" hold -down. L\ = Simpson "HDQ8 -SDS3" hold -down w/ Simpson "SSTB28" anchor bolt. Provide 4x6 end studs at all "HDQ8- SDS3" hold- downs. r y r qq ` - 2 - r" OP,EGO)r ' �`, ) �,. jf 01 4 S° —�___ o R o J�'� s �- r R - �Z Ltt7 �� FIR- F1ooVZ. = it Ptz sou PT. JE " ? ��• 1/ n �S• l ��° FL-0 d R-_ ... 4 40 OV02,A -�� AC / El Pre oJ . n a e '.-,t 3 Pi A i v e 0 �- y M / —Lt- I - 725 7 o o t �, ?? 45, 9 /O F 5�f• R /� 6 k Q lz::, (") , . — ;lc ,- 0 A � i I% � x 7 ;4� ,v. �– NOT P2Esc 1 FTrv . ` .% 4 �"rT:: 4 k x -::K. ''w.T'`J'hr.4{Sry �s . >, 4.: I \It 1 (OVER-RA..1C A{3oVE) 4" I 1 5 % j -,� - -13 FIRST FLOOR SHEAR WALL PLAN., PRO _ . r - `. µ.ms . . oREsor7 A �'!r42E -. vc K Bvi Lp lq li' 22, „ i EXPIRES: . 6 0 et 0 1 lv(."t 11 -(R -(Z LAy -f R(fT RLovR-- 1)16►S (,dA -DS (w7E) 1 • 1 It Q, r 353 o (210) ' r i 1' s — f - 176 1. M 4 111 4 { � 4' 8 ;r 76 L' 4 (4-2-7) ,... y {- ..S - V 6. z .'�`1 730 I i 3G32 (220') I I + 30D -F(50 324-01t ' RUCTU 1 t deck, $ " -4 � � rIsQ 0 i70 °. _' 9381 ' _.1 * oR�oor SOS MtG = x 7 45$3 e vG 4 22,N c3 t ( 0 1 " GQV' 474 ✓ �:XPIRE . 6 o o �`'l ! I - (Z G.AT- R-cT F(. S bke) , 412-- WALL — S tz-s : os : = F(� �' 4 So w ��4 +q-� 563 P LF 4_ 685 P (mood__ od_ i E = 2( ar = 263 N Zbo NRIC,[�5 6(c. Grco\W-A : 1) _ (0368 + ((7& 26 X 2 ) =- ( 4 5/ 6 . w � l 4.3 v = 4-2'I *- 1 f 33 (= 46 P6F = l S6 Pa c� 24.0 c -v- = el-73t) c ` = 526 p LF 6 5-3 Pc Li CCI / ` = 25 rte N,�cu �4) A ! � GZbo Q (5 5_ Qg .._ Fro ' `' -t (¢x c+k 4) 7 47134° ) SG kFF R 8 5 _ (6S -") TT' -v (3, lo) �e tik4 r l � � J (2'2X6 ek.ik studs. IUD = (52bxR�gs = 556 t I ; T� rear J A c� R,y cli N 4; .4 , ‘ < <14PQ 8 - LL.. . 9381 ((A ( 4- " scup C DS (76, 3 0 NM; 6,0q0 A0a T ‹. S ( -- (4 -12 C -AT - (7 9 s(M • } ® 4 6 Est■D W +121 SAL P C.Y („ goo D 3 1:-..-,.4 1 ■ / 1/2" plywood one 0 side continuously „. installed...above • e 2` ..v,:.; i and below all "'w openings, typical. M i 1/2 plywood one : -. t side continuously x installed...above I and below all openings, typical. 3 q- e-ki 4,` P STufls ? . 4 ucT U R �1, 5 ��� PROF( ff A I r� r _ ( I OREGON v .11 r 22. j °r spec( AL, Put woo O TAM C00.\ I RENEWS 12 -31- 20(1 NA(c�Lk t TWE "R U _la FIRST FLOOR SHEAR WALL PLAN: dlogo M-5 It-I Q-(2- CAT- ($ PP - FY (CSPL-(- Goal 1J6 CTA) t S : (G0,00 - PRA 14) 4 3 ( ��uG = 3739 2 = (870 t (23.5() So F -F rte — Sc6e#) 2 — CS e(Sl` - tCC) 4-5Q3 /Z = 22cii , (21.5) = F pact (puz-sc' ) WI■SO: 63(1.1p 04Ax) = (af(3y + (13rsF (Q•S (3rd 1 2 / = 1263 -I- 10S _ 2312 (23.5 ( ) l�1 (1•\ (2k!) ` 23(Z + (roSo) 3362 2 (.S ' ) _ (56 P cd= LJ (t a Cb 1 Z-O( , S USG 24 K . L3 � �c - 21-0 Zg o rG 16 t b o(G . ( r 44-5 of G 32 It of c-_ A R4 . 2 ' ' " 9381 �._ O EGO �aRn I h - - (2 (44 A0c- fE oou -TS: (FC u tT) PfrZ -T � lALL - S = _ ¢5q 3 rv- = l 3 2a7 Y E `� 'ccF- 4 = 672 v- = 20i- Pup G Z•97 5 /8 `' 4 PT- 2x e efrS Ko(G = (860)0.15)+4g - 287 ? tJD wA(,Cs: = 2 2g 7 = 69 Pc.F ok R R A t - t T (SAL.(.: 2 = ZI O C o ter (6 Z r F ( - (s) W z. +GO AT = 34 1LF 5/8 P T 2)( e .443 "o (L = (s /4 - 344 ? LF (4 (017s) . 22¢. ^)' = ZSo P (rF c ok co — 4 -730 v = 526 PL 524 `— CfOS`(YZ- (GA(9 Woo/CA, CTU/5* 17- 4-‘ Pc-F. 9381 I = 15b PC.- Q . t OREasx - � 22, '\ R, 414 C ®� EXPIRES: SHEATHING SCHEDULE: MONTAGE BLDG #5 Roof Sheathing: 1/2" plywood (32/16) or APA rated sheathing (Oriented strand board (OSB) or plywood okay) With 8d corn nails at 6" o/c all panel edges And 8d corn nails at 12" o/c field. (Edges may be unblocked for shear) (240/180) Floor Sheathing: 3/4" plywood (48/24) or APA rated sheathing With 10d corn nails at 6" o/c all panel edges And 10d corn nails at 10" o/c field. (Edges may be unblocked for shear) (285/215) Exterior Walls: 1/2" plywood (32/16) or APA rated sheathing (See Note below) (Typical) With 8d corn nails at 6" o/c all panel edges And 8d corn nails at 12" o/c field. All edges must be blocked. (260/365) Special Walls: 1/2" plywood (32/16) or APA rated sheathing (Type A) With 8d corn nails at 4" o/c all panel edges And 8d corn nails at 12" o/c field. All edges must be blocked. (380/530) Special Walls: 1/2" plywood (32/16) or APA rated sheathing (Type B) With 8d corn nails at 3" o/c all panel edges And 8d corn nails at 12" o/c field. t All edges must be blocked. (490/685) ,,; X11 . ) 1 17 �J\ Party Walls: (2) layers of 5/8" type -x gypsum wallboard each side. if .„, 9331�� Base Ply: 6d cooler nails at 9" o /c. Face Ply: 8d cooler nails at 7" o /c. OREGON /-7 Block ALL panel edges. (oo) `''` IBP Walls: 1/2" (min) gypsum wallboard both sides with - 6d cooler nails at 7" o/c at all studs , plates and blocks. Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia X 12" Anchor Bolts at 48" o /c. pi (Typical) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia X 12" Anchor Bolts at 32" o /c. (Special) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. Hurricane Ties: Connect each truss or rafter to each support with (1) Simpson "H -3" or "H -2.5" tie. j Note: Wall sheathing must be installed "continuously" (above and below all openings), typical. 601 o H(oe,-4-k 5 I -(q -(2 T -2( REAR ELEVATION S-rT Ap TO 6 4flE:re.. I � O " HDc 8.. (TV) • boQ o ptooK-( -i.9L it 5 ( -(q --(3 (,AT -22 • ARCHITECTURAL GRADE COMP. ROOFING I\ NI NI\IIII 111111111).. ' ------ 12 - I I I` ..... -'lam • MII ell= mim. 9 is) MN ST amp I_ ii =1 e a i= =. I II _C MsT�o NM _� �_ IM MIMI I ITS0216, t i e " In I MIME I MM. I ME I Mil MINH i — MO IMMO t 1 1 MIMI Vii: -_ . ...,2,-. 1 111=1.11 r - Cam= ._o..�. - -a0 eaNj�� t sr��� o �I�sL a�lv �jv i i ar;ICENZ i a.-)lliiIMI i.�Thu i ��, o� � o a.. ■ - -- — . • i � ��'a : a ter � ��_a �� a— a bee, IN • FRONT ELEVATION ‘ ..% , l+DQ8• -- TrP- • e A-V E ( rrz -LtS S) De L. : _ • a SI Nt p s Q•.1 " A PRAM isJ4 cute s 48 "Atax. 6(G. RooR pi_Nwood "'ED4'E." N,4lL rS " ." ( w o 00 ( S Ex}TNI4 Ct Scf -ter)cc c..E) �,� SbL1 Q Q j4 Illibibb,„ _/4 AfIcAkil , ifsi ,..... 2....___ __ wit .......... 9MQ5 0 t.-1 72 --4■1111 \ f (TYPI ', 4 . . . . - - - - V2 ?Ly J o o to . • l 2 . ®i Os ` ° . 9381 PE 1 w_,. 8 et Co 1k Co rc OREGON ° �G . 1 � ✓G 22. !er - A, 16JCP. DA`T'E: 12/31/ J ( I�_ (— (0 --t2. LTA -2 . ; . , E�J E P-i lwwc ,:... : oPt(o0 t) I Y2 �' Q c�7 (.10. % 2 "P LYw000 I i . 8 at G M , i Ls 1 i i "TRI SS E 5 -iT �c,css ��9°``oIc @ 24 -u rc E -oc4 . I S ��' I �' � cou G 2 2 s 6 / 2 mi. • PS ! iii llq w- a • . � 'tAc35�` CL-1 PS • 48 dry . , �4-� `(� G • I, I (2) (A`feYLS : er& 'to , ..--- 9/6 &I Pick ii s oe, . - .4!)PRsA °� 9381 E _ - 1411 Il �) ( t2 l ('/4'(1 • 3(2 • oRR ON ' ( ) .r(,• I E XPIRES 1'!301 601D M-5 6-5-08 L9, 2A b . ROOF-/ ?k T (� `( (JA- 4 E TA -( l : (o PTl o tit 2 (112LtSSE5 pAt L c eL) yg." QL`twoop set God( @ , c` °(c. 7: r w w x 0 _o N m N X 1. G ) A IOW (As scifooki r. z a usSES Sf 4 16 S(M 4SO i " L3 O it GL( ?$ e ip Z4 , o � c . . �14 a. - I l i m.--__,..=-1 _____ 7 I —.go/ • , __ u .sA `eo 1^ 'n • F , . . /1 - 1 •, : % k , Y '. PAZTY WAl.C- I 607o• I M - -- I( -t0 -(2_ 1-D-3 G e 41) LiP LI_ ROOF- " »j a " i./A-1 LI N , �� � „ %2 NA -1.c. 7- P (t oo O 4 .‘1,13 _- og, F - f+ . STv 0 s Cs FAA- 1,.r 4 - VA-u Y ?I. :it/ loo 0 '7_ 1 • ti SlMll.PrP.- F-ofL -, • gPtFTE-fz -S <11 1-Z 9. (d9)�) $2 J 1$ ' H.1o9 crakvog 71 ki r1 - c1),9 11 21 ) (in -►o +n) �✓ � 9) san1.S dAi. mir • Wo p91(2) -12 -ate z, - b 1 - f1 s. -w 2 ) 9 )1-17Z .5"35511 — - do oil c1-40 u035) kdfl --- Motaki 5 '?J 07'119)411 r o•09 Goq o I pi_ S I I (-(q -Cz LD -5 e ex - T: - WALL / p(,00tz, SEGTt o.1 : N ( / w 2 eG fn 0 AS 5 -o (6 d CO _ �!A c LS N �� N � V O( G , 8 d �� 6 "Ole_ i Z z G $ .. al I II z Set @ I- o Jo(S rc T. 3" AT FITz4.-r iC _ Ft,o 0g.. (REAR.) s g 3 "0(c- 110•144a T . kr- Fire-sT PIA)01 - (FR Ot TT © Zxt 0 e (b X10 ( Nee_ A rzck+tTE.cr ) l V2," PLC( Wool AS SI-+-o Oki 9 � 4 , .1 PRO VCT ,4 ?j Note: See Shear Wall Plans and Sheathing Schedule. v �5 GixE / fs381 l , OREGON ✓4 Y22. " t/ Af MO RENEWS 12-31-- 201' 110' - « - z 1 SM3Nal crd t L ( L ) r'hho1 L a ri o5 al Z -2 )0 ue ? 5-,,on 1109 p 9, W/21 of 2 `vo 11, - D35 —21001. - Y . lv f I _L.x3 91 01 b1 -1 .S pploi-f5 5V QooM 7 4 - 219 0 9 a r3 5V n� Q ooml a h 2 /� o )7c)9 • 6ogo 1 M - S _....- ...._. ... -t? LD - 7 , - , 0 ou ^ Derkt L_ Got4Tiouoto' 72`` PLY w o oP 16 et C°' e -zrF i C/'ts SfT�' ww \ f wet (.oM - To E MA( L-5 u uww -z.,.- 1 : t , (Tte• J e_ 6 "o . .. i _es... / c CV CV N 1 V (1'7 foa G 1 AI L C G''o(c-. (Ne.) ` e�� 3 J Zxc� 1 ( SOUP' � 61.oUGC� . S4 cm ratt2 2 xko e MPOLc 0—C "O(G. � 11111.-111 (b� I i S ms ov l _ "L30" ci AiAt @ l2" 0 ,. • / 4a DPROft /2 pLYw000 , '�� a 81 9381 PE E • oisaoa �r22, dr fIfXP. DA TE: 1 3fl11 1 6oQo I 1 -5 1 -14 - p2 LD- S _. ?A� WAL(, (f--i2 U ) DETAIL: 1 , , p 2)(4' STUDS ': q • (C. d GoM @ 16 0(4 it 16d &61-k aHo (Do�Goctc ., 0(c_. o s : ' TR -lPc� SoLlD 3RD • LI I-ie ) • ' 2 to ; (i -) ( ..- / Z Z 1 2.x(0 � 1 . -2 131• It■I q . ; ? • • , ac re i +8" oG ' . 91 PSo . • 1( L30 " CLAPS .1' ' e "o(c__ (e . s( oE) 7)e STUDS . : '----------- eu,140 . 1" . r r. 0,7. „. 3�2� 3y2U k ,:'',':'..% e ti s ,_ / 1 ;?-i E , -.....r N_ i d . .--,_.__..---..-gt— if-._/. ,.. . ___,.___ H : . _ . __....,._.,._:____. .XP. DATE: 9 9 .: - 7 -7-6– ° . Pi -S (-(q-(2, LO -' - FA -"TY WALL ( Sf-f f2, UP -u--) DEThu. : , , . 2x4SR t 5 , - e (6 "of • • pi • . «d cot @ 1G 4 „ (6d G, r� e (G” OA Colic @ a 0 (G. illawilftw I° ' ' ( I . iv . / / D O Z A 2-xt0 II 2x 14 + . . , . 2 to ' , S!M pso&l , l( 1.5 '' CL( Ps e 32.``0(c._ (st- 5 2)! 4 - STUDS (l6. a o(c. I ' 4,, : � 5381'E e z . • g If • , 0113 .� EXP. DATE: 'Mali , 0 rAgTy W A GC-- g c o K.\ ( STAT ZS ) 0 " 11111111111111 2 x4- sTuos e (e2 • .>- / (AlAU/130AV-6 / . ' . a . , oAct-E cri)E- Note: Ripped 2x10 plates • • , must be CONTINUOUS for . ---.1, , z. i o , length of stair opening. Extend 6" minimum , .. beyond end of opening. Lap 12" minimum w/ . , (c) 2 x ( o co •3-17 other plates. , I )( „ aft M igiciCe25 . , . . . . 2 io t I I • . I I • , # I I • : I • . . I . • ■•■•%■••■, 7 .f, • , •■ lT•LOSLIT U Al i ' W,. , p n,„.'r Air,- ' - \ 1. , . ' n• ."1 \ it- ' ... ,.., ..._,,.., - \03 ; -4- ' rzinioc\ -- 21 0 ren)-5 9%2 •op-15 -i7xt 0 r o ))(2 1 30.5 --7) °%, 8 - P ca r21 F1409 10'0) )1 al 71 bF9 I -01561 • - V Jf " re!iJ 1 710 SQal-S' 9 )c �. - • 000o-0N » -174, 7)Or 9 2 -wa 10'01 4. 200011klei 4090 h't- S -(q -(z LP -13 Ft, ° WALE S O NI . << j> W --t----k---- W 2x b N I Q a Moisture barrier and flashing, I By others. 2 — 21w7 - 4 IV 2, Wrd4 I I y' I 1 I I I ex. -2 f 4 .. II FLOOR . . i - • , _D3- . z ,- . _____ ____ ----- ... I 7 2 I `'G.1152 -8. it • 1° 2x6 I MOS I ,l . i i C 0 i LA 0 to ,S V2" PL`(w . C ` ,: , ( oupy or< �`� � , a'` Pk,oVi OE A See SN�4klgi �: St uLe - r 5 s" (>0 0 M. -5 1 -Z0 -(2 L• - ' - - ma — '(3iek-c-K- se (Dt <.< DEC-lc i f 44-oUSE » Moisture barrier and flashing, By others. Tie deck to house using Simpson "DTT2Z" hold -downs inside and outside. 1/2" dia. thru -bolt between them. / 4 2 <7 ___ _____ 1 1. J a . . • , 1-11 .. • . .I . � ikmrgriiar.r •17/1174'11, 4 . • , • . C . . • ( . . .i ,,, 1). +5 s / i T r . Zx(D5 et UocsT 1 11100- S)MpsoJI "huc4aMAx _Ilt....„.„ _ ___ _...._ 9381PE . (Th, . mimeos . r __N I 6o I M-5 I -7 -l2 617-I Roo - Dow f l DETAL L : (•) III DO'A 'L S7 /Ds St/Nips-0,J II END�s op ,4c.c_ —r 3 I II L , JAu__ PANT E LS , "1 P. II II (sue P��) . a ors 011 � P � ) � Ill il rct. � 3- li li --#— `N I , . —.+ ni h, IR III' zx�� s III ill i e--.. :111 II g k4 . .. 1 I III 4 R V C r v R Q 1 / -, OGIN4 (9381 ON I lk COVV PFUFWS 12 -31- '„Loll 0 O I M -S -Zo- b q I l2 W I 1 -10L'D - Dowd 9EI'A : (&) 4 ` r I Le S7vps Sim Pso'J j - e_ E`rp.s o f A-LA_ 1t Qj I.fPLL PRt4ELS, . (sue P� , i ) . o rs (sea 1 PLA4)- ZrJD ._ i i II 1 2xt0 i s z 1 a M� _1 ... ,....,_ \ ,,,, ti. , g ' c l U R R 5 ���p PROFFSf/ t �s381 OREGON .1.0. 22.` j laf COVE.\ ocurwc 17 -31- 7.011 • ( ago Nl -5 ( -Zo I'D -(7 E}oc.D- Dowa !ErAL1.: (L) PotugLe •LDs Sim Psonl / COs of " MST ., L JAS P<kN!ELS , T '(P- 51 (see. I te) • 114 1 2x(os 1 1 1 1 5��� ► P ROF1 \ �,IN E ff/ 4 381 - ve, Cam' O' EGON OVY o D -DouJ,i ?L& D€TT• {c_ 0 a 4 1 —^ N K � �, �, 0 ill V v r'N irilii% Q = Simpson "HTT4" (or "HTT5 ") Hold -Down w/ « Simpson "SSTB16L" I 3k anchor bolt. 4 3/ 8 4 11. .0 c T U R � �G I Ni 9 - 19381 c OREGON vv r 22 s "11 t/M COO RENEWS 12 -31— ot0 ( ( . &poet o . _g .. _2 by iv\ H oLb— Powi.l 1)E7 : `I 4-f-KB —SPS3 `` A I PLAKI I I/ G ( DOM VA I:AV ti *-4. t o `� �: ,,, je if . US6 (S Gi (M • ----� If 4 -3( 9 - -fir SST g i 4'j4. Jr HOLD -DOWN NOTES: D Q Q = Simpson "HDQ8 -SDS3" hold -down w/ Simpson "SSTB28" A. Bolt. 4xG 1 _ G (1 Note: Do NOT substitute I Double 2x6's for the 4x6. ( - . - 1 .( ,(I ET --, rt . P : �'t,,� - ( . PROp�� • 0 PSonl ,4, A 1 # t , - re 7 , ,...„?.../-"......„.:__________:„."------------' ,..---- *- <':°$"1 ,4 -3 _ I ` (' < } ?l 1% `' 5571328 ` 1 . i /,t9 COV - e C .; ( . I r , . ' ( �, , I R - / EXPIRES 12130/ . 6 I M - I1 -7, -42 L0 -20 . s T SPEct A(, '(SETA'( (_ (4-1(6 JS1D sz-uo) GACA4, 6 Doo2- Cerow 13 - L)G12-S , S!kt L- ., . 2sc4, 2)c & ZK(r / t i)CC 5/8x13 i - ( -(4 �c,4 _ STv 0 �, (AS S u o.3 / - 2 ►6 d �� Zx I - - � upcct,S C STuOS I 6 `r40(e., ( of . -a ? GA(aA � / Q 1 CTYP. ) poop_ 5 I - kjillik,___ ijC1'U ,4 . - Af16:71 • i.," 4‘‘ '34.!,\ I 1 ` ' 9381 '2 I �� _ ill 1 Sl M pso r OP3GON , - 1 _-i1 l( f+t 4 S — '' `GAY ?2 � I _ SDS `` x ' 4 4 c ove- -- - 3 0. EXp1RESN I 1-1 it - !1II -LE— ,m, I I p -r: 'lx t P cd rt - "SS- rin.eZ - I . - I 1 . . 1' , • I i . I ( II'( - Q0c *S I -2o -12- PDN - 1 0 Ty to- ® — — ° 0 - I . �- I r fli l�lT }I'tG ,1 { 1-1 � M. 3 , `14 : , .. 5 :: ar 6 t r.� .�``,, ,,_,_, „,,,, }�,� �.. ,, k * C �� -,,,,,_, E3 �. _ _ r J T s. -1 I 4” concrete slab -on -grade with 6x6 -10/10 w.w.f. I A set at 1 -1/2" clear top of slab, �, . 7.* •:xr =s ove 6 mil vapor barrier 1: ads p y' over gravel fill over firm, I ` i I I 1 original subgrade. r" y — — — wr — — — — — — — � t ; _ . 3 Ii P`e, ___I -....„=. L_ _ ,..1 4,.. :: , ,:„.,,,,,,, ..r..„ 20 1.___ ___ _ ___ ___ _ 'A s.. —. -- --- — 4 , t. +� ,..,, -„ +v, .4. v... 'd' +' � 4t 3 - + t �eG u- e - Ns oC --.- r n n5 ' ... n ',ial -.,.C'Pt �z .: ..e, }g• X -': �, Y". 5, !'` c✓,x q t , .. s ,, � l: ,---- ,.` *_ kty � ... Niu=;.:+x- ''�''v'.s,_t^ Fri. .+_,cwS ' ;.,1. 7 ::,,,,: i :��t3ie ms's C� 0 :44 s: r I a1- D Z �,�„ i r; - .'at; r : ,'Z 1-- --1 . rte F t e 7 .„,q k a 4" concrete slab -on -grade nx , A with 6x6 -10/10 w.w.f. A �' set at 1 -1/2" clear top of slab, AV over gravel I x x,_ ravel fill over firm of i t. t original subgrade. a, ` ,M d t 1 L'nfi _J' •+ � b :� I 41,..I.,-3,,i; x7 s4 .: , `_ wis �..n I�.._ `mss. tea._.. i , , <r - 1s'S - ... I rz. A A 0 s�, TY P. 1.; } TIP. r 1 1 -- I F - 7 r -1 L !J A Ot� O c � ®I A L ai L._J _J - FOUNDATION PLAN: (LATERAL) k oKSiA- ‹ 4' S ( -12 6 °/ PDN -IA 9 s(M . - ,,, 6 Eg.18 . ,, ni R - - ,IF V 1,12.6 .5 TY P- :14 ate 7 - J 5Fga P 1--Y D ti F =_ I T PE. , A < 1 0\ ma y; 3 x to 5 11 ;i Pt '9 0- V r -P: 1/2" plywood one tF- S. Mi,ttriit_ side continuously Kz L. A� installed...above • • • ; and below all it openings, typical. 5 1/2" plywood one - „;; .., - 3' side continuously f installed... above I Y and below all openings, typical. �rA. 3 ¢x to aiSi F T S TY p p .. gi v C T U R ::: R ':-.S.; CO PR 1 • • • X9381 l • OREGON 411 ' 21 r 22. DoT 141 COO spec/ AL,. ” `w O I RENEWS 12 -31- ZOl3 NAcc- . t THE "A k al FIRST FLOOR SHEAR WALL PLAN: 6 o 1- 7,0 -rz Ft20 -Z FOOTING SCHEDULE: Capacities based on 1500 psf O 3'- 0" square x 12" thick 13,500 lbs. with (3) #4 each way at 5" clear of bottom. Materials: Concrete 3000 psi at 28 days * Slump (ftg) 3." to 5" Portland Cement C -150 5 -1/2 sacks per cubic yard Aggregates per C -33 3/4" maximum aggregate size Water per C -94 Concrete Temperature 50 -90 F Air Entrained 5 -7% Note: The concrete supplier shall assume full responsibility for the mix design and the overall performance of the concrete. Rebar ASTM A615 Grade 40 Corner Bars Provide #4 x 24" ITV corner bars at all continuous bars at all corners and intersections. Concrete Slab -ob- Grade: 4" concrete slab -on -grade with 6x6 - 10/10 w.w.f. set at 1 -1/2" clear top of slab, over 6 mil vapor barrier over 6" minimum gravel base over firm, original subgrade. Note: Vapor barrier not required under garage. * Note: The design of the foundations was performed using f c = 2500 psi. 3000 psi is required. Special Inspection is not required. sv, ` _G1 Uhl. c --" e ena 7 "N, 'Q l ✓, OREGON „ -C Y 22 , \ .. K ` Tl 44 C®V e l s r iXPIRES: ......= ( M -G ( -31 -d8 PDki - -3 1 - A s, ,,i,,,,, ______, 1 ,c,„,3: i s`�pL ,A30.0. ,,, , 2sC,, s1 JoJ 2 ( I (P F— ( -) P.T 2x6 PL,Arr= tiy. , 5 1 /a"4 A-13 .S. --1L 1-T--1 ! • ±�(2)4 �\ » - r r 0 F WALL L tx z-..-. / N 3 - Z - , "e. t (z ) # 4 ■- Nk • 5 % `I . a 5 � ' A: 0 ?Reif 18 :. CP r) 4 * 93B1'E - I ) Note: See Shear Wall Plans and Sheathing Schedule . '6422 • �� ' 4 _ DATE: 12/31i . i _bog o L _14 - 5 ___I t -ix —(1— FDLI-if___ : 5 PE4u M ETER- DETAI L : 2“.. s o s @ (I. "6 Lc- . r , . _____,. l LIVIN I %2 " PL;s1 woo O S / 7--- g A. 1301-1S 4 Go►1CREi SLAB-01 - GRisrDE L.1( bxto -WO W.W.F. i■ ` do � I ToP of WALL. t ? 4 • k11 6 J �� i L ; E a , I4 v rs@ CO t N (OS I - T1o 4 J (ViY W I • -� a. Al2c1+ITECT) (z) # 4 color e 3 " GLe . BoT. 5 8" 5" 1 A /f f 'i 1 (6 " (Pr4) \� ~y�G1 .4.4, 410 Note: See Shear Wall Plans and Sheathing Schedule ? ti9;81 4 . (. �) + for Anchor Bolt spacing. ORE • • N ...t,4 ►' . 2. `0 r4M C v 3: ' :N)1 )17V-3 J 1 1 eh id) 11 0T g..: - te r- - 4 i i s Gv „ /S 3V1d oYx2 :1_d 1 6O90 M " I -31 -o8 rpm - ( - s i Lc, p TE 0 AI L. : PST( WA (A, ' / 4 - " 3 / 2 " li Slia“ r � ' ( 2 x 5 / 8 " 6 1/4 6 1 ) f t. ., , _ ,. •c .. • I :•.-_, 3 8 I/ g 0 a • , Cu O O co tti . 1 • • _N 5 .Fo ,O • t' , y O C 0 • >.._ cn O O .g) a • = O O O CO 4 ' a j U U a I O co T ca • i N O- • a . , � (6 • • (B O O V • -- - 4._ni m u. a . 2---- �� —(b- , 254.10 �' P.T , - — Sc cc, Pc.E Li/ . • j G78 A. .130(..T.5 . `@ 4 -8 o f c, . 10 - . ; e). i ,____ . -,. - VI PROP41 . ti . t ' . j, tl Ili U GON 1 ►' 22, • (conc. WM- COVE •cvoimc_. i ownl I . i 1 . i . _ .. 1 D PAP.,N WALL SEC- : 6 ARAGE-S . i e AO/TY 6AIZA6E I ---- I eARA6 E I (A-1 578 "4> A goixs (2.) #4- coo -ro, OF (ARCA.— t 0 0 - ) AA y y ■ I I I 1... . ..--. y.,...... V ./. + . , . 6 :. ., . , t4 L(NE. . • 1: lt. % l I . v ....... • . coo ,, ti.. ,., OF (30-t-r-o/1 ,,.: If li ( 0 ll 5 e .. .,.;,... ....„,,...... l '... 1 N I i / dr d i ° 1 • - 431: ' :i,1:...,...1 .......t .,...--_-. ii ■ 1 r---A orirci._,.,.; - • (Pr-q.) ‘<..,,, .. „..,, ., ., 2 .. -..,...,.. . . ,,.., '44, 4 COV .•'. . v4-..,,,›: - Intim d Fs It 'JO I 4)1/ I n / J . I PURLS `X& i „8 J H I 0 00li 8141 024 )-} ?Z!-b 935 1144 0 J201 . f 7 . � ,°qb I M _ 5 1(- ' -O FD,J - 1 cecn o t (J S (. 'a 'f).4 E : GA 6xr; -( bito w.c.). F. r - - -- ____4,,,,_,,..„_,,,____,_ -1-i _ K K • 0 ' _ ' - • `''� /// / /l l /t y - G GL- (I a BPcSE l . • I _ J `�` G C 6i \ (Z) 1- Go vJT c 1 CLec,2. ' I' to 4 Au, 11-Of2 reoi3TAt_ RZBAR ^ %.01 0; COQ N RES (Oro - r4 E, STEM WALE- j c� Q 1 x .. � AND FOOr►4Cl. I S « a?31PE - ORE ( CANT= �� FYO ne r, -. . _ _ . . • (nqo I .M -S t -Za PPt1 -1O I SO(. T ° • • z'i $14 secri - Lo d : f P.T. 6K(0. FQS l ScMPSot- " :: cce ,, « S(MPSo►J 7 u�CL � 0 cot.uktkl SASE. G�6 c, c` 0 4 CEO TER, 0E 0 f i z-) . . t I /l,. _ 4-1 z. (4-) 1-- -2:_, - , - rra.r e ToP- % UPS _ • . .`G • `� ( ' -+V r _ ' `I - / ' e ` c i .d p ? f • `� f l /// 77/ /mil / 65) 4 V + ( c1+ wAY @ ' gc 6L,,,(2-1 e (( tt 6oTr°M i l2 12 li Pcc•1- ( (( 14 - .,ocTJp. e / . * ;ff a �$ ' . ;• 9381 4 l' 41 CO\fe . s�w'm. E r7raS: • • 6,0 to N1 -5 I I-(/- (2— — f __ R301.1.3 Engineered design. When a building of otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not con- . forming to this code, these elements shall be designed in accor- dance with accepted engineering practice. The extent of such design need only demonstrate compliance of nonconventional DeS13 tA o-- elements with other applicable provisions and shall be compat- U ible with the performance of the conventional framed system. Prr o c't s Engineered design in accordance with the Building Code is permitted for all buildings and structures, and parts thereof, included in the scope of this code. R602.10.10 Design of structural elements. Where a build- / ing, or portion thereof, does not comply with one or more of the bracing requirements in this section, those portions shall be designed and constructed in accordance with accepted engineering practice. R602.10 Wall bracing. All exterior walls shall be braced in accordance with this section. In addition, interior braced wall lines within townhouses in Seismic Design Category C shall be provided in accordance with Section R602.10.1.1. For buildings R t402. ( 0 3 in Seismic Design Categories D, and D2, walls shall be con- structed in accordance with the additional requirements of Sec- S�GrtTO'`(� dons R602.10.9, R602.10.11, and R602.11. R602.10.1 Braced wall lines. Braced wall lines shall con- 12.60Z. to. �✓ sist of braced wall panel construction in accordance with (pK+j h t, j' (y Section R602.10.3, Section R602.10.5 and/or Section Srl54:414G4.. R602.10.6. When using the wall- bracing method of Sectiog,1 692. all the levels of the structure in the spar ,p ,y�e cgltplgtie, shall be braced using the wall bracing method in Section R602.10.5. The amount and location of bracing shall be in accordance with Tables R602.10.3(1) or R602.10.3(2) and the amount of bracing shall be the greater of that required by the seismic design category orUCTU the design wind speed. Braced wall panels shall begin no� p� more than 8 feet (2438 mm) from each end of a braced wall , V, W FcS' line. and shall be subject to the limitations of Section r D R602.10.11. Braced wall panels that are counted as part of 9 J "' 9381 4? � a braced wall line shall be in line, except that horizontal offsets out -of -plane of up to 4 feet (1219 mm) shall be per- n .Eao mitted provided that the total out -to -out offset dimension ( 1) - �!� in any braced wall line is not more than 8 feet (2438 mm). � GvN Exterior braced wall lines shall align with exterior walls - _ 040- Sl- ra -(Z R.E.F ^ ?- fZ602.fo.( Cowt`4.. supported directly by an approved foundation except that horizontal offsets out -of -plane shall be permitted as allowed in Section R301.2.2.2.2 (1) exceptions. Interior braced wall lines are not required to align with an approved foundation. Braced wall lines equal to or greater than 12 feet (3657 mm) in length shall have a minimum of two braced wall panels. R602.10.1.1 Spacing. Spacing of braced wall lines in structures located in Seismic Design Categories D, and D2 shall not exceed 35 feet (10 668 mm) on center in both the longitudinal and transverse directions in each story. Exception: Spacing of braced wall lines in one or two story buildings located in Seismic Design Category , D, and D2 not exceeding 50 feet (5240 mm) shall be V permitted where: 1. The wall bracing installed equals or exceeds the amount of bracing required by Table R602.10.3(1) or Table R602.10.3(2) multiplied / by a factor equal to the braced wall line spacing V divided by 35 feet (10 668 mm) and 2. The length -to -width ratio for the floor or roof diaphragm does not exceed 3:1. flYCJIM h �., 9381 , � ,-- � - - M REF 3 • Ct • '� 60 1114 o usi y Shea -Hi c-J... . R602.10.5.2 Three or more horizontally attached units. For structures other than detached one- and two - family dwellings, the continuous structural panel sheathing provisions shall be permitted for three or more horizontally attached units with the following additional conditions: 1. Each dwelling unit in the structure shall be struc- turally independent with respect to the gravity loads, including the walls separating adjacent dwelling units. • 6 -18 2. With respect to prescriptive lateral bracing requirements, the length of an exterior braced wall line shall be defined as the distance between com- mon walls of adjacent units. 3. Except as outlined in Condition 4 below, each dwelling unit shall meet the percentage and spac- ing requirements of Table R602.10.3(2) and mini- mum braced panel lengths in accordance with Table R602.10.5. 4. For the purposes of satisfying the percentage requirements set forth in Table 602.10.3(2), the total length of a braced panel with a maximum height to width ratio of 3:1, that is provided and centered on the exterior wall where the common walls between adjacent units intersect the exterior wall, shall be permitted in the adjacent unit's lateral bracing calculations. • ; • REr • R602.10.9 Interior braced wall support. In buildings located in Seismic Design Caregory D, and one -story build- ings located in Seismic Design Category D2, interior braced wall lines shall be supported on continuous foundations at intervals not exceeding 70 feet (21 336 mm). Braced wall panels located in interior braced wall lines at less than V 70 -foot (21 336 mm) intervals shall be supported by double floor joists or blocking between floor joists. Where floor joists are perpendicular to the braced wall line, blocking shall be provided for the length of braced panel and shall extend to the next available joist below for braced panels whose ends are not aligned with joists below. The length to / width ratio of the horizontal diaphragm supporting interior t braced wall lines shall not exceed 4 to 1. For alternate braced panels, provide double joists or double blocking at the end of panels. In two -story buildings located in Seismic Design Cate- gory D2, all interior braced wall lines shall be supported on continuous foundations at intervals not exceeding 50 feet (15 240 mm). Braced wall panels in interior braced wall lines located at less than 50 foot (15 240 mm) intervals shall be supported as stated in the preceding paragraph. R602.10.10 Design of structural elements. Where a build- ing, or portion thereof, does not comply with one or more of p the bracing requirements in this section, those portions shall be designed and constructed in accordance with accepted engineering practice. R602.10.11 Bracing in Seismic Design Categories C, D, and D2. Structures located in Seismic Design Categories C, D, and D2 shall have exterior and interior braced wall . lines. R602.10.11.1 Braced wall line spacing. Spacing between braced wall lines in each story shall not exceed 35 feet (10 668 mm) on center in both the longitudinal and transverse directions in each story. Exception: Interior braced wall lines are not required in detached one- and two - family dwellings located in Seismic Design Category C. S a tso 4 0 2 .,10 . ( . • R602.10.11.2 Braced wall panel location. Exterior braced wall lines shall have a braced wall panel at each end of the braced wall line or a minimum 24- inch -wide ✓ (610 mm) panel applied to each side the building corner with the two 24- inch -wide (610 mm) panels at each cor- ner attached to the framing in accordance with Figure R602.10.5 and Table R602.10.5. Where the height of the wall exceeds 8 feet (2438 mm), the two corner panels • shall comply with the minimum aspect ratio of 4:1 as provided in Note c in Table R602.10.5. Exception: For exterior braced wall panel using Method 3 of Section R602.10.3, the braced wall panel shall be permitted to begin no more than 8 feet (2438 mm) from each end of the braced wall line allowed per Sections R602.10.11.1 and R602.10.11.2: • Interior braced wall lines are not required to align ver- tically with interior braced wall lines on adjacent stories. Interior braced wall lines shall consist of braced wall panels which meet the percentage requirement set forth in Table 602.10.3(1) or Table 602.10.3(2) but not be sub - ject to the spacing requirement set forth in these tables. Interior braced wall panels shall begin within 8 feet (2438 mm) from each end of an interior braced wall line. / Exception: Interior braced wall panels at one end of the interior braced wall line may exceed the 8 foot a (2438 mm) distance, provided the interior braced wall panel at the opposite end of the interior braced wall line extends fully to the perpendicular exterior braced wall line. R602.10.11.3 Collectors. A designed collector shall be provided if a braced wall panel is not located at each end of a braced wall line as indicated in Section R602.10.11.2, or, when using the Section R602.10.11.2 exception, if a braced wall panel is more than 8 feet (2438 mm) from each end of a braced wall line. Co providing an uplift allowable design value of at least 3,000 pounds (13.4 kN). The tie -down device shall be installed in accordance with the manufac- turer's recommendations. No tie -down device is required for a one -story building, the top story of a two- or top of a three -story building. Exception: The required uplift capacities for tie -down devices may be reduced by 25 percent for braced panels installed within Seismic Design Category C except in areas exposed to Columbia River Gorge as per Figure R301.2(4). R602.10.11.6 Sheathing attachment. Adhesive attach- ment in lieu of mechanical fasteners of braced panel por- . tions of wall sheathing shall not be permitted in Seismic Design Categories C, D, and D2. Adhesive attachment of exterior walls continuously sheathed with wood struc- tural panels shall not be permitted in lieu of mechanical fasteners in Seismic Design Categories C, D, and D R602.11 Framing and connections for Seismic Design Cat- egories D, and D The framing and connections details of buildings located in Seismic Design Categories D, and D shall be in accordance with Sections R602.11.1 through R602.11.3. 1. R602.11.1 Wall anchorage. Braced wall line sills shall be • anchored to concrete or masonry foundations in accordance r with Sections R403..8" and R602.11. For all buildings in -�1 Seismic Design Categories D, and D and townhouses in R602.10.11.5 Three or more horizontally attached �" Seismic Design Category C,'plate washers; ;a.ft inimum of units. Braced panels that are not located at the end of a 4` 0.229 inch by 3 inches by 3 inches (5.8 mm by 76 mm by 76 braced wall line shall comply with the following provi- S mm) in size, shall be installed between the foundation sill sions: - plate and the nut. The hole in the plate washer is permitted to walls sheathed in accordance with Table be diagonally slotted with a width of up to 3 / 1 6 inch (5 mm) 1. In w R602 s 2), the end of the braced wall panel larger than the bolt diameter and a slot length not to exceed closest to the corner shall have a tie -down device 1 inches (44 mm), provided a standard cut washer is fastened to the stud at the edge of the braced wall placed between the plate washer and the nut. panel closest to the corner and to the foundation or R602.11.2 Interior braced wall panel connections. Inte- an equivalent cross section of stud in the wall rior braced wall panels shall be fastened to floor and roof below. In the first story of a two -story building or framing in accordance with Table R602.3(1), (ceiling joists the second of a three -story building, the tie -down for site -built roofs or the bottom chords of trusses for device shall be capable of providing an uplift pre - manufactured trusses) unless otherwise specified by allowable design value of at least 1,800 pounds (8 manufacturer's instructions, to required foundations in kN). In the first story of a three -story building, the accordance with Section R602.11.1, and in accordance with tie -down device shall be capable of providing an the following requirements: uplift allowable design value of at least 3,000 1. A floor joist, ceiling joist or bottom chord of a truss pounds (13.4 kN). The tie -down device shall be parallel and directly above the top plate shall be installed in accordance with the manufacturer's toe - nailed to the top plate of a braced wall panel with recommendations. at least 8d nails spaced a maximum of 6 inches (152 2. In walls sheathed in accordance with Table nun) on center. R602.10.3(1), the end of each side of the braced 2. Top plate laps in braced wall panels shall be panel closest to the corner shall have a tie -down face - nailed with at least eight 16d nails on each side of device fastened to each end stud and to the founda- the splice. Lion or an equivalent cross section of stud in the • wa below. In the first story of a two -story build- R602.11.3 Stepped foundations. Where stepped founda- [ions occur, the following requirements apply: ing or second of a three -story building, the tie -down device shall be capable of providing an 1. Where the height of a required braced wall panel that uplift allowable design value of at least 1,800 extends from foundation to floor above varies more pounds (8 kN). In the first story of a three -story. than 4 feet (1220 mm), the braced wall panel shall be building, the tie -down device shall be capable of constructed in accordance with Figure R602.11.3. As • 2008 OREGON RESIDENTIAL SPECIALTY CODE • 1 0 Z . (( WALL CONSTRUCTION tinuous footing or turned down slab edge shall be installed within Seismic Design reinforced with not less than one No. 4 bar top and Category C except in areas exposed to bottom. This reinforcement shall be lapped 15 Columbia River Gorge as per Figure inches (381 mm) with the reinforcement required R301.2(4). in the continuous foundation located directly 3. Alternate braced panels are not permitted under the braced wall line. above the first story in structures contain -• • 2. In the first story of two -story buildings, each ing three or more dwelling units. braced wall panel shall be in accordance with Item 1 above, except that the wood structural panel sheathing shall be provided on both faces, sheath- ing edge nailing spacing shall not exceed 4 inches (102 mm) on center, three anchor bolts or approved equivalent shear connectors shall be pro- vided and tie -down device uplift capacity shall not be less than 3,000 pounds (13.4 kN). 3. In the second story of a three -story building, each panel shall have a minimum width of 32 inches (803 mm) and a maximum height of 10 feet (3048 mm). Each panel shall be sheathed on both faces with 3 / 8 -inch (9.5 mm) minimum thickness wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Table 1 . 602.3(1) and blocked at all edges. Each panel end stud shall be connected to an equivalent cross sec- tion of stud in the wall below with a corrosion resistant steel tie strap or hold -down capable of providing an approved uplift capacity of not less than 3,000 pounds (13.4 kN). Reinforcement of • the foun - dation is not required when alternate braced panels are supported by a braced panel. 4. In the top story of a two -story or the top story of a three -story building, each panel shall have a mini- mum width of 32 inches (813 mm) and a maximum of 10 feet (3048 mm) in height. Each panel shall be sheathed on one face with 3 / 8 -inch (9.5 mm) mini- mum thickness wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Table 602.3(1) and blocked at all edges. Each panel end stud shall be connected to an equivalent cross section of stud in the wall below with a corrosion - resistant steel tie strap or hold -down capable of providing an approved uplift capacity of not less than 1,800 pounds (8 kN). Reinforcement of the foundation is not required when alternate braced panels are sup- ported by a braced panel. Exceptions: 1. When alternate braced panels are required to be sheathed on both faces, walls may be braced on one side of the wall only when the panel thickness is increased to a nominal V -inch (12.7 mm) • structural sheathing thickness and the • • ' nail spacing at the edge of panel is • reduced to 3 inches (76 mm) on center. ; l 2. The required uplift capacities for tie -down devices may be reduced by 25 / percent for alternate braced panels - RECEIVED JAN 05 2012 CITY OF TIGARD BUILDING DIVISION TIGARD OREGON L- -G S SURESH PARANJPE FRAMER LOT PH. 1 I 26-00-00 SPAN 6/12 PITCH MONO 13-00 -00 13 -00 -00 MONO J�_ SPAN 13-00-00 STUB TO 12-10 -08 1 12 -10 -08 STUB TO 1 SPAN 1 -0 -0 0/H T 13 -00 -00 T 251 SNOW G/E r.1 6/E "-if G/E G/E , _) COMP. I GIRDER p. _ I I {� GIRDER GIRDER I I� RDEPp_ BOB GILL IS .�- -- _ IF ---11.1-1 _IRDE _ __._.. i t I -�a,� s � - I Ii 1'1 , - s0s - 2 , / -f ARIEL TRUSS I� �� 1- 360 - 281 -0518 I y 'I u', tul gI r: � stu gi derIthiPPne!5 g ig ' ' III gi der 1 OPTIONAL GABLE �,' .�' 141 l■ ► r 1 /r ��t�l o o ' c I '. _ ' -ate. �:7�!G. 1 6 , I 9 . 10 • ' 1 12 '� I °o °o °o °o ��'1I , o00 0 mm ` .stn v U . 111.1111111.11111111 a I I co AI T i rr iu i•i 7 1 �I \ 1 _ _ R DD Imigi,. .. , -. I • i��. % : .,iiihfiilYS 9i �rder 1�� ._ ��� � seta " //m _I 3, • I r 1 �� ...Layl ...■ , RR -4 1 i . !j MI ..,.. 11,11___-' G • IRDER Gt I GIRDER C- Z I I GIRDER ir, I ) VENTS /, .. 1 BLOCKS y 6-00 00 y y G/E C - 1 G/E 1 G/E 8.1 j, 1 -' ? -s- + k y s -oo -oo H -CLIPS 14-00-00 SPAN y STUB 13-10 -08 y 13-10 -08 STUB y y SPAN 14 -00 -00 y HANGER y MONOS 14 -00-00 14 -00 -00 MONOS 28 -00 -00 SPAN Copyright (c1 Compufrus Inc. cti.112: • INvs. r:\ -rN.r_ 'j • . L _ • I�0IuUll Tnis design prepared fron computer "input by • • ARIEL TRUSS VANCOUVER WASH 360. 574•7333 • . • LUMBER SPECIFICATIONS TRUSS SPAN 35'• 6.0' IBC'2006 'YAK REYBER FORCES 4aRIGOf /C0..25 TCY IC: ." 2x4 DF 4188T0 - LOAD 054AT105 INCREASE = 1.15 (Non•Rep) 1•' 2'I •121 20 7. 8 =(3104) 5468. 1. 7 =1. •3781. 234 t0. 4 =1 -30) 262 BC: 2x4 OF 015810 SPACED 24.0' O.C. 2- 3'1.5594 6F S: 214 OF STAND 3170 8. 94606 8116 7 2 3354 • 4.11 =1•27501 1564 3. 4= 1.8132) ) 4610 9. =)1.•.46261 ) 8156 2- 8 =1 •6201 ) 1182 11. 5 =(.•614) 1174 LOADING 4 - 5-05598) 3172. 10:11.f:46261 else 8- 3.1.27201 1548 5.12 =1.59101 3356 TC LATERAL SUPPORT =' 12'0C. UON.,. • LL = 25 P5F Ground Snow (Pg1 5. 6'( . -12) 20 11.12 =1.3108) 5472 3. 9'1 -381. 268 12. 6 =1 •376) 232 BC LATERAL SUPPORT <' 12'0C. UON. ADOL: iC UNIF IL) 10D.0).0L( 28.01.. 128.0 PLF 0'• 0.0' TO 35'- 6.0' V 9. 4 =1 -24) 16 - Connector plate pretax designators: ADDL: BC UNIF LL.DL' 20.0 PLF 0'• 0.0' TO 35'• 6.0' V • - C,CN,CI8,CNIe (or no prefix) = Compuirus, Inc BEARING MAX VERT 8AG REQUIRED BRG AREA Y,Y20N5,Y18NS, ' MiTek MT series BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP LOCATIONS REACTIONS- SIZE 50.16. (SPECIES) AND BOTTOM CHORD LIVE LOADS ACT NON•CONCURRENTLY. 0'• 0.0' •1490/ 2627v 2.50' 4.20 OF 1 6251 ( 2 ) complete trusses required. 35'- 8.0' •1490/ 2621V 2.50' 4.20 OF ( 625) 1111 J03n together 2 ply with 3'x.131 DIA Gus LOADS AS GIVEN. nails staggered at Design conforms to gain ■indforce•resisting 12' oc throughout 2,4 top chords, system and cooponents and cladding criteria. A Al 12' oc throughout 204 monad chords, 1 12' oc throughout webs. Bind: 110 con, n'20ft, TCOL =4.2,BCOL'3.0, ASCE 7.05, Enclosed, Cat.2, Exp.B, MAFRS, interior zone, load duration factor =1.8 End vertical(s) not exposed to wind. • _ 17-09 17 -09 - 7.01 -09 _8.11.13 7 -0.09 f - 7 -01.09 ' 7-01-09 U -1.5x4 M -3x10 Li -3x6 , M- 3x10(5) 8-3x10 U-3x10 11-1.5x4 2 - -- -� -- - -5_- . c1 -r • 0 • 0 0 A ��/ ♦♦ �/ 44 c r ^` r , 1 -f 8 '8 t0 I 12 U -3x10 • M -3x6 8-2.5x4 1 14-1.5x4 8.3x6 1.1-3x10 • 0.03.08 7.01.09 6 -11 -13 _ 6-10-01 6-10-01 7-05-01 y ______ -k- l 17 -09 17 -09 35 -06 ����0PROF JOB MANE: PARANJPE 36.0.0 4 PLEK • Al Scale: 0.2435 � � `e 4 � 0 GINE F'Q `�O WARNINGS: GENERAL NOTES, traces nee rated 4 t mns. 01, ■ ) I. &Add 0 cloaca contractor 444.10 Eo paced al 11 M How Ge1e I The truss Oman 4 odequale d mr snorts no debpn po'ams sno, Reese � i i s . Truss: Al m , a WarmpsFormmnn.GOnomrmences and appwal4no t,dn tl eDup (�/J(rte 2 2.4 oonwrtmm net mp dad m r Noon wee aw • . buu deapor m buss er�p lees ] m"�r• rot tw, 3 Al Nbry tram retrim,p dee,erlb such a lonymury and porrrsvm,t 2 . Dyson assumes the lop and tenon tires to m rteraey traced a1 • 4D DES. BY : JJ IOW/ Otani rm1 m ads Q ed bT aespror d Tort**, stature z o c aed m 10 u c mapocsM y mi.. x traosd augnr t o m relit by 0 '� DATE: 12/28/2011 cmwT .: aasuros no OREGON msp nOS ter sudb braang 3. 2a 'Mad hal(rO ate NINA a nattered w ens sho • °m r 0 , v 1. No load a ged 5191240410 any Iari .451 a trom and 4. tna.Ls d bum i t he fjC ♦j• O C mlpmamrxy d the mtporaro cadracb. 0 • 5054 06 wrrnr, am oa,,,cce and d ro ter woad my rme pram pmt 5 Daw n aswnm Memos ant tote wed n e nencamar0 enreleero,r p t � Otter toles m Weed m any command. and so a 10ry mr,de,orf d sun. r` : r-` _TRANS ID: 328706 5 Cancel no thane m war a assumes ro rusponwty km bra 6 11'191 ntu el t0 bomnnp m Wppmis 'hp"' Sh"rn m redpe d It l?: ii tamrauon, hertmr,p Moroni oral d b.m • aao„ tpm•xs 7, town commas a0oquar msrapo,s pmed r,0 " e Nis dowpnn Penntwd subject to ate 6,sU4Dr4 set 10101 by 8 Naha WO be Crated on 010, tame d m. n and paced so mew cola( EXPIRES 12/31/11 Iu�I l �� I �� II,�I"I rplNYrds at SCSI. cotes dwnO, wa to lvndlod upmlmW¢.1 Oats W , poda o issue 1 I,' J Iglu, ill CompuTrus . Inc. Software 7.6.3(1L)-E d Fabau°�ra`n o w . dowwl05 10 r0 asc aerostat steed kSR -25211 (Cora V I tees) arab, ESR•1311. ESR• - 1994 ry� ala 1988 (tril) • • ' I' II�I'I !� 1, -. • IIIIIIIU411 This Design prepared fro • co input b •ARIEL by VANCOUVER WASH 360.574 -7333 • LUMBER SPECIFICATIONS TRUSS SPAN 35'• 6.0' TO: " 2x4 OF •et6BTO ' LOAD DURATION INCREASE • 1.15 1. 2 =1 -5) IBCO200� 8=1.4591 2734 7=1 tOFICp =1.5 BC: 2x4 DF HISBTR SPACED 24.0' O.C. 1 2953) 111, 10O. . t =( 01 197 6185: 2x4 DF STAND 2- 3 =1.27971 B. 9.1.14101 4058 7- 2 =1.20531 ■1039 4-I.13751 473 LOADING 4. 5 =1.2799) 1 974 t0. 11.1.1415) 4078 8. 3 =(•1360) 501 71 11- 5. 12=1.29551 1040' IC LATERAL SUPPORT a =,12'00. U. LL) 25.0)•0L( 7.0) ON TOP CHORD - 32.0 PSF 5. 6 =1 •5) 10 11.12 =1 •981) 2738 3- 9=) 0) 200 12. 6 =) •1861 111. ' • BE LATERAL SUPPORT e= 12'0C. 0011. '' . • DL ON BOTTOU CHORD = 5.0 PSF 9. 4.1 •12) 9 ef Connector plate prix desi nators: TOTAL LOAD 37.0 PSF 0,01,010,01113 for of prellxl = Coapuirus, Inc BEARING RAY VERT ORO REQUIRED BRG AREA Y,Y20HS,Y18NS,Y16 = UiTeY UT series LL • 25 PSF Ground Snow (Pg) LOCATIONS REACTIONS SIZE 60.IH. (SPECIES) LIMITED STORAGE DOES 1101 APPLY DUE TO THE SPATIAL 3S'• 8.0' -312/ 13140 2.50' 2.10 OF ( 0'. 0.0' -312/ 13130 2.50 2.10 OF ( 6251 1 625 REOUIREMENTS OF IBC 2006 AND IRC 2006 HOT BEING MET. BOTTOM CHORD CHECIIED FOR IOPSF LIVE LOAD. TOP Design conforms to main esndforee- resisting AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. system and coopinents and cladding criteria. Mind: 110 eph, 71=20ft, TCDLF4.2,BCOL.3.0, ASCE 7.05, • Enclosed, Cat.2, Exp.B, USERS, Interior zone, load duration factor =t.6 End vertical(*) not exposed to rind. • 17.09 17-09 � f_______ 7.01 -09 1 6.11.13 7. 0 1 7 -01.09 -- 7-01-09 _____f . i • 8 -1.5x4 8.3x10 8-3x6 1.1- 3x10(S) 61-3x10 Ii -3x10 M -1.5x4 • s _ - I 1� 4 6 1 . 0 r c in 0 12 8 .3x10 M -3x6 M -2.5x4 818HS.3x12(S) 61 -1.5x4 M -3x6 U -3x10 - 7.05.01 6.11.13 6 -10.01 6-10-01 7.05.01 - 1 -- - .y 1 17-09 17 -09 . .1 - 35-06 .S'L, 9E0 PROp ' JOB NAPE: PARANJPE 36.0.8 4 PLEX • A2 Scale: 0.2418 4ij 4' j'4 e6. �O ' WARNINGS: GENERAL NOTES, union odrnrse naiad • I. B,Nde and erosion canbocrdr $hod m w no l aned of al Glw lades I. l In us oo b design o oeab tor d Room Sc .sig, warmers moon Roe - '. • i Truss: A2 z. at m b% compression � mnsmcum cmere dos buss vwas sO ur$ °°Du+WwAmro-v . r Me (((//a/9 • bo roble4 aeons shoots .. OREGON ]. Ae tamral Am" '''''En) der,or b a rd, os odWO eY aW parronml 2 Onsgn aswmoa the 4 mid m7 om o drds b m L1Mnml brara0 al • i0 DES . BY : JJ malady =ono oust bo desig ed try dosigry ce combats. sbuebre. 7 d b and m oa o e .ataemvely unless brac w ouyn,e a rse oeph 0 ,'� DATE : 12/28/2011 CorpuTro assumes no respen•iery la or . br4ond. 3 L unpact assumes a la nai I plywood ev re as Mare sheen • dty.aa(ee1 TO ) O v • 4. No loos soma be moral b dry cormorant wad after $ tramp and 4 Inaasaeon of Enos ,i So onoont ley of mo Iespoa,w Wnbacs. 9- F{ 6' O . • S EO .: 5054907 1..bn.ra.re mmpM. and a no las roJd ;pry 1.3..j. woo. am s Oman asu,n,es blazes am to be used in a nar.cortes.d.noronro rd. down loots be append to any comment s eomvdr „� control mot are Mr 'dry / .I •/ • R, • TRANS ID: D : 3287 C P ,b xonf dr w assumes ro repe Wly rm On 6' Dcsral s m assuno b6°.v.°8 m m .q klppdd w ■ Ysn. Shun a oa "WW2 e horm ab, b;a.c . np. stoproord and shits os of coopo,ots 7 0. assumes adopwt5 a p 11 ?.' 1 i - . IIIUU�IUU�Iu INIUtlIUUUII 6 the das ., S nolad' adbMehma,doesne70,by a Rahn Ma V on laces es uss placed sotnarCenter ( EXPIRES 12/31/11 1 IPIMICA n SCSI. mom al sash ed bo Moaned man request ergs 021100o O vas aanl coma Yrus 9 Q)b .drab wo al pLYp n umnce. CompuTnla, Inc. Software 7.6.3(iL}E to For ms a connector Motu do. calms see ESRa (Coma ro> • • mato ESR•1311.E I985 11 - -- • f • . IUIIIIIUO This design prepared from computer input by ARIEL TRUSS VANCOUVER WASH 360-574-7333 ,. 11103808 SPECIFICATIONS TRUSS SPAN 35'- 6. IC: - 2n4 OF 416BTR LOAD DURATION INCREASE : 1.15 (8C Mx M 9'( 19 9 .) -982) FORCES 4a RI 2387 9- 2 9 1'( -1. 199 BC: 2x4 OF 4188TR SPACED 24.0' 0.C. I. 3 =1 . 2165I4) ) 1173 48 9 .204) 199 2 BEBS: 2a4 OF STAND 2. 3 =(•21651 803 9 =1.1004) 2387 9. 3 °( -204) 618 LOADING 3- 4- 1.18761 803 10.- 1.10041 2387 9. 4:( -684) 262 IC LATERAL SUPPORT <= 12'0C. UON. 1L1 25.01.01( 7.0) ON TOP CHORD - 32.0 PSF 5. 6.1.2879) 991 It B•( •8821 2061 0.15 =1 01 131 5. 7 :1.51 803 15. : 41 1 31 BC LATERAL SUPPORT <- 12'0C. UON. Ol ON BOTTOM CHORD = 5.0 PSF g ) =(•2182165) 946 5.11 1 =1 ( -664) 262 TOTAL LOAD : 37.0 PSF 7. 8.1.2414) 1173 6.11.1.204) 618 NOTE: 2a4 BRACING AT 24'A LION. FOR tl. 7 =1.191) 199 IL ° 25 PSF Ground Snoe (P9) ALL FLAT TOP CHORD AREAS NOT SHEATHED BEARING BAR VERT tax HORZ BRG REQUIRED 8RG AREA LIUITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) REOUIREUENTS OF IBC 2006 AND IRC 2006 NOT BEING NET. 0'• 0.0' -3121 1314V -1041 104H 2.50' 2.10 OF ( 625) Connector plate prefix designators: 35'• 8.0' •312/ 1313V -104/ 104N 2.50' 2.10 DF 625) C,CN,C18,C618 (or no prefix) = Coapuirus. Inc BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP U,Y2OHS,N18HS,U16 = YaTek NT series AND BOTTOM CHORD LIVE LOADS ACT NON.CONCURRENTLY. DOsign conforas to cam eindforce•resistsng systeo and coaponents and cladding criteria. Wind: 110 opn, N =20ft, TCOL =4.2,BCDL =3.0, ASCE 7.05, Enclosed, Cat.2 Eap.B, 1FSFRS, interior zone, load duration factor•I.6 • 9 16.00 1 1 - - - - __ 9-09 4-10.11 4-10-05 5-02-13 1 5-06-05 - 1 5 -02.13 1- 4 -10 -05 4.10.11 1 -1 - -- 1 -- - 12 ` U -4x6 11-4x6 -12 6.00. 1.1.2.5x4 61-2.5x4 6.00 61-1.5x4 8•1.5x4 "/„.;:zrz, co ..---------- ___----, k ____,-------..%------ co ° 1 N•4x6 61-388 0 2 5 11 6 t o 41-3x8 11-4x6 ° N- 5x6(S) 1- � - _ _ 1 _ 9-03-12 - 8-05-04 . 8-05-04 1 - - 9 "03.12 - -_1 35-06 5 -cP a�p P RpFFi JOB MANE: PARANJPE 360-0 4 FLEX • A3 Scale: 0.2518 <, 4, .01) 0 WARM68: GENERAL NOTES, unless aborossohaled te r /U 1 &Jain ad cocoa, 00.00[00 should a adn.ed al Y Ganaai elutes 1. less buss dew a s 0060.00100000 &o", Were.. Yawn Ro now • 2 Truss : A3 and wrys babes can e.e a, cartnvacos. and approve/ n am nspasabuy al tho banking 60.sonor. not Cho L 2 2.4 convoy an Yob 03000g oa61 be .staled Aare Yvon.. Lusa dowpaco a bass aepnoo. _ 3 N 14a re/ race IYNtn dell .war 0 tWrparal and Dennsurerd 2 Q•sgs assumes P.O by end tab oo .tsars b bo lobe" era1u0 01 • O REGON 4p DES. BY: JJ Buauyteams? stbe &wired bycloupn.adw, 4040oewae. ?oa . drrdaaas )and,oee.lorclInby N 1�LVV1, Oi -4 DATE: 12/28/2011 r mrWWI t.s sbaatwgla asp le endw byw0kBC1 j• arprlru..swmea re sw rams4alr a .war tr.vq 3 L WWI dprq a lance T '` O 4 e SEQ.: 5054908 m load shout, bo &pod to any component wed .0 maboo and 4 lnsta4aeen truss a lee rea m y 1 y al be 10.00 . shorn .0 o g F V , v (risers.. no anpsnb aM d uu err. owe eny pads 900tco era. 5 Orerps 0.1001011. Inaba ro b bo 0.od es • rcnmroura 0nncoeaml O down loads be raaa. ap1Laa to any c0n3o and are be • cry 6000.i01 01 U.. TRANS ID: 328706 5 Consul no has no card cum and assures no moon tory tco 6 0.i.g. aawthea ba borase.l .eppae Moan. Mu or e•ac• ''' d�S t sd Yn t baton. tu.ne. .t.at and nsuiam a sarparenas. I L! {: 7 i 1 i. G P 6 Iessd 7. Down samba b 1 arms o banobedrood to No rntateri a lass by 8. Kilos Yea be l0=atsd on both tacos ol buts. 1..1 placed sus ewe Donor EXPIRES 12/31/1 nalto I��I� 1 t'In 1111 Ili 1 Co p•I.w rU1n SCSI. Maas or Nuwhen wd 000 hassWSOA aged repse+s lneamn eta eta al soon lee. 111111 LSS nlpuTrus, Inc. Software 7.6.3(114-E 1oa w `a obrr, 00001 a mc n aayr.aca.>C LSR.25rl (Carew tnal .9406 [511.1311_ ESR•Ibee (Weal ' ) s_ _s ti I I11-11Iu1N1 This design prepared from computer input by ARIEL TRUSS VANCOUVER WASH 360.574.7333 LUMBER SPECIFICATIO'IS TRUSS SPAIN 35'• 6.0' I2C 2006 Y3 MEMBER FORCES 2061GDF 1 IC: 204 OF e1ABTR LOAD DURATION INCREASE : 1.15 ) BC: 2x4 OF HIABTR SPACED 24.0' O.C. I. 3= (•24 1327 1.12 =1 1 2061 2.11 = (. 156 REBS: '04 OF STAND 2. 3.(.21651 1125 11.12= 1.1211 2367 II. 3 =( 2151 618 LOADING 3 <=1 01 0 12.13.1.12111 2367 11. 5= 1.664) 311 3- IC LATERAL SUPPORT <- 12'OC. UGH, - 1.24 761 971 13.10•(•11161 2061 5.12.1 •13) 131 LL) 25.01 ON TOP CHORD • 32.0 PSF 5- 6 6- (•24091 1188 . 0)•OLI 7.0) LATERAL SUPPORT <= 12'0C. UON. DL ON BOTTOM CHORD = 5.0 PSF 6- 8 =1.1676) Oil 12 3.1 •4 131 TOTAL LOAD = 37.0 PSF 8.13 =(•6611 ) 1f 6 7. 8.1 01 0 8.13•(.215) 618 NOTE: 214 BRACING AT 24'OC 000. FOR LL = 25 PSF Ground Soon (P9) 8. 9=1.2165) 1125 13. 9 =1.191) 158 ALL FLAT TOP CHORD AREAS HOT SHEATHED 9 10 =1.2114) 1327 .._ .... ,_„ _ LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Connector plate prefix designators: REOUIREMENTS OF IBC 2006 AND IBC 2006 NOT BEING MET. BEARII,G SAX VERT KAT HORZ BOG REQUIRED ORB AREA L,CN,CIB,CNIB (or no prefix) = CadpuTrus, Inc BOTTCU CHORD CHECKED FOR IOPSF LIVE LOAD. TOP LOCATIONS REACTIONS REACTIONS SIZE 2.10 (SPECIES) U,1120HS,U18HS,U16 = Rank YT series 5'. 6 .0' .376/ 1313V .144/ 64 2.50' 2.10 OF 1 6251 AND 80T1DM CHORD LIVE LOADS ACT Hpfl•CONCUHRENTLY• JS'• 6.0' •3761 1313V .144/ 84H M 2.50' 2.10 OF (625) Design colons to main Rindforce•reslsting system and components and cladding criteria. mind: 110 eon, n =20ft, TCOL= 4.2,BCDL =3.0, ASCE 7.05, Enclosed, Cat.2 Eap.B, IM'F RS, • interior zone, . oad duration factor =I.6 1' 11.09 __ 12-00 - _ 11-09 4.10-11 4-06-13 2-03-08 3-02-13 5-06-05 3-02-13 2-03-08 4.06.13 4-10-11 9-09 r -- - 9-09 12 7 { - - - -- 1 12 6.00 M•4x6� M•4 %6 6.00 M•2.5x4 M -2,5x4 5 6 M -1.5X4 M•Sx4 Go ..----- Zr \ 1 11 - I In t0 ° 8I .4x6 61-3x8 0 .25' M -3x8 Li-41 ° U- 5x6(S► 1 - -- 1 1 9-03-12 8-05-04 8-05-04 - -1 - -- - 9.03.12 J. J. . -- 35 - - -- - - � PRpp JOB NAME: PARANIPE 36-0-0 4 PLEx • Al Scale: 0.2517 VI 4i .,GINES. - WARNINGS: GENERAL NOTES. uneoaa wenr.n noted /� I. &odo, and madam ,onnopp stela* be aimed d ai Gomm! taxes I. Ina w» *m ,s !'..1 ado0, 310 fa me dawn p,ramees shown Rome. i ,:71 Truss: A4 . Wa ne,gs Worn m558101en common., and approval o be , o , o , a , wwr al Ow Widen daylong. m be (s,- 2 2,4 hanpos,m web brawn row to nsWed W:am shone -. truss 4051(yer a 171512 eq�rer Al a Lewd taw ,aa,suhg ,>te,,,h„ps such w enpen+y an pam,ram 2 Doa,p, as unan the by .me foramn hoards to bo Saar" braced at • OREGON 4D WOAfy brararg be ramped by downer of calebtu Wolof, oWolof, 2 oc daddtonc r uch •dy,.ias,hacad TC)an la y i I 0 '� DES. BY: JJ DATE: 12/28/2011 Conhwuaa n,ne. , o , a,panat ly be warn Rosy 3 2i Maalox; ai L oy n e t a nia00 t al n aeTC1 m,d m d,wag 1 ! .�c' --.1 4 No lose shtiA1 be amine to any conpa,ont taut alter ad loser g and 4 Inalaaabn os of Ovsii n ba r ��p n � anew no c • connects, I Qf. ` a O v S EO .: 5054909 bobso .la mo can oels and 01 no biro should any loads 5000 ca 5 Dawn ashes busses ae� � al a nmM ,onwo15naN 7 ID: °°' ° to any ,"n,°,ed 6 meb °y°anad°" of MO. Q' • 5 Co lwrlYa comma Wax and assumesno,aapnybayhamr Wt 0085005 habaae t5snan,Shene. 504.4 n R. C P S TRANS ID 328706 bmnraten. landing. Manion! ant mlama/m of comments Doug. uai /1 / ( : !; f N 6. lies 7 tes snap elosM dobdf 1.005 1 ovdW 41 no I tare. 1.., lrtat al aril! Iii hell au ,a turescodages b lie it be U n w d h a Raley mud be bt Mud on beet Leos Of hu». ad pfa[od Be Per cats, EXPIRES 12/31/11 IlWW1G n NC9. copes of rloQl ail be faas.d,po mQumt trap coned. nob pru coact trap CompuTrus, Inc. Software 7.6.3(114-E 10 11 Nob or 'a. rh l"', bessayESN.25271Conmeln„l , mar ESN•till. ESR. 19ee(M,T.Yt • 11JJiisi This design prepared trop Computer input by ARIEL TRUSS VANCOUVER WASH 360.574.7333 LUUBER SPECIFICATIONS TRUSS SPAN 36'• 0.0' IBC 2006 VAX MEMBER FORCES a6AIGDFICq -1.25 1CM TC: 244 OF e168TR LOAD DURATION INCREASE = 1.15 3 2. 1. 1 •61 28 2.13• BC: 244 OF s168TA SPACED 24.0 O.C. (•1173) 2055 3.13 =1.186) 9 RIBS: 2x4 OF STAND 2. 3 =1.24081 1404 13.14 =(.14081 2384 13. 4.1.2611 816 3. 4= 1•21821 1236 14.15- (•1408) 2384 13. 6.1.8641 428 TC LATERAL SUPPORT c. 12'0C. UON. LL( 25.01.0L( 7.0) on LOADING CHORD - 32.0 PSF 4• 5°1 0) 0 15.11.(4i73) 2055 6•14•( -31) 131 BC LATERAL SUPPORT e= 12'0C. UON. DL ON BOTTOM CHORD = 5.0 PSF 4. 8•(•1873) 1078 14. 7 =( -151 131 TOTAL LOAD = 37.0 PSF 8. 7 =(.2407) 1395 7.15•(.664) 428 7. 9- 1.18731 1079 9.15 =(•261) 616 NOTE: 244 BRACING AT 24'0C UON. FOR LL a 25 PSF Ground Sios (Pg) 9. 0•1 01 0 IS•t0- (•188) 98 ALL FLAT TOP CHORD AREAS EDT SHEATHED 9.10= (•21621 1236 ' • 222 2 C "- LTUITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 10'11•(•24081 1404 OVERHANGS: 12.0' 12.0' REOUIREMEOTS OF IBC 2006 AND IRC 2006 301 BEING MET. 11.12 -( -36) 28 M•t.5x4 or equal at non-structural BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP BEARING MAX VERT MAX HDR2 8R0 REQUIRED BRG AREA vertical limbers (eon). AND BOTTOM CHORD LIVE LOADS ACT I10G•COHCURAENTIY• LOCATIONS REACTIONS REACTIONS SIZE 50.1N. (SPECIES) 0'• 0.0' •4681 1396V •199/ 3911 5.50' 2.23 OF ( 625) Connector plate Prefix Oesi nators: 36'• 0.0' -468/ 1396V •1991 39H 5.50' 2.23 OF ( 625) C,CN,C18,CNT8 or no prefix • CoopuTrus, Inc U,U20HS,U18HS,M16 = MITek UT series Design Cameras to tail elndtorce- resisting system and components and cladding criteria. ling: 110 spit, 11=20ft, ICOL•4.2,8CO1 =3.0, ASCE 7-05, Enclosed, Cat.2 Eap.B, BATAS, interior zone. load duration tactor•1.6 14-00 8.00 1`-- i 14.00 1 5-01-11 1 4-06-13 f 4-03-08 T 02• T 5-06-05 1 1-02-13 _ 4-03-08 T 4.06 13 - 5.01.11 r - l2 10 - - - _� N.4x6+ 6f- 4x6+ f_______ 10 6.00 ./- 12 • 6.00 U -4x6 M-4x6 M -2.5x4 N -2.5x4 .-- -- R 7 -f . U -1.5x4 ,..,..,,,,--"'''''''' ZVIN U.1.5x4 Co 13 o M-3x8 61.3x8 11 0.25' 15 - - �i2 W -3x8 9.3x8 � Y- 5x6(S) 9-06-12 y 8-05-04 8-05-04 y -; . ,_ - 9-06-12 1.00 36-00 -` ��� ��'RpF J08 NAUE: PARANJPE 36.0.0 4 PLEX - AS s Scale: 0.2353 4 � V � C�GTNFt<` , p �? WARNINGS: GENERAL NOTES. utbss atnaeoe /toted. ' W I. O.Nd and easel corneae, roitn s be maned of N fiortaat lions 1 The Wm design a adequate for On do sur pota Owen v Remo* ' • j N", •r. Truss: AS end wan ngs before confbuaon canteens. AM approval rs eo respells* of die Widen doagp n . a the 244 moor oss.on iota ,rearm „�, In "Wed . 4,4,0 Haan ,mss envier or eta enprte0r. OREGON DES. BY: JJ 3 Al ,.viral Gate rospsnd dements Inn .: iwrpaary and parrrssrtortl 2 Dense assumes de twang moon alms m on laterally traced a • natant/ broom nasal to clawed e/ designer a omelem"Inane t 00.o u soa ac. sent and/ urdess e,er ��org�pmvtq 1 DATE: 12/28/2011 Cour:Inn as nor respeob>aty lo ewebr mbread shoal; or Hind anon lea • tlryrmt(MCI �j 4 •0 A No low snood m aDom 3. 2e bread tenons a lateral name tapered anon ulnae • • ' ` 3E0.: 5054910 annoy no oatp one r no w. component ea eranrm one 4 eetannen m truss o e» mnpnwtry a the ra toolne coreaaor / Q 0 E R G Q 31 neap tows Le appled t, w, kssaa weal, man s Door aeares busses are m 10 used n o rtonmmstse eDoearsree. TRANS ID: 328706 a cowmen and we 101 'dry cannon' Ruse. ei. CP�� 5 C arputrus tus no control Doe W assumes no respornolay Iv ma 6 Dosgt awtm M beamp m as ssppma HOen 6616 a +•rdgo d 84motmn. hominy wpno0l and etstasabon of co prints Desig sary' 11 [: I (f I 111111 luI�UUl�l 6 I YI CA.,OCSLc x 01 01 5 1 .Non&.nd g a w nonage k.ozwadnw °mWaOd EXPIRES 12/31/11 1PYw1GnBC5l.cepm tot eibou o scd orthby a,ml yteecoo center yes C ompuTrus. Inc. S oftware7.6.3(1L)-Z t of�taser oawnbde mo`vanessae C5N•2528 IConpoinn I enJfa CSR -1311 ISR• 1 481k1.1en) r. 1111011 w. 0 This design prepared from Computer input by ARIEL TRUSS VANCOUVER WASH 360-574-7333 LUMP SPECIFICATIONS TRUSS SPAN 36'• 0.0' TC: 241 DF 018810 LOAD DURATION INCREASE 4 1.15 18C 2006 YA NEMER FORCES 2055 F 3-l3 ( 2S TUI 8810 SPACED 24.0 O.C. 1. 2 =( -36) 28 2.13 =(•1318) 2055 3.13 =(•1861 83 BC: 244 DF 41 NESS: 2a4 OF STAND 2- 3.1.21081 1570 1 3 -14 =(•1682) 2384 13- 4•1•3511 618 TC LATERAL SUPPORT <= 12'OC. UON. LOADING 3. 4 =(.21821 1411 l5- II.1.13101 2055 5.14 -I •381 131 (.16R') 2384 13. 5 =1•6641 581 BC LATERAL SUPPORT c: 12'0C. UON. LL( 25.0),DLDL 7. BOT10U CHORD : 32.0 5.0 PSF 4- '181 1234 6:;0) 0 15 -I 1` 5. 8 =).2407) 1669 t 8•) •35) 131 TOTAL LOAD 37.0 PSF 7. 9 =) 0) 0 8. 154).664) 616 mama AT 24'0C UON. FOR B. 9°(•1873) 1234 9 -15 -( -3511 616 ALL FLAT TOP CHORD AREAS NOT SHEATHED 1.1. • 25 PSF Ground Snow (Pg) 9.10=( 2182) 1411 15.10 =1.186) B3 NOTE: 2a4 LIMITED STORAGE GOES NOT APPLY DUE TO THE SPATIAL 10.12•(•2 1570 OVERHANGS: 12.0' 12.0' REQUIREMENTS OF IBC 2008 AND IRC 2006 NOT BEING NET. 11.12'1 381 28 U -1.544 or equal at non - structural BOTTOU CHORD COECKEO FOR IOPSF LIVE LOAD. TOP BEARING NA3 0001 wx 00w2 BRG REQUIRED BRG AREA vertical peepers (NOM. AHD BOTTON CHORD LIVE LOADS ACT NON-CONCURRENTLY. LOCATIONS REACTIONS REACTIONS SIZE $0.10. (SPECIES) Connector plate prefix designators: 36'- 0.0' •532, 1 98V -135/ 1040 5.50' 2.23 OF 1 8251 C,CN,CIB,CN18 (or no prefix) • Coopuirus, Inc Y,Y20HS,YIBHS,1116 • BOOR ■T series Design conforms to Rain elndforte•resisting systes and co:ponents and cladding criteria. Rind: 110 mph, e•26ft, TCOL•4.2,BCOL•3.0, ASCE 7.05, Enclosed, Cat.2 Exp.B, MAFRS, 1 interior zone, l oad duration factor =l.8 16 00 4 -00 16-00 5-01-11 4-06-13 5 -06 -05 0 3 4-00 0-09-03 5 -06 -05 1 4 -06 -13 5-01-11 1 1 10.00 f 1 10-00 1' 12 7 6.00 12 8.00 • ....,''''.* vNt.,....` 1.1.1.5x4 Y -1.5x4 o RD M -3x8 fd• 10 .25' IS 47 M -3x8 11.3x8 1I.5x6(S) i l l 9-06-12 8-05-04 8-05-04 9-06-12 -~ 1 -00 36-00 _ % ) 1-00 to Flico, JOB RE: PARANJPE 36-0-0 4 PLEA • A6 5� V j Scale: 0.2228 � � � � � G1NF � RAISE: : •P wARMNW: GENERAL rtoTES u pea eaawuo raw Truss: A6 1 e a and m,mon .e.10o should be alvaed d. Guaat Notes I The buss Oman a aaedaee Im demon panel Revw,. - a.eegs Mora mebuc4oe OaTpens and opptc +al a Ole rasWeEM d Ole ' • �� bhaedep Oesger. mew ` V � i - 2 234 cvoptessan web tramy .11.111 a,at.aed woo shams •. Dub cbtea er u inn, mortar DES . BY : JJ suban trace% 3 AO Wand kite reaoahg dements such a temporary ad oetna+ont 2 Oebbe adtames De beat° M m" duads re to Y d tt � a1 D ��N mdl be °wiped by downer d camplau MedVO 7 o • and et 10 le c meteecarety mans traood ea W DATE: 12/28/2011 Conpuirw =WOOS no nnpanbery Ix we meuous sheathe such as plywood Yeaero)TC) ar da dm• t) 0 ,� c) r/ �� Wang and 4. haa �.�Alttyywm sateen ooWeare respective r 0 0 ER G' �v No east .14400 be envied many mnaaoa weld one. ena SE0.: 5054911 tor, m�r, a, n mmo,,, e am.1no be, vd,,, tam 5 Designasnaro . "n,esare tobe toed aanamwtmnte00 0mdta TRANS ID: 328708 m•ah loom be aaed to gay txeoa,h.a and do fa 'ay to diem d use � • R C PA R' 5 Compubus hum oanbd owe and nn enoa m rowans* be oe ° Dasgh asuhhad 641 b.anhp d al WW1, to shorn Snm a Rodeo d tatrotah. Santdn, ,klease 0 wed aabiabst d amoa."ts 7 D age a arwd. 1 ? : � 1 i 11111 I _ Di I44I� TR L 6 The dough d hhmNed caged I. de btrlmaa sal loth w e. Rates s O btu an b erhai. OW Pt ap,d W hem osola ,W fCA n 0091. capes anba:lh el be h.naled upon teased bbs aaaam rat ,ant said troy EXPIRES 12/31/11 CompuTnls . Inc. Software 7.6.3(1L).E 1 0 F or L art.oa enahc,es .a.LA, L5R.1311 ESR•1988 ITATa s see ESW252D 1r�„pulrus) Y_ Y . 1 ■ 1 11 1111 I1I1 This design prepared from computer input by ARIEL TRUSS VANCOUVER WASH 360.574.7333 LUMBER SPECIFICATIONS TRUSS SPAN 36'- 0.0' TC: 2x4 OF CISBIR LOAD DURATION INCREASE • 1.15 Design and) Cre5 ne main and cladding BC: 214 OF 0168TR SPACED 24.0' O.C. system and components and cladding criteria. 018$: 2x4 "F STAND wind. Ito oph, h•25ft, TCOL'4.2,8CD03.0, ASCE 7.OS, LuADING Enclosed, Cat.2 Es B, IATRS, TC LATERAL SUPPORT <: 12'0C. UON. LL( 25.0).DLI 7.01 ON TOP CHORD _ 32.0 PSF interior zone, l duration factor•1.6 BC LATERAL SUPPORT <. 12'0C. UON. DL ON BOTTOM CHORD = 5.0 PSF TOTAL LOAD . 37.0 PSF Gable end truss on continuous bearing wall U09. NOTE: 214 BRACING AT 24'0C UON. FOR LL = 25 PSF Ground Snow IPq) U-1.5x4 or equal typical at stud verticals. Refer to CoOpUTrUs gable end detail for ALL FLAT TOP CHORD AREAS NOT SHEATHED BOTTOU CHORD CHECKED FOR IOPSF LIVE LOAD. TOP cooplete specifications. - - •" " ' - '•- AND BOTTOM CHORD LIVE LOADS ACT NON COVCUR.RENTLY. 11-1.5x4 or equal at non-structural vertical members loon). U•1.5x4 ■mere shown; Jta:3. 7,10.14 11-2.518 where shown; Jts:17-28 Unbalanced live loads have been considered for this design. Connector plate profit designators: C,CN,CIB,CN18 for no prefix • Cosputrus, Inc M,Y20HS,MIBHS,1118 • VITek UT series 16 - - 2 16-10 •(— f ! 7-11-03 8-11-05 2-03 8.11 -05 7-11-03 3-04 2-08 2.0E 2 -08 2-08 2-10-08 f 2-03 f 2-10-08 2-08 2-08 1 2-08 2-08 3 -04 ! f — f f f f -- -f -- t •f 1 — l. 1' ( f 12 12 6.00 U -4x6 U -4x6 . 6.00 I1- 3x81S) 1 M-3x6(S) + 1+ . i i_- t • .. .....................!!1•� 17 1a t 9 20 21 22 3t 23 24 2 28 27 28 8 O • U -2.5x4 U- 2.5x6(S) U -2.5x4 1 4 1 1-- 1 1 1 1 1 1 1 1 4,___________y 3-04 2-08 2-08 2-08 2-08 2-05-04 3 -01 -08 2-05-04 2.08 2-08 2 -08 2 -08 3-04 1 -- - - - l 18 -00 18-00 1-00 36 -00 — p � ��tip PRo z. -JOB NAVE: PARANJPE 36-0-0 4 PLEX • AT Scale: 0.1989 �( 4•iaGIN WARIeNGS ns GENERAL N0TE8. we. °Monttln robe �t I Ridded and eeden , yreeda should be odw.od at at General Wes I Ins Inns dour n adequate for no des.on paranotom .town Rower ! J , w Truss: A7 and Wan.y. fola.a consSwd m commences ences end epporr a do row�sbaay of As skirt/ manor. na no L(,j/J (/�. 2 2o4w nmossen web trao e 9 weal to .atad sh ad whom own • Ilus day{rr51v twa1apnea Al 46 " kn. ' 616'66'16 aunt o. 1616P''''.1 and P66.66''16 7 2 o 4 aswmoa IN top and boeorn d.ords b be tatedaay trams d • OREGON DES. BY: JJ staidly downed edal corneal. sincere ran add al i v.orn .laatt. 19 t such ucaiso , y nameaabed pywood .ttestr■9t TC) rd,tr TTC)A arx J o dm wan myry(BC l 0 ,A 1 J I' DATE : 12/28/2011 Conprinn :mums no rn tospoor ry b m a h r such trap 3. pad treprv� 0, m,sat Mac9 mW . me snare shown • • I O,q `{ e" 64 4 No toad IHCOA1 bo whorl b any COnpmbnl 1104 alba as troop are 4 Inwafon al ens. n die rypoladobly d Co mneodee cawaoy SEQ.: 5054912 Lasedo rl om . v. 1. andWnoboo rtoabaregoldsgoat,.run 5 011 91asaw. tnneosm etobe used nafgYmlpyYeoPoRa.roe, 5 is. nn no b any corncorww 6 o1, b +• + rots u m ..span, ax"'" snm e, conbuTrte m eat end end assumes no re.pon.bYr Ice do p wedpad � R . C TRANS ID: 328706 design h• applied 6 Lin dow 0■rn b do 1 Adorn oa W P M by e R shall be busied m b Lioo O1f vus ai planed, bow wow 1;i1:/11 I III III �I�� Nal11111111 TPNNTGn BMA copes MsboeNbeA.raYOd oarmt Ile.co.nde.wtl „ pet COMM bees EXPIRES 12/31/11 CompuTlus.Inc.Soltwaro •7.6.3•SP2(1L }E o rObaseconne plate •,.,es boo ESN•2520 ICelesannl .alb ERR. 1311 ESR.I Deg (WTek). • • II ��I f I I IIII�III 1 :, ,t • ■ WI�IUII11 This design prepared from computer input by • A R1EI. TRUSS .VANCOUVER WASH 360.574 -7333 LUMBER SPECIFICATIONS TRUSS SPAN 36'• 0.0' VERTICAL DEFLECTION"LIY1T5: LL-L1240 /180 , TL =L • TC: 2x4 OF a18BTR ' LOAD DURATION INCREASE = 1.15 MAX LL DEFL = 0.002' @ .•t'• 0.0' Allowed • =' 6.100. BC: 21E4 OF 615879 • SPACED 21.0' O.C. W •t K TL.OEFL • 0:002''@ .'• 0.0' Allowed = 0.133' WEBS: 2a1 OF STAND VAX 11 DEFL = 0:002' @ 37'. 0.0' Allowed 0.100' LOADING .MAX TI. OEFL = • 0.002' 8 37'- 0.0' Allowed: =• 0.133' TC LATERAL SUPPORT C. 12'0C. UON. LL( 25.01.0LI 7.01 ON TOP CHORD = 32.0 PSF BC LATERAL SUPPORT c. 12'0C. UON. Dl ON BOTTOM CHORD 5.0 PSF -MAX 00012. ll OEFL 0.001' V 35'• B.6' __ •° TOTAL LOAD = 37.0 PSF • YAK HORIZ. Ti. OEFL = 0.001' 0 35'• 8.6' CZEO NOTE: 2K4 = 24 � OC ° UON. FOq LL ' 25 PSF Ground Snow (Pgl Oesign 00000ras to aSin aintlforce•resisting ALL FLAT TOP CHORD NOT SHEATHED BOTTOM CHORD CHECKED FOR COPSE LIVE LOAD. TOP system and components and cladding criteria. AND BOTTOM CHORD LIVE LOADS ACT NON•CONCURRENTLy. wind: 110 eph, h =2511, TC004.2,BCOL.3.0, ASCE 7.05, 11.1.514 or equal at non - structural Enclosed, Cat.2, EnP.B, 11aFRS, vertical r equal ((lank cone, load duration Gable end truss on continuous bearing wall UOII. • 6.1.5,4 where shorn; Jts:3.7,I2.I6 U•1.5K4 or equal typical at stud verticals. U -2.S.4 .here sheen; Jts:19.30 Refer to Coapuirus gable end detail for unbalanced live loads have been complete specifications. - considered for this design. • Connector plate prefix designators: 0 - 0 - C,CB,CI8,CNIB for no prefix) = Computrus, Inc I`'f 1`f tl,Y20XS,UIBXS,U16 = uirek UT series 17 -- 2-00 17 ' 7-11-03 f 9 -00 -13 2 -01 -08 8-11-05 7" =11.03 _ f 3-04 2 -08 2.08 2 -08 2 -08 2-07 f - 2.00 2.07 2-08 2 -08 2.08 2-08 3 -04 ' 1 f •f f f 1' - 'f -f 1' f f 1' -, --, f _, 12 12 • 6.00. " M -4x6 8 10 M-4x6 6.00 1 • . M- 3x6(5) 1 . 11- 3x6(S) • 1 • s • • 6 • '' 4 0 !1 f m it - 1( 4. - -F--- 1f 7 •r O 1 t G 19 20 21 22 23 • 24 33 25 26 27 28 - 29 30 s 8 G • M-2.5x4 11 2.5x6(5) . M-2.5x4 1 1 1 - 1 1 1 1 - L 1" ) 1 1 1 --"1 3-04 2-08 2-08 2-08 2-08 2-05-04 3-01-08 2-05-04 2-08 2-08 2 -08 2 -08 3.04 L 1 1 18-00 18-00 1 1-00 36-00 V 0� . S ��ckEO PROFF JOB NAVE: PARANJPE 36.0.0 4 PLEx - Al Scaler 0.1981 A c, � � �G IN F F a p O • WMrmNGS: OEAIERAL NOTE& unless 'Menem rota -. . . I. 0.01W. and e u tla u ucat canba wood nw0 d Ga es a4 mal No I Ths truss dawn a wisps se to an We. n DX ;MO ere N,oae Room. • ' a • Truss: A8 ' and Warnings bolos* oeramemr common a.d ap lwa Is e.e rwsponseuty d.ti to.noo dawn. nal .m • • 2 2e4 w r, .e nprassnn web bsa0rp mot to malodoar* .town •. buss clearer w buss rnanaer . DES. BY : JJ 3 N laler,r force roawt.,p • derrmnn .,r n sa tonpmory and permanent 2 i Canton p c am Como comets t d Meer brace] a m OREGON . crorl000rs we.* tracing mot m desired b1 r,uvprrm OI mnput structure ratpocardy wan Y erase dua,pinrd toe. br.�h W Cl .. • DATE: 12/28/2011 Conpaine asarnes no mapmao,►y tr .urn teen i. 2< b,�OCat1i a lat �rtl s p v1q T °o]'"' a'yr°yBC) !' a � n SEO.: 5054913 4 n u° � °tbe rooted t any ]aa component mnr.m as Craonp and 4 wewam or Kos a ° "D4"m .hero.ho ana •• r 0� G• O \/ • na IoboO elv ty u the Mann. cnt.. O R rnfptle and ot m trop Ovoid any 1Mda genital O ran 5 (Neap wanes Woes on, to be used n a ron.mroslra drncmmnN. - • • ID: 328706 d• w' loads to aopkelto any cenp'rtmt'. a memo r *dry molten' al ea gae. • 5 Campm »romind wwaroamrosnonnpmadiytoetne e spt aSUaThaIAWang Oa' .4.P.h.hanSt.CO MOP d / � �. C r' � � . • TRANS ID talarrason. handl% shrewd eel 00 10amt al cempon rb 7. Oa urns adequate teenage n pordpp - �L. (: �i 6 The Moos ra trwled nolcu t Cho brniZt re ae11a0C by a Plats 711X1 CO locator! col Coln laces of Inas, and placed ,o Itoe coon. I 111 l. MHO r lill IP1Kr1am BCSt. sa7.ha t..tdtamdlted soon rapsoil u osaarlcdewh Ord corder lrya EXPIRES 12/31/11 Iii AI 9 . ro b resale slat of µassn mays. CompuTrus .Irle.St7hware +7.6.3SP2(1L}E lo ra basetmneaeMaedaa++ppn sakes see 65 meter 6364311. CSR•ItBe(LLTd1 - • • 1 11E0111 design prepared from computer input by ARIEL TRUSS VANCOUVER WASH 360.574.7333 • LUNBER SPECIFICATIONS TRUSS SPAN 36'• 0.0' TC: 214 OF eIOBTR LOAD 0URATION INCREASE . 1.15 I2 2006 1441 UEUBER FORCES 52 3 TCY .0 O.C. 1. 3.1 5 I6 O- l)- ( .8131 2 0.14 =1.262) 162 BC: 244 OF e16BTR SPACED 24 MESS: 204 DF STAND 2. 3-1-2951) 1146 t0 -11= (•8061 2 10- 1 =1 •621 512 LOADING 3. 4=1.27001 969 11.12 = 1.8061 2125 4.11.1.722) 277 TC LATERAL SUPPORT <= 12'OL. UON. IL( 25.01.011 7.01 ON I NCA CHORD = 32.0 (IF 5. S= (1915) 764 12. 6.1.9431 2527 1. 5 =( -352) 1320 6. 7 =1.2710) 754 11. 6.1.7211 277 BC LATERAL SUPPORT '- 12'0C. UON. OL 04 BOTTOM CHORD 5.0 PSF 6 7•(•27001 969 6.12.1 -62) 512 TOTAL LOAD . 37.0 PSF 7. 8 =( -29511 1116 12. 7 =( -2921 162 OVERHANGS: 12.0' 12.0' B. 9.) •36) 28 Connector plate prefix designators: IL - 25 PST Ground Snon (Pg) C,CN,CIB,C418 (or no prefix) . CoopuTrus, Inc BOTTOu CHORD CHECKED FOR A 20 PSF LIUITED STORAGE BEARING UAL 0ERT MAX HORZ 8.RG REQUIRED 990 AREA u,u20HS,u,BHS,U16 - wok UT series LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2006. LOCATIONS REACTIONS REACTIONS SIZE 50.11. (SPECIES) THE BOTTOM CHORD DEAD LOAD IS A YINIUUU OF 10 PSF. 0'. 0.0' .340/ 16980 -200/ 200(1 5.50' 2.72 OF 1 6251 36'. 0.0' -340! 16980 •2001 200N 5.50' 2.72 OF 1 6251 Design conforos to main rindtorce•resisting system and cooponents and cladding criteria. Rind: 110 con, h•25f1, TCOl= 4.2,BCDL -3.0, ASCE 7.OS, Enclosed, Cat.2 Eip.B, YRFRS, interior zone, load duration factor.I.G 1 ._______ 1 8 00 18 -00 1' 1 ____ 9 -00.11 _ - 8 -11 -05 8.11 -05 9.00.11 -� - 1,____ 6- 04.09 5 -d9 -11 5-09-11 .f 5 -09 -11 1 5.09 6.04 -09 -r- - --f 12 t2 6.00 N -4x6 6.00 4.0' S A•A 7t 3.1' N -2.5x4 U -2.5x4 9-3x8(S) U•3x8(S) L1-1.5x4 / � 3 � � ,, M-1.5x co / \� - -- ° o to tae -- 12 - N•3x8 U -2.5x4 0.25' M-2.5x4 U -3x8 ` U- 5x81S) i -)`- _ y •, _ -_, 9 8-08-09 8-08-09 9 - i - 1 - 00 36-00 1 - 00 S���E0 PROpe JOB NAVE: PARANJPE 36.0.0 4 FLEX - A9 Scale: 0.2103 ma c` � , G IN E . WARNINGS: GENERAL NOTES. micas Monroe mad , ' / . Madan and onocren wnb,rclor r o, e *0 edraed d r CANNA Notes I Tins ha down n Moqute d the dew. pb,•reb• n. s m Renee L Truss: A9 and Warman before mneucba, mementos ant oypreral a ine roapcmpoly of to tr1100 emnra. nal en 2 2.4 mrpr•nron deb aaa.0 naal te sired wane smo.m • Irmo downer or tau enamor. nes loa w L"'''' ram ''''''"g e.'"'"' .rem m,anpaary an' p""'"""r° 2 Donn assume, me tap .rd boeorn ovals to Da Iola,* Cored b et r �� • , DES. BY: JJ .taLry botany rani be clearance 2 M downer d normals enema. z o c and at o ur o c r ouch 4, W urac y a> f acct neaq,nmd one BLS 0 OREGON DATE: 12/28/2011 eerrpe assumes no respan>tey b au4l b ip1t^10 ° "YieiA O p'+ "ooe a roomed dr.0(rtl4d a ayeay 1 J ,,L .1 4 No loaf Ina as *0 am.0 3 2a Impact Maws; or Orval buena roome Were oho on • • e Q V mpbd to any m,sense urea ober of tunny end 4 tabAaxon of Bess a as resporautty d me reapoama aaa.¢tr. '� R V O 5E0.: 5054914 Iaaren a,e "amble and a1 no tow 4 d any lamb grunts fun 5 Dan, .oven, tu .e to be urea m a nanmroone.r~. a.peat 0,.. down m be upp.w Io any cn.pan4• and ao b •dry a. nbon' d mo P TRANS ID: 326706 5 Capsule a no control ova aid mama rra,.,pa,>t„ry to the 6 116606 asvnes 61 *040.0 a 01.ypom soon. Shea "wino d R. C tot Cw..1.anarnm.al.ara..d>ntLacea1 vane mta�y lt�i:�1� • 6 ib dawn o Unease a,nbyu 1lo the trrr rto r terbn 7 . Deign :own,. ndo•uate o.n,pp a n IuuWiIWI LLIUU�UUll IPIAYIG be Unrolled ar + dsoomcai•m EXPIRES 12/31/11 I IUl u a De ea alu Ana am ol {A o n,m„a> CompuTrus. Inc. Software 7.6. 1L E 10 ra t uc,aa,ect a ptee dengr tm> sou LSR.2529IConpeirmt an 00'aESR•1311.(5R.lyed1 foul 1 .15111111111 Tnis design prepared from computer input by ARIEL TRUSS VANCOUVER WASH 360.574.7333 LUMBER SPECIFICATIONS TRUSS SPAN 35'- 9.0' TC: 2x4 OF •IIBTR TOAD DURATION INCREASE - 1.15 I2 2006 MAX MEMBER FORCES 528rGO f -(.29 TW • I. 3' BC: 2x4 OF ATIBTR SPACED 24.0' O.C. 2 ( -36) 28 9. 0- 1.817) 2126 3- 9= (•262) 2 sEBS: 2x1 OF STAND 2 3= (•2851) 1150 9.10 -I B11) 212 9• t=( 611 51 512 4. 5- 1 971 IF-11.1-81St () 2126 6 1.10 =(•7221 276 LL( 25.0).0L1 7.0) ON TOP CHORD : 32.0 PSF 5-1.19161 759 11i. 8.1-9771 ) 2531 10. 6 =1 -7221 1320 It LATERAL SUPPORT <- 12'OC. UON. LOADING BC LATERAL SUPPORT <. 12'0C. UON. fa ON BOTTOM CHORD = 5.0 PSF 6. 7.1.2703) 759 1 t 1 6. (•78 5 OVERHANGS: 12.0' 0.0' 991 LOAD = 37.0 PSF 7. 8= 1.2951) 1178 18.7 = 1.295) 186 Connector plate prefix designators: LL 25 PSF Ground Snot. (P9) C,CN,CI8,CM18 (or no pref.lxl Ceapulrus, Inc BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE BEARING MAX VERT NAM HORZ ERG REQUIRED BAG AREA CM S,YIBHS,Yt6 a UlTek M1 series LOCATIONS REACTIONS REACTIONS SIZE S0.1N. ISPECIES) LIVE LOAD Al LOCATION(S) SPECIFIED BY IBC 2006. 0'- 0.0' -341/ 1700V •200/ 185m 5.50' 2.72 OF 1 6251 THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 35'. 9.0' -312/ 18125 -200! 18511 2.50' 2.58 OF 1 6251 Design conforms to main eindforce- resisting • systed and cocponents and cladding criteria. Rind: 110 mph, 4=25ft, TCOL•4.2,BCOL - 3.0, ASCE 7-05, Enclosed, Cat.2, E■p.B, YeFRS, _ 18 00 17 interior zone, load duration factor =1.6 1 9 00.11 -- , -- - � 1 8.11_05 17 -09 1 6-04-09 _ � _ 5.69.11 5 -09 -11 1 5.09 -11 5.09.11 6-01-09 1 �_ t 1 -- 1 12 6.00 - 1.1-4x6 t2 6.00 4.0' 5 I-! 3.1' ;..• M -2.5x4 -,,, ..,,,, 11-2.5x4 • A R U- 3x8(S) ./- U -1.5x4 1111111111100,4M-1.5x4 / g C o c , / -- - - - - 10 t - - ---- r N•3x8 M -2.5x4 0.25' M - 61-4x6 B o M- 5x8(S) 1 - --- 1 1 9-03-07 8 -08 -09 8-08-09 9-00-07 1-00 - -- 35-09 - -- , s...4:5 F04., PRO, F t$P JOB NAPE: PARANJPE 75 -0.0 4 PLEX A10 Scale: 0.2183 eij � �r'1HF F ,Q 'p WARNINGS: GENERAL NOTES. unless 0100,° noted 1 Books, and *magma contra 9 shooed be teased d « do be as Ga les 1 Too .0 0004- d.WL b 0 1, a. .0 Oea� am pa, glean orn Renew Truss: A 10 ..m- a ..4 .rba, e«no,ms NW appeu al is Ow ,osp«,>4ay der ta•lanq Oeog o. n0 0t • C G s 'i ' 2 214 o otps, o • son rob bang noel be nailed M shoot oot -. Moss Om or truss caveats Al tams bleO lOSYm,mp GWnenb surf. m "'WA." a,10 tm,lna,menl 2 Oosgn assumes en. 4 land battenCords b be labrle11 baud 01 • • OREGON DES. BY : JJ uabur ar aonp MY be dmiprd bp deaqu« of conobl. structure z ° oaa . a a ., the ° c tOlwmay nad sa.aced TC) a,- nd dos ty C I J DATE: 12/28/2011 ConpoTms &sass no roapmsolry be no., is Nag 3 2. Impact p co bier •b acm t s,ra olset. shorn Y,y. aq • b,01 ...al be •Ppe.d lD «,y ...monad ...monad TOW a as area.) and 4 . 1 W/.n Craps) Wss a Tim te. tramp nobady oor •e re IMrn .. I ▪ O F . 6 , O v SEO.: 5054915 le No »d,«, .to and .dno tptime should y ° .ctoto O onto, 2 any bads eroabr..a, 5 004 to ..soul Uu are to b. used n a IY.<s<•.tw,ro dont actor onvs« O �s `_ ramp barb be applied to any composed and am tot 'My c«,Obaf dose � ' TRANS ID: 328706 s toat,tn, has broAfl.l eon and iol,.., ro a >4NS1o. 6 De � 9 04.0419 '4"." sn m« d 1/r ?. /'! R. CP tabne.d�•,. R•n•mp. shipment and alstaeaan d aar{uonto 7 D.yp, ransoms alcohol* «aura, n panda? n pj 6 the Oma t. rnmr•dmrect odl.1rn0 „ 0md..11bemby 8 Pules shad beW t. non llod , laces ot buss. and placed sottor code EXPIRES 12/31 /11 1 1111.1.1 _ IUII UW WU W ill IIII co pu TrNS B l nc Software on a w«.,m, .a o D nasals we f p1plate mods tines to wises m> b.. LsR•2621 (Campy!. int ...1./Er ESN. t3t t • G SR.19ea 1saTol ■ - • • This design prepared from cocputer input by ARIEL TRUSS VANCOUVER WASH 360-574-7333 LUMBER SPECIFICATIONS TRUSS SPAN 35'- 6.0' TC: 2x1 OF Y168TR LOAD DURATION INCREASE • 1.15 IBC 2006 110 ME118ER FORCES 4s'g2GDFICR.1.25 ICU BC: tat OF e,88iR SPACED 24.0' 0.C. -81) t 2 =1 2955) 1180 1 - B =( -9811 2532 2. 8 =1 186 1TEBS: 244 DF STAND 2- 3. 1•27041 996 8- 9= (•820) 2127 8- 3 =1 -811 515 7. 4•(•1917) 764 9. 10.1-8200 2127 3. 9.1.7221 321 IC LATERAL SUPPORT <= 12'0C. VON. LOADING 4. $.(.19121 784 10. 7= 1.981) 2532 9. 4 =(•3611 1321 BC LATERAL SUPPORT '= 12 UON, 111 25.0)4DL( 7.0) ON TO DL ON BOTTOM CHORD CHORD 32.0 PSF 5. 8= 1-2701) 998 80 D - 5.0 PSF 6- 7 = - (•29551 1180 9 ' 3 `(' 7 1 282 Connector plate prefix desi tutors: TOTAL LOAD = 37.0 PSF 5.10•( •811 515 C,CN,CIB,CG,B (or no prefix = CoapuTrus, Inc 10- 6 =(•295) 186 C,u20HS,MIUH9,W6 • Ogee MT series Ll BEARING N 25 PSF Ground Snow (P9) BEARING VERI MAT HORZ BRG REQUIRED BOG AREA BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE LOCATIONS REACTIONS REACTIONS 85H SIZE SO.IN. (SPECIES) LIVE LOAD AT LOCATIONS) SPECIFIED BY IBC 2006. 35'. 8.0' •3121 1613V -1851 185H 2.50' 2.58 CF ( 625) THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. Design conforms to coin ■indforce•resisting $75tee and conponents and cladding criteria. Rind: 110 son, N 125(1, TCDL4.2,BC0L =3.0, ASCE 7.05, Enelosed, Cat.2 Exp.B, MOFRS, r Interior zone, load load factora1.8 17 -09 17-09 4 i 6 -01 -09 1 5-09-11 5 -09 -11 5-09-11 5-09-11 6-01-09 ,T 1 f f - -- f 6.00 U-4x6 12 4.0' 8.00 4 .f-d 'di 11.2.5x4 U:2.5x4 11 -1.5x4 11.1.5x4 .. .. 11 \11;p 0; ..\\/ on 0 m o,- t Till o ° , M -4x6 M -2.5x4 8 0.25' 11.2 5x4 7o U- 5x8(S) 11.4x6 1-- j 1 _ y 9 -00 -07 8-08-09 8-08-09 9.00.07 -4 35-06 j SO PRO JOB NAME: PARAIIJPE 36.0.0 4 FLEE - Alt 5 � / Scale: 0.2393 � C ‘ 4GIN4 CV Gaup GENERAL NOTES. te4u »mn,.se Plump tone". Q TY I. &Ada d eann m d n contractor snood osonod of Conceal Nptos I TOo btu' T o oeeduu damp ho de pa neues darn R Truss: Al 1 and Waning, a m take. constr ama . aana. + cove." • s tm "s e I Revlon ' • pas om stT d e ,rd.y mw sg. no to . / /fj� 2 2s4 compassion b Meng mat m Amend Para shown . bps dawgara eo»aerror PP DES. BY: JJ 3 aw alas,a,aa.ee'U •t .w.armPoarva.dlarm . w 7 2 o a" ass umesnetro em , am , navm,otoluna w0100 r m r Pump m usl to m..pw w o„a.a d .once a wua,.e onnams la o o smooa, Pitman hoe braced ae red va. u, OREGON 1 • DATE: 12/28/2011 Cornpann pumas to b MIS Wong 3 2 � ride ce such tramp oo afore r � 1 IP c+, v 4 No nn stoutd m •ppbd In imp component urn a Rs at broom and • oeueaeon bridged 1 n an d O • SEQ.: 5054916 wk.... in. tntpk,e etas d me eee.tnm t b +e r d be nea apasp. O NE k 6 • v r'Y l oam great. rear, 5 a n assumes busses Are 10 be used n a noncorrosive immurement TRANS ID: 328706 doe Compass* bam as appsed to any namyaem area ae am ors matter bmatter 0 no R. CPS q• 5 p ass* has re cored odor and pupas no mspam,rary for do 6 DasOm eatrla6" r a1 aaapad amen Sian a dell" d I' I�� @'n u laenenontaim stemuaad Drue's. _ tacos /111! 11111111 W ill1LE11111I_IIII 6 c� „„ ... 5.11 cows Y�le7s.s e ( m ,d. t�„� " � z5 'Cornier In EXPIRES 12J31/11 j 9 OgRa rrdG rot g a m de n � w when mete ESR.131 t. CSR. K65 155701 • 1111111181111 This design prepared from computer input by • ARIEL TRUSS VANCOUVER WASH 360 LIMBER SPECIFICATIONS TRUSS.SPAN 39'- 9.0' IC: 2x1 DF 111681R LOAD DURATION INCREASE • 1.15 5est conforms cosp ne lain dicla 8BTR SPACED 24.0' O.C. BC: 214 OF 1t systeo and coaponeots and cladding criteria. WEBS: 2s4 DF STAND; 2o4 DF 514011 A LOADING Rind: 110 soh, h =25ft, ICDL= 4.2,BCOL•3.0, ASCF 7.05, ill 25.0)'DL( .7.0) ON TOP CHORD = 32.0 PSF i nter i or - Cat,2 adp.u Iro to TC LATERAL SUPPORT •. 12'0C. UON. interior load duration factor +l.6 ' DL ON WITCO, CNORO'• = 5.0 PSF _ • BC LATERAL SUPPORT c= 12'OC. U3N. TOTAL LOAD • 37.0 PSF INote:Truss design requires continuous bearing wall for entire UON. 11.1.5x4 or equal at non - structural Ll a 25 PSF Ground Snow IPg) REFER TO COUPUTRUS STANDARD GABLE'END • vertical authors (000). BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP DETAIL FOR COILPLETE SPECIFICATIONS. • AND BOTTOU'CNORD LIVE LOADS ACT NON- CONCURRENTLY. - Unbalanced live loads have been considered for this design. • Connector plate prefix designators: C,CN,Ct6,C)i18 or no precis) • Coepuirus, Inc U,U2OHS,111611S,N,6 • NiTek UT series • 14.09.01 5.01.07 4.01 -07 15-09-01 2 f f 04.121.05.12 2-08 2-08 2-08 2-10-09 2-05-07 2.08 4-01-07 2.06.09 2 -08 2.08 2-08 2.09.12 2-04-12 - - 1 1 1 1 f 1 1 I f 1 f 4 - 1` - ---( f . • 8.00 '12 IIIA -4x4 - 12 :6.00 - • 4.0' B •nr Y -1.5x4 1 • Y•5x6 11.4x6 11- 1.5x4 11.1.5x4 11.4x8 11.5x6 .. u if ►l nS ce • I+ a O O o A 1. / 0 so O I. i . . . • . . . 17 18 le 20 21 zz 23 24 2t1.25. 28 27 28 29 30 31 3z - • IA -2.5x4 11.5x6(S) - - 11.2.5x4 1--------/ 1 l J J. 1 1 1 1 1 .1 1 1 l 1 ' • • 2-06-08 1-04 2 -08 2-08 2-08 2-08-13 2-07-03 2 -08 4-03-03 2.04.13 2 -08 2.08 2 -08 2 -08 2.06.08 1 _ 39-09 Aar �� ikEO PROP , JOB uANE: PARAt1JPE 36-0-0 4 PLEx • Al2 Scale: 0.2174 WA �\ :C:,9GIE17:4/4":a71.--*1):‘4-6'6,17-; RM ma& - _ GENERAL NOTES. mesas cosmoses row 1. BralOCr and axes. contractor Would to Mused sa0 d a1 Gvn al Nolen 1. Ito truss aessprs o o0oouyo for the Osman Osman ptrasacltrs mom Rv.sew . T ru SS : A 1 2 am Wormos before etreM,oam commences - ana apapparel a h e .ewenrp d em buetand deaspe s. nd ass 2. 2x4 carcases web macro must m mteeed atom moan •. mss deLygr or Muss eiXpeer OES . BY : JJ s w tadrtl lore sesame otensmas such a somm ..o ana permanent 2. a T e 01O 1pp mnp�o<fM s11M! ado a M.'S'', tr d REO 43 • a . statuary statuary datg in must to do oned M Oosgnw et complete shame . Y tTC) a , hey W DATE: 12/28/2011 Cemwims mamas m raspm,mry br suds bacrg 3. 2, Mry■ad «o Mooed lacnaawe �) r _ SEO .: 505491 7 4 1 Mad o ando p amber! t d 6.0 y m lints •I10 ad dams and 4. lmtoIa as a mms a the mwtrmMat„ d au d• MMmmecbr. � :/:::7 ally sows geeta eon a Oesios assumes blows are b be used el a nanmmuee msoom,ent. TRANS ID: 3 �,ff ] C • desys wpm be.aeod b am mm.oa:a and ago a 'dry rdwioar d code. • ' R. C P� � ` G170 7V 5 Cargulna hes m cored over and assumes m msetremrr coo 6. Dpalas a»ums ti1 bstieg at a! W9.'1Yssn Snm a waspe • Ima ester, had b114 stnere and us:.a= a crospasnes li / ? - • m. tax dMSgas a hammed su4,ea m ti dalabmre sail form 7 Orson mamma aduqu+b tramp es - 1 „ � 1 ������ w e wha shag emos Crated been isles • 9 Cots s Jw md Altai coma EXPIRES 12/31/11 tuLLi U !Mal CA m SCSI. popes d Mirth sd ed hmonpd Wm mmoms' toes mime �r fed trims lcos yard Dena sue of Deb n smiles • CompuTrtts . Inc. Soltwaro7.6.3(1L)-E m For basic o, nmew , Poo *non Nauss sae ESR.2sr,lwaa,rnal • sod's ESR4311. ESR•1958 IlarTMI • • IIUIIDIUUU This d esign prepared from computer input by ARIEL. TRUSS VANCOUVER WASH 360.574.7333 LUMBER SPECIFICATIONS. - TRUSS SPAN 14'- 0.0' Design conforas to ;air' ■indforce. resisting ' TC: 2.4 OF CIABTR LOAD DURATION INCREASE . 1.15 • systeo and codponents and Cladding criteria. BC: 2a4 OF IIABTR SPACED 24.0' O.C. • TC LATERAL SUPPORT c= 12U. UON. LOADING wind: ItO mph, n.20t', TCDL =4.2,BCOLa3.0, ASCE 7.05, BC LATERAL SUPPORT 4_ I2'OC. MN LLI 25.01.0L) 7.0) ON TOP CHORD = 32.0 PSF Enclosed, Cat.tl Esp.B, i nterior Zone, toad duration on ( , OL ON BOTTOM CHORD.. 5.0 PSF actor =,.6 • Connector pDlate prefix designators: T OTAL LOA = 37.0 PSF Gable end truss on continuous bearing gall UON. C,CN,CIB,CMIB for no prefix) coeputrus, Inc Y -1x2 or equal typical at stud verticals. • U,tl20N5,ul8HS,Yt6 = Uiie YT series LL = 25 PSF Ground Sno4 )Pg) Refer to CoopuTrus gable end detail for • BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD.'TOP • cobplete specifications. -J • AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. • 7-00 7-00 ' 12 ' 6.00. ' IILI-4x4 12 6.00 ' o r — - .. .Il�?2 2222 7 mrrrrrrrrrr �ArL//' i �� - k U -2.5x4 . 61.2.5x4 . . y y 1.00 14•00 — l ___,- 1-00 • ��� O PROFe.c,.. JOB NAPE: PARANJPE 36.0.0 4 FLEX • Bt Scale: 0.5476 , � �GIN FF•Q "O wARIeueOS: GENERAL N01109. unless Wenw+e robs Cr - I Budd am aecton coN,oc1 oak) to awned el W' Genera Notes I. Wit Inns design is a0 b b •g wlwar 13e den paamclvs Moto Rower I . ' . • `Vd • - Truss: B and Warnings bears ornwuctra, oarrnnaoea am approval ra o , nosponsAiy of the aYmrq designer. rot an 2. 2n4 npasson sob boons must lea rdtassd when, Yawn • Inns Undress a mns arrgroor • m OREGON 3 Al bleat lento rousting alomarnb each as atnpbrury oat omnivore 2 Onto assures Ma by and bonnie Grads b So tater^ braced W • C> DES. BY: JJ wbstylemons mail bo d a"gndby datums acarpblomwure z,aaroW ma saa hoGC) a dutaee m W (1 A. DATE : 12 / 28 / 201 1 GarpwTros assrer m ro roaponsaay b Burn =anima sheathed snrrn as prxtaad gone rag(Tq uroa d t ryw iq �tl ) ' 4 �I. I� G w ffff .a • No road shoed b, *Wad b any atnpl t s u h b W 7 . 2, nand. gin a WNW aarar d..Vund wan, aaown • • • • I (3 f , V . S EQ.: • 5054.7 1 8 No oa am amrpbto and W ro Ynot and 4 Instal.• el buss is r,wan0plax ot the nypeatn, mnLKY(. O �r 1� v O . • design loads to appeal b coy team slew own 5 Dawn assulraa bums an b oe used n a nr,n -cmmYw ammonium. and q". no Ica *dry amnion' rue. g R. C " TRANS ID: 328706 6 Cmpwiw has no control owl and as: no reapmybgy la On Dovgn "ma" M bolo, a as ",parts Yawn Ssm a aaa" a ` • • • 13briras.1. ainmog, shoma1 Y o and ns1In a n calpa la r Down assumes a0 ab , an cramp ns groaned / •:• I � 6 Iles dawn 6 Unshod WNW btroNual msatomby a Pales stub bebcaol boas laces d tans. aro EXPIRES 12131/1 IYa.YIWINI.11WlU llIUul0. GofllptiTfUS.Il1C Software 6.3(1LL u � t to a ,or.waa date damn ,s.,a,a,LSN•2s2Iltmpul,usl 9 Deis rnacab sae of plate it ulna: - Make ESN -13II ES4•I969 SATMI • - • . • '' IIII .1 , • • • IIILUIUIIU Tnis Design prepared -iron computer input by ARIEL TRUSS VANCOUVER WASH 360.574.7333 LUMBER. SPECIFICATIONS 14.00.00 GIRDER SUPPORTING 35-06-00 FROM 6.01.08 TO 14-00-00 IBC 2006 MAX MEUBER FORCES 411RIG0F /Cq•1.25 ICU TC: 2x4 OF e16BTR • LOAD DURATION INCREASE = 1.15 (Hon -Rep) BC: 2x8 OF SS 1.2 =1.6552) 1558 1.1 =( 1354 5744 .4.2.).12101 5474 WEBS: ?x4 OF 01a8TR LOADING 2.3 =(•8552) 1558 4.3 =1.1354) ) 5744 LL , 25 PSF Oround Snail (P9) TC LATERAL SUPPORT (= 12'0C. UGH. TC UIIIF LL( 50.01.011 14.0)= 84.0 PLF 0'• 0.0' TO 14'• 0.0• V BEARING RAI VERT MAX HOOZ BOG REQUIRED BOG AREA BC LATERAL SUPPORT (= 12'OC. UON. BC UIIIF Ill 0.0).OL(.• 10.0) 10.0 PLF• 0'. 0.0' TO 8'• 1.5' V LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) • BC UNIF ILL 418:81f011 211.0). 629.8 PLF 8'• 1.5' TO 14'• 0.0' V 0'• 0.0' -787/ 33104 •78/ 76H 5.50' 5.30 _ OF ( 6251 Connector plate prefix designators: C,CN,CIB,CNIS for no prefix) ADOL: BC COIit LL•DL= 2627. CocpuTrus, Inc 0 LBS 0 8'• 1.5' 14'• 0.0' •12451 52344 •78/ 76H 5.50' 8:37 OF 1• 8251 U,U20HS,II18NS,516 • Welt UT series • 1 2 1 eo�plete trusses required. • . BOTTOU CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP Design conforas to gain aindforce•res ist ing Join together 2 ply with 3'1.131 DIA GUH AND BOTTOM CHORD LIVE LOADS ACT NON•CQIICURREIITLY. systeo and cocpanents and cladding criteria. nails 4teggered Wind: 110 mph, h•20ft, TCOL•4.2,BC0L =3.0, ASCE 7-05, • 12' oc throughout 214 top cnords, Enclosed, Ca[.2 Exp.B, YtFRS, 9' oc throughout'2x8 0ottOo'-chords, LOADS AS GIVEN. interior zone, load duration factor =1.6 12' oc throughout legs. 7-00 - 7 -00 . 1 - f 12 12 6.00. ' U -5x6 - 6.00 25.0' _ Ira% 3.3 1I-5x18 I 11-5x18 �, 2180G.TYPICAL I C� :t .:.., -- I - I � 4 , -/O • U•3x4 U -4x9 1.1-3x4 - 1 - y 8-01-08 �2627a l . L l • • 7.00 7 -00 J 14-00 • . PROP JOB NAME: PARANJPE 36.0.0 4 PLEx - 82 seats: 0.5158 � c2■ . �fi v xGI NE F aP iO WARNINGS: OERERAL NOTEA• .WW tgwh W iau.W1 • it '1. Dot= and erection tetrad, slam to advised dal general Nate 1. nes buss demon a adequate for en do•'7, exerted= Yawn Rena. ' I • • Truss: B2 and watnaga OW= construct= s ea. • and app.o(a a me reaconw0y d Ire C a+adrodmP'a,radb 2. 3A consweason WIZ teems; nun be minded wAOe shorn •. Inns aea or truss elpsaor. O REGON DES. BY: JJ 3 Al tary mau's bo deYNxod bm e! cv ea convent Maas 2 D �aatin.ea ne bottom LOAM braced a asnaogbo,n me : b l l ajtr by • - . mamma Yteatrrlp.ud'aa ptylsood �rl�tc' or b dMN48Gr I r r v DATE: 12/28/2011 Compubos amen= rore,la mty lotuari orient 3. hcooed =demo or IMaltr r ,9 rR b • No toed Yarn Weed to any comma, until Her ao(moons and 4. Inmaxsaoe 61 ems bore nmpocdMy d me Mg:0 Vced.aran. SEQ. : 505491 9 i".. ee no te and BUM ale Yam Dowry' any bads grease, man 5 Dow ahem bosses aro lobe mood n r.m a nannooe enviroenvironment arobod. • O D O msim bails te Gobbed to any consomme as ha,'ary canaam•dneo R, CP TRANS ID:. 328706 S DarnpuTnn has no conbd mar and assumes no reaben n'y far me 6 NMI' eavmtes ha m °I " aaObGrb WOan• Sterna .teased • taplwtot. tuning, aApo,aerd NO nslaeedin d mnpDesign nna rma 7 Des' aaasa e0epsb dressage o pro vOad - • 6 Tbdestonb to at= =mon to ma sal lath by 8. Rahn staObe Waled on ban face, ed bbl,. an snood so Mae senor - ` EXPIRES 12/31/11 1 . I I� g g g B '� �N ' J { ' I� I I POW IG m d l.pos Mth Mile farnis6ad won newest Ines me'Wos 1 Norto n LIPS. , {'YI ' l " w 'f • Dyes rotate s 1 t p o d plate n ntlwa. CcmpuTrus ,Inc.Soflware7.6.3(1L }2 t a cu D .a.da „a e r,b;t an'Nor 6611.131 1. ESRtye61 l' Tri • ' � I. I111010UU This design prepared from computer input by ARIEL TRUSS VANCOUVER WASH 360.574.7333 . LIMBER SPECIFICATIONS TRUSS SPAN 14'- 0.0' TC: 264 DF •16BTR LOAD DURATION INCREASE = its syststen l and andf ne is a di BC: 264 OF /USIA SPACED 24.0' O.C. opon and cladding criteria. cod: 110 DON, n =20ft, TCOLr 4.2,5[01.3.0, ASCE 7 -Oa, TC LATERAL SUPPORT <- 1211C. U711. LOADING BC LATERAL SUPPORT <= 1211C. UOtl. lit 25.01.OLI 7.0) ON TOP CHORD = 32.0 PSF Enclosed, Cat.2, Cap. B, !MFRS, interior zone, load duration factor•1.6 DL ON BOTTOM CHORD = 5.0 PSF • Connector plate preft. designators: TOTAL LOAD = 37.0 PSF Gable end truss on continuous bearing wall UON. C,Ct1,CI8.CNtS (or no preli.l = Cocpuirus, Inc : U•1t2 or equal typical at stud verticals. U,U20HS,U1BHS,Ut6 = DiTek UT series II = 25 PSF Ground (Pgl Refer to Cospurrus pale end detail for • co :plate specifications. BOTTOU CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOU CHORD LIVE LOADS ACT EON•COMCURRENTLY. --/ • 12 6.00 . er 0 r: o — i ii i /iiii iii i i ' i ii. ii AK/ . /We/ brill an./ ii i • iii Al iiii ' ' I!!l! _ 4 U -2.5x4 l - -- _______y 1-00 14-00 .�Ep PROF�,G, JOB HAVE: PARANJPE 36-0.0 4 PlE% • CI Scale: 0.4072 'P v �\� kr rG1NFF WARNINGS: GENERAL NOTES.wins Memo: norm I Bamm and monad contractor mould be .d<a.a al Y General Norm 1. 16., Inns dason o aa..a a dawn . for the paramours con. Rawer • . "� Truss: C 1 -.a v:..n. 9 . m ractncmn came: non am bppo<at o Ono ra,pm»emr a i.e Outlaw as yho. not Ma C (�v/ a/+ 2 264 carnp.oss on orb braong cal be m6ta.w where shorn •. truss deacon or buss ono oa u load. ba appear try 1 a taloal arm rmnta.a eartnnts Non to Noway and po n anent a O°19. .,s ma, are 166 am bosom mend, rd* 6° lataraay braced m • 4 DES. BY: JJ stately bound him be classy.; w downer m cm.gbm suua e6 7 o c am at 10 o c nopeco,6ry was braced ouwpn.a Ow m. , OREGON 1 G DATE: 12/28/2011 Co•nsulnn assures m r.spmoeary a each a mntt shesheathes; laid' as arms fool em..,. ) e am any n ae�eet �'j� ! � SEO.: 5054920 4 No load should to a . y load. ohm aPaugand 4 a m �aaon truss `F o� �,- �.� ,m man s a a. m ,n,. o mrsor tonrl, aaa Dnagn soon as Bosse,.0 p u0 usaa a mncar6sr o emt6, R. C P� TRANS ID Q` ID: 328706 drop a any mtpa.m c6t 6 via her m vac • s Corw Ms m cream met and basun m raspmnsaat, tar an '''arena iw 1:6 62 a1"66666r s 666.6. Strn m .soda a f • famralan. 6nQae. W.mr.ud am rouse. al rarocoarm 7 Door, assumes aemanaae •area 6 /1 Tie dmyn o 4mabed a Ma sat ford. da a bum. s IUUd�UI�IJifi 1luU1W w a ma cs mi.a , aacarderl .�nalNha,..dw.d,a,m,„.m EXPIRES 12131111, B IRAVIGnBCSt. mpeamwnrl..a tar tureeW upon mood min mr .neaas tindp .a son a1 O, put wryp loos 9 Doi. Mg. al scam CGmpuTtus.Inc. Software 7.6.3(1L)-E to v.. cnte..xue put, a.. values son ESR•25291Cmpalna ana'a LSR -131 t, ESR•ttae Olb Idr • I .� •1 1 111101111 This design prepared from computer input by ARIEL TRUSS VANCOUVER WASH 360.574 - 7333 LUMBER SPECIFICATIONS 13 -10 -08 GIRDER SUPPORTING 35-06-00 IBC 2006 l'AX VEVBER FORCES 4QR /GDFICq =1.25 TCu TC: 244 OF 0168TR LOAD DURATIO1. INCREASE . 1.15 (Non -Rep) 1.2') -5644) 1364 1.5 =(.12341,4954 2.5'1 -200) 196 BC: 2u8 OF SS 2.3-1.5452) 1290 5.6-1 •6961 2576 5.3-1-1290) 5600 WEBS: 2+4 OF STAND; LOADING 3.4 =1 -1941 226 3.6 =1.39621 946 214 OF et6BTR A II : 25 PSF Ground Snag (Pg) 6.4.) Atli() 86 TC UNIF Li( 50.01.0L( 14.0)' 64.0 PLF 0'• 0.0' TO 13'• 10.5• V TC LATERAL SUPPORT c: 12'OC. UON. BC UNIF LLI 418.6140L1 211.0)' 629.8 PLF 0'- 0.0' TO 13'. 10.5' V BEARING MAX VERT VAX MORI BRG REQUIRED BRG AREA BC LATERAL SUPPORT c: 12'0C. UON. LOCATIONS REACTIONS REACTIONS SIZE 50.111. (SPECIES! BOTTOU Ch080 CHECKED FOR 10PSF LIVE LOAD. TOP 0'- 0.0' -1156/ 4871V .147/ 2324 5.50' 7.79 OF ( 625) Connector plate prefix designators: AND BOTTOV CHORD LIVE LOADS ACT N0N•COTICURRENTLY. 13'- 10.5' -1131/ 4755V •147/ 2324 4.00' 7.61 OF ( 625) C,CN,C,e,CN18 (or no prefix) = CorpuTrus, Inc V,U2OHS,618H5,016 - uiTek u1 furies . 1 2) complete trusses required. Join togetner 2 ply oath 3'x.131 OIA GUN •244 deb brace required. Laterally brace to roof dsapnrago. • nails staggered at: Design conforms to vain vindlorce•resisting - - 12' oc throughout 244 too cnords, system and components and cladding 3' Oc throughout 246 bottom chords, q criteria. 12' oc throughout vets. Wino: 110 mph, n'20ft, TCDI:4.2,BCDL =3.0, ASCE 7.05, 1--- 505 4-02-09 4 Enclosed, tat.2 E4p.6, UOFRS, '1 , -- 1' interior zone, load duration factor =1.6 12 6.00. L1.1 .5x4 0' r 11.5x10 1-0 ca o N -1.5X4 c,, / o 61.5x16 / �J 2xWedge 'p ° I 5 6 i • 11.3x4 11.5x8 11.4x9 • },-_' l - -- -1 7 -06.11 6-03-13 13-10-08 -/ �. �E0 PROp JOB NAME: PARANJ ?E 36.0.0 4 PLEX - C2 Scale: 0.3568 W 4i , GINEF i WAgam/GS: GENERAL NOTES. =loss =n s=noted • ` /� 1. Budder and macron contractor noted to =mod a ad Genera Notes 1. Inn ha desq, a adoqu b .pn r Me des pa•+moen • Olean Rev= / / �. Truss: C2 and Wane= Wee c nvuct= corenonon approval .o�amer:ly a mm bulking downer. ner no (f�7 t/. • A 2a• rptesspn rob Gm ay mot to =Wad where spoon • lam ms•Vlen Or iNS, answer. y assumes no n truss as M l.twe m,m • rexeunp don."' don."' a.rd m tonperary am pernnx,ent 2 Gee,,, assures dm top and boson, dorm lu b. laterally ly broom al • OREGON eD DES. BY : JJ slimly Paces; mot w Payed by de„pner of complete =erne 2 o c and d 10 o c respec,My b.arad m.oupmul p le,Tpl n, (1 1 � '� DATE: 12/28/2011 Comperes chums no wsponspay br such Gaceg 3 7srntem d nn a SndatI rs2 soh as snome.pf TC) anon ary.,aBC) I 45111 ablaal bac=maendrare I O4C b - i s/ • No load amid m embed a Any s.no s now any lent Ism aim an tear" n am a Initallbon un S Ocrocn atoof truss o trusses er • ornaterty a M ralp,d' nd [entracte SEO. : 5054921 1.p,mn, Ae =weep am m no fret s moos Omer gm, es e a to used el a nonmrosne mono on& D dsrpn aimnoeppled teeny oerrpvmr4 and ono tat conalo1' t4usd. O Tr R• G TRANS I 328706 r`�� 5 empuTnn has red onma owr A.1 mpmnm Wy b. em 6 Dn>gn msuims as bpanp a W Acp1 5 tlmun Shen o '496 4 !Ancona. 14110119. Overlent end nsla1rten a cmmpornnb 0..q accessary I i : ! ; l Has dm= u pan tied settled b Ma 6 .14.60M set lean 7 Ossnpn had to i s at adequate teenagers prowled 6 5 I, i con. nenp c o ,b° rImes buss. and °bc"° ,p Mon r<"° EXPIRES 12/311111 I lal/1 I ^ 'I'I' 1PU NtrC A n tIC51, copes a ruin rd bu h.rdw „pp, moues! Issas concede red pode. tee, ' 9 Dots nd.am we of pub rumbas CompuTrus. Inc. Software 7.6.3(11.)-Z 10 kw b.s c u,. au 02 ae,.n x,p> ,aa 15N.2529(eo nrul, n1 no sw554•1311 E5R.19881 Nook) • • 111111 - This design prepared trop computer input by ARIEL TRUSS VANCOUVER :WASH 360.574.7333 LUUBER SPECIFICATIONS TRUSS SPAN 13•• 0.0' Design contorts to nein ainolorc4•resisting ' TC: 244 OF RIIBTR • LOAD DURATION INCREASE 1.15 system and conponfnEs and cladding Criteria. BC: 2,4 OF pinta- SPACED 24.0' O.C. •ind: 110 cpn. D =201t, TCOL=4.2,BCOL ASCE T -05. TC LATt4AL SUPPORT <: 12'0C.,UGH. BC LATERAL SUPPORT (- 12'0C. UOU. LOADING Enclosed, Cat.2 Eap.B, was, LL( 25.0).0L( 7.0) ON TOP CHORD = 32.0 PSF interior zone, load duration faxtor =l.6 Connector plate designators: CHORD (or no prelial . rs: rus, Inc TOTAL LOAD = 37.0 PSF Cable end truss on Continuous bearing .all UON. 0,U20XS,tl18MS,1116 YiTex Yi'seriea to Co U•1x2 el typical at stud verticals. LL = 25 PSF ground Sao. (Pg) Refer to CospuTrus gable end detail for coxplete specifications. BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD.•,TOP _ AND BOTTOM CHORD LIVE LOADS ACT NON•CONCURRENTLY. -- 6-06 6-06 • t2 T - -- 1z T 6.00 . - IIU.4x4 6.00. • • • • • • 0 iii iiiii/MAWii II •" ii' - ii iiii •I' iii • o • I) -2.5x4 14.2,5 . i 1 _ 1.00 13-00 - 1 1.00 1 • . ��>cp PRo, . • - - • JOB Mat: PARAIUPE 360.0 4 PLEA • 01 Scale: 0.5797 < �� k. v%GthiE$. CV WARNINGS: GENERAL NOTES. maws mmnsae natal. Rana show I. Ueadar and apron corona* Oman to saved a r Goleta Noe. s. 1m truss down a aneo.wa lot the demon paanclaa show aa • Truss: D1 am Wanm.ae ma u temW.momeammenem a IS `G ; p aspaaayr a RN aaamq doa.fm. an um � x as (mo•pwon+ao arM a msai m mtsaad nom rttpan .. . atrw den ilna a truss truce.. • trs • a. a iatrpal One tsarsmq t4em am suss as lentpanry and pamw eN 2 Doom aastamas eo Ice a a aotom Pours a oo LMtaer Macon at • m • • DES. . BY: JJ Week* twang must to aeepnd w dos • d (ca pbia structure structure r ac Row m 10 a P tupabdtMy pro , lamed rcd p uaglna nw b.s.ps w OREGON 1 . DATE: 12/28/2011 CaowTaaassumesnot osparsnmybtsanmeOne ] 2a mbar Yn ing Raulmp• re sn Rona ayraVacl ! �� oneanp a Werra tramp taa. whore Ur. • • I O Og . b • Ov a No slow .1su tr1 eo wawa pMr m mr component eal en* Ana m broom Ana ' a lnwxracn or true a use tespap pay o dw *spectre aamaaur. R SEQ.: 5054922 1 w...s.c.94ma,omno Oaam,,,,a,dsopow%h„ s Moona>amnstressesaro tobe mod Maa l:anw*am.. an,ew. T RANS ID: 328706 s loots to append m any osmpolam a ;w am ax �a two. Canoeists 1 a, no cranial over and as.,a,as ns t aspau,Wyra uao AO • Owes . .a swoons snap. Wan a aodaa ,l Jt �4: R' •C 1' C Z • ttooa,. naup a sa. npvmnl an instals/on a tpnoaows a taa . . 6 ill* rafgn o Mmtad s.Opa to Do t(txtago sal UM B. Gown caws* araVwm tranpae o i w e. In s ines aP »,nnpL,Paasad,a(tataa EXi�IRES 12131/11' . • T ll* cle to n BC9, aoPaa or t D .i s Mnrna UM teQuo=1 Plat shot D ow pal s N oe ° CompuTrus Inc. Software 7.6.3 IL . ico bas t ,c ma ns`& r of plale mm's ( aidl4r ESR• 17 11. ES R• t6aBj'M, - , • • • • luIOhiliiIII This design prepared from computer input by ARIEL TRUSS VANCOUVER WASH 360.574.7333 LUBBER SPECIFICATIONS 13.00.00 GIRDER SUPPORTING 35-06-00 FROM 6 -01.08 TO 13.00.00 IBC 2006 MAX MEMBER FORCES 4RRIGDF!CQ -1.25 TCM TC: 2a4 OF BISBIR LOAD DURATION INCREASE - 1.15 (Ilon•Repl 1.2= 1-5990) 1424 1.4 =(•1236) 5246 4 -2= 1.1134) 5008 BC: 2n8 OF SS VHS: 2114 OF e1611TR LOADING 2-3.4-5990) 1424 4.3 =1 12361 5248 LL =4) G6644.0 PLF 0- 0 Or P TC LATERAL SUPPORT .. 12'0C. BON. IC UNIF Li( 50.01•OLI 1.0 .0' TO 13'• 0.0' Y BC LATERAL SUPPORT .= 12'6C. UOt1. BEARING REACTIONS TIOT REX TIOZ BUG REQUIRED BAG AREA BC UN IF lL( O.DI•OLI ' 10.0)= 10.0 PLF 0'• 0.0' TO 6'• I.S' V LOCATIONS REACTION6 REACTIONS SIZE 50.111. (SPECIES) Connector plate prefix designators: BC UNIF LL( 418.B).OL( 211.0)- 620.8 PLF 6'- 1.5' TO 13'• 0.0' V 0'• 0.0' -697! 2932V •711 711$ 5.50' 4.69 OF ( 625) C,CH,C18,CNI8 or no prefix) = Cocpulrus, Inc 13'• 0.0' -1170/ 49180 •71! 71H 5.50' 7.87 OF ( 625) M,1120HS,U18H5,1116 = Mites UT series ADOL: BC CONE LL•OL= 2627.0 LBS P 6'• 1.5' 1 2 =plate trusses required. BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP Design tonfores to gain eindforce- resisting Join together 2 ply with 3'■.131 DIA GUN AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. system and calponents and cladding criteria. i nails staggered at: Rind: 110 con, 4=20ft, TCOL•4.2,BCDI -3.0, ASCE 7.05, 12' oc tnreugnout 2.4 top chords, LOADS AS GIVER. Enclosed, Cat.2 Esp.B, MaFRS, 3' of tnrouphout 2t8 DOttoa chords, interior lone. load duration factor =1.6 12' dt tnrougnout webs. 6 6-06 1` 1 - ,l 12 12 6.00 - M•4x6 .6.00 4.0' 2 .11 -. r 3.1' • L1-5x16 61.5x16 �illiiiil 2tWDG Ltklikr Q II '"d : ` - o 4 7 II-3x4 1l -3x8 V.3x4 1 -. 6.01.06 1 2637N -- ■ 6-06 6-06 l s-- -- 1 13-00 s.. eU PROF JOB NAME: PARAhlPE 36.0.0 4 PLUG 02 Scale: 0.5316 �GIN�F O � e , WARNINGS, GENERAL NOTES. unless goons noted hc I Budder ono aacuon comunclor should Sc Aimed d W General Naas 1 Tuns tans *Aga n aduduab lot mo don peer:.er. Yawn Room. � //� _ Truss : D2 and Warm), Waco a:monad= commences and momm m nsy d 4. a! d the *sp H,l" dose or. na the ( ,.-i 2 214 compra,wn web teacup new W needed *taro sheen • buss dmgm or buss m"reet redcarad OREGON AO Hots lour analog damrLb adL m teaea•aY ace bomb." ?a Geag. assumes ae lop 20:1 bona== donuts e W Loyally mooed at • ¢f DES. BY : J J sHnby bran" new be dm"nod by Wsgm of compares ON,mra z o d and m lay o c m a pl arms mated wwyew d r y imp_ I 0 '� DATE: 12/28/2011 ran p.Tno morns. no rgs.14...t n.14...t Na sure b m 1`"m° "et 3 as dMOad Yeaprq(rci ender mywe(B .3 U' 1 C+ 'r sell 3. 2. bead bads" or Loral tear" Wong ahem • • r Li R O V 4 No load shield Aided b airy aoneorem oda alto all Oman() and 4. 'mania/on al bus, a the responstegy d ale rospeckm 021172001 SEQ.: 5054923 batmen, are aanplat. end no am s oop any loa . QoaHr I,., 5 Oral s assume, bases are lo be Load ill • r» u.caIOL , a am,.n„,pnl. O a'> P� TRANS ID: 328706 OaYp bade ON appsrdlo any common and ro be ary aoMlmL ° '°° R. C S Coneulnm has no control mar and anonym no rospordpuy lot Ma 6 Drip, 0sarata hat beaH" at al 5.46ata Yew,. Slam as rude.4 Hbncabon, lendm2. YWnenl are ns aLSaa1 of conpcLords ploy**, Il r ?: I ji IIII IIII ��II ��IIII IIIIIlII IIII IIIIIIII�II 1111 6 Tan dawn n balloted wound b Tr sroeaSons sal IoM by 9 Ran be sbc� plo, IRAN ICA es a l tom l a u d of Inns, and paced so Our Mee IIUIUIWIILIIIUUIIuIlUUY1llllll CompuTrus. c .Softw ae7 .6.3( 1L) -Z loch o aScw e ci am ..Inas. s swESR•2529(CmpuTnnl EXPIRES 12/31/11 9 Does rdLrb ate d pled n oaes and'a ESN.1311 ESR.II$A4I,Tebj . , .. 111111111 This design prepared from computer input by ARIEL TRUSS VANCOUVER WASH 360-574-7333 LUMBER SPECIFICATIONS TRUSS SPAN 13 • 0.0' TC: 2.4 OF /I BM LOAD DURATION INCREASE = 1.15 system conforms ne main windforce-resisting BC: 2x4 OF 018BTR SPACED 24.0 O.C. system and cocpanents and cladding criteria. TC LATERAL SUPPORT <. 12'0C. YON, wind: It0 apn, D =20ft, TCDL'4.2,PSOL =3.0, ASCE 7.05, 2'0C. YON. LOADING interior, one,2 BC LATERAL SUPPORT <: t Exp.B, Yon RS, LL( 25.OIrDL 7.0► BN TOM CHORD = 35.0 PSF interior zone, load duration /actor =t.6 Connector plate prefix designators: DL Oil BOTTOM CHORD 5.0 PSF TOTAL LOAD 37.0 PSF Gable end truss on c a s bearing C,CN,Ct8,C018 (or no prefix) = CoapuTrua, Inc g mall UON. 11-11 Y,Y20XS,Y18XS,tl16 = tliTei YT series Refer or equal typical at stud verticals. LL = 25 PSF Ground Snow (111 Refer to Coopuirus gable end detail for cooplete specifications. BOTTOM CHORD CHECKED FOR 'OPSF LIVE LOAD: TOP AND BOTTOM CHORD LIVE LOADS ACT NON•COtICURRENTLY. 12 8.00 ca m ZT tr /i Jr/rrrmr M -2.5x4 1 1 I 1-00 13-00 ..CEO PROFE JOB nag: PARANJPE 36.0.0 4 PLEK E1 Scale: 0.4808 � (/ � t 4GoN e � WAMPUM: GENERAL NOTES, amass orier..e noted 1 &Ada ord aodan contractor YWd 6o advsod a al Garral Now 1 ins truss design a orlopo10 la tic dosgn parameters swoon. Nene* - ‘ Truss: El and Woni,gs Color° catamaran an mtarmces and approval s aro rmpor a n, of the Ittokno danger. nal ac r assumes 3 2a Item an weir troop (11..131 l to marled acre shown • teas design's a 501 anprfa0r masbm elements star as Iannpa•ry and DerrruarerDear rtoa OW lop ad taken taken ean to m LdmaLy Drama a • OREGON DES. BY: JJ 00lab. tramp r,aY rie Toe and at 1V oc.,aaoentary unless traced 0.4.01..1 Dee 1,4q05 W ('i '� 2. De DATE: 12/28/2011 G dW . a. O°rdmous" egsay , asptynaadYoadengaC)adordrys ec) N 4 Co toad Yount mimeo ns n e:ay for s,d, rag 3 2s impact trdprq or Waal frataug raa od worn me c • • r 0 SEQ.: 5054924 � '�E (1 U • O v appeal b any comment ruin and oil m and 4 Caron 0 buss s d0. 01000 WW1 a to o a contracts Istarton ad, m do reins an+r team prow mart 5 Ovott asswns Vases ane b pe we n a noncorrw dear loads Do rippled to any command and ano far - dry condemn' a use T T R. C P� TRANS ID: 328706 5. Coulno Ns no control an rol am assumes no nnoonarnuy la le 6 ono• m ix " 61 al stprla po shown shm a .edged r1 ! ij � ta6 ri ncaaon bana% shipment an e t d mtoLri a l on cormorants. 7. .qt MUMS adog■alo 41'00090 n p10p10.000 I I aaepe onan 6 1 M 0a191 a (1100110d etollc1 to Oc lrrd:drorra sal lard) M a Ralos sRlll be Waal on boll Ices of etak and placed so der castor I111 II I11 �I�U[1[I�ill TPOW7CAto CSI ,tape.adabaaltoArno/1W upon moral Nra.m.,�da.alt,o..aent.,,ae, EXPIRES 12/31/11' adios CGmpuTrus,Inc. Software7.6.3(1L }E 10 ForDa n wallas soo E5R•252v(Canrwlrus l an±or ESN•1311 ESR- 199aj • . r < . 1 1111111 This design prepared from computer input by ARIEL TRUSS VANCOUVER WASH 360-574-7333 LUMBER SPECIFICAIIORS 12.10.08 GIRDER SUPPORTING 35.06.00 1.15 (hon -Rep) 1.2.1.5140) 140 4AZ UEUBER FORCES 4) +2 .5') - 1 6 $ ).25 4Ctl IC: 244 OF olABTR LOAD DURATION INCREASE = 1 BC: 208 OF SS YFBS: 204 OF SIAx^ ) 12+1 I.5 -(• n2a) 4508 5.3 - • 184 LOAD11 , 2.3.1.4864) 1174 5.6.) •6761 2526 5.3 1.11621 5056 7'4`1 .182) 212 3.6 -1 3756) 098 2.4 OF 416B,R A LL : 25 PSF Grou.ld Snoa (Pg) TC UNIF LIt 50.0)[011 • 14.0)= 64.0 PLF 0'- 0.0' TO 12'- 10.5' V 6.4.( -118) 82 TC LATERAL SUPPORT <: 12'0C. UON. BC UNIF 11( 418.81.011 211.0)' 629.8 PLF 0'- 0.0' 10 12'. 10.5' V BC LATERAL SUPPORT « 12'0C. UON. OC REA TION ABA HOR2 BRG REQUIRED BRG AREA BOTTOM ChORD CHECKED FOR TOPSF LIVE LOAD. TO? LOCATIONS REACTIONS REACTIONS 81ZE SO.IN. ISPECEE5) Connector plate prefix designators: AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. 2'• 0.0' •10481 4408V •137/ 215H 5.50' 7.24 OF ( 625) C,CN,C18,CN18 (or no prefix) a Coopatrus, Inc 12'• 10.5' 10481 4408V 1371 215H 4.00' 7.05 OF ( 825) M,Y2011S,u18HS,u16 = ULTek YT series 1 2 ) cocplete trusses required. Join together 2 ply with 3'..131 DIA GUN •244 aed brace required. Laterally brace to roof diaphragn. nails staggered at: Design eonfaros to pain alnaferee•reslstinp 12' oc throughout 2.4 top chorus, 3' oc throughout 248 bottom chords, system and components and cladding criteria. 12' oc throughout webs. Rued: 110 oph, h'20ft, 1CDL'4.2,8CDla3.0, ASCE 1.05, • Enclosed, Cat.2 Exp.B, VBFRS, f- f 5 3.09.06 1 4 - interior zone, toad duration faclor•1.8 12 6.00 14-1.5x4 0' r U -5x10 110 se 0 IA •1 .5x4 $ + • U -5x16 1. 100°111 2x17edg0 h[ - • Or L n • c 1� e 5 6 -1 11-3x4 U -4x9 1.1-5x6 1 - y - _y 7-00-11 5-09-13 ,. -may 12-10-08 �� ,g.0 PR0 p $ JOB HAVE: PARANJPE 36 -0.0 4 PIES E2 Scale: 0.3712 � � � (4 � Gins �O WAR/0N05: GENERAL NOTES. laba3 oeorwau roars ar 1 WEN and groomers C nsw Stroud Do .d<ood ut o. Cameral Nava 1. 1 his e truss deagn a adequate br o demon parameters ,. anon Ramer � Truss: E 2 WarNws Debra conshaGw wm Olan'a and Normal a are n aNansalny el oo arm.q d0Lyr:. pal Ihs 2 2.4 ampresson *00 braurg mal Do nrL4ad Nero shown •. Wu dosyw a o wa ao,pra:<v . DES. BY : JJ 3 075 i l... rrarsl.5 elanen6 war as lmgor deNrod by &scow at raary and 0000006 2 Zr o. and °' oo d o c .o.0000.o.ou, mbas traced b dragro,e Ow. a iprm^ • ,C. 1� `/ rtgluto anrn.o CObbnuana Yowl e ) 0 OREGON DATE: 12/28/2011 tarp rirys 'saunas ty law urn among. 3 L ^rr ° py trod slnmrp(ICtm d'ar dry,.aA C). I 4 .051.00 wmtle. 0 ar>og a Word tr roomed No toad Me awed m � `omi xn0`d snot awl b earnti and 4 . b 9aiabon d In as o rmpmstarts pP ON asped sheen contractor rO $ EO . ' 5054925 - E R G • O 0 troploto and al no Imo should any (Dada poalor era, 5 0.5,9n esaar= nrrsaea an. b D0 0000 m • 000W1O0,vo m aam,N. 5 clown apple] w any ddnwnom e o r� °" " Cargut na,w pon,.,rr,,.s,,,,,er na has no aver and assures no for tr. w+ g "AP d 11 f �: I r ). •.. G TRANS °ID: 328706 P� I,bCJ1 • on. Mmr9 Npnnd and ergaaalan d amgnnenb / / 6 Tim deign 6 P 3005. adequate 006. 1'l.ce sppa�ed I 1111_111.1111111 a aa.4 l_ee.a. IMI 1111111111 1_1111 &ag "°""oma oofurn.e d upon loran ∎ a 6 Mo m3o w beano. an DOtaladC30P placedw Cater EXPIRES 12131/11 1 PL hS'IG n 8151, copes d wnrt, ad ee furnished ralrOSl. aroa <vr4e ern prnl 4s tees Opts Matto ago al pub el Inches CompuTrus, Inc. Software 7.6.3(11 }Z 10 tor l aCarnueR pn.baeavp, 0100 aaa EFR- 2529 (Campo Ins ...s.43„.,...... I I • .. S. t 1111111111 This design prepared from computer input by ARIEL TRUSS VANCOUVER WASH 360.574 -7333 • LUMBER SPECIFICATIONS TRUSS SPAN 16 • 0.0' Design cdnforas t0 :stn ainOforce restsltng TC: be OF 110075 LOAD DURATION INCREASE 1.15 BC: 2,4 OF etbBTR SPACED 24.0' O.C. systes and continents ano cladding criteria. TC LATERAL SUPPORT c- 12 UON. LOADING Wind: 110 eph, n =2Ofi, TCOl =4.2,BCOL =9.0, ASCE 7.05, BC LATERAL SUPPORT <v 12'OC. URN. 1.1.( 25.0 1•DL) 7.C) OH TOP CHORD = 32.0 ?SF Enclosed, Cat.2, E,p.B, UAFRS, OL OM BOTTOM CHORD = 5.0 PSF interior zone, load duration factor =t.8 Connector plate Drefta designators: TOTAL LOAD = 37.0 PSF Gable end truss On continuous Dearing wall U011. C,CU,CIB,CNtB lor'no prefix) CoopuTrus, Inc U,U20HS,u1BHS,ul6 = u LL 25 PSF Ground Snow 14) R aTeh UT series efer Or equal typical at stud verticals. Refer to CocpuTrus gable end detail for BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP cocplete specifications. AND BOTTOM CHORD LIVE LOADS ACT UON•CONCURRENTLV. 1 8.00 _ _ 8-00 1 12 — 8.00 1181.4x4 12 8.00 rk I \ --.......„ ....... \„ 4,...... 0 1T r_ez=z,a rez _zrrrm: zz2zrm;- _ I ° i o M -2.5x4 • M•2.5x4 16 -00 —1• " - PRO LEX F1 Scale: 0.5288 ��� ��G1NF�'P S J08 NAME: PARANJPE 96•D•O 4 P q WARIWO& GENERAL NOTES. untesaodvrrm roved 1 Bolder and cream contractor atcu0 be aiheod w at Ga eral note, t Iles hiss clown a aadgaoto be em down Daemons shown Rend* i i is Truss: F 1 aria Weans Wore nmsawon cerm aces end oporo,d a the rospcnstnts a m so down. nano /(�// L/• as roprasavt rub bream coal m eutaled where • 2, in... eel ,. te truss onpneer. 2 • DES. 8Y • JJ A l 3 st eaters lard rele6rrp elements elements Seth as brrpaarp fed wmanad s 0 � 1°s C by are Do=om eves b m tateraay wined at • OREGON 6%.26111y Drmrq mud m designed by deplanes al aer,pls:a e6rrhre 7 o c and al ea u c respoc6Mr unless braced tearsma tray W 1 DATE: 12/28/2011 Conpuirus a Nnb1 no rasponaO ery for suet boats, D 2. ca otrs s1 eatmy9 such es Mums] stnotte p1TC) a G'er cry r, le) � , .4 4 No load ehouNm �e^rdpM a4tma1tramp reduced wnmo sown•• O C C w A appea to any omr creol um4 odder a t braocy a nd 1 Untamed, of tru»,s 1m cdfperns.brdy w are r e �3 r G 5E0.: 5 5054826 lastaren &e ( ov a t e and al no line onynyo any bads greater can 5 Down oanos busses am b be used es a anal -commie ens don n ,t. O R dese , toads be 0Dpied to any component and we br 'city madden' a rea. �� R. C �`� TRANS ID: 328706 S Compd has ro centre moos and assumes no cespaeOWy la uto 6 Udaw1 awctes as 5"1,11 m al buPPona ednen Stem a . d labrtraten, handing. shipment are elduhldort a cdndomas 7 Oesig necessary p� _ �I I ( f , f f IIII IIII III�IIII �II II IIpII �I II I II 6 inn deep, o Dements whims b the osr., lore set lore, M a IV te atoll m both �a truss. and paced no ace carne II�UiUII�WA I1lU II�IE/1 eOStlpuTru e. Software 7.6.3�tLj -E a mama. to Fa a a Wu fOa*el s oldi mares 1.51,1•2525 KdmwTnn9 EXPIRES 12/31/11 I 'i I na s .cared eduof a eYfm mite ESR -1711. ESR•1988 MGT a l 11E 1111101 This design prepared from computor input by ARIEL TRUSS VANCOUVER WASH 380 - 574.7333 LUBBER SPECIFICATIONS TRUSS SPAN 6 • 3.0' IBC 2006 UAX UEUSER FORCES 4aR!6DF /CQ-1.25 TCU TC: 2n4 OF e1ABTR LOAD DURATION INCREASE = 1.15 1.2 =1-361 .28 2.4-101 0 BC: 214 OF eI&BTR SPACED 24.0' O.C. 2.3 =( -991 110 TC LATERAL SUPPORT <: 12'0C. UON. LOADING BC LATERAL SUPPORT <- 12'0C. UGH. • LL( 25.01'DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING UAX VERT UAX HORZ BOG REQUIRED BRG AREA 01 ON BOTTOU CHORD = 5.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) OVERHANGS: 12.0' 0.0' TOTAL LOAD = 37.0 PSF 0•. 0.0' •87/ 3191• •83/ OH 5.50' 0.51 OF I 625) Connector Diata Bret', designators: 5•. 1T.0' 0/ 800 0! OH 2.00' 0.13 OF ( 625) C,Cf1,CIB,CN18 (or no prefini = CoOpuTrus, Inc LL = 25 PSF Ground Soot/ (Pql 6'• 3.0' S7r t67v 83f OH 3.00' O. Z7 Of (625) U,U2OHS,B18HS,1116 = UiTek UT series LIUITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREUENTS OF 18C 2006 AND IRC 2006 HOT BEING OCT. Design Contoras to can ■tndforce.resisting systee and co:ponents and cladding criteria. BOTTOU CHORD CHECKED FOR IOPSF LIVE LOAD. TOP hind: 110 :ph, ne20It, TCOL =4.2,BCDL =3.0, ASCE 7.05, AND BOTTOU CHORD LIVE LOADS ACT NON - CONCURRENTLY, Enclosed, Cat.2, Eap.B, vaFRS, • 6-03 interior zone, load duration factor =1.6 j - -- ---{ 12 6.00 . ,....._....„....<...e„....... 0 o / . o r / - l -- - -- -I Ile -2.504 • }.-- - - - - y - -1 5-11 0-04 1`-- 1 _____), 1.00 (PROVIDE FULL BEARING:Jts:2.4.3I 6 5��OD PROFESS. JOB HAVE: PARANJPE 36-0.0 4 PLED . G1 Scale: 0.5693 � � ( -- 4i �GINFF 'P O WARNINGS: GENERAL NOTES. waosa ddorec. I Budd= and erection caret NA. shoed w arinetl ,4 Co won Naoa I Thu has mow= n odonele tom Po damp pa.encb , shown Room • ' Z / f� and Munro, beam don,buraen amron:es and approval is the 54•570.014 d the waling sow er. not the (/✓� m/ , Truss: G 1 2 v4 oorpreSLOn oft gam., am be nwled.nere anew. • 2 Irma s de a ar • OREGON A. a 3 Al !atom/ force rosistwp dottonta awn as tacplaary and pematenDown assomos me lap NO wta.n chords to to laterally laterally as cd of DES. BY: JJ Wav Pomp uanl En amu,pa 4 br damper al usnpbte a4uctVe 7 o C ace at trt o c respocawlr unless blame va mops) I y 0 ce•tnuar• aheallrno such as plea shoe ICl :m d BC • I' \ DATE: 12/28/2011 4 No i albwa Co mt s cw v wnenn , trawl.; m w 3 2a W oad aching w Were! blar a O O v r army and 4- Im1aLa on of Was ,a oa d nD toawod on= Y1o.n • • ,y (� V . • SEQ.: 5054927 lagoon:n ae sanptolo and • ne Cme should m. toLebabyd � C array ►1edS eroafw nun 5 end a l pLamine! Irl,ase9 aN b LO limed n a nmtara OTaWiprg p � s rx Oos,ph ta,da Do appaud b On mrrp vnwd and + a 'dr, Id bo lt' d taw T no . c • -� TRANS ID: 328706 4. odaw aswroa MDda anal .iaaum shmw 5 Compel has no ward war and assume* no ;esp.:444 b e the 6' 4 q a4'' rude°d • t../,i : l;f ta MLlaar hanlwtp, shwrcra and n0134o000 d Callpwa'Na / Do swt o s1 tn.oa odo .olo aaauge n wooded 4 Iles dew n 'leeched 5331.•dtothe 0 1.1,1 .1.0401 ion.InQ anuda1lxos limn. and OaWdso than canto' 1 EXPIRES 12/31 /11 j I UIIu IL IIUI u� UIII LI VIII uu (III 9 Dods aoa CompuTrus nc . S a 7 .6.3( L )- wan rcgwet 10 For w we,ectw w deson va4.as see ESR•25291CompuTnnl .at, we of plate n Bonus and•or ESN-131 I. LSR. 191411.4Tek) mvireoe )-1061214.4 7 3 BEAM SPAN = 1$.t'.5) FT. (A) TH (a) LOAD CASE 1 UNIFORM LOAD ON FULL SPAN R; � LOAD = 572 PLF. `' VED LOAD CASE: 1 I R-5 ( ?CO( 2 0 12 GLULAM BEAM USED: 2 �U 1L � 1, \t u')ARD' FB= 2400 PSI. jVisi FV= 165 PSI. FC PERP = 625 PSI. E= 1800000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: 3 ll V = 4707 M = 27889 D = 1088 /Ix / REACTION (LEFT) = .5648.5 LBS. BEARING AREA REQ'D = 9.037599 IN2. • REACTION (RIGHT) = 5648.5 LBS. BEARING AREA REQ'D = 9.037599 IN2. SX•= 139.445 IN3. . AV (MIN) = 42.790 IN2. MINIMUM BEAM SIZE = 5.125 X 15 6;(..„,e, . MAX. DEFLECTION = .7548185 INCHES = L/ 313.9 V ( A(PROVIDED) = 76.875 IN2. SX (PROVIDED) = 192.1875 IN3. D.F. = .9755111 IX(PROVIDED)= 1441.406 IN4. fb = 1741.362 psi.I • • j!. • () wc OF • G f CI 'f BEAM SPAN = l , 5 FT. MAIN (f) BEAM CARRIES ROOF /SNOW LOAD LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 440 PLF. LOAD CASE 2 UNIFORM LOAD ON PARTIAL SPAN, LEFT LOAD = 888 PLF. A= 6.5 FT. FROM LEFT SUPPORT. LOAD CASE 3 POINT LOAD AT ANY POINT LOAD = 5718 LBS. A = 6.5 FT. FROM LEFT SUPPORT. LOAD CASE 4 POINT LOAD AT ANY POINT LOAD = 6093 LBS. A = 16.5 FT. FROM LEFT SUPPORT. LOAD CASE: 1 LOAD CASE: 2 LOAD CASE: 3 LOAD CASE: 4 GLULAM BEAM USED: FB= 2400 PSI. FV= 165 PSI. FC PERP = 625 PSI. E= 1800000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 9905 M = 47181 D = 1164 /Ix REACTION (LEFT) = 11730.55 LBS. BEARING AREA REQ'D = 18.76887 IN2. REACTION (RIGHT) = 13112.46 LBS. BEARING AREA REQ'D = 20.97993 IN2. SX = 205.1348 IN3. AV (MIN) = 78.3004 IN2. MINIMUM BEAM SIZE = 5.125 X 1.0 q[.F. MAX. DEFLECTION = .6067203 INCHES = L/ 326.3448 A(PROVIDED) = 84.5625 IN2. SX (PROVIDED) = 232.5469 IN3. D.F. = .9652349 IX(PROVIDED)= 1918.512 IN4. fb = 2434.658 psi. 0"'% v 15 ® 1/ /� i , JP. cf ., � OF 00 MVP 0 BEAM SPAN = 6.25 FT. TYP EXT HDR BEAM CARRIES ROOF /SNOW LOAD d r - G2 2012 LOAD CASE 1 UNIFORM LOAD ON FULL SPAN R OF iI6 L LOAD = 504 PLF. 13.(IE1I:1.i�1�� C�`z i 6�I� LOAD CASE: 1 SAWN BEAM USED: ` PSF)( 2 /Z i " Z °44) FB= 1000 PSI. FV= 180 PSI. FC PERP = 625 PSI. E= 1600000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 1313 M = 2461 D = 10.8 /Ix REACTION (LEFT) = 1575 LBS. BEARING AREA REQ'D = 2.52 IN2. REACTION (RIGHT) = 1575 LBS. BEARING AREA REQ'D = 2.52 IN2. SX = 25.68 IN3. AV (MIN) = 9.514493 IN2. MINIMUM BEAM SIZE = 3.5 X 7.25 (4(8 MAX. DEFLECTION = 9 . 7 16792E -02 INCHES = L/ 771.8596 A(PROVIDED) = 25.375 IN2. SX (PROVIDED) = 30.66146 IN3. D.F. = 1.057587 IX(PROVIDED)= 111.1478• IN4. BRG LENGTH REQD (LEFT) = .72 IN. BRG LENGTH REQD (RIGHT) = .72 IN. fb = 963.1636 psi. AR 154 BAWD A MENTRUM I • • c OF 0V • j 1 I I iI f. BEAM SPAN = 7.5 FT. MAIN (e)• MA(Ki . .BEAM CARRIES ROOF /SNOW LOAD •LOAD CASE 1 .UNIFORM LOAD ON FULL SPAN LOAD .= 490 PLF. . LOAD CASE: 11. SAWN BEAM USED: • FB= 1350 PSI. FV= 85 PSI. • FC PERP = 625 PSI. E= 1600000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 1531 M _ 3445 D = 21.8 /Ix • REACTION (LEFT) = 1.8 3 7 .,5 LEES . BEARING AREA REQ'D = :.94 IN2. REACTION (RIGHT) = 1837.5 LES. BEARING AREA REQ'D = :.94 IN2. SX = 26.62802 IN3. AV (MIN) = 23.49361 IN2. 'MT MINIMUM BEAM SIZE - 5.5 X 7.5 � X 13 1` • MAX. DEFLECTION = .1127434 INCHES = L/ 798.272' / • A(PROVIDED) = 41.25 IN2. SX (PROVIDED) = 51.5625 IN3. IX(PROVIDED)= 193.3594 IN4. - • D 'F'' = 1.05: 1 fb = 801.7455 ps i.' • (0)) . AO" . 4: :? G.) ,sae 'Cl‘ . 'W ID (. 2 • II r V lj . ca 1'4 .) { q���ir P' -h- G-�l�! 1 SEC —( i BEAM SPAN = 14,5 FT. SEC (1) / 1///"/'-VZ-11/t BEAM CARRIES ROOF /SNOW LOAD LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 650 PLF. LOAD CASE 2 POINT LOAD AT ANY POINT LOAD = 4675 LBS. A = 4.5 FT. FROM LEFT SUPPORT. LOAD CASE: 1 LOAD CASE: 2 GLULAM BEAM USED: FB= 2400 PSI. FV= 240 PSI. FC PERP = 625 PSI. E= 1800000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 7516 M = 31376 D = 738 /Ix REACTION (LEFT) = 8355.243 LBS. BEARING AREA REQ'D = 13.36839 IN2. REACTION (RIGHT) = 6394.758 LBS. BEARING AREA REQ'D = 10.23161 IN2. SX = 136.4174 IN3. AV (MIN) = 40.84783 IN2. MINIMUM BEAM SIZE = 5.125 X 13.5 5L MAX. DEFLECTION = .702332 INCHES = L/ 264.832 (:9 o 'r A(PROVIDED) = 69.1875 IN2. SX (PROVIDED) = 155.6719 IN3. D.F. = .9869982 ref a . IX(PROVIDED)= 1050.785 IN4. BRG LENGTH REQD (LEFT) = 2.608466 IN. BRG LENGTH REQD (RIGHT) = 1.996412 IN. fb = 2418.626 psi. • nr :a •i4 s•.. -mss P ^ • 41 " s1: 1540 e• S : r� BAYARD AMEWrRUM c "r. ;9 � • , r , ,� a to, 0 / ,I tar r r• K7 , �l yam.. ms a +.a • CO O O • S :� r r..l'ln.�a� r '�R1111•! �nrr'S•' L y } • . ,1,4,./24,g;41* 'iii' '.. 3...�i,; % •iw. • . . t . n i h , • w r ... • .:-l11kmirWi$ e.rata.r.1..4. -tea. a . —.a.s, _- _L . wU 4 e U SEC_( BEAM SPAN = 15.5 FT. SEC (1) ALT BEAM CARRIES ROOF /SNOW LOAD LOAD CASE 1 UNIFORM LOAD ON FULL SPAN • LOAD = 650 PLF. LOAD CASE 2 POINT LOAD AT ANY POINT LOAD = 4675 LBS. A = 4.5 FT. FROM LEFT SUPPORT. LOAD CASE: 1 LOAD CASE: 2 GLULAM BEAM USED: FB= 2900 PSI. FV= 290 PSI. FC PERP = 650 PSI. E= 2000000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 7516 M = 31376 D = 664 /Ix REACTION (LEFT) = 8355.243 LBS. BEARING AREA REQ'D = 12.85422 IN2. REACTION (RIGHT) = 6394.758 LBS. BEARING AREA REQ'D = 9.838089 IN2. SX = 112.8972 IN3. AV (MIN) = 33.8051 IN2. MINIMUM BEAM SIZE = 5.25 X 14 PGtJ S(i 4 V !fi �5� MAX. DEFLECTION = .5531029 INCHES = L/ 336.2846 A(PROVIDED) = 73.5 IN2. SX (PROVIDED) = 171.5 IN3. D.F. = .983018 IX(PROVIDED)= 1200.5 IN4. BRG LENGTH REQD (LEFT) = 2.448423 IN. BRG LENGTH REQD (RIGHT) = 1.873922 IN. fb = 2195.405 psi. • c .#0,D AP BOM A MENTRUM C J v i '" " . r vO , yp l� • - k�r h !�, F T �. 5 4 .: .,.r,:.y.., • a +y. • BEAM SPAN = 8.25 FT. MAIN (C) ;. (e//// �� , • . . r • • LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 624 PLF . "1 Ney7 ljk71 LOAD CASE: 1 SAWN BEAM USED: FB= 1350 PSI. FV= 85 PSI. FC PERP = 625 PSI. E= 1600000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 2145 M.= 5309 D = 40.7 /Ix REACTION (LEFT) = 2574 LBS. BEARING AREA REQ'D = 4.1184 IN2. REACTION (RIGHT) = 2574 LBS. BEARING AREA REQ'D = 4.1184 IN2. SX = 47.19112 IN3. AV (MIN) = 37.85294 IN2. MINIMUM BEAM SIZE = 5.5 X 7.5 (6K 8 ) V itt /1-12,, --A MAX. DEFLECTION = .2104889 INCHES = L/ 470.3336 i _ A(PROVIDED) = 41.25 IN2. SX (PROVIDED) = 51.5625 IN3. D.F. = 1.05361 IX(PROVIDED)= 193.3594 IN4. fb = 1235.549 psi. $ 4°13 A'RC. . 1549 a � �` , • e . ' A 1' ' ► ' c 4 F M t... • k +r A ,' .' . • k . I f e li /7 ° fii •'"'-',' " , 'e). ...1 . -, OF 0 41 f �aL• J AM r '1 MP Nn 6 sT . p p ' 71 -1 Tiz. BEAM SPAN = 6.25 FT. SPECIAL HDR (RIDGE @ LEFT END) BEAM CARRIES ROOF /SNOW LOAD LOAD CAS 1 POINT LOAD AT ANY POINT LOAD = 4800 LBS. A = 3.125 FT. FROM LEFT SUPPORT. LOAD CASE: 1 SAWN BEAM USED: FB= 1000 PSI. FV= 180 PSI. FC PERP = 62S PSI. E= 1600000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 2400 M = 7500 D = 26.4 /Ix REACTION (LEFT) = 2400 LBS. BEARING AREA REQ'D = 3.84 IN2. REACTION (RIGHT) = 2400 LBS BEARING AREA REQ'D = 3.84 IN2. SX = 78.26088' IN3. AV (MIN) = 17.3913 IN2. MINIMUM BEAM SIZE = 3.5 X 11.25 0[1 __ MAX. DEFLECTION = 6.357108E -02 — INCHES = L/ 1179.782 A(PROVIDED) = 39.375 IN2. SX (PROVIDED) = 73.82813 IN3. D.F. = 1.007197 IX(PROVIDED)= 415.2832 IN4. BRG LENGTH REQD (LEFT) = 1.097143 IN. BRG LENGTH REQD (RIGHT) = 1.097143 IN. fb = 1219.048 psi. N 1(50 ,e 4SD C 160 • , o ( !b› ).' wt.14 OF 0 - — - 0.0\) rTAGO. P.7 6.y G forr (3x) . j 7 ( ? ( Al. FOOT( 6t SECrt'coe 1 ( C SOPY) - 1 Cp uc[ 2 TE- i ---- r9Pre• l / / 11 (....--.---f _________\%. \ \"\ V ` / r - ` . CO N Ca- - re F0071 #.3 \ (po NoT 'ARM / ' . • ` (�oso4o * / cz:scE =-:-.4=2 / • , .- f ie Cf) x ( em r STS(., ALL - t3 /f I l PsT / r / , ! 91 SIC , ..�.._..�-.... Y 1849 ( • (t • ,ArvrRUM / / TYPO i °� . �� ,i i �' r • is E- 1 (4, » ' • • 1 •'• r"�!� • ( WA o • (MIFJ Y F� A CS /D AM. ) 8x9 C �" V wnaagiroraaM emst v43 G -- erzio swaveg r4} ,, - 7w ).4 $'7)1H 1 Sa .5 4NO211-5 -- 73315 N ZZ�z� s 11 rosdw)S ( • s • && ,,o (19-63s/_1_500 sN)3)(\ isyseid 14/4?--(-1 f-/AA/ Member Section Deflections (Continued) / " "vim LC Member Label Sec x finl v finl (n) Uv Ratio 5 5 -.006 0 NC - 7 2 0 -.07 1449.49 - 8 .:.: _ - .3... -; '':-.001 ' ..... • . 399:766 ' 9 4 -.002 -.516 197.597 10 • , - - 5 • :: : -.002 - .815. 125.093 ' - 11 3 M1 1 0 0 NC 12 - • - 2 -.001 . -.053 .. _1932.653 13 3 -.002 -.191 533.022 .: , - ' 4 :004. -.387 _ .. .._ • 263.463:. , 15 5 -.005 -.612 166.791 Member Wood ode Checks (B Combination) LC M- be Sha.e UC Ma Lo i ] Shear ... Loc[ft] Fc'[ksi] Ft'[ksi] Fb'[ksi] Fv'[ksi] RB CL CP Eqn 1 1 M1 6x6 .298 0 .000 0 .239 .65 .95 .07 4.306 1 .281 3.6.3 • 2 2 '.- M1= - .6x6': = .997 ' :.0 :162 . 0. .239 : :.95 ':07 ~: 4 :306 1 ' •=- :.28-L•.•3.9 -3' 3 3 M1 6x6 .927. ' .121 0 .239 .65 .95 .07 4.306 1 .281 3.9 -3 r ,,,,s, p. 6 )( W s Re r , A.fi« f 4c c _.• MARDI MENrRum n cJ3 i�I� f' j 8 o oV,.S'' RISA -2D Version 7.0.0.6 [C:IRISAItaylors ferry canopy.r2d] Page 4 DESIGN EMPLOYING IBC CHAPTER 18 LATERAL BEARING FORCE = 228 LBS. HEIGHT = 8.5 FT. ABOVE GRADE. MAX SOIL BEARING PRESSURE = 300 PSF /FT. FOOTING DIAMETER = 1.5 FT. tA,S POLE /FOOTING IS NON - CONSTRAINED AT GRADE /' MINIMUM DEPTH INTO GRADE REQUIRED = 3.75 FT. FOOTING DEPTH CALCULATION: DESIGN UPLIFT = 837 LBS. MINIMUM WEIGHT = 1255.5 LBS. DIAMETER OF FOOTING = 1.5 FT. MINIMUM FOOTING DEPTH = 2.75 FT.4 ANGLE- OFF - VERTICAL = 15 DEGREES. WEIGHT OF CONCRETE = 728.947 LBS. WEIGHT OF SOIL (CONE) = 711.9931 LBS. DENSITY,CONCRETE = 150 PCF DENSITY, SOIL = 100 PCF $ VAD AR C.. C7 1540 . y .. � , . A vermUM • .f // 1-7.)61 1 .._ , too ki'j !($(ok : , (sul 8U .Co12- kfee.) • • Psi • 60f./ • ' 7 � Z7Z . P(..P ( froP) r (8)( = C q- £ c,F • . . : • 1 . 52 PS F 3 +3S 3 • I = ?Z -F k I 521PsF Itanimmaroicalri+ J . t� L 4-=- (.) .. _P 3s a PUF • • T 1 - 55o ?LF (e494). • : . w = goo P l,F . PROF L... :,,''` 9381 ' . . OaTsGO\ ,\ . ■.... . \ `' Tfrl COV�� EXPIRES:. t . I . , 1 I .....-.. . 6ocio MADA4-0t444_;v s r .5/ 0 2. • . . gooF pa.A.kw4 (+2- 1 .• ;" ,..._• ; CLIP 0 . - . 4004497.-- eIF 4e. I .... "it— 130" ***.... illp 90 A V-6" (2)3/- . • 0 J4. 1 (2) 3/ H 0:71 I it /1- IPIP . e 7.. GIRDER MUM ABOVE .. GIRDEf ? / • 4 2=,T I ON * ... OPT 101 b .1 HOD I 48001r 8 CLC . , '0 CL . Ink MASTER MASTER SUITE ". i VIR 16/2 x 11/d 14AL 16/2 x 12/0 aLLC. (WC. HALL) : 3'46 a r 4 ; 4...go 3'•EP" 7 ' I l• • 1.13.P. ARCH 0 2.4 el I • --- 15P. " . . _ _ . . . II: 84R I i : r 1 . i4 6 11 0 0 bp. I Eg 1 t I Pin . I 11 - ; • cs . 3 '' . :. miwirn- a ..: .. *; MrTatii 1 .1,__. •-... 4 . , . • .. 4. 1.„ ,., • :.,. e . -.‘-44 . I p 1 ' I . a .... •E, =1- - : EX I w p 14' 4111 ? . .1111111 INE. , / ;t 1, .. _...m....1,... 2 r' 1.91j. 121 /6x6/g ;1? , • II 2/6x6/8 go. ! nillia : 11141 AP ill Ill , . ri CI .1) ' Wait 1, 11161 Mill 7 *4. 79 . :-. in ca" IMIll Ns= 1 al : r 106 :. . . . . . zr I .:•••••••■••. 3'-ir ER . 3.-180 . IT r 413.4 : •X . 'it I ,. ' I 0 . 4P ' • ! WC 411/ I 8'-0' CLG. 0 . S . BEDROOM ;.: g • t eAt5I PROPte L3/10 x 9/6 ;s,No °V m .. , 'S., "" 6 IN kt,, . • - • • • GIRDER TR.186 ABOVE . • . 41. . 9381 . . . _ - - - • • • •:: • CD i • ki ..k - (....:,... • • -- 4: im . 1 OREGON „ 1/4 ... . • -- . .. .4 A . .___ • e e • 4 / COV i r ......— s/4 '22, T N , • • / T-0° -0" is i . ik EXIL . ......i • . 1 ..• I II ____ Ovio I i . • • ,• ._... 71-ificD Pc.00tz. : ( 6z f'SF) 4(ql (0,clkete. 6A3ue c.J4.«) ( H1. xt2 , .R _ _ 4x12 :-- limo II Nom .11 4)4 _ 1 , I I . I x4 FlOST I 4x4 ip. 6'... • I PO4, I I S, ! 7,. 0 riOt 1 I r • ::-: g I S. . • : 1 gt: I • _fp, 1 1 I 4b 1 : .. : p 4 . - . 1 IL :;-1 II . 1,-1 r — 1 14 . : •• I .... .... A t Ii 1 1 1 1 1 1 1 1 i 1 ii I :,, 4., - • ; T 5 vi i i; ■.......■■■ 1 1 I .1. k . 1 1 1 1 1. Jr - ''i _...... , , , , , .: I 7..., . I I I I I 8 : : R 1 9 - i • :: V 1 I lirlt, . . 1 4 p0.1 16xib 5-1 CIL. II A poe-1.--LI ., .. . .. .. .. .... .".: i t7. 4r6 ‘. * Ir4:1 I r i • 1 T i • :...' . , " ' • .. - ■ al . I I 0 I , . „ . ...... : . . 1 . ,!. . . 7r) °15 . ' I 71, I I I I r_ I . I I . 11 . .; 01 CA sl . ajCTUii I I 1 , I I I I I I I I I :1 I I I 1 1 ‘4, 13 ‘ k . t PROfth, I I ,T..,,INi - 9381 IA = (S / I i f r ) + (i25)( ) = 62.5 rioF ' ri ---- REGON , I '41 CON' I . t I . RE ........... . . .. . . . . • . , • _ . . , . . I 1 21 2 / (2, FDO -. f ef . . . 6Ofo , kfs • • SO ..........o...cupo......... . . 1 . • ' . . . ..---. SECP 0 0 FL 4DC; 1 7...1 t . ( 2_ PsF) 0.0 Potts- (2.12_. • - cou-Nstxe ts. la • . • • 1 Lt OF • , ....*.-. ' - LINE OF WALL ABOVE A I N I 111111 . 11.16' 4.11,..,, ,. ....„, . r_ -...,,,- , : 1g 7 1, I I 11#001111 .1 I I I •1 I .•. ...I.L.,... .. : . :. ,,.. R. : • . ,. 14 ' • . • r 1 1 .:. • . , 1 1 _ rd 1•:,: 1 ..■ 1 Lei . , : f •.i ._ . ... • .• I , „ ipi, ;; II „ • . . •-•f::.:' ; _.- . . . - ' 4. • ,, , .. 1.._i i I -..I 1 :... '.1_ -.. . . . or • • 4) ,i" 9 A 0 : " ej : 1 • - ' I I • I J I I I 4_..; ,F.-_r_ .. • LL- I - • . le fin .....:: 1 Tit ' . • 4 . • . :,-, ., • t ii . ...., ,TAIR .. „. . I I CI . - .3 4 to ‘ . I • ; ''... . , 11 1111 . .-: • .■%1 1 ■ .\\N \N .\\ .\\ .■.7 . \\V ■ . . ' ' r/A VIZ WY. r/#4 •r■ zzz, v#,: n r , , ...... :: ..:. • • :: . . 1 1 1 b iidNioil i07.- -; .A (4):: (52)03 -1- • • , 0- 1 1 . AI, . • (72)( ) ''' 4 5 • .. ii ' -: • • • ® - PuF • - I ip04 ....., I • : ...„.. ,.., , k...._ 1 1 1 1 11 1 _ 'r•b • , . : -EL. AST. 4 I I 1 • I. • :...... ::. ,', 1-;1 ,.... . .. ...:. • . , , .. • „ . 1 . ..r. & I i , ... -::: I I • 1 • i I I I 1 4 1 1 [ I 1 . 11:S41 . i I I • .. I I III I I ' . .• :: • : iktj C T U Ft l ..../. • S I , ... ?, • ; Ald) PROP - . .:. ::: : ,... . • , ■:":"4 Q 1 N so . • Opp r- . C4‘ it, # .4.._ . --; • • 4x6 4) ' 44, • 9381 . . r" • • • . , . . %-- OREGON I I . . . ' .. I I I • I uro. A ■-- 9' 22 .0 . if CONI* .................i Re m _ ,.......s...m.. 4x14 DP P.T. . . . . 41. EXPIMS: . Lite OF PEEK 4 4x4 • ! POST I POST • . Cog_o /1 o&J 5" I 3 18 PI- FPki f 5 • • / "Po / 0 12 - 7 :04 3 / • .1 r 1 1 1 0 I I 1 I 15" • d vi:Locrufti 4 ,:c Lopro ?oitaT (toot 4mq = oN 0 44z 9381 - (T(f.) o nx-= rmaL4_442e0 uei g wiAtioo (mg -.‘}-22\%‘ 1; COVe' • ® (ij (west Wart) = 560 fc-r-- (1r4 3 To e ■ o D ! 5 3/s /(2 EV K1 - L, n � • • • i . • ()AD / BRq. PRZSSu 2. lti Ac uY Si s : O ti 4100 PLF 454 ENE- ( 4t4 PC/F (PR. tArr:) rirtafr (4". 44)" g Lid r aims 2.4'y wld�l� x LoMj - 2560 + (4-$'0 f Crab 350)(x) (000 P t,� 2560 ± (000 X L 3coo C,AP*C IT`{ _ (15 Sa o ISF slo < Max - 5 twarritg pressures :_ t /14,4, 9389 256 II , Ik.�n ( ..to00 �'<r 1�� ` T 22• prA400 & Covt. GMT EXPIRES: • 1'1�� . T i • _ _ .. ' ....._............_6ogo......._ ; ..__.. l`1 ,_ oIJ - i. 41e .. S ! - -. 0 Foci -17 _..::_ • • NoRT H / 1.30 Foo 4 �or.lE I' .`` / SPECIAL. - u Ac.14t1 # _ 32. Foo rI q 32 2` (6I MI GAt , TO DETekt L. :' 0 ) / . ;4; - • 4 11 perL 4 l • . . — — — k_ s t — !-- . • x y --r— .— — �O l 1 -1 a�T I�to J+ / I w y ouS� I- 1 i✓ou o oA-Tt c n1. / ( I . 1 a II i : 9 0cTU � , _ I g t oa�o a PoI4T = 1(00 -f - OM - 57(1 ::T °• i E S • .::,.' • 9381 - , 0 CO (1 . -z_ Cr 0 0 rU" rmc iLt.d2e,S 12(Z :;t •1?�, Q. w`"� .� '.ti, cove . .: . ® W . (west wau2) = 560 P (.t- (1 r4 3 s'o p ` . _j 69_19_____ _Lit4-5__ _____1 3/g/12- F01.1 -- ( 6 ' ' 1 0 PE1 METER -- PE TAI L. : 2x 4 rry 0 s c (I. `h tc, . . ._,...1„,_. %2" Pt,/ woo O 1 5 18 1' 47 xl2 „ i A. 13641..T .5” & 4" colicgET6 SLAB -d14 - GtzAOE 1 0I4 , L4 6xte- 100 w.w. . ' ? _ = a■ �_� c. lc 41 1 * r j II le 4--- (2) it 4. cool. ■ , I ToP of WALL Z J � • • ` I *r' m N . . ; b • ' j-S . I( cIG. • costALA4Ti i k 1 . \ U- (z) #4 cower: . e.5"u.¢,90-r. . g 8" 8" f 4 z it dr 1 � , 1 1 , Nii u/ Cpxperz SAes. v g el 4.� • c. r4f c vEP6 • r 1,05 V - 7 11 'ZS :Nse-7 t23 — 7J9 t j& -a0 MONTAGE TOWNHOMES BLDG 5: LATERAL DESIGN INDEX S1 Cover and Sheathing Schedule S2 First Floor Shear Wall Plan S3 Second Floor Shear Wall Plan S4 Third Floor Shear Wall Plan S5 Front and Rear Wall Elevations S6 Details a and b S7 Details b and c S8 Details d and e S9 Details f and g S10 Details h and i S 11 Details j and k S12 Details m and n S13 Details p and q S14 Strap Hold -down Details S15 Strap Detail./ HTT4 Plan Detail S16 HDQ8 -SDS3 Hold -down Details S17 Foundation Plan (Lateral) Hold -down Plan • S18 Foundation Notes and Detail A S19 Details B and C S20 Details c' and D S21 Details E and F r S22 Detail G and Sheathing Schedule • 1,