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MST2.0 03-003c7 95og4w 714.70 pare '- GENERAL NOTES ��� ' •FRAMINGCLIPSPACINGSCHEDULEO.C.• LEGEND ANALYSIS �SGvR4�sJ, �i PLEASE NOTE: n (I)All Men«s expand IP • APPROX.YYOLaaWN LOCATIONS x0 $L 2� 56367P0 a7+ 1�� S S LTPF,A35:6d COMMON% 7Y�LONG NAILS weather moll be gdwntred -S000A WALL LOCATIONS THE TOP OF EACH SHEAR WALL MUST$E MP37_ Y70 KY ,��_0 R R 1550,L50:10d COMMON%3 LONG NAILS. 3x CONNECTED TO THE ROOF SHEATHING OR EXP.; B rryy�CMIE7T`ON = FRAMING CLIP OPTIONS (2)ML exterior walls shop be buil E is SILL PLATE RECORD, FLOOR SHEATHING. THE BOTTOM OF EACH 9E19.GATS D .A T.' ¢ W SHEAR WALL LiP4 A35 1554 150 0 imto"ST sum,rwo:l requirements as t�X06L 28 SAL PLOY REQUIRED Q r ��+c� ZIP': 91273 O Z M SHEAR WALL MUST BE CONNECTED TO THE O7.RON i Bxx 91020"MI uNE r FLOOR SHEATHING OR FOUNDATION. SEE `} (il i" , 16' 20' 2Y 20' (3)ha Atyrq on aheorwelia she ,E)Cl2:Pz�:CEG.J1,2016 (�YI w W r not be mtermoted by my Noll TYPICAL CONNECTION DETAILS FOR ¢ butttnq into 0000100/ ID FRoa ABOVE APPROPRIATE CONNECTION. • Z Ai. i.• 15' 20• 15- (4)Buader to verify Inatollallan L DOUBLE 216 U.N.O. J F. equirements for alt hardware Z j n //�� 8• 9' t2' e' connections per manufacturer. ct Z ,&. 5.5' b' 6' 6' (5)inst All floor wirhsystem mum musturbe 3 g 10` it' 14' 10' content OI I6Sa OA M :I 8 6 r 11 6' (6)MI hardware A fasteners in $ • OOfIOdl witn P.7.lumber shall be stainless steel,Z-mee or hot dp 6.5' 7• 9' 7' gaivwniaea ^ (7)NoAdimme'onx ' I \ L Z Ba common-0.131.7.5 . 1 O 10d ea/Nom-00.101.3160 linker=0140,3.25 ea/NomI i � I - ted common-0:16203.5 ) 1 WRAP 87RAP A' IID TEN,. TIE ( DTTQ V 6 i '' Y� on DBL.J9T. 1 T 1 TENSION TIE • SHEAR WALL SCHEDULE • l N3 0 _ - -i I - .o. 1 n / ® 1-';---r - v �' t 1 �� APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1) •p 1 p 1 1 FAST HERS(3),(6),(6).(7) SOLER SILL PLATE ALLOW • O DI 7 PANEL (0 NOTES LyOOAD `1c.�' I YARN MYCWNE55 TYPE 804CSL SINKER 00 SP(2 4A p, 3 I,a a- ` aul..u 6'as 6 O.C. 20 #e o.c. DININGBE 1931• r.tar•-bN. • mx` ai.,..:3 • o.c. C0.0 zx #6 ova BONUS / BR. ' tt, T` Pno-,, -• 2 C-FREAT RM. .4e. .- 0131 •.N• 2.O.C. 3'O.C. 20 13'O.C. sea CO •lo TER 11_ _ I E-' 5i: R,',. nn.._u• z'O.C. 2-DC. zx 22•a.a vee(.) • •.� U 1� a+3••.y1" 3'0.0 3'O.C. 09l 2x 20.O.C. m(.) 9B0 - _ ...6 EAi35YDC r.sN P-11uL Js LOT. O.C. 966 -,1 LI IV a.-irw- +3� Out..7A• Y O.C. 2.0 D.C.. 30 16.O.C. A -=----.1_.. ,- I /"r EA.SYDE r..sn r (#).(6) "'^' • �..-... \I 3r/ nummem 1 a 1y5•` 0144.•. Y o.c. 2'o.c. 3x 13•oc. P EA 510E "" (.)dB) ""' ii) 1"1..1-• '�_ 1%5 (t)2s ITT Huse Er s .1111111' 111111I isle „\ 6, r- i31 I.I.rmtaof1eshah r..wa a,roc /i.4 _-. e \ F a !rx,���" IQ Nemo rails a etlj4vNNha PaMt to be 3.am.•a r.Ido. r L ./na ANN. 1 (5)61St x 2r I M P-00 nary M'aka..Yln Our 215 mnnwn mar 0.1u••x 215.01 00 r 5 annaee 0a.•u d.ex vee ____.... ..._ 21 _ c..0,- - C131'• r.ml•e•1 N (6)0.1q' %'XL :=4071-.1.7:41, N P-nd m.y ie reworwa.ah 41ay M 3'swimm N v.i2e•x]•MI Jar r IumuN ( GARAGE _•- �{ .d.uNN Xs,ma \\::\ tt -6 IJ.) (T)Y.IN P-ime-ieeynoYn P..P round-Med Peer nee. 1 )-' (e)awn.m tY6 WL e.ea.1d BR. 2 FO'Y'ER 1 CZ): © (a1 laws«e,.0 eea ens•I.den w.r.a••lmlm n If Ia min.OaAb 2x mixt 1H�Ni a*bed N wipe.6431 Y 0 .v o` 1 2 a.wtn nd...n.old �� ',. (10)psi Ye Y d6'.re/(4)131 common troth am • MST 37.A10 IN eamnse r mine coo end. 0 -.. , 1YS0C40•/(11)140 e0.res each Ina `•1 4 -- • ••• Ptl.�.- (11)OAST 14 Y 401 o/)02)the 4•+Nnan r itn.r.men.M c/ r a 05546.At4)100 moron..•each old i +$ 051002 r/(32)1N etn.o•war-M ^� I ��O(u)Cu51 14 Y 72'3 a 52)tie®nm-•ro•w..n•ae arm _ J ' EXTDJD SHEAR EXTEND 6NEwR �_- /DEN u usno+/(x37 16P eonmen.«n one. WALL TAIROIYN WALL THROUGH �- < WC..A3x)the.wrm mere.aWECTP,L, •1TERSECTR.G 9 ��n D WALL W 4111111== rid...du41. a • 00 3x obtt reW.•Y whom Note en Iceman.ogee. I 7 �I�`- W I > 6 l I /.....o_ 1 J Y �� MlD = 11/14/14 • HOLDOWN SCHEDULE _ V__; 3. _ U__ _ ° MARK SIMPSON FASTENERS CAPACITY LBNOTES Amin 6 ek ® Z�� 0 (•) MOOEIpW 3 M /� Na Sb Pl.Um Oslo to TTP. TTP. .d d dt=i `�(y) nPwo.n PI1..600e wee Ig NV O 0 0a5712 r 42:Yns.a"iM-_ um ta'.wmtala. L I E I P Qquired VI.•e 114 yw. tD= I Sr Long M tm) 0 EV L W r�=7 o Ln 8 CMST12 SI (Imn o�`«cl.Int 100 fa •••••»tut S Ca��m 4C Len 4. DaSTl2 x �(,00O .seta` 6050 For...a o Oewlw. ii tr: so•Lane 1St SNOW LOAD DMST12 a ((0)/SO co tins 72'Lau.; u.r /� Mo 0 0 ,� \ CM5712 s est 112.::= u+s P^'ie .• 7' © 90'Lara ASTNDIANJ (0)164 iw.r. y4113 :�:;::: W 0 NTTS fas)8582w.• ,a« L IPPER FLOOR PLAN MAIN FLOOR PLAN ps't 16 r SCALE+Vd• .1'-A'• asF u • HOU-11 L2aw..s•Wi: 1,u3 w'"uar112).::1.r1.`e'uw SCALE V.6' • I•_@+ w.ner.w•r. 2 . 2 21 A'bY0oAY.' SO. 1id ©1 NV-1t u ;rnd w4: u,rue!•nw L reit1 fa ha.1 at..TM•Nl F.w1...11 ,• M .• •• TI�j gq��tt��ty���a�N� M 1IwJLL Li e • rn p C • ` 5 1112' NA1-BD •• a '1 i L . Z 1 • • 4 ao H grf�_ Ir 615 uA4 r _ �t. ~ j • ,1 1 ___1 ..__ ._ 4 OEA d ® til _ i :® ;h. Z - - 1� y 11 �' A • l& I Lii • i i :': 1 . 1 E i • , 4Q@ : CO' 4 , _r P o CIWa • • � :; HEADER} HEIGHT TNI mJ :v i<e911N 1}I 9pLIGE LENGTH 51N.^sLE SHEET CR SNSATNTYa I, IE: 4 ii.ir IIIIII livogiII IIII 11 I_ II �_, - m �; R II swisii y 11 u R �� A 11 R ID•FM 1 , 134.m6)(. _ A a a _„, •1.-Agi5R 111111111101111 Z 8 Ii iii D P 5 R 4 gl• E��Lam._ ii 11 I (Q_-O P 4 R II I "a '. A g ° d D .11 -. k i 4 t Tfo rI ' mitgqq ��{ 4� • • a € 6i 4x�g{gj' I €�n E m G g n $ i^pp fir" ern •X4 F €AFI N rE J °Ia8 O • $ a F ii Ft 2� m0R • 0n 'al 4' 5, k 0 NEdpER NEK.NT Oil yZY,,� 96•29131511,41-E. 511,41-EHEHLW E SET GK 5HE6T 0- P'LICE LENGTH ri 7 �N� =__ E l aD - I'll‘ilteraA14.. . - Hp m ag limoQ Hit; iE of Fo§ ilm,g I q° 6P;t O ZE jP•: .A P P.: A.i •x0 m Ig •m 6 a P. • 7�prory� �`.J IrnEa T cs90 sG.g Z OEER2 S ��® !!'i�r!t nma U HOMES Z ' i,344 . ROWELL It ~ i [7 ENGINEERING,LLC S J�Kj■/A�� COL L E C T I O N 3TRUCTURA4 EN°INEENING • V ►t;• 9 5 0 6 5.W, T 4TH AVE P A R T I T I D N — PARCEL 2 1 V a TE ws oson s neer src ao som r1+.am 1�� WAGE AKA .r!0 SQ Gi. W A 5 H 1 N C 7 0 N COUNTY, O R E C O N y PexrLa+q onnw"V6 ,...1,031 ry+.erll INIIININNINIIIIIINIF .1 J xa J"IDRR W�Z•W:. Z2 � W 0z J- W�W� :`e 3 2 O .a U •0 V MU EDGE NAIL 3 IN10 7%MK* SHEAR NAIL „,,,,, BLOCKING PER SCHEDULE ,��_ SHEATHING PER SCHEDULE Ad AA'O.G.INTO TR STUDS 7X BLKG PER PLANr 7x STPER PLAN ' /IN SNEATWRG RCOf S.EATNMG SMESOLE AR PLATEAILING MR MAN PER BGHEDLE --• �try I�--. �'/ / /� EDGE NAIL `, PER MISS PLAN W PER SCHEDULE I` EDGE NAR/// 141 OR 142.5T COMBINEDt^b PER SCHEDULE OATH A CLIP AT BLOCKING PER NEAMING CLIP / FLOOR JOIST SCiEDULE BEAM PER / PER PLAN MSCNEOIN WALL AOWEDIIG F-. PLAN PER .E 771 SEG W/LL IMINIIIIIIIIIIIIIIM ORION./ is,m. AT DISCONTINUOUS MULTI-FLOOR (DEXTERIOR SHEAR WALL I TRUSS AT EAVE a',1•"©• PERPENDICULAR FLOOR JOISTS '''1•.0, SHEATHING SHEATHING C•OLIA'R 11 PER KIEDULE 2%STUDS PER SCHEDULE 7%STUDS PER MAN SNEAINIG PER PLAN PER PLAN SOLE PLATE PER SCHEDULE s!•�.N 50LE PLATE SOLE PLATE SWEAR NAILING !�-.J SHEAR NAILING SWEAR NAILING PER SCHEDULE PER SCHEDULE PER SCHEDULE DNEATHSNYr. ( WEANING NAILING TO MATCH NAILING TO MATCH NAILING TO MATCH SIgATNMG U EDGE NAIL PER PLAN EDGE NAIL PER PLAN SHEAR WALL EDGE EDGE NAIL SHEAR WALL EDGE SHEAR WALL EDGE PER PLAN a PER SCHEDULE IPER SCHEDULE I„-� NAILING FRCUIREMENT 7 _ —PER SONE. aIL NAIL Wi REL111R£I•IENT� SHEATNIL'. NAILING REOUIREMENT� �/ PER PLAN •O a 7•Max 14 DNEaTHMG IY 6HE6 uIG T /-lY4TG PR£'BENT CONNECT BLKS TO i III _ ilL/ STRAP PER MHL TOP PLATE W/CLIP OI 45m•nAx.7.MAN iiBREAK sisi�s FLOOR JOIST B % ■ PER KI.BDtA.E-...,�,�y.� CONFECT J016T TO irdi z , . PER PLAN _ TOP PLATE W/CLIP EDGE NAIL 7X SLIM'• EDGE NAIL 1..---7,-:: ~-- • /J� PER SCHEDULE "� 2 C PER SCHEDULE 46.OC.NAIL PER SCHEDULE PLAN 9T BEAM PER PLAN EDGE NAIL PER / :;.•' EDGE NAIL PENSCHEDULFLOOR.IOIDT PER DIAPHRAGM CDNNECT JOIST TO J FLOOR JOIST PER MAN ��U SWEATHIG TO 151-KG W/ SHEATWSG TOP PLATE 111/CLIP r� EDGE NAIL PER SHEATHING PER PLAN SHEATHING PER SCHEDULE SCHEDULE 1%STUDS PER SCHEDULE Ix SLK*R AS'DC, 's•�y a PER SCHEDULE ed•3'OL PER SCHEDULE PER SCHEDULE < 2X ST ' 7x BTUD6 7k 6TUD6 PER PLAN NAIL DIAPNR.r TO V J 6 O PER PLAN PER PLAN PER PLAN SUEATNIG 7%STUDS SLKG W/Sd•3'OL. S PER SCHEDULE PER PLAN y > CONTINUOUS MULTI-FLOOR CONTINUOUS MULTI-FLOOR DISCONTINUOUS LOWER FLOOR DISCONTINUOUS LOWER FLOOR _; EXTERIOR SHEAR WALL EXTERIOR SHEAR WALL CANTILEVER UPPER FLOOR JOIST INTERIOR SHEAR WALL INTERIOR SHEAR WALL w t”"%ma'D 2( a'•1•'0• PARALLEL FLOOR JOISTS 2 2 a••1.'0. PERPENDICULAR FLOOR JOISTS 2 3 a'•1•-0• 2 aI ()INTERIOR PARALLEL FLOOR JOISTS LL.. '.T.O.F.0' PERPENDICULAR FLOOR JOISTS a••T-0' C)[ __n u 2. Z I * '0 LJ •0 O .- _i=eI4x N OS DNEATHIG COLLPIN PER o" PER SCHEDULHE E SCDULE SHEATNPG 7X SILOSl.J w PER SCHEDULE I PER PLAN COLLPII PER 1%STUDS C�H''3 NOt.DCWE PER SCHEDULE SCHEDROLE/CULE PER PER PLAN STA/CARD CUT SCHEDULE SOLE PLATE ~'1-I SOLE PLATE 6CNiE0ULE WASHER 25t SNOW LOAD SNEdTNIG PER SCHEDULE PER SCHEDULE BRAININGBRATI4NG 80LE PLATE SOLE MATE SILL PLATE PER SILL PLATE PER PER SCHEDULE PER SCHEDULE PER SCHEDULE .:.= F r SI�PSON BPS.F•b SHEAR NAILING SNEAK NAILING EG EDULE SCHEDULE LL SEARING PLATE PER SCHEDULE 7-DECKING PER SCHEDULE .-DECKING VU'MAX I'/ 28 $ g WILL PLATE T.!. {► >t��s s PER SCHEDAE SLAB PER PER DGE NAIL 11 ESCHEDUN.E SLAB PER DGE NAIL n p C � � PER SCNEDU.E -._: --�._.::� e."-•••.--=1.111EDGE NAIL I • EDGE NAIL PLAN PLAN EDGE N.ULIG PER SCHEDULE II . PER SCHEDULE It* {I PER SCHEDULE • .'1 . k'.J.BOLT IISILK PLATE PER SILL PLATE PER II I • PER SCHEDULE '-1-1-=11'. 1 1:r-_,,;-," 1 u"S I{ t.s•PON 1 a'MIL I � il,_ •, _. •\I T •A REBAR 3'-5' i. NI RESAR 3'.5' I -'l) TV REBAR 3'•5' 1- '.4uREBAR 3'•5' u� 1 ; - FROM TOP - FROM TDP at FROM IOP FRIM TOP C C w( ,I: --21,---r'CII !,-1• .�y 3 • - NO'OOUH ANCHOR '1=1 ' ANCHOR BOLT =1 <-.I("_ ANCHOR BOLT ii R • FOOTM3 .. BOLT PER SCHEDULE FOOTING T>', PER SCHEDULE FOOTING +. HOLDCUN ANCHOR FOOTING L PER SCHEDULE' PER PLAN PER PLAN PER PLAN SOLT PER SCHEDULE PER PLAN GARAGE SLAB id 3 STANDARD A.S. DETAIL EXTERIOR SB ANCHOR BOLT EXTERIOR SHEAR WALL SB ANCHOR BOLT ('-) ARAG--E SLAB SHEAR WALL119ABR