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Specifications (9) /14-S7;46/2_— vv,)7 1� 5-V �v�/7y VOWED AE NOV 06 2012 ULATIONS c °f NI°N STRUCTURAL CALC Butu NEW RESIDENCE EVERETT TERRACE, LOT 6 TIGARD, OR .1/4.0 PiIlifetfet, c.;_c- GIN, $ 4, 58573 kr• GEM s ' 9EY0. ?' t( " IZ ExpIRES: 6/30/ It-( EIVIERIO PROJECT: EVERETT TERRACE PROJECT It: 12-135 JOB ADDRESS: TIGARD, OR CLIENT: 6107 SW MURRAY BLVD. SUITE 147 BEAVERTON. OREGON 97008 DATE: 09/11/12 PAGE: I H PH: (503) 515-5528 FAX: (503) 639-9592 JOB SUMMARY: THIS JOB ENTAILS THE VERTICAL AND LATERAL SUPPORTS FOR A NEW RESIDENCE. • CALCULATION CONTENTS: COVER SHEET: 1 JOB SUMMARY: 2 VERTICAL CALCULATIONS: 3 LATERAL CALCULATIONS: 9 TOTAL PAGES: 14 AlVit I0 PROJECT: NEW RESIDENCE PROJECT V. )'L-1.3 JOB ADDRESS: PORTLAND,OR E'e�jCd�'L CUENT: &i2 AI, e,) C'S 6107 SW MURRAY BLVD. SU11E 147 BEAVERTONN. OREGON 97008 DATE: 7/101-i_ PAGE: 2f I PH: (503) 515-5528 FAX: (503) 639-9592 (JOY fry -5cAr - JZ()O - GT Co (04-Z19 s) 8775 (N-804 T (z) .-37_000/1- V -3Zap/1- Bnd Ltlp.-, 0 ✓ glpsL ,� ,�. � '► 09 >3 4 t (e,t-i) fof_ou La,00 LI) • 80,9 pit-' a I 5 Ikr�" -t' . Gasp-, of.� Ir �F "del e� V/9a n 7- .4 GC 5 RIO PROJECT: NEW RESIDENCE PROJECT It 3 r JOB ADDRESS: PORTLAND.OR CLIENT: ('cam-t)WooP 1,'+CM 6S 6107 SW MURRAY MVD. SUITE 147 !� tt BEAVERTON. OREGON 97008 DATE 1 I PAGE: I 141 PH: (503) 515-5528 1 Z FAX: (503) 639-9592 . , . .......... •,. .. . . . . .. . i a / tiN4' 1 0 s A. rOi 3 , _ 1 • dhj_), ___A _ 3 .1`....."1". .......- r4 . P • g . ..,0 I I , a .MANt:W.TRUSSES ID 24"0/C . ... , r , f • 'A . i \‘ 234:1" IV121-8" Oa 4C:1) 1 . . .."."\ IC" IV :::........m 1...Z. • jiff ST'S Is- sr g, px tel'' b — 7g2ps, e, 0/lA sok kZ\ o1' ..1 A 0 0.1012-5•2- f ✓op Tfqv- 320+10(S) r 5.c6) .4.0711# V : tl3$ 4 :top' by✓ -0. 014 c!ev 1l*t 2 tip Ura{ 6-5004400)r lo(i) -‘3304- 3‘ 533 i f3'9r .�„ t2g�s,. erk .110 14.1-. Vitt b = 1S3tryt, okti n -631" 3111, 12K GLIA, E Rio PROJECT: NEW RESIDENCE PROJECT#: i L 13s"--- JOB 3s—JOB ADDRESS: PORTLAND,OR CLIENT: Eivt.(ppp 1-1-0,4,44Z 8107 SW HURRAY BLVD. SUITE 147 a BEA PH: ( OREGON 3 S97008 DATE: t t (Z PAGE: SI I FAX (503) 830-9.592 „o:1-ill:37135 \'11\ '_1\a SiwvU ONa l' a+rrMw� sIsoaIE9` a_ Z ---__ _. 1y ! •-iI - --vi-A.2. _. I, ri4/1-L” .A. .,f lI de-jit i i%0 I 03-60-8110 1_.....,_ I C1asi ' QS (h -010 1 .t. 0,f,..441.5-s°r r - r C) O El y g. J LL H A LL N ...7.- 7 X ex ` el ^ ,,z/-‘ 1 1r 14 ), ice± e•-iNt t_V2l371VN/Al.Ztxf \ / &1 1Q t ` Fov4JA/4r104) . 11?- FPN �Prx- = 40 }�'/o(17) Cz} 1-55(4) = S70 1F 6,0 rro(r��-x-55(q.--)(z) = li tspif oacr' 4 1i►r/iblf2_ 4, 4,g4C0 Fes. Cis.7- FIE,S rP NT PHOS P= fo0q2.) (GO _ /soon` oacr ifol244 p hoz- Frc, PROJECT: NEW RESIDENCE PROJECT#: /Z-13( JN JOB ADDRESS: PORTLAND,OR Grac��e CLIENT: C9(2-C-64.)wow 6107 SW MURRAY BLVD. SURE 147 BEAVERTON. OREGON 9700B DATE: I vt, 11`2- PAGE: '7,t'\ PH: (503) 515-5528 FAX: (503) 639-9592 Nx ` 1 1042 N t� I�• 84'•0' 1 y / 49'.0" 4 TYP.FOUND.VENT 18xE 'SO EF9 + TYP,FOUND,VENT 18x9 j�wu x J ` t GSL n n n ti i n �,, n n I l (! �A ''a VI , . .4 f-d'•0'—/�_4'.0'....�. /--4'4---�s--4'-0`�••f—3'• - a.. r— % 6'•0----►� 2.10'-s--4'a---t--4'.0"—�-a'-0' !p �j ri ® 4°11T 0 0 0 ---......\1 C 61 10% ) l1I' IIP C 4C� a G ® ® 0 all i 4, iiu 4 P °I: 0 4 g I na----- li—b i J /1 « \I Nr1 ai 04 a u or Nulq___, 0 .i 1 t. TYP.FOU D.VENT 19x8 Y 2 'SO 8xL 1 / 18'4" / i 34'4' / za'- y �_- Sig 114 tO V' 1t __. k - 0, ilwll.y = p07q z✓ P p - 5(' 1PC1 fc�o cv"wO (I L Gam=- I S�SN�(rS)+ID(4)12.00) y ZctSueP 1uer s ca01-Cik1 V''o.o?R0-orco) ylS9-2- s s 23psr kat- 27-1< U kz• _ 1, 0 pt IA) /4:--(sy)C 1 ') 4-to(8 )12+7ra) .-2915-o 62") Cv a�g�2gISa� (ix)) CA/6-T-=0-.4114 V,- 0R) 15'15 i'" (w) Nei"- is(Iz) 1-f,(¶ )='Z>Gjr(- wtt, - I y ( %.414 1A) l4-I3P�I WI) CC-wr m-Cit-S ,4it UL-, 2-v410 = Q Wit-- IK-5 05 . Zlys� /VIERIC) PROJECT: NEW RESIDENCE PROJECT#: rz-/3,t'- JOB ADDRESS: PORTLAND,OR ". Cc 9 CLIENT: C,ii )tv ,)oo 171-am ES 8107 SW MURRAY MVO. SUITE 147 ( 03) DATE: _9- ((-17_ PAGE: t 11_9 PH:FAX: (503) 639-9592 r • ovfu- &rove Gtr-4S' 01 V (02„E L-- 1°r$r=i i Es /i/• Liipo7 / = 6 z 1� ,. Z i s �o �/ Y VA- �Q 3� � �z} 1�7a • 11 (12--.. Z4 , ( 54)1) , (o37Zl” Mo.„ -tia(e)�z-�-zoo(s�t 81 is )'- 17 7 iI �(Oso. U f U.F(-_ i Dt� i`., 6 to) --228 MSA---mg— iti3 ( 1s1z)=/67 3* y Mt "93 ( 3312-) 2-SD3 ' {it ; 143 (Sy/Z) = 3/4-4,r' " M3 —rN3 ( tIP 136-yNW i/-. te3725/1 { — 7`(P/-i- 5W 57 -W,�us 1!9— 4,372-(e) -- I7ts i MA, =ffs-Z)(z) iiolt9jlz +ttt. o0t) (4) U�4 U =0"20 L= 13f5 ttc`o f-t7, q`f ' 1/570 6 t�Z6 + X 37 k Fv. 507(0-7/366M. f� i> v, �37 - gP I- I t Na % t77aeg) ("134 - 11.2101trr- 0 14¢. g-05)4-1 0(8)11z---E-moot �-�,� © 03 . I na it 61,,...0 ( I.. 177D / 2.2tpi.c `i� 1 - / 77a ( )B (3f$ = 53 � 03 \f --177oa L---tsf-y`-grlo3fro 3i �c /7701 i/1/ , 1409/4-� �yy' '!u= 7frt D) /D( M Z t?Gc (' )la �-' '� §766 lua - i77v(S)( 1//44) - /S7/ ' uPt; Ii°-134--7a6) ik 1Jste) no(e3 z9 ; z '" "S— ts d`, No p_! F i i PROJECT: NEW RESIDENCE PROJECT#: 12.-(36 JOB ADDRESS: PORTLAND,OR _ reff,r/FL CUENT: GeeeAJ wevanCS 6107 SW HURRAY BLVD. SUITE 147 BEAVER (503)OR 15 97006 DATE _4-I( ,. 1-Z__ PAGE: 011141 PFAX: (503) 639-9592 $ A Ml 11 41,0742403 ' 7,o5 1770#-)o73'- �. 2--v-{3 — ., .� + L.. 11719 r9—v, Ake 4J -4175-14 = t 1 64It-P NV . it.; 7-1,4,34 I 7- 15-optf" e As - !?7a((6)�t-rfl)3C't) - gm / '''61— L��� =fis s)(2.) r 0 01) y ,- LitD(2,,.. .)(4) i't� =[/(08)17-) �0C1?)3�4 -711oa5"` ' — '-' ,y ,r 3�jSt1-z?3(91 j �� � :..°`= 21-3 -7 1y793ji- e, (meg No 1+0 -- M 2- 1�=63Z7f4-3s6t'4' ' 0r53 g, P L--"101 ,U; rora341 = 1/47Pr-f Nrr / !Dr8'3 (1)--;- a t(stf-I _ i 7t�tyv-LIS(,AI 14100)]1°2 -4-7,760pr-1) `f • 14 � .� Z'793� Tkri- v - 1`�7cr 1-10'7 = 2843 -7G}7 +�-- 30 °purr, 411(p-1 -e-2-13[ 13-7 D7} ���a� D ,o,.° Z ,fir 2.84713o - is-esti- err 1710(i8)-rro73C40 = Z�517 14‘-j V , /I-7 o f 13S`1 NIZ'/5-(S)67) li 0 £I-Z J 3Z = t 8'f cO'y"" 1--- 1!' +t`-Y =z1- G5 — Litt rvo HO 3 z9�21 11-73 p 1‘46 (4)1 )0 - g3a7 -- , t ' - S(�) ro(8)] . t 7060-01s) .2110 s Go. ?3S?-2130;3101 e t� f= -- y 2 sysb gMse swo 3.s:i J�; a PROJECT: NEW RESIDENCE PROJECT it: a-13s � �/�,•� JOB ADDRESS: PORTLAND,OR CLIENT: Co 2Ee4AQe00 &--mMEf 6107 SW MURRAY OVAL SUITE 147 PAGE: eEA (503)PH: 515-5528 8 DATE: /- .1( -I� Lt Iti FAX: (503) 639-9592 littl.1 -1(113, ,,t_ 0 0 0 1Jv \._ --t_fr —tiv C -0 0 El 4/ Io Ir ze.1,, ---t.0 jII ) 0-54 a 14K 1 1.1 -110 --e-id e. ..71.11 ./L-------1 0,1)1 rofr . —Iv L r _ ra ,L05-1 111 ......„A ---' / 15 / I nt I 61 9 9 if I 1 0 )10 fr A # ! OWe. OW 4 ciii Ai ii 4 it.oll:o SHEARWALL SCHEDULE MARK SHEATHING EDGE NAILING FIELD NAILING NOTES A 7116"APA-RATED 8d t 6"0.C. 8d(412"O.C. TYP.EXERIOR WALL v SHEATHING B 7/16"APA-RATEDDOUBLE STUDS AT gd 4"OZ. Sd 12"O.C. - v SHEATHING PANEL EDGES 7/16"APA-RATEDDOUBLE STUDS AT 8d @ 3"O.C. 8d @ 12"O.C. 'v SHEATHING PANEL EDGES 7116"APA-RATED D DOUBLE STUDS AT Nilly SHEATHING,EA.SIDE OF 8d @ 4"O.C. 8d @ 12"O.C. PANEL EDGES WALL © 7/16"APA-RATED DOUBLE STUDS AT v SHEATHING,EA.SIDE OF 8d @ 3"O.C. 8d @ 12"O.C. PANEL EDGES WALL HOLDOWN SCHEDULE MARK 'SIMPSON'HOLD DOWN ANCHOR NOTES NOTES AIL NONE REQUIRED N/A - 0 SIMPSON VISTC40 N/A DOUBLE STUD MIN. - v SIMPSON MSTC48B3 SSTB28L DOUBLE STUD MIN. DBL JOIST BELOW v SIMPSON HDU8-SDS2 5 SSTB28L DOUBLE STUD MIN_ - v AL SIMPSON HDU14-SDS2.5 SB1x30 6x6 STUD MIN. 10"MIN.STEM v SHEARWALL AND HOLDDOWN NOTES: 1. ALL PLYWOOD EDGES TO BE BLOCKED 2. USE 2x PRESSURE TREATED MATERIAL WHEN IN CONTACT WITH CONCRETE. 3. ALL EXTERIOR WALLS SHEATHED WITH CONVENTIONAL SHEATHING TO BE SHEATHED AND NAILED PER SHEARWALL SCHEDULE'A' 4. ANY FASTENERS EXPOSED TO WEATHER TO BE GALVANIZED. 5. HOLDDWONS OCCUR AT EACH END OF EACH SHEARWALL SEGMENT U.N.O. 6. LAP WALL TOP PLATES 41-0"MINIMUM W/(8)16d EACH SIDE. 7. 'SIMPSON'PRODUCTS SHALL BE INSTALLED PER MANUF.SPECIFICATIONS. 8. SHEATHING ON SHEARWALLS SHALL NOT BE INERRUPTED BY ANY WALL BUTTING INTO SHEARWALL 9. ALL NAILS TO BE COMMON NAILS. 10. ALL SHEARWALL TO HAVE 2x STUDS SPACED 16"MAX.O.C.MAX.U.N.O. 11. ALL ANCHOR BOLTS TO HAVE 3"x 3"x 1/4"PLATE WASHERS (3)111 12. 5/8"T1-11 IS AN ADEQUATE SUBSTITUTION FOR 7/16"SHTG. _s-- . ......_ ..T /� 4:zi v v eNenawAWUDS 11l e WWI MOMS aooaNuw rmvun Ime. _s- ft ° I ® • u.ron wo,roa rn.mwnWLa MK xaxMOP eNioi.w. wor wraruMN dddtgAppp_ 1 II p aNK. soo. 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WOK 1� MOMI S 1� 1-• ismaiimm LI NNNM A ,oA,.artiw hrvOYMu orAISINAILI 1N.ONNr.lOA waL1 A. v ®NTYP,FRAMING DETAIL TYP.FRAMING DETAIL 1 p N.T.S. . Ilia A - NSSTNnoeoOe .N/LI NORI WON M irrilill LOOWOSNa1N 0.1I1AOe r.10O1 _I_I aRINONMNNO I r{.1 A i___ . tNIN1OMMIID il V MOWS Mn II L MuaN at NLWM UMAIOMO.O FSi l•IMO AM noaarN/a MAI 4S. er rruw,o �� MR A. NO 1110111NO SOON OWN V V I 'v V " V V WK, V � PLATt ��� eeawo.e.N � K� 0 LO.L.MNOWO !! A A YOPISWIM 0 .wr.Rawlat 0 0 A L J ,i-• V 1�.' I VO. MOAK MO SIN, y 1 N.a11NOiO0BNPiVt EN ®MAIN FLOOR SHEARWALL PLAN ®UPPER FLOOR SHEARWALL PLAN ®ATTIC SHEARWALL PLAN 0 INTERIOR SHEARWALL a ROOF m"aO 1N'r re 1M r 110` 1/4,N' NTL •—.ap X0100AMPIOMm ILII' n 1. MLNIWOOMgO1p.Se,,001tl0 NNINwOwKTMO=MOM NNaaDMOMt L AU OAKUM OnOSSOIOW SOWN ON (1)in L WA S. OOMI IWOMOOLL w.LIMIOT4e6 eeuNeaim �.w.� MO .nTnt I. WY{gONA ONrON9WMWONM1086KWRM. i.NDWIa IgNM MMc �, iO1Me00Mw22 M L WA MAL 0COWS LT4bLN IAMOOs16N14101. IOiNIINa 110.100.451,5 NMLN. IIaeONiamos .. WLWIfAMTQ6MWMM =PARSONNL •� 7. ILXISTS S VM.ONaONN'riWLNN1aISINIM./.MNCMINa OOJL.NNL L ONOHnEMYKtt wOunmallWA®.rrnrN6NtmO �/ �I��VIVO 011P1OliaL1�1�1� roeNaroSSOM. EIMtnOmNa NxiwnM++ty // Ok�IWI. LAMBOW OP.NO M/GCOM1VLMW L ALL OM SWAMI COIMLNWL / tOMSTPOONO 16 ML.NIMNO{OlNrielYO..Pa'O MMALOAMaNNa LI FROM OIiNILNr. MIMI ,Y II. _WI ON.OIn,'Malr.Y.MYMHWrON ' pn • 'RIgItVN , IOIIII.W , IL 6rT4NwIrMISWMRMMO.NON{pIMMN06 LAM h' Iona VAKLASAFLOI Erma f Te WU* illiEll...1111111111.111o. im=SLUMMY.' 11a`04.1N NO. .......,....4., p. FRAMING DETAILfa)FRAMING DETAIL $ ' N.T.E.TMTS.0 non SECTION NARROW SHEARWALL PANEL