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BUP2O17 - 00014 (E) FRONT ELEVATION RECEIVED SCALE: 3/16m a 11-0B 3 ANN 2 5 ZO)1 i BCuiTY I3FIEGARD 1. iLDNG DIVISION 0z * a .7-• LLI - I ------ i ---------------„„ < I- ---------- 1 0.- I- ill • i _f I 1 ,-.-- --- -"... .. .. .. .. .. .. 1_ ! I I I I 1 I X -, • -----Ir HI-TLII L 5: ED ! ---4 I I L 1E . -______ 4__ 1 1 1-,o.r•LA1-6 -.A1111 ' ,--------:- -7---------, . L I I _ s. 0 CC LU _ ii_i_ . I I,. ,t ____ _,__ _ _ 1 . 0 , . 1 , 1.1 i p 1, 1 . ..._______ oz , (N) FRONT ELEvAT1oN (N) III 1 • 1 I SCALE! 3/16" a 11-0" , • I ' I I - LiJ i I I — I 1 i I ,/ ' - ------- M1.- CO —I el- 2 , - I I . I I' . IIIIIIIIIIIII°r illi 1-•1-.G.co410,PM 1 I 1 1 I 1 (Pi Fir M . . . . . . . . . . . . . 1 - . ---__ - . Z ii—rie oppicKur . ,--1' ci < 5 00050000111011.1.11111111111111111111111111111111111111111' -4 . i___________ , . JIAMPP- 1 1 CC Exi . NE ' LU NEW ADDITION • . . 1 . 1 _ 79 !I 1 1 ! I MMT-----fr ''-i- r -.. .,, \._ . 1 1 - -7 C [71 • , 1---1 ' •MN to 1 • , H 1 1 _ i .- ._ ffi : ..0 1-.0.VLOok -- I .--- 4 f , + I , i . • •.J Ed ak • . . • 1 . m • 4 < < - I 115.,:rkOr-P2Hc.s-traic -,r : LL a EC ivE .,. ..,.... . _SPECIAL INSPECTION : 1 ,.,, HP-13 CO Ci 0 . , State of Oregon Structural isoaciatty Coda a Cr) (JD .123,-- <-----'ncrete and Reirrforcing Steel CO 1:5) 0 ' 0 r-;4 1';` riZi-'51.5 -ts Installed in Concrete CO CD LU El Spskclal Moment-Resisting Concrete Frame 2 ' 167 .— 011_m .01111............M.IMMEMINIT MENEM.. ' MAE EMIIMIMMITIONEMEMEK ' M RBirdorcing Stoat SL Prestressing SW TencionS 0 0 0 0 ommEmEnNENNEEMEmEmonli m===m111111111MIIIMMEmli•mm mmmim 111 Ln = Nommummommummimmum sm•ENENImmENNENNENNENNENNommommimmotimm. mi••• •••••••••••••••• ommmmommommiAgita. utionmossommommommomm 0 Structu •i-,ii Ifikl cEng, 1 Cij 0 MEMMEMMENEMMIMINEMMEOMMEMM IMENMMEMMOMMIMMINImMMIN=MINEMMEMEMENERPJAMUM 0 MEM El=====n11•=11==== M=1===INIMMENN MENINSIIIIMA11111.1111.11ONIONEM== 0 Z dam.INMEIONEMEMBEEMBEEMEM V61116MINIIIIIIMMINIININIMMINIMENEMENNEMENVEnIN El Illgh--Stranght Bolting LL 0 Nmmmmmmimmmmmm ENENNEMENEMENNE•NMENEN,ENMENENIFENNEMEN --c-: • Z M== ••••••4&••••••••••••JE m••••••••••mmmommomiimmummommumamomeam•M•••••Age.1•111111•111111MOMIMMI MIIIIMENIMEMMEN mow El Stucturrl P.-.v3nry, 0 =1=m1=== laINNINENNEMImMIEN•lim=imENIIMEMEMMINEMMENEMMENEISmMMENIENN•MMENEME•MMEMEMmEll ==Mim j MENEM MENEM.MMEMMEM 1•1111.11111111.11MMVINVEMMOMMEMMENEMEMMINEMIMIrMEMWMEMMEMMWMEM MNIMMIMMEMENEMMEMMININMENIMMIll 0 [CI- 0 Roirtorced C-:Isurir: Concrete.. 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WM NENNEN mmommo. limiligeollinumillemainuili ManinImmummENNERN IMENNINmENNEMENEMENEMINIII mill•milimillamminsiimmm mlommammiummummammomminimmummoommemmile_m_timiummumsugiummumumwoommummommommom 0 0 "nrommEMENIIIIIAMIIMMIllinialUMNIMMORMENNEmiiiimmillaMmiiMaininEMMEMMIW MEI illiMEMEMMENNIMPIM111011......frollallnripl...111111W WNW..111.1.111.1mMilmElimmmEMINEm............m.mmommimmim=mmm=mmm= =mMimMIIIIENIMm El Smcke-Contror Systims ........mming FIE um mg...fflimunion................................... iiim..... ....g.m.......En pm mummaNI NIIMENNEMME MENEM Ell MENEM INN MN MEM riommommommomp_m_m_migimeammEN•u_mumommomm•••••••••••••••••••••••••••••••••••••• 2 '2_03 ......a..............jams....... ............m... ...---immat. iii.winimon. .. .............m.igiiioir1lMIMIMMMIM.IMMIEMMEMMMMIMMIMIIMMMMMMMIMlieffle..Ngftllnnngil======mmm.IIMMNMMMNEMMMINMI=MMII==I=MM=Mli=i========M===== .........-............... ...,m...0.1.... Emmisommumm..mm..m-m..mm..mm.mmEIREMEmmilEmmEEm..MEmmEMmaMEmmEEmm•EmmE•mm•EmmEEmmEEm = Other Itzepections _ _ % I MIMIMIMI I_I_I_I IMI IMIN IMI , MIMI . Cq CO I . _ 1 1 ,.----,- . . 1 NI M I IU- 1 . 1 . o , • , H ,, 1:11 Fi LE • , ,, GO 1 ,n . , , \ I • , , __ I . i Li , /, E , _ -- _ ___. . _ i - 0 - - i_1 _ _ _,.,...._, . T . , • • ' • , IMIZ 1 I 4 r CM OF TIGARD 0 : • • .- - . ' • L , .. , REVIEWED FOR CO OMPIIMICI3 0 Approved: I - CE,) LEFT ELEVATION OTC E I 0-A Tvs-I V 1 01- Permit th- g.„ e) -7-.0•04. SCALEz Sile," . II II isommmosmasmommEENNEN • . _ - - - -,— NENE NE mglorrirummemowm____Eint • ommummommommommommommi r mi mei MINal== ====== IN Add3resa - IL do ,..i SW" v. __ NE - - NE nommommum______ I ram a ri ra on i ILI ins . r ' • Emommomommommommommommommommt .' Suite#3 - -.4.11174.111""' •••••=mmommmENNEEN NE, '. EMMEN NEMMEMMEMMENEMMOMEAMEMMEMMMENSMEMI 111.111.11•11111.1.111111.11000.NM_ , i MMEMMENM===================IM- 0 MSENNINNEMENNIMMEMMINNE . ' I MEMEMMEMMEIMMEN MEMEMMENEMMEEMM•NMMEMPROVEMMEMMI 13P -Piaffali D atel V--- 1 7 Nwommommommommommom mum- - ...-- rAIRONA E . ................-----1 1 ..r.rearerzainissormurzr.r..--........1..................-..........- - - . ...------------ ----- .....„---------.....1MMIIMMIIMMOIMOMINEMINNIMMINIMMAMEMINIMMOIMIMM NENNIIIIIIMMINIMMIIIIMENIIMINIIIIMM •INEMMIEMIIIIIIIIVIMIIIINMENEMEN MN MENNEMMENNEEMENNIMEMEMMMENEME EMMEEMMENEMEMMMENNEM MENIMMENN • 1 - r- - ' ---L--"--r-7-T' '-I- -' •rm—trummmot...••••••••••••••••••••••••••••••••••..........••••••••••.g..............m.••••••••••••iammummirm•wiminimmmmmmmmoMmilliwtollimilnioninimMillimMIUMMENEmplimilisEMENIBMINIENOMINEEINNOMEmownwpmEmsommirm Ni•mm •NNEE•mmEmm••••••••••••••••••••••••••••=mms•••••==========mmonommimm======mmimmmommommommommomm 1 mmommommemmmimmilelnUMMEM MENNEMENNENNEMMENIMENEMINENEMONEMEMMENNEMMEMME MINIIIMMIM m—•i—ll•iM••-•--..N; 1I.M.1m=.Mn.Eo=J.Mm.=m.MEE11J..NEES.N.I1O1.=N.Nm,.E...M•=o•Apoiml•wi1•n.m•ff=m•ill•=iim•Mimll=•tr•Mmuo•lml=liE•EmN•M=maE•Muo•E=•Mm•=i•ppr•e=orIiN N••E•..N.Em..mM1=I.NI.=.••..m.•o11•.FImIN.N•=.WM••.I.N•MIN.E•A.MN•mE•IILIN•MmmN•M• EMoI aeI•mNu=I•eMmNm=gNoIEImhNMAImIEENMi•NLaEMII NmjI IN linarEiiMErmEManOMuNmiM_Jme•ImEmMmMm••.IEN•oN•M.E.N••EMEN•NIMEMMUENMIENREIMNNIMEENj—IMMauE-Elu_--lRmIi—rMPaE.•N•1a_im1llN=rImUEm.i=p0il7rm1n=s.=rmoiur=mtemm=aimoLm=rmam=mor=smom=rmeirm=imoi=ponnrpo=gm.ml .— ,. .i mm=a••••r•=E••M=••M••M••E•=INN=N.mE.maM.m.EmNmMUimoMImNNEmNOiiIMtIimNrNImaIMIEeIMNrEMNmIMEispNiInIIEmIINIwIIMNNEoMEmImEWmIMMm•IiNEE•llIIOmME•A•NMEmI•NM•m•IE•=mEMom8mo.M_FIMmiImmaMinaopPmOtImmMrpmea_oImNEmuIMoNmmiIsMEy_ImiInNMmEEoOsMENm_EMNEmtONmNEyo.mN_•mMRaoIEEmm•_eONi_oNNonnWINNEoiIMs•N_mErEEMMNINieIsmINE_INIeEMmmINNNNEiIlo•_INmmIImEmIONmSNEmiMENtomEOmmMMmMmmiIMEmINMEoBN iMA.ml_,ELEL .N OFFICE COPY ____E______ = mEN1 gmmMmOmEENEN - MNM- . 1Ci.-1C.1 cl'aiItv1) 4•., .... .. 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I I 1 2 I 1 I IL 0 8 j la II_II I la RI a raM mu_I a I li a Lo mil M I•LP Wm ra La ion M M LII I 12 LI 1 MM.i i imM M•Mari Mar M M M Ma=Ira LML•ira LI Wu an ra In a r N I 2 M_R..=W.r In ri iirm r=W.r I Mmr.ra a Ira ra r.rim r.••..••ra g UMBLIKE.M••M 1 ER MA rd rin as ra. MENEM MBE nr......p MINEMBIll MILMISIM=1= m mmmm, MOMMENOMMENNEMEMILMENNEMMIL ' _ ME ,_ . ,NM,. 1 IMENNEMMENNEMENEMEN NEM 011111MMILM . _ME MENEMINEINIONIIIIIINNI m=m1===== mIgno. IMI - 11.....m...•=1= .....111 ..1 EMMEMMEMMIMMEMMEMMENNEMENEMMEMAIORMI CC I:1j mmiummE.mmmEmmErmmEmmwmmmmammEmmmmEmwma,-- ._ , --ri. Tr. _ 1- rr–T1-117 - - 11 - TiI I I . . 1LLL , . . I 1___ II L .,J • . . I i = --L _ .. _ .il . I , ! ; i — -- i , i i I . • , i r 0 IQ .....• i . ' I I I • , 1 , I • ,• • ' . -i I 1 73 II NEW ADDITION Li,n 1 1 I ' , •• . _. ---,,, cc , , ,, LL ' f i - I I e IMIM ". , , I _ . 1 in I) -.1 - r •- - - - 1 . - 1 I . I 4 , . . 4 . • .- ,r. . . i . ' • . 0 0 18 81 gi (N) LEFT ELEVATION (NEW) . 0 SCALE: 3/16" • I'-01' - 0 co .1- ..,- ---- . . A Z 41 d CV a z o NEW0.G (N) 2U41ATION * 224'-6 2H'9" = 11-0" Ci USE 3"X3'XI/4'PLATE WA8HER8 AT ALL A.B.IN SHEAR WALLS 0 LLIJ Z A.BOLT SPACING-SEE SHEET 8-9.1 Q. I-- O lBHEARWALL SCHEDULE, , LEGEND O ® P a P ' d D d d D d a •r I INDICATES Q . 4 o 4 . 4 ® a (E.) FND. WALL m PROPOSED © I W q Y ADDITION IZar a INDICATES o^ w 8 , , D d . • - a . o . a • . . o (N) END. WALL °- _ rr „ 4 4"MIN.CONC.SLAB 111/6X6 10/10 I EPDXY(3)�4 BARS INTO / 4 1Q V '4/ W.W.M.AT MID HT OF SLAB OVER a EMG FOUNDATION W/ /+ 4"MN.WASHED GRAVEL OVER SYMPSONSET ADHESIVE / IND IIrlD I VATES 01 EPDXY,4"MN.EMBED.LAP C\ cn 90%COMPACTED FILL ON W/NEW FOOTING STEEL 18" • L W NI J UNDISTURBED SOIL v MIN.SPECIAL INSPECTION IS CEJ FRAMING ABOVE E Qcc WW W m REQp FOR ALL EPDXY. LL 1 r ..I d 4 Z SEE DET.6/82.1 I 2 62.1 62.1 INDICATES 1 AREA W/ NO CI•-IANGE 4 2.$" © 2'-611 D v NSW 4 4 a INDICATES PAD FTGS IN NCI-IES ® O ► =-= ........ --=--= ° --= - I 1 SQUARE Est- 12"1-I--IK W/*4 EMG / TI-Tk" (3)2X6 � ' (3)2X6 REAR 'Q VII O.V. F.W. Z �' a� NO CHA1�ICE a N L INDICATES CONSTRUCTION JOINT PER °Cto EPDXY(3)�4 BARS INTO I w EXTG FOUNDATION W/ IG . BYMPSON SET ADHESIVE 11 -' DET. 5/52.1, SPACED AT MAX 2O O.C. al a' EPDXY,4"MIN.EMBED.LAP 1 1 I W/NEW FOOTING STEEL 18" •--- AND MAXIMUM IUl"1 400SF SPACING NI C MIN.SPECIAL INSPECTION I8 ' • REQD FOR ALL EPDXY. I / m —7 N v /BEE DET.6/82.1 as W A as 4 /„\ co Q m FOR FOUNDATION DETAILSw z i=- I1 REFER TO PCS. 5-2.1J UJ i : AT EXISTING SHEAR WALLS: 0 Q ° �/ CONTRACTOR VERIFY EXISTING SHEATHING 0 / TO MATCH OR EXCEED AS SHOWN OR C 4 UPGRADE AS REQUIRED. G FOR HOLDOWN SCHEDULE coo Tr co CONTRACTOR VERIFY ANCHOR BOLT ' I III CO C) r0, • / SPACING PER PLAN AND SCHEDULE OR 4 5HEARWAL SCHEDULE CO N. . U ADD AS NECESSARY W/1/2"DIA. A.B.W/ CO CD CO / SIMPSON SET ADHESIVE EPDXY,4"MIN. /� EMBED,SPECIAL INSPECTION REQD FOR REFER TO PG. 5-9.1 ..4.1"-- // UJ / ALL EPDXY. v 1 ' CONTRACTOR TO VERIFY EXTG.CONCRETE a / STEMWALL CONDITION IS ADEQUATE TO O In LO I a D d A o D d L _ ] I ___ / RECEIVE EPDXY DOWELS.CONTRACTOR 18 I TO IMMEDIATELY CONTACT ENGINEER OF L X v __Y' RECORD IF THE CONCRETE CONDITIONQ0 REQUIRES ALTERNATE DETAILING. Z LJ. O NO CHANG O ° z Q / 11'-614• m'-i4 3Y-0• 6d-uu• / 4'.6• / Wile > Z / Z Q MI •,, / Q CAZ 0 2 p� r f-.�. • • 1 m I—.p W / \ ,a:-..t -I. ® - < n.i. a a r' . ea , . x . 116 e.�e >< TT. ea . a=:I e" '�=p- p---;=,=,erre :r ora-. e se 1 e . e ��O a // CC CD —- - — -—� •/ —�/ lE)CONC.FTG� „ Z>W O TWO �m Ah' CO /,r) :.°. W 41 1v r/Y� ytii 4a ti .,7....,-..........t •.•• a, e 1.I I. .I 1. .I O 111 rf I r,r e, /] 14: r :� ••r • •1. C •' (E.)GONG.FTG. 1 I ,•.::1:.::::.rr Iv li m Hf '1 , 11 11 MI Ci• /•_� o 1 T ill : .i 1 //// \ (E) FOUNDATION 1 iv SCALE: 1/S" = I'-O" a 1 CC N Ili It i a •I'f' .:I •-_ I� COI W Z M� i. I: w , . 1, W 1. .is 1: LEGEND = =_ I M 4 U in • INDICATES CC •• ' (E) END. WALL Z • Q O 4 0_ INDICATES • (E) FRAMING ABOVE a •ii 1,:;;:�,t;,t�,, z�� ::�::,tF: ir V CD a e me x:,.. 4 s==nssl. v . a T ... �n o o a :rJ••.J-.. J-r cr.L... N L µti f .�. -� ' 111.1 n 6 z W C CO Cid CD CM 0 .c2 2 fc?) 4'-7K' 131'.9• / 38'-II' / 4'-0' A M'-IIs• O f 130'_!• . IO O 0 T T LEGEND cy M 00 I I INDICATES z (E.) EXTERIOR WALL Lii . 74 (E) MAIN FLOOR a w SCALE: 3/16" = 1'-0" I INDICATES �-- (E) INTERIOR WALL r 1 INDICATES (E) FRAMING L -1 ABOVE / ROOF LINE o m w 0 > w 0 cc Ua. w Q I z cr occ m 130'-6" co Q z / / 2'-6" / 11'4,014," / 10'-114" / 21'-6" j, 10'-6" / 66'-214" / 4'-a" / 5"-614" / 0 T ' D \ 4'-0"x 4'-0" 4'-0'x 4'-0" 4'-0"x 4'-0" 4'-0"x 4'-0" 4'-0"x 4'-0" 4'-0"x 4-0' lEJ 8x12 BM 1 I II r 1 Y-- ii, `I Y 1--- i v v (E)8X8 POST �(F,8X8 POST I Z I i F I ti 1 I m I Q N r' IW I 5 4'-0"x 4.-9h° b'-0"x 4'�315` 4'-0"x 4'-0` \ I a.Y 1 N C II W cu, T \' L . 4' I LiiZ 1-- 4 ? I U Q x U) 0 Q r I � r - co I :;----- 1-6' 00 d- 0 (�8X12 811 [ _ coco,_ u) i II.\---(E, exe POSTJ ��� 3 _ _.__ _ a. V i IT Y E.,,D. —::----H9_ _i_ _ _ _ _ _ W4, � W I I I co co G IIII IIII O Y Y O @i -II \ - 9" 7-- Irij-m'c 2_0w0 S I m Q 3-0" 3-0" 3'-0" ZQO � O OZ I I0 O o" �r�exBPOST � L 6) I Ib• _ / 14'-04" 9$" 1...... .�O� ro A Z 2�OO coVm___) m 1.?:j c 3.-0' v I 't/ r u co, r 4 4 fi 1 x m Q x � VJ ,f 'Q ll - � a Y T jCD I1 71_____ I 5I 4'-0'z 4'-0' 4'-0'x 4'-0` 4'-0°x 4'-0° L - u it II 71-0"xb O� Q r J © m ITS I II 0 Q I 3-0"' J - - ,i I 0 -, I 0 i I Q Ci 4-0 R MI .$ (----; r--; Z „e oilltii.i.frAdillppa- / I \ r / \ ' � 4 , I I .�► / x 4 / i \ 4'-0'x 4'-0” 4'-0"x 4'-0' CC / \ r"--:, Q I dN' / I \ J W 4- 4 ,Q I— N ^� II - z co / V / / 3'-o'x 96" /'\ UNINI 4 c :9, 4 U LoO x / \ x \ q cr w I 6'�0' \ I Z 0 0 - / 4'-0"x 4'-0" 4'-0"x 4'-0" \ I - - \ \ CO 1 ti 0 L.L. CO / 4"_115" / 25'-0" / 35'-11" / 16'-0" / 48'-1115" / W m / 130'-6" Z W -- - / ^' W C CO D Rf CDN 0 w F— O O M 0 r LEGEND SCOPE OF WORK d- o° 1 -i INDICATES FRAME AND CONSTRUCT NEW WALLS PER .. d (E. EXTERIOR WALL CURRENT CODE AND TIE INTO THE EXISTING L w INDICATES STRUCTURE, a z I (E) INTERIOR WALL ALL NEW WALLS TO SE INSULATED PER CURRENT ENERGY CODE. INDICATES RELOCATE EXISTING WINDOW AND FILL IN (N) MAIN FLOOR (N) EXTERIOR WALL EXISTING OPENINGS WITH FRAMING. co SCALE: 3/16" = II-0" ADD NEW WINDOWS AND A NEW INTERIOR DOOR PER w INDICATES > Y (N) INTERIOR WALL ADU CODE. REMOVE SIDING AND FINISH EFFECTED WALLS 0 WITH TEXTURED DRYWALL. w a. U //// INDICATES POUR NEW SLAB ON GRADE FLOORING AND MATCH TO a AREA W/ NO CHANGE EXISTING FLOOR SYSTEM ELEVATION. r 7 111 CO INDICATES FRAMING NEW ROOF TO BE TIED INTO THE EXISTING STRUCTURE 4 o c ABOVELUCC / ROOF LINE INSULATED PER CURRENT ENERGY CODE. a Z A 4Z ' 41Willh / 5o'-I!5" / 66'-214" / / 24.-6" f 2.5'-'11S" / f 1e-6" / 8'-0" / Z N. / 21'-416" / 3'-175" / Q O -r g N 4-0"x{AK" {-0'x 4-0' 4-0"x 4-0" 4-0°x 4-0" 4'-0"x 4'-0" 4-0'x 4-0° 4-0'x 4-0" Y v v IaIMINIIIIIIIIr "lam it fir—irk 4 1' - -- W (N)UPPER tas LOWER CABS. (E)8X8 POST G�tA�E (E)8X12 BM (E)8X8 POST - A2 (E)8X12 BM RELOCATE _I 'V cts C (E)WINDOW 'r r ilr FQ i W Im 1 CO 0.. 'U PROPOSED - 6-0•x 4-51,9" I �- 5_ x t = . M�.y� M W • 8 ° ADDITION b-0 a 4 ADD NEW DOOR 4 J I LI i 0; r REPLACE m Q > i-. I 4 EXT.SIDING U Q o W/DRYWALL 4 SMOKE/CARBON di FILL IN(E) CO Tr 2 MONOXIDE OPENING COMBO DETECTOR m \- — CC i CO O 4_ s (j) N- i '' 0 r C/) -1-• FILL IN(E) - \ LLJ d- yr OPENING iji 3b" 3'-0" 3-0" >= 3-0" r- N W CO CO 0 (N)LOWER GA88, w,-t rt. 5'-0" 4 Q LO 1.0T \ 11 Z 3'-0" 1 W . . \—(E2 8X12 BM I -{- Z L Q / Q V- O r L -4 =^ I m IL, I O Lf. Z A' DD(N)DOUBLE DOOR ^_J O Q 2-IC" RZ !}}; R 1 -e4f 3'-0" �. 3-0" I- 3-0" 1�io lo 001 00 Z21:c00 ' (d' 'W-' t it 0 4 � II \ / zcc rn vb. O 0 O QOW3•I 9� NM ..=.0 0- Et 0 0 CO ' .___. 9c 3.0) r• , I m M1 q ilk m r► I --(1),___J [ I , CU I 4 iii I C a 4 4 ... x m M I\ / ... ,:_, s i Y 1 1 �1 9''b" Z-0°x 6-0' U .. h 4-0"' x 3'-915" IMIIIIIII 4b" 4'-0"x 9'-3 K" t _ _ ll Qr Yl", ir 5k� ° . CO 9, 1 1 3-0" -1 1 I 4 k k„A1,04);:,„:„-,1% f. .t.�`'-,-.4... 1111141.1"...4:1111111.11111P1"- C9 _ , afirA ill I I WA E 9 m m (-1-2- 9 m - fr c'1 / I \ i d' 9 / v N / \ /yam x (----L-; Z o0 4 \ ao •f / \ 4'-0"x 3 414' I 4-0'x 3-515" 2 / I \ r'j,?, Lll M / \ 53 =4 1-- U x \3 / I \ _ I / I , 2'_Ix , L ''-0 ''-0• � I z 3-0'x 3'E' IL \ Qo --.----- ca rT.. / \ x V/ 4-0'x 4-0" 4-0°x 4'-0' \ LI� i_ __ ____ \ 8 W 1 c co 0 0 cLa 8) N A 0c ) N t� 41 �— Q � O CO T r LO W '�` to (N) FLOOR SYSTEM EM t.- SCALE: 1/4" = 1'-O" wdi 0 V (N) SLAB ON GRADE FOR STRUCTURAL NOTES FLOOR SYSTEM CO TO PG, 6-1. 1 6 m ca U a W 2 a U d dw Wm CI) Z (-1) 4"MIN. CONC. SLAB W/6X6 10/10 W W.W.M. AT MID NT OF SLAB OVER TSP. 4" MIN. WASHED GRAVEL OVER z 9O% COMPACTED FILL ON Z h UZS UNDISTURBED SOIL i z N W 2 2 3 N c as .92 eC Z Ts L NO Cl—lANGEea w Z ,_ di TO EXIGTING0 g iz-,u-, 0 a FOUNDATION AT SLAIS co ...zr 2 M CO 1------N\\\V NOTE: FNL7. WALL ANIS FIG, DIMM. PER ENG. DETAIL w V4) SI (N) CONC. FLOOR IS 21;-. l';• 2 m TO MATCH EXISTING 0 s. s ° = z o FLOOR ELEVATION p o u 2x6 6 16" D.C. O 1 z z Z ¢ D 2X6 PT DF W/ - tl) O I/2��XIO�r AS e 6 -O 00 4 MAX 12 < SZ FROM ENDS W/ 3"X3"XI/4" GALY. FLT WASHERS 6 EA. BOLT MIN (1)*4 .0 TOP MIN. 4 CONC, SLAB Z 2cczQ OF FND 4 OVER MIN, 4" WASHED GRAVEL zQCC� EDGE NAILING INTO SILL (2)*4 IN FTG OVER c30% COMPACTED FILL © two ON UNDISTURBED SOIL m FND WALL 2500 PS1 CONC. CV d- r 24" MIN. (E) LAB ©N GRADE co *4 VERT 6 48" DC MAX W/ MIN ON R-I5 RIGID INSULATION 14" EXTENSION INTO STEM FLOOR SYSTEM WALL 6 SPLICE-MIN 6" HOOK 4 cu 3" FROM HOOK TO STM OF FTG - \ 4 ° il'"rf '!4 ° 4 " 4 ° 4 4 z .V.0 x 7-:_:-=-:=:=-:�------- 6 MIL.POLI'ETI-IYLENE r 41i 4" PVC RAIN DRAIN ° _.._.._.. ....-- VAPOR BARRIER Millenrial e f: 111.11.1.11111111 " EXCAVATED oR 3" MIN. PVC PERIMETER _ rilIF ■�r p / ` FND. DRAIN4 p COMP. FILL GRADEI•-ii•• ' aoLao . / IIIII — el-,- , A .',,,, , ,, , p .' I I I fl 1 ' // gr. / _ _ i mm _ _ / CffaimA FTG 125@0 PSI CONC. ...(4.1.1 -►' - UNDISTURBED SOIL /' CC CV Elk.)6,tt - NO CHANGE i 1- LJJ ,it TO EXISTINGz0.cc,8 wa M CC W 0 O ao E. i 73 cc V 2) W c Z 0 rP2 }C /Cr) V c O) 4Yil o 2N' apo °' 0 a co z d (E) BIRD'S EYE LEGEND ILIL SCALE: 1/a" = 1'-O" — CO z f FOR ISETTER REFFERENCE EXTENT OF S1-IEARWALL 4 GOTO PCS. 5-3, 1 / SHEATHING SEGMENT Oili __I o (E) 5/12 1 a 1-- o COMP i— a INDICATES SI.-IEARWALL TYPE A PER SCHEDULE ON 89.1 FOR 1-4OLDOWN SCHEDULE X INDICATES HOLDOWN TYPE, o co 4 5 EARWALL SCI-IEDULE (1) ON EA. END OF WALL o 0 (E) 5/12 SEGMENT PER SCHEDULE 59.1 cc w COMP CO TO PG, 5-9, 1 Q (E) 5/12 - - INDICATES 2X6 1-1F STUDGRADE COMP ////// OR SETTER STUDS 6 16 ( O.C. ° Wlil w co SEARING WALL SLW 02 CO ILZ r - - INDICATES 411k (E) FRAMING SLW. D (N) ROOF FRAMING PLAN SCALE: 3/16" = 1'-O" Z N (E) 5/12 (E) 5/12 Q 5 COMP COMP = N CD 0 NEW EXTG G Lij ss (2)2X6 1 N 5 H;> r -0 Cr --,I— O /(//77 , .(%/// -—-—- �./o EXISTING ROOF B_AM TO REMAIN UNDISTURB�Q `-;_ L cid H-2 -o e ,/ A Q m = w' k I Q Q I— LLI ENTIRE WALL ELEV ALL HEADERS TO BE SUPPORTED W/ (1) TRIMMER STUD TO BE SHEATHED AND (1) KINGS STUD NAILED TOGETHER W/ 16d 3" O.C. USE SSE IRE LENGTHki 0 0 0 o 0 CC Q OF SHEARWALL PER DE7 „ Q. .I _ I I____, I I PER DET. 5/S9.1 UNLESS OTHERWISE NOTED, WHERE THE OF S FOR FTAO METHOD t H 3 CO (- PLAN SHOWS MULTIPLE 2X POSTS AT THE HEADERS p (2)2X6 TRIMMERS W/ ()2X6 KINGGMERS W/ CO C.0 0 W (i)2k6 KING t (I)2X6 0 M 0 o(INDICATED 8Y SOLID BLACK RECTANGLE ON PLAN), Al,.. Z Em V)Nirc~o N. U PROVIDE THE INDICATED NUMBER OF TRIMMERS BELOW °- ff I- W W THE END OF THE HEADER PER DET. 5/S9.1 I ✓ '� cf)Q I ' / se. u p M C� A 0 O / p LO Lo _ DEADER SCHEDULE s , / Q I di . . 8 (N) I RD 5 T -.- (2J 2X6 TRIMMERS / (2)2k6 TRIMMERS W/ % Z a 0 O i� H-1 DBL 2X6 DF*2 NEW /4\ (ll 2X6 KI G� (U 2k6 KING / \ 0 O O SCALE: 1/8" = 1'-O" 1-4-2 4X8 DF#2 ; -/ ; ; O �- Z Zr- 14-3 4X10 DF*2 Q --� / - 4 —H-4--A j - - - _ - V././/// 11 ` I I + , 2'-0"OVERHANG TO MATCH EXISTING LLI > 81z H-4 3 1/2" X 10 1/2" GL EXTG �' ; ; f Z > j ' IQ ZZ 2 (N) 5/12 Z Cal-Oo o (N) ROOF ADDIT►ON COMP I VER IICA I ION NOTES% -- i —w..,0 zQrn 0 �W VERIFY ALL BEAM SIZES AND LOCATIONS. cad- (E) 5/12 VERIFY GIRDER TRUSS LOCATION AND POINT LOADS. N \ COMPVERIFY ALL THE FOOTING PAD LOCATION AND SIZE, U 1 co 00 \ _---- ROOF GENERAL NOTES:1 ES: w c i \ al (N) COMP AT EXISTING SHEAR WALLS+ - /+J/ t CR ICKE I / - __ EXISTINGCONTRACTOR VERIFY SHEATHING - -- I TO MATCH OR EXCEED AS SHOWN OR 1, ROOF FRAMING = MANUF. TRUSSES fa 24" O.C. UNLESS - UPGRADE AS REQUIRED. i_ ,n CONTRACTOR VERIFY ANCHOR BOLT NOTED OTHERWISE. DESIGN FOR 2PSF SNOW, 1-f5 DL. 1.71V/ SPACING PER PLAN AND SCHEDULE OR IL) _, � 0 S- MPSON SET ADHESIVE EPDXY,4B."ADD A5 NECESSARY UJ/ 1/2"DIA. A. MIN. EMBED,SPECIAL INSPECTION REQeD FOR 2. ROOF SHTH. = 15/32" OSB (24/16) OR APA RATED SHIM. _ WALL EPDXY. W/ 8d 'a &"0.C. AT ALL EDGES AND 12"0,C, AT FIELD. CONTRACTOR TO VERIFY EXTG. CONCRETE Z bTEMWALL CONDITION IS ADEQUATE TO I ca r4 RECEIVE EPDXY DOWELS.CONTRACTOR IS f •[ .4 TO IMMEDIATELY CONTACT ENGINEER OF 1 ''- (E) 5/12 3. PROVIDE BIRD BLOCKING W/ 2X12 SCREENED , . I , 1Z u. N I RECORD IF THE CONCRETE CONDITION I CI REQUIRES ALTERNATE DETAILING. I COMP VENTS 'S 61-0110.C. 0 `_I O.C. (EA. ONE AT VAULTS), I �'_, p z 4. VERIFY AND COORDINATE ALL DIMENSIONS WITH 0 d ~- r z � / ARCHITECTURAL FLOOR PLANS. r N Ili/VA / E / / w I I f 5. ROOF PITCH TO BE PER ROOF PLAN. CV 6, 12" RAKE AND 18" EAVE OVERHANGS UNLESS NOTED - I W N I OTHERWISE. (E) 5/12 (E) 1 ALL EXTERIOR DOOR AND WINDOW HEADERS TO BE 5/12 _ � z 8 ; j W COMP COMP 3 1/2" X 9" GL UNLESS OTHERWISE NOTED ON THE PLAN. - j 0 O 8, TRUSS MANUF. TO PROVIDE SHOP DRAWINGS PRIOR TO [ ' CCW CONSTRUCTION. z I Oo 10. ROOF SHTH, TO BE NAILED W/ Sd g 4" O.C. TO ALL OD o TRUSSES DESIGNATED AS DRAG STRUTS. I I i Ij CC 11, PROVIDE FLASHING AND COUNTER FLASHING AT L CHIMNEYS AND AT VERTICAL PLANES, W C 12. CONTRACTOR WILL PROVIDE ATTIC VENTILATION - - �N AS PER CODE. I i I I I I _. I �. co 13. ALL MULTIPLE COLS NAILED TOGETHER W/ 16d 6 4 O.C. 0 (J) I— Q STAGG. 0 o 0 1- 1- hil Z lii J O a h- U F- N o m W Cn > W 11 CC W a. EXISTING 1 NEWa. 2 8w8 co cc Wm a_1 z(N) PRE- NG. TRUSSES 41) -- 12 TO PLATE1111111 0 EXISTING STRUCTURE . i 41 NEW "ADDITION z r 11I 1 1 1 � � 1 1 ;� < 0 1 oil M M N . REMOVE SIDING 4 LCA FINISH (E) WALLS 1 LU WI TEXTURED DRYU'ALL Q iMi j04i 14 ' 131 i iSS - N C ii - as ( I _� r I-- 1 I ' (N) FND. 4 (N) SLAB ON GRADE FLOOR SYSTEM Pi , T.O. FLOOR \ ......\ IW -II n. RSTS TL (E) CONC, FND. 4 FLOOR SYSTEM (E) CONC. FND. 4 FLOOR SYSTEM (N) EXCVTD. OR COMP FILL CO zJI I l -. ,1 1 -. y W I VU) 00 co Tr EXISTING 1 NEW CO CD 0 (j) U W tiff CD C.0 w A (N) CROSS SECTION 1 01 co 2 4I SCALE: 1/4" = 1'-0" 0 � LO ° 2 z o O CL z Q > z Z ¢ D Q cnz 0 m�zHpZ 2U o _>Wrn -- - 0 o NEW EXISTING 2 % et Cr) 00 1 0 . f l Y 3 ! f r A A z 1 ? m 1 6 1@ $ a ! =L IIIM MEM AI Can CU E Er I 0 k t S � 9 3 3 b E 4 (E) WINDOW OPENING TO BE FII t FT) IN AND RELOCATED p�, TO THE (N) EXT. WALLrii �r� (N) EXT. WALLS TO BE / _ / III i — = ��� 5 � k FRAMED AND INSULATED II II III \` ' K , s"t' $` PER CODE a � ',aw— 1l HI II III , . -J�r *.� �`v�`",41P''' 4r u HI II III \ g. "' a � NEW ADDITION III II III _ , , - - - - ___ . , S-rR..4. ,: /ice/ Fi 11'� a � (E) CONC. FND. t FLOOR SYSTEM (E) CONC. FND. t FLOOR SYSTEM , N (N) FLOOR SYSTEM TO MATCH � I OO (E) FLOOR ELEVATION Z W M Uinin NEW i EXISTING w Oo e (N) CROSS SECTION S m i 4 D SCALE: I/4" = 1'-O" 1 lim (1115 L W i Z (7) OCCS CN 0 (/) r= o oCO 0 r T co ---,.„,, ,,,c,„,H)0 . KEYti,NOTES 1 nJ w LLI d J i- ® Ank2I. COMPOSITION ROOFING OVER 15* ASPH FELT _ 20) 2, 5/5° CDX PLYWOOD SWEATING 3. ENGINEERED TRUSSES AT 24"O.C. TRUSS MNFR TO SUPPLY R-49 BLOWN INS. 4. OREGON INSULATION: Ras-VAULTED CEILING W/12" RAISED TRUSS +_ NOTE: m o HEEL ( IF STANDARD HEEL DEPTH -USE 849), 838-FLOORS, R21 -WALLS __.__.__ --- W 5. 1/16" OSB SWEATING. 0 ` o 6. HARDIE PLANK LAP SIDING, OR EQUAL 14 0 8612,2 WINDOW SILLS w w �, o IN DWELLING UNITS, WHERE THE OPENING OF a- _ 1. 2X6 STUDS 16"0,C, %19 ¢ 0 3>I AN OPERABLE WINDOW IS LOCATED MORE S. I-JOIST PER MNFR DESIGN R-30 PER ENERGY r THAN 12" ABOVE FINISHED GRADE OR 9. 5/$" TYPE X GYPSUM BOARD CODE/ STS 45/IIC 45 E SURFACE BELOW. THE LOWEST PART OF THE z cc m 10. 11/4ECTIM�3ERSTRAND RIM, OR EQUAL CLEAR OPENING OF THE WINDOW SHALL BE A 0 7 11 TYP 4X12 DF+►2 HEADER UNLESS NOTED o F MINIMUM OF 24" ABOVE THE FINISHED FLOOR LU J a z 12. 4 CONC. SLAB - 3000 PSI CONCRETE OVER COMPACTED FILL 4 2! OF THE ROOM IN WHICH THE WINDOW IS 13. 6 MIL. POLYETHYLENE APROVED BLACK VISQUEEN/ 4 MIN. 6" LAPS * SEEMS. -. 4 LOCATED, OPERABLE SECTIONS OF THE 1,1 14. APPLY 1/2" SHEETROCK TO WALLS AND CEILING 411 ;i� WINDOWS SHALL NOT PERMIT OPENINGS OF A 4` DIAMETER SPHERE, WHERE SUCH 15. 2" RIGID EXTRUDED POLYSTYRENE �r EDGE OF SLAB AND OPENINGS ARE LOCATED WITHIN 24 INCHES EXTENDING 24 UNDER SLAB * ALL HEATED SLAB AREAS LESS OF THE FINISHED FLOOR. THAN 24" BELLOW EXTERIOR GRADE. S�SZSSS�S�S�SS�SSS �7S� S�SS�SSS I --(10 ) z N. 16. APPROVED FILL - -- ' � EXCEPTION: Q o 11. 1/8" T4G EDGE GOLD FLOOR DECKING OR EQUAL. 5 / cm 18. CONCRETE FOUNDATION WALL 4 FOOTING: REFER TO FOUNDATION PLAN 0 8 _ Q1. WINDOWS WHOSE OPENINGS WILL NOT ALLOW A 4' DIAM, SPHERE TO PASS THROUGH w FOR SPECIFIC FOUNDATION DETAILS. THE OPENING WHEN THE OPENING IS IN IT'S 2 FOOTING TO BEAR ON UNDISTURBED SOIL. BOTTOM OF FOOTING 0 . ai N z 6 LARGEST OPENED POSITION, ai TO BE BELOW FROST DEPTH OF 1 FOOT OR GREATER. _2. OPENINGS THAT ARE PROVIDED WITH I . PROVIDE THE ATTIC VENTILATION AT A RATE OF 1 SF FOR EVERY 150 SF OF VENTILATED AREA. VENTILATION MAY BE REDUCED TOr�fL 0 WINDOW FALL PREVENTIO DEVICES SUCH THAT 0COMPLY WITH SECTION 8612.3 II RS 1 SF FOR EVERY 300SF WHEN 50% TO 809 OF THE VENT OPENINGS = - 73 3. OPENINGS THAT ARE PROVIDED WITH FALL CO ARE PROVIDED IN THE UPPER HALF OF THE ARE TO BE VENTILATED. y PREVENTION DEVICES THAT COMPLY WITH c) CO = 20. 2 X BIRD BLOCK W/SCREENED VENT = ASTM F2o90 di Z I- 21. WOOD SIDING, SWEATING AND WALL FRAMING SHALL BEA MINIMUM 5 0 _ w OF 6" ABOVE GRADE * ALL POINTS. CIO 4. WINDOWS THAT ARE PROVIDED WITH U 22, TRUSSES SHALL BE CONNECTED TO WALL PLATES W/APPROVEDCO0 OPENINGS LIMITING DEVICES THAT COMPLY U) p CD CONNECTORS HAVING AN UPLIFT RESISTANCE NOT - v t .. '~ WITH SECTION 8612.4 co C 2 co CD LESS THAN 115 LBS. (SIMPSON 142.5) A , 0) 0 - - - EGRESS WINDOW DETAILw _ _ a�, CO - - 18 0 11 11 11 = 1 ' [ - 11 - 11 1 H - 11 - 11 - II i1 11 Nr= 11 = , - - I z ; o - - MIN 2a CLEAR 0 0 • Q UN 18TURSEP SOIL I { 11 1 l I_ �' o °- - I - - w z -/-1_ L-- 71 V � Z � o 5.1 SQ FT MIN. � 5.1 SQ FT MN. < !ZoZ ° I- ct Poo Ailib Z ���o TYPICAL WALL DETAIL 1- SCALE: 3/5" = I`-D" m d OPERABLE OPERABLECM F-- PORTION PORTION o0 M I ut NOTE: cn Z VERIFY W/ MNFR THAT PROPOSED EGRESS WINDOWS MEET EGRESS REQUIREMENTS. 14 =I`,, BASEMENTS, HABITABLE ATTICS, AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE 4 X EMERGENCY ESCAPE AND RESCUE OPENING. SUCH OPENINGS SHALL OPEN DIRECTLY INTO PUBLIC STREET, ✓ PUBLIC ALLEY, YARD OR COURT. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, - EMERGENCY EGRESS AND RESCUE OPENINGS SHALL BE REQUIRED IN EACH SLEEPING ROOM, r._:')BUT SHALL NOT SE REQUIRED IN ADJOINING AREAS OF BASEMENT. F.--. 1 h�ii . H ) I. SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR, SEE R3 10.1. 2. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OPTAINED �' 0 BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM eiffairA E THE INSIDE, SEE R3 10.1 _. 3. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR CC CM OPENING OF 5.1 SQUARE FEET, SEE R3 10.1.1 , EXCEPTION: GRADE FLOOR OPENINGS MIN. 5 SQUARE FEET. UJ c�V 4. MINIMUM NET CLEAR OPENING HEIGHT 24", SEE R3 10.1.2. LN.mmth 5, MINIMUM NET CLEAR OPENING WIDTH 20", SEE R3 10.3. .4. co 6. EMERGENCY ESCAPE A RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE U 0-3 OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE, 1 SEE R3 10.1.4. CC z WIDTH 20 20.5 21.5 21,5 22 22.5 23 23,5 24 24.5 25 25.5 26 26.5 21 o 0 2 HEIGHT 41 40 39.1 35.2 31.3 36.5 35,1 34.9 34.2 33.5 32.8 32,2 31.6 31 30.4 0- 1 16 WIDTH 21.5 28 25.5 29 29.5 30 30.5 31 31.5 32 32.5 33 33.5 34 34,2 V HEIGHT 29.8 29.3 28.8 28.3 21.8 21.4 26.9 26.4 26 25.6 25.2 24.8 24.5 24.1 24 W `C L N C ❑ CD43Mij o . 2 6- CI) Po 0 V) 0 1-- T w Q 0 U )-. l f) ILLI . Z W * Z ri II-- 0 a m W 0 W O Y CC U W 2 CL 0 co z 5° �; Wm � .J Qz . D . OREGON STATE ENERGY CODE z Z „...r < 5 a.' • 04 cc L6 2 a' czs 2014 ENERGY EFFICIENCY ADDITIONAL SECTION A: ENVELOPE ENHANCEMENT SECTION B: CONSERVATION MEASURE, SECTION C: SMALL ADDITIONS ADDITIONAL = N MEASURES REQUIREMENTS MEASURE, TABLE N1101.1(2) (SELECT ONE) TABLE N1101.1(2) (SELECT ONE) MEASURE, TABLE N1101.3 (SELECT ONE) a II 0 1 HIGH EFFICIENCY WALLS&WINDOWS: 1 CO i • EXTERIOR WALLS-R-19+5(INSULATION SHEATHING)/SIPS AND ONE OF THE El INCREASE THE CEILING INSULATION IN THE EXISTING HOME TO R-49,OR R-21/R-25 FOR VAULTED CEILINGS. ALL NEW DWELLINGS AND AREAS THAT ARE ADDED TO EXISTING DWELLINGS SHALLZ i- PORTIONS OF MEET THE ENVELOPE REQUIREMENTS OF ORSC TABLE N1101.1(1) FOLLOWING OPTIONS: E A HIGH EFFICIENCY HVAC SYSTEM-SELECT ONE OF THE FOLLOWING OPTIONS: El 2 REPLACE ALL EXISTING SINGLE-PANED WINDOWS TO U-.35. !1J ': EXISTING DWELLINGS THAT ARE AFFECTED BY NEW CONSTRUCTION SHALL MEET I n WINDOWS-MAX 15%OF CONDITIONED AREA,OR Q F- THE ENVELOPE REQUIREMENTS OF ORSC TABLE N1101.2.IN ADDITION,ADDITIONAL C GAS-FIRED FURNACE OR BOILER WITH 90% MINIMUM AFUE (SEALED COMBUSTION AIR DUCTED © o U Q MEASURE REQUIREMENTS PER ORSC N1101.1(FOR NEW CONSTRUCTION)AND N1101.3 0 WINDOWS-U-0.30 3 INSULATE THE FLOOR SYSTEM TO R-30 (FOR 10 JOISTS)OR R-25 (FOR 8 JOISTS)AND INSTALL 50/OF ❑ (FOR ADDITIONS)ARE REQUIRED AS FOLLOWS: DIRECTLY FROM OUTDOORS IF FURNACE OR BOILER IS WITHIN CONDITIONED SPACE), OR THE PERMANENT LIGHTING A5 CFL OR LINEAR FLUORESCENT OR A MINIMUM EFFICACY OF 40 LUMENS 0 2 HIGH EFFICIENCY ENVELOPE PER WATT PER N1107.2. CO Tr 2 EI • EXTERIOR WALLS-R-21 INTERMEDIATE FRAMING,AND CONSTRUCTION OF NEW RESIDENTIAL STRUCTURE:COMPLETE SECTIONS A AND B AIR SOURCE HEAT PUMP 8.5 MINIMUM HSPF, OR i • VAULTED CEILINGS-R-30 ADVANCED FRAMING,AND E 4 TEST THE ENTIRE DWELLING WITH A BLOWER DOOR AND EXIBIT NO MORE THAN 7.0 AIR CHANGES PER O E CONSTRUCTION OF LARGE ADDITIONS(ADDITIONS OF 600 SF OR MORE, • FLAT CEILINGS-R 49,AND HOUR @ 50 PASCALS, UJ CD CO g3 • FRAMED FLOORS-R-38,AND 0 CLOSED-LOOP GROUND SOURCE HEAT PUMP WITH 3.0 MINIMUM COP OR ADDITIONS THAT ARE MORE THAN 40%OF THE EXISTING HEATED i LLI . • WINDOWS-U-0.30,AND 2 FLOOR AREA,WHICHEVER IS LESS):COMPLETE SECTIONS A AND B 5 SEAL AND PERFORMANCE TEST THE DUCT SYSTEM (ODOE DOCUMENTATION TO BE SUBMITTED TO O O 0 Ei B DUCTED HVAC SYSTEMS WITHIN CONDITIONED SPACE: DOORS-ALL DOORS U-0.20,OR BUILDING INSPECTOR PRIOR TO FINAL INSPECTION). E CONSTRUCTION OF SMALL ADDITIONS(ADDITIONS THAT ARE BETWEEN 400 AND Q • ALL DUCTS AND AIR HANDLERS ARE WITHIN HEATED BUILDING ENVELOPE In 1-7 600 SF,OR BETWEEN 15 TO 40%OF THE EXISTING HEATED FLOOR AREA,WHICHEVER IS LESS): ❑ ADDITIONAL 15%OF PERMANENTLY INSTALLED LIGHTING FIXTURES AS o LV Ej 6 REPLACE EXISTING 78%AFUE OR LESS GAS FURNACE WITH A 92%AFUE OR GREATER SYSTEM. COMPLETE SECTION C,OR EITHER SECTION A AND B(FOR ENTIRE STRUCTURE). HIGH-EFFICACY LAMPS OR CONSERVATION MEASURED AND E ❑ C DUCTLESS HEAT PUMP: CI0 0 LL Q a Q 3 HIGH EFFICIENCY CEILING,WINDOWS AND DUCT CEILING: • REPLEACE ELECTRIC RESISTANCE HEATING IN AT LEAST THE PRIMARY ZONE WITH 0 7 REPLACE EXISTING ELECTRIC RADIANT SPACE HEATERS WITH A DUCTLESS MINI SPLIT SYSTEM WITH A © z EXEMPT ADDITIONS:ADDITIONS THAT ARE LESS THAN 15%OF (CANNOT BE USED WITH SECTION B:CONSERVATION MEASURE E) AT LEAST ONE DUCTLESS MINI-SPLIT HEAT PUMP WITH 8.5 MINIMUM HSPF MINIMUM HSPF OF 8.5 D- z THE EXISITNG HEATED FLOOR AREA,OR 200 SF IN AREA(WHICHEVER IS LESS), HAVE NO • VAULTED CEILINGS-R-30 ADVANCED FRAMING(NOT MORE THAN 50%OF THE Q ADDITIONAL MEASURES REQUIRED. HEATED FLOOR AREA),AND W I— El D HIGH EFFICIENCY WATER HEATING AND LIGHTING: ❑8 REPLACE EXISTING ELECTRIC FORCED AIR FURNACE WITH AN AIR SOURCE HEAT PUMP WITH A MINIMUM > z • FLAT CEILINGS-R-49,AND HSPF OF 8.5. Z Q D ALL ENERGY EFFICIENCY COMPONENTS MUST BE REFLECTED ON THE PLANS. FOR ALL • WINDOWS-U-0.30,AND • NATURAL GAS/PROPANE, ON DEMAND WATER HEATING WITH 0.80 MINIMUM EF, AND _ STRUCTURES,A MINIMUM OF 50%OF PERMANENTLY INSTALLED LIGHTING FIXTURES • PERFORMANCE TESTED DUCT SYSTEMS(ODOE DOCUMENTATION TO BE • MINIMUM 75%OF PERMANENTLY INSTALLED LIGHTING FIXTURES AS CFL OR LINEAR1_ CDZ O SHALL HAVE HIGH EFFICACY LAMPS. SUBMITTED TO BUILDING INSPECTOR PRIOR TO FINAL INSPECTION) ❑ 9 REPLACE EXISTING WATER HEATER FORA NATURAL GAS/PROPANE WATER HEATER WITH A MINIMUM EF =Oz 2 FLUORESCENT OR MINIMUM 40 LUMENS PER WATT OF 0.67. 1_ 00f"'Oo 4 HIGH EFFICIENCY THERMAL ENVELOPE UA: _W C3 o Z SCC o ' • PROPOSED UA 1515%LOWER THAN THE CODE UA WHEN CALCULATED IN TABLE E ENERGY MANAGEMENT DEVICE& DUCT SEALING Z ti 10 INSTALL A SOLAR WATER HEATING SYSTEM WITH A MINIMUM OF 40 SQUARE FEET OF GROSS COLLECTOR �� N1104.1(1) • WHOLE BUILDING ENERGY MANAGEMENT DEVICE CAPABLE OF MONITORING OR AREA. Q o 0 5 BUILDING TIGHTNESS TESTVENTILATION AND DUCT SEALING: CONTROLLING ENERGY CONSUMPTION, AND CI)C° • MECHANICAL SYSTEM PROVIDING WHOLE-BUILDING VENTILATION PER TABLE N1101.1(3),OR • PERFORMANCE TESTED DUCT SYSTEMS (ODOE DOCUMENTATION TO BE N . ASHRAE 62.2.AND SUBMITTED TO BUILDING INSPECTOR PRIOR TO FINAL INSPECTION), AND [o co a PERFORMANCE TESTED DUCT SYSTEMS(ODOE DOCUMENTATION TO BE • 75%OF PERMANENTLY INSTALLED LIGHTING FIXTURES AS HIGH-EFFICACY LAMPS SUBMITTED TO BUILDING INSPECTOR PRIOR TO FINAL INSPECTION)AND (/) D F SOLAR VOLTAIC: Q.3 FINAL INSPECTION SNOWING 56.0 AIR CHANGES PER HOUR. E • BLOWER DOOR TEST REPORT SUBMITTED TG BUILCHANGES NG INSPECTOR PRIOR TO • MINIMUM 1 WATT PER SQUARE FOOT OF CONDITIONED FLOOR SPACE WITH TOTAL SOLAR RESOURCE FRACTION 575% 0 6 DUCTED HVAC SYSTEMS WITHIN CONDITIONED SPACE: � (CANNOT BE USED WITH SECTION B:CONSERVATION MEASURE B OR C) I G SOLAR WATER HEATING' . • ALL DUCTS AND AIR HANDLER ARE CONTAINED WITHIN HEATED BUILDING ENVELOPE Igt • 40 SQUARE FEET MINIMUM GROSS COLLECTOR AREA WITH TOTAL SOLAR RESOURCE o FRACTION 575% 0 i I E C5 ( -�{{ _ I eilIFAIFAli E. _Th po Atxt-c(05 -. w v -R-e6Zk)l.'F-e- 1 'coZ w o0peEt.) -3:3 M \\\ -------,_ 0 s cc wZ Q o co i i 'O V cc W 2 Z Q_ tt_a - nCMN � F 1)2 �O � oCr) V T Gq � v b ,� � � vi � CA 4� L"e - W .s,' .C� Fr rr GJ ii1 TRIANGLE SHAPE A INDICATES LEFT END ON LAYOUT AND TRUSS DRAWING ON STAMPED ENGINEERING PAGE �' t . `" ct� �� Z T' vag .§ ovaO oC) C? � an .o 4` ct o • .2 g O — O un z ,. b � Hci - $ t,; °jam, °' o "` o L4 � ' 4. U ._ o _4_ -o o o .- • rn .r - 0- 2 o .6') "'O 8., E ch O W 4E' . - � :• 0" !s � w �°� O6f � 'oimnf 3-10-081 24-06-00 25-09-00 U), di tod..) ca.E.., : : ! ,4.4:• 4; 7 2: ; : 4.7g § ;_0.: . 0 oC? ao E CIS CN+I? ;A02(9)1 CO � Ir 32-00-00 �` c 512 i-- N. OP ii"."1111111 111111111 lobili., _11, _________ _ ) 00,,..._._ _ _Iiiir.... ,1----r co to 1 00 iiimlil a) oo V Q t ? f r U) I COW ..,_._ �._.._.. A r..... 5 0 cu 7-07-1210-0 - © CV a) o r 'i r N— a 2 0 14L00-04 EXISTING ROOF 0 o .( pq co9 w N g A A 0 0 o co 9 co L 11-06-04 � r pO c hi- CU 4) o O C 9cn CO 0 Lo CD _C N LU in a. ,;kl,,,.:.,.,.. k , ,,.x,s3:.w5 Mn- Ec — = o as z U o L. 0 Mil '0o © o TC LL = 25 `° 1=0 .2) 0 TC DL = 7 .c a) z -ff BC LL = 0 c -0 c13 BC DL = 10 112a 0 °o -�' Total Load = 42 Wind Speed = 120 mphpii �; Exposure = B 6 ao -Roof i ptch = 5/12 -Overhang = 24" DO NOT CUT DRILL, NOTCH OR MODIFY TRUSS MEMBERS WITHOUT PRIOR APPROVAL FROM PROBUILD TRUSS 1--_____,PWU ENGINEERING INC. ��Q,E� PROFFS c, G I Ne Email: pwuengineering@comcast.net :r 9421' i►s;, , Ph: (503) 810-8309 �.g _!�11/V OSSC TABLE 1705.3 STRUCTURAL NOTES 1 ,/,, EG r v REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION coDE: 2014 o.S.S.C. 6d tB3" Y 22 Ng5 VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD a IBC REFERENCE DESIGN DEAD LOAD - Il par ROOF /)/1/11P \I° SEISMIC - D SEISMIC DESIGN CATAGORY PER OSS.C. I. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING X ACI 318 35,1.1-1.1 19035,1901J, WIND: - 123mph ULT,WHICH IS EQUAL TO 95mph ASD 3-SEC GUST EXP.B ASCE 1 Expires: 06/30/2018 19011,I914.4 SOIL BEARING - 1500 PSF SHORT BEND 135• 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE AWS D1,4 FROST DEPTH - 18" Rs= 3d FOR .3 THRU 4.8 R = 2d FOR 4'3 THRU "5 WITH TABLE 1104.3, ITEM 55. ACI 318:3.52 190352 ROOF SNOW LOAD Pf - 25 PSF 4d FOR "S THRU *11 = 3d FOR "6 THRU "8 3. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO 5d FOR "14 < "18 R AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE X 19123 EARTHWORK: I_ONG BEND 90'7\ LOADS HAVE BEEN INCREASED. I. EXCAVATE TO LINES 4 LEVELS SHOWN ON DRAWINGS. ALL FOOTINGS TO BEAR R2 8d FOR ALL BARS I n 4. VERIFYING USE OF REQUIRED DESIGN MIX. X ACI 318 Ch 4,42-5.4 1904,19052-1905.4 ON FIRM UNDISTURBED NATIVE SANDS OR STRUCTURAL FILL PER L ¢4d (2 i2 MIN) 19142,19143 GEOTECHNICAL INVESTIGATION. I 5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE 1�• /HOOFS SPECIMENS FOR STRENGTH TESTS,PERFORM SLUMP AND ASTM C 31CONCRETE: . RSRS TIES ASTM C 31 AIR CONTENT TESTS,AND DETERMINE THE TEMPERATURE X 1905b,1914.10 I. REF01 ERENCE SPECIFICATION - ACI 3 .PLANT MIX PER ASTM C .MIN.25% OF THE CONCRETE. AGI1318:5b,5B FLYASH CEMENT CONTENT 12d MIN / ie 6d>_21/2" FOR 4'3 THRU "5 2. STRENGTH: U.ON. /90' 12d FOR "6 THRU "8 6. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT 1905.9,1905.10 A. GROUND FLOOR SLAB - 3,000 PSI AT 28 DAYS X AGI 318:5.9,5.10 LONG BEND, R FOR PROPER APPLICATION TECHNIQUES. 1914b,1914.1,1914E B. FOOTINGS,WALLS 3,000 PSI •28 DAYS L i 3. REINFORCING - ASTM A615,GRADE 60. LAP BARS AS SHOWN ON PLAN WITH 11 - 1. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING 1905.11,1905.13, MIN.LAP OF 44 BAR DIAMETERS.PROVIDE 24" HOOKS AT COWERS. 9O• TEMPERATURE AND TECHNIQUES. X ACI 318 5.1I-513 RN1914.9 12. EPDXY BOLTS,REBAR EMBEDED ANCHORS X TYPICAL LAP SPLICE SCHEDULE 6,00,0 PSI / BAR SIZE 3,000 PSI 4,000 PSI '1 *3 21 28 IS 258 BENDS 4 STANDARD NOOKS R = 2d'ORRU "5 05 36 31 = 3d FOR 06 43 31 8 a 90`�RJ "6 THRU •8 "1 62 54 55 • •8 11 62 62 a9 80 10 ` Q ,8 •10 90 18 . a 6 J 1 6d>"32 THRU "8 91 100 51 ^ NOT �` • I1 E: 1 IIL I. DIMENSIONS ARE IN INCHES 6 2. FOR TOP BARS MULTIPLY LAP LENGTH ABOVE BY 13. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN REF. ARCH SPECS FOR 135' 12"OF CONCRETE CAST BELOW THE BARS. UNDERSLAB BAR OFFSETS 4. BOLTS: REQUIREMENTS STEP 0" TO `, 11 A. ANCHOR BOLTS - ASTM A301 L 90' R STIRRUPS 5. COVER - AS FOLLOWS UNLESS SHOWN OTHERWISE ON PLANS. A. CONCRETE PLACED AGAINST EARTH - 3" B. FORMED CONCRETE AGAINST EARTH - 2". NOTES: CF 1. 'd' IS NOMINAL BAR DIAMETER 6. FINISH - PER ARCHITECT • • 2. REINFORDEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT 1. SUBMITTALS: (4 COPIES) 1i A.MIX DESIGNS PER OSSC 1903 d 'b" BE FIELD BENT, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS S.REINFORCING SHOP DRAWINGS a. ., CARPENTRY:1. a N 2 REFERENCE SPECIFIOUGLAS FIRON - OSSCMOIS CHAPTER 23. I • OO, Iu2. LUMBER - DOUGLAS FIR WITH MOISTUR9= CONTENT PER SPECIFICATION. ALL ID JI(\ �RJ IN CONTACT WITH CONCRETE TO BE PRESSURE PRESERVATIVE TREATED. ENDS GRADE AS FOLLOWS. I SHEAR WALL SCALE: 1"=1'-0" A. POSTS AND BEAMS 6X AND GREATER - DF.NO I. / / SLAB THICKNESS B. POSTS AND BEAMS 4X SMALLER - DP. NO 2 OR SETTER C. STUDS - HF.NO.2 GRADE OR BETTER D. PLATES 4 SILLS - DF NO.2 P.T.AT CONCRETE SLAB. TEP {`tI I TO 1 1-011 - KILN DRIED DF.STANDARD TYPICAL STEP 3. SHEATHING - PLYWOOD,ORIENTED STRANDBOARD OR APPROVED EQUAL. A. ROOF 4 WALL SHEATHING - APA 24/0. THICKNESS 1 NAILING PER PLAN. 4. PLYWOOD WEB JOISTS- TRUS JOIST TJI SERIES OR APPROVED EQUAL. \ BRIDGING. BLOCKING 1 ERECTION BRACING PER MANUFACTURER'S RECOMMENDATION. • • • 5. GLUE LAMINATED BEAMS - DOUGLAS FIR,COMBINATION 24P-v4,FABRICATED WITH WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. O0 _ 9. CONNECTIONS - SIMPSON STRONG-TIE OR APPROVED,GALVANIZED. d O 10. FRAMING - PER INDUSTRY 4 CODE STANDARDS FOR ALL DETAILS NOT SHOWN. . .. • .' REFER TO OSSC SECTIONS 23012,2303.1,AND 2304.1 II. NAILING - USE COMMON TYPE NAILS. MINIMUM NAILING PER OSSC a ., • TABLE NO.2304.9.1 UNLESS NOTED OTHERWISE ON PLANS. a . • • COMMON WIRE PNEUMATIC MINIMUM NAIL NAIL NAIL NAIL DIAMETER LENGTH APPLICATION 30D COMMON 0201"4 P-NAIL 4-1/2" 3X DECKING • BARS TO MATCH SLAB "1L 40D COMMON 0225"4 P-NAIL 5" 4X DECKING17. 20D COMMON 0.192"4 P-NAIL 4" FRAMING REINF. TYP. 1 I 2x4 KEYWAY I�8"xl" TOOLED OR 16D COMMON 0.162"4 P-NAIL 3-1/2" FRAMING 1 SAWN JOINT W/ Ct / / SLAB,{THICKNESS EPDXY JOINT FILLER O IOD COMMON 0.148"4 P-NAIL 3" FRAMING STEP I -O I I TO -O N/A 0.148"4 P-NAIL 2-3/8" PLR SHEATHING /� 11 SD COMMON .162 4 P-NAIL 2-1/2" ROOF SHEATHING TYF STEF IN S . '^ t r , N/A 0.162"4 P-NAIL 3-1/2" STRAPS U Vl /�1 12. DRYING - PRIOR TO INSTALLATION OF GYPSUM WALL BOARD,DRY COMPLETED © SCALE: 1"=1'-0" Q, to TO A MAXIMUM MOISTURE CONTENT OF 15%. 13. SUBMITTALS - SHOP DRAWINGS,4 COPIES. 14. PREFABRICATED WOOD TRUSSES: A. REFERENCE STANDARD - OSSC 2303.4 UP TO 2'-O" / 2'-0" TO 4'-0" - "4x48" 48" O.C. S. PERFORMANCE REQUIREMENTS - PROVIDE WOOD TRUSSES1 O DESIGNED AND FABRICATED TO SUPPORT THE LOADS SHOWN WITH A TOTAL LOAD DEFLECTION LESS THAN L/360. C. SUBMITTALS: (3 COPIES) 2'-0" 2'-0" STRUCTURAL CALCULATIONS STAMPED BY AN ENGINEER REGISTERED IN OREGON 4 SHOP DRAWINGS SHOWING ALL FABRICATION, L L • EREC15. UNLESS NOTED OTHERIIIAND ISSE,ALL DETAILS. AMSL4 GIRDER TRUSSES TO BE TYP CONSTRUCTION JOINT Ra) SUPPORTED AT ENDS BY: O A. MULTIPLE STUDS EQUAL TO SEAM WIDTH(TRIPLE STUD MIN)WHEN 11/8"XI" SAWN CONTROL JT LOCATED IN WALL. CONTINUE ON ALL FLOORS DOWN TO *3 O 5" O.C. /� ^ TYP. WALL STEEL FOUNDATION WITH SOLID BLOCKING AT FLOORS. CONN STUDS BARS IN SMALL SECT IONBEFORE SHRINKAGE O cui TOGETHER WITH 160 • 12" O.G. �7 CRACKING. FILL WI P4 B. SOLID POST EQUAL TO BEAM WIDTH WHEN FREE STANDING. EPDXY JT FILLER EXTEND CONTINUOUS FOR FULL HEIGHT DOWN TO SOLID BEARING. ALT. HOOKS 16. ALL FASTENERS DRIVEN INTO PRESSURE TREATED WOOD SHALL BE I I'-6" "______.I'-0" O CORROSION RESISTANT IN ACCORDANCE Wi114 0980 2304.95 / ji T • . • L + L Ae I /\1 -- O � GONG SLAB PER Cr) `V • NOTE: PLAN • ABOVE DETAILS TYP CONTROL JOINT O _ aA SEPARATE CORNER '� APPLY IN BOTH 11.1.`11 . r,.1 BARS OPTIONAL HORIZONTAL AND TYPICAL. F I O O i\ JOINTS VERTICAL DIRECITONS. © +- T--1I • CORNER DETAILS SCALE: 1"=1'-0" -.4J SINGLE LAVER REINFORCING N / \ (SEE NOTE) ADEQUATE THREAD UP TO 2'-0" / 2'-0" TO 4'-0" DEFERRED SUBMITTALS FOR STRUCTURAL COMPONENTS EXTENSION FOR ATTACHEMENT OF ALL UNLESS NOTED OTHERWISE,ENGINEER OF RECORD(EOR)SHALL REVIEW DEFERRED D MATERIALS SUBMITTALS PRIOR TO SUBMITTAL TO THE BUILDING DEPARTMENT. I5hhhhhhhl_h1h1 . `• /•; (` • TYPES OF WORK COMMENTS o fifi • F- • PREFAB TRUSS DRAWINGS SHOP DRAWINGS 4 STRUCTURALI CALCULATIONS Q "3© 40 8" O.G. TYP. WALL STEEL Date: 1-03-17 PROGRAM FOOTNOTES: STD. HEX NUT EARS IN SMALL SECTION I.DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED OR OTHERWISE 3D CONSTRUCTED IN PLACE WITHOUT FIRST HAVING THE PLANS OR SHOP DRAWINGS REVIEWED BY THE EOR AND THE BUILDING OFFICAL. 2.NON STRUCTURAL DEFERRED SUBMITTALS SUCH AS ARCHITECTURAL,MECHANICAL, \ ! I'_6" / "--11-0"----# /-1'-0" / SPRINKLER AND FIRE ALARM SHALL BE PER PROGRAM SHOWN ON ARCHITECTURAL DRAWINGS. J MINIMUM EMBEDMENT -f1L BOLT DIA. a / ---• s • 11Dn HORIZONTAL VERTICAL ANCHOR BOLTS ANCHOR BOLTS • • 1/2 I I 511 '-T I I 5/8 it 511 711 ILMC 16319 3/411 511 711 • • • • NOTE: 1/8511 /_ II Q 11 SEPARATE CORNER ABOVE DETAILS 111 711 ell BARS s OPTIONAL APPLY IN BOTH / _ HORIZONTAL AND • • VERTICAL DIRECITONS. Sheet: 11 811 811 1011 NOTE: A CORNER DETAILS _, Structural Notes JHORIZONTAL ANCHOR BOLT EMBEDMENT (- APPLIES TO CONCRETE ONLY. DOUBLE LAYER REINFORCING 0 TYPICAL_ ANC - OR BOLT © SINGLE LAYER REENPORCEMENT S _ SCALE: 1"=11-0" SCALE: 1".11-0" EE ,PWU ENGINEERING INC. �Q,ED PROier, G I NF 7 USE 3"x3"xI/4" PLATE UJASNERS AT ALL A. 5. IN SMEAR WALLS. Email: pwuengineering@comcast.net :r 9421"L. ►v;) Ph: (503) 810-8309 R.� _!wi���' 1 1'i•EG o* - 1 L NLIP `,1° A. BOLT SPACING- SEE SHEET 5-9,1 IS" LAPP 4" A NE XTC Expires: (S-E 4RUJ4LL SCHEDULE) / 1 / / < > 24'-(0" NEW CONC FOUNDATION : . % �„ ' d EXTG CONC FOUNDATION / / PER DET 1/52.10..�, — — — ♦ d •� 4 • •' r— —1LEGEND 1 a •d 1 52.1 r 1-1- __ 52.1 VT....". a'.d • d° • •• r L_ I I I ( I I I 1 -1 I I 1 1 I • I .. I III 1 1 1 III III 1 I 1 EXTG FOUNDATION w/EPDXY (3) *4 BARS INTO 2 521 I INDICATES PAD FIGS IN INCHES SQUARE BY 12" TI-IK SIMPSON SET ADHESIVE (3) 2x6 l3) 2x6 W/ *4 REBAR 6 8" O.C. E.W, 2X6 • 16"O.C. m EPDXY, 4" MIN EMBED. LAP -, EDGE NAILING INTO w/ NEW FOOTING STEEL IS" U ---/ SILL fE EPDXY MIN. SPECIAL INSPECTION IS II MN 4"CONC.SLAB J — •4 EARS CONT.• OVER MIN 4"WASHED GRAVEL REQ'D FOR ALL EPDXY. MIN CONC. SLAB w/ 6x6 10/10 OVER�o COMPACTED FILL INDICATES CONSTRUCTION JOINT PER TOP EO OM ON uNDI5TU ED SOIL -KV W.W.M. AT MID HT OF SLAB OYER p EPDXY (3) «4 BARS INTO CJ DET 5/S1.1, SPACED AT MAX 20'O.C. INSULATION PER ARCH. __) SCALE: N.T.S. `Q 4" MIN. WASHED GRAvEL OYER 6'_3_1�� AND MAXIMUM 4 0 F SPACING EXTG FOUNDATION w/ O S S C G 6°cONC.WALL - � 90io COMPACTED FILL ON 2 SIMPSON SET ADHESIVE E��' • i`:� Aff 2x6 PT DF W/ UNDISTURBED SOIL I/ w/PNEW FOOTING STEEL 18"LAPOXY, 4" MIN EMBED. .,.•. .••i•�ii•-,--- e, tz"X10"ANCHOR BOLTS III 1 MIN. SPECIAL INSPECTION 15 4 PVC ROOF `�Z F.G. �,� 4ii4•7•4 52.1 \\ \\� . _:, I1:1 ,;,.„ • 2 STORY- 4'-0"O.C. 52.1 ' SEE DE�6R/S2�L EPDXY. DRAIN ` OVER SILL SEAL IIID . :" ii-• ->•''�'f.:;,-':%`1•, •4 VERT •48"O.C.MAX /\ \� �� ALTERNATE �� eo \ • • 1• ' /\\//� % EXCVi'D OR COMP.FILL GRADE EXTG CONC FOUNDATION \/ \�/� 6 MIL.POLY VAPOR BARRIER HOOKED *4 BAR 8" O.G. • 2 •4 BAR //\ ,/• v\/\//\\ MI if CONT. \\\ „\ \�\/\/ IF STEMWALL AND FOOTING 2'-6" 52.1 2 - " ARE MONO-POURED, THE (2) •4 BARS ' '•• (3) 2x6 (3) 2x6 12"th" AT ONE-STORY BAR AT THE BOTTOM OF THE ' : t STEMWALL IS NOT REQ'D NEW ©Z \Nr°71.1".=7 i 2 FOUNDATION ,4T SLAB _ r . �„ u N • • Pk. EXTG 1 0 NOTE: NOTE: Sia"=I'_On 52.1 FOR ADDITIONAL INFORMATION ENGINEERED CONC.WALL REQ. IF BACKFILL T1 I 1- :--1 I I III III ' III= �'-�4" SEE SECTION AGAINST WALL EXCEEDS 48" IN HEIGHT SEE PLAN FOR PAD EPDXY HOOKED •4 BAR .f / FOOTING DIMENSIONS Pli.., INTO EXTG FOUNDATION w/ AS REQUIRED. SIMPSON SET ADHESIVE EPDXY, 3" MIN EMBED. EPDXY (3) "4 BARS INTO AT EXISTING SHEAR WALLS: SPECIAL INSPECTION IS REQ'D FOR ALL EPDXY. EXTG FOUNDATION w/ EXTG WALL SHT'G SIMPSON SET ADHESIVE CONTRACTOR VERIFY EXISTING SHEATHING EPDXY, 4" MIN EMBED. LAP TO MATCH OR EXCEED AS SHOWN OR f EXPANDEDFOOTING7 w/ NES FOOTING STEEL UPGRADE AS REQ'D. MIN. SPECIAL INSPECTION IS REQ'D FOR ALL EPDXY. CONTRACTOR VERIFY ANCHOR BOLT EPDXY NEW 24" LONG *4 BARS 6 48" O.C. *4 BAR CONT. 9 SCALE: N.T.S. I SEE DET 6/52.1 SPACING PER PLAN AND SCHEDULE, OR ADD AS NECESSARY WI DIA A.B, w/ INTO EXTG FOOTING w/ SIMPSON SET TOP SIMPSON SET ADHESIVE EPDXY, 4" MIN ADHESIVE EPDXY, 4" MIN EMBED. SPECIAL EMBED, SPECIAL INSPECTION REQ'D FOR / ALL EPDXY. INSPECTION REQ'D FOR ALL EPDXY CONC. SLAB PER PLAN CONTRACTOR TO VERIFY EXTG CONCRETE --r STEMWALL CONDITION 15 ADEQUATE TO ji RECEIVE EPDXY DOWELS. CONTRACTOR IS • • • TO IMMEDIATELY CONTACT ENGINEER OF `l RECORD IF THE CONCRETE CONDITION r Z I REQUIRES ALTERNATE DETAILING. Ct 0 EXISTING FOUNDATION TO ^/ / REMAIN UNDISTURBED '/� �G•� EXISTING FOUNDATION TO 04 BAR+•+OOKED / L ^ REMAIN UNDISTURBED en j., ia" • 48" OC. a..) to 7 I �-, *4 BAR E CONT. 6 BOTTti O vsz 2 \ 'OUND4TIOT\ .J4LL NTS ' ..... CD / NOTE: 7— — — — .� O 1 ENGINEERED CONC. WALL REQ. IF BACKFILL O (, AGAINST WALL EXCEEDS 45" IN HEIGHT �l F� • ,.-1 O c4 1 O M ct a *4 BARS 6 8" O.C. EACH WAY O b at UNLESS NOTED OTHERWISE • r--, Z 4) W z t• 3" CLEAR TO GRADE 40 N • WIDTH PER PLAN I / / ELEVATION PLAN VIEW /� * I NOTE: I PAD ' 00T I I VG DETAIL_ BOTTOM OF PAD TO MATCH BOTT OF EXT CONT FIG ELEV CI NTS — 7 1— --- - - - Date: 1-03-17 L I � SINGLE SIDED 2x6 WALL SINGLE SIDED 2x6 WALL 1/2" 1/2" OFFSET w/SLOTTED HOLE PL 3"x3"x%"w/HOLE is" — — II LARGER THAN BOLT IN CL OF PL L_ — — — — — — –I MC 16319 IN PL 3"x3"xl" j�;;A j .A '' A.B. OFFSET I . 9/16"x1 1/2" HORZ SLOT I ' ' • • MAINTAIN MIN 2" FROM2„0't Sheet: A.B. IN CL OF 2x6 WALL • • • FACE OF CONC. WALL. ;a:;” .,.' Foundation • °.I ,� ° 1. A.B. CANNOT BE CLOSER 'O ° THAN 2"TO FACE AS SHOWN OPTION #1 OPTION #2 C5- ) PLATE WASHER @ FOUNDATION PLAN S — 2 . 1 SCALE: N.T.S. SINGLE SIDED WALL 1/4".1i-0" VE1RIFICATION NOTES: �,Q,E� PROx-e„ --��� PWU ENGINEERING INC. 5 ,GINFF s% VERIFY ,4M SIZES AN LOCATIONS. E3 Email: pwuengineering@comcast.net r9421'jo��.-.,►, R ALL z D NES >XTG Ph: (503) 810-8309 ��. ��; !�� VERIFY GIRDER TRUSS LOCATION AND POINT LOADS. vq Y 22 45' VERIFY ALL Ti-IE FOOTING PAD LOCATION AND SIZE. INLIP \\° A ( EXTG(2) 2x6 Expires: 06/30/2018 fic'OO CS N fi��4L NOTES 40 /iii/ilii/„„„i ii,„/„,,ii/„„/i�7„„/iii„ wi H-2 y,,,, ROOF SEAM TO 0 REMAIN UNDISTLR5ED I. ROOF FRAMING = MANUF. TRUSSES at 24"oc UNLESS ✓ I I I I I ( I II I / I I I I I I NOTED OTHERWISE. DESIGN FOR 25PSF SNOW, 1lPSF DL. / . ) S� 2. ROOF SI-ITI-I. = 15/32" OSB (24/16) OR APA RATED SHTH. / E W/ Sc at 6"oc AT ALL EDGES AND 12"oc AT FIELD. / / (2) x6 TRIMMERS w/ r TRI ERS w/ 3. PROVIDE BIRD BLOCKING W/ 2 x 12 SCREENED (1) 2x6 KING I I (I) 26. KING I I ( I I I VENTS at 6'-O"oc (EA. ONE AT VAULTS). I I I I I I I &/' 4. VERIFY AND COORDINATE ALL DIMENSIONS WITH ENTIRE WALL ELEV l_____TO BE SI-IEATN D m I-I-3 ARCHITECTURAL FLOOR PLANS. USE C522 COIL STRAP "4 N 5. ROOF PITCH TO BE PER ROOF PLAN. ACROSS ENTIRE LENGTH o OF SI-IEARWALL PER DET I I I a- cn I I I = II/S9.1 FOR FTAO METHOD 6. 12" RAKE AND 18" EAVE OVERHANGS UNLESS NOTED 4 I I 1 a I I I I I I I I I I I I I I I OTHERWISE. - — z g 1. ALL EXTERIOR DOOR AND WINDOW HEADERS TO BE _ 3 3 1/2"X 9 GL UNLESS OTHERWISE NOTED ON PLAN. 59.1 7 Mk S. TRUSS MANUF. TO ENGINEER AND SUPPLY ALL TRUSS ,d, HANGERS. / I I I I I - 4 I I I I I I I I I / (2) 2x6 (2) 2x6 9. TRUSS MANUF. TO PROVIDE SHOP DRAWINGS PRIOR TO j T-INNERS w/ TRi r w/ CONSTRUCTION. / A 10. ROOF SHTH. TO BE NAILED WI ad at 4"oc TO ALL NEW v ( ) 2x6 KIN , (1) 2x6 KING - TRUSSES DESIGNATED AS DRAG STRUTS. 0 --..01111101 /F /IF/AMMO _ -4 :r A'Ada I I I I I I I I r7 11. PROVIDE FLASHING AND COUNTER FLASHING AT I I 1 ALL HEADERS TO BE SUPPORTED w/ (1) TRIMMER STUD CHIMNEYS AND AT VERTICAL PLANES. EXTG _ AND (I) KING STUD NAILED TOGETHER w/ I6d ' 3" O.C. 59.1 PER DET 5/S9.1 UNLESS OTHERWISE NOTED. WHERE THE 12. CONTRACTOR WILL PROVIDE ATTIC VENTILATION AS PER PLAN SHOWS MULTIPLE 2x POSTS AT HEADERS CODE. (INDICATED BY SOLID BLACK RECTANGLE ON PLAN), 13. ALL MULTIPLE COLS NAILED TOGETHER WI 16d fit 4" O.C. I I I I 9 I I I I I I I I I I I PROVIDE THE INDICATED NUMBER OF TRIMMERS BELOW _ THE END OF THE HEADER PER DET 5/S9.1 STAGG I I I I HE 4DE SC EDULE: I-I-I DBL 2x6 DF*2 I I I I I I I I I-I-2 4x8 DP/ I I I i I I I I I I-I-3 4x10 DF"/ i I I H-4 3Y"xI0Y2" CSL I I I I I I I 1 "RI” W / I I I I I I ` I SIR I` I _f 1 - II- r W al I I I I I I I z •4 O I I I I I I I I I I X ^/ , o 171 _ _ w AT EXISTING SHEAR WALLS: `� .', CONTRACTOR VERIFY EXISTING SHEATHING LEGEND E '.-' II I I I TO MATCH OR EXCEED AS SHOWN OR I I z w I I I I I I I I I I I UPGRADE AS REQ'D. EXTENT OF SHEARWALL CONTRACTOR VERIFY ANCHOR BOLT SHEATHING SEGMENT u_ SPACING PER PLAN AND SCHEDULE, OR (L) 1 Q — ) ADD AS NECESSARY W/Yz"DIA A.B. w/ 4E I SIMPSON SET ADHESIVE EPDXY, 4" MIN ' CZIZ EMBED, SPECIAL INSPECTION REQ ID FOR INDICATES SHEARWALL TYPE I I I o I.Q I I I ALL EPDXY. O Z PER SCHEDULE ON S9.1 I I I I I I I I i I I I CONTRACTOR TO VERIFY EXTG CONCRETE 0 STEMWALL CONDITION IS ADEQUATE TO Akh. INDICATES HOEDOWN P4 — LU 1-- RECEIVE EPDXY DOWELS. CONTRACTOR IS lr TYPE. (1) ON EA END OF O TO IMMEDIATELY CONTACT ENGINEER OF WALL SEGMENT PER • I I RECORD IF THE CONCRETE CONDITION REQUIRES ALTERNATE DETAILING. SCHEDULE ON S9.1 e. I I I I I I I I I I I I I I I I I I I INDICATES 2x6 HF STUD GRADE I V///////A OR BETTER STUDS @ 16" O.C. Cn czi BEARING WALL BLW. O eel to I I I I i I I I I r'-'-I Fi 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 I I I I I I I I I -, I I I I I I I I I l I I I Date: 1-03-17 I I I I I I I I I I I I I I I I I I I I 174 I I I 1 MC16319 Sheet: Roof Framing ROOF TR4' NG 'I_4 - -_—� PWU ENGINEERING INC. �,0,D PRace, G NF FULL STRAP NAILING INTO HEADER REQ'D ONLY STRAP NAILING WITHIN MIDDLE OF STRAP' �� F 2x CONT FLAT BLKG BETWEEN OUTRIGGERS IF TRUSS TOP CHORD AS FAR AS LENGTH OF SHEARWALL ON EACH NAIL EVERY OTHER HOLEEmail: wuen i neeri n Comcast.net 9421 linita• • 'IS DROPPED NAIL TO TRUSS TOP CHORD w/ 16d @ 6" O.C. P 9 9@ •:6 MANUFAC TO DESIGN GABLE END TRUSS TOP CHORD 2x FLAT OUTRIGGERS 24" O.G. SIDE OF OPENING SEE LATERAL PLAN SEE LATERAL PLAN Ph: (503) 810-8309 �� TO BE NOTCHED OR DROPPED 1%" FOR OUTRIGGERS 2'-0" MINIMUM 2'-0" MINIMUM CS22 CONT CIL STAP, NO SPLICES ACROSS r �I'EG�7 (2) I d EA. OUTRIGGER /` 0 Y 22 Nc� ROOF EDGE NAILING 8 d @ 4" O.C. / / / / ENTIRE LENGTH OF OPENING, EXTEND OVER A'H/LIP `IA`) 8d@6 O.C. MIN TO BLKG. FULL LENGTH OF SHEARWALL CLIPS PER SHEARWALL SCHEDULE /I TT. Expires: 06/30/2018 48O.C. MIN. CLIPS NOT REQ'D IF H1 AT EA TRUSS 1� �� —� 1 To . . 2 x BLKG W COIL STRAPS TO OVERLAP ENTIRE 2x CONT FLAT BLOCKING FOR ENTIRE 1/2" PLYWOOD i �� SIMP A34 CLIP LENGTH OF FLAT BLKG FOR FULL II LENGTH OF SHEARWALL ROOF SHEATHING (2) 16d 9 E4. OUTRIGGER AT MEP.AA. END (DEPTH TO LENGTH OF SHEARWALL SEE PLAN MATCH DEPTH OF TRUSS) HOLDOWN PER SCHEDULE AND PLAN SHEATHING TO BE EDGE NAILED TO ALL 8d@6" O.C. FLAT BLKG w/8d@2" O.C. 8 d @ 6" O.C. REGARDLESS OF SHEARWALL TYPE • PRE-FAB WOOD ROOF TRUSSES 16 d TOENAILS DBL 2x SILL MIN 2 x CONT. BLOCKING 4� BY OTHER @ 6" 0 C ,1\____ (4) 10 d NAILS @ EA BRACE _.._� EDGE NAILING SEE CEILING LINE I w SHEATHING SIMPSON H1 SHEARWALL SCHEDULE � � ,/ / (SEE SCHEDULE) @ E.A. TRUSS -••• WALL SHEATHING SEE STRAP SCHEDULE, 16" 0.C. BAYS STRAP SCHEDULE, 24" O.C. BAYS SHEARWALL SCHEDULE CONT. DBL. 2 x TOP 2 x STUD WALL 2 x 6 BRACE @ 48" O.C. NUMBER BAYS MIN CONT FLAT BLKG ALLOWABLE TENSION NUMBER BAYS MIN CONT FLAT BLKG ALLOWABLE TENSION PLATE 1 BAY 0.89k 1 BAY 1 .34k V SIMP. A34 CLIP 2 BAYS 1 .78k 2 BAYS 2.68k @ EA. BRACE 3 BAYS 2.67k 3 BAYS 4.02k LATERAL LOAD PATH @ 4 BAYS 3.56k 4 BAYS 5.36k ROOF BLKG . TRUSSES 5 BAYS 4.46k 56AYS 6.70k � TRUSSES TJ) 6 BAYS 5.35k 6 BAYS 8.04k SCALE: N.T.S. SHEAR WALL 2 _� SCALE: N.T.S. TO \/VA L L 10 STRAPS FOR FTAO METHOD SCALE: N.T.S. ___i\V— FULL STRAP NAILING INTO a I R REQ'D ONLY STRAP NAILING WITHIN MIDDLE OF STRAP, STAGGER NAILS / 48" MIN. LAP / AS FAR AS LENGTH OF SHEARWALL ON EACH NAIL EVERY OTHER HOLE 435 * 9" O.C. SIDE OF OPENING SEE LATERAL PLA SEE LATERAL PLAN 16 d @ 3" O.C. z'-o" MINIMUM �2'-O" MINIMUM CS22 CONT COIL STRAP, NO SPLICES ACROSS Ind g 4" O.C. / / / t / I / / ENTIRE LENGTH OF OPENING, EXTEND OVER FULL LENGTH OF SHEARWALL i ; ° ° ° ° ° ° ` --"IP--- � COMMON TRUSS COIL STRAPS TRAP TO OVERLAP ENTIRE --I � � ' � 2x CONT FLAT BLOCKING FOR ENTIRE EDGE NAIL' LENGTH OF FLAT BLKG FOR FULL LENGTH OF SHEARWALL 16 d @ 16" O.C. TYP. PLAN VIEW BLOCK NOT NEEDED IF TRUSS SITS ON WALL. LENGTH OF SHEARWALLCLIP TRUSS DIRECTLY TO TOP PLATES SHEARWALL HOEDOWN PER SCHEDULE AND PLAN ` SHEATHING TO BE EDGE NAILED TO ALL PER PLAN FLAT BLKG w/8d @ 2„ O.C. DBL 2x SILL MIN REGARDLESS OF SHEARWALL TYPE (2) 16 D @ EA. STUD I„II '-- WHERE THERE ARE MORE THAN ONE WINDOW ---K. - >. - - ALONG AN ELEVATION, HORIZONTAL STRAPS tTX ARE REQUIRED TO BE CONTINUOUS ACROSS CONT. DBL. 2 x TOP PLATE V--- ENTIRE SERIES OF OPENINGS '"C C” STRAP SCHEDULE, 16" O.C. BAYS STRAP SCHEDULE, 24" O.C. BAYS o 2 x STUDS @ 16" O.C. a T1RU TO FAIRAL L E L CJ E AIRw>�L L NUMBER BAYS MIN CONT FLAT BLKG ALLOWABLE TENSION NUMBER BAYS MIN CONT FLAT BLKG ALLOWABLE TENSION CA P4 © GJ'SI-TEAR WALL SCALE: I"=I'-O" 1 BAY 0.89k 1 BAY 1 .34k 4,) 2 BAYS 1 .78k 2 BAYS 2.68k E ;.-' -',___- -„r- —M— —N____ 3 BAYS 2.67k 3 BAYS 4.02k o vsz 4 BAYS 3.56k 4 BAYS 5.36k ELEVATION BOUNDARY STUDS PER HOLDOWN SCHEDUE ARE MINIMUM 5 BAYS 4.46k 5 BAYS 6.70k 'Li FOR LATERAL REQUIREMENTS ONLY. REFER TO VERTICAL 6 BAYS 5.35k 6 BAYS 8.04k O �..� , . TOP P LATE SPLICE FRAMING PLAN FOR MORE RESTRICTIVE POST CRITERIA. O L 4 VERTICAL FRAMING PLANS MAYBE DONE BY OTHER. FOR FTAO METHOD p4 SCALE: N.T.S. SHEAR WALLKH) STRAPS ..� VERTICAL FRAMING PLAN POST SIZES WHICH ARE LARGER CL DIM. PER HOLDOWN SCHEDULE, SCALE: N.T.S. Q GOVERN OVER WHAT IS SHOWN ON THE LATERAL PLAN. CI Cf.2 REFER TO LAST COLUMN • CI HOLDOWN PER SCHEDULE f= "6 REFER TO WINDOW AND DOOR MANUFACTURER SHEARWALL SCHEDULE Cr) FOR ACTUAL ROUGH OPENING DIMENSIONS IN (a-n) SEE NOTE(n)BELOW O to O FOR CLIP REQUIREMENTS 1.—. • w ORDER TO LOCATE THE CL OF HOEDOWNS. I I MARK REF NOTES: (a,i) Note: (b) EDGE NAILING FEILD NAILING SILL TO CONCRETE SILL TO WOOD SHEAR TRANSFER CAPACITY CAPACITY NUMBER SHEATHING NAIL SIZE SPACING SPACING CONNECTION. Note: (c) CONNECTION. Note (g) CLIPS (h) Lb/Ft (SEISMIC; Lb/Ft (WIND) A is" OSB (1) SIDE 8d 6" 12" 2" Dia. A.B. @ 30" o/c 16d @ 4" o/c A35 @ 24" o/c 255 357 B is" OSB (1) SIDE (f) 8d 4" 12" 2" Dia. A.B. @ 18" o/c (m) 16d @ 21Z" o/c A35 @ 15" o/c 395 553 HOLDO W N SCHEDULE C 16" OSB (1) SIDE (e,f) 8d 3" 12" 2" Dia. A.B. @ 12" o/c (m) 16d @ 2" o/c A35 @ 12" o/c 505 707 D is" OSB (1) SIDE (e,f) 8d 2" 12" 2" Dia. A.B. @ 11" o/c (m) 16d @ 2" o/c A35 @ 9" o/c 670 938 MARK Boundary Tension of DF Tension of HF Anchor Anchor Tension E 16' OSB (2) SIDE (d,e,f) 8d 6" 12" 2" Dia. A.B. @ 12" o/c (m) 16d @ 2" o/c A35 @ 12" o/c 510 714 NUMBER HOLDOWN Studs Allowable Lbs Allowable Lbs Mono Pour End Corner CL Dim. 7 1.. �, S=2550, S=2550, 5 „ F 16 OSB (2) SIDE (d,e,f) 8d 4" Staggered 12" 2 Dia. A.B. @ 8 o/c (m) 16d @ 3 o/c (2) rows staggered A35 @ 6 o/c 790 1106 1 HDU2-SDS2.5 (2)2x 3075 2215 SSTB16 w= 0 w=3610 15/ 7�� 3" 1u 5 S=5730, S=5730, 5 „ G 16 OSB (2) SIDE (d,e,f) 8d Staggered 12" 2 Dia. A.B. @ 7" o/c (m) 16d @ 2" o/c (2)rows staggered HGA1OKT @ 8" o/c 1010 1414 2 HDU4-SDS2.5 (2)2x 4565 3285 SB/X24 w=6675 w=6675 171s �) �) 7° " 1n i 1,. 1 HGAI OKT @ 6" o/c 1340 1876 3 HDU5-SDS2.5 (2)2x 5645 4065 SB%X24 S=5730, S=5730, 15/6„ H 1s OSB (2) SIDE (d,e,f) 8d 2 Staggered 12 2 Dia. A.B. @ 52 o/c (m) 16d @ 1z" o/c (2)rows staggered w=6675 w=6675 4 HDU8-SDS2.5 (3)2x 7870 5665 SST828(NOTE 6.) S=6395, S=7315, 1/„ Date: 1-03-17 8"MIN STEMWALL w=7615 w=8710 Notes: 8 HDU11-SDS2.5 (1)6x 9535 6865 PAB8-36,10"min embed into bottom S=16435, S=16435, 1/" w-17080 w=17080 a) All wall construction to conform to SDPWS Table 4.3A. ADD (4) led FROM 9 HDU14-SDS2.5 (1)6x 14445 10350of 32"min width S=16435, S=16435, 1/6„ b) Use Common Wire Nails for all wood sheathing and cooler nails for gypboard sheathing. KING STUD TO EACI.1 footing.If at retaining w=17080 w=17080 1 END OF HDR wall lap anchor with c) A.B. minimum 7" embed into concrete. 3 x3 x/ plate washers req'd at all shear wall A.B. in seismic zone D, E, and F; not req'd in seismic zone A, B, or C. vert reinf bar hooked I- to Ftg. d) Panel joints shall be offset to fall on different framing members or framing shall be 3x or thicker and nails on each side shall be staggered. 1 Y Y.— / 5 MST37 (2)2x 2710 2345 N/A e) 3x or Dbl 2x framing at all panel edges and nails shall be staggered. UNLESS NOTED 1 6 MST48 (2)2x 4205 3640 N/A f) All edges blocked. MC 16319 NN OTHERWISE ON PLAN, g) Common Wire Nails. USE (I)KING STUD, I FADER PER PLAN ~— ' ' HEADER PER PLAN 7 MST60 (2)2x 6235 5405 N/A NAIL TO TRIMMERS h) Clip to be attached from continuous blocking to top of continuous top plates. W/ led a 3" O.C. I — 1 ' Sheet: Notes: Clips are not required at Gyp Bd walls but blocking is attached per the toenailing schedule. i— ,— (I) TRIMMER ,— ' WHERE PLAN INDICATES 1. Install all holdowns per manufacturer specification per C-C-2015 Simpson Strong Tie catalog. i) See attached typical shearwall details. Structural Details STUD EXCEPT WHERE MULTIPLE 2x POST AT NOTED OTHERWISE ' ' HEADER, PROVIDE 2. Match studs on schedule for walls below on all wall to wall holdowns. j) Sheathing to be Structrual I Sheathing. NUMBER OF INDICATED ' A '— ' TRIMMERS BELOW END OF 3. (2)2x studs nailed together with (2) rows of 16d @ 3" o.c. staggered. Trimmer stud may be used as k) Values are for framing of H-F. it) 1I HEADER NAILED TOGETHER W/ led * 3" O.C. part of boundary member. m) 3x, Dbl 2x, or 2x Flat at panel edges. Stagger nails. 4. Refer to shearwall schedule and typical shearwall details for wall locations and configurations. See note C for plate washers and details for plate washer edge distance. � TYPICAL TRIMMER S 5. Refer to Simpson catalog for minimum embed of anchors into concrete. On sill plates of all walls use a single 2x sill and 2x blocking in between the studs for plywood edge nailing surface. S 9 C5) SCALE: N.T.S. 6. Increase footing depth or stemwall height as required for 2874" minimum embedment depth. n) Clips are only required on interior shearwalls unless otherwise noted on plans and details.