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C I" PDF created with adfFactory trial version www.ndffactorv.com {' NOTE: • 4/12 ROOF PITCH TYP., U.N.O. • 2' OVERHANGS TYP., U.N.O. • FAU IS LOCATED INSIDE ATTIC. • ALL BEAMS TO BE PROVIDED B/O. • SIMPSON OR EQUAL HANGERS TO, I N BE PROVIDED B/O. Q L t • SOFFITS BELOW PLATE HEIGHT TO BE PROVIDED B/0. • SEE.STRUCTURAL PLANS FOR 1 RIDGE AND SHEAR BLOCKING O (D Q, } N / J 0. d/ i9 < A2 - N A6 A5; 1 HGUS26-2 A4-2PLY i J3 J2 0 00 PERMIT . 11— 25 S - ` J 1 I UTTE COUNTY DEVELOPMENT SERVICES J7 1 (D Ln m 'cv DATE . 3 ZO I 111,5 BY. 0I-1 . 2151 C5 J BUTTE �oUNTY 3088 0 2 2018 DEVELOPMENT SERVICES JOB NAME: I c—- I � nn 1 3088BIGGS - NOTES: / DRAWN BY: - - -. CSGLE .-._.• . `ELEv BEN M. HTO TRUSS COMPONENTS, INC. FILENAME _. -_ __.___. .... _._-_'- �to1i �. 1j .—��.ns 1 ,a,�••�, c_1km—w_y'obsliDBBbgpi 2110�iD8BbippsVOBBGpps_lAV _ _ �__ -- - __Yj �� NULL AND VOID IF NOT FABRICATED BY HANSON TRUSS COMPONENTS, INC. C I" PDF created with adfFactory trial version www.ndffactorv.com {' 6x8 3 12 2x41 2x4 k 12 41-- 2x41 2x4 4 4".114 4xl4 2. 7 3x4 - 3.4 - 3x4 (2) 3x4 1 (2) 5x6 I Z 5 x6 1 .5 7 8 7 6 10 1x41 5x8- 1x41 I 4 Mlh� Hanson Components, Inc. 1.21911w -11) Ilb ll� TrLISS: Al -ITC!h-ojecl Bracing Summary Naine: 3088bigus Loading IV sl -al -l" I".1in, u, 111(4 hdin L,;P, 1n -I III- Dal e: 1/2/2018 2:18:54 PM COHIP01WIll SOILItiOlIS"h'Page: Deflection u (loc) Allowed I -d I of I Tntss .1.055 CV-t'TS. INC. WA Ck 11.41 in 1./7.11 (671 L/2-01 31'11,il I-1 hal K- llsiptd f n th. dll as 411indh-d, in -4.11, nigh ASCO - 10"i1l, Version: 2017.4 [Build 31 (1.14,/l Iij, Ildi'ling C.wp'y 11 (1 - 104 (K-11 114- Din. 25 11 '(011. h = 15J. F.W Z.- Tnts, 11111 cv.l ads c""i'k-I DUL= 1(11. CC Y'- W.'bl, 31t. 4)Min' nu. -I -by uIfi, 1-fing in ;-ut- Lith IIC LH, 100.1 h., I -n ._Iii,d It 41 1 1./911 7 1, Maserial Database version: 1562, 1.1 P-1,11 1--." IV 7 -11 13' in Spam Pitch Q13, 01-11 011R CANT CANT R PLIES Spacing WGT/P1-Y 26-0-0 4/12 2 2-3-0 2-3-0 o -d -o 0-0-0 - 1 24 in 169 lbs IXA)L: 7 30-6-o 2-3-06-6-0 6-6-0 ' 6-15-6 13.0-0 , 19-6-0 -6-6-0 26-Z-6 6x8 3 12 2x41 2x4 k 12 41-- 2x41 2x4 4 4".114 4xl4 2. 7 3x4 - 3.4 - 3x4 (2) 3x4 1 (2) 5x6 I Z 5 x6 1 .5 7 8 7 6 10 1x41 5x8- 1x41 Reaction Summary jT RI, laucanI, ItP WAIT Nla-i.l 11,t1 F9g WAI, 0-0-0 Il1 3.5 in1. 511 in 1.21911w -11) Ilb ll� 3 1;i., RAI 3.3 in 1.91 in Nlaterial Summary Bracing Summary 6-6-0 ZRn Loading IV sl -al -l" I".1in, u, 111(4 hdin L,;P, 1n -I III- General CSI Summitry Deflection u (loc) Allowed I -d (10 IL.Ig C.'k. cllu 31IN TC: R37, (2-3) WA Ck 11.41 in 1./7.11 (671 L/2-01 31'11,il I-1 hal K- llsiptd f n th. dll as 411indh-d, in -4.11, nigh ASCO - 10"i1l, Ihr IALnci.g 1.a &IhIL'Irope. 110 a 111 IJ1 1, C, hd11 1-10-1, (1.14,/l Iij, Ildi'ling C.wp'y 11 (1 - 104 (K-11 114- Din. 25 11 '(011. h = 15J. F.W Z.- Tnts, 11111 cv.l ads c""i'k-I DUL= 1(11. CC Y'- W.'bl, 31t. 4)Min' nu. -I -by uIfi, 1-fing in ;-ut- Lith IIC LH, 100.1 h., I -n ._Iii,d It 41 1 1./911 7 1, '11'111.: 1.1 P-1,11 1--." IV 7 -11 13' in I.1 14'11' V .1. R! L' 12: Vc 11 .1, f,9 2•7) Clue Pugin. tz. IXA)L: 7 1-- 0 -0111 - Reaction Summary jT RI, laucanI, ItP WAIT Nla-i.l 11,t1 F9g WAI, Mal R=t Mu, 0- 1 1pfill Nta' %kind 014ift Nta' 111,101 M., I h'i'. Il1 3.5 in1. 511 in 1.21911w -11) Ilb ll� 3 1;i., RAI 3.3 in 1.91 in Nlaterial Summary Bracing Summary ic I1FI. N2\4 IV sl -al -l" I".1in, u, 111(4 hdin L,;P, 1n -I III- :L SO, 'I'd -N I vktt, I)11P1.@1-NI Sli&i 11:1. 02 -N I Loads Summary I ) *1k In., I-, I-, &,ip-1 fi. II-tILI, h -, I" d -d li,, k.dIA,. &.0 I -d, Y711 i, ha, I-, 1L,ip1 J11. a 2.IfI)ft&q Led 'list6hiWal'up th, IC L'),- &jmli- 31'11,il I-1 hal K- llsiptd f n th. dll as 411indh-d, in -4.11, nigh ASCO - 10"i1l, Ihr IALnci.g 1.a &IhIL'Irope. 110 a 111 IJ1 1, C, hd11 1-10-1, (1.14,/l Iij, Ildi'ling C.wp'y 11 (1 - 104 (K-11 114- Din. 25 11 '(011. h = 15J. F.W Z.- Tnts, 11111 cv.l ads c""i'k-I DUL= 1(11. CC Y'- W.'bl, 31t. 4)Min' nu. -I -by uIfi, 1-fing in ;-ut- Lith IIC LH, 100.1 h., I -n ._Iii,d 51 A inning pin, 1- I -d ha., I -I uIj&-d.,,,h, It: --- "idi ..I- &aJ 1-1, N-lember Forces Summary 11). '..' C.S1. .'I%, "'U fi." (I. r- if'bllc- 6--., Ii-) 'Ic 155 4s It. 12.3 11372 - I.W) ll, 11, 3� 11372 .1. Wi', It, 1 1`5 1.0qi3 -15611, 5-10 0.155 48 It, 13-7 (12.14 . 03 III; 02 11,) 4-1; 0141 'W, Ile 0652 It, Notes: I I WIt CR md 11-. CR;the -i.I -d h:,i--1 WI -i-, b. I,. Ii- -r -q-- A- L -.d I -d c. agv.J us DL-IlI.L I (Kc, - 1) [I'll DIA'. .,-b- nim ANSIM11 1. 3i *Mi. pW hu, I-, &Ap,Ldlir . 12' 4) Un luh'ILJ!dates :111. 1.,4 3)p. 31W, m.s has K- d. iplal ting the p-, Imnlrl -Wi,o 11-- I;) Aq.1hy -1.0 f-,, Cq h., I- a114id ,, the 14- 1.-1 -is ...... LLip 'A'- h.SLj to a 3-% Fohi'.6-14-nc, "I -I (n' ffi, ANSjfn,i 1.21WS-i 13.6,1) 7 i11 -li-s 0 "NAWks .11 xl .i. A -u i. the 0i'l-ul) I- 6,,Ldfi. -JS- I,. `)I 1'IatL> I¢uhJ aI 'I'C' Idlnh he1k; m�+ the Insmlrite nun -11111,11 size nvpm'LnlLnua InmsrrnmM.clzJ maphlapn L.xR 11611, Ih1,r -11-1111, rj 0-0-0 BUTTE COUNTY BUILDING DIVISION A P P R u" V E'D A11IF 11 -1 111.pI N Itmt1r. L,111.111e -1- d .1 b"'b'd I.- is I.-]- LIp, mIllAwd M-60-InlMi. III- 'I., II'Mi-al infii-lint. All --m jittu, shall IV Slnul;-Ta C -q -y. III, in :I -b- kilh F.SR-2762 •All --m T,1aILs :111 ])Irlµ'. mdess the ,1,.'-11-1 J I'Iale size is f dhnc_J h,..0 ..-Ix' nh ieh in5on> w1 IS �11ne flute. a 'Sq I:r. ahioh inlhwles x hill lauila IS wins ;dale. PDF created with pdfFactory, trial version www.pdffactoi-y.com rong- 5x6 - 12 3 _ 12 4, _ --'.4 2x41 - 7^ ' - i v) 2. \ ) 1 3 1 4 o� 5x6 - 1 5x6 - ._5 -` 1x41 - 5.8- 1x41 - t - 000 0.0-0 .6-6-0 6-6-0 Hanson Components, Inc. n - � , i -ria _ _ w -gin - - Truss: A2 n .• HTCJ LmJ (Inn Mig C,al• CIC 311('I'C: O-*t:w) \C,I CK - 1142 in 1:173, (ix) Project Natne: 3088biggs - 1. W, Dale: 1/2/2018 2:18:54 PM Component Solutions", 10.'1.1.: II n 1,,.1.. ' 1.5!: � ('ny' f:r•In; F:a = 1.11 Page: I of] Truss N455 COv,.pN v+ri, INC, ,. Reaction Summary Version: 2017.4 113uild 31 17' T1.• I4R C'nnl" 140 Ni.hh Material 141149 \li,Ah Muc'RLaa " Nb, (;I:n• l li'lill Mac\\ind IJldill hla.c'Ihdlli Mac l IIrii I lin l\VIII) I 3.51n n,rylmdinl.:ntll I. J: III I.?I')Ihc _1911, -1!I lln .1111, i Il R�dl l\1:,111 I 1.0 in Ilryd:ls-Iinl.:nch I.v; in '. I.?I911,' -19It,.,_h111, Material Dat abase l'ersion: 15621' Nfaterial Summar' Bracing Summar' '1'C al 1. m_ \.1 TC14:icing: tiheall,�,r l'Ivlin.+:n Y4 -l. l'Ivli—IL'i)v+ M. ()III 10.' n1:I- Ir \A I1C 141cing: Shcall„Ilr I',vlinc a1 11441, I'Iv1in cl>ijv,M Chha. Span _ Pilch Qly OHI- OHR CANT L CANT R PLIES Spacing WGT/PLY 26-0-0 4/12 18 2-3-0 2-3-0 0-0-0 0-0-0 1 24 in 103 lbs i)Mininnvn.11—w.nie buufingin uannkma nigh ll:L'f Mc II�17.1 hue he„n1)iia,l _ Jl A lrr Ih main g p nn Iiw Lul has lun nitii J nnhr 14t cnm,mnl ,rilh ,Ilw, d•:I,I L.ul: 2-3-0 6-6-0 6-6-06-6-0 6-6-0 ' 2-3-0 10. 581 - +11. the i+'611,) G7 (1917 13hll,. I -*l7, II,) 7-x 1..17 1.3"N 11, 1:1(11 It”) til (1.111 2_185711, - f -.L411,) - r.........13-40 ..... 19-6-0 _ .... 5x6 - 12 3 _ 12 4, _ --'.4 2x41 - 7^ ' - i v) 2. \ ) 1 3 1 4 o� 5x6 - 1 5x6 - ._5 -` 1x41 - 5.8- 1x41 - t - 000 0.0-0 .6-6-0 6-6-0 n - � , i -ria _ _ w -gin - - oa-an • � - . Loading General CS1 Summary Deflection l./ (loc) Allowed LmJ (Inn Mig C,al• CIC 311('I'C: O-*t:w) \C,I CK - 1142 in 1:173, (ix) L(lul ' 31 r '11'11-311.1 I0.": 0,91(7ti) WII I.I.: 1r in 1./`)ll (7,.S) 1. W, '1'I: nl.: 61 Rel'\RI f7,—, .•; )ix W -l" nlilll it 11- CR: 0.11 in > 10.'1.1.: II n 1,,.1.. ' 1.5!: � ('ny' f:r•In; F:a = 1.11 IC I)I.: 7 ' 14.1, l1JnU.N.)',An g)'. (1•(.1,1-7,11.) 12:I.12.3-2,18) 1,11413-11.41la:l-Ir_1-'_MSI 15:(.3,17,1.) 16140-K!1)1 1i141_.ti11,1 I;t;lUl.i.`t!11) ' Reaction Summary 17' T1.• I4R C'nnl" 140 Ni.hh Material 141149 \li,Ah Muc'RLaa " Nb, (;I:n• l li'lill Mac\\ind IJldill hla.c'Ihdlli Mac l IIrii I lin l\VIII) I 3.51n n,rylmdinl.:ntll I. J: III I.?I')Ihc _1911, -1!I lln .1111, i Il R�dl l\1:,111 I 1.0 in Ilryd:ls-Iinl.:nch I.v; in '. I.?I911,' -19It,.,_h111, 011, - Nfaterial Summar' Bracing Summar' '1'C al 1. m_ \.1 TC14:icing: tiheall,�,r l'Ivlin.+:n Y4 -l. l'Ivli—IL'i)v+ M. ()III 10.' n1:I- Ir \A I1C 141cing: Shcall„Ilr I',vlinc a1 11441, I'Iv1in cl>ijv,M Chha. Ilii, 1117.8u1'SaIINI Loads Summary 11'n,is Inns hus hvn ,l: it„al hr ,he ctli�Is ,he to 1111,(hri nl dnnl line lc.nl Idle .l:IJ I�mLc. �• , 121'17, is Inns ha: h,l,l, its, alhr the ."Is A,"in J h.& in "L., •.n'i11 ASCli-10 nilh the lilhnainE Ina, ,hind inlay: I)0nyh,dlinu,c. lay, „vc C. I',dle lnel,n 1 ' Mell lil,, Inul.ting C'mel,r,� II II = I irlt I hcrall I)I.lt Ilimc '_; 1.c ((I Il, h = lil, 1�,J % ne'I'nnsIrl, a„J+cal, ua <i,ln•J. I1lIL= I (n, l'l' % ne N5,Eh 317,. i)Mininnvn.11—w.nie buufingin uannkma nigh ll:L'f Mc II�17.1 hue he„n1)iia,l _ Jl A lrr Ih main g p nn Iiw Lul has lun nitii J nnhr 14t cnm,mnl ,rilh ,Ilw, d•:I,I L.ul: tMemberForces Summmy •'laNein,tilu.>:Ak.0"11).1.,CSI. mac:ninnicae.l7,+unoiryr,lilaeil'JIII:,aiilli+rnnuuunlGleel '1'C 41 0, lii dS lln 2.1 0416 -1,777,611, .I-5 0.191-2.5716Ik - 1 , n,y)I 1-1 1IJ31 -1.77(. Ila 5710 Q335 4311n RM) 10. 581 - +11. the i+'611,) G7 (1917 13hll,. I -*l7, II,) 7-x 1..17 1.3"N 11, 1:1(11 It”) til (1.111 2_185711, - f -.L411,) - UCi, }S (I I.,;lil II, 1J 1)SCS 637,II, _ 1.31 Ila) .Ni I1. I.)6 ,ll! II, - -i-7 }7 II.(Y/ ,S4iIM . I1ia7 �eui ll, - Notes: •• C'R:n,Jlh..CR:na•Iheaani.I.,dh,rinnlal.Lilaui,r,s,A.1„li+a•I,nJ kiln the cn\p onq+�I.,+I,d,lllLvli�n,L.n�alaJ hnJ ony,olla. llell_I,I. !IFi,:r-I1.. I1a•Il nl. in ,IannL' ailh ANSI/Il'I 1. =)ll,iclmcs hus l..n,L:ip,d mingthenIIm,hr nvhui,n t3n,n., 3)A+pulilc nnlnd Tuan: Cq= 1.11, has h„ v0dia11-1-plate hnaul nnirlanea d>ils, whys lusdm a JI;: Pulric:nim'hdcrmee sckcld Is III, 'In- M:vud'acnv.. I” " ANSI III'I I-37 f)Salil n? 3.1;9 r - Y • - , J) List J,cind '77,7,1 nx,i�rls In.; J In Al\T"Kl l h,h' hu6np. ' 5)1k.-i. k.-ing.u,, lshlw in IIIc uh ne I.W hue ,ole I.tin d L fh.—k,:mea'1»li-mticldm In pilin. unJ al..c I.,in&."mlxp.rcc.fn—A.111r nher IL,i;pI c:nci&U in,s 61 I'law, I,..1nl al'rC O'ch 1c&d I.—the l,.^ml,iae nuninnm,.circ n-,pon•Inn, ul ll:mslcl 1.114. .411 Jia1411a)vn hmle neons 1111-j,intl . BUTTE COUNTY BUILDING DIVISION' -APPROVED N011C'I Ac99'dlhis,LsiO, shah, hm,ishd nl the an,tiim nnlmen.. rngll:il,,4,hisin,tid,hnl mn. is lnsad,n,1.i�,crila,i...dn,pinnrnLc.wgtii,lM'Ihe'rnns M:m,d'ucnver uiJ ldiea lyra the amlu:,ec Simpson Strong -Tie COI11 :011 w,J avgdcl--f the inlinluliln sa finh In- the liul,ting lksiP, .A seal,n lhis,a ping inJiculcs.„.,.grunee,d[.,d:>.ci,nul anttiniti,ing-1—sililiq•s,MyirIII,I.c unq,.,rnl d; ill sh,ncn. hz Il”. , P - _P . ryE•u„J the"Imp mml lnhn,uliui.CGanral Nees'gr,E•fr:I,lhlimul inh wi,r,. All,Trl ,III., hWlhnum,rrcnvd M•Sinpsm SmnE TL•Cn,ym,p. hm in a,u.aLnce ,cilli ISR --?ib'. A111"'S.1111, ,uc 31 . m,lecs the s.eilil,l ZL. sire is f,dh -,dM a ^-Ix' nhid, in lirdan un Ix - �.• dme. ,r 'Sp 18', +chid, inJieules v hi 1 Ix 111111 dale, PDF created with pdfFactory trial version www.pdffactou.com .. 0-0-0 4.0•-12 4-0-1_2 4-10-8 Loading General CSI Summary GuriDl Laldt ll^Il I n,41'oh, ('IC: ]tI: I'I'(': :).721'1 (!tilt) 'I'('DI.; IJ IL•It All. hluea.,•: )'.•. %Kb. 0114111) It: J.; (I )A .1. � 12590 14'1)1. 7 I.L." 11Ir.A.(J.n ::\.)'Anp1 (I:7-I•I.ILIJ.9.) (21.1.7-2,1x.} (3; l-I..,i._Iti) (4;MI,}Il,n) Mac 1114ill Ahn I111i4 1 I'in I 3.5 in I?.y1as-hirLarell 2'8 in 7,25')11, -1i 11, (i W11 0-0-0 711 W411\WII) I 3,5 in I1.gdu.-lir-I :uch 1` -_`in i, 13, It, - -I u)Ih. Truss: A3 +� � A A AT6 'I'(' 111'1. p2 bl TV Ltrwinp: Sh.lh J,. hdi... w 2,u1 Pulm ,kip. Hanson Components, Inc. 112 Drl, a2 IC: Wt inp: Sheath d,, I'.ulin.. al IMUI, halin 1l: i(ut In' 011- Project Mune: 3088biggs1 Deflection ' u (loc) Allowed \In CR Date: 1/2/2018 2:18:55 PM I./3h4 (1(l11) I./2•9I KU I.L: () 2i in 1. Page: I oft Component SolotionsT11 ".Uy Co..' INC. (iaNengil\ Ruhtnp ('ahp.y 0II = I o,\ IhDail 14.Ip Dims 2j t1 s iO II, h = Li t1, 15u1 % ne'rnns, Ii U, rnJ o'cM uoaidnd. UI IL= I f0, ('C %ua• N1,Eh 311 J)Atininnon.n,•ap• uni, he.tinp in aeD ntun,a ,cilli Ilk: NN, 11.11.1 has I,an ulllic,l Tn1ss LNTi. 16.:1-1'1.'11\,) 07-14.I-Ul) t\Iu).5 ti':)) Distributed Loads Version: 2017.4 113uild 31 Ii. ('lid ML) 1(.(u) D -u ftj 25413111 .1433141 Tj'chd Mul 2,4.L) IA+,.1 P.,j 21Ip;f 311,1It_In - A -it erial Dat abase version: 1562 Ahnh'. I.,,d 'rrih\(i,hh - It. chi 17-II7.11 D -n 1.315".1 ' Sp.m Pitch Qty Distributed 1 -Aids OFII- OI -IR CANT L CANT R PLIES Spacing )MGT/PLY 26-0-0 4/12 1 R. Chd (.4) y-, D. -I Pnj 71,1 71,f 12 in 0-0-0 2-3-0 0-0-0 0-0-0 3 24 in 133 lbs Alu,th. Lw.io. Di-li,n 1-d 'I'rih%%th /A� ®ppa�71 a Ii. Chd 17.111,4 11,nrn 1.4n 1, 28.3-0 N'lenlberForces Summary lun,•in,h,vte Nknd+,11).nD4C51.nusasialh.,a.arilscmq..tnu•ilJillmntlh.....0.adulC-0 -O aFs�fX 4-0-12 4-0-12 ?-1 0.591 -1,1'11 Il,: IJ -i 11,424 J.#)11h Ifi U.5S4 .5.IU Il,: 4-10.8 4-10-8 _ 4-0-12 NG'11CI:ADiyd'Ill isd,ipn.ah.11h lienkhd h,the-,i,aa.nm,t..'11,d,his ind,i,hnl Inns is lu..Jet.L:ip. d,iaw,d-pi-I.nta..grli-J 1yth,1'nsM-fial-:ud .,lie, .q.,, m, 4-0.12 _ 2-3-_0 • 4-0-12 8-1.8 - 13-0-0 -17-10-8 21.11.4 IitiW27i,? All Duncan. 5x6 - 12 �_ 4 12 4 • 4x5 I 3x6 \ 3 5 In 3x4 I 1 3x4 \ 2 6 4x141 - 4x10 - . n -.:�•. _.... _ ._, ... .. _ __'.. _ . .l . •� `7 • 12 11 10 9 8 - 13 2x4 I 4x61 8x8 - 4x6 I 1x4 I 0-0-0 4.0•-12 4-0-1_2 4-10-8 Loading General CSI Summary GuriDl Laldt ll^Il I n,41'oh, ('IC: ]tI: I'I'(': :).721'1 (!tilt) 'I'('DI.; IJ IL•It All. hluea.,•: )'.•. %Kb. 0114111) It: J.; (I )A .1. � 12590 14'1)1. 7 I.L." 11Ir.A.(J.n ::\.)'Anp1 (I:7-I•I.ILIJ.9.) (21.1.7-2,1x.} (3; l-I..,i._Iti) (4;MI,}Il,n) Reaction Summary 1'1' TIN lap Cath, It WAll Metrial Wd It,"Uh Ala, 1"" Alas Guc uplift M., Pint IJ;,hi Mac 1114ill Ahn I111i4 1 I'in I 3.5 in I?.y1as-hirLarell 2'8 in 7,25')11, -1i 11, (i W11 0-0-0 711 W411\WII) I 3,5 in I1.gdu.-lir-I :uch 1` -_`in i, 13, It, - -I u)Ih. 4-10-8 ill'laterial Summary Bracing Summary 4-0-12 4-0-12 'I'(' 111'1. p2 bl TV Ltrwinp: Sh.lh J,. hdi... w 2,u1 Pulm ,kip. 17.-1lLP 112 Drl, a2 IC: Wt inp: Sheath d,, I'.ulin.. al IMUI, halin 1l: i(ut In' 011- 7t-tt-A �Gn-A Deflection ' u (loc) Allowed \In CR n.7')in I./3h4 (1(l11) I./2•9I KU I.L: () 2i in 1. 10,111 10,In - I.IA" I I I" Cit II I:)in (iaNengil\ Ruhtnp ('ahp.y 0II = I o,\ IhDail 14.Ip Dims 2j t1 s iO II, h = Li t1, 15u1 % ne'rnns, Ii U, rnJ o'cM uoaidnd. UI IL= I f0, ('C %ua• N1,Eh 311 7 J)Atininnon.n,•ap• uni, he.tinp in aeD ntun,a ,cilli Ilk: NN, 11.11.1 has I,an ulllic,l 51 A'�) II, ronin p 1`in. li„ h.ni ha. hen a11�i rl u.lh, lil e,n--1 ,61, ,iter &Id 1-1 , - 16.:1-1'1.'11\,) 07-14.I-Ul) t\Iu).5 ti':)) Reaction Summary 1'1' TIN lap Cath, It WAll Metrial Wd It,"Uh Ala, 1"" Alas Guc uplift M., Pint IJ;,hi Mac 1114ill Ahn I111i4 1 I'in I 3.5 in I?.y1as-hirLarell 2'8 in 7,25')11, -1i 11, (i W11 -ITi It, 48 lb, 711 W411\WII) I 3,5 in I1.gdu.-lir-I :uch 1` -_`in i, 13, It, - -I u)Ih. -hu/nn 011, ill'laterial Summary Bracing Summary 'I'(' 111'1. p2 bl TV Ltrwinp: Sh.lh J,. hdi... w 2,u1 Pulm ,kip. 112 Drl, a2 IC: Wt inp: Sheath d,, I'.ulin.. al IMUI, halin 1l: i(ut In' 011- 101 ni�I. SS V� � ' 5.9 Ill I, M_ 2J Loads Summary n'Ihis Inns h.I-, Jiptal li. meenhti.ecu,InInth,n..I Jnnl 1- h..J 1d:n,l-in beth. I_) S1unLn1 L-1, ,I 'f.- c..i J h this Gimp. 1'l' Lirc = }i,.P IC IJ 1,C 11C I.i,e = O l,t: BC MW - 71sf. 31'11,is tons hash-, kip.J f. Ill, duel.4,einJ 1-6 ill .-A.-, ill, ASCE7-I0\tit, the 1;41'.ing-&lined inlet. II01ryh ,dlinum. IiN„mc C. F,dh IEndmol (iaNengil\ Ruhtnp ('ahp.y 0II = I o,\ IhDail 14.Ip Dims 2j t1 s iO II, h = Li t1, 15u1 % ne'rnns, Ii U, rnJ o'cM uoaidnd. UI IL= I f0, ('C %ua• N1,Eh 311 J)Atininnon.n,•ap• uni, he.tinp in aeD ntun,a ,cilli Ilk: NN, 11.11.1 has I,an ulllic,l 51 A'�) II, ronin p 1`in. li„ h.ni ha. hen a11�i rl u.lh, lil e,n--1 ,61, ,iter &Id 1-1 , - oad Load Case Lrl : Std liveLoad Distributed Loads M -d- I.,.ati,n l Dinati,n SI -ad S- Lod I:nJ Lod 'liih \(I.hh Ii. ('lid ML) 1(.(u) D -u ftj 25413111 .1433141 Tj'chd Mul 2,4.L) IA+,.1 P.,j 21Ip;f 311,1It_In - Point Loads Ahnh'. I.,,d 'rrih\(i,hh - It. chi 17-II7.11 D -n 1.315".1 ' Load Case DI: Std Dead Load Distributed 1 -Aids \A-*,, L,mi,.I I I.,e:nin.2 D. -Ii- Spe:ui Ston Lad End Lod 'I'.ih Ri,hh R. Chd Mu) 1(") Dnen P4j 711'_5111' 271.25 pif BUTTE COUNTY 'Iil, Chd 0., .1 '-`.iJ) 1X-1 11nj IJ i,f IJ 1,1' 12 in R. Chd (.4) y-, D. -I Pnj 71,1 71,f 12 in BUILDING DIVISION Point Loads Alu,th. Lw.io. Di-li,n 1-d 'I'rih%%th /A� ®ppa�71 a Ii. Chd 17.111,4 11,nrn 1.4n 1, LW Pp'� p ,j' �� lICCC 0 tl G��,{7 (j�' N'lenlberForces Summary lun,•in,h,vte Nknd+,11).nD4C51.nusasialh.,a.arilscmq..tnu•ilJillmntlh.....0.adulC-0 -O aFs�fX IV I. 0,721' +ullh 14 0.2: :3,81 Il, w1 1332 .3.219 11-D 0010 13 Il, 1-111,) ?-1 0.591 -1,1'11 Il,: IJ -i 11,424 J.#)11h Ifi U.5S4 .5.IU Il,: NG'11CI:ADiyd'Ill isd,ipn.ah.11h lienkhd h,the-,i,aa.nm,t..'11,d,his ind,i,hnl Inns is lu..Jet.L:ip. d,iaw,d-pi-I.nta..grli-J 1yth,1'nsM-fial-:ud .,lie, .q.,, m, Sinpson Strong -Tie Company unJ Du1111cnc,.,tIl,, inf Inulin.,1fich 1n�1h, Ituhtinp D,•sip.,,.A seal,n third-inp indieal„nceq+unn',1 lu4-unal,•.,(sn. ,ing-I Atilily Mdd h.th,I-,.nq,nu,l&,ip, ;h -n, Sea Il,, Hoer . ryp• and th,"In,p D:ul Infnnuti,n R ;--1 NA."', pl;, frmMi,nu1 infi-w4n. All Dancan. Hate, sh.11 h.-ud'., J M• Sinq.:,n tin,nE'I:• l',ngm,r• Inc in -lin„ 0h .1:n„ an• y)11- .o,l,s. 1l,, -ili J.4- A, is f ill -W In• a --1.4' ahi,:h inti-:ut,> Inn Ix Wnna 11at,, .r'Sa K. Md6 indium. a hid, I -i 18 uuD• lial,. IitiW27i,? All Duncan. PDF created with pdfFactory trial version www.pdffactory.com Component SolutionsT'I, Tn1ss Version: 2017.4 [Build 3] M uelial Database version: 1562 ��'�'• M 1 C NUYJ` GOt+.rtiw CNt'y.ING. Hanson Components, Inc. Truss: A3 hl'oject Milne: 3088biggs Date: 1/2/2018 2:18:55 I'M Page: 2 of 2 sp:ul Pitch Qty OHL 01 -IR CANT L CANT R PHLS Spacing WGT/PLY 26-0-0 4/12 1 0-0-0 , 2-3-0 0-0-0 0-0-0 3 24 in 133 lbs 10.' 7-84,'11511,: ar125Iha II -I's u.lU� eJnlln 1-li_Itn) S-1)II.:I''' 4,9131,s 1.12311,:1 hgll g15g1 5.1131hs 1-IY,Ih;1 Ix -I. - Ii Ta (.]NIln 1.13211n1 74,s 2.1-' a. 21:7 1,.v:Iln 1 11 lln) 3 -IU 6.'_35 -I.i,'_I Il,: >.n 11137 1,(,3,) n I _ Ilnl '_-II n,l4i .I.I4�1Ilnt-10 7 2,18111. 1.5311,+1 1.'45111,;5.111 (k 205 -1.431 It, i.8 MrI +0111.: Notes: - I I %W, L.R all I1,.o. CK are IIIc witiul :mJ h,dz�alul &11- bas dew lith Trod 14'n the —J, Id,ladtim d.• o„laJ Lvul. angao J us 11.11 LI. �- IF:n . 1 i.I 11x11 UL m _d,-, will, ANSVII'I 1. ]phis Inns has I , ,lsigmd tsiag the p— h6n1,n n.hetim Paan. - 31 A,p,dily cnlmi Ii cl,r. C'y= o.v1. has I— .11C.1 I,I the 14.1, 12".1 .kes Isd,n a JI % F;hi<.li- IN...... sd-L-d 1« the'Ihns hlanld:Ictw.+gel ANII/17'11-'_I Ir Swint' -3(,Y � - r _ 4) -lb, Ilrees s1-- f v This Imdti-Idy mss we J- tic and the -.oiow aw 6. an Alia 11— i&l lliad J.—:hull h• 1,611 and ui-hd as 1ldhms:'I'C - 1 um' d 161 Nails a 6-N:nh Amin 11135' do. .13 Ibl' hngl'i 12" I,c, I0.' - 2 sup— nm:s Id' 11:1 Nail. ,r 14th Nails Inm. 11.1 S d:1, ,. 3 IN' hagl W 7.; ,Ie , Mkk - I ns, I(J Nails ,r Cnut'Nuils IInin V. 135' li. c 3 n.r t-gl i'!r ac. Rgew flailing ui oral, lar., is nn,lial Inn,ltiti.al„Ihe lilsmniapalinedhh-, gvini.l•thc fo,+xing.wgy4--lal li'm-L"w�khin 24',f the heali,v11.1lisl.Jl.dlm.In lira 11in.ilig IIMnp1 clnn..vv. that mr rynlie. f ' Irnl.dIaing the nllhe hod lel,— the ldi.: . IiC_ 1i-111.8. 111) I(d Naik n Inm Nails 11133' di. ..'3 IRI' hags - 5) tNn•Ic n pi—[ ttilki-, h:mglas shop Ic tly ahs) e1—isucaai,a.a sham. 6) Inuall the sem,sm:dls III n,.• si.l: d1 ma nip l.,ns.. so""mail, shall Ie inmalle.l 'n 'I., s:nn• mss tic Ih:n the hanE', me.1-11d I,1. 711a1-1 fixing shall k auadwJ ❑,Tach gic. . l 2-I/2' Iamils nhawls. nd 8) All ll -o— ndllinanlg, , ')) Nails in W ;rad fid Id. shall Ie stagpxd litm sxee.1si,e gii.s W I/21he nail sJ-mg Ilp l.isi J winJ tgdill n•:nti,a: h—I la \INWRS OnhIladng. 111 Rming nmlerial sham in ate a]'. lake 1'...dc 1— 0-1,.] A, -istancc leq.ndadar e. Pain.and d.> n,v indcme a,tryn,.l dnanaial 14 "Jnr dsi�1 .x.....L li-s. CI I'bi's 1, ..."1 at TC limp h-k.,n. x th, J elilri,e min ihmk aeons Ih— j'vinls w BUTTE COUNTY BUILDING DIVISION. APPROVED NO 11121; Acgv If this tLip lull K- rn dn•uai,n aatmcar.'Ihc,Ligll dthisind,ida)mns is hisal,rldsigi crilerin:mdn.ptim—ts slgliid M' ale Tons nlanm3.1—r wJ Mies q­ tdrngineoIIIc acaa:kc Simpson Strong -Tie Compmly, wtd aayictath .....f the inf ud,, xo finh tn'thc Ruhling Ilesigata. A seal m this lowing ini.&—:ax �xunee,d lalssilnal ing -P asilility.mlck fr thnns aa Ill, Iq+ao I &-,ig,1 s l-` the mutia• anel - NF',mJ thc-hlya n:m1 lnf ti,a A Gonml -- I'l;, mlhti,aal infi—lua. All ann.cnr gimu shall h hwl,A;a:1i J M liny>;Ia s,—g'ri• l.'mq—,: hlc ill u— —,ci,h I -SR -'-rt.'_- All aan.ttu rims :ue 20.In', Imlcss thesneili J Idmr six is fifm.J to a "-18' ,.hick in&a— an IS -,4-- '.SO I.Y. „hick indcatcs u h4l, t ... i- IS W- we PDF -created with pdfFactory trial version www.pdffactory.com 'i p' - Hanson Components, Inc. .` Truss: A4 BUTTE iiine Loading 27-I I-fI General 1?I'ojc'c(Nante: 3088biggs 14 'A* 61I1f '_Jin , =, C'xni,J Lm,k 11.0 4 144, C,.': Date: 1/2/2018 2:18:56 PM I'ny I.1*; Laft!50 i 'rcu.: 3, lix CLJ 111N7 - Page: I oft Component SohdionsT11 nux5 Cxlw'oatrar3. INC. '1 DI.: IJ • ILpn4, Inaease. N:1 TRISS 14h: 05,11.) 10.IL: n DDI-.: 12i :6 Version: 2017.4 I13uild 31 Di ,.•�a,n 10. M.: 7 Mitelial Database version: 1562 1:4719 Ph', l)ITselx �11:(.11-X0) 1'_:I -I'_ -.x.117 _ Spill) Pitch Qty OI -IL 01 IR CANT L CANT R PLIES Spacing WGT/PI_Y 25-8-8 0/12 1 0-0-0 2-3-0 0-0-0 0-0-0 2 24 Ili 1251bs 27-111.-8 5-4-15.- _ 6.0.3 12-3-14 17.8-13.18-7-9 25.8-8 2-8-4 3x12- 3x5- ' 1x41 - 10 4x12- . 1 2 - ab N ' _ SLI. 9 8 7 6 `2x41 5x8- 8x8- 1x41 0-0-0 Reaction Summary 12 4 3x10 - `` 5 11 0.0.0 6-3.71 7-0-15 Deflection L/ (loc) Allowed Won CR If•1 in 1.1.174 7 I./'_ -LI \C•1* I.I.: - 1121 in I.1 •r1) 7 I. I XO Iho. CR. OW in 5 C—I, Funs, Ka = , 0 1T Tl' It C-6, Ity U'hh Mul.il P'P It P WAh Ma w. -v Mu 6-,-111411 nb\Wnd 111i'li n1:n 111611 Man lhlix 9I'in ("frtnsl I I.i in I.54in 2727111* - -7, Iln -77111* 212 111* S II SII (Wtidh 1 ,sin 1lrgias-I+inl.:mb 1.9)in _07111* - 4•x11•.: � +'L 111* oil, iMatcrial Summary Bracing Summary 'I'C IiFI. 1C\J Tl'.It:ring: Shcalh�J,r lhoiins :n-x.+l. lhwlinA ip, K'01hen. _ IV DFI. 02 \6 1'L' Itaeing: Shc:nh.J„ Ihahns a. 1114)• Ihulin .l: ip, In•I)J,a.. \411* DFI. su'SOW\1- 1.8 DFI- B2 \.I Loads Summary 1)'n,ia uuas ha, I"', &'ip-I lii-dle clllcls ,he w w I41--. d -d li,e I -d p11n d -d 1,.d,. 21 S1:IInhaJ laud. ,n 'I-1.Cani.J In• Ihi.. Ging.': 'I'C I.i" = 311.UI'C M.d = 1.1 Ini: IA: Li,e = 011*1: nC D-1 = 7 pi 3)'IN -ha.hv,,L'ip—1 lir int-1Lwin•u'i%h.ASC1:7-101ilh thefAl—inp ,L•lin.,l inl,a: IIn nyh WC. hdh• f,i•1*nl G:d,Icn hp. Itd"ne ewepy Il (1= 1.10), 0-11 I4rlp Dim. '_i 8 s M It, h = 1411, I:,d %,ne'1'nns, ti th a,J aeln aasi,ln J. DUE = I:fo • CC Z-, \ki,hh , ti. . 1l nlininnm, suluE•;ntichating in :u:nnk,nee nigh ll3C"raNe 1(07.1 hu, 1— , 11W A A'_at IM �wnin g p8,t lige hcnl ha., hrn uniinl to the I0. ea,annnl rrilh ,.h.r,luJ h mk. Load Case LrI : Std Live load Distributed Loads 1hnd�x I—,i-I L—i,n2 Di—i,n SI—I Sl:al Lrtwl 13nd Lang Trih\\i,hh 'lip C'hJ .1%-7A 27-IIV Ikn,'n I'ny 311n1 311nf '_J In 'hp ChJ - 13041 1:479 I1wrn I'ny Ito p11 1101,11 - Point loads nln,hr L,wli�a Din�li�n UuJ 'llil+\\iJth lip Chd 1.x7.9 IN—, YA)lb: Load Case DI: Std Dead Load Disvibuied Dads blamer I.:cwi:n1 - Dh-i,n .` a_n6 BUTTE iiine Loading 27-I I-fI General I'ng 14 'A* 61I1f '_Jin , CSI Summary C'xni,J Lm,k 11.0 01)1)2S.Sx 14111.17-9 144, C,.': CW 311.1 I'ny I.1*; TC; 0,101121 'rcu.: 3, lix CLJ 111N7 - '11111.311) D,.rn PC Oi01.u�l '1 DI.: IJ • ILpn4, Inaease. N:1 14h: 05,11.) 10.IL: n DDI-.: 12i :6 • Di ,.•�a,n 10. M.: 7 '11 ,C'hd 1:4719 Ph', l)ITselx �11:(.11-X0) 1'_:I -I'_ -.x.117 Reaction Summary 12 4 3x10 - `` 5 11 0.0.0 6-3.71 7-0-15 Deflection L/ (loc) Allowed Won CR If•1 in 1.1.174 7 I./'_ -LI \C•1* I.I.: - 1121 in I.1 •r1) 7 I. I XO Iho. CR. OW in 5 C—I, Funs, Ka = , 0 1T Tl' It C-6, Ity U'hh Mul.il P'P It P WAh Ma w. -v Mu 6-,-111411 nb\Wnd 111i'li n1:n 111611 Man lhlix 9I'in ("frtnsl I I.i in I.54in 2727111* - -7, Iln -77111* 212 111* S II SII (Wtidh 1 ,sin 1lrgias-I+inl.:mb 1.9)in _07111* - 4•x11•.: � +'L 111* oil, iMatcrial Summary Bracing Summary 'I'C IiFI. 1C\J Tl'.It:ring: Shcalh�J,r lhoiins :n-x.+l. lhwlinA ip, K'01hen. _ IV DFI. 02 \6 1'L' Itaeing: Shc:nh.J„ Ihahns a. 1114)• Ihulin .l: ip, In•I)J,a.. \411* DFI. su'SOW\1- 1.8 DFI- B2 \.I Loads Summary 1)'n,ia uuas ha, I"', &'ip-I lii-dle clllcls ,he w w I41--. d -d li,e I -d p11n d -d 1,.d,. 21 S1:IInhaJ laud. ,n 'I-1.Cani.J In• Ihi.. Ging.': 'I'C I.i" = 311.UI'C M.d = 1.1 Ini: IA: Li,e = 011*1: nC D-1 = 7 pi 3)'IN -ha.hv,,L'ip—1 lir int-1Lwin•u'i%h.ASC1:7-101ilh thefAl—inp ,L•lin.,l inl,a: IIn nyh WC. hdh• f,i•1*nl G:d,Icn hp. Itd"ne ewepy Il (1= 1.10), 0-11 I4rlp Dim. '_i 8 s M It, h = 1411, I:,d %,ne'1'nns, ti th a,J aeln aasi,ln J. DUE = I:fo • CC Z-, \ki,hh , ti. . 1l nlininnm, suluE•;ntichating in :u:nnk,nee nigh ll3C"raNe 1(07.1 hu, 1— , 11W A A'_at IM �wnin g p8,t lige hcnl ha., hrn uniinl to the I0. ea,annnl rrilh ,.h.r,luJ h mk. Load Case LrI : Std Live load Distributed Loads 1hnd�x I—,i-I L—i,n2 Di—i,n SI—I Sl:al Lrtwl 13nd Lang Trih\\i,hh 'lip C'hJ .1%-7A 27-IIV Ikn,'n I'ny 311n1 311nf '_J In 'hp ChJ - 13041 1:479 I1wrn I'ny Ito p11 1101,11 - Point loads nln,hr L,wli�a Din�li�n UuJ 'llil+\\iJth lip Chd 1.x7.9 IN—, YA)lb: Load Case DI: Std Dead Load Disvibuied Dads blamer I.:cwi:n1 IJc6-2 Dh-i,n 5pc:0 SnmL-ul End 1-'d ,n1,0.1,h1' BUTTE 'f pC'hd 0479 27-I I-fI D :n,n I'ng 14 'A* 61I1f '_Jin , COUNTY It, C'hd 'hp Chd 01)1)2S.Sx 14111.17-9 1>,wcn Dann, I'ny I.1*; i Ii 7 I1' 12 in 70 70 Iif BUILDING DIVISION lix CLJ 111N7 - +cxx D,.rn I'ng Nlif 'SY Iii .*t lit' Point Loads �I'rihw,hl, APPROVED mNI—t—L,vnd�n na • Di ,.•�a,n L ,.n1 '11 ,C'hd 1:4719 11-1 27-111* _ - 1 tMemberForces Summary• 6Wahuh.'.,nsndn,ID....'CSI. n-1.\iani. u, 1, ny,6—irdinn,nfnlnnxwxinu; 0 TC'. Il.x]i11 fix' --.axon11511 b V.SW-.l,Ji(Ils 0730)-3165Itn II(W lllp.l -lilk fill lt3U 311th 1-11ha1 NIMICliAcgp-A thi, &'ipl shall Ivi-ial-j wthc—ti-out w -11l c,L.�ip,lflhis inJi,ilLoJ m1*.ishada, 1lnip, crimia mdlnpdnln„La.wgj4i,d h” lhe'rnns M:wld enmr wd Mil, q,o I'll IP:wy Simpson Strong -Tie Conlpmy wJ anyi —.s,f 11'. inf mLliln seg linh M• the Whhng DeAp,n.A sad ,a (his drawiix:e ng inJicut-1--f )nl n.i: nut .nO."'Ang resp.'Nlily" iv h. the Inn.. uny,nu,11L ip, shmn. 4 • the c,na ry>ti• and (he-bnpnanl lnf mutim & Grnerd M.,' MW Cr adlili:(ml inhmulun. All an--lim..'hall htlwndaal� J M•5i"P— su p'r. Cwysmp. hw in—,U--Irkh IiSR-27h. All unn� v�( times an• 31..—. w0ess the'—if, J time sire is Iiihnl.J N. a "-I%' "hich imrun., . I%Fagan.• liule.:r'SA 1%'. which inJicme< a hied, 1—i,n Ix P'W lime _ PDF created with pdfFactory trial version www.pdffactory.com h 0 TrLISS: A4 Hanson Components, Inc. c ' r .. ATCl project Nene: 3088biggs Date: 1/2/2018 2:18:56 PM Lri�o9+ Page: � 2 o(2 Component SOILIt10nST11 GOM:�ONI?7JYY. INC. Tnlss HUMS �. � Vcrsion:2017.4 Build 3] Minel-61 Database \•crsio.�. 15621' Span Pitch Qty 01-IL 01-IR CANT L CANT R PLIES Spacing b1/GT/PLY 25-8-8 0/12 I 0-0-0 2-3-0 0-0-0 0-0-0 2 24 in 1251bs nC N' Ur+a, .1.31) 11-1 1.110IMI 11.7 n..�l .1.20)1k I-Inn Ilan 17.8 .5172.,77-11, I�1N) •.1') n.'_a5 91 IM 1-II11.1 + W4,: I?) o2d6 -1.3 r)Ils - _,S 0.1M Pl11 li n"" - -n ll, -u, 0115 '_.L lln -_ I.S Il syl 126 IIx 1.411x1 '_ 7 (1-VAI,1 ii 11, 1-151. l7 0 y11 6p) Ih: 1-17 IM) ' �(K.-IWX-II .hn II\E CRandll—CRun•111e„nle:d:mdln,ir olal,-fl-i,n.; .b—di,, I,n,Ilia:W.cn.•I. c,nq,nrnl�d,L91«n�a 6.!—L-adl-f ,nq,a.J a. IX-11j.].I)I uohnee oi111ANS1/Il'l 1. - .. .. - - =1'nlis tan' ha; h n ,l.ip1.J ming the P— I,milz., -Wi„1 lk—. - 31 Aipalily nnlni faea,: Cad= 11 tll I— hw.•n nlpii.J to the Ila,Ian,:d o>i:t:m.. ,l: i�r ,-ah.. hx .:l �n a it % F.hi'wi-'ht.rmce "I."I ln' lhx•'I'nn: \1-9.1— I- • ANS1flr11-307..,cli,n 23.6.7 ' J/Culifmia Ginl-1-1,",.1, eiNl, m.-lying ldlind p&. pds 2.(W1'lhe'modginl.;ethml e,pells11-U). ad luk qle i, cj— F.-I and the a nl.. OnL am Kd1.{.:. ' —n-i- i' f, p:gilicd inn.ln•Imi1n -Iy: Ah;mg,. ,, 1th.•1 .".--d L--Ii,n .hall h• G,ni&d 1,11.•..2.1 lh.•.... n:klid lgdill :1-- in lh,• ILaui- 1l1'n„i.l•mL•,pnl,• d.i-w In l,y o). 7)'Ihy Iheaa .sh—n li, thi' nndlliiy,— am pa liy: I the rcnaidla nm f, all Iii... 'Ilu1 i,l uienl umsya Audi 1, huh mld uunehal us 1141—, 1'C - I any,! Ind NailsNails . Inln(1. 13f di:i.127/:CI,ngli.1'-'uc.IV- 2 smµ nJ amsf Illi Nuils,ri:nm Nail; Inml o,nr,tiu.x'-Mf LuplSi,I'""c.,WI, -I nm 1111 Nails„Glm Nails Ilnin U. 13r.fia, - ` Ina,Ih1nr llanlh.lm-inpuli—lab.". Inni& thel111g'1pli. nal ffi- ""4hin21"'q the l.nJ film In l' I,ning h,nEr1.1 -104el4* , - tnln'lining the ,nlirc I.wl I.,x,an d1clii..: ' ' •. � - ' Tc: 18.7213) IN Nails 1rl'nm Nails lain 413f .h'a. s 2 71W Inlgl l 'SI\Ila .1101.1"cilici-II-q—'hun h'pinidJ lM''+h.,'I nl n:ii'1. n:miinis slmm��' - - • 911-tall &."' lli1, mns. so- 4—ils'hull I i-WI J in lh.•.mm• In.s 14, lhm th,• h; I,,, n.• mt-1 .J Itq I.m..al hneinp shall 1.• u.h„ 1 preach Ii,•.. • - .' I I)AII N” .nen nuninaml 2.1/2' hog to less 1U1u„ixe- - 121 Nails in la --d 3d liy shall K.'.agpdJ li�ns -.A'x Ilk, lx l/'-the nuil sling 131 I.i.,,,-d"ndyiill.—i-s I-od n MNTRs onlyho,ting. Id) Raring nl mbl'h.m11 in the ohne nli, has,nly I—, 0-1,W li. n.i-i—I,•q—,Aadm l.'pum, :uld.I e' n1a inch .... u.l,pn,n•.lnnn.ial IiT,I - &sip c, ,iU. ani-, ' li)I'laics 1—ted heak;nw tllc pisaipi,c nuninnun sim rc,purehvn Lnrmsln ml N,ck Ltialilmpn had; :wnns lane 1-us. - f BUTTE COUNTY BUILDING DIVISION APPROVED Nll'I1CI:Ae.jy,f1hi"L.ip AullK-11—'h.Ju,lh,•nwi-anllolnr. 'Ifiexl>ign ,f lhi'indixi,Eul nxn i'la J,n,l:.ip,cri-iaand n,punn......1 Simpson Strang-Tie Company • and adginnn..a dihr inf mutiut so hnh by the Ilul,b.g l)LAp , , A seal m this d-oing imlicm,. anq,aner,d I"f—i'-I al&—ing nspn'iLilile "Myoh• f, the Inns uny:n.nl kip, 'h'—. 'S"the cw Mt, and the-h1y'— Inf.—i,n A rhneral Mae.:' Ing<f„u:ltiti,nul inf.nalliln. All nnnan. Iian.shall 1.• n,:nllaucllu.J by Sinyn,n SI-E Ti: C-1—y. Nu in .-.L,!- „ah INIZ--2712. All --,i, ' an•'r2. 311:11 , tmIos th-i—iii l dale .aim i' hJ tn-u ”-IS' xyhi6 in,hw.. IN gaw, l4w. a'SO 18': ahieh in'b.t" a hill minim IS • un Jim, PDF: created with pdfFactory trial version www.6dffactory.com COI11p011e111 S01llt IOI15T1 Tn1ss Version: 2017A [Build 3] Mit etial Dal abise version: 1562 ` I� kUYy GO V.,'O�1GNi'Y. INC. Hanson Components, Inc. U, L)I(.I3) Truss: A5 Project Mune: 3088biggs Date: 1/2/2018 2:18:57 PM Page: 1 of I Spm) Mich Qq' 011L 01 -IR CANT L CANT R PLIES Spacing WGT/PLY 25-8-8 0/12 1 0-0-0 2-3-0 0-0-0 0-0-0 1 24 in 116 lbs ILp hih htmcase: ).. W41. Illlll-1111 - - 5-4-3 123;: 5-7-11 4-8-15 0-10-12 4-6-7 4-6-7 2-3-0 5-4-3 1 10-11-14 15-8.13 16.7.9 21-2.1 25-B-8 344 (1:1,X}8.11.)1 1 4x5 - 3x4 - lx4 1 - 12 48 - 1'l,ll._2}11.1 10I.11:•XII'1 tII:I-I..i-•`t,`AI.1 ` 12 7 1 2 3 4 11' 1'cµ• I#g Cnnhl 1#g 1\3,11 Mal.,ial 1811 E9c WLIth hla. IL- Ala. 0m. (pdili M:1. Uh1J Uldili hl:n llplill Ma, I1.,u I I Pill IT-) 1 1.5 in 1 5) in 1033 it" - -v1 It, :q) ll,t ?;311r !� II FUJI (Nhil) 1 3,5 in I.51 in + - 3 3x41 Bracing Summary 7 '1'C UFI, u2 'Gl 'IT 1#acing: Shank J Ir Purlins ul 1-7+1, pmint ,\•sips Iq I.nhas. 5 I0.' I1F1. P2'_.J n NL9..I 1)1:1. SUISW 20 n E I )'IltiI, ::. K-,\ iplal fi. the OIL -,h.• t„ 111141, 11-1 ch,N lit,- 1,-j 1dtn ,lad 1,-;11. d 2111 is tons has 1- d-siptal lir the cOhas dwinJ had. it, :xowEtlme "i81 ASCH7 - Ihlcith the 641,+g419-, t\li- in1,u: 1I0t, ,dlinute, liy,nwe C, h\Jk F:neh�al 4x6 - R+b enJ wds e„tsi,\•„1 ni q,= hl)1. C'C %.ne ll 3,11E 313. '=- _ J)A 2ill lli+lnning lain, liw•II-J Ills hn nlliiW,, 111, l0.' --t- with l,:l.r&ad 1,61, Nlember forces Summary lake intG n.Y: h6nJi+, lU, nu. l' I. Ina. a.ialf+e.•. (nu. unq+: liked'.Gni+in,11i1,n tna. uvlJ hlcel '1'C' 11.2 0127 -1.1YI IN 134 0.275 2WX ltx 11 10 9 8 7 '"2.4 1 4x5 - 5x8 - 3x4 - 1x4 1 0-0-0 1 5-4-3 5_-7-11 577:11_ _4_-6-7 .. _4"6"7_ S_A-7 11L,t_td tG-)-a 7t-�-, 7S"A_I Loading General CSI Summary Deflection L/ (loc) Allowed 0-0-0 I.1 -J (lnl) Iq,lg C'„\•: 1'01-'3)11: 'rl': U, L)I(.I3) ,.Cn l'IL 0.37 in 1.1 Ui (S -J) 1.1241 'I'CLI. 3i 'll'11.3111 lilt: ",7•)17-e1 111.01.1.. 411 in 1.1 yn �c91 I-1k'n 'I'C'I)I.. IJ ILp hih htmcase: ).. W41. Illlll-1111 IL,r. CIL IIWin 0 I0.'LI". 123;: Coq, F:xtn; Acr=3.0 3101.: 7 Naw 4111:,9. lhtt ::\.)',An gl: (1:1,X}8.11.)1 1'l,ll._2}11.1 10I.11:•XII'1 tII:I-I..i-•`t,`AI.1 Reaction Summary 11' 1'cµ• I#g Cnnhl 1#g 1\3,11 Mal.,ial 1811 E9c WLIth hla. IL- Ala. 0m. (pdili M:1. Uh1J Uldili hl:n llplill Ma, I1.,u I I Pill IT-) 1 1.5 in 1 5) in 1033 it" - -v1 It, :q) ll,t ?;311r !� II FUJI (Nhil) 1 3,5 in I.51 in + 1.2IK lln - _ -14110 -u It, Il it, N'laterial Summary Bracing Summary '1'C UFI, u2 'Gl 'IT 1#acing: Shank J Ir Purlins ul 1-7+1, pmint ,\•sips Iq I.nhas. I0.' I1F1. P2'_.J I0.: I#:xin g'. Shc:nh..l 1, Palin: u1 IUaul. Plulin ,\.ipl l,r f11h.+� NL9..I 1)1:1. SUISW 20 - Loads Summary I )'IltiI, ::. K-,\ iplal fi. the OIL -,h.• t„ 111141, 11-1 ch,N lit,- 1,-j 1dtn ,lad 1,-;11. 2111 is tons has 1- d-siptal lir the cOhas dwinJ had. it, :xowEtlme "i81 ASCH7 - Ihlcith the 641,+g419-, t\li- in1,u: 1I0t, ,dlinute, liy,nwe C, h\Jk F:neh�al flakelliil,. I#dlJing l:mrp+)� II 11 = I,I171. O,emll IgJg I)inn _i a .Ill ll. Il = 1513, I�n,l% ae'fnn.. R+b enJ wds e„tsi,\•„1 ni q,= hl)1. C'C %.ne ll 3,11E 313. })Mininnml.l„np• auie hmGng ill b - ,lith BIC TW4, Or, I Iles l-, :glgi.d _ J)A 2ill lli+lnning lain, liw•II-J Ills hn nlliiW,, 111, l0.' --t- with l,:l.r&ad 1,61, Nlember forces Summary lake intG n.Y: h6nJi+, lU, nu. l' I. Ina. a.ialf+e.•. (nu. unq+: liked'.Gni+in,11i1,n tna. uvlJ hlcel '1'C' 11.2 0127 -1.1YI IN 134 0.275 2WX ltx IJ-; nv; 2,I5()Il< 1 X13 0,353 .1511, I-10 I1.UR. 1,71911,. 1337 IIrl 3-9 1:166 .111 IM - 8 0."1 fs Z. I.15 -7.X711. J--9 II 133 323 IIs 14331101 +7 11.117 2.; IIx Notes: Ii %W LR:md lig .. CRaw the,-ical wtJd•Il-1i-s'ketoli.chadplln the 4.1•Iiclila A.•la&W I,W e. nq\all us hell LI. lF:a-II. Uell )l,in --Etna• with ANSI/II-I I. 21'It is Inns has I-, ,\: ip ,,d thing the p-helthr n,hni�ii fen.., 31 Atpnlitr unmd Iha,+. C,I = ON has hem .11ii d tothe plmc I. -I n.isl:m:e L iln t-altes K' -I 3)".4 Faldemit" I; Mw- xlsud Ir ll, 'I k1m. dixt-, I" ANSI/Ill 1.3,4 S -i- 23,6.9 4)'1-4..... uan.e(i- is ht p.liliealini •q.i•Iuli�.t lnh•. Ah:m g.i ,. tlhet slnutuul atln.:ti,a xhull R- I-i,\•d In mist the -n:xtml :uld Igditl sh-n in the W-li- Sunt., 5)11-i& ll kqutc,hainaW 1,q-, PmGng. 61 Lisp d teinJ yiitl -i- 1-1- 1- Ml)9R5 (htll h -ding. 7ilk-ming 'I'mu in the ahn-l.", b., -I, I-, ch. w It. s>isu- p 1-,fiodm ,qnin.and Sea nl, in,Gemc udylcxr,i nutaial hnlh,. &,ipt -t;i,L 6-s 8) PI... Il ..t at 'I C lmcb 1-a , n. d the M-ipi,i- ntininnon.ve nz@000x31 l- Irmsli-I' tolN,el:n1 Jialdtmpn I -k au -::'I"- j,in,, BUTTE COUNTY BUILDING DIVISION APPROVED IIN1)11Cli A c lx,rth i. ,kip pull h• fin ishd,,Inc.ndh,1 ..nlmdrr. Th-kp411.is in,G,idd t�n.is lu..dla&,-ipl oilaiu:uld-Itti-tenl.a stgliid1•,b,.-hlallm�cna��r..d l Ii..�lq,a theawtQaoy Simpson Strong -Tie Comp.iny w1J aagietanYs d' Ihr in fit -Ii- set huh by the I I&V I*X,ipt- A seal - this thawing inti-,-11."ce ld' pd.•sA'-f a3&-ing mspn.ihlill Ndy lir the tons -1-- dL ipt sh,ecn. 5.c the c,nv ryp, mldlhe"hnpo:mt lnhmuti,,&(;.,-IN,xc'ryE-GrmtGtinml infalutim. Allanh.chr plm. ),.It tv-dklidln'Sinq-,Shag=l': Cnlgxm,t1-in.-L-c- ill, l:SH27i2. All,., l,-,- dmcs we 31.2- tm less the -ili d lime sire is G l -d In• a "-Ix' ,chick intli.- ml ISutn •,date, 1, •Sb K. which intG,:ates a hill tensim Is uu. lime, I II PDF created with pdfFactory trial version www.pdffactoly.com 1 0-0-0 La= _4-6-7 Hanson Components, Inc. • S -A_•1 � Truss: A6 � 1R_]_O HTCI ]S -A -A Loading General Project Mum: 30SSbiggs - �:� Allowed Lmd 11-0 IILIEC,d•: CK: 21010 Date: 1/2/2018 2:18:57 PM W. l'It 0.37 in G®� I./'_•u) 11'11.311.1 Page: I of I C011110nenl Solutions- Tn1ss • NU5'J Gpwrcrl '1r]9.ING. ,1-/3(0 " • I1T\I11 Inn,-..- )'ez ' Version: 2017A 113uild 31 1� t0.'ll.; II I7.1),I,. 1259: Kiterbl Database Version: 1562 - I0.'I M. 7 •Sp:u) Pilch Qlp 61-11_ ' 01 -IR' CANTL CANT PLIES Spacing WGT/PIY 25-8-8 0/12 1 0-0-0 2-3-0 0-0-0 0-0-0 1 24 in 1401bs Reaction Suinnu ry J'I' 'hlu tip C,W" tag WAIt Alulcrial PPIr " 5-4-3 5-7-11 2-8-15 2-10-12 4.6.7 11 Pill (1-] I 1.3 in Of in 1.03311 •.. 4.6.7 _. 2-3-0 -3311: 5-4-3 10-11-14 13.8-13 16-7-9 21-2.1 _11 Ih 2588 Material Summary i 344 TC DF1, IC -14 TC W,6up: r• ' �._ 12 I0.' Po:minp: 12 1 " 4x5- .' _ _ 3x4= _ _ . ...��= - 1z41 _____. 6x6 - ,4 Loads Summary 1) Illi, 1111..; has I-, G• the dl ,,h, 11110I,I'hwl,m dual lice I J kiln k..l 1,W,. -I'IhisInn.has I-l.1,ip-i ha the Of'-,d"ind hut, in.cantm-„'itlo-\SC'I:i- it) n'ill. Ih,•JIM- mp tin deli -d in).n. I linyll Id,inene. INp-, C. Full, F-1-1, (;.Iqm lilyIidl,tinp cawl,n•II(I-11!1111,'11111 IYllp Din" 25Il,,(0If. h=I•It,F,J%ne1)3ns,116 3x4 \ D'11:=lln, CC%,rte Wuhh 31i. - m h c 4-0-4 .i) NGni, shrula a0ic I,. b;lg in m -1--6h Ilii' LI4,• 1(07.1 hu; I- unii,J - N iMemberLorcesSummary f14rinJcal..:hknd,.ID.net,CSI,nu,n,ial6.u•.Ina,n.ry.,6ru•il'dn•nnlli,mnu,aa101ne1 c I-'_ x0 :1,1` 1311 1-1 (1.71) _ 1(111, I -110:1113 03;11-110:1111 (•13 0.333 4, 5x6 - 2.3 11_i.48.3`1 li i Ih: I I? -1 0 31•x .5311.: +! 11.28 1-2.62911, 10.' r1:7 11.111) 2.13)11:l-3 is Itnl x -Il QDO 21113 IM -1.31311111 10-11 II(01 31,11, (-111,1 " 1 11 10 ,• - 9 8 7 • 2x4 I 4x5 - 5x8 - 3x4 - 1 x4 I 0-0-0 _4-6-7 4.6.7 • S -A_•1 � thlt-tA � 1R_]_O ]t.].t ]S -A -A Loading General CSI Summary Deflection L/ (loc) Allowed Lmd 11-0 IILIEC,d•: CK: 21010 .'IV :• 0.371151 W. l'It 0.37 in I./`i�, IwJI I./'_•u) 11'11.311.1 I0.': (i?)(711 \In I.I.: • till in I, /O)) (8-'0 ,1-/3(0 TCDI.; 1.1 • I1T\I11 Inn,-..- )'ez 341 0,1111.114 11- CR 010in 1� t0.'ll.; II I7.1),I,. 1259: l'mTfaua. I:n=311 - I0.'I M. 7 11lu,lnik-O N.Y..A"g, i1:.3ai.uxi0.1 1=:1.123 K.n.1 0:.-0,3 v,u11 1'11.2. ti Il, l 1 III, I• I'_,3a\Il, l I I Y I.123.`C'.�II Reaction Suinnu ry J'I' 'hlu tip C,W" tag WAIt Alulcrial PPIr \Whh Mac Rc:ml Mu, Gra, Dldill I'LN Uilt I llliill ANIS(1"1.11 h1u\I luix 11 Pill (1-] I 1.3 in Of in 1.03311 -3311: J3Ils :vri ll, f. II Wil 1\\Llb 1 3.5 ill I I.3lin L3N II, _11 Ih _11 Ih: 011, Material Summary Bracing Summary TC DF1, IC -14 TC W,6up: Shc:nh.J.1110in,.t :i+1. N.F. ,Lip, Iw Olhen, r1.' DFI. M NI I0.' Po:minp: sh-h d" rmlin;., Iluu), I'Min .Lill In• ntha. 14111 DR. NOStu1 41 Loads Summary 1) Illi, 1111..; has I-, G• the dl ,,h, 11110I,I'hwl,m dual lice I J kiln k..l 1,W,. -I'IhisInn.has I-l.1,ip-i ha the Of'-,d"ind hut, in.cantm-„'itlo-\SC'I:i- it) n'ill. Ih,•JIM- mp tin deli -d in).n. I linyll Id,inene. INp-, C. Full, F-1-1, (;.Iqm lilyIidl,tinp cawl,n•II(I-11!1111,'11111 IYllp Din" 25Il,,(0If. h=I•It,F,J%ne1)3ns,116 end,i11-,A,lnl D'11:=lln, CC%,rte Wuhh 31i. - .i) NGni, shrula a0ic I,. b;lg in m -1--6h Ilii' LI4,• 1(07.1 hu; I- unii,J - 41A23)Ik.nrningpin, li,, .01- K- anti l 111th,• I:ti anelmu0"ilh ihn&.01-1, iMemberLorcesSummary f14rinJcal..:hknd,.ID.net,CSI,nu,n,ial6.u•.Ina,n.ry.,6ru•il'dn•nnlli,mnu,aa101ne1 I-'_ x0 :1,1` 1311 1-1 (1.71) _ 1(111, I -110:1113 03;11-110:1111 (•13 0.333 4, ll, 2.3 11_i.48.3`1 li i Ih: I I? -1 0 31•x .5311.: +! 11.28 1-2.62911, 10.' r1:7 11.111) 2.13)11:l-3 is Itnl x -Il QDO 21113 IM -1.31311111 10-11 II(01 31,11, (-111,1 " 7,8 0,187 2J3)IM 018 IN) `1.10 11731 111. 11, 19511.0 \ohs I -I I 113')1 -1.11'11111 .0 (1315 775113: 1-31' Ih:l •p5 11.103 !1,7, n 1111 1.10 200 1.73)11: l'=n 11,7 i9 0(113 . -31.N Ill 5.8 11'_78 AI7 Ih 3.10 111-13 -7Y.11: , 4.9 0.1'1, - 311111: !-76 I,1 i7 0 117 Stsll, Notes: IIVal l'K and I1.v.l'Ran Ot.--l-II-i-lwl,1•11„3i-,chin 04i"6r1lila the cn\•p-q.nail 4&IIc1i,n ,hu,,,L-.d had ouil du: I01I.I.+ tl:,r-11 ,,IkII DI,in ,.nhnm a;m ANSVITI I. . ?)11"1.1,•1,1 lines- I,1 31+'r. 3111'i.I-has l„il .Lilal,J 111111" lh,• p.,n I ,Allimlkl- a)A,palilr,.a11nd facuw. Cq-0N1 ha:II •n anti d ,,the "Ime 1.1-1 n,iuiece,Lip r.1- I - W- a 319: Falaicali,n'1;4- a• M.,W N. the 1'nns hlmlwilcu11u 1\1 ANxlrn'1 1.3111 --lim 23 6,-) 51.1-n,a4-- uonwti,a is Ile pillic.l intvq-.6 ,a1, Al ... ga,. ,6c. ....... .1--i- shn11 K. I-i&d ,, -i,, Om nn, rcactim :.Id 44.11 sh-n in the IL. rim S,ol-,, f) I'nni,l• mt patc,hainula u, 11.-„111 rn,ling. 711,i.;11J „ind g4ill -6- h -\l 1 \ml:m lhll, hadinp 8) Il:uinF nnn,riul sh-n in the ahl.,• l.lie 1- -lc I-, &L L -J Iia n,i.;l:mx ),17,•ndi,xdw In �.in, wd i- n,+ in,hc-.,Upuc, 4-1,,616, ,+her,Lilx1 ual A,L-i,ns. 711'U.I-dal 'Il'lirahl.c:dsnx\tIh.•I.e elilwi,e nuni--size nvpdnn:nrI muvar".04 U'liaph.p., I.-Is:u:nns f 0-0-0 BUTTE COUNTY BUILDING DIVISION APPROVE® Mllll'I:Aa1n'rfthi..Lilat Shull h•fani;h,J In the n,.:lim cmlrvu,a.'Ihr,lsil3l,fthis imti,i,iul tons is 1(1.1,11,1: ilal eril,-nu:mJn,punn>L•nts st411ia1 hthc llu:shl:untli,cuuer wJ 11.1.11 Ig10 the aaau:u'`' Sllllps011 Strong -Tie LOII1paI1\' :uIJOgroans,,itheintintuli,nsetlinhM•the Iidl,ting[aShen-A,.lnl his,1:11.111pin,ticmo:utigwunw tll p./�•ssinml atltinn3ingn p11siNlih- 4d lir themos,xngln lt,Lill Alm - 1W, -d the "Lry.11:ml lnfi-lim R lincrd N,wcs ryE• 6-kiiiimul inti, --l. All nrm,cnr lim„ shallh• nunrd li J M• Sinymn SmnE Ti l'mgmtr. hu in n,.unLn-all HSR -'_7h'.. All c,O.-w (ia1„ me 31 prµ •. Imlcsc the el,�ili J 1#al,• .;ize is h il,e,.J h• u "-IS' „hick in, cul„ ml IS perp' liar,•. ,.'Jti I:r. ,chick inti<ate.. o hial Icnsi,a IS irly> 11:11,•. 0 PDF created with pdfFactory trial version www.pdffactory.com o•o•o ' �= Hanson Components, Inc. 5-7_-0_ 3-B-8 TrLlss: A7 08S11s2:18:5SPM _ ATO 12 l 4 I)oceciMune: i 08 3x5 \ _ 144' C'&: CK: 311n' 'I'C-r 1147.1(.7) 3- Page: I of I Component Solutions", nui5 COwrowetn'f. INC. iI , - 3x4 \ 1 n Tn1ss It,,, CK 0,13in 7 6. o r= - 1 Version: 2017.4 [Build 31 _ 'n o 11w, l)II-s-(Jn,:N.1:Anpl: 11:.1 -__.Ill,.), 1_:I -I'_}±, 11) Il'.I.12,3-? IS.) IJ:ful,1.11.41) 15: I.1'_.i_', Material Database Version: 1562 I (�1,IM)34I,11.) (III,u1, 1.V,11.1 (11:,'u11 5x6 - Reaction Summary Spall Pitch Qty OI -IL 011R TANT L CANT R PLIES Spacing WG'17PLY 25-8-8 4112 7 0-0-0 2-370 0-0-0 0-0-0 1 24 ill 1 1 5 Itis 9 8 -- ` 1x4I 4x12- 6x10- IA S,IChd IIFI, n^_ NA 2-9-8. .._ _ 3'8-8 . _ -6-6-0. .. 2"3-0. , 6-2-8 9-11-0 12-8-8 15-6-0 19-2-8 25-8-8 o•o•o ' 5x6 - 5-7_-0_ 3-B-8 12 _ 4 12 l 4 CSI Summar. 3x51 3x5 \ _ 144' C'&: CK: 311n' 'I'C-r 1147.1(.7) 3- 5 4 'll'I I-Jlu 3x4 I iI , - 3x4 \ 1 n 2 It,,, CK 0,13in 7 6. o r= - 1 2-6-15 _ 'n o 11w, l)II-s-(Jn,:N.1:Anpl: 11:.1 -__.Ill,.), 1_:I -I'_}±, 11) Il'.I.12,3-? IS.) IJ:ful,1.11.41) 15: I.1'_.i_', I 4x5 - I (�1,IM)34I,11.) (III,u1, 1.V,11.1 (11:,'u11 5x6 - Reaction Summary 93 - .. _ _ . 7 h6<llidin Mlllh- IPin1'I'nne, 1 1,3i.. Orlin 1,(en IN - - - -13 It, 7 11 ILII IW11) 1 1.5 in 1>,ngias-I'irvL:uch 1.51 in I.J➢II. - -Jl lha 11 10 9 8 -- ` 1x4I 4x12- 6x10- IA o•o•o 6_-2.8 3-_8.8 5-7_-0_ 3-B-8 6_-6.0 _ Loading General CSI Summar. Deflection L/ (loc) Allowed I.rt,J (1^l) 144' C'&: CK: 311n' 'I'C-r 1147.1(.7) tWn CR 041in 1./716 Don -15,1 1. l'_.YI - ICI.I. 31 'll'I I-Jlu Itlt O19 ti -SI W., I.I.: gCin I./'+n (M-150 I.IAi1 1'Cnl.: 14 Re), hll, Inca..", 1'es SILCIld' 4131 Illi, .. It,,, CK 0,13in 7 I1C'I.I.: 11 Il,,'1,1.a: 125:: 4ti,: 11'..)(3.31 C—v Fna�., Ka=.7) 1MA.: 7 11w, l)II-s-(Jn,:N.1:Anpl: 11:.1 -__.Ill,.), 1_:I -I'_}±, 11) Il'.I.12,3-? IS.) IJ:ful,1.11.41) 15: I.1'_.i_', 111 41,1.12..1--2.11.1 (7:1`0.-70 i IS:lu),34 "1.1 (�1,IM)34I,11.) (III,u1, 1.V,11.1 (11:,'u11 Reaction Summary 1'I' 'rl• ligC' h� Iap'Ahkil \la sial l4lltvllhYh bins w-va h6<llidin Mlllh- IPin1'I'nne, 1 1,3i.. Orlin 1,(en IN - - - -13 It, 7 11 ILII IW11) 1 1.5 in 1>,ngias-I'irvL:uch 1.51 in I.J➢II. - -Jl lha .3111. Ulls 1N1aterial Summary Bracing Summary 'rC DF'I. re \4 TCISacing: sham, d„ N.C.,, I. 3-111 Puli. &,ip, h oma. I)(IIF,. I' -'A M1 IIC nwinp:. SI -d -l" r'ulini a, 11").. Ndia lsip, 1e Chl— S,IChd IIFI, n^_ NA lh1. DFI. 1l'B"d -\4 Loads Summary Il'Ihi; nate h. h"n ,l: ip,al L. the dl' -- h. to W 1x( hwen, .11-I 1- had Ii,n ,lad hula. 2- lbi.; I—, I, as hv, ,,sip, J I;. the etl:el: ,f ,cil,J but i——L-- L --ill, ASCI 7 - I011i111 the 11,41—mg u.a'Cninad i.11- I la ngil Wnnu,a•, I:y, n'vl, C, FWIe l:neh—r G.W/I lil,, 1W,fing C.I,p y 1111 = 1.01), 0-11144' Din. 25 A.,'(4)11, h - 151t. Ind% ne'I'nns, It.h end „eh:. -i&—1 DOL- I.0), CC %,ne Wdll 311. 31 hhninnvn so rap- alk ill, IIC '1911, 1.117.11— K— .Ilii d 4)A2:O ll n.ning pini till, I,.J1-hi, nlliinl to the I0.'ane,vnn, ,lith ,01—LId huJ;. Load Case DI : Std Dead Load Point Loads hk nlnr L,ca,i,n niwi." l."d 'llih Ni'Eh n.Cbd 1=`1,K @n,n If,lllw A'lemberForces Summaryintianas•hk„1,ID.—ICS1.-1.,iuDlme.(nosungr:L,.cirdn6n„Ifi-I"s.-111-0 'I'C I' 1111'_ -2.01,15 11-1 la L7 -0 R. 11.7 1) 311 2, In it, -1'_ 11.355 I / 4,,1 IN :)k ,-1 Il "1) .2.17.1 h: 145 41 247 4 I , 114.4 Z.&A 11. _ IIC' :,4'.411. 1-2-11 IM)').111 I)(,', ;(111,Ih: (-141 It.) 11-1 .)101 2.437 IN Y-'1 11 ii V 24'11 Its I �I IMI 1(411 11.7(6 2.4.17 IN 1-2(15 IN) _ 4[it. 2.11 11.111) 311) IN (.13IN) 3 -In nM -.11. t-In.1 }'1 ".I,� +_.l(1 034 !1111. J-5 u.'.,C -I �Cv1I1x i.q Igli LSI IIx Notes: I l\C„ CR and 11, v. CR arc the WiW :nd ll, iiinlal&OWh.,s,hl, In lila•1"JIi,-,Ill en.-I,anq,tall,4&11.,ho,Ex•1,,&ad1,<dn,4,.Wi.. 11.111.1. I tKo -II S 1111111. in aaanhn. a'ilh ANSM111 I. 21 Dnluhiad (Amus m• 3Si 3,g:,, Villi—n, hu. 1— &,ip, J,I:ing the pear I,.nh -k.li- lila,... 4) A'pnli3,—I.W f u.. Cq= (18khas I,— a)giinl w the plmu I.—I nsisl:mer'lsip, raters h.,Fd,,, a 31 % falliemin, liklanee ;a-laci J Iw Ihe'Ihns hl:u,Wimuvn I>,, ANSI/Il'I I -3,p sacli,n ' 3 fig i) I'nn14wnu1 ai,n 6111 is h. tr Oliul inh,p i.6- wdr, Ahmlga' r'dmr.ata¢uvnl aan tim shall h• 1—i&d lu-iel the nut n,laiul mJ yin, sh-,, in the R—ti'n Smmun• 4 [1 U,I,d,aind Igiill nx,i,ns hl,,dhM1 RS Mly I�mting. i) I\firing notarial A -n in Ill, ah -,.H, ll.—Il • h n ehautad Ii. n-..i.:tm,ee ),�,natindar I„ pain. and,, a -x n„ in,Yewa• u'l pane ,f nolaW h, ,.hent>ip, —A,C,ali,ns. 91 Il.,ash.-aidm'I'Cti,6 beak.In•t the pe.cripi,e nuninnn,sixes,pd-,--wI nsG+hutw .e,h—j'iws 0-0-0 BUTTE COUNTY BUILDING DIVISION APPROVE® 12 r, 0 NU'I'ICIiAagx d',his.,sits shalt In lin,islxd lathe nc,im aatrnn,e'llx•,lsip,A'Ihis inJid,lul Inns is lusad'n,lsip,ari(aia imJ n,prinn>Lnu.ngliidh•t,e'1'nns Alat,Wimualr w.l iias ,q,n the acav:np• Simpson Strong -Tie Conipmy nnJ angiarn.s.'i'Ihe inhn,u,i,a set tettehlhc liul'ting lksip,a.A xcnl'ntl,is'hawinpinabcme. uceal,antt'd)nfassi,nal anginaw,ing nsPnsitililc.uAeh•hr the Inns uuy,nan,lsip, sh'n,'n San•, I, ane, • • J I • "h h I' ' C C - 1 h5. •” • I'rualti,i n,l intimYlia All aanacl,I imas ;hull h• nwnd'ua� dln� Siny,:,n S,nap'I'i• C',agw,r tem in na„nLna•,ai,h IiSR-',iJ. All annad'r II juga m, Ila 14,nm„ I�nuum. nmra s juE ' , I •31WIµn• Is. II •;1 Tad iime:n's hit aid tela"-IY'a,hich 'n,tw,as :m 11 pa,a'rtuh• rt'Sp IS•, arhich in.tiules vhi,A, Icnxi'n 11 WIQ'li�le. PDF created with pdfFactory trial version www.pdffactory.com PDF created with pdfFactory trial version www.pdffactory.com Hanson Components, Inc. Truss: Jl Project Nene: 3088biggs Dat c: 1/2/2018 2:18:59 PM ���®� Pilgc: IOrl C0111p011L91t S01(It10IISTaI C__rT INC. Tniss NU59 , Version:2017A [Build 31 M:II er61 Dat abasc vcrs1011: 15621- Sp:ut Pilch Qty OIiL, OI-IR CANT L CANT R PLIES Spacing WGT/PLY 8-0-0 4/12 1 2-3-0 0-0-0 0-0-0 0-0-0 1 24 in 16 lbs 10-3-0 2-3-01-11-12' ... .. 1-11-12 . 12 { `o �u 1 5x6 - 1 T ' f .. ... I .. 3 0-0-0 0-0-0 1 8-0-0 - Loading General CSI Summary Deflection LJ (loc) Allowed I—d t1,1) ItI,IB C„l•; CIV 311if 'IV: 0.5601'1 \C•n Cw 1). 11 in I./81) 0.1) L/ 2-0) \C„ LL: (101 in UP 1. 07') 13.1) I. 11") 'I'll nL: I.1 wp\Ih hmrea<.: les \II—CPrh: 111-1111 II—CP 1) in _ 10.[11. 11 UflL:: In (:dq,h:mhu.Ku=in , IADI.: 7 I'I• t • I h): t; IJnt'\ 1' Ane): (1:1�31 i -1 ) Reaction Sut inmry ` 1'I' TIN R8C h, IO8 WAI hr, b1 w)I 14' %W41, Ma, 14•, M' 14ry 1lplll Ma, \\' JII1d'll Ala, U14.11 Ma, Ihdz 11'071 IWJII 1 J.5 in Ihp9as-I'ird.:uch I?I in 313 Ik - -15 1,, -1;lk 1-1711, n 41 (w'.111 1 3.5 in I1,gJas.ril.Lu,eh UO in 3 II wdItU!d11 1 3.5 in I,ngd;n I'irl.:neh 'UAin tMaterial Summitry Bracing Summary 'I'C DPI. M_ \! 'I'C 14aein f:' Shra,h d„I•mlins at i.,. Huhn .L•>ip, Ig 111hcn, - 10.' DF1. IC N4 10.'. Wing: hcmhal n' I',uiins ul (.,n, I'Ivlin ,lsip, 1§I hhen. Loads Summary ml;s huz h,n d>ip1 J f r the . ul<L; ,ec n, In int h.n n, eh,N ri,r. f.J ldln .lnJ f c,.Ia 1: 311his Inas has LvI d: ip, J f+the cllau 4,6,d hmk in n.:ank.—,,ilh ASCI. 11W i,h IIIc CAI—h,g—, ddinJ hq+a. IIw,yil IJtinenc. 1,4-- C. FOO linch—1 liahle/I lit,. "oun@ Cmc(.,II II = h1.u1, Uerall ICJE Dina 2i A ., ()) 0, h = 15 0, 13,J %,nv'I'n,s, lilh -J —I. ansi.L 'l Uly.= I.0). CC MI,%M,E11 ! 11, !1 Alin 07171-171 sn raE+• colic henknI, in —, 1-.a• with IIA- TaI1e W07.1 hu<I.�n ulliinl .11 A'_al IIA, nxning I`int li,e L.IJ has I,�n allii J n„hc I0.' c�naonnl ,0'011 ,sh�r,laJ I,mk. - Nlember Forces Summary faNrinJ c:na: M-d,, IR.—CSh mach uniucr,(—N-g, tiacil',flli:—1 lien nue ural li—I TC IfI -1.355 as n, 11.1 i).sa leu, I I --- I 10.' :I utyq 27511, 07511:1 I 1 Notm / u 11 Ka CR:mJ I lux CR arc IIIc waicsl anj &.11", i— A. 10 li,c l"d 11,71 Ihe cn p c,ny+mm A. I-L. J hal cn 4,9W us Ddl I.L i IKc1 - Il s Ddl 1)L in a+nhnce ,61. ANeIlII'1 L +_I'ILis m,es hn: h n ,LipIJ „ing the �u+, .,dom, lua(n. !1 A.pulil a.nni Ivan. ('y= II.. Ik has t—., anti d n•II,e PIme taunt n,i.".l ,,Lip, ,i l,-I.,,-J,,1 .3. % hul,iavi�n TArmcc xcl.•'I,J In Ihc'15,i.s hlw,Wuenoa 1„ ANSI/II11123.6!7 - 1 - J) I.is VJ winJ ,pull naeliut. w ,I,n \I\1Fw8 Ihll,' ha0np 5) IL:ui,I F nutaial sh�n,n in the ahnv wNe h a; ,ole han chacl:.vl f. n,is,an'>' I•+M1�n,hnd:u n, pain.:u,J J es n., in.ticme aL,pccr ,f nui rinl f . uher.l�..ip, n.,si,l ati�vs BUTTE COUNTY BUILDING DIVISION ' -APPROVE® NO'1'ICI: Au,>,•,i ,his J.: ipI shall h fm.W"I ,:IIIc ,n,aila antran,e 'Ihe .l: ip„1 this in,k,i,knl lone i. haat,, ,l: ip, edt ria wlJ n,punninIz s,ggliJ h• Ihe'1'nas Mw„1ua,u,r :ail 71.10., Iq+n the umaac.`' SII11ps011 Svoiig-TIC Collip uiy and aaydc,en..s ,f Ihe inf coati,, set fah In' Ihe 1616,E ncsip,a..A seal .n :his Ihnwi" in,kemes aa' �rance,d(ni:,.:i,nal nldn.win@ nsI—Atilin's,ddy li, the Inns aay+uan .Lip' sh.+,n. S.,. the erne" plE ,mJ the "hnpnw,I h,fmm�im & Gaural Nt,rd' ryp lir ad0,in,ul inf matin,, All —.—mtim.,';hall h nwudwnoal M' Siny,:o SnulE=rc c-4—y. hw in uan,Lnee with I:ew21Q. All —u-1.. me we 3) , -I., the s i iol 11m, A. is fidl—I ln' a --IY' ,chwh in6c1. an 18 g., q., lla""SO Dr. which in,tiwles u hi , Icnsiul 19 • m' 0.1, PDF created with pdfFactory trial version www.pdffactory.com 2 • i E Hanson i Components, Inc. P • Truss: J2 ,76 Mci i 1 5x6 Plojcrt Nine: 3088biggs Date: 1/2/2018 2:18:59 PM /® ~ 0-a0 0.0-0 6-0-0 P'lge: I of I C01111ollelll Sohlllol15T11 I �^'NS®N nux9 Gbvcrwr[.vrs• INC. Loading General CSI Summary Deflection 1./ (loc) Tniss L,uJ 11TH 194-c'&; 1'10.:7111: •1C. :i(SK (I -'_I \hn Ck V. I6 in I.1 SS I.1 -h 1.t2 -P) Version: 2017.4 [Build 31 n.K111.11 - W." 1.1.: Vin 1.)'r,)) 11-I1 1. 1.1(1) 1'1'111.: W Material Database Version: 1562 1111,. V.lil id) Ihri L'k Vin - 10.'I.I.: II P01..: 1�9: Spall Pitch Qq' 0111- 01 -IR CANT L CANT R PLIES Spacing WGT/PLY 8-0-0 4/12 1 2-3-0 0-0-0 0-0-0 0-0-0 I 1 24 in, 19 Ibs Reaction Summary 1T 11, 181 c h Rg WWI M.I ial WPI I' F \1' ll M" W , \la\ 1'i- r 11,,171 hl:i, Wlad Uliill h1a, U14i11 Mal I l,rix I I'in(WUII) I .1.5 in I1.gdu;-Irir-I.anh I.:))m T's Ill JI IN ' -]I it, 138IN • 2-3-0 n3-11-12 _ _ .. ._. - - I Nlaterial Summary Bracing Summary TC PFI. las_ .1 - 'I'C Wrong; SheaVnJ a I'mlin, al i.3-0, I'mlill drip, Ix I ashen. 2\•2.J 2 12 E 4 P • ,76 i 1 5x6 ~ 0-a0 0.0-0 6-0-0 ' Loading General CSI Summary Deflection 1./ (loc) Allowed L,uJ 11TH 194-c'&; 1'10.:7111: •1C. :i(SK (I -'_I \hn Ck V. I6 in I.1 SS I.1 -h 1.t2 -P) 'I'CI.1.: n.K111.11 - W." 1.1.: Vin 1.)'r,)) 11-I1 1. 1.1(1) 1'1'111.: W R,•(, h0. h,cn,,<.•: 1:-s 1111,. V.lil id) Ihri L'k Vin - 10.'I.I.: II P01..: 1�9: - Casal, facer, I:a=3.V 10.' 171. 1'1'I.1111''-1'W„I'�i'Wngl' II'r.il ill) _ Reaction Summary 1T 11, 181 c h Rg WWI M.I ial WPI I' F \1' ll M" W , \la\ 1'i- r 11,,171 hl:i, Wlad Uliill h1a, U14i11 Mal I l,rix I I'in(WUII) I .1.5 in I1.gdu;-Irir-I.anh I.:))m T's Ill JI IN ' -]I it, 138IN 2 11 Wil (\@:111 I +.d'3.5 in Ilrpi:u-fir-h:uch 15, in I,W III - -.1 � ill -1 IN 0 I 0 1 11 Was (Wdn 1 1,: in 1lrpda.-firl.nnh 151- in '_•U - - - I Nlaterial Summary Bracing Summary TC PFI. las_ .1 - 'I'C Wrong; SheaVnJ a I'mlin, al i.3-0, I'mlill drip, Ix I ashen. 2\•2.J I0.' PFI. M_14'1 -inv. Sh-1 I"i".1ins ul 1.11\ Pulin,1::ipI l!� 111hen. n \V,N Loads`Summary Il'Ihis V,t:. hu. limon .l ip, J lir the cll,a,: di h. IV n:i hrl,rn eh,N li„ h.J IiIT dnd 21'Ihi.. mus has 1.and,,ipl Jfrlhe ellu.d„i,j1-t,m-L..-'iJ-,ASCIi7-IVl,�ith lhrliihncinglnr dlin.J in)aL IUlnyi, Wliume. ICN,n:m•C, P,dl) F. -I-4 GaWA lip, liulJing C -, P-\ 11 (1 = 1.o!l (h -JI ILJE Ilim: 2511 , (1)11. h - 511. I-nJ %,-'I'nns, lith .•n.l „ iu o -U i 1 IN q.= 1.111, cc Z-1 \\,.,E h 3 li. 11\hninnvn.t-W naieI-b.,g in acnrih-, ith 114: TaNe 111r. 111- I-- -Ij4,J .11 A2:1)INmning 11 ill' li,,I..Ihn.hi: vlliid V, lhr nl'c.Vuvnnl „ilh Il-.l:d h.nh. N1cmberForces Summary faNinLal..:hk:nlar0).nu,l'.l'I,mmail:Jfn.•,Ii:cnuVyr:lila•il.Lll'.nnlli......lavalfrecl r' ELL, 1+1 '),155 44 IN 11' V. st1 -39)IN 14' 1.1.1 VSIt 11.1 IN 1'1111') 1iiyT Notes: 11 \LnCR m,J 1 hu CR - the � ni,nl onJ h,ri'i,n,ul .UII-i,na ,6.• I,, li,c W:J 1i1n Ill, -1, u ny, n.•lii :d,l•II.Yti, n ,A.• I I, -.d kJ c: nyval as U•Il I.I. + (KII - U., I).•Il 171. in ca d-, 61h ANSI111'1 I. : '_I'11'is Inas ha. han da'ip,a1 n.ing Il,e pian Ilv,da•, d.11111 Ncnn. ') A,pulilr aatnl f el,r: Cq =1) S k ha, I-- -11&-d In the plate luhrd o•.i" .""k: ipl Fahievli-'lil,.w- i l"l,J N. the T.- AI:mW::envv 1, AHslrmi I -21:r S,dim 23,,:y m !)I•i-J,ci nJ lgCI1re 61111 W-11 a, Mw¢kS 0nle I-fillp. i1 R.uing nulaiul .h-, in IIIc ohne I.Hc hu: -Iy Ilan ch,clLJ fr-i.>I: ' l 1-6odm w pain. un 13- rol in&- lL nhn d: iM --U-11"I" BUTTE COUNTY BUILDING DIVISION APPROVED NRINOCIi A 71cgx dlhis d>ip, shall la• Iim,islnJ n, the enalia, eanrea,e 'Ihe.asip: dlhis inJi,i,Eul mn,. is h:aJm drip, criteria m,d rtyldnnrnn slggii Jh• Ihc'I'nws Alan Wunlver wil its Iqm the u,arn:hy Silnpsoll Sirong Cli a,i>s ,f the inf amnim sn linh M ,hc IinlJing Ix.;ip,n. A seal a•,his ,6n,cing inabwte.; :ux:gruncr::l p,iiTsiV,ul rn(inaring nTl•n.ailili,r sWdy h. Ihe,nns iruy.auu drip, sh.nan. liar the n.er ryp • unJ IIIc"nnP rtmn InhVanim & Gatcral N:xo' P:p f• uMli-.1 inhm>.-:inn. All unn,inr limo shall h• ncm,a'acuoiJ M• SilryxV, S-Ig4i• C'.qx y. Inc in oc,a.d:ncc,ri,h ESR -21Q. All nnn,anr Hulc.; n1e Jl enlia•. Iml,•.s the .tixilid Iimc .si>c is I101,, -d las• a "-IK' „hi,h ir_h-. m, is .., a dole. :x'So Ix•, ,chieh in&iiles a hiO, IS pl,W dale. . PDF created with pdfFactory trial version www.pdffactor r.ccom W PDF created with pdfFactory trial version www.pdffactory.com :.= 'Hanson Components, Inc. Truss: J3 Fera Da fedNu»e: 10Ss018s2:19:O0I'M ,;. 1>ige I of] Component SolutionsT"' INC. 1'11lss ku5t COM.PO yr s. . Version: 2017.4 [Build 31 M:nedal Database Version: 1562 Sp -,u, bitch Qty OHI. OI'IR CANT L CANT R PLIES Spacing WGT/PLY M-0 . 4/12 , I 2-3-0 0-0-0 0-0-0 0-0-0 I 24 in 22 Ibs 10-3-0 5-11-12 - _ - 5-11-12 . } _ 2 + 12 7 1 i 1 1 N d d 5X6 - j 1. ... :e. _,.3 .1 .0-0-0 • J 0-0-0 80-0._ Loading General CSI Summary Deflection L/ (loc) Allowed LanJ ILII Igdg l':.l•; C13C y116' I'C': a 5(1 C.It - 11.2s in L 317 (5-1) 1, 12-0 'ICL1.: 3) I111 1-511.1 10.': n 93(:n \C•n LL: 0(114, I. / W) 0-1). C1)I.- IJ ,lia•1+hlh line{,zc: ,i•,. 1@h: nwo l) IIaz CK IIm _ .. 10.1.h; n nrll..: I'_5 ::, l'nrp fun•q Fan=in I0. DI. : (,Ir'T(lnr\5'An 0: IPG.I I -7u1 Reaction Summary , JT 1'1• 19Ec 1 1ip\1'h1nr,W KIJ 11Z\cm Pb,K••, \r 6z-uprll U'\\itJIlldht M., 11101 tilos Ihd'r. II'in l\VIII I .15 in IL.•Qd:t;-firl.wih I.J in -u'_Ih: - .. -7111, -3111, lids IN •. : Ii W41 (\l. I 1.5 in I, l in 17211, - -'_71R. • 't 11, II II, l 1I.W11(\411) 1 3.5 in I>.gdas-fir-l:uah I,_,m 3111 IM. N'latcrial Summary Bracing Summary TCI)fl. ?: \d 'I'C R-ing: Sh,mha la. 1'.11, m 1.:11, Ihplin Il> -int h'(4hco', lA; Dfl, en \d ' I4C llr.wing, Sh-1-],. Ihdins a, 51'1. 14Oin &1i":h,• tn11- f r' Loads Summary Il'Ihi.. Inn; has h n dsi�tal r. a,a• euJls ,ec e+ to 11111.,11111 ch•,d li, -1,- 14,. &.d 1.w& 'I'll,is Inns ha: Irv, ,1,1)111 J h. the a•Ir,,:, 4,ind Iacal. in au nL.-111th .SCI:7 -10 t.i,h It,, lifl, .ing,nar.11in J inpe: I IU nydt ,dlh.—, lnp—, C, Rill, fn,h11J GuN,/l lip, lilih6ng Culepn 11 (I =Idol, (hemll lair Uimv .'.i Il c rri a. h = 1911. 131J %au-'I'nns, li.h end —4, —A& —1 I)VI.= 1.1+1. CC 7 11e W\ Lhh i A. - - .11 Minnm, snap: unit 1—fing inu:a•. Ll , wish 110. T.W 1017.11— K n pldia l •11 A2:11 - IN —in g pi -It lile I—I h-11— ulgdiJ llh, BC nnaonnt ,.ith l+nd. •. Nlember Forces Summary GNeinafiutaa:\kmh11].nuCSI. n.,.4.11i.cc.(nus'.rngcli.nil'lillinnlli.mnn'a�alli.cel TC 1a-1 0,355 uIt, 11a 0:551 42-111, I0. I :I 119"1 11' II , (-511,1 VM, Notes: 1111-,C'11w,d11—Ckun•the nnieal :mJ I-iz,nlnl al11arl4— 41 11+li"1J14ln0tic-1,nnq+nanr:dainlax:,i:11'WwalaJ heal 6,.j das D011.1. (K.- I71 1),11-1)1. in wnhna nhh ANSVII'l 1. ?) This tons has hen aL ipnd thing d1e Lp rn Itpnhr n,E.,i�11 f en.s. 3) Aqulil. —W f e11.. cal= 11.X! his 1-1 a114iJ w,hc plane Im-A nais,a..ealaiggt .•a1,r•.. t.s Ia a 21,1.1. F.Jdj,,,i.11 lid--, s,lar,d 111 ,h, Inns hlwld'anarr 1v ANSVII'I 1.21-lr/ Sac,im ' 3.6.9 - A11.ish ,I..inJ agdifl n•:ati+a.s N J+n A1N'FK1 t title I�culing 3)Il•:wing.—'-I sham, inthe ohne 11:Na• his lnlr h n d,.kd f,.lexis,1.m.:-1 'rl�rla6',tda nr fait , and d- na. i,4 .... ..Upuc. afnuta W Ali, aihn ala i(,+ —A,L-6—, , BUTTE COUNTY BUILDING DIVISION APPROV NOTICE A.IV f this chip, shall h• III,,khe l ro the —(h. eamrae., 1be &-,iLpt f thk inab,id d Inn> is t --d.0 alailpt muni, .,d.*—w .a",l d h„h, Inns hlmwr eno< d Mi. up11 ma• aa,aay Simpson Strong -Tie Company mtJ aangdocnaas d,he inhatu,i:n set hah Ix the lidhfing 1ksirpla.A seal at ytis ahmring indicates :n:cq,un«d'plf�siatal rnginedng nspnsiFliq sadch Ali, the,nes arty,,,,! alsi(pt sham,. Sar• the ,err pip mtd the "hly>nanl Inhmwli:11 R Ga,anl N..e,-" (vp' h, ualfiti:11ul inti,—:,,. All annacu. rima, Audih nwnducl� J M• Siny,�n S, ,g -'1'i.• C ... q—y. Inc in uaca W— teilh NSR -271- All 11 dotes mr 31 uaLL'. mtless the s r,:ilid dale size is f dhmrrl M u "-IX' .ehidl inai:una m, IS •ter• duv, sr'Su IX', aahieh inafiu,es a hi , nnsim IS 1 t - +!ale. W PDF created with pdfFactory trial version www.pdffactory.com Reaction Summary Hanson Components, Inc. j,r W[l, Ityc L, I I, " war ; Mal '.l 114P Ity kki'th TrUSS: J4 \Nu, tjlqill \I;.\ I l"". I I;iI (lWl) 1 3.3 in L�i I in 3 --2_11,: I -P) IN Pt-ojel Millie: 3088biggs I ') t .2-, lln -7 It. �11 4 11 R.1 .1.3 i � . \,: � 4J -::i h 5 i 3(0 11 Dal e: 1/2/268 2:19:00 PM iMaterial Summary AA 12 I orl. Component sohitiolls"'I 'MUtsn 00-0��, I. INC. Ili ilins t.-. I ip'l� vkio DIA. S,d1SW 1W Tniss 12. Vei-sion: 2017.4 (Build 31 11. the dl'w, d,cind had. in :.—k c, ,rid. ASCE7 - 111I WI IhI 11141—i.lo &-fil-I 11011411 111d..Wl. I"All—I C. kdlr F-1-1 Material Database version: 1562, G.tl Ili lit, ltdkfing Ca"I"y 11 it - Mil, Din. 25 11 SO, O. II = 1411, 1-�,d 6— T.—. 110, -d —)n —,i& --I 1.01. CC Z-, W.Al, 3 It =0-1,11 .1) plini.n'-m—w ; w 1—b.,I; in h— ,kh ilk: Ibli, 1.117.1 has 1—�aIlii,d L SP,Tl Pitch Qty ofl-01-IR CANT L CANT R PLIES Spacing "IGT/PLY 8-0-0 4/12 1 2-3-0 0-0-0 0-0-0 0-0-0 1 •24 in 30 lbs .3711, 10.3-0 2-3-0 4-0-0 Wil 12-4 1.11 -Sit It, 4-0-0 7.11-12 Reaction Summary j,r W[l, Ityc L, I I, " war ; Mal '.l 114P Ity kki'th \h P.-, Nbs, G,av ljlqiil \U, W.,d 111111 \Nu, tjlqill \I;.\ I l"". I I;iI (lWl) 1 3.3 in L�i I in 3 --2_11,: I -P) IN 3 1 K 11 - L= : 5,1i:: .15 1:: : I ': :)) I ') t .2-, lln -7 It. �11 4 11 R.1 .1.3 i � . \,: � 4J -::i h 5 i 3(0 11 iMaterial Summary Bracing Summary 12 02 Ili ilins t.-. I ip'l� vkio DIA. S,d1SW 1W • 12. 10 Int 1— 6-1 It,, 1-d pl—Ld kAi. 11. the dl'w, d,cind had. in :.—k c, ,rid. ASCE7 - 111I WI IhI 11141—i.lo &-fil-I 11011411 111d..Wl. I"All—I C. kdlr F-1-1 4 G.tl Ili lit, ltdkfing Ca"I"y 11 it - Mil, Din. 25 11 SO, O. II = 1411, 1-�,d 6— T.—. 110, -d —)n —,i& --I 1.01. CC Z-, W.Al, 3 It =0-1,11 .1) plini.n'-m—w ; w 1—b.,I; in h— ,kh ilk: Ibli, 1.117.1 has 1—�aIlii,d L 4) A2:1111nnxning IliM lild 1,-0111 1 1-1 alj4i,,i In the 13C --.—,pith 11141 Lk -3d 1-LI1, tMember Forces Summary LN, i. I'lenn!" 11). 1x4 I 333 4811. 1.2 0.(,6 .3711, 2 Wil 12-4 1.11 -Sit It, Notes: I I Wn CR ..d I hv. CR a—he —i -I md I -i -nal &II -i-, d. 1— hW li,ts Ili,0',L-11wi- dI-kad kJ 4,-1 1),Iij.i. I (Ko 1) 1),-tij)I. in 1) rhi, Inns h I—, Li C,I= Wo t has '--I ajowt-u rue h,,,,d,,, . 3)% F.hkali- To'-- M-L'It-l"T"is, O ANSM, IP S,,Ih 1, 23.6.9 5x6 41 LisI„1 i.d,q4iII —i-' N -j- &MVP -S (h.ly haling 'l-," in the t,— J—Wdfi. —isl.... 1,-q,.,,b,,d. I,lpain.6, 'd - 5 2x4 r. O -D-0 0-0-0 Loading General CSI Summary Deflection Ij (roc) Allowed (1,,1) 114' C"IL.: Clic 3110 TC W., CR - ICLL 3' ' 11 11:014.11 1111 1-34-1 Wn 11: 11111 in UP 1. i')17 1, Oat 1 1. R -Ml, b...—: Ys wi,: 0.1411-11 I1 -CR: 0,01 in 4 2 L. 1) 125 % C—Il Fw,,,. Ko P 3 1) �v ICDI.: 7 111- 01T. -I Owx.Y.Ang) 121.).341,161 0:(•11O-Klco Reaction Summary j,r W[l, Ityc L, I I, " war ; Mal '.l 114P Ity kki'th \h P.-, Nbs, G,av ljlqiil \U, W.,d 111111 \Nu, tjlqill \I;.\ I l"". I I;iI (lWl) 1 3.3 in L�i I in Sp IIs -23 1 K11 --2_11,: I -P) IN 3 1 K 11 - L= : 5,1i:: .15 1:: : I ': :)) I ') t .2-, lln -7 It. �11 4 11 R.1 .1.3 i � . \,: � 4J -::i h 5 i 3(0 11 iMaterial Summary Bracing Summary 12 02 Ili ilins t.-. I ip'l� vkio DIA. S,d1SW 1W Loads Summary 10 Int 1— 6-1 It,, 1-d pl—Ld kAi. 11. the dl'w, d,cind had. in :.—k c, ,rid. ASCE7 - 111I WI IhI 11141—i.lo &-fil-I 11011411 111d..Wl. I"All—I C. kdlr F-1-1 G.tl Ili lit, ltdkfing Ca"I"y 11 it - Mil, Din. 25 11 SO, O. II = 1411, 1-�,d 6— T.—. 110, -d —)n —,i& --I 1.01. CC Z-, W.Al, 3 It =0-1,11 .1) plini.n'-m—w ; w 1—b.,I; in h— ,kh ilk: Ibli, 1.117.1 has 1—�aIlii,d 4) A2:1111nnxning IliM lild 1,-0111 1 1-1 alj4i,,i In the 13C --.—,pith 11141 Lk -3d 1-LI1, tMember Forces Summary LN, i. I'lenn!" 11). CSI. I-, -Wf—, fi— 11 11-6 333 4811. 1.2 0.(,6 .3711, Wil 12-4 1.11 -Sit It, Notes: I I Wn CR ..d I hv. CR a—he —i -I md I -i -nal &II -i-, d. 1— hW li,ts Ili,0',L-11wi- dI-kad kJ 4,-1 1),Iij.i. I (Ko 1) 1),-tij)I. in 1) rhi, Inns h I—, Li C,I= Wo t has '--I ajowt-u rue h,,,,d,,, . 3)% F.hkali- To'-- M-L'It-l"T"is, ANSM, IP S,,Ih 1, 23.6.9 41 LisI„1 i.d,q4iII —i-' N -j- &MVP -S (h.ly haling 'l-," in the t,— J—Wdfi. —isl.... 1,-q,.,,b,,d. I,lpain.6, 'd - BUTTE COUNTY BUILDING DIVISION Arr"PR"VED MY ICE A.1y4thi, LLip, Anil ll—ksipi.fffii, M—d— -'-'Y I Simpson firth byffi, I1dhb.pI),1ip..A 1.1 - Oi, &-iiii; infiwe, u,mq,unec, fl,4-4-1 -&—ing —p-NIi,y,,4dy fi, &,ip G.—I m-- ryI;, fi. All ann,aur rj­1 lhajl K' illd.--d M• Si.q—I SI—p-Tv C-q—y. Inc i. —h— 61, ESIZ-27f, . All unn,�ur 31 Ih-q—ifiLd,4weI, I, lAI—W 1*. W' "hid, ind— - 18 p— [4.1, ,r'SO K. ,hich in,hules . hid, -A- 181;1,.• r4ule. PDF 8w— PDF created with pdfFactory trial Version www.pdffactoa.com C PDF created with pdfFactory trial version www.pdffa6tory.com := Hanson Components, Inc. TriLss: JS T P1'oject N:unc: 3088biggs Dale: 1/2/2018 3:19:01 PM - f P8L_f: 1 Of -I COI11p011eol SolutiolISTu CnM:rt INC, , Tn1ss leuxi E—N • ' Vcrsion:2017.4 ]Build 3] Material Database version: 1562 Span PIICII Qly OHI- 01 -IR CANT L s CANT R PLIES Spacing WGT/PLY 8-0-0 4/12 I 3-3-0 0-0-0 .0-0-0 0-0-0 1 24 in 33 lbs 12-2-12 _ 4-0-0...._ 4-0-0 .._ ... .. . _ _ 1-11-12 _ ..,._400 .: _.. .. 800 4. t .. 0 • 12 I 1x4 \ 2 . o .. _. 5x6- } _ r r 2x4 \ 0-0-0 - 0-0-0 - • 800 Loading ' General CSI Summary Deflection. L/ (roc) Allowed I—d 410 IC,Ig C.,C. CIV 311(V I.C. 17,61 U') t - %i CK 1. in I.1 (S -Il _ "/2.01 31 11'11-3111 Ill': 11AIISII I.L.\EnOinUP 1•/9)1 (34) I. CI)1.: '14 Iiel+\Cr L,cnasc: \'cs W., 01)1_-5) II—CR 1101 ill S -11('1.1.: (1, 1)111..: -12.,% Cnl+fua,v. Acr=31) IC: M.: 7 . I'Ime 011. is 11.,1:X. 1'An gl' - il:(.11-7171 (2:I413-II1l.I I>.(.+Lix.11i) 1 - Reaction Summary Jl' 'r1 leEc il IIll; WAl APi ''I' 1"1.11!, wall nr.Ni,11114'li 1,11u1plill 81:171Lrix I I'in IW1111 I3.3 inlaay9ns-fir-I.wch 1.31 in 491 I1, - - -1411, -1411, ill) IN - SIIWiII\\UIII I .1.5 in ll,toas-fit-I-:uch I,?1in 35-1 It, 111M 311 Wi11\V ID I 3.3 in Uvglas-Firl.areh 1.519q 36111,.• .:ell, -Se It, lilt, .I Id R,II IX!'411 I liin Ilrydnsd irvl,:ucl, 'I.vein 3111,: OP, lklaterial SummaryBracing Summary '1'c DFh d2 \4 . . TC Liiwin@: Shculhal a 1'Mins .1 (.317, Pullin ,hip, Iv ( Ilhws. , IV n:. it N.1 IC: 19aeing: Shemh.J.r 1'lvlins al IluW 11,v1in ,"sip, M• Iml-,, - \ki, nFl. SIJ+S1.0 NI • - Loads Summary Il bis Ines hu, I—I,hip lGr the caleisd 1, IO I,l li,e LuJ ph. &uJ 1-6, '_)'111 is Inns has L�•11 ,L: ip, 411. the cli cls drcind ImJ+ in x,anlu,m +rilh.\Sl'II- l0,cill, the Iln,,ring m.r .11in.,l inl+a: I IU nyi1 ,Jlinum, Gy„we C, f1Jlc 1�1ch,a1 fuMc/I IiP. IiulJinp l'wcpn II II = 11,11, I)ii,all ICJ, Uim<'_i Il x'(17 Il, h = 1517. I:nJ %1uc'I'n,s, Ii vh c1iJ ,celw c�.l..i.l..,I. DOL= I.i,1, l:C 9 ne 11iJ1, 311 31 Alin' ,.u,rap� unit Lv.ting in w.,nku,w•,�ilh 113(' loNc 1f117.1 has hen, anti J .11A=+111,nu,ing Pim li,e huJ haehnul+liiJn+Ihc lAl ancwnm ,cilh ,cha d�wl Lula. iMemberForcesSumman' faNcimhula:AklidrlD,nu>l'Sl,masliSallin•.,(nuscmq..4aril.till'clvuli,alnuluSalGrccl 12 0"13 -019 IM 2.3 O. IN; .11"1t, 13.4 11,146 -.16 ll - I1C' it II WI :Re II, (-15111,1 1k1, a_ -i Notes: II\C1, CRw,J 111, C'Han-Ihc -icul wW h,61-1.1&11..,i,ns,E.•I�1It, c1,Id 14 -the a«•Puny+.nnl,�i&II-i-h.•Iu.luJ LnJ anq.wd la lll.I. 1(I:c1.1, 1'k�II DLin ,k mx ,ill, ANSI/IPI 1. uv l !his 1n,,s his K—,hip, J „sing ,hc pc.n hvnh n,lv:l i,u faa,v.. 3) A,pvdin• an,nl IhCnr. C'y = 0.a1• has h n algiial m,hc plate Im rel n,i;I:wcc d,ipl mhe.: Ivs.J m n 31 := fuLicmiln lilw:n,ec sd.,:1. l tv all T— Mwudai:nnr In ANSIImi 1-3117 S.Ii- 2 3,69 r 411.isi J,cind ugiill rc 6-, 1'.-d- &MVPS only kanp. j - it Ilwinpnumaialsh,mn in 'I., lesimw-17,11',,&ud:u Iupain,m,JJcsmy inJi.atcwl,p-y,l'nwlaial 6- 41- a asi,l.1h.s.. . 4 BUTTE COUNTY BUILDING DIVISION APPROVE® NOTICE if lhisin,ti,ihd m,s.isLip, ,imi.—Irt,punnxnls mnli.Jtn•Ihc'fnns M—&-- -1.0i. Ill—theau:,Q:ny Simpson Str011g-Tie COI11paily w,J,xv,giaa,ss dIhc intin-i'mse,Whk Ihc 11u1Jing D-ipnT.A scut,u uis,h—ing inJiemcs xroclranee d'pdhsiu,nl r0—ing—pnxiililesully lir Ihc — avy,nan,L:ipl A-- Sl Ihc l—r p1E •• unJ Ihc "L,ynnnm h,f minim fi Gmcml Mvcs” 1vE• h. aMlilnul in funuti;n. All ,arIlnela 14.1—lull Ic.—dick J M-Siny,m Slnnp.fi• C1ngw,p. Inc in wxanl—, ,rilh ISR -2i(.. All ann«ur yma un -31 - um less the stili J lmesin- is f1Ln,.J M' u' -IK' n'hich im6cal., w, IS PWl- mc. ,.-Sa Pr. ,'hid, in,Gcaics n hio, tenant, IS •,- C PDF created with pdfFactory trial version www.pdffa6tory.com W PDF created with pdfFactory trial version wv/w.pdffactor\/.com Hanson Components, Inc. Truss: J6 HTC1Project Nwne: 3088biggs Date: 1/2/2018 2:19:01 PM P:Igf: I Of I Colllpollellt Solnlion ST%I 160414S®N Govroaae...n•Y.1NC: T nlss RUY`J Version: 2017.4 (Build 3) Millelial Database Version: 1562 Sp:ul Pitch Qty OIiL OMR CANT L CANT R PLIES Spacing WGT/PLY 8-M 4/12 I 2-3-0 0-0-0 0-0-0 0-0-0 1 24 in 35 lbs 14-2-12 2-3-0 4-0.0 4-0.0 -. ._. _311-12 - • . ; - i .. ___. .. .4.0.0 g-0-0 11-11-12 4 l I y 12 1 4i_ 3 1 . 1 1x41 c ! 2 N j 1 O I - . 5x6 - 6 •, .. .. 5 2x4 1 0-0-0 0-0-0 . 8-0-0 Loading General CSI Summan'Deflection L/ (loc) Allowed Lmd Il,p 1444 C,.l : Cl0.' Jnr.' TC ; 061 (I--) \0n CIt 0, 1.1 in I, / rh;a lin 1. / 3Y) 'rcu.' 3l '11'11 -Jill I0. :- Ii. vl lS l) \C•n I.I.: Il in In' I.I W) 1 11 I. I:+11 'fCPI.: IA 11,1, Nlh lnmease 1:•. \1ii+: n I'_ t'_ it 11-i CW (.01 in . R., 1. ; 125-11. Cnq+Faem. K,. = 10 1C A.: 1-1am (la+a. IhWXY. y) (1:&3.00) 12:,u0'4116.1 UupL}RIi.1 Reaction Summary J'1' T 1 - BY l' J. Ikg Nidh Nk n iul W)I Ity %Wll %lax Brad %la, lirec 1114i1i %las \kind uliia %las 111611 Mus I hi, I I'in 1\VII) 1 3.5 in Ilrg9a<-Pirl.:uch 1.91 in JVt lle -711111 -7 It, 7111TH i I I Wil INillll 1. 3.5 in 1.91 in 334 Ilt, - - - 0It, 311 Wil IW.dO 1 3.5.n 11.O9,4:i1-1-h I.9r in 32511, - ++111, 41)11, OII, •1 I I Wil (Hidn 1 3.5 in Ilxg9a.4 i1-I.:ach 1.`0 in Will, - -I'1 IN :1') II, 1111, ` Nlatcrial Summary Bracing Summary 1'C PFI. fn 241 TC ILaci119: S11­11.1,1I'mlin: al i..UI. I'4ilin &sip, 1.'Offil- IC' DFI. H2 \.1 - 10.' lk.6ng: Sh.•all-h, 1'Mins m 11 4!, Pwiin &sips ln• fhh.» Wl• PFI. Shi SnU \.1 Loads Summary D'Ihis Inns has h n 4L�ip1 J 1.n Iha ellleu 4Ec 14� lu 1111'`111,+11 du.J li+eilh SCJ 7 1 _1'Ihis Inns huz h .r ,l.ipl.sl Lr the ell:�l. i11'a'inJ La,k in ;ntia++Lrnu• 41;11.\SC'1:7 - IU.,'ilh the 1;111,;119 mu',k•lind in1.Y: I III nyh 441inenc, I:y+,- l:. 1:441,I:ncl„..1 ' (ialdr4lip, IiohG11g Cmcpy11(1=I.(%0-.'ll 14dp Din" 2_5lt.;21))11.h=130. 15W %nm'rnn;, 1;,h end md, at i.l-1Dt%.= I(0, CC h- R54hh 311. 31%Gni anmp•auic Hing ina-d-,.,ill, Ilii: TNc 111);.1 has 1-•, an1k41 41 A 23)11, .-in g pini li.c h.,11- I-1 u),4id m the l0.'-oe.mtnl 61h ,+h.r &.d h -k i\lemberForces Summary IhNein.G.al..:%'kn4-lU.ncn'C'Sl.nu,.,:.lne.lncn'c,npf,,- ifJilGvnli,4nnuSam.1IIce) 1'C f l 0,355 4S It, 1' 0.r/i; ara It, _ 11.111 .bYrllr: :J o9r-1 -531M lil' it O.SYI 41111h< 1-111)111 k\a, 2-5 0.13) _RS It, r Notes: •` 1) W% CR .,J Ii- CR un• the 0i'M m,lh,.izallul d•0-aiau,iro,I-I-J1C. the encp uay.aon ol4lnmliul 0. ln4had I,W "4."1 a.. DA I.I.*-(Ka-IIX-Il Dl.i. mob' a'ilh ANSI/Il'1 1. ]I lhi.. mss has K- 4L ipl J ming the pnn hmlh -h6- limas, y anm4 60" Cy = 11.N). ha.+ tin ulgfinl m the plmc 1.1-1 n.ism:ec 4Lsip. ral-•.+ KL -1- a 3)% Fal.icmim'IHrnmcc scl.cld In' Ihe'rnn.. NUldacnmr Iv 3) A,puliti ANSVII'1 1.3-17 S. Im. 2 3.119 J) I.istd.rind g4in -Ii-, 1-1- 11NPP6 Chrt)• 1-1.119. l Al-., in Ill, al.ne wHe ha. ,111) 1-, ch..kd I:. m>isl:m.c 11q -16M. lu pain.: 'd J" 1111 m,li-, a,l p -pi nnaial h+ M- 4l: ipr nosi,C -Inns BUTTE COUNTY BUILDING DIVISION APPROVED ;711'1ICE A1,jF4,his&,ipl Shull Iv lim.ishd In ffi,-li,n c,11��.n:ur.'Ihe,L�ip1 ,9 Ihi.+in,G.i,Aul Inns is 1---7411&,ipl emcria and -Ild lw�nls.4g1#iJ ty the Tnns M.,dilg-wd.1i�..q-n1.•n.t4P Y Simpson Strong -Tie Company mlduayichr�v.+flhcinfil-ii,.l.elhnhhrlheliulllinglk,ipl-Ai,.l,nThi,d-inpinJemcs c-1.ancenf).f.,silaal-pl-•ring-1•m.+ilili'yx,ddr hrlhclni-q"-lZipl.h,n,n, slh,o- Nk': ,d Ihe'hly. rt;ml h.hmmli,a R (hneml h..>'ryp-tir u,lGli,nal inf nluli:n. All ann.cl,. lial.s'shall 1,--d 'aeli .I In Sinp,4+l s. -p -,r:• c�. q -y. Inc in uuan6nn•..i1h 1iSR-227(0. A11 nnn.cn+ g:n.. me 20 1 .mle.+s the s -ili d dale.A, is 1AWWM• u"-IW.rhich im6.1,, ml IS ea.nc nm. ,.'S@ 1.'C. .,hid, in,Gulcs a hi 1 mnsim IS • um me. W PDF created with pdfFactory trial version wv/w.pdffactor\/.com I 12 anson Components, Inc. Hanson Truss: J7 CS1 Summary HTCy Allowed Un,l (1 11 Roject Nene: 3088biggs 3 - - 1x4 1 Dale: 1/2/2018 2:19:03 PM W., I.I.: Din UI' I.1'ril ti -I) � 'I'C A.; I4 5x6 - PBge: I of I Component S01116011ST'11 �" `� OIc CI,,—Y-INC. .11.111-.: ICY C'n q, Pun,r: F:n=111 , _ � nlSs I'latc ollr,•1. 1401:\ \'.AnRI: Version: 2017.4 [Build 31 6 i ' Reaction Summary M nelial Dalabase version: 1562 Nb,IJIaill nh.n,r;r 5 .311,276Ilk 5 11 Wil (1ti111) IIl+yuan-Fir-Lawl. I +1 in 351 II, (III, Sp.m Pitch Qly 01 -IL " 01 -IR CANTL CANT R PLIES Spacing WGT/PLY 8-0-0 4/12 6 .. 2-3-0 0-0-0 0-0-0 0-0-0 • 1 24 in 361bs , Ix:I1FI. 4' 3\•�I IC Ib=,g: Sh,':nh,•I .r IYviins a1 11uu1, I'Iviin ,L'sip,l Iw• fhhns. Loads Summary 1111,is 1,,.,has h" dsip„1 lir We elf,cs eEe w III 1,1'hll-, 6-1 li,v I, W I+,,d,•n,l kdi 4_11-12 - • 4-0-0 8-0-0 12-11-12 4) A 25)11, 11 -in g Ili.' li,e I -d has hal a114id a, ILe IV a,um.,urilh- I 0-0-0 - 0-0-0 12 r I Loading 4 CS1 Summary Deflection L/ (loc) Allowed Un,l (1 11 Itl.4 C„l• : CIV 3110 3 Wn CV, old in 1,1633 (5-11 Lt 2.4) - 1x4 1 ` It: 1!:11(5-1) W., I.I.: Din UI' I.1'ril ti -I) 2• 'I'C A.; I4 5x6 - h' l' -C,5) lkn II, re Clt 0.01 in 5 IC11: 11 .11.111-.: ICY C'n q, Pun,r: F:n=111 , I Col., 7 I'latc ollr,•1. 1401:\ \'.AnRI: I l;5- l.I-],11,1 12:M1_: -I I.Il.1 ISi.l 6 i ' Reaction Summary IT $111 11gGnd„ . 14gNhhh h12l„;:d 1140Rgwim, nla\P-,,t h1a.cln,'ulyal MI. WadUpl81 Nb,IJIaill nh.n,r;r 5 .311,276Ilk 5 11 Wil (1ti111) IIl+yuan-Fir-Lawl. I +1 in 351 II, (III, 2x4 1 0-0-0 - 0-0-0 8-0-0 Loading General CS1 Summary Deflection L/ (loc) Allowed Un,l (1 11 Itl.4 C„l• : CIV 3110 W: 0.610-2) Wn CV, old in 1,1633 (5-11 Lt 2.4) - 'rC1.l.: 31 11'11-3114 - It: 1!:11(5-1) W., I.I.: Din UI' I.1'ril ti -I) 'I'C A.; I4 R.•p bRr lncnasc. •1Fx h' l' -C,5) lkn II, re Clt 0.01 in 5 IC11: 11 .11.111-.: ICY C'n q, Pun,r: F:n=111 , I Col., 7 I'latc ollr,•1. 1401:\ \'.AnRI: I l;5- l.I-],11,1 12:M1_: -I I.Il.1 ISi.l l_5- V. lfil ' Reaction Summary IT $111 11gGnd„ . 14gNhhh h12l„;:d 1140Rgwim, nla\P-,,t h1a.cln,'ulyal MI. WadUpl81 Nb,IJIaill nh.n,r;r I I'i11(W1n1 ' I 3.5i.,Ik+has-Pir-Lash I. 11 ill 481it, ,. '.3 11, .311,276Ilk 5 11 Wil (1ti111) IIl+yuan-Fir-Lawl. I +1 in 351 II, (III, 3 II Wil (\urn I Ilrgyas-Fir-h:uch Ly1in aid 11, AS II, -7811, oIh d II It W1111 I 3.3i.,Uryias-Fir-L:vch la) in 13511, - -3;11, -3;11, 15-11 iMaterial Summary Bracing Summary 'Il'1)FI, a' \J '1'C' wil,g; Shemhd �r IYulins 011...1'1. I'Iv lin',\sipl lw' 111IIc1. Ix:I1FI. 4' 3\•�I IC Ib=,g: Sh,':nh,•I .r IYviins a1 11uu1, I'Iviin ,L'sip,l Iw• fhhns. Loads Summary 1111,is 1,,.,has h" dsip„1 lir We elf,cs eEe w III 1,1'hll-, 6-1 li,v I, W I+,,d,•n,l kdi 2)'Ihi.+Inn. II I—, LipI,,d Ii. d1ce1licls ,f„ind I—k ill —Lf -1,. in: ASC'1:7-11-id, 1h,•fAl—ill mn .L -fn Jin 1,1. IIU hy11 Jlinum, I:�„Ive l'. Fldl,•InJ�,,.l 1.5-014,11 Iil,. Rzil,hng Cun'pn' II (1 - 1.0)1 I I_.I1144, i)i_ 2511. ('111. h = U Il. 1?nJ % n,''I'nns. 1111 ,'nJ „YI, .—U—l Ili y,= I.(1), CC %-e Wdl1 311. Hv r.I hu. I«•n nl,ii,d ic horg in.—A—, „i,h ILV 1elir. 3) Mini--ll-q.' n0din , 4) A 25)11, 11 -in g Ili.' li,e I -d has hal a114id a, ILe IV a,um.,urilh- iMemberForcesSummary faNciniteal,,; \kmh, 111, nu. CSI. Ina\u.5-411+c.,i,nu..Iry. Glee ir.Glli'anl li,rn n,a. nvalfn,'1 'rl: (I 0355 -NIM 1-' OfGi' -15; It. 0277 -15511, 3-1 0271' 4511, Iti 5-1 0.83'1 sot lM 121511,1 - M, 12.5 0.117 41611,” Notes: I I W„ CR wI,] I ha CR me the ,u,iul wld hair n,al &11.6— ,Ac ,n li,.' 1,-..d 14'. the —I, —q, nnLad Wd Hagan J (I:u - 11, I), -II 171-m n„b0'5-11 ANSI(1111 I. 2)'1115-, n,ns ha. I—, ,L ip,d ming the p— lank. n+h.'1i,n Ian,,. 3) A,pulilr —wil Ilia, C'y = 03k has hen ;g14id m the PIv1e bl—I-i;Iu,ec L'ip„ ,,hes I.—l- a 3,% Fuhicmiw, 'M—nm ;chci d ly d,e'I'— M— i.lmu I" ANSMI'I 1-3117 S,ctin, 2:.41.11 .. 4) LishJ \rind lg4ia maelin,x IuaJ m 11AMFRS i h,l, I—frog. 5) Ruing—mial sh-a in the ahwe (aW has ,,I) 1— JI,,LLd fr —islma' p,pn,ticJal wpvvin, and 8c> m, imtinnc 0.atpu,'e dnunlial f. nhn ,L 5-p„ n,si.l alis... 4 ' I BUTTE COUNTY BUILDING DlVlwl'01\1 AP"PRON 'E" MAICli Aa,yll'lhil,kipa, shall h• rmniand l,Ih,• u,clic, nn,rin,Y. 11—kipflhi,;n,tid,hnl I— i, hld,n,Lip, n;n,ia;a,dn•,pun„w•Ils gj4iJ1.'—I n'ri., ,y,n me:1«In:nr Simpson Strong -Tie Company w,d u,glem I,,, tithe inf-wil, sn f,h twill, liuhting Ixsipv,n: A seal.,, this ding indie,es :ucq,anee,d'p,f•ssimul rp4neaing mspsiFlily sulde lir the Inns nuynn,n d,ip, shore,. S,c the aur ryp• w,d the blq—.11 Inf,lmim & G„eml Nlm 'rypm l5- ad.lilimal inf„aria,. All,a+,n,tn+lim„ Aall lvnxv T--] N-siny,a, Sm,p-1'i• C„q—y, hu' in aw nLnm 60, 65R-271,2. All --1,, Jams are 31..... m,lcas the sncili J time A. is 644l, ... I h.' v --IS' nI,i,h imticros w, Ix ww plme. I. -Sq K. Oieh in,hcnc. a hila, mnsil, 18 olt. Bale. - PDF created with pdfFactory trial version www.pdffactory.com 0-0-0. 0-0-0 Loading Component Solutions'.. Truss Version: 2017.4 [Build 3j Material Database version: 15621 T�6 4 O '.USO� CQ..�FNTx. INC. Deflection L/ (loc) Hanson Components, Inc. L ­j Truss: si I Project Naine: 3088big,s Date: 1/2/2018 2:19:02 PM Page: I of] -IC. Spar) Pitch Qty 01-1 L 01111 CANT L CANT R PLIES Spacing W10"I'MILY Wa I'l.: 2-M 4/12 1 2-3-0 0-0-0 0-0-0 0-0-0 1 1 24 in 9 Ibs 10.'I 1'.1111 F.I­ K" 3.11 Will. 7 0fl'­s,Jn,:N,)'Anp) Reaction Summary JT 'R r. lip C' 6, 111 %kiffll Mamild I"p No M. R ­l 'NW, UlAill M., Wnd 1111ill Nu, IJ14ill MINI h114 I;i., (W.11) 1 3.5 in 1.91 in 321 It, -W 11, _W it, 11811, I 1L41 OMWI) 1 3.5 in 1.37 in 5311, .211, -2 ll< o lle II MI!\1911) 1 3.3 in 1.31 in .17 Ik .3 lln .17 N, !l lln - I 'laterial Summar` Bracing Surnmary 12 .11Cp IV laming; sh'all­]1., &31j. Nfl& in 'ip, Ip Ir\' It: I IV I4.6"P: Sh'.0l'A" N.H., 'L'ipl 1r (hl-'. W1, 4 A 2_)11i.; I— ba, l-, fi. the h-6 in -W'. ill, ASCO. i0mill, the &finJ inn- 111) .,q1i dlinu,. INI­­ C, hdh h1d,­d N G.WA fit, RulLfing C,,,Llly 11 II= 10A (hl -ll 194 N- 2:111 , (1) fl. h = 15 It. 13,d Y­,T­. 110, nd ,J, .,,,iL,,-J 1), -1.= U,) CC WILlill 3 ti. \Iininutln uic Leung in -W" "ill, IBC ' 14H, V071 h. t,,., .11AW 4 A_:1) zinning 1, ill, lh„ I-d Il . K- .1,4 i,,l the I 4C ilh , 4. &ZO I,W,, tMernber Forces Surnmary 'I'C 14.1 03% IS IT. 1031 - ?J9Ih< 5x6- 10. 1.1.1 01.12 N6 Ill (461 11'.11 \Kln Notes: 1) kb,Cl R -d I I. CR ­ lb, -i,.1 ..j &tI­i,­ b. I,, li,, kJ,C. Ill, b. 1-.d I-t -4-,J Ileo -I.I. K�. - I I 1111-1) 1 )I,i,l ,ill, ANSIM-1 1. I— has K". &'it""I ilq Inc L-' U'll" 31 A,plill ..-4 Cq = QRk has K- rbu, ha -I -im­, Lip, h,.I,,, a 31 % U-- s0 ­W * Ill, rn., M­lIkun, 1,, M\,sirm1.3-17 S. 2_3.6.9 4) Lkwd " ind qC11 I-d al MAFF-S I Wy 511 suing normal Al-" in the uh ­aH, 1, . ­ly I-'- ch -W G. I"ye.uhM. h, twain. Id n., inkaw fi, do &sip 0-0-0. 0-0-0 Loading General CSI Summitry Deflection L/ (loc) Allowed L ­j 144. C'&: CK: 'I)IN -IC. Wa CR Din 1,1 P) 0-11 I. 241 I C 31 '11111.311.1 Ili': 6.I.10.11 Wa I'l.: I 0171' la N".1 kub., 0,01(l)11'.. CR- 1)in 3 10.'I 1'.1111 F.I­ K" 3.11 Will. 7 0fl'­s,Jn,:N,)'Anp) Reaction Summary JT 'R r. lip C' 6, 111 %kiffll Mamild I"p No M. R ­l 'NW, UlAill M., Wnd 1111ill Nu, IJ14ill MINI h114 I;i., (W.11) 1 3.5 in 1.91 in 321 It, -W 11, _W it, 11811, I 1L41 OMWI) 1 3.5 in 1.37 in 5311, .211, -2 ll< o lle II MI!\1911) 1 3.3 in 1.31 in .17 Ik .3 lln .17 N, !l lln - I 'laterial Summar` Bracing Surnmary .11Cp IV laming; sh'all­]1., &31j. Nfl& in 'ip, Ip Ir\' It: I IV I4.6"P: Sh'.0l'A" N.H., 'L'ipl 1r (hl-'. W1, Loads Summary 1' I1.i, ..s h.- &, b Iip­1 6. the 'h. ", I. l4."'n 2_)11i.; I— ba, l-, fi. the h-6 in -W'. ill, ASCO. i0mill, the &finJ inn- 111) .,q1i dlinu,. INI­­ C, hdh h1d,­d G.WA fit, RulLfing C,,,Llly 11 II= 10A (hl -ll 194 N- 2:111 , (1) fl. h = 15 It. 13,d Y­,T­. 110, nd ,J, .,,,iL,,-J 1), -1.= U,) CC WILlill 3 ti. \Iininutln uic Leung in -W" "ill, IBC ' 14H, V071 h. t,,., .11AW 4 A_:1) zinning 1, ill, lh„ I-d Il . K- .1,4 i,,l the I 4C ilh , 4. &ZO I,W,, tMernber Forces Surnmary 'I'C 14.1 03% IS IT. 1031 - ?J9Ih< 10. 1.1.1 01.12 N6 Ill (461 11'.11 \Kln Notes: 1) kb,Cl R -d I I. CR ­ lb, -i,.1 ..j &tI­i,­ b. I,, li,, kJ,C. Ill, b. 1-.d I-t -4-,J Ileo -I.I. K�. - I I 1111-1) 1 )I,i,l ,ill, ANSIM-1 1. I— has K". &'it""I ilq Inc L-' U'll" 31 A,plill ..-4 Cq = QRk has K- rbu, ha -I -im­, Lip, h,.I,,, a 31 % U-- s0 ­W * Ill, rn., M­lIkun, 1,, M\,sirm1.3-17 S. 2_3.6.9 4) Lkwd " ind qC11 I-d al MAFF-S I Wy 511 suing normal Al-" in the uh ­aH, 1, . ­ly I-'- ch -W G. I"ye.uhM. h, twain. Id n., inkaw fi, do &sip BUTTE COUNTY BUILDING DIVISION -APPROVED mi no; A. i'll1i, k,ip, 1,.Il Il. i,h,\i h, —Ii- -1-1- 'Ibe &,ip i.,h,ib.) M- i, I-W. .Lip, and -0--w ,qjAid h•If,, T.., M-f-- and Mi.>ty,n If ... ... 2 ' ' Simpson Strong -Tic Company .'d _0---f the i.;I`­.,Ii­ I fah N' Ill, 1 Iukh., V A .I . d,i, d­,inf; imli­-,j es 1.- -4* p,66,mud on-ing -1, ­­­ ililily Md� fi, the I—, q-, &,ip h-', S" the lhe o", MI;' and the "hap oml & 6,-.1 M.." I�f;, fi, ill f vuli,,,. All un.h, 0-1. 11011, ­l4l."" tn' sings' St q� 11 C'.q­y. I- i., -.du- , iflh E�SR-27Q. All ,,t, 120 lades the srcifed 1-4.1, six i, fiih.Ld K- M, i,h in&.I .:m IS p,U, I,late. .,'SN 18". ,hid, infiul,., . hiO,mn,im ISp w 14tiuc. PDF created with pdfFactory trial version www.pdffactory.com Loading L Hanson Components, Inc. 0-0-0 Truss: SJ2 0-0-0 bl"I qIsl) 4 TC 11411+ 1"1-oject Nalne: 3088biggs 7 o 0 1, i.) 1111 1-34-1 Date: 1/2/2018 2:19:03 I'M " IC10114SON L fn 5A Page: I of I Component Solutio[IST11 11—CIL 11 1 ill 2 Tniss C-1, Fwl,. K,. = 7Al Version: 2017A]Build 3] Miteiial Database version: 1562, 4 3 Spall INCII QIN, 01-1 L 01 IR CANTL CANT R PLIES Spacing WGT/IILY 2-0-0 4/12 1 2-3-0 0-0-0 0-0-0 0-0-0 1 24 in I I lbs .11 1 Put tW'11) 1 3.3 in 1144-1-Fil'i—h I ")i -I Y" It. 6212 2 11 RAI I%QII) 1 3.3 in I X.4:. +4-L.0, 1.91 i :1'.1111 -17 In. .1711. 1111 N-laterial Summary Bracing Suniniarl, 'I'C IC jI. 1�12 ii." 3-11-12 Loading L 12 0-0-0 U (loc) 0-0-0 bl"I qIsl) 4 TC 11411+ Wn CR- Din 7 o 0 1, i.) 1111 1-34-1 14: 0.'11:0 :U-011. 4 I./911 (34) L fn 5A lkj NO. In—a" 1", 141:o!-), 1) 11—CIL 11 1 ill 2 : ).0 L 12: C-1, Fwl,. K,. = 7Al 3C A.: 4 3 Loading L CS1 Surnman, 0-0-0 U (loc) 0-0-0 bl"I qIsl) 144' C,,L-: CHU 2I.I.V TC 11411+ Loading General CS1 Surnman, Deflection U (loc) Allowed bl"I qIsl) 144' C,,L-: CHU 2I.I.V TC 11411+ Wn CR- Din I./•)1) (.14) 1, i.) 1111 1-34-1 14: 0.'11:0 :U-011. 11 ill I./911 (34) L fn lkj NO. In—a" 1", 141:o!-), 1) 11—CIL 11 1 ill 2 : ).0 L 12: C-1, Fwl,. K,. = 7Al 3C A.: Reaction Summary JT K;, Ity C -,h' It P WWI Mal"ial 1ZP ltg Wdh M-111 RL -111 I'la, Uffitl Nh, %kin 1014.111 M., 111,101 Ma, I I"i, I I�in (WA 1 1 3.3 ill 1.91 ill If, IN 132 ll' .11 1 Put tW'11) 1 3.3 in 1144-1-Fil'i—h I ")i -I Y" It. 1,l'. 2 11 RAI I%QII) 1 3.3 in I X.4:. +4-L.0, 1.91 i :1'.1111 -17 In. .1711. 1111 N-laterial Summary Bracing Suniniarl, 'I'C IC jI. 1�12 ii." lic 11:;: '2\11i I,:1; 4..311.3 I fill k"i p 1n- I ld— Loads Summary 11 Ibis ha, I—, &Apal 11 the,Il cls.'6"l in .—h— 'i'll ASCI:7 -10,61h .1,, 11,11—ing —, &-fi—I 4,1" iI0,.qh I:,4 --C. Fall, GW,Idl fill. liukling C,Iwpr,• 11 (1 = lm -.i. 0-1.11 lqdg Di... 23 it (,)If. 1. - 13 If. I3ld Z.,— fi—. IW, —1 —1, —A,L .. 1 111 N.. LI71. CC Z-, %\i,hh 3 11. ..,w l'uhng in I.—,b— ,ifl, 110. "11.14, 1(07.11— 1— aljii.J A 291111 mningla4m fill ]I'd has I—Il :1114413 14C —1-1 "ill, 101—k -ad 1-1, Nict"ber Forces Summary TIN, in'tii.— Ill, I" fil'a --ial II—) rc I11 0,3:14 .14 I' IQ -2ro 11 Ilc I 11 o,2-1) :41 11 (43151 11") Notes: CK —b-- I'M ANSMI'l I 31 A,;.Iil.l mi Cq=11.4k has K— a04i.11u"h,PI-W-1 3)% F.hi—i- ANSY111 1 71 It- 2 3.6 9 N -d 4 :.i,t,i.,d,q4ifi — 4— .,l NAWKI; (hflhg. I—fin 5� J k-aingn.-ul h—n in I1., ah- I.N, ha, "d, K— 6, pi.,. If If,, 2 BUTTE COUNTY - BUILDING DIVISION A PPRONVED N0110E A.j�-,flhil 11,lip, 111.11 N. III ill, —it I.o., 'M-k-sij. 41hi., i.,biLkd I— i, K Jm Ll,,ip, oiI.i. Id —fi— qj4id h th, T.- Nt-d-L.. .0 Mill Ig "1 11* Simpson Strong -Tie Company .,d -i —1 f,h, fi.h I,- III, 1Qbg D,-sip—A —I - :his b—i.p i.,li—, —1—ilitily "My 14 th,, 1— 'k, P, N—s'. ryP: 6, alfili,—1 i.,f-,M-. All --- 14.1,, shall K-n—dw—dij, Si.q—, C-q—y. In, in —L— ,i,l, IlR-2762 . All --,m i, fiikvwln- . ".K' 'llich indc— W1 14 p1w rule. ,r'Sf 11r. MIMI in&.", . fliol I—i IN W 1- 14-. ) PDF created with pdfFactory trial version www.pdffactory.co d , TrusS: SJ3 Hanson Components, Inc. yvyu� Project Project N une: ;03SbiLgs {� ='m1 • Date: 1/2/2018 2:19:04 PM Pace: I of] Coolponcnl SolulionsTa kuYtI C-0 Tnlss vroEe .INC: Version: 2017,4 (Build 3] M uelial Database version: 1562 Spain Pilch Qty Ohl._ 01 -IR CANTI- CANT R PLIES Spacing WGT/PLY 2-0-0 4/12 1 2-3-0 0-0-0 0-0-0 0-0-0 1 24 in 14 Ibs __ ..._-. .�_..__. .. _. �. .... _ .... .. .. _ _ _8-2-12. ^. 2-3'0 ♦ .5.11-12 _ _ _ _ _ , ,' _ - .. 5-11-12 2 12 " 1 4 N C o t2 1 A d - - 5x6 - 4 - 1 0-0-0 . 0-0-0 2-0-0 1 - Loading General CSI Summary" Deflection IJ (loc) Allowed L,uJ (tall nl.lp Lf,tL•: CIV 20W TC . " o-13 (1-21 1 W., CIL 0.01 in I.!'1)) 13-11 I.!'_AI _ •11.12(3 "Ili I.I. 31 'lilt 1-311.1 Ill': -II \in l.l.: nin " I.!'?» (1-11 I, /:+'1! - CDI.. IJ 141. AR, I o.": lis \kh: 1.1,111) 11—C'R� Il in IICI,I.: •II D.1 )I..: I'_i;a - 1:n�1`I'ucn+, F:cl=i0 I VDI.; flan, I111::cu OoX 1'Angl: (I:f3,1-7,0.1 Reaction'Summary ' J'f'fl, 14IC h I§g W'bh ILLI lig\\tel \F-14-, Nia, vllplll Nla,W,d 111{41 Mac llplll Alv\li'd'. 1 I'in I\,tilll I 3,5 in I1.+yla;-lir-I.nnh 1.91010 ., 3Y'. Ili< :il lh.. :il lit; I1C Ila i I11LaI IN!JII I 3.5 in• Il+gilas-F'ii-l.:vch I,:-+lin alp oil, 2 11 ILil (\Will I .i.i in la+gilas-F'il l,u.I, . 1 31 in Idl lin - '- ]\ Ila -'..`I lin 11 It'. iMaterial Summary Bracing Summary " 'I'C DFI. :IC 14ucing: She:nh.d„ 14vlins u, 0Oak I',IIIII 'kip 1n ()II-,. It: uFI. Ir \4 - - " - � IC lancing: SheaO,nla 14uiins at 6311, Nlli., ,Csip, Ig f,lhcls. W-1, Loads Summary 11'Ihia mu> has I—I'L'ip,d ll. A. Io j'f hmin ehnd liw ko 14'. &:J kui . 211his Inns 111.1—&ip-lli+thc dli as d¢ind lmdain:rc—W—with ASC'I7.7. to,cith the Ail— i.q ,nor&11nd i.Ij- Ilan, dd I, Ino—, C. FWh• V. -I-1 , l iahle/I lip, RdiLling Cw pw 11 (1 = IJ,11, (h -dl 144, Di— 25 it S (1) It. It = 1511..1§,12.ne fans, 1111I cnJ,cdn ua.ai,l al. Dljl.= If".. CC Z'— \\Idh 311 - 3) Mmimm-stuap• vuic Ewing in --t—, "ith UC bW, RI7.1 I— I-n'Jpli d •Il A'_9) It, Inning pint li,i I,W ha, I—, aniisd in the ill' c, nnmtnt wilh ,slier \Lml htnk ' Nicniber Forces Summary Tancin'ljwW :hkmh 11),1— CSI. nw\v\iulli+ce,Unls.+llyt.I!—il',hllnntJin,nusnJulf-') . lt' al 1-396 •6S I1, I1� 0.13 1 � -3r Its • IC 11 0.31:1 ,S.11h, I-I1IIMI Nods: ll\La CR.WIIre CR—O—iealw,.lhui'ra,lal,Nhcli,n>ihe l„lim hcJ li,n the cntipoaqtoan ul<l•11m1im,6i•ou6v.ILu,h ewgtve,l u< Mllj.L: ll:a-I)\DL-tl_DIJ'. s " ANSIfIVI 1. 21'IBis Ilus 1— h a ,l ip,d ,ring the pl<n Im,il., nrActim facn+i. 3) A,putilc avmi faw,+: C4 = qui has I— :ylii d I„the plwc Iplaafnsia:wce,l ip, colic.: Iusal:a a 31'1'nn, Mi ... &:mtw., I ANSInI'I 63,17, S.clin, 23,6,0 .i11.i..uJa'inJ yiill,ca:li�ns lus J,n MI\\7�K1 i:n,h'I.u,ting. - 5)IL•:wing n,ataial sh:n,n in theuh ne mli.ha;,nlrhi,J,c<L.dfi+msisl:ww�pgc:,Jiadw l„pain, :n,J des,nl. in,tic:nen.Lzpncv:t nwtaiul h, :+ha .l: ,p, onai,l atiau .. 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PDF created with pdfFactory trial version www.pdffactory.com AUSMUS Muc Civil Engineering and Design F 3311 Penzance Avenue, Chico, CA 95973 Phone: (530) 52 1-2648 ericaLIS I'll us rc 1InWil.00111 February 10, 2018 RIN Dave Heer 1938 Elliott Dr. Yuba City, CA 95993 Subject: Fire Damage to Single Family Residence 3088 10"' Street Biggs, CA 95917 Dear Mr. Heer On Monday; February 9, 2018 AUSmUS Engineering performed a site visit to the subject residence at the behest of the owner to observe the fire damage to the structure and foundation. It has been determined that the concrete foundation and slab is entirely without damage. There were only very few charred wood members up along the top plates and at the garage wing=wall that shall be replaced in kind. Please feel free to contact me should yoil have any questions or concerns, ll, PERMIT# ESSBUTTE COUNTY DEVELOPMENT SERVICES " ROFIO Eric D. Ausmus, P.E. woe Nql, REVIEWED FOR Ausmus. Engineering ,\c�� ER D otic RMPLI_CE -AU MU59— c� �. a. ?' DATE 9RE - 0Y W � C o. 32 6'. • " � �09�-.30=2019°'. •�: qlF OF C Page I of 3 CA Civil 65236 Exp 09/30/19 V_C2 BUTTE COUNTY MAR 0 2 2018 DEVELOPMENT SERVICES, �� & AUSMUS nn MM' MM Civil Engineering and Design 3311 Penzance Avenue, Chico, CA 95973 Phone: (530) 52 1-2648 ' ericau;nws�?enuiil..cnn - Page 2 of'3 CA Civil 65286 ENP 09/30/19 BUTTE COUNTY BUILDING DIVISION APPROVED k 4 A � A i AUSMUS nn MM' MM Civil Engineering and Design 3311 Penzance Avenue, Chico, CA 95973 Phone: (530) 52 1-2648 ' ericau;nws�?enuiil..cnn - Page 2 of'3 CA Civil 65286 ENP 09/30/19 BUTTE COUNTY BUILDING DIVISION APPROVED k 4A, Ap" 741 -2 fir io MMrS R fz] February 13, 2018 Veronica Heras Po Box 511 Palermo, Ca 95968 Department of Development Services 7 County Center DriveI T: 530.538.7601 Oroville, California 95965 F: 530.538.7785 Assessor Parcel Number: 001-176-008 Building Permit Number: B17-2515 Plan Check #1 Description: Remodel Dwelling Unit Occupancy Classification: R -3/U Tim Snellings, Director Pete Calarco, Assistant Director buttecounty.net/dds Construction Type: VB Stories: 1 Fire Sprinklers: ? Building Total Area: ? Covered Area: I? Thank you for submitting permits for your building project. The permit documents have been reviewed and comments are listed below. Please respond in writing to each comment. Complete and clear responses will expedite the re -check and approval of this project. Please provide two revised plan sets with your response. GENERAL COMMENTS: 1. Plans are incomplete. Please provide Rill set of plans showing all the work under this permit. It is strongly recommended that you seek the services and advice of a design professional, such as a California Licensed Engineer or Architect. The following are standard comments which may apply to your project. 2. Revise the Code references on the cover sheet per the following: A. 2016 Calif. Residential Code B. 2016 Calif. Building Code. (Structural only) C. 2016 Calif. Mechanical Code. D. 2016 Calif. Plumbing Code. E. 2016 Calif. Electrical Code. F. 2016 California Energy Code. (2016 Building Energy Efficiency Standards) G. 2016 California Green Building Standards Code. 3. Amend the plans to indicate the following on the cover sheet. A. Building Type of Construction (usually "VB") B. Fire Sprinkler system (indicate yes or no) 4. Please provide a complete site plan showing all items specified on the attached Site Plan Requirements. 5. Due to the nature and extent of the comments, significant plan check tirne and additional plan check letters may be required upon re -submittal. Initial plan check fees covers three reviews and additional fees are required after the third review. BUTTE COUNTY BUILDING DIVISION APPROVED ARCHITECTURAL COMMENTS: 6. Amend the plans to show that the doors between the garage and dwelling unit complies with C.R.C. Section ''' 302.5. A. Doors shall be solid wood doors not less than 1 3/8 inches in thickness, solid or honeycomb core steel doors not less than 1 3/8 inches thick, or 20 -minute fire rated doors. B. Doors shall be self-closing and self -latching. 7. Amend the plans to indicate that ducts which penetrate the wall or floor between the dwelling and garage qIJ _ �� shall be constructed of a minimum No. 26 gage sheet steel or approved material and shall have no openings C into the garage. C.R.C. Section R302.5.2. 8. Amend the plans to show the following separation between the garage/dwelling and/or carport fire separation per C.R.C. Table 8302.6. C.R.C. Section 302.6. A. Minimum 1/2 inch gypsum board or equivalent applied to the garage side between the residence and attic. �r� B. Minimum 5/8 inch Type X gypsum board or equivalent between all habitable rooms above the garage or carport. C. Minimum 1/2 inch gypsum board or equivalent on all structure(s) supporting floor/ceiling assemblies used for separation required by C.R.C. Section R302.6. D. Minimum 1/2 inch gypsum board or equivalent applied to the interior side of exterior detached garage walls located less than 3 feet from a dwelling unit on the same lot. 9. Amend the plans so that bathrooms, water closet compartments and other similar rooms shall be provided with aggregate glazing area in windows of not less than 3 square feet, one-half of which must be openable. f / N (glazing area not required where artificial light and a mechanical ventilation system are provided. C.R.C. Section 303.3. (minimum ventilation rate shall be 50 cubic feet per minute for intermittent and 25 cubic feet per minute for continuous ventilation. 10. Amend the plans to indicate that the floors and walls above bathtubs with installed shower heads and in shower compartments shall be finished with a nonabsorbent surface and such wall surfaces shall extend to a height of not less than 6 feet above the floor. C.R.C. Section R307.2. 11. Amend the plans to indicate that glazing in the following locations to be tempered. C.R.C. Section R308.4. A. In all fixed and operable panels of swinging, sliding and bifold doors.C.R.C. Section R308.4.1. B. In an individual fixed or operable panel adjacent to a door where the where the bottom edge of the glazing is less than 60 inches above the floor or walking surface and it meets either of the following: C.R.C. Section 308.4.2 1. The glazing is within, 24 inches of either side of the door in the plane of the door in a closed position. 2. The glazing in on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in -swinging door. C. Glazing in an individual fixed or operable panel that meets all of the following conditions. C.R.C. Section 8308.4.3. 1. The exposed area of an individual pane is larger than 9 square feet; and 2. The bottom edge of the glazing is less than 18 inches above the floor; and 3. The top edge of the glazing more than 36 inches above the floor; and 4. One or more walking surfaces are within 36 inches, measured horizontally and in a straight line, of the glazing. D. All glazing in guards and railings, including structural baluster panels and nonstructural in -fill panels, regardless of area or height above a walking surface. C.R.C. Section 8308.4.4 BUTTE COUNTY BUILDING DIVISION APPROVED E. Glazing in walls, enclosures or fences containing or facing hot tubs, whirlpools, saunas, steam room, bathtubs and showers, and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches, measured vertically above the standing or walking surface. C.R.C. Section R308.4.5 F. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps. C.R.C. Section R308.4.6. G. Glazing adjacent to the landing at the bottorn of a stairway where the glazing is less than 36 inches above the landing and within 60 inches horizontal arc less than 180 degrees from the bottom tread nosing. C.R.C. Section R308.4.7. 12. Amend the plans to indicate that the area of floor used for parking of automobiles or other vehicles shall be 71 sloped to facilitate the movement of liquids to a drain,or toward the main vehicle entry doorway. C.R.C. Section R309.1. 13. Amend the plans to note that automatic garage door openers shall be Listed in accordance with U.L.325. C.R.C. Section 309.4. (Health and Safety Code Sections.19890 and 19891) 14. Amend the plans to provide emergency escape and rescue openings in the following locations. C.R.C. Section R310. Shall open directly into a public way, or to a yard or court that opens to a public way. tf ,l A. Basements (where basements contain one of more sleeping rooms, an emergency escape and rescue opening shall be required in each sleeping room) B. Habitable Attics C. Every sleeping room. 15. Amend the plans to show that each emergency escape and rescue opening per C.R.C. Section 8310 complies with the following. A. Minimum net clear opening of 5.7 s. f. (5 s. f. for grade floor openings) C.R.C. Section R310.2.1 B. Minimum net clear opening height of 24 inches. C.R.C. Section R310.2.1. '•.. Y C. Minimum net clear opening width or 20 inches. C.R.C. Section R310.2.1. D. The bottom of the clear opening not greater than 44 inches measured from the floor. C.R.C. Section 8310.22. 16. Amend the plans to provide a landing or floor on each side of each exterior door. C.R.C. Section R31 1.3. 1t shall comply with the following: A. Width of landing shall not be less than the door served. B. Every landing shall have a miri'Mium dimension of 36 inches measured in the direction of travel. C. Exterior landing shall have a slope not to exceed 1/4 unit vertical in 12 horizontal. (2%) 17. Amend the plans to indicate smoke alarms in the following locations. C.R.C. Section 8314.3. A. In each sleeping room. B. Outside each separate sleeping area in the immediate vicinity of the bedrooms C. On each additional story of the dwelling unit, including basements and habitable attics. D. On each split level without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided the lower level is less than one full story below the upper level. 18. Note on the plans that carbon monoxide alarms shall be installed in the following locations. C.R.C. Section R315.3. BUTTE COUNTY BUILDING DIVISION APPROVED A. Outside of each separate sleeping area in the immediate vicinity of the bedrooms. B. On every occupiable level of the dwelling unit, including basements. C. Where a fuel -burning appliance is located with a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. 19. Amend the plans to indicate that the following shall be of naturally durable wood or wood that is preservative -treated in accordance with AWPA U 1 for the species, product, preservative and end use. C.R.C. Section R317.1. A. Wood joists or bottom of wood structural floor when closer than 18 inches to the exposed ground. B. Wood girders when closer than 12 inches to the exposed ground. C. All wood framing members that rest on concrete or masonry exterior foundation walls and area less than 8 inches from the exposed ground. D. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground. E. The ends of wood girders entering exterior masonry or concrete walls having clearances of less than '/2 inch on tops, sides and ends.. F. Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less than 6 inches from the ground or less than 2 inches measured vertically from concrete steps, porch slabs, patio slabs, and similar horizontal surfaces exposed to the weather. -) 20. Add a note on the plans that lots shall be graded to drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches within the first 10 feet, 5%. C.R.C. Section R401.3. % 21. Please specify a 6 -mil polyethylene vapor retarder with joints lapped not less than 6 inches between the base course or sub grade and the concrete floor slab per CRC Section R506.2.3 22. Provide a note on the plans that approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. Fluid - applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish: C.R.C. Section R703.4. 23. Amend the plans to indicate that when plastering with Portland cement plaster shall be not less than three A/coats when applied over metal lath or wire lath and shall be not less than two coats when applied over I masonry, concrete, pressure -preservative treated wood or decay -resistant wood as specified in C.R.C. Section 8317.2. C.R.C. Section R703.6.2. 24. Amend the plans to indicate the following for the stucco. C.R.C. Section R703.7.2. A. Plastering with cement plaster shall not be less than three coats where applied over metal lath or wire fabric lath and not less than two coats where applied over masonry. B. A minimum 0.019 -inch (No. 26 galvanized sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3'/i inches shall be provided at or below the 6 c,) foundation plate line on the exterior stud walls in accordance with ASTM C926. The weep screed shall i� be placed not less than 4 inches above the earth or 2 inches above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather -resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. C.R.C. Section R703.7.2.1. C. Where plaster is applied over wood—based sheathing, shall include a water -resistive vapor --permeable barrier with a performance at least equivalent to two layers of grade D paper. C.R.C. Section R703.6.3 j 25. Amend the plans to clearly show how the enclosed attic and enclosed rafter spaces formed where ceilings bl ' are applied directly to the underside of roof rafters will be provided with the required %(6TItctroe til t�o�n. BUILDING DIVISION APPROVE C.R.0 Section R806.1. Provide calculations on the plans to show amount of cross ventilation is required for each separate enclosed attic area or enclosed rafter space. Also clearly show with details, etc. how the cross ventilation is being provided. Indicate required quantity of vents and specify type, net size and location of the vents being installed. On additions the calculations to take into account of any vents being closed off or removed due to the addition. C.R.C. Section 806.2. (FYI: Attic Ventilation for Wildfire Exposure: Eave vents shall be approved for use and in compliance with 2016 CRC Section R337.6.3. Gable attic vents shall be fully covered with metal wire mesh or noncombustible materials with minimum of 1/16" and shall not exceed 1/8" openings) A. Minimum total net free area shall not be less than 1/150 of the area of the space being ventilated. (at the eave) B. The area in item A, may be reduced to 1/300 if at least 40 percent and not more that 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space. Upper ventilators shall be located no more than 3 feet below the ridge or highest point of the space with the balance of the required ventilation provided by the eave or cornice vents. 26. Amend the plans to show how the required I inch clearance is maintained between the insulation and the �S - (_% roof sheathing and at the location of the vent. C.R.C. Section R806.3. /,'�'27. Provide an attic access. Minimum size 22 inches by 30 inches C.R.C. Section R807.1. 28. Provide note that the gas fireplace shall be a direct -vent sealed -combustion type. All factory -built fireplaces f/� shall be listed and labeled and shall be installed in accordance.Wi,th conditions of the listing. Fireplace shall ./'/ i be tested in accordance with UL 127. Installation manual shall be available for review by the building inspector upon request. CGBSC 4.503.1, CRC R1005, CMC 908.2. 29. Amend the plans to show that the chimney shall extend at least 2 feet higher than any portion of a building within 10 feet, but shall not be less than 3 feet above the highest point where chimney passes thru the roof. C.R.C. Section R 1003.9. 30. Please provide section cuts thru the building that show construction methods and materials. Include ceiling heights,. insulation sizes, framing size and spacing, wall coverings, roof covering, etc. ELECTRICAL COMMENTS: 31. Amend the plans to specify that two small appliance branch circuits are required for the kitchen and are limited to supplying wall and counter space outlets for the kitchen, pantry, breakfast room, dining room, and similar areas. Note: The circuits cannot serve outside plugs, range hood, disposals, dishwashers or microwaves — only the required countertop/wall outlets including the refrigerator. C.E.C. Article 210.1 10(1) & 210.52(B)I. 32. Amend the plans to show that'all 125 -volt, single-phase, 15 & 20 -ampere receptacles in the locations specified shall have (GFCI) g"round-fault circuit -interrupter protection for personnel. C.E.C. Article 210.8(A). A. Bathrooms B. Garages, and also accessory buildings that have a floor located at or below grade level not intended as habitable roo►ns and limited to storage areas, work areas and areas of similar use.. C. Outdoors D. Crawl spaces — at or below grade level E. Unfinished basements (for the purpose of this section, unfinished basements are defined as portions or area of the basement not intended as habitable rooms and limited to storage areas, work areas, and the like. BUTTE COUNTY F. Kitchens, where the receptacles are installed to serve the countertop surface. BUILDING DIVISION VIE D G. Sinks — where receptacles are installed within 6 feet of the outside edge of the sink. H. Bathtubs or shower stalls — where receptacles are installed within 6 feet of the outside edge of the bathtub or shower stall. 1. Laundry areas. 33. Please indicate that the circuit supplying the dishwasher is to have GFCI protection. CEC article 210.8(D) 34. Amend the plans to specify all 120 -volt, single phase, 15- and 20 -ampere branch circuits supplying outlets (i.e., receptacles lights, smoke detectors, etc.) installed in dwelling unit kitchens, family rooms, dining ) c 1' rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, laundry areas, or similar rooms or areas shall be protected by a listed combination -type arc -fault circuit interrupter, installed to provide protection of the entire branch circuit.. C.E.C. Article 210.12(A). 35. Amend the plans to show outlets in every kitchen, family room, dining room, living room, parlor, library, den, sunroom, bedroom room, recreation room or similar room.or area of dwelling units, receptacle outlets shall be installed so that no point measured horizontally along the floor, line in any wall space is more than 6 feet from a receptacle outlet.. C.E.C. Article 210-52. 36. Note on the plans that the required kitchen countertop receptacles shall be located above the counter not COmore than 20 inches above the countertop and may not be installed face -up in the counter. C.E.C. Article 210.52(C)(5). 37. Note on the plans that in kitchens, pantries, breakfast rooms, dining rooms, and similar areas of dwelling units, receptacle outlets for countertop spaces shall be installed per the following. C.E.C. Article 210-52(C). A. A receptacle outlet shall be installed at each wall countertop space that is 12 inches or wider. Receptacle outlets shall be installed so that no point along the wall line is more than 24 inches measured horizontally from a receptacle outlet in that space. B. At least one receptacle shall be installed at each island countertop space with a long dimension of 24 inches or greater and a short dimension of 12 inches or greater. C. At least one receptacle outlet shall be installed at each peninsular countertop space with a long dimension of 24 inches or greater and a short dimension of 12 inches or greater. A peninsular countertop is measured from the connecting edge. 38. Amend the plans to specify a dedicated 20 -amp branch circuit shall be provided to supply the laundry " w receptacle outlets CEC Articles 210.1 I C 2 this circuit shall have no other outlets P O ( )( )_ ( ) 39. Amend the plans to specify at least one 120 -volt, 20 -amp branch circuit shall be provided to supply a bathroom outlet(s). Such circuit shall have no other outlets. (Exception -where the circuit supplies a single J S j bathroom, outlets for other equipment within the same bathroom shall be permitted to be supplied.) CEC Articles 2 10.1 1(C)(3) and 210.52 40. Amend the plans to show for dwelling unit, attached garages, and detached garages with electric power, at least one wall switch -controlled lighting outlet shall be installed to provide illumination on the exterior side of outdoor entrances or exits with grade level access. C.E.C. Article 210-70(A)(2)(b). 1- 41. Amend plans to show a GFI outlet at each sink in the bathrooms. C.E.C. Article 210.8(A). 42. Arnend the plans to provide at least one receptacle outlet in each of the following locations. C.E.C. Article 210.52(G). A. In each attached garage and each detached garage with electric power. The branch circuit supplying this receptacle(s) shall not supply outlets outside of the garage. At least one receptacle shall be installed for each car space. �',F N,1_13r In each accessory building with electric power. &/,C. In each separate unfinished portion of a basement. �) 43. Amend the plans to show the location of the electrical meter panels, sub -panels and disconnects. 44. Electrical panel and sub -panels grounding shall comply 2016 CEC Article 250-32. Provide separate grounding wire to each panel from main electrical service entrance panel. 45. Amend the plans to show that the width of the workingspace in front of electrical equipment shall be the width of the equipment or 30 inches, whichever is greater. The depth of the working space in the direction 00ofliver parts shall not be less than that specified in C.E.C. Table 1 10.26(A)(1). The height of the working shall be clear and extend from the grade, floor or platform to a height of 6'-6" or the height of the equipment, whichever is greater. C.E.C. Article 1 10.26(A). /),5-(/-"r16. Please provide and show the mechanical electrical disconnect and a service receptacle within 25 feet of the 11 Mechanical unit. CEC Art. 210.63 & CMC Section 310 47. Amend the plans to provide at least one GFI receptacle outlet readily accessible from grade grade and not more than 6'-6" above grade shall be installed at,the front and back of the dwelling. C.E.C. Article 210.52(E)(1). 48. Amend the plans to show that all non-locking type 125 -volt, 15 and 20 amp receptacles in the dwelling shall r i be tamper-resistant. C.E.C. Article 406.12(A). 49. Fixtures, lamp holders and receptacles outlets shall be securely supported. A fixture that weighs more than 6 I pounds or exceeds 16 inches in any dimension shall not be supported by the screw shell of a lamp holder. t CEC Art. 410.30 (a). Outlet boxes shall not be used as the sole support for ceiling (paddle) fans. CEC Art. 314.27 (A) & (D). 50. Note on the plans that all luminaries located in wet locations shall be marked, "suitable for wet locations" and l' all luminaries located in damp locations shall be marked, "suitable for damp locations." CEC Article 410.10(A) 51. Amend the plans to provide a note that on the panel board(s) shall be provided with a circuit directory or circuit identification. C.E.C. Article 408.3(f). Every circuit and circuit modification shall be legibly identified as to its clear, evident, and specific purpose or use. The identification shall include an approved degree of detail that allows each circuit to be distinguished from all others. Spare positions that contain unused overcurrent devices or switches shall be described accordingly. The identification shall be included in a circuit directory that is located:.on the face or inside of the panel door in the case of a panelboard and at each switch or circirit.breaker in a,switchboard or switchgear. No circuit shall be described in a manner that depends on transient conditions of.'occupancy. i• PLUMBING COMMENTS: 52. Amend the plans that no water closet or bidet shall be set closer than 15 inches from its center to a side wall n ty- Qor obstruction nor closer than 30 inches center to center to a similar fixture. The clear space in front of the water closet or bidet shall be not less than 24 inches. C.P.C. Section 402.5. 53. Arnend the plans that no the clear space in front'of the lavatory shall not be less than 24 inches. C.P.C. P 6 Section 402.5. 54. Note on the plans that showerheads shall have a maximum flow rate of 2.0 gallons per minute measured at 80 psi and must comply with Division 4.3 of the California Green Building Standards Code. C.P.C. Section 408.2. 55. Shower thresholds shall be of sufficient width to accommodate a -minimum 22 inch door. The shower doors shall open so as to maintain not less than 22 inch unobstructed opening for egress. C.P.C. Section 408.5. X56. Shower compartment shall have a minimum finished interior area of 1024 sq in. and capable of h (,-`!-P encompassing a 30" circle. C.P.0 504.4 57. Please identify the water heater location on the plans. f 4), i r 58. Water heaters shall be strapped to the building with at least two straps to resist horizontal displacement due to earthquake motion. Strapping shall be at a point within the upper one-third (1/3) and lower one-third (1/3) of its vertical dimensions. At the lower point, a minimum distance of four (4) inches shall be maintained above the controls with the strapping. C.P.C. Section 507.2(3 straps for 75 gallon & 4 straps for 100 gallon water heaters) 59. Water heaters located in an attic, attic -ceiling assembly, floor -ceiling assembly or floor-subfloor assembly where damage results from a leaking water heater, a watertight pan of corrosion -resistant materials shall be a��.) installed beneath the water heater with a not less than three-quarter (3/4) inch diameter drain to an approved lj/ location. Such pan shall be not less the 1 '/z inches in depth. C.P.C. Section 507.7. 60. Specify that the water heater shall have a pressure relief valve with drain to the exterior (or floor drain, etc.), terminate toward the ground maintaining between 6" and 24" of clearance from the ground, and point downward. f l_ CPC 608.5 61. Appliances in garages and in adjacent spaces that open to the' garage and are not part of the living space of a dwelling unit shall be installed so' that burning and burner -ignition device are located not less than 18 inches / r above the floor unless listed as flammable vapor ignition resistant. C.P.C. Section 507.13. 5 62. Provide a gas line diagram for the new proposed gas line. Include the pipe type, size, length from source to each appliance, and BTU's of each appliance. See CPC Figure 1216.2(1) for example PC, 63. Specify if the master bathroom has a bathtub or whirlpool bathtub. Note on plans it shall be installed per manufactures installation instructions. C.P.C. 40936 Also see following requirements: A. Indicate access openings shall be of size to permit the removal and replacement of the circulation pump. C.P.0 409.6 B. Amend the plans to indicate that the circulation pump shall be located above the crown weir of the trap. W/A C.P.C. Section 409.6 C. Waste outlet and tailpiece not less that 1-1/2 inch in diameter. D. Amend the plan to indicate that the pump and circulation piping shall be self -draining to minimize water retention MECHANICAL COMMENTS' 64. Amend the plans to include the following for furnaces located in the under -floor or attic area. C.M.C. Section 304.4. A. Appliance shall be accessible thru an opening and passageway not less than the largest component of the appliance, and not less than 22 inches by 30 inches. C.M.C. Section 304.4. B. Where the height of the passageway is less than 6 feet, the distance from the passageway access to the appliance shall not exceed 20 feet measured along the centerline of the passageway. C.M.C. Section 304.4.1 C. The passageway shall be unobstructed and shall have a solid flooring not less than 24 inches wide from Othe entrance opening to the appliance. C.M.C. Section 304.4.2. Cs. D. A level working platform not less than 30 inches by 30 inches shall be provide in front of the service :1... side of the appliance. C.M.C. Section 304.4.3. E. A permanent 120 -volt receptacle outlet and a lighting fixture shall be installed near the appliance. The t' switch controlling the lighting fixture shall be located at the entrance to the passageway. C.M.C. Section 304.4.4. ENERGY COMMENTS: 65. Provide the required CFi R energy compliance forms for alterations. 66. Please list on the cover sheet all Energy requirements for the "Special Feature" (Radiant Barrier) and HERS Verification (Duct Testing). California Energy Commission, Certificate of Compliance, form CF -1 R 67. Indicate on the plans that all luminaries installed in residential construction must qualify as "high efficacy 1 4 luminaires in accordance with Table 150.0-A. 2016 California Energy Code, Section 150.0(k). 68. At outdoor lighting, amend the plans to show all lights permanently mounted to the residential building or to other buildings on the same lot are to be A. High efficacy luminaries and B. Controlled by a manual on and off switch and i .Controlled by a photocell and motion sensor, or 2. Photo control, or 3.Astronomical time clock, or 4. Energy management control system (EMCS). 69. Provide notes to specify that systems using gas or propane water heaters for individual dwelling units shall include the following requirements of Section 1 I0.0(b) i Section 1 I0.0(b)1.150.0(n)1: A 120V electrical receptacle that is within 3 feet fi-om the water heater and accessible to the water heater with no obstructions; and A Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed; and A condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining'without pump assistance; and Gas supply line with a capacity of at least 200,000 Btu/hr. i CALGREEN COMMENTS: ...,70. Please provide a bathroom fan complying with the requirements of 2016 CGBC Section 4.506. Please ad this note to the plans. The bathroom exhaust fan shall be controlled with humidistat control capable of L adjustment between a relative humidity range of 50% to 80%. 71. Please provide a Construction Waste Management form. CalGreen Section 4.408. 72. Please submit a (2016 CalGreen) Residential Mandatory Measures Check list. f,er p' 4�''" "`73. Please provide a plan that is implemented to manage storm water drainage during construction. CalGreen �--f Section 4.106.2. (Show on the Site plan the proposed design.) STRUCTURAL COMMENTS: 1. Incomplete set of plans. Provide full set of plans for the whole scope of work for review. The Department of Development Services is currently open to the public from 8:00 am to 4:00 pm. If you wish (ENFORCEMENT AGENCY CAN CUSTOMIZE WITH LETTERHEAD/SEAL) 2008 Building Energy Efficiency Standards Residential HVAC Alterations Climate Zones 10 to 15 BUSINESS AND PROFESSIONS CODE, SECTION 7110 Willful or deliberate disregard and violation of the building laws, including the California Building Code, and local permit requirements constitutes a cause for disciplinary action from the Contractors State License Board working in conjunction with the local building department. This action may consist of fines up to $5,000 per violation or suspension/revocation of a contractor's license. WHEN IS A PERMIT REQUIRED? A written construction permit shall be obtained from the enforcement agency prior to the erection, construction, reconstruction, installation, relocation, or alteration of any mechanical system, except as permitted in Appendix Chapter I, Section 1 12.2 of the 2007 California Mechanical Code. Projects requiring permits include, but are not limited to: • New HVAC installation Relocation of an existing HVAC unit • HVAC Changeout Adding or replacing more than 40ft ducting • Replacement of furnace, coil, FAU, or condenser in unconditioned space 2008 BUILDING ENERGY EFFICIENCY STANDARDS (Title 24, Part 6) REQUIREMENTS INCLUDE: I . Heating equipment must have a minimum 78% AFUE (Exception: Wall & Floor furnaces; room heaters). 2. Central air conditioners & heat pumps less than 65,000 Btu/hr must have a minimum 13 SEER. 3. Newly installed or replaced ducts must have a minimum insulation value of R-4.2. When more than 40 ft of ducting will be installed or replaced, the duct insulation value must be R-6 (CZ 10-13), or R-8 (CZ 14 and 15). 4. A setback type thermostat (24 hr clock with four set points) is required for all alterations. 5. New or replacement ducts must meet the mandatory requirements of Section 150(m): • All joints and openings in the in the HVAC system must be sealed. • Only UL 181, UL 181 A, or UL 181 B approved tapes or mastic shall be used to seal duct openings. • Connections of metals ducts and the inner core of flex ducts shall be mechanically fastened. Flex ducts must be connected using a metal sleeve/coupling. • Flex ducts that are suspended must be supported every 4ft. max for horizontal runs with no more than 2" of sag between supports and 6 ft. max for vertical runs. WHEN IS HERS VERIFICATION REQUIRED AND WHAT FORMS ARE REQUIRED? HERS verification is required for all HVAC alterations in Climate Zone 10-15. A HERS rater is a special inspector for the building department. The building inspector may also request to be on site to witness testing by the contractor and/or HERS rater. The installer picks one of the four options on the CF -1 R -ALT -HVAC Form that describe the work being conducted. Each option lists the forms required to be at the job site for final inspection. • CF -6R Forms shall be completed and submitted by the installing contractor for final inspection.* • CF -4R Forms shall be completed, registered with an approved HERS Provider (cannot be completed by hand), and submitted by the HERS Rater for final inspection effective January I, 2010. DESCRIPTION OF HERS TESTS BELOW (Full descriptions found in Residential Appendix RA3 and Residential Manual) Duct sealing — The installer is to insure leakage of the HVAC system is less than 6% for new air conditioning system (new equipment and all new ducts) or 15%, 60% reduction, seal all accessible leaks, etc. for alterations to existing HVAC systems. When the contractor uses the option to seal all accessible leaks, all easily movable objects must be moved to seal existing ducting. New ducting installed by the contractor is not allowed to have any leaks even if it is no longer accessible. In example 3 of the CF- I R "all new ducts" means that all the ducting was changed. The original boots, plenums, etc. do not need to be changed. Cooling Coil Airflow (CCA) — There are two different minimum air flow requirements that must be met. These are 300 CFM and 350 CFM. The minimum 300 CFM per ton of cooling is required in order to conduct a refrigerant charge test. For new HVAC systems (new equipment and new ducts) the HVAC system must move a minimum 350 CFM of air for each ton of cooling. Refrigerant Charge (RC) — The installer is required to verify the charge is correct. If the outside temperature is below 55 degrees then the weigh in method must be used by the installer. When the weigh in method is used the HERS rater must retest when the temperature is 55 and above. A charge indicator display (CID) can be used in place of conducting an RC, manufacturers are currently developing this device. Temperature Measurement Access Holes (TMAH) — Installer must drill and mark holes to measure temperature split. Hole for the placement of a Static Pressure Probe (HSPP) or Permanently installed Static Pressure Probe (PSPP) — Either the installer must drill and mark holes to measure static pressure or a permanently installed pressure probe must be installed and marked. Saturation Temperature Measurement Sensors (STMS) — Permanently installed type K thermocouple are installed on the indoor and outdoor coil so that the HERS rater can verify charge without attaching gauges. Instructions are found in Ch 4 of the Res. Manual. Fan Watt Draw (FWD) — Installer verifies that the furnace fan watt draw is less than 0.58 Watts/CFM. NOTE: The CF-611-MECH-04 is required for all HVAC alterations. * For Final inspection ALL compliance forms (CF -1 Rs, CF -611s, and CF -411s) shall be registered with an approved HERS Provider for building permit applications submitted on or after October 1, 2010. Simplified Prescriptive Certificate of Compliance: 2008 Residential HVACAIterations CF -IR -ALT -HVAC Climate Zones 10 to 15 Site Addrecs:3088 10th St Biggs CA 95917 Enforcement Agency: Dale: Perini!#:1317-2515 Conditioned Floor I-ui ment'I-y et List Mininuun Efficieney'- Duct insulation re"oirenrent Arca 'I-hernnostat El Q Packaged Unit Furnace QAFU1= Q C01' Over 40 fl ofducts added or Q Setback ® Indoor CoilE B11317111-3 I ISPF ® re laced in unconditioned space x R 6 (C% 10-13) Served by system 1196 sf (lfnor olrearly presew. masr he Condensing Unit AGER Resistance R 8 (C% 1-1-15) irrsrallyd ) Other 1. Equipment 7:vpe: Choose the egaipmiew being inslalled: if more 1/1017 one SYslenr, ase anolher CF -1 R-Al_7=HK4C for each srslem. 2. A/inimmnr Equipment Efficiencies: 13 SEER, 78% AFUF_, 7.7HS'P1'for h+pica! resirlenrial srslems. HERS VERIFICATION SUMMARY Listed below are four 1IVAC alteration Options. The installer decides what work is being clone and picks one of the appropriate Options. Each Option lists the HERS measures that must be conducted. A copy of the florins shall be left on site for final inspection and a copy given to the homeowner. At final. the inspector verifies that the work listed on this form was in fact the work completed by the installer. The inspector also verifies that each appropriate CF -6R and registered CF -4R fornns (no hand filled CF -412s allowed) are filled out and signed. Beginning October 1, 2010, a registered copy of the CF -112 and CF -612 shall also be on site for final inspection. 1. HVAC Changeout Required Forms: CF -6R forms: MECH-04. ML--CI-1-21-1-IERS and (for split systems) MECI-I- 25-1-117-RS_q • All HVAC F ui anent replaced p p CF -411 fornns: MEC11- 21 and (for split systems) MECI-1-25 • Condenser Coil and /or CF -611 forms: MFCI-1-21-1-II RS and (for split systems) MECH- 25 -1 -IF -RS • Indoor Coil and /or CF -412 forms: Ml:CI l- 21 and (for split systems) MECI-1-25 • Furnace For Split Systems: Duct leakage < 15 percent; RC, CCA > 300 CFM/ton(Minimum Air Flow Requirement), TMAH For Packaged Units: Duct leakage < 15 percent Exempted front duct leakage testing if': Q I. Duct system was documented to have been previously scaled and confirmed through HERS verification, or Q 2. Duct systems with less than 40 linear feet in unconditioned space, or © 3. Existing duct systems are constructed.. insulated or sealed with asbestos 2. New HVAC System Required Forms: • Cut in or Changeout with new CF -6R forms: MECH-04.. MECI-1-20-1IERS,and (for split systems) MEC11-22-1-IERS. and MECI-1-25-I IERS ducts: (all new ducting and all CF -4R forms: MECl1 20-. and (for split systenns)lvI CFI -22. and MECI-1 25 new a uiintent) For Split Systems: Duct leakage < 6 percent; RC, CCA > 350 CFM/ton, FWD, TMAH, STMS, and either HSPP or PSPP. For Packaged Units: Duct leakage < 6 percent Ej 3. New Ducts with/or without Replacement Required Forms: • Includes replacing or installing all nets ducting Ch -6R formns: MECI-1-04, MECI-1-20-HERS.end (for split systems) ML'-Cl1-25-HERS and/or outdoor condensing unit and/or indoor coil CF -4R Firms: MI -ICI -1-20 and (for split systems) MECI-1-25 and/or furnace. No or some equipment changed. For Split Systems: Duct leakage < 6 percent, RC, CCA > 300 CFM/ton, TMAH For Packaged Units: Duct leakage < 6 percent Q 4. New Ducting over 40 feet Re uired Forms: • Includes adding or replacing store than 40 CF -6R lornts: MECH-04. MECI-1-21-HERS CF -4R forms: MECI I-21 linear feet of duct in unconditioned space. For split system or packaged units: Duct leakage < 15 percent El EXCEP'HON: Existing duct systenns constructed, insulated or sealed with asbestos. Contractor (Documentation Author's /Responsible Designer's Declaration Statement) • I certify that this Certificate of Compliance documentation is accurate and complete. • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the design identified on this Certificate of Compliance. • I certify that the energy feattoes and performance specifications for the design identified on this Certificate of Compliance conform to the requirements of -title 24. Parts I and 6 of the California Code of Regulations. • The design features identified on this Certificate of Compliance are consistent with the information doeUntenled on other applicable compliance forms, worksheets, calculations. plans an s ecifications submitted to the enforcement agency for approval with the permit application. Namne:DavinVeer signature: Company: Date: 3/1 /2018 Address: 1 9 I l i ott Dr License: City/Stale/zip:Yuba City, CA 95993 Phone:530-870-2721 2008 Res•idenlial Compliance Forms A-1arc•h 2010 CITY OF KETCHUM GREEN BUILDING CODE CONSTRUCTION WASTE MANAGEMENT PLAN PROJECT INFORMATION Project Name: Project � � '� g f Q 'E'� s�, l�r-��i� � � j 5� � Address: � c Building Permit 7- 2S-6 Number: General �J Contractor: Telephone: Email: Reference: National Green Building Standard ICC 700-2008, Section 605.1 Project Description: Residential new construction and additions 1) Waste Management Goals: a) The Builder has established that this project shall generate at least 50%, (by weight) less construction and land -clearing waste into landfills and that processes shall be employed to ensure that this goal is met. 2) Responsibility: a) The General Supervisor shall be responsible for the implementation of the administrative portions of this program, including the notification of subcontractor management, the training of .the site supervisor and on-site posting of this plan. b) The Site Supervisor will ,be responsible for the implementation of the on-site portions of this program including the training of subcontractor personnel. 3) Waste Prevention Planning: a) In addition to other requirements specified herein it is a requirement for the work of this project that the contractor comply with the applicable federal, state and local waste disposal requirements. b) Of the inevitable waste that is generated, the waste materials designated in this specification shall be salvaged for reuse and/or recycling where practical and possible. Waste disposal in landfills or incinerators shall be minimized where practical and possible. This means careful recycling of job site waste. c) Project Construction Documents: The General -Contractor will contractually require all subcontractors to comply with these recycling guidelines. A copy of BUTTE COUNTY BUILDING DIVISION APPROVED 4 this Construction Waste Management Plan will accompany all subcontractor agreements and require subcontractor participation. d) The Construction WAste Management Plan shall be implemented and executed as follows and as on the chart below: • Salvageable materials will be diverted from disposal where feasible. • There will be a designated area on the, construction site reserved for materials that can be recycled. , • Areas shall be marked to designate what recycle materials are to be stored there. • Hazardous waste will be managed by al licensed hazardous waste vendor. 4) Communication & Education Plan: a) This Construction Waste Management Plan will be posted on-site. b) Each subcontractor will be made aware of the intent of this project`with, respect to reduction of waste and recycling. On-site recycling containers and/or areas will a be plainly marked:" c) The subcontractor will be expected to make sure all their crews comply with the Construction Waste Management Plan. , d) All recycling containers/areas will be clearly marked: e) Lists of acceptable/unacceptable materials will be posted at the site. f) All subcontractors will be informed in writing of. the importance of non contamination with other materials or trash. 5) Motivation Plan: a) The General Contractor will conduct a pre -award meeting for subcontractors. Subcontractors under, consideration will be required to attend the meeting to review project goals and requirements with the project team. Attendance`will be a prerequisite for award of sub -contracts. This document will be an attachment to every sub -contract. Copies pf.the attachment will. be posted prominently at the jobsite. - 6) Expected Project Waste, Disposal, and Handling: The following chart identifies waste materials expected on -this project, their expected disposal- methods and handling procedures: New items may be added as needed. Material Quantity (Weight) 'Disposal Method Handling Procedure Land clearing debris Keep separate for reuse and/or Keep separated in wood sale. Suitable materials designated areas on - may be delivered to a site. composting site: Separate topsoil and rock for future landscaping use.-, t Clean dimensional Keep separate for reuse by on- Keep separated in 'Wood -and palette ' site construction or by site designated areas on - wood employees for either heating site. stoves or reuse in home 'projects. May be offered to 2 Material Quantity Disposal Method Handling Procedure (Weight) public.: Suitable materials may, be delivered to.a. composting site. 3 Plywood,*OSB, Reuse on-site when possible, Keep separated in particle board landfill or recycle off-site. designated areas on- site. Place in "Trash" • container as necessary Painted or treated Reuse, off-site recycle, landfill. Keep separated in wood designated areas on- site. Place in "Trash" container as necessary. Concrete Recycle when possible. Keep separated in designated areas on- site. Concrete Masonry Keep separate for re -use by on- Keep separated in Units site construction or by site designated areas on - em to ees. site. Metals Recycle off-site when possible. Keep separated in Separate copper wire when designated areas on - possible. site. Place in "Metals" container. Gypsum drywall Recycle with supplier or re -use Keep scraps separate (unpainted) on site when possible. for recycling - stack on pallets in provided on- site. Paint Reuse on-site; donate to Buildin Keep separated in g Materials Thrift Store or Habita designated areas on - t for Humanity Restore. site. Insulation Reuse, landfill. Place in "Trash" container as necessary. Flooring Reuse, landfill. Place in "Trash" container as necessary. Carpet and pad Reuse or recycle with carpet Place in "Trash" manufacturer. container as necessary. Glass Glass Bottles: recycle locally. Keep separated in designated areas on- site. Plastic Bottles: recycle locally; Keep separated in Plastics be aware of plastics that are designated areas on - acceptable to recycle facility. site. Cardboard Recycle locally. Keep separated in designated areas on- site. Paper and newsprint Recycle locally. Keep separated in J) Waste Disposal Company: a) Contact Information 8) Recycle Hauler: . a) Contact Information b) Some or 811 recycle may be hauled by,the builder. 9) Possible recycle locations and .further information: a) Building Materials Thrift Store: www.buildingmaterialthi,iftstore.ora b) Habitat for Humanity Restores: www.habitaLbro/restores c) Clear Creek•Disposal: wwvv.c disposal.corri HCD SHL 605 (Rev. 4/16) Page 1 of 10 -�=~ ��r=�-t.z...•-� RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE - SECTION REQUIREMENTS s � � � Z����i��1�0-]il v.::tiairS�� . n .:.a;,`�ry'R..::s��.r.*��?�'a-r:�'!�,..�wu �7t�'''f�i.'`t�. �"r F�`�"�`ti.L�s2C?� �Is �?:• �"�:.�s.-�.���r'-° 4.4.'��*a Scope 101.3.1 Applies to ALL newly, constructed residential buildings: low-rise, high-rise, and hotels/motels. r...^f is "�r7 i3 hwa{moi` t w �'rt:, y�3Y; far M a+.TYoi'• a�F: i7SyC-���l g v �9�_:-rz..3s'lrj33�.is'�:K■-v�:s+s.�tvr�3r�� ,x. x.- �... ...+Hi,�.4,....cAF ..'� ..:,FSR.... __�•= Additions and alterations • Applies to'additions or alterations of residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. 301.1.1 • Requirements only apply within the specific area of the addition or alteration. • Note directs code users to Civil Code Section 1101.1 et seq.,-regarding replacement of non-compliant plumbing fixtures. Low-rise and high-rise buildings 301.2' Banners identify provisions applying to low-rise onl . LR or high-rise only [HR]. 01t'i Storm water drainage and retention during construction Projects which disturb less than 1 acre of soil and are not part of a larger common plan 4.106.2 of development shall manage storm water drainage during construction. Grading and paving Construction plans shall indicate how the site'grading or drainage system will manage 4.106.3 all surface water flows to keep water from entering buildings. Exception for additions and alterations which do not alter the existing drainage path. Electric vehicle EV charging for new construction • Comply with Section 4.106.4.1 'and 4.106.4.2 for future installation and use of EV chargers. • Electric vehicle 'supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. 4.106.4 Exceptions on a case-by-case basis as determined by the Local Enforcing Agency: 1. Where there is no commercial power supply. 2. Verification that meeting requirements will alter the local utility infrastructure design requirements on the utility side of the meter increasing costs to the homeowner/developer by more than $400.00 per dwelling unit. EV charging:- 1- & 2 -family dwellings/townhouses with attached private garages • Install a listed raceway to accommodate a dedicated 208/240 -volt branch circuit for each dwelling unit. , • Raceway shall not be less than trade size 1 (nominal 1 -inch inside diameter). 4.106.4.1 & • Raceway shall originate at the main service or subpanel and terminate into a listed 4.106.4.1.1 cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. • Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. • Service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit'and space(s) reserved to permit installation of a branch circuit overcurrent rotective device. Service panel or subpanel circuit HCD SHL 605 (Rev. 4/16) Page 1 of 10 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY FINAL REPORT Final inspection will not be scheduled until completed report submitted APN: Building Permit #. Owner Name: Owner Phone: { ? Jobsite Address: Project Type: 0 Construction 0 Demolition Jobsite Contact: Company: Submit completed form in person or by mail to: Butte County Development Services - Building 7 County Center Drive Oroville, CA 95965 Jobsite Phone: MATERIAL Reuse Tonnage Recycle Tonnage Disposal, Tonnage ACTUAL F ACILITIES/SERVICE PROVIDERS USED Inert Material (Concrete, asphalt) "- Lumber Plant/Tree Debris Dry Wall Metal Cardboard Other: Other: Total tons of material disposed of (not recycled or reused) Total tons of material not disposed (either recycled of reused) 3 Percent recycled/reused Please sign indicating that the above information is true and correct to the best of your knowledge: Attach `copies of weight receipts, gate tags, or other verifying information for all materials that were reused, recycled.or disposed. Applicant: BUTTE COUNTY (Owner or Contractor): Date: BUILDING DIVISION Circle which APPROV EU Final Report returned with comments: (Initial) Date: Final Report approved: (Building Inspector) Date: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY PLAN: Pre -Construction Building permit will not be issued until completed plan submitted APN: Building Permit # Owner Name: Submit completed form in person or by mail or fax to: Butte County Development Services - Building 7 County Center Drive Oroville, CA 95965 Phone: (530)538-7601 Fax: (530)538-2140 Owner Mailing Address: _ Owner Phone: ( ) Jobsite Address: Project Sq. Ft.: Project Type: ':-I Construction I Demolition Jobsite Contact: - Company: Jobsite Phone: ( ) Brief description of project: By signing below, I acknowledge that I am responsible for complying with the requirements of Ordinance 2006-3925 (Chapter 31, Article VII) related to recovery of construction and demolition debris and the lack of compliance may result in delays in issuance of building/demolition permit(s), hold on final inspection(s) and/or penalties. Applicant: (Owner l Contractor) Signature: Date: (Circle) (2) MATERIAL 1 Reuse Recycle Dispose FACILITIES/SERVICE PROVIDERS TO BE USED (3) - Inert Material (concrete, asphalt) Lumber Plant/Tree Debris Dry Wall Metal Cardboard Other: Other: Recovery Plan approved: Date: (Building�Division) Please refer to the Butte County online Recycling Directory for local recycling service providers at:www.RecycleButte.net. O'-YEtoPMEN! SERVICES HCD SHL 605 (Rev. 4/16) BUTTE COUNTY Page 2 of 10 BUILDING DIVISION APPROVED R - - - RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE SECTION REQUIREMENTS 4.106.4.1 & directory shall identify the overcurrent protective device space(s) reserved for future 4.106.4.1.1 EV charging as "EV CAPABLE". The raceway termination location shall be continued permanently and visibly marked as "EV CAPABLE". EV charging for multifamily dwellings • Applies to building sites with 17 or more multifamily dwelling units constructed on the site. • 3% of the total number of parking spaces provided for all types of parking facilities, but in no case less than one, shall be electric vehicle charging spaces (EV 4.106.4.2 spaces) capable of supporting future EVSE. Calculations for the number of EV spaces shall be rounded up to the nearest whole number. Note: Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. EV charging space EV space) locations • Construction documents shall indicate the location of proposed EV spaces. At least 1 EV space shall be located in common use areas and available for use by all residents. • When EV chargers are installed, EV spaces required by Section 4.106.4.2.2, 4.106.4.2.1 Item 3, shall comply with at least 1 of the following options: 1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2. The EV space shall be located on an accessible route to the building, as defined in the California Building Code, Chapter 2. EV charging space (EV space) dimensions EV spaces shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet. 2. The minimum width of each EV space shall be 9 feet. 4.106.4.2.2 3. One in every 25 EV spaces, but not less than 1, shall also have an 8 -foot wide minimum aisle. A 5 -foot wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet. a) Surface slope for this EV space and aisle shall not exceed 1 unit vertical in 48 units horizontal 2.083% sloe in any direction. Single EV space required • Install listed raceway capable of accommodating a 208/240 -volt dedicated branch circuit. 4.106.4.2.3 The raceway shall not be less than trade size 1 (nominal 1 -inch inside diameter). • The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV space. . HCD SHL 605 (Rev. 4/16) BUTTE COUNTY Page 2 of 10 BUILDING DIVISION APPROVED HCD SHL 605 (Rev. 4/16) Page 3 of 10 . .. - ,e 8,® rn - RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE SECTIONREQUIREMENTS • Construction documents shall identify the raceway termination point. 4.106.4.2.3 • The service panel and/or subpanel shall provide capacity to install a 40 -ampere continued minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Multiple EV spaces required • Construction documents shall indicate raceway termination point and proposed location of future EV spaces and EV chargers. Construction documents shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and electrical load calculations to verify electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have 4.106.4.2.4 sufficient capacity to simultaneously charge all EVs at all required EV spaces at full rated amperage of the EVSE. • Plan design shall be based upon a 40 -ampere minimum branch circuit. • Raceways and related components planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction. Identification The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code. Notes: 4.106.4.2.5 1. The California Department of Transportation adopts and publishes the "California Manual on Uniform Traffic Control Devices (California MUTCD)" to provide uniform standards and specifications for all official traffic control devices in California. Zero Emission Vehicle Signs and Pavement Markings can be found in the New Policies & Directives Number 12-01. Website: http://www.dot.ca.gov/hq/traffops/policy/13-01.pdf 2. See Vehicle Code Section 22511 for EV charging space signage in off -parking facilities and for use of EV charging spaces. 3. The Governor's Office of Planning and Research (OPR) published a "Zero - Emission Vehicle Community Readiness Guidebook" which provides helpful information for local governments, residents and businesses. Website: http://opr.ca.gov/docs/ZEV Guidebook.pdf Scope • Energy efficiency requirements for low-rise residential (Section 4.201.1) and high - .rise residential/hotels/motels (Section 5.201.1) are now in both residential and 4.201.1 nonresidential chapters of CALGreen. & Standards for residential buildings do not require compliance with levels of 5.201.1 minimum energy efficiency beyond those required by the 2016 California Energy Code. HCD SHL 605 (Rev. 4/16) Page 3 of 10 HCD SHL 605 (Rev. 4/16) i Page 4 of 10 RESIDENTIAL,MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE SECTION REQUIREMENTS 1 fi3 '1' tl� �� ULOVALRls =All is7ii�II►I�Z�Zo7� Water conserving plumbing fixtures and fittings Plumbing fixtures and fittings shall comply with the following: . 4.303.1.1 Water Closets: <_ .1.28 gal/flush „ 4.303.1.2 Wall Mounted Urinals -;:5 0.125 gal/flush; all other urinals <_ 0.5 gal/flush 4.303.1.3.1. Single Showerheads-.<_ 2.0 gpm @ 80 psi 4.303.1.3.2 Multiple Showerheads: combined flow rate of all showerheads controlled 'by a single valve shall not exceed 2.0 gpm @ 80 psi, or only one shower 4.303.1 outlet is to be in operation at a time 4.303.1.4.1 'Residential Lavatory Faucets: Maximum Flow Rate <_ 1.2 gpm @ 60 psi; ' Minimum Flow Rate >_ 0.8,gpm @ 20 psi 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas of Residential Buildings: _< 0.5 gpm @ 60 psi ` 4.303.1.4.3 Metering Faucets: <_ 0.25 gallons per cycle 4.303.1.4.4 Kitchen' Faucets: < 1.8 gpm @ 60 psi; temporary increase to 2.2 gpm allowed+but shall -default to 1.8 gpm . Standards for plumbing fixtures and fittings Plumbing fixtures and fittings shall be installed in accordance with the' California 4.303.2 Plumbing Code, and shall meet applicable standards referenced in Table 1701.1 of the California Plumbing Code. A`►iBMOiE.'3��.�VYT IWO Outdoor potable water use in landscape areas After December. 1, 2015, new residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with one of the following. 1. A local water, efficient landscape ordinance or the current California Department of .4.304.1 - Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is mole stringent, or 2'. Projects with aggregate landscape areas less than 2500 square feet may comply with the MWELO's Appendix D Prescriptive Compliance Option. a �t z. u elr :d "x2�" s F a. 1 � Rodent peoofing' Annular spaces around pipes, electric cables, conduits or other openings in 4.406.1 sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry or,a similar method acceptable to the enforcing agency to prevent passage of rodents. - Construction waste reduction of at least 65% • Recycle and/or salvage for reuse a minimum of 65% of the nonhazardous 4.408.1 construction and demolition waste in accordance with either Section 4:408.2, 4.408.3 or 4.408.4; OR meet amore stringent local construction and demolition waste management ordinance. HCD SHL 605 (Rev. 4/16) i Page 4 of 10 HCD SHL 605 (Rev. 4/16) Page 5 of 10 4 .J rr I 4 • ' , 8 B 1 �� ��--a•��--�—. RESIDENTIAL MANDATORY MEASURES EFFECTIVE, JANUARY 1, 2017 2016 CALGREEN"CODE SECTION REQUIREMENTS • Documentation is required per Section 4.408.5. ' Exceptions: 1.• Excavated soil and land-clearing debris. 4.408.1 -2. Alternative waste reduction methods developed by working with local enforcing continued agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to-the jobsite. 3. The; enforcing agency may make exceptions to the requirements of this section ' when isolated jobsites are located in areas beyond the haul boundaries of the diversion 'facility. - - ' Construction waste mane ement plan Submit a construction waste management plan meeting Items 1 through 5 in 4.408.2 Section 4.408.2. Plans shall be updated as necessary and shall be available for examination during construction. Waste management company Utilize a waste management company, approved by the enforcing agency, which can 4.408.3 provide verifiable documentation that diverted construction and demolition waste materials meet the requirements in Section 4.408.1. Waste stream reduction alternative • (LR) Projects that generate a total combined weight of construction and demolition waste disposed in landfills, which do not exceed 3.4 pounds per square foot of the 4.408.4 building area shall meet the minimum 65%, construction waste reduction requirementin Section 4.408.1. 4.408.4.1 Projects that generate a total combined weight of construction a'nd demolition waste disposed in; landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction , requirement in Section 4.408.1. ,Y b. .�♦ 7.:. ifSJA's �..,. 90,11ey ti^'rx s •. j74t1Y�;p`h"" htiJppF .t I. rl y$ 0 w 0 il1ifxT'�y6j35 �!iY j. ` r1f`a O eration.and maintenance manual At the time of final inspection, a manual, compact disc, web-based reference or other 4.410.1 media acceptable to the enforcing agency which covers 10 specific subject areas shall be placed in the building. Recycling by occupants Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non-hazardous materials for recycling, including 4.410.2 (at minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that'meet-and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et. seq. are not required to comply with the organic waste portion of this section. HCD SHL 605 (Rev. 4/16) Page 5 of 10 • • . • 0 B I. III `r j�. • .� � }. r �-._+�r�=�` �( �I -r• 9 rte, L=------- RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017. 2016 CALGREEN CODE'. SECTION REQUIREMENTS ,` S ✓ rM 7�S Y '. d $7 ''`j M iµ}' � °� x o !? :� �. i z� i General Any installed gas fireplace shall be a direct -vent sealed -combustion type: Any installed woodstove or pellet stove shall comply with U.S. EPA New Source 4.503.1 Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet.stoves and fireplaces shall also comply with all applicable local ordinances. �' - • 1 a�:�li� � �_ �� ►� T� � 1�i�°Tf3I��{'`�oI��TOI�� y-���� .�;, ,�,R �,� ,.;¢i�:a�` `Protection during construction At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air 4.504.1 intake and, distribution component openings shall bib -covered. Tape, plastic, sheetmet_al or other methods acceptable to the enforcing agency, to reduce the amount of water, dust and debris -entering the system may be used. ,. . Adhesives, sealants and caulks Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and caulks' shall comply with local or regional air pollution control or air. quality management district rules where. applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 4.504.1 or 4.504.2, as applicable.- Such products shall also 4.504.2.1 comply with'Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perch loroethylene and trichloroentylene), except for aerosol products as.specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives,•and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound "and do not�consist of more than 16 fluidounces) shall comply with statewide VOC standards and other requirements, V including prohibitions on use of certain toxic compounds, of the California Code of Regulations (CCR), Title 17, commencing with Section 94507. Paints and coatings ~ Architectural paints and coatings shall comply with VOC limits in Table 1 of the Air Resources Board Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits - The VOC content limit for coatings that do not meet the definitions for the specialty coatings catergories listed in Table 4.504.3 shall be determined by classifying the coating as Flat, Nonflat, or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37, of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat; or Nonflat-High Gloss VOC limit in Table 4:504.3 shall apply. HCD SHL 605 (Rev. 4/16) Page 6 of 10 a HCD SHL 605 (Rev. 4/16) Page 7 of 10 E3B'' . - - RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE SECTION REQUIREMENTS Aerosol paints and coatings Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain 4.504.2.3 toxic compounds and ozone depleting substances, in Section 94522(e)(1) and (f)(1) of the CCR, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District shall additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. Carpets stems Carpet installed in the building interior shall meet the testing and product requirements of 1 of the following: 1. Carpet and Rug Institute's Green Label Plus Program 2. California Department of Public Health, "Standard Method for the Testing and 4.504.3 Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350) 3. NSF/ANSI 140 at the Gold level 4. Scientific Certifications Systems Indoor AdvantageT"' Gold Carpet cushion 4.504.3.1 Carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label Plus Program. Carpet adhesive 4.504.3.2 Carpet adhesives shall meet the requirements of Table 4.504.1. Resilient floorings stems Where resilient flooring is installed, at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: 1. Products compliant with the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1. 1, February 2010 (also known as Specification 01350), certified as a CHIPS Low -Emitting Material in the 4.504.4 Collaborative for High Performance Schools (CHIPS) High Performance Products Database 2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools Program) 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1. 1, February 2010 (also known as Specification 01350) Composite wood products 4.504.5 Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements HCD SHL 605 (Rev. 4/16) Page 7 of 10 HCD SHL 605 (Rev. 4/16) Page 8 of 10 ea ,•� v, - - RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE SECTION REQUIREMENTS for formaldehyde as specified in the Air Resources Board's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et. seq.), as shown in Table 4.504.5. 4.504.5 Documentation is required per Section 4.504.5.1. continued Definition of Composite Wood Products: Composite wood products include hardwood plywood, particleboard, and medium density fiberboard. "Composite wood products" do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I -joists, or finger -joined lumber, all as specified in CCR, Title 17, Section 93120.1(a). Documentation 4.504.5.1 Verification of compliance shall be provided as requested by the enforcing agency, and as required in Section 4.504.5.1. = • C►,AI,.3Q2PV4ti', fit �13�: h�Q7U Concrete slab foundations Concrete slab foundations or concrete slab -on -ground floors required to have a vapor 4.505.2 retarder by the California Building Code, Chapter 19, or the California Residential Code, Chapter 5, respectively, shall also comply with this section. Capillary break A capillary break shall be installed in compliance with at least 1 of the following: 1. A 4 -inch thick base of 1/2 -inch or larger clean aggregate shall be provided with a vapor retarder in direct contact with concreate and a concrete mix design which will 4.505.2.1 address bleeding, shrinkage and curling shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. Moisture content of building materials Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19% moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe -type or a contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements in Section 101.8. 4.505.3 2. Moisture readings shall be taken at a point 2 feet to 4 feet from the grade -stamped end of each piece to be verified. 3. At least 3 random moisture readings shall be performed on,wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Manufacturers' drying recommendations shall be followed for wet -applied insulation products prior to enclosure. HCD SHL 605 (Rev. 4/16) Page 8 of 10 HCD SHL 605 (Rev. 4/16) Page 9 Of 10 9 o m - RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE SECTION REQUIREMENTS - aTi!�i►�[1ilT�Id *!�I30�`:.4[firf�4' r=x_ Bathroom exhaust fans Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled,by a humidity control. a) Humidity controls shall be capable of manual or automatic adjustment between 4.506.1 a humidity range of less than 50% to a maximum of k%. _relative b) 'A humidity control may be a separate component to the exhaust fan and is not required to be integral or built-in. Note: For CALGreen a "bathroom" is a room which contains a bathtub, shower, or tub/shower combination. Fans or mechanical ventilation is required in each bathroom. S - • i S1i1tLfJ`��'Lt1ll1�1\!lfl�f } LL)J1Ji.Pi Heating and air conditioning system design Heating and air conditioning systems shall be sized, designed, and equipment selected using the following'methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J — 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 4.507.2 2. Duct systems are sized according to ANSI/ACCA 1 Manual D — 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S — 2014 (Residential Equipment Selection) or other equivalent design software or methods. Exception: Use of alternate design,temperatures necessary to ensure the systems functions are acceptable.Y. - • � It'Q A p � k" l7r f1. �3h U 77t`•a a�v 4i`�'1 lix: y 4.i..1..9af: ��r?<rt ,�...1...a..(at' d �' s . C`��sM'.y�;f �";i^; ,i'�'S Installer training HVAC system installers shall be trained and certified in the proper installation of HVAC systems and equipment by a recognized training or certification program. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 702.1 2. Public utility training programs. 3. Training programs sponsored_ by tradejabor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizatio'n's. 5. Other programs acceptable to the enforcing agency. HCD SHL 605 (Rev. 4/16) Page 9 Of 10 d RESIDENTIAL MANDATORY. MEASURES EFFECTIVE JANUARY 1, 2017 ' 2016 CALGREEN CODE SECTION REQUIREMENTS Special inspection 702.2 Special inspectors must: be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting. Documentation Documentation of compliance shall include, but is not limited to, construction 703.1 documents, plans, specifications, builder or.installer certification, inspection reports; or other,methods; acceptable to the local enforcing agency. Other specific documentation or special inspections -necessary to verify_ compliance are specified in appropriate sections of CALGreen. his chapter discusses select mandatory requirements in the 2016 CALGreen Code. Sections and items that include general information (e.g., scope, definitions, and informational notes) were omitted. The 2016 CALGreen Code becomes effeclrve on January 1, 2017. e 17 CHAPTER COMMENTARY Inplemenlation of 'lhLs slandcrrd is• intended to help prevenl. flooding, damage to adjacent property crud pollution from storm ►water runoff, by retaining soil on-site or by providing soil containment methods to prevent sediment from reaching.storm waler drainage systems and receiving creeks, streams, rivers, and lakes or the ocean. Examples of Acceptahle Methods of Implementation and/or Compliance: • Retention basins sized and shoivn on the site plan. • Filtering storm lwcter and routing to a public drainage system. • Coanpliance iwith local storm ivater ordinances. • Develop and implement additional best management practices (BMPs), including, but not limited to: Silt fencing. Hay bales/mulch. Cutback curbs. Erosion control matting. Inlet protectors. - Stabilized entrances. - Sand/gravel bags. - Fiber rolls/wattles. Background: Currently, the California State Water Resources Control Board (SWRCB) issues per inils• to ensure a Slorin Water Pollution Prevention Plan (SWPPP) in compliance i>>ith applicable slate regulations• is is•s•ued and implemented .for projects that are larger than I acre. This section applies only to cons•truc- lion projects less than I acre, which are outside the scope of'SWRCB. Storm water runoff and the sediment and pollutants it may contain have been identified as one of the biggest polluters to water bodies and their health. Construction sites that continually receive heavy equipment and truck traffic, utility excavation and exposure to storm iwater often experi- ence compaction and topsoil loss which, unless contained, can allow soil and contaminants to migrate into downstream iwater bodies. 18 Guide to the 2016 California Green Building Standards Code (Residential) The goal of's•torm ivater management is to create an effective combination of erosion and sediment controls. Erosion control is the practice of keeping soil from dislodging and migrariing fi-om its resting place; while sediment control refers to trapping and containing soil particles after they have been dislodged by storm i-vater or warier used during construclion. Erosion can be considered the process and sediment as the result. BMPs• continually evolve as on-site activities change fi-an land develop- ment to homebuilding. During land development the site perimeter is the main./buts of protection and as octivilies move to homebuilding the interior streets and catch basins become the main• focus of protec•lion. BMP.s should be implemented to preveni soil erosion, prevent pollittion fi•oin mixing with storm t't ater; and to trap pollutants before they can be discharged. .4 vj: itig. i •i l jt. . JI, ttot:• i. tt {,.. i,i.it.'. !t{l '.+' , '1 i• � 1. • 1 v i• ;�. =e1r ti 3 F': t:tctlii . ri't'i'•t. .', _I'.�+`•ai,j, 'Y+•. ' .+I l.. ,h. , rF'• i. ;. .. .'' ;}•tom. ,,. COMMENTARY Purpose: This section provides protection from unintended entry of sw.-fbce water and regw.res construction plans to sho►v hoiv surface water will be managed. Site design and proper installation of drainage systems ivill help bitilders protect s•t•uclitres froin the dangers of flooding or szibsu Puce wafer infil- tration. This is especially importarnt in areas where setbacks or obstacles interfere with proper suwface drainage. Examples of Acceptable Methods of Implementation and./or Compliance: • Develop and implement control methods to acid,-e.ssgrouncftvaaer.flow both above and below' the surface to ensure ►varier flow ai'vay from the building. • Channel rain gittler discharge away./rom the building during large or intense rain events. Builders should consider site design mimicking waterflows similar to the natural environment. 19 CHAPTER 4 Aclditional design strategies that can be consiclered are: Sloped ground surfaces. - Properly placed drains. This section does not apply to additions and alterotions that do not alter the drainage path of the existing building. Background: During large rain events the ground coin become saturated causing runoff and/or ponding in loiv-lying areas, which con cause water to migrate into buildings. It is- critically importani to channel rain gutter discharge aivay from the building during these events. Builders should consider site design that rninrics ivalerfloivs similar to the natural environment and incorporate methods as described in this section. In order to keep o site well drained and .suable, designers and contractors should consicler both storm ivater fi-om.the roof and rainwater penetrating into the area around the site. Groundr-vater can flow above or below the sznf ice. Control methods should be developed and implemented which allow for both types of groundivater flow to ensure water can continztally floiv away from the building. I :-tT'1f" i111A '1 4'ed t ti 1(' •ti(41S Q: Do local storm water ordinances require findings and filings with the state? A: Sometimes. It is best to check with a specific local municipality about the local ordinance adoption process and required resolutions, findings and filings. Local charters typically address procedures for adopting, amending and rescinding ordinances. Local ordinances typically require or prohibit certain actions under specified circumstances and include statements of intent, findings, specific actions required or prohibited, and an adoption clause. Approved ordinances are subsequently incor- porated into the county or city codes. The State Water Resources Control Board (SWRCB), Municipal Storm Water Permitting Program, regulates storm water discharges from municipal separate storm sewer systems (MS4s). Although nota formal finding, changes in local ordinances which are helpful to or enhance the local storm water prograrn will need to be reported in the local agency's annual report to the SWRCB. Q: CALGreen Section 4.106.2 requires storm water retention and filtering during construction. Does this requirement apply year-round even though construction will occur during nonrainy season months? A: No. This section provides three methods for complying with this section; however, more than one method may be required. The third method involves compliance with a local lawfully enacted storm water management ordinance. In addition, the local enforcing agency has discretion to deter- mine whether these measures are needed based on the potential for storm water impacts during the construction period of the project. However, if there is potential for construction to be postponed or extended beyond the initial planned construction phase, the local enforcing agency may consider requirements for storm water drainage and retention as permit requirements for the project. 20 Introduction to the CALGreen Code Guide to the 2016 California Green Building Standards Code (Residential) i f1t. t 1`tct1:it 0:1ieI 7 .j,.: F- 1'.,r Ilk +,+10-11 tt" +/11. •. r,' r. , +j � �,( .l ,'t i �1. .. ! ,. .rte , .1�, t 'e. r• , i' `,+t'� tt,7l1T; , /I• 2 �a`., '+ �•i• ti`, ... ,1 . 1� . , ,t !.. , �� �i�-•� •.I tl'+: (� "li �• .�t;li\'..:,r. !.t , �,. „ti;yt i(t '��• i�.'� 11•,.'°. i� .itll•�. '.ii ril i't+'.:rti. '_' t�6+.S ;t'.wi t+ r .. ..i'.t+:t +!• +, .,ill i.t i ttl_ ,St•:.t` trt:',,, it+� .S"iJti{'7tt t1,:`•', '..II'tt_`itiitll. .• ,, i .'t.: 1�'r3.'': •t' t.14 -`_ •'t +� _'s f,. ;� ,'l ,�:.}t•t", i,. � COMMENTARY Note: For pzahoses of discus•s•ion, sections related to nmllifamily dwellings twill be dis•cuss•ed separately fi-oin detached one- and two family ahvellings, and 101-mhouses ivilh allached private garages. General Purpose: • To encow-age and szipporl ztse of electric vehicles (EVs) cis an aller- nate means of fransl"rtalion. • To help reduce the amount of greenhouse gas emissions released into the environment. • Provide common-sense preinstallation melhods with listed racelvays or other approved methods dedicated to fztzire expansion and instal- lation of electric vehicle supply equipment (EVSE). • Tiwo exemptions are provided to address siluations ivhere EV charging may not be practical.* s•tructzrres t'vilhort commercial poi -ver supply; and i -Mere the out -of pocket cost to'the homemmer or developer•for additional iifi-astruclure costs (oar the utility side of the meter) exceeds S400 per dwelling unit. The second exemption addresses cases in which costs are prohibitive and contrary to HCD s mission to safe- guard hozrsing crffordabilily and to rechice obstacles to EV use. General Background on CALGreen electric Vehicle (EV) Charging Provisions 2010 to 2016: e 2010 CALGreen The 2010 CALGreen Code provisions for EV charging ivere initially devel- oped as voluntary standards in Section A4.106.6. These volztntairy standards were developed in response to,numerous requests by stakeholders to provide building standards that meet current and fiture demandsfor in.s•tallation of EVSE in single family residences and in parking facilities of multifamily dwellings. HCD's initial proposal ►was largely based upon language provided 21 CHAPTER 4 by the Califbrnia Air Resources Board (ARB), which favored mandating a 240V140A hardwired dedicated branch circuit installed in every home for .fulitre installation ofEVSE. After considerable internal research, addiliornd comment and discussion wish other state agencies, stakeholders, manufac- turers•, enforcing agencies, and the building industry, HCD chose to provide a more reasoned approach of greater flexibility and consumer choice. This wars• largely due to market uncertainties, questions regarding utilities infr•asiructure and not iwi.s•hing to sitbslanliolly increase housing costs with rapidly evolving EVSE lechnolog)� CALGreen s voluntary provisions for EVSE iwere intended to provide low- cost s•tralegies that offer choice and savings in design.for the fiture use of EVs and . for homeowners wishing to purchase on electric vehicle neces•- siloting retrooclive installation of higher calpacity electrical wiring and supply equipment for charging electrical vehicles. It was also HCD.v intent to monitor and revisit its volunlory EV realuiremenis as more vehicles enter the market in the coming decade and EV charging technology evolves•. 2013 CALGreen Strpplemen! (effective.Ittly 1, 2015) The 2013 CALGreen Coale included "carryover" of volunlary provisions for EV charging fr-oin the 2010 CALGreen Code. As part of the 2013 Inter- vening Code Cycle, HCD proposed c•onlintted adoption Qf the EV provi- sions; hoiwever, HCD amended the provisions to inandalory measures. This ►.vas, in part, to support implemenlalion of the Governor's Executive Order 8-16-2012 to achieve a benchmark fir having over 1.5 million zero-emis•- sion vehicles on Carlifornia r•oad►ways by 2025, and the Governor's• October 2013 announcement of an initiative to put 3.3 million zero -emission vehicles on the roadways ivilhin a dozen years. (The inilicrtive is a memorandum of understanding signed by the governors of California, Conneclicul, Mm yland, Nlarss•atchusells•, Neiw York, Oregon, Rhode Island and Vermont. These slates comprise nearly 25 percent of the U.S. vehicle market and the inilicrtive demonstrates commitment to support o successful and growing market for electric vehicles, an important inf uence on climate change, and to support reducing dependence on oil.) In addition, the Governor s Interagency Waking Group on Zero -Emission Vehicles•, "2013 ZEVAction Plan, " designates• HCD as the lead agency.for considering amendments to the California Building Slandards• Coale to ensure new residential buildings are ZEV-ready and requiring Inulliunil buildings to dedicate a portion of their parking lots.for EV charging. 2016 CALGreen As purl of the 2015 Triennial Code Adoption Cycle (2016 CALGreen), HCD replaced the term "EV charging slations " tiwith "EV charging spaces, " since the term "EV charging space " better describes a space avarilable. for future installation of EVSE, but with no EV charger installed. This modificalion in terminology aligns with the terminology used by the Division of State Archi- 22 Guide to the 2016 California Green Building Standards Code (Residential) lect in Chapter 1113 of /he California 13utilding Code. HCD also eliminated the reguir•ement.for idenlification of EVCS on the constr•urction documents because the same requirement ►was addressed in Section 4.106.4.2.1. There is no recrs•on.for the same requirement to be duplicated. These modificalions• did not change the regulatory effect. HCD s provisions facilitale EV charging capability at residences to, further- encouwage purchase and use of EVs as a reliable and economical source of transportation, and assists in reducing impediments such as lack of access to EV charging. These provisions• iwill res'zth in significant cost savings• for homeowners who choose to use EVsfor transportation and need to retroactively install higher capacity electrical wiring and supply egztip- rnent . for charging EVs•. The provisions also provide cost savings, for .stale agencies that may need to offer incentive funding, such as the California Energy Commission's Alternative and Renewable Fuel and Vehicle Tech- nology Program for accommodating ztser^ needs -fir electrical ztpgrades• for purposes of EV charging. Further background and ralionale.for adoption of mandalory EV charging regzrlalions.for the 2013 CALGreen Code Supplement is available in the Initial Statement of Reasons and Final Stotement of Reasons in HCDs CALGreen rulemaking doczmnents.for the 2013 Intervening Code Cycle. Websile: blip:. ca.,!uv;'corle•s•':ch/ 2013icew./m/d Charging Levels The amount of time required to fully change an electric vehicle is a func•lion of battery si.e and the amount of kilowatts (kW) that an electrical circ•zlit can deliver to the battery. Langer circuits, as measured by voltage and amperage, iwill deliver more kW. EV charging is per.forvned at three voltage and current levels. The levels are defined to heel the current EVs• and anticipated fitlznre technolog}, needs, and to provide c•ompalibili{y ivilh the nation's electric transmission and distribution system. Follo►ving are general descriptions of EV charging levels; however, it is expected that technology twill be changing over the next several years. (For purposes of discussion, the terms "electric• vehicle supply equipment " or •'EVSE " are used interchangeably with "off - board changer. ' Level l (AC Level 1) This method uses a standard 120V branch circuit, iwhich is the lowest common voltage level found in both residential and commercial build- ings. Typical ratingsfir these circuits and circuit breakers are 15A or 20A. Level 1 EVSE typically zrses• a standard 3 -prong electrical outlet to connect to premises wiring. Most, ifnot all, EVs are sztpplied with a Level I cord -connected portable charger with ar .11772 standard connector to the EV. The changing time with Level 1 EVSE can be very long—more than 20 hours for some batteries needing a full charge. 23