HomeMy WebLinkAbout078-320-051MarperAOU pAw"VA" NO. 286AG-8-2AX36
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APPROVED
Butte County
Environmenfial Health
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P oteeCrk RASH, Family 7 09: 18: 44 20001'
t Trusa I0, 24GE 'Family
: 4/2R
Spar): 24-0'.' : Ouant ty r 2 P ! j
' ACES-92�':Ynr,2^p:,B1d14/8/19DD1 TROJAN',
I.• I
6-� 5-4-8
04
E J ,1,
2 4.
3X5 -3x5;
i
316
tfi=0 24-0
Pl � �- t r
I
8-0. 8-; 0 9-0.
4l _
L HL 9 0 PKE. 12=7-13 Fi . WL `TO PK ... 12=7 =19
LEFT HEIGHT: 0-3-14 SPAN:r'22r-O RISE: 4-3-14 RIGWT '.HEIGHT:.O^^3-14
r TOP is 10
TOP CHORD:2X4 -F LUMBER PLATES: M20-165, 142
F LUMBER GR DF-L
I "LOADING IPSFI MAX 5TgESSES MINIMUM GRADE O
BOT CHORD:'2X4 No.16Btr GR DF-L
66
STR.INC . L - SPACING!
24 0 in p1C.- O GR DF-L
BELE TI N(I E STRESSES
LR OS00 0 LUSED..
o OOOTTL 0 001u25o < L/3E0 WEBS 2X4 STANDAR
N, TPIr9;i
UBC-ICBO,
NOTES: 0
131"dable 13rdee UoUeeheantU arovtibacedit �'-atl elonp`edtlre tandard gable and detallContin-
has
t21-Brace vortical aUde in pcc.rdonert wi hbttom chord
4
-provideSX4 plata. at seen dpd of'pable stud Unless oth.rwlad poled:
TOP CHOAD DRACINO (a) 24' 0 C UIdLES& RIGIDLY SHDATIffiD, DOTTO{v1CRORID
CONTINUOUSLY bRACCD (� 10`0"O,C, UNLESS RIUIDLY SHEATHED. LATERAL
BRACING OF WED MEIADCRS WHERE REQUIRED' ARE AS SHOWN ADOVIi. FOR
REQ D) REFER TO 1111 PUBLICATION 14111•91 URACING, WOOD TRU59G ,�A r$
I ADDITIONAL PERMANENT AND TEW.ORARY DRACING (wtucH ISA 3
AND RECOMMDNDATI011,
ciS1vI1,�NTARY !
APR 0 7 2000
VYLOFMO
ONG
t141i N/!VG • t�dhJJ\ JO.si/ ri'jrdrrimd)dri dur! IWAp NOVVS ON TIM AND RCVCR,14 3111E It1,F0 h:17SG`
ti '9
, haetpnvalitllCYuse anly,Wl(hMiTekconnaclore,lh:tdq§Ipaldbated pj}IyUpbnpardthommsho}4n,dndleiof'anIndividual 49911_
bUildinp corohohabi la be Ine0jed m7d lopdad Votilcollf.Applltiablliiy n1 doeipn parnmuldrY find propbr bicdrporaifdp o)
cbjnpondntla ttiaponetbultj of bulldmp dbilphdr - not trust ddslpneG Btabinif ehpNn It tot lotaraf euppbrl of Ipolylddpr
web r:binbars Doty. Addllldpol lampatary hrapidp io:nedtd elabltlty dud p cdnelructlbn Is the raeponsWiwy al the orbf)bf, TM
Addi4ohdi p¢nnandhl brpcGp 11, lhd aVatbl) tlfuclulaia iho roeppdel6lq'ty of (ha bulldlhp tloelpnbr. fot paporal pdiddtcb �} CN�L
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mpardlny laEltlbot:pp, qqublliy cohbol, elntopn, dellVery; biectlonr and oiddnp,BondU1l00T•69 Oua11Iy 8landerd, btf tl^ �t w �f1
a9 tltabll:0 4pdchlcellnn� and Nltl•01 Nondjlnp InHtlfeifon and Braclnp Aecnmldondegoq avellnbld from Truel
' hlem ih.inUie, eaa b'pnbitla tlrae, hnii:ean, wl r37iti MiTek 111duskies, int:: I
A .. ^,k'•v �• :c --w------i%t.+.: _ mom. � -�+m, v ^��»earn:_�kw�r,+^,'nm."1^ay,•-+`.'"'''I,_.....:..-.�._.-...-+---^--+--r- ti
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029510 Fri APr 7 'A 9: 15: 36 2000
Customer RASH Truss ID 24COM FanniIy M 104
Project M: 47RASH' TrOU usti`ID 24' Top Pitch c 4/12,
span' 24-0
` :ACCSk32 Kar, a,o, Oltl (4/6/19991 - '
TROD„N•
PLATE OFFSETS(0I.Er7;.Y•T0P): (j7-3,21.
y
• E. I r I
6-7-8 -t—`�' p 17-4-9 g!7_7, 2-0
F 6-7-8
f I
4X4
3
1 4, `� 1 44
3%5 3];5
5h 314 i
16-0' 24-0
P U 8-0, 8-0
I,
L. HL TO PK: 12-7^13 R. HL TO PK 1'2-7-13,
LEFT HEIGHT: 0-3-14 SPAN: 24-0 RISE” 4-3-1A RIGHT HEIGHT: O 3-34
LOADING, IaOL (PSFp MAX STRESSES h1INIMUM. GRADE OF LUMBER' PLATESh.M?_0.-165, d42
TOP 1 ?-0272 70w CHORD:2x4 No;36Btr• GR OF -L
6 10 BgTT! 5 6�0„587 BOT _CHORD:2X4 STAN7ARD GR
DF-L
TOPT 10 B _ LL.DEFL.@70.07 < L/3501 WEBS :2X
STR. IND LUMB 1,25 PLATE 1..25 5PACING•24.o in o.c. UBC-ICBO.T.PI-s1
REPETITIVE GTRESSES USEDIJO. OF MEMBERS 1
DEFLECTION(IN,I fL.L: 0.07.0;L•0.g8,T,,L.0;15 �.
REACTIONS'SIZE:1•-806,3,5015-L42,,3;130
:. .UPLIFTS 1I.8S1.? ,
FORCES --LOAD CASE 01 -
TOR CHORD: 1-2--1765, 2-3--1603, 3 4•-1603, 4-h'•-1765,. i
BOTTOM CHORD: 5-6- 1669,.6 7. 1156, 7 1- .1689,
2^71-282, -:3-7. 51 -
8,: 35-:51%,-5•r2B2.,... i
9 }.
TRUSS HAS BEEN CHECKEri.FOR Io PSP NON -CONCURRENT LIVE LOAD AND; 8.00 PSF DEAD LOAi7 ON DOTTOH CHORD'PER TABLE 113-8, UBC -04,
TOP CHORD BRAC
BRACING Q 24” O,C, UNLESS RIGIDLY SFEIATSD, BOTTOM CHORD
CONIMIJOUSLY BRACED 610'O O,C, UNLESS RIGIDLY SHEATHED, LATERAL.
BRACING OF WEB h1EMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE, FOR
ADDITIONAL PERMANENT AND TEMPORARY BRACING (WWCH IS ALWAYS.
REG'D) REFERTO TPI PUBLICATION HM-9113RACING WOOD TRUSSES n 1
COMMENTARY AND REgO!vlNBNDATION. APR 0 T 2000
p01
dob 4'��hAly�
RrARNlNC bcrtfj'tJd"sfglipora,marc,'sandf2RA!!'NOTESON7'NISANDNRyERSC DE O Op'
Design valid for use only whh MlTak connoeloro. This dasign is base i (qtly upon parameters shown, And Is for an Individual )♦/ *' N (%9 4 j
bulldinp comppnenf fa bo Ineleilad and loaded Vertically. Applicablllly of tleaign paromolore and pfopat Incarporalidn at 4Y' JAI T. ��• ;
compononf Ia responsibility of 6ubding doslpner-hot Irons designer. Placing shown Is for lateral support of Individual -
web membors only, Additional temporary bracing io Insuro. stabllily doting construction is the responsialllty of lbs oropior. tus�, y 1�"'
:. Addlllonpl potmananl bracing of the ovam11 structure Is the responsibiltly of the bulidind designor, For ganaial guidance : `� , Y I
ragurdlhg fabrication, quality control, storogo, dolivery, araction, and brachig, consult OST -66 Ouallty 61rndard, OSB, ri.,_ti ,0F CAL`ic)
69 Bracing Speelllcallan, end HIB -91 Handling Installellon and are Ing Recommandollon available Irom Truss
Plate Institute, 66;1 D'Ono?rlo nrlve, Madison, WI $3719. _ MIT& I11duSirleSr
9
Dosignvalldlot uibon! with MlTekcannaciore.Thiadsslgni bnsodohlyUponahown,and Islot 00IndIvIdgll q
k`()NAt.\�O�`� P
Witting componoBt to bolnstdad ehdfoodad'vAtlloally, Appflcebglty of daplgn I urc,�lo'7fe'isnd j fopotlncarpnratlon of '�-•,,.,, - ,
cdmponant Ii tiopooeibllity of pullding do signet- 661 Ituis doslon0r, BrgciagAt.Ah.b t+• IoiatsJ sbppoN e! IndWldusl
Web mombon Fhly,Atldlllohal iempotaty bracing to Inauro elablllly during o?naPdmbw la hla taepihelblhly of Iho Yrdctor, Ot"
Addlllanal psrmoi dni Lrabtnp of the 6verali eliucluioU iho toapohalbnlly of the UdhWdg Ilyslgnar Far bonotal duldadco
iogardln0lobticatfan, quality cohirol, etorago, delivory, aroctlon, and bYacingr Ortsull 00'48 Bwdtly St ndaid, b99. i
?late inilltule, 563 O'Odolilo;brlvitAledledn, Wl Wid usi I ✓ '
gD Breclnp BpeolNcellnn, eqd NI9•gl Nondlin0lnelellailen antl Breclnp Nneommanda!lon ai ihaufa lmm Tr 1
MiTeklndushies, Inc,
r
.. -,..�..,,��w�+.,a���n•.,.s.,.....:w«�n�«F�.iww,�,,..tw+ww ��-•---,.-W �r�r � s..t,.-,.-„r-, . ,�
02953049 IFri Apr- 709: 15: 30 2000,
t Customler : RASH.Truas.ID 2000M Fam11y * 103
Project tM: 47RASN
Span : .20-0 Quantity 4' Top P]tcri 4/32 {
ACES-32 lVer, 2, 0.:.019 (4104999). _. TROJANi d
10-014-6=5 20-0 _ ,-2'-D
4-6-5 4-6-5 5-0-11
c 4X4
i,
1X4
10
Z' 4
3X4 3X4
3X8
A.
140 F 20=0
1070 10-0
i I
L. HL. TO PK! do-S-18 R:. HL TO PK 110 -8-S,
LEFT HEIGHT:,0-3-14 SPAN: 20-O RISE. 3-7-14 RIGHT HEIGHT: O{r3-14
LOADING (PSF) TRESSES MINIMUM GF(AOE ut- LUMBER PLATES: M2O-165, 142;
L D TOP 1-2-0.162 TOP,CHORD:2X4 No,36Btr GR OF L '
TOP 16 10 BOTT 6-1 0.754 BOT CHOgD:2X4 Nr..36Btr GR OF:L
;SOT O B LL.DEFL.@620.05 < L/360 WEBS :2X4 S ANOARD GR OF-L
STR.INC.: LUMS 1.25 PLATE 1.25 SPACING:24=O 1n O.c. -. UBC-ICBOtTPI-B1'
REPETITIVE STRESSES,USF_D NO. OF MEMBERS 1
.)
I - DEFLECTION UNJ .Lc L- 0,05.,D.L-0.05,. 7.L-o, 20
REACTIONS, SIZE; 1-806, 3.50: 5-806.3,50a
UPLIFTS (LBS):
{ - FORCES - LOAO' CASE #1 `(
• TOP CHORD, 11-2-1302, 2 3--1037 3-0-1017, 4-5--1382,, _
I ' BOTTOM CHORD: 5-Si, 1305, 6-5- 1305,
WEBS: 2-15-!-34P.- 3,-8i 420; 4-6-i-347.
4 ,t
TRUSS NAS BEEN CHECKED FOR' Id PSF NDN-CONCURRENT LIVE LOAD AHO B.dO PSF OEAO LOAD Ori BOTTOM CHORO:PER TABLE !V B,_U9C-84
TOP CHORD HRpCIN6O,C. IJNI SSS R16W7LY SHEATHED, BOTTOM CHORD
i CONTINUOUSLY BRACED (� 10'0"O,C,IINLESS RIGIDLY SHEATHED, LATERAL
HRAC[AI0 OF WEB b1fiw S. WHERE RM UIRSD, ARE AS SHOWN ABOV14 FOR it
ADDITIONAL PERMANENT AND TSMi RAR
HRACINO (WHICH IS ALWAYS Ii J
C REQ'D}IUFERToTPIPUBLICATIONHIB•91HRACIN.W00D1RU5SES
COI,�NrARY,ANDRECO lvrivrlST,DATIDN. APR 0 7 2000
PIROFESSIO
aOON
v
sF
WARNING - Vdri y devigd par{Illididrs"aha RCAbNGTC5 ON T/fIS,{Nb E{3EIf5C. fUE' NtfFQl2E i j F �P { N 04i 9 9 A
' BA61gn valid for use only With MITek connoefota, This design Is based only upon p8relnatara BhOWn, and t4 tbran Individual
,yy ; building cordpononl to be Ins)al,otl and loaded vedlcally, Appllcoblthy at decign parameters and proper Incdrporallon of
I component Is tospoosibllity 4: ppildlilg daglonor- not (ruse designer.. Bracing shown is for lateral support of Individual
Mub members only, Addlfl, ud temporary bracing to Insure stability dudnp construction Is the rosponsihtiny of the elector, ne
pddltlonel pejrnanemA ^<lot.'I rho over 11 alrucluro la,ft o responsibllllyof the building deslpnub For ganopll guidanceR
a ! :, rogerding IpbdCsPort„u r.l,ly �ontrot, staraga, dollvory, otoei(on, and breeing, eonsull05T BB Ouellty Stendurd,OBB• � OF CA(W r
Bg it Son, and,0411 ll Installation AdBrecing necendelloavailable ham Tru- s
Plato institute, Sill o'OnfloP Iva, hlotlison,.WII mMiTekIndustries,
Inc:ZZIJ.
.1�+,,}'JyW„'iw—+�•1! ' e n xMw.wvw me.,.ei .
•t
,
CDF;FIRE SAFE REQUIREMENTS
(
AP#
PERMIT # NAM
P Te r. authority of PRC 429;0, the: following checked items are required,
by''the Butte
County Fire7 Department and are made a part of this permit':
These requirements are minimums and will he superseded by Butte 'County -
local 'regulations which equal or exceed these standards, Field
inspections
will be 'made by the: Butte County Building Department for
compliance;'
i
1272.00
Maintenance of Defensible Space. To eneure continued
maintenance•of ro erti es,.in conformance,'with these
,
standards and measures and to continued
` nassure
abut access and utilszatip ce
of the defen ible saal
provided for in these standards, annual maintenance
must beFprovide for by the land owner.
1
Driveway- Standards
1273 .02
Surface, All driveway surfaces and structures (bridge's,
1273.07
.culverts and other app•-�,.rtenant structures which supple-
ment the roadway bed or shoulders), hall provide unob-
(
structed access to.conventional drive vehicles, includ-
f
ing sedans an d fire apparatus weighing up to 40,D00
pounds._
[yL� ;1273.03
Grade. Not to exceed 1 percent unless. paved.
I
( 1273.04
'Driveway
y Rade .us
4
[
1. No roadway shall have a horizontal inside radius; of
less 'feet
curvature of L than 50 and additional sur=
face. width of 4 feet sha11':be added to curves of 50-
100 feet radius; 2 feet to',tr,4se from"10'.O-,2;00 feet.
(�}
2. The length of vertical curves in roadways exclusive
of gutters,, ditches and drainage structures designed
to hold or divert water shall be not less, than ;100
feet.
{
[ 1273.05
Turnarounds., 1i required, will have a minimum turning
radius 'of 40: feet from the centerof the road,
1273,05
Turnout's, Shall be a minimum: of 10 feet wide and 30
foot
feet long with a minimum 25 taper on each..end,
127 O.iO
Width. All dri"veways shall provide a min.'mum 10 foot
C
traffic lane,and unobstructed vertical clearance of,, is
feet along its enti,lre length.
i
Page 1 ;ME 3 i
14
-
*
WAY -"_`
-. 'SA.-'H'tNWd5.0.�.W--•
26 __DO r.o
AP #
PERMIT ;#
[ 1273,10
Turnouts,: Driveways exceeding la0 "feet in length, but
less than 800 feet in length, shall i provide a turnout a
near ther midpoint of the, driveway. Where a driveway j
exceeds 800feet-# turnouts i9hall, Me ,provided no., 'more j
than 400.feet apart. h,
[ XI 1273.10
Turnaround. A turnaround shall ,re provided at all
building sites, on driveways'. over 300 feet in length and
stall be within "50. feet of the .building.
:1273.11
Gates
rVi
} Lf-S,
1 Gate ,entr,.nces shal'1 be at least two feet wider than
the, roadway it serves. I.
25 '.The, gages must be located at least: 30 feet from the
'
roadway ;and .hall open to allow a ehicle to stopv;i
without obstructing traffic on that roadway.,, I
[ ]
3: Where` a one`-way road with a single traffic lane f
i5'_ s entrance,' S0'-foot'turning radius shall be I
Ovide a
used.
1 Modildcati6n
I
i
].276.'01
Setback for structure Defensible Space., !,
1." Al parvels 1 acre and larger shall provide a mini-
mum 30 foot setback for buildings" and accessory
g p' p.. y
buildin s from ul] ro ext' lines and/or the center t
of the roads
[ ]
2: For parcels less than '1 ace; local juriediction
11
•.
shall provide for the same pract=ical effect:. See
Other- Requirements below,
11� 1276.,02
Disposal of Vegetation and Fuels': Disposal, including
I
chipping, burying; burning or removal to a landfill site
I
approved by the; kcal jurisdiction, of f.lAmmable
I
vejetation and fuels caused by site development and
construction; r1pad and driveway construction and fuel
modification shall ba completed prior to aomplet""ion of
,
x
road construction . r ,111.,al 'h6pect :on of. a building
permit.
Page 2, of 3 I
A
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R OuanCik OP-95TO-5-3—T—.'Fri APr 7 09:im 5U 2000,
Cuetofnofl RASH Tr use ID 20GIR F'ami 1 * : 105
ProiacC M: 47RASH 2 Top P�iCcli ; 4/12
Spa.rT t 40-0 _..:.. Y.
! TROJAN:
AC46-32 Var,2.0, Old 14/D/SUOIi) �•-., { - _ !
PLATE OFFSETS, (%-LEFT,Y-TOP): I13.3,2j, I#6«a_L5L 117.1,310 110.4;,1.51, �1
5S-6
14•'6-10 1 a 20-0
' 4-6-10 4-14-110 5-5-6
� g
E
5X6
4X$` #X5
Y 4 {
3X6+4X6
4X6+3X6
1
t 5 ,
e 7 B
3X6 BXB 3X6 LUR,;A�afi.
14-6-10 20-d _� t
I-4_R-10 5-5 6.
5-5=,1g 4-6-10
. TD PK: 10-6-8 R . HL TO PK
L HL3-7-14
10 6-B"
LEFT HESGHT:O 3-14 SPAN: 20-0 RISE: 3-7 14 RIGHT HEIGHT:0-3 14
LOADING IPSP) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165.142
L p TOP 1 2-E;381 TOP CHORD. 2X4 Nu i&Btr;GR OFf
TOP 1S 10 BOT F- ' 7 B- O . 730 BOT CHORD: 2X0 SG GR OF-L
BOTT O`B LL.DF_FL.@7-'A.15 <.'L/360.... WEBS.` :2XA STANDARD GR DF-L II' I
STR.INC.' LUMB 1.25 PLATE " 1:25 SPACING° 24:0 in o.c, UBC-;ICBG, TP.I^f�A 4
REPETITIVE STRESSES' NOT USED NO. OF MEMBERS � 2 � .I
DEFLECTION.(IN,) L.:L- 0,75,10,E 0,1n T.L-0.32
REACTIONSi,SIZEt 1--4356, 3.50.'5-74j!56. 3-60 .... !
FORCES - LOAD CASE /1 F
TOP CHORD 1-2e-10129. 2 3 fi9., 3-4--6fl51, 4-13"11012%.. 1
BOTTOM CHORD 5-8r 0615. 8 7 9835; 7 O- 6615, i8^Sr 9615° 4-8"1923,
..WEBS° 2.-8.. 1922. -2-7--.3276, 3-7-; 4134, 7 -3276, '
4
LOADING STRESSINCREASE LOADING PANELIPLF) er JOINiS(Los)
LUMBER_ PLATE TYPE- -
1 1.25 1.25 UNIFORM 1- 5-'52 5- ;1. 390
2 MEMBERS 'NAILED TOG. W/i ROW(5) OF ,131x7 in. NAILS 11"im. 5.ti;,(TOP CHS�.),fNO'1 ROW (5) OF 0131x3 lit. NAILS '4 !n. O.c.(BOTT. CyB,) pI4
For Mup i
use 1 ROWcit' NAILS 12 n. 0'e,
TOP CHORD BRACING Q 24" D,C. UNLESS RIOIDLY MiEATUED, BOTTOM CHORD ;
CON(TNUOUSLYBR4CED®i0'0"O,C,UNLESSRIOIDLYSHBATHF°D.`LATERAL" APR
11 nQ00
BRACINO OF WSB MEMBERS, WHU ERE REQUIRED, ARE AS SHOWN ABOVE. FOR Hf R av
ADDITIONAL PERMANENT AND TEMPORARY BRACING MUCH IS ALWAYS
nQ'D)REFERTOTPIPUBLICATIONHM-91 BRACINGWOODTRUSSE3 �1I`D }\!' jfr,
COMMENTARY AND RECOMMENDATION, V ! j « �t p p I Yy
jG 4/ % QROFESS1
AIR
m
iVARN1NCi � Udrtfdr,rCexjgn ppilarderery find RCAd CVt�TC$.ON 2HCSnNb RC'YG'KSC,�id�C11:F17Ctr: USE
p � '
r Iy'
Design vaild for Use only with MiTak Wnnoclors. This design Is basad only Upon paramstore shown, and tenor an Individual r • 400,19
.bullding component 16 be Installed and loaded'yadlcally. Applicability of design parameters and proper Incorpomflon of - • 0 i� 1..
component Is rUCPonsibhlly a[bi llding dosignar'-nol buss doolggor. Waiting shown Is for lateral support of Individual'.: l
web members only. Additional tompomry bracing io Insure slablGly during Construction Is the rasponslblllty or the oroctor iu
Additional permtnent bracing of Ind ovoroll efruclora fe Ilia responsibility of the building designer, Fat panoral guldencd 'Ar-
Frogarding fabrlcal(on, qualiitttootrol, atwage, delivery, otoction, and bracing, consult OSTAS Oualily Standard, OSB±OAL11,
BO Braeing Spsdillealloni ind•il ll
:Hl6andllnd Inatailsllon end 13 Ing Reeommendallon uvellabla froln Trues r �r..
Ioellluta, Sgi O'OnofrlC 6r vo, ldadbon, WI saTta M�TBICIOUSM83 I1)C. ! • .
Plela , 1 d�