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YEAR C-�wA55 A RO. ING
No,
0 01oh IssUe
Date
;
-
CDF FIRE SAFE REQUIREMENTS
d 3 -r9 a2� 3
AP# PERMIT # NAME
bndthea8utte1Count of Fire Depathe rtment land are made apart of this -checked, items are permed
s permit.
These requirements are minimums and will be superseded by Butte County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.
[ 1272.00 Maintenance of Defensible Space. To•ensurr_ continued
maintenance of properties in conformance'with these
standards and measures and to assure continued avail-
ability, access and utilivation of the defensible space
provided for in these standards, annual maintenance
must be provide for by the `:land owner..
Driveway Standards
[ j, 1273.02 Surface. All driveway surfaces and structures (bridges,
f 1273.07 culverts ansa, other apF;�rteaant structures which supple-
menta the roadway bed cr shoulders) shall provide -unob
structed access to conventional drive vehicles, includ
ing sedans and fire apparatus weighing up ;to 40,000
pounds.
[ 1 1273.03 Grade. Not to exceed 16 percent unless paved.
1273. Driveway Radius
No roadway shall have a horizontal inside radius of
J�
curvature of less than 50 feet and additional sur-
face width of 4 feet shall be added to cuirves of So -
10'0 feet radius, 2feet -to those from 1:00-200 feet
The length of vertical, urves in roadways exclusive
I_ of gutters, ditches and drainage structures dasigne,d
to hold or divert water shall be not less than 10"0
feet
[/. 1273.05 Turnarounds. If required, will .have a minimum turning
radius of 40 feet from the center of the ;road,
1273.05 Turnouts. Shall be -a minimum of 10 feet wide and 30
feet long witha, mininum 25 foot taper on each end.
[,] 1270.10 Width. All driveways shall provide a minimum 10 foot
f" traffic lane and unobstructed vertical clearance of 15
feet along its entire length.
Page 1 of •?"
Ct LLP(
AP # PERMIT # NAME
[ ]
12;74..10 Turnouts. Driveways exceeding 150 feet in length, but
800 fevt in leijgth, shall a turnout
less than provide
near the midpoint of the, driveway. Where a driveway
exceeds 8,00 feet, turnouts shall be provided no more
than 400 :feet apart.
[
1273.10 Turnaround. A turnaround shall be provided at all
driveways 300; feet in length'and
building eiies on over
shall be within 50 feet of the'building.
1273.11 Gates
NA
1. Gate entrances shall ,be at least two feet wider than
/
the roadway it serves
2. The gates must be located at least 30feet from the
roadway and shall open to allow a vehicle to stop
g y.
without obstruct Lntraffic on that roadway.
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3. Where a one-way road with a single traffic lane
provides entrance, a 50 fcot "turning radius "shall be
used;.
Fuel
Modification
1276.01, Setback for Structure Defensible Space.
All parcels 1 aC eeL aid larger shall provide a'mini-
mum 30 foot setback for buildings, ,and accessory
buildings from u13 property lines and/or the center,
of the "road.
2. For parcels :gess than 1 acre, local jurisdiction
hall; provide for the same practical effect: See
other Requirements below.
1276.02 Disposal. of Vegetation and Fuels. Disposal, including
landfill
chipping, burying, burning or removal to a site
app;roved'by the local jurisdiction, of flammable
vegetation an d fuels caused by site development and-
construction, road and driveway construction; and ,fuel
Modification shall be completed prior to completion of
road construction �r £ijal inspection of .a building
permit.
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Page 2 of, 3
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APAZINNIFS
,
Certificate of ' Confonnax ce
Cerlffcate
05407.4
THIS IS TO CERTIFY,that the. glued laminated timber products identified With a collective mark of
Engineered Wood Systems (FW5) were manufactured in accordance, with: the applicable standards'
and associated so acilicatlons indicated below:
ANSI Standard A190,1-1992, Fot'Wood Products - Structural Glued'
Laminated Timber
NER•466 Glued Laminated Timber Comb►nations And "GAP"
Computer Program For Datermin ng Design Stressbe
AITG 117.93-'IvlanufaclUring;- StandardSpecifleattens For Structural
Glued Laminated'Tlmber Of Softwood Species
r
.. IT IS HEREBY CERTIFIED that the APA SMS trademarked structural glued laminated timber members
were produced in a manufacturing facility " ublopt to regular audits in accordance with the Engineered
Wood Systems (FWS) Quailly Assurance Program, Routine audits Include Inspection of the
manufacturing process and evaluation qt the in -plant QA program with adequate somp(Ing to verify
conformance to Industry sia,ndwda for lumber grade and glueline bond quality.
ee-
I �� 01?,#40400,
rnby'- .�^•
W
- _ SEAL v% Thomas G. Williamson
Executive vice President
&M1'dINEL�AEP ►inDD 9YSTEA!Slf 1 reGlod CO' onlloR 01 «IA0.y TNd 6NOWEGAGO MODAt
701ib`ou1A191h8u0dlP•0 Bok11�60-TacdtnA,WA0A111OT00 e
TelepltOMt (go) 40,6606 i Piz Nulnbth 12631 Eat"hos
I V nw01,11 eos9t W*hazorzlal�/Lo
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00579 05
Pq Thu Sep 20r"13: 39:157 200yi.
g'�'cuatonnerief',MITCHELLSBLOGBUPPLY Fam11y A' 104 +;
ProS'@Ct F- OMi:T TrUss' ID , Al ToP Pitch ,t 3/12 "
t Spart. „24,-0. Quantity 2
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ACES-32�VQr`•2.0¢;Bltl (3/30/19981 ,��(
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17.5.6 _0 2-0
066_1"0 6_1.0,.
5-5-6'
6-6-10
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94-0
8-0 8-0
R . HL T O PK 12•-4-7'.
L. HL TO P1f' i2 -4-;T SPANS 24-0 RISE: 3-3-13 RIGHT HEIGHT:'0-3-43
LEFT NEIGHTt0-3-13+ BOT CHORDR2X4,ONo`UMOER PLAT ES:M20-220,19C '
LOADING IPSP) MAX STRESSES � 16Btr GR OF m-
L D TOP CHORD•?X4 No 16Btr GR OF t-
:
BOTT.__ 20 10BL.LL.bEFL,(00-0,06 < L/240 WEBS 2X4 STANDARD. GR DF -L
STR.iNC.' LUMB 1.25 PLATE 1,25 SPACING - 24.0 in. 0, CUBC 97�-ICBO:AN5i/TPI9°
REPETITIVE STRESSES
'.USED NO, OF MEMBERS 1
DEFLECTION SIN) L L• 0,00,O.L•O.Ot7,T.L•0r0,
NOTES', 12 Bram vertkal studein8aa ordani,
O.C.¢e w' ch standard gable end ueteil
f3)-CDntinuOU5 bearing prawidetl along'entire bottam.chord
4) -provide SX4 plated at.eaCh end of gable stud unless otherwSae noted
TRUSS CHECKED FOR BO M-PrH WIND, ENCLrBLOG-,WALL NGT, '10 FT,sL00. CAT, I. EXP, CAT, Cr'16(10+B) p5F OL,SOOi00 HI FROM OCEAiINE (ASIC E7�t
[OP;CHORD pRACINO 24" NL
0 C UNLtS$ RIOIDLY SHEATHED, BOTTOM CHORD
CONTBdtlDU3LY BRACED )O�RC ,Qumw, I H AS OWN MOM OR
BRACINO OF WEB MEMS.
ARYBRACING
ADDITIONAL PERMANENT.AWDTEMPOR06DTRUsAI.WAY$
Ri Q D) REFC(i'7 O TPI PUBLICATIO14 HISM BRACING �1100D i33E§
N.
COM3dENTAk�`AND RECOMMBNDATIO
SEP 2 7 zC01`
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►VetRN]N ldflh'rlEtTgll t�r)h++ttrerdP5 it1(ri 1�L"rI7� Y�01 i dN 77i1S A�l� RLVotSC SIbn apOng USE
boaipnvalldter ulgonly With WTokconniiion,Thladaelpnleburro bnlyupohparamitdraahown, andiefor anlnkiduel ('j
bulidlnp coinpbnohi to its indalled aho loaded vedlcatly:Appllcabluty al derlen piremotoN and properVcoryiorollod of, y�30 04
tomponiAl li resoolisiblilly of building doelpnot not lniee designs(, erodng shownli lot lateral sbppod 01 hidlVidoal
web memboti only, Addltlodof temporary bredng to Insure stablilty during construction Is the rospdnilblllty of the droctoM, iu
Additional pbirteriont brednp'o"I the bverill structure is the rosponelhlhly of the building daatpneb For gsnsrhi pGidence
ropatdlnp lianeebon, quollty Control, atotape, ddNaty, itacilon, end ateclop, bodauft do* -iia ouaibti 6undoid, ose• i AC �C1v
!0 Duclnp apetl0eadan, and HIS et Handling Inslelidlon and Bribing Raoominandattah aJella:±ie )rom Trpai Pp,' i,� �� cAi,�i �,
�.�.. • , oon,W1E17_tp _.'„ MITDk �ndUS [S83r Inc+
ilrlo brlvs A1idl
gids InallWie, aa3 D'On ..
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McWsson & Associate:; b0^4,V— Uj' Jae No.
1490 Highway 99, Suite B 1.3a �p.N—(Q►, 'OVAUG SHL No,--L—oF
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Gridley, CA '95948
(�l 1CA-
BATE �.
Ph'. (530) 8464376
Fax{530) Sh6-0358Alp*
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PROJECT :NAMEfE
��ili'iZ �6�LLC.�✓
PROJECT ADDRESS
(35 Gy'ur`(O►.i DRIB E U%Y1Ll.E l;
CLIENT LEE}�
1441 T(%L/
BUILDING TYPE
-YCODE
MA7iHEWMdk1SSON
--6-19423
Type or arrangement of lateral resisting elements (table
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SOF - L
VERTICAL _LOADING
MATERIAL SPECIFICATIONS
& STR ,
SOIL
ROOF D,L.
/ Test
ROOF L.LG
WALL Da,
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Classification
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Embedment'
CONCRETE
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LATERAL LOADING
MASONRY
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WIND PRESSURE Pc_, )
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EXPOSURE/ MPH
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REINFORCEMENT
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STRUCTURAL STEEL
SEISMIC FACTORS'
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