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a
Walls: —
Windward wail ' i r
0$ (sward .
Leeward Wtal
0.5 outward
Roars4
Wind perr.ndicular to ridge
Leewardroof or flat toot
07 outward'
Windward roof
less than 2:12 (16,7%) , " r ,
0;7 outward
'Slope 212 (16.7%) to less Than 9 12 (7596)
0,9 outward or 0 3 inward
<`
, .Slope x:12 (75%) m 1212 (l00%) ' , -
"Stope 512:120 00%) '
0.4 Inward •_
0,7 Inward ;
wi' t 1 Y N4
°r ' V;
V«rmd parallel to doge ono not toot: (
0.7 outward 1 t N T t + r
'
t"
�J t ZMethod
2 (t'rnJoeted uea method)
i
t )qg a t J )
0n vesical projected Brea i w.
- ^•-Structures 40 feet (12 192 mm) or leu in height
1;3 horizontal any direction
Stcuetu[a over 40 fat (12192 mm) in height
1:4 horizontal any direction
on horizontal projected ateat �tr1 " t r
0.7 upward 1
2. Elements and compo, cots not in areas of it ,
disconunuttys
Wa11 etetnents-
All structures
1,2 inward
�..»..: ..�.,
Enclosed and unenclosed structures --^
1,2 outward 1t.
s v) t
ad unclosed structures ^
"_ iJ
1.G outward ` +
1:' im rad or outward t
_'
Parapets walls. t
it
I M a 0;
« 1
Roof elements r,?' I
Enclosed and unenclosed s"durcs
)c l 1
"
t A
}Slope <7 12 (58 35b) i, r r h 1 G t'
to 1212 ( 00%) "
l 3 outwttnl t
f:,3 outward or inward
h:a tat LIr,/,
Slope 712 (58,3%)
A,3.V'(RIl IIr« !y fin. IOdr)1=r , t CL.it tiort dllb '
ylti or l,ir'4 : 7 is h •' «� t�..
,tl�rl KVtA i« 1rt, at,
`!i.w,ti.'ritl,al.ii:tlrtCJ�,c,� .• i31
Paniallyenclosedsuucturcs'Iori,1.T,.,f.st!.n,t,,z,
Slope c 2:12 (16,7%)
t 7.
Slope 2:12 (16.7%) to 7:12 (58.3%)
17 outward,
1.6 outward or 0,8 inward
Slope 2(58%) 2!12 (100%)_
1.7 outward or inward
3. Elements and comaonegls in areas of
Wall comers
1.5 outward or 1.2 ,sword
drseonUnUldcsz�
RoofcaVesarakesor""rid G, without lit�7
—'µ
d„,ti; t 'l it
tta7u,trtAtc�Y
ov`erhaiigs
Slope<212(167%) i
o26outwtd7;2
upward.
21 36 1
aid li
,tttitlC{�+�`�kStacor tl
Slopc2:12(16.7%),1'rultsi 1,G
.51opc>7:12 58.3%) to 12:12(100%)
,
outward
t t ^
Forslopesless tan212(16,7%) ..r
x Overhangs at roof aves, races or rfdges, and r, I
U t
A 5 added to valuer above x .
r. A .. .
i
•Canoe Cs
,. Y
14..,Chimncys, tanks a_nd solid towers" «
Square or rectangular ti i " a1 t i P
1.4 ony,dircction «'
1 1 any direction 1
�., „ w 6
t
1lexagonalnrocwgonidt, 1 �'
Round o al nr °
0.Banyd(rection `i
Y.
S. ,t)pen•framc towers
Squae and rcetmigular t 1 r 't t #t F ria
,
t
t ,
Diagonal a.. r d�:1,,,
x
,,
3 6 i
t.irtu'd « ' Irl ut" t) ws
32
Tdnngulrr lav
;' > P t '• ,
6, Tower accessories (such as Iadders,xonduit, ;
4ylindriral members F
2 inches (51 mm) or less in diameter -
J lights and elevators) 1' , ,.
I,Over 2 inches (51 mm) !n dinnteter"*4, '�
-0 B t
F7atorangularmembers¢ai,glt
.
1.3 '01
71 Signs, nagpoles, iightpoles minor structures
t..
, .: n a: ..
l ' "'" '
n. addutnnal value of OS shall be'addcd
-, 1.4 any direction
"
to the outward Cq, The most critical combination
shall be used for design ,For dennttion of partially enclosed structures, see Sect on 6.
values listed are for 10'sgoarc toot (0 93 mz) Ulbutary areas, For,tributary areas of 100 square feet (929 sitz), the Value of 0.3 may be subtracted from Cy, except
or area at tliseontinuiltes with mopes less Ulan 7 units verticalis l2 units horizontal (58,3% slope] where the value of 0.8 may be subtrsctcd from C . interpolation
may be used for tributary areas between 10 and 100 square feet (0.93 int and 9.29 in Fo f tdbutarytarcas greater than 1,000 squairc leer (92.9 m ),use primary.
(tame Values. • , i as 1 t
For slopes greater than 12 imlks vertical 1612 units hodzontai (100 6 slope), Use wall element Valdes , s , i , , , ,
Ldctd pressures shall apply over s distance from the dtscontdiuity o[ 10 fat (30x8 ttii } o. 0,) Umcs the (cast wltlth of the structure, wltleheVer is smaller.
�Discontinuide at wall camera or tuotddges aro donned as tliscontinuous breaks in the surface where the inc�loded11 intendr angle measures 170 degrees or less;
L.
is to be applied on either side of discontinuity but dot slmultancously ori both sid�t ,.p r
tv 1 pressures shall be applied to the alai norma projected area of rill eiements an one face, I he or2e1 shrill be assumed to act arahel to the wind d� t a
tviletors for cylindrical elements arc Iwo thirds of thcsd or
hat of angulargiements, "': t r Ir
. .. i i.
;...W... .., b.��� •-., W - ,!,F-....�:+nv'.L`row..t.w;�-......r""7,`I'•--`'"�:`+.-.._.-..-..,s...ktm..aw..:;tw,�_
e 4,s
`
SHEAR WALL - 3/8" MINIM UM PLYWOOD, CC, CD, STI2,UCT II, WITH
8d G.V.S. AT 6"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING
OF DOUGLAS Flit AT 16" cc
V2
SHEAR WALL - 3/8" MINIMUM PLYWOOD, CC, CD, STRUCT II,; WITH
!
8d G.V.S AT 4 cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING ,,
OF DOUGLAS FIR AT`16"cc. `
SHEAR WALL - .3/81' MINIMUM PLYWOOD, CC, CD, STRUCT II, WITH }
8d 'G.V.S: AT 3"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING
f
OF DOUGLAS FIR AT 16" cc.
SHEAR WALL - 3/81" MINIMUM PLYWOOD, CC, CD, STRUCT ILVITH
2?:
8d G.V.,S. AT 2"cc EDGE NAILED, 12"c6 FIELD NAILED ON FRAMING
OF DOUGLA& FIR AT 16"cc; FRAMING AT ADJOINING PANEL EDGES
SHALL EE 34NCH NOMINAL OR WIDER, AND NAILS SHALL BE �
.STAGGERED WHERE-NAILS ARE SPACED,2 INCHES ON CENTER; y
`
STUCCO - EXPANDED METAL, OR WOVEN WIRE LATH AND
PORTLAND CEMENT PLASTER, 7/86 THICK, WITH NO. 11 GAGE NAILS,
{
1 1/2" LONG, 7/16" HEAD 61' ON CENTER, OR NO. 16 GAGE STAPLE, 7/8"
t
LEGS 6" ON CENTER:
y,
SHEAR WALL - 3/8" MINIMUM PLYWOOD, CC,'CD, STRUCT II, WITH
2X
` V
8d COMMON -NAILS AT 6"cc EDGE NAILED, 12"cc FIELD NAILED ON
FRAMING OF DOUGLAS FIR AT 16"cc:
7
" LL BOARD WITH 5d COOLER OR
GYPSUM WALLBOARD
UBC
WALLBOARD NAIL S AT 7 oc. MA PER TABLE 25-I.
BRACED. WALL - 1/2" GYPSUM WALL BOARD WITH 5d COOLER OR
UBC TABLE 254.
WALL:EOARD NAILS AT 4" oc. MAXIMUM PER
BRACED WALL , S/8" GYPSUM WALL BOARD WITH 6d COOLER OR..
" 25-I.
M PER UBC TABLE
WALLBOARD NAILS A T. 7 oc. MAXIMUM
t i d It1•t'.9 Aritt�l.l��a ,p r "`'n„ • .
.: .. 1 r « � � « �f"-, «� st PiC ti � , (« * ♦ ♦r .� 1;� IS t .k ti.� 1.. 1 -
.4' x r�`t:': •s'ti'i-�' :. I"` �� rXal 142yf � 1 Iar ,r� e[it'(i c'3 -s� y,
,,;,�, ! � :, » .>< a � ti ,,•su'A l tx i (tit. [ UItiO., it
.lc re Nr
"K,;t "el,ttfillr r
A_..�.+ (t � f �� ' f •'"'_' � r i�;. la t F A + i t � (111 k$. ) t l * e l � f �, ,�
�r� 'i;�k 1 �s, �:"f s'....�r .., , �• �t* pti,r(t�t%y .,t,��o 1.E, -
1" } �„ .,..; f g•,+«tMr t'fi�xt�l I a T yA.�, S 't o6inra a tlr w
BLE 16-G--COMBINED.HEIGHT S)jiPG��RE �D GUST FACTOR COEFFICIENT (Ce1" t, , , t m ' ,�v�
--.. ,», ..a _ _ --- ti»..;.( r-�-.a �,f.?'.x,: c �!-a: ", _ .�i .• .. «.. � L 7: t• rirs 1" SI: t$� �t» �,�E,« 1' I(t .' . `s
i
1 , . > r .. s 400 _ -•- .� [d' r
'�hhlw°1 °Nir'F�*t1AFfti hpr
htsabove 15 feet(4572 el maybeinterpolated
14
W
s wile a hel 6b4
Values for fa erm 4 r i )' ty a7:ir• t t r ° �., •T,rr
w� r `
�+
r, c 1 r •r {'tir t v *.
c tr'"i ! C11t?L� .�}1.�t3t b i 1 ^, h �'!.i'F MYG OAIr, i+-lar»d ..l
1� fS i J N7rr+i y
y
_ =•••1
i" I �� � w.n.s:
_
't
'�
yn +•--.�r --"+, r-^; x �� ` 1.Y �« r
t l
* r y , ? firt:�fe 1 1
tiyl,t iL � �'
cl t
4i
4�.
,talo x(''7ctt'1
' 4 � 1 R ,..} •
n
.I« .. X41. rh :1 'A 1
T
v
..MEIGHTASOV
fia'i•"WOINII
{
X:
t i d It1•t'.9 Aritt�l.l��a ,p r "`'n„ • .
.: .. 1 r « � � « �f"-, «� st PiC ti � , (« * ♦ ♦r .� 1;� IS t .k ti.� 1.. 1 -
.4' x r�`t:': •s'ti'i-�' :. I"` �� rXal 142yf � 1 Iar ,r� e[it'(i c'3 -s� y,
,,;,�, ! � :, » .>< a � ti ,,•su'A l tx i (tit. [ UItiO., it
.lc re Nr
"K,;t "el,ttfillr r
A_..�.+ (t � f �� ' f •'"'_' � r i�;. la t F A + i t � (111 k$. ) t l * e l � f �, ,�
�r� 'i;�k 1 �s, �:"f s'....�r .., , �• �t* pti,r(t�t%y .,t,��o 1.E, -
1" } �„ .,..; f g•,+«tMr t'fi�xt�l I a T yA.�, S 't o6inra a tlr w
BLE 16-G--COMBINED.HEIGHT S)jiPG��RE �D GUST FACTOR COEFFICIENT (Ce1" t, , , t m ' ,�v�
--.. ,», ..a _ _ --- ti»..;.( r-�-.a �,f.?'.x,: c �!-a: ", _ .�i .• .. «.. � L 7: t• rirs 1" SI: t$� �t» �,�E,« 1' I(t .' . `s
i
1 , . > r .. s 400 _ -•- .� [d' r
'�hhlw°1 °Nir'F�*t1AFfti hpr
htsabove 15 feet(4572 el maybeinterpolated
14
W
s wile a hel 6b4
Values for fa erm 4 r i )' ty a7:ir• t t r ° �., •T,rr
w� r `
�+
r, c 1 r •r {'tir t v *.
c tr'"i ! C11t?L� .�}1.�t3t b i 1 ^, h �'!.i'F MYG OAIr, i+-lar»d ..l
1� fS i J N7rr+i y
y
_ =•••1
i" I �� � w.n.s:
_
't
'�
yn +•--.�r --"+, r-^; x �� ` 1.Y �« r
t l
* r y , ? firt:�fe 1 1
•;
S(At 1 r,hy�;+4
r r a 1'i.: #f�' h� a h.1t
f»: t+•
Vie;
i.� :,^ ;ty 't •i' �' 4 / .A 'V:'3t lhipi. i
,talo x(''7ctt'1
' 4 � 1 R ,..} •
n
.I« .. X41. rh :1 'A 1
T
� ».
•
..�
.. tib r~
_
.r.
• « n
Y
,�_.�.. m.:.
,., :::7
• ' .�'MICHAELMOONEY
CIVIL ENGINEER_
a RCE 20647 EXPIRES 9-30-01
a 5A MADRONE AVE
0
OROVILLE, CA 95966�.
7i0
Date;
05/15/99
page'.
GENERAL TIMBER BEAM DESIGNv
22
v
BEAN DATA
SPAN DATA
Tirtocr Section --- - End Fixity :'
Pin -;Pin
Center Span
_^
9.17 ft -
i Ream Width 5,125 1n Elastic mod
1600000 psi
Left Cantilever
4
0.00 It
d Beam Depth 12.00 1n Beam Density
35.0 pcf,
Right Cantilever
0460A
Lamination Thickness 1.50 in Load Duration Factor -
1.25
UNBRACED IMIS
Fb - Bonding 2400'pst Beam Ht, is Added to Loads
Le : Center Span
2,00 ft
.f
44
t i iv -Shear 165 psi End shear Calc'd at Support
Le`; Left Cant.
0.00 ft
650 psi
Fc'- Bearing p
Le : Right Cant.
=
D.00;(t R
_ 3
APPLIED LOADS
Point Load`; ,DL -560.0 6 LL - 896.0'f at 1417 ft
Point Load! DL - 660.0 6 LL - 896.0 / at 3.17 ft
Point Load: 'DL - 860.0 6 LL - 896.0 6 at 5.17 ft
Point Loadi DL - 560.0":6 LL - 806.0 6 at 7,17 ft -
Point Load! OL - 560"D;I LL - 896.0 6 atSURR9.17 ft
�1 V
I USING 5.125 K 12,600 Beart+. Banding - 25.48X; Shear - 38.361
Hax, Pus Ham @ 5.17"1t 7.83 k-ft Shedr:,Ilax, @ Left
3;24 k
Reactions..:
DL
1
Makimxn S
MaK. Neg 11W @ 9.17 ft m 0.00 k it .used for son -
401 k
Left
- 1,,29 k
3.24 k
Max D 0t - 0.00 k•ft Area 1101114-
23.59 in2
" Right
- 1.65 k
4.17 k
HaK @ Right. - 0,00 k-ft bk. @ Right
2.72 k
jHax, Allow Hement 30:75 Wt ,,:,used far dsgn
4.06 k
Deflections.,.
fb : tiax. Actual 764.3 psi ,.,.Area Rcq'd
19.16 in2
Center
4.03 In
•0.09 In
Fb : Allombie 3000.0 psi fV : Max. Actual
19.12 psi
....Dist
4.58 ft
4.685,ft,
• Fv : Allowable
206:3 psi
...L/Defy
3146
1249
Ck - ,60(r'Fb)".5 19.87
Left
046, in
0.000 in .
Cs - (LeD/B*2)".6 4,83' Bearing Req'd 0 Left
0.97 in
LIDefT,,
0
0
•
Cy per UBC 3312.4.5 1.00 Bearing Roq'd @ Right
1.25 In
Right ,,
`' 0,00 in
0.000 inL/Def{
0
0'
00 C)1D ow C) N, 00
In 0) Is m
f0 a) I W.1
1k Ei1j
0J ,
J-
,
7f1.
i
HiCiU�. MIONEY,:KN•0601576
t V4,40 (c 1983.96 tNERCALC
.Wr��-+.�M•u..yvL+,.,�ic+om:yaiR_
��'.r,_,�•-��•..�..,....w��-...u-�--�"'�i�v."M'.:,:�':�'k'�..�.a.. w",.'i `a�
'.�'Y'�."". -'�'�'�Wy
4'�:u�.°F"'w;rt'�A-stlR„"
..n,-Y"rw+wwY�
w.e� �..Mry •T +.r'^'7
ve
1
J
MICHAEL MOONEY
j
CIVIL. ENGINEER
RCE 20647 EXPIRES 9-30-0.1
'SA MADRONE AVE
M ,
'OROVILI__E; CA 95968
Page:
Date«';O6/l5/g9' .
TIMBER JOIST & RAFTER DESIGN
M
N
DESIGN DATA
- 1,
2 ..
Timber Section
..;.Depth
in:
5.60
11.25
40th
in;
6:50
3.50'
Le Unsupp
ft :
2;00
2.00
Fb= Aticw
psi :
1350.00
1350.00
1
F,v- Allow
Psi :
85,00
05.00
Elastic Mod.
ksi
1600.00
1600.00
Load Duration Factor
:
1.25
1.25
t
Stress Ratio'
,» :
0,49
0.24,
CENTER SPAN;
AK-
-OK.
Span Length'
ft :
9;00
moo
Uniform DL
plt :
72.50
4040 -
LL
plf :
116:00
64.00
RESULTS,
i
Mnax 8 Cntr'
Wn :
22.90.
35.10
%•01st
ft :
4.50
7.50
REACTIONS,
t
Left; Dead load
/ :
326.25
306.00
Load
/ :
522.00
480.00
fLive
Right: Dead Load
i :
326.25
300.00'
Live Load
r :
522.00
480.00
STRESSES
OK -
OK-
P2. Allow
psi :
16874
]x56.3
Fb:, Actual
psi
025.9
475.4
i
i
Fv;. A1164
psi :
106.25
106,25
Fv.. Actual
psi :
37.58
?6.15
lI
DEFLECTIONS
Center... ',Dead Load
In :
-0.088
0.069
X -Dist
#t :
4.50
7.50
DL Ratio-
:
]231
2625
Live Load
in
T06140
.0.110'
X -Dist
ft :
4.50
.. 7.60
LL Ratio
:
770
1641
j
Total Defl
10, :
•0.228
•0.178
X -Dist
r ft :
4.50
7:50
i
Ratio
- 474
1010
II
1 V4.4C1 (c) 1983.96'ENEP,CALC
1
i
MICHAEL MOONEY. KN -0601576
7,
.' .
•_YMICHAEL MOONEY
CIVIL -ENGINEER
'RCE 20637 EXPIRES 97,30-01
54 MADRONE AVE
OROVILLE, CA 95966
Page; 2
i-
Date:
00115 199
c
-GENERAL TIMBER BEAM DESIGN
_
w
rL
��w► � ���K 12.0 ���
2y �-�y
BEAT} DATA
SPAN OATH
Fixity t
Timber Section End "
r Sec
PimPin
tenter Spad
ft `
b,126,in End
Beam Elastic. Modulus
1800000 psi
Left Cantilever
-
0.00 ft
Beam Depth 12.00 in Beam: Density
35.0 pct
Right Cantilever
-
0,00 ft
j
Lamination Thickness 1,60 in Load Duration Factor. -
1,26
UNWED
LENGTHS
j
Fb -Bonding 2400 p;i Beam Mt, is Added to Loads
Le , Center Span
-
2,00 ft
1
,Fv ,Shear - 165 psi End Shear Catc'd at Support
+
Le : Left:Cant.
-
0.00 ft
Fc - Bearing650 Psi
Le : Right Cant.
-
0.00 ft
APPLIED LOADS
,Uniform Load D Center Span., DL,:- 40.0 plf LL - 64.0 Of
°
Point Load: DL - 2060.0 0 LL - 3300.0 A at 17.00 ft:
Point Load: OL - 300.0 1 LL - 48090 i at 21,00 ft
SUMMARY
USlNO 6.125.x:12.000, I Beam. Bending - 72.47%, Shear;- 66.081
Max. Pas WA P. 16.97 ft - 21.39 k -ft Shear: Max- 0 Left
2,27 k
Reactions:..
DL
Maximum
Max. Neg mom 0 21.00 ti -- 0.00 k -ft ...used for dsgn -
3,40 k
Left -
0.97 k
2,27 k
Max 0 Left - 0.00 K -ft ...Area Req'd -
16.51 int;
kl,7ht -
2,54 k;
6.37 k
Max 0 Right , - 0:00 i; -ft Max, 0 Right -
5.59 k
Max. Allbw Mment - 29.62 k -ft Used for dsgn -
8,38 k
Deflections...
to :-Mak. Actual 2087.1 psi ....Area Req'd
40,64 int
Center
-0,47 in'
-1.13 in
i
Fla : Allowable 2880.0 psi fv; Max, Actual -
136.29'psi
..,Dist. -
11.34 ft.
11,424 ft
f,FV
Allowable206.3
psi
,,,L/Def!
:541
222
Ck - 19.87
Left
0,00 in
O.OpJ in
,eli(E/Fb)'.6-
Cs-,aeD/B-2)',5 4.83 Dearing Req'd 0 Left
,.L/Deft
0
0
- -
Cyper UBC 2312,4.6 0.96; Bearing Req'd @ RighL
1,91 in
�
Right -
0.00 in
1),000 in
t
...L/Oefl
0
0
p0
M a
1
Al 1
J. J
J J
721.00 l
�
t
s
,
576
i
MICHAEL MOONEV, KM•0601576
j,
V4.41 (c) 1983.965'ENERCALC
MICHAEL,MOONEY
CIVIL)ENGINEER
, I
.
RCE 26547' `EXPIRES, ^,30701
5A,NiADRONE AVE
OROVILLE, CA 96.566
Date, 03/02/00
page:
TIMBER COLUMN ,DESIGN
(�
Design Data Allowable Stresses
columi Depth 7.25 in Fe: Parallel to Grain
1006 psi
column Width 7,25 in Fb: Bending
1200 psi
Load Duration Factor'
1,25
Elastic Modulus -
1600000 Psi
Total Column Ht 9,00 ft Le for w Axis Axial Loads:
91001t,
Le for M Axis Axial. Loads-
9.00 ft
-- Le for 0 Bending -
9100:ft
Applied Loads
Dead Live
Short Terme
Axial Load y 12000.0 0 11290.0^1
0,0,0:
,.,Eccentricity 0,00 in talong 'depth' axis?_
Transverse Moment 0 M4 O in4
Y
0 in•#
Eccentric Side Load 0;N 0;d
0'1
.,..EccontricitY w 0,00 in 0.00 in
D.bL"" in
... Diitance above Base - 0100 ft 0.00 ft
0.00 in
Calculated Mamii)ts
Equivalent Load 0 Mid•height- 0, 9 0`�
0 d
Side.Load Moment y 0 in•# 0 in=0
0 in4
Max. Design Moment =' 0 in•p 0 in•,4
0 In•p
a _ Desipt sumer
DL+LL 6L+LL+ST
DL+ST
Actual Axial Stress- 443;1 psi 441 psi
W,3 psi
Allowable 079.'spsl 1051,2 psi
1051,2psi
Actual Bending Stress 0.0 psi 0,0 psi
0.6 psi
Ailowabte 120010 ps1 1600,0 psi
1500,0 psi
stress tnteractica Value 0,604 OK- o.422' "GK.
0,217 •OK
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9.30101
5A'MADRONE AVE
- ;
OROVILLEP CA 95966
Date: 02/29/00 Page:' .
TIMBER COLUMN`DESIGN
,
Design Data
11,25 in
Allowable Stresses
Fc, Parallel to Grain
1000 psi
Colurm Depth
Coluim Width - 5,50 in
Fb: Bending
Load Duration Factor
,5 psi
1,225
1600000
]
Elastic Modulus
psi
Total Column At - 10,00 ft.
Le for W Axis Axial Loads-
Le for M Axis Axial Loads-
9,00 it
9.00ft
Le for X -X Bending
9,00 ft
Applied Loads
Dead Live
Short Tenn
AXiai Load
12000.0 0 11290,0 N
0,00 in (along 'depth' axis)
0.0 5
ccentric Ey
into 0 Ii4
0 in•k,
Transversent -
0 0
0
Side Load
Eccentric Sie
0.00 in 0.00 in
0,00 to
Eccentricitl
-:Distance above Base
0,00 ft, ft
0.00 in
fr
— Calculated ik-ents
0
Equivalent Load 0 Mid -Height-
010
0 in tl 0 in -#
0 U4Side
Load Moment
-
0 in -0 0 in -0'
0 in+N
Max, Dasign Moment
1
Design siMmarY
DL+LL DL+LL+ST
DL+ST
Actual Axial Stress
376,4 psi 376,4 psi
764,8 Psi 861,9 psi
193.9 psi
861,9 psi
Al luAble
Actual Bending Stress
0.0 psi 0,0 psi
015.0 psi 1093,8 psi
0,0 psi
1093,B psi
Allcaable
Stress Interaction Value
0,495 •0K• 0;437 -OK=
-0,225 -OK-
i
'
X
i ..
r
(MICHAEL MOONEY
CIVIL ENGINEER
RCE 20547 EXPIRES 9=80-01
6A MADRONE AVE
OROVILLE, CA 95966'
Date: 02/27/00 Pages
CANTILEVERED RETAINING WALL DESIGN
a
STN"SLIMY
Top Stem: From 4.00 ft to Top Of Wall e" CONC. -
8.001n Concratc w/ # 5 0 16,OOin, d- 4,001n L
fIc- 2560,Opsi. Fy- 400004ps1
wall Wt.* 100.00psr. Oar Ffrbedr 14,41m ,
Mo - 2557.5 <• Mn �'C662,4ft•17
p-CONC
Vu - 17.47 <• VO = 65.0
0
psi , Vert s Edge
Interaction Value- 0;9•wt�lbrie 6
61
Second Stan From 3.00ft to 4,60ft _ 6
8,OOin Concrete w/ 9 5 0 12,00in, d- 6-Ain a".CoWC. y b
r'e- 2500,Opst, #y" 400004si •• s ert;an Edgo ^
Wa11 Wt.- IOO,OOpsr:, Oar Enb0- 12,Oip b
Mu - 3525.3:<- Nn 5527.6ft p N
Vu - 0.60 <- Vn 65,00psi,
Interaction Value - 0,658 7� a N
11 6
Third Stem Fran 2.00ft to 3.004 HEEL 060:" S 02 O,e, } •_ -
Try
8.001n Concrete w/ d 5 H mboin, d- 6,191n TOE 060 t L^
f'c- 2500.0psi, Fy- 40000,Opsi . 4HORt2,A5SHOWN i^
Wall Wt.- lo0.00psf, Oar Embed- 12,51n
Nu • 4648,7 l- Pn 5527,6ft @
Yu - 15,10 <- Vn * 85.00ps
Interaction Vatue - 0.842 s
" Fourth Sten Fran 1.06ft to 2.60ft r
g.0010 Concrete W/ Is P B.00in, d- 6.19in
f'c+ 2500.Opsi, FY- 400H.Opsi
Wall Wt,.6 160,00psf, Oar Ended- 12,Oin
.5927.6 t. Nq , 812'..3ft•0 1.
Vu 17.19 <- Vn-'85.000
Interaction Vaiue- 0.730
Hotton Stem Fran 0,00ft to 1,00ft
8,601n Concrete wi d 5 0 SAW, d- 6,,19in �
r"g- WDApsl. Fy- 0,0000.0pst
Wall Wt,- i00,06psr, Oar trbed- 9,51n
Mu - 7361,9 <- Mlt - 6121.3fta
Vu - 19.28 <- Vn + 85,6001
Interaction Value - 6,906
y
It.
Y
y
P.,;.Y.:......,....-•+..c."—�+�^«w-
"�. _-...y,:,,-i.W.. ,w.,...,.n,,.•a..i ,,.,� ,�., ..,; <..:'"S w "."'....,•,-,w..fly
�-.r'+w.........i..i.'o�e�
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20641 EXPIRES 9.30.0.1
5A MAPRONE AVE
OROViLLE, CA 95966
Date:
02/27/00
Rage:
Q,
CANTILEVERED RETAINING WALL DESIGN
WALL 6 FOOTING BATA
VERTICAL LOADS
LATERAL LOADS
" Retained Height
10,04 ft
Axial DL on Stem
407 plf
431 plf
Lateral Load Acting on
Stem Aboye Sell
0.00 psr
Wail Ht, above 'SoiI
0.00 ft
Axial DL on Stem
0,00 In
Add'l Lateral Lo ae
0.00 PI r,
" Toe Width
2,50 ft
2,50 R
... Eccentricity
Surcharge over Toe
60,0 sf
p
Dist to Load Start
0,00 ft
Heel Width
5;90 ft
hHeel
surcharge over
-
100.0 psf ,
Dist to Load End
~
0.00 ft
Total Footing Width
Footing Thickness
12,00 in
Note: Toe Surcharge Resists Overturning
Key Depth
0.00 in
Note: Heel Surcharge
Resists Overturning
AD,IACENT.FOOTING
Key Width -
0,00 in
0;00 ft
SOIL
Allowable Bearing
DATA.0.0
"
1500 psf
Vertical Load
0
Toe to Key Dist. "
SLIDING PECK
Active Lateral
-
50.0 pcf
Load Eccentricity
-
-
0,00 in
0.00 ft
Ftg/Soil Friction
0.35
,,.,Max Press.
'
0.0 pef
0,0 pc(
Footing Width
Ftg. CL to Wall
0.00 ft
Soil to Neglect -
0:00 in
9
..:,..Slope Press,
Backfill Slope
•
0,0 :1
Veru Position of Fie,
Lateral Pressure •
•
1002
239 $
Passive Press,
-
250.0 per
ve/BelcN +/ 7
Sprej,Aad
"
0.0 fir,
No
- Passive Pressure
1569 Y
Soil Density
110.0 pcf
Footing
Spread Footing
7
- Friction
Add') ForCe Required -
O.0 1
Soil Ht over Toe
- -
0.00 in
FOOTING DESIGN
SU!ltAi;Y
Pressure @ Toe
1354•3 psf
Soil Press, Mult,
Toe
Heel
f'c
2500 psi'
40000 psi
Pressure @ Heel
810,9 psf
By ACi Eq 9.1 -
1932
5484
671 psf
1682 ft it
Fy
Min, As Percent
0.0014
ab
Allowable Press.,
Allab
1500 psf,
3.78 in
N,Upward "
P� -DownwarG
875
3176 ft•9
Onit SP Unde! Heel
T
No,
resultant
Max. Shear or -
24.92 psi
Mu -Design
4609
-1494 ft @
- Toe
8 4 @ 10.44
Heel
14.65 in o/c "
Max. Shear @ Heel' -
.7.94 psi
'One Hay Sheard
24.9
7.9 psi
6 5 0 15:58
22.71 to o/c
A11ow, Ftg Shear -
85,00 psi.
Actual -
Ailrxrable -
85.0
85.0 psi
9 6`@ 22,09
32.23 1n 0/c
• Factors of Safety:
-
2.73 ,i.
Lover over Rebar -
3.31
7.•25 in
0 7 @ 30,12
45.96 in o/c
Overturning
1.80 :1
Id' -
8,69_
9.15 in
0 8'P 39,66
48.00 in o/c
Sliding,
Ru - N/bd'2
67.8
17.5 5si
R 9 @ 48,00
48.06 in 0/c
Sulst+liV OF FORCES 8 MENTS
Overturning Movertta
Resisting Nonents
ft 0
9
It
ft•#
9
ft
Origin of Force...
Active Soil Press. -
1025
5,37'
5508.3
0
0
2018,7
U
4.08-,
g.6
8234,7
Soil over Heel -
0
25,0
1 -
A.33`
- 8.3
0.0
0.00
0.0
Soilover Toe
,
0
0
0
010
0,00-'-
0.0
Sloped Soil @'Heel
0.0
0,0
0,00
0.0
Adjacent Ftg. load
0.0
Mo
0
0
183,3
4.08
748,6
Surcharge over Heel -
0
-22.7
0,50
11.4
12$.0
1.25
156,3
Surcharge over Toe
0
0'
407,0
2.83
1153.2
A4ia1 Load an Wall
0
00
0
0
0
I Load 8 Prof. Hall -
0.0
0.00
0'
,
00
1000.0
2.83
2833,3
Averagea Stem Wts.
0
0.0
D
0
S" Added Lateral Load
0.0
0,00
0
7 $0,0
2.50
1875.9
Footing Weight
0
0
0
0,0
0.00. '
0,0
Key Weight
0
g
Vertical Component
0
0
0.0,
0.00
010
ofActive Pressure •
;.� _SSSS. ,..3.x.�.,. - -
0,
..='-«��_--",..
r...,-...«;:x�t...._.^. ,��...
r
j
k
•. *.-s _.
i
i
I
Fl
4" SLAB
VERTICAL STEEL
#5's AT 12"0c:
HORIZONTAL STEE
#4's A T 11 oc
8'
PROVIDE DRAINAGE
TO DAYLIGHT
4" PERF. PIPE
i
6" DRAIN ROCK OVER
_
1,5" CLRI
-
„
#5 DOWELS AT 8: oc.
30,
33"
N
2501
u�
2"JCLR.
"
44 DOWELS AT 480 6c,_
N
t
MICHAEL. MOONEY
CIVIL ENGINEER -
RCE 20647 EXPIRES 9+30-01
5A MADRONE AVE
OROVILLE, CA 95866
Date: 03?02/00
?�
Page:. ✓�
GENERAL TIMBER BEAM DESIGN
p D
—w — BEAN DATA
SPAN DATA
Timber Suction i - - End Fixity PinOln
Center Span
- 20;67 ft
Beam Nip'., In 180boo psi
antilever
'Lett152
0100 rt I
115
Beam Depth in BeamCDensit pct
uFactor
Cantilever
Right
0.00 ft P '
nic
Lamination 'thickness - 1150 1
UNiRACED LEfiGINs`
Fla Bending - 2400 psi Beam Wt, is Added to Loads .
Le ; Center Span
- 2,00 ft i
FY • Shear r 165 psi End Shear Calc'd at Support
Le : Left Cant;,
0.00 ft
Fc gearing 650 psi
Le : Right cant,
0;00 ft
APPLIEO;LOADS
Trapezoidal Load: 00 20,001F @ lft, 50 Dplf 0 rt LL: 324;i1f 0 ift, 80.0plf @ rt from
Trapezoidal Load: 'DL* 203.0p1f,@ lft, 203.0plt 9 rt LL: 191,0pif 0 1ft, 191.Oplf @ 'rt from
0,06 ft to 6.06 ft
6,00 ft to 14.00 ft
Point 1,Wdt DL - 207;0 0 LL - 194,0 0 at 16.00 ft
Point Load. DL - 101,0 A LL -'177.0 6 at 18,00 ft
Point Load; OL - 167,0 if LL - 157,0.0 4 10.00 ft:
S(MiNiY
OiN6 5.126 x 13,500 Beam. Bending - 44,54%, Shear - 28,64%
Max, Pos,Mon 0 10,25 ft 16.47 kaft 5heani Max. @.Left 2.46 k
Reactions,,.
W Maximum
Max. Reg Mon 0 0,00 ft - 0.00 k ft ...used for dsgn 3,61 k
Left'
' ec a 2;40 k
Max @ Left 0.00'krft ,.,Area Req`d 17.48 ih2
Right c
1.47 k 2.72 k
Max 0 Right - 6.00 k -ft Max, 0 Right - 2.72 k
Max. A)low Moment 498 k=it .,,.used for dsgn 4,09 k
Deflections..,
fb :Max. Actual 1269,7 psi ,.,Arca Req'd �S,82 in2
Center
•0;34 in •0.64 in -
Eb : Allmnble - 2850,8 psi fV ; Max. Actual 59,06 psi
..,.Gist =
AM ft 10.335 ft
Fv f Allayfable; - 206:3 psi
L/Oerl
722 386
Ck - .611(Wb)".5 - 19.81
Left
0.00 in 0,000 in '
Cs - (LeW0^2)",5 1 5.31 Bearing Req`d 0 Lett - 0,72 in
,..L/Derl -
0 0 j
Cv ter UBC 2312,4;5, - 0.95 gearing Reo'd @ Right 0.82 in
Right -
0,00 in 0.000 in
..Wail
0 0
s
ole ole ole
IMP I mm"
1 20.6, l
r
} t.
1:
h V4.4C1 td) 1983.96-CNERCALC
MICHAEL HMO. K4.0661576
wi.m.+ie qw "+...---+u.....�•.4:'Js,w '--�`e .wnp}rt:..+v.0 w�+*aw:.:, �.w.:..y,+.,,, . .�,_ w�w,w.,,xW�„u ...�e.i.5+- 1-.._.:.°�wbii v`''� �„.. A.
...,,.—..nw��ifw.�,',ca�1.�,h,.z,+i..rxr�,w.�.:atis��.,.4...tdntxrv',..c; r_ as .... roa.,,..ru..,%esu«..n Jrs+,nm�wf-.,;., • _ M--. v..-.....�-, G:..
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-01'
5A.MADRONE AVE
- OROVILLE,;CA 95966
'
Date; 03/02/00
Fa4e:
GENERAL TIMBER BEAM DESIGN'
}
fe.Q 1�1:1`
1r'
BEAM DATA
SPAN DATA
Timber Section 6X12
End Pixity
Ptn:Pin
Center Span
9,20 ft
Beam width 5.500 it,
ElasticModulus
1600000 psi
Left Cantilever'
0100 ft
Beam Depth 11;50 in
Beam Density
35.0 per
RightlCantilever
COO ft
Lamination Thickness - 0,00 in
Load Duration Factor -
1.25
MRACED LOM
- Fb - Bending - 575 psi-
:-Beam Wt. is Added to, Loads
Le : Center Span
-
2.00 ft
Fy - Shead - 85 psi
Eno Shear Calc'd at Support
le : Left Cant,
0,00 ft
Fc -;Bearing 650 psi
Le :Right Cant.
0.00 ft
APPLIED LOADS
Point Load; DL - 802.0 8 LL - 755,6 H at 1-00
ft
i
Point Load! DL - 862,0 # LL - 755,0 Nat 3,00 ft
Point Load: DL - 636,64 LL - 5§9,0 9 At 5.00 ft
Point load: OL - 636,0 g LL - 599.0 6 at 7.00 ft
y
Bending
USING �m, B`
Shear
7Max,
l k?
PosPot m 5.00 ft 7,30 ft
shear: Max,0 Left •
3,31 k
Reactions,,,
OL
Maximum
t4ix., Neg Mom R 0.00 ft - 0,00 k -ft
,,.uded for dsgn
5105 k
Left
1,71 k
3.37 k
,
Max P Left - 0.00 k -ft
...;Area Req'd -
47.53 Ing
Right
- 1,25 R
2,36 k
Max 0 Right 0,00 k -ft
Mak. 0 Right -
2,36 V.
Max. Allwi Moment - 11,05 loft
...used for dsgo -
3,54 k,
Deflections-
fb ; Max, Actual - 722,1 psi
...Area Req'd -
33,30 int
Center
- -0,05 in
.0.10 in
Fb : AiloWa6'ie - 1093.8 psi
fy : Max. Actual R,
79,85 psi
..,.01st
- 4.53 ft
4.526 ft
FV : AlloWable y
106,3 psi
.,.L/Def)
2122
1116
rc = ,Bibi/Fb>',5 = 31,02
Left
0.00 in
0,000 in
Cs - iLeDWO'.5 - 4.45
Bearing Req'd 0 Loft -
0,94 in
.'.,L/betl'
- 0
0
Cy per UBC;2312,4,5 - ,00
Bearing Req'd 0 Right -
0,66 in
Right
- 0,00 in
0.000 in
NIn NU1
aIn
�inh N
N
1� Jr bJ
GJ
CJ CJ' J
J
- l 930
44,40 Loi 1980.96 ENERCAI.G
M1t141EL;M4SuNEY, KWQ661576'
a
XMSA "RONEAW
ICMAEL MOONEY
}�
, IM TNEER oRovrrrA cAss6�
* (916) 533=2131
R 047
March 30, 2000
Butte County'
bovelopment 5ervipea Department
'
BuuildinggDivision
• 7 County Center Drive
' Oroville, CA 95965
! Re: Gary Quilici
X00-0039
f APP 069-420-029
'
Y Thie transmits plan check'reaponse to Plan Check Letter of Marsh 9.
,
Item 1)Lino A wa'a addressed on previous submittal.
La.n4h-'C - Detail 115 and typical eave framing as shown on plans
transmit loads from eave to line C through soffit shown on
sheet 5:
Line 'D - Typical eave framing, add note to boundary 'nail,
Conne'ator'added to Plate rine, and truss H2 res alculated to
oarry�l.5 kip drag load.
Lino �I - Truss b5 to carry 2.6k drag load, add bSC4 drag;atrut
Connector to wall line. '
tin8 -'Soffit Carries load to wall line.
'
, resulting shear, v
., Lin 1 -Eliminate 21811 wall `,
IbsLft is still << that allowc+ble (leave ;the triangle 1
d6sgription)
Item 2) Go looted.
J(Ij
xteaa 3) B ia, iahat it�in. Changed��table on sheet 1 to Call all
,Line
avigneered walla shear walls (and will so denote on future
,plena).
ffr
=tem 4) Provided, see sheet 6 oi;7.'�'
1 &team 5') Pxovided see sheet I.
Thankyou for your consideration.'
4
t
4 Yours,
Miohael Mooney
e9y l3 oense expires 9-36-01
02
�
�
r
,y
jf+r
MICHAEL •MONEY SAM AmtAi
Ggh nLjCA 95966
}
CIVIL ENGINEER 6) 533:2131
(91A
C
RCE 20647
�r
March 30f 2000
4
E .
�.
B.J
utte County Development Services `'Departmen"t, ,
D
1
Building Division_
-7 'County Center Drive
k^
Groville, CA 95965
Re: Gary Quilioi
n
000-0639
,
i
APN 069-420-029
' .
t
This tr+snsnu to plea aheak' response o Plan Cheek Letter of March -9-
,k
t?Item
$) Lino'a Was addressed on previous submittal.
Lirie C - Detail 1/5 and typical eav e framing as shown an plans`
`
transmit loads from Gave ;to line C through soffit shown on
sheet 5,
framing, add note
Lice D;'- Typical save to boundary nail,
'and B2 recalculated to
come oradded to plate line, truss
:J
carry 1-.5 kip drag., load.{
Line 7 - Truss 'D5 to carry 2.6k drag load, add:DSC4 drag zttldt
connector to wall line.
Soffit carries load to wall line.
46.5
r
Line 1 - L*liminate 2#8" Wall, • resulting shear, v
is « than allowable (leave the triangle 1
lbe/ft still
''
desoript3:on) .
i
Item 2) So noted.
;�
Item 3) Line B iswhat it is. Changed table on aheet 1 to wall all
"shear will so denote on future
engineered walle walls"(and
plana) .
�.
ti.
jtem 4) piovidedr see sheet 6 of `7.
'
t
Item. 5 Provided, sere sheet Id
Thank ,you for your conpideration ; ��OF 510Np�
M
s
Yours
• 0206
,
Michael Mooney
N1 license eXpi.an 9-30-01
My c
Cccc,�
�V T TF
° Department of Develo ment
Seo rvices
i
° =-F ° BuildingDiyison
.
7'County Center Drive
° Oroville,-CA 95965
(550)5138-7541 (530) 5381-,140 FAX
j.
Residential Construction RegWtements
MORTAN'r
This set of plans and specifications MUST be kept on the job site at all times and it is unlowful to
make any changes of alterations on same without written permission from the Building Division,
` County of Butte,
All materials and workmanship shall be in ;accordance with recognized good practices and of a
quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998
California Plumbing Code (1997 U.P.C,), 1998 California Mechanical Code (1997 U.M.C), and
the 1998 California Electrical Code (1996 N.E.C.)
The following items are ser,,. ' into two categories (general and specific), The "general" items
are for your reference and ;aa e r )t specifically called out on the plans by "the' plans examiner.
These items MUST be complied with, if applicable, and it is the builder's responsibility to
comply, The "specific" items have been keyed to the plans, if an item is inadvertently left out of
missed, it does not relieve the builder of any responsibility for code require ments,_general or
specific.
GENERAL 'REQUIREMENTS
• Guest rooms and habitable rooms shall have natural light equal to 10%;of the floor area and
natural ventilation equal to 5%.of the floor area (Sec. 1203, Ua3,C)
0 Provide required room dimensions and ceiling height. (Sec, 310,6, U.B,C)
i.
• Provide lights, switches, and receptacles for maintenance of mechanical; equipment.
i
(Sec.30b, U,M,C,)
A roved vent and ade uate combustion air for
PP gaswater heater, and/or furnace, (Ch. 7& Ch.
q g
)
r • Provide minimum one V-0" exterior door. (Sec, 10033.1,3,U;B.C)
lsi • Provide adequate clearance and typeA flue for fireplace/woodstove:
-All stairwayslo, comply with U.B.C. section 1003,3, for rise, run, headroom, width, landings
and handrails.;
Hallways to be minimum 36 w
wide(U.B:C. 1004 J.3.2)
• Underfloor access and ventilation per&c,2306.3 6c 2306.7, U.B,C.
• Attic access and ventilation (URC section 1505),
,
• Provide.approved flashing at all exterior openings.
• Provide 18" platform for appliances/equipmentin garage capable ofproducing a flame, spark
R "
or glow,
• Provide protection of appliances in garage from vehicular damage.
• Closet lights per, ME � tpp..,�gu
� >
Paget of 3 BUILDING DEPAR 0 IWENT Owners Name: Gary Quilici
+ ''
Building Permit Number: 00-0039'
J A PP R O V E W Plans Examiner; Glen» G bbow
`
COMPLY WITH ITEMS INDICATED BELOW
-
Your'parcel lies within a designated 100 -year flood plain. Finish floor; electrical, H.V.A.C.
equipment and services shall. be a minimum of ore foot above the elevation shown on, the
j
Attached Flood Elevation Certificate„A Post Flood Elevation Certificate will also be;requlre
Note: We Will norenally accept the following as compliance with the tlood.'elevation
re- quirements•
1, Building is anchored to concrete stemwall system with conventional anchor bolts,
2, Building plate on top, of stemwall to be one foot or more above the 100 -year flood elevation;
(Plate height less than 24” above grade, or engineered design required).
3. Electrical,heating, ventilation, plumbing and air conditioning equipment and facilities
located above the late.
s in exterior walls, located on osite:or adjacent walls with a'total net
4. At least 2 openmgp pp
area of not less than l square inch for every square foot of enclosed area.
S. The bottom of the openings shall be no higher than 1 foot above grade,
fi
6. The openings may be screened or covered with other devices that will permit automatic entry
and exit of floodwater,
'
` sprinklers are required in this structure:
Fire
I
j
This ;parcel is located within the California Department of Forestry and Fire Protection area:
Compliance with the attached CDP fire safe requirements will be necessary
All structures and equipment including overhangs shall be clear of all easements,
N.!
A setback of 30' from the side and 30' from the rear.property lines and 20 feet (25 feet if Federal
Aid Route) from the edge of the right of Way shall be clear of structures and equipment except
for a 2 foot overhang.
F-1'
Expansive soil may be encountered on this site. This condition may require the foundation to be
designed by a Califirnia registered engineer or licensed architect,
1'r
CD
Page 3 of 3 Owners Name: Gary Quilicil'
Building Permit Dumber: 00-0039
Plans Examiner; Gley»r Gibbers -_,
t,
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{1•h dei
•
Provide certificates of conformance for all glu-lam: beams,
•
Provide approved spark arrester at all chimneys/type "A" flues;
+
Provide 1/2"x 10" ,anchor bolts @ 6' ox, max. and within 12" .of all joints, Provide 2"x 2"x
3/16" steel plate washer @ each bolt, (See. 1806.6, U,B,C)
•
Provide 1- #4 bar top and bottom of footing, U.N.O. (Sec. 1806.7, U.B.C.)
•
Guardrails to 'have minimum 36" high top rail, with intermediate rails spaced thata, 4" sphere
cannot pass through (Sec, $09, U,B,C.)
+
Veneer per Ch. 14,,U.B.C:
•
Exterior plaster — weep screeds (U,B.C, section 2506 5),
•
Skylights per Sec, 2409 & 2603.7, U.B.C.
•
Protect plastic foam insulation per `Sec. 2602,4, U,B,U,
•
Ground fault protection shall be required in al bathrooms, ,garage,; kitchen, wet bar, ;and
exterior receptacles (NEC 210).
•
Electrical, mechanical; and; plumbing construction (not plan reviewed) shall comply with the
current editions of the National Electrical Code, Uniform lMfechanicai Code and Uniform
Plumbing Code.
•
�
:water closet clearances of 15" from its center to sidewall and 24" front clearance
Minimum ,
(URG, 408.6).
•
Minimum shower compartment size of 1024 sq, in: &,301' circle (U.P.C. 412,7),
l•
Provide plumbing fixtures, water closet clearances' and shower sizes per U:P,C,
l
°
SPECIFIC REQUIREMENTS'
1,
Provide safety glazing in all Hazardous locations ([J,B.C, section 2406),
2,
Garage firewall separation- required on garage side, including supporting' walls and posts
(UB.C. section 302,4 exception 0),
A
3.
Install smoke detector's as Per the requirements of U.B,C, section 310.9, 1.
4,
Special roof covering required, class B minimum.
`
5,
Provide 2 separate exits from the third story (U.B.C, section 1004.2,3.2 exception #4):
6.
Every bedroom shall have at.least one operable window or door. Windows shall have a
'
minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a
minirnum net clear openable height of 24" and a minimum net clear openable width of 20".
The window `sill height shall not be more than 4401 above the floor (U.B.C, 310,4),
COLOR CODE USED ON PLANS
t
Blue .= Engineering Pink = Firewall i
Green = Braced wail panels Yellow = Important
,
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BUILDING DEPARTMENT
AP0� E
Page 2 of 3 Owners Name: Gary Quilici
'
Building Permit Number: 00-0039
Plans Examiner; Glenn G1bba►,is
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MY IL'ICI- 'al ZpIY) THIS'ONG PREPAPBO FROM COMPUTER INPuT (LOADS'& DIMENSIONS) SUBMITTED BY TRUSS MFR-
TOP CHORD 2x4 ,OF-L #1680t, 2 Complete Trusses'Re
NESS quired
�00T CHORD WEDS 2x4 OF-L Standard 2x6 OF-L SS :B2 2x6 DFL 2. NAILING SCHEDULC: (0.1324.0_0,n1I11s)
N :Lt.NetlOe 2x4 OF-L Standard( TOP CHORD: I POW 9 12' o:c.
BOT CHORD: 1 ROW 9 10, old. -
,,aDLATES DESIGNED.FOR GREEN LUMBER 'PER NDS-97 TABLE 7.3.3.NESS ; 1 ROW 9 4' o.c.
USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
(ADDITIONAL LOADING PER TRUSS MANUFACTURER IN
EACH ROW TO AVOID SPLITTING,
rn- ` . _
rn3C - FColl 231 PLF at 6.00 to 231 PLF.at 3546 THE MAXIMUM HORIZONTAL REACTION IS 2096.41# *iN
3C - 866 LB-Conc. Load at 6.00
A� I R60F OVERHANG SUPPORTS 2.00 PSF ;SOFFIT LOAD,
DEFLECTION MEETS L/240.00 LIVE AND L/100:00 TOTAL 'LOAD.
IN LIEU OF RIGID SHEATHING USE 'pROPERLY ATTACMF.O.PURLINS.TO:. (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER,
BRACE'ALL FLAT 'TC 9 24•':OC. ID P$F BC LIVE LOAD PER UBC.
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R-496 1ADING DEPAR I mAL
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`W - '.COIN[CtaI U( "AOL or toSA Ast" Am 6A40 SA141ITIk IICUT AS 10 to. APPLY CCIN[CTO+S T0` * b 20 ZDDO A TOT.LD,. 33.0 �PSF $EQN - 35800
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9ISUIPI. I+1011 SICTION 1. -
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REF. R427.02619 .
DATE 01/24/00
DRN CAUSRIe7',DOD2�DOa
CA -ENG RDW/CNC
IIIIS DNn PUPOI'D FROM Cn111U1CR INP111 (tont B DIMENSIONS) OY iRU55 NfR-
G1)iLICI•JUDI OUILICI D3)
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( BER,
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DEFLCCT[ ON MEETS .L/2A0,00 LIVE / _ AD.
10 PSF be LIVE LOAD PER UBC.
ATES DESIGNED FDR GREEN LUMBER PER:NDS•97 TABLE 7.3:3.
"f7 END VERTICAL MAY NDT BE LOOSED TO WIND PRESSURE.
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REF. R427.02619 .
DATE 01/24/00
DRN CAUSRIe7',DOD2�DOa
CA -ENG RDW/CNC
SEON - 33770
;UURiFAC._ 1725__
SPACING 24:0"
(OIIILICI•JUD1 GUILICI;- eX S0 14) IIIIS DWG 1110AIlEO FIIQNtoif.:l1CiI':IIm (IOADS46 DIMEM510115) SUONITTED BY TRUSS MFR.
TOP CHORD 2x4 DF•L /1 (A), CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMOER;.
oOT CHORD 2x4 DF -L;1
`
WEBS 20 :GF •L Stettderd DEFLECTION MEETS L/240..00 LIVE :AND L/180.00 TOTAL LOAD.
! rn
n-iWcs DESIGNED FOR ORE HD
EN LUMBER PER NDSr97 TABLE '7.3,3. BUILDING DE$IgNfR 1S RESPONSIBLE FDR CONVENTIONAL FRAMING.
ISE THIS DEuIOR FOR COHNON HIP TRUSSES 0 24.0. OC'.
NTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER.
a"LA�UPPORT EXTENSIONS EVERY 4.00 FT TO FLAT :'TC..ATTACH
c x4 LATERAL BRACING TO'FLAT TC • 24.00. OC WITH 2=16d NAILS
T .ND,DIAGONALLY BRACE PER HIB•91,12.2.1(FI6.33). OR DWG. COI10,
RAFTER WITH CRIPPLES AT 5-'7.14 OC. -
(r: SUPPORT HIR ,
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\IOTrCWEBS 294'OF•L Stend4rd DEFLECTION MEETS L/24000 LIVE ,ANO L/100,00 TOTAL LOAD.
~ RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE.
/,:AktES'DESIGNED 'FOR GREEN LUMBER PER HOS-97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC.
IVENTIONAL FRAMiNGi.
�3UILDING OESiGMEi. IS RESPONSIBLE FOR CON USE THIS OESIGN FOR,COIMiON
EkNIP 'TRUSSES 044.'0" OG.
TEND SLOPING TC OF TRU55 AND `JACKS TO H1P RAFTER:
ci -SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT,TC. ATTACH,
2x4 LATERAL BRACING To FLAT TC a 24:00•:OC WITH 2.16t1,NA1L5
AND DIAGONALLY BRACE PER 010 91 i3a21l(FIG,3310:OR DWG. C0110i
SUPPORt NIP RAFTER WITH CRIPPLES AT 5='7-14 OC
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-
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(01LICI GENE DILL/ dUDI`OUILICI = bl) TIAs DUG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS).SUBHITTED BY TRUSS HFRf
RQOF OVER."ANG SUPPORTS 2:00 PSF SOFFIT LOAD.
TOP CHORD 2x4 DFL #1 IN p 24ID0"OF RIOC 0SHEATHING USE PURLINS TO BRACE TC
�;j CHORD 2x4 DF•'L Al
N WEBS 2x4 AF -L Standard
Q;.ATES DESIGNED FOR GREEN LUMBER PER NDS 07 TABLE 7;3,3. DEFLECTION MEETS L/24O.0U LIVE AND L/S80.00 TOTAL -LOAD,
I1D PSF ,BC LIVE LOAD PER UDCf
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Ilei it"SOA TN 31E'Oof TO [AS10bLAWRIZ MAID 11191, 11111
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"
,1
1
QUILICI.dUD1 gU1Llt1 03 own PgrivAirb too" Coitpijittl,�Hipljj tOAGS a DINENSIDNS)'SBBMIlIEO'OY TRUSS,'MFR.
25 I Complete. Trusses Re uireii
TOP CHORD 2x1 DF -L #1 :T2 '2x4 OF•L 01het.1 q '
0
OT CHORD 2z4 DF -L #1 NAILING SCHEDULE (0,131xJ.0_0_ne1.1s)
WEDS 2144 DF L Stendaird TOP CHORD.
7 ROW . 12' D.C.
^" NOT CHORbt 1 ROW m 12` u:c.
1LATES DESIGNED FOR GREEN ,LUMBER PER NDS•87 TABLE 7.3.3: USESE60AL SPACING BETWEEN ROWS AND, STAGGER'HAILS
0OF OVERHAND SUPPORTS 2,00 P5F SOFF)T LOAD, IN EACH RON TO AVOID SPLITTING.
C"
A) CONTINUOUS LATERAL DNA EgUALLY SPACED ON MEMBER,' DEFLECTION MEETS;L/240.g0'LIYE AND L/180:00 TOTAL LOAD.
c 1 NIN SUPPORTS _Gi 0= 0 JACKS WITH '00 NESS; •USE'SAHE DESIGN.FOR ONE -PLY CONNON,NIP TRUSSES a 24 0' OC,
CORMER SETS ARE CONVENTIONALLY FRAMED+ EXTEND SLOPING TC OF TRUSS AND JACKS TO ")P RAFTER.
2x4 LATERAL BRACING TO FLAT 7C IB '24.00. OC ATTACH
BUILDING OESIOnER 1S RESP11H51BLE FOR CONVENTIONAL FRAMING, " AT TC ,13.2,1(FIQ•33TH 2 164 HAILS
AND DIAGONALLY SUPPORT IBRACE ONS YPER HIS-01ERY 4.00 T TO FLAT TC- ATTACH
OR M. WHO
SUPPORT HIP RAFTER NIT" CRIPPLES AT 5. Te14. OC.
42 6f(4 A+ W3X9' T2 W3X10;ts 43X6;v1 Wit) mir W31(9r W1.5114 N, -
6 (A) (A7 A) 2 6.0 2 2061
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118141,1116 A� 1'C LL 16.0 `P5F REF R427--82622,
O OttC111. Itttt TO 1111.11 IIAI1LIM 11t1Att111 Aw IIACINrI IIIt IlIt/ 11 111 (111111 ►1 All
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?Boost . 111. 1141, Not 11 U0101 161 Aer:-►ICIAt1111Aw t0 1 Ienm �n 1, AN n a 's BC L. 0 PSF '.CA•ENG RDW/CWC
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MAIfCwF110 IldiCt'a 10414
L1M jolt IUIIIit INDICATE$ tACLIFTACCA IAs A IP I1w111-Ar1`wAl wIFlININS' L DUR. FAC, 1425
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t1ST11116 '.110 0,00rt10 OII:. 11..1' . Ilui[Nal 1SI�O1 :. ISS SAME IIAtTIn$ PRIOR To
1[IrORl1111 S'kITi iYl%TtNI. Nnul 0441211 19511391' TOLC"ORD INAII litl 160rlAlt ATTACWD
MOCTNIAL PANUS. Io"91I CNII Itul'RA/t A NOflllT 1ITACAM 1111115 ItiI INA, ' -
.-ODORTANI.- rW01SS A Copy of Ill $ DESIGN Is INS 18"AtIATIN CNTIACIa.:u►t1t INIKII90
NODOCIS, .SIC. TRAIL NOT 81 AW1111�IT Poo AOT:. DEVIATION.rAOR 7111 1111/11 Alf $AIIORr, 10
Mta lot "still to.CMfonact bit I►IL as PNNICATI111f NUDLIII. $Nipples. u11AIAllA AN
"At"' 01 :null$- ''k11 DES" tall"11T "Ta Lrlltull'ROIn1OR1 O$ 10$ ("11 911169
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RILI� r9c tri fill Aro miss 911111111! LoCATI/ O1'kfl MM. POSITION uatcfal ►t1
ORANIN10 7110 A -t. TU CUL 11 Ill$ 10ANIN INICAito ACCIPTASM O1 ►SSnIIIOW tA/1615O
IIMISI1IllT $ALILT SM UI'kISS CONIORtNT MISS 10DO1. TOO SSITAIIIITT ASO en a 1NIS
CWCUKT tOR ANP PSSTICKII 10118196,1$ TN[ 1111►01SWILITr Or IN Iaton11 1611"I ISS
A10NT►t I.TPn eeeno/ A.
(O ILICI-GENE'BILL JUOI OUILI61 Nb2 'DRAG
THIS DWG PREPARED FRON COHPUTER INPUT (LOAbS 8 UIMEBSIONS) SUBHITTED BY 'TRUSS HFR:
'REF R427--52584'
.
.DATE p3/311./OU
CHORD 2X4 DF -L $I
"* THE MAXIMUM HORIZONTAL REACTION 15 3610,03$ **
'.SEQN 15126
DUR.FAC.
[TcP
T CHORD 2)(4'041. $7 .
SPAGINtA 24' D"
WEDS 2x4 OF -L Standard
ROOF :OVERHANG SUPPORTA 2.00 jP,5F SOFFIT LOAD. "
c�PLATES DESIGNED -FOR GREEN LUMBER PER: NDS -91 TABLE 7.343.
DEFLECTION MEETS L1240,.00 LIVE 40 1/180.00 TOTAL, LOAD.
10 PSP Be LIVE LOAD PER UBC.
BUILDING DESIGNER Lit RESPONSIBLE FOR CONVENTIONAL FRAMING,
LOSE THIS DESIGN FOR to MON HIP TRUSSES 6:;24.0' OC: EXTEND
TRUSS TRANSFERS 43.00 PLF ALONG TOP C116RD
SLOPING TC OF'TRUSS AND JACKS TO HIP RAFTER'. SUPPORT EXTENSIONS
THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. OIAPHRAa4 AND
a-VERY.3.67 FT TO FLAT TC ATTACH 2X4 LATERAL BRACING TO FLAT
CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD.
�rC 61 24.00" OC .WITH 2-16d NAILS AND DIAGONALLY BRACE PER
.1111.91-.13.2.1(F1(I.33). OR OWG, BRCALHIPO699,
SUPPORT HIP RAFTER WITH CRIPPLES AT S• 2. 4 OC.
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Rh11610/-1610
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t1ST11116 '.110 0,00rt10 OII:. 11..1' . Ilui[Nal 1SI�O1 :. ISS SAME IIAtTIn$ PRIOR To
1[IrORl1111 S'kITi iYl%TtNI. Nnul 0441211 19511391' TOLC"ORD INAII litl 160rlAlt ATTACWD
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.-ODORTANI.- rW01SS A Copy of Ill $ DESIGN Is INS 18"AtIATIN CNTIACIa.:u►t1t INIKII90
NODOCIS, .SIC. TRAIL NOT 81 AW1111�IT Poo AOT:. DEVIATION.rAOR 7111 1111/11 Alf $AIIORr, 10
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ORANIN10 7110 A -t. TU CUL 11 Ill$ 10ANIN INICAito ACCIPTASM O1 ►SSnIIIOW tA/1615O
IIMISI1IllT $ALILT SM UI'kISS CONIORtNT MISS 10DO1. TOO SSITAIIIITT ASO en a 1NIS
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TC LLQ 16.0; PSF
TC QL; '10.0 PSF
BC SIL 7:0 PSF
BC .LL Dib PSF
-
TOT.L�,. 33:0' PSF
'REF R427--52584'
.
.DATE p3/311./OU
DRW CAUS107 0009102a
CA -ENG AEB CNC
/
'.SEQN 15126
DUR.FAC.
SPAGINtA 24' D"
...-r=� ,m.e•r•-_�4l—.•"� •••�.•,•3uS�•'��Y"'",•••«.:,ars.-+r�+..�s�sFbr1 4n-t.er.'z�.-!+s1.e9tC-.fl..--t�.,�Ve'.. 44kz€-.N3�T�IN .. ,— -au� ��
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tl IlI1S 1100. PI111'ARCO IRON Ctlt11'11ILR iNl'D
TOP CHORD 2114 OF -L p1BAtp SOFFIT LOAD.
c�'3T CHORD 20 DF -L B1901t,
Otes W DFaL standard ,WG 2x4 DF•L #I: buUtTioN MEETS L/240.00 Lin AND L%300.00 TDTAL LOAD.
/1 HIP: SUPPORTSG. O. O: JACKS WITH NO'WEBS,
�jLATES DESIGNED FOR GREEN LUMBER PER NDS=97 TABLE 7.3.3. CORNER SETS ARE'CONVENTIONALLY FRAMED.
hEFT END KATICAL NAY NOT BE ttXPOSEO TO W1N0 PRESSURE. USE THIS DESIGN FOR COMMON HIP TRUSSES W24.D" OC.
EXTEND SLOPING TC OF TRUSS AND JACK
S TO HIP RAFTER,
c',OILDiWO DESIGNER IS RESPOHSIDLE,FOR CONVENTIONAL FRAMING. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT `,TC. ATTACH
o '2114 LATERAL BRACING TO FLAT TC rigg4,Do. OC WITH 2.1ld NAILS
AND DIAGONALLY, BRACE PER HID•91,13.2.1(FI11,33)4 OR DWG. COJ10.
5UPPDRT HIP RAFTER HITH CRIPPLES;,AT 5- 7.14 OC
W5X121�
4414 ♦ 42.5�I4 me
9=3
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o V1AAM M•r tuw w N 1 CAN s e . tAAN11a, n r w. 11su.t Aa "0 Te LL 16.0 PSF REF R427"82623'
MAtle: 11101 it 0111-91. 1118111 In1ALtIM AW 111411111, N10811% It 11, Issue RAI[ ,
1);. n " lTOIE Sllp TC OL 10.0 'p5F DATE 01/24/00
N n mru PAARIL wi{ei time slAu iiia i of
11j,
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ALP 1 �IG M►CIII M tAuuf. io1/ 111119 ttwnu1111t AIrIIWII! IA11111tA1 10 Cu11MAt 111111,
iIntelii It lusstII CNA let WAS
1AIM0 iu14f 1i/tAlAAtt►t�M,i�tew �i�n��amclas 10 TOT,IDi 33.0`P9F BEAN 33950
rAtt M To111, An MLU1ititill tocalls Slit willt,-111 TI11 centrists It _. _ *. '--
111o1N1 1N 01.1, It 118 M Colt MI$Its IMIC1111 Aut"Astt 11 11111131" 1o11ttlillo DUR_c FAC. 1.25 - -
N! Uw euwreiiiiliwldaiiitin lotiInts t�t1 "ttelAlulwil11i►1iA M 1N iiiictii nitlai�tr,i �s�� C l
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qq L
(OUILIJI.OU0I-OUILIW * d2 016)
THIS I'All'atO FROM Cumouito IIN'UI (IONot I OINL'NSIONS) SUBNl11ED 07 TRUSS NFR.'
TOP CHORD 2x4 Df •L #IIBet. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
RIOT CHORD 20 DF -L t1486t. DEFLECTION MEETS L/240..00 LIVE,.AND LJ1OD,00 TOTAL LOAD.
WEBS 20 OF•4 Standard'11
-' 10 PSF BC LIVE LOAD PER UDC:
a+ILATES DESIGNED FOR GREEN LUMBER PER HOS•97 TABLE 7.3.3:. S1_GNER 1S RESPONSIBLE FOR COMVFYTIDNAL FRAMING':
II.EFT END VERTICAL MAY M..O1' BE EXPOSED TO WIND PRESSURE. OUILBINO DE
SUPPORT EXTENSIONS
c")SE THIS DESIGN FOR COMMON NIP TRUSSES 044-0"C'
o EXTEND SLOPING TC 0, TRUSS AND JACKS TO HIP RAFTER,
• EVERY 4.00 FT TO FLAT TC. ATTACH
20 LATERAL BRACING TO'FLAT TC (") ` 24.*0" OC NITO 2-16d HAILS
AND DIAGONALLY BRACE PER NIB -91 13.2.1(FIG.33). OR DWG. 0110i
SUPPORT ,HIP RAFTER WITH CRIPPLES AT S• 7.14 OC.
NJX6 r
WE. SX4 to
O * (y '112.594 a
N3X40 ,A) N3X6= ( )
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f�
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,• � 4
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20.8.=4 J
13 (.2•u of
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34-10.0 Over 3 Supports
�L R-2264 4-3.5" R•
ME COUNTY
W
N CA
c.f PLT TYAll Ple es Are N1.5X4 Except As Shc11n
PI 95 R z Desi n Criteria TPT STD 14.Ob1 - 1 1
1 BL@ Nn
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o Note • Al i P lR/rIN: R[rn ti Nn•u Iiui:ui Ie rFutn LID 9Ileuq. fill. a'n1 trKAu run
o tlmnrn. ~us o irwui a.. ns19 TD�. NlnrrrR, rt uru . tN guar ructlCu PRIOR ro 1101ES$pr.- FC DL
C= rur9lNue mu PRra1Ne. PRtlll of Rim a CAltr: TM t 0':Nus rut Ir11LRr ul?CMIO
N iimwi l ruts. YOTTn CNn 11u1 W[ N pOrlal ItlIrA[D RIGID 1111111. , �.. c
+dI IIWMT Ni e: (MMALLISS A tIof T14% I21 IN[ 1►T1 LLATIO CCITIACT IulMl[ttr y S1 A BC UL 7,0 PSF DRN CAUSR�27 00824000
tlV Bu11011[ T111ttt tlfLNrnl4rt[' Rln ttll ■ ►NRIrATIM KAYO M. NI4rIN. PRITALUND AND t3 �? � BC LL 0.0 PSF CA
-EYG RDN/CNC
ALPINE 9ueuerM'Ross'$. 1 9u1w e9Rr1RrI utll IrrutAItt now nt 9► NI tunNAt Ulla ".l [z TOT. LD. 33.0 PSF SEgN 33964
w 501 FI PRadus 9T In r/xnw INta1 4O ►Mu MNCIATIM) w arli UPIR
y 501uFI 1 IR[ 1110[ M DNI RfiN IRU ase KALI.
: ITTTL rttt" n 001[9. MILT rOMCMI TO
1KR IT a I, r.
Nuis It9PRtlfr 11tA1to N TDL 0111M. IOS1TIIt COMCIN1 Mt 1�
tN01KAns uartud N n9P11MD1AL I DIN Ails DUR FAC. 1'.'.25
Ee i Yw 11trMt111Urt MILT rN rN TNts [OlrMttl Nflt1 aRbrR. 1N[ NIII9ILIIT A• rK 9r Into � f•IIIL ��!
N/R� Rt iH Ad. nt k f rIm �1O° [MRRuuulr a Vol msPtu Dn1mR. ►u /j OF RprF SPACING 24.0'
i NP a Niiit nil1iuiniiisa neem n t9t 4CLI
Bwi[1wT CA9St1iN''
1 f
(GUILICI*�IIDi OUILICI • d4) 111)S D46 PAVAM IRON CONPUIER INPUT (LOADS i OINEN510RS);i'SOONITT[O;DY iRU55'HFR.
TOP CHORD, 10 DF -L +1 ; 1t00F OVERHANG SUPPORTS 2.00 PSf SOFFIT LOAD.
�tOT CHORD 214 DF -L #1
,, OEBS 2111 OF -L StanOsrd (A) CojITINU0U5 LATERAL BRACING EgUALLY SPACED ON MEMBER.
DEFLECTION MEETS L/240.00 LIVE ANO:L/]80,00'TOTAL LOAD.
Q; LATE$ DESIGNED FOR GREEN LUN9ER PER NDS -97 TABLE,7.3w3.
]0 PSF BC LIVE LOAD PER .UbC.
.. N
O
,.
1 N2.5X4 10
cs
r� w
-:•0.0
raa R-756 f ? N1.�. , A OX4ti 3} 4 X4 N:
w N374 Alil_v. r e N 1t Ie N1.5
N2.5X4(Al)
z N3%8r
z -
w
G4-0 J 2•D•0
lam_ 17.5'0 _I_ 17`5.0
BUT E COUNIn
a _ er 3 Supperts'. - -J
34 10=0 Ov --"I
p�, ag �pp� py p (� .+
IGJI�ILDINb1 IJ�I-�F, i��
Ra1331 N�3;:5• R�8x4.1�`lw5•
AP;PR V► E
g.DUI 1
`T 7VP w 95 R 1 L
PLT NnvO TPI `
875" Ft.
F scale ],..02626'
•16.0
'i CCA
o ••uMKM••: aaua nerve ulcus iiulilal i�uiniilatli i eii anlaP,I�SID
L6
t1a01N oifllDa1111IN.. eWOIIMi
1n1aKr {n a oMnu a 11 ue "a is n Kt nw 1M wur nAtTlmu ►!IM ii. ttOFEd3�p OL
pSF REF R427
01/24/00
]0.0 FSF DATErma"los
Kit IN
X111►yr1ITa"Mlft It10Marf a nisloiilulio tiet�iIt iiiK�aMrIMaIiNtIElCI01'/Jil 1{t/elli IU' - :� C �ri DL.CSF'
DRN. 'CAG$R42i 0002�gI0
_..
0110 ht SaKAt 11 eMINaNt[tlip T►11 M-itMItaTIM,'llltMlea. 111►►011i��IlfUItIM I.
v nM/tit: ttc+call Mt cc una�utu rM to MnmM KM.nu coon. Al rauMl r/ yl'j BC LL
0.0'SF CA•ENO ROW/CNC
.�f
._t ��� T NC gAfIM of "Mil. :Toil 0111111 "ION the NIIIWII Mntelen 01 00t. (N11MAl-
1' G KI01►IGTIM f01111at0 0r Itt Ml01CA0 1I t{t 11D Ia111 KMull `90 111: AMIN
•v.
01aattMl Alt "art, t IOU ►ate aKawll 111, MIL Will a M4t:. ulte:eanitul tfi' TOti .Lbw,.'
rate ffd 1n1// 0r111111►1 teum M 10 1 x,, ritftlea tMl.aMe ne * *
33.0 P5F SEEN = 33970
un ,nK+, DUR. FAC S
±0111161 IM kl w . 11d KM 01 loll 00A11N Memo IRpllakl fN NO/1t11Mt1i1a1KtrtlO -
O" ,,�{: 1l1/01tUIllllYnitt IM tK Tertl t111N1[II Oltl{0 ttOtl, lIt lnrNllilr at0 011 K lalt. �'/� - C tl • �'
tsnln M III tullcnM ellletle a 111111101sn111Tt /f iM „u/ue atuna, Ka �Of C ROi SPACING
1 s 2r
24:0,".
..• CA in�a')t1a
A11111II 41MI Kt1011 Iw
..
(QUILICI-JUDI GUILICI - d3) (LOADS a DIMENSIONS) SU1i NITYED BY IBM MFR.
t11tS DN0 PREPAItEDFRON CONIUTER INPUT
c P CHORD 2x4 DF-L f1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
Z:P t,CHORO 2x4 OF-It /1 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER,
WEBS 2x4 DFL Standard
DEFLECTION NESTS L/240.00 LIVE AND, L/180.00 TOTAL LOAD,
ItTES OESIGNED EOR GREEN,LUHI1ER PER NOS-97 TABLE 7.3.3.
� 10 PSF 'BC LIVE COAD PER UBC.
I .
N _ t
WSX6
W2.5X4 s W3J6 !s
W2.5X4 tC,
c`" a (A1' " 1 5` 7.7-2
o M2.5X4W) Am
w IF2.Sx4(Al)
ca 8.0-0
w .
w R-662
I�X4 e iJL..5X4 4►,
�, 'k'1.5%A N W3X4•
W3X6 s■
cy:
w a�ryry
x L1 22-8-4- '1 2 D-O SU
4Av1dU
NT V
17-5-0 ! 17.-5-0 J nn
-34-10-0 Over 3 Supports
-� BUILDING DEPS ENT
R-1390 N-3.5• Ri-352 11-].5"' A P Y G� *,t D
n. N NInIN
Ir
N ,.
95 R Design Cr`1terla�l�t7PN STD 19 Obl CA/-/1/-/-/-/F Scale �d1B75•/Ft.
o i nuu;•tasswnu°t �„tuttf lu°nN�rr »rin tatun+►t TC LL 16.0 PSF REF 8427 82625:
o PLT' TYP. Neve TPI- ttICAN, thn.. Nt N punul INII►uN urNlcut nnittll lr Tn Nu a!`t
o nuNNtestieu twnrus. Isltst tTtV." lin. Nt1 7NKNN NAI" 1111 rt1►'lstr win
(I�����, re DL IDA PSF DATE 01/24/00
N ' - sltuTNn'ILIIt, Nita CtH1 tWt
#131SIA ttt/InT !TTlCNO oIt10 GRIM. IL "
hitt srtT . itc. SMALL PNST,m!"At~iuint°is Al", 11,ISIii iiontili aiiui �tiaii�t�lt" die° '�1 A BC DL 7.0, PSF DRW CAUSR�27 D002�OD9
N its 1st Qltt[f !t tNIMYtCf tltl 1►ICN fINIl1+IN.�tAMIN. 011/IN. ItI1M.lIN AN - BE. LL O.Q PSF CA-ENG 'RDW/CWC
_. - "-visit aF1Ntu6` lots 11110 unroll Mitt "Itltlltl PSNItI I= 111. (NATIONAL Ottlc
ALPINE. ceaieiiii �t INuq or log Alto no 040 41111• an 11
SICAP►1IIAM 191141 t SAPits�cinicttt, st TOT. LD'. 33.0 P$F SEAM - ' 33967
ti
110 TARt M TOif,-,AM snot Oio011u LKATl1 N Ols Ot110.'INITIN cmtctas rte ! * * -
Nutxs IN t-1. 1N It. a Itu aLIN INtau. uartlltt N TNauslatu I1s1t1uoil OUR.FAC. 1.25
t1 su Ta s a,t ante itwt, +1t 11"I In AN Ill n 1111 CiTll
N 11 �•uN ltcnuN Tn'itllalt Tu ltvon 11 want Ntleals 11Ntaa. ►n IjP Kpl SPACING
c9an
1 41areiiiii A41iAiwti , S
. 1
'GUILPCl=GENVDIC THIS 61IG PREPARED FROM COMPUTER INPUT(LOADSaAOTMENS.ONS)y3UBMITTEO'BY TRUSS MFR.
.�
TDP CHORD: 2x6 DFL 12 UDt OUILICI • Na6 DRAG). Z Com 1 ate T'" 3ssesReq pi red
BOT CHORD 2xB DF -L ss .83 2Xe DF•L #1:
WEBS 2x4 DF -L Standard :W2. W3,_ NB 2x6 DF•L j12; NAILING ,SCHEDULE'(0.131k3.0-9-001s)
D. Dal_9_ )
�
tW4, W12, W13 2x4 DF -L +11 TOP CHORD: 1 RDW ® 12' O C.
BOT CHORD: I ROW 0 3' o.¢:
. LATES DESIGNED FOR GREkN LUMBER PEk NDS•9% TABLE 7.3,3. WEBS !IL _ROH ® 4`'o e.
i6w
ODMONAL LOADING PER TRUSS MANUFACTURER
T4 EACH ROW TO AVOID SPLITTING, AGGER NAILS
UEARSE CGABCOCKsiNNAILTWEPE:EN ROk1371c3,OS AND r9_natlsC • from. 1082 PLF at 0.06 to 1082 PLF at 7,17 (II) A N TT / /NAILS/8LK
w From 545 PLF at 7.17 to 5j5 PLF at' 32,33' (L) ORG X LOC #BLOC%S LENGTH BLX'.
0 O:DOD• 2 r 10' 30
I o3C • 3399 LB Cont. Load at 7.17 (P) 15' 21_
! 1 32.042'
"• THE MAXIMUM HORIZONTAL REACTION IS 2619.73/ •• DEARING DLOCK TO BE SAME,SPECIES,.,SIZE & GRADE AS BOTTOM
CHORD,REFER TO DRAWING CNBROB1.0299 FOR ADDITIONAL
NA% DT VERT 'RECO�EFL: LL: 0.26^ OL: 0,23• (SEE owl! INFORMATION.
ENDED CAMBER 3/0' geou(,
OEFLCAMB0699 u E BOTTOM CHORD)
R G01N(ENB[D•COHNECTION ',OR TRUSSES FRAMING TO TII
(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. (L)SIMPSON LUS28
(H)SIMPSON HUS20..
1N LIEU Of STRUCTURAL 'PANELS OR RIGID CEILING USE PURLINS: (P)CONNECTSONUS20-2.ON PU9LISHED CAPACITIES. SI
TO BRACE TC • 24.00' OC, BC 8 72.00. OC. " C4PT99 SEE SIFIPSON CATALOG
`DEFLECTION MEETS LJ240.60 LIVE AND 0180.00^TOTAL LOAD.
r>rTR055 TRANSFERS s1.00 PLFIALONG TOP: CHORD
i * THROUGH'`TRUSS TOiSUPPORT(S) WHERE INDICATED: DIAPHRAGM AND W2r5X4 � N10%14:''I+ W6X8(R) 11 NeX14 +r -_
OONNECTIONS ARE TO BE DESIGNED BY W5X6 q 5 r
'ENGINEER OF RECORD• W1.501 W12X14 mw WfiX4f. W1.5ka N -ILS
_
013 N1.6k4 p
(A) \V4
(A)7.7-2
W12 (A
Wz
x
w
1 � C) -o•o
kz W10X16 r WU 4 N Wek12 R N WH6 la W698 rl WHO 11 WBk12 up W6X6 � W10X10 ■1
9jW-41930` ,(,7399/
H5514 W3X0 1
R 1505 W R••1I05O W^3'.5'
Rh -20419 2619 20.9-2 ���3 9.11 �( 7-h+0
w (� 32=4'0 Over 2 5Uppor is -----
J
ENO,1'T -
C.7
r. PLT TYP. N1"h 5tran th Wave`TPt-95 R Desi n CrlteriaE TPt STD 1 CA f - - -/F Sda1e_,ie75"in
••NAN•INP• T1 1ut n•t a 11Nl CAt1. I rA111CAuoN. UM r,- binut, N n" 4 A,1 : - TO LL 16,0 PSF REF. 4427-152585
4AC14.
"t 10 1110'►1 ANOl14 119TAktiN1 AIG •trill! , r411/II01r 1►1 pilot HAIR
I s6 MH AFETY
11101 CN40 1NAI.OAlf. • IA01II11. A1TACIt111610 C-IIeO1t tl1 11114 TO
{ Il4N•1Al 1:1111k,11151011. WILAII 111[Illlit ING1CATf1, 101 "up INOWAMAll 110 ►17AC1Il. TO DL 10.0 PSF DATE 04/03/00
CV IIOIRIQ IAII wl 1t Ill 1 11lele' AGYN,1l11Anb A1141 CONTRA On.All wild IuiN11bG1 3 ° 8C OL 7:0 PSF BRW' CAUSR4Z7' 00091001 j
'•IW01TAN1••'./Ullt• A t1I GI TNIA01flu AID `141
dA1TAtA1IN ill a 4. Ahe,. 041"41 T0.
`j ' 'iiieiNi OI TMI It111 111011401111119 1GiitI'sGrue'�Art, I .. i......... of US iNAll Not MISS SBC LL ,tl.0 P5F _CA` -ENG RDN/_CNC.
ari ALPINE' p1eINu11NN'11111►N101T.101 to A ICA I►YI►1,AN1►AIIr ut...... (40"4 UNI,
twttIMI N1f or I AIM All 144E 1411. $199 Ilett, ri 10 10. ,A1nr e►n104111 t� fOT,LD: 33, 0 P5F SEQN 15128
11'1N rat It TIIfl, OA will 11N111dt1 k0tA110 4 lilt •IIIb #1111101 tualcl4t IN
1, 11ANI41 IG1 A•1, , MI UAL: 1111114A1u11►GIeA I AtC11T11CC01 IIu1ttI411 :11111111INI- ,DUR,FAC'. 1.25 .. J
ONQ- CA.93O{' 1CM0�t►11�lu LIT f 1T1/CVkkm 111to11{ it int ACNotItIHl t111r Tn11f N 1DIMmssmilVO ,tru nit. • -
r ANun►t I.b►f um4 1,: SPACING'.: 24.0
GUILICI-JUDI OUILICI = e1 sb6 TNIS coG mIPAREU IRON CONPUIIR 1RPUF (16hot B DiHENS10M5) sum TTEO'BY TRUSS NIR.
,TOP CHORD M DF—L:#1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD:
-OT CHORD 20 DF -L #1 DEFLECTION HEFTS fL1240,00 LIVE AND L/Ie0.O0 TOTAL LOAD.
WEBS 2x1 DF•L Standard
-
~ CORIIER SETS1 HIP OARE CONVENTIONALLY FRAHED. WEBS.
o, LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3:3,
CONVENTIONAL FRAM
INO: USE 701S'DESIGN FDR COMMON HIP TRUSSES A 21.0. OC.
OR ,
IBUILDI G`DESIGNER'15 RESPONSIBLE F„_ ... _ SS AND JACKS TO NIP RAFTER.
�. N- EXTEND SLOPING TC OF TRUSS
SUPPORT -.EXTENSIONS EVERY 3.17 FT TO FLAT TC. ATTACH
'-2LATERAL BP.ACING 70 FLAT TC 0 24,00' OC,WITI, 2.16d kA115
x4 `
c AND DIAGONALLY BRACE`. PER HID -91 15.2.1(FI6:33), OR ONG. CO13O,
SUPPORT HIP LIFTER WITH CRIPPLES AT 4- 5•12 OC.
W2.,5X4 o 030. W1.5X4
T
5 F”
" 2-6.4
o WMX4(Al)
oa W2.5X4,
M1.5X4 4314 a
m:
w BUTTE COUNTY
cs
L--2-Q'0--jUILUpNU DEPARTMENT
12 4-0 Over 2 Supports A. PH
0 VE
N - - •_
PLT TYP. Wave TPI -95 R Dest n CrlterTa TPI 5TD 19.Oh1 _ Scnle42:375 ft.
• IIMNIMA•,• TAmu AlAlut 1nAcw CAA a Lu1tCAttM. I,A1RUA: tAtrruA. As un Ap IC LL 15.0 PSF REF 8427' •87628
r7. VMIN ,11rtA 1/ 111.11--.1nM11N.nITA11TN A10611ACln1. ryLlpn 0111 . 1111113"Alk b�1 IC DL 10.0 PSF DATE �Ol/24/00 .
IO lnjllslC, _Ttl l'M1r11Y M.. ntll lN. IWlnb Ar 13119). /n SKETT nMill/ "IK It. ^W
C= rnrmim TOB! FORCTIONS n1111 n1lA1Tn IIOtCATn: ly dull , W1t nKtll► ATIAEK/
ytAnrflt `uu 11111ZJ 1511 nnitil►«ntu1rot+ onunal 1An T1111" nAll&tlt# Viols lnul: M ►At1Kt To ga N PSf DRW CAU!)t127 00o210I�
•inswum FA nolo A Iml tl Voll IIn1A TC Tl[ iuTulATIGNIn. pill 0611111M 1 BC DL '.D
N nll0 ft'T+9)K% 11 Cweuwll Vitt
011 N 7AM{CA 1118..lAAIIIN, nPriu. ItlTuuAl All y. BC LL 0.0'PSF CA °,:� �RDN/CMC
IKYIN w nntu, ml yllw anMn nTl ArrueMu rurmNl n Nl lulnnu arta A,i - .
'.'. ALPINE Ilttt/ICIIlIM 1m IIMtC .T TA[.AKtlCIt ►Mttr:/1O IAM ASMA1l' an 1, -tilt
•yd, IMKCrat u[ 11ADL tr-Vol+ un ui FI V. nut erctrr pl Njte. ArI I cNnelou T/- A TOT.LD.. 33:0 SF SEAN - 33097
tICM tAtl K:Inlq Iia M1I/1 nKltlil 1tGtfl 7A IAlf Ntln. rti1111t ENAlCTy1 Nt 'k 1 tic
i /AAYiIttJN ►•t. 7KJIAl n TAIL MOIM n11CAllt MillAKt so ntHIIYINAI [NIKIIiN• ` * DDR.FAC: 1.26 ...
CA. R3 t� YIIIIrI Ii nA VICTIM
not E 1 lot ILft0�liII1t 11i lr IK N!ieln wt uu ni ml i1%� C Il .
L. of 10 'SPACING' 24.0,- -_
l 1 CAMINTIT rN Vol IATletlll n1UIN 1
ddd
M
GUILICI-JUDI OUILICI = e1 sb6 TNIS coG mIPAREU IRON CONPUIIR 1RPUF (16hot B DiHENS10M5) sum TTEO'BY TRUSS NIR.
,TOP CHORD M DF—L:#1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD:
-OT CHORD 20 DF -L #1 DEFLECTION HEFTS fL1240,00 LIVE AND L/Ie0.O0 TOTAL LOAD.
WEBS 2x1 DF•L Standard
-
~ CORIIER SETS1 HIP OARE CONVENTIONALLY FRAHED. WEBS.
o, LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3:3,
CONVENTIONAL FRAM
INO: USE 701S'DESIGN FDR COMMON HIP TRUSSES A 21.0. OC.
OR ,
IBUILDI G`DESIGNER'15 RESPONSIBLE F„_ ... _ SS AND JACKS TO NIP RAFTER.
�. N- EXTEND SLOPING TC OF TRUSS
SUPPORT -.EXTENSIONS EVERY 3.17 FT TO FLAT TC. ATTACH
'-2LATERAL BP.ACING 70 FLAT TC 0 24,00' OC,WITI, 2.16d kA115
x4 `
c AND DIAGONALLY BRACE`. PER HID -91 15.2.1(FI6:33), OR ONG. CO13O,
SUPPORT HIP LIFTER WITH CRIPPLES AT 4- 5•12 OC.
W2.,5X4 o 030. W1.5X4
T
5 F”
" 2-6.4
o WMX4(Al)
oa W2.5X4,
M1.5X4 4314 a
m:
w BUTTE COUNTY
cs
L--2-Q'0--jUILUpNU DEPARTMENT
12 4-0 Over 2 Supports A. PH
0 VE
N - - •_
PLT TYP. Wave TPI -95 R Dest n CrlterTa TPI 5TD 19.Oh1 _ Scnle42:375 ft.
• IIMNIMA•,• TAmu AlAlut 1nAcw CAA a Lu1tCAttM. I,A1RUA: tAtrruA. As un Ap IC LL 15.0 PSF REF 8427' •87628
r7. VMIN ,11rtA 1/ 111.11--.1nM11N.nITA11TN A10611ACln1. ryLlpn 0111 . 1111113"Alk b�1 IC DL 10.0 PSF DATE �Ol/24/00 .
IO lnjllslC, _Ttl l'M1r11Y M.. ntll lN. IWlnb Ar 13119). /n SKETT nMill/ "IK It. ^W
C= rnrmim TOB! FORCTIONS n1111 n1lA1Tn IIOtCATn: ly dull , W1t nKtll► ATIAEK/
ytAnrflt `uu 11111ZJ 1511 nnitil►«ntu1rot+ onunal 1An T1111" nAll&tlt# Viols lnul: M ►At1Kt To ga N PSf DRW CAU!)t127 00o210I�
•inswum FA nolo A Iml tl Voll IIn1A TC Tl[ iuTulATIGNIn. pill 0611111M 1 BC DL '.D
N nll0 ft'T+9)K% 11 Cweuwll Vitt
011 N 7AM{CA 1118..lAAIIIN, nPriu. ItlTuuAl All y. BC LL 0.0'PSF CA °,:� �RDN/CMC
IKYIN w nntu, ml yllw anMn nTl ArrueMu rurmNl n Nl lulnnu arta A,i - .
'.'. ALPINE Ilttt/ICIIlIM 1m IIMtC .T TA[.AKtlCIt ►Mttr:/1O IAM ASMA1l' an 1, -tilt
•yd, IMKCrat u[ 11ADL tr-Vol+ un ui FI V. nut erctrr pl Njte. ArI I cNnelou T/- A TOT.LD.. 33:0 SF SEAN - 33097
tICM tAtl K:Inlq Iia M1I/1 nKltlil 1tGtfl 7A IAlf Ntln. rti1111t ENAlCTy1 Nt 'k 1 tic
i /AAYiIttJN ►•t. 7KJIAl n TAIL MOIM n11CAllt MillAKt so ntHIIYINAI [NIKIIiN• ` * DDR.FAC: 1.26 ...
CA. R3 t� YIIIIrI Ii nA VICTIM
not E 1 lot ILft0�liII1t 11i lr IK N!ieln wt uu ni ml i1%� C Il .
L. of 10 'SPACING' 24.0,- -_
l 1 CAMINTIT rN Vol IATletlll n1UIN 1
OTED it TRUSS'Mm-
GUILICI-JUDI QUILICI ofill 11115 DNO PREPARED FROM CONPUTER INPUF ILOAIIS 6 DINENSIONS) 'SUNIT
TOP
WORD'21t4 OF•L +Hee t;. ROOF OVERHANG SUPPORTS 2,00 PSF
SOPPIT LOAD;
OT
\_
CiiORD 2k6'OF�L `SS
WE BS x4 OF•L Standard !N4 20 DF -L J1 (A) CONTINUOUS LATERAL BRACING
EQUALLY SPACED ON HEMER:
N'
DEFLECTION MEETS;Lj21O.00'L1VE
AND LJ10o,00 TOTAL LOAD.
ES DESIGNEIO FOR GREEN LUMBER PER NDS•97'TABLE till -31.
IO PSF DC
LIVE LOAD PER UBC.
1`,L,D,i
TIONAL LOADS
ream 217 PLF it 6.00 tis 217 PLO at. -16,40
m C.
- 566 LD Cone: Load At 6.00
Q,N
LIEU OF RIGID,$NEATNING'USE PROPERLT ATTACNEO PURLINS TO
BRACE ALL FLAT TC 0 24" OC
W4X4a
t6X6•r
r
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_
W06 •
6 r :-
5.1.15
5.5.12
(A)
-•
N/`
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a,
43X14(63)
44 -oro
w
43X8`11
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W2.5X4 ,M.
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f
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i
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9 bi
CA - 1 ' j � f Sce1e x.375" Ft..-
a :
w 0/•- too"It otu A aunt vAlt urn ctF+niAln"-+t%- A rr r/ I+tAtuAl uw
•Mu1n. "Olt Rlt/•11 lAln wt II11At1110 Alla MIR II , 0410111 0I III -. IDICC Iln1
fin, To:
. .
TC LL 1640 PSF
REF R42Y • 02630
o
` [�
Inrnolli top WORM%4 Hitt nl;:wulltw, 4111 rallutrr nul111c rltn
It In SAM rootIloni "List nnlrltt I"I0ATl0: toy twtlo llAll RA►I rtNlly A+IWAD
%GIESS/p,
�
7C OL 10,0 PSF
GATE Ol 24 q0
-a
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1•IMMTART- :1161111 A -tat starts011104 fl in'lutiltATito- 1t0ACIM, unit tntlaAle-=
uuou Ito AAI 0t4u+T/w r1a twnl /lnw A1r r11t1Al to
w :, �
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-
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4
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CA -ENG R /
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01 Fri r0rT111on
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muafh n tw Awlo+cu nulr Awe ruu utltutl AR tn, , uqn
is 40 uCwAet a tet►anw ►11rttt/ IAtr. nal acts Al ii 6w. nrtr tlw... to'
A
"
TOT. LD i`_33 .0 PSF
'
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* *
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iwoiiiilii A1r iutttilN wileinwl0 R iiliiiuli 111110/ tll Inloin odunl; aA
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5PAIING 24,0'
"ltiramiq� "
=1111111 Mon i•1111 UCLI00 R _,._ ...- ,,,
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pf II
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QU!LICI-JUQI GUILIW -.pl) 1015 DOG PAC�PARtb iRGN CONPUIm INPIII (I.OAIISS 01NCNSIONS) SUBIIITTED BY TRUSS MFR.
TOP CHORD 2x1 DF-L #11BI:t. 2 Com lete Trusses Re ui red,
SIT CHORD 2x8 DF-L SS
RAILING SCHEDULE. (0,131x3.Q-Q-0a4is)
C13 WEBS 2M1 OF•L St6Rdsrd
c„ TOP CHORD, 1 RON d 12"o.e. j
BOT CHORD, 1 ROW a 6' o.o,
ATES`DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3. MEBS 1 ROW 0 4` o. G..
USE EQUAL SPACING BETWEEN ROWS AND STAGOER NAILS
4DITIORAL LOADS IN EACH ROH TO AVOID'SPLITTINGr`
Ln, • From 348:PLF at 2.00 to346 PLF st 16,40:
'd 993 L8 Cant. Lord Rt 2.D0 RIGHT END VERTF� L NAY NOT BE EXPOSED TO, 0100 PRESSURE.
c�iFLECTION MEETS L/240.00 LI,YE AND L/100.00 TOTAL 'LOAD:
to pst BC LM LOAD PEq UBC. N1+5X4 M
N6X4(R) M ��
N3II4 4,
- 1
N5X4(R) ♦ 6 t^ 7.2.0
A'
w
N3X10 v N5X4(R) 0
439
w4K6(Al ) INITE COUNTY
r�r
til�r� w�e� DEPAR` E 7
A p R 0:�ED
3784 4-3,5' R�S39B
-2-D-0-j
�-
16-4412 OVGr 2 Support-SL�.):. `r
L" PLT TYP.'We've Tpt-95 R ODs1 n Cr(terla' TPI'St 19,OD1 CA 1
Sca)e x.375 Ft.
••r r rt••. Arc eq u n r/M cr IS
ou tAlnt rl r n, 851111 w IC LL 16;0 PSF REF- R427•-826319
MltI IIFp-rr ua+/1 "pAlMlll YtllAl.11ll w 1tAt111!( iMl lme t► IF ,rule ntn
=�
103111”,rt.. NI a'lllrlla M,. llltl 11 s Walttr YII {1111 , iM W[II 111/Chili IAIM Itl
N fIR IMS►?tuft{ �ltrl" on" MAIN i/Vlt' ltall�lrpltTlatll llta GIlIN,11111I1i Ar1AlJlltl - r(10
••IwasrAlr•• rnalu A car a°,nl trrl t ro m �ntuutlM CerrucrM, woof tautsu _- 1R = ro OC DL,- it DL 11.0 P5F ORW-00SR40-boo21023
•ter ItMacllt It tMIL III M RM1411 IL j1t Ary at 11111 nor toll l[11911 01 FARM[ h .�
ca t Mua ntnriu{ s;uwMwn ltsn a ,1 vv Ate►tun'weltel, lnnnc++ InruuM w BC LL 0+0 PSF CA ENG ROW[M
-
ALFINE tIAtIN ai;ltl/t0. To MIIIa OIIMaI dIFA II►llttll[;ultlptllt a apl ItAiI/aM MIIM i7 /,y .��,,.
trR1rN►1111 ►lMRtt01I Vol Nltl41 rMlf: '1,1 KlAltt u{ILUIIM) a11r Illi AI►lal
close, rAu rwt rrMlh ntr Ana uo tui L Fu tlsrr s Iattlk. Arrtr ur/{ctM s TOT. LD, 33,0 PSF SEON 340?7
[ACA ►Act a oast Alt rwt{t lnuntl Ilunl r, sit Mtllu ►nmet toMlaMl AM .. R., * BUR' FAC. I 25
Mlahll iN bl+ ill tIM it rllt Itllllt t.i1 =Ar[t IttlltlMl a Mat{ii11Al lltlrtrtlM
��,,y.� tclrcnlnun ARRC rM Mt uul LMlatac L t, . u[ ntMILlrr w/ act,
n its All ►I
A��b1Ecr���rgiaf3iiiRlta; "weatlr M11 llu
FlcalRn1, a Mt tt A' Illtrnnow IN la1mM 01110411, fit SPACING
Aaann;hur{ aerlM 1, r
:u,aeew>Kti° ��.w.:i.�,,,,«sbv`.'.e+�r" ..�,aSar�� - ,-... ,.�•,a..�.�:«:;,- � i-..+� �4« .�,^s� v w•,...,,..v..,.,-.-r,..,,�.•� �e--..—
,e,T„�..,rt.....,,spa'�"�,rx;,w.za�t»�',"Fm.:.'i6wfi�;F�'� "�--�b.,;,a�.n:.;.x�r .�....��,.,.,a.,_..,._..;.wm .X'"� "..�:ti�'�-.,—,.�._. � ..,k ,. ..... " ,. ».,....�.,,,-.c �•
(OU1LIC1;-JUN AUILICI T36) 11115 On PREPARCD rem'COXPUTER INPIII '(TOMS B DIMENSIONS) SUGHITTED DV TRUSS 'HIP
I
10P CHORD 20 DF-L /1 DEFLECTION MEETS,L/210.00 LIVE AND L1180.OD TOTAL LDAb.
c= OT CHORD 2114 DF!L +1
w
NE55 20 DF-L Standard 10 PSF BC LIVE LOAD PER UBC.
N ,
�•R NOS•07 TABLE 7.3.3.
w LATES DESIGNED FDR GREEN LUMBER PER
.w
c-A0-3.13 18-9-.13
cs - R-1318.0.11
41.5X4 A R-112 N-3.5^ 14.9-15
5 r jt•23a M-3.5• +13=1.1511.1-10
43X4
N2.5k4 r ;
R-185 N-3.5''
c R-357 N-4.5"
as ;
w
c� -0-0•o
r� ..1.5X4 11 N2.51f4 r
z 02X4 01)
z R-171
w R-532 0-3.5"
BUTTE &9OUN1 Y
cs. L •o•ot.l 12-2-0 o•3•It 3.11-a—►��_3 9=01.15 —4=o- UH6a16PllQ@&.9` DEPARIME
a
Idol
45-10-15 Over 7 Supports
cy ,
r PLT TVP. VIVO TPI-95 R n`Criteria: TPI STO 19.Ob1 CAMI - F Stale -.25/Fie
DRSI -
••YMa100•• 3 naf AAAgH uutN tAH a rANK
in, fAAaIN. ..unN, . nIALL Io AN. I .PSF REF 8427-.•82629
;a ,nuneliA``ina floaiiis vn9sl olmlvls1111CATIN. rUoP 9Von
lo t un ►�imforriil AT!ANao 1C DL 10.0 'PSF DATE 01/24/00
O ..KIN. Hfta f0 Hbfl : aINIIN IrHAlllAt AN OAKIaO). 1..11..10 01 TPI {HHI ►tall
ACV "SHICTNAt PMILL HTTN.NNC NAIL NIU A /INHLt ATTAIR0 I1610 CUMIN.
•
tin
INH.. A CIr1 OF "it 010114 n IN IIHuw N nATaKrN. uI1H uHHuio ��? tai M DC DL 7.0 '_PSF DR4 CAU5R427 00024014
<IT tin It. INC.-NAIL Not At atumilitt TN All Nt1ATIN fa iAlt H11N7 Mt All I:* T0: >. A11
�+ nlu to
1" Ill I1 curommi 11tN Tft• a tPaIT AAMuu N1nlw. ufuluN AN $C LL 0.0. PS} CA-ENG RDW/CWC
C--/AL I' NG 011e'.. N TANAO. nit Hs+N tMNN win oflICMat Nnutoft a Nt (11AtINu nHu'
IHCIfICATIN /Hlln(0 C7 IN AMICN f..11t AN PAPTa NHCIHIN AN III. wilt
'coal tlNl'MA AYl N INA NTY AAAA Nq NU.JIUII nun AS NEto. ArP1V coulcfN1 u _ TOT.I,D.. 33.0 -P5F SEON ' 33090
1KA /KI M..tNtl, AAl /ll1n OIIaNHf l0CA1D N "Ill OIfINI P0flTIN cNIR1N/ fig *., DUR•FAC. 1.25 '
• INItPWDltlfl ftllll fN It[ INANs cowuIsf Etl163,10 1 ..tN; p11mullf An UUPlir "is ' `
y N � I=� CN/INAT tw AH NmcKAa Nunes n iN "Pill OUT N nc'mulN NnyN, ra n 0J SPACING 24.0"
Nn/nT t•mf Ilcun t _ 0 '
+• 1
O ILIC1•JUOt''OUILICI,- 02) TIIIS-UMO PRCPMEO FaOM CONPUIER t.�PUI (LOADS a DIMENSIONS) SUBMITTED BY JRUSS MFR.
CHORD 20:,DF-L /1, (A) :CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER,
CLTOP
OT CHORD 20 OF•L fl ,
DEFLECTION MEETS L/20.00 LIVE AND L/xG0.00 TOTAL LDAG.
m MESS 2X4 DF•L Standard -
cy
RIGHT END VERTICAL MAY NOT BELEXPOSED 30 NOD PRESSURE,
I LAM DESIGNED FOR Gunk LUM9ER PER NDS-97 TABLE'7.3.3. I,
10 PSF BC LIVE LOWPER USC.
Lin
Wl,5X41S
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INC gEPART�AEN1
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PLT TMP. Wave TPI-95 R'.. bas n Criteria: TPI STD 19.Obt
CAI- 1 •-/!-IF--,—SCa1e`-•375"`Ft.
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C:
••Maur•• uewl nN r 44641 we m.►uRlal x, twain. Iter x, 6161116 114
(tr1Yl1Y ftlilllll0 AY M1Ct1{ . NI11104011 ttt I1n11-►LArI
wnlY: Rift[ 1t llnxX111,1019
JY lVllnle X111,1¢ 1Y. 1Wl�N. 11 lII�11: 104 '11," "!"logo 111N to
� �WESS(0
1 f. LL 16.0 PSF
10.0 PSF.
REF R427 • -82632
DATE 01/24/00
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-
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1lA/YxY Ttltt TIICIIIl1. uttN WlnKtt'IYIGI[tI: TN NIU N1Ll 4rl nHULT A"Ust0
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pY ,.
1C DL
BC DL 7::0 PSF
ORN CAMS1627 00024D26
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pwlclo. 1K..t4u YTK utrwuut r1" uT Kn1lo1T rRY roll K-lcn 111 111104E TD
xll0 T04 1411[6[ 11 gM/MM1U llro tttt -0L IA:.W Ix:'W/Iln{. 1-11'4x. U11M I 1Y
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_
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:I►teme/Ilei lUunN K tK IMneY IYUT W MttR ttUCunKI lY lot. 4 lot
NY[crat 1x Rut 1I 161[6 uta 411 aro cur: inn dttlT AI Wle. unr nnnlns ro
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SEON 34005
..
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ltlrw r1" m mac 1IR1010 KWw 11x1. t tlt IDItolmsw 111 W4 K 1RIt,+
Ill
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F �
(OUILiC[•JUDI -0U1LIC1 Jl sbl) TIIIS ONG PRIMED FROM COMPUTER INPU1, MODS 11 'DINENSIONSI SUBNIi1ED DY TRUSS WR
TOP CHORD 294 DFL p DEFLECTION MEETS L%240.00 LIVE AND 1.1160.00 TOTAL,LOAD.
)TCS
WEBS 2N4 Df -L tindSrd 01 HIP'SOPPORTS' 4. 0• t JACKS WITH NO MESS.
In CORNERSETS ARE,CONVENTIONALLY FRANEDc
;N .. -
'�ATCS DESIGNED FOR GREEN LUNBER PER NDS•9'TABLE 7.3.3. USE *NES DESIGN FOR CONNON NIP TRUSSES 024.0` OC.
1ILDfNO DESIGNER EXTEND SLOPING Te OF TRUSS AND JACKS Tp NIP RAFTER.
1b1 R IS RESPONSIBLE_ FOR CONVENTIONAL FRAMINO. SUPPORT EXTENSIONS EVERY 1.95 FT TO FLAT TC, ATTACK
N 2x4 LATERAL BRACING TO FLAT TCO MAD* OC NIT" 2.16d NAILS
AND DIAGONALLY BRACE PER "18.91 13.2.1jFIG,33), OR DWG. CDI10.
�+ -SUPPORT NIP RAFTER NITN'CRIPPLES,AT 2. 9= 5 OC
�t
Wal, � s N70 (R1
y T
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W N3X4 11111N1:5M 11
w
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cou
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12-0=0 Over 2 Supports `I
DEPARTMENT
BBO 11�3.G` ' R�680 N�3,6. P R
�. A P
tC' PLT TYP. 116ve TIAL 95 R - Des1Dn Crtterlbi '10 C §TD j 15.Obl- GA 1 + = F Scoe ••;375" `Ft:
••1 1 M•• esu %twI1t malt i i1 r+etlun+u IMOIIM pinrlM IMil11l ►to TC LL 16,0 PSF !!EF 8427-`82634
d - 11AtIM4 -%lots To 116-11 11AplIM (11111111{ U/ 0Atlaf , pMllat$ 1r nl ``1111{ 11111
C i11TtI1rt, Mf s'0111IU K" MAN 1a. 11u1M1, at t1t11I, Fa SAMI'NMrlIX1 Ill" 11 D [,r�,, 24 QD
l� Itt111110 t"it ',tQllt1, 441 R111IIVlit (MltAlll, 11r cal A All Utl M,ItAU A1U6111 1� `� TC DL iG.d. p5F DATE
1111QaM POSTAI, M11M,tsa,-pul-M/I A 0111111 AITAU" A1111 MAIM � W. _ - _.
' Q.D PSF DRM cAUsa4z>,0002/w3.
N - 7t11Kt1, Illi, �IIIII.Mt 11 IU/a11Rt 1N Ur .DI Mla-MM.I,II tUi01 Ni IIIIMt 10 - .�
n� eout IM MALL my ofMutt nlll111 J, copy of /rr111a et , 1 to lot="1e �1AAo�'1" title 11 AT Ito Alp FAIin lA DC 1.L; 7.0 P5F CA -ENG. RDW/CPC
..
ALPINE T'1C MMl1t 01Tattrt, 1116 1[totr etltaM 1110 ArrulWtaot t1a11r 111 Urlttu ntla ti
`• '' LP 11,6 sltclnutla ►,ntuu li ttrullucAl rant m arto ntKulla An M IT 1 TOTzLD,, 33.0 PSr SEGOS 34091
a11111at rAt. uet a i1a A11N Aet uu tui tt[tt, lItOT A Milt, uit4 alruta6 re
DAN Ful tr TAn6, AAO MUM enuna to Ito on TIM K1101 h11n1, eeautal ►o * * DUR .FAC . 1:25
"1711"1 iM A- 1K'till M tMt MtrIs I,tltills Aa[IIAK! If It1RlfiNlt atnlYllrl Inl �• ""
�d,l Pl .tx ieeia1111 .04 Aii�iuAIR(!%41, I. falseit tip, uli kitiir a iu i,+iiiiwleiYlati;telk r+l' �aIrOE DoQ'� SPACING 24 60'
M11na hoa Itcn,11.
-.,.,.t-...tim�'==..,'°"�'k.$'-lrl7*=,�w't«,l;k .A4��k,� �....o...:i�Y:�",'•:wu.,�-..�,.a^",�'�':;�.z''�' a`"..e�:L::.-�...... • ' .,-sc;!,*-'"�.�-^."-'a:�l�"�k4��"su-, ^- '"''^"::';�
1111S'ONG PREPAID FRGH COHPIIILR IRI'UI (LOADS
6 DIMENSIONS) S66M111ED BY TRUSS MFR -
(QUILICI-JUDI'OUILICI 93)
SUPPORTS 20 bF•L #1 p,00F OVERHANG SUPpORT5;2.00 p5F 50Ff)T LOAD.
SIT CMORD 20 F•L DEFLECTION MEETS L/240.00 LIVE AND
EF
L/180;00 TOTAL LOAD:,,
NB5 21t4 OStandard
E
N 10 PSF BC LIVE LOAD,
'
I3.ATES,DESIGNED FOR GREEN LUMBER PER NDS•97 TABLE 7.3.3. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAC.FRAHING.
WISE THIS DESIGN FOR COMMON HIP TRU5SES • 24.0•"OC, ID SHEATHING IN LIEU OF RIGNG USE PROPERLY
ATTACHED 'PURLINS TO
1
LCMEND SLOPINQ TC OF TRUSS ARD JACKS TO HIP RAFTER,.
A'�-AIPPDRT EXTENSIONS EVERY 1.03 FT TO FLAT'TC, ATTACH BRACE ALL FLAT TC OC.
d 14 LATERAL BRACING TO'FLAT TC 0 24.00' OC WITH 2-16d NAILS
DIAGONALLY BRACE PER HIB•91 13.2.1(FIO.33). OR ONG. CO110.
i
ID
SUPPORT NIP RAFTER WITH CRIPPLES AT 1. 5• B OC.
��
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6-3-11
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w
W-
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R' MWING "DEPARVAEN
(•r -2.O. Q -
L 14-4-0: t_
2 -_U_._ 1_2 _,I1 jP P R O� ED
1
w 16.4.12 Over 2 Supports _
PLT TVP. WeVa TPI -95 R Dest n Criteria: TPI STD 18.Ohl
►u., N11Auoc Au
CA - 1 - f�/F Scale �.375•`ft.
TC LL 16.0 PSF AEF 8427 ^82633,
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auto, gnl n nl•n tlAnlurlxluuN Are rAutN . enulx/ /r n ``nIn PLAT(
.anon[. lU r•aM110 o$.. a1R' uer iNita. rl 131 1 1 . lot Will IAACTIi93 Palo$ 10
00
DTE
17.0
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INe1TANT 11 �ntAlPIxrU 13�lltAte
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AN
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0.0 PSF
DRWECAUSR ZI/0 024030
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t
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aur lx nanli N CIWKe1aLt VITO flat a /IMIC IM. BANKING. IeUPIN, anllllN
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ills INIICaJunit clAllm
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noci o$ renal. 'iix luta cWKu
n I Attila
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nal" llnrrAS Nlle. uPU caA1Ct04510
TOT.LD. 33.0 "PSF
SEDN - '34010
conceal Au iNa er:PaA u14 Ass a4 ulY.
tui IAn x nm, u/ mass /nanu lKArm a ail Knse. /Nma taxew ni
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p,.,�,/y.r��.
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aor 4a. - :ln IIAI N Tl1i eiAr1 INlallt AMPIANC9 K K/rtiilN/l
xlnl/1211117 lxcu rN IK nm uWIKn Kn111rnn. lK citrwtun Aa rat x rni
"Wes it too Alf ►AAilCKAR MAN It Ix Mof 111ILIT1 of 1K rllfalls NaiKe, K1 '.
NIIII. t-
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SPACING 24:0•
-
AN
AIIIIIII.1-INI Na1N 1.
_
t
i
F
11
A.
OP CH RD Zx I-0UIL1C[_ - J2 6b5" OEFLECTION MEETS L%240.00 LIVE AND Q1DO.00 TOTAL LOAD.
TN)S DOG pREPAREO rRON CONPUTERIINp1IT (LOAbs 6 DIMENSIONS) 500M)TTED BY TRUSS MFR. 1
TOP CHORD 2xi:DF-L /1
")T CHORD' 2x4,'DF•L 01
WEBS 2x4'DF-L Standard USE THIS DESIGN FOR COMMON )IIP TRUSSES`6 24.0" OC.
co EXTEND SLOPING'TC 'OF 'TRUSS AND JACKS TO NIP RAFTER -
Cy
SUPPORT EXTENSIONS EVERY 1.96 PT TO FLAT TC. ATTACH
.,-RTES MS10NED FOR GREEN LUMBER PER NDS -97 TABLE' 7.3.9. 2x4 LATERAL BRACING TO FLAT TC 24200. OC 33)1WITH 2.764 NAILS
AND: DIAGONALLY DRACE:PER HID -91 I3.2.](FI4.J3).`0 DOG. CHID.
N SUPPORT NIP RAFTER NITN CRIPPLES AT 21 9- 5 OC.
Ln
BUILDING DESIGNER IS,RESPONSI6LE FOR CONVENTIONAL. FRANINB, i
0
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12-0.0 OV0 t Supports —9j ®�
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til At m telt rarer lunea .lwaoa,• Mlrrue. 1 uN W/ TC LL 16;;0 PSF REF R427--82635.,
d NNnt, 1IIU 11 ann NA. {n it» eAiiai+il"'uiiili)tr�lai'uilrtiiietiui ri1►oiuA10 f [ fpr.
e� annnR, N1 e. NMI eT(
O /ItIMNIN INR MC11Nt. 1111n tMttfiNllelCAfIh1R t1MD p1tA: Mtl ItatBr.A+lAaxe TC DL 1D.0 P5F DATE Ol 124/00
CV ` m..'alAI !Wilk NlriN tMllf MAIL NAIL A M01111i: tflRNln NIf10 ttlUft. " N. ,
iiefwicau ii% iNui�wr a°iiY/i�iill titNto Aii �w�iii{i qua ai, oiilai ASI` I w rUoo \y1 w DC OL 7 a0 pSl DRH tAUsd427 ao02f0S/
,` o1u t1t tont+ til otraeun fn0 tail M-►IONt►linc`+11t1IN1 Etulufr WlrlluN len T- BC l L 010 P5F CA•ENG-rRDN/CNG
A' -P t MAcut N. tmpt,-.:_ tns ltntrcfMa,Ns un Arniant name a 1 luaaAt nRCN > ;;
p1t111Gr111 INIItND N tit Am CAN fgIR-WO INN-1lINIAl111 AN.1 1 AInN
eeltuteet Wt NWl e1 Im Not AR1 Mtn air: 111 hetrr At N f nr eMNctwt to * TDTab. 33, 0 PSF SEON i 34037 _..
L ttcN rltt
It uq. ne nlu, t1N,Na !kiln M nit ttnM, nauNFnnnNf m * BUMM, 1,25 '
Alp)YEa 1110. TT AM NNIAIMIN
e.+.fKNw Tau, M II1eltl,0 An f oll'ite N I Din to MAIN tN rit I1tUW t1 1N1 tut Or ttlt Clrl� �V
i ltp
iiuioitiin Mill
Not
miit+o°1i a i{i: iaiic.�Iuni ioliiiieitttiuo, In pre
4 • SPACING 24.0'
L -^-
„.,.rr,M.� :.. '". w+*e,•....,,.,1::.; n.u.w.w..r.:�.�-.uW»M.au..k;a,:—M=-,.;-N— �..,.u....y7.u-.,�ny.::w"�:'�::til:"y�,.'�'..�."-".,«-.�,"'"�',�''"_t-"",a";r±:�� ^�_±_. v�" r"u.,.=',"r A�l�a�a.w....+w _w�aa,., �-4,�v,�.- r,�h•�'..+e,a ��
� �, 1
PLT TYP: (lave7PI.95
0
o
C
y
�.
.
AL -PINE
-
,
19.Obi
QIEdS/
i p h N C
h .N1
\ A
i a
*
-CIVIL �!'
Q 0 t1I0�
TC LL 16.0 PSF'
TC OL 10.0 PSF`
BC DL 7.0 P5F'
OC LL 0.0 PSF`
TOT.LD. .33.0 PSF
REF R427 •-82636
DATE ' 01/24/00
(GUILICI-JUDI� QUILICI • kl)
1111sl 0WG PREPARED FROM COHPUTLR INPUT'jLOAOS 4'DINENSIDNS) SOON 1110 OV TRUSS 11FR.
SEQN ..- 34069'
TOP CHORD 2x4 OF~2x4rT2 DF -L /11OItt.:
ROOF OVERHANG SUPPORTS 2,00 PSF SOFFIT LOAD.
SPACING 24.0`
1T CHORD 2x4 or -L /1
r WE2x4 DF•L. Stehderd
(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER.
c.1
DEFLECTION HEETS 1%240.00 LIVE AND.L[1e0,00 TOTAL LOAD,
RiLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 74.3..
i �p 6< 0- 0 JAWNO MEDS,
NIISE THIS DESIGN FOR COHHON,NiP TRUSSES 11 24.0" OC.
,TTS
t� FRAM1017"
�pRN�I y ,""ARE CONVENTIONALLY FRAMED,
/PA XTEND SLOPING TC 0, TRUSS AND JACKS TO NIP RAFTER-
e',UPPOR7 EXTENSIONS EVERY 4.00 FT TO FEAT TC. ATTACH
OUILOING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING,
-0 LATERAL BRACING TO FLAT TC • 24.00. OC WITH Z -16d NAILS
z No DIAGONALLY BRACE'PER HID -91 13.2.1(FiG.33), OR DNB. 0110.;
j
SUPPORT HIPRAFTERWITH CRIPPLES AT .5- 7.14 OC.
{
K1
[„
N7X6'e N3%14 e<
T2 02.5X•1 ®r 05X4 a
�.
6 [�
(A)
T
2.10-1
l.e•Q
Fa
Q
,
M2.5K4 (A1)1 01.5X4 j Ii1.5X4 M
N3X )
6' 03X8 a 02.5X4 � 03X6 (A1
05X6 n
ry
;
L4270•0s(s- '-7-4-0----�
�z•o•osl�q+
I, 6 0 Q r, J'
p�
264-0 1 6.0`0 _I BUTTE `I E VOU1
_44
20.4-O:Over
2 Supports- r{� �aI� �jp{�
�ILidll�llii i.J�'1�161�
ENT
R-2765 N-3.0"
w
R"131B W-3.51
APPR0 5F
CA - 1 1.).1.1C Scate - 25''Ft
PLT TYP: (lave7PI.95
0
o
C
y
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.
AL -PINE
-
R Design CriteriB:_TPt 5TD
••NAON NI•• llNlts 019081E 911RUIL CARE' IN.FASA 4TIM, NAWLIM..IN /FINN, NIINKiM 110
411080. Itn9 w Yu•a (toINMIM 10[TAttIM A10 NACIItI, r0LlN11Il nl TOM PINK
IlttldR. !p l•OIIIgO Of.: 11861 COS, MOIt01, YI-.Ullp, 111 iA11if /AACTICIt.111N 10
r tr0ADI0 Tull nunef. DAucs O1N11r1M;Iw14nD. TI1 a/11 TIME NATE NM1RlhA1D410
-malMu rAnu, [9TTIN COMD YALE NAYS A 000I[RLt ATIALKI t1010.CHL110.
• 11VDAM".. IOtOtSrA WPI Or HIS NUM'to TQ InTALLATIII 11RTIACTN, A1111f/N[tuD
IIOOICIf, iNC.:fNA1t MT JE 0If10/f1ll[ rN 'IMI DLt1Ai106. FOM :Toll 0[i1Nl MT'-IALO[ TO
IS" IRC rt[Cu:. 11 coM0l11MCt IMI DII N' rWI4tIM:. SINt IM. $NIPPING. NSIALL111 AND
ItMto$ So aVU {. NIf 0[1111 c"Ho I1II NPKICA7lt MIIll..I.IT In IIAT[MAL D111M
1P[C[IIC►nM IMtHsIv IN TO AMAICAN INSIST AM "Ptl ASUCIAINI) AND 11I. t101FC
cNMCIMI H[ not It ISU AAN A►1111110 $At[i 9ntt:'1141T AS 10199. APPLE CIIKC10I1 TD
EKR ►ACC /T 1416[. CAD Sten 0012111f LoCAlto 1101 HIS Stflte, rotation c010[CIMs na
MMIMI 110 ►•1. TO MAL M 1111 0019/ 1014111 ACCIFTAICt M'Ntt[If111K 119
or lots
stu"Nr IN ►N/ ILI.Fa H nIt:111 It NE; 091 90 20". N HE II TAIR TT An ti Nor lots
Col"I
wst/la 314141 M9ttM lu nc•f t9tlDt96 Dc[tu EYMt. Mc wnulutt AM Iu/EA
19.Obi
QIEdS/
i p h N C
h .N1
\ A
i a
*
-CIVIL �!'
Q 0 t1I0�
TC LL 16.0 PSF'
TC OL 10.0 PSF`
BC DL 7.0 P5F'
OC LL 0.0 PSF`
TOT.LD. .33.0 PSF
REF R427 •-82636
DATE ' 01/24/00
DRN CAUSR427 06024016
.
CA -ENG AED/CNC
SEQN ..- 34069'
'OUR.FAC. 1.25 _..
SPACING 24.0`
.•
7
A
y
NAME
AP #
PERMIT #
j1
1273..10
Turnouts. Driveways exceeding 150 feet in. length, but
I
less than 600 feet in length, shall provide a turnout
near the, midpoint of the driveway. Where a driveway
exceeds 800 feet, turnouts shall be provided no more
than 4,00 feet apart.
1273.10
Turnaround. A turnaround shall be provided at all
building sites 'on driveways .over 300 feet,in length and
shall be within 50 feet of the .building,
r'
1273.11
Gates.
[
1. Gate entrances shall be at least two feet wider than
}{i
the roadway it serves.
;
2. The gates must be :located at least 30 feet from the,
roadway and shallopen to allow a vehicle to stop
- without obstructing traffic on that roadway.
[ ]
3. Where a ane-wa road 'with a single traffic lane
Y
-,
-
provides entrance, a 50 foot turning radius shall be',
used.
1
Fuel Modification
1276,01
Setback for Structure Defensible Space.
[
1. All parueIls 1 acre acid larger shall provide a mini-
mum 30 foot setback for buildings and accessory.
buildings from al] property lines and/or the center,
(
of the road,'
[ J
2., For parcels less than 1 acre, local jurisdiction
#
shall, provide fbr the same practical effect. See
jr
Other Requirements • below.
[ 1216.02
Disposal of Vegetation and Fuels, Disposal, including
t
chipping, burying, burning or removal to a landfill site
approved by the local juriadiction; of flammable
- -
Vegeta'tion and fuels caused by site development and
construction; road and driveway constructioni and fuel
modification. shall be completed prior to completion of
road construction ar fi.'ral inspection of a building
Permit•
OU TIC,OK N
Page 2 of 3t�1dILD1 Vi •li i tiYf
A
i
i
_
J
4'
CAF FIRESAFE 'REQUIREMENTS,
4 49, r t�.2 - 29
,4P# MIT
Under.authorit yof 'PRC.429104 the following checked items are required
.� by the Butte County Fire Department anal are made a part of his ,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 t,
compliance,
j 1272.00 Maintenance of Defensible Space. To ensure continued ,
maintenance of properties in conformance with these
standards and measures and to assure continued avail-
ability, access and utilization of the defensible space
provided for in these standards, annual maintenance
must be provide for by the land owner.,
Driveway Standards'
1273.02 Surface. All driveway surfaces and structures (bridges,
[
!:273.,07 culverts. and other •aiipartenant .structures which supple
ment the roadwaybed or shoulders) shall rovide unob
structed access to conventional drive vehicles,.includ
xng.sedans ,and fire appara�:us weighing up to 40,000
poundb.
[x, 1273, G3 Grade; Not to exceed 16 percent unless paved.
127.3,04 Driveway Radius
[ 1. No roadway shall have a horizontal inside radius of
- curvature of less than 50 feet and additional sur
s face width of 4 feet shall be added to curves of 50
100 feet' radius, 2 feet to those from 100`�:Z00 feet: '
[
2 . The length of vertical'curves zn roadways exclusive, ('q
of gutters, ditches; and drainage structures designed
i to hold or divert water shall be not less than 1PO
feet.
[ 1273.05 Turnarounds, If required, will have a`minimum turning
' radius of 4.0 feet from the center of the road.
1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30
feet;long with ,a minimum 25 foot taper on each end:
1270.10 Width. All driveways shall provide a minimum l0 fc..,t
tratfic lane and unobstructed vertical clearance of 15
feet along its -entire length. B1EnnI�11 p���p
Page 1 af..3., ��1i,��1 &� ENT
p� p•
t
- APRR Gi'
GENERAL INFORMATIO;i,
Conditioned Floor Area..... 3281 sf
w
Building Type .......:......
Single Family Detached'
Construction Type
.......
New
Building Front'Orientation. Front Facing 70 deg (E),
Number of
Dwelling
Units.,..
1
Number of
Stories...
.....
1
Floor Construction
Type.,.;..
Raised Floor
Glazing Percentage...
-AA...'.
17 of floor a �y
0.59 Btu/hr-sf- E COU
Average Glazing U -value....
yi
.....
Average Glazing 'SHGCHeight.,..*.
1,0 f
10 ft DEPARTMENT
R j� g�1
Average Ceiling
Height...
. BUILDING q: ftA�'A
BUILDING
SHELL INSUI;ATION
Component
Frame
Cavity
Sheathing Total Assembly
Type
Type _
'R Value
R -value R -value II -value Location/Commences,;
Wal],
Wood
R-13
R-5
R-18 0.059 Typical
Door,
n/a
R-0'
R-n/a
R -o 0.3;30 Hall, Foyer
Roof
Wood
R-11
R-�27
R-38 0.025 Typical
Floor
Wood
R=19
R-0
R-19 0.037 Typical.
F1oorExt
Wood
R -19
R-0
R`-19 0..048 Oyer Basement
FENESTRATION
_
Over-
"
Area
U=
Interior Exterior
hang/
Orientation
(sf)
Value
SHGC, Shading Shading
Fins
Window ,,
Front (E)
5 3..0
0.60.0
0.650 Standard Standard'
Yes
Window
Front (E)
34.0
0.570
0.670' Standard Standard
Yes
Window
Front (SE),
20.0
01.600
0.650 Standard Standard
None
Window
Left (SW,)
20.0
0-.600
0.650 Standard Standard
None
Window
Left (S)
33.0
0.600
0.650 Standard Standard
Yes_
Window`
Left (S)
56.0
0.600
0.650 Standard Standard
None
Window,
Left (S)
4.5
0.570
0'.670 Standard Standard
Yes'
Door
Back (W.)
73.4
0.550
0.670 Standard Standard
Yes„
Window
Back, (W);
115.0
06,00'0.650:'Standard.
Standard
Yes
Window
Back (W);
31.5
0.570'
0.670 Standard, standard
Yeti
Door
Back` (NW)
40.0
0.550
0.670 Standard _ Standard
Ye:
Window
Back (NW)
9.0
0.570
0.670 Standard Standard
Yes
Window
Right (N)
35>.0
0.600 .0.650
Standard' Standard
Yes
Window,
Right (N);
22;.0
0..570.
0.6?0 Standard Standard
Yes;.
,o
CERTIFICATR OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R:
DESIGNER or OWNER
DOCUMENTATION AUTHOR',
Name
& orui ipfi
Name....
Donna Wallace
t
►.►
7L na Company.
Address.
Address.
399 East 9th Avenue
-
Chico, CA 95926:
Phone:..
530 34-6483
Phone...
530-893-4982
License.
r12-2-1.00
Signed:.
_
CGJ Signed..
ae.
.3/4�_
AaateF
ENFORCEMENT AGENCY
Name..;:
!,
Title...
Agency..
Phone...
_
Signed..
_ (date)
J
a
CERTIFICATE OF.COMPLIANCE: RESIDENTIAL Page 2
CF -1R
Project. Title ... ... Quilici Residence Date..03/22/00 '15:05:54
.. .
MYCROFAS5 V5.10IL g.. Cx-1R
WRun
5User- Quilic ResidericeFORM
FENESTRATION
Over -
Area U- Interior Exterior
hang/
Orientation (sf) Value SHGC Shading Shading'
_..
Fins
Skylight Front (E) 2.$ 0.940 0.130 None None
None
Skylight Left (S) 4.2 0.940 0.730 None None
None
Skylight Back (W 4.2 0.940 0.730 None None
None
Skylight Right (N; 1.4 0.940 0.730 None None
None
HVAC;SYSTEM5
Minimum Duct' ,Duct Tested Duct ACCA
Thermostat
Equipment Type_ Efficiency Location R -value Leakage Manual
.D Type
:Furnace 0.800 AFUE Attic R-4.2 No No
Setback
e
p 0 SEER Attic R-4.2 No NO
ACSlit12.0
Setback_
WATER HEATING SYSTEMS
Number Tank
External...,
in Energy Size
Insulation
Tank Type Heater Type Distribution Type. System Factor (gal)
R --value
Storage Gas Recirc/TimeTemp 1, 0.58 50
R- n/a
REMARKS
CEC default 'U -values were used for all fenestration.
07/25/99 Corrections to HVAC equipment (Drawing Sheet 7):
i) AC" -3 is;eliminated. The Owner has no pans to condition
any space(s)on the Basement Level.
2) The Owner intends to use txgo split systems (L.P. gas/electric
cooling) to condition the house. These systems must have a
minimum 80.0 AFUE'and a minimum 12.0 SEER.
Revisions to. Energy
gyur lWere tchanged
T')/2Fionsi
skylights at 4200
osf each to four skytubes at.
i.4 sf 'each
2) The .9i roo:cvindow, (bath on left side' of house) has been
eliminate3)The
house will have one water heater with a recirculation
system; that uses both temperature and timsr,controls to regulate.
4umpperatiun.
The U -Value reference for the.exterior wall i's now referenced
toTh
P400-98-002 Table B-2 page I-5. The wall consruction has not
changed.
3URE8 CHECKLIST: RESIDENTIAL: (Page 1 of 2); XF-11t
Hat buildings subject to the Standards must contain these measures regardless of the :compliance approach
-ked with an asterisk (+) may be ,superseded by more stringent compliance requirements listed on,the
'ompliance. When this checklist Is incorporated into the permit documents, the features noted .shall be
ll aarties as minimun component. performance specificaiions'for the mandatory measures whethep they are
in the documents or on this checklist only.
DESCRIPTION
DESIGNER
ENFORCEMENT
Duilding Envelope Measures
w150(a): Minik.m R•19 ceiling insulation.
R-38
N/A
150(b)` Loose fill insulation monufacturerls labeled R -value.;
R•13'
#150tc) frnimum R�13 Wait amed wells (doesinotlapply to exteriorr massfraiiied awallsj.equival"ant U -Value in metal
*150(d)s Minimum`R-13 raised floor insulation in framed floors.
R-19
N/A
1500); slab edge insulation - water absorption rate no greater than, 0.3%, Water vapor.
transmission rate no greater then °2.0 perm/inch.
lia: Insulation specified or installed meets Insulation :_quality standards. Indicate
type and form. Rigid Insuletion &
116-17 .Fenestration Products, Exterior Doors and infititrationAkfiliration Controls
1- Doors and windows betNeen conditioned bnd unconditioned spaces designed to limit
Fiberglass
Batts
-
air leakage.
* Fenestration products (except field -fabricated) have label with certified U -value,
certified Solar Heat, Gain Coefficient (SHGC), and infiltration certification.
3., Exterior doors and window pped, pe and
- 150(g)•; Vapordbarriers mandatory inwclimate t2ones 14aand Jlbnonly, � netrationa caulked
By Owner
N/A
N/A "
150tf"- Spdctbt infiltration barrier installed to comply with section 151 meets Commission
quality standards:
�150(e) installation'of'Fireplaces, Decorative Gas;')�•iances and Gas Logs
1 Mesonry and factory -built fireplaces hove:
a. closable metol or glass door
b. outside air Intake with damper and control
By owner
c. Flue damper and control
L No continuous burning gas pilots allowed.
Space Conditioning, Water Heating and Plumbing System MeasUres
110-13: HVAC equipment,`water heaters; showerheads--and faucets certified by the Commiskion.
By owner
150(h)p Heating and/or cooling loads calculated in accordance with ASHRAE, SMACHA oe ACOA.
Attached
1 tot setback thermostat on all applicable heating and/or cooling systems:
By owner
150(J): Pipe alai Tank Insulation
I, Storage gas water .heaters rated with and Energy Factor less than o.58 must be
externally )+rapped With insulation having en installed thermal resistance of 02
or greater.
2., First 5 feet of pipes closest to Water heater tank; non•rec roulatin systems,
insulated (R44 or greater).
3: Backup tanks for solar syystem, unfired storage tanks, or other indirect hot Water
tanks have R-12 external insulation or 0-16 combihad interni/externot insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water
By owner
systems
5: Cooling systemi ing be Cow 55 degrees Fahrenheit ipsUlsted
6 Piping i sutotad twean hosting source and indirect hot water tank.
•15o(m)• Ducts a� Fens
1. All ducts and plenums constructed; installed, Ihsulated+ fastened, and seated to
comply with the iC06 1997 UMC sections 601'and 603, ducts insulated to a minimus
installed R=4.2 or ducts enclosed' entirely within conditioned space. Openings
shall be sealed With mastic, topej aerosol sealant or other 'duet closure system
that meets the;opplicoble requirements of UL1B1, ULWA, or'UL1a1D and other
applicable apecified tests for longevity given in section 150(m).
2. Exhaust fan syatems have backdraft or automatic dempers.
3� readily Ventitible9 manually repvlatod conditioned speed have either automatic o:
- pe ropers. p r
_
By owner
Residential compCiance Form July 1,, 1999
��yu��,„�,,,�y�yy,�n� A p,yw • .{I�.<..rtiNY. +M....+r`WWF.�u�4c'=u+rvlaY.i^".rucY��a�+�+'_, *naWMw o.Th-T�^u-lrj.�.--'--��Y•A.4,i++u4� �_ ,"� ya.-W:3�J...Le-wws"�' � ..r -.J 1Ar. .......z� �.m-���A
..,ce[..'14].1. - 4.s-.I..A.:+-..a,.».-..-.r•-...+.-.�-.-.�....�- �.+�.'.-^....^_^".^^"� "^'n.Y`, w"'�"„".�".�.� �a .w-+�.�.r.-�.'.r� _ _
MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 "oP"2) MP -1R
NOTE.: Lowrise residontial buildings subJect to the standards must contain .'naso measures regardless of the compliance approach
used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the
certificate of'Complience• When this checklist is, incorporated into the permit documents, the features 'noted shall be
considered by atl parties as minimus component performance specifications for,tha mardatory,mea_sures whether they are
shown elsewhere in the documents or, on this checklist only.
DESCRIPTION
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plubing System Measures (continued)
"114:Pool and Spa Meeting Systems and Equipment
1. system is certified with 78% thermal-efficiency,.on-off switch,,weatherproof
operating instructions, no, electric resistance heating and no pilot light.
N/A
2. system is :installed:with;
e. At least 361 pipe between filter and heater for future solar heating.
b Cover for outdoor poets or outdoor spas.
3. Pool system has dlrectional inlets and a circulation pmp,time switch: .
1.15: Gas-fired centra, furnaces, pool heaters, spa heaters or household cooking
appliances'have no: continuously burning pilot light. (Exception: Non•electricat
L.P. `Gas - N.
cooking appliances with pilot < 150 ;Btu/hr.)
Li9hting Measures
150011 Luminaires for general lighting in kitchens shall have temps with en efficacy of 40
lumens/watt or greoter for general lighting in kitchens. This general Lighting
y ehall be controlled by a snitch on a readily"eccessible lighting control panel at
an entrance to the kitchen.:
0y Owner
150(k)2: Rooms with'a shower or bathtub musteither have at least one luninaire with lamps
with an efficacy of 40 lumens/wattor greaten; switched 'st athe entrance to the room
or one of the alternatiVes to this requirement allowed in Section 150(k)2.; and
recessed ceiling fixtures are IC (insulation cover) approved.
r
COMPUTER METHOD
18UPIMARY
Page
2 C -2R
'Project Title....:...... QuiliCi.Residence
Date...03J22/00
15:05:54
MICROPA95
x5.10
Fil-QUILICI5
Wth-CTZ11S92 Program-FORM'C-2R
Usero-MP0995
User-
Run-Quilici Residence
F'
OPAQUE' SURFACES
Area
U-
Insul
Act
Solar
Form 3-
Location/'
Surface
(sf.)
value
R-val Azm
Tilt Gains
Reference
Comments
HOUSE
1 Wall
582
0.059
18,
70
90 Yes:
None
Typical
2 Door
18
0.330'0
70
90 Yes
None
Hall
3 Door
20
0.330 ,0
70
90 Yes
None
Foyer
4 Door
20
0.330
0
70
90 Yes
None
Foyer
5 Wall
3Z
0,059
18
115`
90 Yes
None_
6 Wall
37
0.059
18
205
90 Yes
None
7 Wall
550
0.059'18
160`
90 Yes
None
8 Wall
45Q
0.059,
18
250
90 Yes
None
9 Wall
31
0.059`
18'
295,
90 Yes-
None
10 Wall
610
20.059
18
340
90 Yes
None
11 Roof
3268
6.025
38
n/a
0 Yes
R:38.2X4.24
Typical 1
12 Floor
1775
0.037
19
n/a
0 No
Ff,:.15.2X8..16
Typical r
13 F1oorExt
1506
0.048
19
n/a
0 No
FX. 19.2X8.16
Over Basement
FENESTRATION SURFACES
Area
0-
Act
Exterior Shade Interior Shade'
Orier►tation
(sf)
Value SHGC Azm Tilt
Type/SHGC
Type/SHGC
HOfiSF.
i,
GENERAL INFORMATIOT?
Conditioned Floor Area..i.. 3281 sf
Building :Type....,.. .... Single Family Detached,
Construction Type ,.,.... New
Building Front. Orientation.. Front Facing 70 deg (E)'
Number of Dwelling Units... 1
Number of Building Stories. 1
Weather Data Type.........:., ReducedYeax<
Floor Construction Typ e.. Raised Floor
i Number of Building Zones 1
Conditioned Volume..,....... 328,110 of
Slab -On -Grade Area..- .. 0 sf
Glazing Percentage... .... 17 t of floor area
Average Glazing U -value.... 059 Btu/hr-sf-F
Average Glazing SHGC .... 0.66
,Average Ceiling Height...:. 10 ft
BUILDING ZONE, INFORMATION
Floorof Vent Vent Air
Area Volume Dwell Cond- Thermostat Height Aea Leakage
Zone Type (s.f) (cf) Units it oned Type (ft) (sf) Credit
HOUSE
Residence 3281 32810 1.00 Yes Setback 2.0 Standard, No
I .
• 1
COMPUTER METHOD SUMMARY Page 3 C -2R
oject Titles.......... Quilici Residence Date.03/22/00 15:05'%]
MICROPAS5 V5.10 File-QUILICI5 Wth-CTZ11S92' Program -FORM C -2R
User,#'-MP09,95 User- Run-Quilici Residence
t
FENESTRATION SURFACES
Area U Act Exterior Shade ;Interior Shade
Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/'SHGC
30 Window Back (W) 15.0 0.600 0.6501 250, 90 Standard/0.76 Standard/0.68
31 Window Back (W) 115.0 0.600 0.'650 250 90 Standard/0.76 Standard/0.68
32 Windom Back(W), 4.5' 6.570 0:6701,250 90 Standard/0,.76 Stand6rd/0.68
33 Window Back (W) 4.5 0,570 0.670 250 '90 Standard/0.76 Standard/0.68
34 Window Back (W)4.5'0570'0.670 250' 90 St4ndard/0.76 Standard/0.68
35 Window Sack (W), 4.5 0..570 0.670 250 90 Standard/0:76 Standard/0.68
36 Window Back(W 4.5 0.570 0.670 250, 90 Standard/0:.76 Standalyd/0.68
i37 Window Back (W� 15.0 0.600 0.65.0 250' 90 Standard/0.76 Standard/0.68
! �38 Window Back - (W) 15.0 0.600 0.650 250` 90 Standard/ 0;76 Standard/0.68
39 Window Back (W 4.5 0.570 0.670 250 90 Standard/0.76 Standard/0.68
40 Window Back (W; 4.5 0.570 0.670 250 90 Standard/0.76 St6ndard/0.68
41 Door Back (W)_ 20.0 0.5.50 0.670 250 90` Standard/0.76 Standard/0.68
42 Door Back (W) 20.0 0.550 0.670 250 90 Standard/0.76 8tandard/0.68
1 43 Door Back (NW) -2 dr -o 0.550 0.670 295 90 Standard/0.76 Standard/0.68
44+Door Back (NW) 20.0 0.550 0.670 295 90 Standard/0.76 Standard/0.'68
45 Window Back (NW) 9.0 0.570 6.670 295 90 Standard/0.76 Standard/0.68
46 Window Right(N) 15.0 0.600 0.650 340 90 Standard/0.76 Standard/0.68
47, Window Right N 4,5 0.570 0.670 340 90 Standard/0.76 Standard/0.'68
48 Window Right �N� 10.0 0.600 0.650 140 90 Standard/0:76 Standard/0.68
49 Window Right (N) 10.0 0.600 0.650 340' 90 Standard/0.76 Standard/0,68
50 Window, Right (N) 17.5 0.570 0.670 340` 90' Standard/0.76 Standard/0-68
51 Skylight ;Front (E 1.4 0.940 0.730 10 23 None/1 None/1
52 Skylight Front (E), 1.4 0.940 0.730 70 23 None/1 None/1
53 Skylight Left (S) 1.4 0.940 0'.730 160 23, None/1 None/1
li
54 Skyght Left (S); 1.4 0.940 0.730 160 23 None/'1 None/l
55 Skylight :Left (S)! 1.4 0.940 6.130 160 23, `None/1 None/1
56 Skylight Back (W); 1.4 0.940 0.730 -250 23 None/1 None/1
57 Skylight Back (W) 1.4 0.940 0.730 250 23 None/l None/1
58 Skylight Back (W) 1.4 0.940 0.730 250 23 None/1 None/1
59 Skylight Right (N) 1.4 0.940 0.730 340 23 None/l Nonejl
OVERHANGS AND SIDE FINS
-'-
-Window- -----Overhang -Left Fin- -Right Fin -
Area Left Rght.
surface (sf) Wdth Hgth, Dpth Hght Ext Ext Ext Dpth light Ext Apth Hght
HOUSE'
-I Wind
1 Window 9.0 n/a 3.0 5.0 2.5 n/a n/a n/a h/a n/a n/a n/a n/a
Window 12.0'h/a, 4.0 2.0 2.5' n/a n/a n/a n/a n/a n/a n/A n/a
3 Window 12.0 n/a 4.02.0; 2.5 n/a n/a n/a n/a n/a n/a n/a nja,
4 Window 4.5 n/6 1.5' 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a
5 Window 4.5 n/a 1.5 2.0, 0.5 n/a' n/a hja n/a h/a n/a nja n/a
6 Window 9.0 6.0 1.5 10.5 0.5 3.5 '10.5 n/a n/a n/a n/a n/a n%a
7 Window 4.0 n/a 1.5 2.0 2.5 n/a n/a h/a n/a n/a nja n/a. n/a
8 fthdoW 4.0 n/a 1.5 2.0 2.5, nja h/a n/a n/a n/a n/a n/a n/a
«9 Window 4.6 n/a 1.5 2.0 2,5 h/a n/a n/a n/a n/a n/a n/a n/a
10 Window 16.0 hp. 2.0 2.0 0.5 n/a n/a n/a n/a nja h a h/a n/a
11 Window 8.0 n/a 4.0 2.0' 2,5 nja n/a h/a h/a n/a n/a n/A n/a
16 Window 6.0 2.0 3.0 26.5 2.5 26,5 2,5 n/a n/a n/a n%a, n/a n/a
COMPUTERMETHOD SUMMARY
Page 4
C -2R
Project Titles......,....
;Quilici Residence
Date,.03/22/00 15:05:54
MICROPAS5 w5.10 File-QUILICI5 Wth-CTZ11S912
Program -FORM C -2R
"
User#-MP0995 User-
Run-Quilici.
Resigence
"
OVERHANGS AND SIDE FINS
ryi
----Window---� -.,verWdth
hang
-
-Left
Fin-
-Right
Fin.-
Area
Left
=Rght
Surface'
(sf)
Hath
Dpth
Hght
Ext
Ext
Ext
Dpth
Hght
Ext
Dpth
Hght
18 Window
6.0
n/a
3.0
2.0
2.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
20 Window
6.0
Na
3.0
2.0
2.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
22 Window
15.0
n/a
5.0-
2.0
2,5
n/a
n/a
n/a
n/a
n/a
nJa
n/a
n/a'
` 23 Window
4,5
n/a
1.5
2.0
0.5
n/a.
n/an/a
n/a
n'/a
n/a
n/a
n/a
24 Door
6.7
n/a;
6,7
2.0
2.5'
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
25 Door
16.7
n/a •
6.7
2.0
2c5
n/a
n/a
n/a
n/a;
n/a,
n/a
n/a
n/a
26 Window
10,0
n/a
5.0
2.0
2.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
27 Window
15.0
n/a
5.0:
2.0
2.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
28' Window
15.0
n/a
5.0;
2.0
2.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a -
29'Window
15.0
n/a
5.0
- 2,0
2.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
./a
30 Window
15.0
n/a
5.0
2.0;
2.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
31 Window
15,0
n/a
5.0
2.6
2,5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
32 Window
4.5
n/a
1.5
2.0
0.5'
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
33, Window
4.5
n/a
1.5
2.0
0.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
34 Window
4.5
n/a
1.5
2.0
0.5'
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
35 Window
4.5
n/a
1..5
2,0
0.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
30 Window
4.5
n/a
1.5
2.0
0.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
37 Window
15.0
3.0
5.0
22.7
2.5
7.7
22.7
nja
n/a
n/a
n/a
n/a
n/a
38 Window
15.0
3.0
5.0
22.7
2.5'
4.2
22.7
n/a
n/a
n/a
n/a
n/a
n/a
39 Window
4.5
'3.0
1.5
22.7
0.5,
:7.7.
22.7
n/a
n/a
n/a
n/a
n/a
n/a
40 Window
4.5
3.0
1.5
22.T
0.5
4.2
22.7
n/a
n/a
n/a
n/a.
n/a
n/a
41 Door
20.0
3.'0
6.7
12.3
2.5
9.8
12.3
Na
n/a
n/a
n/a
n/a
n/a
42 Door
20.0
3.0
6.7_12.3
2.5
6.8
12.3
n/a
n/a
n/a
n/a
n/a
n/a
431 Door'
20.0
n/a
6.7
10.0'2.5.
n/a
n/a
n/a
n/a
n/a,
n/.a
n/a
n/a
44 Door
20.0
n/a
6,7
10.0
2.5
n/a
n/a
n/a
n/a
n/a
n/a
;n/a
n/a
45 Window
9.0
n/a
1.5
10.0
0.5
n/a
n/a
n/a
n/a
n/a
n/a
n/e
n/a
46 Window
15.0
.3.0
5.0
17.3
2.5
17.3
13.2
n/a
n/a
n/a
n/a
n/a
p/a
47 Window
4.5
3.0
1.5
17.3
0.5
17.3
13.2
n/a
n/a
h/a
n/a
n/a
n/a
48 Window
10.0
n/a
5.0
2.0.
2.5'
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
49 Window
10.0
n/a
5.0
2.,0
2.5
n/a
n/a
n/a
n/a
n/a
n/.a
n/a
n/a
50 Window
17.5
'n/a,
5.0
2.0
2.5
0,1a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
HVAC
'SYSTEMS
MinimumDuct
Duct
Tested Duct
ACOA,
Duct_.
System Type
Efficiency
Location
R -value Leakage Manual
D Eff
HOUSE
Furnace
0.800
AFUE.
Attic
R-4.2
No
No
0.737
ACSplwt
12.00
SEER
Attic
R-4.2
No
No`
0.645
i
i
HVAC SI2ING Page 1 HVAC !.
Project Title... Quilici Residence Date— 03j22]00 15:05:54
Pr03ect A,ddress,....... Quail Hill Place
Oxoville, California, *V5.10*
Documentation Author:... Donna Wallace *******' Building Perm
39'9 East 9th Avenue an Check -Date
Chico, CA ,95926 j
530-893-4982 Field CII,73cR7-Tra_f_e!
Climate Zone........... it
comrliance Method...._.. MICROPASS V5.10 for 1998 Standardsby Enercompy Inc.
MICR WAS5' V5.10 File-QUILICI5 Wth-CTZ11S92 Program-H'IAC S:iZING
User#-MP0995 User Run,-Quiliri Residence
l
GENERAL INFORMATION
}
Floor Area........ 3281 sf'
Volume. ......32810 32810 of
Front Orientation.:.:. Front Facing 70 deg (E)'
Sizing Locpow#i.on OROVILLE` RS
Latitude......,.., ,..,. 39:5 degrees
Winter.Outside,DdSigh ;. 30 F
Winter Inside De'sign..... 70'F
Summer Outside _Design:...:: 104 F
Summer Ins.de "f�esign...;.:. 78 F
Summer Ran e.. ... 37 F
interior Shading Used...: No
Exterior Shading Used..:.':. No
Overhang Shading Used::.... Yes
Latent Load Fraction:...::. 0.-20'
HEATING AND COOLING LOAD SUMMARY
Heating Cooling,
Description (Btuh) (Btuh)
Opaque Conduction and Solar....,..
14939 8596
Glazing ConductIion:k............. 13239 8606
Glazing Solar........ .......+. n/a 19945
Infiltration..... ......... 18662 1662
Internal Gain..,......:.:: .:.... : n/a 2100
Ducts...... ... :....;. ..: ..... : 4684 4G91
Sensible Load:: ..:...,:. 51524 51600
Latent Load..:. .....:::...:....,. n a 10320
Minimum Total Load 51524 61920
Note: 1'he loads shown are only one of the criteria affecting the selection
of HVAC equipment. Other relevant design factors such as air flow
requirements;
of a ui mair outdoor design, temperatures; coil sizing,'
re uiremeE3tsy, outside air, outdo,izing safety marggin, eto., must also be
considered. It is the HVAC desi'grier's;red Ionsib lity to consider all
factors when se]lectitig the HVAC equipment.
- 9 I
�I
}
COMPUTER METHOD SUMMARY Page.5
- C -2R
froj ect.Title..Quci Residence Date.. 15:05:54
MICROPAS5 x5.10 ,File-QUILICI5 Wth-CTZ11S92 Program -FORM ;C -2R
User#-MP0995 User- ;Run-Quilici Residence
WATER HEATING SYSTEMS
Number Tank External
in Energy Size Insulation
Tank Type_ Heater Type Distribution Type System Factor (gal) R -value
1 Storage Gas Recirc/TimeTemp 1 0.58 5q R- n/'a
_REMARKS
�I C _
EC default U -values were used for all fenestration:,
07/25/99 Corrections to HVAC equipment (Drawing Sheet 7):
1;) AC=3 is eliminated. The Owner has no,plans to condition,
any space(s), on the Basement Level.
2) The Owner intends to use two split systems (L.P. gas/electric
cooling) toconditionthe house. These systems must have a
minimum 80.0'AFUE and a minimum 12.0 iSEER.
}
22/00. Revisions to sfueachyliEnergy
14ghts at 4
sfachlweretchanged to four skytubes at
2), The 8 sf roof window (bath on left'side of house) has been
eliminated.
3) The house will have one water heater with a recirculation
system that'uses both temperature and timer controls to regulate
pump operation.
4) The U -value reference for the exterior wall is now referenced
to P400-98-002 Table B-2 page I-5,, The wall construction has not
I�changed.
9
t