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MandatorY Measures Checklist.. i).
NOTE: •Low: residential buildings subject to the Starudards must contain ihese measures regardless of the compgei�ce
aPProscit used. items marked with an asterisk t7 may be superseded by more :8 ant compliance requirements
t ' 1lated on the Certificate of;Comp((anee. When this cix,iddlst fs incorparatgd into the pgrmitdoe' ts, the hadures '
noted shall be considered by all parties as binding, minimum component performance speciNcations for the
` mandatory measures whether they are shown elsewhere in the documonIs or on this checklist only.
DESCRIPTION DESIGNER ENFORCEMENT
Building ".dope Measures
N f
$150(x); 'Minimum Fi•19 ceiling insulation.
§1 NO), Loose Oil Insulation manufacturer's labeled R•Value.
5150X); Minimum R•13 wall Insulation in framed vrk'4 (does not apply to exterior mass walls),
§150(d):Minimum R-13 raised floor insulation in framed floors; minimum R -ti in can=ta raised floors,
§150(l): Slab edge insulation • water absorption rate no greater than 0.3%,'water vapor transmission rate no
greater plan 2,0 permlinch.
118: Insulations California Energy Commission;quality standards,
§ per" �w, cr � iitalied meets
Indicate type and !=
§116.17: Fenestration F.:,aucts, Exterior Doors and InfiltratioNEafiitration Controls
a. Doors and windo�rs between conditioned and uncontlitioned spaces designed to limit air leakage,
b. Manufactured fenestration products have label with certified U•value, and u,fiftrat on certification, j
C, Extar.+or dcorrr,xut windows weathershipped; all. joints and penetrations qulked and sealed.'
§150(9); Vapw J , Iws mandatory in Climate Zones 14 and 16,Wy,
9150((): Special infiltration barrier installed to comply with §151 meets Commission quality standards,
§150(e); InsWallm of Fireplaces, Derwal ive Gas Appliances and Gas Cogs
1, Masonry and factory -built fireplaces have:
a. Closeable metal or door
b. Cutdde air intake with damper and control
;c. Fiue damper and control
2 No continuous buming gas pilots allowed.
Space Ccnditloning, Water Heating and Plumbing System Measures
§1.10.13: HVAC equipment, woter heaters, shower heads and faucets certified by the Commission.
§1501,n: Setback thermostat on all applicable heating systems,
§150(p:, P!pe and Tank insulation l
1. Indirect hot water fankfa (6.q., unfued storage tanks or backup solar hat water tanks) have Insulation
blanket (R•12 or greater) or combined interior/Oterier insulation (R-16 or greater):
2, First 5 feet of pupas closest to water heater tank, non -recirculating systems, insulated (9-4 orgreater),'
3. Al boned w a g system.
4. Cooling system below P 55°F insulated awn radians of hot-water to
5. Piping insulated between he source and indirect hot water tank
Ducts and Fan
I' Ducts constructed, Installed and sealed to comply with UMC Sections 1002 and, 1004; ducts insulated
to a minimum installed value at R 42 cr ducts enclosed entirety within conditioned space,
2 Exhaust fansystems have backdraftcr automatic tlampers
3. Gravity ventilating systems serving conditioned pace have either automatic ar readily accessible,
manually operated dampers
§114: Pool and Spa Naating Systems and EquipmenC
1, System is certified with 76�e.thermal efficiency, an off switch, weatherproof operating instructions,
no electric resistance seating and no pilot IighE
2, System is installed with:
a At least 36' pipe'between filter and heater for future so;v heating.
b^ Cover for Outdoor pools or autdocr spa
�
3, Pcol system has directional Into and adrculaticn pump tune st6ifch. U/A
6115; Gas•fired cental fumaca, poo, heater, spa heater or household Looking appliance have no
continuously burins ptiat light. (Exception, Non -electrical cooking appliance with pilot < 1 SO Bturhr,)
Lighting Measures ;
§150(k); 40lwnens1vratt or greater for general lighting in kitchens and rooms with Water closets; and
recessed ceiling fixtures IC (insulation covor) approved,
ilsvised.`Jsnwry 1992
DESIGN DEAD AND LIVE LOADS`
R( JF'
Roof top chord ,dead ,load:,
Tile
10.0
psf, consv. This job uses,,rump..
1/2" sheathing
"1.5
psf
Truss top chord/web
1.5
psf
Top chord: roof "dead load:
,
psf X 1.1 _ 14`.3
13
16PSF
Roof'bottom chord dead load
Bottom chord/web
,1.5
psf
R-38
1.2
psf
gyp
2*
psf
Misc.
2.4
psf
Bottom chord roof dead load:
8.0-psf
Roof Live..Load
16.0
psf
Roof slope:
5/12
factor = 1.1
FLOOR:
Floor .dead load:
carpet
1.0
psf
3/41' ply
2.3
psf
2X10 @16"
2.6
psf
5/8" `CJyp
2.9
psf
possible batt
.5
psf
MISC.,..
_ 2.0
;psf
Floor' :Dead Load
11.6
psf ,use 12 psf
Floor live load:
0.0
psf
Exterior wall:
stucco
9.0
psf
'wall sheathing it
1.5
psf
2x6 @16"
1.6
psf,
r-19
.5
psf
1/2" gyp
2.5
psf
Exterior wall weight
15.1
psf use .16 psf
C:\WPWIN60\WPDOCSUMIDENTIAL1wci&tm;llmfwo
SHEARWALL SCHEDULE
•�
*
STANDARD BRACED WALL PANEL: WALLSWITH THIS DESIGNATION MEET
_
THE REQUIREMENTS OF' SECTION 2326.11.3 (CONVENTIONAL BRACING
`
REQUIREMENTS) OF THE 1994 UNIFORM 'BUILDING CODE AND ARE NOT
SPECIFICALLY CALCULATED OR ENGINEERED WALLS. BRACED WALL LINES'
SHALL CONSIST OF BRACED WALL PANELS THAT CONFORM; WITH UBC.
REQUIREMENTS. BRACED WALL PANELS SHALL START AT NOT ;MORE THAN: 8
FEET FROM EACH END OF A BRACED .WALL LINE. BRACED WALL LINES SHALT,
BE
IN <LINE OR OFFSET FROM EACH OTHER NOT MORE THAN 4 FEET. , WALLS
SHALL EITHER OF THE FOLLOWING:
`
*
MIN. 1/16" WOOD STRUCTURAL PANEL SHEATHING (CDX OR OSB OR
EQUAL)' ON STUDS SPACED NOT. OVER 16" O.C. AND; NAILED WITH MIN.
'
8d BOX AT 6'" O.C. PANEL EDGES AND 12" O.C. IN FIELD. EACH
BRACED WALL PANEL SHALL BE A MTN. OF 48" LONG. 2X BLKG AT
PANEL EDGES, 1/2" X 10" ANCHOR BOLTS (A.B.) AT 48" O.C:, 2X
P.T.D.F. SILL WHERE BEARING ON CONC. FOUNDATION;'
i
3/8, C.D.X. OR 7/16" O.S.,B.
8d 'COMMON OR D.131';X 2--1/4" P -NAILS
6" O.C.' EDGE: NAILING (E,.N.)
12" O.C.' FIELD NAILING ('F.N. );-
Z
*
2X BLKG @ PANEL EDGES
5/8" X 12" ANCHOR BOLTS (A.B.') @ 48" O.C.
2X 'P.T.D.F. STILL WHERE BEARING ON CONC. FOUNDATION'
2X BOTTOM PLATE AT UPPER STORY AREA, SEE SHEAR TRANSFER DETAILS
*
CAPACITY260#/LF
3/8 C.D.X. OR 7/16" O.S.B.
*
8d COMMON OR 0.131.'X 2-1/4" r -NAILS
*
4" O.C. EDGE NAILING (E.N.,
120 O.C. FIELD NAILING (FTN.
3
MIN. 2X !BLKG @ PANEL EDGES
*
5/8" X 12" ANCHOR BOLTS (A.B.) @ 32" O.C.
2X,P.T.D;.F. SILL WHERE BEARING ON CONC.'FOUNDATION
CAPACITY'= 380#/LF
*
3/8 C.b.X.OR 7%16" 0.5 B,
8d COMMON OR 0.131 X 2=1/4" P -NAILS
*
3" O.C. EDGE NAILING (E.N.)'
12" O.C. FIELD NAILING ('F.N.)'.
MIN. 3X BLKG2 @ PANEL EDGES
MIN. 3X STUDS ''@ PANEL EDGES
*
5/9" X 12" ANCHOR BOLTS (A. B.) @ 24" O.C.
MIN. 2X P.T.b'.F: SILL WHERE BEARING ON CON(;, 'FOUNDATION
CAPACITY' = 490#i/LF
AT UPPER STORY AREAS USE MINS 2X 42/BTR D.Fs 80TT0I4 PLATE -
k
BOTTOM PLATE -NAILING 20d 0 3"'O.C:`S'TAGGERED`
k�i
O
2Z 5hs�#
X
ZZ •4 la�c� x C r 1 t �i) tic. �z — 3AZro
(o''i'71a
4 I4.) (Z y to
Tot,
O'
r
Z?til tot 4
(p ¢
Zo�y h Pj/z+ I,q' YO t �. x ' 4 z �
C rf-776137'44+
1762' 9719
_-
IZZL►-�q�i�i�
1o0�1S
Q
l0r4 x g/z+ �, -t �)n Y2 = ►� t i, 7 iii
� ,6ss
.. ..... .. ..__ .terr 1 ... .... .,...
- - _
'
l=„r= tj Z ?c; = e, e.
�c.
4
7
Zoo
M_ � •?�X -fa Gq,A,�.age
I+4net, Asti'pw�W . ,
luXz�°�
FoU
. ;lV Y yZ , 671
14.7
49D
Lime.:Z
sra��
14,44,
+ 544 c,c
LZ 1.7 = v I 4i-
i-'740
'74 0#bF
ESTRADA RING
t9
1
�Za
728A PLUMENGINEE
YUBA CITY
CITY, CAS95991
/
PH. (916) 674-1681.
?C�D
FAX (916) 671.5257
Date: Oa/18188
Page:
TIMBER JOIST &:RAFTER DESIGN
j
PORCH RAFTER
DESIGN DATA
.
Timbar`Sectlon
....Depth
In : 5.60
..Width
in : 1.50
Le; Unsupp
ft : 1.00
Fo- Allow
psi : 13.08.00,
FV406w
pat : 82.00
ElPat IC Mod,
kid q 1440.00_
Load Duration Factor
1.25 -
Suess Ratio
->> : .., 0.66
CENTER; SPAN
.OK'
Span Length
ft : 9.50
Uniform' DI.
pif : 28.00
LL.
pif :; 32.00, :.
--RESULTS
Mmax 0. Cntr .
4+1 g 8.12:.
X•Dist
ft ; 4.75;
REACTIONS--
EACTIONS
—Left:
Left,Dead Load'
1 : 133.00'
Live Load
# : '152,00'
Right: Dead Load,
# : 133.00';
Live Load
C : 152.00,
STRESSES
_OK-'
Fb.. Allow
psi : 1035.0,
Fb.. Actual
psi : 1074.0-
Fv.. Allow
psi : 115.00 -
FV.. Actual
psi 48.88
DEFLECTIONS
Center... Dead Load
" in : -0.171
X-Dtst
ft i 4.75
DL Ratio
065
Clue Load '
In -0.198
'X -Dist
ft, : 4.75
LL Ratio
582
Total Deft
In : -0.307
X -Dist
ft : 4.75 -
y
Ratio ..
311
V4 48 ic) 1983-95 ENERCALC
Esunda'Eng(neering. KW080429
ESTRADA ENGINEERING
-
i
27/-
728A
728A PLUMAS ST.
YUBA CITY, CA 9599.1
PH. 1916) 67M1681
FAX (916) 671-5257
Date: 09121 /98
Pap:
TIMBER, GIST CRAFTER DESIGN
H4
H1
H2
H2
H3
DESIGN DATA
-- 1
2
3
4--
5 -
Timber Section
-
-:
d...Depth,
in:
9.25,
13.25 `
9.50
7:26
9.25
Width
-1n :
6.50
- 5.50
- 6,15
6450
5.60
Le: Unsupp
It :
1,06
1.06
1.00
1.00
1,00
Fb• Allow `
psi :
876.00
675.00
2900,00;
876.00
875.00
Fv-Allow
psi :
85.00
'85.00
290.00
8!5'10
85.00
Elastic Mod.;
ksl :
J-100.00
1300.00
2000.00'
1300.00
1300.00
Load Duration Factor
;
1.25
1.25
1.25
1.00
1.00
Stress Rado'
•>`> ;
0.56
0.73
0.45
0.89
0.76
--- CENTER SPAN
•OK-
-OK-
-OK-
-OK-
-OK-
Spon Length
it,:
'0.56
10,50
10.50
6.60
5,60
Uniform DL
pif :
470.00
476.00
470.00
415.00
585.00
LL
plf :
286.00
288.00
288.00
176.06
578.00'
RESULTS
Mmak @ Cntr
k -In :
48.04
125.35
125.36
37.45
51.77
X -Dist
tt :
'_3.25
5.25
5.25
3.25
2,76
-- REACTIONS
j
Left: Dead Load
p :
1527.50
2467.50
2467.50'
1348,75
1553.75
Live Load
N :
936.00
15.12.00-
'1512.00.
512.00
1564,00'
1`119ht: Deed Load
# ;
'1527:60
2407,' 1'
2407.50'
1348.75
1563.76
- Uva Load
8:
936.00
1512.0'
1512.00:
572,00
1584,00
STRESSES
OK•
-Ok,
-OK-
-OK-
OK
Fb.. Allow
psi:
1093.8
108(.8`
3825.0
876:0
875.0
Fb,. Actual-
psi :
812,6
778;8
1618.2
777G4
.600.1
Fv.. AIIaNi'
psi :
106.25
06.25
362.60
85.00
85.00
Fv,. Actual'
psi :
55.20
04.44
104A i
58.77
88.61 ,
DEFLECTIONS ----
_
rentor... Dead Load.
ilr :
-0.040
10.093
-0.176
-0.073
0.025
X•Diat
It, t
3.25
6.26
5.25
3.26
2.76
DL Rotio
1
1949'
1369
TM
1063
2878r
Live Land
n:
,0;025
:0,007
-0.107
-0.031
-0.025
X•Dlst
It :
3.25
6.25
5:26
3.25
2,76
UL Ratio-
:
3180
2217
1177`
2506'_2825
Total Dell
fn :
-0.065
-0,160
-0.282
-0;'105
-0.000 -'
X-Diat
1t :
125
5.26
6.26,
3.26
2,76
Ratio
1208
842
447
748
j325
V4.48 icf 1983-96 ENERCALC
Estfhdo Engineering, KW080429
BE SM Z] 4N LINE US3, SPAN ULU 24/
BEAM ON LINA Ut
Aj;f, 'ev�t
SPAN *Lx=
Z;/
DEAD LOADS'.
gu X,
QO
a.i, z� x 2.
_ •�
a
PAM
_ 30
_
-
A.
LIVE LOADS
c 3Z0
Ta R.&5(,:,T l.o+MS
ON LINE O
SPAN L -
ESTRADArENGINEERING,
728A PLUMAS ST.;
YUBA CITY, CA 95991
PH. (916) 6741661
FAX (916)`671-5257
Date:
09[21!98
P"e
TIMBER JOIST Bi RAFTER DESIGN
H7A
H5
H6
H7
H8
H9
DESIGN DATA
- 1
2
3--,,4-
6
8-
Timber Section;
,...Depth
In,-
9.25
`7.251
9.25
11.25
14.00
9.50
dt11
in :
5.50
5.50
5.50
3.50
5,25
5.26
Le: Unsupp
ft :
1.00-
1.00
1 1.00
1.00
1.00
,
1.00
Fb• Allow
pal :
875.00
875.00
875:00
875.00
2900.00
2900.00
i Fv- Allow
psi :
85.60
85.00
85.00
96,00
290.00
290.00
Elastic Mod.
ksi :
1300.00
1300.170'
1300.00
1800,.00
2000,00 `
2000.00'
Load Duration Factor
1.00
t A0
1.00
1.00
1.00
1.00 j
Stress ,stio
->> :
0.69
0.48:
0,83
0.84
0.62
0.48
CENTER SPAN=
-OK .
.OK:
.OK-
-OK-
-OK-
OK-
Span Length
ft :
8.001
4.00
4,50
7.50
16.50
7.60
Uniform DL
Of ;
586.00
278.00'
588,00
226.00
385,00
586.00
LL
pit :
296.00
600.00
850.00
420,00
320.00
850.00' .
RESULTS - ----
_ .
Mmax @ Cotr
k-jr! :
47.63
113.67
37.54
54,61
279.74
104.29 '
X -Diet
ft :
3.06
2.00
2:25
3.75
8.25
3.75
- REACTIONS
Left: Dead Load
K :
1768.00
566.00
1318.50
847:60
301.1.25
1
2197.50
Live Load
# ;
888.00
1000.00
1462.60
157
2840.00
2437.50
Right: Deed Load
d L
r1 :
0
1 768.00
550.00
1318,60
847.60,
3011.25
2197.50
Live
•
888,00
1000.00
1482.50
1575,
" 5.00
2890.00
2437.50. i
STRESSES-----
OK-
OK-
-OK.
-0K•
•0K-
OK
Fb.. Allow
psi ;
976.0
875;0
875.0
875.0
2860.8
2900.0
Fb.. Actual
psi ;
'807.2
387.5 ,'
478.7
738.3
1631.1
1320:8
Fv.. Allow
pal ;
85.00;
85:00
85.00
96.00
290.00
290M0
Fv.. Actualpsi
:
68.25
46.58
53.57
68.91
96.42
109.66'
DEFLECTIONS
Center:.. Dead Load
In :
-0.036
-0.007
-O;O1 t
-0024
-0.264
•0.059 j
x -Dist
ft :
3.00
2.00
2.25
31.76,
8,25
3.76'
DL Ratio
1987
6807
4710
3717
781'
1818
Uva Load
In :
-0.018
-0,013
-0.0.13
10.045
-0.222
-0.062`
X -Dist
ft
3.00
2.00
2.25
3.75.
8.25
_ 3.75
LL Ratio
3934
3785. ,
4248
2000
S91'
1459' -
Total Dail ;
in :
-0.056
-0.020
-0.024
-0.088
-0.476
-0.117
X•Dist
ft :
3.00
2.00
2.25
'3:75
8.25
3.76
Ratio
1320
2432
2233
1300
418
767"
I
' I
i
1
I
V4. 48 (cl 1983.95 ENERC:ALC
Estrada Engineering, KW080429'
_ ..
I
L .. _
I_
@EAM
u3 GN LINE U .,�.� ` 4t�e"O, ;
SPr�t�! w�p
LWarLST G43A �c'�A.. i
_ I
�Z
ESTRADA ENGINEERING,
72 BA PLUMAS'ST.
YUBA CITY, CA 95991
PH. (916)674-1681
o:
FAX (916) 671-5257
�w ,
Date:
09/20/88;
ytt 411 Pepe:
TIMBER JOIST & RAFTER DESIGN
Ov
` ���
_
B7
Be
DESIGN DATA
- 1
3._,
Timber Section
iJepth
irf
18.00
11.60
11.25
....W1dth
in` t
5,25
5.25,
5.50
Lo: Unsupp
ft t
1.00
1.00,
1;00
Fb- Allow
poi `E
2900.00
2900.00
875.00
Fv- Allow
prJ
290.60
290.60
85.00',
Elsadc Mad.
ksl;
26)0.00
2000.00
1300.00.
Load Duration Facior
:.
1.00
1.00
1.00
Stress Ratio
-] > :
0.82
0.6/tr
0.76
CENTER SPAN-
-OK-
-OK-
•OK-
Span Length,
ft
20.50
12.E0
17 50' -
Uniform DL
plf ;
244.00
244.00
113,00
LL
pi (:
670:00
570.00..,
58.00;
RESULTS
Mm_ ax Cntr
k-in i
613.13
190.78
177.83
X•Oist
fc f:
10.26
6.25
8.75
nFACT1ONS
Left: Deed Load
A' 1
2501.00
1526.00
888.75
We Load
41
6842:50
3503.50
490.00
RiOht: Dead load
A :
2501.00
1625.06
898.75
Live Load
rM ';.
5842.50
3582.50
490.00
SI-
-OK-
Fb., Allow
psi
2808,8
2900.0 "-
1375;0
Fb., Actual'
psi, :
2290.7
1586.9
089,2,
Fv,: Allow
pat ;
290.00
280.00
86.00
Fv. Actual-
psi a
129.13
103.47
32.02!
DEFLECTIONS
I
Cantor..'. Dead Load
in :
•0.271
-0x93
•0.28T
X•Dist
ft, :
10.25'
8.25'
6.75_
DL Ratio
t
908
1609'
74T
Live Load
in i
-0.832
60:218
-0.1.39
_
_ .. X•Oidt
ft-:
10;25
-.8.25
8.75 , ;
LL Rot10
389
689
1509
Total Doll
10,:
-0.902
-0:311
-0.420
X-Dist
ft;;
10.25
6.25
: 8.76
Ratio
t
273
482
600
I
V4.413 (C)'1983-96 ENERCALC
i
I
' I
Estrdde Engiheed6g. KWO60429
� 1
i-
ESTRADA ENGINEERING
729A PLUMAS ST.
YUBA CITY; CA 95991
PH. (916) 874.1681
FAX (916)671m5257
Data. 09/20/98
Pages 1
1
TIMBER JOIST & A
- AFTER `DESIGN
-
I
_I
812
812
- DESIGN DATA"
I-
2�
Timber'"Sestlon
...,Dopth.
In.;
9.60
9;60
Width
in b
., 5.26
5.25
Le: Unaupp
ft t
2.00
�40
Fb•AIIoW
psi :'
2900.00
2960.00
Fv- AIIoW
psi i
: 290.00
280.00
Elastic Mod.
ksi ;
2000.00'
2000.00
Load Duration Factor
1,26'
1"25
4Stress.Ratio'
->>
0:28
0.28
CENTER SPAN
•OK•
-OK-
Span Length
ft :
10,00
10.00
4
Uniform DL
Pin
,.180.00
180,00
'
LL
pit .
06.00'
0.00
--- CANTILEVER SPAN
Cantilever Length
ft :
8.76
8,76
f
Partlel Length DL
plf ;
180.00
180.00
LL
Olt
90..00
98:00
X•Left
ft i
0.00
0.00
X•Right
It :.
6.76
8;76
RESULTS
Wax
k n
20.45
0.00
b@tCntr
:
3.63'
2.73
Moment @ Cant Support ;
k•In
-75.45
45.46
REACTIONS
Left: Dead Load'
N
'489.94
489,04
Live Load
ar :
261.30
418.70
Rlght: Dead Load
N ;:
2525.06
252546
i
Uva Load
N
1346.70
• 888.70
STRESSES
-OK-
-OK-
Fb„ AIIoW -
psi:
: 3826.0,:.:
3626:0
Fb., Actual
pal
866.6
856,5
FV.. Allow
piw
3182,50
30260
Fv.. Actual
pal t
53.77
49;31
j
Center';. Deed Load
In
0.6i3
0.(113
X•Dtat
h 'i
7.80
7;80
DL Ratio
9985 -
8885
Live Load
int
0,007
0.032
X•Dlat
it :
7A80
5,80
LLflatlo
I
16847
9714
total 660
in :
6.020'
0.042
&biat
it
7,80
6.73
Ratio:;
6600
2824
CantllavOr..,Dead Land
In :
=0.203
-0,203
Ado
€
797
707
Live Loed
In;
-0000
•0.170
Ratio
:'
1493:
861
i
Total
in
•0.312'
-0.374
!
Retlo
519
433
V4.48 16) 1983.95 ENERCALC
a
Edda Englnewing, KW060a29
2xra,t ;eri
_
ESTRADA ENGINEERING
a 728A PLUMAS ST.
CITY, CA 96991'
1
`,INE '
4.t♦Sp, Sh,�^^,,
�, !- ti
PH -4
PH -4916) 1916) 6741681
• �fN V
FAX (916)671-5257
414
���
Date' 09/23198 CA�sv�' Page:
P,LYWOOD SHEARWALL DESIGN
LINE 0 SHEANWALL FOOTIN6. J`
L LOADS
VERTICAL LOADS
StAys
/1 Lateral She 488.0 •Wall Length = 3402.0 x
01' Uniform Load =.318,O�(f from 0,00 it to 7.0 0 ft
DESIGN DATA
SUMMAR`
Hvwoodon One Side Only
USE........ 0.5 in Plywood Appged To 1 Stdo/a
Plywood Grade is Structural 11
Required NO Size b 8 d ' Req'd
Nall Spacing, m 3.00 in
Nail Size _ a d
R•q'd Field Spacings 72.00 to -
Sheathing Thickness m' 0.600 in
Sheer Wall Cawlty 480.0 plf X 1 Sides = 490.0 pif
Stud Spacing - 16.0 in
Actual Total Sheer
3402.0 N Required 480,0 plf
Least Olm. of End Posts. 3:50 in
UPLIFT CHECK. Momenta about lower: Aeft.. ,.Right:
Seismic Factor for Wall Wt.•• 0.000
Overturning Moment an Well
a 27218.0 ft -N 27216.0 ft4
Nominal
Sill Thick,, at 2.0016
Resisting Moment From Vere Loads 7742.0 ft -M 7,742.0 ft.;#
Well
Length 7.06 ft
Uplift'@ End W/o D.L. reductions d 2782.0 A 2782.0 N
Wall
Height ! 8.00 ft
Sill Attachment
Use 112 in Anchor Bolt 20.85 to o/c
Wall
Weight _ 0.00 psf
.
Use 610;0 Anchor Bolt 0 61.51,1n o/c
HtNVidth Ratio 1.14
Use 3/4 in Anchor Bolt @ 46.98 in o/c
Footing Design.i.
Reint Ania fat Lek =
6i367:162 Stroer @Leftt OK
Rami a @flight
0.38716Z, Shear @ Right : OK
FOOt13 IG tiLY51S
Ize...
Footing Soll 60 h
Left of W
Concre to Weight _
145 pcf S
Wall Length 00 ft
ReberCover _
3.0in
Right of Well UO -ft
f'e, «
2060 psi, '
Overall Ftp 'Length 14.00 h
Fy m
40000 psi
Min. As % k.
0.0012
Foodng Width _ 1,60 ft
Total yart Loads =
1267.010
Thickness 26.0 in
Kern Distance
2.33 ft
a o
Lateral Loed Applied Toward - -»>
---- Leh ---
Right
- -- el 7t��
Ecc. of resultant 0. footing ,CL
m -4 M ft
4.51
Sa'1 Prdsure @ LEFT Side of footing
m 1302.22 psf
0.00 p
rs, p 73�
Soli Presuro @ RIGHT Side of Footing
= 0.00 pat
1302;22 ps
!Ari @ Left Face Of Will
_ 8811,39 h-0
2331,33 ft-N-----•yir
Mn @ Right Faco bf Woo
;2331,33 ft -0
9611.6 ft•M
bu/,85 Old, from 'Left Face Of Well
A 8,?1 pat
2.32 psl ,
vu/.65 @'d' Ircm Night Faca.of Wall ,'
_ 2.32 psi
9.21 psi 1 11
Allowable Sheer
a 88.44 psi
89#"p, si Q11'��
j (.1 lis
Overturning Moment
32880.00 ft -8
32808,00 ft4 1
Resiating Moment
a 61009,00 ft•#
61008.00 ft -N
SAFETY
_ 1,66
rl
V4.48 (c) 1983.96 ENERCALC
Estrada Engineering" KW080420
I�
i°
ESTRADA ENCiNEERING
728A PLUMAS.ST•
O
YU9A CITY, CA 96991
PH. 69161 6744681
FAX (916► 871-6267;
-AMC ��`� 0 Ll fv $i
Date. 09/
papa;
PLYWOOD SHEARWALL DESIGN
Una 6 shearWall footing
i
LA
AWalll
LOADS
#1 Lateral Shaer = 644.0 pif Length = 1832:0 #VERTICAL
#1; Uniform Load 200.0 Off from 0,00 ft:to 3.00 it
DESIGN DATA ..
SUMMARY
Plywood Both Sides
USE.....,. 0.5 in Plywood' Applied To 2 610/4_
plywood Grade is Structuril f, -
Required Nail Size = 8 d Req:d Neil Spacing =. "' 4.00 in
Heil Size .. 8 dRsq'd
Field Spacing- 12.00 in
Sheathing Thickness = 01.¢00 in
Shear Well Capacity - 380.0 plf $ 2 Sides a 760.0 pill
Stud Spacing = 16.0 in
Actual Total Shear _ 1632,0, N Required
_ 644.0 pif
Least Dim,,nf•F,nd Post3.501n
'UPLIFT CHECK Moments About lower: ..l,eft,. _ .Right..:
Saismic F:+,h'-'to► Weil Wt.. 0.000
Oveftming Moment, on Wall A 13068.0 It-$ 1295e.0 ft• M
Nominal:k. _ 1.00 In
;RealstingMoment From Vert.,, ostia =. 900,0 ft M,. 900.0 ft•M
1Na11 Lonti7fi , _ 3.0U ft
_
Uplift @ End W/o D.L. reductions 4062,0 # 4053.0 #
Wall He;aht _ 8.00 ft
Sill Atte_ chment " Use 1121n Anchor Bolt @
18.03 In o/c
i Wall Weight = 0.00 pet
Use 518 in Anchor Bolt @
29,04 in o/c "
Htdth Ratio _ 2,67
Use 3/4 in Anchor Boit, 0
41.07 in o/o
Footing Des13n.6
:Reinf. Area @ Lsft " m 0.433 "int Shear @ Left : OK -
Reinf. Area @ Right " _ 0.433 M2 Sheer @ Right QK__
FOOTING DESIGN & ANALYSIS
Footing Size...
I oft of Well = L 3,601
Concrete Weight 145 Of
Wall Length_ 3,00 ft
Rebar Cover _ 3.0 in
Right of Well 3.60 it
f'o 1000 psi-
Overall Ftp Length = 10.00 ft
FY 40000 pal ° C�ti
,
Min. As % 0.0012
Footin0 bbldth 1.67 ft
•thickness
Toto! V t Leads = 4837.6 p
- 21.0 in
Kern Distance _ 1.67 It
Lateral loodAppgad ToWard -».>
- Left- --- Right---
Eco. of resultant @footing CL
_ -3.29 ft 3.29 ft
Soil Presure':@ LEFT Side of Footing
m 1128.03 psf
Soil Presura Q RiGHT'Sldo of Footing
0.00 psf . '1128.83 PSI,
Mn @, Left Face Oi Wall
8787.09 ft-0. 2726.32 ft-#'
Mn @ Right Feco Of Wail
2726.32 ft,#> 6767.09*4
vu/.85 @ 'di from Left. Face Of Well
8.20 psi„ '2.16 psi
vu/.86 @ V from Right Face Of Wall
n 2.16 psi 8.20 psi'''
a 'Allowabla Shear
_ eq." psi 88.44 psi,
Overhnrdng Moment
d 15912.00 ft-# 15912.00 114:
Resisting Moment
24188.13 ft4 24.159.13 ft-A
l
.....FACTOR OF SAFETY
1.62 1.52
_ 7
,
V4.48 fell 1983.95 ENERCALC
i
Estrada Engineering, KYy0604l9
,
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0.22 And, 12.0
In 66h6tristw r72BK I - I I Sw f
I t 1, M_ ter Aeat. I i I mUm!'R ,I nOu I On, M no �L ea 6i�-
-1 441n' 17.'p qO AO 51, Ider, Vinyl CEC,.AlStl), i Slab is: ;orpt I on' rate THERMAL MASS Area Th I ok I'les
6c" OT
Type Exposed? (M) in) Lo Tota I to no' greater tKan 2.0
46,14 Yes thiii.:0.13S;� wo or, vapor
rm/the-h.
WA,
- - - - - - - - - - - - -
1, Or 111196,jecl meats CM.�Tdj 161 1 nsu, 0, on,:
In dnd.fo
Floor Yes 3&5. o .3..5 &6do NFORMAT, tl ;[f, 60 .
=160tolf: Flow 6102 1
No 2604 5,5 i5rade
iChcrC'rr,?r C7 1 a Ing #Of U_ 5C 6 Is, Jht Ex' I 'cind 10f I I trpt I bn/t
Jor Exter or SOEx Pro ots
conovtlohed -Floor Araq, 3434 ft2 z or t t Iexfl contr4p 1, s,
But IdlhCJL Name
Fiaml ly Pistachod T M SiNle Type, Fdnes� alue, Oh,ly Shode Type Shad6 Shade Type !�ihiado
, Dobrs.!.and mIndoKs-betneen -coridl ti one, d' tion U At
HVA6 SYSTEMS Out IdIng Front, Orient lbrit: too do (South) ad
.16h producoll
Screen 2 0. 8-10 6.060 Std Pro
Not Locot I on Number of 'Dow I I I ng Un I ts r pa 0,71
-ya . ue I&W, I rif I: I at 1. -disr"t t f'I Otit,
Type Efflalancg d R ' I to
Number o 2
an f Stor I ess I Ion
'L"
ta. E*tisrI Or 641-1 tjoints
doK
---------- _4;'an� 'vi in
0 01
ZONE
: I � I I I 1 tr I t
ACES
INTER- SURF
Ma,
Furnace Oi,80 AFUE Attlo� R-4,2, Floor �Con5t�Uotlon Typo; Slob on gradis
id I ns cau I W, 6M A I r cond, coontria pckg 12,00 SEER Attic -R-4i2 NUOibor-Vf Cond I t I oniscl, Zones's 2 y Z(kliss,
n
nditioned Volume, 42M251f 0,
nd ft2) Urva I ue R-val Typo comments on Surface Area �Ihsu I constru tio �On �WA
Wf $P.0 1 a 1 tr %irr I I nita I 1 th
Type,
�.C6 Itl6ned.�FootprintAreas �3653 ft:� o;,domp 1, 1
&_OUh8!.fq Ar &
oor Sw.� 151 meets CW- qu
None -Ir KATER �iEATIN6�SYSTEMS 238q ft2 Stan
69,
I' I at'l r t
ono ac
F
and gas 11o,
D15trib Pbtor Hater ;# of Erargy Vo I ume, W firep was V
OR
sC o5eab. 1 46' p,
do
System Name Type Heiater Nmio Heater Typo Htrs Fatq�tor (ga I R�va I BUILDIN(2 ZONE I NFORMATI ON
I riotql� or*,�gldes or
------------ F I oor, !NTER--;ZONE- VENTILATION
As
b.'. 0Ut5I dis 61r,Antiake'vilth �Iar nd control
UMe
r -H
Standard-6as Standard Standordt5ap Stor 1 53 50 0 Thermostat Fie I ght Area Vent/ 'and 60i 61
age W5 otso
one
Name (f U) fta) Typo Vent Hei�lpt I I ioviid
bi comfnets
TOO _pan
(f t)i (ft2) 0 2. NociantInUo ' Us. Urhi 9WIP
------ ----- Sh_ kVadS,l f
t ovw �&d dicistS
�, r I
----- ----------- Vent A�ea, Aced 1110w -13,i WAC,
rW I P -1 '86�38, 'Cond I t I oned CE6_0 v I ng 8'0� 04il ------ --- ----- -
ATER HEATIN' SYSTEMS M 96, ZONEI certlflbd CEG"
: tflermo;icit�, on a I, I *c I 1,ak I - I ::
ZONE2 52"1 CzG None is he 'Q
6588 Cond I t I one ftp I n5 4.5
did T' k' tjk." Pipe an , I nsul a
k.4
1. lhdlr&t orcl9p Sollar'savings o 11tar system Hood 'Stove, Hood stove.
System Name fraction typo boller?, boj ter pump? wif I e ad ��r
have I h lt 1 on� b I anket R
hot i4dtey,--
backup
-- OPWE SIJRFA6E5, So Cr _sU n1 2
at,
No No vr r on grea
or
Ferse6trat I on or at
Surface Ared i S I r Construction --------- +eat -*Of lq)piss�plosast to Left Righ 2a Wat tor t:,*k non
Above'
Sys
(f t2i) .1 1 ue, Rvial . A . tm T I t 6 1 ns Typo t I - on/600001ts Name Height Hldth Depth' 61 az 1 hq Extens I on Extens I on OU ngl'L t6m, ins M' R4, or,
Type racAr lati
LER DETAIL
KATER:HEATER/BOI -5 At II buried -or axF 'act 'loin I os p ti
--- --- q,Insufdt
tion , 54 C)i
RatPI IOIL.
Z�na ZONE!' hot �Wdtdi-' "k,
f , I _' em.
None 11 6W degr I
er Recovery Input Standby Tank Light D", to.��30 0 160, qO Yes 36 -Hood Outside 4. tom In bi a0 ng pys�� pige
tor Name Ef f I c,,I enc, ARJE (k5tuh) S9! R-va I ue (Btuh) 20.�O O� 330 0 180
Lo 10 'No �0�;hood VncondltlorW S. P d., 1hdi act''
Odor .70.0 6.530 0': 210 C Outside ho wtisi-tiank
!0 Yes 50 -Hood
1pu t. j r
FiNs efttandardWS '76% woo oo0 6. 550 0 216 lo -ro5 �6-Hood tAtt I c, 01 ght Fln
j Utt
,514.0, o.o54,, M 1,00 c10 Yeski.�2UBi 16: outsi.do. ts donstrupted, 1ns6I.Iad,&id sed I t
1. Due
r) PIS
04 Sect I dns 1002 �Wd 10041, 1 n6u I Of, mum
il.:W. 6
o Exten Dist. t to a�m:fl A
Na1 Unconditioned ---------- Fln F-1 n above to Fin Fin above to ts an 4, '�iscl H
DISTRIBUTI AND TERMINALS
HiJ 1 275.0, 0, 065 0 too 40 Yes 141,1,�:�x6.16 Att, I C, I
t t I
zng gizin Depth, His -4.16 tic .1 ght"g hing g Z Ing,
ON Depth He 1 .9
�HYDRoNl( instiii�lad Value of,�R-4. entl re I
o' Height Hidth- dned
Halt 51.0� io8b, 13, 180 V'Yes H 13. 2x 0' �CU I O'L damp6r5 far."
on S[Mis PVC?
PIPOL 16L Y66 H21 2Xb. 16 0UtSIdaL ---------- -- --- ---- 2r bWk&aft
PI pe� nsul Insul cW, 6 0, 654 21,
avity Sgstipms,,Sery nq con ed
system/N %-*,or' run ft) dlam in) thok L in) R -value Nall OiLOW 15 210 qO -Yes 1413'20'16 L Att-1 c' Type
Wall �46i!5 6,,064 .21 0 qO,Yes H21,2X8. 16 Outside 'tit, ors
---- - ------- -- ---- 07 065, 1 Ll 0, 46 Ye HI q.L2xv '16
None Nall 65 6 0" 4,�L Pool andL'5 Ing 6t6fle
Outs I do L 0 RU
eat 1 dnd.,,E
Att) ,
0 -ion thbrmal,,efflolenoy, ohoopff, 4 t,'I 6 THEROL Stem IS Car t If I ea _Vj I
mail 225io OW 0' 10 Ye5 A% pd H
346.0 0' IV61 Gond- Sy
6654 21 46 LIO Yiss� W21 j2*,i 16 Out5Jde, SAI,te riisath* f )tIng, ln6t�Ue
I iptns no a60trilco
j AL 'FE Area Thok Heat cluat- Ihsd 11 '10, 4o, 'Nor 16 tt)noond I t, I Locia t
_ATURE,4 REMAIRKS" AND No .�Hall 34:10; a O.Oa b oned ng no p
1 1,7 OUtSLI de Rva I
I 4o Yes Niq.,N6. 16 mass Name 6ap j V I tU L pa t on/ ts System I nsto I I'
2 , icl eto (ft2) Inj ad V41 th
Hai "1 6 o6r
11 The WAC system in this buing LrOntrOljo4 ------ ter innd,�hsiatar for� .4 Cto :L ------- I4j6'O"065 1 q6 Yes WIq'.2x6, 6, Attic, At�� I isdif 36 1 n6,he5 �p I PC a L 2
�10 0.0. .2X6..Ib OUtb I do Zonis ZONEI utureSolar heating.'
os4 ai5 qo Yots H2 i b,." �6�isr L for.., Outdo& P661 S
or, ou
I. 2W 16 'Outalidd 5LAB-EW amso, 5,5 26,' 0. i1ei 91001406 6, 6rada. tdoor. ,
----------- --------- ---------- 46, s�pd Nall 160, 0 0. 04 qO Yes A21 iV6i 16 2064 3. 28 0.18: 91&'1406 ;2 00, 0,acle, 3. Pdo III stem has directional iniets
'p Uffr ''Spa
urnapp, poo
1151 dd6-f !red
16, -out
JeL. 0 60; or
10. 664 21 M 10� 1'6 Outside w- ra
Hai I' k I ng, , , I I
household coo Opp, L - once haied no COntlnUdus urn ng,.
_�t, Or SOLAR OAIN DLlSt9I0VTIONL F104 W No, 51 ab,146E 6�dcle A
JOtL k
ce 'Oo c
No F UnL
TCrga ted
i I _ptTont. o
160 jL46 SIL dirtade one.
Floor 2004. 0, on Hlhta- V4 1, th P, 1, 1 Ot i150 Btu/hr. t6 0,631 1 b ! conditioned
r I bor,
OnL
Name Frcrtl Frdot I on *isr Common I.hj A61. 0 0. 625 36, 6 '�69 056.2x'C24 Attic L 16HTI ZONE2
'0
Hai IL41.,O'6.,J�� :13, 1 1V 11 Y66'0116.2i(4.16 AttI6 Nonts
1A 0 6,.(*5' 14 1 eo'L 00 Y06
HIcI.,2x&. 16 outside orng 11
er
.01 Ao' u
6 0,666 15 216 46 Yo 16113-�X+1,16 Att I C, 40
5; On id I
WAC 6YSTB45 ng
wal"A 145.0 01065 M 6 q6 Y06 �Jkb , 16 Wb4l, do: ans and roms d risposst ae
Nall 206 5 0.665 1"1 46 46 Y06 Nil UL 5 16, 1 n5k �,j at f6h
ad
2x6._ 16- outside DwA L%at I on re opprpv
F I dor 60�1 6 I tl 1 W lo P)(I q. 2XO' 16 uhd d I t I dned :Ef f I cl ehic-4, dhd, R"via 1 UaL
5y5ti� TY0
1601`1 10 0.031 11
160 N6 kIcI1.'2g6.I6 Unconditloned 'Co.
, t'', -0.0 0 x4,4 A tit,,
52 iO 0 Yee
AttHo R4,2
W, SE,
60 ANE'
ASFURN K,5p It 1'2 t p6kq 12.00.5EER Att!61 :,R
ANE Atl
'a I" pokg 12,06' Att 16,
6 N'
ca
60
L
3L
A -it
rr :1Ti,",_
'V
;42
q
IV , I, — - , -I'. � , - -o, I , ., 1, r ; 4. a _ , I , . - , - I' , , " , , , % .- — , , 4
T
6
t
'HEVISI
T77777
G 511mv ;7V ULIV "tJ = UT &,Lq "C;R ;7 6
STAJ"Al� 5,
0 y
NO AM.' EA MF
'NO
Handro 116 prdj act I n� f ri* I a wo I I sharl 1
SECTION I 06b SPTA I I;W5
Wj
W
"T'R
0"k
1006.16 'Ouor�lrallst,� ",State* 'r t s
V2,open,on one, or bo h, 5,1,00
�E 4, s D-5 ARE, 3?6/POSTS
DOUBLEr 7`RIPJ TiJ USW:A5
(4 j��
it (X0,".
r ad
RT'TW VE; "I
I PP0 .4� RE$015CTJ OR:, THE �$TUDS��
�OQ6�2 Kidth
Thevnimum,stairmay shd,l,l not,be
t
AT INATIOWWI�H 3 '1 bd 4T� I jl�
bety0en the Hall and thig hordedl,
less thon see �p I an 'for red
ITt&F. I U
* OU I �,Tv_
A I dth for th 19 praj act
MST
W
I 006.� 12. Sto
Han Ora.1 15t
:41ondr4i I Is W ad,
-r,e
9 project into the, � +Ir
Construationo. Inter lOr 15to I rvoys sha) 1 126 6on9t_Ur
t "ted
L, ,
FUOR OUT BU I 'T -UP NDFLU
ALL :9J I'RED 'To
'HE� AS RE
.6,Incha5',from- each
�4, 4
ps, 5pep I le I n 'Wt I ons, bO2.
OU TH KILL
tiviers, an , or
S f0a of' a ptal r�y. Stel d OtJh
(704,4 and W& 4
BUTTECOU Ty
proj or s
et I on, supfl as M '�rd "S irM I I or
ISOL
D I Ff?AM I UNDER AD
"',WPPMTIN6
decorative features may pr6jact, Into. the
AM
space
Enctos6d'us6blb under stairs shall
EEN 005TS� J�
K&KIW
'T'Typick.,
d
:re+'! red wldt�i. Inphes,on each side.
be 1, h6 14 re KaUs and,
pe f Itad�, the,
PIRWIDEDk'UNDER �ALL AREAS OF THE' P69 4005 POST
'50ff Its of i-, ty." 10 9 a d, 6pooa� I' ba.
FALLS BETW OISTS F I BETWEN
EN J LL THE 1�4`TIRE AREA POSTS
loob.45 R156 and Rin i
thier Ise of, Steps not less than
P' otdcted on the encl'osed 5 1 die
SOL
4 tnches or weatOr tham 8 1 ncha6, , The
,
for'-prip-hour firerresIstl'ye
4
or C1
_run,: 1 not bib less h nch&s� as
I
coh5troct, I on.
M A 0 0
measured hor Ionta I I y, �betroo, th'
g
ki
A P - P, R 0
J
vertical planes of tha'fu'rithirmost
Enp I o5ed U4ab I a space under sta I r 5ha 0
Y'.
projection of adjacent treads'..,
haye� the iialls and so fits protected on
JU:
the a ad qu I riid
ho 1 9 1 do as, re
�F.., 2*
6X 16 02/13TR P - R MMER' AT EACH,EW.
Except as permitted in Section's 1606.4
tire' rres Ist I Vp -construct I on
-TR
HInd'Ing
D. F. 5. LAM HITH 2-2X
6x 14 25 q,:,6P,,PARAI_ b IMMER At
sto I rvoo and 1006.6 spiro.1 stc!lrv4oys,.
1006.15 Headroom,; Every 6tolr"pha,t I have a �h6adr 90m,
EACH END.
IV —
t ah arg6st tread.,run Ith in, any flight
< _44
oltiorance,qf,not 1655 than 6 feet 81
Z!
t
J A
vxi
Of stairs o x 5t
Inches Su6h,, c, I edrph665, sfid 11 be
02/13TR D..F., 2* TR"1MERr AT EACH,
by more than `3/0 1 nch - *a gi7patest
lu
measured Y, art I ca 1, 1 y from a pl One,
I
a
riser height vilthinamy flight0f :5to I es
pa ra lial and tangent to the state _y
io,the
11 A
NONE,
0 D.F� 2x5 J
TRIMIO�,AT EAW END,
0 AT, r=
/24/q&
sho I I not exceed the r mo 11 est by mdra,
than 3/8 inch.
C)RAWIN
tread,rosi,hgs! soffit above at all
po,
-o
BTR TRIMMER A, EA6WENDW
Jrr
A 6
"t
LA&
42/bTR .F., Vb, TRIMMER AT-tkcii.
--A
1006.4 hinding Stairs
In 6roup , DIVJ510rlil
5 �Opoupanolesand
#2/oR,D.F.,
tmwali�g
in private stair"ago ln� -&oup R,
F�H77
ox I o 2iwt2*JRIMMER AT 1�" END.
D1vI91on,I oc be
cuponoJes, vt I 6der.5 may
u sed if e ee I I of run is
SENERAL NO,
2_2*r TRIt*F, . Z AT E ACH, Jq4D.
EE
orovided Ot� Or i5oint, not more than 12
riches from th651de of the isto I rmy
4X 12#
(to i2�13TR D.r. OR 2/BTR 0 IF. i, 2-2*
v4hare tha-tredd5 aret,norromr, but I n, no
605& sha I I any 00*61th of run be I e55L than
1.
ALL (5L.AZI N6 SHALL �BE DOUBLE,PANE UNLESS NOTED OTHERMISE ON' THE PLAN.
r Lid
END,
E,:, 25',914� P 4* M MIER "AT EACH EW.
6 inches at any po,l,nt.
2i
ALL DooWn AND hi ND46'N4L BE mEomrMIPPED. ALL joiNT9 AND
C, 1, rc. St6 I rs 1
0 1 rcu at' StO I rWOY5 may, bIdl Used as an
PENETRATION5,511ALL BE CAULKED AND:9EALED'I
exlt,, proided the mini , ru
3.
ALL FRAMIN6 LUM13ER'SHALL W #2/BTR.,,,J)OU6LA9 FIR LARCH, UNLES�� NOTED
SEAM SCHEDULE
1 s t I Kches ) and the
OTHERIVSE.
sma I I er rad 1 us I s not, 1 ass thon, tw 1 op
the viidth�of the staIrkdy. -The largest
tread Hldth.or - h614A m I th I hi any
4.
ALL STRUCTURAL CONNECTOR5 ALL W AS SPECIFIED 'OR AN EGIUIVALENTL.
X11421m,V F b* #1 D. FI POSTS# SEE FOR BA I SE
flight of stalr5.511011 not exceed. the
S.
WADERS SHALL.,615- 4x12,MINIMUM UNLESS''NOTEP�OTHERIIISE.
AND, POST, W REQU I REMENTS.
smallest by more than 5/8 inch.
6.
NAILINO SHAL ITH.'THE RECU I RI51ENT5 OF CHAPTER 23 11414
L CoONFORNK
132, 5. 25 %-q.,5 Ak-LAM 6X6 POST AT OUTSIDE. C4RNER HITH 'ACE6
CAP AWDOIA E AT POST
57* I1,006.6
Spiral Stairs,
In up Rj Division cupanc
6ro 5 or, I t—,. nd
U. B. C, UNLE-r05 NOTIEp 15e. THE NAILIN6: RE REME, S� IN CHAPTER: Z %[A
in private stairmys'Within Ind.I'vidual
uni its of, 6roup R, D' V I s I on I
BE 0 "IDERED AS TS
MINIMUM REGUIREMEN 0 :'N6,TES',W' DETAILS 111 TH11W.THE
S, MO. POST,
'02/PTR I). Ft. 6APS
00, H
bAl 2 #2/BTR D, F HIT
C upanoles" spiral statrKoys,ffiay be
'b
MAY REGIU I RE STIR 1 WENT; EW I REMENT5
0%66,-
"s Mau a7used,
tailed. Such stair'
-7i
SEE FOU PLAN
NPATtC+I'ANO I NO PTIO"S OF SUPPORT P05
klfix PARAIAM' bX6 01 0 F.., POSTS AVENDS
for, re the area served
15, 1 iml ea
ted to 406,square f:
8.
TIE CONTRACTOR SH&L�BE�RESPONSIBLIE CA0ORl)I,NATIN&_'THEr'.HO'W:OF
FOR
x 11, -i1/ bit 0AIRK-LAH 04 #2�MD.Fz.1PMTSAT'
TRADESl AND, SWL CHECK ALL,,DIt r DISCREPANCIES,
6od provl,d6,o oiedr OwWng
CALLED'TO THE %rI %IA4L _3,e.RE5OLWD';BEF:ORE,,
14' OR 5.25- X 14- P L -AN KA" FROM 81 HITK HO -TV, S .514,
area me 5 0
least 26 inche (bb
PRGEEI) h I TH THE
IN6
ONE END"AND ON Oh POST,AT
ON OTHER END.
From 'the outer edge of the
ort.lng column' to the inner ed ge of,,
Nephandrdil, 'un
'ALL NOW, 'THE REGAJ I REMENTS, OF:TWiEAqq4 U141PORM BOILDIN6
(10Z, NATIONAL UN
1'6� PARALLAk 6�4 #i/13TIR'O.F.' POSTS AT, INTERIOR POSTS,
A of' at least 1.5
has )5 to.baproided otp, point I 2
I IFORM
CODE,( THE 106
0104"UNI FORM FIRE'C THE 'Jq� -UNIFORM
IPLU81!11W THE 6
AtA[� �4* POSTS A T ENDS, SEE DETA
from AhWa elhohft, tre0d.A5 the
CAL C4 (U H C, MID A HER, LOCAL RULES, 'OR W -56U
-;E W'��oT LATIIJN5�
6XI 1 /BTR' D. 0,. 6A 00�' If T EACH 'END, 00aET INTO KALL
*0 else must be suff kcient
to proVide 6 -fdot. 6-inchheadroomi The,
`ALL �TO,�
rise phai I not ex6ead 41.5 inches,
10.
NOTES T14ROU6HOUT THIS PLAN SET APPLY 'ALL, SHEETS H45t APPLICABLE'�'
I �S AT 120
X MICRoLw,, KITH, �-lw STITCH NAIL
ND
.,15i
SEE R -AN FOR,SUPP(-
1006. -1 Londing5i
Every I and I ng 61-i6l 1 have, a dill man5I on
I,.
DR011W I I CATE 6ENERAL Aw�, TYP I Ck DETAILS;.OF,COIS.6TRU6TI0N. *fW
4S, NOT -ic&LY� IW16ATED OUT ARE F SINILAO.CHARACTER
OOITIOt Snow
the _49'ct' i- of iravii, not
measured In or
'the
-
To MTAILS�911101ft, SIMILAR LS, or- C*15TRUCTION 5HALL"BE-, USM.,
X 'PAR�AM 13FMI 1% E6 A USE
less than Hidth of
HUC612' AT''OTHER ft''.
Such d I mens I On ell M':d hot'6eceea '44 Inches
khah the st I r has, o stra I ght L r 4 There
l2i
DRANIN6, MAY NOT ALKAYS W TOS&ALE..' NOtED,DIME1,61ONS SIIALL TAKE,:,
P SUPPORT COO I TIONS.
shall not ba,more*thon 1:1 feet
PRECEDE�( E
v6rtIcaIl4:betweh [anding5i
tt,6t IN CLOSETS REGUIRE WAM kR SECTION 10i
-1/5" -LAII11,115NOTWAS
25' Kill NOTED ON THE ROOF,
FARAJ ':�e'ROQF'.
AM 104,
F�RM I W PLAN I W:�ET AND CANT1LEVIERAS NOTED ON
FRAM I N&
1006.1 Handrail -51
Sta I rmy$� I e,55 than 44, 1 nchas I n vo dth
or stalr"5 :5erving one individual
6A�i5E F1 &,1E HOUR KALLY %,IALL EX7END400INUOUS AND FULL HEI64T'
dWelil InC �u oup Ri Division I or
J n I t ILn
:CE!Lik� 16 U
TO THE 16H OF T HE R'OOF: H I OR' I F THE mmw. SEO: AS
3 occupancies or a droUp R', Olvislon' 3
PART OF� THEr LONE HOUR SEPARATION, ASSEHBLY, Al 7O41'E46R RATED ATTIC ACCESS.
4ADOM IS I;EW I F;I�p
congregate ro5l&ndet may have one,
ded15
cLoi DRYER. VENTS., INSTALLED PER sryoN 5041.3—OF THE U.M.o.
Pet vote, 5ta I r"s 30 1 hchas Or I ass in
.)J�HAUST ::NOT EWEEP A TOTAL C40B]INEP AOR17MT& AND,
VERTICAL OF' I _T INGLUD�N6 ft FEET5HALL
4 ;FE
height inay haVe handratis,on ofw:51de
M, ];�v qo a" IN EXCE655 OP TWO.
0
l6i
BUILD1W,JW_,U1.,,A TIONVALUE6i
Sto I rwoys having I6!wthdn,foU0- r1sw5
unand sery I ng.,oria � I rid I v I duc
9 I R,") q- 13ATT
;2x6h 6
In 6roup Ro Dilvision 1 3, or d -droUp
F0UNDATION' NOW
R-38 BATT
D I V I s 1 on 3, con regote res I dence
1 6roup 0, POr0Ie5 head not
s0rV.1 nq U cou
faAR CONDITIONED- SPACZ)
aIs
I -1i
ALL'STAI" SEC, ON 006
COWTRUCTIONr SHALL CVW-ORM HITH U"O'C', TJ 1,
Tha.top of, hdridral is and handral I
axtens, ons sh,o 11 be I aced. not I ass than
.1
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