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.f F7iid5 a itii" }tea a YY _i
t, y (climate zones 2 and 8 , 5 only)
0D testing and certifcatkm and HERS Rated or fed verificotion required)
armot AH lie to Seated Ducts and TXgs (see Package G or D Alternative Parka Fecris.�es for Fro... t Climate Zone. ge .!�
tSEER Hoc*
•.
WATER IDEATING SYSTEMS
Energy Energy.
Rated Tank factor or
Tank
Water Healer Distobution t1mbes Input W
Fu {k city Rory Standby Insulation
f in Sptan
or Btu ens E
c L
R Vdue
For small 90-*WV water
t {rate inputs af l ass
,aon or equal #a ?5 0XBtu/r ). electric resistance, and heatpumpwater f
t frwW 6a6iar. For large gas storage water heaters rated input of# than 7
{ lu greater 5, 13tu kst fta#ext
'
t ? , Recovery Effidericy and Standby Loss For instantaneous gas water heaters, hot rates input and recover .
y
SPECIAL FEATURES (add extra shuts if necessary): Package C and D: TXtfs or Commission rovei
uivraient Sealed Duct Radiant Barn e4 s, ens see installation requirements
ulremen fo
r rr " q s o octant barriers in Section 8.13 of
the 1999 Residential Manual). Packoge C: thermal moss thermal mass type, covering,
yP , q, thickness and descriPtiatrn)
PADIANT BARRIERS f TXV IF REQ.
January 5. 2001
CER MCA Y! {j"�
iMd
TE PEA
a RESIDENTIAL
#t0E# A$
J11AL (Pack J of 3) CF— iZ
im Jim
COMPLIANCE STA T
.DESCRIPTION��R
DESIGNER
ENFORCEMENT
.._.._
Conditioning, er heating and bing System Meow= (continued)
1Shc(trn};DUGUI old Faft
t. Aland to nod t,
requirement of the 1998 CMC Sections 6M, 603, 604 and Standard
acts insulated to a minimum Installed lei of R-4.2 or enclosed entirely in
-P
conditioned space, OpenkV shall be seated with mastic tape, aerosol 4
1
ants of UL i�t
+�r ,,
UL iMA, UL IM N 4r to ad Valbp
1/4 tine
Binding rarities sfid not be used fkr con '
.t S
seams that
of systems and oneln# p
back rubber e dud # tape is u
mastic d �
a ads, , • e, ,i f . �� �
2. 56oust fart stems hove back draftautt�ano
3. Gravity ventilating systems serving conditioned space have either aullomotic or
readily y operated damped " -�`
114: Pool and Spa Heating Systems
, ,
w`
J xS
1 System is certifiedwith thermal efo x t;ZJ,
the f
y r
, operating instructions, Iuct�ns, no electricresistance
2 S yy� e q$q��
testa. is installed
the
�, 3 33 srr�
�` .� abed with. rd 4'''D'�'�i �«yy rail y�LMUd}d®.
a. At least 36 of pipe between filter and heater Teri tutor r ar heot4
yy
B #
b. Cow for out or outdoor spos.
3, Pool system, has direct`directiortal inJets and circulation pump tine switch.
we H
AL NOT
115 Gas fired central t)II
a furnaces, pad taro, sga heat id. 9s�.
,
of
appliances have no continucusiy burning pia# %electrical inn
�? "«
cooking appliances with pleat < 150 ��tsiy)
Elting x.
1 k)l: Umincires for general lighting in kitdwm have lamps with e frc y
41
Of 40 knem/wdt ar greater for gen Iightiq in kitchent.~ 'At general
fighting spin be controlled by a switch on a readily occessible fighting
control panel at on entrance to the kitdw.
8
150(k)2; Rooms with a shower bathtub must have either at least one lurtnrnare
with lamps with on efficienoy of 40 lu s/watt or greater switched at the
entrance to the room or am of the alternatives to this requirement
allo in 1 k fixtures 1G
g ca )approved
f
Mr✓M^IGJ J :14 ZYLV? U1Ktk fIVN
■
LET
- 3
1. ITEMS LEFT BLANK b PPLY
a
✓
.._� .._�... ! ,
.` ,'
�
INDICATES
S 24 ROUND G.I. DORMER ATTIC
1�5 .iN. VENT
I
PUGS
;
2. M.
FY 4N;
� , i"`,
'
SI
-
PLUGS 1
�7GS GFf 1 WP GFI
St
SWITCHES
T/�Cb v
±11 2
G
SHAM POFMON DENOTE
3—WAY SWITCHES
ry
i 3>
}�iJ�NDMOK ND "I
3
ISIIV
JACKS, STUB ONLY
f *� A
if
! EXISTING TO R #
SI
PNCNE JACKS
\dd
�
ISI
}
tf
SI
SMOKE ET. H
13 I WIRE
:4
4 Ail �" BE
RIDGEf1
BIGHTS STD. FIXTURES
TE 24 P ,... ` LAIM
-
.
ROOF PLM NOTES
S!
FAN READY J�- ; �{
°
CRICKET
a
SI
INSTALL FAN IGNI FIXTURE
Y LAW, WRITTEN PERMISSION _ T E�S
1. SEE NO FOR NOTES.CONTRACTOROR
I
SI22C
CENTR A/C 50AMP
USA,OFTHESE,
MDORMEEN,
QOCU
'
SPARK f D AS
�
I
DR. BELL CHIME TR R y2.
.`.
'
I
PER
R MANUFACTURERS SPECIF.
ICATIONS.
DIVIS or
SI
SMOKE DETECTOR BATTERY
,
,
;
y
3. OVERHANGS: � AT EA NSPLANNING
t
Al
_
ANCHOR `.�f BOLTS:
,
w
NEWr /
d{//
j
4. {D
X
ASTM A 307 BOLTS WITH . TAND�R . NCUI� ,
TUCCCAN O PATCH
T N � TIE—IN
C T N
y, �s s ,
ADD N G.I.G!; °` 6
- i
s
j�}jry�/�_
SE 1 F
� o THE Fti
C#T `, ,
a�
a
GR y
.
2,500 PS 0 8 DAYS .
HARDWARE.SI #SDN SRONCifE EOLIAL
��
®
#
Landscae Plans
ATTIC ANT REQUIREMENTS:LUMBER:
r
+ F
-
X
SI
FLOOR = R--19
. '.. '.
^'�. UG FIR -LARCH,, i�1W3`i
_,
y
¢
o�
l\6.tV
tl�V((q�
' , OTHERWISE,
r
P t
...
�
P SE 1 H E
R .
E,
_. , _
_
EAT /'"�
jJ3 t F R
ASTM A l FOR ` R 3: 4 �rR ..
d
DATE: ..
1
SI
3- ON HEAT/A.C. SPLIT UNIT
,.., ...:.
DIE 0 � n
, N -
: - fie...
VALVEj� (j ..
FOR F.A,U,
DORMER S .!N.
.' , F
PROVIDED: (HIGH) (2 -, PN(7j FINAL REQUHT-,D -YES,
X
I
a d ®lGT TO F.A. U.
STUCCO:
N
r-•.
thUPPERt
e
LfiJ - -
70
_
r11
M..
f hM 9AN0C' .,Yi€"`C+#.l- LtltYt:#:, i"xlat'*'!"'ln
m
..
._ _ .. � _�..� .. n �� _ ._.�_ ,.� � . � _,... _.,� �, f.�� �r��,�- � , _ ._.��.,�
_a , � _,,
co
ILi
(E) SUNROOM ROOF
0 00
TO BE REMOVED co 0I
(WITH CARE) — TO
13E RE—PMTAU.ED-
AFTM IMI WfW
2xl4 STRINGERS
AT EACH •END ■ AND MIDSAN-
■
1,
(16"
5/8" TYPE "X' GYP. BD. t'
AT ALL WALLS AND
CEILING OF ENCLOSED
USABLE SPACE UNDER STAIR
0 04 f
V# I
•41
NOTE_-#4 REBAR
AT EXTG. FTG. USE T&B
5/8*0 EPDXY 224
BOLTS 0 EMBED
r MIN. I.C.B.O. 6
#4W W/ SPECIAL
ar
•
INSPECTION 12*
#
NOTE: RAILING TO
RESIST APPLIED LOADS2
PSER CODE REQ'TS.
EE PLANS AND
SHOP DRAWING§
C14
13
+ +
SUBFLOOR
a
Y2 1" x 0.074
NUOUS TUBE
BOTTOM RAIL
2x WOOD CAP W/
3*1/2"CLR.
2x STUD
POST PER
(FILLER)
PLAN (4 MIN.)
MB PER SCHED
D.
szi
HOLDOWN
PER PLAN SDJ
2x 2-2x OR
M INN.
EMBED
3x PER PLAN
'NN"*--SIMPSON
*SSTB' PER
TYPE oxt EASED EDGES NM- SCHEDULE
(2) 2x4 P.T. PLATES
BD. AT ALL SECURE PER 3(16" 5" x S' STL CONC. STEM WALLS SHALL BE
PATE t.4SEE
6' MIN. WIDTH FOR 5/8*0 ANCHORS
WALLS AND CEILING OF STRUCT. DRWGS.
D AWIN TO LEFT
L 1 ENCLOSED USABLE SPACE 80 MIN. WIDTH FOR I/Iro ANCHORS
V W"
3/16"
1 Aw x 5" LONG
�.2 UNDER STAIR W 4 8* MIN. FOR CONC. BLOCK
&G SCREWS EA. PLATE
FOR RAISED FOUNDATION, USE SM MR 2 PM
SYSTEM AND EXTEND BOLT BEYOND SILL PLATE
GYP. BD.
ABOVE FLOOR S14EATHING
FI " FRALM#Jr.
00�
�00v00
�00000
mommol
tM i :(DEFORMED'X 2" COARSE THREADED,.
V80 SHEAR WALL SHEATHING
80 COMMON1t BOX
10D COMMON OR GALVANIZED BOX
+► GAUAGE STAPLES ♦ OR
4 1. 11 GAUGE },
100 COMMONS OR 16D SINKER
2ND FLOOR HOLDOWN STRAPS
8D COMMONS (AT CS- 16 STRAPS)
100 COMMON OR 16D SINKER (�Ll- OTHERS)
i.". it it., z. 2st w
f COMMONS
I HANGERS
AS DIRECTED BY MANUFACTURERINDICATED
16D SINKER OR 12D COMMON
ON TA13LE & FOOTNOTES
BOLTED CONNECTIONS
A307 BOLTS W/ STANDARD CUT WASHERS
ff
ma , 11F
PENETRATION
r . ,.*nON INTO .
ETE
CUPS
f
DIRECTED <w r •
ASeY
i
2 2x {.G. J I1 R •- 1
I\fx Wit.
r
th
o
INTO MIN.
MEMBERPEN
01A"ll
�ir
{ice, i+ [/\jam}d��1y� `y.{�\j��w/Aid/�YI�]
�1\1� UNLESS
i}�{'��M+/�(� NAILS,
ALL NAILS HALtb. tNI'«R SV {tW Y•Y+� OTHERWISE f i �SE NOTED.
• imVd
• .,
pefP•Y................. 4P4•Y e!•PR•Ptre e!
ALL 2X 3X STUBS UNBRACED LENGTH EXCEEDING # ) 2
•er••a•O••P•retr ReeeYie♦etr!••fPePiete•eALL e•eil
;
• n.w+�..
irw�....
5
{ii�'
1.4 CQ NU SHEATHING UNDER ALL CALJFORNIA FRAMING.
" 2X TOP PLATES ee•a•alYaee.sYPRR •ew•eeetreRPaPRReroeaoise• •e e•trer rr•Re +.• ................AN
eR!•f Oiii•6f•d sd Mais Aed dd61dd i4iiP
2It D 3X SILLS ..................................................... Pid d•d•Yaad'e ....... Pi di dldMidBidYieaii4trST ARD
t
F
J
y.
!�`+• (jay •��t l }}'+� F
-- MANUFe TRUSS C • Q�tE#i, V dii idi OlAed•iiaiad•4........................ M E ;�Er� 1PlUl a daY Pam~
COMPONENTS
( CH ONLY)
----
y .i •
,
: , .
i
�- .01- INCH►
5.
ALL SILL PLATES RESTING ON CONCRETE OR ON TO BE PRESSURE. TREATED
SIMPi TS 22
Ll
,
DOUGLAS FIR.
MP. ST22
HP PER
. _ 'ALL FRAMING, BRACING, LNG, NOTCHING,DRILNG OR BORING 5 BE
fii
ALL. RESAWN Atd0 ROUGHSAWN BEAMS ARE TO BE FREE OF HEART
CENTER.2.#
2x8 �4S" O•Cd
IN ACCORDANCE WITH C.B.C. UNLESS MORE STRINGENT REQUIREMENTS
-ry
ARE SPECIFIED.
,. ,.
5.0 REINFORCING STEEL
2.2 AN AtTC CER[iFICATE OF CONFORMANCE FOR GLUED —LAMINATED MBERS
PLAN
�.
ST BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO INSTALLATION;
MUST_....
ALSO, SHOULD HAVE MINIMUM
�......_ _....�
.
2400 PSI FLEXURAL STRESS, DF/DF—V4
1.
ALL REINFORCING STEEI. SHALL CQNFGIR#a# TO A.S.T. A--615--40 FC3fi #4 BARS AND
.: • } .. ..,.,,E •.
iAirTH STANDARD CAMBER (U.N•O.)
SMALLER.
2.3 �`QUA#DAT#QN PLATES OR SILLS D SLEEPERS 4N A CONCRETE {�
+Lae
{ REINFORCING EL SHALL CONFORM f V I'<..T. 11"L% i �'°"'L,iLt V� 07 Li
i
Q
MASONRY SLAB, WHICH IS INDIRECT CONTACT WITH EARTH, AND SILlS
LARGER
WHICH REST ON CONCRETE OR MASONRY FOUNDATION, SHALL BE PRESSURE
TREATED TiVWt✓y l�E® OR BRANDED AN APl'�ROvi�./ AGENCY.
3.
WELDED WIRE FABRIC T�? FORM TO APSATdM. A--185, Tel 1— � SPACES,
q �g�
CLGf PER 4
W �1 EA.
f
CLGe JOIST PER r
"
�j
t eG #:N#i���d �ry � �
1 ! STRENGTH i'Ci�.N �Sr)
2x 'G. f
t �+ p� ,�a
i V D.C.
,
,"•
. 2e4 ALL FRAMING CONNECTIONS SHALL BE "StMPSON STRONG —TIE" AS
46
�/ \j {/�� �/ �) //�^ {�}/ [%�� BENDING,
p}� }}(� [/M\j {� { �/j !�+�►
{/ �q �,�t}�/�j +t j♦�(/� {/y�{ SHALL CONFORM
REINFORCING
OOAti�i��M �C�NM iYI i..YEV��V� VE+4�#NVi f�ris1/ PLACING MVNi Qti� TO AiV.#i V#Wi
Sl. A35 0 #a* O.C.
YYYwwwwww�iii��.
,.
� R
.... .w a,..:.
. HRC t 0
ON THE CONNECTORS BY MANUFA nTNER TH SIMPSON
5.
WELi�NG OF RErNF ING S CONFR TO THE CURRENT C ENT A.W.S.STANDARDS
& S.W.PECIFIED
Y BE USED PROVIDED THE CAPACITY MEETS OR EXCEEDS OF THE SPECIFIED
USING .PROPER LOW HYDROGEN WELDING RODS.
13
SIMPSON PART THERE IS A CURRENT ICBO APPRCriiAt:. THE CONTRACTOR IS
RESPONSIBLE FOR' PROVIDING A CONVERSION LIST REFLECTING THE ALLOWABLE
6.
THE FOLLOWING C DISTANCES
kt} SAND ICBO NUMBIRe
BETWEEN RE
INFORCING E#NFO rNG L D FACE OF
CONCR S
EAR
NTAINED ULESS NOTED OTHERW#SE QN P SRTRAIN
{+.hA(' ee ry vo
K ut=
L;uNN
2.6 -HOLES IN UNSEASONED LUMBER SHALL BE # j32- TO #/1 i7" LAS07Gil THAN
THE SOLT. A WASHERER NOT THAN S A STANDARD CUT ER, /R
SLABS ON M ............................ dd d4 ♦s,t ee RYreP•aY1♦Pfewas rflt♦P••feY$•chard di •Y•tr♦•el ........... CENTER OF SLAB
\NRBEyQWGRADE, FORMED...............................................
alddr rd adwa di.. Yd rdiidadb9•dlFd.dP l9m dAebd a{.9tddiidadera+rd a
*..
.. .. ..• .
e •
w
CT W11
f i
ii
#
lop 44t
dab
e
SHEAR WALL SCHEDULE 2001 C.B.C.
w
r.:
a r R
7/8- STLJCC0 MR PAM BACKED W/ 16 GA STAPLES AT 6- O.C. AT TOP &
wnom PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICB0 REPORT #1823
ram"FEB.
1973) R (IC80 REPORT ,s, ; FEB 1973) R R !. R •
72)
NOTE 4 AND R BELOW
PLYWOOD�N
•••: • R. OR STD SHTG. WITH #., NAILS AT
1 PLYWOOD O.C.
EDGES3/8*
a
r
PLYWOOD STRUCT. 11 OR STD SWG. WITH 8d NAILS AT - e O.C. AT EDM &
I
FIELD t * 10 w 11 BELOW
r
PLYWOOD w
ORO.C.D
�Ii
I IN
i A
KYW(M STRUCT. 0 OR STD SHrG. WITH 8d NAILS AT 2" O.C. AT EDGES
(TABLE3/80
d 11 BELOW
STRUCT. I PLYWD. WITH 10d NAILS AT 2- D.C. AT EDGES & 12- O.C. FIELD
II: �I II
pIuI
F f o 4
Fw i
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