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CERTIrICATION LABEL �.: , 9
on a Wnu a i4jilows, and,' slid!
R ired 11 f ctu d
equ n
1 , I , I : . 9 9 � 19,
6. Sole'Diate to ioist or blocking, face nail,
16d at 16" 6. C.
glass d, ool r s
7 Top plate to stud, end nai I
2- 1 6d
MAXIMUM GLAZING AREA
-16% of gross added f 1 obt area pl.0 temoved.
S any
8. Stud� to sole plate
toenail or
2 16d, end nail
5..,
'SHADING
Optimum overhang or shading coefficient of 36.
9.'Double studs, face nail
16d a�
t 24" o. c.
South and w6st windows onl
y
10, Doubled top platei, facenait
l6d at 16" o. C.
CALKING9 GASKETS:
All sill plates and penetrations of exterior
I I Top plates, laps and intersections, face nail
2-16d
building, envelope.
12. Continuous header, two pieces
16d at 16" o. c.
along each edge:
BACK--DRAFT DAMPER:�
Required:in a 1 exhaust systems,
13. Ceiling joists to plate. toenail
3 -8d
CW ORK:
per section
kust b ted� 1005 and.: table 10-Dol
e nsu
14. Continuous header to stud. t nail
oe I
4-8d
U M C
15. Ceiling joists, laps over partitions, face nail
3-16d
16. Ceiling joists to parallel rafters, face nail
3-16d
.1 1 ': , ::�
. 9
THERMOSTATS
I .. t ,
Automatic. set back thermostats required on all
.17. Rafter to plate, toenail.
3-8d
ne,,,,pumps.
heating appliantes, except at'
I& I" brace to each stud and plate. face nail 2-8d
.10. IATER HEATERS:
R-13 insulation requi red, for new installatiolis only.
1" x 8" sheathing or less to each bearing, face nail 2
'19. -8d
lCommon or box nails may be used except whereotherwise stated.
an 3
20. Wider than I" x 8" sheathing to each bte ng, face nail -�8d
2Common or deformed shank..
T
WATER PIPING41
Insulation requ ter pi in& exposed or in�
'd:o hot wo
ire p
21. Built-up corner studs 16d at 24" o. c.
3COmmon.
4Deformed shank.
.:Hot -and cold: for 5 from water heater.
22. Built -up girder and beams 20d at 32" o. c. at top
Wails spiced at 6 inches on center at edges, 12 inches at intermediate supports 0 0 inchisat
121 GAS, COOKINGr APPLIANCEO
Intermittent Ignition Device (11D) required.
and bottom and staggered
1-20d at ends and at
intermediate supports for floors), except 6 inches at all supports where spans are 48 inches
or twit For nailing of plywood and particleboard diaphragms and shear walls, refer to
General
Notes
eac h solice
Section 2513 (c). Nails for wall sheathing may be common, box or cast ng.
13o. CAL1 F"ORNIA ENERGY COMMISS10N
Required'on HVAC water heaters, faucets, shower
or asing nails conforming to the requirements of Section.2516
6COffosion-resistant siding ' c
CERTIFICATION:
heads list make and model*r
00t.
A. General A
7Fasteners spaced 3 inches on center at exterior edges 6 inches on center afintermcdiate
and
14.:r.: GEN ERAL LIGHTING:;
um 25 "lumens. per watt hens and bathrooms
Minim in.kitc
1.
The contractor shall check and veri deta'ls
fy all dimensions, I
supports.
f lour escent.: norm& 1
(r quires r
and working conditions at the site, familiarize,himself with
11/2
8Coffosion-resistant roofin -diameterrhead and -inch length for 1/2-!
g nails with 7/16 inch
all the existing site conditions and verify same.
mq ire
inch sheathing and 13/4 -inch length for 25/32-inch sheathing conforming to the u
:15 FIREPLACES-40
Tight'fitting,metal or glass door required overr
2.
All work shall comply, with the uniform. building code and all
1writs, of Section 25 16 0) 1.
the opening,.
other local codes and ordinances includ ing O.S.H.A. standards .
7/t6 -inch length for 1/2-inch
9Corrosion -resistant staples with nominal -inch crown and 11/8
side to firebox. with dampt
b. OUt air..
B Grading
sheathing. and 11/2 -inchlength f6r. 25/32-inch sheathing conforming to the re4uirernentsbf
c Fl e damper and control required.
U
1.
The contractor shall notify inspector rrior to starting excav-
Section 2516 0) 1.
pirlotS prohibited.
Continuous burnin&r&BS are
ations or any grading work,,
4
A
2.
Extend all excavations. f or footings below natural grade as
.'lr6i SWI HNI NG . PQO� S
mts, except
a. -Applies* to new heaters and, tep'SCe"
shown.on struct ural drawing.
F.:
solar.
b Permanent tag on heater with Instru'ctions for
3.
All excavations for footings mus:t,,be inspect d and approved
e
by inspector torpo
RESIDENTIAL SECURITY REQ UIREMENTS
prior uring of concrete.
.
ef f icient use
4
Existing ground upon which fill to be placed shall be
is
t of 752- minimum*
-:He& erAo hav
c e :thermal e
cleared of weeds, debris to' s oi 1 and all deleterious
p
outer and fifter
do .3 feet,length' piping. between hL
of
material.
for future sola r
All. existing. loose fill, if a shall be removed and compacted
ny
11 EXTER101t SWINGING DOORS MST It SOLID COXEg 1 3/4* 'THICK OR WITH PANELS 9/16* THICK. W
0 cover
eo Po' I. s required.
.6.
All fll shallbe placed in maximum 811 lay'ers and compa''ted to
c
90% density to support footings.
ST "LID 3/ IC
FRO14 A GAUGE INTO A DWELLING UNIT CORE
J
2. WORS:LEAD $0 TH Y.
C
210 6)
1 .
Mix.-� Machine' -mixed 1 part cement,, 2 1/2,'p sand, 3 1/2
arts
3. SPECIFY THAT AD OvE,DOORS BE -EQUIPPED WITH DEADSOLT LOCKS APPROVED IV THE'POL ICE
parts gravel with not more than 7 1/2 gals waterper sack
of
DEPARTMENT (8-2109C)�- SPECIFY MKL AND MODEL N"Eltr
of cement. All e.shal of
concret 1 develop a,, mi n comp. strength
4. SPECIFY FLUSH BOLTS WITH 5/9'* IMBEDIMEUT INT 0 HEAD ANO THRESHOLD ON IMAC71YE LEAVES
.200O.p.s.i. at 28 days
of ExTEPJOA DOUBLE DOORS.,(&
2
Flat work: Flat work,finish level shall not vary more
so GWING IN EXTERIOR DOORS OR WITHIN 40's OF THE LATCH MUST BE TEIVERE0 OR BUM AAV
tha n- 1/4 in 10'-0 except as noted for drainage. Tamping to
RESISTANT. (8 -21030
pre vent dusting. Interior finish shall be a smooth troweled
E P I MS. (a
6. HINGES FOR OUTSWINGING MORS MST*MVE RON-REMOVAILL
dense finish.
f
3
foot
Footings all one story ings shall be placed not less
STRIKEPLATES: OUST BE 3 1/2'0- LONGs. SECURED TO THE JAMS WITH. SCREWS 2 1/20 IN LINGTO.
than. 12 below natural undisturbed,grade and not less than
(8-210A).
1.2", below finish grade. All two s tory
r footings shall be
3, FRONT EXTERIOR DOOR$ TO JE.rtQUIPPED WITH IDOO DOOR VIEWERS OR CLEAR VI$IOX PAhELS.
placed not less than 18 "below natural undisturbed grade.
and not less than 18" below finish grade.
9.' EACH MUST HAVE A STREET ADORESS 04 OTHER IOENTIf ICATION WFICH, IS VISIOLE
STRUCTURE
SHEAR VALL�:SCHEDULE.'..
ALLOWABLE
SILL BOLT 16d SILLAAIL
A35-
VIC Be.,
SHEAR
.114. SPACING' SPACING
SPACING
vis drywal 1,*1 th 5d co6l or nails 7' :*i 4 f ield
100 PLF1-:
1 �720 D.C. 168 Dot.
491, *.to
See�.Ilotf 1 11 belo"10
hf
1 46" D.C. D.C.
24 O&C.
Sloo, 40411, with td: toott*�., it oxo_i4, e. f i told ,
1.15 PLF
4 721 Doc.. 1 ?�,.,o i C
48' o.c.
inblocked Alrabtt 47-1)* Ste: note I t. 2 below
.1 30
2 PLO
1 /21" 1 40, 41 o c.
D.C.
241 mc
40
1/24 drytoll-with Sd cooler,naf It, I . 40 otc*-*e ietd,#�,
25 PLF,
ur. 72* D.C. 1 21 Doc,
$21, D.C.
locted flable 47., D. - See ftotel, k' 2 bet
1 250 PLF
ur 1 400 o.co 4 o.c#
The D.C.
980, drywall vith4d:cooler hailks'i 4' o.c. edge.4 field4
145 PLF
1126 0 64e.oic. 12* Doc.
32* Doc.
unbloCked (Table 47 1). te 1 2 6elo
1:190 PLF
1/2" 1 .32i D.c. 62, D.C.
16, D.C.
T
1 dryas I I with 54 Cooler., nails f D.C. edge t field,
150 PLF.
We 6411 D.C. Doc*
120 6 OCO:
T.,0locked (Table 4T-I 1. See note 2: be-! ow.,
1 300 PLF
1/2, 1 32' Do to 4 0 o Co
o4ce
drywalf:vith W Cooler nails -4* Cc. edge A f i0d
.175, PLF
1/2' 56' o.c. 8' a. C
32" a.c..
blocked (Table 47-D's" See "Ott 2 below.,
I 350,PLF
:112* 24 C
D.C. Do
oC*
stacco, byer. paperbacked: lath w/16. gauqe staple.s. at
190 PLF
112' 1 56' D.C. Be oic.
320 D.C.
6e -D.C. Wtop I bottonplatts efte. Of shear pa I IV, 'and
1 360 PLF
A/2' 1 24' oic. D.C.,,
16" Got..
moo ew,ts, viols: 0 F, 1989 or it.318 Aug. 1"61
or 11254,Sep. 1987) See note 3 be too.
1/0* stu'cco over6paperbacked lath w/16 gauge staples at
325 PLF
1/2' 1 32* o.c. 4* Doc.
-.16" D.C.
Doc. at top bottom plates 0, � edge of sheir *4119 and
1 650 PLF
412* 1 161 o.c. .2.5* o.t.
Be D.C.
6 'D.C. field' (ICBQ reports. 11823 Nor. 1989, or 11318
Aug. 19804 See note 3 belowo
10",
3./B*� Struct- It plywd with Od nails 1 6* o.c. at edges and
264 PLF
1/Z' 1 32* D.C. 60 Got.
D.C.
120,o.c. field lTable:25-K-11. Set'n o_W 4 below.
1 528 PLF.
.1 o.c. 3* o.c.
Be Doc*
Struct 11 ply#d vith.6d n i 1 Ile o.c. at Odq t�� and
'a
384 PLF�'
1/2* Doc. 40 o.c.
120 D.C.
fiel*dATS'64.42,54.11., setnote 4 6.beldi.,,
1 766 PLF
314!" 1,240:o.t: 20 o.ci
:6 O.Co
'318"' Struct I I 'PI Y04 with id hails I Io o.c. it edges and
492 PLP.
'AW 1.20" Doc. 3.5* o4c...
so G*Co
�12* 6.c. field (Table ?5,.1.X'_l)'�.See, 6
note 4 4 6 below.
9
1 84 PLF
Ull'� 20* o.c. !-3.50 Doc.
so cote
3to,"Struct If plyod wi:th`9d nitils' 2* o..c. at edges an 4
636 PLF
4129 #Abe D.C. 2.5e.00c.
Be D.C.
12" e.cf field iTable 254-1):.% note 5 &
11272 PLF_
V4, 160 D.C. 2.50 oic�
D.C.
�yvd with:10 -20 ooc. 'it ed s�. and
1/20 Struct I of 4 Nails 0 4e
170 fLF ,
3/47 1 -240 o.c*. 4' D.C.
be ooco
-KA)': SO
12 D.C., field fTabl#�25 note 5 &.6 below.
1140 PLF
3/4" 12" Doc. N.A.
'4� 06C.
to SECTIONS HAV I NG HE 16,01 TO LENGTH RATIO 11 EXCESS OF. 1.5 TO .1 SHALL BE BLOCKED fSHFAR WALLS 2 THRU 51*
7o:,..ALLOVABLE SHEAR VALU8 RUST BE. REDUCED 501 FOR SEISNIC LOADING*
36-�, tATK TO BE USEM ODAVIS WALKER! PER'� 1:18236 OR *KEYWEST WIRE* PER, ICBO #131BASHEAR WALLS 8 & 911
'VELKI AND z+110%4:910: 1,4190: K-LATH TREE ISLAW STEEL* PER IC80 #1254 tSHEAR- WALL 8 ONLY).
4-+. ALL, IDGES-AF PtVVD SHEAR. -WLS'.-HUST BE: BLOCKED VITO 71 SOLID+BLOCKING ISHEAR WALLS 10 TM 12)
5.�:POOVIDE 12121'011 31: PLATOt S16DS. t - BLOC '� t SERER ISHEAR VAL
XINS: AT PANEL JOINTS NAILS SHALL Aw, 'TAV LS U I t4l.
6,% WHERE PLYWD- IS APPLIED 09 BOTH'-, FACES: OF THEIALL, AN041141i SPACING Is LESS THAN 6` O.Co' ON. EITHER SID'Et: PANEL JOINTS
SHKL K, OFFSET TOTALL OWDIFFERENTIRANINOXIBERS OR FRANINS SHALL� BE 12)21 OR W NONINAL OR THICKER. AND NAILS
Z
,ON,EACH SIDE SMALL BE STAGGERED: (SHEAR 4iLsll I i "RU. 141
1'. -INDICATES SHEAk WALL SHEATHING APPLIED TO+ 401,� SIDES OF THE 1141.1.1, 1'— IKDICATES.� TWO ROUS OF SILL NAILING;
-ED -OK,,8019 SIDESAF,�
INDICATESIV351,11STALL THE #ALL.
t146
job NO.' Show NO
FROM THE -STREET. FIGURES MUST BE 4,10 HINIMM IN NUUMI UP A WILVA 16URIM1111rfu W
4. All anchor bolts to be 1/2" diam. by 10" spaced at 61-011
THE BACXGROUN0- (941011)
OX. or less. Provide nun. of two anchor bolts per piece
of'sill plate with one bolt located w'thin 12" of each 10. PROVIDE AN 11,13VMNAT0 PLOT PLAM-OF THE COMPLEX AT EACH DRIVEWAY ENTIWIOCE. (8,41001
end of each piece.
11. SPECIFY.LIGHT FIXIUR&$o AT EXTERIOR DOORS* WHICH PROVIDE ONE rOOt CAAOLX.OfLl.��4
Do Framing
AT GR3Uf10 LEVEL. (80,2109K)
1 . All
lumber per grading rules 16 Doug. Fir (Hem Fir studs)
WAIL WAYS I PASSASE'SI*AvS Wthl" MUIPLUDWULING COKP
124 EXTERIOR i1UST BEIR
2. Lumber grades as fol-lows (unless otherwise noted)
WITH.2S FOOT CANDLE Of LIGHT4. (8-'Z109L)
be Ams 'no. 1 -D 67 4
posts headers afters, f loor joists and 'top plates- 12. PARKING LOTS AND PARKING STRUCTURES OF RaTIPLt OWELLINS COMN EXES MUST SEMMO
r
WITH ONE FOOT CANOLE OF LIGHT. (90210,M)�
no 2 D . F:1
sill,plates- P.T..douglas fir no. 2 14. REQUIRED EXTERIOR LIGHT FIXTURES MUST BE VANDAL RESISTANT TYPE.
S tuds -
IS. WOODEN WAGE DOORS.MUST HAVE PANELS 5/16.0 IN THICKNCSSO (8-2080A)
bearing- to 8 f to stud grade Hem. Fir
16. GAME DOORS M01 TRAN 16 FEET Ift,WIDTH MUST PAVE TWO LOCXING POINTS9 (84A.C)
f rom 8 ft. to 14 ft.- no 2 Hem Fir
over 14 ft. 2x6xl 6 or 3x4xl 6 no . 2 Hem Fir.
HE W I TH MON-REMOVABLE BOLTS
17. SLIDE BOLT I ES MUST 8E.ATTAtAL9 TO THE NOR F RA%
non -bearing -to 10 ft. stud gr. Hem Fir
f rom 10 to 14 f t-+ no. 2 Fir
18. THE SLIDE $OLT "JST BE 3/80 IN OIAMETER. (8-20890),
over, 14 f to same as bearing- studs
er 19. WINDOWS AND SLICING CLASS RS MUST COMPLY WITH TEST! STANDARDS OF SECbOH 8-212
3 -All plywood shear walls to be ccx at ext ior,, std gr ply
SPECIFY MY1 AND MODEL NUKBER.,(0-209,A)
at interior unless otherwise specified. Block all edges
of Plv and.nail, interior 12" o.c.. at shear walls adjacent 20. LOUVERED WINWWS MY NOT BE USED WITHIN 120 VERTICALLY 04'6' HORIZONTALLY OOM AN`#
WALUBLE SURFACE0
to ope'n=94.,carry header into shear.wall 'and nail w/ edge
=TTINGO NOTCHING AND BORING OF STUDS
*ling.
nal
9 W4h
4. Roof sheath`n 1/2" -standard sheathing-gr. plywood panel $WUM 2517 (9).$ & 9
index 32/16 wtexterior glue w/ 8d nails @ 6" o.c., @ edges
W"WUMSa1SASF0LLCWS:
and perimeter and,8d,@ 12" o.c. field.nailing unblocked. _.W"�bxw hokm-Maxowm sze h*W. 40% of wkM
5.,Vloor sheathin 5/8 T&G underlayment grade ply group
go or
III. Nail wl 8d @ 6" o.c. edges and perimeter and 12" field 216 - 2Z iMel *a,. how
_%'--iWed holes In doub1e:*tud&--MaxWwm We kft in
60"
unblocked.
--�Of *WM. No MWO VW fto sooi"
6. Sill plates shall be-6",above grade or in. 3" above concrete.
mi 000W "PCs W to oww.
0 2 X 4 - 2.1* (2ile) dis. t0o
and shall be.pressu%,1treated. SbA
2 z 6 - 3.7,(34*toj &a. hoW
7. Roof sheathing to:be approved by -the building inspector before
IXTEROR VALLS Notch**_M"1ffWM aepm. 25% 0 *ift
application of roofing.. Ahb BEARING WALLS
2,x 6- 1.3r (At') d"p A00:h
8. All, nai ling shall confo.r'm to the governing building code and
local amendments,,,.
Vn*h
9 All jo
.ist hanger's,by Simpson..
10. Fir'eblockedwalls shall be fireblocked so that no space 90rW hokw-Mawnum Wo h". W% of wiM
2x4-2.1*(21W)d48.W0
exceeds 8 ft.. in height. 6 - 3-3'(3Wts") do&. Ww
lie All studs are 12x4 @ 16" O.C. unless otherwise noted.�
W0tCh*6--M4WWM depth. 40% of W9M
12.- All top platesi2x 2x4,1s with 4'0" n o lap s' lice.
P 2 x 4- 1 A*,4 i 3w) (w" notCh
asbianco
130�.Openings under 41 0".' hall have' 3x4 or (2) 2x4ls on edge headers. 2x6-22*(2vt**)awPnotcn
S
140 headers m-1
1/2," beari,ng.
1 rov' r ings. SU4 ftnw of sWd
5.�.:provide app ed flashing,around exterio open* fern&" &I noww CW W" sw be soww
wood without excessive So *nom-redo" $XOPWIW3 such
16'. where beams frame into:stud walls provide F.H.A. straps on top. 04TERIOR MONSEARING kWth, 9W*Ak5. Spht$, 0AC0b5#V6 3" of go". ac.
WA".S
17. The framing --contractor shall verify door'and window sizes
and clear all interior and exterior jambs.
18. Verify
Psize'.and locationfor built-in cabinets,, elec. panels with
04
FLOOR JOISTS
2 x SOL110. BLOCKING (EXCEPT J
-owner and"roucth-in openings.
WHERE ENDS OF JOISTS
.19'. Provide -backing for toilet.room acessories and fixtures, .4? ARE NAILED TO A HEAOER. BMD
0A Rim jOIST OR TO AN AOJOINING
cabinet work, sliding-wardrobe.doors, and others if required.
-IN STUD OR BY 0THEF1 APFROvEt)mEMS)
0
20.� Provide andinstall all anchors' bolts, lagscrews, washers,
"teco etc.
E. -Miscellaneous:
W
O-L
lo,:All.plaster�work,. drywall.,, heating, plumbing'. electrical
0i.
and all other work,shall conform to the building code requirements.
t
2. Plumbing and. e'lec rical drawings shall be submitted for approval
by respective contractors.
Iz
T4
L W" "r
AAC '4 A! �C"
F M
i Ri
S TL
U0 OR 18
1.1 Shower walls and. enclosures to be
two coats of Portland cem-
ent plaster over felt and wire r el' nfor cement.. to a min'.
ht. I of L 6" -above shower head. NOTCHES NOT PERMrTTED
WIT 114:MJDDLE
.4
Provide 12"X18"'accesS flow and waste,
panel to tub over
� L I . . I OV111tu "W.=i W.JM4W PRA." AWW
_VV r_o our. 1 ugh roof
XIM ide rarige venr a de air thro,
E , L" - AK 0. .'�PERMtTEb
In SPAN EACH
_�T E
OWN
24 X 34: PW OUAM IddW