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YAP. AA-
SL.Vpr:
Switch, at 4V, unless noted otherwise
+ Provide M aj�provedsmoke detector oA/or
Within Ir Mti{fng
Switch, Three way
• Comply with ttnnufactur<rs specs as to
fltotAndfastal eon
Receptacle, at 12" unless noted otherwis,
. connect to 12OV. with battery backup
Receptacle, 220 Volt
• Detector 44sound anakmaudiible
In allsleepiag rooms
Ab,#:x Rtctptacle, Ground Fault interceptor
Oup
Rteepraole,Waterproof
l}ght, ceiling Mounted�x,Au'w►�
It
Light, Wall mounted at SV,
kibcrgiass Batt. lnsulzaon ax perspecs.
unless noted otherwise
* Providit imulatian R 30 typkw at ediAgs
0
junction sox,for fan andlor
• Ptvvide insulation value of It 13 typical
Aliextedorwalls
2 circuits -double switch
w ri
FIuorescent light
N pd'
Telephone jack, at Ir or 44"
wall co voriAgshAil be ceuteRC plastsr, rift
# Pw
Televisfou jack, at l2"
OrAPProved eguA to 70 Inches above drain
At showers or tub with showers Materials
14
Push Button
othertNestructuralelematsshailbe
Moiaturo Resistd+mt. Glass tnelosm doors
0
Chimes
and pandsmuat be labeled Qtegory 11,
Swb*dooroutwud Netaeaofabowcr
t'
Exhaust Fan to outside air,
5air changes per hour rninimum
ReceptorshAl be not less then ko24 sq im
Of Door area, and not enoompaea3oinch
Dinmter ckelt (807.L3,2406,2407,sad
♦
Smoke Detector -
PC412.0),
10
Thermostat
rClo$etS (toflets)
The4ll
use no more than is pitons per gush: ;
Nisi'!%w AM+'
AM�ikN�1M iT" } 7�M!'i
DATA, MAP, .FLOOR PLAN SIT PLAN, NOTES
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. L19MIN0111AII�
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CIT� M44
SA.NTA ARIA FOLIM DEPARTMENT
RESIDENTIAL SECURITY REQUIRE BNTS
1. Exterior swinging doors must be solid tort, t 314" thick or with panels W16" thick, (8♦210.A)
2. moors leading from a garage Into a dwelling unit must be sold core, 13184 thick. (8.210,13)
3. Specify that above doors be Equipped with deadbolt locks approved by the Pollto Dopartmont (8.210,C)
Specify mak4 and modal number. �.y,�,,r a h`0 cq 4-po'-04,.
4.. Speolfy Hush bolts with 618' iMbcdmont Into head tad threshold on Inactive leaves of fxtetlor doublo
doors: ($ 210,11)
S, Olezlt g In oxtorior doors or within 40" of tho latch must be tampoted or burglary rosistant. (8.210,P)
6, Hinges for outswinging doors must have non♦removablo pins. (8-210,0)
7, Sirlkepiatos must be 3112" long, sotured to the jamb with sotews 2 112" In length. ($•210,H)
8, Front axtorlor doors to be agulPPW wit 180• door viewers or oloar vision panels, (8.210,1)
9. fdaoh structure must have a stroot addross or other #dontiffcatlon which is visible from the stroat. Figures
most ka V minimum In height Of a color coatrastlng to tho baokgtound. (8210,K 1)
10, Provide an Illuminated plot plan of the complex at aach driveway entrants. (11♦210.1(2)
r
11. Spooffy light ffxruros, at cxtarior doors, which provide ono foot eantlfa of light at ground level.
12, Ex1411141' walkways, passageways within multiple dwolllng complexes must bo provided with .2S foot
oandlo of light. (8.2.10,M)
13, Parking IOU and packing structures of Multiple dwelling oomplexos must bo Provided with otta foot candle
of fight. (8210,N)
14, Requi ad exterlor fight nxturos most be vandal rasistantrtypa.
M . Wooden garage doors most have panels 5116, in thickness: (8.208,A1)
to, ttaraga doors Mora than 16 foot In width Mast have two locking points. • (8.208,C)
M ,Sildc bolt 44011t1)110 most be attached to the door frame with non•ramovabla bolts, (8.208,D)
18, The slide boll most be 319,10 diameter, (8.24,D)
19. Windows and sliding glass dopes most comply With test standards of sotjlon ii.p. Allcolk Mako and
modal nuntbor, (8 2(t9,A) .. • .
20, 1♦ouvored windows may not bo used within 12' v41114411y or'6' horizontally from any walkable surfato.
21, All skylights shall be provided with rated burglary taslstanl glazing. (8.210)
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REVISIONS f BY
fIDAT16
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0
A00 14 1`AiCli t4)4-'W1i�.r*
ftAcrja 14� okit-IeD OR
NarcHwo "Rod Tmm
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4 -1 Co 4 WA4"
TH14i QV_-'1rA4 14 "01' 'W t,� U�aO W4 VrRkX'CURA1_
IVAI-i- Wl THOWT T144 AFt#04VAI. 019 TH14 XNQti&--f49,
f?lt.Ara NOTCHING
VIALI, TOP, PLAI!Eo
11F 11. #,# NOTES AND PLIPOL4 ON 0 ,
21 AU. STRUCTURAL PLYWOOD SHALL BE OFPA GRADE STAMPED WlIH I -AILS, ALL WORK NOT
OVER GENERAL NOTES AND STANDARD DEI
AMERICAN PLYWOOD
EXTERIOR GLUE AND AS SPECIFIED BY 1HIZ ONSI]iucicl) THE -SAME AS OTHER
ASSOCIA11ON, ONLESS NOTED aftRM$E, DE717AILCO OR NOTED SHALL, BE
or TI'IE $IMILAR WORK SHOWN IN DETAILS-
S SjijA tipgLAD, OUT IF PLACLD ON
3, ROOF FRAMINO:� AND- SHE AIHING SNAIL, BE INSPECIL-W PRIOR -TO
PLACING OF ROOF. CONSTRUCTION MATCRIAL ED DESIGNED
FRAMED FLOOR$ AND ROOFS. LOADS SHALL NOT LXO -14
N0*11-�';, IN ULU 01" 2X f3t.00KING, NAIL 2X 4. S11.1. AND PLATES RL NO ON CONCRE*1L. OR MASONARY $HALLOADING FOR SUPPOpTINO MEMBERS, L. BE
SHAM W/ 2--zed EACH RAFfFR PRESSURE . TREATEV DOUGLAS pijR,
-ILADS AND'NUrS BLARING WOOD tA-IALI. HAVC METAL
.6. UOLTS, I "CAL-11'"Ol"NA 1_1`�AMED ROOF Q &L WASHER$ PER SCHEDU14 001:f HOLES IN WOOD $HALL 5147 DRILLED
1/32 -TO 1/16" DIAMEUR LAR004, THAN NOMINAL'borr DIAMETER,
1. ALL POURED IN PLAOL CONCRE IE SHALL HAVE, AN U01MAIL COM-
)O'PSI, AND -A AIRDRIED
6. PREDRILL ALL lioa's r-IOR LAG aWfs, if,- USED. PRE$SIVE SIRLNGTH Ai" 28 DAYS OF2P,�
OE41TY OF 150 PCI'
A R, T M '0-150
-,1WE. V AND CONFORMINGTO`
$"law
N0TF**S
�!E N-LRAL
STR U c L LUMBPI�
1, ALL SITiUCTURAL WOOD MEMBERS $HALL BE I'llE BEST SELL01ON OF 1, •CONTRACTOR SHALL MD VERIFY AIJ, DIMENSIONS AND EXI$IING
RAVI R DOUGLAS FIR 'PER WOLA GRADING RULE No., 16, UNLM NOTCD CONDMONS PRIOR 'to STAR'TING WORK, CON11RACTOR $HALL NO11FY
TfjF 'Rs I�f OF ANY DISCREPANCIES OR
"C&IFORNIA" OTHERMSE. LACH PCICE OFAJU44BER SHALL QRADE MARKED, , oWNL. P10ENTKOVE
PIAWD ......... INCONSISTENCIES.
PCR PIAN -a) 2" TO +" 'IHICK, 2" TO 4* WIDE: "SENT THE FINISHL-D STRUCTURE.
LIGHT FRAMING & STUDS .......................... PARAGRAPH 1210 & 1220 2. 'I'llE STRVCTURAL DRAMNOS REPRL
METHOD OF CONSTRUCTION- THE
IIJEY 00 NOT INDICATE THE ME *ASURE `CC I
tag tucr%r: cat, 4) 2" TO 4" DACK, 6" AND WIDER: CONTRAOTOR SHALE. TAKE ALL ME IS NL SSARY TO PROTECT
STRUCTURAL JOIST AND PLANK ....................... *_i, ...................... 1234
TH� STRUCTURE DURING CONSj,,RucjjON, SUC14 MEASURES 51-IALL
INa) 2" TO 4" 11-110k, 2- TO 4- WIDE: INCLUDE, BUT NOT BE LIMITED 110, BRACING AND SHORING FOR
$
STRUCIVRAL LIGHT FRAMING ................................I i ..................... 124b LOADS DUE To CONSTRUCTION EQUIPMENT, CONSTRUCTION LOAD
OF MATERIALS, ETC.
2x CONT :1-- -41)4 fro, 1. ms0*jw,, - d) 5- AND 17HICKER; RECTANGULAR BEAMS AND STRINGERS ......... 130b 3. DIMENSIONS $HALL. 'CAKE PRECEDLNO * ovui 5
"SHAPEOV/ 4;W40, ow�ojwow. 0) ROUGH 08 $URFACL 6xb AND LARGER; Pos'r & *nmtjLR .......... 13ib L GALCS SHOWN ON
I dd 06110c I DRAWINGS.
2X 8I_K'G' -'I- a DRAVANG$, 00 NOT SOALC eu 1 1 'TAKE; PRFCIZDLNCL
POO— 001M m kv-0 0" ok-to wk
SLT 'A AR Ds
3. CONORL FORM TOLERANCES $HALL OE WITI -IIN THE - 8 I NO
ALL NAILING SHALL'OE COMMON WIRE NAIL$ CONFORMING TO THE OF THE AMERICAN CONCRETE INSTITUTE,
LAILST EDITION OF THE U.B.o, WHERE AUTOMMIC,NAILING 15 V5LDf
NAIL HEADS $HALL, NOT PENLTRATE, PLYWOOD SHEATHIN0, 4. ALL REINI"ORCINO STLEL, ANCHOR 001.4 0OW&S AND OTI,Wk INSCRI"Si
TC " LOCAL
CONNECTIONS L $HAI SL -D IN POSITION AND INSPEC D BY THE
PLYWOOD o0of 414T46—� 7 ISTE-1) ARE 141RIMUM PERMISSIPLE. DETAIL GOVWN BE I'CUh.
Zit RAFT484, 444 KAN -OVER SCHEDUIZ, OUILDING DE.PARTMENV INSPEVIuR rKluK TO Imr. rvvj%11,4v vr .1m,41
CONCRE7 L-
TOL
FOR $129 0 SeAW"Co JOIST TQ SILL OR olwx NAIL EACH SIDEq .............. t-3-43d
rtlywa=� 115�� 1"'_L1A111i_ r IW06414 1011.m,14-. NO • PIPES OR 'DUCTS SHALI. Bl". PLACLI) IN STRUCTURAL 0ONCREIL
.004or- ULK W/ 4) UNIDOINQ 'COTO JOIST' OR, RAFIER, TOE NAIL EACH END ........... 2--Od
m UNLESS sPECIFICALLY DETAILED,
-4;�ww w NP SUO-FLOOR . SHLAII-11NO, AT ALL OEARINGS;
FLOOR 'S
-VEL 'COOL NO'
jig UTAOU IX6 08 LE'SS, FACE NAIL ........................... ....... 2""ad, ONCRE"IL LA13S VARIAIION FROM LL r MORE
u IHAN 1 /8" IN. TEN (10) FEET. if
1 X8 Oil WIDER, FACE' NAIt.,. ..........................................I I ..........
7�7r .2x BLIND OR FACE, NAIL ...................................................... 7. All. LXPOSEO COANERS OF GONCRETL $HALL 13L CHAMI`w�
4 2. j6d UNLESS NOTED OTHERMS14. - 1) i
ja�-f6) MAW
0) SOLE PLAT1410 jotsl* OR OLOCKIRG, FACE NAIL;...'16d. 0 ld*ox,
WI TOP PLATE, TO STUD} o END NAIL"OUNDATION ,
-6ril r_SI1JD. TO SOLE PLA-11-:, TOE NAIL .............................................. 4--8d
1,914 VLAT1 W V I I.. I
el-AT9 'DS FAQV WAII IN IVIL A0,5ENCL OF A FORMAL SOILS REPORT, MINIMUM VALU145
4-164 ego OLOC 4j5wr_K-ri4I r 1 (1) DOU13LE M; 11 P%A ib 9A" , -I ,
REVISIONS BY
FI
_A,
I•I I * I , 11, 1 11. *—.1. ... to V. I I "R U.B.C., TABLE 29A & 0, $HALL APPLY. ALLOWABLE SOIL
1�1 16 1 0 PL
0 PAKII Wwaw O�GVW 2x 6,1`11VO e lcplx
ab h) D'OUOLL TOP PLATE% FACE NAIL ........................... *to*16d 0 16"O.c. DEARING PRESSURE - 10DO P,%F. BOTTOM OF ALL FOOIINGS
a ftotf SHALL BE PLACED A MINIMUM OF 12" BELOW LOWEST ADJACENT
1) COP PLAI'LP; LAP $ INTLKSLOTION% FACE NAILI ................. 216d
94 STUO WAW- GRADL,
W4,
CONIINUOV$ HEADCR, 2 PIEC&S EACH SIDL ............... 16d 0 16'o-0,
-10[- MAUI FOOTINGS SHAU. BE POURED AGAINST FIRM, UNDI$11UROLO
2,
C['-IUNQ J014TS Oil RAFFLRS, EACH BEARING TOE NAI ........ - d
NATURAL SOIL 08 ENGINEERED COMPACTED FILL AS RE QUIRLD
'$HEAR 8LWG 1) GONTINUOVs HEADER TO $TUDP TOE NAIL ... #....
ROOF BY A QUALIFIED SOILS ENOINEL
COUNG JOISTS, IAp OVER PART11IONS, FACE NAIL ........ #4.0,31641 DURING $V IE CLEANING AND. SITE EARTHWORK OPERAIIONS,
NAIL ............. 3-16d CO"iAOTORN$HALL DETERMINE It' ANY FILL, EXCAVATION OR
CEILING JOISTS TO PARALLEL RAFTERS. FACE
13URIED FOUDATION$, DEDRIS OR STRUCTURES ARE *ON SITE.ti
000 0 N 0 hm RAFTER TO *(of) pLATg. -
COE NAIL ........................... IF ANY SUCH ARE FOUND, OWNER'S REPRESENTATIVE SHALL Si:
M Port • NOTIFIE D - IMIMCDIATELY.
P) 1* BRACE TO EACH STUD AND PLATIZ, FACE NAIL,-* ............. 98d tl
q) BUIL:f--UP CORNElit STUDS ............. "... ................. ; ....... 164 a 24*0.Q. 4,. ROOF AN0- AREA RUNOFF AND ARLA ORAINAGE SHALL BE r
4AK Wka MW9;
,
mf�� OW, WITR ICU e tox -mmasw-
N
41- .011 MIN.
Ww�
F
. � c� ,�• MIN, •I x� �.�'t�IN �.��' � j�IM��.���
m
w �L .15r '10� Ucl�
V,4,1. U rz
14AIL:1�7_
-------- ..........
w
W44, AT INTO
2 x *Lor,�,WO NOTCH
jol*T AT 2 o; 4
1
.4 C<A0. 0I,.0aK'6
to/WdATIV".•OR
6IMIQ69PN A40
ANr,Ho" 0 240 o-4.
IN949AP 4* pLK'C*
ATTIC;
2 )4 AT
240,0.0. FlooAT
aN
FAtC.4A 00
poUt *.Jw 2 x 4 T010
(4,ATe, 1�919 PLAN
FOR 6?00019 NAIL'4
"1"04,11411 0
W0. OCAM (49 ELAN)
UIMP40ji 1100 GAP
WPI V05y (act fLAN)
DOM
ACT: 4
P031
410f 'aw
#
PW fl"Qw
PLAN "EW
NON 4EMWO IWAM
. ..... 0,00
WIN Pop Afo F I F mmolp 0041 *101 1 11
DIRECTED AWAY BUILDING FOUNDATION,
r) JIOST OR AAFIER'To sll)t*.. Of, sluDs. I
I I 'i 41 w
UP TO 0" uwal .............................. ,
STF17L
I. FOR CACH AODIIIONAL 4" DLL 11,1 OR LSS ....
CLIUNG sTRIPS, 1. All REINFORG' 0
ING BARS AND TIEz- -HA11, C014FORM TO A.S.T.M,
IX4 TiUNDWiSIDL OF JOIST, LACI-I BLARING A 615 GRA01, 40, W.C.5S NOIED OMERVASE.
ONE SLANT, ONC, S`nj AlgHT..... to 0. .................... 2-ad
2. All. UETAIUNG, FABRICATION AND LRECDON OF REINFORCING-
2X: TO UNDERSIDIii,' of., joISr, LACI,l BEARING STIZEL* SHALL CONFORM 70 40-1, MANUAL, OF STANDARD
ONE sLANT. ONC. 81RAIGHT...' v
'2x 9 61cowt,♦ PIIACI10E FOR DETAIUNQ REINFORCING CONCRETE STRUCIVges,
RK MAW♦
V.N RY 080014D GYPSUM BOARD
NOTE, USI� SIRONGHOIJ) ANNULA
CLI
AND PLATER CEIUNGS
+ STRIPS SUPPORTING PLASTER RE INFORCING $HALL 'HAVE MINIMUM CONCRE-11--, COVER AS FOLLOWS:
001 NGS SHALL BE WIRCD IN PLACE IN ADDITION 1-0
4- 4� 4
NAILUNFORMO SURFACE�; CXPOSCO TO EARTH ............................... 3-
4- 4 NQ, �?
W
"D SURFAC&$ EXPOSED 'TO EAW61 OR MATHER: t) BVILT_U MS. FORM14
ouiiq 0PLIC19 Qt4 - ... w •., " , I I I, , � w L I
•w No, 5 AND SMALLER ...........
2XIOw LIf: $S; STAGGERW AT TOP uo-ITOM ...... 2od a No. 6 IHRU No. 18 ................. .................... ........ .................. 2m
OX.
$LAE)$ POURED AGAINST EARTH.. ......... I ... ...... #. I".. , 2
4IL> AT ENDS-
♦ -to ... ..... 4"', ...... ....
16 w f LAR04R. -STAGGERED.
1/20fVI'LV2X1AND . "
)O•
w®r
n�zlho
1. WASHERS S1,I&1. BE USED UNDLR HEADS AND NUT$ OF ALL. 000's
BLARING 014 WOOD, TI.jr. WASHERS LISTED BELOW sHALL fg- USED
IN THC FOLLOMII0 L00A`11ONS4-
MUDSIU. TO FOUNUA11ION
b) WOOD LL GO AND CAI?S TO.'CONCRI,`3E. AND MASONARY WALLS
01,1, m Ow 0%110 mwo 1 ON mm 'AGAINST 2X MCM6ER *IEN 2X ME 406R IS BOLTED TO A HEAVIIR
MEMBER OR 1$,'USE D TO MAKE A BEAM
STANUA
RD CUT WASHERS -MAYWE USfnD LLsewj, UNIJ.
"D ON DiE DRAWINGS JERE `SS
0 0 01, lop 00 0110
NOTE
OLAI
SIE-LL'WASHWS MAI-1. IRON
z SIZL -SQUARE
ROUND ROUND
N
2X'13LK
1608"O.C, #VZOW,64 rp A
Typ- RoorsHira rJ
rw
PER PLAN Rtt1 j 4
04S NNI 760
2x
PER #
2x
_2X WIG •of
SHMPANCL 04dO.C. R?r MIN,
on to
-- - 2x STUDS 016"O.C. RA
W r�w? 0 PLYWD
S" -to PHO OR Pao p
grAIL WALL FINISH
Igi
! }` -;
PER PLAN It"AMAW 6XIS'11ING FOOTIND t V,
4 CHIZQKI� D
o 01
1 0 D
SOLT M f
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SHEAR TRANSFER
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