HomeMy WebLinkAbout10148260.pdf9
WRITTEN DIMENSIONS SHALL BE VERIFIED ON
THE JOB SITE. DISCREPANCIES SHALL LOT SUMMARY L
4— PRIOR TO INSTALLATION OF ANY STAIR, THE CONTRACTOR / OWNER SHALL VERIFY THE RISE,
BE BROUGHT TO THE ATTENTION OF THE ENGINEER I RUN, HEADROOM AND THE NUMBER OF TREADS AND RISEkS, AND 'z)'HALL NOTIFY THE
LOT SIZE 45'x 125' 1 1 r7
0 Ir) TI-1 TWC' PrikAklj:�KI0CkA Ki nC AKIV WnDV I i F r__ Q NIFQ (-)�7 At\ly r`�,-Q,-Q!f2)AMr-!F-_ f-_t17TWC-FNI TUC- --1DAWINNC Akfr-� —T r__ Tf
'r f I /kI\ A' I' C-1 f-%'I" I iNOi t_� L_ 1— 1 1 f L_ t YSJ /A 1-1 /-1,, L_ Ic-L-u UUINUI 1
t- I AREA = 'j, v 4,) SQ, t- I ,
m
-MIUM fU (,UMMtNUtNl Ufb L)4 t'0NU IHt JUb:
)ESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH/'SLOPE)& STRUCTURAL DETAILS
CONTRACTO R,/O WNER SHALL VERIFY THE EXISTG FIELD CONDITIONS TO MATCH
KITH NEW CONSTRUCTION BEFORE PROCEDING WITH THE WORK. UNLESS THE PLAN
SPECIFY DIFFERENT CONDITIONS. DISCREPANCIES IN DRAINiNGS OR BETWEEN DRAWiNG�
�HAI 1 RF PFPOPTPrl Tn THP PN(INIPPP /f-lP,-tntjP'P OPUIP TO QTAPT TWC' sr' Q
o. CONTRACTOR SHALL POST THE INSTALLATION CERTIFICATE (CF-6R) FORM AND INSULATION
CERTIFICATE (IC-1) FORM IN A CONSPICUOUS LOCATION OR KEPT WITH PLANS AND MADE
AVAILABLE TO THE INSPECTOR,
CONTRACTOR SHALL. PROVIDE COPIES OF THE CALIFORNIA GUIDE 10 HOME COMFORT AND
ENERGY SAVINGS. CF-IR, MF-IR, C-2R FORMS To THE BUILDING OWNER.
fR TY'LINE ;6'-0- HI
WWI
REAR YARD,--\
PROPOSED
2-CAR GARAGE
A= 546 SQ. FT.
m
A
(4 2 4:1
z
''I
, CH, H � 'TI ) I I -
EXIST'G, 2-CAR GARAGE
TO BE DES, &ISHED
A= 345 SQ.. FT,
ONI 2
4:12
I T
TC H H
PI3CH
PROPOSED
2--Slo RY , ADDITION
1 st
FLOOR
A= 289 SQ, FT.
2nd
FLOOR
A= 1, 118 SQ. FT.
I AL
T OT
A= 1,�07 SO, F-T.
EXIST'G
I I -STORY HOUSE
A= 1,051 SQ. FT
FRONT YARD
EXIST DRIVEWAY
EXIST'G PORCH
A= 27 S Q FT
EXIST'ING 1 -STORY HOUSE = 1,051 SO- Fl.
EXIST'G PORCH
08
SQ,
1`7.
EXIST'G PORCH
27
SO,
FT,
PROPOSED 1 st FLOOR ADD. =
289
SQ.
FT,
PROPOSED 2-CAR GARAGE =
546
SO,
FT,
PROPOSED PORCH
35
SQ.
IT.
TOTAL 2,056 SQ. FFT
LOT COVERAGE 36%
EXISTING 1 —STORY HOUSE = 1,051 SQ, F-1.
PROPOSED 1 st FLOOR ADD.= 289 SQ, FT.
PROPOSED 2nd FLOOR = 1,118 SQ, FT.
TOTAL LIVING AREA =
2,458 SQ, FT,
F.A, R. = 43%
EXISTING 1—STORY HOUSE
PROPOSED I st FLOOR ADDI TION
E7-
PROPOSED 2nd FLOOR ADDIDON
T
a.
0::
rM--
1 st FLOOR PLAN
SCALE: 1/4"=1'-O"
/-I I U I- L U U F\ r lLtN-N2
SCALE: 1/4"= l'-O"
'72"02" TUB AC SS PANEL
2X.-WOt�NOI A SORBENT MAT.
IN
'SL14L ,.0WER WAMII L S
ALL SHOWER HEADS To
BE "LOW FLOW" TYP,
01
9
WE
m
I
0
cr_
IAJ
0
<
Li
V)
<
<
C)
<
<
Z_
L0
V)
0
<
Q_
0
0)
<
0
w
<
C)
Li
m
<
(n
(n
ui
:2
uj
Z
0
z
Li
<
z
m
CL
w
0
z
z
0
0
. .......... .
DATE
FEBRUARY, 2005
SCALE
AS NOTED
DRAWN
BY:
M.M�
SHEET
A-1
F.A.U. IN ATTIC:
-- DOUBLE JOIST BELOW TO SUPPORT F.A.U. UNIT.
- LEVEL PLATFORM /NON COMBUSTION FINISH
SEISMIC BRACES, OR ANCHOR UNIT TO PLATFORM
- LIGHT, SWITCH, OUTLET
-- CONDENSATE DRAIN SMALL TERMINATE AT AN
APPROVED PLUMBING FIXTURE
SHADING DIN d..A 9ICES-
EXTERIOR: BUG SCREEN
INTERIOR: DRAPERY STANDARD
FRAME METAL
TYPE DOUBLE GLASS
GAS
40.0 CAL
VENTCALCULATION:
2nd FLOOR AREA= 1,11 / 1 D=74500 44 =1,071280
B DORMER VENTS (2 "x 12"= 13S �1=1,BQ 1,C)73.2
NET FREE AREA
2--CAR GARAGE AREA= 3 /1 =2.3 x1 00=331.2
DORMER VENTS (2 "xl2"= 13 )4>331.2
ET FREE ,AREA
VERIFY NEW PITH TO MATCH
1 12
NOES:
1. ALL WATER CLOSETS TO BE "LOW CONSUMPTION„ E.
2� ALL SHOWER MEADS TO BE `SLOW FLOW" TYPE.
3. TEMPERED GLASS DOOR 0 SHOWER/TUB.
4. TEMPERED GLASS WINDOW 0 SHOWER/TUB.
5. ALL NEW WINDOWS S AND SLIDING DOORS SMALL, BE DOUBLE GLAZED
6. SLIDING GLASS WINDOWS SMALL EQUIPPED /LOCKING
DEVICE AND SHALL BE SCE CONSTRUCTED AND INSTALLED
THAT THEY REMAIN INTACT AND ENGAGE. WHEN SUBJECT
ME TES SPECIFIED
-� T T SP I IN 16371- 16732.
7. " MAXIMUM FROM FINISHED FLOOR TO , SILL FOR
EMERGENCY EGRESS FOR BEDROOM.
. THE EXIT DOOR DUST OVER A LANDING NOT MORE THAN
1/2" BELOW THE THRESHOLD
. UNDERCUT BEDROOM DOOR BY 2" FOR WARM AIR CIRCULATION.
10. PROVIDED SMOKE DETECTOR 11 GV. MAID TIRED WITH BATTERY
BACK-UP (SMALL BE INTERCONNECTED)
11. FIELD VERIFY EXISTING MAIN WATER AND SEWER LINES DUE TO
ADDITIONAL PLUMBING FIXTURES.
12. PROVIDED FLUORESCENT LIGHT TYPE AT KITCHEN AND BATHROOMS.
1. PROVIDED 2"x " STUD t 1 "x O.C.
(ONLY AT PLUMBINGWALLS)
14. NEW BEDROOM OUTLETS TO HAVE ARC FAULT PROTECTION
INSULAALL LSRK HALL COMPLY WITH THE FOLLOWING
CEILING = R--30 CODES INCLUDING LOCAL AMENDMENTS.
WALLS = R--13 — 2001 CALIFORNIA ENERGY CODE (TITLE 24, PANT 6)
FLOOR = R-1 — 2001 CALIFORNIA BUILDING CODE (CBC
2001 CALIFORNIA PLUMBING CODE (CPC)
SLAB = R--CI 2001 CALIFORNIA ELECTRICAL CODE (CEC
/H = R--12 - 2001 CALIFORNIA MECHANICAL CODE (Ci C
SAtTA ANA MUNICIPAL CODE S Cj
N:
LIGHT' E,GM T CLA`Y'L ITE = .' / SO. FT.)
OVER 30# FELT, OVER 1 /2" CDX. PLYWD, TYP
-ICBC #3523 4$xl2'
,-- DORMER VENT
N:
LIGHTWEIGHT CLA"YLITE = / SQ. FT.)
OVER 30# FELT, OVER 1 /2- CDX. PLYWD. TYP,
-ICBC`1 #3 23
PROPOSED,EXIST':: 1-STORY MCCISE
SOUTH ELEVATION
SCALE. 1 A == i -03
LIGHTWEIGHT CLAY; ITE = 5,9 / SQ. FT,)
OVER 30# FELT, OVER 1 /2" CDX. PLYWD, TYP,
-ICBO #3523 4'x1 '
DORMER VENT
12
4._
7/8" STUCCO
t
Ll 2 -CAR R.3 OSED
GARAG
7/8 STUCCO �
F77
s
Rx
r. s
PROPOSED EXIST'G ROOF"
-STORY. ADDITION
r i w i
PROPOSED EXIST .G 1 —STORY HOUSE
—STORY ADDI #`ID
1 "x " VENT 1. 'x6' VENT -
24'x 1 "
}
VERIFY NEW PITCH TO MATCH
E IST'G ROOF SLOPE
TOP PL.
A
F,Fl
UNDERFLOOR ACCESS
E
LIGHTWEIGHT CLdAYLITE = . / SQ. FT.)
BDQFING'. N 0 R_FH ELEVATION
LIGHTWEIGHT CLAYLITE = 5. / SQ. FT,) " CORROSION RESISTANT OVER 3 FELT, OVER 1/2„ DX. PL Dr TYP.
OVER 30FELT, OVER 1/2" CDX. PLY D. TYP, SC>At._F: 114"=l � C METAL. MESH ("OVE I G - � IGBO #3523
VER#I�Fry�Y PITCH TO ` C E f, IG E� � �a 1 1 VERI Y NE PITCH � r�i`CH
G ROOF SLOPE 12 1
g _ VENT � �.. 3ORi E VENT �{iSi°G ROOF SLOPE
DORMER �
DORMER VENT DORMER VENT 12
q
1 a
t I I
i,
t r
e
` t
p �g y�5 _
S;t ±34. ii 6 CJ EJL:e�.±-
`'
I
f'
�.
t
F 7 STUCCO..
PROPOSED '
1= _ _ 12 1 _.
.PROPOSED _f ° w �; ,� . 2-STORY ADDITION �
"
EXIST G ROOF 2 STORY A# DITIO }
' - t ! a n t F �� ! _y—^--`S` %.. �`"`� "' .i
di I
LJ Ia^s,1. W L. J ir�v 1 L,0
EXIST'G 1--STORY HOUSE Z EXlST'G PORCH
F.F i _�O
{ i
uJ
0
0
CL
{�C
Ld
i ® _j F
C'' 1 Ld
$i(
s
oF>rssJ,,�, l xi
c�
LLJ
ExN 4� < C)
7-001
i,F 4
I
0
cr. zzTZ
a
0
ca
DATE F'EBRUARY, 200
SCALE AS NOTED
DRAWN Y; M.M.
SHEET
S!MpsbN-,-]
Stronq-Tie Epoxy -Tie
insert
V
F,',efr,U,ie, p:ji— CO,",Adqf�- ozr,` f
2-;< 14iot nozztc is free 'I rd
i3pcn5e o! E"y'oxv--
� 0 ") I c cncck )y off e d S�
rpoxy w;`hurdcr, hu-ster a n,� o", cvute
cr pncsut
A t j c"y nf, jp
pf� pe�Wu,! 4 5
r ; r, - , , , " - f-1 " J� �
K V
4
d"
4
L
e
dust left h6,e M )f
of "'.6, ud
FOO'nNG DIMENSIONS
DESCRIPTION
WNW — 5 WIDE x 24" DEEP CONC. FTG W/2#4 T & 8 + 3 TIES 012" O-C
•
A.B.
@4'-0"
O.C.
MAX.
W/2
1/2"x2
1/2"x1/4"
STL.
PLATE
WASHE
5/8-0x12-
A.B.
03'-0"x2
xi/4"PLATE
WASHO
5/8"Ox12"
A.B.
02'-0"
O.C.
MAX.
W/2
1/2"x2
1/2"xl/4"
STL.
PLATE
WASHE
WRITTEN DIMENSIONS SHALL BE VERIFIED ON
THE JOB SITE. DISCREPANCIES SHALL
BE BROUGHT TO THE ATTENTION OF THE ENGINEE
PRIOR TO THE COMMENCEMENT OF ANY WORK. I
FOUNDATION PLAN
SCALE: 117'=777
m
I
21 —0"
0
SCALE: 1/4'*=V-0"
0
GLI
m
I
Ew
IN
(A
0
Elf
0
SCALE AS NOT ED
A-3
0
REVISION BY/DATE
I _ DIST " " EMBEDMENT IA
HD2A „ 12„Y,
12" HARDY FRAME HD5A 9p,
my...,.......«....e,.. HD6A 5 1 1 f 1 6". 1 8" «7/ 81B vY,.... j-If
...,... �..,6�
POST (SEE PLAN HD A 1 1 /16" 24" � �S" � � � � "
PD 1 1 /1 " 24" 3/„ 2 x4 STUD
. _ 16" ac. , " STUCCO OR L 'D.
} 2"x4" PLATE WHERE OCCURS - - "x4" STUD 1 .
" 24" A.B. D2A / .. / " x1 A.P. O.C.MAX.
2 2x OR 4x SEE PLAN) 2"x4" F'.T. SILL MSTA 30 TI PLATES I
PLATE P.T. 3 1 /2„ CONC. SLAB HOLD DOWN >G.I. FLASHING
SILL PLATE PER PLAN WEEP SCREED F Y, r
SEE SHEAR ...
1 2 �. _!�
1, BOL S AS PER SIMP. CAT 1 �,. E r�
66 to to
PANEL SCHEDILE i .� III. GRADE ����
7
-IMIT4 r AT. 9f � A f tf 68f —it9 Ett 9!f— 3Is I3
gg � REPAR EMBEDDED '
I " ( 1 3 3t. INTO, ', 3/4°' C,> LONG 4" Ca°IPACTED FILE
iAS
t
HOLE FILLED ,% 'EPDXY
s
mSEE PLAN) —CONC. PAD I GLUE -� � 2
to
f T
RK 1S3 0a� l i VISQUEEN BARRIER , ,
1 "x3" (E C _ _ Iceo 4943
t
PLATE HER 2 4 T SEE PLAN �' MIN. " ` 2 " � ,
SEA P PLUS Tl S 1 ' o.Cs ` FOOTING LO ER RCTTo C IST' F.T'G EW F`�"' PLAN }
FOOTING FOR CLEARENCE31
A /N, A r-N A Lij
N.T S. "LD"WN D ETAI L N. t .. t Q.T.S. NI.T.S.
HARDN" FR ME D" Fri -A I L H U/
:D <
NEW E XIS T'G _j
2"x4" STUD 016" O� C. CAR I
4"x4" POST ONLY � � UJ
UJ
HERE HD OCCURS
LI
, HARDY FRAME RW--13 INSULATION- „ , � 0
1 / CD . T&G PLY D. SHT r — 2' x4" STUD = 6" 0,C`
j $'�}E �Fkj j� (I-F --7 12 7 `) I � {�._..._.�.`..�.._5J8' CD , T& PIS SHV j�j f�d @6 10 O.C...�
SPLICE SSI/`: A � � f .�.� S � ,mi„o-„ `, Y �§'�1 VA.i a'"�V**p t lJ At 4t
SIMP.� N IUD /1od 6',10' C.C.
PLATE P.T 4 S CDC. T 3 i P.i.2 f 16
a� j , - F',€. 32J 16 2 `x LEDGER
/10 06"10 16d 06" C.C, fA Y ,, - 3- 16
� ,-_-- 2x6 F.J. 16 O.C. , ,>
2 °x6Y, F.J. 16" O.C. 4 x ` .� Y 2 'x6 F.J. 16' 0,C. 1 I Si iLI TIC iv
„ , x6' I LCIC'C 08 C.C. N <
() R
FA R I N LiS-__
x6' P.T. SILL
�� 'WHERE OCCURS
z �
` » i ttrl,
WEE€ SCREED
F�1s��t i
X**t
.. A3 C
.... N � ` r' HANGER �.
t
x " AD E 1 P. Im I FIB. CI E._ 't MIN.
S4 s
SII PSON EPDXYTIE � :. "x3"x /4' TL, PLATE
14„x6 GIRDER
#C1 o ' 494 2# T 1 °/ "" I NAT. GRADE "� � �'co
s 3 ? 2Y, T °P. I j ,' 1 ; 2"Oxr 2" MIN, A.B. (SEE PAN) '� I
CL
% g cia _ 3" CLEAR
SEE Pik+ 24 T6
DETAILNEW BOLT INTO (E) FVG N.T.S.N.T.S. EXTERIOR FU U N DATI U 1\4 N.T.& FLUUR Ju"IS! C"U" N N. N.1
I
"x6" GIRDER
1'�BV EXIST' _ f
IL
4"x** POST (SEE PLAN) 2"x4" STUD 16" C.C, - PLAN)
6" CD. TC PL D. 66T EA. SIDE POST,EEi
SH � G W/ 1 C ",10" PLYWOOD _. 481x " POST i9 Ci T f
CS 1/2" CD .. PLY.
g^� r tY EY P,#, 32� 16 t R- 13 `• INSULATION v_ _. 10d 6",1 D„ O.C.E S11T,Ccl
+..�:'¢ C€.. s; ,. t *.7 3�� L�Ld. I Y t L? ,a`.. �' STUD d ' O.C. 3 piss �`LJ JS.. 4 C%.V L., ! gY4i, „i� t 1 sL?
10-
F.- , P'. ,o tt �—y. ��q ,I 3 LL i„l3.3 x # :.d �✓. S.e.. Y, 95 !F
P< , 32/16 � � x6 LEDGER
/3 16 16 6
,� P.I. 2/1 /---�- 2 xF.J. 1 O., �E� F.�, 1 �" �.�.
2"x6°` F.J.Yt O.C. . ' I II s ILL
2t'x6", F_JI t 16" O~ C. (E 2"x6'� F.J. 16" O3 C, /2-5 i8" T HR DOLT- I
R 1 D INSULATION1
4 x6 P.T. SILL )HHER OCCURS; __ 1 ._ I $ G
o Cf
(SEE PLAN) M.
' WEEP SCREED F _ � " f� f # (E) 2"x P.T. SU C
sFPS° EPDXY TIE ET.22co 1 3/4' B �,
w.
6T EA. SIDE _ f
2„x LEDGER A I A 4 T6 «o
-161 16" C.C, i IIAI�- It
,
. I " MIN. 3 i 4%4" POST _— (E1 Ct�I�CRETE ��g�Essl N
HANGER � I � � � � _ _,. FIN. GRADE -= � � � *� qE
4x" GIRDER , FOOTING 1
/"x12" MIN. A..
I ... i 1_ A 3 . SIDE
NAt . GRADE - � W/2 1 2 x2 R %2 x 1 /4 PLATE WASHER � „ t, � � `�--
I 1 ,, AND # 2" o SILLS S 12 MIN 1N. r � � � �� {pC�} m
(SEE PLAN) !. f . SEE PLAN �..,
2"x6" PT. SILL � � _ LLJ
cc < €
_ , / SEE PLAN Exp, June ..
SEE PLAN 3/ 16"x3 1 /2" z
" CLEAR 16„ POWDER DRIVEN PIN
S',�• CIV4L �'� e
.v_ SEE hl -,--IV 2 4 T W/16 CA. WASHER �TF ®� +CAS-� < <
F LON 0" R J I S T C"N 0 N N N.TS. 1`__'j0ST FOU"TING DETAIL ---JIER DETAIL
I.T.S. FDT 10 N L N.T.S.UNDERPINNING i.... N.T.S. 86
NOTESFOUNDATION , [-
_.. SOLID BLOCKING SHALL DE PROVIDED AT ALL HORIZONTAL
I R WALL PANELS." 2320.1 1.; - -� HOLDO� NS CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE Ai " " I (� >I
�3IC�NTS � L - �,
APPROVED PLATE WASHERS; AND HOLD-DOWNS SHALL BE __.__.� 2"x4" /A34 EA. SIDE 1 �`2 PLYWOOD x4 STUDS 16 C.C.
-- THE FOLLOWING APPLIES TO ALL SHEAR WALLSWITH A SHEAR TIGHTENED JUST PRIOR To COVERING THE WALL FRAMING. I � � , s .. , .
VALUE GREATER THAN 300 PL.F, ESE WALLS SHALL, E CLEARLY m�� � "x DOUBLE PLATE -�- 16d t 6" U.C. -`�
1NI3 NTIF1 D ON THE PLANS. TABLE 23- 11--I FOOTNOTE 3. � H LDOW HARDWARE U L. SECURED ITEM" 4" CRIPPLES 1 " �.�- `�
E Et a � 4 S" CDX. T C PL D. SHT'C d
PROVIDE THE: FOLLOWING: G I PLACE PRIOR T FOUNDATION INSPECTION � � Igo E� S 4 0.�
3x FOUNDATION SILL PLATES. A3 CLIP 25119 "X " N i sEt ✓ / A 4 SIDE INTO F3'G I 1 ° YY 1 a�' C),C .
�- HOLD-DOWN SMALL. DE: RE -TIGHTENED JUST PRIOR TO COVERING THE ALL 25293 T 2
b x STUDS ADD - BLOCKS BETWEEN ADJACENT PANELS, FRAMING." 231 . ..E HD'S 481 � 1 3 1/2" COC. St AB 2:Yx6" F.J. 16" O,C.
2 152 �.�
" YA _ �, "
i 2 EDGE DISTANCE FOR PLYWOOD BOUNDARY Y' NAILING., E HEADER 4 T . a.
ACHR LTS �-II*,. �.� �I�r � METAL rl�l� 11 " --�� ����, . _. _... TO 8' SPAN^m
d STAGGER MAILS IF NAIL SPACING IS LESS THAN 2 O,C, SAS I R SPACED MAXIMUM I F 4 APART. � �. I ON - EE IF V PIECES
24949 ti .... lip tf - , }, a DATE
: FEBRUARY 200
r�t4 JOIST HANKERS � ��.� �st ; 0, ,
co
� � �„, +v C+^ < ., A CORNERS,
e +a OPENINGS
- : ...� _..,._.�.....,.v.._._. t � .�....... .m-....... I ¢�
SQUARE PLATS WASHERS SHALL E USED WITH ALL. NICHOR. �-- ANCHOR BOLTS REQUIRED AT MAXIMUM OF . 2 FROM C R DERBY OPENI 23t� 6 2 4 T D
BOLTS. TABLE 23--11-L AND SPLICES ` D6.6 � ## � #
�., 212Lr 1 � i Ft=ZI LIN 3 � . 11' � � � _ S ffi AS DOTED
RETRO BOLTS
6 '� DOLT-2.5x2. x 1 / 4 3 4" BOLT -�- 2. x2. 5.x a 16 - �DOWNS.
PLATS. I-1 1 �.. I-1I:.,�---�--�- - -� � ISFL- aM.M.
" BOLT--3x3x5 16" i" DOLT -' 3. x .6.x3; - 2315. .6 �-° SEE FOUNDATION PLAN. ICE1`RO CLUE `231 S
� � .�.. �..� �w... .... COPAD � � °�
SHEET
- I SHEAR L NAILING SHALL UTILIZE _ 2"x � TRIMMER � " — " "
ALL DIAPHRAGM D A L I - A C RROSIO RESISTANIT WEEP SCREED SHOULD PE PROVIDED AT CR COL.UMN CADS 22D 6 2 x WINDOW �� � x� 1�� 1 c�.�
COMMON MAILS OR GALVANIZED BOX." T2 -11- 1--1 1 - ' FIE I 1� 1 �,4 l I� TE 1 ICE 1�11 AIL EEC Ei�l k FaFUI GALS ADD "x " UBCRIPPLE 6" 2'x4' - PLAT.
SEE PLAN
_. FASTENERS FOR WOOD STRUCTURAL. PANEL SHEATHING ON {
SHOULD E PLACED AT MINIMUM OF 4" ABOVE THE EARTH OR 2" ABOVE COLUMN BASES 2461 � SEE E' Lfi
SHEARWALLS AND DIAPHRAGMS SMALL E COMMON NAILS PAVED AREAS 2 C �� � A .. WALL FRAMING
1TFI FULL I I�t}S BLESS OTHERWISE APPROVED. F'F€131 E1 . SST"I BOLTS 2S 4I N.T.S.
4- PROVIDE SPECIAL INSPECTION FOR ALL SI IPSS N; ET ERE APPLICATIONS
(PER ICIC 494 I.T.S. 0 OF8SHEETS
2 V-0"
I
SCALE: 1/4 Tl= 1 t —0
-
F-SH"EA R WALL- SCHEDULE -
SHEAR ROOF / FLOOR DRAG TOP PLATE BOTTOM PLATE
SPECIAL.
SHEAR
MAX
WAIL DIAP11-IRAGM STRAP CONNECTORI WALL SHEATHING CONNECTOR
HOLDOWN
INSPECT'N
VALUE
SHEAR
15/32 (.t)X. PLY, A35 016. O�C� 15/32' CDX. PLY 16d 06" 0�c'
"
MST37
221
285
W/Rd 06",12" ).C, W/Bd 04,6" 0,C
15/32" "'DX, PLY. 15/32" CDX. PLY.
A35 016 O-C, 16d 04" 0.4.MST37
315
7
w
W/8d 06",12" O.C. /8d 03-,6- O.C.12
It 3 15/32- CDX, PLY. A35 016' 0,C. 15/32" CDX. PLY. 16d 06" o.c,
M
279
285
W/8d 06-,12- OJ"'W/8d 06",6"
�QNK/—A
A 1, I5/32" CDX. PLY. 15/32- CDX. PLY. 16d 06" O.C.
W/8d 06",12" O.C. A35 016' O.C.� W/8d 06",6" O.C.
1 3 7
ms'r
279
285
10 t 109/32" CDX, T&G PLY. A35 016* O.C� 15/32- CDX. PLY. 5/8' Oxl2' A.B'S
HD5A
250
285
W/10d 06",10' 0,C W/8d @4",6' O.C. 04'-C)" 0,C.
19/32- CDX. T&C, PILY, 15/32" CDX, PL'Y, 5/8- Oxl2- A.B'S
1 1 W/10d 06",10- O.C. A35 016' 0,C, W/'8d 02-,6" Q. 02'-0" 0,C,
HD6A
F43 0
480
L
1 19/32 CDX. T&G PLY. I_JA35 016* O�C- 15/32- CDX, PLY. 5/8" OxI2" A.B'S
1 *112
HD2A
290
370d
W/1,410(i 06'10' 0.c, W/8d @3",6" 0.c, 03'-0" OC,
'C'DX, CIDX. 5/8"
19//.312" T&G 15/32" PLY. Ox12' A.B'S
3 A35 016, 0'c�HD2A
04'-0" OC.
129
200
W/10d 06".10" &C W/8d 066- O.C,
19/32- CDA. PLY. 15/32- CDX. PLY. 5/8" 002" A.B'S
1 *14 1 A35 016" O.0
3481
370
/10d 06",10" OC, W/8d 03",6- O.C. 03'-0" 0ac.
19/32 Cr)X, PLY� 1`5/32 C[)X� PLY. 15/8" 002- A.B'S
15 w/lod 06"'10" ac, A35 016" 0,C
W/8d 04",6*' O.C,
HD2A
237
285
19/32" CDX. PLY.
16 O.C. A35016" OJ11 HI*78"02 7//C'-')" (2) 7/8"Ox24" A.B'S
0�
1/10d 6�',10-
1462
19,50,
Z; 3 z 57
USE 3"x4" PT, SILL PLATES
22"x4" STUDS
rHE FOLLOWING APPLIES TO ALL SHEAR WALLS WITH A LISTED DESIGN LOAD GREATER THAN 300 PLY:
DROV' E 3x SILL PLATES F0 SILL_ R SILTHAT REST ON CONCRETE OR MASONRY.
'D
PROVIDE 3x STUDS BETWEEN ADJACENT PANELS, IF IT IS NECESSARY TO USE 2-2x MEMBERS BETWEEN
PANELS, SPECIFY 16d NAILS WITH STAGGERED NAILING, AND SPACING NO GREATER THAN THE REQUIRED PLYWOOD EDGE NAILING
PROVIDE 1/2" EDGE DISTANCE FOR THE PLYWOOD BOUNDARY NAILING.
PLATE WASHERS ARE 1-0 BE USED WITH ANCHOR BOLTS.
5/8" BOLT— 2,5x2.5x1//4
3/4" BOLT- 2.'/5x2,75x5,/l6 -1/8" BOLT- 3x3x3/8
BALLOOM FRAME
4 - 1 6d @STJ D
� -I
2 x BLK'G
K6" LEDGER W/
11 6d 0 STUD
STUD
S
6-1 A C-C
L
HANDRAIL MUST BE 1 11/4" TO 2" MAX.
UR'USS SECTION AREA D f- - SIGNED 20 LASS.
FOR LATFRAI - LOAD 1 1/2" CLEARANCE
& PROPERLY SECURER TO WALL- 11�1 15�f
t I
c :r-
2"x BIXG
x6" F.j. 016
J.B. HANGER ----
II
0__5/8" TYPE 'x"
I GYP. BIRD.
0
m
5/8" CDX. T&G
W/10d 06,10
"--2"xl2" F.J. 016"
2-2"xl2" F.J.
J8 HANGER
5/8" TYPE "x"
GYP, BRD,
r- 4" MAX.
3-2"xl4' STRINGERS
R
(2) 1 -x6- PLANK
", '4" -"LYtD 3/4' PLYWD�
TREAD, '�
READ & RISE
5/8' TYPE x"
2
'FT
STi�,I
R D ETAIL
SCALE: 1/2"=1'-O'
U3
z
1:2 VI4N:r
0
cl�
0
CL
m
I
0
z
0
Z
0
DATE FEBRUARY, 2005
SCALE AS NOTED
DRAWN
TABLE 23-1 -B-1 -NAILING SCHEDULE
or box nailsbe used exceptaF
Mis spaced at 6 inches (152 min) on center at edges, 12 incheIi (305 min) at intermediate, supports except 6 inches (152 min) at all supports where spons are
more, 1 of wood structural poet and portidleboord diaphragms and she
casing.for *a# sheathing may tie common, box or
Common or deformed shank.
,'Deformed shank.
Carrosion-resistant siding casing nails conforming to the requirements
spaced
t edgeson at ,...a wpports
sheathingroii&V rWs with (I I m) heod onif I 1/2-inch (38 min) lano for 1/2-inch (117 inni) sheoWN and I 3/,t-inch (44 mm)
length for 25/32-inch (20 mm) sheathing conforming to the requirements of Section 2304.3.
jroffosim-reisWnt staples with adn" 7/16-inch (11 nint) ciown oed I 1/8-incl (29 foin) WAffi for 1/2-Inch (12-7 min) sheatwq wo I 1/2--rinch (38 min) length
Poriel supports at t t of pone. unless otherwise
on *inchet;at
1!"ariel supports ot 24 inches (610 mm). Casing or finish # spaced
2.CE Parallam PSL Headers and Basra
Allowable Design Stresses
(100 Duration)
E,- 2.0 x tray
w
r#.- 2 a)cor"Preem
t
._,.
tto c, €
_.
to rtrin s ,, a'Z900
to wMe face of stvnds ry 290 v
- r
(1) For 12 . For F';�
(2) f�, *hoo not be ow4dered for 4twation of load
Allowable Design Properties
(1 % Load Dur€at€Sill)
1--3/4" 2.OE PorollorrPPSL
enercal Assumptions for
�, €v°
Non -Treated l arcalfa P aL
a-1/4- ta.�t/ " 11-1/4 11 7 14"
t {#f i#rs) 6,214 6 18.965 9, $
- Treated, aatay.
-Loterols at and 24' oo-center
_mai of istrx ae 115 t25 244
oximv .
7;7
lengtho am based x .* boonng stren
of 750 pef.
2--11 / 16" 2OE Porallca P L
-No camber.
Property
--Ta rr 4-7'srci de r
1s" fD"gn
9-1/4 9 tf2"ft-1/4 1 7/8 4
accordance tote code
sci>ts ss, • 1, i s �� s�«
--a-314*xa�° s 3/ multiple PK--
,�"x 28" r ire
m_x! _ k t .1 t.s .r. _
moment ai 9 oil' t 75 i 32 314 475 8't 5 917 t .W5
.__.
"ems 17 fair xn rrs cs
tfad h4 8-Ca _._. ° 777__5
iQ 11.8 aa.4 15.3
iCBO ER-4 79
3-1/2" 2,Cil* Par€alkir'r1'PL
LARK# 222
R tf4 9-1%2" it Ij i1 7f 14"
�f
"3 �y� 4 i
1 Its tit �t�ts 94t#55 _
pC 1 # � 1 �3 �. � ems.
e �
_ _
s r 6 28C3 6 43fl € 7 6a ' 8 e138 s,475 tit lt25 12,180
aer rt # 1aer4ke , 23i f15 �� 1,1 1,701
oapttx
Dovign property
/4 R tf3 11 1/4 i1 7/8t 14 s 18"
t%^_ 2CM 2� 4 744 i s ail
_ 4.645 .11,4 12. 14,Ziia t s z4a 1 axis
t tt
n 37 823 1 21 1 782 2,652
a.
w ht 15,2 15118.5 ti1.5 234 20.s29.E
7" 2.0E PoriallarnOPSL
Design,Pr� --„
1/y 8�tf * 11-1 4 II-w?rr 14' IV is"
F {f8{i8. ) 24,8W 26,115I3;iMO � i�54.325 60,005 87.=
..
12,620' f2„ - 15,225 116,ti7e0 18,045 21,658 24,360
art are.5w $31 7? 1,601 2,389 3,402
e3i ##
30.6 3 39.4
j
g_80GEWERAL
a
«. Ty':
otea one or moftf
-
Single FY*.. �
AddW . .
?`X?�
v
j Plus Addition
c�taat kslab Floor
Number ol Dwoft O
Number of Slonew Raised Flow
.�+bra.v.+'�.,..x.;..-.;.Aw�,wxtt'.rs�.... �a�.,�..- ........xzz,. ...,..�-.cx«..�aw',.caa^''z..-•._sm:...ucs
,Type Orientation
t
Yesd i
_.. _Awvom.,.._.:,_.,. [ 1
sk ...A..,. ,.. ............... ...:_.........Y�N,yr�:Yy}". ,. ........._ ..,....,.._. M._ _.u..p�
0 1
y�-.:._.,...__,
y}qy,
Qi
"2 [j
_ m
D
R 4 `
{
a ;
�
1-1 /4"f1a MAX, BORED HOLE
NOTCHES MIN. 6,-0.* C. I- 1/2" IN.
i 1 /2MAX',
10" MIN, 10' gild.
1 /2 MAX.
1-1 /4'x 16 GA, STRAP W/6--1 Jd COMMON NAILS EA. END 0 EA. PATE
(STRAP NOT REQC D FOR SILL PLATE)
2x4 DBL. TOP PLATE
,
2x4 OR 3 4 SILL P a E S3 .
2%1 MAX. BORED, HOLE 2-1;/2-MINA
NOTCHES- MIN, 6>-0., O.C.--
1
2" MAX.
a
P r
' 1-1 /4'x 16 GA. STRAP w/8-1 Cad COMMON NAILS E.A. END 0 EA, PLATE
(STRAP NOT REQ'D FOR SILL PLATE)
-i
6 DBL. TOP PLATE
2x6 OR 3x6 SILT_ PLATE SINS.
NOTCHES MIN, 6' --C" C.C. `7 3' �D f AX, BORED HOLE 3-1 a /2" INS
1 /2" MAX.
- 1-1 / 4"x 1 GA. STRAP w/ 1 1.. 1 COMMON NAILS EA. END . PLC, I E
(STRAP NOT REVD FOR SILL PLATE)
2x8 DBL. TOP _PINE_.__._.______..,
I 2x8 OR 3x8 SILL. PLATE SII .
FIGURE 23--z---"'f-1
Mandatory s h k - Residental Mow i of 2 MF4R'
�DESCPjPTIIONor~WA liieat
Nwftums
1vpp�
s t t3'15G(a).R-tt4(rp�5
............ .. .... ......... .. _ �. ..........- .._. ..,...._..._.........
xx
z..... .„... .......... .....,_...._.e..-........._._.-...,......_ate. ,_.....,-..._.. .,.., ..,..,......
a
€.H... 4. '. 046 g
-I
i j Yi Fi� iriQf+$A�f3. 048Adtlsl'1E'}}f64'1$�ti�'�[1 QdfW�t k1pY�jkB�Xi`2a $�
�.
..
f z �4Qfi�7'� #' MeesF St>ntmte -
9 t, b.
y¢$y¢$
i '«. 4'1�f�. t%fflffiSAf Gigpi {
,..;
$ 150{f1, $ 4xafilPs ke SWAM t8II vetlrtAo
z 6
c ftd�%:der �td�ergr� i �
{S#
4
t
f fin. ft g „� H Sp,; P @.,
SPaCe YSUM
x
w.,&._
S3fi i lsow ifBM$$ x
f
t 7 C�i9i11iJS$i 9�P.�1'I�N�'�`&C$il'�4141 Q;.Tblaii�glXk%j'.�1
2 F 5eel': of *ft vioftwtto Wk. twew :. {R-oat' ')
3. 8#ck�.q+t#gidoa Sar "•. u+ .. i7r9f P�4n5G11pKiilRl�1185Mt �4�
"
i
s
{ 6': opow hobw oepese E 4
l
x:aRaex isomer tic i
GENERAL NOTES-
1 Provide smoke detectors in all bedrooms and entrances to bedrooms. see plan for location,
2. See Detail ---------- for cord spices and detail P,_,n------- for shear wall drag struts.
3. An approved Seismic Gas Shutoff Valve will be installed on the fuel gas lute on the down stream side
of the utility meter and be rigidly connected to the exterior of the building or structure containing the
fuel gas piping. (Per Ordinance 170,15) Not required for existing dwellings, or apt's.
SHEAR WALL NOTES:
4. Stucco and/or stucco with veneer over a plywood shear wall will be waterproofed with a minimum of
2) 15# felt underfayments.
5, Only common nails will be used for all plywood shear walls and nail gums using "Clipped Head" or
"sinker" nails are not acceptable.
6, All bolt hales to be drifted 1/32" mire. to 1/16" max. oversized.
7. Douglas -Fir (Group 11 Lumber) Pressure treated sill plates will be used, Engineer to be notified for
redesign if other species sills are, delivered to the site (or are part of existing building).
€l. The fallowing applies to oil shear walls with a listed design load greater than 300 PLF;
0) Provide Sac sill plates for .sills that rest on concrete or monsory.
b) Provide 3x studs between adjacent panels. if it is necessary to use 2-- x members between
panels, specify 16d nails with staggered nailing, and spacing no greater than the required
plywood edge flailing.
C) Provide 1/2" Edge Distance for the plywood boundary nailing.
e) Plate mashers are to be used with anchor bolts.
" bolt-Zx2x
i
`23 16 5 8" bolt- 2.5x2.5x1/4
�
3/4" olt-.`2.15x2,75x5/16 7/8" bolt-3x3x3/8
HOLD DOWN CONNECTORS
9_ plate washers are to be used on the back side of the HD post. See 6e. above for required sizes.
10. l-It? anchor nut to be tightened just prior to covering the wall framing.
11. Provide Deputy Inspection for hold down anchor bolts in tension, Unless the lower design values
allowed by Table 26-E for bolts in tension are shown on the plaits as the design allowable HD loads.
12. See HO straps detcail--,_ ..-for number of mails and framing member sues. Seedetail---
MATERIAL
SPECIFICATIONS
13. Plywood: Product Standard PS 1- 3, Douglas fir --Larch, Structural I "or CD )
Particleboard: ANSI A20. I-1989. Mate: Particleboard must be protected €rosin moisture.
14. Wood Framing members. Douglas fir -Torch Notify
Engineer if other species of lumber are delivered to the site or are part of the existing construction.
15, Steel: Structural steel ASTM A36, Structural Pipe ASTMS A53 Cif 8, Tubing ASTIR A 501.
Reinforcing boars ASTM A615. LA City Bldg Dept ficenced shop required for shop melds.
16. Concrete: Standard 2500 psi concrete. 3000 psi for Grade Beaus and caissons.
1) Soil: 1000 psf as per L.ABC 1996 table 18-- -A
2) Diaphrogms-. Plywood., Product Standard PS 1--83
Douglas fir - Larch, Structural 1 (or C DX)
3) Pa; t i1cle boord° ANSI A208. 1 --1 989. Moisture past./required,
�, r r- �-hca wall will be
4} aterpr;koafing, ad�uuo and/or stucco mi.;� ve tear over a p{y=:vr>�ad � .. � is
waterproofed with a minimum of two 15# felt (grade iD) underpoyrnents.
5) Steel: Structural steel ASTM A36, Structural pipe ASTM A53 Cd 8, Tubing ASTM A 501
Reinforcing Bars AST ,
6) I..A pity Building Departrnent licensed slop reefWir=ed for shop welds.
7) ,Lag Belts: Provide lead hole 7 % of threaded shank dt a.: and full dio. for ,smoceth shank
portion. Soap, paraffin or other approved lubricant shall br used on threads installation shall be
by sc:rowing not h ar-nmerir g. Care shall be taken to avoid over torque bolt.
8) Letter of Certification from the supplier shall be required at the time of, or prior to, delivery of
the materials to the job site to assure. the materials comply with table 21--D,
g) LA City Building Department Licensed Pabrs`cotor required for Clue laminated beorns,
structural steel.
10) Carton{,sous inspection required by a Deputy Inspector to all new bolts into existing
foundation.
11) Stuccos shear wall shall utilize self furring, galvanized nails (having a minimum 11 go., ; -112„
long, 7/16" diameters head, and furred out a rain, of 1/4") to attach the loath to the shads. Staples
shall not be used.
2) All diaphragm and shear mailing shall utilized COMMON MAILS.
13) Plate was"ers are required for all holddvwns.
Z
I
0
UJ
C
0
�
CD
LAJ
L0
LIJ
0
001
It
m
C3
W
Of
_7)
0
DATE
a
FEBRUARY,
2005
SCALE
AS NOTED
D
;
M.M.
SHEET
A-8
OF 8 SHEETS