HomeMy WebLinkAbout10150459&61.pdf\
- I
q
I
E
�
- "
—, __ — -K-- 5 - 4--' 1 1 1
- ---,.,—,,
1 —
I
I I
, I
� I I I �
�
I I
I .
�
I i I
�
� I
i I i I
I
1 �
i
, RK A T-- -,` " f kr,ri� z rr + �
I I
. ,
K3 Fl.
I �
I
-
I
I I
I
. � I
* I -, I
r ,�� I
� ic,,: I - I
,
'� �, I
- �1 .__ <"�! I!t
_Tts I I I r_1 . - .11. I - � If -,
- Z
:-7--,--:--_ _7 �
:I-,, .,
_ — 11 , .11 - . _,", , _,,e 1
P7 __
I ip,
�13 - '-,I "", '� -i
� _�p, � 1�- '', -k,�� "
, _�'j , jl�, 1_, I � 2 "" ' � " "" I - � ��,'� , , - -
_ � 'r �,' 11
. f�i,',"".'��"EC_,�, "��,%��,�W.,�v ,",-i -
I ,I
,
1 f,_`� ng - - r- � ,�
- V� j�,�,
i Al��,c�*��-�P'll"�11-1,1�;"�'I �,,,q�-z, "L"�!�,�,�,�-,i,�r�-3,,,'�'�L'�i","'�'r",;'�,
" 7 f� , ',' �'-,'4'��,b-'4��- u " il" A. - 6 , j �OE� , _ �� , 1, I i I
�
, ! ;,
T
I I
I .11
I � P, 1_1 q
10 11R� Flllk !_R� 14 I -I r "I I 1� 11111 _7 ,,-, ,� � - -- - - "`K`,�
� , ,K �,',','�K I
�f'-;" �7A�,,)' F!QiR
,
t �R5 �,, , - 111�,11 �" �_ � W4tG jf,71 ,,� � li� _ .
,� "", �� o
� e,� ,.i P� v
I �,,��,�,�,-�'�"",-�,,,�--��,�,-',,� `
, �
114�, ,wo-� ii�,� P�' �,� ""v- , ,,,,,,,I,-","",,-�,��,,�i��,-, -t ��,,�,�!, ',,��
Z�,� �� "'e2 ,,, "y" � , � � " , , ',�,� , � 'L.
, " _ �0 P-1 I f
a� all fl%,�'V, fl, �z b ,
i,
jr
�,.e"', , , - , , vv,��� ... �, ," �', ,,�_� ,�,, � I
u4k-4?W'1.,1',"Z9 Ul� 0,',,.�'.,10 f0i,VdA ',,','v � � k G i v � ,� 4 � " �� s S � Z, P" f, ,� 0 rn ih a I
� 't sir,.
Of Sana'Li ,,',�unz i
� I
I 11
I
A 1
,, �� I ,all 0 i
, , L 1_� 1,
i�N-IeU_L
, "I "I I If Isr I C �" � , � I
I , "
b0 h0ld 'io,psvni, m t � an, , `fthillel'll b"Omman 0 any
, 11 ""j, Wi,7 CAR ",urolla! Cq — 1-i f
1�_
Pr0,visWsn,_s ci! ANY Cit Or �'bmmwe C-,F SIN"ita ��_wm, I
�
�
I I
� ,
I I-
r11,4-
11 1I-
, -� -__=___4 1 1 1 ,,, . 19
/ - " , .,,�": .. .. : i% I I I Ii_ . ,,, k �.�f� � I I -11 I
I , � R I C- ...... �--"--*���l—,,-.�,,-�""."—�,,—,,�,-,,,"', 111-11-111""', , '_� - �: I - .. �� � ,
1*� � I ___________._ —TI � Da 0
__ - , '� -1 � nuuti,opic by �, I
./ r1l. .. "" ,.,, I (,t)' '�L
- � -1 T ,,)-7 ��
I ,� ?` �� I
*
/ '"I � - 11 �_ I " I
I �__�� :; I �\ � i'l ':' 1, 111i, z
, I
\ � � 11 !" �
t I ,,�,iizl ,
i I F - - .1 -1 I 'I — 7 � I
� � '
I
11 ("
i I 11`1101 C)HOwz '11_,'11,`_"1' , I
�i � -.1'���,,��ll,",-,�ry�.-I�,�,�:- ,� [' ,-,j C(-i) � 1, '11�t�f I IN I f 1 V71 ,,01 tt� ,,�, p,,,
/ -7 \ I ". k--f--�__ __,,111 I'll i�',� 4 9 k,�� � ve,0�3 "'t
I , 1— 1,1 - , ''i r'L. I M.3 I I I - 1-11, ', -1, "', ,,�'��,,, , �., v . TA i;%,,mm-
� � , . ,
I � I ' , - " 1. k,
� �', - "'. ;�� , �
4 � LJA 'I -_ -v" 1' R,-`d_;,,� A,, �`,' il , cn , � ", " -
I \ It / 1� , CH� ; I . � t r_ �, i�,Vj , � , , , .,
I I ",-- ( _,,J '11�_ 1
-� � "'N" " _(_ - , , " I
.
I , � � I 0;; f ; ', '' ! , _ , ,; � I �. I
� � - ,-1-- ...... �� , I ,� - 1� I �
I i : , __1"`1�,1 �
, I T, � 3 �' '! 11 ------ � -I'll,- 14_k� - � I � ; � I it' b mi�i I � 1-1-1 7__11,'1__7__ "" -- �
I " 1", j C _41) I I � , I Date Issued ,Q__'-�nn_,__ 11 , - I —
t , �i � , . " -1 I i � I " `C- - ,�,7 " � 7 � , f ��, '----- -- ",,", , " - ___
� � I'll I 11 I , �_, � ��, � I I -! 1�� � ", " � � � ,
I I + �:�!,' - " I I � - .�', � � _-, , _ , ", __ � : T ---
� � , I I - , , , - "', __ " 11 I '--,— .. ���
'\ I � ___ __ , . I ,� � , - %, :", - , , � — -
� IF 11 �,�� " f � �5,�
I ,", , , !�� , �
A 11 I J! I ; "" -1- �14_1 - ...
, I ,; i � , , 6 1, , ,111
I " � - ' �
. I , � I I
,
I - ", )` �
1, fl, �
� -,_I . ii, f I I ,, I " , ,� � - I I , 1:1 11;_ 11
I t i-�� ------ �', -, (' ----:) � , , � -
I . I � I zo t I 11 I I., I " i I f I - ww/!� u�
, I
I ( ) [ ,
-
i kl� I //I I i ` i - � _11
I
� _� -.,-i - i __ -_--_-_'___ 1 � t 1i) rl> I
� 11-1-- I ------ _., _ i ) s �
, 7— � � i�4 Z, �� I I .1", _!�, , 74,, �--:&�!7- __` . 1�', i
i I i i \� , � f , , ," . - -
1 1() 0 �� \ r!A)
� " —,---- �_'_" �'_ I '� - ,
I ,� �� __:_��'�. __'__�_1___. I -
� 11, / 301� 7- =�zr-t I ?,.
i � �.",tl`4 I I "
__ '' � I 11 p / I __-, ' I
� - 1 > I : I
t ,� i 11 � Q�r" L 7-
-
I I , i
� Av,t � I � I
� I' ^f__1 � I �', 1, � i 0 �
, I
I �,� � ", I I
.
� � _J 1 i
� "
1! I
I 11 I 4 .
I I'll , . � Q�
I I 0) I I A :,�:,* .-'t-�6�"r GI4� ,"I �� 1 I
� lill , i
I I IT, �11 (D ct-A) � "I . �
� -V,� 4 T ; f -, _ T WALL I P, T I:;?, 1 i V
. > I� . 11 !
-4--='# ` t ��_/,, � 1� ::!) I Y" 5 7 0 w� " \w ; f
I— �1� 11 I
= - _`� � _____ ",:i I �
I <1) I I " .1
f,
� ,
�1'j ,7- 'I "" - I
, \4 \s), , , � I I
2 k I 0 "I", � I I ; _1 I.i
— - � �1I
\ � 1-1
�
;,!_.�Gr'111��r,
, -
I ,� ,,,,�,� �' I I
I .1 i
I . 1�
J - .
I I I . _111 I 1-11, I �V�
_I � " I , I
i I I I � �
, I,_______., . '. � I I 1111 � I . 11 I—— � _ - - _ ____ 11_11111_ 11 11111 __
t"T'i'll 11� , ;/_�- i- 1,1111111_111
I
I �
i i 11,
�
1 � �; I i
11, I I � . tit
. I . � : 1� ,
I I Ij � f
I
�
�, I � � , ) �
I � " \
,
I ''I I e , i i
i
,
I / � I
1, I � ?�,?52,'+,�q 1" , I
- -,
/ / I I I� � I �/ i --,--,-- ) I �
. I � i I I f . �
/ I
I .
�
�
I ;
i
, I �
, / / 7 - ,
i / �', ; - . , - ,
. I I ; � : 1__1_1_11 I- �
"
I/ /I / 4�1 ." , Ix j,", I i i
I I �
I / I r I , �
, . I � -D, � �
i �11,_ 4
1 11 / __ t , I '. _�___
- " I
I I I �
I
I �
k I � , 1�f� I
!
I / I !� , I
I � 'r 1:qz. ,--q FT.
, � I I , t I� � �
__ I , - 1� .. . .... � , 0�! �
I , - '�! ,,,
I i I I
, / ,. 14 1 ;,' I PR)on��F_�D � 1-11, L i�,_ � " �"11111^�, �� � ,f , ______,_1 , I 1,� I I
1 �,,11,1 . , , ; , I I �:�l .,
/ , D, N . ", .
1) t -,.,t��4 cri) Rt� & ��, i
/ � I � ,�
-) I
, ,'. ,4
1 �
I "I ,� = I
� I , . I I ,
1, I I _ " . -, �,. z
I i I -
, , I , � f._, - - , ,
�\\ I I I I � I I I fl-, t � --- �,
___ , : ,
/ . i��t-4,�� � 1 1,
I I ,
f",
� r ; I
I I
j I <�_�7v'V P�1_1,�rl . I I : ;�
I
11- - //- ': j��, I 11 � "2�) , -,,, , a ,!� , 14, r �
. i " � ilt-
CAU -F, _r_`�RA �_ - _q � � i
),Se�t_i
I
I I I � 11 -1 _/ i�d I
_/__ �
� �� : -,_-�A-
I --
�)_ / I " � .
I I .-
0�--A
11 I - 11 I _11
,,-,--,, �, I �
� I --f- .
I
� __ _ _ ____ 'I � t I 11;1
� - -11I � i ) I �1, I
I � / i 1.1 'I
i I - 1- -,,- c�
I � I I I
1 - I � �, I
1� ; 141j+ : ! I I .1
I 1
1 I I I � I, I . I - I I
I I (�/� 1 � I ,-, , 1 � �� 1, I
� I � .
� _� I i
I . . . 1_,___ , 1� � !
It i I ; +_____ � , 14 ,, I � I k
� I I I : I - _ I - I I I
I f I 1_______ .__ I - � j ` : I � , � 11 I I
I , I � .11, .- t f , r ,1-�� � ,,, -f - , I
� I 1; I , /3-0, � ; � i I., I � � � , 1
I I ,� , , : . � , � , el �, I i, . ? J4'-
, — - ,_i i � I \ 1! 11 . , - �
� I � \ I �
�tp ,&
, � I
,� C,�- e��; , , �;�� "I ,
'' +� — - -I/
I , 1: i I -1�r ,,- ,
�'! �,;:
" IV , � _ , c �, i� I � :11, �t � I ,V
I . \ I I I � - I 0 , f"� : �.,, �, F .
, ,� � � � ; , � —,) wF
i 11 11 , 11
11 � � , I ,�� — I I
I , � ; I I ! . � ;, j
'I-
/ 11 / if i il , __ - , i . , j : t � /,�,",,-_, � ' I /
� / 11 I ,_ , I ! I I ;
I � J I , � , ,4� �,�,J� 0,4`41, , z
4", � � (.,� F��f P, _�_ I
j - � -.� -,I s- N, )14�1119 \ _:tlDc w&-v\' I ! i —1 I I
\11 � // ,i� �:'j! ! : ,� � '.
\ / v I - � . 1, ; ', I
I i -1-I.— I . 1 7 i 1, i ,A I I � -1- 1, I
I . �� , fl, - ;
0 I
,
! _ �i ; ; i i I I �' 1 � �+ I , _� �. I j
� _� 11
� I � � � . . � .
I � I " , I ""T ! H
I I %,�� � I � I " f '_, �
� � I I : .
I I
I I ,�' I i_ �
.11 I \ , ! 1, 1 i,�;, _11111- I I i I I -.1 - - � �_ - ; - 1
4 � " I I I ,
t Li.- - � . / " 1� j I - _7�'77777=': � J I � " 1 I I . 11 I I 11111 11—
; , I � I , � 11 �
� 1�, \ I'v / I 1
,�4itv � I \, , r�/,_, I f I :-.: � -..-:- 111.1 ,- I 1 1- 1, - _4__f_1____ -
\'11 �i I 1� i � � 11111.1.,�, ;; I I
I . I I _.______ - -1-1 I 11 I - .1 � I -77r! - ; I - 11 11 � � _. _. ".
I . I ! � I—-, ,� ; I t _,_______t_ I---'-- 11 , _,___ `_�
I : � � I I I q1 111.i ----,-,--,
,/, �, . I I :zz i , ,,, I I � , ;
ZT1107 I "
,
, �, I/ � Irn rl I I ) � I I i ��' �,
� I
,I
� 1
3
i I
'-I- ,I
�_ I I
i
I I I
—, I I � "
I 0i - 1 m
1-t-11 -I
; I i's , � I � T_n�",
I
i N)!
, '�
I I
. I — . I
� - _ -
t -,---,-,--,. I'v,
, � : ir
, �
�
I I
� I .
! j � iz;�
t .� !(b
� , T flj/
I i 0 I to
I $ r 1 IN
I ,,, >1 04) V , i
,
� - i
C,: � I
�� , - I
�' ------- 7
__1 I
. � i �� —
0 �� ,,'\ , I /
i \,Q j 0 i
, 11-
, f
I
"i J� I
i t�)��T I
,
r -1 i �), i I" �
� I !
I . I I I
� I k9- _ — �
q _p _
I,,�,LL___.__L_" __�,_,___,_ - ---- _
I
1
I
;
� 'I"
I i 7_7 3
�
I
I
"!
I I
I
;
!I
I
I � I
1z"
I I
; � I
I I
n �
� I 1; I
\ - - " -"-,--;i,-"�"����-*,-""-"-"-",�,,,--.-"; �
1, __ __ __yp , �,'.�a,�,3k.�;,/t,-,-",�-��,��,-,�
,
i �'.�:
1� 4
\1 Kl"_�11`111`1
-----,-I ____,,��
I I 11
I � I
—
.1
. -
____ , _;��
� V,
I mt-: 4141_ I Z
I" il"' -_
, �#
I - I &-
,
I __==___
i " �IC6?,H,C
I \ �
I q I"
TIT
i.
I
11 1� I
- —
I 0(_,'CJ�iF-.'(,)1 R___
a ) � _
I 11 e I f _�
,-�-)_ /_z(,-,,-�jv-______, _—.1";_ i1i I
�
2 1
- i
-7-y,?,-)r-- �
_� —I
� \
�1,
I
/
rie)mn-Ap 1111 I
I .�_
� - � � q , I � , 1---l'y'-�-, �
j
L__
, /-�-x , _,: �11
4� ,
� , !
( �_
z", I �
I I � �' I ,�
i
i
- , 111111 z�t
, ,�' 1,
I
I
� .
- - � .,
I -ki , � ir,A
,
1, _ �;
t - �4�
110K)D ZON..
I
I ill , ""
, _
I
I , � .
i H : 1 f
i �) i I
11 i , I ,
� I
- 11 , , - � I �
11 tft, "
12 tf� Lo,._,�, ii, �
I
I
I
I 1�
— __�_1__1__-___ � �, I ,
! I ," '' �
,":,i
rF
I
L 0 07s 2, � 1,
,IJIN" C4`- !Ti1F-', F�?��E,,'
� ` F " ff
_11,� 11
is ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
TYPE (I 50 'OU FT) AGREGATES SMALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM
3.- GRACE
JOIST, PURUNS 2" TO 4" WIDE, 6 & DEEPER No. I
C-33 WITH PROVEN SHRINK AGE CHARACTERISITOS OF LESS THAN 0.05 16.
BEAMS, PURLINS OVER 4" WIDE No,1
SUSPURLINS Z"TO 4" WIDE, 6 & DEEPER No. 1
2.- READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-
LEDGERS No, 2
94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301.
STUDS 2" x 4" OR 3"x 41' STUDS
STUDS 2" x 6' NO. 1
3, CEMENT FOR ALL CONCRETE SMALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL
POSTS S"x5'AND LARGER No. I
CONFORMING TO ASTM C-1 $0.
SILLS, PLATES AND BLOCKING No. 2
4.- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
4.- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" t
I
GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED I
FOOTINGS 2,500 PSI
THE FOUNDATION WITH 5f8' DIAMETER x 1 O' LONG BOLTS AT 46' ON CENTER 12' MINIML
SLAB ORGRADE 2,500 PSI
FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED.
SIDEWALKS 2,000 PSI
S: STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WA
5., MAXIMUM SLUMP SHALL NOT EXCEED 4".
WITH 5/8" ANCHOR BOLTS AT 24" O/C,
-
S.- CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
6.- ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16'010 WITH 5/8" GYP. BOAF
WTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
EACH SIDE, UNLESS OTHERWISE NOTED.
ERFORMANCE CAN BE ASSURED.
T- ALL STUD WALLS SHALL HAVE FULL HEIGHT I" x 6" DIAGONAL LEFT -IN BRACES AT ENE
?- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELL$ AND OTHER INSERTS S HALL BE
AT INTERVALS NOT EXCEEDING 25 FEET O/C UNLESS OTHERWISE NOTED ON PLANS, BRACE
3ECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
SHALL COVER A MINIMUM OF SIX STUD SPACES, I
'LEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
,
'LEA OUT AND INSPECTION.
8: COMMON NAILS SHALL BE USED,
).- VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
S.- FIRE BLOCKING 2" x I Y. " THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOC
)UTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26,
LEVELS AT EACH 10' HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS.
I.- EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC, SHALL BE FORMED WITH % "
10,- JOISTS SHALL BE SNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVAL
'
,HAMFERS UNLESS DETAILED OTHERWISE,
OF 8' WHERE JOISTS ARE 2" x 12'OR DEEPER,
O.- CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE
I I,- MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
kRCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK.
2" x 4" @ 16" OIC UP TO 14'-O"
2" x 6"@ 16" O/C UP TO 20'-O"
1.- NO -WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 095 * F,
2" x 8" @ 16'01C UP TO 26'4' 1
'
2,- WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
12,- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
DLYWOOD
13.- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM V32" AND A MAXIMUM 1111
I
LARGER THAN THE BOLT DIAMETER.
,.. PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH
REINFOB ING STEEL
HE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE
-C—
IN THE PLANS.
I
I,- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS FOLLOWS:
_- EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 $0, FT. WITH A MINIMUM DIMENSION OF
FOOTING, SLAB ON GRADE, MASONRYAND SENT DOWELL$, TIES:
FEET.
ASTM 3 BAR AND SMALLER ASTM A- 615 GRADE 40
, 1
# 4 BAR AND LARGER ASTM A- 615 GRADE 60
.. SEE FRAMING PLAN FOR DIAPHRAGM, NAILING SHEDULE, NAILING SHALL BE INSPECTED
NO APPROVED BEFORE COVERING.
2.- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AN
.
I ..
SENDING IN ACCORDANCE WITH ACI-31 M5, I 11
OUNDATION NOTES I I
I
I I
3.- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR:
I I
, I
.. FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE ROIL BEARING
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH V, I
RESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
EXPOSED TO WEATHER 11/1,
,
I �
I
CONTINUOUS FOOTING 1,000 P.&F.
ISOLATED FOOTING 1,000 P.S.F. I
EXPOSED TO EARTH ; 21,
PILASTERI "I
, BEAM & COLUMN TIES
.
FORMED FOOTING AND WALL EXP 2"
OSED TO
. � I
. I
2ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3�1
SLAB ON GRADE
?PROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
2"
- ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS
4. SPLICE IN CONCRETE: I .
MINIMUM OF 36 BAR DIAMETER OR 12'WICHEVER IS GREATER,
THERWISE NOTED. I
I
- FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS. I
,
I I
S.- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1 85 AND 1-82.
I
- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
6: ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACV 3M95
CLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PROPERTY
rRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE
7-ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURE[
)CAL SAFETY ORDINANCES, -
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT.
I . I
; , 1
, ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS,
I
8,- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM X61,1
GRADE 60.
401OR SHEDULES. . I
.
I
. UNDER THE BUILDING COLUMNS (U.N.0) � I
ALL FOOTINGS AND PIERS SHALL BE CENTERED.
9,- ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
I
I
. ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL , I
'10.- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANC
: REMOVED AND RELOCATED. I I
OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR.
I I
. ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING
HE PRESSURE
1 I.- REINFORCEMENT THAT IS PARTIALLY EMSEDED IN CONCRETE SHALL NOT BE FIELD BENT
EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN
ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO I
tRTICAL
APPROVAL OF THE ENGINEER OF RECORD.
SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE'
I
, , . I
)UNDATION POUR. �,
12�-ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE* DRAWINGS,
.
.- FOUNDATION MAY BE SUBJECT TO TPUCTURAL REVISION IN THE FIELD DUE THE
,WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED, PROVIDE
'C'
)SSIBLE VARYING SUBSURFACE CONDITIONS.
CLASS SPLICE PER SCHEDULE, ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
- I
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION.
I
JMBER '
13.- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE . MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WORSI,
ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION
(2001 0,8.0).
14,- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN I" NOR I
.
BAR DIA NOR Ix MAX AGRArATP .'Z17r
I
I
I I �
� ,
I
I
I I
,
I
�
i I � � I ,I � I I
I I 11
I., . I
-, ; I
� I � I
: � I �
� 11
�
,
I I � I I
_� . I
I I I _--i-i
A !, I �, - ". I
� . I (_ � � .
V, '"'- I . I -1 I , ; �
i
I � 1 � I � ,J
�
i ., I . I'll , " , � ". i'. � ,-'. _'1-- - .)--
: f � , � �
� ''I I \ "I � . " I �1_ ". .
. __� � , � , I ! I ; - - � ! - I-` I I I—— - I I . - 1, I - ; I 11 11 _ _z,_ , , I I 1-1 I , _____ � 4 i — 1.1, I.,
� I I I � � � , I I I
1 1 :11 � e
. 1
i .___A_ __ --- /1�_ - I I - , I
, � I
I � - I
"- 4� , 'I
� I � � I I 0 I
Q�
-I
— I , __� "I
_\ _____,._____11
,
-�
�p ,",
, I � i
� �: If— �' -, �,�1-1111-,�',�l*,.."�",-,.,-I __.=' ;
, I
I , , , � /
I .
V2_ I---.,.-- I
� I I
i / I � j
- 4 1 I � ;I
� I . 1� j-,4
1 . ;
I I
I ____ ---- ,, �
t� If � I
,
, .
� �
I I I -, $1 I rm 11 I . I I _,�F- 1 2 : x
- -
I � I
i., � � \ I I , I i , .
, �'
. I t I I � : � , �
I, I I I I . , ; ! (
. I I ; I � :,�,_
I I � I - I I _
-_ I - . 'j-
i I _ I _J ,
. s I � —.1-___ � ;I-
!� � �- � �--r" I t I I � I :
! 1. ______._ 1 � 11w I _ ,--
I
I I
� , - If � I I �_ . 11, �5ryf,q� � , _L4 L_1_,_-_=,=_ I
'
_�_"�� '111" ?, I t
, 'j
, -1�
- \'-_�l �
' 't , F i
I
"I
'i-, . I I I I I
.-\ I � /� \��_,
, I
I
.1 3, Klt I i " 'I . � I
1\� � � I I � -1 I
1/ . L -1 � �
, �P�, 1, - I I : � I . I I
- ,; 1 � ,�o " , - , ----' /
m
1 1 ,
I ,_�,p � z 11 # Q � I
I I 11 I
r� -�Il 0, ". �, / �: _y I � I , I, ,
I � I I - I I I . , I I H
!!� / I CH)
11 ..'
i �� 1� � I I �
�41_� 1� : I �
� ��' t�� ; I � .1� i I �` c0v`r2 ` rAll 0 i
I - � ; � �
. : I I I I ! 1�1 i
. i � I �
I I I "
11 I I . ; � ", � i
� ___1_1.1__. ___ ----., I . d\ . !� j" I
-) �'
I � — -.I--,- --I--,------.-- I I i
___1_1_ \f�. � , I .�
. I � I / � �) �,' I ,;, I
I I
I i I I t � � ! � " . �Q I 'il I �
ly I _z \ - li_,�J;� �_ ;1
, I il� 0 �
� - J� A � � I
A I �
,
" i i
11:_ � � I � , -) � �_ tl I I , !,� 1 �j f
! i ! � i -1 �� .e I \, 1� j- �
I I I _; �_ " � � � I � � I - I I 11", I I
: ; � � i ,'I - I
"I I � I � . I " � I 011,\. ,
; I I I , t ; I k �
I . - �e,j,
. I � . I 11� � - i I �j L,�,'V'�-"
/ _J11. _-_________1-_ "' � � , � : � I � i; !' i :
I I I � 1 I :
r , � I
; ; P , ! I
11
I :
4 I � , .
1� '�,
I I ,
. � . tW, ! � _4 -
6-,� r . I 11 . � 1 1
,
C,111�4 ,�Iz,�,A,_, 1 i , f � I � , � — o �.,
I . 11'' ! �
I I � I � � � --
I �
�
I � �
jj �
� 11 � A , � � j I � ,
I � I � 7 : f � ,
! i I � I � � ; . I � �� I () "I'l
I I � z /+ , I � � I ; � - ; � -1i
I � d I
� I - � � - I
i I I ; I � 1__� v? , I I
: i � -1 ir I 1 211 �Ilc '1�11� I I I � " ' _. _.-J ,
I I -1 I -.1.1-1-1 I.- 111-11 11.1 - I I—— 11 I I
_____. � - - 1. ------- d
n 11, I 1-11,11, - I �=_*
, ,,�n , !'-'_
� -- - '11 1-11111-11. 1.11.1 11.11
� I I �_,
I � �
j,7- �� , �,.F.t �:A
� �4) �;, ` 9, f,
'p� I � k
.1 .
I
I , ; pr'�, �
� � , -1 i
"I I I 11 � '! C,��-,/
� i ��w
I
" _.__I_..._ 11 // I 2SC.
,-1- -t 11 .1
0 I- "C'
I I �1,1 , ,
j ,�� 1, I ��. , � V , , ,
, . I � � 9 . , .1 -��L�l r�k�,-_Rev p �,�uf � .) I I I � 1. t*7, - I I---- , .: -A � , - . I I - / ,,,e�,
�� I . ; I . ,11
I ` I * i,
I � ?', �Z',
� 14 I _ c , ; -f - JA,,�,� -r" 1 ev��4,�� ,','�' " f� �r
� ,�,) 1,1�,j i
I
I-1-1 I 11- - I / � 111 — I
:, I I 11 - - / -
I 1
—,- l—')
- .
L� I k
� I'll � z � I
- �;, � I , I
,
'D�,
/ � I
�
� ") , V I I
�
, " � I
� 1_� H I ..
,\-��,
..
� , I
t � 11 I f. i .
�
�
I
, I -
�11 RAW
ANALYSIS AREA
(E) 1ST UNIT (405) W/ GARAGE
957 S.F.
(N) ADD'N
172 S-F.
(N) COV'D PATIO
162 &F,
(N) PORCH
34 S.F.
(E) 2ND UNIT (407)
510 &F,
(N) ADD'N
777 S.F.
(N) COV'D PATIO
320 S,F.
TOTAL AREA
2,951 S. F.
LOT AREA
7150, S. F.
LOT COVERAGE
41%
PRINTED ON CLEARPRINT 100OH-
� 1�_ -
,
I
I —
I ,
I , t
j
I ,
sc=4/8*11to'�nn,
4 F"
— , Al 4111 I I 11
,,m
-1�1,,,
is "
,4,
, br - "
"I "I fi
Oi ,I mm the
,� HISl
I LL NOT �
'i'aawn of ajoy ,
�
- e
D!
, ''
--I & 2-: 901!1�1 Lo
61
1
, '111 It
I I
I
1-1 ___ -------- _ - __ _
-
. WATER CLOSET L6 G.P.F. MAX.
?.- REC'D MED. CABINET.
I.- LAVATORY.
G.- MOP SINK.
i.- WASHER SPACE, PROVIDE I I 0 V OUTLET
& RECESSED HOT & COLD WATER & WAS]
HOOK -Up ' ' -- ).- DRYER SNPI'kE. PROVIDE I 10 V OUTLET
& LULL GAS.\,
7.- 4"V DRYER VENT TO OUTSIDE W/ 40
10 o110 V W/ BATTERY BACK-UP
>MOKE DETECTOR
(�j) BATTERY OPERATED
tv SMOKE_ DETECTOR
I ,�
I Arl
I ,,�� \VAL', MOUNTED LjCH.T
I
. -10V OUTLET
4- CRUNG MOUNTED LICHT
1
'1177 . ;R0Ui'1,_ FAULT INTERRUPTOR
01 ? .
<� 17 C; I 11
I
J; i,AECHANICAL FAN. MI
,
5 AIR CHANCES PER I-IR.
1, -
AFI RECEPTACLE OUTLETS SUPPLED BY
BRANC c ,H CIRCUITS PROTECTED BY
.I,----..----
___
- I
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001
C.B.C. PLUMBING AND MECHANICAL CODES, THE C.E.C. AND
LOCAL ORDINANCES.
2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3, IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR
TO VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR
TO COMMENCING WORK AND IS TO NOTIFY THE OWNER AT
ONCE UPON DISCOVER OF ANY OMISSIONS OR CONFLICT IN
THE DRAWINGS.
4, ALL NAILING TO COMPLY WITH TABLE 23-11-B-1 C.B.C,
5- THE MANUFACTURED WINDOWS SHALL HAVE A LABEL
ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION
RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH
THE ENERGY CALCULATIONS,
PLUMBING NOTES
6. ALI. PLUMBING WALLS TO BE 2" x 6"
7. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A
MINIMUM OF 8" WIDE AND NO "FLAT" STUDS PERMITTED.
ST AGGERED STUDS ARE ACCEPTABLE.
8. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED
TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE
SHOWER OR TUB/SHOWER COMBINATION, MATERIALS
ADVERSELY AFFECTED BY
MOISTURE,
9. GLASS ENCLOSURE DOORS AND PANELS MUST BE
LABELED CATEGORY 0. NET AREA OF SHOWER RECEPTOR
SPALL BE NO LESS THAN 1024 SO IN OF FLOOR AREA, AND
El* &',-,OMPASS 30"DIAMETER CIRCLE.
10. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE
NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE
INsRONT OF THE STOOL.
. PROEtiDE MECHANICAL
FOR EXHAUST VENTILATION '
FANI 5 AIR CHANGES PER HOUR. 1
'12. WATER HEATER TO BE BRACED TO RESIST SEISMIC
FORCES, PROVIDE TWO STOPS (ONE STRAP AT TOP 113 OF
THE TANK AND ONE STRAP AT BOTTOM 113 OF THE TANK).
13. ALL NEW WATER CLOSETS WISH USE NO, MORE THAN 1.6
GALLONS PER FLUSH,
ELECTRIC NOTES
14, RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH ,,
NEC Art 210-52 '(a) "20 AMP. CIRCUIT DEDICATED TO EACH
BATHROOM"
IS. ALL BEDROOM CI12CUdTS REQUIRE ARC -FAULT
PROT; ECTION,
16. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION
COMPLIES WITH NEC Are, 210-8. "ALL 125 volt SINGLE PHASE,
15 AND 20 AMPERES RECEPTACLES INSTALLED IN
BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN
COUNTERS AND AT WET BAR SINKS. I
STRUCTURAL NOTES I
,
17, THE CONTRACTOR SHALL PROVIDE ANY SHORING ANWOR
BRACING TO THE EXISTING STRUCTURE WICH MAY BE
REQUIRED DURING CONSTRUCTION.
18. PERMISSIBLE NOTCHING AND BORING OFJOISTS ARE TO BE SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC
SECTION 2320.8.3 ALLOWANCES,
19, NOTCHING OF EXTERIOR AND BEARINGINONSEARING
WA
LLS SHALL NOT EXCEED 25%140% RESPECTIVELY.
I BORED HOLES IN BEARING/NONBEARING WALLS SHALL
NOT EXCEED 40%160% RESPECTIVELY. IN NO CASE SHALL
THE EDGE OF THE BORED HOLE NEARER THAN 6f8" TO THE
EDGE OF THE STUD (2320.11.9 AND 2320,11.10)
20. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS
ARE TO BE SHOWN WITH THE FULL LENGTH, TRIMMERS,
SPECIFYING THE SIZE OF THE HEADER AND TRIMMER
(2320.11.6)
21. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
111VALL LEE-GEND
I
-
E____3 EXIS TIre! C \NALLS TO REMINN
- - - � I
E_= rEXISTiNG A'ALLS TO REMOVE
I
, �=_,_,7,72 ? ,e 4p I t I m f--,, I r- !nib I I
1 714 / 285 11 2 1
2017 W, ALCO AVE.
C.ALIFORNIA 92703
MACIELALOMSN,COM
=: j
1- R L, 1--1
EAST ELEVATION SC=114=1 . v-01'
_buUTH ELEvATluo"'N
W,
....................
wo —OMEN
I % _4A � I , �-
VVtb I tLtVA I IUIN SC=1/4=1'-O"
L
44
lu
0
. . ........
------ -----
.. .. ... .
mw X 15 TG
NuKTH
ELEVAT10"'M
SC=1/4=1'-O"
Y
(4
CJ
N
toa�
fc
W/R- 15 1 N-50L CV6am'
6 rl i L V t,
Ll
otCTIO�N A V
8
n,
ELEVATION NOTES
I.- ASPHALT SHINGLES TO MATCH EXIST'G.
2, STUCCO TO MATCH EXIST'G.
3, 2 x FASCIA TO MATCH EXIST'G.
4, 2 x 4 FOAM TRIM AROUND WINDOW.
Hd S S Oiv,
w.
43205 n
u;31106
i _xp 3/_ -
CN
OF C
U 'D
OWNER.
N, FIL
LOONSOD SANDOVAL
PH 0 7141554-2626
DESCRII)TION OF JOB;
(405 umno 172 so! FT, (N) Apni " 162 sun, (H)
COYD RATIO & 34,1Q. R, (w) pmw
(407 umly) rf 7 so, FT, (m)an & 320
COVID FATI&
APPROVE,'j C,P
REVISIONS I BY
FuUNDATION PLAN
FOUNDATION NOTES
1.- 31/2" TH CONC. SLAB w/ 6" x 6". 10# IN W.W. MESH
0 /2" OF SAND w/ VAPOR BARRIER (TYP),
2.- EXISTING 12" x 12" CONC. FTNG.
3.- CONCRETE FOOTING. (12" W x 12" D) w/ (1) Wrop
& BOTTOM MIN.
4,- 24" L. #4 REBAR DOWELL 6" INTO EXISTING
FOOT'G TOP & BOT w/ SIMP. "EPDXY".
5.- NEW CONCRETE LANDING.
6- 18" L. #4 REBAR DOWELL 6" INTO EXISTING
FOOT'G @ 48" o/c. (TYP).
'v
NOTES
a.- VERIFY HRDWR. LOCATION w/ FLR. PLAN.
b.- HOLDOWN ANCHOR MUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
c.- SURFACE WATER WILL DRAM AWAY FROM BUILD'G.
d.- HOLD-DOWN CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE APPROVED PLATE WASHERS,
AND
HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO
COVERING THE WALL FRAMING.
5/8" DIA A. B. MAY BE REPLACED BY 5/8" DIA
THREADED RODS w/ 5 3/4" EMBED. WITH
DIA-GEL JOOO EPDXY SYSTEM
i I.C.&O. ER. 4846. (OR EQUIVALENT), AT THE
SAME SPACING. PFR 2320.11 .4 CBC.
W/
tat I
'55-A pt'Df:;' �1 LL- KJ4
A
5 !,
7
-2- T
LEGEND
EXISTING FOOT'G
NEW FOOT'G
ATTIC VENT. CALC'S
777 S.F. /135= 5.75 x 144= 829 sq in REQUIRED
RADIUS G. 1. SCREE'D DOMER VENT
(EA ONE 135 SQ. IN.)
Provided = 945 sq inch
2.- G.1 SCREEN'D DOMER VENT
At NORTH SIDE 2 pzs
At SOUTH SIDE 2 pzs
At EAST SIDE 3 pzs
At WEST SIDE - pzs
Provided 7 x 135 sq in = 945 sq in
mawo
I- +
r4-.47
POST
5-8D NAILS,
EACH END
c
I 4"x BEAM
V'X6" KNEE
0 BRACE
L= 7 L,31
DETAIL "B" ALTERNATE
V/
7,
b.%
t
+
t, x,•
4.
f2 -spm4
v
"17"
... ......
71
I A-
V
N
............
n/c
1T, ------
�,N
0—,
a, NI/
0 pvc
T
4, + 4. A
8
6
'4 Zx 6 C t
L
z N"
A8 4�
7
?
K)
x,
x
'77
q;1
'Al
x
;A
T,-w?, A
f/
L -13'- 0
x
A:
411—
Ij
7_
C-ND
cr) 01
vc�
4
Kg�
CIP
wf-
"N\ 7,
r
;101
I �Iery_
91>15",
........ . . .......
----------
FRAMING NOTES
A PROV10E ROOF PACAANT BARRIER
nR TITLE 24 AT ROOF SWEATPIW-
J
SC=114=1'- 1. ROOF SHEATHlNCz
1/2" CDX PLYWOOD (32/16) OR 065, UNBLOCKED
DIAPHRAGM, W/ NAILING
ad s 6" O.C. SUPPORTED ENDS 4 E30UNDARY
Od fD 12" O.C. FIELD.
USE (E3) Irod e TOP PLT. CHORE-) SPLICE W/ 5T6224
N51E IXro SOLID SHEATHING OR A-C GRADE PLYWOOD
AT EAVES 4 OVERHANG)
2. PROVIDE 4X POST AT EACH END OF 4XIO OR
LARGER MEMBERS, DOUBLE STUDS FOR 4XB SINGLE
STUD FOR 4X6 OR SMALLER MEMBERS
ALL NAILS ARE COMMON NAILS,
4, ALL 5TUDE, - Ito" O.C. MAXIMUM.
5, ALL LAG BOLTS (LB) TO BE 6" LONG INSTALLED
WITH PILOT HOLE AND WRENCH,
6. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED
AT ALL EDGES OF ALL PLYW'D�5HEETS IN SHEAR WALL,
i. ALL PLYWOOD PANELS SHALL BE
MANUFACTURED USING EXTERIOR GLUE.
-dam S. 2 LAYERS OF 150 FELT SHALL BE USED AT
ALL STUCCO APPLIED OVER PLYWOOD.
AE 'A
SEE DETAILS FOR ALLOWED 50RIN6 AND NOTCHING OF STUDS AND J015TS
0
10. SEE nET. FOR TYR EXTERIOR
WALL FRAMING
ROOF SHEATING
PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF
STUD WALLS AND PARTITIONS, INCLUDED FURRED
1/2" CDX, 24/o INDEX PLYWOOD W/ 8d COMMON NAILS
NOTES SPACES AT THE CEILING AND FLOOR LEVEL AND AT
@ 6" ENIBN. 8d @ 10" O/C FIELD, PROVIDE ROOF 10 FT INTERVALS BOTH VERTICAL AND HORIZONTAL,
RADIANT BARRIER PER T-24 AT PLYWOOD UNDERSIDE
�1 12, WALLS BRACED TO RESIST WIND AND SEISMIC FORCES
1.- (2) 2 x 6 C. J. BOLTED w/ V2 @ 16" o/c. SHALL NOT EXCEED THE FOLLOWING HEIGHT TO WIDTH RATIOS
ROOFING MATERIAL 2 TO I FOR PLYwooD, FRAMING MEMBERS OR 51-or-KIN5 SHALL
BE PROVIDED AT THE EDGES OF ALL SHEETS IN
ASPHALT SHINGLE CLASS '13' OR BETTER TO MATCH &PEAR WALLS± 2 TO I FOR GYPSUM WALLBOARD * PORTLAND i
2.- 2"x 6" x 2' C.J. @ 12" o/c.
CEMENT PLASTER (STUCCO), WALL SECTIONS HAVING
EXISTING S.F.R. W/ # 15 FELT UNDERLAYMENT HEIGHT -TO -LENGTH FRATIO5 IN EXCEE5 OF 1 112 TO I
SHALL BE BLACKED.
13. ROOF DIAPHRAGM NAILING TO BE INSPECTED
BEFORE COVERING. FACE GRAIN OF PLYWOOD
SHALL BE PERPENDICULAR TO SUPPORTS
SID
a. C 43205
y
CN%\�-
F C
C f
&MEE
elm
C:0
Ln
C=
q�e
aviNER..
MR.
LOONSID SANDOVAL
PH 0 714/ 5541=2626
COrD PATIO & 34 a R (N) PORCH
Corp PATIO,
DRAWN
CHECKED
DATE
SCALE
JOB NO.
SHEET
smi
CF
SWEETS
DOWTVIIN AM Pf CADnolki-r
:2,V
r5l!3"'t
�
=4
.......... ..
A
0.Fu0"'UN"DATlQ0m4"N FLAN 3C=1/4=1u-0"
49
07
X
n,
I" r
k
X
v
64�
x 10
Np,
< 1p
"n
5
+
N
Niii
x
<7)
IrK
SHEAR WALL SCHEDULE 2001 C,B.0
SILL BOLTING
MARK WALL TYPE SHEAR 0 SHEAR 0
ALLOWABLE
ONE SIDE E30TH SIDES SILL NAILING
SHEAR
OF WALL OF WALL 0 UPPER STORIES
7/8-STUCCO OVER PAPER BACKED LATH W/1 6 GA STAPLES AT 6-O.C. AT TOP & BOTTOM
APLATES,
EDGE OF SHEAR WALL AND ON FIELD (ICSO REPORT No.1318, AUG. 2002) OR
180 PLF
5/8'055'0.C.
5/8'027 11MC,
16d 0 8"O.C.
(ICBO REPORT No.1254, MAR 1990) NOTE 4 AND 9 BELOW
3/8-PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 6"O.C. AT EDGES & 12" O.C. FIELD
260 PLF
5/8**381ox,
16d 0 6"O,C,
(TABLE 23-11-1-1 UBC NOTE 1, 9, 10 & 11 BELOW
A3/8-PLYWD
STRUCT It OR STD SHTG WITH 8d NAILS 0 4"O.C. AT EDGES & 12" O.C. FIELD
350 PLF
5/8 '028*0.C,
5/8*013*0.C,
16d 0 4"O.C,
(TABLE 23-11-1-1 UBC) NOTE 1, 6, 9, 10 & 11 BELOW
A3/8-PLYWD
STRUCT 11 OR STD SHTG WITH 8d NAILS 0 4-O.C. AT EDGES & 12" O.C. FIELD
380 PLF
5/8*026'0.C.
5/8"013*0.C.
16d 0 4"O.C.
(TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
3/8- PLYWD STRUCT It OR STD SHTG WITH 8d NAILS 0 3- O.C. AT EDGES & 12- O.C. FIELD
490 PLF
5/8.02m.c.
5/8'*1o*o,c.
16d 0 3 1/2"0,C,
TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
3/8- PLYWD STRUCT it OR STD SHTG WITH 8d NAILS 0 2- O.C. AT EDGES & 12- D.C. FIELD
610 PLF
5/8'o16'o.c.
5/8valox.
16d 0 2 1/2'0.C,
(TABLE 23-11-1-1 UBC NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
2" STRUCT I PLYWD WITH 10d NAILS 0 2" O.C. AT EDGES & 12' D.C. FIELD
870 PLF
1
3/4-01 6-O.C.
1
314-9WO.C.
N/A
OVER 9, 10 & I I BELOW 3X STUDS (TABLE 23-11-1-1 U822, NOTE 1, 3, 5, 6,
NOTES:
1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE
5. FRAMING AT ADJOINING PANEL EDGES SHALL BE
8. ALL INTERIOR BEARING AND NON BEARING
BLOCKED WITH 2X SOLID BLOCKING FOR WALL TYPES
3-INCH NOMINAL OR WIDER & NAILS SHALL BE
FOOTINGS TO HAVE 7/32- SHOT PINS AT 32- O.C.
9 & 10, AND 3X SOLID BLOCKING FOR WALL TYPES
STAGGERED.
& 48"O.C. RESPECTIVELY: I.E. HILTI ICBO REPORT
11, 12, 13, & 14.
No.2388, NOV 1995 OR RAMSET/REDHEAD ICBO
6. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A
REPORT No,1639, DEC 1995
2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED
WALL AND NAIL SPACING IS LESS THAN 6 'O.0 ON
TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF
EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL
9 USE 2 1/2" x 2 1/2" x 3/16' PLATE
BOLTS. (I.E. HALF THE O/C SPACING)
ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL
iASHERS.
BE 3- INCHES NOMINAL OR THICKER & NAILS ON
3. USE 3X PRESSURE TREATED DOUGLAS FIR
EACH SIDE SHALL BE STAGGERED.
10. USE CDX. CC OR STD, SHTG IN LIEU OF
SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY.
7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE
STRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE
DOUGLAS FIR. OTHER SPECIES MAY REQUIRE
4. PAPER BACKED SELF FURRING EXPANDED METAL
5/8" X 10" A.B.'S 0 48-O.C. UNLESS OTHERWISE
CHANGES.
LATH WITH ICBO APPROVAL
NOTED ON PLANS.
11. AT EXISTING FOOTINGS USE SIMPSON EPDXY
BOLTS PER SCHEDULED SILL BOLTING, EMBEDED
8-, PER ICBO #25279 WITH SPECIAL INSPECTION.
PRimTpn n1d f'l 1:AD001exr innnu
RUFF FRAM' PLAN
ATTIC VIENT. CALLS
177 S.F. 1135= 1.27 x 144= 183 sq in REQUIRED
1. 12" RADIUS G. 1. SCREED DOMERVENT
(EA ONE 135 SQ. IN.)
Provided = 270 sq inch
2.- G.1 SCREEND DOMER VENT
At NORTH SIDE - pzs
At SOUTH SIDE 2 pzs
At EAST SIDE - pzs
At WEST SIDE - pzs
Provided 2 x 135 sq in = 270 sq in
TOTAL 270 SQ IN PROVIDED'1
f SIO
G 43205 16
xp,3/311C
OF cp'O
x.
Owl
L0
HER.
MR.
LIONSHO SANDOVAL
PH 9 714/ 5691-2626
(405 UNIT) 172% FT, (N) ADVN & 16259, F1 (W)
Corp Pam , 34 5% ft p) PORCH
(407 umq 777 SQ, n (4) Am & mp, a Ft (N)
PtREPARED B
HIP BEAM
PER PLAN 3; I"IMIN
4
0
IND, POST W/
SIMP 'HTT22'
-NITH SSTB24-
2 X CONT. CIPTIONAL COLD JONT WHERE
W/ld 2 16- O.C, PERMITTED BY 'LS REPORT ;F,
APPLICJ�;LE. USE ANCHOR BOLTS
SH, T'G
RF, St TG LONG ENOUGH FOR MIN. 7't EMBEDMENT PER PLANT
BEYOND COLD JOINT INTO FOOT'G,
Ul L-hL-i r . r Kj�m U NLESS SLAS iS MIN, 77 THsCK
-2 X R/R /7\
I OVER COLD JOINT,
USE SIMPSON SET
TS22 (TYP.) EPDXY OR TRUSS 2� CONC. FTG- PER pLAN
!CBO* ERS279 OR R�R. 25279 -P -',D,F
T/C 2 X R/R SILL PLT
BOTH SIDES
3. TOP AND 00T.
REINF. PER PLAN A
j
AT 2-POUR OPTION C
4 t SIMPSON HD HOEDOWN 4. -4 REBAR DWELL AT 24" O.0 'j,
E.N.PER PLAN TO 4X PST W/ 5� LOCAT 10,14 OF TOP REINF. 4-x POST —SLOPE i _I- I ii
NOTCH HIP BM. FOR -POUR OPTION
BM 3 2� EXISTING CONC. FOOTING AT 2
LEVEL BEARING WHERE REQUIRED uj :E EX
6. 2 OR 3X P-T.D.F. SILL PLATE N I 0 0- 3. DRILL HOLE LARGER
uj w PER PLAN @ A,�. PER PLAN I
EXTEND RI > >
SIMP. C', 0 1 z!
2 OR 3X STuDS
4. THREADED ROD W�" EPDXY ET
7,
ICBO *4945 SHT'G, To WALL
PER PLAN
THAN BOLT DIA, 3:
t
HOLD-
OWN
ANCHOR
DIA,
_EMBEF
DEPTH
EDGE
GIST.
LOAD
CAP
12"
227,57
HD5A
6H— _l "
12"
1-Y4"
4 1
D6A,'
, 8A
--5-100,
7460
IJ 74
L — --- 11.1 2 X BLK, z"G — —
NOTES: i
A. SPECIAL INSPECTION REQUIRED 'PLAN FOR SIZE 3 uj
--2-2x4 OR 6, DRILL HOLES PER MANUF.SPECS, 12" MIN
C. A307 THREATED RODS W/ SIMPSON AND R'Eft ORCING i 0
4-x SEE SET EPDXY ICI30 -5279 0:
aPI ANI
24"
\CE
(3) 16 d E. N.
TYP.
STUDS
STUDS
(2) 16 d E, N:
AB
TO 2X SILL
T YP,
J T.N. D
)E STUD
.T_
! ---------------------------------------
PROVIDE 1X6 LET -IN
A,
BRAC'G (IF NO SHEAR
WALLS OCCUR) LD 60
z
MAX,@ 45' MIN, W/
(3) 8d EA, END & EA
j
DRILL 9/16'MIN 0
Z
#4 REAR
STUD BRACE EA,
.............
HOLE'FILL W/EPDXY
GROUT & INSERT DOWEL NO SPECIAL INSPECTION
DOWELS 0 rr
w
CORNER @ 25'0.C. MAX,24'O.C.
ALTERNATE- USE 1/2' IS REQ'D. FOR EPDXY IN
a.
PROVIDE 2X FIRE
REDHEADS & THRD'D ROD THIS APPLICATION,
0
BLOCK WHERE WALLS•
AT SLABS
EXCEED 10'H, & AT ALL
-FIT
CUG & SOf. LINES
D FOR
S E E 2
2
0
2X STUDS
A Di'l INFO,
DRILL SLAW HOLES
'�A �F EXIST-G NEW
OVER DiA OF
REBAR DOWELS
E SIZE & <
161, O.C.
BAR FILL, W/EPDXY �SrPACING
'PDXY 6'
AS
GROUT 24'MIN
FOOTINGS z
2X P.T.D.F, SILL PLT,
W/5/8" DIA. ANCHOR
BOLTS W/ 7" EMBED
C CONC. FTG.PER PLAN
4
PER FOUNDATION PLAN.
2, RE!NFORCING PER
PLAN
12" MII\L
i
0
PROVIDE A. B.
755. 2 OR 3X P.T,D.F.
SILL PLATE
@ 6'- 0 0, C, & 41/2
PLFR PLAN (0 A. , 0
PER' PL AN
-4
Lu
MIN. / 12" MAX. FIRM,
SILL END
ONCRETE SLAB
DEfR PLAN
z
0
51 2 OR 3X STUDS
�0� 16" 0, C, FTR PLAN
AT. FOOTINGS
.
DOWFI S
z
— — — — — — — — IDE B.N. FULL HGT,
D
'T AT KING STUD AT EACH CL SCHEDULE
SIDE OF OPENNING
SIMPSON 2X STUD -TypE H02A H05A H06A HOM HDIOA z
POST PER PLAN "B
` z
2-5/8 2-3/4 3-3/4'3--7/0 4-7/8
(0 MIN)
k SIMP ST6236 U.N.O. 0 MOPER SCHED HI 4 1/2 *5 1 1115 1/ET) 1/8 6 1/8
SIMPSON EPC AT HDR AND SILL TO 4X 3 4 SB 2 1/; - r 3 1/2r3 1/1[3
L>< Ho
BLK'G. OVER SHEATHING LDOVAI DA)
PER'PLAN CL I 1/,'l -2 1/16'
WDW, -TYP. 4 PLACES- NAIL NOT'CHING o -
OPENING OUTER 1/3 DIDDLE 1/3 OUTER 11/3 <
STRAP W/ 16d SINKER so 1/4' 1/2' 31e 3/40 3
Y OF SPAN OF SPAN 0 iB
OR 10d COMMON NAILS oPSORNBO
4X4 WDk T NO NOTCHES AT TOP OR 80" SD 28 28
'16 20 28 2
SILL ALLOWED UAO, 7 15
4X4 BLOCKING W/ 2X
6
I&. le 16' 24* 240 1240
2— 2X TOP PLATE EDGE NAILING 7L� -
n 2-2X
b " 20 24 34 34 34
B"
u
Le 16* W
Put Ptm
284 2W 28'
w
Diem PER um—w- 2775 10 5100 7460 950
era
r—COWMN'PER PLAN _4 SCHEIRU
----------------
SHEAR MATERIAL. 0 0
SE PLAN (APPLY KUXWE 2775 so 95Q
MIN. ca
z
> ABOVE AND BELOW
OPENNING)
I= HOSED ON MIN 0 POST SIZE OR
WM* CMICREM SIEM WILS %Wl BE w Mcm LOAD," 2X LARGEST 1- ST2115 48" O.C. IN
LIEU OF 2X4 TIES 6NW WM FOR 5/6-0 MUM 0
BOR17 DIA, BORING 8VW WIDIH FOR 7/8*0 Maion 0
2- BA,
MIN. Ir UN FOR CM. MM
3.1 2X RIDGE BOARD
4- PLYW'D ROOF SHEATHING PER PLAN
NOTE FOR MM FOUNDATION USE M FOR IWO POUR Ma W
5- ROOF RAFTERS PER PLAN AND EXTEND 8OLT, SINCIND SILL PLATE ABOE FLOOR SHEATHING Lp
STRAP 9 BEAM FRACTION 6-- 2X4 TIES @ 48" O.C,
OF JOIST 2X6 2X8 2X10 2X12 2X14
7- 3- 16d TYP.
2001 CBC
D/6 11/8 Q2 HOLDOWN
2 1/8 z
SECTION 2320,8�3
3
D/3 1114" 2 Y8" Y 3Y4" 4%"
SHEAR TRANSFER W/
19 NHS
S"T62Z4 AT SINGLE' OPENING z
1-5 BORED OR NOTCHED JOIST RIDGE
rt
a
RIDGE PER PLAN o
;aj,
j cl
I . - P C,/ PER PLAN
4 - c . 0 JA3 3 -4,
SIMP. TS 22 BORED HOLES MAX 40/ OF STUD W/4-18 NMI S 2' X SHAPED BLK'G
WIDTH Q BEARING WALLS, 60/ MAX. z
e END
HP PER PLAN
La NON -BEARING WALLS.
CL
—HIP BEAM PER
R/R
PLAN
PLAN PLYWD, SHTG.
NOTCHES- MAX- DEPTH 25YOF STUD
WIDTH @ BEARING WALLS,40/ MAX. PER PLAN'
La NON- BEARING, WALLS. 2x2x TOP FP_
B.N.
0-
OR BEAM
Q0
PLAN ELEV. s U T D z
.2
2
t�SD
A SIMP. A35 EA, --,-
SIDE
K.N.
2
jj
'A3.5' 16' O.C. 0 L
UXO.
F RA k 'C,
0
__T7
F 71 ir
1 V' Ni lyl
d-8
-4�
1-k
TYP. HRC 0 END OF RIDGE HRC @ TRUSS
FRACTION
N
OF STUD 2X4 2X6 2X8
POST BELOW —DBL, TOP PLATE
NOTE, NOTCH& BORE OR 2-2x
NOT TO OCCUR ON SAME
WITHIN
STUD 36" OF
EACH OTHER,
—2x TOP
SIMP. ST1 8 AROUND OR SEAM 2 X STUDS 'R 16' 0,C,
BOARD
z
WALL FINISH
PER PLAN
25/ D - 13/, - � i �/, "
7/8
40/ D 1%" 21/8 3
6OZ D 2" 31/4 41/4
T-i_:'A F * 7 - I
I
all r. e, oi e
714
2017 W. ALco AvE.
SANTA ANA
CALIFORNIA 92705
MACIELAL@?MSN.COM
REVISIONS
SITE:
G'43205 A
Lu 313AIO6
cro\-
Of
o
DESCRIPTION OF JOBI
(405 UNIT{ 172 ft Ft (N) ADYN & 1162 $0, FT. (N)
Con PATIO & 3450, F% IN) PORCH
(407 Ull1j 777 $4, Ft (N) ADYN & 320 SO, FT IN)
COTD PATIO.
DRAWN_—,_-_--..—
-- ARA
CHECKED:
DATE:
JOB NO:
SHEET NUMBER:
SDal
} `f/ 6 1 �r
1 HOLES TH �u (> a r�� (�
�pt it it
_JV
i441
11/20 r
t I 6TRAF3
rr �i
LLI
4 cCi V-I/ pc-/ s
LLI
F 2u eQ. FL.,ATE
1/4ti R, TYI
(0=LD AROLINCI )
-
37
— 18"
2x END STUD- �4-1 /4" o x 1 1 /4" HFS
WHERE OCCURS OR SDS SCREWS t t,,t la I-Ak
4x POST PER
( I PLAN WHERE
"HARDY PANEL" i I OCCURS
SEE PLAN FOR 1
MODEL NO. i SCREW HARDY PANEL
TO 4x POST WHERE -
7/8"o OR k { OCCURS W/4-1/4"o
1 x 3" HFS OR SDS i
HOLDOWN SCREWS (TYP.) r-
ANCHORS SIMP. "PB" BASE
PER SCHED. i
1
TOP OF CONC. i f
SLAB OR CURB 1 _
_AS Occ4qeJ
41
ca
c a S i7 i, re
lS IZ k r
.'.
HARDY PANEL DETAIL 1 6
® } EXfST1NG FOOTING
E7_c?j AurY SfAC_t�-79 1r
NEW UNDERPIN
PER PLAN
cv. I t7 C 11~
—- -
�— _ _i a RE1NF PER
�z is ", -.. - �'
uj
Y d� .. + a s PLAN _ I.
Z W id
t
O ♦ O ® •i tL Gi }r� p�' !OX �I�1
i~#- p
p SEE PLAN
-FOUNDATION UNDERPIN
1
3 35
tLLtN7S US Y S� vDS�orLSa
,
0 (.4---s +� Ys'."' P t�4%.c:Q '". '"a1-i'3 Cr` - • c; :a ' `4.•5'';.3
-
7,
4-5 . S j
L
�` , , C�. � . r �.�'' c r ,� p 11"�.'�,� &- - f sr rr✓!i'c,r � �. �,, C7 f<�2..
4
a
2. 2_x
ST2115 0 48" O.C. ACROSS
OPPOSITE RAFTERS
BN
PLYWD SHT'G % 2X BLK'G
/ r 2-1Od EA SIDE
0
TP
f
f
!
PH `'714 I 83S' 1585
�!-HANGER
RJ "PER PLAN
T
F n 714 f 835 1428
j
2017 W. ALco Ave.
f
SANTA ANA
CALIFORNIA 92703
----
BEAM PER PLAN
AADRAFTINGG�MSN.COM
REVISIONS
w
a
_
RIDGE BEAM
f�
A
F
2
_
w
D
cn
{fi
- 7v 1?00F RR PER PLAN
`1tL ►�U
PLYWO SHT'G PER PLAN 0
BN ALTERNATE LOC. a
2X BLK'G us
TO MATCH z SITE:
EXIST 'G
w
a
EN ir
s5 PSCK _A3a IF 24''61c
' ? x d
F
j FACIA TO MATCH U
EXIST'G OR
SEE ARCH DETAIL p
Ir
w
z
3
0
w
SHEAR TRANSFER
co
26
F l
0 1
a
18,. E.N. ' TO BLOCKING ti .
E.S. OF STRAP { 4x BLOCKING F�>
SCREW HA DY PANEL TO TOP, R CS16 STRAP
W/1/4"o 3" HFS OR SDS "
SCREWS -- SEE SCHEDULE FOR SHEARWALL PER PLAN z
NO. REQ'D (SEE NOTE)'`:
SECTION X PLYWOOD SHALL BE. ¢ ��
SIMP. CS16 W/8d 0 ALL AROUND OPENING � y,
4"0/C (TYP. T&B AT (ABOVE & . BELOW) wr
i �{ SCREW HARDY PANEL WINDOWS, TOP ONLY
TO KING STUD WHERE AT DOORS) SYM, 4x BLOCKING n
I OCCURS W/4-1/4"o x w
I4 1 1/4" HFS OR SDS
1 SCREWS (TYP.)
w
I j �
{ C�
{ 4x BLK'G. � -
HEADER OPN'G. TYP ®.WINDOW17)
i 1 SILL � 9 ! _2'-6" MIN. CONT. TO END, OPN'GS. z T
1 LHEADER WHERE WINDOW OR CONT.
OCCURS OF SHEAR�'IALL
_ OPWGS. OWNEP:
Jam._ KING STUD
WHERE OCCURS p
r
w Oa rt�N
NANUT PANEL DETAIL z
2-2x TOP Tt
"HARDY PANEL"
SEE PLAN FOR
MODEL NO.
f 9 R sr eA, OKILY
�51MP ,aas'�2Y"O.E-.
nv t <J
4-_t6z
4
¢;,z $r, t L
16 `n Z--
s.�. LJ iLnL)Lf
` %fir.- U( C. � C f✓ {Z `.� IA,? 11 U ,F r
o-5-,T If
T --
TYP. STRAP � Soule OPN'G. � �� ! � �; �;�; C16
CIVI
2 2 Or OF CA�1�
a
c�
0
PLywooD PER- FL-Tw oD EN
PER w JOB DESCRIPTION:
PLAN 166 TN- PLAN z
PEfa 5e.H=_D- a
n.
f2AFfER -I6d TN,
PcR PLAIN PER o
5CHED.
RAFTER 5m. PER
PER PLAN �1PER PLAN -
SECT}®I x it SECDON x � VALLEY
--HIP 5M. OIR
PALLPL IBM.� STRUCTURAL
PEP, PLAN �
X R0 DETAILS
AFTER
PER PI AN � a
0
SG pUL w
2-Iliad TK 2x4 FAFTER
9-16d TN. 2x& FRAFTER z
.4-16d TN. m 2xB RAFTER <...... .. . , .,_..... ..
5-16d TN. -6 2x10 RAFTER DRAWN:
---j CHECKED
-2x RAF17ER PER PLAN
�'Lr4h1 DATE
srz� ai nm� JOB NO:
VA L L-F 5 1. 1DF r,4�. , SHEET NUMBER:
28 4