HomeMy WebLinkAbout10150092.pdf'
CERTIFICATE OF COMPLIANCE: RE SIDENTIAL (Page I of 3) ...... _ CF-IR
LZ2' dvb - 11-Zi - 101�51
� Ifi�z;��t5���IIPE��---�ICI-V---,...... Date
.
'A T I ,e� g;g�e�, E�,T-., <I-WrA - . -
Project Address I 9L�����
1 , "
� �, f
,x_ WA0451— ( - , 4-�,,-s ,;;',,n,,,��
������ �,,��
Doc pent i n Author ?I .. .... � f Te
11� � &c 151,�_1'1�e
��� "I..
I I——
Bviklin's Pumit 4
—
Pla. Check 11 Dare
—
Field Check / Wtc
—
Cortipliance Method (Package or U01111)Uter) \_wIlUlu - Ernolceloont Agency USO URlY
-
�
GENERAL INFORMATION I Average Ceiling Height: (5- ft
Total Conditioned Floor Arca_j,;-1�--jft_ _
Conditioned Slab Floor Area &::1 f12 , , �
. Building;Type: _x§-,�cicF.lrliIy Addition
� 1�_111
(check one or morc) ,_ �__Multi-Farruly — Existing -Plus -Addition
0 � -
Front Orientation: _!F�-'No,'Jh) South / East I/ West / All Orientations
N uniber of Stories - - , %_,(jgporjro,j ot i,.,,.Ii.n indclaecs front Trot, North and circle one)
��__
Number of Dwelling Units: I
, __
ise(i J�Ioor circle one or both)
- I
Floor Construction Type: Sill rR7111 ILI-1-1)
�,
RADIANT BARIUER (rcquired,in clirn�tC Zones 2 4- 8-1-5) Required for this sublinittal- xes _--no
BUILDING ENVELOPE INSULATION
� I I'll
Coril�oncnt I
T ) p,
I I � 1,
Fraro'c ,r' ypc
, kid i
" "I
-_ ,:eel
b �
t� ity
-
InSulation
—_
Sheathing i
In,,,ulation
Total IZ-
Value:
Assembly I
U_Factor, I
L critical orranents
(attic(> garage, typical, etc.)
__,____,,
_�WJCF
s�,, 1
- - �
_�_
R-Value
� IT, . - I -
7 �
7 �
7 �
-'-'r �
R-Value
_, , 1
___ I ___
11111111
"
.
- I- - I
, , ; I I � ,,,,, ,
, r�� ,,,
, , I
- .
� :
� I
. . -_ _�
. - - �
.
I Wall.
-
I Roof
I
_V__ I 1, I -I—
i
I
i . it�,rrl �,,'�7, -
-4-- __�_ft, wl�
I
Roof
i _
� � `
� . �', 1 ;;�_�7_-
______ � - - , j,-1
-
____ � ; , � I�c` 14 _�-; J'�, I ,,��, ,�-� !�. �
7 _3 , 4, ,
- _ ___J`__
------I'-, - -, _ -_ "
__ _ __
Floor
- - -
I - 1_11;
_�.;
�
_�klor __ __
-
I � I �,"A-'A'A -6 ,��,
" .
�,�,Z,_, �-;,�� ,,, -
,
Slab Ed c
- - 1--.-
I
-.1-.11.1 �l 1)
_V�1 -A A-nihIV
0-Fa0t0rllrC
I
not i , I - " ___
inmulaLwn reqLturt'_T(a�nh�16� the.Pivscrillfive Packrig�
FENESTRATION s'
,hrtdinly Devices
—
c tralion !
c re
-s
_' Orion-
c�1,
:y
rca
1�-�
7 --urn,
I
— 7-----r-777717�__l
tration I Exterior Overhangs, ,
— I
TF-ues �
SFICIC I Shading Art. I F* ""
I . � tation
..' ej os,
' '1y
' .. ��
FF,,I,-,,-Ip
at")
.- I -
U-Factor
-a- - . -
71, Zle2
- � - as'I
, - P
- - ___ ::
P
, _
,
�7. 1 k - ,
Z� I �z - �
.__ . � k
i U
___ __ —
l- c_ : I
� Front � I I __
! Left � - . i
I :
I �
I ,
______j_
__ I
"r, - 11
,
,
�
'I
�
- -,__
, — W_
,,I- __Y___�
�'—
- ,
1�_ - -
ft I �
Rear � 11 � -
4 ,
_ � _ __ - 4 �0_11_,__
_1_
1 � _.
__ _ _ I ! "
I .
I , I, !
.-
___ __
"I �.
l
Rear — I. , ,
_11-.1'..'.. 12",- _._,��+_7
Ii, I �� 11V , I .71
,
k � i -,--.
I
__ ___1i1_____
'It
,
___ I I ,
____ � -, I - V
__ �
____ __ ___ , . I - ;
-1
_____
!
--::--I.-- __ ------ ___i
- __ --�,,���-,�"-�,.�,�,,�,-,-,��"---------------�
71111(1:s`_'��_ < 'I-1141'e'r
F"evvV, /10�0110- _____.___ -
,
__
. Compliance Forms Augu�t_2_06i_________,_,_ - - -_ _ -------- K_�
I
I
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 1) CF-IR
1,..r,A.��,Y_, P45�-7,v,iEF-Ak_E� _j1jL - �_7f 4� 09 . .... -
�roject Title - Date
I HVACSYSTEMS
Note: Inlyul. hvdronic or combined hydronic data under Water Heating Systems, except Design ficatin, Load.
�
Distribution
Heating Equipment Mininumt Type and Duct or Heat Pump
Type (rurmtm lical Efficiency Location Piping Then-nostat Configuration
Pump, etc,) �ArUC or I-ISPI') (dum, attic. etc.) R-Value TypS (split or Package)
,
RIO, wfkl�_I�twl - �] --�� ,
� 1p
, -.-, VVAIJ, W/A Ei�LIL-q,_-W __Nal_
:42 r P_j69___ .— —,
Cooling Equipment Minimum Duct Heat Pump
Type (air conditioner, Efficiency Location Duct Thermostat Configuration
hoatpullip�cv1p.ortoling) .. (SFER) (attic, otc�) R-Value Type (splitor packase)
� ,
__ kil __ - —
— ----,.-----
SEALED DUCTS and_TXN7s (or Alternative Measures)
D Scaled Ducts (all clim.to zone,)
(Installer testing and certification and HERS rater field verificition require to
D TXVs, readily accessible (clunate zoncs 2 a ... i 15-15 only)
(installer testing and certification and HERS Rater ot field verification loquired)
r,� Refrigerant Charge/Air Flow (clitnate, zoncs 2 and 8-15 only)
(Installer testingtaid certification and 1112RS Rater or field ,orification required)
I
OR
I
, � ,/, Alternative to Scaled Ducts and TXVs (see Pacl(ige C or D Alternative Package Features' Col. 11roiect Climate Zone)
�� .
I - /
Clintale Zone Window SHGC Window U-Fictor SEER Healing _
�, - - ,_ 1-
Z�161 0-117115 01 tc_�
- �
WATER HEATING SYSTEMS
Energy' . External
Rated- Tank Factor or Tank
Water Heater Distribution Number Input(W Capacity Recovery Standby' insulation
Type Ty2e in System or Envilit) (galions) Efficiency Lossj(%) R-Vattle-
I. j - __ , __ — — __ _ _____
-1.11 ___ __ — ___ I ____ — ____ __ _.
1, rvrslrslllgA8 storage �atcr heracts tratcd inpucsoffe&s than orequal to 75,000 Bio/i,,). c1conic .sistaacc, and heza pump waEcul,cam-S, li,tE-rgy
r,actcr, Ftahage gas storage �atnr 11cater, (rated input of groater than 775,000 Bu;/Ilr), list Rracd Inplit, Recovery Efficiency and Standby Los'.
r,or instantancons gns ,ale, ficaws, list lated input and recovery efficiencies.
SPECIAL FEATURFS (add extra shects ifnecessary), Package C and D: TXVs, Scaled Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 200 lResidential Manual).
Package C: thermal mass (thermal niass type, covering, thickness, and description).,
, , �.,41, '�
" � - 4j,0111
i ,L��-�*p, gw� (,2'?,�e,,;�� � "Pp,'1�41'?�' "I litff
, � �
'e "' - , , W , I- ',�` � V�' -
� _r I A -
_' � . -
f4Q-'�62�:"��_' 0�" A� $�(' A �y '3�� '_ f_*'r - ' I i
V�i M1 M t%LT-M cc,, LAo-,If � 4 <,,�19- -:�:,_f C�-��_
�_N � _���
I --,-. ________.__
____ _ _ __________
Compliance Forms August2001 A-3
CERTIFICAI'E OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-IR
11
L-Orv-�. 9----:-,a-tf�A_#c;5--- ,jq_-,�_7�,,, _4p_-�
Project Title Date
COMPLIANCE, STATEM ENT
This certificate of compliance lists the building features and performance specifications needed to comply with
Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regniations to implement
thein. This certificate has been signed by the individual with overaft design responsibility. When this certificate
of compliance is Submitted for a single building plan to be built in multiple orientations, any shading feature.that
is varied is indicated in the Special FeaturQs,/Rerntarks section. TI-te undersigned recognize that compliance usin,
duct seating and TXVs requires installer testing and certification and field verification by art approved HERS
rater.
Designer or Owner (per Business and professions Code) Documentation Author
.
1,
1 i"'. � 11
1plq, :L _�,`,e I Ak"ItIr It—
,
. I , _� - ,,,E,- Name: A_1_1_L__ - __
_
Nrtme� W ^ __ _],�__ _ ,_._
TitleiFirm: f�-5v: Z FQ-'-,-- TitielFirm: 1p,-�, i ,'� , , ,t�
�4,w, , " ,�i,,4,i,,'�,,,I�,,,--:-I,-f-.",T-�,,�I
- __
�L�. , — tlig�� P � �-1
I I I ,
`
, :�/�l,:7--k-,,/-�,,,,,�,:���L��,_�-,—...---,t�-,-
'& Address: '_
Address: �, I , % , �11A�
41 1. 2,6LI—
.
�
A 2i_6__1d4 ��,�� " . -
�, - I � - ___ 3 '�1`111
" _' -, 1� lly�' ", 'i "I'll, 11-dA `�1_1"111
, - I I
-1�;"�',4,��"��;!"!,,-�'�A�'el,�'��6' --2_� .1L_:!1_1SiL__ 'I,
I ,_1 -, 1.
,� ,� --,'&'�-, ,"._,;1 , 4,�,, � ', - ,,,,-
-1 I 4, "I , __ __.
,
- _:1 13
Telephom,: . �� , Telephone: 1411 1, , lla� 1'4�
_�L��4r, --,L _-'z��V ',14____,1_
t
�
Lic� #� I ,4 1�' �,� ',
,L_� 11-- ---,- �, p �- "'y - "
I 1 - , ,,,,, -7 ;,�,,l f g,,i�
I I f,� / 1. �, ._ -^- -
.-
- -
— I � - :�-a�_ — � � - / ; i (ort')
,,,O�_ , 0, , -, �-L>k67 - dstcj wo �
__ - 11) " er- -
S)g aturc d��� (�,
,
, nz
,�b( , )
Enforcement Agency
_.. _____
—
Name: lo%;W,�,,C��j '_
_ � cee-15,4_1
4& ____
I I I , , �
itle: I 11 111, I
1!��II -
" k�,_,
Agency: _&1_U__1_9V_A_E1,_r14_11 I
� x.
- �
, L-J-1-11 �)P'4�1_ �/!?__(
Telep'lone, ( �1, 1,&� ! ��
�
'144",�i,, , -1 I-
4,
�VZL:�___3
1 ---2. _�Ilf _1�1�_
14" 1 lrhoQ)
"
al�i4lstamp)
,
C�� I
_�—g6wsc�c�dT-___ _____A-4
Compliance Forms
S-11-RUil"TURAL MATERIAL NO-FES
'11.�
I
r'QNCD`-'rE
!AIMB-m
. MI::
I 1. ... I ..
-,
L ALL CONCRETE LWLES-0 OTHEMME NOTED SMALL BE REGULAR
L
ALL L01BER SMALL BE GRADE MARKED DOLVmLAS, FIR CONFORM!W-2
UE16WT ,Li,44� ROCK TYPE etb-0 �JCU. FT.). A-reGREGATES SPIALL
I VVISIt'-N 2", =01 C=*-�,!,
lo
E � IE
ME NAAR;r-V'_� IZAND AgCt ---- C-^V60,-ffI`rS TO ASTM C - 53 UT W PR�v N
?�
RAFTER. in-E-4MIS-11 M'RLINS SWALL 0—m n_�_'-L_Ae Flm� NM UIN' 5a
l�� E
SWRINKAGE CHARACTERISTICS CP LESS TRM 04e %
OTHERWISE NOTED
2. READY MI'X CONCRETE SMALL ISE MIXED AND DELIVEMO IN ACCOIRDAW-E
*RADE
WiTlwi A -ATM C-94. PLACCOMENT OF CCKCRRETE SMALL CO�COw. 4 TO
3 t
JO*Tw PjWL II 2' TO 4" MCC, ,Alt," A DEEPER NO",
AM 301�
amE MAMS ftim INS OVER 41, WIDE ,%10j
3. CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V.
suer-UMINS 21 TO _41 1400e, 61 �� DEEPER N031
LEDGERS
OR It LOW ALKALL CONFORMINDTO ASTM C-150.
NO,2
STUOS 2' x" 4" OR 3' A 4' STUDS
4� Mill-41MLIM ,COMPREI-15�51VE STI�*2.Sr�'Tw OF CONCRETE AT Ain-E 0�-`
spine 2" -t h- Nc)j
LA DAYS FCA-
FkO$719% S' �t S' AND LA;W,�F* MCA
SILLS. PLATES AND 5L0=W5t W_*r
FOOTIwas 25" PSI
SLAS ON 6RADE 25M Pst
4.
SILLS AND PLATES IS CONTACT WITH CONCRETE OIQ MASONRY AND
SIDE IUALWS 20ce ral
in"T14N 4W OF 6ROUND SMALL EIE PRE15801RE TREMED 00VULAIS FIR
5�iDF;, ati-Le SWALL 6E 6OLTE0 TO TWE F0_9,1,�,ATION_ WITW %`
& MAY0711-5- ftU-1.0 ��4ALL NOr 9�;�ESO 4'
071A.MVEM x ,'V- 8OLTS AT 4W P��74 C2NTr-,Xe� 12" 1M.1417%" �F;*C-,
Co� CONCRETE SMALL BE MAINTAINED IN A HOIST CONDITION FOR A
ENDS OR 2 BOLT$ MINIMIJM PER PIECE� UNLESS NOTED OTHERWISE.
MINIMUM OF S, DAYS AFTER 1",WL.A.CEMENT. ALTEPWATIVE METWOOS
S%
STUD WALLS ABUTTINt5- A CONIC'PRSTE 01;� MASC)NRY WALL SPALL BE
WILL ME APPROV90 �F SlATISFACTOR'r MOMFORMANCE CAN 'eX
BOLTED TO TPEE WALL W67M rmO' ANC;-0fT MaLTS AT 24' CN lce47E'Pt�
ASSUREED�
6.
ALL Na4 SEARIW.6; STUD WALLS SHALL BE 2 ,,,, VU0,SAN 16 O.C.
1. ALL REWPORCIWOk STEEL� AW,J4OR BOLTS. CN=ELS AND OTHER
WITH %" esyP. BOARD EAC14 SIDE, LINLESS OTHERWISE NOTED,
INSERTS OWALL BE SECURELY FASTENED IN THE FORMS BEFORE_
I
,
ALL STUD U, LL'_
'A' S, SHALL HAVE FULL WEICaMT I x 4- DfAlt�z=NAL
CONCRETE IS POURED. A!0oEG74AT5 CLSANM)TS SMALL RE PRZOIViPED,
IN SOT Ta"M ;nF MCNCRMTE FOMMS FOR P_mClF:lE-M, CLEANCUT ANO
LET-IN,GR'ACES, AT ENDS AT INTERVALS NOT EXCEECXN6, 25 FT.
wSPEZ-fl3i";
�.
C- Y _- WN; � � Z � S G -r, T; 45;� RO, S; _�� A. C-7' , F C� � � ; n t � A N:�, Q PA C:_�! P; � 8W A 17- L C,� � I i 1�_: R_ A
mn"im OF SIX STUD SPACES.
9, VfSRATICW OF CONCRETE SHALL BE IN ACCORDANCE WITH TWE
8.
C47*94ON NAILS SMALL BE USED
4t- I � 4_V_6;i
.___ —
V-4" - 213'-2"
_,�_ --------jr�__
,I 1 4'- On
I - - 2,01-21,
V_V�
.
It ----------------
T
I IF— i
I
11
i
I
I
I
I
�
t
I
1
I
I
I
I
I
I
I
I
I 0
1
1
i
= �
"IT I
co, - 0, gl
�,
41
O's
GENERAL PROVISICk 00LINED IN PORTLAND CEMENT ASSOCIATICZ4 I � , I 1 484 SO FT
I I I PROPOSED I
I
��. �21IQE OLC)MIN61 2 x yl,V TPICK, SMALL SE PLACED IN STUD I
SGIMCATICWS fllr_26� I I f I
2 11 � �
WALL!a AT L-ElONI6 AND FLOOR LEViELS, AT EA!:;','-! �O� k,Eifo-'T c-, � 1 39 SQ FT I -'I 2-STORY
- I � t
,, EXPOSED =WNEMS 0- COLUMN!2�, SEAM, WALL. E%;, SHALL STUDS. AND kTUEEN STAIR STRINGERS AT SUPPORTS. I
BE FORMED WITH 44' CJ4Af'FERS UNLESS DETAILED OTHERWISE, 10 I 1 BALCONY I ADDITION
ISM CONCRETE C0WMACTV-1K SMALL SUMMIT PROPIOGEO CONCRETE 10� JOISTS SHALL BE BLOCKSO AT SUPPORTS AND BRIDGED OR MLd_�CKE I I i i I .1
P 4 -�-----�-__
AT INTERVAL0 07- VWWERE JOiSTO ARE &I x 4: OIQ DEE EFQ, 6 ________ i (SHADDED)
DES*N MIX To T HE _A%1WITEC7 AND Elh*p4E 'E'R OF REC01*0m, Pn, CIA TO I I I I 11 .
� - ' ! 11 _ � .11 1, 1.11.1 , I 1, I'll., .,,---A. 4 I
STAWNW1 T�F_ Uk:�=- Ii. f"!A,XPML�- I ED PEIVAT F0RNaN-_=EA011*'- PAnTI-VIDN' SMALL I i I -1 .11 11 - "I
. I , I— " " -, I . f �
' '
SE 0 � - - - - I -
11. NO WATER SHALL BE ADDED TO C474CRETE WITH TEMPERATURE 2 g 40 16' 04. UP To 141-01 I I I - - I I It A -1
� � 11� _11"", 1111�1� I'll C, 11 =
-, "' ��, � ., V"
" ,
I ,
I _� ��
_� �� � Z� I r
" _ _
�` 11-1 I , " �-''
,
� , F "" - -, - " - 7 ,
t ''i ,,�: � , � rF.�:��,? "',,��,,t,,�,��, - - t
UP TO 26'-O" � . ..... � �� t � � " .� �� ��',�� ,
- Ir ",", RM , 7 � - ., i 11
IN E)dCES-_^:Z7-1_2&-F, 2 l, 4) C. *� oc-� UP TO 2W_FW $,I 1 V�, 1,1 r -L i - __ �
2 g 0 io I&, Ola, A-___7_r1 nrm _,_ � . �, ,
re. UPHRE MEIESM LAP eFND i 60V SHALL SE 014M POLL MESR �2, 1 ----4- . I '' � . . . �� ".",. �;�.;�!_�, �.' ��,' � ,,-,',,��'�,,,'�"-,�,�,",','�� �`,i,�,:." --
I � i I .F1 ��,��,-�,,�",'.�',,�'�',"��"i�.'�.'��'�,�'� , I I " `.1 ��,�",,,F �,� - k I
, , �,��,,�i� _� , ,_, " �_. I'll r�,I�' "., .
" , _." --.�,,�,,,�",."�",r�"�,'�-�,�,'��� , , , ,
17. PROVIDE DOUBLE JOISTS UNDER PARALLEL SEARING, PARTITION WALLS. " , _,�.,',',��-', , , �. ,
I -, I A � �� .... 1, V , "
, ,-
M BOLT HOLES IN WOOD MEMBERS 514ALL BE A MINIMUM 1/32' AND A I I I / I` / '1,1"�,;?�,�, �--,`,-?,�""',, �'2 �� F, I -,t X, , �,-,I����.���,,��,:"..,."�,�:,�
,�, . . " " / -1 �11 - 1.11, '. ;,�� �' �,,�,�,,F,,`_ �,,_ I PROPOSED
. �,,��-""�Aji�-; �, �-�;,��: �",.���,���,��,,�":""�,,��',�,,,
1/ �,��-,�;, �, �,,',,','�' ,''t
_ '. �y', ,,�,���.',,',�,!".-.',�",�,,',,',,���'-,,,,� I
I �, ", , 1, I- - 11 1. � ,,, 1;, �?11 1. �, �-�;A',,�,' I " " "Ill I
,
li" �,�" , - " ,,-, 1, I I � I I ".. . , '__ I -
I �_j��,'.!_��,':,��"��, /,��,'F , ''?, , t,�4',��,.,,,�,,k,,,,
�' � � �F�,�? 1��,,�, , �� -,.�',�� ,�;�', -.';-'e,", 11'�, I I , , 757 SO FT
,
I MAXiMP-1 Vl&" LAWIER TWAN TWE SOLT CHAMFTEM � F, , "', �, ,,�,,, , " -�.�/'_)*,', ,,,,,'I�`Z �,� I
I I , , , , . �,-4,,,,.��-,, -
- - ,�� , -.-,.,,---,,-, "I ,
, , , -
5 , - �":,���,�',,-,,,,'�"'�,�i',�.���,,�,�", "" �
, - " - ,�.,. ,�, , 1
2 1 . �, , ,,.- ,��,�,�.,',.��,-"""�i,,-�,���,��,,�-�,,�? , ," , ; ,,,,,,,��,,,�,.�,-,,,,,,.,�,,��,�
I _ �,, � �� �_z"_",�,,`;i� ��,Fe"Fl ,.,
� �1�111 " I*` , � . ,�, -�, - � I'll F,,�-,,'. L, - ,�_,,��",��, ,,�t`,-�, ,
i � , �� , I
-, � F' `,��, .1 2-STORY
- 11 �,�,�,�.r�,�- , ,��,�:�,.'_,� -.'..',�,,',:,.,�;:,�'�,,",,,��, -.,,-",;,e% � �,%,��, 1','
,,�,, ". % ... �-,",�-," " I-
__ � "
_-, __ ��F, , ,
/ vll_,�'_, �, �, , ADDITION
,
,
. ,', 11 I ,:,;',,��, "I - � , , �
;� I ""I, , , �,:","�����,;��,,�'.',�,�;'z,,'�'-'i, �",�_,:,�,_": �1;e,�, 11�r��,_ �,-,�,�� �_F. ��.,
I 'f�i�..",--�1-:�"-,�"z,?;�'��-,-�,,,,,--���-, _, _ _11': -
7! "" " � ,., , " ,, ,,.,,,,,,�,,,r2�,,_ I
1�11 -� -,
.1/ :� ,,��.-�,�,�,'.,,-'�il,�,,,�'�'�-�; ,"
i I �_ , , �'�,�"�,,�-' , ` , _,�,�- X, 1 �-
I '. ����*,,�"":�"."�'��'-,,�,�,�.,�'�-'e'!"�;,,,, "', , "",e�;",.t,�,�'�:�,,��.,,�"",�.�"�,�,r�, 1""'t
,
= I � !�A--,� - ,�.. 11 1 ,;, ,��, f -.,, I
V�'��__ ;z
,,,, �,Z, , , �, �",� �r` -o� � P, � �,,��,��,;,��,,�,q
- , -
�,��,Iz�-',,�
- - , Z',�' _�� ,
- _
=� ,��11�1,1'"l I �� - �_' _" ",
PLYWOOD I /I , 1',.�'j�.�'�' (HATCHING)
. 11 - 1, " 1, , 51, -;, �",?`,�'!�, _1� , �
, �11 11 ff,�"",'�,,,Y �;�"F",`.""', , � Ir ,," �,
_11—_ . , ',�� � I I I 1 I �'Z,,,��,�,,?�,", ; ,`% " - ,
9 - � Z 11 '. � ,", _�'_ %� � " " I "
§ � ,�.,��.",�,,�,��:�,,�,,�,��""��;'"',� , -,.,'.",i,�_�,"�, � I � , /, ,.,,� I
. 'y 'I..', '�� ,, - � ., " � " � � �,"",,i,`,:: `�L " -�
, I,- ,��. _;'' ,�, ,��,
- i , '' . ,,,-,,, �
1� I ;, , - , ::e""'t, � I I I
r, , " � ,., , , � . ,� 1 ,,, ,,2'r-,-?,!,,..",�,,,,,,, �
-1 ��%��, _` ';
, � '"' �4vit:-4,- " - � , -_�� � I,',, � � �4,-' `_;�,i�,,,, � ,-, I
, , , , , -, a t� A I
��t � , ��,4__ _�__ __ , �, �
_ � � � _V�� I
i. PLYWOOD SMEETS SWALL BE COX C-e'%`FOfWnR4G TO Pa !-Srz, AND �, F � F"'Z_�,"_*," _ F % ,
*1 , , ,1�1 11 ''.. _ - I , _,,f3 , ,
; , , , - ,� 11 "', ""', 1. . 6 . 1 "
,
- . I � _ .�_
� I , ,'-, ��,.�',,�.���,'..�,,'.�,��-"','- , �� F - � _111'�,�,,�F _�,., �!, �
` f, I'�,11��,�"�','�',-,,�:�',,',,,'�":� . "
CAN / �, , � "" ,,#-L',-,",4��,,������,,,,��,,��,��,,��.:.� ,;, "", , , � �,�,�61 ",
,,PA, GRAIDE OF THE AMERI , � �,,,�,e���,:���,�',,,,,�,-,',,'�-,.��,;��,,.,,,.,, _ , , - � ,-,,_.:,, "', " " � . � � ,,,',��,��,,-,,,, ,
,�,. � �,
y , ��- :-t,�""",,�;�"."�'z,',,'�--��,-�
SMALL BE STAMPED WIT14 TWE OR , .1 "" � " " " " "' , �-, ,
, ,
PLY111000 ASSOCIATION, UNLESS NOTED OT14ERWISE ON THE PLANS� REINFORCING STEEL I I I / .11, "I 14".'' - :��,�, �. , ,,/' A - ""� , - ..", ,"--
� , 5",
I �-L'l �, -�,,�,�,��-�,�:.�,�,��,,*,'-,�",, ,'-���-,'��,,',,,.,',,����,,�r,�,�,�,,.?�.,,����,�f"�,",�,��: - �"2:1"�_"`.F` �,�,�,-�, � I
%, , �1'i�',�� �X�F, .,�, _ I I
, — I
"" _�: ,/',':1',- I
�
I
I
I I
I
�, ,�Fy_,��'u
-, , , �, I
, - , , '� , � "',,�� ; "" -, � _,�"J,",�e'.4" ., I
I ,
I/ .�, . - -, __�, _���;�,'.,,�����:;",.-.-�-�;',��: "'u't,': ,,� --�,, `,-� _ "" , I ,,� ;
I �.,,�I,,',,,., �.� � I-, i i
2, EACM4WEET SHALL HAVS A mimmLm AjREA og e SO, FT� WITH A t, R'St'�IFORCVWS STEEL 8PALL BE !MTERPIEENATE 6-RACIE DEF40 -0, I i I �', I ,,,,,',�, ��� ' A�,��, � 1"r F:�Q 0,
. : "L,, , , , , ,- �,,,��k� � ,,,,, ,�
" ,/, � ,�,,L ��' �.�, " ", , � �4,'��"': �"�','� 1, - I - , :
,
� ;� , ", �` �11 - , , , I i , I i ! I
, ,�_�� ,,Z el�:/ ,"'� . �,"�'r " _�, �-,ij - --�;,� ,�,
I a . 1, ,;. , , " ,.,;,,, " - _ I , , ., , , . I , - .
, � ,1, . , I ,"�,,*,�-,F,-� "I �
. , � �� , .��! �,', "'z,�_'�lgi��',, �"�-,',v,�-.,�'F�F�: . I �
,T: " , I . , L." , -, I 11
M t N t V R I I 0 i-! 'i K* f, i-. ,,� C�-- 2 ,7. i _�� -f, - AS Fal.14US I "I 11 .11 " _ � ,� � � _ -,�,','����.,,�,�,'�,,',.,��,,�-��f�,-,�-,-,el,,;�"",�,'��t', ��,F " -,,,',,, 1 �, I
I L . , , ,. , l
BAft 1 `F, , , I , , , �
,, , I I e , - - "� ", ,; 2,_ _ , , - _ �
y 7 � ..... �� I , o'� _ ,;", .�', , , " -� --,i , �� I- 11 , . 1 i
I %_ . �4,,,—� --�', �4, ...
- --- __1 - -.1 -1 77:' 7- ��'-_'- �'� 7- � - - - � ,�� ', � - ,?",��,,,z.,,,�,�,�
3. SEE FRAMIN60 MAN FOR DIAF"ZAGM NAILING SCHEDULE. NAILIW3 FOOTING SLAB 04 61QAOE, I � 11 11111. , 1V11 1, �,�"-.1,�,,,,,.���,,�,-r,:i���",� ,_ , ,,��,�p,,, , , � "', �,',�, - " I
I ,/,,r , �,_ �;,! 1 '," ,, - 6 I
'1 I -, ,, , . , , .. _ X'. , , " , . F, ". '�',,�,",f;'�.:�
_�_, ' " e" � �e�' , , , ..; ,�,
,. , � , , .; , ",
1 It -11, �1111' �11F" .., __ ." , 11,61- , � � � , ,' �, F,�'A .;� ,,� I I
� ,�.,�.,,,,� �, � "� :�: ... ��'_I:k ,
F _ r 4, e ,.,:F,'_,_,,,
� � A� ... �/.�_':_�,,F,��,�_4', ',,�,v�, �
''.", _ , " � ,,,2, � 11 -`, -,
.1 ,"�,�'',.��-,�����,�,�,,�.-,4,�','7�,�.��i,���",��'�,'�, — -�,,�,��"-����,�.��,��;-"�,,i�:
9MAl.L EG ?NSPECTE-0 AND APPROVED SEPOW C4PYFERINCA. MASONii�; AND SENT, DMUELS. TIES I . 11,� 11 �,�, '� - I 11 � � , , "� �,/,'11� � ", =
I � .��,,�,� ,, ,,�',,_�,,�:,,,, , 0i ,,
I 'j,1,AV",_'.", -1�11'1.,111 ". �, ��d� , , - 1I. ': ,�,:�, , ,,,
i�,11� ;�;. ". �,, - �1, ,�,�,-,,�'ll,�,�1,1�,�,��,,,�-;,,,,,�,��:� , -,
'3 '-�'AP_ AWO 6HALLE* A&TH A-615 ORAOZ-40 11 t- I � , I 11 � I � -, I ,,, I ,M�r�,,,�,�: � � I It I
i � I !I /� " , ", -, '1� �1. ,11 ,� 11 "I, �, 1, 1,�,, ", � , - ; i I
I ,; ': .1 - - ", , - _-�, ,� -I
I , I , ; " , , , , � :&tt��
� I , " " , " 1, , � " ��, ,-1, ," "" ".. ,,,��,, I "� F, , �11'.11' I . a, i I
'At SA;Q AND L'Ar-nX3SEQ ASTM A-6is, GRADE " . , ._ ,�, ,� ,�, . f ,-� �,,:, 11 - 1, 1 �4 ,
I ,�, j
I 1` , ", , . - , I , �� ,, �,,� " " / �,, ,�';,� � , I
� , ', " , I � .1 , �, "I /� " / / �� '_ , - 0'it
,1 1 �`/,-" " , ,/ , , / I ` M
2. DEFORMATION OF REIWORCIN�; SHALL BE IN ACCORDANCE WITH ', / I , , "I ,� � ,,, ,, ,�
,_ , " " , ',` ,,, e I "I�',�'I'll��,�,,�,��""-.,�l"I �1'
� ,� / J� ,, " I " L / " I 11 ", �, I .�,,� ,'��,",,
ASTM A-305 AND SENDING IN AC40RDANCE WITH ACI 316-t3b. . Al� I �, ,� , / ,/ - ,� - ", �� �, �', , �' ""', / ./ - ... ... i I n
, - 11 1�1 . I �,-,,-,J_��---,`, � I
� -1 . I- ,,, � " � ,/ � 't- , " 1�,, 11 I ,� 1��: I
� i . . . . . �,, ��, t-�� ", �. 4
r " . J_�11_',t�",,�`_to', � I
, ,1 , ,� ,� � " I / / i" , ,'t�,��
, , 11 M�',�,'t�,�� "
� I� , ��, �,",F,,t�Q��'
I -1, F�� , /I /I I 1, , a) 1 ,� -F '/ ,1 I I , 1 �7,16 - � .
� I- I , "; ,I
,'l,� M040'110I COKeVIMTE COVER OVER IRRINPORCING REBARPOR I � 1--E ! / �/ F, I IF, 11 , tl�, � / � F " 11 � � --',',,�,"&.,�F,,-, � I
I , , � ,, 1��� I _," I _," I ,'F� I'll " I , 1�� / ""' -�', ,'.,�" , .
- �
FOUHDADQ`�I-'! IN"k-3-1 E'S 111�xre?ll? AS N41'11=� oll_iei;wlsa� - I/ I I � . , 1 �. xr, t,,,_�,��, .�� I t i
, , 0 1 ".
� !:�,!U 1 r ,. '. ., ..�
I � ,__ /,"'I'll ,1�1. /I /I 11�', 1, - I- J " �'. I ", ,� ,� /` ��,,'_,,,(�t:-_,� �,,�,� " � I
, ,
I, FCALIkOATkN.- WAS SEEN DRANGWED A"JMINda MINIM" ALLOWAftE NOT EXPOSED TO WEATHER OR EARTM I. I i M IF,- I I � "' ", ""', _', /11"��/ / I'll 1 .F 11 , ", ,,;,,�.�,.,��*%"".",-.,'�',�,,, , I I
j v , 'i , I " , t,
- � "I " ,I, . . , , , 1 ,,, N --
'm 'M;:� TO WIFATWER � - �� � I � F, , ,�` ,,, � ', ��, , "" �,',,,,"",�-�,���',,,��,',�,�,,�, I
EXP, , t I I
'I.I I .11 " , , , , I
, � EXISTING I I �� �', �, �, s;" , ." " ` , � , "F,
e^-]L _QE.A0Mkks�r-qeftUAE nR 2601 CALFFOMCA BUILOIN61 CODE SMALL ; .1� � �11 "', �, ;F��' �, , .F � I ,
� I I I ,� " I I
. -1 , �/ ,,�' - I I
I -XPOSED TO EARTW .. 1 : I " , �/ . I ,�!-`,',',,��',,,�,�,,,--, F`�,,� , a i '�
C 4 , "I
81E AIS FOLLMS I S,2,t ii�l 1 1070 SQ FT ; 11 '. "I ,�, " , /' ' " ' "," ,�',,` ,,/` �',,�A�-�,`.��,t!�,� 1, 0
PILASTER. SEA1 4 COLVMN TIES I . � � �. � `1 -, F' I /,� �� 1� 'I., � . , I I
s I � 11 ,1 / '. , 1 44 � P I'll, I ", , I
�
2. 0� 11 _1 " I e , I , I., , / ", I 1�1 ,,, "I - I !,.',','�-�"",�,,�',����,�,-,',,-� i � = 1,
CON[TINUCtIS FOOTING - W" PS.F. FOAMED FOOTING AND WALL EXPOSED TO EARTH V = i SFR I .. � , __11. ,-4- // /' / , "I �'�i',`�'1 wl �"".,� I =
[SOLATED FCOTIN61% - W" Mey, VWORVIEV FOOTINC-i, AND WALL EXPOOE0 TO SARTH i I'-,- I I / , , � ", I I m I
VLAS M, GRADE V, � ,�, , I �-If,�,,F ,,." l
" , ` _,., I -
"I ,� -, --�,:,�?`�',�%!-`_,.,� I
, E �'.. __ ', .. -,." -,.,, ,,.-- I—- 1-1 _�7 ____� .- ,�-` I," J `,� / I I 4 t
"
. r",� _1, � �." �. , I �� , ',B"��",;v,,� , I 1 -4-11
, � F�. �, , " �, I
I /r , , � --
'N COXCMETE ; � � " _ _,f
4- SPLICE � ,,,
2. ALL FOOTIW26 SWALL BE R>J4DEO ON OR BELOW FlFQM t� ,/r I / / ,,, , i
UNDISNUMBED NATURAL S0.4- OR' APPROVED COMPACTED FILL AND MINIMUM OF Wo SAM DIAMETER OR. 12" WMIC14EVER IS GREATER, 11 .�, 11 " P� -�'_ �",,',."��,,:��,,�,;,�-,', .
� " I , 1, ',�,E,,�,
"I , F , ,_�;�'�� 11
I , , FI I I
ADJACENT R.14169 41MADE tAILESS NOTED OTWEWASF� 1. I J , I/ / , I I -111; "', [\� �._ K!,f.;�',i',K �,', F I I
�,, 4FELODED w5RE JFA64RW_1 &MALL Cot#ORM TO ASTM A-45 AND 1-9�, 1; � , / "", �., I �, ,, ,_ " � 11, � I , I
� F ,"', i " , , 't I
,
� �� I IF '11, ','�, �, I I ,, 1,11" I
��. ALL FODTIN5 _944ALL BE CE-MTERED 6N PlLAWER ,1WD/OR ZAIALL AND . I � "I ", / ", /1 , , I'll � I I
117 I � e, / I 1, / , ., I'll.
COLLrN Uf&ESS OTHERWISE NOTED. , 'i., I I
I 5/ ,- ", I/ / ,,, �, - �. - j I I
6. ALL DETAILW4 OF REIWOfQCIWs SNALL COWOMM TO THE REQ1,11REPENTS I � �_-16 � ,-, / " ,,, �, I Ir -1-1
, I . '�, I � I
_ rINIS4 FLOCOR (FPd EXCAYATION 044ALL BE AS NOTED ON GR.AD!Nd% OF 14ci 2�*_%. Z nit- �,,,/ ,-.,,, ,;-" j/-, 1/ / i � t
' I - ,I , _j I / 1�,__, - I I
� I I ,. I
� ,� � I ` " I
PLAN& 9 ALL f�ELA*ol�,��lt�� CTEEL� Exot Let, A-K1C_wx, e=� �ft�, iMj�Ews E-rc ,I Q_ I - I , , / � I �
� I i .. I ,� ,, ,F � 1;� � 1, --- I *
SHALL BE SECU#44ED IN PLACE PWORTO PLACR�ex ANY CONCAETE . "I F I
5� TWE CONIPACTOR04ALL W SOLELY RESPONSIBLE FOR ALL EXCAVATI04 OR GROUT. � I �,� le ,/ /' ,�"` I t
PA=0UFWS INCLUONG LAMGM, SHORING A40 PROTECTION OF ANY I 1 ,./I , 1" I I
01--EIRTr!�TPY-MiRES, STREETS 00- UTILITIES IN ,
ADjACENj r-R-5 6% ALL AEUIFOACWC� STEEL lM4ALL =%r-01" TO THE RE=MeMENTS , I /I ,�t` ,�'. i � I
I I ,
OF ,441'1 A-69 614-DE 6-0. �!, . I / ; I" "I I
ACCORDANCE: W4T 14 ALI, NAT IONAL� STATE ANO LOCAL SAFFTY �, � . I "I i
ORDINANCE& %_ ALL REINFORCINEs BAR BENDS $HALL BE MADE COLD� � Z ��,� I I I I 11 I I
J� I 1, - I I
".. .--. __ -,- ,_ 1r I—- - -.-- ___ _ ,.-_, �/ t I i I
I
& ALL FWTIN65 SMALL BE FORI'MD TOMEET SIZES INDICATED CN' 10, ALL REINFORCIN6,15ARS SMALL BE FREE FROM GREASE, RUST, MILL I � I ? I I i
A ; I
DRAWIN6191, DETA!LS� ANOiOR SCWEDULE& ,CALM" OM ANY ,-',WEM'F0MIr--N MATtFMAIL WkI4lCW MA- APPEC' TPE ,I
� � I
BARS ABILITY TO _dN'_'%V TO T14S l-ORTAR-1 4, 5 1 - 1, I
� � !
I w -nw i I
'I. ALL F007446 A4� V ivifft 04ALL 88 CINTUWEP tPCER TWE &JILMko EXISTING " I � I
COLUMNS. l'UN.O.) I � ; � �
' 1. -
,I. MEiWOACEMENT TWA? 15 PA*TfALLY EMBEDDED IN CONCRETE SHALL t a 348 SQ FT
, "
NOT BE FIELD SENT EXCEPT AS SPECIFICALLY DETAILED IN THESE I , � ! & I i
,*� I I �
e I* a Kc � � GARAGE �
& ALL FXISMINIG UTILITIES TMAT 4k,`TEf0sFM (INTA TNE 84MA1,W"L .F&,,%0ATtCl'* O'.'Z-tW��0^,t,4ZIlT�9X'T'�'HEt'Mllt�.%'A,PP�%'.'At,,--�TRL���e_-�,E,, F 0 X 31k 12 ; I I
fWALL SE r-REMOVED ANC� i_gFLgXATEM . I � , � �
t : T
l2. ALL RWNrOW_i11* STEEL WALL BE PROVIDED AT ALL POU6'� JOINTS � _1 �._�v � i X
S ALL PIPES. DUCTS AND CONDUITS OT14IN THE 91"'NEW OF LNFLUME OF ON THE DRAWIWGS. WWERE LAP ANDIOR SPLICE LOCATIONS ARE ;1 ; �
TWEE r*�)TW*, (TME PMMME ZCNF, EXTENOIWx BELOW T14E FOOTING, NOT SPECIFI[CALLY INDICATED, PROVIDE CLASS "C'SPLICE PER I 11 312 5 1 1
-
BASED C% A .' I-MIZaVAL TO 1 VERTMAL 8LOM,', ZRALL BE CMEEVEICI SCHEOULE� ALL :��VCR LOCATION$ 61'44'..' ft CLEARLY SROMW ON, � ; � =11r-j, N �
Tkft�91W,tl ,C��W_eETE tA_Af-W-MA_4_E A? THE IgCi�,NOATL`�'w P �t !, � i I IRS-i y . : I I
�
6�� D W14 �&Acl -le?"PROVED BY =_Z1V"GSRe cp i;SCOIRD asr_O�R_E � . I � I I ,I
10. FOUNDATION MAY BE SUWECT TO ITIQUCTUPAL REASION IN TWE FIELD FASRICATION� ; �
� l �
.
01,16 TO F440tiftE VARYIWs $1,160URFACECONOITICN& *_ PLACIN64 TOLERANCES AM BAR SUPPORTS SMALL CONFORI TO THE i � I ! 1 7,
� I I
, � ;
MANtIAL _1F STANIDARD PRACTICE FOR RE%kvFOR6VN* =4CIVETZ, l I
�
C��NbTft,CTWN, e1r jCftl� �, I � ___1_��
. �
� � ! t " -,
14� CLEARANCE BETWEEN PARALLEL ISARS IN A LAYER SMALL NOT BE �_, I—' 1 11� 11111. - _�, I ��, __ ) I
LESS TMAN I-, KOM I BAR DIA, NOR Ix MAX. AGGREGATE SIZE. I I . I , I � 1 "
� .
I . I i
fOUNDAT101"N' PLAT E SIS ILLS SAM W !rHCOND LAYER VRALL SE DIRS:CTLY ABOVE ;-%A,IPS IN F! ! ',
IR5T I � I I
. . - . i
I_Aymm;w, O*TA�4MF_ sFnaaEm LAYEW" = r" . '� I I I I
I � I P
L FOOOAV�W PLATES OR SILLS 644ALL BE BMTEDTO TWE FaNDAY16W .� - , EXISTfW..s 11 I .
OR FOUNDATION WALL WITM NOT LESS THAN V 014. STEEL SMTS � I-
I
EMSEDCM0 A" LEAST 1" INTiO 'TWO COICRETE OR MASONMr AND I ! " , "I .11 " CONCRETE I �
. I I
I � - / DRIVI-:111A Y
,W_4CV0 NOT MOWE T14AN r,,'-0' APWAJRVI`W�!9�e $WALL �,�' A MINIMal Q I - .
Cf- (2,1 WILTS FOR PIECE UT�4 ONE BOLT LOGATED ,06714 12' OF �� I � I Z
�
, I
I � i
EACH ENE) OF EACH PIECE. A PROPERLY SIZED WT 040 WASMER f , I I
SHALL BE TIGHTENED ON EAC14 BOLT TO THE PLATE. FOUNDATICN I
NLATES AND SILL SMALL 8V TME WIND (�F QJ= &PECIFICO IN I�ECTICN I I ,' � I, I
-
2W-ol�4 C-F TAE 7001 C�m,C, I - I I A = I I
i ` IRl' I
i I � � � I -1 �
I� � � v . Al I
I I I I I I 'IV )
I 11 -, I I
� 11
. 5 I ,, . 0. f
- - i
I I I �
�
I I I , , 11 � �' I I
,
"
I
,
I I
I I
I I � I I � I
,
I . 1. I
. i i ,
. . I . S
-
I I I
I
" j� 2�
1, I I , I I I I 11 , , � I . I I
9 I � 1 .1, � 11 I ,
I � � I
I � -
__ - - — - - — - - -4-- - - — - -.4 — - � --------- &_
R115.001
01
flmffvm�����
fNWLATfON EXT WALLS R-i3
ATTIC Fe-30
FLOOR EXTERiOR 4 aARIACI-E R-PB
FENESTRATION . FENEST RATION - U-FACTOR=0.40 MAX
SI4GC= 0.35 MAX
APS EFFIC-M-MC-Ir NN I A.
RAD;ANT BARRIER EMISSIVIT -I 69-5-S, OR EOUAL TO 0.0*
INSTALLED TO COVERROOF TRUSSES AND
GlA5LE END WALLS AT ATTIC.S
.. ---------------------,-.-�.-,---,.-----,---�----,-�--,.---
,ALTEMqATE FOR TXV OR/OR SEAL DUCTS
,� I
� I , `�
- I-, ff", - D",V1, 1(,tz
,1 A,N1N_P K,, 103
:", _ , - 1 ------- �
- ,, _
IAA,�'r M,D,:,10�
,11 I
�
-
�; �, � "I 1- � -,-",----
, , ""' _ 1
,�� T-,. J�1_111 I ... 1, ` I
k,j " 11 - �
11111MIIIIIIII-IIIIIIIII
` 1. '_ _ � ." 1 -, - , � I I , ;:-�, " ", , � -, __
': � , ,� ,� 1bl�, ,
.d,i � -, , 1('1_1_
DMI PF, � , ,
- , I "?/,-/-f---.--''-,---�---,-.-,----
. �,
P7711"i '' , F, ,
__" 11 " .1 _-, — .F—
,
-
I - � Lr�
,
_'y� 1
_,
_IJ -
I
I _'�_ , "�� " - __" "_� i'� � 1 -1 Ir 11_____
� ,��'A�"�'P , 11
Ir Q�
1�1 � I
, � ... �,�,.�-�-"�-,�-1--�l----���ll.":,--
F, ,
" , "I I , , :, X
�
-9f, , - 21
- � ___ ." I
" ,, - -- '�,,3,
- '%, I , `,.k;_,�,_ _,�,,,� _-NO. -
- � F," �,:,� � I �,k,, __ I
NA " �', i � � " ,
,, -A ',F
',� "I 1-1 __—____________�
ll'--)�'i'A�r"'�,-,---,,,,,-""�-'..'��
" - -1- ,I F ' , -2700
11-0 'j,p,C pj,�t)!,�,F i7l,14 1 1 667 " "' :
I'll F""'f�'M�'If)INt"Z 1',_",F,�
�, �, � � I
,? T1111 � f, '11- �
I It, ,�,�,� 1, � J-,�J�, " e
'' tz,
�, I
" ,
s 1, � t ,4�114h
�
,�;� � , I ;�:Ijw,ye-
.0 ,
I
. x
__.Al j.,-A ,� .-r, TIOW
� I
BERKELE Y 6 T
__ __1
I
LOT AREA
_____j
6873 sq f t '
�
I ____
1 EXISTING SFR
L------.— ___ ,. _______j
1070 sq Q I
�
t
483 Sq ft
IST FLOOR AjDD4TION
L-----.—
I
1 �,- ..-,! io P 0, q- E t)
�C60R
757 su" Q
ADDITION
[__�2�!�
__________
PROPOSE D
I - - -----"--
45 sq, ft I
ISAL�1_10NINI
I
- - �
-4
EXISTING GARAGE
348 "s ft 11
I
, Tr_ T
� , A� ; ! vpy,
�1.11 - . � 4,3
--------
---1
3,11 s- ft
2-
-_ -------------
I TOT.AL CONSTRUCTION
I
2659 r,q ft
1_________1..
�
�
. I
I I (�T COVERAf-SE
LL_'__'_.___
27�7X f
-
�','I "), I - "'-he Following Approvals-
,, I �, i e ,,,,;, I . .
,
r
,�'/, Rani'lling Department
F! F*ffa Department
".
1_1 Police Deparfment
r__
EJ .Public Works Agency
-11
EJ Grading Permit
?� __ ,,,_�,__
01 County of Orange He�,31M!F111 IJUPWRHI,ent
.
D Call'OSHA
I
g
. I a] *A
Al
PLOT PLAN
A2
FLOOR PLAN
A3
EXTERIOR ELEVATIONS
"I
S111
5MINNE"'A1110N, PILAW
S2
FRAMING PLAN
Soi
STRUCTURAL DETAILS
SD2
STRUICTURAL DETAILS
ADI
ARCI-11TECTURAL DETAILS
'
PERMITTYPE: &6G--'ELEECT PLBG
MECAIIRADING
PERMIT#___L_\W _f___1*e_==__ I ��,
OCC, GROUP ____
CONSTR.TYP - .., I ---
I CIODIE EDIT10N I �_�_
1 --114921 —
I
, FLOOD Z,CJNE--X,.---
i L� I
.
I
1,_ -
� ",
,k F-LOOD'ZONE CERTIFIREQ'D YE � S
il— \/r=,
I NiflCROFILVII I - NO
— . I - .. — ��
,,7 _�,
'�IAI,,).i.K�.��,.,Y'�1-:,:>,A�qR!ER @ RCU�- C, ',,-,S.) NO
- -
RE�3�OEN7'P`10_ DEV FEE YES NO
- _.______=�z--
I
; �,_�,'" l� J"'��,-_r_
0CT
,A��-�_ 11JF.> I I
LI I I- _____1_1_ I
AR,C H IT r: CTU RAL 87o R;L1 CT U RAL
ACCEPTED FOR CCIN� S-7 "11FICT ION
SEPARATE PER"W"HTS AAsl;�,,' ,��,,,',':,,'�A,'MRED FOR �
.,- [� �' " ,
Et.CCVF%, MIR.M.110 A.14 W"�,,�,���,�"Il,"-,S,�,�,,�Z',,,,,,"�,���PiA PLANS i
3VA1, PLO , I- I
%3 W- I of pkm�6'5 and G"PC�Cifi-,?2,io,n�r,-.",!�'��,� �3e �'!�'�;I�t oil the i0b 1
'��f
I- or �
'9 "T!",�,"',-,
it aq rjme��-, rj7,cl it is urapodul to � i
V, - , , I e i
afteraidens OP SUPIle wiftut Wfitt �' (�"��m ss�011 from th t
City of Santa Ana, I
I
f ,d S,r, ,,'icafor
'prj,, is SHALL NOT I
Tne accepance of this plan an P �, � � . , Mation of any
ne v
be hold to perimit nor be an &VOWD'Ic,� t�%� M I
. "
provisions 0i I Ordinance or State Law�
Accept9d By _=62�24
I
I CITY OF SAFff A A'i�,IA
IDate Issued r7— .I�C)—O�
�
"'A
GENERAL NOTES
�
i. ALL UA�w &4ALL SE t>ONE IN- ACCORDANCE W1 THE 200
CBC, PLUMBING, ELECTRICAL AND MECHANICAL CODES,
1
2- V-PRIFY ALL OU'IENSION6, 00 NOT SCALE DRAWINGS.
,
3� 'IT 694ALL SEE TPE REA-PCA46ABILITY OF T34E C-IONTRACTOR
VERIFY ALL EXISTING COINDITICV.S ON THE �341',TE ,PRIOR TO
COMMENCIING WOW AND 16 TO NOTIF"Y TH-r- f_-)WNER AT ON(
UPON DISCOVERY OF ANY OMiSSIONS OR CONFLICTS IN
Ti4E DRAU11 NGr&
.
4 PFPX-_PARATi0N OF i5UILOIN6 SITE SkAl L 15E F*F_9
iO
SECTION 3302 CBC.(ALL STUMPS AND 675 SHALL
SE IREMO-IVED FROM THE SlOIL TO A C)EI=Tq Crr AT _1EA15T
I Ce �_
I2 l'N'CWE5 50_00,' TPE 561MIF4- OF T M GR-,�NUND TO
BE OCCUPIED 5Y TI4E BUILDING)
5. ALL NAILINe�a TO COMPLY W/ TABLE 2B-iI-$,A;C-5-C
TT' VN
$ , r;�,E OF CCNST,%0U'CT1tN
.
OCCUPANCY GRC1UP R-3 I U-I
I I I :
1941
- I
ir i � �
�
0 "I I I"
�
> I I �
.-",.-",.,"-,""��111.1.�1-11.1.11�,,�-I..-"",�.�,�—.-,-�,,�,.�"..,�---,
, � I
:r A r plo e L �1 M 0, C, 1, 4
0 1 , � i
:3 .... _._ ��N L I" a a 1, e L
W�"-.,-,..�.".�,,.,,-�-,—�,�--.T ... .-
,
1 4 i
11
�, �, � �
Z F � 1,
I �
I
< � i ;
1 158
PH '7 14 / 8,3 5'
7: F X, 714 / 835 142
1
� 2017 W. ALCO AVI
0 CALIFORNIA 9270
Z AADRAFTINGOMS.N.00
0
W
W REVISION
0
0
0:
a.
0
�_
0: .
2
x 21 1
0.
0
W q�.�'
D ec-A 0
0 —
0 Qr"
.
-
I
W
im I 00
-1 ,C� TS%V-
-1 0�
< I
T f 1.
U) SO.
I
Z
I 0 1 -
, i::
0
D .
cc
�_
U)
Z 1_1_��� S11
cc
I III
0-
10
M
IL
,
ir
0
I—
0
<
rr N
�_
� Z .400%
10
0 k.)
C-L
I .0 >_ N
W N
Z W M
3�
0 .j V �
-
-
W LIJ
Z
2
W y <
LU . f 4%
0 fr �j
Iu
I
I'_
0 W -
1-- M <
Z
0
�_ Z I
< a
0 . %� % �
E I
�__
I 0 �>
Z
Z
W
F_ it <
�_
LL I r^ 1
3: V j I- I
W ^%%
�_ VjZ
:�
0
W
2 <
2 0 ^
III VJ
�7 cc
n
D - p7U
__1 ,
a ARC-P-117TEU , '
III F,- -;
x -I, - - '157 �,"[) I- k
AU'G1rz'u',' , i�`h
to
�_
Z
I W I ely-IP-)" 1PLUIP11"E'
2 -
:3 '�i
0 1 ELEOEC";1 "CAL, tF16&
,
�
I- . ��;t , ,,, ,_�fl4 6011
0 - - - ____ 1, TN.o g-% C � , ,,,
,j �g , ,,, ,
, ,,
1� , ,,,
11
.
C j� e,"," � is 1
1
� t, � 11 � 2
z�l , � 1�*3*"'14��iiii,,��, wvt ,
W 16:�i�`,!181 ___.11� 4c Arn
,
0) f Sam! Ana.
W Ci �
� T I
�_ I �
I% -f��,n acp,,*,Pt�lanc-e� ,04 thlol
m 'N
, 11 ., � ,,,I
i , ; _�,O" U�jln,fjr
, ,
e� r ,V,1UW -,
Z e E0 �A' ui�i4 0 4,1
1 1 p-mvist, It
L_ i
3: � I
0 1 AoCOVIO'd BY —
� �
a:
cc CIT
D �
0
0 � v
I 0 9 ,n, issued ---
I LZ:L_1_1_________
W JoB DESCRIPTI01
6
Z
< 1241 SO FT 7-STOR
Q�
W ADDITION 4'
TO cc
0 40 SO FT BALCON
co
E ;�
�
M
0
Z
0
0)
0
i PLOT PLAPt
0
C6
ir
0 1/11.1.
it a -0
ir
III
>_
Z
< 1.-"-,,�",-,-,",�".,�,-�"--",-,-----,��--"�,,� ... .... -
DRAWN: AL
___.__1 1-1 1 --- � ------- _ - - __ I � I I I-
CHECKED-
_1111 -------
I
DATE:
I'll-1.�---.-�-1-��1--�-1-�.�----..--�,,�-.,---
MAR-19-05
JOB NO:
111- ,.--",�-.---,--.,,..-��.11,11�,.�,-�-.-I
"I
-%��ll,�--;"Itll�111.11,�-I'll�l":-",-,-""�--l'--".".,-
SHEET NUMBER:
A-1
SANTA Ai & P0LIqE DEPARTMENT
RESIDENTIAL SECURITY REWIREMENTS
1 Exterior swinging door must be solid core ipl -3/4" thick or with panels 9/16" thick. (8-2,1 0,A)
4.Z Doors leading from a garage into a dwelling u`Ijt must be sold core, 1-3/8" thick. (8-210,8)
3. Specify that above doors be equipped with deadbolt�ocks.,,approved by the Police Detartment (8-
210,C) - specify make and model number.
4. Specify flush bolts with 5/8" embedment into 114ad andthreshold on inactive leaves oft' xterior double
doors, (8-210,E)
5. Glazing in exterior doors or within 40" of the latch must be tempered or burglary resistant. (8-210, F)
6. Hinges for out -swinging doors must have non-rernovable pins. (8-210,G�
7. Strike plates must be 3-1/2" long, secured to the jamb with screws 2-1/2" in lvngth. (8-3'10, H)
8. Front exterior doors to be equipped wit 1*80' door viewers or clear vision panels. (5-210,1)
9. Each structure must have a street address or other identification, which is visible from the street.
Figures must be 4" minimum in height of a color contrasting to the background, (8-210,M)
10. Provide an illuminated plot plan of the complex at each driveway entrance. (8-210,K2)
11. Specify light fixtures, at exterior doors, which provide one -foot candle of light at ground level.
(8-21 0,L)
12. Exterior walkways, passageways within multiple dwelling complexes must be provided with .25-foot
candle of light, (8-21 0,M)
13. Parking lots and parking structures of multiple dwelling complexes must be provided with one -foot
candle of light. (8-21 0,N)
14, Required exterior light fixtures must be vandal resistant type.
15. Wooden garage doors must have panels 5/16" in thickness. (8-208-A1)
16. Garage doors more than 16-feet in width must have two locking points. (8-208,C)
17, Slide bolt assemblies must be attached to the doorframe with non -removable bolts. (8-208,D)
18< The slide bolt must be 3/8" in diameter, (8-208,D)
19, Windows and sliding glass doors must comply with test standards of section 8-212, Specify make
and model number. (8-209,A)
20. Louvered windows may not be used within 12' vertically or 6' horizontally from any walkable surface.
21, All skylights shall be provided with rated burglary resistant glazing. (8-210)
W A-LL LEGEN'D
EXISTIWG WALLS TO REMAIN
EXISTING 1_U4LLS TO REMOVE
e
FLOOR PLAN NOTES
i,
2X6 FLUMBiNG WALL
L_441,,�ATOFZY
2.
22"X30" ATTtC ACCESS
14.
WATER PROOF DECK SURFACG (MIN.44" /FT SLOPE)
E12jAL TO "MER-KO"' WEATHER iDECK, R.Fe 336S
31
6III LFAND POLE
IN-SiALLEO PER MANUFAC_TIXER'0 INSTRUC'IONS U51NG
APPROPRIATE FLASHINGS AND DRAINS.
4.
REC'D MEDICINE CABINET
COLOR 4 TEXTURE AS.S.O.
N,6� WALL ;4EATIER,
Imo.
3V' HICVP INTERIOR GUARDRAIL
40K aTU MIN. CAPACITY
16,
TUB PER OMER ON PLYWOOD
PROVICCIE FUEL 4,A6
PLATFOR'T, FINW W11 TILE OVER, PLYW'D
IO
-15-1 5Q FT
PER ,A r-
>�I �
ADDITION
1
RELOCATED ISINK
I'l.
Bro" HIGH EXTERIOR CsUARDRAIL--
S.
CASIN.=-T PER OUANER Wi T,'-;E TOP FINNSW PER OUNER,
S.
me-ELOCATED STOVE W/ WO00 A LICWT
PROVIDE FUEL SAG' 110V OUTLET
10.
PROVIDE %" TYPE 'X'DRYWALL 15ETUJEEN
GARAGE AND WOUSE AT WALLS AND CEILIN63n,
ANED UNDER STAIRS AS REQUIRED
is,
TOILET.0.6 ,,LICE FLUSH MAX)
12.
514MER -STALL W/GLAX9,95 E'NCLOSURE-
POOR$ 4 PA_NTFL'6,"Ui15T BE L-4,15ELED 'C'ATEGORY 1e
CLASSIFICATION PER C6C C14APTER 2-4
DOOR TO SWIW_* OUTWARD
NET AREA OF 5ROWER jaHALL BE, NO LESS THAN
10,24 'SQ114L OF F-LOOR' -g E.NC-CT,!PA&& 30"
�DiA. _CfRCLE,
TILE INT. SHOWER WALLS MIN. 101, ABOVE DRAIN,
E X 1 ST I NIG
BEDROOM
1*2
BATTERY(
OR
Rov
EXI-STING
BEDROOM
I Ell W1410
4..,...;;!
LANDING
W60
1AX_
vw SL I oR
TEMP'D
III
J
SL
E X 19 Tl N r�z
BEDROOM
SATTEW
I El
8ATTEW,
nov,
I
EXISTING
BATH
f
ELE-C-FIRICAL LEGEND—;
414-
1/22 'm','-,T 110V 0 1,12' UN.O.
:0=
II01,` OUTLET
GF;
GROVINC, FAULT !N1TEP_P_jf=TER
220v OUTLET
SWiTCIA
3 WAY SIVITC-W
CEiLll;"40 115i47'
WANGING CEILING I 1014AT
WALL MaUNTED L16HT
MlNii"IUM AMR EXCAAWIE FAN
TELEF-14ONE JACK
T IIE RM 0, 5 T A T
05
SMOKE DETECTOFR
PLUMB FOR ICE MAKER
TV OUTLET
Q I
FLUSH CL'r. JUNCTION S4>X
1-#-
HOSE SISS *
PiEL 6-5
@
RECESSED CAN LICIPT
0 1 1
RECESSED MINI 1.1aPT
CEILIW,/FLOOP. SUPPLY AIR oir-FUSER
1,1111-ILL SUPPLY AHR -DIFFUSER
REIR.IRN AIR DIFFUSER
R-UORESCENT L16HT
FL
FLUCRESC-ENIT AS RE-O'xs
SURFACE MOUNT CEILING FAN
AEI
?;RECEPTACLE OUTLE'IS SUPPLIED SY
e-R.4NCH COR4ITS PROTECTE-D 5Y
AN ARC -FAULT CIRCUIT INTERRUPTER
I
I
P,REPA RED BY:
11,
If-
D
R
< PH 1714 835� 158,r-
_T FX 714 1 835 142E
2017 W. ALco AVE
SANTA ANA
0 CALIFORNIA 9270Z
Z AADRAFTINGOMSN.COI'
W REVISIONE,
W
c.
(L
0
O
Iu
it
W
C.
0
X
(L
ir
Z>1 11:
t
EXISTING
Z
0
i_k
60
0
EX)STING, UJ
Z
KJTCHEN
A
_J
Z
to 6-
>
W
W
L
0
U_
0 UJ
r
Z
0
Z
NEW 20
0
VIN FIX Z
TEMSIV
Z
ry)
F-
0
S1 <
2 10 ^
2 )
W
All
W
F-
Z
W
OWNt
A
t I's
W RODRIGO Lop 2
0
W
Z
714- 546 53S�'
t
Z
E OF
0:
D
0
0)
T JOB DESCRIPTION
0
Z
< 1741 SQ FT 2—STORE
a.
W ADDITION 8
40 50 FT BALCON�
0
Z
FIR5T Ui
0
f=LL""-1'N)0fR
2 FLOOR PLAN
453 5Q FT 0
ADDITION 0;
0
cc (/4."1'-0'
CC
PROVICE &10* MTECTOM IN IZACQ MEOROOK W
COMDOM OR WALLWAV ACCRESSING SUMN!
PER SECTION 3WWW.3 8 M.SiA
CISM, Z
NOW WOOS TO 9AVE A
3.A_=,-FLM PW&VENTER OR UT14 A L16TED
VAW_"J ftm--ZAKEW.
DRAWN:
AL
CHECKED:
DATE
MAR-19-05
JOB NO:
SHEET NUMBER:
A
/A-2
Y.
2X FASCIA TO
MAT—,-W EYISTfW_2
THIN STONE VENEER
OVER (E) PLASTER
Ivan -
VALLEY
WEEP
ou SCREED
14"Xib" LOUY'D
ATTIC VENT.
TYP�
L
(TO MATCH
EXISTING)
G.I. SCREED
DOF"ER VENT
12" R. TYP. --a_
STUCCC EXTERIOR
TO MIATICI-I EXIST44
12
a 7 H
_1 T'LJ__J L-L i 1.4..1..4_i.'i-j-
F
-A TO
2X6 FASO, I
MATCH EXISTING
2-p-144-1
ALL NEW EXTERIOR FINISHES,
WIT C)IM,TRIMS, ROCIFIN65, EAVES
ETC, SHALL MATC14 EXISTIft,*
IN TYPE, COLOR, MATERIAL AN TEXTURE.
ASPHALT SWINdGLES
TO MATCH EXISTING
2X6 FASCIA TO
THIN STONE VENEER
OVER BROWN COAT
3
36" 14IGH W.I.
L W1 FRAMED 4
WALLS 4 STUCCO F14 I
NEW CONCRETE
LANDIWS 4 STEPS
ri
ATTIC, VENTILATION
ATTIC AREA= 151 90 FT
ATTIC VENT REC'D-- 126 SO IN.
PROVIDE (4) 12"R 035 Sl EACH)
G.I. Se—'RENEED DORMER VENTS= BP40 S.I.
AND (2)14"XIS" * G.I. SCREENED
ATTIC VENTS= 252 Sl
GOOD FOR 11B2 SO IN.
SCREENED WITH 1,41 INCH OPENING -
CORROSION RESISTANT -METAL MESH.
Pr EPA R ED Br:
Air -a
0
ASF44ALT SWIWGLES
TO MATCH EXISTING
J_
z I- < PH 1714 835 158E
2X& FASCIA TO I FX 714 835 142E
MAICA EXISTO%* t 2017 W. A L C o AVE
3: SANTA ANA
0 CALIFORNIA 9270-2
4" UJO. FOAM Z A A D RAF T I N G 0 MSN. C 0 1-
Q
OR 2X TRIM W/ w REVISIONS
STUCCO FIN,
JU PN - 23 - 05 Al,
ASPHALT SWINGLES l- ANN I N4, OMAN&O
TO MATCH EXISTING 0
0
�'J L i
a.
U
L
w
'bisl
LF
< #0
7-1
z
0
D
z SITE
w
a.
0
0
z OWN
0
0
z
0 J
w UJ
z
h
J,J---
Q 1%ow
LL------ -- -- i
N.
�L, Elf, _u A ------ OR 2X TRIM W/ ui
0
STUCCO FIN. ►
<
z m
zL
4X6 FASCIA TO
MATCH EXISTING
W
i:
,--ASPWALT SWIWxLES 0
TO MATCW EXISTING z
z
r w
J
w
7
7"77
LU
<
4" UJD. FOAM w
2X6 FASCIA TO
MATCH EXISTING OR 2X TRIM W/
STUCCO FIN.
z
OWN
=--j 0 0
wl
. ................ RODRIGO LOPEZ
co
w
0 z
T 714— 546 5334
THIN STONE VENEER
z sp
OVER SRMN COAT cc
it
D
0
Joa DEscpipTioN:
Q
z
< 1241 SO FT 2-STORY
OL
w ADDITION 8
a:
Q 40 SO FT BALCONY
0
z
0
cn
EXTERIOR
0 ELEVATIONS!
6
ir
0
Ir I/4-.-l'-lD'
ir
DRAWN:,---
AL
CHECKED:
DATE:
MAR-19-05_
JOB
SHEET NUMBER
A-3
CHAP. 23, DIV. It
TABLE 23-11-B-1
NAILING SCHEDULE
,rAmi r- lmrZ qC'f4Fnl1LF
2001 CALIFORNIA BUILDING CODE
CONNECTION
NAILING1
3-8d
1. Joist to sill or girder, toenail
2-8d
2, Bridging to joist, toenail each end
2-8d-
3. V X 6" (25 mm X 152 mm) subfloor or less to each joist, face nail
4. Wider than 1" X 6" (25 mm X 152 mm) subfloor to each joist, face nail
3-8d
5. T' (51 mm) subfloor to joist or girder, blind and face nail
2-16d
6. Sole plate to joist or blocking, typical face nail
1.6d at 16" (406 mm) o.c.
3-16d per 16" (406 mm)
Sole plate to joist or blocking, at braced wall panels
Topplatestud, end nail
7. a e ?
2-16d
4-8d, toenail or 2-16d, end nail
, plate
8. sole
16d at 24" (610 mm) o.c.
9. Double studs, face nail
16d at 16" (406 mm) o.c.
10, Doubled top plates, typical face nail
8-16d
Double top plates, lap splice
3-8d
11. Blocking between joists or rafters to top plate, toenail
11 Rim joist to top plate, toenail
S d at 6" (152 mm) o.c.
13. Top plates, laps and intersections, face nail
2-16d
14, Continuous header, two pieces
16d at 16" (406 mm) o.c. along each edge
15. Ceiling joists to plate, toenail
3-8d
16, Continuous header to stud, toenail
4-8d
17, Ceiling joists, laps over partitions, face nail
3-16d
18- Ceiling joists to parallel rafters, face nail
33-16d
19� Rafter to plate, toenail
3-8d
2-8d
8
20. 1" (25 mm) brace to each stud and plate, face nail
21, V X 8" (25 mm X 203 mm) sheathing or less to each bearing, face nail
2-8d
22. Wider than I" X 8" (25 mm x 203 mm) sheathing to each bearing, face nail
31-8d
23. Built-up corner studs
16d at 24" (6 10 mm) 0 X.
24, Built-up girder and beams 20d at 32" (813 mm) o.c. at top and bottom and staggered 2-20d at ends and at each splice
25. 2" (51 mm) planks
2-16d at each bearing
26. Wood structural panels and particleboard:2
Subfloor and wall sheathing (to framing):
6d3
1/,?" (12.7 mm) and less
8d4 or 6d5
19�3,,,_3/4,,(15 mm-19 mm)
8d3
7/8,,-
'1/, 1"' (22 mm-25 mm)
�"-11/4" (29 mm-32 mm)
10d4 or SO
Combination subfloor-underlayment (to framing):
6d5
314,, (19 mm) and less
8d5
7(g"-V' (22 mm-25 mm)
11/8"- 1 lf4" (29 m m-32 mm)
lOd4 or 8d5
27. Panel siding (to framing)'-:
6d6
1/2 " (12.7 mm) or less
8d6
5 /8', (16 mm)
28. Fiberboard sheathing:?
I/2'(12.7
No, 11 ga.8
mm)
6d4
No. 16 ga.9
25/32" (20 mm)
No. 11 ga.8
8d4
No. 16 ga.9
29. Interior paneling
1/4" (6.4 mm)
4d10
3/9" (9.5 mm)
Wit
'Common or box nails may be used except where otherwise stated.
2Nails spaced at 6 inches (`152 mm) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are
48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Sections 2315.3.3 and 2315.4. Nails
for wall sheathing may be common, box or casing.
3Common or deformed shank,
4COrmron.
-5Deformed shank.
6Corrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3.
7Fasteners spaced 3 inches (76 mm) on -center at exterior edges and 6 inches (152 mm) on center at intermediate supports.
sCorrosion-resistant roofing nails with 1116-inch-diameter (11 mm) head and 11/2-inch (38 mm) length for 1/2-inch (12.7 mm) sheathing and 13/4-inch (44 mm
length for 2a/32-inch (20 mm) sheathing � conforming to the requirements of Section 2304.3.
9Corrosion-resistant staples with nominal /16-inch (1l mm) crown and 11/8-inch (29 mm) length for ly2-inch (12.7 mm) sheathing and 11/2-inch (38 mm) length
for 25/32-inch (20 mm) sheathing conforming to the requirements of Section 2304.3.
10panel supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked]. Casing or finish nails
spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports.
panel edges, 12 inches (305 mm) at intermediate supports.
Panel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on
ROOF SF TG 0/
RAFTERS PER PLAN
i i V
Exlar4f-i_ -Rop, A
SECTION A
* 0/
=ER PLAN
2X STUDS 0
161, O.C.
STUCCO EXTERIOR
9
ON
0 TAY'aic,e,Li�-, Mt4c,�e
D
FOND,10
TPH
771114-
835' 158EUT1NN
1.
F
2017 W.
835 142E
ALCO AVE
FLOOR Si EATHINd-ii
S A N T A A N A
0
1
CALIFORNIA 9270,2
7/4' STIRICTURALH C-700RC-C
Z
AADRAFTINGOMSN.COr-
PLY11000. F11HUMUM P-ANEL INDEX NUMBER
7)
(40/20) T 4G, W1 10d NAILS 0 6" O.C.. SUPPORTED
W
REVISIOW:
EC*ES AND 10d 0 10" O.C'. IN THE FIELD
W
(I
JI-t-4_23 -
05
OCX (UNBLED UN.O,)
0
PL,-ANN 1 N&
CHAN&6
At
FACF 6RA"N OF PLYU000 SPALL BE' PERP.
TO SUPPORTS
0
2. CONCRETE LNVIOIK<�x 4 STEP$�
4" ZE-40W TWIRE-SkOLD11 MAX.
0
1
3- COCATION OF PI__M " SIN FIXTURE.
ites
4. EXISTING CONCRETE FOOTIW_% 02"D X 12"W) VERIFY
Bo NEW CMfCRETE FOOTfNG
A
0B0 UU X, 1611 D Wlifll) 94 TOP 4 BOTTOM MIN-',
W
AND 8" WIDE STEM
NEW CONCRETE. FOOTING,
1 -a' W X -Z' D kV, (U n4 TOP 4 MOTTOT-11 MHN_1
AND 8" WIDE STEM.
09
z
1, 24" L, "4 RE5AR DOWELL 6" INTO EXISTING
2
>_T`6 T48 W/ 'EPDXY" PER DET
rJ
S. 14"X 6" C".1 SCREENED FOUNCOATION4 VENT
■
!VX 24°' 6-.i. SCREENDED fOUNO�TlCt�, ACCESS
SITE
10, GIRDER PC-,'Ie-ET OR PAN4GEIR
it
0_
N. IVX24'k CRE& SPACE
0
cc
IL
it
0
1
1__
Q
it
I-
z
0
PAO%
Q
NOTES-
fr
0
a.
-VERIFY WRDWR. LOCATION W1 FLR. PLAN
cc
W
W
k'�0L
-
-W0ONI4FIST
ANC0RSMBE TIED IN PLACE
z
3:
PRIOR TO 1RX-1N0A1!IaN WSPECTION.
0
c.
-SURFACE WATER WILL DRAIN AWAY FROM SJILDG.
C6
z W
W
COt,4%Er-TOR MtOLTe iNT;`U;!::0D
FRAMING REQUIRE APPROVED PLATE WASHERS, AND
W
qOLD-DOWINS SqALL BE TIC-PTENED JUST PIRIOR TO
a
0
COVERIW-k TkE WALI� FRAMIW_s.
W
Cc
W
ALL INTERIOR NON -SEARING WALL$ WITH SHOT PINS.
0
IRANSET ;3340, OR EQUIVALENT. AT 36" OC,
I
<
tINLESS 0TkEFZdj16E_,NN0TE0.
z
I
U
2
z
01A A. S. MAY BE REPLACED BY %" DIAN
I.-
■
THRE-40EC) R-00S Ul 7F EMSE0, 1-111TW
CIA -GEL 1000 EPDXY SYSTEM
u_
1. C. B. 0. ER. 4046. (OR EQUIVALENT), AT THE
0
SAME SPACING, PER r-W
z
z
ANCHOR BOLT NOTE
W
ODID 6 It SAL SL L 0 -X i 4 NO!"11NAL 4100409,R SLT .5 3%
SPACED PER SHEAR SCHEDULE OR 0 V-0" OC. MAX.
W
EMBEDED INTO COI
NCRETE " MIN. W1 MIN. DISTANCE FROM
VJZ
THE END OF SILL PLATc-5 TO BIE 4--" -$' AND' A MAXIMIUM OF 12`)
<
0
<
PLATE WASHERS (MIN. SIZE OF 2" X 2" X 3/16"3 SHALL
W
BE USED ON EACH ANCHOR BOLT
*0 ^
V)
W
r, 10
r D r"CXID 1 11
z
LLI
OWN4
FTN'& I SIZE IREINFOR�-iz
0
" so X 12, D �3; -4 EW
RODRIGO
LOPEZ
W
2 36" SO X 12" 0 /31 44 EW
W
3:W
32, So x rr c 3; 114 EW
14
421, so X 121, 1(3) -4 EW
Z
7t4- 546 5334
30, SQ X 11_,L? 0
I �3) 114 EW
2011 -40 X 121, D (3) a14 ELU
it
Z
42:'60 X 112' 0 c3) 04 EW
24" 60 X 12" C, *4, EW
S 1&t X SQ 121: C> (3; 114 Eli0
f-A) 4 EWp
W
JOB DESCRIPTION:
Q
z
<
1241 SQ FT 2-STORY
0.
W
ADDITION 8
T
40
SQ FT BALCONY
SUBFLOOR VENTILATION
0
SUSFLOOR AREA-- 046 60 FT
z
0
ATTIC VENT 40& _AQ iN<
FOUNDATION
PROVIDE (4)12"R (150 6.1. EACH)
0
PLAN
k
DORMER
0
GOOD FOR 600 60 IN.
W
1/4"'V-O.
LbJtNu
E __2
z
DRAWN:
AL
CHECKED:
DATE:
MAR-19-05
JOB NO:
SHEET NU14BER:
FRAMING NOTES
1. ROOF SHEATHING
(SEE PLAN)
(USE IX& SOLID SWEA71WG OR A-C GRADEPLYWO00
AT EAVES 4 OVERHANG) FACE GRAIN PERP. TO SUPPORTS
2. PROVIDE FULL LENGHT TRIMMERS AS FOLLOMe
4X POST ATEACIi,4 END 09 4XI7 OR LARCGEfR MEMBERS,
DOUBLE STUDS FOR 4XIC 4 SINGLE STUD
FOR 4X& OR SMALLER MEMBERS
3FOR TYF� STUD WALL FRAMING SEE
4- 5N. ALONG STUDS
S. FLOOR &4EATI4IWa
(SEE PLAN) FACCE GRAIN
OF PLYWOOD SHALL SE PERPENDICULAR TO SUPPORTS.
6. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS
1. FIRCtVIDE FULL ME4RIt*'j W160LID SL0(;KIWs
OR SWIMMIWG BELOW ALL POSTS AT FLOOR.
6SEE DET'S 21 (�'6'FOR ALLOWED
02'r A-02
qr.D>2,
BORING AND NOTCWIWx OF JOISTS 4 STUDS
2 LAYERS OF 159, FELT SHALI BE USED AT
A; R PL. _IWOOD, , LL ST=0 AF4VIAED OVE
to. MIN. 2X6 STUDS * 16" O.C.
AT PLUM151Wi WALLS.
It. RCR-OF DIAPWRAGM NAILING TO SE INSPECTED
BEFORE r-OVERIW-i. FAr_E GRAIN OF PLYWOOD
SHALL BE PERPENDICULAR TO SUPPORTS
12. DOU15LE JOIST ARE RE621.11RED UNDEM PARALLEL
5EARIW.s PARTITIONS
5 �0�01 - I=
FLOOR SHEATI-41NG
USE 3/4" STRUCTURAL It C.-D OR C-C
PLYWOOD. MINIMUM PANEL INDEX NUMBER
(40/20) TdG, W1 104 NAILS 0 6- O.C. SUPPORTED
EDGES AND 10d a kV' O.C. IN THE FIELD
(UNBLOCKED UX.0.)
FACE GRAIN OF PLYWOOD SHALL BE PERP.
To e_jPPORT'S
5E.C"'IR-loom
44 POSV
W/ Cc
CANT.
3112 "X 11 '44"
PARALLAM
PSL 2D E FLUSH
BEAM
BM-1
3- 2XI2 BOLTED W/
,12 M.B.'S '9 24" O.C.
STAGGERED —
I
E X ST NCla
E-�',E DR,1001111
M
J
EL �51 T i
BATH
SHEAR WALL Sf%.-.IHEDULE (1997 UBkr--$)
WAL L S H EA T HIN G
MASONRY
STUCCO OVER PAPER -BAKED LATH
W/11 GA STABLES 0 6" O.C. TOP & BOTTOM
& E.N. & F.N (PER SECT. 2513)
3/s" C-0. C-C PLYW'D BLKD.
&
PLYW'D BLKD.
DIA. A.B. 0
32" C-D. C-C PLYWD 8LK0.
01A. A,B. 0
W/ 8d 0 3" O.C. EX & 12" O.C.
'5/32" STR I PLYW'D EILK0.
%"DIA A 8 0
STR I PLYW'D BLKO,
W/ 10d 0
a.
STR I PLYW'D BLKD.
DIA A.B.
A. ALL EXTERIOR WALL TO BE SECURED WITH 5/8" DIA X 12" A.8.S
e 721, Oz'. WITH 71 wm. EMBEDMENT, UNLESS OThIRWISE NOTED,
AND WITH MINIMUM 2" X 2" X 3A" THICK PLATE WASHER UNDER NUT
a EACH BOLT.
S. ALL INTERIOR WALLS WITH SHOT PINS. RANSET *3348. OR
EOUIVALEN7.AT 36" D.C. 0 BEARINC WALLS AND 48' O.C. 0
NON-13EARING WALLS,UNLESS OTHERWISE NOTED.
CCODE MINIMUM 42) A114CHOR eOLTS PER PANEL.
D, CODE MINIMUM 16d SOLE PLATE NAILS 0 16' D.C. TYPICAL AT ALL
SECOND FLOOR WALLS 4U. 04 N.).
E. WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE
PROGRESSWE MAI-1WL
F. ALL NAILS ARE COMMON NAILS.
G. TABLE FOR USE WITH STUDS 0 W' O.C. MAXImUM.
H. ALL LAG BOLTS fLB) TO BE 8" LONG INSTALLED WITH PILOT HOLE
AND WRENCH.
J, W' DIA 8. MAY BE REPLACED BY %" DIA THREADED RODS
wt 5_pc EMBEDiWTH CIA -GEL 7CM EPDXY SYSTEM
0. ER. 4846. (OR EOUVALENT). AT THE SAME SPACING.
K. FRAMING MEMBERS OR,8LOCKWC SHALL BE PROVIDED AT ALL EDGES
OF ALL PLYWOOD SI-JEETS IN SHEAR WALL..
L. ALL PLYWOOD PANELS SHALL BE MANUFACTURED USING EXTERIOR GLUE.
FOOT NOTES.,
USE 3x STUDS. AND 3x BOTTOM PLATE WITH
STAGGERED NAILING WHERE THE ALLOWABLE
SHEAR VALUE EXCEEDS 350 PLF
2.WHERE SHEAR MATERIAL IS INSTALLED ON
BOTH SIDES, THE SPACING FOR THE A13OVE
TOP ANCHORAGE AND SILL CONNECTION
SHALL BE HALF SHOWN. UNLESS OTHERWISE
NOTED Cul PLANS.
S 01
ar
T
'u 11
ROOF SWEATWINd.%
m
- PH '714 I 8 3 5' 1585
1 FX 714 835 1428
2017 W.ALCM AYE.
SANTA ANA
CALIFORNIA 92703
Z AAr)RAFTINGOMSN.COM
REVISIONS
w
L 20 E FLUSHir,
z
0
i #X6 Pow
IN G W/ Ecc
0
WN
IX0 z
I C
_J
0
2s
z
2 ui
cc
w0
z
L
0
III V4
LAP
z T "R
FLUS= H ll_` t <
M 4X410OST
W1 ECC'
w
Z
5 vi
<
vi
w
it JST.
w
F. RFTR
O.C.
z
OWNER-
RODRIGO LOPEZ
w
714- 546 5334
t
'A
Z
iC
9 w 000-yaw- 10 v -NUT" A
w
w JOB DESCRIPTION:
0
z
< 1241 SO FT 2-STORY
ADDITION
40 SO FT BALCONY
to
n
Ir
0
z
0
ftt
FRAMING
0 PLAN
(6
it
0
ir
0:
w
F z
F_
CHEET NUMBER:
__' NEW POST PER PLAN
w/ S!MP CBSO
2X BLKG
3 OR F.J.OF POST EA.
CLR (E) FLR JST.
116
4"d D.C. SIDE 2 2 PANEL
_\ _/_ SHEAR
E.N *,\ PER PLAN
6 4I i i f �rl/
SILL PLT.�= z
z Z_ --------
+
+
05— +
7 SETS t
4
4 SEE SHEAR WALL SCHED. z 12" SO 0 POST ONLY ANCHOR —
FOR SHEAR TRANSFER
SHEAR WALLS 0
I- ROOF SHT'G Of 2X ROOF RFTR. 7 F.G. FRIM CORN & D
PER PLAN OX6 STARTER BOARD
Fft ED
D FLOOR 1) - 0 m
I- (E) ROOF SHT'G 0/ 2X ROOF RFTR. _SHiPLAP- AT EXPOSED EAVES) 7�W I Y41' GE z
PLY'FI <
SHEATHING PER PLAN
2-
E.N.
2
FL. SHTG & FRM'G.
3-
2X BLOCKING (ALT.)
3-
(5)- i6d 0 RFTR, TIE
rN,
DASHED C INT. WALL
4-
2X CONT.SHAPED' W/ 16d 0
-
2X BLK'G W! A-35 0
(WHERE OCCURS)
6" O.C. TO BLOCK- OR- WITH
2- 16d NAILS TO EACH RAFTER
5-
16" O.U.N.O�
2X CEILING JST.
NEW FTN'G &
REINF PER
3
WALL DASHED
(WHERE OCCURS)
IN LIEU OF 2X BLOCKING.
'CALIFORNIA!
6-
PER PLAN
DBL TOP PLATE PER PLAN
Ar-
PLAN
4
A-35 PER SHR. SCHEDULE
5-
2X RAFTER
5
SHEAR WALL PER PLAN.
FRA4ED
7-
2X STUDS 0 16" O.C.
SEE SHEAR WALL SCHED.
FOR SHEAR TRANSFER
r—
WHERE OCCURS
6-
PLYW13 WING PER PLAN
10IR WD. 8M. PER PLAN
SHEAR WALLS
6
FLOOR JOIST PER PLAN
8-
SHEAR WALL PER PLAN
t
WHERE OCCURS
T
z
Lu
0
0
x
fL
0
SEE PLAN FOR SIZE L
rt
r
SHEAR TRANSFER 'CALIFORNIA' FRAMED SHEAR TRANSFER CONC. PAD AT INT. POST (L
FLOOR TO WALL 17 ROOF 13 AT SAVE PHD HOLDOWN NTS 0
1 3- 2X F.J. PER PLAN
2 2X BLK'G Q 48" OC.
SKIP PHIS
3 2X SOLE PLATE W/ 16d @ 4" O.C. 6 10 HOLDOWN
4 2X FLOOR JST.. SEE PLAN 18" MAX
FOR DIRECTION 5 <
>-- SHEAR PAJ,!EL
5 2X RR PER PLAN 8 PER PLAN— '74;e 7,>/
z
6 ROOF SHT'G PER PLAN
__0_ 1 4
7 2X STUDS @ 16" O.C. — — — — — — — — — 0
8 ff SILL PLT.-
8 SHEAR WALL WHERE OCCURS IIw
9 E.N. EXISTING FOOTING 4
w_
IL) A35F 0 16" O.C. 01
�__, � N
2. NEW UNDERPIN PER 88
10 2 R PLAN I_ DRILL HOLE z
(CLEAN OF DEBRIS)
11 A-35 OR A35F 0 16" D.C. 2 L
CENTER UNDER (E) FOOT*G
6
FILL W/ A307
12 FLOOR SHEATHING PER PLAN, w
5 3, REINF. PER PLAN 0-
ALL THREAD ROD a
48" O.C. & SIMPS0ON SET x
SDI 4. EXISTG WALL j 2 EPDXY (I.C.B.O. 5279) a.
3 0�
3 1 2X BLK'G W1 16d 0 8 O.C. C6 SPECIAL INSPECTION
Mw REOUIRED _�FRM CORWR & 0
ci2 , \1 V_ .1 TO LEDGER, TYP. I- ROOF SHT�G 0/ 2X ROOF RFTR. T_ -A L_ — _r — - U13 2 SIMP TS9 0 48" D.C. (A z I Y4" FRM EDGE 0
PER PLAN OX6 STARTER BOARD 0 < 4
SHIPI AP- AT EXPOSED EAVES) uj 1 1
3 2X LEDGER W/ 3 -15d Z a -
ISO io )e I
0 EA. STUD '2- 2X4 FLAT LOOKOUT 9 32" O.C. c.:;, 1 4 10�
4 CONT. SHEARPANEL W/ BLK'G NOTCH INTO FIRST RAFTER I —A ]___1 1
3 1. 1-1 1 1—
& E.N. @ PLY'D SHR. WALL ONLY 3- B.N. 0-
4- (2)-.16d @ EA. 2X4
5 2X RR PER PLAN E"
6 ROOF SHT*G PER PLAN 5- A-35 0 2'-0" O.C.
7 2X STUDS 0 16" D.C. OR SEE SHEAR WALL
SCHEDULE OR U.N.O.
8 WALL FINIS111 PER PLAN 3
9 E.N.6- 2X STUDS C 16" O.C.
1 11 8 7- SHEAR WALL PER PLAN E01' E 0'1v
SEE SHEAR WALL SCHED.
2 FOR SHEAR TRANSFER' @ WHERE OCCURS
MODEL
NO
I
SSTS
ANCHOR
SOLT
SIZE
Le
NO. OF
SOS 1/41*X3
WOOD
SCREWS
ALLOWABLE LOADS
STUD SUPPORTS
FOR 2- 2X AND
GREATER VERTICAL
M=Q NEUKR
PHD2-SDS3
SST820
16W
10
3610
PHD5-SDS3
SSTB20
16%"
14
4685
PHD6-SDS3
SSTB28
24ya"
18
5860
PHD8-SDS3j
SST828
24318"
24
6730
ir
z
O
X
w
z
0
z
SHEAR WALLS 8- 2X SLK'G 0 48'l O.C, SEE PLAIN 2
FIRST BAY ONLY 0
w
L7—
SHEAR TRANSFER v.i..O., SHEAR TRANSFER AT ILI
SHEAR TRANSFER 1., -0., PHD HOLDOWN NTS I-
18 14 10 FOUNDATION UNDERRPIN 2 :c
GABLE END AT EXISTING FTNG 0
8 z
C5)---\ 3 0
(2 ROWS)
3 <
I r_1\ 2
6 3
5
5 > 1.
'SIMPEPDXY-TIE TO 0
RFB w5X8 W/7" MIN.
14
4
EtQEDMENT DEPTH z
2 02
7 6) TO CONC. AT 4 1/2" MIN.
12 9 —___�,j 1 1
FROM END, 12 " MIN.
FROM EDGE_ SPACED PER 6
z
w FOUNDATION PLAN
— — — -03 = =>
0 0- w
2. EXISTING CONC. FOOTING
L 2X OR 3XSTUDS PER PLAN
S.W. SCHEDULE a
10 1 11 1C9 3. END RIM J5T. OR BLK'G w
I 2X12 SLKG C-2) 2 2. E.N. 4 4. 1- 2X STUD WALL PER PLAN
9 16" LONG 2X SHIM OR
2X BLOCK 2- 2X4 PIT,
..4 3. B.N.
2 2X6 SLKIG J _� �R w
3- SHEAR WALL WHERE OCCURS
v1__09 3 2X LEDGER W/ 2 -16d 2X BLK'G W/ 16d 0 8" O.C. �oj
TO LEDGER,TYP. 4. S.N. 4- 2X BLK'G OR
c_r
a
EA: STUD RIM JST. w
/8
2 SIMP TS-9 9 48" O.C.
N a: I ,t I N — 5. PLY'D SHTPG PER PLAN 5- Y4'l PLYW'D SHEAT'r, PER
4 2X F! OOR JST. IS E PI X r! NOTES* PLAN 0/ 2X FLR.JST.
\-0,4 13 FOR DIRECTION 3 2X LEDGER W/ 2 -16d
5 2X RR PER PLAN 0 EA.STUO 6 2- 2X RAFTERS NAILED TOGETHER 771 'j j= r A. DRILL HOLES PER MANUFF.SPECS, PER PLAN' W/ R-19 INS. z
> ._� 1 a
02, MIN. S. A307 THREATEO RODS W1 S*APSON
6 ROOF SHT'G PER PLAN' 4 2X BLK'G 0 48" O.C. -LIA-1
lewl 7 2- 2X TOP PLT. SET EPDX'r iCSO -5279 6- G,I.MUDSCREED AT EXT. WALLS
7 2X STUDS 0 16" O.C. 5 CONT. SHEARPANEL W/ BLK'G D
& E.N, 0 PLY*D SHR, WALL ONLY 2 SIMP, A35 0 16" O.0 L J 7- A-35 0 16" O.C. Q
8 SHEAR WALL WHERE OCCURS 10, 8- 2X4 P.T_ D.F MUDSILL W/%A.S. 0
9 E,N6 2X RR PER PLAN PER PLAN W/ 2t/2"X21/2" a
7 ROOF SHT'G PER PLAN 9. SIMP A35F @ 16" D.C. 1/4" THK.PLATE WASHER
10 16d 0 4" D.C. 11 w
II A-35 OR A35F 0 16" O.C. 8 2X STUDS @ 16" O.C. 10. CL'G JST. PER PLAN MIN" 9- CONCRETE FTN'G PER PLAN
9 WALL FINISH PER PLAN 10- (1) 04 RE13AR TOP & SOT.
13 12 FLOOR SHEATHING,'G 0 48" D.C. 10 2X BLK'G It. WALL FINISH PER PLAN PER PLAN
4X BLOCK
AT F.J. PERP TO WALL 11 E.N. 12. SOLID BLK'G Z
111 W/ CMS4 CONT. AT BLKG
SHEAR TRANSFER SHEAR TRANSFER 15 SHEAR TRANSFER :y A.B.AT EXISTING FTNG EXTERIOR FOOTING
3 z
D
• 2
NOTE. SHR. WALL 1 0
SDI 1 It x WHERE OCCURS
SEE DETk` 16d 0 2 0
FOR ADDITIONAL INFO 4" O.C., S.N. 2
EXISTING EXISTING Z5
N. /7-\ EA. z
ff N OR PLAN
5' OR NEW <
II 3 PER PLAN PER PLAN a.
'QC � Y.,
4P,
0 (4
8
0
z
:2 IL
z
z 1- 2X STUD WALL WHERE OCCURS
2
1 WALL DASHED V_ PER PLAN 0
I
1. FLOOR JOIST PER PLAN (WHERE OC CURS) 2- 2X4 PLT. (6
SOT, PL T. & NAIL'(; I- 4X4 POST WHERE 3- SHEAR WALL WHERE OCCURS 0
2. 4X BLK'G 3 FLR. SHT'G & FRM*G. OCCURS W1 ST6215 \�F�G. 4- 2X BLK'G OR FLOOR JST ir
E.N. IL _07 EA. SIDE z cc
DASHED 0 INT. WALL 2 - FLR. SHEATIN'- PER 5- PLYW'D SHEAT'G PER w
3L STRAP PER PLAN (WHERE OCCURS) >_
PLAN Of 2X& F.j. 0 PLAN Of 2X FLR..jST. z
4. POST PER PLAN 4 TYP. DBL. TOP PLATE ST211i Q 48"' O.C. IN e t 16" O.C. W/ R-19 INS PER PLAN I R-19 INS.
LIEU OF 2X4 TIES
5 2X RIM JOIST 3- 2-2X BLK'G 6- 2X 8LK-G c ira d.c.
2- S.N.
W1 16d 0 8" D.C. 4- 4X GIRDER PER PLAN AT PARALLEL F.J.
TO TOP PLT. 31 - 2X RIDGE BOARD 4, A--- O'c.
7-
5- A-35 EA. SIDE 10
6 PLY'D FLR. SHEATHING 4- PLYW'D ROOF SHEATHING PER PLAN 6- 8"X 8" X2 P T PLATE 8- �2X4 P.T. D.F MUDSILL W/ DIA
PER PLAN 5- ROOF RAFTERS PER PLAN W/ %` DIA 5 w� p.5* X 10" L. A,& PER PLAN W/
S 0 L 1 D S L K. 4 0. C. X 7
8 SHEAR WALL PER PLAN 6- 2X4 TIES 0 48" O.C. CONC. PIER L .15" MIN 1/4" 'THk. PLATE WASHER
SEE SHEAR WALL SCHED, WHERE OCCURS 7- 3- 16d TYP, 18" SO. 8- 4X4 CRIPPLE POST IT- 9- CONCRETE FTN'G, PER PLAN
FOR SHEAR TRANSFER 0 8- CJ ' TIE PER PLAN W/ 4- 16d W/ 2- A35F TO GIRDER 18" MIN. PER PLAN
SHEAR WALLS 9 A-35 PER SHR.SCHEDULE TO 'RAFTER 10- 0)a4 RESAR TOP & SOT.
HOLDOWN TO BLK'G 20 SHEAR TRANSFER 0P 16 RIDGE 12 CONCRETE PIER 8 INTERIOR FOOTING
FLOOR TO WALL I I
MODEL
NO
DRILLED
(OIAJ
Le
DIA
PHD2_SDS3
3/4"
'to.'
PHD5-SDS3
3/4
lot'
PHD6-SDS3
InE
to.,
yell
PHD8-SDS3
toll
yell
PrEPA ED-B
AKt2loeLmciaie,
PH '714 835' 158E
FX 714 t 835 142E
2017 W. ALco AVE
SANTA ANA
CALIFORNIA 9270-,
AADRAFTINGOMSN.,COh
REVISIONE
APL-ANN AT
ZATE
m
ww"
OWN
RODRIGO LOP
At -a 1,
714- 546 5334
m
JOB DESCRIPTItiN
1241 SO FT 7-STOR)
ADDITION 8
40 SQ FT BALCON)
STRUCTURAL
D ETA I L%'Q-
DRAWN:
CHECKED;
DATE:
AL
JOB NO:
SHEET NUMBER:
�.�AAZ �AX �' �
PH '714 / 835' 1585
FX 714 / 835 1428
2017 W.ALCO AVE.
SANTAANA
CALIFORNIA 92703
A.ADRAFTINGOMSN-COM
REVISIONS
mi
SITE -
I
OWNER: r(
714- 546 5334
I
JOB DESCRIPTION:
1241 SO FT 2-STORY
ADDITION 8,
40 SO FT BALCONY
STRUCTURAL
DETAILS
DRAWN:
AL
CHECKED:
-,DATE: ---,MAR-19-05
JOB NO:
SHEET NUMBER:
SD-2
STUCC.0,o/ SLOG.
PAPER
3/4" PLYWOOD
"-�,TREADS 4 RISE
' ' SAM FLASW`
J
E<" MIN.
28 GAUGE G.I. PAN FLASH'G
w/ " LAP * CRIMP
2x;14 STRINGER 0
BLDG. PAPER c/
g.
I
rA
16" O.C. MAX.
I x6 NAILER
ROOP6 SEE
ROOF PLAN
`G
FRAM SEE
2x SILL PLATE
ATTACH TO STRINGER
STtCT.
1 CAP SHINGLES
w/Al-PPROVED CLIP AND
Ind T 4„ t7 TOCOMPOSITION
y12 11'I. I ICTI ¢
.
JCa1$T CAR F3LIC'G
SHINGLES OVER I LAYER
I I
TYPE 15 FELT,
[?S. PER
PLAN RT
PLAN UNDER SILL
2,12 TO < 4- 12 PITCH -
SELF-SEALING OR HAND -SEALED
COMPOSITION SHINGLES OVER 2 LAYERS
TYPE 15 FELT.
13
SECTION STAIR STRINGER
ROOF TO WALL
RID E
STUCCO at BLDG.
I BLK'G W/ (3) - 2" DIA HOLES
„
P'� D
PAPER t. s.I. EEC
cut WEED HOLESKEEP
/ G.I. SCREEN ACK'G MERE OCCURS.
INSULATION CLEAR V MIN,
TREADS 8 RISERS
2 4:12 MIN. PIC T H -
COMPOSITION SHINGLES OVER 1 LAYER
TYPE 15 FELT ,
I
2=12 TO < 4.12 PITCH-
P.T. OF, SILL
SELF-SEALING OR HAND -SEALED
3
COMPOSITION SHINGLES, OVER 2 LAYERS 2
TYPE 15 FELT.
`
SLAB tlal-IE ,
3« 2X RO.SO. FASCIA (SEE EXT, ELEV)
30" MAX.
cc u. i
CONC. SLAB
4. STUCCO EXTERIOR ERIOR Or SEE EXT. ELEV.
BLD*G PAPER
,, •"
••°
.-
DCJidE3LE FLR. JST.
u
+
�
MIII�111� �,W4Y„IWIAM�.a
1X STARTER BOARD
-SHIPLAP AT 'EXPOSED EAVES
6 G.I, EDGE DRIP r
�"'
.an
2x14 STRINGER 1-4"
O.C.
r', MAX, w/APPROVEO
'r.
7 INSULATION' PER TITLE 24
s ;
*WAWxERS.
_
S 5TUD WALL PER PLANS �,.
ppl��I.�tf?iERI s��^; �=�lIN'ISi�I
ERE
o.pp /q/
i AL
v� c� � r RADE
� �
9 t2 GYP. 80.
3 5
�
a Q
4
SECTION STAIR STRINGER
10
WEEP :CREED
EAVE
4X4 TOP 'RJNL CUT TO DECEIVE
CONTINUOUS TUBE
V/2" X y"X 0.074 CONTINUOUS
EXP. JOINT
ROOFIG SEE
TUBE
EXT. FT'6.
FOUND.
SLOG. PAPER c/
ROOF PLANS
# i
f/2 X 1!/`2"X /g" TUBE POST
0 25" O.C. WELDED TO TOP TUBE
� AN
28 GAUGE .MIN: 6.1.
'W' VALLEY FLASHING
[WI CRIMPED `EDGES
ENTRY SLAB
}y
4,. X I."X 0.0 5 TUBES 4" O.C.
u�t 0I STL. TIES
�024" O.C. MIN, �
TO EXT. FT'G.
12" X y"X 0.074 CONTINUOUS
A
TUBE BOT. RAIL
s a
o i>
fffs., 3/1s" X 5" X 3" STL PLATE (SEE BELOW)
to
r 4 -I/4" X 5" LONG LAG SCREWS
EA. PLATE
•4 RE MAR
DOWELL
AT 24" O .
f.
2- 2X STAIR STRINGER
A
,
OR FLOOR JOIST
FRAM.G PER
STAIR GUARDRAIL
ENTRY SLAB
7
VALLEY
1= LA H I NG
I
2X6 CAP W1
2X4 STUDS 0
1�„ O
,
STUCCO FIN. Ot
HANDRAIL -4S
BITUT14ENE
OWNER�w/ PRRV O
STUCCO of SLOG.
I
1t2" 2"�
INT"INCH
INN N
WATER PROOFING
FLOOR PLAN
M1N,
SAFETY POST
(oil
O/ PLYW'D SHT'
t9 !
I.Arw
G 1. FLAW6 of
I X BLOCK.
ROOM 0/
r
w-
I
RIP
DE
, PAPER p
>
6- Aft
" l.E
p� y��yy pp�+'
4X4 POST 6 4 " O.C.
M
_
ate.
9
MAX. W/ (2) 9is "# M,IS'S
^ ^"
W! PLATE WASI4ER
2X BLIP G POSTallt
$IMP LS10
_ _ _.W ._
2- 3/8" LAG SCREWS
/ d
tp
0 24" O.C.
R
A � �
RIP TO SLOPE
��
PRVVIDE SOLID
STRIP OR
2 6 a 116., O.C.
BA,. KING
f
MORTAL FILL
SOFFIT FR-LAMING
i
V TILE
i STUCCO FIN.
6 TIUCCO FIN
WAN% Y6AIL TIO WIT14ST Me 10 MIN,
20011 LOAD IN ANY DIRECTION
�s
EXTERIOR ..I, iRC l i ,.
12
INT. HANDRAIL
ROOF TO WALL
N.T.S.
PIREPAINEO aY:
T-I
z
Q PH 1714 $351 158E
H FX 714 l 835 142E
3 2017 W. ALCO AVE.
SANTA ANA
G CALIFORNIA 9270-
_ AADRAFTINGOMBN.COI>
a
REVISIONS
O JUNu23-05 Akp
O._.___--- —
'-
0Z" a
a
r3
ifJ
a
co
f2f
m
a
^.t
Q
M
d
0
M
CL
M
Q
F
z
J
W
Z
T wz
n
of
sa
E C�O
D wr
ry
z ui
3 z
i
3
Z
z
r
a
u
JRAL
M FOR
� l
rt on the gob OWNER
",1111 from the
0 R0pRIw LoPE2
A -
c ns, SHALL
10160I1 OI Sly
7 �4- 546 5334
c
c
a
0
u Joa DEscmpTioN `
r 1241 SO FT 2-STORE
u ADDITION 8
40 SQ FT'BALCON t
0
a
c
1
7
}_ ARC H ITECTU RAC
DETAILS
Q
AS SHOWN
f:
u�I/II
DRAWN: R�
4 AL
CHECKEE)
DATE:. .
MAR-19-05
JOB NO:
__- SHEET NUMBER: _en-�