HomeMy WebLinkAbout10139552.pdfREVISION
NO. I DATE
55.50'
{
U
. s
% w
{
{` a
t
0
z
L0 EE
e
(E) KIT
{ (E) MASTER O 6
ROOM SD
{ SETBACK O
{
SD
rr-
o{
{
I (E) BEDROOM (E) BEDROOM
0
SD
e
1
{
{
{
:L> -
n.S
YSI( i
't Li
{
!=a
' ar••
v�+
j�
(E) GARAGE
EX
{
1
DRI
�•Y
4 •Y'v
{
:<r
K4.'.
I
_ .LL
4L�+`
max`
�AY>2 v
{
{
{
{
W
0
{
i N
W
{
{
'-_..._--_..--- 75.65'
1502 KILSON DR., S Am' NTA ANA. CA 92707
I
KEY NOTES
F11
REMOVE EXISTING 61 -0ti x3t -0}1
t
WINDOW AND 81 -0it x6 -81f SLIDING
DOOR, TO MAKE ISLAND EFFECT
TO EXISTING KITCHEN COUNTER
TO REMAIN.
SCALE: 1/8 J'ii=j'=0"
1 1401, ***11101 a z 10 M wa I wd 1401, MIJ 1 1411, a m 1 a a
1. EXTERIOR SWINGING DOORS MUST BE SOLID CORE,13/4" THICK OR WITH PANELS
9/16" THICK. (8-210,A)
2. DOORS LEADING FROM A GARAGE INTO A DWELLING UNIT MUST BE SOLD CORE,
13/8" THICK. (8-210,B)
3. SPECIFY THAT ABOVE DOORS BE EQUIPPED WITH DEADBEAT LOCKS APPROVED
BY THE POLICE! i AND MODEL
TITAN 80 OR
4. SPECIFY FLUSH BOLTS WITH 5/8" IMBEDMENT INTO HEAD AND THRESHOLD ON
INACTIVE LEAVES OF EXTERIOR 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 -REMOVABLE PINS. (8-210,G)
7. STRIKEPLATES MUST BE 31/2" LONG, SECURED TO THE JAMB WITH SCREWS 21/21t
IN LENGTH. (8-210,H)
8. FRONT EXTERIOR DOORS TO BE EQUIPPED WIT 1800 DOOR VIEWERS OR CLEAR
VISION PANELS. (8-210,I)
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,K1)
10. PROVIDE AN ILLUMINATED PLOT PLAN OF THE COMPLEX AT EACH DRIVEWAY
ENTRANCE. (8-210,K2)
11. SPECIFY LIGHT FIXTURE, AT EXTERIOR DOORS, WHICH PROVIDE ONE FOOT
CANDLE OF LIGHT AT GROUND LEVEL. (8-210,L)
12. EXTERIOR WALKWAYS, PASSAGEWAYS WITHIN MULTIPLE DWELLING
COMPLEXES MUST BE PROVIDED WITH .25 FOOT CANDLE OF LIGHT. (8-210,M)
13. PARKING LOTS AND PARKING STRUCTURES OF MULTIPLE DWELLING
COMPLEXES MUST BE PROVIDED WITH OF FOOT CANDLE OF LIGHT. (8-210,N)
14. REQUIRED EXTERIOR LIGHT FIXTURES MUST BE VANDAL RESISTANT TYPE.
15. WOODEN GARAGE DOORS MUST HAVE PANELS 5/1611 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 DOOR FRAME WITH
NON -REMOVABLE BOLTS. (8-208,D)
18
. THE SLIDE BOLT MUST BE 3 811 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 12t VERTICALLY OR 6'
HORIZONTALLY FROM ANY WALKABLE SURFACE.
21. ALL SKYLIGHTS SHALL BE PROVIDED WITH RATED BURGLARY RESISTANT
GLAZING. 8-210 ( )
SHEET INDEX
A- 1
TITLE SHEET, SITE PLAN & MISC. DATA
A- 2
1st FLOOR PLAN, 2nd FLOOR PLAN, 1st & 2nd FLOOR ELEC. PLAN
A- 3
ELEVATIONS
A- 4
ROOF PLAN & SECTIONS
A-5
CONSTRUCTION DETAILS
S- 1
STRUCTURAL GENERAL NOTES & FOUNDATION PLAN
S- 2
NEW 2nd FLOOR & ROOF FRAMING PLAN
SD- 1
STRUCTURAL DETAILS
SD- 2
STRUCTURAL DETAILS
EN-1
TITLE 24 ENERGY FORMS
DESIGNED BY:
J&R International, Inc.
Planning & Design
2225 W. BROADWAY AVE., E-301
ANAHEIM, CA. 92804
JOSE L. JUSTINIANO
(714) 774-3528
JoseLuisJ@JR-International.us
«. i 1 ; 0 M d I Z I 1101 «
1502 KILSON DR.
SANTA ANA, CA 92707
CONSTRUCTION
ZONING
NUMBEROF i'
FIRSTSITE AREA
iir EXIST'G AREA
Role) 111W.11
ii
• i ii' ! i 1
CALCULATED BY:
SVA Engineering, Inc.
14471 CHAMBERS ROAD, SUITE 103
TUSTIN, CA 92780
(714) 544-6577
siavandat@aol.com
i
T24 REPORT PREPARED BY:
ADVANCED TITLE 24
1441 HARBOR BLVD.
FULLERTON, CA 92835
(714)525-9824
t24@pacbell.net
: V-N NON SPRINKLERED
: R-1
: TWO
: 6,342 sq. ft.
: 1,127 sq. ft. (EXCLUDING GARAGE)
: 323 sq. ft.
: 426 sq. ft.
TOTAL LIVING AREA OF THE HOUSE: : 1,876 sq. ft. (EXCLUDING GARAGE)
R ROBERTO
•
! i
92707
LEGAL DESCRIPUON
PARCEL •014-401-01
LOT No. No. 6394
CITY OF
ORANGECOUNTY OF
sit
GENERAL CONTRACTOR TO VERIFY AL D 1Y L IMENSIONS AND LOCATION OF .
EXISTING UTILITIES BEFORE START OF WORK. ANY DESCREPANCIES
BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO
DESIGNER'S ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION.
2. GENERAL CONTRACTOR TO SECURE ALL NECESSARY
PERMITS AS REQUIRED TO COMPLETE CONSTRUCTION.
3. ALL WORK TO CONFORM TO THE FOLLOWING: vc,"vIED
B JU
UILDING CODE - CBC 2001 2 03
0
N2.
PLUMBING CODE - CPC 2001
MECHANICAL CODE - CMC 2001 city 1 ° ,nI
ELECTRICAL CODE - CEC 2001
UNIFORM BUILDING CODE STANDARDS (Volume 3) -UBC 1997
INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS - ICBO
4. DIMENSIONS ARE FACE OF STUD TO FACE OF STUD U.N.O.
5. GENERAL CONTRACTOR SHALL INSTALL ALL REQUIRED BLOCKING FOR
ALL EQUIPMENT, HANGERS, ETC.
6. ALL WORK SHALL CONFORM TO ALL LOCAL AND STATE CODES AND
REGULATIONS.
7. INTERIOR WALLS SHALL BE FACED BOTH SIDES WITH 1/2" STANDARD
!t
aH" an
g.
W. MHE
4.
g,
777
9
RIUM"t
s
3-
u:
oQo c-
affii
�
�Nt�;
d-
x�MR<C
a�
RO x 9w
�$<6 fig,:
w ,�
�PEF
,f•, a
W
Z
H
H
Q
I�
Q
0
w
0f
Q
H
>-1
N
a
c-
r,
N a�
d-
1�r'1
rT�
W
r
i�
n
V �
W
H
�1
z
N
0
1
w
J
I�
w
w
w
Z
in
O
DRAWN BY:
J&R Int'I.,
CHECKED By* J&R Int'I., In
DESIGNED BY:
J&R int'I., Inc.
DATE
06/02/03
SCALE
AS NOTED
JOB NO
03-117
FILE NAME:
A-1
DRAWING
OF
SHEETS
PLOT DATE: 06/23/03
DO NOT SCALE THE DRAWING
3 1/2"x11 7/8" PLS BEAM,
PER STRUCT. PLANS
0
OQ
qqa
<C �
a
w
5
A-4
FOR MORE INFO
SEE STRUCTURAL
DETAILS
FEW
SCALE: 1 /4"=1'=0"
SCALE: 1/4 ))=j'=o"
6
A-4
FOR MORE INFO
SEE STRUCTURAL
DETAILS
`—DOOR @ NEW
MASTER BEDROOM
3 1/2"xl17/8" PLS BEAM,
PER STRUCT. PLANS
---'T' FLOOR JOISTS,
PER STRUCT. PLANS
F— (E) OR (N) CONCRETE
SLAB ON GRADE
2
A-4
12
4 F
't./150=3.3 sq. ft. ATTIC
CATION AREA REQUIRED
ATTIC VENTILATION
?ROVIDED
VENTS SHALL NOT EXCEED 144 SQUARE INCHES
3ALL BE COVERED WITH CORROSION RESISTANT
MESH WITH MESH OPENING OF 1/4 INCH.
: T FREE VENTILATING AREA SHALL NOT BE LESS
1,/150 OF THE AREA OF THE SPACE VENTILATED.
,IANCE BY CBC'98 SECTION 1505.3 (VENTILATION)
norm
NEW COMP. SHINGLES
(CLASS B MIN.) OVER 2 LAYERS
15# FELT TO MATCH EXISI"G
1
A-4
2x8 CLG JOISTS
@ 16" O.C., PER
STRUCT. DWGS.
2x4 STUDS
C7
W/R-30 BATT INSULATION
@ 16 O.C.
2x6 RAFTER TIE
R 13 BATT
@ 48 O.C.
INSULATION
U
1/2" GYP. BD.
NEW STUCCO
TO MATCH EXIST'G 60
(N) MASTER BEDROOM
\
3'-0"
VERHAN
(N) I -FLOOR JOIST
@ 16 O.C. PER
STRUCT. DWGS
(�I (N) FAMILY ROOM
• 6
r
U
y..
1
A-5
1741
11 6'-0" 5'-011 L 1-011
� � N
2nd FLOOR z
PROJECTION N �+
LINE ABOVE I --- ------ - _-
- PRE-FAB
FIREPLACE
I
GENERAL LEGEND
EXIST'G 2x4 WOOD STUDS
WALL TO REMAIN
NEW 2x4 WOOD STUDS
WALLS
NEW 2x6 WOOD STUDS
SUPERIOR FIREPLACE ` WALLS
I
EST.48 ICBO#2301INSTALLED
/ PER MFG. SPECS. STONE /NON
COMB. 4" THICK MIN. HEARTH 0 <� KEY NOS
0
3 q ! I :;t a 22"x30" ATTIC ACCESS.
�Z00 ) �Q
��- w , i i ) ❑2 PROVIDE CERAMIC TILES
w I 1 OVER CEMENT PLASTER OVER
e) } 1 WONDER BRD. EQUAL TO 70"
/ 4 5 ABOVE DRAIN
1 _ @ 3 WALLS OF SHOWER TUB.
GLASS SLIDING DOOR AND
t `� PANELS MUST BE LABELED
A-5
A-5 CATEGORY II.
12'-b" 3'-8"
a LOW FLUSH.1.6 GALLON
I MECH. - - - - - TOILET FIXTURE.
-----------------
I
I
/
VENT
o
-
--
�/ 2x CRICKET ,�
COO
t
fl
(E) WATER / / / / /
HEATER
</Y
' N
TO REMAIN
3 00
A-5 N
/—/ % % %77 •—
,/2x CRICKET
A-4 r •�/
3'-6"
- - - - - - - - - - - - - - - - - - - - - - - -
(E) FORCE —
AIR UNIT
TO REMAIN
A-5 I
I
1
A-5
20'-0"
-,
r-------------------- t' •i— — — — — — — — — — —
--�
ELECTRICAL LEGEND
ELEC. OUTLET
@ + 15"AFF TYP. U.N.O.
10
WALL SWITCH
�-4
LIGHT
EXHAUST VENT.
I
I
I
i
—i
I
I
I -
I
!
1
I
I
I M
I
I
1
I
I
i
�p �
-I
ICn
w
aim'
�N,�
�IQ
01 0
I
a
8,_0„ I
6'-10" \ 5" 3'-6"
al _
�I
MEICH.
\
�I 2
VENT
(N)
I
(N) SD
��
(N)
2'-8"x6'-8"
I
I
„ „
2 -6 x6 -8
, „ „
2 -6 x6 -8
DOOR
)
I
;T
-
111—
DOOR --
— DOOR
)
00
i�0
)
SD
-
(
3 2
I
)I
+�—
6
i
I
)
Tc
--- A-4
i
--------
-- -
---------�
10
I
\
\
I
)
UNUSABLE
alq
\
I
SPACE )
4
\ i
\\
I
)
I
\)
I
I
- - - - - - - - - - - - - - - - — ---
(N) 3'-0' '-0" (N) 3'-0"x2'- "
VINYL SLIDING WINDOW VINYL SLIDING N IINDOW
W/DUAL 1/8" TEMP. GLASS W/DUAL 1/8" TEMP. GLASS
T-7" 2'-10" 10'-5" T-2"
(E) EXISTING
(N) NEW
SD (E) PROVIDE SMOKE
DETECTOR W/
BATTERY BACKUP
IN EXIST'G HOUSE.
B
PROVIDE HARDWIRED
SMOKE DETECTOR W/
BATTERY BACKUP
IN NEW ADDITON.
SCALE: 1/4 =1'=O" / 306 sq. ft.
GENERAL LEGEND
EXIST'G 2x4 WOOD STUDS
WALL TO REMAIN
�11111111 11 lr7= NEW 2x4 WOOD STUDS
WALLS
NEW 2x6 WOOD STUDS
WALLS
KEY NOTES
22"00" ATTIC ACCESS.
®
®
PROVIDE CERAMIC TILES
OVER CEMENT PLASTER OVER
WONDER BRD. EQUAL TO 70"
ABOVE DRAIN
@ 3 WALLS OF SHOWER TUB.
4
GLASS SLIDING DOOR AND
PANELS MUST BE LABELED
A-5
CATEGORY II.
31
LOW FLUSH.1.6 GALLON
TOILET FIXTURE.
ELECTRICAL LEGEND
ELEC.OUTLET
@ + 15 "AFF TYP. U.N.Q.
WALL SWITCH
LIGHT
EXHAUST VENT.
(E) EXISTING
(N) NEW
SD (E) PROVIDE SMOKE
DETECTOR W/
BATTERY BACKUP
IN EXIST'G HOUSE.
SD
PROVIDE HARDWIRED
SMOKE DETECTOR W/
BATTERY BACKUP
IN NEW ADDITON.
norm
SCALE: 1/4"=1'=0" / 434 sq. ft.
REVISION
NO. I DATE
P1M O
a,
l
Mum
3�
.h R.
W
gaz#
>-49
xifmi
U m
O V
aaSx axp .;
N
a
Q
H
a
Q
0C�u
®�
�-+o
Z
0
C
N
U)
w
W
W
o
0
Q
rTl
W
0
Z �
00
®
w
Cn �+
®0
a
J
E-
f=
w
to
O
N
i
i
i
M
Q
H
CJ
W
O
fl
PLOT DATE: 06/23/03
DO NOT SCALE THE DRAWING
DRAWN BY:
J&R Int'I,, Inc.
CHECKED BY:
J&R int'I., Inc.
DESIGNED BY:
J&R Intl., Inc,
DATE
06/02/03
SCALE
AS NOTED
JOB NO
03-117
FILE NAME:
A-2
DRAWING
OF
SHEETS
REVISION
NO. I D A TE
SCALE: 1 /4 )t=l )=O 13%
TIT-Uxxl 1-1-1AXID QyffmTl-ly cc nrle^a�
SCALE: 1/4"=1'=O"
SCALE: 1/4 t$=V-0tt
12
4F—
NEW COMP. SHINGLES ROOF
(CLASS B MIN.) OVER 2 LAYERS
15# FELT TO MATCH EXISTG
NEW COMP. SHINGLES ROOF
(CLASS B MIN.) OVER 2 ]LAYERS
15# FELT TO MATCH EXISTG
NEW FASCIA
TO MATCH EXISTG
A-5)
NEW STUCCO
TO MATCH EXISTG.
TYP.
12
�A-5)
TYP
13
WEST ELEVATION
SCALE: 1/4"=l'=O"
T7-7-77- 7P
5M I
NY Rm,
a
ON
21 1
00 t-
1 44,
M
BIB
0-4
En
C:6
0
0
0
z
w°°�
N
�
0
T-4
0
040
U)
��
0
ly
0
Q
0.0
�
0
w
C)
u
t-- t--
z
0
0
�=
H
E
0 00
>
Z
0
V3
0.4
C6
F
w
T
(1)
z
3:
0
DRAWN BY:
J&R Int'l., Inc.
CHECKED BY:
J&R Int'l., Inc.
DESIGNED BY: J&R Int'l., Inc.
DATE
06/02/03
SCALE
AS NOTED
JOB NO
03-117
FILE NAME:
A-3
DRAWING
OF
SHEETS
PLOT (AM 06/23/03
DO NOT SCALE THE DRAWING
STUCCO 0/ _2X
STUD WALL
—HANDRAIL, SEE DETAIL
3/4" PLYWOOD THREADS
2x ROOF RAFTER
Q i(o O.C., PER 5TRUCT. DWG5.
4 RISERS
5LDG-PAPER
2X P.T. 5ILL
ROOF SHEAT'G, 12
PLYWOOD 51
SEE STRUCT. DUJGS. 4
NJHERE OCCURS)
CONC. FOUNDATION
(3) 2 x 14 STRINGERS
COMP. SHINGLE ROOF
STUCCO WEEP
(CLA55 5 MIN.) OVER
SCREED
2 LAYERS 15# FELT
''
pt
FIN. GRADE
2! 17 <
Lu
10, MIN.
4' MIN. ABOVE EARTH
SPACE BETWEEN
2' MIN. ABOVE PAVED AREAS
BALUSTRADES 33/4'
MAX.
2-2x4 TOP PLATES
5ALUSTRADE5
BATT INSULATION
X'
1/2' GYP. 5D.
WOOD CAP AT CURB
l Ia MAX
r
l
STUCCO 2x4 STUDS 6 Iro"O.C. W/NO
I
PLUMBING 4 2xg> STUDS -a
TYPICAL STUCCO: 1/8' STUCCO CEMENT PLASTER
WOOD TRIM AT CURB
+
\\--2x4
2x FASCIA 16'O.C. W1 PLUMBING
W1 EXPANDED METAL LATH OR WOVEN
WIRE LATH
FTDF THRUST PLATE
-R
-ON 2x C. J. 6 Iro" O.C, PER
FA5TENE0 W1 11 GA. 11/2' LONG 111(o' DIA. HEAD
ANCHORED W/ REDHEAD
OVERHANG STRUCT. DWG5. W/R-30
GALVANIZED NAILS BEFURRED MIN. 1/4, SPACED
SHOT PINS a 24' O.C. W1
le
-q EBATT INSULATION
I(o" OC MAX
2' DIA. WASHERS
SCALE
SCALE
SCALE
SCALE
SCALE
NOT USED
7
STUCCO EP SC ED
1
RAILINGELEVAF N
STAIR (uTM)
5
SAVE SLOPING ROOF
1
N.T.S.
N.I.S.
N*T*So
N.T.S.
N.T.S.
2x STUD WALL
INTERIOR FINISH
PLYWOOD SUBFLOOR
20
1- 1/2 MAX. HARDWOOD HANDRAIL, SEE DETAIL 20/-
"
NEW COMP. SHINGLES ROOFING
(CLASS 5 MIN.) OVER 2
MINJ
10MIN.
LAYERS 15# FELT.
(2) WOOD 5CREW5 PER BRACKET
PLYWOOD SHEATHING
1/8' THK x 3/8" DIA. STEEL PLATE
Wl 5/5'
x 35' LG LAG BOLTS
z
o<
x
MAX
m
1/0" THK x 3/6" DIA.
dJ
STEEL PLATE W1 5/8"
x 3.5" LG LAG BOLTS
tIT
ELEVATION VIEW
DOUBLE JOIST
OR BEAT"
FRAMING MEMBERS
SECTION VIEW
41
RETURN HANDRAIL TO
WALL EACH END.
(3) 2 x 14 STRINGERS
RIDGE PER STRUCT. DWGS.
PLAN VIEW
NOTE:
HANDRAIL SHALL WITHSTAND MIN. 200 LBS. AT ANY POINT
SCALE
SCALE
SCALE
SCALE
SCALE
NOT USED
0
lo�IiRIDGE
NOT USED
14
OUNT HANDRAIL
10
6
OR HIP
2
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
NOTES: RAILING, SEE DETAIL
EXTERIOR FINISH
L GUARDRAILS SHALL RESIST
20lbs. PER LINEAL FOOT
UNDERLAYMENT TO LAP
BUILDING PAPER
HORIZONTAL FORCE APPLIED OPENINGS BETWEEN BALUSTERS
OVER FLASHING
AT RIGHT ANGLE TO TOP SHALL NOT ALLOW A 4"
1/8, STUCCO
OF RAIL AND 2001los. AT SPHERE TO PASS THROUGH.
ANY POINT.
Z BAR FLASHING AND COUNTER
2X4 PLANT ON
2. PROVIDE POSTS AT 48' Ci SEE DETAIL ff
FLASHING
O.C. BETWEEN GUARDRAIL
Ix NAILER
j I.25'xl.25'xl/5' T.S. OR IN 50.
STOCK POST 'a RAIL
1& ILL,
BAR
STIO DBL. "
STUCCO i_5TOP
40 O.C.
J015T m
2'x4.15"x3/0' THK.
SELF FLASHING WINDOW FRAME
FINISH FLR. 5TEPI.—_ F5_L_AT'EW/-�2J
ROOFING MATERIAL
CONT. CAULK BEAD
Y-6' x 4.5' LAG SCRN6
a 45" O.C. PER STRUCT.
CALCULATIONS
i-.
A_ / —
2X4 PLANT ON
m
A35 TOP RIM JOIST
ROOF SHEATHING
AND BOTTOM (3X\MEM5ER)
2X FRAMING
&TIO 6 RBL- JOST
3 5
SCALE
SCALE
SCALE
SCALE
SCALE
NOT USED
19
NOT US ED
15
STUCCO DETAIL
11
HEAR TRANSFER
7
ROOF TO WALL
�
--
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
15" MIN.
2" MAX.
EXTERIOR FINISH
1/8' STUCCO
HARDWOOD HANDRAIL
le UNDERLAYMENT TO LAP
OVER FLASHING
SLOPE STUCCO OVER
BAR FLASHING AND
T
BITUMEN MEMBRANE
t
COUNTER FLASHING
OVER PLYWOOD
RAIL CAP SECTION
METAL CHANNEL
2X BAND
GUARDRAIL SUPPORT
ROOF MATERIAL
WITH STUCCO FINISH
INTERIOR FINISH
-- -------
fs* _41 HARDWOOD HANDRAIL
STUD WALL
3/0" DIA.x 5" LONG LAG SCREW
ROOF SHEATHING
(PRE -DRILLED RAIL)
I x NAILER
ELEVATION VIEW
CONNECTION AT WALL
2X FRAMING
Opp
SCALE
SCALE
SCALE12
SCALE
SCALE
NOT USED
20
NOT USED
16
STUCCO BAND
RAIL CONN. AND CAP
8
ROOF TO WALL
4
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
REVISION
NO. I DATE
ME
- i IN 1 MR,
L
F711
ya
MHERM
�N
£$�1�...mA.. kg
4;
t R" H,
1.
z
UN g IM
r
X
C,
>��
z
0
C�
UrtF
0
Z
v
z
0
N
H
�
r-4
U)
0
0
u
Zo
U
00
^oo
u
�
�
o `� o
F-
w
w
1
w
z
3:
U)
0
DRAWN BY:
J&R Intl., Inc.
CHECKED BY: J&R Intl., Inc.
DESIGNED BY-
J&R Intl., Inc.
DATE
06/02/03
SCALE
AS NOTED
JOB NO
03-117
FILE NAME:
A-4
DRAWING
OF
SHEETS
PLOT DATE: 06/23/03
DO NOT SCALE THE DRAWING
1. THE GENERAL CONTRACTOR SHALL VERIFY ALL
DIMENSIONS AND SITE CONDITIONS BEFORE STARTING
WORK. THE ARCHITECT OR ENGINEER SHALL BE
NOTIFIED OF ANY DISCREPANCY.
2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE
PRECEDENCE OVER THESE GENERAL NOTES
3. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO
THE UNIFORM BUILDING CODE, LATEST EDITION.
4. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION
BRACING, SHORING TEMPORARY SUPPORTS, ETC., IS
THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND
HAS NOT BEEN CONSIDERED BY THE STRUCTURAL
ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE
STABILITY OF THE STRUCTURE PRIOR TO THE
APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR
DIAPHRAGMS AND FINISH MATERIALS. HE SHALL
PROVIDE THE NECESSARY BRACING TO PROVIDE
STABILITY PRIOR TO THE APPLICATION OF THE
AFORE -MENTIONED MATERIALS. OBSERVATION VISITS TO
THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT
INCLUDE THE INSPECTION OF THE ABOVE ITEMS.
5. VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE
NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER.
6. CONCRETE SLAB ON GRADE HAS NOT BEEN
DESIGNED BY THE STRUCTURAL ENGINEER.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO LOCATE ALL EXISTING UTILITIES WETHER SHOWN
HEREON OR NOT AND TO PROTECT THEM FROM
DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE
OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH
THE PROSECUTION OF THIS WORK.
NAILING SCHEDULE
THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED OR
DETAILED. ALL NAILS SHALL BE COMMON, U.N.O. (TABLE
23-11-B-1
C.B.C. 2001)
1.
JOIST OR RAFTERS TO SIDE OF STUDS
8" DEPTH OF LESS
3-16d
FOR EACH ADDITIONAL 4" IN DEPTH
1-16d
2.
JOIST OR RAFTERS AT ALL BEARING
TOE NAILS EACH SIDE
3-8d
3.
STUDS TO BEARING
TOE NAILS EACH SIDE
2-8d
4.
BLOCKING BETWEEN JOISTS OR RAFTERS
TO JOISTS OR RAFTERS -
TOE NAILS EA. SIDE, EA. END
2-1Od
TO JOISTS OR RAFTER BEARINGS -
TOE NAILS EA. SIDE
3-8d
5.
BLOCKING BETWEEN STUDS EACH END
TOE NAILS
2-1Od
END NAILS
2-16d
6.
PROGRESSIVE BLOCKING - RAFTER TO BLOCK
AND BLOCK TO CONT. NAILER
2-16d
7.
MULTIPLE STUDS ( STAGGER FOR STUDS
16d AT
WIDER THAN 4")
16" O.C.
8.
RIBBON STUDS
1 x RIBBON
2-8d
2x RIBBON
2-16d
9.
DOUBLE TOP PLATES
LOWER PLATE TO TOP OF STUD
2-16d
UPPER TO LOWER PLATE
SPLICE ( 4'-0" MIN. ) EA. SIDE
16d AT 6" O.C.
OF BUTT IN TOP PLATE
8-16d
UPPER TO LOWER PLATE
AT INTERSECTIONS
3-16d
10.
CEILING STRIPS
1 x4 PER BEARING (STRONGHOLD TYPE)
3-8d
2x3 PER BEARING (STRONGHOLD TYPE)
2-16d
11,
PLYWOOD NAILING - SEE DETAILS AND/OR SCHEDULE
12.
BUILT-UP BEAMS 20d AT 32" O.C.
2-20d AT END
AT TOP AND BOTTOM STAGGERED
2-8d
13.
1 x6 LET -IN BRACES, EACH BEARING.
PRE -DRILL HOLES FOR NAILS
ALL
CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS, ETC., SHALL
BE
SIMPSON "STRONG -TIE" UNLESS NOTED OTHERWISE
OR SHOWN.
REINFORCING S _t _ttEL
1. ALL REINFORCING SHALL BE ASTM A-615-40 FOR #4 BARS AND
SMALLER. ALL REINFORCING SHALL BE ASTM A-615-60 FOR #5
BARS AND LARGER. WELDED WIRE FABRIC TO BE ASTM A-185,
LAP 1-1/2 SPACES, 9" MIN. FOR STRUCTURAL SLABS ALL
REINFORCING #5 AND LARGER TO BE ASTM A-615-60
2. ALL BARS SHALL BE DEFORMED AS PER ASTM A-305.
3. ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE
OR OR OTHER MATERIALS LIKELY TO IMPAIR BOND.
4. ALL BENDS SHALL BE MADE COLD.
5. SPLICING OF BARS SHALL HAVE LAPPING OF 30 DIA. OR
2'-0" MIN. IN ALL CONTINUOUS REINFORCEMENT OF
FOOTINGS AND CONCRETE WALLS, EXCEPT AS NOTED ON
PLANS. MASONRY REINFORCEMENT SHALL HAVE LAPPINGS
OF 40 DIA. OR 2'-0" WHICHEVER IS GREATER.
6. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY
PLACED BEFORE POURING CONCRETE.
7. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT
LEAST EQUAL TO THE DIAMETER OF THE BARS. COVER SHALL
BE AS FOLLOW:
A. POURED AGAINST EARTH 3"
B. POURED AGAINST FORM BELOW GRADE 2"
#6 AND LARGER 2"
#5 AND SMALLER 1 1 /2"
C. FORMED SLABS 1"
D. SLABS ON GRADE (FROM TOP OF SLAB) 1"
E. COLUMNS AND BEAMS TO MAIN BARS 2"
F. WALLS - EXPOSED TO WEATHER 2"
NOT EXPOSED TO WEATHER, #11 AND SMALLER 1"
#14 AND #18 1 1 /2"
1417012re-alp- "M
1. ALL CONCRETE SHALL CONFORM TO THE LATEST
EDITION OF THE CALIFORNIA BUILDING CODE.
2. CONCRETE SHALL BE DESIGNED AND TESTED AS
OUTLINED IN THE SPECS.
3. ALL CEMENT SHALL CONFORM TO ASTM C-150.
4. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM
C-33 FOR STANDARD WEIGHT CONCRETE AND ASTM
C-330 FOR LIGHT WEIGHT CONCRETE.
5. ALL AGGREGATE SHALL BE COMPARABLE TO "SAN
GABRIEL VALLEY" AGGREGATE. THE SHRINKAGE SHALL BE
AS PER ASTM C-157 WITH THE AVERAGE DRYING
SHRINKAGE AT 28-DAYS NOT EXCEEDING 0.04%.
6. DRYPACK SHALL BE COMPOSED OF ONE PART
PORTLAND CEMENT TO NOT MORE THAN THREE
PARTS SAND.
7. ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC.
SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING
CONCRETE.
8. CONCRETE SHALL BE CURED BY KEEPING
CONTINUOUSLY WET FOR 10-DAYS OR BY AN
APPROVED CURING COMPOUND.
9. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL
AND PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS
TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS,
PITS, ETC.
10. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF
EXPANSION JOINTS, SCORING, ETC. FOR CONCRETE
WALKS AND SLABS.
11. ALL STRUCTURAL CONCRETE F'c = 3,000 PSI
ALL SLAB -ON -GRADE F'c = 2,500 PSI
ALL CONTINUOUS FOOTINGS AND PADS F'c = 2,500 PSI
ALL CONCRETE SHALL REACH MINIMUM
COMPRESSIVE STRENGTH 28 - DAYS.
12. ALL CONCRETE WITH F'c GREATER THAN 2,500 PSI SHALL
HAVE SPECIAL INSPECTION PER SECTION 1701 OF THE
UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE.
13. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM
OF 4" OF SLUMP PER ASTM C-143. 5 SACKS OF CEMENT
PER CUBIC YARD OF CONCRETE. CEMENT ASTM C-150
TYPE 1 OR 2
W"1541004"Ima,
1. 1. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE
WITH THE STANDARD GRADING RULES NO.16 FOR WEST COAST
LUMBER AND UBC STANDARD NO. 23-1.
2. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED DOUGLAS FIR OR REDWOOD.
3. 3. HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO
1 /16" LARGER THAN THE NOMINAL BOLT DIAMETER.
4. 4. ALL BOLTS SHALL BE RE -TIGHTENED PRIOR TO APPLICATION
OF PLYWOOD, PLASTER, ETC.
5. 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC.
UNLESS SPECIFICALLY NOTED OR DETAILED.
6. 6. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR
RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED.
7. 7. CROSS -BRIDGING SHALL BE PROVIDED AT 8'-0" O.C. MAX.
FOR ALL FLOOR JOISTS OVER 10" IN DEPTH AND ALL ROOF
JOISTS OVER 10" DEPTH. USE SOLID BLOCKING OR AN
APPROVED TYPE METAL BRIDGING.
8. 8, ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL 11 OR
C-D GRADE WITH EXTERIOR GLUE UNLESS NOTED OTHERWISE
AND CONFORM TO PS-1-95. EACH SHEET SHALL BE
INDENTIFIED BY A REGISTERED STAMP D.F.P.A OR A.P.A.
9. 9. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT
WASHERS UNDER HEAD AND NUT UNLESS NOTED OTHERWISE.
10. ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC.
SHALL BE FROM SIMPSON STRONG -TIE (TM). SUBSTITUTIONS
MUST BE PRE -APPROVED IN WRITING BY ESI/FME.
11. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH,
19% MAX. MOISTURE CONTENT, OF THE FOLLOWING GRADES
UNLESS NOTED OTHERWISE
2X4 STUDS (UP TO 10')........... "STUD GRADE" OR BETTER
2X4 STUDS (OVER 10')............. "CONSTRUCTION GRADE"
2X PLATES & 3X PLATES...... "STANDARD GRADE" OR BETTER
2X6 STUDS ....................................... NO.2
2X JOIST NQ.2
BEAMS AND STRINGERS
4X10 AND SMALLER .................... NOA
4X12 AND LARGER ....................... NO.1
6XAND 8X....................................... N0.1
POST AND TIMBERS .................... N0.1
ROOF PLANKING AND DECKING..COM.DEX.
BOARD SHTG. AND STRIPPING.. SUITABLE FOR INTENDED USE.
1997 NDS STRESS VALUES FOR DOUGLAS FIR -LARCH:
SINGLE/REPETITIVE
2X4 #2: Fb= 1315/1510 PSI ; fv=95 PSI E=1.6x10 6
2X6 #2: Fb= 1140/1310 PSI
2X8 #2: Fb= 1055/1210 PSI
2X10 #2: Fb= 965/1105 PSI
2X12 #2: Fb= 875/1005 PSI
2X14 #2: Fb= 790/ 905 PSI
4X6 #2: Fb= 900 PSI
4X8 #2: Fb= 900 PSI
4X10 #2: Fb= 900 PSI
4X12 #1: Fb= 1000 PSI
4X14 #1: Fb= 1000 PSI
4X16 #1: Fb= 1000 PSI
6X10 #1: Fb= 1300 PSI
6X12 #1: Fb= 1300 PSI
12. ALL NAILING TO BE PER TABLE NUMBER 23-II-B-1 OF
THE LATEST UNIFORM BUILDING CODE, UNLESS NOTED
OTHERWISE.
13. PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID
CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAIN
PERPENDICULAR TO SUPPORTS (UNLESS SHOWN OTHERWSE).
STAGGER ALL PLYWOOD PANELS A MINIMUM OF 4'-0".
14. WHENEVER LATERAL BRACING OF WEB MEMBER IN TRUSSES
IS REQUIRED, THE LATERAL BRACE MUST END ON AN
EXTERIOR BEARING WALL.
15. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED
FOR ALL LIGHT FIXTURES, CABINETS, WARDROBES, TOWEL BARS,
AND HANDRAILS AS REQUIRED AND REQUESTED BY GENERAL
CONTRACTOR.
16. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A
CONCRETE SLAB SHALL BE INSTALLED A MINIMUM OF 6"
ABOVE EXPOSED EARTH AND AT LEAST 1" ABOVE SLAB ON
METAL POST BASES. (EXCEPTION: POSTS OR COLUMNS OF
APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR
TREATED WOOD). POSTS OR COLUMNS RESTING ON CON-
CRETE PIERS SURROUNDED BY EXISTING GRADE SHALL BE A
MINIMUM OF 8" ABOVE ADJACENT GRADE PER U.B.C. SECT.
2306.5. ALL ISO- LATED INTERIOR AND EXTERIOR WOOD POSTS
ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH
SIMPSON 'PB' OR EQUIVALENT.
17. PROVIDE 4x4 FLAT HEADERS AT ALL INTERIOR NON -BEARING
OPENINGS UP TO 36 INCHES IN WIDTH AND 4x6 HEADERS FOR
OPENINGS 3 TO 6 FEET IN WIDTH.
18. PROVIDE MINIMUM 1 /2" CLEARANCE (VOID SPACE) FROM TOP OF
ALL INTERIOR NON -BEARING PARTITIONS TO ROOF AND CEILING
FRAMING ABOVE.
19. ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS
SHALL BE BALLOON FRAMED WITH CONTINUOUS STUDS TO
BOTTOM CHORD OF TRUSS OR RAFTER.
20. WHEN PLYWOOD SIDING IS USED AS AN EXTERIOR OR
INTERIOR WALL COVERING, PROVIDE SOLID BLOCKING AT ANY
HORIZONTAL JOINTS BETWEEN SOLE PLATE AND ANY TOP
PLATE. "Z" BAR METAL SHALL BE USED AT EXTERIOR
HORIZONTAL JOINTS.
21. INSTALL FIREBLOCKS TO CUT OFF ALL HORIZONTAL AND VERTICAL DRAFT
OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIREBLOCKS
SHALL BE OF 2 INCH NOMINAL THICKNESS. LOCATION OF FIREBLOCKS SHALL
INCLUDE:
A. STUD WALLS AT FURRED SOFFITS, CEILING AND FLOOR LEVELS.
B. AROUND TOP, BOTTOM, SIDES AND ENDS OF SLIDING POCKET DOORS
C. BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN
STUDS IN A WALL PARALLEL AND ADJOINING RUN OF STAIRS.
22. FASTENING OF MULTIPLE MEMBERS:
DOUBLE & TRIPLE JOISTS;
16d NAILS AT 12" O.0 STAGGERED (BOTH SIDES FOR TRIPLES).
FOUR OR MORE JOISTS;
1 /2" DIA. M.B's AT 18" O.0 STAGGERED.
4X OR LARGER BEAMS;
1 /2" DIA. M.B's AT 12" O.0 STAGGERED.
23. ALL ROUGH OR RESAWN BEAMS ARE TO BE FREE
OF GRADING STAMP LABELS AND FREE OF HEART
CENTER.
24. ALL HANGING JOISTS SHALL BE HUNG WITH SIMPSON "LUS"
HANGERS U.N.O., AND SIMPSON "ITT" FOR TJI's, U.N.O.
25. ALL BEARING WALLS ON A WOOD FLOOR ARE TO BE
SUPPORTED WITH DOUBLE JOISTS OR SOLID BLOCKING
UNLESS NOTED OTHERWISE.
26. ALL BEAMS TO BE SUPPORTED WITH FULL BEARING, U.N.O
27. ROOF SHEATHING IS TO CONTINUE UNDER CALIFORNIA FRAMING, TYP.
28. APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX -OUTS,
FUR -OUTS, SOFFITS OR ANY OTHER FRAMING THAT MAY
INTERRUPT CONTINUITY OF THE PLYWOOD.
29. PROVIDE FURRING AS NEEDED TO ALIGN
NON -SHEAR WALLS WITH SHEAR WALLS.
30. PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER
SOLE PLATE NAILING AT 2" O.0
31. DOUBLE TOP PLATES w/MIN. 48" LAP SPLICES TO BE
PROVIDED w/MIN (16) 16d's PER TOP PLATE SPICE.
32. TOP PLATE BREAKS ARE SHALL OCCUR OVER A STUD OR POST.
33. SOLID BLOCKING BETWEEN PERPENDICULAR JOIST AT
BEARING AND AT SHEAR WALLS.
34. ALL EXPOSED BEAMS AND HEAVY TIMBER
RECOMMENDED TO BE FREE OF HEART CENTER.
35. ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON PB's AND/ OR
BC's MINIMUM, UNLESS NOTED OTHERWISE.
36. ALL SIMPSON HD, PA, AND CB HOLDOWNS TO BE
FASTENED TO 4x4 POST MIN., U.N.O.
38. ALL INTERIOR WALLS TO BE SECURED WITH SHOT PINS PER
MANUFACTURER 'S RECOMMENDATION, U.N.O. CALCULATIONS
GOVERN IN ALL CASES. RECOMMEND RAMSET/REDHEAD
1516D AT 24" O.C. PER ICBO REPORT NO. 1147.
39. ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO
BE CONSTRUCTED PER SECTION 2320 OF THE UNIFORM
BUILDING CODE, U.N.O.
40. ALL SHOP DRAWINGS ARE TO BE REVIEWED BY THE CONTRACTOR
AND THE ARCHITECT OR DESIGNER PRIOR TO SUBMITTAL FOR
ENGINEER REVIEW.
41. ,
42. PROVIDE DOUBLE 2X SOLE PLATES WITH SOLE PLATE NAILING
AS SPECIFIED ON THE PLANS AT BOTH PLATES WHERE 1
1 /2" LIGHT WEIGHT CONCRETE IS USED AT THE FLOOR.
43. WHERE BOTH TOP PLATES ARE BROKEN, STRAP WITH ST6224 MIN. U.N.O.
44. COMMON NAILS SHALL BE USED FOR ALL PLY SHEATHING TOP
PLATE SPLICES & SOLE PLATE NAILING. ALL HARDWARE SHALL
BE INSTALLED WITH NAILS PER THE MANUFACTURERS
SPECIFICATIONS AND RECOMMENDATIONS.
F 0 U N A T N / S I r __ tr T --- j wvv ORK_
1. THE FOUNDATION DESIGN 1S BASED ON THE FOUNDATION
INVESTIGATION BY C.B.C. 2001.
2. THE ALLOWABLE SOIL BEARING VALUE IS 1000 PSF
FOR CONTINUOUS FOOTINGS. (C.B.C. 2001)
3. ,
� - „ rn�n�,nn, ,nirrn
"" A H E _ {-} ran-sI e H -G F __ '{ �rf^q E E
4. SEPARATE PERMITS SHALL BE OBTAINED FOR ALL
FENCES AND WALLS, AS REQUIRED.
5. PROVIDE NON -EXPANSIVE FILL AS REQUIRED TO LEVEL PAD.
6. SURFACE WATER WILL DRAIN AWAY FROM BUILDING. DRAINAGE
SHALL BE 2% FROM BUILDING TO SWALE LINE. SWALE SHALL
DRAIN AT 1% (MIN.) FROM REAR OF BUILDING TO STREET.
7. THERE SHALL BE NO UTILITY TRENCH NEAR THE BUILDING
FOUNDATION WHICH EXTEND DEEPER THAN A 45 DEGREE LINE
PROJECTED DOWN AND AWAY FROM THE BOTTOM OUTSIDE
CORNER OF ANY FOOTING.
8. PROVIDE 6 MIL VISQUEEN U.N.O. UNDER SLAB (EXCEPTION:
GARAGE SLAB AS RECOMMENDED BY SOILS REPORT).
9. ALL HOLDOWN ANCHORS, POST BASES AND HOLDOWN BOLTS SHALL
BE TIED INTO PLACE PRIOR TO FOUNDATION INSPECTION.
10. PLACE 20'-0" REBAR IN FOUNDATION AT SERVICE LOCATIONS.
STUB UP REBAR ABOVE THE FLOOR BY ELECTRIC SERVICE METERS.
11. FOR THE LOCATION OF CONTROL JOINTS, REFER TO THE FOUNDATION
PLAN. (ZIP STRIP OR EQUAL). MINIMUM OF 20'-0" O.C. EACH WAY
IS RECOMMENDED.
12. DRIVEWAY PAVING SHALL BE 4" PORTLAND CEMENT CONCRETE. (5
SACKS MIN.).
13. FOR POST -TENSION SLAB, REFER TO APPROVED PLANS PREPARED
BY OTHERS.
14. MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENT SHALL
CONFORM TO THE SOILS ENGINEER'S RECOMMENDATIONS, U.N.O..
15. NAILING INTO PRESSURE - THREATED SILL PLATE TO BE GALVANIZED.
16. CONC. (TYPE & F'C) 5 SACK'S OF CEMENT / CUYD (MIN.)
NOTE: {
{
{ I
{ 1. GENERAL CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY ALL THE
EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS AND CONDITIONS BEFORE
START OF WORK, ANY DISCREPANCY SHOULD BE BROUGHT TO THE ATTENTION
{ OF THE ENGINEER IMMEDIATELY.
{
{ 2. (E) FT'G. 12"x18" FIELD VERIFED {
{ {
FG
G E
{ {
N R A L EN'
{
{
{ NEW FOUNDATION {
{ {
EXISTING FOUNDATION {
{ {
{ {
5/8 0 RED HEAD {
{ @ 24" O.C. (8" EMBED. {
{ 2" MIN. EDGE DISTANCE) {
SCALE: 1/4" = 1'-0"
0
m
----------------
m3AF ME
7
4" SLAB ON GRAI E W/#4 @16 O.C.
EA. WAY 0/2" AND O/VAPOUR
BARRIER /2" SAND.
CONTROL Lm(<
J01NT
SD2 SD2
2
SD2
i
i
i
i
i
i
i
i
i
i
i
i
ALL DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTS DRAWINGS ANY
DISCREPANCIES SHALL BE RESOLVED PRIOR TO COMMENCING OF WORK.
1. ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8" DIAMETER BY
10" LONG ANCHOR BOLTS EMBEDDED AT LEAST 7" INTO CONCRETE
WITH A MAXIMUM SPACING OF 72" O.C. THERE SHALL BE A MINIMUM OF
TWO BOLTS PER PIECE OF FOUNDATION PLATE WITH ONE BOLT LOCATED
WITHIN 12" OF EA. END OF EA. PIECE. A PROPERLY SIZED NUT AND
WASHER SHALL BE TIGHTENED ON EA. BOLT TO THE PLATE.
2. ALL SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS SPACED PER
FOUNDATION PLAN
3. ALL INTERIOR NON -SHEAR WALLS ARE TO BE SECURED WITH SHOT
PINS INSTALLED PER MANUFACTURERS RECOMMENDATIONS, U.N.O.
STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES.
4. INSTALL ALL SIMPSON (OR APPROVED EQUAL) FOUNDATION HARDWARE PER
MANUFACTURERS RECOMMENDATIONS. DEEPEN FOOTING WHERE
NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOWN LOCATIONS.
5. PROVIDE 5/8" DIAMETER BY 12" ANCHOR BOLTS AT 3X FOUNDATION
PLATES WHERE OCCURS. VERIFY WITH FRAMING PLANS.
6. 2" x 2" x 3/16" STEEL PLATE WASHERS ARE REQUIRED ON EACH
ANCHOR BOLT (UBC SECT. 1806.6.1)
7. ALL STUDS AT 1ST FRL SHALL BE 2X4 OR 2X6 @ 16" O.C.(TYP)
8. THE ALLOWABLE SOIL BEARING VALUE IS 1000 PSF FOR
CONTINUOUS FOOTINGS.
m, mm Us- R I I . .. .... ... im,
AB48
5/8" DIA. X 10"
ANCHOR BOLTS AT 48" O.C.
AB32
5/8" DIA. X 10"
ANCHOR BOLTS AT 32" O.C.
AB24
5/8" DIA. X 10"
ANCHOR BOLTS AT 24" O.C.
AB16
5/8" DIA. X 10"
ANCHOR BOLTS AT 16" O.C.
AB 8
5/8" DIA. X 10"
ANCHOR BOLTS AT 8" O.C.
AB48X
5/8" DIA. X 12"
ANCHOR BOLTS AT 48" O.G.
AB32X
5/8" DIA. X 12"
ANCHOR BOLTS AT 32" O.C.
AB24X
5/8" DIA. X 12"
ANCHOR BOLTS AT 24" O.C.
AB16X :
5/8" DIA. X 12"
ANCHOR BOLTS AT 16" O.C.
AB 8X
5/8" DIA. X 12"
ANCHOR BOLTS AT 8" O.C.
* 2AB
(2) 5/8" DIA X
10" ANCHOR BOLTS.
* 3AB
(3) 5/8" DIA. x
10" ANCHOR BOLTS.
* 2ABX
(2) 5/8" DIA X
12" ANCHOR BOLTS.
* 3ABX
(3) 5/8" DIA X
12" ANCHOR BOLTS.
* 2ABXX
(2) 3/4"DIA X
12" ANCHOR BOLTS.
* 3ABXX
(3) 3/4"DIA X
12" ANCHOR BOLTS.
* EQUAL SPACING.
EXCLUDING HOLDOWN A BOLT.
Flo 1
00
■�
L0
00
o
co
w
®
a rn
cir`
0miQ
Lu
LLI
Iz •
(/) U
w 2 tLo
_ F
z
Lu
�- z
IZ
a
Q
I`
In
u
z
Q
o
C
Q
U
a
C46
Q
w
�
r 1
0
l
T�
o
z
�14
J
F
I-
W
w
DRAWN J&R Int'I., Inc.
CHECKED S. V.
DATE 06/02/03
SCALE AS NOTED
JOB NO
FILE NAME: S 1
DRAWING
sl
OF SHEETS
2x BLK'G.
4x POST
ROOF SIMP. TS9 @ 48"O.C.
SH TG. E_N_--j
SIMPSON M-S-44� SOLE PLATE
--2x BLOCKING
NAILING
N.
116d NAILS @ 4" O.C.
(SEE PLAN FOR SPN NAIL'G.)
2x RR PER PLAN
SILL PLATE
(N) WALL FOR
v CALIFORNIA FRAM'G
16d @ —STUDWALL
PER 2 x BLK'G. OR TJI CONT.
ROOF SH T'G.
CUT THRU,,� TJI
SHT'G_
16d NAILS is (N) PER
@24 O.C.
6" O.C. -1
RAFTER 0 fR
PLAN
— FLR SHT'G.
SIMPSON A35 AT 16" O/C
'_'4����(2)8d NAILS, CLINCH
PLAN
Top
TRUSS TOP
E.N.
E.N. 2X C.J PER PLAN
4x POST
B.N +
CHORD
I I zz� ZAZ
W/4-16d NAILS @
LY WEB STIFENER
FILLER
2X BLK'G. CONT. EACH SIDE (TYP)
E/S OF WEB:
+ +
PARALLEL SIMP. TS9
2 x FL OR TJI
E.N.RAFTERS PER PLAN
_++ L WHERE OCCURES
SOLE PLATE 9 1/2"&11 7/8":3/4"x2 1/16"
+ +
@ 48"O-C.
NAILING 14" & 16": 1 "x 2 1/16"
+
TO WALL
ALT. LOCATION OF
F
A
+
WRAP TO
SIDE
A35F @ DBL. JSTS.-----
2X Blkg. OR TJI @ 48 O.C.
BEARING CONDITION
SIMPSON
+
per Stud
LAP & SPIKE
PER SIMPSON A35 AT 16" O-C.
V WALL
I'll
MST-60
(N) 2xCONT. BLK'G
E.N.LAN
w/ 4-16d I �,,<
PER
16d NAILS AT 8" O.C..
a
ROOF SHT'G.--\,,
< STUDWALL OR BEAM
PLAN HDR OR BM. WHERE OCCURS
SINGLE RIM U.N.0
ADD (N) 2x6 OR 2x8 ROOF
ROOF SHT'G. - E.N.
PLYWOOD ABOVE HDR
B.N.
JSTS.
RAFTER W/16d NAILS @ 12"O.C.
b DROP BEAM
2x BLOCKING
*REF: TJI RES.
SIMPSON LU w/ 16d
PRODUCT REF. GUIDE
RAFTERS PERPENDICULAR @ 8 " O.C.
ALTERNATE TO WALL
171
FLOOR OLD
13
CCU ON DETAIL
9
ROOF TO WALL SHEAR TRANSFER
5
SHEAR TRANSFER
1
SHEAR TRANSFER
PANEL BOUNDARY &
2)2x JOIST (SEE PLAN)
BOUNDARY NAILING (B.N.)
CONTINUOUS PANEL EDGE PER PLAN
No BLOCKING, E.N.
EQ. EQ.
(E.N.) PER PLAN
EQ. EQ.
DISCONTINUOUS PANEL EDGE,
FIELD NAILING EX(E.N.) PER PLAN
ROOF PLYWOOD SHT'G.
/--SIMPSON ST22
PER PLAN —
W/ 8d's @ 6" O/C
@ 48" O.C..
SON ST22 @ 48" O.C.
E.N.U.N.O.
U _1\4.
U.N.O.
LT.(4)16d's PER LAP &
SPIKE
E.N. E.N.
NOTE:
SIMPSON ST6236
2x RAFTERS
(SEE
(SEE PLAN)
YN 2x RP
+ + RAFTERS (SEE PLAN)
STAGGER JOINTS AS SHOWN
2x Top Plates
BM
FLUSH RIDGE BM
MIM. SIZE OF SHEET SHALL
2x RR
OR BOARD
+
BE 2 FT. X 2 FT.
PER PLAN
NAILS SHALL BE DRIVEN TIGHT
2x BLOCKING
BUT SHALL NOT FRACTURE
2X SHEAR BLK'G. RIM JOIST
SURFACE OF SHEATHING
TOLERANCE ON NAILING SHALL
T T
@ 48" O.C. B.N.
BE 3 /4" W/ THE AVERAGE
NAIL SPACING OVER ANY
SIMPSON A-35 �����
4 FT. LENGTH BEING AT LEAST
Ca 24" O/C UNO DOUBLE TOP PLATES
THAT NOTED ON THE PLAN
SEE PLAN
LUS, TYP.
2x STUDWALL PER PLAN
RIDGE BM PLAN)
\—DIRECTION OF FACE GRAIN
EQ
PERPENDICULAR TO SUPPORT
FRAMING @ 24" O.C.. SHOWN
n
(16" O.C.. SIMILAR)
ANEL BOUNDRY &
BOUNDARY NAILING (B.N.)
PER PLAN
*=U.N.O.
18
R T(' FLU_ S E
14
RAFTER ORIDGE P
10
PLYWOOD SHT'G. LAYOUT
DRAG CONNECTION
ROOF SHEAR TRANSFER
ROOF SHT'G.
CALFORNIA
SIMPSON ST6236 OR
17—
FRAMING
MSTI 36
1212 24"
S JD1 f
DBL. TOP PLATES- MIN. MIN. 2x BLOCKING
NEW EXIST'G
...........
...........
.............
......... .......... ............ ......
72 30
.......... ...... .....•
........... __11.1.1 .......... ........ __ .........
....... ............. ............
. . . . . . . . . . . . .
PLYWD. SHT'G W/E.N 10 EQ. EQ.
8d ATEVERY NAIL 8d AT EVERY NAIL 2X BLOCKING ON EDGE
CALIFORNIA
FRAMING 'G SHT'G
EXIST
4 max�
(TO EACH JOIST WHEN DbI F/J)
HOLE HOLE *UNLESS INTERRUPTED
............ ....... ...........
A(
/.,_21-
BY WINDOW
... .......
............ .........
(N) 2xSTUDS
SHIM AS REQ'D.
SHEAR WALL E.N.
............ ......
@16" O.C. ...........
............. .......
FLUSH BEAM OR DBL JST.
W 1 A PLATE AK
UNO CS16 STRAP)
.. .........
..... ..... ......
SIMPSON CC
.(OR
16d NAILS ........
.......
WDW.
DBL. TOP PLATES TYPICAL
@ 4"O.C.
OPNG.
SIMP. ST 6224, UNO
........... ..
SEE FRAMING
Alt. MST1 48 at Dbl. TJI/PSLAVL
3/8" PLYWD BOTH SIDES
SIMP ON CS 6 PLAN. TYP.
W1 (10) 10d. NAILS
%@ EA. CORNER
=F= =F =f=
2x BLKG W/16d
F I NAILS @ 3"O.C.
4, x
DROP BEAM, OR DBL JST.
1 FLOOR (N) SIMP. "U"
NOTE:
JOIST HANGER
NOTCH LARGER BEAM
SEE PLAN FOR BRG. CONDITION
TA BLK'G. (E) 2xR.R.
TO RECEIVE SMALLER WHEN
@48" O.C.
11 X" IS GREATER THAN 4"
(N) BEAM
PER PLAN
*U.N.O.
U.N.0
19
CO CTION DETAIL
15
MAIN INTERIOR E
1
SP IAL SHEAR AW EN G
DRAG" DETAIL
3
DRAG CONNECTION
HEADER
LEDGER
BEAM (SEE PLAN)
6d NAILS @ 4" O.C.
WALL WHERE OCCURS
(SEE PLAN FOR SPN NAIL'G.)
PER RIM JOIST OR BLK'G.
PLAN
POST (SEE PLAN)
SOLID BLOCKING CONT.
E.N_ FLR SHT'G.
SOLE PLATE + d
16d @ 12" O.C.
STAG.
FLOOR SHEATHING
2 x FL OR TJI
PER PLAN
CT
+
ALTERNATE
16d NAILS BN
TOP PLATE
TREAD
PLAN 1 NOSING
@ EA. JOIST
E.N. —SIMPSON A35 AT 16" O.C.
SIMPSON MST48
STAIR STRINGER rSEE
SEE PLAN
VERSA RIM >
A35 @
16d NAILS 24
0 EA. JOIST
ALT. LOCATION OF ><
A35F @ DBL JSTS.
C� < SIMPSON ST-6224
2x BLOCKING ++
+
PRESSURE LJ bi<F-
0
PER
+
+ + Ci
TREATED +
Li-
PLATE W/
INVERTED HANGER A FLOOR JOISTS PER PLAN
PLAN
+
SHOT PINS
< STUDWALL OR BEAM
1+ I
@ 24" O.C.
TOP PLATES, HEADER, OR
< FOR BEARING COND.
POST (SEE PLAN)
BEAM PER PLAN
(SEE PLAN)
HEADER —
JOIST HANGER
METAL SHIM FIRESTOP @
MIDSPAN
20
BM TO POST CONNECTION
16
TIE DOWN CONNECTION
12 WOODS'TA1RS
8
CONNECTION DETAIL
SHEAR NSFER
■
00
00
r-4) 0
L0
(0
Lu
C:)
00
Cj N<
0
cr_
<
Lli Ln
m
U)
N
iZ
LU
Lij
z
0
U
z
_.. N
I`- 4
Cr
0 U
C:)
z
U
3:
0
U
F_
I-
w
U)
DRAWN J&R Intl., Inc.
CHECKED S. V.
DATE 06/02/03
SCALE AS NOTED
FILE NAME: SD1
DRAWING
OF SHEETS
PLOT DATE 06/23/03
REVISION
NO. I DATE
r F
COLD JOINT AT 2 POUR
2xBLK'G #3 DOWELS @ 2x STRINGER SLAB ON GRADE D.F.P.T. PLATE W/
B.N. 18" MIN. INTO SLAB SEE SOIL REPORET FOR
ALTERNATE LEFT/RIGHT SAND AND VAPOUR BARR—.
(N) 2x4 CALIFORNIA FRAMING @ 16" O.C. L-2 x R.R. CONC. SLAB LINE OF SAWCUT \a/
SEE DETAIL 4/SD2
(N) 2x4 (N) ROOF SHTG. SIMP. A35 DEEP TROWEL 5" CONC. SLAB & CLEAR MIN.
B.N. Z:(E) ROOF SH T'G. @ 16"O.C. CONTROL JOINT REINF. SEE PLAN
LOW ROOF
1/ 7/ zz zz Al
ADE
FILL COMPACTED FILL 2
(E) ROOF RAFTER VAPOR J
BARRIER SAND/ FINAL CN
SAND UNLESS
co
@48"O.C. SAND BASE 2 #4 24" \_(2) #4 T/B MIN., TYPICAL
12" NOTE: SEE SOIL REPORT FOR `l_
ADDITIONAL REQUIREMENT
I TYPIf" A 1
17 CALIFORNIA FRAMING 13 CONNECTION DETAIL CONTROL JOINT STRINGER DETAIL RIORFOOTING
2x ROOF RAFTER SEE DETAIL 1 FOR
B.N. SIMP. A35 COLD JOINT AT 2 POUR - -4- D.F.P.T. PLATE W/ 5/8" DIA.X t4 DOWELS NEW EXISTING
SIMPSON A35 SAND AND VAPOUR BARR. NATURAL GRADE
SIMP. A35 OR APPROVED SLAB ON GRADE
HEADER (SE PLAN) B.N.� x/ COMPACTED FILL SEE PLAN SEE FOUNDATION
FOR SAND AND
16d's PROGRESSIVE
NAILING 81' O.C.
NATURAL GRADE
OR APPROVED
—2x ROOF RAFTER COMPACTED FILL
TRIMMER PER PLAN
EDGE NAILING le
@ TOP PLATE ROOF SHEATHING 24 9/16" dia. HOLE
SIMPSON A35 WALL OR BEAM 2411 15" r (2) #4 T/B MIN., TYPICAL NOTE: w/EPDXY FILL
PER PLAN PER PLAN @ ALL CONT. FOOTINGS, U.N . 0 #4 @ ALTERNATE SPRAY BONDING AGENT (INTRALOK OR SIMILAR) AT THE JOINT BETWEEN
L 2x SILL [#> 16" O.C. SOLID POUR OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE.
2411
18 FULIeHEIGHT STUD CONNECTI 01' N 14 SHEAR TRANSFER TYPICAL INTERIOR FOOTING 6 FIRE PLACE FOOTING NEW CONC. FTG. TO EXIST'G. FTG.
PORTION TO BM. TO BE
NOTCHED TO WATCH
RAFTER SLOPE DIMENSION
lo (PER PLAN)
IV —
MAX. NOTCH
(PER PLAN)
BEAM (PER PLAN)
2x RAFTER vv E
(PER PLAN)
BEAM NOTCH @6
WALL DETAIL
10d NAILS--'
@) 4' O.C.
(E) ROOF
SHTG—
2 x R.R.
2xBLK`G
--2xBLK'G
@ 32^O.C.
--(N) ROOF 3HT~C
2 x R.R.
-----S|MP. A35
@ 24^O.C.
------2x FILLER
AS RE0'D W/ 10d
NAILS @ 4''O.C.
`-------2x R.R.
(E) AND (N)
"' ST'G TO NEW SHEAR
15 r-a,,xl
3T PER PLAN
PLATE
POST CONNECTION DETAIL
`-)
15d NAILS
@ 4" OC ' C. PER PLAN
/N\ FLOOR 3HT^G
FLOOR JOIST
PER PLAN
^ITT" HANGER
(N) BM PER PLAN OR
WALL WHERE OCCURS
* U.N.{l
EXIST'G TO NEW CONNECTION
SEE DETAIL 1 FOR
REPETITIVE INFORMATION
HOLDOWN SSTB Selection Table:
---If ,
COLD JOINT AT 2 POUR
SLAB ON GRADE 0
SEE PLAN
SEE SOIL RETPORT
FOR SAND AND
VAPOUR BARR.
Mono Pour
Two Pour
HOLDOWN ANCHORS
MUST BE TIED IN
FOUNDATION
SSTB
INSPECTION.
NATURAL GRADE
BOLT
OR APPROVED
DEEPEN FOOTING
COMPACTED FILL
AS REQUIRED TO
OBTAIN ANCHOR
EMBEDMENT &
CONCRETE COVER.
—ALTERNATE FOOTING
CONDITION W/HEEL
SIMPSON HOLDOWN W/SSTB
m
SEE PLAN FOR SIZE AND REINF.
UNDER PIN DETAIL
DE
& FOOTING
w/EPDXY FILL #4 DOWELS
NOTE:
SPRAY BONDING T |NTRAL0K OR SIMILAR) AT THE JOINT BETWEEN
OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE.
NEW CONC. SLAB TO EXISTIG. FTG.
(N)2x STUDS
<
bE
LINE OF
[>#
LIJ
LINE OF
9/16" dia. HOLE
Uj
Uj
FOOTING
6" SEE PLAN Lr6,,
CONT.
WALL FOOTING
00
00
Ld
00
Uj
et� r__
LU
z
U)
10-*1
CIA
0
cn-
z
U