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GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 C.B.C.
PLUMBING AND MECHANICAL CODES, THE C.E.C. AND LOCAL
ORDINANCES.
2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3. ITSHALL .13E -T f,,RESP1QNSA8&ITY OF. TH-k- CVNIRAM-8 TO
VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO
COMMENCING WORK AND IS TO NOTIFY- THE OWNER AT ONCE
UPON DISCOVER OF ANY OMISSIONS OR CONFLICT IN THE
D
4. ALL NAILING TO COMPLY WITH TABLE 2341-8-1 C.B.C.
5. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED
CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL
(NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY
CALCULATIONS.
6. LIGHT AND VENTILATION PER C.B.C. SECTION 1202. MINIMUM OF 16
C.F.M. OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR
VENTILATION.
PLUMBING NOTES
7. ALL PLUMBING WALLS TO BE 2" x 611
8. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM
OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED
STUDS ARE ACCEPTABLE.
9. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A
HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE SHOWER OR
TUB/SHOWER COMBINATION, MATERIALS SHALL BE OF A TYPE
NOT ADVERSELY AFFECTED BY MOISTURE.
10. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED
CATEGORY 11. NET AREA OF SHOWER RECEPTOR SHALL BE NO
LESS Tt!AY -1024 -SQ IN OF FLOOR AREA, AND ENCOMPASS
*DIAMETER CIRCLE.
11. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT
LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT
OF THE STOOL
12. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 AIR
CnAIWMO PER HOUR.
13, WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES,
PROVIDE TWO STRAPS (ONE STRAP AT TOP 113 OF THE TANK AND
ONE STRAP AT BOTTOM 1/3 OF THE TANK).
14. ALL NEW WATER CLOSETS WISH USE NO MORE THAN 1.6 GALLONS
PER FLUSH.
ELECTRICNOTES
15. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art
210-62 (a) "20 AMP. CIRCUIT DEDICATED TO EACH BATHROOM"
16; ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION.,
4/ A 17. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION
COMPLIES WITH NEC Art. 210-8: "ALL 125 volt SINGLE PHASE, 15
AND 20 AMPERES RECEPTACLES INSTALLED IN BATHROOMS,
z GARAGES, BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND AT
!,-5 7 WET BAR SINKS.
STRUCTURAL NOTES
18. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR
PMPNq TQ-j1jE- EXISTING STRUCTURE WICH MAY BE REQUIRED
DURING CONSTRUCTION.
19. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE
-o- o s- SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC SECTION
23�6.8.3 ALWWANdtt.
20. NOTCHING OF EXTERIOR AND BEARINGINONBEARING WALLS
SHALL NOT EXCEED 25%14011/o RESPECTIVELY. BORED HOLES IN
BEARINGINONSEARING WALLS SHALL NOT EXCEED 40%160%
0
RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED
3
HOLE NEARER THAN 5/8" TO THE EDGE OF THE STUD (2320.11.9
AND 2320.11.10)
21. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE
TO BE SHOWN WITH THE FULL LENGTH TRIMMERS, SPECIFYING
THE SIZE OF THE HEADER AND TRIMMER (2320.11.6)
22. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
7
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.............
Ti LE 24 SUMMARY
ENERGY (TITLE 24)REQUIREMENTS
INSULATION EXT WALLS: R-13
NEW SUBFLOOR: R-19
NEW ATTIC R-30
FENESTRATION FENESTRATION: U-FACTOR=.40 max
SHGC= .35 max
A/C EFFICIENCY N/A
RADIANT BARRIER EMISSIVITY LESSOR EQUAL TO 0.05
INSTALLED TO COVER ROOF RAFTERS AND
GABLE ENDS WALLS AT ATTICS
FLOOR PLAN LEGEND
EXIST G WALLS TO REMAIN
EXIST'G WALLS TO REMOVE
NEW WALLS FOR RM ADUN
K M/6 07A 2x6 PLUMB'G WALLS
®R
714 r 2 8!5� ' I p I A 201.7 W. ALCO AVE
SANTA ANA
C.A L I F 0 R N I A 92703
MAC IELALOMSN. COM.
REVISIONS
..........
DRAWN
jN
CHECKED
DATE
SCALE
JOB NO.
SHEET
OF SHEETS
ilk
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vn-
c.Lan��R�r�
ORAWN
i CMECKEO
OATS
SCALE
JOB 1yo.
`8FlEL`--T
E�
OF SHEETS
I
__2
TOUNDATIONNOTES
1. FLOOR SHEATING:
USE Y4" STRUCTURAL H C-D OR C-C
PLYWOOD, MINIMUM PANL INDEX NUMBER
(40/20) T & G, W/ 10 D @ 10"O.C. IN THE FIELD
(UNBLOCKED U.NO.)
FACE GRAIN OF PLYWOOD SHALL BE PERE
Nb-TES: TO SUPPORTS.
a. VERIFY-HRDWR. LOCATION ' W/ FLOOR PLAN 2. EXISTING 12"x18" CONC. FOOTIG
b. HOLD-DOWN ANCHORS MUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION 3. NEW CONCRETE FOOTING 12"W x 18" D W/
c. SURFACE WATER WILL DRAIN AWAY FROM (1) #4 TOP & BOTTOM MIN.
BUILDING
4. 24" L #4 REBAR DOWELL 6" INTO EXIST'G
d. HOLD-DOWN CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE APPROVED PLATE WASHRS, FOOT'G TOP & BOTT W/ SIMP "EPDXY"
AND HOL-DOWNS SHALL BE TIGHTENED JUST
PRIOR TO COVERING THE WALL FRAMING 5. 12"x 6" G. I. FOUNDATION VENT (TYP)
e. ALL INTERIOR NON -BEARING WALLS W/ SHOT PINS,
RANSET #3348 OR EQUIVALENT AT 36 " O.C. 6. 18"x 24" G.I. FOUNDATION ACCESS
UNLESS OTHERWISE NOTED.
L 518" DIA. A. B. MAY BE REPLACED BY 5/8" DIA THREADED 7'< GIRDER POCKET OR HANGER PER PLAN
RODS W/ 5 Y4" EMBED, WITH CIA -GEL 7000 EPDXY SYSTEM
I.C.B.O. ER —4846 (OREQUIVALENT), AT THE SAME SPACING 8. 5/8" DIA x 10" L. ANCHOR BOLT Ca, 61-011 O.C. MAX
PER 2320.11.4. CBC 12" FROM ENDS, MIN 2 PER FIELD, 7- MIN EMBED
WI/1'_27x 2" x 3/16" PLATE WAHERS (TYP)
PRINTED ON CLEARPRINT 1000H.
slm�
mar
m
I 1/2"C-D C-C PLYWOOD BLKD.
w/lob * 6" O.C. E.M & 12" O.C.F.N.
2x P.T.D.F. SILL CONNECTION W/
11
wa o &B. * 32"O.0
USE 5/87 DIA. THREADED RODS
CIA -GEL 7000 EPDXY OR2 EQUAL
(ICBO 4846) AT EXIST'G FOUNDATION.
TOP ANCHORAGE WITH A-35 16"O.C.
FRAMING NOTES
1. ROOF SHEATING: (pi9Vl6 i R-0- O,F-- RADI_A_N`_i,;ii, A,_Rlkl lEll R11
PER T-24 AT ROOF SHEATING)
1/2 CDX PLYWOOD (32/16) OR OSB, UNBLOCKED
DIAPHRAGM, W/ NAILING 8 d � 6" O.C. SUPPORTED
ENDS & BOUNDARY 8 d 12" O.C. FILED.
USE (9) 16'd *,'TOP PLT CHORD SPLICE WIST6224
(USE 1 x 6 SOLID SHEATING OR A-C GRADE PLYWOOD
AT EAVES & OVERHANG).
Z PROVIDE 4x POST AT EACH END OF 4xI0 OR LARGER
MEMBER& DOUBKE STUDS FOR 4x8 SINGLE STUD FOR
4i6OR SMALLER MEMBERS,
3, WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE
PROGRESSIVE NAILING.
4. ALL NAILS ARE COMMON NAILS.
5.. ALL STUDS *. 16" O.C. MAXIMUM.
6. ALL LAG BOLTS (LB) TO BE 811 LONG INSTALLED WITH
PILOT ROLE AND WRENCH.
7. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED
AT ALL EDGES OF ALL PLYW'D SHEETS IN SHEAR WALL. 1
8. ALL PLYWOOD PANELS SHALL BE MANUFACTURED
USING EXTERIOR CLUE.
9. 2 LAYERS OF #15 FELT SHALL BE USED AT ALL STUCCO -
APPLIED OVER LYWOOD.
10. SEE, DETAILS FOR ALLOWED BORING AND
NOTCHING OF STU S AND JOISTS.
11. SEE DETAIL a. FOR TYPICAL EXTERIOR.
12. MIN 2x6 STUDS (J�, 16" O.C. AST PLUMB'G WALLS.
13. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE
COVERING. FACE GRAIN OF PLYWOOD SHALL BE
PERPENDICULAR TO SUPPORTS.
.14.. DOUBLE JOIST ARE REQUIRED UNDER PARALLEL
BEARING PARTITIONS
1-2
rREVISIONS I SY-1
m �
DRAWN
CHECKED
DATE
SCALE
Joe NO.
SHEET
to
of OF SHEETS
4*-0" MIN. LAP
-
(2) 16d STUD
(82f6_d_0 MIN. &
I
LAP TOP PLT.
16d 0 16" C.C.
hN
STD
MAX
4X4
IA
HDR.
MIN�
PROVIDE IX6 LET AN
,BRACG (IF NO SHEAR
WALLS OCCUR) 0 60
l6d 24,:
0(3)
�,__Q)
MAX. 0 45' MIN. '01/
8d EA. END & EA.
O.C,FACE
16d E.N.'
STUD BRACE EA.,
NAIL
TYP>
CORNER @ 25'0.C. MAX.
2X TRIM'R &
(2) 16d E.N.
PROVIDE 2X FIRE
z��,
'KING STUDS
TO 2X SILL
BLOCK WHERE WALLS
JAMB
TYP
EXCEED 10'11.&AT ALL
,
CL'G & SOFFIT LINES
2X STUDS
0 161, O.C.
(2) 10d T.N. @
2X P.T.D.F. SILL PLT -
I- (E) POOF SHT'G 0/ 2X ROOF RFTR.
2- E.N.
EA_ SIDE STUD
W/Na" DIA. ANCHOR
TO PLT.—
BOLTS W/ 7" EMBED
3- 2X 111,OCKING {ALT.)
PER FOUNDATION PLAN.
4- 2 X '.,:ONT. 'SHAPED' W. 16d
PROVIDE A. 8,
6*-0" O.C. 41/2"
6" TO BLOCK- OR WITH
2- 16d NAILS TO EACH RAFTER
MiN / 12" MAX;r P&A
SILL END IN UEU OF 2X BLOCKING.
5- 2X RAFTER 'CALIFORNIA'
FRAMED
.6- PLY?lli'D SHT'G PER PLAN
EXTERIOR BEARING WALL 13 -"CA[_,.lFORNIA'FRAMEtD
EBROCJFALAING.__
RIE)CzE BOARD OR Hlf=
RAFTER r-t:
RAFTER f=EF
SEAM PER PLAN
'A 1-1.1.4 =kl T
O RIPPED
aT
POST
A. 51DE
AM
1, 'SIMP-EPDX-f-TIE TO
RFB W/5` N.
CMBEWN DEPTH.
TO CONC.AT 4 1/2"-MIN.,
FROM END, 12 " MIN,
z
FROM EDGE.SPACED PER
Lu
FOUNDATION PLAN
2. EXISTING CO.NC. FOOTING
3. END RIM JST. OR BLK'G
2X BLOCK4
NOTES:
A, DRILL HOLES PER MANUF, SPECS.
S. A307 THREATED RODS W1 SWPSON
SET Epoxy leact osm
A.B. AT EXISTING FTNG
ROOF SHT'G 0/ ' 2X ROOF RFTR.
PER PLAN OX6 STARTER BOARD
-SHIPLAP- AT EXPOSED EAVES)
2- B.N.
3- (5)- 16d 0 RFTR. TIE
4- 2X BLK'G W/ A-35 0
16" 0,C.. U.N.O.
5- 2X CEILING JST.
PER PLAN
6- DBL TOP PLATE PER PLAN
7- 2X STUDS @ 16" O.C.
OR WD. BM. PER PLAN
9�_ SHEAR WALL I MID PLAN
T -AFTER 'WHERE OCCURS
0
14 R 11 11,E) G E 10 SHEAR TRANSFER
AT EAVE
OUTER 1/3 MIDDLE 1/3 OUTER 1/3
T
OF SPAN OF SPAN OFF ONLY
AT TOP OR SOT NO NOTCHES' AT TOP OR. SOT
ALLOWED U'A.0.
LO
D
go
00
4X POST W/ (2) TS22 OUTER 1/3 MIDDLE 113 OUTER 1/3 NOTCHING
BOTHSIDE 0 TOP OF SPAN OF SPAN OF SPAN ONLY
& SCO 0 SOT. AT TOP OR SOT NO NOTCHES AT TOP OR SOT
ALLOWED U.N.O. 1
1- ST2115 @ 48" O.C. IN
LIEU OF 2X4 TIES
2- B.N.
3- 2X: RIDGE BOARD
4� PLYW'D ROOF SHEATHING PER PLO
5- ROOF RAFTERS PER PLAN
6- 2X4 TIES @ 48" O.C.
7- 3- 16d TYP.
Q CI ) TIC 0170 0 AN W/ A
0 0
"X LARGEST
BOR
DI ING
BORE A.
MIN.
OF ST 2XIS 2X8 2XI0 2X12 2XIA
lt " - _d� 2001 C8C
i
lYs" 2 Vs
SECTION 2320.8.3
l/4" 3" 3 4%
15 BOR'I--:"D OR NOTCHED JOISTS NTS SHEAR TRANSFER
... .... ...
I RIDGE BOARD OR HIP
RAFTER PER PLAN
RAFTER PER PLAN'
3 4X4 KING POST
BORED HOLES MAX 407 OF STUD
WIDTH @ 8F RING WALLS, 601- MAX. 4 TOP PLATE
0 NON -BEARING WALLS. 5 2- 2X CEILING JOIST
W. A35 EA SIDE TO K,P.
-PTH 25
NOMHES- MAX. DE X OF STUD
WIDTH 0 BE ARING WALLS, 407 MAX. 6 SIMP PC AT TOP PLT,
NON -SEARING WALLS.
7, 3- 16d F.N. TO RIPPED
K;NG POST
2
A& ll� Ammook ANNUL
140TE- NOTCH 0, BORE
NOT TO OCCUR ON SAME
STUE) WITHIN 36" OF
EA
CH OTHER.
1)hni rpr
W1 "4) AB, 7 EMBED[ENENT
SECTION 2320.11.9- 23:2770
16 BORF.'D OR NOTCHED STUDS NTS 12 KING POST
FR V-TION
'�S
Q F T U0
2X4
2X6
2X8
2 ~L �y 0
71a..
4 D
21/a"
6
*7
+
SEE SHEAR WALL SCHED.
FOR SHEAR TRANSFER a
SHEAR WALLS
ill.l..O" 1 6
kSIMPSON*
NO.
POST
BOLT
CONC.
BOLT
Le
HS
S B
MIN. ISIMP.
PST
SSTB
MAX.
LOAD
HD2A
1 (2)%
5/s
12"
1 41/2
41/2
4 X 4
16
2775
H05A
(2) :y
,4
-Y4
16"
5/413
4X4
20
4010
HD6A
(2) Y8
ye
24"
61/a
31/214X6
2
5510
HDSAL
(2)
24"
61/8
3V
14X6
28
7910
HD10A
Q) ya
7/8
24"
61/8
31/214XIS
28
9990
I.
SHEAR PAN L
PER PLAN
SSTS
ANCHOR —
L5 L FIRM CORN-R &
I Y4- FRM EDGE
I
I-
.2X STUD WALL PER PLAN'
2-
2X4 PLT.
3-
SHEAR WALL WHERE OCCURS
4-
2X SLK'G OR
RIM JST.
'5-
:Y4" PLYWD SHEAT'G PER
P Al 01 2X FLR. jST
PER PLAN W/ R-19 INS.'
6-
G.I. MUDSCREED AT EXT. WALLS
7-
A-35 @ 16" O.C.
10
8-
2X4 P.T. D.F MUDSILL W/ A.B.
PER PLAN W/ 21/2"X21/,-" X
6"
3% L3 L
1/4" THK. PLATE WASHER
9-
CONCRETE FTN'G PER PLN'4
12'- MIN
10-
(1) 04 REBAR TOP & SOT.
EXTERIOR FOOTING
SHR. WALL
WHERE OCCURS
S.N.
EXISTING E :�N.,- t, �i) EXISTING
Oft 4 _ �_ X V� 5 OR NEW
�PER PLAN
PER FLAN 1
EXIST'G
SHEATH'G
41
EXIST'G
RFTR
1. EXIST'G STUDS
8
2. E.N.
z
7
3, B.N.
4. S.N.
5, PLY'D SHT'G PER PLAN
F.G.
6 2- 2X RAFTERS NAILED TOGETHER
7 - 2X TOP PLT, 2
8. SIMP, A35 0 16" O.C.
9. SIMP A35F C 16" O.C.
10/
10. CL'G JST. PER PLAN
LYL
6" LYL
11. SHEAR WALL PER PLAN
12" MIN
12, SOLID BLK*G
11 2X4 CRIPPLE STUDS &
2X SHAPPED NAILINGPLATE
INTERIOR
FOOTING
1"-l'-O"
Z
I
is" so�
CONCRETE PIER
r-r-o- 2
1- 2X STUD WALL WHERE OCCURS
PER PLAN
2- 2X4 PLT.
3- SHEAR WALL WHERE OCCURS
4- 2X 8LK'G OR FLOOR JST
5- PLYW'D SHEAPG PER
PLAN 0/ 2X FLR. JST,
PER PLAN W/ R-19 INS.
6- 2X BLK'G 0 16 O.C.
AT PARALLEL F.J.
7- A-35 @ 16" O.C.
8- 2X4 P.T. D.F MUOSILL W1 %" DIA
X 10" L. A.B. PER PLAN W/
21/2"X2'/2" X
'/_," THK. PLATE WASHER
9- CONCRETE FTN;G PER PLAN
10- (1)04 REBAR TOP & BOT.
3
4X4 POST WHtRE
OCCURS W/ ST6215
-07 EA. SIDE
2- FLR. SHEATING PER
PLAN 0/ 2X6 F,J. @
16" O.C. W/ R-19 INS
3- 2-2X SLK'G
4- A_X GIRDER PER PLAI41
5- A-35 EA. SIDE
6- 8"X 8" X2" P ' T. PLATE
W/ ?/,q" DIA A4:8,
7- CONC. PIER
8- 4X4 CRIPPLE POST
W/ 2- A35F TO GIRDER
P0 E P A R E 0 6, Y
T:> T4--A f T- -F I N, C-i
..... ........
714 2 5 651. 1121
2017W. ALCo AvE.-
SANTA AKA
CALIFORNIA 92703
MAC I ELALOMS44 C - OM
REVISIONS
OWNER:
MR
MARIO HIGAREDA
PH# 7141953-5724
OESCIUPTION OF JO&
5W SQ FT RM OWN FOR
(N) ENTRY, FAM RM WIMTHRM
AND FIREPLACE & 24 SQ FT FOR
NEW PORCH
ORAWN
CHECKEO
OAT
SCALE
JOB NO.
SHEET
0 Dw I
0�
OF SHEETS
PRINTED ON CLEARPRINT 1000H.