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P,R E P A"E D BY:
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EXISTING
245 SO FT
{ GARAGE
!1 3 12
PITCH f
� e
I
ROOFING MATERIAL -
TO BE "OWENS CORNING"
TO MATCH EXISTING
ER 5443 OR EOUAL
W/ MIN. CLASS "C" RATING
TITLE 24 SUMMARY
ENERGY (TITLE 24) REQUIREMENTS
INSULATION EXT WALLS R-13
ATTIC R-30
SUBFLOOR R--19
FENESTRATION FENESTRATION - U-FACTORa0.40 MAX
5HGC- 0.35 MAX
A/C EFFICIENCY N/A
RADIANT OR EQUAL TO ►
.05
INSTALLED TO COVER ROOF r
GABLE i WALLS AT ATTICS
PROPOSED]
/82 SO FT
I— STORY
ADDITION I
AREA ANALISYS
LOT AREA
6000 sq
EXISTING SFR,
807 sq
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fTOTAL
I
TOTALt' i
1117_�q_TCOVERAGE
•LOT PLAN /ROOF _ •
GENE�IRAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE0
CODES,CBC , PLUMPING, ELECTRICAL AND MECHANICAL
2.. VERIFY ALL DIMENSIONS, tt NOT SCALE DRAWINGS.
3. IT SHALL BE THE RESPONSABILITY OF t 'a TO
VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO
COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE
UPON DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN
THE DRAWINGS.
PREPARATION OF BE PER
SECTIONe AND ROOTS SHALL
BE REMOVED FROM THE SOILTO A DEPTH OF
BELOW12 INCHES t t
a. OCCUPIED BY THE BUILDING)
5. ALL NAILING TO COMPLY W/ TABLE 23-11-8-1. CBC
TYPE OF CONSTRUCTION VN
OCCUPANCY GROUP R-3
ROOMFINISH SCHEDULE
Mi%iiii`a�i11i
FINISH MATERIALS FINISHES
A WOOD t "I rnATC C*s AT %1MV1 rnDAMr:c O rI i
BEDROOMA 0. EVERY
HEIGHT OF 24 INCH ! WIDTH OF ! INCH, THE SILL HEIGHT
NOT OVER 44 INCHES ABOVE THE FLOOR.
b. ALL GLAZING MIN. 3/16" THICK AN A STRENGHT "B" OR
TO COMPLY WITH SECTIONS_
C. HEATER PER NOTE 7 TO MAINTAIN A ROOM OF 0.
AT A POINT OF
!t.. ABOVE
t' IN NEW HABITABLE
ROOMS.
d. EXIT -
EACH EXIT DOOR MAY E PROVIDED WITH A NIGHT LATCH,
w _ D BOLT t M ►` ' PROVIDED
Y
i t • INSIDEWITHOUT
CLOSETSUSE OF A KEY OR TOOL OR SPECIAL KNOWLEDGE OR EFFORT
AND MOUNTED AT A HEIGHT NOT TO EXCEED 48 INCHES
ABOVE THE FINISHED FLOOR.
e. WATER t USE NO MORE
• r f.
PE DOORS SHALL MEET THE IMPACT TEST
REQUIREMENTS
�GLAZED �Ot
GLASS
MUST t MEET THE BOIL TEST REQUIREMENTS OF
D PART 11,
ALL INTERIOR FINISHES
TO COMPLY W1 CSC CHAPTER s
FOR MINIMUM FLAME SPRAD
CLASSIFICATION OF 111EXCEPT IN
KITCHENS AND BATHROOMS
FLOOR PLAN NOTES
1. 2X6 PLUMBING WALL
2. 22"X30" ATTIC ACCESS
3. SHELF AND POLE
4. REC'D MEDICINE CABINET
5. REMOVE EXISTING WINDOW I DOOR
FRAME AND FINISH PROPERLY
1� 6• -FIBERGLASS SHOWER STALL
W/ SHUTTER -PROOF ENCLOSURE
70" F.G WALLS HIGH MIN,
7. NEW 40 000 BTU MIN.
CAPACITY NAT. GAS MALL HTR
PROVIDE FUEL GAS.
8. CABINET PER OWNER
9.
30" GAS RANGE/OVEN SPACE W/ LIGHT & HOOD
PROVIDE FUEL GAS & 110V OUTLET.
VENT THRU ROOF.
10. 36" REFRIGERATOR SPACE PROVIDE 11OV OUTLET
AND RECESSED WATER HOOK-UP FOR ICE
MAKER.
11. DOUBLE SINK W/ GARBAGE (DISPOSAL.
12. UNDER COUNTER DISH WASHER.
PROVIDE 110 V OUTLET
13. FLOOR FINISH TRANSITION
14. LAVATORY.
15. TOILET.0.6 GAL PER FLUSH MAX)
16. PANTRY W/ SHELVES.
WALL LEGEND
EXISTING WALLS
TO REMAIN
=--J EXISTING WALLS TO REMOVE
SMOKE DETECTOR NOTE:
110 ! 110 V W/ BATTERY BACK-UP . PROVIDE SMOKE DETECTORS IN EACH BEDROOM
SMOKE DETECTOR AND CORRIDOR OR HALLWAY ACCESSING SUCH
BEDROOMS PER SECTION 310,9.1,3 & 310.9.1.4
BATTERY OPERATED 2001 CSC. SEE NOTE 'T' BELOW FOR S.D IN
9V SMOKE DETECTOR EXISTING BEDROOMS
RECESSED CEILING LIGHT t- S HOSE BIB NOSE SIMS TO HAVE ANON -REMOVABLE
RECESSED MINI LIGHT AIR DIFFUSER GRILLE BACK-FLOW
VACUU i BREAKERH A LISTED
- - CEILING MOUNTED LIGHT FL FLUORESCENT
WALL MOUNTED LIGHT MECHANICAL FAN. MI
5 AIR CHANGES PER HR.
110V OUTLET FLUORESCENT LIGHT
110V 1%2 HOT OUTLET LOG LIGHTER
I- FUEL GAS PLUMB FOR ICE MAKER
220V OUTLET TELEPHONE JACK
GFI GROUND FAULT INTERRUPTER AFI RECEPTACLE OUTLETS SUPPLIED BY
BRANCH CIRCUITS PROTECTED BY
SWITCH AN ARC -FAULT CIRCUIT INTERRUPTER
,` 3 3-WAY SWITCH
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ELEUTARlo GALLEGOS
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SHEET NUMBER:
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A-1
GENEBLL -NOTES
1.
Except where more stringent requirements are noted or shown on the
plans, workmanship & materials shall conform to the latest edition of the
C.B.C., U.B.C., or local code.
2.
Working dimensions shall not be scaled from drawings.
3.
Items identified by trade names may be substituted by approveequals.
REMODELING NOTES
1.
Existing- structures shall be reviewed for dimensional and structural
conformance with the plans by the contractor prior to construction.
2.
Contractor shall provide any shoring and/or bracing to the existing
structure which may be required during construction.
3.
The contractor shall notify the designedengineer of any major
discrepancies.
4.
Use Simpson ST6224 to tie -,in to existing top plates.
.FOUNDATION NOTES
1.
Concrete strength shall be a minimum of 2500 PSI in 28 days. Use Type
V.cement.
2,
Reinforcing steel shall be min. ASTM A615 Grade 40.
:3.
No trenches on excavation 5 feet or more in depth, into which a person. is
required to descend shall be made without proper permits.
4.
Soil beneath footings and slab shall be compacted per the U.B.C. (90%
relative compaction min.)
5.
The minimum bolting for sill plates to foundation (unless noted otherwise)
shall be as follows:
Use 5/8 inch diameter anchor bolts with 7 inch min.
embedment in concrete. Spacing shall not be greater
than 4 feet on center nor further than 12 inches from
corners (minimum two bolts per piece)
6.
See Foundation Plan J Shear Wall Schedule to determine further bolting
requirements.
WOOD
1.
All lumber used for structural purposes shall be Douglas fir, south coast
region, graded in accordance with the West coast Lumber Inspection
Bureau.
2.
Minimum grades for structural lumber shall be as follows:
Roof & Floor Beams No. 1
Roof &Floor Joists No. 2
Exterior Wall Studs
Less than 10 feet in height Stud or No. 3
Greater than 10 feet No. 2
Interior Partition Studs Std. Or Construction
-Blocking or Bridging Utility
Posts & Headers No. 2
3.
All sole plates and wood that is less than 1 Y2" clear from masonry or
concrete shall be pressure treated Douglas fir.
4.
Wall, floor and roof framing shall conform to Chapter 23 of the,U. B.C.
CONTINUOUS SPECIAL INSPECTION NOTES:
1. CONTINUOUS SPECIAL INSPECTION REPORTS MUST BE SUBMITTED TO THE CITY
INSPECTOR FOR STEEL WELDING, EPDXY, AND MASONRY CONSTRUCTION PER UBC
CHAPTER .17 FOR SPECIAL INSPECTION.
2. OWNER TO HIRE SPECIAL INSPECTORS, APPROVED BY THE CITY BUILDING DEPT.
a) FOR WELDING INSPECTOR MUST BE PRESENT AT ALL TIMES.
b) FOR MASONRY INSPECTOR MUST BE PRESENT AT REBAR PLACEMENT &
GROUTING.
c) FOR EPDXY BOLTING - INSPECTOR MUST BE PRESENT DURING INSTALLATION
OF BOLTS & CLEANING OF HOLES.
ED
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E3 ED
fill
PROP'D EXIST'G
CONST'N CONS T'N
EXIsTIG J PROP'D
110L* . -1micc,
EAST _0
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F� El LH
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IN
M
\-NEW PROCH
ALL NEW WINDOWS TO MATCH
EXISTING IN APPEARANCE OPERATION TYPANDE.
ALL NEW EXTERIOR FINISH MATERIALS
TO MATCH EXISTING IN TYPE, COLOR
AND TEXTURE.
(D ELEVATION NOTES
1. WEEP SCREED PER 4_'\�
2 STUCCO EXTERIOR TO MATCH �2
EXISTING
3 2X FASCIA r2_"�
TO MATCH EXISTING -__KAV
4 ASPHALT SHINGLE TO MATCH
EXISTNG 0/ 30* FELT UNDERLAYMENT.
5 PROVIDE EAVE VENTS PER "ATTIC @2.
VENTILATION NOTE" AND DETAIL---� A2
6 12" R G.I. SCREENED DORMER VENT
-PAINTED TO MATCH ROOFING-
7 6"W' RO. SO. POST W/ 2X ARCHITECTURAL
PROJECTIONS.
ATTIC VENTILATION*
ATTIC AREA- 498 SO FT
ATTIC VENT REO'D- 478 SO IN.
405 SO IN. PROVIDED IN 12" R
G.I. SCREENED DORMER VENTS
(135 EACH)
AND PROVIDE (9) BLOCKS W/
3- 2" DIAM G.I. SCRENNED HOLES
PER
WEST
2
1 CAP SHINGLES
2 4:12 MIN. PICTH-
COMPOSITION SHINGLES OVER ILAYER
TYPE 15 FELT.
2.112 TO < 402 PITCH -
SELF -SEALING OR HAND -SEALED
COMPOSITION SHINGLES OVER 2 LAYERS
TYPE 15 FELT.
RIDGE
1
BLK'G W/ (3) - 2" DIA HOLES
W/ G.I. SCREEN BACK'G WHERE OCCURS.
KEEP INSULATION CLEAR I" MIN.
2
4.12 MIN. PICTH-
COMPOSITION SHINGLES OVER 1 LAYER
TYPE 15 FELT.
212 TO < 4.12 PITCH -
SELF -SEALING OR HAND -SEALED
COMPOSITION SHINGLES OVER 2 LAYERS 2
TYPE 15 FELT.
3.
2X RO.SO. FASCIA (SEE EXT. ELEV)
30" MAX.
4.
STUCCO EXTERIOR 0/ SEE EXT.ELEV.
BLD'G PAPER
5
1X6 STARTER BOARD
-SHIPLAP AT EXPOSED EAVES
6
G.I. EDGE DRIP
7
INSULATION PER TITLE 24
8
STUD WALL PER PLANS
9
GYP. BD. 6
3 5
1
4
EAVE
1. BLDG.PAPER 0/ G.I.W' VALLEY FLASHING
W/ CRIMPED EDGES
2. ROOFING. SEE ROOF PLAN
3. FRAM'G PER STRUCT.
2
3
VALLEY FLASHING
3" T 0"
I- to- C,
0
1.
STUCCO 0/ BLDG. PAPER 0/
G.I. BREED W/ WEEP HOLES
2
SLAB WHERE OCCURS
3
P.T, D.F. SILL
3
4
CONC. SLAB
2
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> GRADE
WEEP SCREED
PPEPAF�ED BY-
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CHECKED:
DATE:
OCT-08-04
JOB NO:
SHEET NUMBER:
A-2
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6
FRAMING NOTES
PRd5vIOE ROOF I2A#)6ANY BARRIER
SD1
PER TITLE 24 AT ROOF SHEATHING1,
ROOF SHEATHING:
I%" COX PLYWOOD (32/16) OIL OS$, UNBLOCKED
DIAPHRAGM. W/ NAILING-
8d 0 6" D.C. SUPPORTED ENDS & BOUNDARY
d 0 12" O.C. FIELD.
4C_0„ MIN. LAP
(2) 16d / STUD
USE (8) 16d a TOP PLT. CHORD SPLICE W/ ST6224
(8) 16d
0 MIN. &�
(USE 1X6 SOLID SHEATHING OR A-C GRADE PLYWOOD
LAP TOP PLT. 16d 0
16" O.C.
AT EAVES & OVERHANG)
STUD MAX
2.
PROVIDE 4X POST AT EACH END OF 4XI0 OR
LARGER MEMBERS,DOUBLE STUDS FOR 4X8 SINGLE
4X4
STUD FOR 4X6 OR SMALLER MEMBERS
HDR.
MIN.
PROVIDE IX6 LET -IN
3.
WHERE DOUBLE 2X SOLE PLATES ARE USED, PROVIDE
BRAC'G (IF NO SHEAR
PROGRESSIVE NAILING.
WALLS OCCUR) 0 60
MAX. @ 45' MIN. W/
4
ALL NAILS ARE COMMON NAILS.
16d 0 24*'
O.C.FACE
(3) 16d E.N.
(3) 8d EA. END & EA.
STUD BRACE EA.
5.
ALL STUBS @ 16" O.C. MAXIMUM.
NAIL
TYP.
CORNER 0 25' O.C. MAX.
FS.
ALL LAG BOLTS (LB) TO BE 8°` LONG INSTALLED
2X TRIM'R &
(2) 16d E.N.
PROVIDE 2X FIRE
WITH PILOT HOLE AND WRENCH.
KING STUDS
0 JAMB
TO SILL
BLOCK WHERE WALLS
EXCEED 10° H. & AT ALL
7.
FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED
TYP.
.
CL'G & SOFFIT LINES
AT ALL EDGES OF ALL PLYW'D SHEETS IN SHEAR WALL.
2X STUDS
8.
ALL PLYWOOD PANELS SHAD. BE
& 16" O.C.
MANUFACTURED USING EXTERIOR GLUE.
(2) 10d T.N.
EA. SIDE STUD
2X8P.T.D.F. SILL PLT.
/ f DW/ A7NCHOR
,
SHALL BWOOD. D AT
2 LAYERS EAPPLIED L
TO PLT.
B O'T
ALL STUCCO OVER PLYT
P OIINDATlON LAN.
P OVIDE A. B.
11 12
0 6'-0" O.C. & 41
F U.
10.
SEE Of SDt SDt FOR ALLOWED BORING
1L� E 12 MAX.
AND NOTCHING OF STUDS AND JOISTS
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11.
SEE DET. A3FOR TYP. EXTERIOR
-------------------------------------
WALL FRAMING
12.
MIN. 2X6 STUDS 0 16" O.C.
AT PLUMBING WALLS.
EXTERIOR
BEARING
WALL
�3,
INSPECTED
ROOF DIAPHRAGM NAILING �
FRAMING
VEG CG��ID
SHALL BE PERPENDICULAR TO SUPPORTS
14.
DOUBLE JOIST ARE REQUIRED UNDER PARALLEL
BEARING PARTITIONS
SHEAR PANEL
#• O.C.
rr #
2X P.T.D.F. SILL CNNECTION W/
1
5/8 It
DIA. THREADED RODS
### EPDXY OR EQUAL
(ICSO 4:4.) AT EXIST'G FOUNDATION
#. #�Awwdmommrgmwwlw
LEGEND
j EXISTING FOOT'G
NEW FOOT'G
STRUCTURAL. SYMBOLS
XXX INDICATES SHEAR WALL TYPE & LENGTH - REFER TO SHEAR WALL SCHEDULE
AND FRAMING PLAN FOR SILL BOLTING, SH7G, ETC. PLACE FIRST BOLT 12"
FROM END OF WALL.
1. FOR SHEAR WALLS i 1 AND HIGHER, USE 3X P.T.D.F. SILL PLATE AT GROUND
LEVEL & 3X STUDS AT ALL PANEL EDGES WITH STAGGERED NAILING. REFER
TO FOOT NOTES 3 & 5 ON SHEAR WALL SCHEDULE, AT EXISTING FOOTING USE
2X BLOCKING ON TOP OF EXISTING 2X SILL AND STAGGER EDGE NAILS AND
BOLT THRU 2X BLOCKING.
2. AT EXISTING FOOTINGS USE REDHEADS OF SAME SIZE AND SPACING AS PER
SILL BOLTING ICBO #1372 OR HILTI KB-11 ICBO #4627 MIN. EMBED 7".
FOUNDATION NOTES
1. FLOOR SHEATHING.
USE )(4" STRUCTURAL ## C-D OR C-C
PLYWOOD. MINIMUM PANEL INDEX NUMBER
(40/20) T&G, W/ 10d NAILS Q 6" O.C. SUPPORTED
EDGES AND 10d 0 10,. O.C. IN THE FIELD
(UNBLOCKED U.N.O.)
FACE GRAIN OF PLYWOOD SHALL BE PERP.
TO SUPPORTS
2. EXISTTNG 12"X12" CONC. FTN'G
3, CONCRETE FOOTING. t12" W X 12" D W/
(1) *4 TOP & BOTTOM MIN.
4. 6" W CONC. CURB
5. 24" L..,4 REAR DOWELL 6" INTO EXISTING
FOOT'G T&B W/ 'EPDXY" PER DET.
6, 14"X 6" G.1 SCREENED FOUNDATION VENT
7. 18"X 24" G.I. SCREENDED FOUNDATION ACCESS
8. GIRDER POCKET OR HANGER
9. 18"X24" CRAWL SPACE
10. CONCRETE LANDING
R,-n,. 4.-A„
NOTES-
-VERIFY HRDWR. LOCATION W/ FLR. PLAN
b.-HOLDOWN ANCHORS MUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
c. -SURFACE WATER WILL DRAIN AWAY FROM BUILD'G.
d. HOLD --DOWN CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE APPROVED PLATE WASHERS, AND
HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO Ur
COVERING THE WALL FRAMING. 4 y
riG I j ^e ,l 2
e. ALL INTERIOR NON -BEARING WALLS WITH SHOT PINS 1 n ,o. C 43205
RAN ,ET 113348, OR EQUIVALENT. AT 36" O.C, xp. a12 II��
UNLESS OTHERWISE NOTED. }
DIA A. B. MAY BE REPLACED BY %" DIA
THREADED RODS W/ 5)? EMBED. WITH
CIA -GEL 7000 EPDXY SYSTEM xs.....
I. C. B. O. ER. 4846. (OR EQUIVALENT), AT THE
SAME SPACING. PER 2320.11.4 .cBC
ANCHOR BOLT NOTE:
MINIMUM NOMINAL ANCHOR BOLT DIA. SHALL BE % INCH
SPACED PER SHEAR SCHEDULE OR 0 6'-0" OC. MAX.
EMBEDED INTO CONCRETE 7" MIN. W/ MIN. DISTANCE FROM
THE END OF SILL PLATES TO BE 4%" ( AND A MAXIMUM OF 12").
PLATE WASHERS (MIN. SIZE OF 2" X 2" X 11.,") SHALL
BE USED ON EACH ANCHOR BOLT
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JOB NO
SHEET NUMBER:
KICKER
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SHT'G
2X
KICKER
.Mmp;iillllw 2-illw"Tim-WN
'ONT. (LET -IN)
4 W/ (2) 16d
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FLUSH W/ SHEATHING
MAX 40Y
2-
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3-
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RIDGE CONNECTION
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EXIST*G 2-2X
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4X POST PER PLAN 1- (E) ROOF SHT'G 0/ 2X ROOF RFTR.
W/ SIMP, A35 BOTHSIDE 2- E.N.
AT TOP & SOT. 3- 2X BLOCKING (ALT.)
4- 2X CONT. SHAPED'W/ 16d 0
6** O.C. TO BLOCK- OR- WITH
2 16d NAILS TO EACH RAFTER
IN LIEU OF 2X BLOCKING.
5- 2X RAFTER 'CALIFORNIA'
FRAMED
6- PLYW'D SHT'G PER PLAN
'CALIFORNIA'FRAMED
14 ROOF
OUTER 1/3 MIDDLE 1/3 , OUTER 1/3
b
OF SPAN OF SPAN OF SPAN ONLY
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OUTER 1/3 MIDDLE 1/3 OUTER 1/3 NOTCHING,
T_ OF SPAN OF SPAN 1 OF SPAN ONLY
AT TOP OR SOT NO NOTCHES AT TOP OR SOT
ALLOWED U.N.O.
NIS
LX br- w �, eo---T-
G -p 0 r 4, g�
o-,
CEO-
2X LARGEST
BORE DIA. BORING
MIN.
---FRACTION 2X6 2X8 2X10 2XI2 2X14
OF JOIST
7 1/ 2001 CBC
D/6 4& Za SECTION 2320.6.3
D/3 11/4" 2%" 3" 3Y4" 4%"
15 BORED OR NOTCHED JOISTS
NTS
4X POST W/ (2) TS22
BOTHSIDE 0 TOP
& BCO 0 BOT.
p
HANGERI
D
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l- ;Y-
1
4", MIN.
I- ROOF SHT'G 0/ 2X ROOF RFTR,
PER PLAN OX6 STARTER BOARD
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2- S.N.
3- (3)- 16d 0 RFTR. TIE
4- 2X BLK'G W/ A-35
16" O.C_ U.N.O.
5- 2X CEILING JST,
PER PLAN
6 DBL TOP PLATE PER PLAN
7- 2X STUDS 0 16" O.C.
OR WD.BM. PER PLAN
8- SHEAR WALL PER PLAN
WHERE OCCURS
10
SHEAR TRANSFER
AT r-'AAlr!'
WD. POST W/
SIMP HTT22-
SEE SHEAR WALL SCHED.
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HB
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SIMP.
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MAX.SB
LOAD
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7910
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0
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4- 2X BLK'G OR
co
RIM JST,
5- JY4" PLYW'D SHEAT'G PER
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PLY'D SHT'G PER PLAN
6
2- 2X RAFTERS NAILED TOGETHER
cc
7
2- 2X TOP PLT.
8.
SIMP, A35 @ 16" O.C.
9.
SIMP A35F @ 16" O.C.
10.
CL'G JST. PER PLAN
11.
WALL FINISH PER PLAN
12.
SOLID BLK'G
17
1
3.51 8" [3.5-t
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LL
F
c
7
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PER PLAN
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2- 2X4 PLT.
3- SHEAR WALL WHERE OCCURS
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5- PLYW'D SHEATG PER
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PER PLAN W/ R-19 INS. u
6- 2X BLK'G 0 16 D.C.
AT PARALLEL F.J.
7- A-35 a 16" O.C. c
10 c
8- 2X4 P.T. D.F MUDSILL W/ DIA
X 10** L. A.B. PER PLAN W/
I "X21/2" X
u
0 4" THK. PLATE WASHER 3
9- CONCRETE FTN'G PER PLAN
INTERIOR FOOTING 3
0
z
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1-�;41 MIN
NOTES*
SEE PLAN FOR SIZE L J A. CONT. INSPECTION REQUIRED
S. DRILL HOLES PER MANUF. SPECS.
AND REINFORCING C. A307 THREAT-ED RODS W1 SIMPSON
SET EPDXY ICaO *5279
RIDGE —HIP KING POST BORED OR NOTCHED STUDS NTS FTNG Ca) PATIO 1144.0.1 HOLDWN AT, EXISTING FTNG 4
20 16 12 8
STL
FRACTION
OF STUD 2X4 2X6 2X8
257 D
I
1!PAL-
40ZD
2!
3"
6OX D
2"
31/4"
A/4
5 z
9 ljol I'Ll 2; 1 W-1 I R 19 Rl 0 U
NOTE. NOTCH s BORE
NOT TO OCCLR ON SAME
STUD WITHIN 36" OF
EACH OTHER.
2001 CBC
SECTION 2320.11.9- 2320.11.10
PPEPAR,ED BY:
-T- 1 4
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I
PH 1714 83 5' 1585
FX 714 835 1428
2017 W. ALco AVE.
SANTA ANA
CALIFORNIA 92703
AADRAFTINGQ?MSN.COM
REVISIONS
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OWNER:
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714- 436 1243
JOB DESCRIPTION:
498 SO FT SINGLE -
STORY ADITION
DETAILS
1/4"'t-O..
l
DRAWN:
CHECKED:
AL
DATE:
OCT-08-04
JOB NO:
SHEET NUMBER:
SD-1