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SANTA ANA HOUstt
ENOVATION
447 S. HESPE IAN S ;;
SANTA ANA CAL
IFO NIA 92703
ABBREVIATIONS GENERAL NOTES ilill
---------- wim PROJECT SUMMARY
ACOUS, ACOUSTI[CAL MAX, MAXIMUM
ADDt. ADDITIONAL. MECH, MECHANICk THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, 15 THE CONTRACTOR SHALL COORDINATE THE PLACEMENT, PROJECT LOCATION
ADJ, ADJU51ABLEIADJACENT MET. MET&
ALUM. ALUMINUM MFR� MANUFACTURER AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION ERECTION AND MAINTENANCE OF ANY TEMPORARY
ANOD. ANODIZED MIM MINIMUM 447 S.HESPERIAN ST.
APPROX. APPROXIMATE misc. M=FLLANEOV$ MEANS, METHODS, TECHNIQUES, SEQUENCE ON PROCEDURES, BARRICADES. WALLS, AND/OR DUST CONTROL DEVICES WITH SANTA ANA, CALIFORNIA 92703
M.O. MASONRY OPENING
BE). BOARD MTD� MOUNTED OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN THE OWNER.*
K. BUILDING mul- MULLION
BLIK. BLOCK CONSTRUCTION WITH THE WORK. ALL OF WHICH SHALL BE THE 2. OWNER
BLKG. BLOCKING N.I.C. NUMBER CONTRACT
am. BEAM NO. NUMBER SOLE RESPONSIBILITY OF THE CONTRACTOR, 16 THE CONTRACTOR SHALL COORDINATE THE INSTALLATION MR. & MRS FURNIESTAS
BOT. BC170M NOM. NOMINAL
CAS. CABINET N.T.S. NOT TO $ME OF ALL ITEMS MARKED O.F.C.I. (OWNER 3. PROJECT DATA
CEM, CEMENT O.A. OVERALUOUTS(DE AJR 2 THE DESIGN ADEQUACY, AND SAFETY OF ERECTION BRACING, FURNISHED/CONTRACTOR INSTALLED) AND ALL NIC, ITEMS
CERL CFRAMC OBS. OBSCURE SHORING, TEMPORARY SUPPORTS, ETC., DURING DEMOLITION (NOT IN CONTRACT) WITH THE OWNER. EXISTING
C'I. CXST MN O.C. ON CENTER
CLG' CEILING 011 OUTSIDE DIAMETERIWENSION AND CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE
CLR, CLEAR O.F. OVERFLOW 17 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING SINGLE STORY 5 BEDROOMS, ONE BATH
Cmu CONCRETE MASONRY UNIT O,F,Cl OWNER FURNISHED/ CONTRACTOR, AND HAS NOT BEEN CONSIDER BY THE
COL, COLUMN CONTRACTOR INSTALLED
CONC. CONCRETE OFF, OFFICE STRUCTURAL ENGINEER. THE FOLLOWING PERMITS IN ADDITION TO OTHER PERMITS
CONK. CONNECTION OPNG, OPENING
CONT CONTINUOUS OPP, OPPOSITE
REQUIRED.
CIT. COUNTERSUNK
A. BUILDING PERMIT TOTAL EXISTING AREA 1, 125 SF,
CSK, COUNTERSUNK PL PLATE 3 DISCREPANCIES IN THE CONTRACT DOCUMENTS, IN THE EVENT
P. LAM, PLASTIC LAMINATE B, PLUMBING PERMIT
OFT. DETAIL PLAS, PLASTER OF ERROR, OMISSION, AMBIGUITY, OR CONFLICT WITHIN THE
D.F, DOUGLAS FIR PLWD, PLYWOOD C. ELECTRICAL PERMIT
DIA DIAMETER PR' PAIR DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL
DIMDIMENSION PC, PRECAST REMODEL
DN. DOWN P.T.Df. PRESSURE-TRE :ATEf.) DOUGLAS FIR BRING THE MATTER TO THE ARCHITECTS ATTENTION IN A D, STRUCTURAL PERMIT
owoD,S, . DRAWINDOWNSPOUT PARrTIMELY MANNER FOR ARCHITECTS DETERMINATION AND
N, PARTITION E. OTHER SPECIALTY PERMITS EXISTING SEE FLOOR PLAN
G
EA, EACH O.T. QUA8frY'rJ-F- DIRECTION IN ACCORDANCE WITH PROVISIONS OF THE
EtFS EXTE ERIOR INSULATION FINISH SYSTEM R RISER/RA"US 18 THE CONTRACTOR SHALL REPLACE AND REPAIR ANY ADDITION
EL. ELEVATION RAO, RADIUS GENERAL CONDITIONS DISCREPANCIES IN THE CONTRACT
ELEC, ELECTRICAL R.D. ROOF DRAIN DOCUMENTS SHALL NOT BE ALLOWED AS A BASIS FOR DAMAGE TO ADJACENT SURFACE AFFECTED BY DEMOLITION
EQ. EQUAL REINF. 13EINFOFCE DINING/KITCHEN
EXH� E)(HAUST REQ. REQUIRED WORK 711 S.F.
EXP. EXPANSION RM, ROOM CHANGES ORDERS,
EXT. EXTERIOR R.O. ROUGH OPENING
EXIST. EXISTING Rwj. REDWOOD 19 SOME EXISTING PLUMBING FIXTURES WHICH ARE TO BE
FA,U, FORCED AIR UNIT S.C. SOLID CORE 4 JOB SITE MEASUREMENTS ARE THE FULL RESPONSIBILITY OF REMOVED, SHALL BE CAPPED BEHIND NEW FINISH SURFACES
F.E.C. FIRE EXTINGUISHER CABINET SCHED, SCHEDULE THE CONTRACTOR AND/OR SUBCONTRACTOR AND MUST BE
F.DFLOOR DION SHT, SHEET'
F,G, FINISH GRADE Sim, SIMILAR TAKEN FOR ALL ITEMS BY ALL SUBCONTRACTORS PRIOR TO F.H.C. PRE HOSE CABWf so� SCIUARE 20. THE CONTRACTOR SHALL REPLACE AND REPAIR ALL THE
FIN, FINISH S-S. STANLESSSTEEL FABRICATION,
FLR. FLOOR STL, STEEL PLUMBING PIPING SYSTEM PER PLUMBING CODE
FLASH. FLASHING STOR. STORAGE
FLUOR. FLUORESCENT STRUCTt 21 NEW WOOD FLOOR TO MATCH EXISTING LIVING ROOM, AND
F.O.C- FACE OF CONCRETE SUSP. SUSPENDED 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING
F.O.F. FACE OF FINISH SYM. SYMMETRICAL TO BE AT SAME LEVEL THROUGH OUT EXCEPT WHERE
F.0,M- FACE OF MASONRY SOLID BACKING BEHIND ALL SHELVING, HANDRAILS,
F.O.S. FACE OF STUD T. TREAD INDICATED
FRO FIBER REINFORCED PLASTIC T.C. TOP OF CURB BRACKETS, CABINETS, DOOR STOPS ETC.. AND ALL
F,S, FLOOR SINK/FJNISH SURFACE TEL, TELEPHONE
FT, FOOTIFEET TEMPI TEMPERED/rEMPORAW EQUIPMENT MOUNTED ON WALL AND REQUIRING BACKING.
FTG, FOOTING T&G TONGUE & GROOVE
THK, THICK GRAND TOTAL EXISTING AND ADDITION 1,836 SF,
G.k GAUGE/GiAGE T.O.C. TOP OF CONCRETE
GALV, GALVANIZED T.O�FR, TOP OF FRAMNG 6 WRITTEN DIMENSION SHALL BE USED FOR LAY -OUT, DO NOT
GFIRC GLASS FIBER REINFORCED CONC. T.O.L TOP OF LEDGER
GFFG GLASS FIBER REINFOFICED GYP. T.O.M. TOP OF MASONRY SCALE DRAWINGS.
GL, GLASS T.O.P. TOP OF PARAPET
GR. GRADE T.0,PL, TOP OF PLATE
GYP. GYPSUM TN?. TYPICAL 7 THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE
H.B. HOSE BiM U.N.O. UNLESS NOTED OTHERWISE RESPONSIBLE FOR THE VERIFICATION OF ALL EXISTING
HIC, HOLLOW CORE
HOWD, HARDWOOD V.O.T. VINYL COMPOSITION TILE CONDITIONS, ELEVATIONS AND DIMENSIONS PRIOR TO BIDDING
HDWE. HARDWARE VERT, VERTICAL
HGT. HEIGHT VEST, VES'n8ULF LEGAL DESCRIPTIONS
AND COMMENCING CONSTRUCTION. "''SUI TA&NTS
HAA, HOLLOW METAL V-G.D.F. VERTICAL GRAIN DOLCAM FIR COIN bow I A —I
HORIZI HORIZONTAL v.W.C' VINYL WALL COVERING
I.D� INSIDE DIAME IFEROMENSION 8 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING ALL
INCAND, INCANDESCENT W/ WITH
INSUI- INSULATION W/o WM-iOUT FINISHED SURFACES CLEAN AT THE COMPLETION OF THE LOT 16 OF TRACT NO. 1589, AS PER MAP
INT, INTERIOR W'C. WATER CLOSFr RECORD IN BOOK 46, PAGES 38 AND 39 OF DESIGNER
AID. WOOD WORK AND SHALL REMOVE ALL EXCESS MATERIAL AND
JAN. JANITOR WDW. WINDOW
JT. JOINT W.H. WATER HEATER DEBRIS FROM THE JOB REGULARLY. MISCELLANOUS MAPS, IN THE OFFICE OF VARAVUDH PRIDANONDA
W�R. WATER RESISTANT THE COUNTY RECORDER OF SAID COUNTY
K.D.
KNOCKDOWN WSCT. WAINSCOT 19055 E, GARNET WAY WALNUT,
K.O. KNOCKOUT WT. WEIGHT 9 THE CONTRACTOR SHALL COORDINATE AND VERIFY WITH CALIFORNIA 91789
LAMV. LAMITE
LALAVANATORY ALL SUBCONTRACTORS THE SIZE AND LOCATION OF ALL TEL. (626) 913-6757
LOC, LOCATION NEW AND EXISTING PIPING, DUCT WORK, TRENCHES,
SLEEVES, AND CONDUITS, ETC, THROUGH AND UNDER
SYMBOLS CONCRETE SLABS PRIOR TO SAW CUTTING AND REPOURING LlaE SIGN w w x PERFE & EN- INEERING INC
OF CONCRETE SLABS.
ITY MAP
OL "
VICII'N 2416 W. VALLEY BLVD.
10 THE CONTRACTOR SHALL NOT DISRUPT EXISTING SERVICES, ALHAMBRA, CALIFORNIA 91803
DETAIL REFERENCE OPERATIONS, OR UTILITIES WITHOUT OBTAINING THE OWNER'S TEL, (626) 289-8808 FAX, (626) 289-4913
DETAIL REFERENCE SHEET NUMBER E-MAIL: PERFECTAAA@AOL.COM
PRIOR APPROVAL AND INSTRUCTIONS IN EACH CASE. W
-j RAYMOND M. ZHONG, P,E. PRESIDENT
0
ELEVATION REFERENCE ELEVATION NUMBER 11 ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO
SHEET NUMBER THE REQUIREMENTS OF LOCAL CODES, co
PRIOR APPROVAL AND INSTRUCTIONS IN EACH CASE. FIRST ST.
SECTION REFERENCE SECTION NUMBER 12 THE CONTRACTOR SHALL PROVIDE DUST PARTITIONS TO
SHEET NUMBER CONFINE DUST AND DEBRIS AT THE PERIMETER OF ALL
CONSTRUCTION AREAS COORDINATE LOCATION WITH OWNER. WALNUT
ROOM NUMBER AND WALL NUMBER 13 THE CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, INTERIOR ELEVATION 4 2 ROOM NUMBER PERFORM ANY AND ALL CUTTING AND PATCHING NECESSARY PINE
REFERENCE INTERIOR ELEVATION TO COMPLETE THE WORK, AND SHALL PROTECT THE
3 SHEET NUMBER EXISTING BUILDING FROM DAMAGE CAUSE BY THE WORK,
ROOM ROOM NAME THE CONTRACTOR SHALL REPAIR AND RESTORE THE z
ROOM REFERENCE < SITE
ROOM NUMBER EXISTING CONSTRUCTION TO ITS ORIGINAL CONDITION TO rr,
THE SATISFACTION OF THE OWNER AND THE ARCHITECT. a.
rn
DOOR REFERENCE DOOR NUMBER y A%
14 THE CONTRACTOR SHALL COORDINATE DEMOLITION AND
WINDOW REFERENCE o - --- L
(D WINDOW NUMBER CONSTRUCTION TO REMAIN, SO AS TO PROVIDE THE BEST WILLITS ST,
NOTE REFERENCE 1 REFERENCE NOTE NUMBER POSSIBLE JOINT OR UNDERLYING SURFACE FOR THE NEW
WORK,
COLOR FINISH SEE COLOR FINISH NOTES NOT TO SCAL E
A
REFERENCE ON SCHEDULE SHEET A A L 1 0 R N 1) k
...)AN"rA
REVISION REFERENCE REVISION NUMBER
A
nrpil."""'G
rfh
-
y
m
ASPHALT SHINGLE
ROOF MATCH
EXISTING
WATERPROOF
MEMBRANE
ESROI —01 A
VALLEY
30 LB FELT UNDERLAYMENT OVERLAP
SAVE FLASHING ASPHALT SHINGLE
METAL FLASHING MATCH ROOFING
R-30 BATT
INSULATION
METAL'71
FLASHING
z 3
W
p OOD ROOF
TOP OF PLATE
SHTG.
CL
2 X WD, RAFTER @ 0
16, O,C. CL
INSUtATION 2X6 CONT, FACIA 2 X 4 WD. STUDS @
co
PLYWOOD zi CUT RAFTER TO 16H O.C.
MATCH EXISTING R-19 BATT
FRAMING EXTERIOR PLASTER INSULATION
0/ PAPER BACK PLYWOOD WHERE
LATH SEE ALSO DET. 5 SHEET A4.1 OCCURS.
r=1'—vl EWL14A 1 1/2"= 1 L-011
13 J
7 WOOD FASCIA DET. 3 <
---INSULATION
1/2" PLYWOOD
I
OR AS REQUIRED
BY 'S' DWGS
EXT. PLASTER
OVER PAPER -
BACKED METAL L AT
1-1-2 LAYERS OF PAPER -
BACKED LATH AT
CORNER ORNER
r ' L /' LAP e-
U WAY
Qf I 1%;Il FE:rl rLil40i
2x RIDGE BOARD
2x RFTR, TIES @ 481bc
W/ (3) 16d EA. END
SIMP- HANGER
INSLATiON
FRAMING
SEE 'S' DWGS
ML02-02 3
T.BM 14
- INTERIOR CORNER 8 RIDGEEA
'ut
I ri,)U L/A I �l
SEE ": 3' DWG
ViLO2-33
NEW 06 WD,POST . ......... . ........
(SEE FLR. PLAN)
................
SIMP.`V STRAP
1.
NEW CONC. SLAB
11-01
# 4 REBAR @ 9" E.W.
/2" PLYWOOD
�R AS RFOUIRED
Y 's, ims
'XT. PLASTER
)VER PAPER-
IACKED METAL
ATH
LAYERS OF
APER BACKED
ETAL LATH
T CORNER
ETAL CORNER
EAD
(E) FRAMING
4-5/8' DIA, X
l'-Z DOWEL @
144y, Q.C.
(E) FOUNDATION
(N) FOOTING
A2 1-/�
(N) COL.FrG. ALONG (E) CONC. FTG.
m
IN
ROOF RAFTER PER PLAN
INSULATION
SIMP, A35 AT EA, ROOF
RAFTER, TYP--
2 X FLAT W/ 3-16d AT 16'O.C. AT
EA_RAFTER
O2 X STUDS 9 16"
SIMPSON A35s
2X BLOCKING
SIMPSON HANGER -
CEILING JOIST PER
PLAN
VL1 4C
Wm?TpEA-W?"F ,
R-30 BATT
INSULATION
,PNOOD ROOF
SHTG.
2 X WD, RAFTER
(E) 4 X WD, BEAM
(NEW) 4 X WD,
BEAM
1 1/2p=1'-0"
EXISTING
NEW 4 X 6 KI
........... PROPERTY LINE
mo 15
15
x f — ............... — — — —...V.—.a
— — — — — — — — — — — — -
2
7
7r
1 ;-np
f
.... . ... . .
9
EXISTING
4?; AREA 1 125 F.
4
16
V-i
101
co
0111111olo-
PROPERTY LINE
14l Off L -
'31- 23-8-
7
........... .
EXISTING
0
z
NOTES
NOTE: THESE REFERENCE NOTES APPLY To
SHEET Al, 1 ONLY
........... .. .
�.... (E) PLANTER
2 (E) CONCRETE DRIVEWAY
3 (E) LANDSCAPING
............
CONCRETE WALKWAY
4
........ ... .
(E) STEP
........... ----.............
6 (E) PLANTER WALL
W
z.............. ..... .
7 ROOF LINE ABOVE
BUILDING LINE BELOW
CL
OW
cr CONCRETE PATIO
CL
Z 10 ASPHALT SHINGLE ROOFING MATCH (E)
(E) ROOF
CC HALF ROUND ISOMER LOUVER ROOF VE7NT, PAINT 2
12 TO MATCH EXISTING ROOF TILE
13 vALLEy
14 9 X 14 EAVE VENT,OPENING SHALL HAVE 1/4 INCH
CORROSION RESISTANT METAL. MESH COVERING,
15 EXISTING GATE AND FENCE
16 NEW WASHER/DRYERLOCAlION
A- ALL DIMENSIONS ARE TO FACE OF CONCRETE MASONRY
WALL, FACE OF CONCRETE CURB, PROPERTY UNE OR CENTER
LINE OF PARKING STRIPPING, UNLESS NOTED OTHERWISE.
B. BUILDING FINISH ELEVATION AT GROUND FLOOR = :tg-o-
C. PROVIDE R-19 BATT INSULATION IN ALL EXTERIOR WALLS AND
R-30 BATT INSULATION AT ROOF AND ATTIC ABOVE WALKWAYS
- SEE BLDG. SECTIONS
D- CONTRACTOR SHALL PROVIDE SOLID BACKING BEHIND ALL
SHELVING, CABINET ECT. AND ALL EQUIPMENT REQUIRED
BACKING AND TIE TO WALL AND FLOOR,
E. PROVIDE SOUND INSULATION FOR BATH ROOM AND BED ROOM
WALL
F. SEE SHEET A4.1 FOR FRAMING NOTES AND DETAILS
WD, BM- SEE
ROOF PLAN
SIMP. SM, TO POST
CONNECTION
WD. BM. SEE
ROOF PLAN
Exr. 6-3,
s VOLL
ZA
SCALE: 1/4"=1f-0"
OOF PLXNJ 2 POST TO BEAM CONNECTION
R
NTS,
1 —11
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1".
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Date:
05-02-2005
Drawn: OOD z
ui
Project
Na.:
Y5002
Sheet No. a<_
of 0
z
Al A
5
cn
3/42'- 0 L4"
10
--- — ------- --
GRANITE COLIN TERTOP AND
SPLASH
NOTES
Mi.
RAISED PANEL
OTE: THESE REFERENCE NOTES APPLY TO SHEET A21 ONLY
---- — - - --- -
CABINET DOORS 3 NEW 4THK, SLAB ON GRADE OVER 2" SAND BAB
W/ 6
C
UNDER
WHERE O'CCUR
MILL VAPOR BARRIER AND REINFORCE W/ NO. 3RS
A3.1
COUNTER A3.1
00 18"O.C. EA. WAY @ MID —SECTION
COFFER CEILING ABOVE
LAV. ----t I : I .
`-WOOD PANEL
36-7ti
4
2 EXTERIOR PLASTER Of WOOD STUD WALL
..........
........ . ..
>_3/4" PLYWOOD W/ EXISTING 3t 5'
ADjUSTABLE SHELF:, Y WHITE MELAMINE 14EXISTING
<1v
lk,
r"INISH AT' CABINET 3 REMOVE FLOOR FINISH AND OR FRAMING
4X6
WOOD PA NEL INTEMOR AND
HDR,
CD ......
P SOLID EDGE -7
wrr
ADJUSTABILE SHELF 4 EXISTING FLOOR FINISH TO REMAIN
C,
PANEL— RAISED PANEL 4—
............
CERAMIC TILE FLOOR(EXISTING @,'`5A-)
5
CABINET DOORS
%l AIGN ETH" ?
ih NEW 4X6 WD.
i. o . ...... POSTAND
LATCH
TER TOP AND BASE CABINET
FOUNDATION SEE 6 GRANITE COUIN
rf!NISH FLOOR
F�
DET,3/A4.1
SCHEW-LE
7
LIGHT
UPPER CABINET
FIXTURE
------ vr5 2
8 NEW WATER HEATER LOCATION
WOOD BASE BEDROOM
GRANITE COUNTERTOP
x BEDROOM
"I'M 9 CEILING HEIGHT CHANGE
_/4" Z
4
..... .....
L
'4
---
21-01f EEII t
STEPS 1,
BASECAS III CABINET3 V -011
NEW PAIR OF &-00 X 6-15" ALUMINUM SLIDING DOOR
TH
SD
23
5
SCE TYP. 12 NEW 4'-6p X 6-0` ALUMINUM SLIDING WINDOW MATCH EX.
B A S E 'C"A B I N T 9 �OVE,-\Fik.AD C A IN'E T
5
40
-4
41. 11 13,..
NEW 4'-0` X 3-00 ALUMINUM SLIDING WINDOW MATCH EX,
24
— — 14 NEW 3'-0v X 4'-0" ALUMINUM SLIDING WINDOW MATCH EX.
— — — — — — — —
GRANITE BACKSPLASH �5IH
........ ...
-T X 6-84 SOLID WD. CORE DOOR W/ 12, X 12"
NEW 2'
Ay
cr)l -00 NEW 4X6 WD. POST AND 2-6; X 2�-6* X METAL LOUVERS TOP AND BOTTOM SEE EXTERIOR
it .1, 1 t
ION SEE
3/411 GRANITE �A, ELEVATION
04
COUNTERTOP R=7
16 CONC, FOOTING
3 6"
f TYP, EDGE DETAIL N.T.S.
3/4'PLYWOOD
17 PROVIDE PLUME31NG FOR FUTURE EXTERIOR SINK
4
x
BRASS INSERT, CLIP . ..... ......
CAULK B .. .. . ........... . ..... ...
AND MACHINE SCREW 9 t 18 4 X 4 WD. POST(E. AT -18 AII)
12 .........
. .. ......... ... ............ .
EQ.
3/,VPLYWOOD All 10 19 NEW 4 X 12 WD. BEAM ABOVE (E. AT '19N)
------- 5A
FAMI�Y/DNING ROO
+
w.U) I b 19A
_C111 IT i 20 RELOCATE E. ELECT. PANEL
=N
LIVING ROOM
EW t
NEW 4" THK, SLAB ON GRADE
A;:..21
NEW LOCATION ELECT. PANEL
+ 0
OVER 2" SAND BASE W/ 6 MILL
ll
VAPOR BARRIER AND + 22
NEW *-V X 41-0- ALUMINUM SLIDING WINDOW MATCH EX,
r.REINFORCE W/ NO. 3 BARS @
f
12
............ . z� 23
18"O.C. EA. WAY 0 SMOKE DETECTOR
MID —SECTION
2X4 LEDGER12
WOOD PANEL....
24
z rT 'I. ..... ............ 22"X31Y CEILING ACCESS PANEL
BLKG,
FINISH-
18A
16
C\l
SEE SCHEDULE 3-01
-NEW 4X6 WD. POST AND 2'-6X 2-6- X
UNDERCOLNTER V-13" FOUNDATION SEE DET.10/A1.1 z
LAVATORY ADDITIONAL NOTES
IWL1409M ....... ..
18
18
2
.......... 1, THE BUILDING SHALL HAVE WATER CLOSETS (TOILETS) WHICH USE
6 REFG.
BATH OUNTERTOP
10 m 20 NO MORE THAN 1.6 GALLONS PER FLUSH. (P.C.42oo)
r
6
2, ALL SHOWERS AND TUB -SHOWERS SHALL HAVE EITHER A
A PRESSURE BALANCE OR A THERMOSTATIC MIXING VALVE, (P,C,51 o,5)
GRANVTF. COUNTERTOP AND'
T4 2
SPLASH 3. DUCTS SHALL BE SIZED PER CHAPT
A ER 6 OF THE MECHANICAL
___ . .... CODE.
All 4. ALL EXTERIOR WALL SHALL HAVE 1/2"PLYWOOD
NEW 4X6 WD. P T AND 2
vc.
. .........
N
KITCHEN NOTES
X 2'-6"X V-6" FOU 10
SEE DET.10/Al, I
Ak_
2�
6
.... ....... ... .... ...hf�ryxf ........ .. .. BEDROOM
BEDROOMSD L1110RAWER
A4,1
t PER CURRENT STATE LAW ALL BEDROOMS AND HALLS
7
% Ell LEADING TO BEDROOMS MUST BE INSTALLED WITH A
Efl
C)
-ADJUSTABLE SHELF HARDWARE SMOKE DETECTOR WITH BATTERY BACKUP. AN
WATER HEATER CLOSET ELECTRICAL PERMIT IS REQUIRED BEFORE INSTALLATION,
L 8
14i
C0
U3 . ... . ONE WINDOW IN EVERY ROOM USED FOR SLEEPING PURPOSES
.. .. . .... RAISED PANEL
CABINET DOORS z SHALL HAVE A MINIMUM NET CLEAR OPERABLE AREA OF 5.7
3
16
71.W
SQUARE FEET. THE MINIMUM NET CLEAR OPERABLE HEIGHT
0. 4
...... . ......
4X6 DIMENSIONS SHALL BE 24 INCHES. THE MINIMUM NET CLEAR
4X6 HD
21 4 1/2� WDR
_�l T, 1 7 12" 1 v
PLYWD. VENEER DR. OPERABLE WIDTH DIMENSIONS SHALL BE 20 INCHES. WHEN
H SOLID EDGE 14'- 1 o- HDR 112'22 WINDOWS ARE PROVIDED AS MEAN OF ESCAPE OR RESCUE
3'-0" THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44
17�40"
23`-8` f INCHES ABOVE THE FLOOR,
15 EXISTING BARS,TRILLIS,GRATES OR SIMILAR DEVICES MAY BE INSTALLED
WOOD BASE A3.1 9 ON AN EMERGENCY ESCAPE OR RESCUE WINDOWS OR
DOORS,PROVIDED:
210* z 1. SUCH DEVICES ARE EQUIPPED WITH APPROVED RELEASE
Kit —cob MECHANISMS WHICH ARE OPERABLE FROM THE INSIDE
WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR
SCALE: 1/4"=V-O" EFFORT;AND
T
7 2. THE BUILDING IS EQUIPPED WITH SMOKE DETECTORS
GRANITE COUNTERTOP — FLOOR PLAN INSTALLED IN ACCORDANCE WITH SECTION 1210
BULLNOSE IEDGES
. CN
FRAMING GENERAL NOTES
GRANITE
COUNTERTOP FRAMING?
...... _-Al A, ALL DIMENSIONS ARE TO FACE OF CONCRETE MASONRY
101 Essl
...... . .... W1 -Y4" PAR-1111CLE BOARD
WALL, FACE OF CONCRETE CURB, PROPERTY LINE OR CENTER
'SH
L 8" FIN'
Lol LINE OF PARKING STRIPPING, UNLESS NOTED OTHERWISE,
SEE SCHEDULE
1:4
_B=.@UILDING FINISH ELEVATION AT GROUND FLOOR ±0'-0
12"
rn C- PROVIDE R-1 9 BATT INSULATION IN ALL EXTERIOR WAILLS AND
GYP. BOARD .40145
000
I E D U LE -30-06 R-30 BATT INSULATION AT ROOF AND ATTIC ABOVE WALKWAYS
SEE SCH EXP. 6
41 - SEE BLDG. SECTIONS
C-4
STEEL .;L,KE--Sl Irt " F
20 Civil. D. CONTRACTOR SHALL PROVIDE SOLID BACKING BEHIND ALL
@ 24O.C.
SHELVING, CABINET ECT. AND ALL EQUIPMENT REQUIRED
C VIT
WOOD BASE
BACKING AND TIE TO WALL AND FLOOR.
i
PAINTED
' SEE SCHEDULE GYP , BOARD-
E. PROVIDE SOUND INSULATION FOR BATH ROOM AND BED ROOM
GYP.BD.
WALL
SEE SCHEDU ill "1 14 L IE
FIN& �WD. RAISED
is SEE S CH E D U LfE TAPED
PA NEL
WD. BASE
NSIDE
WALL LEGEND
A,
CORNER
FINISH- EXISTING WALL, CASEWORK, DOOR, WINDOW,
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IFL01 —04 NEW 2X4 WD. STUDS WALL UNLESS NOTED
'CLOI-07
K HE- N 0 U IN'T LEIR 12 ll 0
8 Q 7 OTHERWISE (W/ 1/2' PLYWOOD EXTERIOR)
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16
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. ......... 2 EXTERIOR PLASTER (MATCH EXISTING)(EXJSTING ®R '12k)
10 13 ........ .... .........
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SEE SCHEDULE'
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DOOR-
2
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FANISH
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SLO MlErAL FLASHING
ELEV. 65 T
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R-30 BATT INSULATION AT ROOF
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......
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19
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Dote:
05-02-2005
Drawn:
OOD
Project
N
Y5002
Sheet No:
L
of
It
A 1
>�
4d or 2x ROOF RAFT ERS
GENERALSTRUCTURA
#4 CONM OR TRUSSES PER PLAN L NOTES-
#4 DWLS, x 4& LG. @ 48to 211 2'MIN. 1, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS& CONDITIONS
WHERE SLAB OCCURS d
AT THE JOBSITE PRIOR To STARTING CONSTRUCTION AND THE MANUFACTURED METAL PLATE CONNECTED TRUeccc: (DEFERRED SUBMITTAL
#3 DOWELS @ 32"oc ARCHITECT/ENGINEER SHALL BE N011FIED OF ANY DISCREPANCIES
18 CONG SLAB TYPICAL HOOKS AND BENDS 180" BEND ROOF SHTG. PER PLAN OR INCONSISTANCIES. 1. TRUSSES SHALL BE MANUFACTURED BY APPROVED FABRICAT
24 OR.
2, ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM 2. SUBSTITUTION $ SHALL BE EQUIVALENT AND SHALL BE APPROVED BY THE
WHERE OCCURS TIE WIPE
ARCHITECT PRIOR TO FABRICATION,
STANDARDS OF THE 1997 UNIFORM BUILDING CODE.
3. THE CONTRACT CONSTRUCTION DRAWINGS AND SPECIFICATIONS 3. TRUSSES SHALL BE DESIGNED FOR THE DEAD LOADS OF THE MATERIALS SHOWN
77
BN ON THE DRAWINGS PLUS A LIVE LOAD AS INDICATED ON THE DRAWINGS,
N 2x BLKG w/ A361 REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, 4. MANUFACTURER SHALL FURNISH SHOP DRAWINGS AND CALCULATIONS SIGNED BY
d THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION, THE
EACH BLOCK A LICENSED ENGINEER IN THE STATE OF CALIFORNIA AND SHALL BE RESPONSIBLE
CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO
d.................. . .
PROTECT THE STRUCTURE, WORKMEN, R FOR ALL REQUIREMENTS OF THE BUILDING DEPARTMENT.
36d(18"MIN.) IN CONC. AND OTHER PERSONS DURING
5� PRIOR To FABRICATION SHOP DRAWINGS AND CALCULATIONS SHALL BE
CONSTRUCTION, SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED
OFFSETS AND SPLICES 48d(24"MIN,) IN MASONRY
SUBMITTED TO THE ENGINEER AND ARCHITECT FOR APPROVAL PRIOR To
j J
TO, GRACING, ALL SHORING, FORMS, AND SCAFFOLDING. CLASS'S' SPLICES @ GRADE
4. OPENINGS, POCKETS, ETC SHALL AB
NOT BE PLACED IN SLABS SUBMITTAL FOR BUILDING DEPARTMENT PERMIT PLAN REVIEW. TRUSS SHOP
BEAMS U.N.O.
BEAMS, COLUMNS, WALLS, ETC,, UNLESS DRAWINGS SHALL BE MADE AVAILABLE AT THE JOB
9T BEND 13Y SEND SPECIFICALLY DETAILED ON SITE DURING TIMES OF
MINIMUM BEND THE STRUCTURAL DRAWINGS, INSPECTION,
2
c1c-b" Z� DIAMETERS 6, TRUSSES SHALL BE MARKED PER UBC SECTION 2321,4. EACH TRUSS SHALL BE
D=6d FOR #3 THRU #8 E�M S. ALL ASTM SPECIFICAT IONS NOTED ON THESE DRAWINGS SHALL BE LEGIBLY BRANDED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO E
OF THE LATEST REVISION,
D 8d FOR #9 THRU #I 1 6, CONTINUOUS INSPECTION BY A QUALIFIED PERSON APPROVED BY FOLLOWING INFORM TH
INFORMATION LOCATED WITHING 2 FEET OF THE CENTER OF SPAN
D=10d FOR #14 THRU #18 ON THE FACE OF THE BOTTOM CHORD,
to co THE ARCHITECT AND/OR ENGINEER AND THE BUILDING DEPARTMENT
MINIMUM INSIDE CUT RAFTER SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK, A. IDENTIFY OF THE COMPANY MANUFACTURING THE TRUSS.
B. THE DESIGN LOAD.
A #5 CONT. T&B c; t6 TO MATCH EXISTING A. ALL CONCRETE WORK ABOVE GRADE INVOLVING CONCRETE
C. THE SPACING OF THE TRUSSES.
co CQ STRENGTH GREATER THAN 20M RS.1,
cm
Tj
B. FOUNDATION CONCRETE INVOLVING CONCRETEST, RENGTH 7. TRUSS FABRICATOR SHALL FURNISH AND INSTALL TRUSSES, HANGERS, BRIDGING, ERECTION
1/2"STRUCT 1 PLY. OSB, GREATER THAN 2500 P.S.I. BRACING AND OTHER ITEMS AS NECESSARY OR THE INSTALLATION OF THE TRUSSES.
rr
10 k
V-3- FOUNDATION &
INSULATION PER ARCH'L, ST12RUP & TIES C . ALL WORK INVOLVING EPDXY ANCHORS,
TYPICAL STIRRUPS AND TIES 11, MIN BEND DIAMETERS D, SEE MASONRY SECTION FOR ADDITIONAL REQUIREMENTS,
TYPICAL LUMBER NAILING SCHEDULE
57f _4dFOR #3 THRU #5 E. SEE U.B.C. SECTION 1701, VOL.11 FOR ADDITIONAL REQUIREMENTS,
2 D = 6d FOR #6 THRU #8 2)(STUDS Ifte 7. IN THE EVENT THAT CERTAIN FEATURES OF CONSTRUCTION ARE NOT NAIUNG SHOWN I$ TYPICAL EXCEPT AS NOTED ON PLANS.
COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED IN
FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE NOTES OR TABLE 23-11 -13- 1 OF THE 97 UBC.
SPECIFICATIONS, NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY &
EXT. BEARING FOOTING at DOOR 12 TYP. REBAR BENDS & LAPS WAIT FOR INSTRUCTIONS.
DETAIL 5 FOUNDATIONS,:
1, FOUNDATION DESIGN IS BASED ON SSOIL INVESTIGATION CONNECTIONS
...........- ........... .... ............... . ....... ----------- 2x BLKG.GGE @ REPORT BY�RAZAN& ASSOCIATENC.
2X4 OUTRI
EACH BLOCK
32"oe wil (2) 16d EA. END PROJECT NO., 112-04066
1, JOIST TO SILL OR GIRDER, TOENAJLS .... SHEATHING PER PLA 2XP.T.D,F. SILL N DATED: OCTOBER 27,2004
............ .......................... _3-8d
W/50 X 1 V AB. 2x STUDS @ 16'o^- 2. ASSUME SOIL BEARING PRESSURE IS 23WPSF 18!� MIN, 2. BRIDGING To JOIST, TOE NAIL EACH END ......... ........... ......... _ .................. 2-8d
@ 61 Do. e2-1/2X 2-1/2X 1/4' TYP. U.N.0, BELOW GRADE. 3. V X & SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL . .................. _2-8d
PLATE WASHERS PLIF 1 PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPT.
1/2'STRUCT I PLY, OSB� 4, WIDER THAN I'X 6'SUBFLOOR TO EACH JOIST, FACE NAIL_ ..... _3-W
B
i ... . FOUNDATION INSPECTION, 5. 2- SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAjL.._._._2-i6d
#4 CONT� %CONTROL THE SOILS ENGINEER SHALL ADVISE THE
(2) 16d
5>41, BUILDING OFFICIAL, IN WRITING, THAT: &
#3 DOWELS @ 32'OC JOINT SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL....................16d @ i6loc
CONC. SLAB T�j A. THE BUILDING PAD WAS PREPARED ACCORDING TO THE SOILS REPORT, 7, TOP PLATE TO STUD, END NAIL ..... ................
24 9 NOTE:
-1 ...... .......... - -16d
118 WHERE OCCURS N 3 B. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF 8. STUD To SOLE PLATE ..................... 2-16d END NAILS OR 4-8d TOE NAILS 2
CONTRACTOR SHALL
2x RAFTER THE SOILS REPORT, 9. DOUBLE STUDS, FACE NAIL ............. ....... ...................
LOCATE JOINTS ALONG PER PLAN 2x FASCIA ............ _ 1 6d Ca, 24"Oc
CONSTRUCTION C. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACFILLED DOUBLED TOP PLATES, FACE NAIL ................... 6'
10.
4
COLUMN LINES WHENEVER SEE ARCHL .1 6d Cq�l I be
JOINT AND COMPACTED, 11. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL_ ....... ... _2-16d
POSSIBLE�
StMPSON'HT 4, THE SOILS REPORT SHALL BE PART OF THE PLANS AND SHALL BE 12, CONTINUOUS HEADER, TWO PIECES... ......... _ I 6d 16'oc ALONG EA. EDGE
B.N.
EA. OUTRIGGER KEPT AT THE JOB SITEATALLTIMES. 13. CEILING JOISTS TO PLATE, TOE NAIL .............. .........
SIMPSON 'H2'@ 49'or,
...... 3-8d
14, CONTINUOUS HEADER TO STUD, TOE NAIL_
REIINFOR ING STEEL: ............. ............... -4-8d
C
PLAN CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL ........... ........
2x BLKG 48oc wl
3-6d
N
16. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL .............. ........ _3_16d
(2) 1 Od T.N. EA, END.
t ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS
45, 17�
2x STUDS PER PLAN RAFTER TO PLATE, TOENAIL... ........................ ........
OF ASTM A-616 GRADE 60 FOR NOZ AND LARGER, ASTM A-615 3-8d
b is. I" BRACE TO EACH STUD AND PLATE, FACE NAIL ........ ......... ........
GRADE 40 FOR NOA AND SMALLER
_2 8d
C', 2. CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING 19, I'X 80 SHEATHING OR LESS TO EACH BEARING, FACE NAIL-- ...... Zlid
20, WIDER THAN I v X 8" SHEATHING TO EACH BEARING, FACE NAIL ...... &8d
BARS SHALL BE AS FOLLOWS:
21, BUILT-UP CORNER STUDS ....... ..............
FOUNDATION " It sl
22, BUILT-UP GIRDER AND BEAMS.- - .... @ 32-OC @ TOP & BOTTOM
BSTRUCTURAL Si
3/4"CLEAR Top AND BOTTOM UNLESS 4ft 01
INSULATION PER ARCHt ONE END NOTED OTHERWISE, 2-20d Ca ENDS & @ EA. SPLICE
\ 2x RAFTERS )LO/p -
SECT. A -A N, vzo X V-O` SMOOTH DOWEL i iti . ....... A. CONCRETE POURED DIRECTLY AGAINST EARTH, 34 CLEAR, s 16d @ 24
@ 32')X-GREASE
2-3, PLANKS .......... ........
PER PLAN
C. CONCRETE FORMED AGAINST EARTH OR EXPOSED TO ......... ...... - .......... .................... 2-16d Ca, EACH BEARING
TYR WEATHER, 1 -1/2' CLEAR (2' CLEAR FOR 6 BARS AND
70 LARGER),
2x JOIST wl rn
45 m
D. INTERIOR BEAMS AND COLUMNS,1-1/2" CLEAR TO FACE OF
2x BLKG. _/
(2) #5 CONT, T&B (3) 16d EA. STUD & STIRRUP.
ot Eyp. 6-30-06
2 SECT, B-B Yl_/wwDE SAWCUT JOINT (3) 16d EA. BLOCK E, FORMED CONCRETE NOT INCLUDED ABOVE, 3/4" CLEAR.
1'=V-O� 11=11-01 1/2" STRUCT I PLY. OSB 1 WIRE MESH SHALL CONFORM TO ASTM A-185, AND SHALL BE
io_
LAPPED
I-1/2"SPACES OR IZI MINIMUM, DBL, 2x TOP
4, ALL REINFORCING BAR BENDS SHALL BE MADE COLD,
EXT.BEAR ING FOOTING 13 CRACK CONTROL JOINT 9 DETAIL 5. REINFORCING STEEL SHALL BE SPLICED WITH CLASS B SPLCM c
6 UNLESS NOTED OTHERWISE ON THE DRAWINGS.
6, CONTRACTOR SHALL NOT PLACE ANY REINFORCING UNTIL HEADER PER PLAN
HOLDOWN BOLTING SCHEDULE
TYPE
POST
BOLTS
CONCRETE
BOLTS
EMBEDMENT
(MIN,)
POST
HD-2A
(2) 5/'
50
12
22X
HD-5A
(2)3/44
5f8
14"
2-2X
HD-8A
(3)70
7/8'
18°
4X
INSTALLATION PER MANUR RECOMMENDATIONS
L APPROVED SHOP DRAWINGS ARE RECEIVED ON THE JOB, 7-
L 7, LOW HYDROGEN ELECTF40DES SHALL BE USED WHEREVER
g -t---t (2) 16d MIN, EA, END-ADDL,
REINFORCING STEEL IS WELDED.
(2) 16d EA. END FOR EA,
CONCRETE:
ADDt Z'OF HDR. DEPTH
< ....... . .............. NOTCH & BORING NOT TO OCCURS
11/2' CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING
IN THE SAME STUD LINE LABORATORY AND COPIES OF THE DESIGN SHALL BE SENT TO THE
7 BORE 2"0 @ 2x4 ARCHITECT AND THE ENGINEER, COMPRESSIVE STRENGTH TEST 16d @ I Too EACH
60% (MAX.} 3 1/4`0 @ 2X6 REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND SIDE STAGGERED
DBL.STUDS BRG.OR NON LR;RtQ-.' THE ARCHITECT. ALL CONCRETE EXCEPT FOUNDATION CONCRETE
SHALL CONTAIN POLYMER BASED WATER REDUCING ADMIXTURE,
2#6 2#6 WINDOW OPENING
. . ....... ... . . .......... 11"... 311260RSI/Z 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C-15o. TYPE jj. DOOR OPENING SIM-
Q- -- ......... BORE I VZO @ N4 AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM
DOUBLE LAYER
5/86MIN� 40% (MAX.) 2 1/4"0 @ 2<6 C-33. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM
TO ASTM C-330.
L NOTCH 7/8"0 @ 20 & ALL REINFORCING BARS, ANCHOR BOLTS, PRE STRESSING TENDONS,
25% (MAX.) i 11TO @ 2x6 2x TRIMMER:
AND ALL OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN 2x BLKG. @ MID -HT.
OR E. MAX, (1) @ 7 1/4" OR LESS HDR.
POSITION PRIOR TO PLACING CONCRETE,
BLEARING STUDS
4� THE MAXIMUM SLUMP SHALL NOT EXCEED 304/- 10 FOR FOOTINGS, (2) @ 91/4"OR GREATER
SILL OSPLICE HEADER
...... ....... 3 1/2'OR 5 1/20 SLABS ON EARTH, AND MASS CONCRETE, AND 4+I- I' FOR OTHER
.. . ........ BORE 2`0 @ a4 CONCRETE.
"0@U -R PLAN 2x STUDS @ 1 iyoc
50MIk 6O*A (MAX) 31/4 6. MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL HOLDOWN PC
1 #6 @ 8' cmu NOTCH 11/2"@ 20 BE AS FOLLOWS, (MINIMUM 5.0 SACKS OF CEMENT PER CUBIC WHERE OCCURS
1#6@91 CMU . ...... . . 40%,fMAY1 YARD) (MAXIMUM WATER / CEMENT RATIO TO BE 7,0 rw
U 1 #5 @ CONC. WATER / SACK OF CEMENT).
1 #5 @ IC, -NON BSARI N' STUDS
A. SLABS ON EARTH . .............................................................. 25OOP,S,L
SINGLE LAYER B. FOUNDATIONS ....................... .................... . ................ ......... 2600 P.S.1,
C, GRADE BEAMS (WHERE DENOTED) .................. _ ...... P'S.I. 2x OR 3x P.T.D.F, SILL PL.--/7 END OF WALL
6, ALL STRUCTURAL CONCRETE IS TO BE REINFORCED,
L30 DIA,, 2'-O"MIN, 7. CONTRACTOR SHALL SUBMIT SLAB CONSTRUCTION JOINT LAYOUT AT NOWSHEARWALLS
DRAWINGS TO THE ARCHITECT AND ENGINEER FOR REVIEW, MINIMUM ANCHOR BOLTS
4 1/2"MIN,
PROJECTING CORNERS OF BEAMS, COLUMNS, WALLS, ETC, SHALL
8. PROJE OBE 112"0 x T MIN.
9� MAX, FROM SILL f END
EMBED. @ 48-0c (2)
BE FORMED WITH A 3/9 CHAMFER UNLESS DETAILED OTHERWISE,
BOLTS MIN, PER PIECE
..................... REINFORCING AT INTERSECTION
+ 10 Typ
E.N.-FUH HT CUTTING & BORING OF STUDS
7 TYP. STUD WALL CONSTRUCTION
'STC'CUP @
MULTI STUD OR
@ EA. JOIST
POST PER SCHED,
WOOD POST IN
244 CONT,
FIRST POUR
PROVIDE VGAP MIN, t SECOND POUR
SIMPSON COL. BASE
PRIOR TO TfGHTENING
OR RAFTERS LINE OF JOISTSEE PLAN -1 -BIT50X2- 'KEY
ANCHOR BOLT S + 7�
+ TER UNEOF
c -C OF JOIST C OF 2x4 NAILER,
O�
SOLD 8LXG OR CLEATS STAGGER PLYWOOD JOINT
PER NOTE NO. 2 BELOW
TOP OF GRADE JOIST PER PLA I
& PLYWD JOIW P &
5197YARNNT'
Ii r7�
BEAM OR COLD ------ EDGE NAILING W.P. MEMBRANE
POUR JOINT
-�
REPORT-TYP, 61MIN
PAINTED FIN18H
PLYWOOD SHEATHING 2x4 NAILER,
EDGE OF CONC. SLAB WHERE
JDIST
PLYWO SHEET LAPPING JOIST SEE ARCHt CONSTRUCTION JOINT
OR TRUSSES U OhALP0'fN'ZH �p EDGE OF SLAB
OCCURS -SEE PLAN
JOIST BEYOND SEE JST WITH IS 2x BLKG. @
(C.J. ON PLANS)-
EA. CLIP 2x TOP PLATE cd 1
NAILS 012 O.C.
II w/ (2) 16d Ek END REMOVABLE PLASTIC JOINT STRIP
3" CLR. T 0 REINF. tlu 2x STUDS @ 16"oc OR SAW CUT JOINT WHICH MUST SEE ARCHITECTURAL
0ETAIL7A"-TYP. END PLYWO SHEET PMjjr-PLYWD 0 LAP SPLICE 244 CONT . .. ...... FOR SIZE, LOCATION
BE MADE Wl WIN 24 HFIS, OF
AT CURB
POURING OF SLAB
OF CURBS
ISTC, CLIP I. RUN N,
(PE LONG DIMENSION OF PLYWOOD SHEETS ACROSS RpEt4f)l
--...,,-....----I.; @ EA, JOIST .,,ELQQR RAILING LING CULAR TO) JOISTS.
17 7,
777-7,
IOU w a pvuNDARfES
Od 0 60 BOUNDARIES WITH PLYWOOD PATTERN SEE DETAIL 'A' ABOVE.
fud 'w I v INIERIORS SEE 'ARCH
FOR DEPRESSION
.... ....... I Od 0 12' INTERIORS 4
-f3QQF NAI 2� MINIMUM DIStANCE OF PLYWOOD EDGE TO NAI%3ga* ... .... 10d 0 4: EDGES I Od 0 6* EDGES
t7--- , 1 3, ALL JOISTS SHALL BE ON A 4'-0' MODULE TO C IDE
'7 3/4* SHT'G-STRucT (r - SHT-0 4. WHERE JOIST LAP SPLICE OCCURS AT Tj E END OF PLYWOOD
THICKEN FTG, AS PlINDEX 48/24 1/2 -STRUa IC SHEETS. PROVIDE 2x+ NAILER ON LAPPING JOIST SEE
REOD, FOR A, B. P.UNDEX 24/0 P)
6
0 ZFLLINOZ�SEE ABOVE FOR MIN. NAILING U.N.O. ON PLANS) LAB #,3@ 24-O.C.
MIN, EMBEDMENT 5.% EDGE OF S
B. ORIENTED STRAND BOARD (0,S.B.) PANEL GRADE 2--tab- MAY
P. ON PLANS) \USE BENT ROD (W.
BE USED IN UEU OF PLYWOOD USE SAME THICKNESS AND
END OF LTG. CURBS & DEPRESSIONS
AS REED. NAILING AS NOTED FOR PLYWOOD. (O,S D
12" MIN. EMB. TO NOTE: ALL DIAPH. NAILS SHALL BE COMMON WIRE PANELS AS PER
LC.8.0, #4255)
BAR BENDS
PER 2 13 " I , NOTE;- D
2x TOP PLATE 1. ALL SLAB REINFORCING STEEL ARE AS CALLED FOR ON PLAN 01
JOIST PER PLA 2. PROVIDE CONSTRUCTION JOINT AND WEAKENED PLANE AS p
CALLED FOR BY SPECIFICATION OR AS SHOWN ON PLAN BUT NOT
N
2x STUDS @ l6loc TO EXCEED SPACING OF 3V-V OC,
V,
-V-0, SQUARE
0
HOLD DOWN DETAIL 14 NON -BEARING WALL DETAIL 11 TYP. PLYWOOD SHEATHING CONSTRUCTION
--NMI 11111 4 WOOD POST To FOOTING 3 TYP. SLAB ON GRADE DET.(REINFORCED) 2
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