HomeMy WebLinkAbout10147548.pdfa_
P.L. = 53.0'
01
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2#-4!1 _ 31-131"
(N) 4030 VIN SL I (N) 401bVIN SL 6030 VIN SL i
RG, JACUZZI .C.
F.G. TUB SHOWER
STALL OWER
Elj
d
(N) BA 2 CET u
E
N) BA3
2M NC
(N) CONCRETE LANDING
10
(N) MTR BDRM
(N) BDRM 3
SH & POLE
4
1_7�1
2868 HC
(E) WINDOW TO REMOVE AND PATCH 41-0"
(E) WINDOWS TONE AND PATCH
/(E) WALL TO REMOVE TO CREATE (N) OPPENING
(E) KITCHEN
39
(E) BDRM 2 III (N)DINE RM
(E) DINEI RM EXT�NSION
W/H
21E
(E) W/H TO RELOCATE TO Ill
CONVERT IN (N) LAU RM (N) 4!'DRY I:S VENT
2WS He
V1 L_ N) CHIMNEY V\10
w/ D ENCLOSURE w/ STUCCO OV`� ITO MATCH
(E) S.F.R. (MOOEL�
MAJESTIC I.C.B.O. #N.E.R. 402) Ii
LIGHT AND VENTILATION CALC=
TOTAL AREA= 715 Sq. Ft. X 10% = 72 S% Ft. REQUIRED
I FRENCH DOORS 33.33 Sq. Ft.
FRONT WINDOWS 32.00 Sq. Ft
NORTH SIDE WINDOW 8.00 Sq Ft
TOTAL PROVIDED 73,33 Sq, Ft.
(E) BDRM 1
-0 (N) LIV RM
(E) LIV RM EXTENSION
co
(D
ij
(E) 2868 OR TO REMOVE N E TRY
AND PATCH
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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. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR 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 DRAWINGS.
4. ALL NAILING TO COMPLY WITH TABLE 2341-B4 C.B.C.
6. 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 15 C.F.M.
OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR VENTI,LATON.
PLUMBING NOTES
7. ALL PLUMBING WALLS TO BE 2" X 6"
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 THAN 1024 SO. IN. OF
FLOOR AREA, AND ENCOMPASS 30" DIAMETER CIRCLE
11. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN
30"WIDTH AND HAVE 24"-MIN. CLEARANCEIN'FRONT OF THE STOOL.
12. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 6 AIR
CHANGES PER HOUR.
13. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES, PROVIDE TWO
STRAPS (ONE STRAP AT TOP 1/3 OF THE TANK AND ONE STRAP AT BOTTOM
113 OF THE TANK).
14. WATER CLOSETS SHALL BE AN ULTRA LOW FLUSH TYPE WITH1.6 GALLONS
MAXIMUM PER FLUSH.
16. CONTROL VALVE FOR SHOWER OR TUB -SHOWER SHALL BE OF THE
PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE.
16. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE
QUICK CLOSING OF THE QUICK -ACTING VALVES FROM THE WASHER AND
DISHWASHER, ETC..
ELECTRIC NOTES
17. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY- WITH NEC Art 21042- (a)
"20 AMP. CIRCUIT DEDICATED TO EACH BATHROOM"
18., ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION.
19. 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, GARAGES, BASEMENTS,
OUTDOORS, KITCHEN COUNTERS -AND AT WET BAR SINKS.
STRUCTURAL NOTES
20. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR BRACING TO THE
EXISTING STRUCTURE WICH MAY BE REQUIRED DURING CONSTRUCTION.
21. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON
THE PLANS AND SHALL NOT EXCEED CBC SECTION 2320:&IIALLOWANCESw
22. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT
EXCEED 25% t 40% RESPECTIVELY. BORED HOLES IN
BEARINGINONSEARING WALLS SHALL NOT EXCEED 40%/60%
RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE
NEARER THAN 5/811 TO THE EDGE OF THE STUD (2320.11.9 AND 2320.11.10)
2& 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)
24. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
9L'BG
WALC LEGEND
(E) WALLS T& 14'-`-. "'�.tr p
10 I.J_
(N) WALLS
177777-7-1771-22z=
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LIGHT
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FLUOR LIGHT CONTA I
OUTLET 110 VS CK C-Tr"A01�4E (7114)667-2700
OUTLET 110VGFI1WP
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SMOKE DETECTOR
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FAN 5 AIR CHANGES P/ HR
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ANALISIS AREA
EXISTING S F ' R ' AND GARAGE 1,327 S.F.
NEW�ROPOSED ROOM ADDITION 919 S.F.
TOTAL LOT RATIO 2,246 S.F.
LOT-81ZE 6,784 S.F.
% LOT COVERAGE 33%
TITLE 24 SUMMARY
ENERGY (TITLE 24) REQUIREMENTS
INSULATION EXT WALLS R-13
ATTIC R-30
Aticr 1z-I9 -
FENESTRATION FENESTRATION - U-FACTOR-O,-+t*PMAX
A/C EFFICIENCY N/A SHGC- 0,-+0MAX
RADIANT BARRIER EMISSIVITY LESS OR EOUAL TO 0,05
INSTALLED TO COVER ROOF AND
GABLE END WALLS AT ATTICS
PREPARED BY
D RA F T1 N G
Ardsi Maciel
2017 W. A LCO AVE
PHONE 714 / 285-1121
SANTA ANA, CA 92703
aadrafting@msn.com
REVISIONS
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Owner:
Mrs- Catherine-Gutierr
Ph # 714 / 543-0857
Description of Job:
q, Sq.. Ft.
Room Addition
New Mtr Bdrm
w/ Bathroom # 2
(N)Bdrm,# 3 &
(N )Bath # 3
Extend (E )Dine Rm
Extend (E ) Liv Rm
A.P.N. # 231-625-41
Shy et:
A-1.
:Dll
F.L.
ICI OO T"n ELEVATION Say ���.. ^ �1•-�"
ASPHALT SHINGLE TO MATCH (E) S.F.R.
ItMtlilRlliAlfAitiRBlrJllNull6#s!{ll�ltslsRiettaYliliYtllatl•lElNlilltla{atlittettliaftAl•!•IlatAiltafpiRiaf•Hli•1�ltMWlfillYMUIS71it6ttliJlttMlfaRC•lWlitiRSiMiMi•IYIRA/LUIutlM714litttlRtlltilltll#AiNNAatealalafala4iltelLL!MINN ♦+.�.•'4f•�b. lll�\ If 0 O • t
ntdl,a�t���drlrra�t�t�>arlr.wr�ralrrrta>.a�wrl��a�•�>��:arr�rrrrr•w��•�I�rr�at�lranwar�arss•rfrr�wt�irrrrRarwrlr��aw�wr�l�nrwr�wuwr��awwr•w�urrerrlwir.,_ �i" ale,! 1 "ft E�.tll.Yl SKK 7[ III(\[•l.tilb^E�
STUCCO TO `(aa
MATCH (E) S.F.R. E
x
E
OUTH E L E A.Tl lei sc �%41 _ �" W
ASPHALT SHINGLE TO MATCH (E) S.F.
I
ASPHALT SHINGLE TO MATCH (E) S.F.R.
R.L. a
a
"'00'
12" X •14s•
ATTIC VENTILATION
(TYP)
—._..-.—.—.—._... �.
STUCCO TO
x MATCH (E) S.F.R.
WEST E L ATION SC 1/47
F.G.
I
PLAN
_R PLAN
TS 22
PER PLAN
EL fr ,
Im
TYP. HRC 'END OF RIDGE HRC 0 TRUSS
C
TYP. FRIDGE CONN,
STRUCTURAL. NOTES
CONCRETE
3. GRADE
JOIST,PURLINS 2"104"WIDE,6&DEEPER NO,I
BEAMS, PURLINS OVER a WIDE No,1
1- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
SUBPURIANS 2' T04" WIDE, BE, DEEPER No, t
TYPE (150 `CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO
RS
LEDGERS
ASTM C-33 WITH PROVEN SHRINKAGE CHARACTERtSrrCS OF LESS THAN 0,05 %.
2' xa OR 3° x 4" STUDS
STUDS 2"x No. f
2- READY MIX CONCRETE SMALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM
POSTS W x WAND LARGER No,1
C-94- PLACEMENT OF CONCRETE SHALL CONFORM. TOACI 301.
SILLS, PLATES AND BLOCKING No,2
3•- CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL
4: SILLS AND PLATES IN CONTACT NTH CONCRETE OR MASONRY AND WITHIN 48" OF
CONFORMING TO ASTM C-150.
GROUND, SHALL BE PRESSURE ?RESTED DOUGLAS FIR (PTOF) SILLS SMALL BE BOLTED
TO THE FOUNDATION WITH SAr DIAMETER x 10' LONG BOLTS AT 40' ON CENTER 12'
4.- MINIMUM COMPRESSIVE STRENGHTOFCONCRETEATAGE OF 28DAYSFOR:
MINIMUM FROM END$ORTWO BOLTS MINIMUM PER PIECE, INLESSOTHERWtSENNOTED.
FOOTINGS Z500 PSI
S: STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE
SLAS OR GRADE Z500 PSI
WALL WITH 6W ANCHOR BOLTS AT 24" M.
SIDEWALKS 2.000 PSI
6- ALL NON BEARING STUD WALLS, SHALL BE 2' x STUDS AT iG'• OC WITH EW GYP• BOARD
6, MAXIMUM SLUMP SHALL NOT EXCEED 4'.
EACH SIDE, UNLESS OTHERWISE NOTED.
6, CONCRETE SHALLSE. MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
7.• ALL STUD WALLS SHALL 14AVE FULL HEIGHT V x 6' DIAGONAL LEFT -IN BRACES AT
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
ENDS AT INTERVALS T
NO EXCEEDING 2$ UNLESS OTHERWISE NOTED ON
OICSTUD
PERFORMANCE CAN BE ASSURED.
EASSU
AL
PLANS, BRACES SHALL COVER A MINIMUM OF SIX STUD SPACES.
SIX
7-ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE
6- COMMON NAILS SHALL BE USED.
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
g- FIRE BLOCKING 2` x i Ys "THICK, SHALL BE PLACED IN STUD WALL5 AT CEILING AND
CtEANOUT ANDIN5PECT(ON.
FLOOR LEVELS AT EACH IV HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS. AT
SUPPORTS.
6- VIBRATION OF CONCRETE SMALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
OUTLINED IN PORTlAND CEMENT ASSOCIATION SPECIFICATIONS ST•26.
10- JOW^i'S SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT
INTERVALS OF B' WHERE JOISTSARE 2' x 12' OR DEEPER.
S: EXPOSED CORNERS OF COLUMNS, SEAMS, WALLS, ETC, SHALL BE FORMED WITH V. "
CHAMFERS UNLESS DETAILED OTHERWISE,
fi: MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
2'x4°@ 16,=Up TO 14'0'.
10- CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO
2"x 6' @ 16' OC UP TO 20=0'
THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK.
2" x W @ 1fi" OC UP TG 26=0"
11, NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 05' F.
12; PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
12: WIRE MESH LAP (END & SIDE) SHALL BE ONE FUU. MESH -2
13: BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1132" AND A MAXIMUM 1116"
LARGER THAN THE BOLT DIAMETER,
PLYWM
REINFORCING STEEL
# - PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-S5 AND SHALL BE STAMPED
WITH THE ORPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED
1- REINFORCING STEEL SMALL BE INTERMEDIATE GRADE DEFORMED SEARS AS
OTHERWISE ON THE PLANS,
FOLLOWS
FOOTNNG; SLAB ON GRADE, MASONRY"AND BENT COWELL$, TIES
2- EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SQ. FT. WITH A MINIMUM DIMENSION
#3 6AR AND SMALLER ASTM A- 616 GPAOE40
OF 2 FEET,
#4 BAR AND LARGER ASTM A- 6t6 GRADE 60
3- SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
2.- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-306 AND
AND APPROVED BEFORE COVERING.
BENDING IN ACCORDANCE WITH AC4318-95•
FOUNDATION NOTES
3, MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR:
(EXCEPT AS NOTED OTHERWISE)
I : FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE ROIL BEARING
NOT EXPOSED TO WEATHER OR EARTH f"
EXPOSED TO WEATHER
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
EXPOSED TO EARTH Z"
CONTINUOUS FOOTING i,000 P.S.F.
PILASTER, BEAM & COLUMN TIES
FORMED FOOTING ANDWALL EXPOSED TO EARTH 2"
ISOLATED FOOTING 1'000 P.S.F.
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3"
2: ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL
SLAB ON GRADE 2'
OR APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED
4, SPLICE IN CONCRETE:
OTHERWISE.
MINIMUM OF 36 BAR DIAMETER OR IZ WICHE'VER IS GREATER,
3.- ALL FOOTING SHALL BE CENTERED ON PIASTER ANDIOR WALL AND COLUMN UNLESS
5- WELDED WIRE FASRICSHALL CONFORM TOASTM AASS AND 1.92.
OTHERWISE NOTED,
4- FINISH FLOOR.(F,F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS.
6: ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 31S-
85
6- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
7,-ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED
PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT,
PROPERTY STRUCTURES; -STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL,
.
STATE AND LOCAL SAFETY ORDINANCES,
8- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM X(ItS
6: ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
GRADE W.
ANWOR $HEDULES.
9-ALL REINFORCING BAR SENDS SMALL BE MADE COLD,
7: ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS
10: ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY
(U'N'O')
OTHER FOREIGN MATERIAL VV04 MAY AFFECT THE BARS ABILITY TO BOND TO THE
$.- ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS
MORTAR,
SHALL BE REMOVED AND RELOCATED.
11: REINFORCEMENT THAT IS PARTIALLY EMBEDEO IN CONCRETE SHALL NOT BE FIELD
9- ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE
BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE
WRTLTEN APPROVAL OF THE ENGINEER OF RECORD.
FOOTING (THE PRESSURE ZONE, EXTENDING --BELOW THE FOOTING,- BASED ON A 2
HORIZONTAL TO 1 VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN-
12.-ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE
PLACE AT THE FOUNDATION POUR.
DRAWINGS, WHERE LAP ANDIOR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDCCATED,
10; FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
PROVIDECLASS'C' SPLICE PER SCHEDULE, ALL SPLICE LOCATIONS SHALL BE CLEARLY
SHOWN ON SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
POSSIBLE VARYING SUBSURFACE CONDITIONS.
FABRICATION,
I)U BEL
13- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WORST,
1,- ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO
DIVISION 23 Mal G•S.C).
14: CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN 1'NOR
t BAR DIA NOR 1x MAX AGRAGATE SIRE.
2- RAFTER, BEAMS, PURUNS SHALL BE DOUGLAS FIR NO, UNLESS OTHERWISE NOTED.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS 11.
2" x 4" DIAG BRACES '@ 4V' OfC a"•
2" x 10" RD.
2" x W R.R. @ 12" etc
12
3�
Exterior Finish
.------ 7` x 4 Studs 18" oic w1 R-13 htsui (axtoriot}
Interior Finish
Mudscmed wf washers (Typ)
13 h Concret stab
_ 6.mm uapar $atNar& 2" of Sand.
3" Campacied Eadh
4lienar Dowell Top & BotL
12"
' 2" x 4" Studs @ 16" etc (interior)
Smoriar Finish
dtuds j� Th. Control Slabash�s (Typ)
3112" Th. Carteret Stan-
12"
2017 W. A LCO AVE
PHONE 714 / 285-1121
6 mVapor$ardor&2"of Sand SANTA ANA, CA 92703
Campaetod Earth
#4 Reber Top & $ott. aadrafting@msn.com
CL 31i2"
Post per plan
2 xStud
(4 x min)
Piiler
WO per schad
Be
Hotdown-(tiDA)
perpian
s
HS
x
2x 22x
Le impson
or 3x
Min Em d
SST6
per plan
Per Sehedate
3" min cir
Note: Commit Stem Waifs shall be:
S" min wtdhrfor 5f8" o Anthers
8" min wldht for 714" o Ambers
a"min for ton, block
SCHEDULE
TYPE IHOZA IH05A
HDOA HDBA IHDIOA
MB
2,518
2'114
3.3N
3.715
44M
OTYIDIA
HB
4I1Z
5114"
5lie,
6118,
61W
se
2112'
T
31W
3V2"
31Ir
CL
1112"
1 21116"
2IMV
211W
21f16"
$0
114"
1 W"
314°
V4"
:U4"
SSTS#
1 ur
16
20
28
28
28
Le
12
16
24
24
24
syso#
20
24
34
34
34
our 2 p
Le
mw,.nwro
16
20
26
28
28
a m o3�
2776
4079
6109
7466
1 9549
nucwaus
ma4 ttt•i1
2r75
4010
5100
146
854Q
saw �
Note For raised foundation use SITS
far
two pour system and oxtomd bolt boyond
sill Plate above floor shaatm
,t„ „_,_..---------
4 x 4 Post Min, Wl E.N.
*k PHO ar HD per Ptans
& Simpson Catatog-",",
Existing Feeling
Drill Holes 1146"
Largerthan Bolt
Dia. --
Threaded Rod wfEpoxy
,,,,",
�•
"'—' LC.$•O.#4S45 City of
per'"""'"""'
L.A. RA. @ 25185 wl
;i
Special Inspection, Use {
"'Use Equivalent PHD
ET 22) U,N,O,
o e: or arse
FtoorusaLongor
$oats to extend
above Floor
e
5heatin
Use Simpson Set Epoxy I.C.$,O. # ER
79 or RR #25275
HOA all
FFBS
BOLT
DIA 11r1
6DSE
{14 N.)
w ONJ
EMB£aMHN
'TONJ
r ex ere
eoxcfrrecoavoesswa
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HD2A
SJ8
1-3t4
6
12
2776
DSA
5/8
1-314
6
12
4010
HD6,8
.. 7lg.
i-3kt
8�
45
5300,7460
�+ Roofing Material of Is# Felt
4
& 1l2"' COX. 2410 Plywood
2" x Roof Rafters per plan
2" x Ceiling Joists per plan
w/ R 30 tnsul
wwwwwww+
2" X Biockingwi 3-16d per block &
6•16d @ Rafter Tie
A36 @ 32" cito (Aft)
2.2" x 4" Double Tap Plate
2" x 4" Studs @ 16" oic w/R-13
Drywall inL Wall & Ceiling
insul (Exterior)
Exterior Finish
11JIlr
�..sA
12"
Plywood shooting 1" x S" Starter Bowd (Shiphp)
2" x 4" Fiat Lookout @ 32" a/c Notch Into
2-16d Ea 2" x 4" •'^� First Rafter
2" x 4" ConL Btockfng w1 IGd @ IF i
8" etc or A35 32" etc 2 - 2" x 4" bill Top Plate
2" x 4" Studs @ Is" ate wt
R431nsud.
2" x 6" CONT.. PURLIN
'""-ASPHALT SHINGLE TO MATCH (E)S.F.R.
12
!3 5
ii A2
2" x 6'.. C.J_@ 16" ofe W/ R-30 WSUL. (TYP) .
fie" DRYWALL INT
WALLS & CEILINGS
(TYP)'
2" x C STUDS @ 16" ote
W/ R-13INSUL (TYP)
M " TH. CONCRETE SLAB W / 6" x 6"-10"-10" W.W,
Of 2" OF SAND & 6 mm VAPOR BARRIER (TYP)
a A-2
SECTION A
2
A-2
ar,e / rZj
i
al,
REVISIONS
iI 1,or
wner:
Mrs Catherine Gutierrez
Ph # 714 / 543- 0857
Description of Job:
Room Addition
New Mtr Bdrm
Sheet:
A11111111112
2TAIM-Au
SHEAR WALL SCHEDULE 1997 U.B.0
MARK
WALL TYPE
SILL BOLTING
ALLOWABLE
SHEAR
EXTERIOR
WALLS
INTERIOR
WALLS
SILL NAILINGUPPER
STORIES
7/8'STUCCO OVER PAPER BACKED LAT W/1 6 GA STAPLES @ 6' O/C @TOP & BOTTOM
PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICE0 REPORT No. 1823, FEB, 1973) OR OCBO
180PLF
-5/8@55"O/C
518@56'OIC
16d @ 8" OIC
Vo, 1318, FEB, 1973) OR (ICBO NO. 1254, FEB 1972) NOTE 4 AND 9 BELOW
I
11 OR STD SHTG WITH 8d NAILS @ 6" OIC @ EDGES & 12" O/C FIELD
I
260 PLF
5/8 @ 38" OIC
518 @ 38'O/C
16d @ 6- O/C
//9\316'PLYWDRUCT
(TABLE 23-11 1_1 U.B.C.j NOTE 1,9,10 & 11 BELOW
A 0\
318"PLYWO SRUCT 11 TO WITH 8d NAILS @ 4" 0/0 @ EDGES & 12" Or -FIELD
350, PLF
518 @ 26" O/C
518 @ 26" O/C
16d @ 4�'010
ABLE 2341-1-1 "
U.8r 6
(T=H 9, 10 & 11 BELOW
A4\1
3/8" PLYWD SRUCT It SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" OIC FIELD
380 PLF
5/8 @ W' O/C
518 @ 26" O/C
16d @ 4!' 01C
Z
(TABLE 23 '35' 6, 1 0& 11 BELOW
12
318'PLYWD SRUCT It OR.STDSHTG WITH 8d NAILS ,@ 3�" O/C @ EDGES & 12'01C,FIELD
490 PLF
5f8 @ 20" O/C
5/8 @ 20"01C
16d @ 3
(TABLE 23-11-1-1 U.B.C.) NOTE 1, 3,5,6, 9, 10& 11 BELOW
I /Z1 O/C
318" PLYWO SRUCTII OR STD SHTG WITH 8d NAILS @ 2" OIC @ EDGES & 12" 01C FIELD
610 PLF
518 @ I v'01C
518 @ 16'01C
16d @ 2
(TABLE 23-11-1-1 U.B.C,) NOTE 1 , 35' 6, 9, 10 & 11 BELOW
1171 01C
1/2" STRU T IPLYWD WITH I Od NAILS @ 2" O/C @ EDGES & 42" OIC FIELD
870 PLF
3/4 @ 16" 01C
3M @ 16"Oic
N/A
OVER 3X STUDS ABLE 23.11_1-1 U.B.C.) NOTE 1, 3,5,6, 9, 10 & 11 BELOW
NOTES:
I, ALL EDGES Or PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2X SOLID BLOCKING FOR WALLS TYPES 9 & 10, AND 3 x SOLID BLOCKING FOR WALLS TYPES 11, 12,13 & 14
2- WHERE SHEAR WALL SHEATING IS TO BEAPPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. (I.E. HALF THE OIC SPACING)
3, USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY
4: PAPER BACKED SELF FURRING EXPANDED METAL LATH ICBC, APPROVAL
5- GRAMING AT ADJOINING PANEL EDGES SHALL BE 3- INCH NOMINAL OR WIDER &, NAILS SHALL BE STAGGERED
6- WHERE PLYWOOD ISAPPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O/C ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT
FRAMING MEMBERS OR FRAMING SHALL BE 3- INCHES NOMINAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED
T- ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 5X'x 10" AB!S @ 48"= UNLESS OTHERWISE NOTED ON PLANS
8, ALL INTERIOR SEARING AND NON BEARING FOOTINGS TO HAVE 7/32'SHOT PINS @ 32'01C & 48" OIC RESPECTIVELY: I.E. OZARK # H-67 ICSO REPORT 1280. MAY 1987
9.- USE 2 1r2 x 21/2" x 3116" PLATE WASHERS
10- USE CDXCC OR STD SHTG IN LIEU OF SRUCT It PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES,
11- AT EXISTING.FOOTINGS USE REDHEAD WEDGEANCHORSTO COMPLY WITH SILL aOLTINGICBO # 1372,MMEMSED, 7 11Z'
12: USE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL SHEARWALLS U,O.N,
13: AT FLOOR LEVELS USE SOLID BLOCKING AT PERPENDICULAR SHEARWALLS AND DOUBLE FLOOR JOISTS AT EACH END OF THE SHEARWALL.
14- ALL BEAMS SUPPORTING SHEARWALLS MUST BE STRAPPED TO THE WALLS BELOW.
15,- ALL HOLDOWNS ON UPPER LEVEL MUST BE CONNECTED TO A POST BELOW PER HOLDOWN SCHEDULE TO THE LOWER LEVEL OR TO THE FOUNDATION.
I
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EXISTING f
NEW FOUND/
le
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ROOF SHEATIN6
1/2" CDX, 2410 INDEX PLYWOOD W/ 8d COMMON NAILS
@ 6" ENIBN. 8d @ 10" O/C FIELD. PROVIDE ROOF
RADIANT BARRIER PER T-24 AT PLYWOOD UNDERSIDE
ROOFING MATERIAL
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2017 W. A LCO AVE
PHONE 714 / 285-1121
SANTA ANA, CA 92703
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REVISIONS
jo
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