HomeMy WebLinkAbout10147624.pdfI
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 2341-8-1 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 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, NUN 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 $Q. 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. CLEARANCE IN FRONT OF THE STOOL.
12. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 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 WITH 1.6 GALLONS
MAXIMUM PER FLUSH.
15. 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 210-62 (a)
1120 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 2320.8.3 ALLOWANCES.
22. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT
EXCEED 25% / 40% RESPECTIVELY. BORED HOLES IN
BEARING/NONBEARING WALLS SHALL NOT EXCEED 40%160%
RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE
NEARER THAN 6/8" TO THE EDGE OF THE STUD (2320.11.9 AND 2320.11.10)
23. 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.
PREPARED BY
D A I �i +�
mac b I i M ciel
2017 W. A LCO AVE
PHONE 714 1285-1121
SANTA ANA, CA 92703
aadrafting@msn.com
REVISIONS
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Owner:
Mrs Julieta Borroel
Ph # 714 l 928-2524
Description of Job:
320 Sq. Ft.
Room Addition
New Family Rm
A.P.N. # 410-031-20
Sheet:
A-1
2017 W. A LCO AVE
PHONE 714 / 285-1121
SANTA ANA, CA 92703
aadraffing@msn.com
REVISIONS
Mrs Julieta Borroel
Ph # 714 / 928-2524
Description of Job:
320 Sq. Ft.
Room Addition
New Family R n-,r`
A. P. N. # 410-031-29,,-�,,"'
n
Sheet.
A-2
f
ASPHALT SHINGLE TO MATCH (E) S.F.R.
12 4�� 4 ...... fill 4
FA
SOUTH ELEV. AAWTIOF
E a
� 1
EXISTING NEW
Sc f4.1 W.W1
i.e T E L U T1 Sc !,4.v - ,�..a..
scy4 ,=IW,
STUCCO TO
MATCH (E) S.F.R.
F.L.
T.O.P.
W.L. .
,A
R.L.
F.G.
1
A-3
2" x 4" COLLAR TIES @ 48" o/c wl 3-16d
ASPHALT HINGLE TO MATCH (
Exterior Finish Z' x 4" Studs @ 16" o1c wi R-13 insu( (exterior)
Interior Finish
2" x 4" A.T. Mudsi(I wl 5I6" x 10" L. A. B. &
Mudscreed w17' x 2" x 311 G' washers (Typ)
3112" Th. Concret Stab
G' train 4.. Q V 7"
�. 12 9.
1111011 1111
![i111I�ii1(1 1111�(I(1!
6 min Vapor Barrier & 2" of Sand
3" Qt Compacted Earth
4 Rebar Dowell Tap & Bott.
12"
CL
31/2"
n
2 xStud
Filler
ed
SB
DA)
Sq�
gclr$
HB
2x
2 x 2-2x
Le
Simpson
or 3x
b
d
SSTS
per plan
Per Schedule
ir
SCHEDULE _
HD2A
H05A'
HHD6A
HD8A
HD10A
2518
"14
3-3/4
3-7/B
4-7/8
41J2'
5fle
6118'
61/8'
6118°2112'
P
3'
3112°
3112'
3If?
f Irt
21/16'
21116'
21118`
21/16'
1W
1/2"
3W
3W
314°
16
20
28
28
28
t pour
Le
12
16
1 24
24
24
SST$#
.-
2 pour
20
24
34
34
34
Le
eM j
16
20
28
28
28
Niawb:z
,W(133)
2775
4010
5100
7460
9540
was
loznt}33)
2775
4010
51W
7460
9540
Concret Stem Walls shall be:
Loads based on min 4 x ip size or max anchor load
6" min widht for 518" o Anchors
DNote:
2 8" min widht for 7/&" o Anchors
Note For raised foundation use ME for
8" min for cone block
two pour system and extend bolt beyond
silt Plato above floor sheatm
** PHD or HD per Plans
& Simpson Catalog
Drill Holes 1116"
Largerthan Bolt
Dla.
*' Use Equivalent PHD
HDA ON
PHD
HD2A
HDSA
* HD6 8)
*Use:
A-35 @ 32" o1c (Alt) -- "
1I2"' Dtywali int Wall & Ceiling
(D
rrrr�
G�
4 x 4 Post Mlm WI E.N.
Existing Footing
Threaded Rod w/ Epoxy
I.C.S.C, # 4945 City of
L.A. R.R.@ 25185 wl
Special inspection, Use
ET 22) U.N.A.
EMBEDMEN au.owae`L Te`wsTtewao Note: For Ratsed
w(!N.) coNcaentcorr8esoeN
T IN, r'Zoo :rt Floor use Longer
6 12 2775 Bolts to extend
6 12 4010 above Floor
8 15 6100 7460 $heatin
xy LC.B.O. # ER 6278 or RR #25278
i 16d�8•�
2" x BLOCKING
2" x 4" CRIPPLE STUD @ 16'o/c
2"x8"C.J. BOLTED w/I2"BOLTSa32Wc -
A-3 0 EA SIDE
r.1r
E) S.F.R. 2" x W RD BD 2" x 6" R. R. @ 16" o/c
4
12 A.3
4� 12
2" x W C.J. @ 16" oic w/ R 30 INSUL. (TYP)
2" x 4" STUDS @ 16" o/c
w/ R-13 INSUL (TYP)
3y " TH. CONCRETE SLAB w 16"' x 6"-10"-10" W.W.
o/ 2" OF SAND & 6 mm VAPOR BARRIER (rYP)
1
Roofing Material ol15#Felt
& 112" CDX, 2410 Plywood
2"' x Roof Rafters per plan
2" x Ceiling Joists per plan
wl R 30 lnsul
2" x Blocking w13.16d per block &
5-16d @ Rafter Tie
2 - 2" x 4" Double Top Plate
2" x 4" Studs @ 1 G' oic wIR-13
lnsul (Exterior)
Exterior Finish
2' x 6' CONT LEDGER
w/3-16d
i. ---+- (N) RAFTER
sc 9 f ti = 1'-0.-
4
r r • ♦ r � •
•
2017 W. A GCO AVE
PHONE 714 / 285-1121
SANTA ANA, CA 92703
aadrafting@msn.com
REVISIONS
Borroel
i t / • + /
320 Sq. Ft.
Room Addition%.
New Family Rm
m
e3
A.P.N. # 410-031-�..
Sheet;
A-3
k 0 �
STRUCTURAL NOTES
CONCRETE
1: ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
TYPE (iSO'CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO
ASTM 033 WITH PROVEN SHRINKAGE CHARACTERISITCS OF LESS MAN 045 %.
2, READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM
C-94 PLACEMENT OF CONCRETE SHALL CONFORM TO A01301.
3, CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL
CONFORMING TO ASTM C150.
4, MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
FOOTINGS 2,500 PSI
SLAB OR GRADE 2,500 PSI
SIDEWALKS 2,000 PSI
6: MAXIMUM SLUMP SHALL NOT EXCEED 4".
6- CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 6 DAYS
AFTER PLACEMENT, ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
PERFORMANCE CAN BE ASSURED,
7: ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
CLEANOUT AND INSPECTION.
S: VISRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26.
9: EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH %
CHAMFERS UNLESS DETAILED OTHERWISE,
10- CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO
THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK.
11, NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 96 ° F.
12: WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
PLC
1, PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1.96 AND SHALL BE STAMPED
WITH THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED
OTHERWISE ON THE PLANS.
2.- EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SO. FT. WITH A MINIMUM DIMENSION
OF FEET.
3. SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL 8E INSPECTED
AND APPROVED BEFORE COVERING.
FOUNDATION NOTES
1. FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL BEARING
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS;
CONTINUOUS FOOTING t,000 P.S.F.
ISOLATED FOOTING 1,000-P.S.F.
2- ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL
OR APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED
OTHERWISE.
3. ALL FOOTING SHALL BE CENTERED ON PLASTER ANDIOR WALL AND COLUMN UNLESS
OTHERWISE NOTED.
4. FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS.
5: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT
PROPERTY STRUCTURES, STREETS AND UTIUTIES IN ACCORDANCE WITH ALL NATIONAL,
STATE AND LOCAL SAFETY ORDINANCES,
6: ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
ANDIOR SHEOULES.
7,- ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE ButumG COLUMNS
(U.N.OJ
8- ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS
SHALL BE REMOVED AND RELOCATED.
9: ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE
FOOTING ('THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2
HORIZONTAL TO 1 VERTICAL SLOPE) SHALL RE SLEEVED THROUGH CONCRETE CASTAW
PLACE AT THE FOUNDATION POUR.
10- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
POSSIBLE VARYING SUBSURFACE CONDITIONS.
LUMBER
I, ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO
DIVISION 23 (2091 C.B.C).
2- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO, UNLESS OTHERWISE NOTED
3- GRADE
JOIST, PURUNS 2" TO 4° WIDE, 6 & DEEPER No. t
BEAMS, PURUNS OVER 4" WIDE N. t
SUSPURUNS VTO4"WIDE, 6 &DEEPER No.1
LEDGERS No.2
STUDS 2'x4"ORTx4" STUDS
STUDS 2"x6° No.1
POSTS 5" x T AND LARGER No.1
SILLS, PLATES AND BLOCKING No. 2
4,- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITNIN 48' OF
GROUND, SHALL BE PRESSURE TR58TED DOUGLAS FIR (PTDF) SILLS SHA1,.4 BE BOLTED
TO THE FOUNDATION WITH 518' DIAMETER x 10" LONG BOLTS AT 4W ON CENTER 12'
MINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INL£SS OTHERWISE NOTED.
5: STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE
WALL WITH SW ANCHOR BOLTS AT 24" OtC.
6.- ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16" O/C WITH 6/8" GYP. BOARD
EACH SIDE, UNLESS OTHERWISE NOTED.
7, ALL STUD WALLS SHALL HAVE FULL HEIGHT 1" x B" DWGONAL LEFT -IN BRACES AT
ENDS AT INTERVALS NOT EXCEEDING 25 FEET OTC UNLESS OTHERWISE NOTED ON
PLANS, BRACES SHALL COVER A MINIMUM OF SIX STUD SPACES.
8- COMMON NAILS SHALL BE USED.
9: FIRE BLOCKING 2" x 1 %' THICK SHALL BE PLACED IN STUD WALLS AT CEILING AND
FLOOR LEVELS AT EACH 19 HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT
SUPPORTS,
10: 401STS SHALL BE SNLOCK£D AT SUPPORTS AND BRIDGED OR BLOCKED AT
INTERVALS OF S' WHERE JOISTS ARE 2" x ITOR DEEPER,
11.- MAXMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
2"x4'@16"0IC UPTO 14'Cr
2" x 6" a 16" 010 UP TO 20'-0"
2"x8'@1
S"OICUPTO26'-0"
12: PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13: BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 132" AND A MAXIMUM 1116'
LARGER THAN THE BOLT DIAMETER.
REINFORCING STEEL
1- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS
FOLLOWS:
FOOTING, SLAB ON GRADE, MASONRY AND BENT OOWELLS, TIES:
# 3 BAR AND SMALLER ASTMA- 615 GRADE 40
#4 BARAND LARGER ASTM A- 415 GRADE 60
2.- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
BENDING IN ACCORDANCE WITH ACM31&W
3: MINIMUM ONCRETE COVER OVER REINFORCING RESAR FOR
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH
1"
EXPOSEO TO WEATHER
1 Yz
EXPOSED TO EARTH
2"
PILASTER, BEAM & COLUMN TIES
1 Yx"
FORMED FOOTING AND WALL EXPOSED TO EARTH
2"
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH
3"
SLAB ON GRADE
2"
4; SPLICE IN CONCRETE:
MINIMUM OF 36 BAR DIAMETER OR IV WICHEVER IS GREATER.
6.- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1.82.
S. ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACi 318-
96
7: ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT.
8.- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-815
GRADE 60.
9.- ALL REINFORCING BAR BENDS SHALL BE MADE COLD,
10: ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY
OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BONO TO THE
MORTAR.
11 - REINFORCEMENT THAT IS PARTIALLY ERIBEDED IN CONCRETE SHALL NOT BE FIELD
BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE
WRITTEN APPROVAL OF THE ENGINEER OF RECORD.
12:ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE
DRAWINGS, WHERE LAP ANDIOR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED,
PROVIDE CLASS'C SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY
SHOWN ON SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
FABRICATION.
13, PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BYWCR$L
14- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN I'NOR
1 BAR CIA NOR ix MAX AGRAGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS 1".
off
LAX, 7" MAX INBEDED, 12"
2" x ale WASHERS (TYP)
'I iiiii
• ! 1
SHEAR WALL SCHEDULE 1997 U.B.0
SILL BOLTING
ALLOWABLE
EXTERIOR
INTERIOR
SILL NAILING @
MARK
WALL TYPE
SHEAR
WALLS
WALLS
UPPER
STORIES
718" STUCCO OVER PAPER BACKED LAT W116 GA STAPLES @ 6" O/C @TOP & BOTTOM
j $
PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICSO REPORT No. 1823, FEB, 1973) OR (ICBO
180 PLF
518 @ 55" O/C
518 t5? 55" OIC
16d a@ 8" O/C
,—
No. 1318, FEB, 1973) OR ( ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW
/rfl�
9
3/8" PLYWD SRUCT If OR STD SHTG WITH 8d NAILS @ 6" O/C @ EDGES & 12" 0/0 FIELD
260 PLF
6/8 @ 38" OIC
5/8 @ 38" O/C
16d @ 6" 01C
f \
TABLE 23-II-i-1 U.B.C. NOTE 1 910 & 11 BELOW
10
318" PLYWO SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" O1C @ EDGES & 12" O/C FIELD
350 PLF
518 @ 26" O/C
518 @ 26" O/C
16d @ 4" O/C
TABLE 23-11-1-1 U.B.C. NOTE 1 6 9 10 & 11 BELOW
3/8" PLYWO SRUCT II OR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" O/C FIELD
380 PLF
5/8 @ 26" O/C
5/8 @ 26" O/C
16d @ 4" O/C
TABLE 23-11-1-1 U.B.C. NOTE 1 3 5 6 9 10 & 11 BELOW
1 "
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 3" O/C @ EDGES & 12" O/C FIELD
490 PLF
518 @ 20"' O/C
518 @ 2W OIC
16d @ 3
\
ABLE 23-11-1-1 U.B.C. NOTE 1 3 5 6 9 10 & 11 BELOW
1/2" OIC
13
318" PLYWD SRUCT IL OR STD SHTG WITH 8d NAILS @ 2" O/C @ EDGES & 12" O/C FIELD
610 PLF
5/8 @ 16" O/C
5/8 @ 16" O/C
16d @ 2
TABLE 23-11-1-1 U.B.C. NOTE 1 3 5 6 9 10 & 11 BELOW
1/2" O/C
1/2" STRUCT IPLYWD WITH 10d NAILS @ 2" O/C @ EDGES & 12" O/C FIELD
870 PLF
314 @ 16" O/C
314 @ 16" O/C
N/A
OVER 3X STUDS TABLE 23-11-1-1 U.B.C. NOTE 1 3 5 15EII 10 & 11 BELOW
NOTES:
1.-ALL EDGES OF 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 BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. (I.E. HALF THE OtC SPACING)
3: USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY
4.- PAPER BACKED SELF PURRING EXPANDED METAL LATH ICBO APPROVAL
5: GRAMING AT ADJOINING PANEL EDGES SHALL BE 3- INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED
6.- WHERE PLYWOOD IS APPLIED 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
Z-ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 5/8" x 1O" A.B's Q 4W O/C UNLESS OTHERWISE NOTED ON PLANS
8.-ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7132" SHOT PINS @ 32" OIC & 48" OIC RESPECTIVELY: LE. OZARK # H-67 ICBO REPORT 1280, MAY 1987
9: USE 2 1/2 x 2 112"x 3116" PLATE WASHERS
10.- USE COX CC OR STD SHTG IN LIEU OF SRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES.
I I.- AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICBO 1111372 MIN EMBED 7 1/2'
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.
ROOF SHEATING
1/2" CDX, 24/o INDEX PLYWOOD W/ 8d COMMON NAILS
@ 6" EN/BN . 8d @ 10" O/C FIELD. PROVIDE ROOF
RADIANT BARRIER PER T-24 AT PLYWOOD UNDERSIDE
ROOFING MATERIAL
AgP14A1 TN SRIuZI 1: rl BS-q IRV OR BETTER TO MATCH tE)
IENT
EM
PREPARED BY
A Al
T{ NIG
rac del
2017 W. A LCO AVE
PHONE 714 / 285-1121
SANTA ANA, CA 92703
aadrafting@msn.cam
REVISIONS
A
CD
+N
z
u.j Z
Lu
vi
O z
WN <
F- `_ )
U) T— vj
Owner:
Mrs Julieta Borroel
Ph # 714 / 928-2524
Description of Job:
320 Sq. Ft.
Room Addition
New Family Rm
A.P.N. # 410-031-20
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