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ANALYSIS AREA
(E) SFR W/ GARAGE ATTACHED
1,516 S.R
S"jl� 14
(E) PORCH
20 S.F.
%dj 01 ar
(E) COV'D PATIO
292 S.F.
(N) ADDITION
388 S.R
TOTAL AREA
2,216 S.F.
LOT AREA
7,249 S. F.
LOT COVERAGE
30%,
PRINTED ON CLEARPRINT 1000N,
18 / 0
P aREPAJED BY:
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S A N T A A N A
5- CALIFORNIA 92703
MT-RI-1--b"UR
MAC IELALOMSN. COM
jo REVISIONS
(r-,) y1t4 -4, (I-)20z-0XW-1L,
TITLE 24 SUMMARY
ENERGY (TITLE 24) REQUIREMENTS
INSULATION EXT WALLS: R-13
SUBFLOOR: R-19
ATTIC: R-30
FENESTRATION FENESTRATION: U-FACTOR=.40 max
SHGC= .35 max
A/C,EFFICIENCY N/A
ARCHI SC T tA L S T RR U C TU, R A L
_T
ACCEPW ."IMON
RADIANT BARRIER EW, SS'MTY�LTSS---OR-+-EQtYA--tf-,T,(3,,"5� -VSTRU
Em R col
`INgTiAilgb TO, -COVER ROOR_RAF`ffjRS,1Ar*M-
'To Tlhie Folion,.,virig Approvals: GABLE ENDS WALLS AT ATTICS G. SEPARATeJIER ARE: RE!�,U! ' D FOR r R 7�-
4 E ;wp c
N -'R' 'E L E C) _V`1 L, P 1 U' fi!�'g I q G 8! R1 'C -, i J91i �;;k L P A
TX
DUC This set of 10,1ans a speci:icatior"g Must be ��ept R. Dc�.,:)ariment ALTERNATE FOR on the joi
it all gores 901 it is unj Wful to ma,%p wny oazngas 0,
OCC,
1 2 OnS on sam �,, without vvrijj.,ri, petmiSsiop fj'om tlh,
6
gp The acceptance of nis plan aInd SVpeClfl=fio S In HALL NO
E-1 Police be held to pormi
nor be, a�i Ppprcj�l@ eq U1,1rj of anr
FLOCX} provisions of City 0,
or-S' to Law, L&
E-11 b I c, r, s ka cy
Accispland By
CY OF S TAtM 1 uNA�A
NO
Issued
C r LEGEND
YES
110 V W/ BBACK-UP
110(�) SMOKE DE ECTORATTERY
9 V 0e, BATTERY OPERATED
WALL LEGEND
SMOKE DETECTOR
FLUUR
PLA
N
�141 L MOUNTED LiCHT
SC=1/4=1..O,.
E �1� NEW WALLS
Zt- 110V- OUTLET
CEILING MOUNTED LIGHT
EXISTING WALLS
T() R E MAI 11,11
GROU111D FAULT INTERRUPTOR
E I EXISTING WALLS
Ti 0 I'REMOV'E
_'WITCf
PLU�C5-G
NALL
FAN, MI
AIR CHANCES PER HR.
`AFI RECEPTACLE OUTLETS SUPPLIED By
BRANCH CIRCUITS PROTECTED BY
AN ARC -FAULT CIRCUIT INTERRUPT[ �R
in
VWI, f';
DESCRIPTION OF JOB:
380 SQ FT
(N) MTR BDRM W/BATHRM
WAI.C.
01qAW1Y
CHECKED
GATE
SCALE
JOB NO.
SHEET
A
OF SHEETS
i
tow
fu,
q
M*..
:�
;dam,.
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Yr
1 11
Off
Z50"UT110 ELEVAT100"'N SC 114 1
TABLE 2341-8-1-NAILING SCHEDULE
GC1NAtECTION
ttAit iNCat
1. Joist to sill or girder, toenail
3-8d
2. Bridging to joist, toenail each end
2-8d
3. 1" x 6" (25 min x 152 mm) subffoor or less to each joist, face nail
2-8d
4. Wider than 1" 'x 6" (25 mm x 152 mm) subfloor to each joist, face nail
3-8d
5. 2" (51 mm) subfloor to joist or girder, blind and face nail
2-16d
6. Sole plate to joist or blocking, typical face nail
16d at 16" (406 mm) o.c.
Sole plate to Joist or blocking, at braced wall panels
3-16d per 16" (406 mm)
7. Top plate to stud, end nail
2-16d
8. Stud to sole plate
4-8d, toenail or 2-16d, end nail
9. Double studs, face nail
16d at 24" (610 mm) o.c.
10. Doubled top plates, typical face nail
16d at 16" (406 mm) o.c.
Double top plates, lap splice
8-16d
I1. Blocking between joists or rafters to top plate, toenail
3-8d
12. Rim joist to too plate, toenail
8d at 6" (152 mm) o.c.
13. Top plates, laps and intersections, face nail
2-16d
14. Continuous he der, two pieces
16d at. 16" (406 mm) o.c. along each edge
15. Ceiling joists to plate, toenail
3-8d
16. Continuous header to stud, toenail
4-8d
17. Ceiling joists, laps over partitions, face nail
3-16d
18. Ceiling joists to parallel rafters, face nail
3-16d
19. Rafter to piatej toenail
3-8d
2O. 1" (25 mm) brace to each stud and plate, face nail
2-8d
21. 1" x 8" (25 mm x 203 mm) sheathing or less to each bearing, face nail
2-8d
22. Wider than 1" x 8" (25 min x 203 min) sheathing to each bearing, face nail
3-8d
13. Built-up corner studs
16d at 241(610 mm) o.c.
24. Built-up girder and beams 20d at 32' (813 mm) o.c. at top and bottom and staggered 2-20d at ends and at each splice
25 2" (51 mm) plinks
2-16d at each bearing
26. Wood structural panels and particleboard:
Subfloor and wall sheathing (to framing):
1/2" (12.7mm) and less
6d3
19132"-3/4" (15 min-19'mm)
8d4 oa 6d�::.
7/8"-1" (h mm-25 mm)
11/r-11/4" (29 mm-32 mm)
1Ud4 or.8d51
Combination subfloor-underlayment (to framing):
3/4" (19 mm) and less
6dS
7/$"-l" (2?2 mm-25 mm)
8d5
I I/s"-11/4(29 mm-32 mm)
lOda or 8d5
27. Panel siding (to framing)-:
1/2" (12.7' mm) or less
6d6
51g" (16 ri m)
8d6
28. Fiberboard sheathing:7
1/2" (12.71 mm)
No. 11 ga.$
6d4
25" 2£i mm)
/32(
No. 16 ga.
No. 11 ga.8
8d4
No. 16 ga s
29. Interior paneling
114 (6A am)
4d10
31s" (9.5 m' m)
6d11
'L:ommon or vox nails may tie used except where otherwise stated.
Nails spaced at 6 inches (152 mm) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are
48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Sections 2315.3.3 and 2315.4. Nails
for wall sheathing may be common, box or casing.
3Common or deformed shank.
4Common.
5Deformed shank.
6Corrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3.
7Fasteners spaced 3' inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports.
8Corrosion-resistant roofing nails with 7/16-inch-diameter (11 mm) head and 11/2-inch (38 min) length for 1/2-inch (12.7 mm) sheathing and 13/4-inch (44 mm }
length for 25137-iiich (20 mm) sheathin conforming to the requirements of Section 2304.3.
9corrosion-resistant staples with nominal�116-inch (11 mm) crown and 11/8-inch (29 mm) length for 1/2-inch (12.7 mm) sheathing and 11/2-inch (38 mm) length
for 25/32-inch (26. mm) sheathing conforming to the requirements of Section 2304.3.
1oPanel supports at f16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked]. Casing or finish nails
spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports.
ttPanel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 ram) at intermediate supports.
I
E r
SAN r A ANAAPOLICE DEPARTMENT
RESIDENTIAL SECURITY REQUIREMENTS
„ E
9
A
1. Exterior swinging door must be solid core, 1-3/4" thick or with panels 9/16" thick. (8-210,A)
2. Doors leading from a garage into a dwelling unit must be sold core, 1-3/8" thick. (8-210,B)
3. Specify that above doors be equipped with deadbolt locks approved by the Police Department (8-
210,G) - specify make and model number.
4. Specify flush bolts with 5/8" embedment into head and threshold on inactive leaves of exterior double
doors. (8-210,E) [
5. Glazing in exterior doors or within 40" of the latch must be tempered or burglary resistant. (8-210,F)
6, Hinges for out -swinging doors must have non -removable pins. (8-210,G) j
i
7. Strike plates must be 3-1/2" long, secured to the jamb with screws 2-1/2" in length. (8-210,H)
8. Front exterior doors to be equipped with 180' door viewers or clear vision panels. (8-210,1)
9. Each structure must have a street address or other identification, which is visible from the street.
Figures must be 4" minimum in height of a color contrasting to the background. (8-210,K1)
10, Provide an illuminated plot plan of the complex at each driveway entrance. (8-210,K2)
11. Specify light fixtures, at exterior doors, which provide one -foot candle of light at ground level.
(8-210,L)
s.>
12, Exterior walkways, passageways within multiple dwelling complexes must be provided with .25-foot
candle of light. (8-210,M)
13. Parking lots and parking structures of multiple dwelling complexes must be provided with one -foot
candle of light. (8-210,N)
14, Required exterior light fixtures must be vandal resistant type.
15. Wooden garage doors must have panels 5116" in thickness. (8-208-A1)
16, Garage doors more than 16-feet in width must have two locking points. (8-208,C)
17. Slide bolt assemblies must be attached to the doorframe with non -removable bolts. (8-208,D)
18. The slide bolt must be 3/8" in diameter. (8-208,D)
19. Windows and sliding glass doors must comply with test standards of section 8-212. Specify make
and model number. (8-209,A)
20. Louvered windows may not be used within 12' vertically or 6' horizontally from any walkable surface.
21. All skylights shall be provided with rated burglary resistant glazing. (8-210) .
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.
5. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL
ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION
RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH
THE ENERGY CALCULATIONS.
PLUMBING NOTES
6. ALL PLUMBING WALLS TO BE 2" x 6"
7. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A
MINIMUM OF 8" WIDE AND NO "FLAT" STUDS PERMITTED.
STAGGERED STUDS ARE ACCEPTABLE.
F. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED
TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE
SHOWER OR TUBISHOWER COMBINATION, MATERIALS
SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY
MOISTURE,
9. GLASS ENCLOSURE DOORS AND PANELS MUST BE
LABELED CATEGORY If. NET AREA OF SHOWER RECEPTOR
SHALL BE NO LESS THAN 1024 SO IN OF FLOOR AREA, AND
ENCOMPASS 30"DIAMETER CIRCLE.
10. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE
NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE
IN FRONT OF THE STOOL.
11. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL
FAN 5 AIR CHANGES PER HOUR.
12. 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 1/3 OF THE TANK).
13. ALL NEW WATER CLOSETS WISH USE NO MORE THAN 1.6
GALLONS PER FLUSH.
ELECTRIC NOTES
14. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH
NEC Art 210-62 (a) "20 AMP. CIRCUIT DEDICATED TO EACH
BATHROOM"
15. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT
PROTECTION.
16, 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
17, THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR
BRACING TO THE EXISTING STRUCTURE WICH MAY BE
REQUIRED DURING CONSTRUCTION.
18. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE
SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC
SECTION 2320.8.3 ALLOWANCES.
19. NOTCHING OF EXTERIOR AND BEARING/NONBEARING
WALLS SHALL NOT EXCEED 25%/40% RESPECTIVELY.
BORED HOLES IN BEARING/NONBEARING WALLS SHALL
NOT EXCEED 400/6/60% RESPECTIVELY. IN NO CASE SHALL
THE EDGE OF THE BORED HOLE NEARER THAN 618" TO THE
EDGE OF THE STUD (2320.11.9 AND 2320.11.10)
20. 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
(2320.1.1.6)
21. USE SIMPSON ST 6224 TO TIE4N TO EXISTING TOP PLATES.
REVISIONS BY
DESCRIPTION OF JOB:
389 ;r; FT
BDRM
HRM
ORAWN
CHECKSO
GATE
SCALE
JOS NO.
SHEET
OF SHEETS
PRINTED ON CLEARPRINT 1000H•
REVISIONS By
0
m
6,
9
91
In
ATTIC VENT. CALC9S
389 1,R 1150= 2.59 x 011441= 373 sq in REf_.4!UIRED
1. f62"XIT' aftic vent
Provided = 144 sq inch
2, G.1 SCIREEN'D EAVE VENT
3 holes- 2"ea (per block)= 9 sq in
At EAST SIDE 15 pzs
At WEST SIDE 15 pzs
At SOUTH SIDE 12 pzs
Provided 42 x 9 sq in = 378 sq in
OTAL= 522 SQ IN PROVIDED
.141
WHERE EAVE VENTS ARE INSTALLED, INSULATION SHALL
NOT BLOCK THE FREE FLOW OF AIR. A MINIMUIR.A. OF 1- OF
AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION
Ilk'
AND THE ROOF SHEATING, TO ACCOMMODATE THE
"IrHIC31KNESS OF INSULATION PLUS THE rREQUIRED 'I"
AN
CLEARANCE, MEMBER SIZES MAY HAVE TO BE INCREASED
FOR RAFTER -CEILING JOISTS.
ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH
V,) GOORS1ORES113rAft1r 1 rE S "0 P I-k11&1 G S0, F1RVN-IMI4IIV C I ML 1vin0-l4114A
INCH IN DIMENSION.
ITj k
FOUNDATION NOTES
1.
FLOOR SHEATING:
-
USE %" STRUCTURAL H C-D OR C-C
Itu 4yv
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 PERP.
Zj
_4
K_
TO SUPPORTS. 7
2.
EXISTING 121'x1811 CONIC. FOOT'G
3.
NEW CONCRETE FOOTING 12"W x 18"D W/
A
(1) #4 TOP & BOTTOM MIN.
4.-
24" L #4 REBAR DOWELL, 6" INTO EXIST'G
FOOT'G TOP & BOTT W/ SIMP 44EPOxy,q
Ott
5.
12"x 61' G. 1. FOUNDATION VENT (TYP)
v
ell,
6.
18"x 24" G.I. FOUNDATION ACCESS
7.
GIRDER POCKET OR HANGER PER PLAN
TION8.
5/911 DIA x 10" L. ANCHOR BOLT *, 6'-011 O.C. MAX
ISC=1/4=1*-0"....
FROM ENDS, MIN 2 PER FIELD, 7" MIN ENDED
...12"
.... . .PLAN
W/ 2"x 2" x 3/16" PLATE WARERS (TYP)
T
NOTES:
F0 I j N D A T 10 N N'T, N -SSW A_ L.-A-7 S
a. VERIFY HRDWR. LOCATION W/ FLOOR PLAN
389 sq ft f 150= 2.59x 144= 373 sq, ir��FXQD
b. HOLD-DOWN ANCHORS MUST BE TIED IN PLACE J
G. 1, SCREEN'D FOUNDN VENT
PRIOR TO FOUNDATION INSPECTION
IT'x 6"= 72 sq inch
c. SURFACE WATER WILL DRAIN AWAY FROM
0
OT S: 2 pieces
E IDE
BUILDING
d. HOLD-DOWN CONNECTOR BOLTS INTO WOOD
WEST SIDE: 2 pieces
SOUTH SIDE- 3 pieces
FRAMING REQUIRE APPROVED PLATE WASHRS,
AND ROL-DOWNS SHALL BE TIGHTENED JUST a Nuu N
F FrR`AM"G Frow
"LAN
PROVIDED= 7 x 72= 504
PRIOR TO COVERING THE WALL FRAMING m SC=114=11-01"
e. ALL INTERIOR NON -BEARING WALLS W/ SHOT PINS,
z
67
.. . . ....... --------
ZE"i E C T 10 N A SC=1/4=1y.0'w
RANSET IL f1`0040 OR EQUIVALENT AT JU
UNLESS OTHERWISE NOTED.
STRUCTURAL NOTES
f. 5/8" DIA. A. B. MAY BE REPLACED BY 5/8" DIA THREADED
CONCRETE
RODS W/ 5 %" EMBED, WITH CIA -GEL 7000 EPDXY SYSTEM
I.C.B.O. ER -4846 (OREQUIVALENT), AT THE SAME SPACING
FRAMING
1, ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
TYPE 0 50 *CUI FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM
JOIST, PURL
2" TO 4"WIDE, 6 & DEEPER
GRADE
NOTES
PER 2320.-11.4 -. CDC
C-33 WITH PROVEN SHRINK AGE CHARACTERISITC8 OF LESS THAN 0.05 %.
BEAMS, PURLINS
SUBPURLINS
OVER 4WIDIF
2"TO 4"WIDE, 6 & DEEPER
NO. I
No. I
2, READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-
LEDGERS
STUDS
2"x 4" OR 3'x 4"
No. 2
STUDS
94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301.
STUDS
2,x6"
L ROOFS EATI'vi--•
No.
SHEAR WALL SCHEDULE 1997 U.B.0
SILL BOLTING
ALLOWABLE
EXTERIOR
INTERIOR
SILL NAILING @
MARK
WALL TYPE
SHEAR
WALLS
WALLS
UPPERSTORIES
7/8"STUCCO OVER PAPER BACKED LAT W116 GA STAPLES @ 6" 0/0 @TOP & BOTTOM
PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No. 1823, FEB, 1973) OR (ICBO
180PLF
5/8@55"O/C
5/8@55"OIC
16d@g'O/C
No, 1318, FEB, 1973) OR (ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW
I
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 6" O/C @ EDGES & 12" O/C FIELD
260 PLF
518 @ 39'0/C
5/8 @ 38" O/C
16d @ 6" O/C
(TABLE 23-11-1-1 U.B,C.) NOTE 1,9,10 & 11 BELOW
A
3/6'PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" O/C FIELD
350 PLF
5/8 @ 29'01C
5/8 @ 26" O/C
16d @ 4" OIC
(TABLE 23-114-1 U.B.C. NOTE 1, 6, 9, 10 & 11 BELOW
3/8" PLYWD SRUCT H OR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" O/C FIELD
380 PLF
5/8 @ 26'0/C
5/8 @ 26" O/C
16d @,V'O/C
(TABLE 23-11-1-1 U.B.C-) NOTE 1, 3,5,6,9, 10 & 11 BELOW
3/8" PLYWD SRUCT It OR STD SHTG WITH 8d NAILS @ 3" OIC @ EDGES & 12" O/C FIELD
490 PLF
5/8 @ 20" O/C
5/8 @ 20" O/C
16d @31
.(TABLE
23-11-1-1 U.B.C.) NOTE 1, 3,5,6,9, 10 & 11 BELOW
12" O/C
A\
3/8 . PLYWD SRUCT It OR STD SHTG WITH 8d NAILS @ 2" OIC @ EDGES & 12"01C FIELD
610 PLF
518 6" O/C
@ 1
5
V8 @ 16" O/C
16d @
(TABLE 23-11-1-1 U.B.C.) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
2 1/2" O/C
1/2" STRUCT IPLYWD WITH 10d NAILS @ 2" oic @ EDGES & 12" O/C FIELD
870 PLF
3/4 @ 16" O/C
314 @ 16"OfC
NIA
OVER 3X STUDS TABLE 23-11-1-1 U.B.C.) NOTE 1, 3, 5,6, 9, 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 $HEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. (LE, HALF THE 010 SPACING)
3.- USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATE$ AT FOUNDATIONIFIRST FLOOR ONLY
4.- PAPER BACKED SELF FURRING EXPANDED METAL LATH ICBO APPROVAL
6- GRADING AT ADJOINING PANEL EDGES SHALL BE 3- INCH NOMINAL OR WIDER a NAILS SHALL BE STAGGERED
6.' WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" OIC ON EITHER SIDE, PANEL JOINT$ 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
7.- ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 5/8" x 10" A,B.'s @ 48" O/C UNLESS OTHERWISE NOTED ON PLANS
8,- ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7/32" SHOT PINS @ 32" OIC & 48" O/C RESPECTIVELY: I.E. OZARK # W67 1080 REPORT 1280, MAY 1987
9.- USE 2 1/2 x 2 112" x 3116'PLATE WASHERS
Io- USE CDX CC OR STD SHTG IN LIEU OF SRUCT it 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 # 1372 MIN EMBED 7 112"
X-AN" w Imn KVOF RADIANT BARRIER
3, CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR SLOW ALKALL
5"x 6 AND LARGER No.
SILLS, PLATES AND BLOCKING Na.
PER T-24 AT ROOF SHEATING)
CONFORMING TO ASTM C-150.
4
CDX PLYWOOD (32/16) OR OSB, UNBLOCKED
4.- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
4: SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 4W OF
DIAPHRAGM. W/ NAILING 9 of @ 6" O.C. SUPPORTED
FOOTNGS 2,500 PSI
GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED To
THE FOUNDATION WITH SWDIAMETER x 10' LONG BOLTS AT 48" ON CENTER 12' MINIMUM
ENDS & BOUNDARY 8 111 * 12" O.C. FILED.
SLAB OR GRADE 2,500 PSI
SIDEWALKS
FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED.
USE 16 d'*
2000 PSI
5,- STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL
(8) TOPPLT CHORD SPLICE W/ST6224
5- MAXIMUM SLUMP SHALL NOT EXCEED 4'.
WITH 5/8" ANCHOR BOLTS AT 24" 0/0.
(USE Ix 6 SOLID SHEATING
OR A-C GRADE PLYWOOD
6, CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
6.. ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16" O/C WITH 5/8" GYP. BOARD
EACH SIDE, UNLESS OTHERWISE NOTED,
AT EAVES & OVERHANG).
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED F SATISFACTORY
2 1
PROVIDE 4x POST AT EACH END OF 4x10 OR
PERFORMANCE CAN BE ASSURED.
7, ALL STUD WALLS SHALL HAVE FULL HEIGHT T' x 6" DIAGONAL LEFT -IN BRACES AT ENDS
LAR6EIt
MEMBERS. DOUBLE STUDS FOR 4x8 SINGLE
7.- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE
SECURELY FASTENED IN
AT INTERVALS NOT EXCEEDING 25 FEET O/C UNLESS OTHERWISE NOTED ON PLANS, BRACES
SHALL COVER A MINIMUM OF SIX STUD SPACES.
STUD FOR
4x6 OR SMALLER MEMBERS.
THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
I CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
8, COMMON NAILS SHALL BE USED.
3.
WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE
CLEANOUT AND INSPECTION.
8.- VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
9- FIRE BLOCKING 2"x I %" THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR
PROGRESSIVE NAILING.
-OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26,
LEVELS AT EACH 10' HEIGHT OF STUDS AND BETWEEN STAR STRINGERS AT SUPPORTS.
4'.
ALL NAILS ARE COMMON NAILS.
9, EXPOSED CORNERS OF COLUMNS. SEAMS, WALLS, ETC., SHALL BE FORMED WITH %
10.- JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS
5-
ALL STUDS * , 16" O.C. MAXIMUM.
CHAMFERS UNLESS DETAILED OTHERWISE.
I
OF VWHERE JOISTS ARE 2" x 12" OR DEEPER,
6.
ALL LAG BOLTS (LB) TO BE 89'LONG INSTALLED WITH
10.- CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE D ESIGN MIX TO THE
ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK.
11 , MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
2x 4" @ 16" O/C UP TO 14'-T
PILOT HOLE AND WRENCH.
2" x S"@ 16"010 UP TO 20'-a'
2" x 8@ 16" O/C UP TO 26-01'
I I. NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95'R
7.
FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED
12.- WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
AT ALL EDGES OF ALL PLYW'D SHEETS IN SHEAR WALL.
'PLYWOOD
13 - BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32" AND A MAXIMUM 1116'
&
ALL PLYWOOD PANELS SHALL BE MANUFACTURED
LARGER THAN THE BOLT DIAMETER.
USING EXTERIOR GLUE.
I.- PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH
REINFORCING STEEL
THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE
9 .
2 LAYERS OF #15 FELT SHALL BE USED AT ALL STUCCO
'ON THE PLANS,
I - REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS FOLLOWS: I
APPLIED OVER PLYWOOD.
2 EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SQ. FT. WITH A MINIMUM DIMENSION OF
FOOTING, SLAB ON
# 3 BAR AND SMALLER ASTM A-615 GRADE, MASONRY AND SENT GDOWELLS, TIES; RADE 40
10.
SEE DETAILS FOR ALLOWED BORING AND
FEET.
2�
# 4 BAR AND LARGER ASTM A-615GRADE 61)
NOTCHING OF STUDS AND
3.- SEE FRAMING PLAN FOR DIAPHRAGM NAILING $HEDULE, NAILING SHALL BE INSPECTED
AND APPROVED BEFORE COVERING.
2.- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
JOISTS.
BENDING IN ACCORDANCE WITH ACI,318-9$,
11.
SEE DETAIL FOR TYPICAL EXTERIOR.
FOUNDATIOb! NOTES
31 MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR:
12.
MIN 2XI6 STUDS (0, 16- O.C. AST PLUM8'G WALLS.
I.- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL BEARING
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH 1.
13.
ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
EXPOSED TO WEATHER 'A
COVERING. FACE GRAIN OF PLYWOOD SHALL BE
CONTINUOUS FOOTING 1,000 RS.F�
EXPOSED TO EARTH
PILASTER, BE & COLUMN TIES
PERPENDICULAR TO SUPPORTS.
ISOLATED FOOTING 1,000 P.S.F.
FORMED FOOTINGAND WALL EXPOSED TO EARTH 2-
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3"
14.
DOUBLE JOIST ARE lDvn'FTYDv-n
2.- ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR
SLARONGRADE 2'
ER 1"ARALLEL SS NOTED OTHERWISE.
BEARING PARTITIONS 3.. ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS 4, SPLICE IN CONCRETE:
OTHERWISE NOTED. MINIMUM OF 36 BAR DIAMETER OR 12'NCHEVER IS GREATER.
4.- FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS, S.- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1 85 AND 1.82.
15.- PROVIDE FIRE BLOCKING IN CONCEALED SPACES 6, ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-95
5,- THE L BE RESPONSIBLE ALL EDURES
OF STUDS WALLS AND PARTITIONS, INCLUDED INCLUDINGCONTRACTORINLAGGG,SSHHALORINGSOLELY AND PROTECTIONFOR EXCAVATI
OF ANY ADJACENON TPROCPROPERTY T-ALL REINFORCING STEEL, DOWELS. ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED
STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT.
FURRED SPACES AT THE CEILING AND FLOOR LOCAL SAFETY ORDINANCES.
8,- ALL LEVEL AND AT 10 F INTERVALS BOTH VERTICAL 6.- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS GRADE60REINFORCING STEEL SHALL CONFORM TO THE "REQUIREMENTS OF ASTM A-615.
AND HORIZONTAL. AND/OR SHEDULES. 9,- ALL REINFORCING BAR BENDS SHALL BE MADE COLD,
16. WALLS BRACED TO RESIST WIND AND SEISMIC 7.-ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.O,) 10.- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY
FORCES SHALL NOT EXCEED THE FOLLOWING S.- ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR.
BE REMOVED AND RELOCATED.
HEIGHT TO WIDTH PATIOS 2 TO I FOR PLYWOOD. I I, REINFORCEMENT THAT 16 PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD BENT
9, ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN
FRAMING MEMBERS OR BLOCKING SHALL BE (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO I APPROVAL OF THE ENGINEER OF RECORD.
PROVIDED AT THE EDGES OF ALL SHEETS IN VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE
FOUNDATION POUR, 12,ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS,
WHERE LAP AND/OR SPLICE LOCATIONS ARE' NOT SPECIFICALLY INIDICATED, PROVIDE
SHEAR WALLS + 2 TO I FOR GYPSUM WALLBOARD 10.- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE CLASS 'C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
& PORTLAND CEMENT PLASTER (STUCCO). WILL u POSSIBLE VARYING SUBSURFACE CONDITIONS, SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION.
SECTIONS HAVING HIGHT-TO-LENGTH PATIOS W ib to *"L��ER A* 11- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSL
EXCEES OF I Y2 TO I SHALL BE PROVIDED. I,- ALL LUMBER HALL BE GRACE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION
23 (2001 0,15C). 14, CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN 1"NOR I
N "s '4
w BAR DIA NOR Ix MAX AGRAGATE SIZE.
2, RAFTER, BBAMSJPURLINS SHALL BE DOUGLAS FR'NO. UNLESS OTHERWISE NOTED. BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS I".
AND ADD NEW MTR 8D
WISATHRf!
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CHECKSO
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SCALE
JOB AJO.
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2. EXISTING CONC. FOOTING
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A. SPECIAL INSPECT$
ON REOUtRED REvItIONS
S. DRILL'HOLES PER MANUF. SPECS
C, A307,THREATED RODS W/ SIM
5279 P.�O.N
SET, EPDXY. IC80 -
0
AT FOOTIMS:
INDICATED EMBEDMfNT INTO 'DOWELS
CONCRCIE TO BE MAIN'
AT RAISED FLOOR FOUNDATION$
0
IT H0I_QWN AT,
w
EXISTI.NG FTNPG,
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9
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2X6 2X8 AND WN BOLT-KOO SILL PLATE Aom nm mom
OF J018T 2XIO 2X`12� 2X14
6 2001 CBC
2
D/3 y,
2 NE A43
SECTION 2-320.8.3 HOLDOWN
!3 4"
MRS
MMIA SM
BORED. OR NOTCHED JOIST NTS CNEZ r
71415%1217
C. cf. PER PLAN
BORED HOLES MAX 40/ OF STUO
WIDTH 0 BEARING WALLS,60/ MAX, W/4 NAILS 2 X SHAPED BLKIG !e
0 NON -BEARING WALLS, e END 0 1:
z
MIN.
RIR
MSCMPTION OF Joe
NOTCHES- MAX. DE.P'IH 25/ Of' STUD T11 PLYWD, SHTG, 388 SQ FT
WALLS, 40/ MAX, PEP PLAN
w
WIDTH 0 BEARING
PER PLAN - (11) MRM #2 TO REMOVE
X
0 NON -BEARING WALLS,
cl
AND ADD NEW MTR BORN
BtN,
S UD. 0 cc >WIIIIIATHRM
z
0
d,
e.
111E.N.
vA35,v 161 D.C.
0
U.N.O.
ir
FRACTION
2X4 2X6 2X8 FASCIA
OF STUD NOTE: NOTCH 8, BORE DOL. TOP PLATE BOARD w
7 NOTTO OCCUR ON SAME
25Z D I /1,t l'? >_
STUD WITHIN 36" OF z
40Z D -Y EACH OMER, <
<
WALL FINISH DRAWK ARA
2001 CBC X STUDS 16, O.C. PER, PLAN
CHECKED:'
SECTION 2320.11.9- 232011,10
DATE.
SHEAR WALL,
WHEX OUCURS
-r- 4 JOB NO:
<SEE FRAMING
PLAN)
SHEET NUMBER,
20 16 BORFD. OR NOTCHED STUD NTS
_]F8
S 12tKSD=l