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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-B-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, 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.
10. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY 11,
NET AREA OF SHOWER RECEPTOR SHALL BE NO LESS THAN 1024 SQ. 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.
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 210-62 (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 126 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 ANDIOR 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 26% ! 40% RESPECTIVELY. BORED HOLES IN
BEARING/NONBEARING WALLS SHALL NOT EXCEED 400/o/60%
RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE
NEARER THAN 66/8" 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.
WALL LEGEND
(E) WALLS TO REMAIN
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(N) WALLS
(E) WALLS TO REMOVE
ELECTRIC LEGEND
LIGHT
—0
REESES LIGHT
0
FLUOR LIGHT
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OUTLET 110 VS
P
OUTLET 110 V GFU WP
INTERRUPTOR
SMOKE DETECTOR
FAN 5 AIR CHANGES PER HOUR
0
EXISTING S.F.R.
EXISTING TWO CAR GARAGE
GARAGENEW !
NEW PROPOSED ROOADDITION
TOTAL LOT RATIO
LOT SIZE
% LOT COVERAGE
1,169 S.F.
442 S.F.
76 S.F.
645 S.F.
2,332 S.F.
6,024 S.F.
39 %
Owner:
Mr. Steve Koyama
Ph # 714 / 265 - 1773
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R-30 I NSUL
Y2" DRYWALL I NT. WALL &
CEILING (TYP)
2"x 4" STUDS @ 16"o/c w/ R-13 INSUL. (TYP)
31YTH, CONC. SLAB w/ 6"x 6"-10"-10" W.W. o/ 2" OF SAND & 6mm VAPOR BARRIER
Marco A. Ahurnada
11111 Barclay Dr.
Apt.
Phone
714 / 470-9162
Garden Grove, Ca
92841
MOE=
:1h # 714 / 265 - 1773
Description of Job:
645 Sq. Ft.
Room Additior
A
Marco A. Ahurnada
11111 Barclay Dr.
Apt. 1
Phone
714 / 470-9162
Garden Grove, Ca
92841
Owner:
Mr. Steve Koyama
Ph # 714 / 265 - 1773
Description of Job:
645 Sq. Ft.
Room Addition
New Den Rm
New family Rm
& 76 Sq. Ft.
Garage Extension
Sheet:
S�i
STRUCTURAL NOTES
CONCRETE
1.- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
TYPE (150 -CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO
ASTM C-33 WITH PROVEN SHRINKAGE CHARACTERISITCS OF LESS THAN 0.05 %.
2.- READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM
C-94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACi 301,
3,- CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL
CONFORMING TOASTM C-150.
4.- MINIMUM COMPRESSIVE STRENGHTOF CONCRETE AT AGE OF 28 DAYS FOR:
FOOTINGS 2,500 PSI
SLAB OR GRADE 2,500 PSI
SIDEWALKS 2,000 PSI
5.- MAXIMUM SLUMP SHALL NOT EXCEED 4".
6.- CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 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
GLEANOUT AND INSPECTION.
8.- VIBRATION 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 95'1`.
12,-WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
PLYWOOD
I.- PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-95 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 SQ. FT. WITH A MINIMUM DIMENSION
OF 2 FEET.
1- SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
AND APPROVED BEFORE COVERING.
FOUNDATION NOTES
I.- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOIL BEARING
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
CONTINUOUS FOOTING 1,000 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 AND/OR 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 UTILITIES IN ACCORDANCE WITH ALL NATIONAL,
STATE AND LOCAL SAFETY ORDINANCES.
6- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
AND/OR SH EDU L ES.
7.- ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS
(U,N.O,)
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 I VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -
PLACE AT THE FOUNDATION POUR,
10.- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
POSSIBLE VARYING SUBSURFACE CONDITIONS.
LUMBER
1.- ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO
DIVISION 23 (2001 C.B.C).
2.- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED
3.- GRADE
JOIST, PURLINS 2"TO 4"WIDE, 6 & DEEPER No. 1
BEAMS, PURLINS OVER4"WIDE No. 1
SUBPURLINS 2" TO 4- WIDE, 6 & DEEPER No. 1
LEDGERS No.2
STUDS 2" x 4' OR 3" xV' STUDS
STUDS 2" x 6' No. 1
POSTS 5" x 5"AND LARGER No. 1
SILLS, PLATES AND BLOCKING No.2
4.- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" OF
GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED
TO THE FOUNDATION WITH 5187 DIAMETER x 10' LONG BOLTS AT 48" ON CENTER 12"
MINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED.
5.- STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE
WALL WITH 5/8" ANCHOR BOLTS AT 24'0/C.
6.- ALL NON BEARING STUD WALLS, SHALL BE 2"x STU DS AT wo/c WITH 518" GYP. 86ARD
EACH SIDE, UNLESS OTHERWISE NOTED.
7.- ALL STUD WALLS SHALL HAVE FULL HEIGHT I' x 6" DIAGONAL LEFT -IN BRACES AT
ENDS AT INTERVALS NOT EXCEEDING 25 FEET O/C 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 10' HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT
SUPPORTS.
10.- JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT
INTERVALS OF &WHERE JOISTS ARE 2" x 12" OR DEEPER.
II.- MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
2`x4"@16`O/C UPTOI4'-0"
2"x6"@ 16" O/C UPT020'-O"
2" x 8" @ 16" O/C UP TO 26-0"
12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BE
ARING PARTITION WALLS.
13: BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1132" AND A MAXIMUM 1116'
LARGER THAN THE BOLT DIAMETER.
REINFORCING STEEL
I.- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS
FOLLOWS:
FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES:
# 3 BAR AND SMALLER ASTM A- 615 GRADE 40
* 4 BAR AND LARGER ASTM A- 615 GRADE 60
2.- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
BENDING IN ACCORDANCE WITH AC 1-318-95.
3.- MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH
EXPOSED TO WEATHER
EXPOSED TO EARTH
2"
PILASTER, BEAM &COLUMN TIES
1 %
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 12'WICHEVER IS GREATER.
5-WELDED WIRE FABRIC SHALL CONFORMTOASTM A-185 AND 1-82
6,- ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-
95
7: ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC, SHALL BE SECURED
PLACE PRIOR TO PLACING ANYCONCRETE OR GROUT.
8.- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615
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 BOND TO THE
MORTAR.
11.- REINFORCEMENT THAT IS PARTIALLY EMBEDED 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 AND/OR 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 BYWCRSI.
14.-CLEARANCE BETWEEN PARALLEL BARS IN LAYER SHALL NOT BE LESS THAN VNOR
I BAR DIA NOR Ix MAX AGRAGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLYABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS 1
I
Joist to sill or girder, toe nail 3-8d
2
Bridging to joist, toe nail each end 2-8d
3
Vx 6" (25 mm X 152 mm) subfloor 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 m m) subfloor to joist or girder, blind and face nail 2-16d
6
Sole plate to joist or blocking, typical face nail 16d @ 16" o/c
p Sole plate to joist or blocking, at braced wall panels 3-16d er 16"
7
To plate to stud, end nail 2-16d
8
Stud to sole plate 4-8d, TOE NAIL, or 2-16d, END NAIL
9
Double studs, face nail 16d @ 24" o/C
10
Doubled top plates, typical face nail 11 6d @ 16" o/c
Doubled to plates, lap sglice 8-16d
11
Blockin2 between joists or rafters to to plate, toenail 3-8d
12
Rim joist to top plate, toenail 8d @ 6" o/c
13
To plates, laps and intersections, face nail 2-16d
14
Continuous header, two pieces 16d @ 16"' 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
ig
Rafters to platez toenail 3-8d
20
1" (25 mm brace to each stud and plate, face nail
12-8d
21
1" x 8" (25 mm x 203 mmsheating or less to each bearina, face nail 2-8d
22
Wider than 1" x 6" (25 mm x 152 mm sheating to each bearing, face ni 3-8d
231BUilt-Up
corner studs 16d 24!' o/c
24
Built-up girder and beams
20d @ 32" o/c top and bottom and
staggered 2-20d @ ends and @ each splice
25,2"
Planks 2-16d EACH BEARING
SHEAR WALL SCHEDULE 1997 U.B.0
SILL BOLTING
MARK
WALL TYPE
ALLOWABLE
EXTERIOR
INTERIOR
SILL NAILING
SHEAR
WALLS
WALLS
UPPER
I
I
STORIES
7/8" STUCCO OVER PAPER BACKED LAT W116 GA STAPLES 0_ 6" OIC @TOP & BOTTOM
PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No, 1823, FEB, 1973) OR (ICBO
180 PLF
5/8 @ 55" OIC
518 @ 55" 0/0
16d @ 8" OIC
No. 1318, FEB, 1973) OR ( ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW
318" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 6" O/C @ EDGES & 12` O/C FIELD
260 PLF
518 @ 38` OIC
518 @ 38" OIC
16d @ 6" O/C
(TABLE 23-11-1-1 U.B.C.) NOTE 1,9,10 &11 BELOW
3/8" PLYWD SRUCT It OR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" O/C FIELD
350 PLF
5/8 @ 26" OIC
518 @ 26" OIC
16d Q 4" OIC
(TABLE 23-11-1-1 U.B.C.) NOTE 1, 6, 9, 10 & 11 BELOW
3/811 PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" O/C FIELD
380 PLF
5/8 @ 26" 01C
518 @ 26" OIC
16d @ 4" O/C
(TABLE 23-11-1-1 U.B.C.) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
—
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 3" O/C @ EDGES & 12" O/C FIELD
490 PLF
5/8 @ 20" OIC
518 @ 20" O/C
16d @ 3
(TABLE 23-11-1-1 U.B.C.) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
1/2" OIC
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 2" O/C @ EDGES & 12" O/C FIELD
610 PLF
518 @ 16` OIC
518 @ 16" O/C
16d 0 2
(TABLE 23-11-1-1 U.B.C.) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
I
112" O/C
I
lz1/2
�
STRUCT (PLYWD WITH 10d NAILS @ 2" O/C @ EDGES & 12" OIC FIELD
870 PLF
3/4 @ 16" O/C
314 @ 16" OIC
N/A
OVER 3X STUDS TABLE 23-11-1-1 U.B.C.) NOTE 14 3,51 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 SHEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. (I.E. HALF THE OIC SPACING)
3.- USE 3 x PRESSU RE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY
4,- PAPER BACKED SELF FURRING 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
7.- ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 5/8" x 10" A.B.'s C 48" O/C UNLESS OTHERWISE NOTED ON PLANS
8.-ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7132" SHOT PINS @ = O/C & 48" OIC RESPECTIVELY: I.E. OZARK# H-67 ICBO REPORT 1280, MAY 1987
9.- USE 2 1/2 x 2 1/2" x 3116'PLATE WASHERS
10,- USE CDX CC OR STD SHTG IN LIEU OF SRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES.
11,-AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICBO # 1372 MIN EMBED 7 1/7'
12.- USE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL SHEARWALLS U.O.N.
13.- AT FLOOR LEVELS USE SOLID BLOCKING AT PERPENDICULAR SH EARWALLS 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,
Plywood Sheating
2- 16d ea 2" x 4"
2 x BIk'g @ 48" o1c First Bay Only
2" x 4" Cont. Blocking w/ 16d
@ 8" or A-35 @ 32" o1c
10
ST 2115 @ 48- Q(C
IN LIEU OF 2" x 4" TIES
2"x 4" TIES @48"otc
2 x R.R.
2" x FULL'
DEPTH
BLOCKING
C.J./ TIE PER PLAN w/ R-30
INSUL wl (4) 16d @ 49'otc MIN.
TO R.R.
2 x Blockii
all
V x 6" Starter Board (Shiplap)
2" x 4" Flat lookout @ 32" ote Notch into
First Rafter
E.N. 2- 2" x 4" Dbl Top Plate
2" x 4" Studs @ 16" ofe w/ R - 13 Insul
2 X RIDGE BOARD
INSUL
SIMP. A-35 @ 16" o/c
WALL FINISH PER PLAN
BEAM PER PLAN
2 x Rafter "California" Framed
ROOF SHTG PER PLAN
R.R. PER PLAN
2" x 4" Studs @ 16" o/c w/ R-13 Insul
/ (Exterior) (Typ)
Exterior Finish
Interior Finish
2"x 4" P.T. Mudsill w/ %'x 10" L. A. B. &
'Mudscreed w/ 2" x 2" x 3/16"
washers (Typ)
WEEP SCREED
6" min.
12" min .. 3.
T......
Exterior Finish
O
12"
+
3Y2" Th Concret Slab
6 mm. Vapor Barrier & 2" of
Compacted Earth
# 4 Rebar Top & Bot.
2" x 4" Studs @ 16" o/c
Interior Finish
2" x 41" P.T. Mudsill w/ %" x 12" L. A. B. &
Mudscreed wl 2" x 2"x %6* washers (Typ)
# 4 Rebar Dowell @ 24" o/c @ 2 Pour Option
4" Th Concret Slab
<
6" min
0_7
12" min. L
W mi?--
Coild Joint @ 2- Pour Option \,--_
12'
--- 6 mm. Vapor Barrier
Compacted EaM
Location of top Reinf. @ 2 Por Option
1 min # 4 Reber Top & Bot. See Plan
ROOF SHTG
31/7
SCHEDULE
TYPE
SSTB*
SSTB #
CAPACITY wl
1-POUR
2-POUF
4 x 4 min.
Post per plan
2"x Stud Filler
PHD2-
16
20
3,610
(4 x min)
SDS3
i
i
HD2A
1 16
20
2,775
Fasteners per man[.
HTT16
16
20
3,480
2 x R.R.
Simp Holdown
HD5A
16
20
4,010PHD5A-
per plan (PHD
hown)
SDS3
20
24
4,600
HTT22
24_
-
5,175
PHD6-
SDS3
28
34
5,860
HD8A
28
34
5,105
0 \2x, 2-2x
HD8A
28
34 1
7,460
1
Simpson or 3 x per plan
H010A
28
34 1
9,540
f Mill
SSTB
F—HDQ8-
Per Schedule
SDS3
28
34
8,325
Note: Concret Stem Walls shall be:
Note: For Raised Foundation use SSTB for two pour system
6" min widht for %" diam Anchors
and extend bolt beyond sill
plate above floor sheeting or use
8" min widht for 3/8" diam Anchors
Simp. CNW Coupler
for Bolt Extension.
3
8" min for cone block
NOTE: In Lieu of 2 x Blocking nail 2 x Shaped wl 2-16d ea Rafter
PLYWOOD SHEATING PER PLAN
R.R. or. R.J PER PLAN
2" x BLOCKING @ 48" o1c
FIRST BAY ONLY
2. x 4" BLOCKI ING w/ 16d @ 8" o/c
or A-35 (a) 24" o/c
SHEAR WALL @ CRIPPLE WALL
WALL FINISH PER PLAN
2" x SHAPED w/ 16d @ 16" o/c
1 (E)2xBLWG 2 A- 35 @ 24- o/c
wt 16d @ 6- o/c
CALIFORNIA FRAMING
I* i�t�ilTClil71)w
UP
PHD or HD PER PLAN &
SIMPSON CATALOG 4 x 4 POST MIN,
DRILL HOLES Y16" LARGER EXIST OR
THAN BOLT DIAM. NEW SILL
PLATE
EXISTING FCC
THREADED ROD w/ EPDXY I.C.B.O.
# 5279 CITY OF L.A. R.R. # 25279 w/
SPECIAL INSPECTION
Notes:
1.- Concrete= fc=2,000 P.S.I. min.
2.-For Raised Floor, use Longer Bolts to extend
above Floor sheating
SCHEDULE
TYPE
"D"
THRD ROD
(diam)
Allow Tensile
Load
(See Note 1)
PHD2-
SDS3
12"
3,610
HD2A
12"
2,775
HTT16
TO—
6
3,480
HD5A
12"
4,010
PHD5A-
SDS3
12"
4,685
HTT22
12"
5,250
PHD&
SDS3
16,
5,860
HD6A
16"
5,105
HD8A
is,
7,460
HDIOA
is,
9,540
HDQ8-
SDS3
is,
8,325
6" 18" min.
Existing Slab New Slab No special inspection is
required for epoxy in this
aplicaton
Drill miA diam hole fill w/ epoxy 4 Rebar Dowels @ Ir O/C
grout & insert dowell alternate; use
Y2" redheads & thrd'd rod Rebar Dowells same size
& spacing as footings
Drill Slant holes Y16" over dia of bar, Exisrg New Raised Floor
fill w/ epoxy grout7----------,6 24,, min,
...... ......
12
4
ro + +
A - 35 @ 16- o/c (Alt)
Y2" Drywall Int. wall & Ceiling
O
Roofing material o/ 15# Felt & Y2"
C.D.X., 24/0 Plywood
2" x Roof Rafters per plan
2" x Ceiling Joists per plan w/
R -30 Insul.
2" x Blocking wl 3-16d per block
5- 16d @ Rafter Tie
2- 2" x4" Double Top Plate
2" x 4" Studs @ 16" o1c w/ R-13
Insul (Exterior)
Exterior Finish
A;f "42
Owner:
Mr. Steve Koyama
Ph # 714 / 265 - 1773
Description of Job:
645 Sq. Ft.
I
Room Addition i
New Den Rm 1
&
New family Rm
& 76 Sq. Ft.
Garage Extension
CERTIFICATE OF COMPLIANCE: RE SIDENTIAL,Tjg_e, I Gf 3,t CF-1R
05
M) t�rto�
..........
Project e Date
lb E
�Pojl�
W ctA-,j (Sk
FY0j.eC,f_kddWk_LC> k. N�Unpfok 7114 16 -`1 21 auaawq pwnif;�
iTel KjCl)�ml`e,
^-Wk A v 0 Yi� U_
Compkame bdethod (Fackage;x Computer�7 clilwte Zone
GENERAL ]INFOWNUTION
Le _ Hn.gh tT�tal CowlitimdFlowArei ffCon4ftioneJ Slab Floor
Boal4mg T-�Tc aster e Fa=11. Addition
(Cht,ck me ox n1me) lklultl-Fami�v
Root Orientation: 1 vloi6
and ane,
Nuniberof Dv�;elliug T_1n;,t113,.
Floor Caustrurtoa Ty pe- OPE;�Lld F toor em a- bwkt
RADIANT BARRIER "e wed in _L=ate zongs 14- 8- In Requirej for this -submiffal yv,
BUILDING ENVELOPE INSUL ATION
Conip-inent
Type
Fn me Type
-wd =
GtI = steel
-,r,
jusul'ition
F—Is'ahle
Sheathing
lasulation
K-Value
Tc�tal R-
Value'
A,semhl
U-F
LocationiCommeats
(aftk, gwase� e'm)
Wall
v.
Wall
Rzof
AITE
F-ocif
Flo§_7,r
Slab Edge
'For pKtcr-i amahazm Tond RAN11w zndA-.-.eMt1Y U-Fatror aremo� Lemn-ed for a womd-h-amedgu4U. rInt mgen gg-, R-rk_le,
ingulatiomMunett ent 14m the PEggi�e Package
-
FENESTR_,kT10.N
.Shwhtigr Devices
Feve%�tmfiou
, T-yT,e,`Pos.
Otien-
Ultion
Asea
1.
Fenestration
13-Factor
1enestuniou
:SHW
Extefiof
slindt--ig Att.
G%wbang�,/
Ffirs
tSU
_3
Left
Left
Reaf
squ
Rear
Righ-T
RiOW:
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page. 2 of 3) CF-1R
IK' b h r1h, -S N D P vr L a IJ 0'2� 0 C5
—
Pmject Title Date
Note: hiput hydrontc x oembmedhydro uc data uuder�V:atterHepnmg Sy� mn, e&W,De#p Headkg Load.,
Dimibunofi
HeatiLag Equipment 1-1illimim T.Te and Duct c. r Heat Pump
Type SA—m-, hcat Effftcienc-y Location. pipmg Themmtst coaft-gunt,011
A-(AM or.HSPF: sir att. c:'< RNalue Dfve EL—
WptLL w i i.L k LT. 10 IF 4-
CoQ1U.g Equipmert Wimmum Duct Heat p1mip
Type .,aix =pAmmen, Efficienry� Location Dixt Thermostat couf4vra-tim
R-Vale ue T11, e
SEALED DUCTS and TX for
D Sealed Dvd,,al~ c:,,imate zonr�',-;
(hwauertsstmg Ind awfizmicm Amd
2 TXVs, teadin, awmisite(c.,ueZla- zamas 2 anA &D onlyl
Refrigerant ChatzeAir Rtwv <c.gumnts nmw- Ima-SR-1 S arily)
aud. ce2twlkm- m, aFEF,5 Fmex w figivedfkalias mqkkueed)
OR
Altftraiive to SeWed Duzv; =dTXVs 1'�ee Pac U-ge 1C of D Alsemalive Package FL-ame-, b!r Pro�:fect Climate Zone)
clulw,te zute ',.Windmw SHGC 'WiII&DW U-Facvx SEEIR Heatiug
X-VATER HEATING S'1r*,_-,TE.MS
Elnern" Eytemal
Rated, Twk Factoar TarAc.
)
Water Reate,- Di5tributic4i Number Input fkW CApaciry Rec-os.-e2-y Standb' lusulatiar,
T= T8-ge La �ygem frna=� Efficiemy Lpsa ( % I R-Vzlue
L For -wnla $zm stw,-ap- an;lgs:-, &,an or pqnn! CI'm-ric an"i lint Fanpwatet list Else l��g
Fww Lzt Ra d Ii stt, ha u e Bffive=*> and Smmdbi L-ms.
Marriers (-:4---e tn'(4211ation requim, -tkent,&, f0f radimit starrief', in Section 8_13 of the,200IRemdenfial Xklaninl)_
PackmgeCtherwal mass =,rhetmal mar,styj*. cwrey
(U U W1 "01 9-A PLAI,, qka"44L- EILCV.SP(h-fofo.656aLV_r
Compliance Forms Aug, ust 2TO 1 A-3
INIA]NDATORY MEX;�. S CHECKLIST: RESIDENTUL Fa�e i of z TNIF-1R INIF-IR
iubject to qx- Smadarch maw cnawair, flwse M. eavmm,� mgwtv6less of lie crsn�, p1anci-t a�Troaoh
lte= mnoked ivith ra asewk (") may b� mare -*trinpw. camplum --,e hstied On the cexb ate of
C,-.wpaiance. 111ea di�� cyea lh:-a. i'� zkx�m�,at>, ffie smhue,, nute�d �Iwu be by an, pwde�. Lis
lumnam CMpontut P-_-fbMU=e spedficadmn &r t•hemandmory meames whe6er they are shown elsewhere in thp dosciunenm
Itatnictton's"', (Zheckor taitial applicable boxeswhen complewd orenter;X(Aif not applicable,
D PS C
DESIGINTER
ENTORCENIE-INT
Building Ealvelope MT
19;tb�: Lwase ®R inuihfica, =,_zdamuzei'hb41P_4Y.'FrVih1-_
Gziu Ccefficma �ISHGQ, and U61-d'mm
3.E"
I 50(glj: Vazm, baniems mm3s6^u my iu Ck2mte_ Zm�_.14 and 16,ldy�
I VYft Sperial infi[trat-on b3-6K- imtAW tl wnp%m nath S I I yapets "palftsAmM. IT&-,
1, Nf�� ;nld fwfum-bul It hava 7
1" ous " = imak a wi& =u},sQr =& •--on-tol
a•F . dm4mmaz co=o4
1 NO wilumaw btumnazg;;m� pilot ligsbt� Oomn,-&,
Space Condidoning, Water Heatfug and Plumbing System Measures,
seeuach aml=,Ltza 'm a-Rapp-1k:Na ae36ny-am&M vX1, �Z, e ar"
Pipe mdlmas hmaisjfio-_
�,kmav- za';t v,,atet heAte�-_ ra-ted verb =Bieigi Fa;_,tw, lew t�m US nwirff be "a-mmmulk-, ATapped in&
iwdafiaal aal;w al i1W*2.fled tb#%=,j1 gm-afA-r.
1 list 5tast of pw, or pea-mA
3, BadmW twAs &%- ;okn wUrzize w1m,m
s,t?-mx1.b)-,tjafim M+ R- 16 tzrrh'naa imvabfim
4, A-1 buied'n e?4m C-1 kipizp, imadated k Teciumdating wkeT 4yw air
c&,01in ,g nkm xplm beilzW 551 ymvdatea.
6- PiPiug iasllged b--"- ft-ah�w��E. sMWIZA Md ia&-ed 1W IN-A&K-01-k
CERTIFICATE OF COMPLIANCE. RESIDENTIAL (Page 3 of 3) CF-IR
F 1R
Prcjnt Title afe
C0'.N1PLL%.N,'CE STATEMENT
'Ms ceftficateof compliance hsts the biuldwg features and perfbm-mce specifications neeeled to CCQVIY W-1th
Title 24, Plaf ts I md 6 of ffie California Code, of RegWations, arA tbt admimitraiti vv wgulations t,,, invlenlent
t1hem V1gib certificnthaspia eensi s rert c gned hy, t1he indivi&W -,vith civerall design re-sponsibility. When thi, - ifi ate
of for as4gle btuildmig Phn to be. lit idt'llitulAtiple aon-& an, 7 a&-ig kattzeffi-at fic-Tte
M -1 el thk
Vs vwied is lrklcated tlx ',Special FeawrvvRemwks secuan. Tlx tu -igned ft t coniphailce'Llsit,44
draw � azing and reqmres iv5W1cf testing and Eertifiration anid field v�ficafion by mWproved HER'S
rateT.
Designer or Owner (per Rmsme�,i:� -md haferssiew Codell Docum*RtafiGn Authar
t;MOLI
Name- tl4eu A- AliAPA-
Title "Ffim TvkTam, D
Addme,l rL LA to tr I 1 i I lVbAe.CLAB PC I
SNOTA A -NA, C4 (�AgAW &�aoue, a 12841
L-1 1- 3
t4
Lie_ #:
(date, 4:�=g-qw
at
2A )k
Enforcement Agency
Name:
Tide:
4�
Gafyipfianm F*mis Atjguwt 2001 A-4
X'Li-NNI)ATORYMEASURES CHECKLIST: RESIDENNTIAL (P NIF _Ta JR
Note, Lvivrise msiAentW'hwl&n�,�:s qtbject -ba the, standard� mwst --aura'thesememraes mg --then off: e_- ee U xmach uce&
be= ninked wil an avewl (�) may be sapemded by wa-e-,Ayinggent Qculphance -,eqlrue ukent,� Usted = tLe Cetdficate of
r
Ininnu= romponeut perfmamee -spedfica:dm fbT the nmdarcr� mwsma wheffiexfliey m �h� the m fat doax=ft
�U on this dodh5t cull,
Instninom: Check or Illutip" apphcable boxes when completed or enter NA if not aprphcable.
DESC
DESIGNTR`
ENTORCEMEN'T
Space CGtidftioning, Water Heating mid Plumbing SystejuNfeasure= (muflnue4)
ant; ami Fam
LA]Idnxt
in
c-ma=mBd Tacp_ 01P �--, shill be nealeiYoffi, mas�=_ vp, awmai kw 06a Axt-dwze wv*=
TUL 191, tL lQk ,- L M I SIB. If mmtic or we i�, w. A to �—;ed
ps pe*�r t,,,m 14 mch, &LA cambwafim of mz-ft_wz1 A-ea-f mpml m, �qm *700'e.
t=Itles da Wt t* -=!d f x ow, e��g wn"I'tc-'ed ma,.: n1w, md --mm Of &= sptam �Md ffieff
zmvionzut-, net be zelka vnkh L. ba_-k r.S�i&M a&, ezii*, i,_-t tape,- =&_= nmh tape kr in
comhaa-6*f8a3=5fic and 1-awkmdt,
pxt pbtom=S i�r hnuLem,md p4m3Et- &fms-& or
4her dua,k2dod _b,ekmptaL &�& bmA cy eamWa d-nd -,hali nd be mo-d 4br em. vayiug c=,&fimed
2z ma aalppmt pl=bmns May zwtm dw_�� D=,_ i=wled n m� me -mv,"'t
plat&= All UC't'bA- wmgtezed to m area of t�dua-',
4, Enimtstfan Ynte= bad-., &A or alro=fie dapp-sm
lwumal]�,y
61 Rete�.fim ot in=1at6n, be jxitrved *vn, damza,,-z-_ indudiz,, t _A d1z du u vuloiga
equipnRat =.weam-ce, m4vmid. but mot Ei� t� the Mcoving, laszi3attoa cTce-w- to
31el6e„ dmu t,-- mk_kle &r e.g., W� otecbtd-. byalmilza-a- ..�93£$i.plinba umpa_-.
cdkinknam immiawa Lhall be: pmae�ed rA�v3'.-Cwpakied with a coatmg 6mi-4
eOL&A Spa HeAang mm a-d E- mmt
S, cein 'mmy" 0a ataL -6 -Sy'sum s iifizi-x th, 78% 6--u2Ja effic, . -ZEm lh,wsa opmfowaln— 'ta-Z6,W, W
dwtw rp6m_ a,_-e heating md ac. it light
2, Sy q�-em h, imtihed -m�z
a, At k;,d M,` �1'pips bths filf.e.- a, -A hsller im, fimmewk heding.
b. Cave- imoubl"r pociv M-owdoor rsp ai.
3, Pool ;,yst m 1w; ill�det,,, al -A a r Lnmfifim 11=4-1 twu, -wltc L
I 15: Gx s.+ffied retstfzl f ialxtzes, pl el lleicsas Va lm-zlem or 1�waseihdd lm� w
tm6ainmmly b=iU'!pbzhgW+. (Exzepdopl:lqm_�Jwtdcal ccinc gapphxnz-�-, W-Ahplot' :c 150 Pt
IS (f 'al Me 6
Lighthig Wasvres:,
154,; ')1.:: Lznilire -, fvrg.eaeuil likl3fiagl im klehem ...all Live' w ith m efTkazy *f :a`vzx t
,u gm&L-� fey gaifaAl hgh1mg, mkachew, Mii:i IkkLl be cwwAled by a -4-mkh ass a �7e,164
acce,,dWe b-- L=a°YMazl at'an. ew--mva, to ffie krghea
',ith 11 UV s '-d & a ra
zi AIF-IR
Compliance Forms, August 2001 A-6
ArS
A�4
W 51�# - i 1 �01 T
11111 Barclay Dr.
A-Dt. 1
Nne *0-9162
GJk1wiL(,'rove, Ca
N
•
Mr. Steve Koyama
Ph # 714 / 265 - 1773
Description of Job:
645 Sq. Ft.
Room Addition
New Den Rm
New family Rm
& 76 Sq. Ft.
Garage Extension
Sheet:
T�24