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Subject To The F oijovrving Approvals:
Planning D.;,pairtment
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Grading Permit
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PLOT PLAN SC= 1/8"= V-0i"
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SANTA ANA POLICE DEPARTMENT
RESIDENTIAL SECURITY REQUIREMENTS
1, Exterior swinging door must be solid core, 1-3/4" thick or with panels 9/16" thick. (8-21 0,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-
21 0,C) - 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. (8-21 0,F)
6. Hinges for out -swinging doors must have non -removable pins. (8-210,G)
7. Strike plates must be 3-1/2" long, secured to the jamb with screws 2-1/2" in length. (8-21 0,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)
12. Exterior walkways, passageways within multiple dwelling complexes must be provided with .25-foot
candle of light. (8-21 0,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 5/16" 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)
N sc
24 X 36 PRINTED ON NO, 1000H 0LFARPRtNTm
P_L.
NOTES
1. ASPHALTH SHINGLE CLASS 'B' OR BETTER
OVER # 15 FELT UNDERLAYMENT, TO MATCH
2. 2 x FASCIA TO MATCH (E) S.F. R.
3. STUCCO OVER APPROVE D LATHE & BUILDING
PAPER - COLOR BY OWNER, TO MATCH (E)
4ROOF OVERHANG TO MATCH (E) S.F.R.
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FOUNDATION PLAN sc= 1/411= 19-099
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SECTION A SC= 114"= V-V
ROOF SHEATING
2410 INDEX PLYWOOD Wl 8d COMMON NAILS
@ 6" ENIBN . 8d @ lZ" o1c FIELD. PROVIDE ROOF RADIAl
B R IER PER T-24 T PLPlilA1*D tJlJVF'_?_Rl*)iF=
Nol B I a I
S.F.R. W/ 9 16 FELT LJNDE;�
m
a 4, t4t �yr -f
a r q-afZ'q'\J'(4J s"_S
f-sl (9
ROOF FRAMYG PLAN SC= 1/4"= 19-019
v
Its 6
xi
IT D
\4 A,
k—A
f,.) T- T�'u' T'id
CA A
15- E %o o"T 10 N B SC= 1/4"= V-0"
I
Sheet
SMI
vgm qw, MUM
NEW EXISTING
STRAP PER PLAN
BREA
O)(-X
EQ. EQ,
2-2'XTOPPL EXST'G 2 - 2"X TOP PL
4 X BLIVG TO RECEIVE.
STRAP NAILING
z
SEMI DROP BEAM PER PLAN
TRAP PER PLAN
�4 X POST wt SIMP EPC
SHEAR WALL SCHEDULE 1997 U.B.0
SILL BOLTING
ALLOWABLE
EXTERIOR
INTERIOR
SILL NAILINGUPPER
MARK
WALL TYPE
SHEAR
WALLS
WALLS
STORIES
OVER PAPER BACKED LAT W11 6 GA STAPLES @ 6" OIC @TOP & BOTTOM
A7/8"STUCCO
PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No. 1823, FEB, 1973) OR (ICBO
180 PLF
5t8 @ 55" OIC
518 @ 55" DID
16d @ WO/C
No. 1318, FEB, 1973) OR (ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW
I
3 PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 6" OIC @ EDGES & 17 OIC FIELD
'BZ
260 PLF
518 @ 38'O/C
5/8 @ 38'O1C
16d @ 6" OIC
ABLE 23 .) NOTE 1,9,10 & 11 BELOW
U�BC
30PLYWD SRUCT It OR STD SHTG WITH Bd NAILS @ 4" 01C @ EDGES & 12" OIC FIELD
350 PLF
5/8 @ 26" O/C
518 @ 26" OIC
16d @ 4" O/C
I(TABLE 23-11-1-1 U.B.C. ) NOTE 1, 6,9, 10 & 11 BELOW
I316" PLYWD SRUCT It OR STD SHTG WITH 8d NAILS @ 4" OIC @ EDGES & 12" DID FIELD
380 PLF
518 @ 26" 01C
518 @ 26" OIC
16d @ 4" O/C
(TABLE 23-11-1-1 U.B.C.) NOTE 1, 3, 56, 9, 10 & 11 BELOW
I WITH 8d NAILS @ 3" 01C @ EDGES & I Z'O/C FIELD
1318, PLYWD.SRUCT,11.=SH, SHTG
490 PLF
5/8 @ 2o,, oic
518 @ 2W OIC
16d @ 3
1.1 U B 3
(TABLE 23 5, 1 0 & 11 BELOW
112" OIC
3/8 R T It OR STD SHTG WITH 8d NAILS @ 2" OIC @ EDGES & 12' OIC FIELD
' W U
610 PLF
&8@1e,o/c
5t8@i6,,oic
16d @ 2
112I4/C
9,1
EILL23011 IS UCS C,)NtOTE 1 3 5 6, 0 &11 BELOW
I
112" STRUCT IPLYWD WITH 10d NAILS @ 2" O/C @ EDGES & 12" OIC FIELD
870 PLF
3/4@16'0/C
314@16'01C
NIA
OVER 3XSTUDSfrABLZ 23-11-1-1 U.B.Cj NOTE 1. & & 6, 9. 10& 11 BELOW
NOTES:
1: ALL EDGES OF PLYWOOD SHEARWALLS MUST 85 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 01C SPACING)
3- USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATION(FIRST FLOOR ONLY
4.- PAPER BACKED SELF FURRING EXPANDED METAL LATH TCBO 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 AWALL AND NAIL SPACING IS LESS THAN 6" OIC 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 SN'x 19'A.B.'s @ 48YO/C UNLESS OTHERWISE NOTED ON PLANS
8.- ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7132" SHOT PINS § 32" 0/0 & 48" O/C RESPECTIVELY! LE, OZARK 9 H-67 ICBO REPORT 1280, MAY 1987
9.. USE 2 1t2 x 2 1/21 x 3/16' PLATE WASHERS
10.- USE CDX CC 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 WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICBO 9 1372 MIN EMBED 7 V2`
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.
STRUCTURAL NOTES
CONCRETE
GRADE
JOIST, PURLINS Z'T04"WIDE, 6& DEEPER No. I
BEAMS, PURLINS OVER VWIDE No, I
1.- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
SUBPURLINS 2" TO 4" WIDE, 6 & DEEPER No, 1
TYPE (150 'CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING To
LEDGERS No. 2
ASTM C-33 WITH PROVEN SHRINK AGE CHARACTERISITOS OF LESS THAN 0.05
STUDS 2" x 4" OR 3" x 4" STUDS
STUDS Z,xe " No. 1
2.- READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM
POSTS 5" x 5" AND LARGER No. 1
C-94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301.
SILLS, PLATES AND BLOCKING No. 2
3.- CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR SLOW ALKALL
4,- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 4W OF
CONFORMING TO ASTM C-150.
GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED
TO THE FOUNDATION WITH 518" DIAMETER x 10" LONG BOLTS AT 48" ON CENTER 12'
4.- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
MINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED,
FOOTINGS 2,500 PSI
5,- STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE
SLAB OR GRADE 2,500 PSI
WALL WITH 5/8" ANCHOR BOLTS AT 24"01C.
SIDEWALKS 2,000 PSI
6.-ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16" OIC WITH 519'GYP. BOARD
5.- MAXIMUM SLUMP SHALL NOT EXCEED 4".
EACH SIDE, UNLESS OTHERWISE NOTED.
6.- CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
7,- ALL STUD WALLS SHALL HAVE FULL HEIGHT 1" x 6" DIAGONAL LEFT -IN BRACES AT
AFTER PLACEMENT, ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
ENDS AT INTERVALS NOT EXCEEDING 25 FEET O/C UNLESS OTHERWISE NOTED ON
PERFORMANCE CAN BE ASSURED.
PLANS, BRACES SHALL COVER A MINIMUM OF SIX STUD SPACES.
7-- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE
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
9,- FIRE BLOCKING 2" x I % ' THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND
CLEANOUT AND INSPECTION,
FLOOR LEVELS AT EACH 19 HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT
SUPPORTS.
S.- VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26.
10- JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT
INTERVALS OF & WHERE JOISTS ARE 2" x 12" OR DEEPER.
S.- EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH % -
CHAMFERS UNLESS DETAILED OTHERWISE.
11.- MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
Z'x 4" @ 16" OIC UP TO 1'
10.- CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO
Z'x 6'@ 16" O/C UP TO 20'-0"
THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK.
2"x IT'@ 16" O/C UP TO 26.0"
11.- NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 * F.
12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
12.- WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
13,- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1132" AND A MAXIMUM 1116"
LARGER THAN THE BOLT DIAMETER.
PLYWOODREINFORCING
STEEL
I.- PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND SHALL BE STAMPED
WITH THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED
I,- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS
OTHERWISE ON THE PLANS,
FOLLOWS:
FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES;
2.- EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SO, FT_ WITH A MINIMUM DIMENSION
# 3 BAR AND SMALLER ASTM A- 615 GRADE 40
OF 2 FEET.
# 4 BAR AND LARGER ASTM A- 615 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-305 AND
AND APPROVED BEFORE COVERING.
BENDING IN ACCORDANCE WITH ACI-318-95.
FOUNDATION NOTES
3.- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR:
(EXCEPT AS NOTED OTHERWISE)
I.- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOIL BEARING
NOT EXPOSED TO WEATHER OR EARTH V
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
EXPOSED TO WEATHER
EXPOSED TO EARTH 2"
CONTINUOUS FOOTING 1,000 P.S.F.
PILASTER, BEAM & COLUMN TIES 1 y
ISOLATED FOOTING 1,000 P.S.F.
FORMED FOOTING AND WALL EXPOSED TO EARTH 2'
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 17WICHEVER IS GREATER.
3.- ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS
5.- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82.
OTHERWISE NOTED.
4.- FINISH FLOOR (F.9 EXCAVATION SHALL BE AS NOTED ON GRADING PLANS.
6.- ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-
95
5.- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT
7,-ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC, SHALL BE SECURED
PROPERTY STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL,
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT.
STATE AND LOCAL SAFETY ORDINANCES-
ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615
6,. ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
GRADE60.
AND/OR SHEDULES.
9,- ALL REINFORCING BAR SENDS SHALL 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 WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE
8.- ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS
MORTAR.
SHALL BE REMOVED AND RELOCATED.
11 -- REINFORCEMENT THAT IS PARTIALLY EMBEDED 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
FOOTING (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2
WRITTEN APPROVAL OF THE ENGINEER OF RECORD.
HORIZONTAL TO I 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 ANDIOR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED,
10.- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
PROVIDE CLASS'C' SPLICE PER SCHEDULE, ALL SPLICE LOCATIONS SHALL BE CLEARLY
POSSIBLE VARYING SUBSURFACE CONDITIONS.
SHOWN ON SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
FABRICATION.
LUMBER
13.- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSI,
I,- ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO
DIVISION 23 (2001 C.&C),
14,- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN V NOR
I BAR DIA NOR I x MAX AGRAGATE SIZE.
2,- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO, UNLESS OTHERWISE NOTED.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS 1".
2 x Blk'9 w/ 16d @ 8" o/c
to ledger Typ
Wall finish per plan
2 x Ledger w/ 3-16d @ ea Stud
I E.N.
2x Ledger
Simpson TS9 @ 48" o/c B. Roof sheating
E.N.
2 x Studs 0 16" o1c R.R.
2 x Bik'q
Cont Shear panel w/ b1kg and
E.N. @ plywood shearwall only
2 x Rafter "California" framed
Plywood sheating per
Rafters I X 1\
NOTE: In Lieu of 2 x Blocking nail 2 x Shaped
w/ 2-16d Each Rafter
2 x Cont "Shaped" w/
16d @ 6" o/c
ipson
I
Remove (E) 2 x BIWg &
Stud wall as required
2x4S
@ 16"
4 x Blkg
Simpson CS 16 X W-O"
Long w/ 10d @ 3" o/c
(STAGG)
LTP4 @ %36 ()E Dbl Top Pla
32" c
4 x 4 vert. W1 16d @ 12" o/c
x 8 Post w/ ECC
113 1
4 x 4 Post
3 1/2" x P.S.L. See Plan
CS 16 X 6'-6" LG W/ 16d @
3" o/c (Stagg) Attach
Beam before erection
4 x 4 Post w/ EPC
(14
kl�
2 x 4 vert. W/
6d
12" o1c
(E) Dbl Top Plate
(E) Studwall
I
Ian
E.N. To Blocking
SECTION
(E.S.) of Strap)
x Blocking
CS16 STRAP
Shearwall per plan
14 x Blocking
Simp CS1 6 (See Note)
SYM
w18d @ 4!'
01c (Typ T&S
Note: Plywood
at windows, C
shall be all
top only at
around
doors)
opening
(above &
Below)
It
4 x BIk`g @
Header OPNC.
_61. Min
r cont
cont to end o
shearwali
--window opwgs
Sill R (a)
mnnaow
opn*gsfi
12
Roofing Material o/ 16# Felt
4
& 1/2" CDX, 24/0 Plywood
2" x Roof Rafters per plan
B.N.
Alternate Loc 2 x Blk'g to
match Exist'g
Facia to match Exist'g or
E.N.
See Arch Detail
2" x Blocking w/ 16d @ 8"
Alt: use A36 @ 24"
2 - 2" x 4" Double Top Plate
2" x 4" Studs @ 16" o/c w/R-13
1/2" Drywall Int. Wall
Insul (Exterior)
Exterior Finish
wwwwww
2" x Ceiling Joists per pla
n
an
w/ 3-16d @_ end min I R 30 sul
, 'j4
2" x Blocking w/ 16d @ 811 o/c
Aft: use A-36 @ 24" o/c
1/2" Drywall Int. Wall & Ceil'g
Plywood sheating
per plan
2-16d Ea 2" x 4"
2 x Blk*g @ 48" o/cl
First bay only E.N
2" x 4" Cont. Blocking wf 16d @
8" o/c or A-36 @ 24" o/c
Wall finish per plan
W]
Roofing Material o/ 16# Felt
& 1/2" CDX, 24/0 Plywood
2" x Roof Rafters per plan
B.N.
Alternate Loc 2 x Blkg to
match Exist'g
Facia to match Exist'g or
See Arch Detail
2 - 2" x 4" Double Top Plate
2" x 4" Studs @ 16" o1c w/R-13
Insul (Exterior)
Exterior Finish
I" x 6" Starter Board (shiplap)
2" x iV'Flat Lookout @ 32"o/c Notch into
First Rafter
B. N.
—246d
Let in
2" x 41" 2 x Barge
E.N.
2 - 2" x 4" Dbl Top Plate
2" x 4"' Studs @ 16" o/c w/
R-13 Insul.
Exterior Finish
Stucco weep screed
E.N. E.N.
F.G. Or N.G.
6" minD 7"
I Z'Min (I Story) 9.
I S'Min (2 Story)
U
"-I—
Min (11 Story
1
2*'x 4" Studs @ 16" o/c w/ R-13 Insul (exterior)
Interior Finish
1" x 4" P.T. Mudsill w/ 6/8" x 10" L. A. B. &
Mudscreed w/ 2" x 2" x 3116" washers (Typ)
Reinf per plan
j 4" Th. Concret Slab
' 6 mm Vapor Barrier & 2" of Sand
Compacted Earth
4 Rebar Dowell Top & Bon.
Existing Slab New Slab
4"� 12"
J!"W.
Drill 9/16" min Mole fill w/
epoxy grout & insert dowell # 4 Rebar Dowels @c24" o/c
alternate: use 1/2" redheads No special inspection
& thrdd rod is required for epoxy in
this application
Rebar dowells same size
Drill Slant holes 1/16" over dia X ew spacing as footings
Dri
of bar fill w/ epoxy grout 6" 24" min
------------
----------- ----- -
-- — - — - — - — - — - — -
Post per plan
4 x min.
PAHD, MPAHD
or HPAHD per plan
see sched for
nailing !_t�
3
SCHEDULE
TYPE
NAILING
LOAD
PAHD42
8-15 d
1400#
WPAHD
10-16d
11840#
-bases on comer installation
------------------
:FEmbed 1 pour system
Embed 2 pour system
,st Min. W1 E.N.
PHD or HID per Plans &
Simpson Catalog
Drill Holes 1/16" Existing Footing
Larger than Bolt
Dia. Threaded Rod w/ Epoxy
I.C.B.O. # 4946 City of L.A.
R.R. @ 26186 w/ Special
Lj Inspection, Use ( ET 22)
Use Equivalent PHD U.N.O.
n4
Note: For Raised
Floor use Longer
Bolts to extend
above Floor
Sheating
Use Simpson Set Epoxy I.C.B.0- # ER 6279 or RR #25279
WON=
HDAOR
PHD
BOLT
DIA (IN.)
EDGE
(M) IN.
w(IN.)
_
EMBEDMENT
(IN.)
ALCO-W—ASLE TENSILE LOAD
CONCRETE COMPRESSION
P�- 2000 (ET22)
HD2A
64—
1- 34
6
12
2776
H06A
5/8
1-3/4
6
12
4010
HD6,8A
7/8
1-3/4
8
16
6100,7460
Wall finish per plan
(E) 2 x P.T. D.F. Add 618" Dialm epoxy
bolts to comply w/ sill bolting per S.W.
Schedule I.C.B.O. # 4946 W1 SPECIAL
INSPECTION Embed 7" min.
E.N.
41
7 ----------- ti
(E) Footing
Si{1/v
C4) �11
No C43205
Exp. 3131/06
3EVISIONS BY
0010
0
,0
1,4
oW,
ate
We
,awn
)b
Flimi CEO ON No, IMN Cj'UpPRINT0
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (i
L 6
Project Title 31 1
Project Addles
A, 91 ( 2-
D n Author TelepK
C', tE 4yt
Compliance Method (Package or Computer) Climate Zone
I of 3) F1CF-1R
I
Building Permit #
Plan Check I Date
Field Check I Date
Entorce—m-e7a Agun
GENERAL INFORMATION
Total Conditioned Floor Area fe Average Ceiling Height: ft
Conditioned Slab Floor Area
Building Type: ;Uingg�lbe Family Addition
(check one or more) Multi -Family Existing -Plus -Addition
rr
Front Orientation: �o South / East / West / All Orientations
(input front orientation in degrees from True North and circle one)
Number of Stories
Number of Dwelling Units: — I
Floor Construction Type: (�/Raised Floor (circle one or both)
RADIANT BARRIER LrMUired in climate zones 2. 4, 8-15) Required for this submittal _eycS no
BUILDING ENVELOPE INSULATION
Component
Type
Frame Type
wd = wood
stl = steel
Cavity
Insulation
R-Value
Sheathing
Insulation
R-Value
Total R-
Value'
Assembly
U-Factor'
Location/Comments
(attic, garage, typical, etc.)
Wall
2 l
7 15—
K LE use QE:? T W11i7
Wall
Roof
fa wly NTI C.
Roof
1Z .56
Ux
Floor
Floor
Slab Edge
r or escn nv om trance Dial K-YalUe and ASSeMbI-Fact r are not re iced for a woo d-ft=.ed wall that meets cavity R-value
insulation requirements for the Prescriptive Package.
FENESTRATION RAT N
Shadin or Devices
Fenestration
# e/Pos.
Orien-
tation
Area
fta
Fenestration
U-Factor
Fenestration
SHQC
Exterior
Shadin Att,
Overhangs/
Fins
Front
Front
\A�
Left
Left
Rear
8 q6
Rear
Rij,ht
Right
Skylight
Compliance Forms August 2001 A-2
KITS
L-0 �1
5 N D o % -t- t Ctj
Project Title
Date
HVAC SYSTEMS
Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design
Heating Load.
Distribution
Heating Equipment
Minimum
Type and
Duct or
Heat Pump
Type (furnace. beat
Efficiency
Location
Piping
Thermostat
Configuration
pump, etc-).
�AFTJE or HSPF)
(ducts, attic, etc.)
R-Value
Type
(split or paqkage)
101- Or
7-
ey, lG
N
Cooling Equipment
Minimum
Heat Pump
Duct
Type (air conditioner,
Efficiency
Location
Duct
Thermostat
Configuration
heat pump, evap. cooling)
(SEER)
{attic, etc,)
R-Value
Type
(split or package)
SEALED DUCTS and TXVs or Alternative Measures)
Seated Ducts (all climate zones)
(Installer testing and certification and HERS rater field verification required)
U TXVs, readily accessible (climate zones 2 and 8-15 only)
(Installer testing and certification and HERS Rater or field verification required)
Reffigerant Charge/Air Flow (climate zones 2 and 8-15 only)
(Installer testing and certification and HERS Rater or field verification required)
OR
Alternative to Sealed Ducts and TXVs (see Pack -age C or D Alternative Package Features for Project Climate Zone)
Climate Zone Window SHGC Window U-Factor SEER Heating
WATER HEATING SYSTEMS
Energy' External
Rated' Tank Factor or Tank
Water Heater Distribution Number Input (kW Capacity Recovery Standby' Insulation
Type Type in Svstem or Btulhr) (gallons) Efficiency Loss % R-Value
I. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and beat pump water heaters, list Energy
Factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss.
For instantaneous gas water heaters, list rated input and recovery efficiencies.
SPECIAL FEATURES Ladd extra sheets if necessarv). Package C and D- TXVs, Sealed Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 200 1 Residential Manual).
Package C: thermal Mass (thermal mass type, covering, thickness, and description).
9 2-4iq VA b I P, I t-N'fA CAL 0
Compliance Forms August 2001 A-3
Note- Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used.
Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of
Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as
minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
§150(a): TvhmmumRA?eZm g insulation.
7
§ 150(b): Loose fill insulation manufacturer's labeled R-Value.
§ 156(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-Factor in metal frame walls
Jdoss not app jy to exterior mass walls).
§150(d): Minimum R-13 raised floor insulation in framed floors.
§150(1): Slab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no
greater than 2.0 perm/inch.
§118: Insulation specified or installed meets insulation quality standards. Indicate type and form.
116-17: Fenestration Products, Exterior Doors, and InfiftrationtEx1iltration Controls
L Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field -fabricated) have label with certified U-Factor, certified Solar Heat
Gain. Coefficient (SHOC), and infiltration certification.
3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed.
§ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
§ 150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards.
§ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
L Masomy and factory -built fireplaces have:
a. Closeable metal or glass door
b. Outside air intake with damper and control
e. Flue damper and control
1 No continuous burning gas pilot lights allowed.
Space Conditioning, Water Heating and Plumbing System Measures:
§ 110-§ 113: RVAC equipment, water heaters, showerheads and faucets certified by the Commission.
§ 150(h): Heating and/or cooling toads calculated in accordance with ASHRAE, SNIACNA or ACCA.
§ 150(i). Setback thermostat on all applicable beating and/or cooling systems.
§ 150(i): Pipe and tank insulation
I . Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with
insulation having an installed thermal resistance of R- 12 or greater.
1 First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater)
3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R- 12
external insulation or R-16 combined internal/external insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water systems.
5. Cooling system piping below 55F insulated.
6. Piping insulated between heating source and indirect hot water tank.
Compliance Forms August 2001 A-5
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-IR
L_ C 4 a LI
Project Title Date
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance specifications needed to comply with
Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement
them. This certificate has been signed by the individual with overall design responsibility. When this certificate
of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that
is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using
duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS
rater.
Designer or Owner (per Business and Professions Code) Document 7*,�th V ,�
Name: Name:
Title/Firm: Title/Firm.
Address- u'.
Address:
- —AIJ LS —,
14—J 4-io
Telephone Telephone:
Lic.
c, r CN iL (J'
�_C_A _LL��
date} g.A (date)
t.,
Enforcement Agency
IName:
Title:
Agency:
Telephone:
(—date)
Compliance Forms August 2001 A-4
MANDATORY MEASURES CHECKLIST: RESIDENTIAL (page 2 of 2) MF-1R
Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used.
Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of
Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as
minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable
DESCRIPTION
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures: (continued)
§150(m): Ducts and Fans
1. All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601,
603, 604, and Standard 6-3; ducts insulated to a minimum installed level ofR-4,2 or enclosed entirely in
conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system
that meets the applicable requirements ofULl8l,ULl8lA,orULl8lB. If mastic or tape is used to seat
openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building
cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their
components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in
combination with mastic and drawbands.
2, Building cavities, support platforms for air handlers, and plenums defined or constructed with materials
other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned
air. Building cavities and support platforms may contain ducts, Ducts installed in cavities and support
platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts.
3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber
adhesive duct tapes unless such tape is used in combination with mastic and drawbands.
4. Exhaust fan systems have back draft or automatic dampers,
5, Gravity ventilating systems serving conditioned space have either automatic or readily accessible,
manually operated dampers.
6. Protection oflusulation. Insulation shall be protected from damage, including that due to sunlight,
moisture, equipment maintenance, and wind but not limited to the following: insulation exposed to
weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas,
or plastic cover. Cellular foarn insulation shall be protected as above or painted with a coating that is
water retardant and lo vides shielding from solar radiation that can cause degradation of the material.
114: Pool and Spa Heating Systems and Equipment.
1. System is certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no
electric resistance heating and no pilot light.
2. System is installed with:
a. At least 36" of pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spas,
3. Pool system has directional Wets and a circulation pump time switch.
§ 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no
continuously bp�m pil2LY&ht, (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr
§118 (f): Cool Roof material meet specified criteria
Lighting Measures:
§150(k)L.- Luminaires for general lighting in kitchens shall have lamps with an efficacy of4O I;7ens/watt
or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily
accessible lialitiff g control panel at an entrance to the kitchen.
§150(k)2.: Rooms with a shower or bathtub must have either at least one lumimaire with lamps with an
efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this
requirement allowed in § 150(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cover)
L_12=0ved.
k-,ompiiance t-orms
August 2001 A-6