HomeMy WebLinkAbout10151473.pdfPROPERTY LINE 54'_
ko
(E)
TWO CAR
03 I GARAGE
319.27 SQ,FT.
6yf W6U60RZ FOP,
ifotc-cil-o IV
f-zj- N (9 fz
h Lir t4-
1+ 0 u S C-
PROPOSED
ONE STORY ADDITION
ONE BED & BATH
EXTEND LIVING, AND RE-
CREATION FAMILY ROOM
732.16 SQ. FT.
ELECTRICAL PANEL
TO BE REMOVE
EXISTING ONE
STORY
SINGLE FAMILY
HOUSE: 3 BED
1 BATH, KITCHEN
LIVING & DININGROOM
1 231 SQ FT
4-0
me f
PROPERTY LINE 4 (71—
SIDEWALK
LANDSCAPE
(Do (Do 0 0 0 () 0
1 4 2 1 T 0
w-Go —7r
Li
Z
C.
-ROOF PLAN.
V-0*
AVE 41
PROJECT DESCRIPTION
WORK DESCRIPTION:
PROPOSED ONE STORY: ADDITION
1 BEDROOM & BATH EXTEND
LIVING, AND RECREATION FAMILY
ROOM A= 744.48 SQ FT.
PROJECT ADDRESS
1421 W TOLLIVER ST, SANTA ANA, CA, 92703
PROPERTY OWNER:
HERRERA RAMON RUIZ & RUIZ LETICIA
LEGAL DESCRIPTION:
PROPERTY ZONE= R 1
ASSESSOR'S ID. NUMBERS' 1109-342�-Cj
TRACT no 2325 LOT 92
LOT AREA- 6 033 SQ, FT,
BUILDING AREA
1 BEDROOM & BATH EXTEND LIVING
AND RECREATION FAMILY ROOM
ADQlTl0,N,. A=. 73 .2.1. FT
LOT COVERAGE
EXISTING DWELLING= 1231 SQ. FT.
EXISTING GARAGE= 319 SQ, FT.
TOTAL COVERED AREA 2 282.16 SQ. FT,
LOT % COVERED= 37.8 %
11
INDEX TO DRAWINGS
VICINITY MAP
1 ITE PLAN ROOF
Santa Ana, Califomia, United, States
S&
7
2. FLOOR PLAN & SECTION
31 EXTERIOR ELEVATIONS
4. FOUNDATION PLAN Nil Q-,,k�� EEEE,,""""_i
50 D-1 GENERAL NOTES
U
61 CF.IR, TITLE 24
L
<viI
"ll Tl'
�'Z
�tMENT5 WIL Df. PART 0 APPROVED P N5 FOR FULL
F R ED LA R
ALL Of THE FOLLOWING KF.OUII;,
COMPLIANCE,
2,500 P.5.1. 26 DAY5
CC NCR 5TRENGTH.
2, 5T5EL RF.INfORCEMF.NT: GRADE 40, DEFORMED.
3. LUMBER. U51f DOUGLA5 FIR, LARCH NO. 2 OR BETTER UNLf55 OTHERW151ff NOTED ON
FRAMING PLANS.
4, PROVIDE NEW 100 AMPERE ELECTRICAL 5f_KVICff (FIELD VffKIffY EX15TING 5f_KVICE IF,
AN ADDITION OR MODIff BACKUP UFER GROUND, PLEA5E CONTACT ED15ON FOR METER
I e lb LOCATION AND UNDERGROUND SERVICE IF REQUIRED.
tie al "-Y
5. ANY RECEPTICAL OUTLET WITHIN GI-C)" OF A WATER 5OURCE 5HALL 13E GROUND FAULT
(v INTERRUPTOR.,
G. RECEPTACLE:OUTLET5 5HALL. 5F_ 5PACED AT 121 0.
C.' MAXIMUM AND SHALL BE LOCATED
WITHIN GI OF DOOR OPF:NING5 (e.cj. CL05f-T DOOR51 etc.). AL50 EVERY 21 OR,
WIDER WALL5,
7. PROVIDE OUTDOOR RECEPTACLE OUTLET`5 WITH WEATHERPROOF COVER AND GROUND
FAULT CIRCUIT INTERRUPTER (GFCI).
5. PROVIDE H05E 5155 WITH NON-REMOVADLE 5ACKffLOW PKff-Vff-NTf-K AT REAR AND
5
FRONT OF DWELLING.
9. PROVIDE 5MOKE DETECTOR.5 (BATTERY OK) ADJACENT TO AND IN51DE tX15TING
DEDROOM5,
10. COMI' LY WITH THE FOLLOWING 5TATE ENERGY RI-GULATION5 (TITLE 24. STATE
CODE).
�
ALL SLIDING GLA55 WINDOWS SHALL E3ff CAULKED AND LA13ffLD BY AN51 FOR
AIR INFILTRATION Tff5T.
(17) F-XTff RIOR JOINTS AND DOOK5 5HALL BE CAULKED AND Wf ATHfR5TRIPPED.
(c) BLANKET TYPE IN5ULATION WITH R-VALUE'Of K-30 IN ROOF/CEILING AND
13 IN WALL5. NO EXP05ED PAPER BACKING ALLOWED
(i,e, IN ATTIC, HEATER VENT5, LIGHTING'FIXTURE5, etc.).
1 1. PROVIDE HEATING TO PRODUCE REQUIRED ROOM TEMPERATURE OF 70 DEGREE F. 3 fIfIfT
A50VE FLOOR.
12, ALL WORK SHALL COMPLY WITH THE FOLLOWING CODE5 INCLUDING LOCAf,Q,
2001 cAw FwJolv BUILDING CODE
4,
2001 a,&LiFo?.lui-4 MECHANICAL CODE! T'_
2001 CPIFOVNIA PLUMBING CODE
2001 eo w rwNt A- ELECTRICAL CODE
Fv" `i"
13. CON5TRUCTION MATERIAL5
-PLYWOOD SHALL BE D.f., CD-X
-CONCRETE f'c= 2,500 P.S.I. MIN.
-5TELL 5TRUCTURAL TUBE, A5TM A53 GRADE 13
-REINFORCING 5TEEL,A5TM AG 15, GRADEi
14. BATHROOM RECEPTACLE5 5HALL BE 5ERVED
BY DEDICATE 20 AMP. CIRCUIT-NtC 5ffCT. 2 10-52 (d)
p'
NOTE;
CONTRACTOR SMALL P05T THE INSULATION CEKTIf ICATf-;(CF-GK)
go# x
FORM AND IN5ULATION CFKTIfICATF (IC-1) FORM IN A CONSPICOUS cj:5- S'f P.
A5 (,A4~4-
LOCATION OR KEPT WITH PLAN5 AND MADE AVA113LE TO THE fN5PECTOR.. pq,/L, CL,�
OF 7,,,
4
WINDOW 5CHEDULE
P
tO
t
f
P
tO
t
f
��
s � i
����
♦ • it
• i► �
r '�
I
24 1 "
bNq
5'X3'
/CONC,
IANDU4t
�rwwaw.«va �( f1I
1 9!
I
WALL 501EDULE
Uh VAU $ I
N1W WALE I I
II
WALLS TO 01 RIMOVID
L LEGEN
BED OM 4 . BEDR O'M 5 !
135.87 SQ FT 119,41 �)'Q F111-�1 INCANDESCENT LIGHT
all \,
windows and doors having glazing, Indicate �, ' f t✓�!
the type and thickness of each light of glazing } l/
on the drawings showing compliance with ,� ,"� / 2''X 3 0 is
C50 Sections 2403, 2404 qo za c. , i t+� MO DITCCT R � ARAT
yet / W /
5' X Jam'
CONC. %
I_ANDIN EXTEND UVING ! �:� � ,� L�L
199.64 SQ FT
N)
BEDROOM 6
LAUNDRY
(E) A= 272.63 -r r.. (E
BEDROOM 3
iE �E)
LIVING xZ
ROOM
PINING, ROOM � / cL
(E) °
HALLWAY �M
K���HEN �
(E)
BATH
7
W
L
LJ 41 +✓rw+w7�
W/3011RICE510 LIGHT rIXTURI
MIN JOVN
P4 P I&V tic .
o�r���cs��a�,4r l�Jt�L POLEi�il`i"�S
4POWSATSHOWM&TUBS
STANDING SVRFAUAND &THKIe WAY 5/TCH#OK1N5lUT(I 15
FLOURMeNT LIGHT
iG.F.I. UiL"
Al'- 13C 01Z.00Nl
. iz C = I
c�
4
N
li)i C-
-T->_A,- tj
`
01
I I . J4d. Nvvz a ------I i I ✓
I , GARAGES ADJOINING LIVING SPACES SHALL BE 1—HR
FIRE RESISTANT CONSTRUCTION,
2. ALL EXPOSED WOOD BEAMS AND POSTS SHALL BE'
1--HR FIRE RESISTANT CONSTRUCTION
3, WALLS AND CEILINGS ADJOINING A LIVING
SPACE SHALL BE 5/8" TYPE X GYPSUM
BOARD TAPED FINISHED,
4, DOORS FROM THE GARAGE TO ANY PART OF THE
RESIDENCE OR ANY HABITABLE SPACE SHALL BE 1
3/4" THICK SOLID CORE SELF CLOSING, `LIGHT
FITTING, FULLY WEATHERSTRIPPED, 20MIN F�,RE RATED
ASSEMBLIES,
emer enc esca e ar�d rescue windows
SCALE: 1"M V — 0"
GOMP0. SHINGLES CLASS A
OVER 2 LAYERS OF 30FELT
" tc*IM' r'NAI t/AR.I17C"n KIAII <,'
NEW ADDITION
' T T " VAT11141M.-I
t �� _T g.
30"
OPENABLE
AREA 5.7
SQUARE FEET
(MINIMUM)
r-
74
G—WIND01 (46)
EXISTING HOUSE
@3 -�--`
A= 43.E
Viso(~ ) 4�
14 X 14f 6 6 b V-2 Vt~ tv+
20Z, 'mot• 1Vi
EXISTING HOUSE
'EAST EE'LEVATION
SCALE: 1/4" = V-0
R
a
al
00
OU
tf'y
2 2"RAD
DOMER
VENT.
18" LONG METAL RAFTER
TIER @ I G" O.C:.
X''R.R, @ 2" CDX I C;.1 �_¢"'"�:� WAIL: 8d CGOC7
4 2"RAD
nr\hdC 0
r7
4
112' COX Pt` WOOD
NAILS 6d 0 GA.12
2X; R.R. @ 18' O.C.
5-1 &d RAPIER TO
JOIST
2. 2X4 DDL,.,,r„
TOP PLATE5
7W 5TUCCO OV
LATH 4 4 15 PELT
2. 2" RAD
y
A-55 FRAMING ANCHOR
a i6'O.C.
1/2' DRYWALL
R- 13 I1,1514
W
T 0 1
T
t• k G F
9-1
(
<
V a
}�i:.
COMPO. SHINGLES CLASS A
OVER 2 LAYERS OF 30# FELT
USE GALVANIZED ROOFING NAILS
HEADER- fULLSTUD
WIDTH BEARING
--- TOP PLATE
--'—'STUD$
TRIMMER- USE 2 TRIMMERS
WHEN $PANISVV
OR MORE* BEARING WADI
YJNG STUD' USE 2 XING
STUDS WOVAN I$
V-11' OR MORE 0 BEARINGWALL
TING HO
TYPO V SHEET
ONE STORY CONSTRUCTION ONLY
$ii,LPLATE Type
construction is a classification of builidings byconatruction materials and method®. it is the
toast restrictivs permitted by the Uniform Building Code and includes light, wood -frame
•constructioh, This shoat Is for Information and reference only and is not a substitute for acourate
drawings prepared for each proposed construction project. Oily`a Type V-sheet is the same,as
the attached Type V ahest by LARUOP except hereby ciarifled with respect to note 6 on "Footings
FOOTINGS ON EXPANSIVE $OIL $
Footing sy¢tema on expansive soft shall be constructed In a manner that will minimize damage
to the otrugjute from movement of the soil,
1, Deptlt of.footings below the natural and finished grades Shalt not be lass than 24 Incas
for exterior and 18 Inches for Interior footings.
2. Exterjor wails and Interior bearing wells shall be supported on continuous tootngs,
ba stishall bell be pl placednforced with four 4 Inches from thelbottom of theeter deformed footiing and twotnforcing bars withinav 4 Inches
from the top of the footing.
4. Concrete floor slates on grade shelf be placed on a 4-tnah fill of coarse aggregate or on a
moisture barrier membrane. The Slabs shall be at least 3.112 Inches thick .and shall be
renfgrced with %m" diameter deformed reinforcing bars. Reinforcing bars shall be spaced
at Intprvais not exceeding 16 Inches each way.
5. The Sall below an Interior concrete stab shall be saturated with a.molsture to a depth of 18
Inches prior to placing the concrete.
"SIMPSON" TYPE "HD"
HOLDOWN ANCHOR
Poo V SHOWN SOLID NEW PANEL END MEMBER
SEE SHEAR PANEL SCHEDULE
VA (N) THREADED ANCHOR BOLT FOR SIZE OF END MEMBER
+ ISO LA eC-11,A tL SEE PLYWOOD SHEAR PANEL (E) 2 X 4 SILL PLATE
SCHEDULE FOR SIZE AND
0
AA Co\:(�(2. EXISTING CONC. SLAB
LENGHT OF ANCHOR BOLT
to WHERE OCCURING
2
rz,
4
0 AND FOOTING
DRILL HOLE INTO EXISTING (E) CONC, STEM WALL
CONCRETE AND INSERT
7-- CONCR
15 7 8 2)f THREADED ROD IN HOLE
ZK) HD2A FILLED WITH "SIMPSON" DRILL 314'01A. HOLE FOR 5/6'DIA ROD
EPDXY -TIE (SET) EDGE DIST DRILL VIN'DIA. HOLE FOR 3/4'DIA ROD
47 ICSO NO, ER-5279 DRILL V DIA, HOLE FOR 70DIA ROD
— K.:
L F
�
12-1 t LL RETROFIT HOLDOWN ANCHOR BOLT A
CN
14 X6
vent HD24
(typ) 2-2X4 I
. ..... V-I
>< Nil F
{ I r; j 118 x24"
(10 crawl xx x
x >< ><
tc tt, Iq- space
ri t-::> s, Vjj
U.J
X 0
0 to e,k,
LrX--
X
uj
5'X3'
CONC.
5 2X5 FIJI
LAN DI NC 1 5 O.C. 12
x x A= q33
li/jS o ('13 3 f 04 �I' i 0
f) IS XZ4 (izAwL 43z
uj uj C_ it 2$'T ) W 4 acu
409-e-
I 1 3,4 5% 6 f z 9 (P90V 10 C-0
ST x
N L* — i—+ N
6224,.gi 1 T— 6 6 6 _9" 6'-9 171 0 1
%J
ST
4 X 6 POST 4X HD2 6224
POST
P_POST2-2X4_11_�_
4
LE)ONE STORY �LINE OF
�INE OF RAISED FLOOR -LINE OF (E) HOUSE
(E) FOUNDATION FOUNDATION (E) FOUNDATION
t If
uNDAr'"1,0� AN
SCALE: 1/4"
45d @ EDGE NAILING
2-2X4 TOP PL-5.
5EE PANEL 5CIIEDULE
�:ii- =i I IF
15/321, PLYWOOD 5HTIG
2X4 13WK'G
TYPICAL
@ 121; O.C,
INTERMEDIATE NAILING
11 A 11
III 16r- 2X4 5TUD5 Q IQ' O-C-
PANEL END MEMBER
5151! PANEL BICHED.
2X4 5ILL PL, II
11 1 I1 5d @ EDGE NAILING
5EE PANEL 5CHED.
HOLDOWN ANCHOR
( Z
tavl
AND ANCHOR BOLT
PRVkL
5/8 AID, XI 2
5r-r- PANEL 5CHED.
5EE PANEL 5ChEP,
FOR SPACING.
5EF_ 5HEAR PANEL 5ChtD#
3-BW5 MIN,
AT RETROFIT Kf-3"\ NOTE NO. I
PER PANEL
ANCHOR, WCr�V
TYFICAL pLyWOOD 5HEAR PANffL DETAIL
A - INDICATES PANEL MARK, ON PLANS
"SIMPSON" RFB #5 X 10
(518'X I OPLONG) RETROFIT
SOLT VMTH NUT AND WASHER
(E) 2 X 4 STUDS 0 16'0. C.
(E) 2 X 4 SILL PLATE
EXISTING CONC, SLAB
WHERE OCCURING
DRILL 3/4!'DIA, HOLE INTO (E) CONC, STEM WALL
(E} CONCRETE AND INSERT
I " b <AND FOOTING
RETROFIT BOLT IN HOLE
FILLED WITH "SIMPSON"
EPDXY -TIE (SET) 1-3/4" MIN.
JCBO NO, ER-5279 EDGE DIST
3-SILL _BOLTS MIq1mu_
PER SHEAR PANEL
RETROFIT SILL BOLT
1, ALL PLYWOOD 5HT'G TO BE 15/32" PLYWOOD UNLt55 OThr.RW15ff
NOTED. NO PLYWOOD TO BE Lt55 THAN 0-0` WIDE. ALL
NAILING TO BE 3/8" MIN. FROM EDGE OF SUPPORT AND
5HEET.
2, ALL 15/32" AND THICKER PLYWOOD SHALL BE AT LffA5T
4-PLY MATERIAL, ALL PLYWOOD SHALL 15E U.S. PRODUCT
5TANDAP,L), P5-1-95- WITH EXTERIOR GLUE.
COX - 5TKUCTURAL 0 PLYWOOD.
NO. I = 5TRUCTURAL I PLYWOOD.
3. U5C COMMON NAILS, 64, SHANK DIAM.-O, 151 INCHM
SMOOTH SHANK, FLAT HEAD OR GALVANIZED BOX NAIL.
4, SPECIAL INSPECTION 15 REQUIRED FOR PLACEMENT Of ALL
HOLDOWN ANCHOM AND ANChOR BOLTS.
5. ANCHOR BOLTS: ANCHOR BOLT DE51GN INCLUDES REDUCED
EDGE D15TANCE, DEPUTY IN5PECTOR REQUIRED,
G, PLATE WA5HffR.5: PLATE WASHERS ARE REQUIRED fOK ALL HOLD-DOWN5.
7. WALL PANEL5: SHEAR WALLS WITH SHEAR, VALUE GREATER THAN 300 PLF
SHALL BE PROVIDED WITH 3X FOUNDATION SILL PLATf-5, 3X 5LOCK5
BETWEEN ADJACENT PANEL a, 112 INCH EDGE! D15TANCE FOP, PLYWOOD
5OUNDRY NAILING, 5TAGGER NAIL5 IF NAIL 5FACING 15 LE55 THAN 2" O.C.,
AND 5QUARff PLATE WA5HER5 SHALL BE! U5ffD WITH ALL ANCHOR DOLT5
(PLATE WA5HER5t POR 5/3" BOLT- 2,5X2,5X 1/4, FOR 3/4" 5OLT- 2,75X2.75X5/1 G.
FOR 7/8' BOLT- 5X3X5/1 G, FOR 1" BOLT- 3.5X$.5X316),
24 1
37
1_1 V) 81 ) — L
15 2'
no
x
It
m
4 L04
X4
Z�
X4 H
4
4X6 HDR
4 HDR
4 6
4 6
HD
HD
L J
C)
I13
r
x
r
x
x
Cf�
x
F
114-
i O.C.
2X8 C.J. 0 16 Q.C.0. C.
x
C
X
cr_
=LJ
x
4X12 D F #1
k—.;, 4X6
HD
Jm •
N4X4 4X,
POST x
POST 't-1.
ECC44 n LINE OF
(E) HOUSE
W
SCALE: 1/4 1 I —Of$
1/r CDX. PLYWD. SHP0
W/Od 01roUr O.C.
1/27 CCX.
4AI 7;�t AI-14 "I
;rWr FASCIA
W/2 — 1 Od EA. R.R.
2-27x4' TOP. PLATE
2'x4* CRIPPLES•
OW O.C. (VARIES)
104 OW O.C.
7/8* STUCCO
xr A4 y W j? 04
2-2"X4PLATE
HUR.
(WHERE OCCURS)
*f"
(- PLYWOOD
CDA-)
SHEAR
PANEL SCHEDULE
A
PANEL APPROX, SHEAR PANEL EDGE
MARK LENGTH Dr5CNPTION NAILING
INTERM.
NAILING
HOLDOWN BOLT5/NAIE5 5HEAR, v
EACH END SILL PLATE LB5/FT
1 4'-0" H'PLYwD 5d @ Gil
&1@ 12"
HD?_A 2-2x4 5/43"X 12" A.B.
2-5/81, MIB, @ I
1-55TB I G
v
I
ro G
2"x8 RJR. 016' O-C,
7`x4'" ORACJA 04Er O.C.
W/3 —1 6d, fEA. EI.40
I Od TIN. _OEr:_,b.0
a.-Cr O.C.
(WHERE OCCUf1s)
016" Ox.
—R-13 INSULATION
Vxtt" STUD 016" O.C.
xelx
Lo
-�7
04
n
,Oro a ^-'Ao 04 7pv Al
TORO
IA4,
rA-V.144 AA,
7- f Aea X-Ir
7
A4 oeoPeo
7/84 STUCCO
2X4 5TUD5 @
I G" O.C.
K- 13 INSULATION
2XG P.T.D,F, 5ILL
W1 BOLTS EMBEDDED 2X4 SOLE PLATE
MIN, 7- INTO CONS. 2XG 50L. BLK,
5ET 12" FROM 51LIL W1 5IMPSON A-35
ENDS AND 5'-0- O.C.
NAILED TO FOUND.
SILL FOR SHEAR
TRAN5rER,
WEEP 5CREED
TOP Of 5TEMWALL
BOTT. Of WEEP 5CREED
EXCAVATED•NAT, GRADE
GRADE ONE NOA RE -BAR
TOP # BOTTOM,
'I 1213A
RA15ED fOUND.DETAIL
(N.T.5)
2XG 50L. BLK,
W 5IMP50N A-35
(GIRD TO BLOCK)
4XG GIRDER
PROVIDE PO5ITIVff
CONNECTION BETWEEN
PIER, POST * GIRDER
NAT. GRADE 4X4 POST
BOTT. OF 4X4 P05T
27
"Tt6GRADE EXCA�A EXCAV, GRADE
PRE-CA.5T CONCRETE
2 PIER W1 METAL 5TRAP
/4
_RA15f_D f LOOK P1 EK DETA
LAI
Alt,411 A71^11
owwwr4J
4
a
It
s
0
x�
Ina
Im
°
•_
El
Extensive SSTB testing has been done to determine the design load ##
capacity at a common application, the garage stem wall, Design loads are f
based on a series of five tests, with a three -flies safety factor,
SPECIAL FEATURES: • Roiled threads for higher tensile capacity.
• Offset angle reduces sido-bursting, provides more concrete cover. tl�
• Stamped embedment line aids installation. --
• Configuration results In minimum rebar interference. En+aeoneet
MATERIAL: ASTM A36 FINISH, None. May°be ordered HDG; check factory LINE
INSTALLATION: • SSTB is used for monolithic and two -pour Installations.
&ItU(�'SOff1<
U.S. Patent5,317,850
3,A
Identification on the bolt
, head showing embedment
anpte and model.
t}h'
• Nuts and washers are not supplied with the SSTB; install
�i
I �J •; ,' SLAB
standard nuts, couplers and/or washers as required.
#d debar
REINFORCED CONCRETE FOUNDATION
Install SSTB before The concrete pour using AnchorMates (sae page 16).
10 to
le EFFECTIVE COLS
ENIBEUMENT d0114T
•
install the SSTB per plan view detail. Install one #4 rebar 3' to 5' (may be
foundation rebar not post -tension cable) from the top of the foundation.
» The SSTB does not need to be tied to the rebar.
FOOTING
» Minimum concrete compression strength is 2500 psi, Unless noted
a
otherwise, no special Inspection is required for foundation concrete
when the structural design is based on concrete no greater than
3ST816L SST616 a
2500 psi (UBC Section 1701.5.1 and 1EC Section 1704.4).
(ofllers similar) (others similar)
• Unless otherwise noted, do NOT install where' (a) a horizontal cold
Two Pour installation
joint exists within the embedment depth between the slab and
Plan View ao• _ '135 9045• Las= (SSraa 24 and 34)
foundation wall or footing beneath, unless provisions are made to
transfer the load, or the slab is designed to resist the load Imposed by
block foundation walls.
s
of SSTD
Placement
� ` o
the anchor; or (b} slabs are poured over concrete
In Concrete
REINFORCED CONCRETE BLOCK
Stemwal4 "p ' °'
• Before concrete pour, install diagonally at approx. 450 in the cell.
•Horizontal #4 rebar (minimum 56' long} -approx. one rebar 12"
TYPICAL PLAN VIEWS OF REBAR INSTALLATION
from the top and two rebars approx. 28' from the top. Vertical #4
rebar (minimum 24' fong} -•install with maximum 24° D.C. spacing.
• Grout all cells with minimum 2000 psi concrete. Vibrate the
2104.6.2.
�.
PLAce
z
grout per the 1997 Uniform Building Code, section
. ,•
ssT$ Antiow
GODfS: See page 10 for Code Listing Key Chart.
Pressure -treated
°
DIAGONAL
INDORNER
barrier may be
SELECTION GUIDE (Ft'rAnchor Boif f?fatpet8r) required.
:
APPLICATION
t2'MiN,FOR
2x, 3X, 2~2x Sill Plates
Model 1.SSTBLmodelsar$
for
ra
t'01A.SSTB
FORFULtf
TA$LEtapo
LOCATE
�oMWALL
o
a
°
No. Mona Poui
PHD2'
Two Pour recommended
PHI) and HDQ8
holdowns on 2-2xy4
. ,
yi5
5"
, o -
".
5•
MIN.
`
HD2A
and 3x silt plates.
h`
x`
MIN.
!>.
r -.�
3�."MIN.
LTT2O8 SSTBi 6
LTTi31
SSTB20 2.No cold joint within
embedment depth
7.
t.°gttti.. Continuous End Mall
HTT16
HDSA
unless provisions
Corner Installation Slemwall (Note 41
are made to transfer
° a
PHD5' SSTg2Q
MTT288
SSTB24 the load.
3.The design engineer
HTf22
may specify an
HDC5/22 SSB24
_ alternate anchorage
HDC5/4
system, provided the
r °
PHD6'
anchor diameter
^ °
HDSA
is the same.
HDt3A
SSTB28
SSTB34 4.Increase the
HD10A
embedment depth 2iW
HDIC .
HDC10122
to accommodate the
HOC standoff block.
Typical SSTB Installation
HDC16/44
with mudsili and holdown 1
OWL E., Mhla uMh adrffllnnal COM91011 DM6060& Check with factory.
Model r
No.
Siem
wall
Width
Dia
Lengtfn
Min
Embed
le '
Avg
Ul#
Concrete
Allewahte Tension Load'
code
Ret.
Concrete;
f'c
2500 psi
concrete
g� GMU
Bioek
Concrete
it, CMU
Block End
SSTB16
6
6/a
17g/a (SSTBI6L =19%)
126/a
13640
4420
4780
1850
SSTB20
6
%
21% (SSTB20L = 24%)
166/a
14745
4600
4780
1850
23
SST824
6
6/a
256/a (SST624L = 2-81
205/a
16439
5176
4780
1850
94
$STB28
8,-'r/s
297/e.(SSTt328L'-327/a}
.241/a
•32704
.:1;0100
6385•
4815
SST639.
8' :
T!
347/e..':' '
28'/a
82709:.10109,,
6385.
4815
SST83fr.
828TA
32700
19100 .
" 6385
4815
1. Loads may not be increased for short-term loading.
Loads apply to earthquake and wind loading.
2. Minimum anchor center-to.center spacing Is 2le for
anchors acting In tension at the same time for full load.
3. fhe SSTB was tested in a stem wail with a minimum
amount of concrete cover.
4, Maximum allowable load Is 8150 lbs. for SSTB28,
34 and 36 when used 5' from the and of a concrete
24 foundation. Use full table load when installed 24' from
tea...,.-'.
the end or installed in a corner condition (see Illustration).
5. Connection is limited by the lowest of bolt or holdown eapaci
6. P iD and HTT minimum end distance is 401e.
7:Order the SSTBL models for longer thread length (511e)
ex, SSTB24L. SSTBL and SSTS loads are the same.
8.SSTB34 has 41W of thread and SSTB36 has B'/z". These
two models are not available in SSTBL versions,
9. Use 90% of the table load for 2000 psi concrete.
10. See page 34 for Additional Anchor Design information.
I
j Minimum
z
/
one #4 rebar
in second
course
of block
Typical SSTB
Installation in Grouted
Concrete Block
O
MIN
E QiSTRNQE
�. DISTANCE
a
'
o
to
a`F0n
j
VOIA.
/.
SSTS
F%'
Typical SSTB
Installation
ck-)
REVISED
D
I•
NAILING SCHEDULE
JOIST TO SILL OR GIRbER, TOENAIL,wt.f..,....It............. t....... ....... tit,,,,......... I ..........
"3�2d
ty�✓rYd
{ lift Tilt , It ,tilt , f 1fit,t
BRIDGING TO JOIST, TOENAIL EACH ND a HtUtff 45
TOP &BOTT,
JOIST TO BLOCKING, END NAILP.,......,,t.{t„.,1............... {,,,,,rl„f,ilt.,fi..1,.i.16d
TOP &
RIM JOIST TO JOISTS, END NAIL....,f.........,..f..„....I.,.t...........t................16d
-16d
FLOOR JOIST LAP 2 BEARING, FACE NAIL,,,.,f:..f„.,.i... .,,,•i•.i•i,.,,i,,,,,......... t.... l.ilt„t
16d it 16'
E'O.C,
SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 11,I,f,tfll{t.11...),III
2-16d
STUDTO TOP PLATE, END NAIL- ,tf.,,..1....1..,f..f,..,..,f.tf,,,,,f{.....................1..,l,,..t,t,.......„.
TOENAIL OR 2-16d END MAIL
STUDTO SOLE PLATE ...rt......................................4-8d
16d Q R4'
O,C,
DOUBLE STUDS, FACE NAIL ..r.....r.,.......n,+,.i,..... I+. ....... ,r,„I,-111l..... I .......... r 111,
16d I a4'
E'OIC,
D13UBLE TOP PLATES, FACE NAIL„r,,.t....,,,tt,.f,t................I.....,5,............
TOP PLATES, LAPS AND INTERSECTIONS, FACE NAI.{„f,„,,,,,r,.t,Et},e,fl,tetf,,,,,,t„
a-16d
CEILINGJOISTS TO PLATE TONAILSN........,..It.t..,ra.,.,„,,,tt,,1„t„„t..ftlf,,it,,,,,tit,.,,N,,,a1,,,,i
OVER PARTITIONS, FACE NAIL..,I... III .... t..............1,.
3-8d
3-16d
CEILING JOISTS , LAP
CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL...i.,.......... t... I....t,.ft....
3^16d
RAFTER TO PLATE, TOENAIL
�d
2_16d
RAFTERTO RIDGE,....I.....r,,.,f,},f„t.,,,,..E.,t.,,,,,.,ttP.i1,,,..,...f,,.,,,„t„l..i,,..f,,,,,,,,,,,,,r.t{.,,,,,i,
-RAFTER TIES, Ex LUMBER, FACE ��NAIL.....tf„fr.f„tff„rt,ifflfr.lrfftl,fiat,.f,t.f.ffleffuft>fttftf„t...
�(
5-...d
RAFTERTIES, Ix LUMBER, FACENAIL{.......,t.t......tiflt/flfffllR.{55Y„e1114t,lttt,tlltitttfl{Ii,llflrf
16 a 24' EO C
BUILT-UP CORNER STUDS.,„........,.1,...,.t,,,,,,,,,,,,,,,»,.,t.,t.,,,,,,.,,.t.>,t,,,ft,,,,,,ff,.......
3M16d
POSTTO PIER PAD, TOE�NAILtf,f.f...f,.,,,,,t.R,t.f.t..,,,.i,,.ff,,,,,1,.if..,,If,,„,.f .,.{f....................
3-16d
GIRDERTO POST, TOENAIL4.,.t.,.,.t.,,i........tt..ft,.fu,1,R}t,fl4,itf.R,il,Ii11..,,P,.1,,,1,ff,t1tfi11lltf118{flit,
I.,Pi,p,,,.,„i,.,,.
2-16d
2x PLANKS,......t,.,,.,,,..f,..,f.,..l...................f,,,,..,.,,,P,,,,rt,.,.....R.,;,,,.t,.„,..{,,,.,,..,...I,,
NOTES
I COMMON OR BOX NAILS MAY BE USED.
2 SCHEDULE BASED ON DOUGLAS FIR -LARCH FRAMING,
AND L.A. CITY TYPE V
SHEET,
3 TABLE BASED ON UBC TABLE 25-Q
4 THESE;. CONNECTIONS ARE MINIMUM CONDITIONS AND MAY BE
SUPERSEDED BY MORE SPECIFIC DETAILS AS INDICATED ON
THESE
PLANS,
NAILINGSCHEDULE
�
% MA %
,O OS
CCUuti
' IN4CCDGE-'
IA C TYKE
DT
°/ AX ALL STUD A H F7.
NON-BRG SPUDS EXTI & BRG. STUDS
NOT
ES
E & BORING NOT TO
OCCURS; IN SAME STUB
SECTION
2t NO , MORE THAN 2 SUCCESSIVE
DOUBLE STUDS MAY HAVE 60%
TIBI t BRG, STUD MAX, BORED HOLES
NOTCH/BORED
Y. OF STUD
EX.4
,
2x6
25X
�2/E"
1 3/8
40%
60Y,
'2'
3 1/4
NOTCHING /
BORING OF STUD
Ta LATE 2'-0* MIN,
ANEL
PR V D NA N t)
E
ALL PANE S S
T
LD L KN
l
AT H f D G U, ,
NOTES
1. SEE NOTES FOR LOCATIONS
2. PROVIDE 3/5" EDGE
DISTANCE- FOR NAILS
I
O
F <F.AS
NOTES
CONDITIONS SEE:
FONEESTPJL£I EE
NAILS M «,N
EC EVATIONSt
SHEAR WAL,L
CONSTRUCTION——
`w.,
4'-0' MIN.
SPLICE: AT
SPLICE AT
LOWER PLATE
UPPER PLAT`
2-16d EACH
SIDE 12-R16d EACH SIDE
F SPLICE
13F SPLICE O SIMPSON ST22(1) SIDE;
PRIVID 2xST
BELOW SPLICES
ter.....,....
ELEVATION
DOUBLE TOP
PLATE SPLICE"
2"
d E
0d
2'
-
1 12'^0' MIN,
SIZE
d
MAX,
2x6
2x8
1
2
3/4'
3/8,
2x10
3"
2xt2
3
3/4'
244
4
3/8'
2x JOIST SEE FLAN
NOTE,
NOTCHING JOIST IS NOT ACCEPTABLE WITH
OUT STRUCTURAL E"aNGR'S APPROVAL
E\II'U OF .JOIST 5
GENERAL
I ALL. MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE DRAWING
AND SPECIFICATIONS,
P DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE SAFETY OF THE BUILDING, THE CONTRACTOR
SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN
ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY
PROVISIONS, ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION,
3 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION,
WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF
SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR RETAILS OF
CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT,
4 ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL �LSH ALL, 'OCCUR IN
ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED
5 ALL INFORMATION SHIOWN' EON THE DRAWINGS • RCLATIVE TO EXISTING
CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT
GUARANTEES OF ACCURACY. WHERE ACTUAL. CONDITIONS CONFLICT WITH
THE DRAWINGS, THEY'SHALLI BE REPORTED TO THE ARCHITECT SO THAT
THE; PROPER REVISIONS MA`S BE MADE, MODIFICATION OF DETAILS OF
CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF
THE ARCHITECT,
GLUED LAMINATED LUMBER
1 LAMINATEDALL GLUED SHALL
CANTILEVERED OR CONTINUOUS S B MEMBERSSHALL
20�V4.
4F�-VS,
2 FABRICATOR LICENSED BY THE CYALL GLUED LAMINATED MEMBESA OF LL BY
ANGEL ES ORD THE A
1
LOCAL GOVERNING AGENCY.
3 ALL FABRICATION AND WORKMANSHIP SHALL BE IN CONFORMANCE
WITH THE CURRENT EDITION OF THE STANDARD SPECIFICAT113NS FOR
STRUCTURAL GLUED LAMINATED DOUGLAS FIR (COAST REGION) LUMBER
BY THE LUMBER MAN'S ASSOCIATION, AND THE CURRENT EDITION'OF
TIMBER CONSTRUCTION,
4 FINISH OF THE: MEMBERS SHALL BE INDUSTRIAL APPEARANCE GRADE IN
CONFORMANCE WITH THE STANDARD APPEARANCE GRADES UP THE
AlT.C, UNLESS NOTED LITHERWISE,
5 MEMBERS SHOWN ARE FOR DRY USE;,
NOTE,
'AS THE ARCHITECT/EENGINIEER OF RECORD, I HAVE SELECTED APPROPRIATE BEST
MANAGEMENT PRACTICES <BMPS) TO EFFECTIVELY MINIMIZE: THE NEGATIVE IMPACTS OF . THIS
PROJECT'S CIINSTRUCTION ACTIVITIES ON STORM WATER QUALITY, THE PROJECT OWNER AND CONTRACTOR
ARE AWARE THAT SELECTED DWS MUST BE INSTALLED, MONITORED AND MAINTAINED TO ENSURE
THEIR EFFECTIVENESS, THE: #MPS NOT SELECTED FOR IMPLEMENTATION ARE REDUNDANT OR DEEMED
NOT APPLICABLE TO THE: PROPOSED CONSTRUCTION ACTIVITIES.'
0
FRAMING LUMBER
1 ALL STRUCTURAL LUMBER SHALL. BE DOUGLAS FIR OF THE FOLLOWING
GRADES, CONFORMING TO STANDARD GRADING RULES FOR WEST COAST
LUMBER, No, 16, UNLESS NOTED OTHER WISE)
STUDS,RAFTERS, JOISTS, PLATES NO, 2
4x, 6x AND Sx BEAMS, STRINGERS, AND HEADERS NOf NO. I OR S-S,
POSTS AND TIMBERS STUDS COMET GRADE
BLOCKING, AND STRIPPING STUD GRAVE,
2 PLYWOOD FOR ROOF SHEATHING SHALL. BE CDX, UNLESS NOTED
OTHERWISEE. USE EXTERIOR TYPE, MINIMUM C-C GRADE, WHERE
PLYWOOD IS EXPOSED TO WEATHER, PLYWOOD FOR FLOOR SHEATHING
SHALL BE CUX, UNLESS NOTED•OTHERWISE, ALL PLYWOOD SHALL
CONFORM TO US PRODUCT STANDARD PS Ja83, EACH SHEET OF
PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF
THE DOUGLAS FIR PLYWOOD ASSOCIATION.
3 ALL WOOD BEARING ON CONCRETE SHALL BE PRESSURE TREATED
DOUGLAS FIR,
4 STUDS OVER 10 FEET IN HEIGHT OR SUPPORTING 2 FLOORS AND ROOF
MUST BE 2x6's AT 16" O,C. UNLESS NOTED OTHERWISE, FOR STUDS
4RFE~ETRITHAN 16 FEET, SEE PLAN, N HEIGHT MAY MATCH THE STUDS SABOV IN CRIPPLE WALLS LESS THAN
SUPPORTS, BLOCKING_ SHALL BE ONE. PIENG BETWEEN CE ACID BE AND THE FULL DEAT PTH OF
THE JOIST OR RAFTER,
6 AROSJOiBSTSGING SHALL AND RAFTS SE MORE PROVIDED AN $" DEEP, AT W-04 ON CENTER MAXIMUM FOR
7 PROVIDE DOUBLE JOISTS CINDER PARTITIONS WHICH ARE PARALLEL TO:
THE JOISTS.
8 PPROVIDE ERPENDICULAR SOLID,
TO THE JOISTS, FULL BLOCKING UNDER PARTITIONS WHICH ARE
9 TOP PLATE OF ALL STUD WALLS SHALL BE TWO PIECES THE SAME SIZE AS
THEM STUDS, SPLICES ARE TO LAP 4'-0' MINIMUM AND BE NAILED WITH 12-
16d NAILS MINIMUM EACH SIDE OF JOIST,
10 NAILSALL BE COMMON, BOX OR
CHAPT!~R23 pFLTHiE UNIFORM BUILDING SINKERNAILING SHALL BE PER
CODEr,
11 BOLT HOLES IN WOOD SHALL BE 1/32' TO 1/16' LARGER THAN THE
NOMINAL BOLT DIAMETER, ALL BOLT SHALL HAVE STANDARD CUT
WASHER UNDER HEAD AND NUT UNLESS NOTED OR OTHERWISE,
12 L'BPLASTER, ETC.
� IGHTENED PRIOR TO THE APPLICATION OF
SHEATHING,
13 STRUCTURAL MEMBERS SHALL NOT BED CUT FOR PIPES, ETC, UNLESS
SPECIFICALLY DETAILED,
14 BEARING RE THAN 85% OF
HEIR WIDTH BORED HOLES CANNOT CANNOT BE HAVE TCHED O HAVE A DIAMETER GREATER
THAN 40X OF THE STUD WIDTH,
15 PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR,
CEILING, AND ROOF, FIRE STOPS SHALL BE 2x NOMINAL THICKNESS OF
WOOL} AND SHALL BE THE" FULL WIDTH OF THE ENCLOSED- SPACE, PLACE
FIRESTOPS AT A MAXIMUM SPACING OF 81-0' IN EACH DIRECTION AND AT
THE SAME LINES AS THE FIRE STOPS IN ADJACENT WALLS,
Ifi AND FULL D PROVIDE BOLTSi SHANK DIAMETER
METER FOR SMOOTH SHANK PURTIUN '97NDS
17 THE SEISMIC MAXILOADSMUM LISOWAB200LPLF, FSHEAREOOTNOTEE 6 OF TLC 3CIO0 IRESISTING
18 HOLDOWNS SHALL BE RE -TIGHTENED JUST PRIOR TO COVERING
THE WALL FRAMING,
19 A CORROSION RESISTANT WEEP SCREED IS REQUIRED BELOW THE
STUCCO A MINIMUM OF 41' ABOVE EARTH OR 2' ABOVE PAVED AREA,
20 SOLID BLOCKING SHALL BE PROVIDED AT ALL HORIZONTAL
JOINTS OCCURRING IN BRACED WALL PANELS.
GENERAL NOTES
� �rY � T ! Y I ' � � WM
Structural abdervation is required por the structural system in accordance with MGD 110, Structural
observation is the visual observation of the elements and connections of the structural system at significant
construction stages and the comptete structure for general conformance to the approved plans and
specifications, Structural observation does not waive the responsibility for the inspections required of the
bui(ding Inspector or the deputy Inspector,
The owner shalt employ a civil or structural engineer or architect to perform the structural observation) The
engineer or architect Shalt be tered
and
Safety recommends the use of the engineer rl
uildin
engneerorcenjjed in the State of e h
architect respnnslbte forfor the structural des gne Department ofBwhent they
are independent of the contractor.
The Structural, observer shalt provide evidence of employment by the owner, A letter from the owner or a copy
of the agreement for services shalt be sent to the building Inspector before the first site visit, The
structural observer shall also Inform the owner of the requirements for a preconstruction meeting and shalt
preside over °this meeting,
The owner or, owner's representative sE�satt coordinate and cats for a meeting between the engineer or archttet^`t
ctural design, stturat observer, contractor, affected subcontractorS and deputy
responsible For the stru
inspectors, The purpose the signg shalt be to Identify the major structural elements and connections that
affect the vertEcat and lateral load Systems of the strcture and to review scheduling of the required
observations, A record of the meeting shall be included in the first Observation report submitted to the building
inspector.
The structural observer shalt perform site visits at those steps in the progress of the work that alloW for
correction of deficiencies without substantial effort or uncovering of the work invotvedt At a minfmum, the
fallowing significant construction stages require a site visit and an observation report form the structturat
observer,
Construction Stage Eiements/Connections to be Observed
FCOUNDATION EXCAVATION, DIMENSIONS, SIZE, & LOCATION OF REBARS.
SIZE, LOCATION, & CONNECTORS OF, STEEL FRAMING,
b) STEEL FRAMING
CONNECTION OF STEEL FRAMING TO <Ew) WOOD WALL,
C) WALLS
The str-Vcturat observer shalt prepare a report of the Department form B & S 261 for each significant stage
of construction observed. The original of the observation report Shalt be sent to the building inspector's office
and shalt be signed and seated (wet stamp) Say the responsible structurat observer, One copy of the observation
report shalt be attached to the approved plans, The Copy attached to the plans need not be seated but shalt
Eoe signed by the responsible structurat observer or their designer. Copies of the report shalt also be given to
the owner, contractor, and deputy Inspector.
A final observation report must be submitted which shows that all observed deficiencies
i)epartrse t atfeButldEng and
structural system generally conforms with the approved plans and specifications)
Safety will not accept the structural work without this Final observation report and the correction of specific
deficiencies noted during normal building and deputy inspection,
The structurat observer shalt send the original observation report to the foltowin•g Inspection office )
Inspection Group Nave
Street Address
Community of LA, CA, Zip
When the owner etects to change the structurat oEserver oP record, the owner shall i
a) notify the building inspector In writing before the next inspection
b) call an addttionat preconstruction meeting, and
c) furnish the replacement structural observer with a copy of all previous observation reports.
The replacement structural observer shalt approve the correction of the original observed deficiencies unless
otherwise approved by plan check supervision, The policy of the Department shalt be to correct any property
noted deficiencleS without consideratign of their source.
The engineer or architect of record shell devetop all changes retattng to the structural systems. The
building department shalt review and approve all changes to the approved plans and specifications,
11
E
CONCRETE
I ALL CONCRETE, UNLESS NOTED OTHERWISE, SHALL BE REGULAR WEIGHT
HARD ROCK TYPE (150 PCP). AGGREGATES SHALL, CONFORM TO ASTM
C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0,05Y.
P ULTIMATE COMPRESSIVE STRENGTHS AT 28 DAYS SHALL BE,
SLAB ON GRADE 2500 PSI CONTINUOUS FTGS 2500 PSI
PAD FOOTINGS 2500 PSI RETAINING WALLS 2500 PSI
GRADE BEAMS 2500 PSI CAISSONS/PILES 2500 PSI
PRECAST 3000 PSI COLUMNS 3000 PSI
STRUCT. SLABS 3000 PSI
3 CEMENT SHALL CCENF'ORM TO ASST. C150, TYPE 11,
4 PLACEMENT OF CONCRETE~ SHALL CONFORM WITH THE REQUIREMENTS
OF ACI 301,
5 CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A
MINIMUM OF <5) FIVE DAYS AFTER PLACEMENT, ALTERNATE METHODS
WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED,
6 KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES, ALL
LAITANCE SHALL BE REMOVED, ALL VERTICAL JOINTS SHALL BE
THOROUGHLY WETTE-D AND SLUSHED WITH A COAT OF NEAT CEMENT
IMMEDIATELY BEFORE PLACING NEW CONCRETE.
7 ALL CONCRETE WITH A DESIGNATED STRENGTH GREATER THAN 2500 PSI
SHALL.. REQUIRE CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR,
8 MINIMUM CONCRETE COVERAGE Of REINFORCING STEEL SHALL BE AS
FOLLOWS)
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL .... 1, 3#
CONCRETE EXPOSED TO SOIL OR WEATHER)
#5 BARS, W1 OR D31 WIRES, AND SMALLER.,..t,.,.t.................f{.,, I il�r
#6 BARS AND LARGER...,..,,,P......................................f,.,,„,,,,..,.f,.,.,.,,,.f.,,..t,,,,.,a.,,.,.,,,..
CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH SOIL)
SLABS, WALLS AND JOISTS;
#11 BARS AND SMALLER f.............f,,,,.............3/4'
014 BARS AND LARGER .,,t....................... {,.,,t...... 1 1/4'
BEAMSAND COLUMNS .................... t,t.,,......... I ...... i I/2"
9 PIPES EITHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN
STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED,
10 BEFORE NEW CONCRETE IS DEPOSITED ON OR AGAINST CONCRETE WHICH
IS SET, THE SURFACE OF THE SET CONCRETE SHALL BE ROUGHENED
SUFFICIENTLY TO EXPOSE THC AGGREGATE APPROXIMATELY 1/4' AND
CLEANED, USE EPDXY WHERE~ REQUIRED,
11 EXPANSION BOLTS SHALL BE HILTI 'KWIK' BOLTS) ICBU #42271 LARR
# 23272
CONCRETE MASONRY
I CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90-75, GRADE - N-1,
WITH A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI
2 MORTAR SHALL CONFORM TO ASTM GR70-80, TYPE S, WITH A MINIMUM
COMPRESSIVE STRENGTH OF 1800 PSI AT ,28 DAYS, MIX+ I PART PORTLAND
CEMENT, 1/2 PART LIME PUTTY, 4-1/2 CARTS SAND (BY ViOLUMEX IF
PLASTIC TYPE: CEMENT IS USED, LIMIT LIME PUTTY,
3 GROUT SHALL CONFORM TO ASTM C476-80,'WITH A MINIMUM
COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. MIX) I PART CEMENT, 3
PARTS SAND, 2 PARTS PEA GRAVEL, SUFFICIENT WATER TO BRING THE:
MIXTURE: TO A FLUID CONSISTENCY,
4 SOLID GROUT ALL CELLS UNLESS NOTED OTHERWISE.
5 PROVIDE TESTS AS MAY BE REQUIRED BY THE BUILDING OFFICIAL,
6 THE THICKNESS OF THE GROUT BETWEEN BLOCK UNITS AND
REINFORCING STEEL SHALL NOT BE LESS THAN 1/2't BETWEEN PARALLEL
REINFORCING BARS, NOT LESS THAN 3/4'.
7 IF, WORK IS STOPPED ONE <1) HOUR OR LONGER, PROVIDE HORIZONTAL
CONSTRUCTION JOINTS BY STOPPING THE GROUT 1-1/2' BELOW THE TOP
OF BLOCK.
8 SEE REINFORCING STEEL NOTES AND STANDARD DETAIL FOR
REINFORCING REQUIREMENTS, REINFORCING STEEL IN MASONRY SHALL
BE LAPPED 40 BAR DIAMETERS MINIMUM,
ANNDCTHIE BUILDING DEPARt ENT IS NQT REQUIRED UNLESS NOTED
OTHERWISE,
10 A CORROSION RESISTANT WEEP SCREED IS REQUIRED BELOW THE
STUCCO A MINIMUM OF 4' ABOVE EARTH OR 2' ABOVE PAVE; D AREA.
EXPANSIVE SET. REQUIREMENTS
1 IF SOIL IS FOUND TO BE EXPANSIVE, THE FOOTINGS MUST MEET
THE FOLLOWING MINIMUM REQUIREMENTS i
A DEPTH OF FOOTINGS BELOW THE NATURAL AND FINISH GRADES
SHALL NOT BE LESS THAN 24 INCHES FOR EXTERIEOR AND 18
INCHES FOR INTERIOR FOOTINGS,
B EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL BE
SUPPORTED ON CONTINUOS F'OEOTINGS,
C FOOTINGS SHALL BE REINFORCED WITH MINIMUM 1/2' DIAMETER
DEFORMED RINF'EORCING BARS. TWO BARS SHALL BE- PLACED
4 ' OF THE BEOTTOM OF THE FOOTINGS AND TWO BARS WITHIN
4' OF THE TOP OF THE FOOTING,
D THE SOIL BELOW AN ANTERIOR CONCRETE SLAB SHALL BE
SATURATED WITH MOISTURE; TO A DEPTH OF 18' PRIOR
TO PLACING THE CONCRETE<
2 CONCRETE SLAB ON GRADE ON EXPANSIVE SOIL COMPACTED
FILL SHALL BE PLACED ON A 4' FILL [IF COARSE AGGREGATE
OR ON A 2' SAND BED COVERED MOISTURE BARRIER MEMBRANE,
THE MEMBRANE SHALL BE AT LEAST 3 1/2" THICK AND SHALL
BE REINFORCED WITH # 4 BARS SPACED AT INTERVALS NOT
EXCEEDING 26' EACH WAY,
3 TYPE OF SOIL AND BEARING VALUE PER T 18-I-A.
4 PROVIDE RAIN GUTTERS AND COVEY RAIN WATER
TO THE STRET.
S IF ADVERSE SOIL
CONDITIONS ARE
INVE*STIGAIONREPORTMAY BE REQUIRED, FIGURE18 i�I2,
.1, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CDNDITTONS Of THE JOB SITE BEFORE
STARTING ANY WORK MO BE RESPONSIBLE FOR THE SAME,THE ARCHITECT SHALL BE NOTIFIED
OF ANY DISCREPANCIES WHICH MAY EXIST, CONTRACTOR SHALL NOT SCALE ANY DRAWNGS.
2. THE CONTRACTOR SHALL PROVIDE SUPERVOON TO PROPERLY EXECUTE THE PROJECT AND TO
PROVIDE ASSURANCE THAT THE WORK IS IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS,
3, ALL NECESSARY PERMITS SHALL BE SECURED BY THE CONTRACTOR PRIOR TO THE START OF ANY
CONSTRUCTION,
4, Doi NOT SCALE DRAWINGS. CONTRACTOR SHALL USE DIMENSIONS ON ARCHITECTURAL PLANS TO
LAY -OUT MALLS, FOUNDATIONS AND OTHER ELEMENT& IF DIMENSIONS QUESTIONS OCCUR TH£
ARCHITECT MUST BE CONSULTED.
5, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CMITIO3NS AND REPORT ANY
DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING WITH WORK. ALL DIOSIONS ON THE
PLANS ARE TO BE VERIFIED WITH THE ARCHITECT.
6, ALL CONSTRUCTION AND MATERIALS SHALL COMPLY lWTHI AND BE INSTALLED IN ACCORDANCE
WITH ALL THE REO UIREMENTS Of ALL LEGALLY CONST TM PUBLIC AUTHORETLES HAVING
JJRISDICTIDN, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF
THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA,
T THE GENERAL CONTRACTOR SNAIL BE RESPONSIBLE FOR MNG AND PROVIDING BRACING
DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL. LOADS TO WHIGH THE STRUCTURE MAY
BE SUJECTED.
$. SUBSTITUTIONS OF SPECIFIED PRODUCTS (e.g, SIMPSON STRONG TIE) FOR EQUIVALENT
PRODUCTS IS NOT RECOMMENDED.
9, SEE ARCHITECTURAL NOTES AND SPECIFICATIONS FOR ALL ADDITIONAL REQUIREMENTS,
10, NO DEVIATIONS ARE ALLOWED FROM THE STRUCTURAL DETAILS WTHOUT THE WRITTEN .APPROVAL
OF THE ENGINEER. ALL PLAN CHANCES OR ADDENDA ARE SilMCT 1O APPROVAL Of CITY BUILDING
BUILINNG DEPARTMENT, THE PROCESSING Of CHANGES, ASSEMBLY OF PERMIT DOCUMENTS AND AC00TION
ARE THE RESPONSIBUTY OF THE GENERAL CONTRACTOR.
STRUCTURAL, STEEL;
1
ALL STRUCTURAL STEEL AND MISC
ELLA
NEOUS ST
EEL SHALL CON
FORM
TO ASTM SPECIFICATION A36 AND SHALL BE FABRICATED AND ERECTED
IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC SPECIFICATIONS
FOR THE DESIGN, FABRICATION, AND ERECTION CIF' STRUCTURAL. STE L
FOR BUILDINGS, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR
APPROVAL PRIOR TO FABRICATION.
2 SHOP WELDS MUST 'BE PERFORMED IN A L.A, CITY BUILDING
DEPT. LICENCED FADRICATOR'S SHOP.
3 UNLESS A LARGER SIZE OF FILLET WELTS IS SPECIFIED ON THE PLANS,
ffpyAPE THE MINIMUM SIZE OF WELD PER RISC SECTION AND TABLE
4 no�"16�4 kE",CUNFURM TO ASTM A53, GRADE B, UNLESS NOTED
5 STEEL TUBES SHALL CONFORM TO ASTM A5001 GRADE B, Fy w 46 KSI,
UNLESS NOTED OTHER WISE ON PLANS,
6 BOLTED CONNECTIONS SHALL USE MACHINE BOLTS, CONFORMING TO
ASTM A307, WHERE SPECIFICALLY NOTED, HIGH STRENGTH BOLTS,
CONFORMING TO ASTM A325 SHALL BE USEDI
7 ALL WELDING IS TO COMPLY'WITH AWS SPECIFICATIONS AND IS TiO BE
DONE BY CERTIFIED WELDERS AS REQUIRED BY THE DEPARTMENT OF'
BUILDING AND SAFETY, ALL WELDING IS TO BE DONE BY THE ELECTRIC
ARC PROCESS AND !SHALL BE PERFORMED WITH APPROVED EELECTROI ES
AS REQUIRED BY THE BUILDING CODE, WELDS ARE DESIGNED AT FU L
STRESS AND MUST BE DONE IN THE SHOP PF A LICENSED FABRICAT R.
ALL WELDS ARE TO BE E70XX.
a CONTINUOUS INSPECTION IS REQUIRED FOR ALL FIELD WELDS UNLESS
NOTES OTHERWISE,
9 WHEN APPLICABLE, iALL WELDING IS TO BE DONEE BY WELDERS CERTIFIED
BY THEM CITY OF LiOS ANGEELEwS DEPARTMCNT OF BUILDING AND SAFETY,
REINFORCING STEEL
I ALL REwINFURCING STEEL, DOWELS, AND TIES SHALL CEORFORM TO ASTM
A615, GRADE 60, UNLESS NOTED OTHERWISE, #3 BARS SMALL BE ASTM
A615, GRADE 40, DEFORMATIONS SHALL BE IN A ACCORDANCE WITH STM
A-305,
ASTM A-615, PER CRSI STANDARDS
#4 AND SMALLER GRAVE 40
#5 AND LARGER GRADE 60
2 ALL REINFORCING ;STEEL SHALL BE LAPPED AS INDICATED ON THE
DRAWINGS, WHERE ;LAPS AND/OR SPLICE" LOCATIONS ARE NOT
SPECIFICALLY INDICATED, VERIFY WITH THE ENGINEER IF' A SPLICE' CAN
BE PROVIDED, ALL; REINFORCING STEEL SHALL BE LAPPED WITH A LASS
'C' LAP. UNLESS NOTED OTHERWISE. ALL SPLICE LOCATIONS SHALT.. E
SHOWN ON SHOP DRAWINGS AND APPROVED PRIOR TO F'AFIPIE: ATiON.
3 WELDED WIRE~ FABRIC SHALL CONFORM TO ASTM Aq2 AND A185.
4 DIAMETERSCORITWOT(a) FEET MINIMUM,SUNLLESSENOTED OTHERWISE,
EPDXI ANCHOR
11 ALL EPDXI ANCHORS SPECIFIED ON THE PLANS SHALL BE BY ONE
OF THE, FOLLOWINGS MANUFACTURES AND SHOULD BE INSTALLED PER
THE MANUFACTURER'S RECOMMENDATIONS )
A, HILTI 'NIT! C-100' EPDXI ADHESIVE: ANCHOR
LARR' 24919, ICBO' 4419
B. RAMSET 'EPCON SYSTEM CERAMIC 6' EPDXI ANCHOR
LARR' 24975, ICBU' 4285
C. SIMPSON STRONG -TIE 'EPDXI-TIE' ADHESIVE ANCHOR
LARK' 25185, ICBEO' 4945
D POPE
3R ICBEO S 'CIA -GEL" EPDXI SYSTEM
446
2. CONTINUOUS SPECIAL INSPECTION BY` A RE IISTERED DEPUTY INSPECT; R
IS REQUIRED FOR ALL CPDXI ANCHOP INSTALLATIONS,
STRUCTURAL GENERAL_ i
THE; FOLLOWING APPLIES TO 4LL SHEAR WALLS WITH A SHEAR
VALUE GREATER,:THAN 300 plP, THESE WALLS SHALL BE CLEwAR0
IDENTIFIED ON THE; PLANSe
I 3 x FOUNDATION; SILL PLATES,
2 3 x STUDS AND BLOCKS BETWC E:N ADJACENT PANELS,
3 I/2' EDGE DISTANCE FOR PLY OOD BOUNDARY, NAILING,
4 STAGGER NAILS IF NAIL SPACI G IS LESS THAN 2' OZ.
5 SQUARE PLATE 1�ASHERS SHALL BE USED WITH ALL ANCHOR BULT f ,
5/0' BOLT M ;? 5x2,$xl/4 3/4' BOLT ., 215x2,75x5/16
7/8' BOLT - 3x3x5/16 1' BOLT - 35x3,5x3/8
6 PLATE: WASHERS: ARE: REQUIRE V FOR ALL HOLDOWNS:
PRODUCT APPROVALS
1 HOLDOWNS
HD2A LARR # k4818
HDSA ;LARR ## 24818
SSTB LARR #/ E5248
2 STRAPS
MST37 LARR 25119
MST48 :LARK , t 25119
MST60 t ARR i # a'5119
3 JOIST HANGERS:
LSSU LARK Itt 24949
U46 'LARR # 24947
U210 LARR # 84947
U21w LARR ## 24947
4 ROOFING ,TILE
E AGLEELIfe LARR # 25021
5 DECK:
DECK COATING !LARR # 23811
6 FRAMING CLIPS
A35 LARR # 25119
7 WATER PROOFING
XYPEX LARR # 24643
I
13Y DATE
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DATE,
SCALE: AS NOTE-D
DRAWN:
JOB NO.:
srirF" 5 E
OF
i
M,
CERTIFICATE OF COMPLIANCE; RESIDENTIAL (Page t of 3) CF-I
Project Title Date
"�� f Y�f. /.,'r"�, �G r � �� �'.a •.. rri fit �'�
ProjeM Address .N 9 fi r p Building Permit #
Documentation Author Telephone Plan Check J irate
r_ &4 . e
Field Check t Data
Compliance Method (Package or Computer) Ctilinato Zone
GENERAL INFORMATION
Total Conditioned door Area _Z3,9 fta Average Ceiling Height: ft
Conditioned Stab Floor Area _ . ftz
Building Type; —Single Single Family ZAddition
(check one or more) Multi -Fatally existing -Plus -Addition
Front Orientation:/3 rr North / East) 'Vest / All 06entations
(input front oriontation In ograaa from True North and circle ono)
Number of Stories
Number of Dwelling Units;
Floor Construction Type: Sla Moor (circle one or both) t5
RADIAU,BARRIEIZ (required n climate - 5 Required for this submittal zyes __no
.BUILDING ENVELOPE IL48U LATIO
Component
Type
Frame Type
wd -wood
stl = steel
Cavity
Insulation
R-Value
Sheathing
Insulation
R-Value
Fatal R.
Valuel
Assembly
U-Factor'
Location/Cot merits
(attic, garage, typical, etc.)
Wall
0,4' «�nrr-ram
Wall
Roof
Roof
Floor
Floor
Slab Edge
r a i t'v md t l y4i e and Ass owood-framed w ttma t v' -v u
i t'amattiremenO for the Prescriptive PackagiL,
FENESTRATION
Shading Devices
Fenestration
#t'i' elites.
Front
Orien-
tation
.547w
Area
(ftz)
Fenestration
U-Factor
Fenestration
SHOC
,E
Exterior
Shadin4 Att.,
Overhangs/
Fins
Front
Left
hr17"
S'3,
0,
Lett
Rear
-
s?
NA
Rear
Right
,[ 1 T
'a
Ri ht
S ti ht
S li ?-rt
Compliance Farms August 2001 A-2
MANDATORY MEASURES CHECKLIST: RESIIDENTIA.L (Pa e i of MF IR
Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used,
Items marked with an asterisk (4) may be superseded by more stringent compliance requirements listed on the Certificate of
Compliance, When this checklist is incorporated into the permit docuntants, the Features noted shall be considered by all parties as
minimum component performance specifications for the mandatory treasures whether thoy 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): Minimum R• ceiling insulation.
§1$0(b); Loose fill insulation manufacturer's labeled R-Value.
§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-Factor in metal frame walls
does not apply to exterior mass walls).
4
?1150(d); Minimum R�/r [sad Floor insulation in (ranted floors.
§ 150(r) ; Stab edge insulation • water absorption rate no greater than 0.3%, water vapor transmission rate no
teeter than 2.0 erm/inch.
/At
§ 118: Insulation speciflod or installed erects Insulation quality standards, indicate typa an form,
§316-17: Fenestration Products, Exterior Doers and Controls
1. Doors and windows between conditioned and unconditioned spaces designed to limit sit leakage.
1 Fenestration products (except field -fabricated) have label with certified 1.3•1~actor, certified Solar Heat
Gain Coefficient (SHOC), and infiltration certification,
3. Exterior doors and windows weathorstripped; all joints and penetrations caulked and sealed,
§150tg): Vapor barriers mandatory in Climate Zen% 14 and 16 only,
°vim
§ 1 S0(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards,
f
Installation of Fireplaces, Decorative Cos Appliances and Gas Logs.
1, Masonry and factory -built fireplaces have;
a, Closeable metal or glass door
b, Outside air Intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilot lights allowed.
Space Conditioning, Water Pleating and Plumbing System Measures;
§110-§ 113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission,
§I50(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA,
§ t 50(1): Setback thermostat on all applicable heating and/or cooling systems,
✓
§ 1500): Pipe and tank insulation
I• Slorago gas water heaters rated with an Energy Factor loss than 0.58 must bit externally wrupped with
Insulation having an Installed thermal resistance of R. 12 or greater,
2, First S Not ofpipas closest to water heater tank, non•reolroulating aystams, Insulated (R•4 or greater)
f
3, Back-up tanks fbr 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 ofhot water systems.
S, Cooling system piping below $51 F insulated,
6, Piping insulated betweon heating source and indirect hot water tank,
Compliance Forms August 2001 A-5
i
t CERTIFICATE OF COMPLIANCE; RESIDENTIAL, jtfa e 2 of 3) CF-IR
Project Tide mate
II'VA.0 SYSTEMV
Note: input hydronic or combined hydrunic data under Water Heating Systems, except Design Heating Load,
Distribution
Beating Equipment Minimum Type and Duct or Heat rump
Typo (Nmliao, heat Effaeiency Location Piping Thermostat Configuration
pump, ate.) (APUE or HSPF) (ducts, attic etc•) i2-Value Type (split or 2acka&ej
j��tz' °
Cooling Equipm nt inimurm Duct Heat Pump
Type (air conditioner, Efficiency Location Duct Thermostat configuration
heat pumB, eve , coolie SEER attic etc. R-Value Tyee (split or package)
Al
SEALED DUCTS and TXVs or Alternative Measures
i.a Seated Ducts (all climate zones)
(Installer testing and certification and HERS rater field verification required)
TXVs, readily accessible (o bn4tc zones 2 and a• i $ only)
(installer testing and certification and HERS Rater or field verification required)
0 Refrigerant Charge/Air Flow (chtnate zones 2 and 8.15 only)
(Installer testing and certification and HERS Rater or field verification required)
OR
A.Iterriadve, to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone)
Climate Zone Window SHGC Window U- actor SEER Heating
WATER HEATM SYSTEMS
Energy' External
Rated' Tank Factor or Tank
Water Heater Distribution Number Input (kw Capacity Recovery Standby' insulation
Type W-Type in S stem, or Btu/hr) ient Las °/a R-Value
i. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and heat 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 (adex ra sheets if necessa • Package C and D/ TXVs, Sealed Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section & 13 of the 2001Residentiat Manual).
Package C: thermal mass (thermal mass type, covering, thickness, and description),
/'.fir ,� r r4 .✓T°" >�SiQ •�?,� r
Compliance Forms Aurgutst 2001 A-S
MANDATORY MEASURES. CHECKLIST*, RESIDENTIAL (Page2 oft) F-IR
Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach med.
Items marked with an asterisk (*) may be superseded by more stringent compliance requirements lasted on the Certificate of
Compliance, Whdn this checklist is incorporated into the pennit documents, the features noted shall be considered by all parties as
minimurn 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 NIA if not applicable.
DESCRIPTION
DESIGNER.
ENFORCEMENT
Space Conditioning, Water ideating and Plumbing System Measures: (continued)
" § 150(m): Ducts and Fans
1, All ducts and plenums installed, sealed and insulated to meet the requirtnwrit of the 1998 CMC Sections 601,
603, 604, and Standard 6.3; dusts insulated to a minimum installed level of R-4.2 or enclosed entirely in
conditioned space. Openings shall be Sealed with inastic, tape, aerosol sealant, or other duct -closure system
that meets Ute applicable requirements of tJL 181, UL 181A, or UL 181 B. If mastic or tape is used to seal
openings greater than 114 inch, the combination of mastic and either mesh or tripe shall be used, Building
cavities shad not be used for conveying conditioned air. Joints and seams of ouct systems and their
components shall not be scaled with cloth back rubber adhesive duct tapes unless such tape is used In
combination with mastic and drawl,suds,
2. Building cavities, support platrorms for air handlers, and plenums dafincd or construcfed with materials
other than seated 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 crosmoctional area of the ducts,
3. Joints and seams orduct systems and their components shall not be sealed Willi cloth back rubber
adhesive duct tapes unless Such tape is used in combination with mastic and drawbonds,
4. Exhaust ran systems have back draft or automatic dampers.
S. Gravity ventfisting systems serving conditioned space have either automatic or readily accessible,
manually operated dampers.
6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight,
moisture, equipment maintenance, and wind but not limited to the !allowing: Insulation exposed to
weather shall be suitable for outdoor service e.g., protected by aluminum, sheet nictaf, painted canvas,
or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is
water retardant and grovides shielding from solar radiation that can cause degradation of the material,
1 K. 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 futuresolar heating.
b. Cover for outdoor pools or outdoor spas,
3. Pool system, has directional inlets and a circulation pump time switch.
§ 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no
continuously burning pilot light. Exec tfon: Non•electricat cooking a2ellances with pilot < 150 Bnt/hr
§ 118 (f): Cool Roof material meet specified criteria!
Lighting Measures:
§ t 50(k) l.: Luminairas for general lighting In kitchens shall have lamps with an ofricacy of 40 lumens/watt
or greater for general lighting In kitchen$, This general lighting that) be controlled by a switch on a readily
y�
acossib a lighting control 2anel at an entrance to the kitchen.
# 150(k)2.; Rooms with a shower or bathtub must have either at least one luminairc with lamps with an
efficacy of 40 lumens/watt or greater switchod at the entrance to the room or one of the alternatives to this
r
y/
requirement allowed in § 150(k)2.: and incandescent recessed ceiling fixtures arc IC (insulation cover)
approved,
Compliance Forms August 2001 A_6
C
CERTIFICATE OF COMPLIANCE; RESIDENTIAL (Page 3 of 3) CF'IR
146. To
Project Titie Date
COMPLIANCE STATEMENT
This certificate, of compliance lists the building (rattans arld perform;3rloe sped cations needed to comply with
'title 24, Parts l and 5 of the California Code of Regulations, and the adminlstra:tive regulations to implement
them. This certificate has been signed by the individual with overall design responsibility, When this certificate
of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that
is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using
duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS
rater.
Designer or Owner (per Business and Professions Code) Documentation Author
Name: Name: ,)d,,, A1Z
Title,(Firm: i'itletFtixn: t pry t-.c °t�7-- �r,,, m a
Address: Address: 9
r a
Telephone: 3 Telephone:�--$`
Lie. #:
-- �u -
9`�L)
(signature) (sig lure r M date}
Table 0w101, Solar Heatt Unity Gioafflalentb WOO f r Form S
and Computer Perfortrtance Methods 1,
Enforcement Agency
Name;Extetlor Sttading Attaahment/Dovlcs3,t SHGC�
Title; 1) Standard RuV Screens 0,70
Agency: 2) Exterior Sunscreena with weave 83*16/inch 0130
3) Louvered Sunscreens wilouvers fis ,27
Telephone; S 1 8 A} d
Low Sun Angle (LSA) Louv red Sunscreense as open(nge 0,13
a) Bolt -dawn Awning : 0,13
13) Roll Down Blinds or Slate 4,13
(sierra a am) 1 ate) 7) Nana (far skylights only) 1.00
1, These values may be used on Ilne 11 of the $olar Heat Qaln Coetfitalent Workshoet (form S)
calculate exterior shading with other dazing typos and combined Interior and exterlor shading wl
glazing. I
2. Bxtedar operable awnings (canvas, plastlo or me(sl), except those that toll vertically down and covf
the entire window, should be treated as nverhango for purposes of compliance with lice Standards,
3, Standard bug screens must be assumed for all Nnestration unless replaced by other -exterior, shsd
screens. The solar heat gain coerflclent llstod. for bug screens Is an area-welnhtsd value thf
assumes that the screens are on)) on operable windows, The solar heat galrl coefflolent of any otftt
exterior shnds screens applied only to some window areas must be area-welglited with the solar leer
gain coefficient of standard bug screens for all other glazing (see Welghted Averaging In th
Compliance Forms August 2001 A>4 Glossary), Rlfferent shading conditlons may oleo ti9 modeled oxpllcltly In the computer performance
method.
t •t,•i
`4, Reference glaes far determining solar heat gtaln oc#effletents,Is VS Inch double strength (DSS) grass,,
.. t
t /ssfir/Ilr N 0 T 1it $ A;STM 0-11I58-90 Is the Standard for Use
a The omisslvlty of thq radiant bwrler must be Radiant Sarrleer If'HVAC ducting Is pressnt.:trt the:Attib, ,sit and lnstallatlpn of radiant barrleirsystems,
equat to err less than 0,06, ASTM Vest Inapootior, eddif/ana/ endrgy. ofedit Is allowed;. See. ACM
W.etl,nd C-1371.97 Is Me 6tanoard, li Srtu,i[I: Appetldlk F.. + ' llt9t�llled srrc�rding to eppri3prlate raqulrs�
If a radlatit harrier was u$ed for :compliance renter
57'AT,5015n17r,/CAI`0N credit, crls* the Installstlon 'guldellnes pro. lndlcato the radlant barriero
vidad above for the Wider, ti rt n the G� 1i� > > C,12�24�BS Standard Speolfloation for
Especially quicell ult tar epaulet tee#ores, HefleclNe Induletion for Budding Apr
a The radlstnt barrier motAiufaLtitrer must be are the ventilation artd +air spsae require-
llaensed, and the product oertltled, by the menta that enable the radiant barrier to per» pllcatlor s;
Department of Consumer Affairs, Bureau of fotm as expected, The product must be la- 'i`'t.m: � > C�i2i-BC) Standard l�rac#lCh for In�
Horne Furnitshings and Thermal Insulation as beled as conforming to minlrnum emisalvlty f : Redlant Sorrier etsllstiarr lotto Use a! i�e.flat;tive insula-
Indlc:ated In the Consumer Guide and Dlroo,. requirements, Ctrnasruction lion In 13uliding Canstne.f l crtiv or
fveyc�b`Cerlftfied Irett/afloat Arfatarlaf, Below are the parameters for receiving credit for > > C-1313-96 Standard Speolfloatlon for
a radiant barrier, Including criteria for the Installa» Sheet Hodlant Sarrlers for Sullding
fiats packing flan, veritilatlon and material, all of which Cohlrlb. Construutlon Appllcatlon8i
►ate to the pertorrnanca of they radlant barrier,
Ali, Space •° Rafter f,Ir Space R The radiant barrier must be Installed c
tnsfallaf/orel cover
C>3dianf [ttitant all gable end: walls and other var#lcol our.
terrier > , Barrier follow Thefaces in the Iodic,
ing conditlons are roqulred:
Insulation ] Insuiatlnn The manufaclu' rer of the radiant barrier must
• •ar�;'�,�r. .,,'riff;+�;•; �#:-��:a, :. w. , e Securely Installed In a Permanent roomer rovlde e p test data, documentalloni or, produot
Jots: 1' r • ':r' : _ ?�rrf :(sfi:�s: Jolat � � with .tree shiny side ([he ,side with low emit.
.r r 4 t labs r
' , tenon facie do 1l ,g showlttg canfarml ntre to cgrtlflcatlarr
) 9 down reward the rstfla fltanrr
i, x; „t:i• .r,. ,;,.it,re uirements, .
•; t tl
lCt .: •;b. a'.. °, r. ti•ln;'S r"a i .qd�.' {�., aid. ..,� �^"»
lnstal.ed to the roof truss/raflere (top vhal'ds
In any of the following methods, with , #h Ventilation
matorlal:
Attlo vantllnllan must be provided to:
Method 1: Radiant Barrier Draped Over Method 2: Radiant tearriar Attached Draped over the truss/taller tha top �
Pap of Truss/14stler oetween Tmas/ftaftars chords) before the upper roof decking Is ® Conform to manufacturer's Instructions,
Installed, 1 4 Provide a min#mum free ventlistian area of
>> Spanning between the truss/rafters (top net less them ohe square foot of vant area for
cliords) and secured ((stapled) to each each 160 equate feet of sale floor area,
Roof Dooldn)b .}' side,
r
AIr spacer a No lose than 30 percent upper vents,
i2atier �� Secured (stapled) to the bottom surface
Radiant Radiant of the truss/rafter (top chord), A minlmum 6. A minlmum gap of,5 Inches provided at the
Barrier Barrier air space must be maintained between - bottom of the radiant barrlar and at the top of
the tap surface of the radiant barrier and the calling Insulallon (except for method 4
tnsutaliorr : ,' Insulation roof decknng of not Tess than 1,6 Inchas above),
et the center of the t
Moist ,?� .� • fuss/rafter span,
'tr'� +FYx` fk' r 't Y~ ,ul�xi:•� k;?.Y `2-{1t, ,J,':•Iv:i
—•�`Joist r:[�" . �t;r'� �
l :, ; � .,,• :. °.,. t. ix, ? :� <. A minimum of Olx () Inches measured l)arl-
,~�x,• ,1 .t'` t• ;'t" i?m.. l: ` 4_> t „rf,p » Attached (laminated directly to th
.•r1,t. ) y e un. xontally) left atithd roof peak t0 allow hat aIr
t•f.: k . r;;`,� deralde of the root decking, The radlent
try ascaps frrrrr the air spaca between (lie
L,. :..�• ;;t.f., . {„r:. f r. Ni•: ) barrier must be laminated and perforated raaf deCklhg On the top surface of Ills redl-
1` by the manufeoturer to :allow rriols-
lure/vapor transfer through the root deck, ant battler (excppl far method 4 above},
Method 3: Radlarlt Barrier Attached to Method 41 Asdlaht 13#rrlsr Attached to o fridge vents or gable and vents are recom.
Bottom of Truss/Manor underside of roof t)eck See 1~Igura 8.g tar several axatttplas of fiaidltsnt manded to aclilevs the beat performance,
barrier Installations, The material a0buld be out to alloW for full all,
l~Igurs 8-8t Radlant Barriers now to the venting,
Speclal Compliance Toplas
8.28 644
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