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I, ALL GJNORETE UNLESS OTHERWISE NOTED S— BE R-1— GRADE
PURUNS 2"TO 4�Wt()F,
TYPE (156, 'CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM JOIST,6 &DEEPER No.I y
G33 WITH PROVEN SHRINK AGE CHARACTERISITCS OF LESS THAN 0.05 -A, BEAMS, PURLINS OVER 4'WIDE No. I It
SUSPURLINS 2" TO 4" WIDE, 6& DEEPER No. I
0
STUDS 2'4'OR 3"xV ST
2.- READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM 0 LEDGERS No, 2x
94 PLACEMENT OF CONCRETE SHALL. CONFORM TO A01 301. STUDS Zxe" LOS
NoI
3, CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR SLOW ALKALI POSTS S'x Sr AND LARGER No. I I
CONFORMING TO ASTM C-150. SILLS, PLATES AND BLOCKING No. 2 e
D At mofal'eL
4.-MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 26 DAYS FOR; 4.. SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 4W OF (j)
GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTOF) SILLS SHALL BE BOLTED TO
THE FOUNDATION WITH SW DIAMETER x 10* LONG BOLTS AT 4W ON CENTER Ir MINIMUM
FOOTINGS 2,500 PSI FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INUESS OTHERWISE NOTED.
SLAB OR GRADE 2,500 psi z
SIDEWALKS 2,000 PSI P H < 171
5,- STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED 10 THE WALL 4 835 1585
5,- MAXIMUM SLUMP SHALL NOT EXCEED 4'.
WITH 6/8"ANCHOR BOLTS AT 24'01C. F X 714
835 1428
6- ALL NON BEARING STUD WALLS, SHALL BE Z'x STUDS AT 16'01r, WITH 5/8"GYP. BOARD
6, CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS EACH SIDE, UNLESS OTHERWISE NOTED. 2017 W. A L C o A v e,
4 AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED S A N T A A N A
IF SATISFACTORY
PERFORMANCE CAN BE ASSURED,
7, ALL STUD WALLS SHALL HAVE FULL HEIGHT 1' x $'DIAGONAL LEFT -IN BRACES AT ENDS
AT INTERVALS NOT EXCEEDING 25 FEET OIC UNLESS OTHERWISE NOTED ON PLANS, BRACES CALIFORNIA 9 Z 7 0 Z
T. ALL REINFORCING STEEL ANCHOR BOLTS, DOWELL$ AND OTHER INSERTS SHALL BE
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED, ADEQUATE SHALL COVER A MINIMUM OF SIX STUD SPACES. Z A A D R A F T I N 0 0 M S N . C 0 tw
CLFANOUT$ SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS POR PROPER
8� COMMON NAILS SHALL BE USED.
CLEANOUT AND INSPECTION. ILL
REVISIONS
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9.- FIRE BLOCKING 2'x 1 Ii " THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR
8.- VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL. PROVISIONS LEVELS AT EACH I O'HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS.
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS S7-26. 0
9.- EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH 10.- JOISTS SHALL BE SNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS
OF S'WHERE JOISTS ARE 2'x 12'OR DEEPER, 0.
CHAMFERS UNLESS DETAILED OTHERWISE.
10, CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MrX TO THE 11 .- MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE: 0
2!* X lf(406"O/C UP TO 14'-0"
ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK,
2" x 6"@ 16" OTC UP TO 20'-0"
I I - NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE EXCESS OF 95 - F. 2" x 9'@ 16'010 UP TO 26'-0r'
12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL SEARING PARTITION WALL$.
12,- WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
13.- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 11.�2` AND A MAXIMUM 1/16* 0.
aL_YVV00D LARGER THAN THE BOLT DIAMETER.
1, PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1.95 AND SHALL BE STAMPED WITH 0
REINEQfR_CING STEEL
THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE
uJ
ON T14E PLANS-
I.- REINFORCING STEEL SHALL BE:IINTERMEDLATE GRADE DEFORMED SEARS AS FOLLOWS-,
2: EACH SHEET SI101L HAVE A MINIMUM AREA OF 0 60. FT. WITH A MINIMUM DIMENSION OF FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS.TIES:
i 2 FEET. # 3 BAR AND SMALLER ASTM A415GRADE 40
#A BAR AND LARGER ASTM A- 615 GRADE 60
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3.- SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED 2, DEFORMATION 'OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM AAND
-
ANDPPROVED BEFORE COVERING- 30
A
SENDING IN ACCORDANCE WITH ACI-318-95.
FgUNDATION NOTES 3.- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR:
(EXCEPT AS NOTED OTHERWISE)
I.- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL BEARING NOT EXPOSED TO WEATHER OR EARTH 1
mtssuk PrzR2001 UNIFORM BUILDING CODE SHALL
AL EXPOSED TO WEATHER 1%,
EXPOSED TO EARTH
CONTINUOUS FOOTING 1.0W P.S.F. PILASTER, BEAM &COLUMN TIES z
ISOLATED FOOTING 1,000 P,S.F, FORMED FOOTING AND WALL EXPOSED TO EARTH Z,
0
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3'
2- ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR SLAB ON GRADE 2' F-
APPROVEDCOMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE. Q
4, SPLICE IN CONCRETE:- D
&- ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND. COLUMN UNLESS MINIMUM OF 36 BAR DIAMETER OR-12'WICHEVER IS GREATER. v
OTHERWISE NOTED.
4.- FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS. -M AND 1�82. z $ITE:
S� WELDED WIRE FABRIC SHALL CONFORM TO ASTM A
6.- ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACT31s.96
S. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
IN , CLUDING LAGGING, SHORING, AND, PROTECTION OF ANY ADJACENT PROPERTY 7.-ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC, SHALL BE SECURED
STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND PLACE PRIOR TO PLACING ANYtONCPETE OR GROUT. w
LOCAL SAFETY ORDINANCES. (L
8.- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-616 0
6, ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS GRADE 60.
AND/OR. SHEDULES.
9: ALL REINFORCING BAR SENDS SHALL BE MADE COLD.
7, ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.O.)
10,- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY
0
4, ALL Emmo UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR.
BE REMOVED AND RELOCATED.
I I. REINFORCEMENT THAT IS PARTIALLY EMBEOED IN CONCRETE SHALL NOT BE FIELD SENT
a, ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN
(THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO I APPROVAL OF THE ENGINEER OF RECORD. iC
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. z
WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED, PROVIDE l 0
10 FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE CLASS 'C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SMALL BE CLEARLY SHOWN ON
�SUE VARYING SUBSURFACE CONDITIONS, SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION. 0
Lum -BEA 13.- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF 0
STANDARD PPACTICE"FOR; REINFORCING CONCRETE CONSTRUCT" BYWORSf.
1, ALL LVIVISER SMALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION t ZS06XCAO)- 114,, Lf-Af%R4M;SVft41.MPARALLEL BAR$ IN LAYER SHALL NOT BE LESS TIM �1-'NOR jl�
SARA -.tkm R w
0& , P*' iF smE 0: i
gb"1A, HOWL BE D[RECTLY ABOVE BARS IN 2, RAFTER, SEAMS, PURLINS SHALLSEDOUGLAS MNO. M-0 y0k, 0 FIRST LAYER, MIWOSFrAf4f� z
UNLESS OTHE"ISE,NOTEO.
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ATTIC, VENT. CALUS z
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2 1144�- 42
50 ; �
439 S.F.61150= 2.92 x 144= 421 sq in REQUIRED
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.-DORMER VENT 24"diameter
3.1416x 11421=211 26 sq inch 3:
,2
2 pieces (226) = 452 sq inch
0
2. -(3) 2 o holes SAVE VENT= 9 SQ IN z
At NORTH SIDE 10 pieces
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At SOUTH SIDE 7 pieces P
At EAST SIDE - pieces 0 Z
At WEST SIDE 27 pieces z
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44 pieces x 9 = 396 sq inch
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IN
NOTE:
WHERE SAVE VENTS ARE INSTALLED, INSULATION SHALL
NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF 1" OF
AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION I
AND THE ROOF SHEATING. TO ACCOMMODATE THE I
THICKNESS OF INSULATION PLUS THE REQUIRED I"
CLEARANCE, MEMBER SIZES MAY HAVE TO BE INCREASED
FOR RAFTER -CEILING JOISTS,
ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH
CORROSION -RESISTANT METAL MESH -OPENINGS
INCH IN DIMENSION,
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DESCRIPTION OF JOB:
439 SQ FT NEW ROOM
AWN EXT'D (E) 8DRM 2, ADD
(N) DINEAM RELOCATE (I-)
UArG RM & ADD III* DON.
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NO FRAMING NOTES
PROVIDE ROOF RADIANT BARRIER
PER TITLE 4
2 A7 ROOF SHEATHING
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SHEATHINGS
✓-' ) OR OS UN
PLYWOOD (32/16 B, UNBLOCKED
DIAPHRAGM. W/ NAILING-
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USE p (C?
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. ? 16d @ TOP PLT. CHORD SPLICE W/ ST6224
FG", a (USE 1X6 SOLID SHEATHING OR A-C GRADE PLYWOOD
` c< » » AT AV
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EAVES &OVERHANG)
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':O/ 2 OF SAND WI
ROVIDE 4X P POST T A EACH END OF 4X10 OR
LARGER MEMBERS DOUR
.EXIST G FCi G t _ LE STUDS FOR 4X8 SING 2. ,.EXISTING IZ x I� CONIC. FTiv G. � .,., , , ..,. : STUD F
,r.:r � > ... / �.---�—�--",--•--•.. ,,_ �„ .,. OR 4X6 OR SMALLER M ._..
EMBERS
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TrCSC3T DOUBLE 2x; ,. �..,SOLE PLATES ARE USED,_.
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�. CONCRETE FOOTING. 12 W x 12 D W! L . � Ti�P _ Z
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,- PROGRESSIVE NAILING. L NG.
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_ NAILS ARE
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2 L 4 REBAR DOWELL 6 E p^7���±
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INDEX 32��6 UNBLOCK �® ��� NOTED
FIELD
. PROVIDE ROOF WITH PILOT HOLE AND WRENCH.
GZA��6. ALL LAG BOLTS (LB) TO BE 8 LONG
5-NEW CONCRETE LANDING 5
t
r
RADIANT BARRIER �
�� PLYWOOD UNDERSIDE
_..,.. , ,,,t. RAMING MEMBERS
_, H, E S {7R BLOCKING SHALL
`�, . ..<<.� _ � xx Yr ; t L. # 4 LL BE PROVIDED
„ sa ., � � .... F. ,,. �. �$ L REBAR D£?WELL s INTO EXISTI!h1G ,
d g-� �7�
AT ALL EDGES OF ALL PLYW'D SHEET 1
>, S N SHEAR WAl
FC)QT G 4$ o/c. YP .
.. , �a �+
8. AL P >; MATCH
., ..� .. L PLYWOOD PANELS SHALL B
IA.B.6 7 alc MAX 12 ,....,_,.:. MANUFACTURED USING EXTERIOR LUE. EXISTING S.F.R.5.�,20 flf15 FELT tV���LA�A�T I~RCIIvI ENDS MIN 2 PEIi'. FIELD 7 iVII :iNF3 D N E
3 5 � 3
W12 x 2°' x 31I6" PLATE WASHER TYP . 2 LAYERS OF 1 #
{ , } 9 5 FELT SHALL BE USED AT ,
° {
ALL STUCCO APPLIED OVER PLYWOOD.
SsD
NOTES ( 1{}. SD1 R ALLOWED BORING
SEE'.�DETA(LS FO
AND NOTCHING OF STUDS AND JOISTS
a.- VERYFY HRDWR. LOCATION w/ F"LR. PLAN. 13
b.- HOLD-DOWN ANCHORS .M 7ST,BE TIED IN PLACE
11. SEE DET. 5p# FOR TYP. EXTERIOR
` l PRIOR TO FOUNDATION INSPECTION. }
f. WALL FRAMING
12, MIN_ 2X6 STUDS La.16" O.C,
c.- SURFACE WATER WILL DRAIN AWAY FROMAT PLUMBING WALLS.
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r �� _ 13, ROOF DIAPHRAGM NAILING TO BE INSPECTED
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In
DESCRIPTION OF JOB:
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7 4' 0 NEW ROOM
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AD R D (E) BDRM 2 D --
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BEFORE COVERING, FACE GRAIN OF PLYWOOD
Q d,- HOLD-DOWN CONNECTOR BOLTS INTO WOOD { ` D
' SHALL. BE PERPENDICULAR TO SUPPORTS
I F'RAIWNG REQUIRE APPROVED PLATE WASHERS,
14, DOUBLE
,. BLE JOIST ARE REQUIRED UNDER P - AND HC)LAWDCiWNS SHALL $E TT�CrH'I"4NE► Ifi.FST ?= : E ARAL L E L ;
� �#G PARTITIONS ON
_. �Cx TO �iJ�RTG i"I� ALL Fi�:��.
17
CALIF. FRAMING PROVjbE lX6 LET -IN BRAC�O (IF NO SHEAR 2 ROW& T-�, i WALLS, OCCUR) @ 60 IANCHOR MAX. �: 45' MIN� W/ 2X4 CRIPPLE (3) 8&'�(fk END & EA FT F
PAEPARED B
�V I'- I I 5 . ! z . . STUDS l(o O.c- STUD.,,'8RACE EA. PLT� 0 CORNER,', 25'O.C. MAX. 2X SHAPED 5ILL II
EAR, WALL IFOR FULL STUD PROVIDE 2X FIRE BLOCK "','WHERE WALLS 4k K I2 IC, e, L I" tj L� L, XCEEQ'�',��.,10'11, & AT AL L EXIST'G ROOF Ia C, 1e L
& 5' FIRM CORN'R EN ------- 4— OFFIT LINES L
CL'G & &HT'G O/ RF. RFTR. 0
2X STU S
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2X P.T0,,,F. SILL PL I.
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FOUNDATION PLAN, P R 0 V I 0
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MIN. 12,,� MAX F��'
SILL END
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STUD 6 1,8>" O.C.
14M
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BOLT
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MIN.
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MAX.
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LOAD
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E3ARRItR� UNDERSIDE IF ICBO* ER5279 OR R,R� 25279 BL<'G LU/ A-35 2x2 O.C;_ LINO. Z
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SIMP. A35 EA. I2 EXISTING CONC. FOOTING SIDE ui T
AN no- 3. DRILL HOLE LARGER
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uj Lj
IE L TOP PLATE. PER PLAN <
4. THREADED ROD W/ EPDXY ET
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OR 9-2x 2 I- ST2115 48" O_C� IN 1 4" MIN.
LID5 EDGE DIST,
L — — — — —
2-2x TOP LIEU OF 'IX4 TIrS 0
NOTES:
BM 2- B�N, SIMP. ST18 AROUND-j OR BEAM CORNER TO TOP 2 X RIDGE BOARD 3 A.SPECIAL INSPECTION REQUIRED
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B. DRILL HOLES PER MANUF. SPECS, OR LAP 4- PLYW*D ROO,F SHEATHINO PER PLAN,
C. A307 THREATED RODS W/ SIMPSON
5- ROOF RAFTERS PER PLAN 0
SET EPDXY ICBO -5279
R W 5EE� IFOI E,4FZ T 6- 2X4 TIES 48" 0,C. INDICATED EMBEDMENT INTO
WALLS 7- 3- l6d TYP, CONCRETE TO BE MAINTAINED
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AT RAISED FLOOR FOUNDATIONS Ill
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PERMITTD eY SOILS REPORT IF 411111111111111IF
APPLICABLE. USE ANCHOR BOLTS SHT*G
z LONG ENOUGH FOR MIN. 7" EMBEDMENT AN
BORED HOLES MAX 40
% OF STUD WIDT14 -s BEARING WALLS, 6096 MAX. BEYOND COLD JOINT INTO FOOT'G UN CS SLAe 1S WN- 7'! THICK LES -S NON -BEARING WALLS. 7
OVER COLD JOINT. f2x 0" O.C� T 2. CONC. FTG, PER PLAN OR- WITH MIN, PI_YW�D SPF'l, ER PLAN NOTCHES- MAX. DEPTH 2590 OF 6TUE) 2- NAILe TO RAFTER (4 I5EARING.WALL6, 409. MAX. N.
3. TOP AND 801 REINF. PER PLAN LUIDTH NON -BEARING WALLS. z 4, -4- REBAR DOWELL AT 24" O.0 (E Rc C.7-- s 0, 2-POUR OPTION ISTUD--/ LOCATION OF TOP REINF. A -POUR OPTION' T 2 5 6. 2 OR 3X P.T.D.F. SILL PLATE -PLAN A.B.PER PLAN IIPER 49� 7� 2 OR 3X STUDS 16` O.C. z
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NOT TO OCCUR ON SAME
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4, ISECTION 2320.1l.S- 2320,11,10 6 - PLYWlD PER PLAN. z 7. (N TO DRATN. . ....... . . TERIR FOOT NG �4 T IN Cf;;;� NOT(, Er:�) 5TUD6 ROOF EX
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5. 2 R INTERIOR FOOTING
DESCRIPTION OF JOB:
439 SQ FT NEW ROOM
ADD-N EXT'D (E) 13DRM 2, ADD:
(N) DINE RM RELOCATE (E)
LIiF* RM & ADD (N) DEN.
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STRUCTURAL
DETAILS,
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DRAWN: CHECKED: DATE:
JOB NO:
SHEET NUMBER:
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PREPARED BY:
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,T7ftt.OI IN r-
complianeie Method(Package or
Building permit #
Plan Check / Date
Field Chock I Dated mate _
Y
QN
J
Total l�ir3apY lllrtx� ftZ
Average Ceiling: ft
{r,'
CoLLZ y
Bulldlnh+'e ale Famliy.
Xiddrlrort
(check jinrs Mt3lti-Patitir'
Existing'lus-Addition
Front k OWO taxi: �"%� North South I East / West / All Orientations
onerilation
in degrees from True Motif' and erode one)
�'+iu3T3be� f;,f �i�4
Numb' ctf 1i11I ulii>?s:
Floor ti11 Type iced Floor (circle one or both)
-
red for this submittal / es no
Required
uired in climate
zones 2 4 &l5 y .._..,
Co
Frame Type
Cavity
Sheathing
Total R-
Assembly
l ,ocation/Comnterlts
Ty
wd = wood
Insulation
Insulation
Value'
U Factor'
(attic, garage, typical, etc.)
sti stems ;
R-a
R Value
Wall
Wall
Roof
Roof
Floor
FIoor.
Slab _EW- )&L,';
I2-Value
and °
it -Factor are Wt- r aired for awood-framed
wadi'flat meets caui#y R volt
N or .Tothl
tjg "for #ale Pne�e:iytive Packasce
° } Shading Devices
Fen
Fenestration
Exterior
{3verhangst
l3-Factor
SHGC
Shading Alt'
Fins
Fronts
Front �� ..
Left
Rear { #
,fd
Re�atr� M,
r�
Right
yn.6
Skyl1 r y,
Skylig� S
rti�s�i 1*tscris .. August 2001
kS ,S CHECKLIST: RESIDENTIAL (Page 1 of 2) IMF- It
> subject its'tee _Sbn dads must contain fiesentemm tegardless ofthe conomw teach uWL
('r) mI be suporse&d by more strings'' comilliance requite Used oil dw t'.e1tifioate of
:list is>m,iltu the petmil documents, the featttt es noted shall be c6asideredby all patties as
nance'ii ' , for the mandatory mew they are shown etset+�re inthe d
imrrlicable.W7rescompleted or enter NIA if not applicable.
tU F: -
DES10
ENFORCEMENT
D h
� ¢ t ''�`�.�ns� M �r3rrig rtstrlaben. • '�
frt y w� urer's labdOR Value.
�">..-.' ` t U Facer in metal frarttewalkt
� g 1 'tanR 33wait elation in wood tii�iieal walls orb
to or
f:*
* § 1 `Mbumum R-13 raised t%oi insulautu tit finned ftoors
eut�ilation*w absorption rate no greater than 030%, water vapor transmission rate no
i izarh. ,
eel meets r on aittAMdar& Indicate"e ami form
frt prod attesiorpoors bfiltralibuw1trationCopizois
.
tae��itioned and ureouditioned spaces designed to limit air leakwec.
" (aicgrtfield-fabricated)hmlabel with certified 3J Fa+xor, cettitied Solar Heat
2 products
Gain'co tint (SHGC),and bfiItrmoncrxtifcatian.
3. Sxtettolt and wiodasas tveath,,stripped, all jobs and pendeations -I and seated.
§ 150(g): Vapor, barriers mandatory in Climate Zones 14 and 16 only.
§ 350(p} Special infiltration barrier installed to comply with § 151 meets Commission quality standards.
§ 1500* 'kistI dlation of Fitepinces, Decorative Gas Appliances and Gas Logs.
1. Mascary and fadory-built fireplaces have:
a: C(osobtametal or gta ssdoor
b. outs id air intake with damper and cotdml
'c. Hire damper and control
2. Pki ocnatipatous burning gas pilot lights allowed.
Space conditioning Water Heating and Plumbing System Measures:
§ 110-113: HVAC equipment, water heaters, showerheads and fauns certified by the Commission.
§ 150(h): ideating and/or cooling loads calculated in accordance with ASHRAF_ SMACNA OR ACCA.
§ 150(i) Setback thermostat on all applicable heating and/or coolies systems.
§ ISOG): pipe and tank insulation
1. Storage gas water heaters rated with an Energy Factor Jess than 0.58 must be externally wrapped with
insulation having an installed thermal resistance of R-12 or grates:
2. Host 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater')
3. Back-up tanks for solar systan, unfired storage tar ks, or other indirect hot water tanks have R-12
vernal insulation or R-16 combined interal/exta'nal insulation
4. All buried or exposed piping insulated in recirculating sections of hot water systems,
S. Coding system Piping below 55°F insulated.
6 Pill � insulated betwem heating source and indirect hot water tar k
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (fags 2 of 3)
F-1R
Wt,ter ® r
Project Title late
H[VAC SYSTEMS
ore: inptl` t sty ions or combines! hydronic data under Water Heating Systems, except Design Heating Load.
Distribution
Heating Equipment Minimum Type and Duct or
Heat Pump
Type (f tmacc� heat Efficiency Location Piping Thermostat
Configuration
FttrnF etc•) (Ak1t31 or HSPF) _ {duce attic, ete.) R-Value
T�r a
lit or package)
yyy��y
11
Cooling Equipment Minimum Duct
Efficiency Location Duet Thermostat
Heat Purnp
Configuration
Type {sireamlitdouer
iroat ntimo cvaF cool) 'SEER) _ attic, etc. R-V nlue T e
lit or ac e1
SEALED DUCTS and TXVs for A1tern1tsve MLUres)
• Sealed Duets (all climate zones)
(fistaller testing and certification and HERS rater held verification required)
• TXVs, readily accessible (climate zones 2 and 8-15 only)
(fnstatler testing'and certification and HERS Rater or field verification required)
Cl Refrigerant Charge/Air blow (climate zones 2 and 9-15 (nly)
(installertesting and certification and HERS Rate or field verification required)
OR
X Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone)
Climate Zane Window SRGC Window U-Factor SEER Heating
Energy` Fxtemal
k Rated, Tank Factor or Tai1k
Water Heater Distribution Number Input (kW Capacity Recovery Standby' Insulation
f Tvve Type in stem m BUI Isall2njh E.fffciens; Loss °la R-Value
1. per small gas storage water heaters (rated rsgwts of less than or equal to 75,000 Bterthr), electric resistance, and heat pump water heaters, list Energy
Factor. For latgo gas storage water heaters (rated input of groator than 75,000 Btu/hrl list Rated tnpu5 Recovery Efficiency and Standby Loss,
For instantaneous gas water heaters, test rated input and rercvery ef6cienctes.
SPECIAL FEATURES (add extra sheets if necessary), Package C and D: TXVs, Sealed Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section S.13 of the 2001 Residential Manual).
Package C: thermal mass (thermal mass type, covering, thickness and description).
Compliance Forms _ August 2001
MANDATORY MEASURES C EC CHECKLIST: RESIDENTIAL (Page2of2) �:�f+'
-I
}dote: Lowrise residential buildings subjea'. to the standards must contain these measure. 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(my Ducts and Fans
I . All ducts and plenums installed, sealed and in iulated to meet the requirement of the 1998 CMC Sections 601,
ducts insulated te• a minimum installed level of RA.2 or enclosed entirely in
603,604, and Standard 6.3;
Conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -Closure system
that meets the applicable requirements of UL 1,3 1, (li, 181 A, or UL 1 & IB. 3f mastic or tape is used to seal
openings greater than 1 /4 inch, the combination of mastic and either mesh or tape shall be used. Building
shalt not be used for conveying conditioned air. Joints and seams of duct systems and their
cavities
components shall not be sealed with cloth bac k rubber adhesive duct tapes unless such tape is used in
combination with mastic and drawbands.
2. Building cavities, support platforms for sir handlers, and plenums defined or constructed with materials
other than seated shed metal, duct board or fiexible duct shall not be used for conveying conditioned
air. Building cavities and support platforms way oontain ducts. Ducts installed in cavities and supoit
platforms shall not be compressed to cause inductions in the cross -sectional area of the ducts.
3. Joints and scarfs of dent systems and their cv.-rpnents shall not be seated with cloth back rubber
adhesive duct tapes unless such tape is used i's, 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 of insulation. Insulation shalt be p,otected 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 c.g,, protected by aluminum, sheet metal, painted canvas,
or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is
water retardant and provides shielding from solar radiation that can cause degradation of the material.
§ 114: Pool and Spa HOAMSystems and Equipntcnt.
l .System is eertifiedwitlt 78 °lo thermal effieie Icy, on -off switch; weatherproof opetatirag instructions, no
electric resistance heating and no pilot light.
2. System is installed with:
a. Atleast 361 of pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation pump time switch.
§ i 35: Gas fiord central f rmsoes, pool heators, :ipa heaters or household cooking appliances have no
continuously bum' pilot li ht. (Exeeptian: Non -electrical cooking appliances with pilotcI S0 RIMLbr)
§ 118 (t): Coot Roof material meet specified C6,teria
Lighting Measures: ,._.
§I50. (k)l.: Lurahtaim for general lighting in kitchens shall have lamps with an efficacy of 40lumenstwatt
or greater for general lighting in kitchens. 'Dis general lighting shall be controlled by a switch on a readily
accessible lighting control panel at an cntraI to the kitchen.
§t 50 (k)2.: Rooms with a shower or bathtub mcttit have either at least one luminaire with lamps with an
efficacy of 40 lumenstwatt or greater switched at the entrance to the room or one of the alternatives to this
requitement allowed in § 150MI; and incandescent recessed ceiling fixtures ate IC (insulation cover)
approved. _
Compliance Forms August 2001
CERTIFICATE OF COMPLIANCE: RESUDENTUL (Page 3 of 3) CF-IR
L
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 FeaturesMemarks section, The undersigned recognize that compliance using
duct seating 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: �
Title/Firm; 42 Title/Firm:
Address: W. GCP ._.. WW Address: Op 1*4- W A440 -1
I.
Telephone- _ Tele hone: _' •�'�°► '
aline re) (der ) at re) (der )
Enforcement Agency
Name: ar'I✓_
Title: �--'
Agency:
TelepI« Vt44s
ICompliance Forms August 2001
Ml
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7f4 ® 285 1121
2017 W. ALCO AVE.
SAtd'1CA AAf^
3 t^At,.eFORNIA 92703
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