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PRINTED ON CLEARPRINT 1000Ht
13
j RAFTER
2X BLKG. W/A35 ANCHOR
4-1 cx i �qf
CONTRACTORS OPTION
__
USE 2X BLKG. W/3-16d
PER ELK, IN LIEU OF
A35.
f
� i
NEW 4" CONC.
SLAB
#4 DOWELS ® 24"O.C.
X2`-6" LONG
EXISTING CONC, SLAB
8" CORE 3/4.0 HOLE-
20-0" g" PLACE REBAR AND
FILL W/ "POR—ROK"
NOTE:
SURFACE PREPARATION —
ALL SURFACES MUST
BE CLEAN, (FREE
FROM LAITANCE, DIRT,
AND OTHER BOND
INHIBITING SUBSTANCES),
SOUND AND FREE OF
SURFACE WATER.
1 "=1 P-0w
14°3
0
Roof ShddlhitV.
3,
2x 4 stud ,._.... ,11
5,
E, Nailing.
6,
2x Pawls wj2_i6d es Rafter
4uxo, 4
I
4� t
4�
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1
aLo
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,1
11-- PLYWOODf�SrG �
1 T
4 S 2— Rp OF Gy(E"g NAi{. NG , NOTCH ASftg}yjp
W/ (3) 16d S PER. R/R
FGLI,.0WING LINE OF CALIFORNIA,
FRAMING
4-- PLYWOOD ROOF SHrG
fir-- 2X CALIFORNIA FRAMING
••A ROOF RAFTER
y 7 Ex
CALIF. FRAMING SHEAR TRANSFER DETAILS \1,,__J
tlk
1 ,
ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE
UNIFORM 0LIIL,DINC CODE.
2.
CONCRETE iSHALL BE DESIGNED AND TESTED AS. OUTLINED IN SPECS.
ALL CEMENT SHALL CONFORM TO ASTM C•--150,
4.
FINE AND POURSE AGGREGATE SHAL.L,. CONFORM TO ASTIR C- 33
FOR STANDARD WEIGHT CONCRETE AND AST C -330 FOR. UGHT
WEIGHT CCkICRETE.
5.
.ALL, AGGREt-ATE SHALL BE COMPARABLE TO '9..JJ' N G BRtEL VALLEY"
AGGREGATE;, THE SHRINKAGE SHALL BE AS PER ASTM C 15 7
WITH THE AVERAGE DRYING SHRINKAGE AT 28---DAYS NOT.
EXCEtDINGI0.04%.
Sa
DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT
TO NOT MORE THAN THREE PARTS SAND.
7.
ANCHOR 81PL..TS, HCLDOWN BOLTS, DOWELS, INSERTS, ETC.
SHALL. SECORELY TIED IN PLACE PRIOR TO POURING CONCRETE.
8.
CONCRETE ' SHAL.L- BE CURED 9Y KEEPING CONTINUOUSLY WET FOR
10 DAYS 6R BY AN APPROVED CURING COMPOUND.
9.
ALL STRUCTURAL CONCRETE.- F c "'_" 2!5,00 PSI '
ALL SLAB-�..,{ SLAB —ON —GRADE I '� � ��°�t� PSI
ALL CONTINUOS FOOTINGS AND FADS F'c = 2,�00 PSI
10,
ALL. CONCRETE WITH Fec GREATER THAN 2500 PSI SHALL HAVE
SPECIAL INSPECTION PER SECTION 1702 OF THE UNIFORM BUJL.DING�
CODE UNLtSS NOTED OTHERWISE.
w ,.,.
b_p
It
{ _ F
i
2. Simpson ST6224
S. Break i Platc
b . Stud,
W ml �
I• DOL TOP PLATE
22 25 28 2- SM., SEE PLANT I- HIP OR VALLEY PER PLAN
3- SIMPSON ST0236 � 2 RIDGE BOARD OR BEAM PER PLAN
$ - 4- POST, . SE£ PLAN 3-- SLOPED AND SKEWED HANGER
5- TYP. STUD 4- BEVEL, TOP OF RIDGE TO ROOF
6- 1+a" S 0 12" O.O. PITCH
s� ems— 9 i0
STAM EA. SIDE TO 5-- DEAL TOP PLATE
POST", AND MIN. (5) 6- SIMPSON H2 8 TO £A. SIDE TO DHL
7F
I E I I E I 16d'S TO EA. SIDE OF TOP PLATE
o I 1 I I E I I 7 BLX*G OR RIM JOIST PLAN VIEW # RIDGE 8 HEEL CUT HIP / VALLEY AT WALL
I i I TYP9CAL PC3ST TE3 BEAM � POST OR CORNER STUD
7 21 E E 4 I € 3 l 25 SELL FkL® CONIC, 8- (3)16d TOE NAILS EA. SIEGE 9 (3) 8d TOE NAILS TO TOP PLATE
9-- A34 EA_ SIDE OF POST IG - 2X STUDS
' k 17 23 E I I I I I I I I 10- 2X SILL PLATE 2 4 11- 2X LEDGER
a 16 17 I I E I 26 27 I€ 24 1 15O1ID SILK G 1 ROOF slarG
5 2O �� 25 ®j j D 3 E I I I 2 1 (5) #6d's 1 t4- / ER PNLAAN
14 E_ E In Ila,
- 7 2 i ♦ 166-- ,APPROVEDF NGERDS(I (3)+8d
1g 12 2O 1 i t� _ I !. g 6 1 3 TOE NAILS PER RAFTER FOR SPAN
12 ®F I F I I E E I OF 8.5ft. OR LESS
ELEVATION 17 SIMPSON H2,5 AT 46' O.C.
13 III EF EF I FE m o« a o 0 0« 7
II II Ft I EI 12 i
a. IE Fi FI I EE 6- 5 . . 5 1
I II II I II
FE tE E �E 4 9 g 5
2
I E �� E ; E t I FLD3SE�k BEAM 6 '`
g Qp a�8 a DROPPED BEAM
lair WALL. PLAN � WALL
1 $ WALL I=RAAAID�ICa ELEVATION 3G 25 � 2�__T ----------
2 3
' 1 �
1- TOP OF SLAB OR FOUNDATION 10-» TOP PLATE SPLICES TO 22-� PLYWOODSHEAR PANEL
WALE PER PLAN OCCUR DIRECTLY ABOVE PER PLAN 9 2 1 9 8
2� ANCHOR BOLTS PER 'PLAE�a STUD OR POST & SHALL 23- TRIMME=Tt SHEAR PANEL --
MAX. SPACING: 72" O/C
LAP MINI. 48" PER PLAN
° o o ♦ m o « ° « ♦ « o p
31 31 8t WITHIN 12" OF SILL ENDS; 1'E-- (2) 16d EKED NAILS EA. SIDE 24- POST* END OF SHEAR �
MIN. (2) A.S.'S PER PIECE JOINT SPICE LAPS do PANEL PER FLAN
OF SELL. PLATE (U•N=O.) • INTERSECTING PARTITIONS 25-- SHEAR PANEL. EDGE NAEL'G 7 i}FtOD'PDYD D�EAEvi
3- 2X SILL PLATE; 12 2X BLOCKING AS REQUIRED PER SCHEDULE �
4�- 2X STUDS 0 16" i. C. U.N.O., PER U.B.C. 26-- SHEAR PANEL FIELD NAIVG 5 2 T 5
wl (2) 16d END NAILS OR 13- OPENING WHERE OCCURS PER SCHEDULE ELEVATION
W (2 TOE NAILS EA. END 14^ 2X TRIMMER W/ 16d 0 12" 27-- USE 3X STUD ® PANEL
CORNER STUDS 4 WALL To TOP & SILL PLATES SO/CTUD STAGGERED To KING JOINT IF SEND I PANEL � A12 13
Ei�iTERSECTE(}D�i 5-� CORNER STUDS OR POST' <STUD U.N.C3. EDGE NAILING IS SPACED 14 S
PER PLAN 15-- 2X ICING STUD, USE 081- 2°' O.C., STAGGER NAILS DROPPED BEAM ELEVATION �
6- (2} ?X TOP PLATE, NAILED DING STUD 0 OPENINGS 28-' EXTEND PLYWOOD ABOVE « ° « ♦ p o a
OVER 8=-O" WIDE U.N.O. TOP PLATE IF INDICATEDON
TOGETHER W/ 16d O 16 16- HEADER PER PLAN PLAN OR DETAILS �� 1 i2
26 4 4 26 O/C U.N.O. USE 1R CRIPPLE STUDS 0 1&' 29 - HOLt3DIWN OR POST ANCHOR 2 13 t0
7-� AS A TEMPORARY BRACING. O/C U.N.O. PER PLAN � 6 1# 2
22 22 1X4 CAR 1X6 DIAGONAL LET IN g8- ATTACH HEADER TO 30-- INSTALL POST ANCHOR PER R/$� TO VALLEY f4 IZ 16 17
BRACE 0 EA. CORNER (OR TRIMMER &ICING STUD W/ PLC ON OUTSIDE FACE OF
30 31 NEAR THE CORNER) & SIMPSON A34 EA. END? PLYWOOD SHEAR PANEL FLUSH BEAM
NEAR
TH INTERVALS, ALT. OPENINGS OVER 1O _ V' U.N.O. !v 13 1z I5
24 ODE (U.N.O.)
31-Y NAIL CORNER 8c MULTIPLE a P ♦ s
25 SIMPSON WB STRAPS.
INSTALLED IE .PATE%5 0- 2X WINDOW SILL, U,;N.O. STUDS /C STAGGERED
Ili/ 16a#
3fJ 8r- NAIL BRAGS TO PLATES. 20— (2)16d FACE NAILS OR (3) it3 12'° O/C STAGC+EREt; 6
STUDS. do BLOCKING W/ (2) ioE NAILS U.N.il. 6 1 i1 i� 15 I1
8d D EA. BLO 21® (2) 166 END NAILS PER 2" �
�- MEN. 4E MAX. Soo BRACE OF HEADER. DEPTH
ROOF TO WALL
22 33 26 31 31 31 22 24 25 TO COVER EVEN. (3) 5iiS0 2
SPACES 5
SHEAR WALL. INTERSECTDflP� CORNER 0 SHEAR WALL 6 4 !ROOF TO WALE:.
DROPPEDBEAM
DRC�PE�DwD DRAM ROOF FRAMING DETAILS
ALL FRAMING DETAILST POST' •ET' % I
PM ,��, I- DBE . JOIST OR HEADER
1 2 3 4 g 8 4 2 APPROVED 'COP FLANGE
HANGER
2 3 1 1-� JOIST DEPTH IOa- MAX. 40% OF THE STUD} WIDTH 1-- DIAPHRAGM BOUNDARY
3- 2X12 STRINGERS
2_ OUTER 1/3 OF SPAN- OF ANY STUD. MAX. 60% OF 2- PLYWOOD PANEL EDGES 4-- 3/4" PLYWOOD (U.N.O.
NOTCHING & ORILUNG THE STUD MOTH IN NON- 3-� INTERMEDIATE BEARING 8Y ARCHITECT)
I PERMITTED ONLY IN BEARING PARTITIONS OR IN � 4- R/R OR F/J PER PLAN 5- 2X4 PLATE ANCHORED w/
THIS SECTION, OF JOIST ANY WALL ERE EACH ,.BORED � 5-' LAY LONG DIMENSION SHOT E DIAINS A� 24" O,C.
3- MAX. I/O JOIST DEPT14 STUD IS DOUSL.ED,(MAX4 TWO � I � OF PLYWOOD ACROSS w/ 2" DIA. WASHERS
PARCH.
4- MAX. 1/4 JOIST DEPTH DBL STUD.) JOINTS NOTE: NO OVF.RCUTTING OF
NOTCH WITHIN JOIST' It- MIN. y"/8"C TO EDGE 6- 24" MIN. S14EET WIDTH 1 STRINGERS
0 1 DEPTH OF SUPPORT: 12 SIMP. NS-2 EA. SIDE S 7 STAGGER PLYWOOD END
NCiTCE�E JOIST LOCATE ON TOP EDGE OF PLATE HOLES JOINTS MEN. 1&, 3
ONLY UP TO 1 3/4" DIA. S-- PROVIDE" EDGE BLK'G
5-' MAX, 1/3 JOIST DEPTH 13-- SIMP» ST6224 OR 0 NARROW STRIP EVEN
HOLE DIA. ST6236-MIEN. (8) � IF DIAPHRAGM DOESN'T
6 1 6-- 2" MIN. CUR. TO EDGE NAILS TO EA. SIDE � REQUIRE EDGE BLK'G 5
1 OF JOIST NOTCH
7-�- MIN. 2-DOLE DIA. 14- IF NOTCH OR HOLE 9- ROOF SE -- APPROVED I:T97C
BETWI EN HOLES EXCEEDS 5O%o OF PL.. E A.P.A.
PLYWOOD (U.N.O.) �
5 8-° STUD WIDTH WIDTHS, USE ST STRAP _ _ E 1i2« FLOOR SfirG 5/8" CDX
9�" MAX. 449� STUD iME,TTI� EA. SIDE Off' }�L. A.P.A. APPROVED
TOP OF �TE
NOTCH NON-SR'G 15-- A.B.'S PER PLAN $ PLYWOOD (U.N.O.)
WALLS, MAX. 25% 16- IF NOTCH OR HOLE t " 1t DIAPHRAGM NAIL'G TO
WIDTH NOTCH 0 EXCEEDS 1/3 OF PL. .� BE AS FOLLOWS, NTH STRINGER AT HEADER AND BASE
EXTERIOR OR SWO 1MDTH, LOCATE A.B. 8d, NAILS:
WALLS "THIN 12" OF EA. SIDE BOUNDARY: 6'° O/C(U.N a)
OF NOTCH OR HOLE i 0 ROOF PERIMETER, �
7 2 6as 1- MIN. 3/4" PLYWOOD
14 12 = , STRUTS N CHORDS, OWN1 (U.N.O. BY ARCHITECT)
HOLE 0 10 ON PLANS pA� 3 A35 PER IZ'STRO.C.EDC,ES: 6la O/C (U.N.O.) 4- 2x CONT. PLATE
JOIST �. 3-- 16d's AT 12" O.. STA+GG.
1O ._ _ _v ALL SEARING ENDS & pm ARM- 5-- ZX12 STRINGER AT IV'
ILE Au owED D EDGES OF EA. PLYWOOD o.0
T THIS a SECTION 1p 11 SHEET ,< 6-' DSL JOIST OR SLEt'G
-� g 13 PLAN TOP PLATE _ � _ FIEF: i2ti0l� 12 O/C, z � 3 2x5 Ff.3 AT 16" O.G.
o FLOOR 10O/C *ALL
I INTERMEDIATE BEARING
ol POINTS. ALL, MAILS TO 4 NOTE: NO OVERCUT NG OF
x 11 a O a HAVE MIN. 3/8" EDGE STRINGERS
DISTANCE
12- 08L. JOIST flit SEAM
NOTCH & HOLE TYPICAL. PLYWOOD LAYOUT PER PLAN
0 STUD PLAN 0 SILL PLATE 13-- DSL. HEADER JOIST OR 6M 6 � �
15 16 �6 14- TAIL JOIST
15 -• APPROVED) HANGERS
$ DE 0 HD)R. JOISTS14 \
D RI LLI OT` DETAILS �,-- - 16� APPR. HANGERS TR G Rg AND
{�q LANDING
G
�� E TAIL JOISTS 9 6'-'CI" Iii�7'�i'6 !V#.d L:I�IL1 57_J
LONG
2O 17 (3) 16d TOE NAILS +I>I
TAIL JOIST < 6'-0)*
I- SILL PLATE LONG ♦ ♦ o • ♦ ♦ ♦ +
2 2X6 OR 2X4 STAGG. -- 13 18-» EDGE NAILING
STUD WALL 18 12 18-- SEE' PLAN FOR OPEN'(; 2 2
2 3 3-- 3" MAX. 20-~ TYP. 2-SAYS OF � ♦ i «
4-- SMEAR PANEL 1 y 14 SLK'G WITH CS1 a0' � ♦ ♦ 3
fi 4 2 5'- PIPE 11
6-- STRAP 1 j`V'X 1 1/20' "
METAL ME W'/ (4) 16d's 1Da 6 a 1 6 e P
i a 5 EACH END
0
1 a 1-- R/R OR TRU 3- PLYWOOD W/ E.N. TO 5- SMPSON MS'TA36 7 PROVIDE BLIC'6
(PROVIDE R/R OR 2X LEDGER STRAP BOTH SIDES gErASM ROOF RAFTERS/
TRUSSES TO STACK 4-- 2X LEDGM W/ 16es 6-'CHIMNEY CI4ASE fR1ISS£S W/ E.N.
MEW ELEVATION �g EACH SIDE) BE W NO.TO 8LK'G FRAMING
�.#� ., DETAILS PLANTYPICAL OPEEt�I4�O � PLYWOOD � �� aLx'� TIP. BETWEEN STUDS
PLYWOOD DIAPHRAGM DETAILS ROOF FRA INN -L . II T STACK
1- WOOD STUDS AT MAX. 3-" VENEER TIES, CORROSION HOOKS AND BENDS
RESISTANT WIRE, MIN. 12 1 1-- CUT AS. E PL'I'�1Qt3D
;- GAUGE, LOOPED THROUGH R 4d 2 1/2 " MIN, ONLY A5. REGT'tI ip
2a•- REINFORCEMENT. NOT LESS MES14 WITH LEGS OF MIN. INSTALL FIR PROVIDE
4 THAN 2"X2"X16 GAUGE 15°' LENGTH BENT AT � � 2 AT OPE 141KC AS REQ �
OAL`f. WIRE MESH, 2 PLY RIGHT ANGLES. LAID IN cis - ,2- SECOND FLOOR
MORTAR JOINT. PROVIDE 9fl' Hattic 1>3gIt10fc 3- FLOOR DIAPHRAGM
JOISTS&
WATER PROOFED PAPER
d' BACKED, ANCHORED 70 FOR EVERY 2 $0. FT. OF R- 3d For #2 to f8 INCLUSIVE
is WOOF? STUDS'WITH Z, FRAMING J STAI+I
3 STONE VEIN AREA SF'LiCIS �� 4d Tor Ortd E.AIZ{;£R _ rY^ 2X FLOOR JOIST AS
r GALV. STEEL. WERE U:DM W/ (3) t6d
1 < FURRING NAILS AT 4" 4- STONES VENEER AS d IAA s .. PER STUDS
O.C., AND AT TOP AND ARCHITECTURAL PLANS {2$°° rnln.) $ 5- "SRilflL3N" FIrAM£f3 WALL
BOTTOM WITH NOT LESS
MAX. THICKNESS) � 3
THAI4 8d COMMON NAILS !
5- 2°' GALV. NAILS NTH MIN.
AT aS'° O.C. 1 1/IS'° PENETRATION -- 5
2 6- CEMENT ORMT, MIN. V
THICK
16
INSTONE E VENEER T . ALL CONNECTION
♦REINFORCINGDETAIL DETAIL SECOND FLOOR FRAMING
MANDATORY ME"RESIDENTIAL
ItemsNote: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used.
Mar
ked -a with an + .. , a, ♦ superseded a by more - ,-
a} ♦nce requirements listed on ...a 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
Instructions: Check or a applicable boxes . ♦ ::d or enter N/A if not Applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures.
150(a): Minimum R-19 Ceiling insulation.
X
150(b): Loose fill insulation manufacturer's labeled R-Value.
X
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).
X
c 150(d): Minimum R-13 raised floor insulation in framed floors.
X
150(I) : Slab edge insulation - water absorption rate no greater than 0.3 X, water vapor transmission rate
no greater than 2.0 perm/inch,
N/A
118: Insulation specified or installed meets insulation quality standards. Indicate type and form.
X
116«-17: Fenestration Products, Exterior Doors and Infiltration/filtration Controls,
1. 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 (SHGC), and infiltration certification.
3. Exterior doors and windows weatherstripped; ail joints and penetrations caulked and sealed.
X
150(g): Vapor barriers mandatory in Climate Zone 14 and 16 only.
N/A
150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards.
N/A
150(e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplace 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.
X
Space Conditioning, dater Heating and Plumbing System Measures:
100-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
X
150(h). Heating and/or cooling loads calculated in accordance with ASH , SNACNA or ACCA.
X
150(i): Setback thermostat on all applicable heating and/or cooling systems.
X
1500). Pipe and tank insulation
1. 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.
2. 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. Al buried or exposed piping insulated in recirculating sections of hot water system.
5. Cooling system piping below 55 degrees insulated.
6. Piping insulated between heating source and indirect hot water tank,
X
150(m): Ducts and fans
1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC section
01, 603, and 604 and standards 6-3a ducts insulated to a minimum installed level of R-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 req irements of UL181, UL181 A, or U1181 B .
If mastic or tape is used to seal opening greater than 1, 4 inch, the combination of mastic and either
opening
Joints
mesh or to s all be used, Building cave shall not be used for conveying conditioned air. and
seams of uct systems and their components shall not be sealed with cloth back rubber addhesive duct
tapes unless such tape is used in combination with mastic and drawbands.
2. Exhaust fan systems have backdraft or automatic dampers.
3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible,
X
manually operated dampers.
114: Pool and Spa Heating Systems and Equipment.
j
1. System is certified with 78 % thermal efficiency, on -off switch, weatherproof operating
instructions, no electric resistance heating and no pilot light.
j
2. System is installed with:
j
I
a. At least 36" of pipe between filter and heater for future solar heating.
j
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation pump time switch.
N/A
115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no
continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot <150 Btu/hr)
X
i
Lighting Measures:
150(k)l.: Luminaries for general lighting in kitchens shall have lamps with an efficacy of 40
lumens/watt or greater for general lighting in kitchens. This general lighting shall be
controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen.
X
150(k)2.: Rooms with a shower or bathtub must have either at least one luminaire 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 Sec 150(k)2y and recessed ceiling fixtures are IC (insulation cover) approved.
X
GeneralRequirements
05.8.1 Notes to be placed on the plans:
013.8.1.1 Maintenance Information, The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured
devicesat. require routine for
efficientoperation,
♦,##" Required routinemaintenance actions shall
,hE .;clearlystated ♦' ♦incorporated on a readily accessible a el
The
label be limited to identifying, by title and/or publication number, operation and maintenance manual for that particular sdr and type of feature, material,
component, or manufactured device.
installing wall, S, or floor insulation, the installershall a:' available o the enforcementagency or post in t conspicuous location♦ a a certificate
,issuedsigned by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(o)2.A and for which the building permit was
and
conforms requirementsof
Part
a. Z certificate
F♦,..:: shall
also statee , a ♦ i.m'` and material identification.
CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page I CF-IR
Project
- k. PROPOSED RESIDENCE . ^ •
f . :Na. M ;,
Documentation
t
: ,. Leighton
tat•
e t*
• Y
Tustin, CA . 7F
Field Date I
--------------------
I User#-MP0206 User -Terry Engineering Run -PROPOSED DIAZ RESIDENCE
-------------------------------------------------------------------------------
GENERAL
INFORMATION
--_---- m--_....d"_-
Conditloned Floor Area.....
----
1326 sf
Building Type- ,... .......
Singh Famity Detached
Construction Type .........
Existing Ptus Addition
Building Front Orientation,
Front Facing 0 deg (N)
Number of Dwetting Units ,P
1
Number of Stories.......
1
Ftoor Construction Type....
Slab On Grade
Gtazing Percentage...... ,P
14,8 Y of floor area
Average Glazing U-factor.,.
0,86 Btu/hr-sf-F
Average Glazing SHGC. . . - . P
0, 7
Average Cel(Ing Height„ Pie
3 ft
BUILDING SHELL INSULATION
Component
-------------------------
Frame Cavity Sheathing
Total Assembly
Type
Type R-value R-value
R-value U-factor Location/Comments
Roof
n/a R-19 R-n/a
R-19 0,051 Existing Attic
New Attic Cie l t
Watt
n/a -0 R-n/a
R-0 0,386 Existing Ext W
Watt
n/a R-13 R-n/a
R-13 0,088 New Ext Wall
Door
n/a R-0 R-n/a
R-0 0,330 Exterior Door
StobEdge
n/a R-0 R-n/a
F2=0.720 Covered
FENESTRATION
------------
CERTIFICATE OF COMPLIANCEt RESIDENTIAL Page 3 CF-IR
-------
Project Title ....PROPOSED DIAZ RESIDENCE Ian 07/28/05 Ili !
--------------------------------------------------------------------
r • ♦ Program -FORM
e
• i� a I User#-MP0206 User -Terry Engineering Run -PROPOSED DIAZ RESIDENCE I
M • . �illi�l�.11itliL��!S�[1
This certificate of compliance lists the bultding features and performance
specifications needed to compty with Titte-24, Parts I and 6 of the
California Code of egutations, and the administrative regutations to
implement them, This certificate has been signed by the individual with
overalt design responsibility, Whenthiscertif icate of compliance is
any shading feature that is vor led is Indicatedin the Special Features
• ♦' y Assumpt I ons sect I on,
DESIGNER or OWNER DOCUMENTATION AUTHOR
.•
Company. f!` • DIAZ Company.• ^ r
Address, 330 E OCCIDENTAL STREET Address 13691 Red Hitt Ave,
• ♦ : •.
License -
. ..ate
Oh
Name, a P a _- �� EpgQ:a:9i• _-�,-
T i t t e, -
-_ Agency , ------ Tu$tiR,�cA_qvso------
------J 41X-1124_------
Phone, P, ®-_ -- ---
S i gnedP a _--_ _---- _
( date)
Over -
Area
U_
Interior
Exterior
hang/
1-rientation
(sf)
Factor
SHGC
Shading
Shading
Fins.-
Window
Front
(N)
16,0
0,870
0,700
Standard
Standard
__
None
Window
Front
(N)
16.0
0.870
0,700
Standard
Standard
None
Window
Right
(W)
16.0
0,870
0,700
Standard
Standard
None
Window
Right
(W)
4,0
O870
0.700
Standard
Standard
None
Window
Right
(W)
16.0
0,870
0,700
Standard
Standard
None
Window
Left
(E)
16.0
0,870
0,700
Standard
Standard
None
Window
Left
(E)
t
0,870
0,700
Standard
Standard
Window
...
Left
...
16.0
if (i
0,700 70
Standard
Standard
None
CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 2 CF-lR
------------------
Engineering Run -PROPOSED DIAZ RESIDENCE
t
Area
U_
Interior
Exterior
hang/
Orientation
(sf)
Factor
SHGC
Shading
Shading
Fins
Window
Right
(W)
3.0
0,870
0,700
Standard
Standard
None
Door
Back
(S)
40.0
0,850
O700
Standard
Standard
None
Door
0.700Standard
Standard
None
Window
t
0,870
0,700
Standard
Standard-
11011 : , 11►
Area
Stab
(sf) --
-Type-_-----
Standard Stab
1326
HVAC SYSTEMS
------------
Refrigerant
Tested
ACCA
Equipment
Minimum
Charge and Duct
Duct
Duct
Manual
Thermostat
Type
Efficiency
Alrftow Location
R-value
Leakage
D
Type
Furnace
OP 600 AFU
n/a Attic
R-4. 2
No
No
SetBack
RoomHP
10.00 EER
No Attic
R-4,2
No
No
SetBack
WATER HEATING SYSTEMS
---------------------
Number
Tank
External,
in
Energy
Size
Insutation
Tank Type
Heater Type
Distribution Type
System
Factor
(gat)
R-value
Storage
Gas
Standard
1
.60
5C
R- n/a
ANIN6 AL
COMMISSIONUPON COMPLETION OF CONSTRUCTIONi CONTRACTOR SHALL
OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY
ATi www, energy,E f!
TO
D RESIDENTIAL
D_A. COMPLIANCE FORMS)
■ i ..
SHALLTHESE FORMS BE
COMPLETED, SIGNED AND POSTED
PRIOR TO FINAL INSPECTION.
ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR