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1, ALL CONCRETE UNLESS OTHERWISE NOTED $HALL BE REGULAR WEIGHT HARD ROCK
3.- GRADE
JOIST, PURLIN$ 2" TO 4" WIDE, 6 & DEEPER No. I
TYPE(ISO'CU FT)AGRFGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM
BEAMS, PURLINS OVER 4" WIDE No. I
C-33 WITH PROVEN SHRINK AGE CHARACTERISITCS OF LESS THAN 0.05
SUSPURLINS 2170 Ir WIDE, 6 & DEEPER No. I
2, READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM 0-
LEDGERS No, 2
STUDS 2" x 4" OR 3* x 4" STUDS
94 PLACEMENT OF CONCRETE $HALL CONFORM TO ACI 301.
STUDS 2"xe" No, I
3, CEMENT FOR ALL CONCRETE SHALL'SE PORTLAND CEMENT TYPE V OR SLOW ALKALL
POSTS S"x $"AND LARGER No. I
SILLS, PLATES AND BLOCKING No. 2
CONFORMING TO ASTM<,160,
4,. MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
4,- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48' OF
GROUND, $HALL BE PRESSURE TRESTED DOUGLAS FIR (PTOF) SILLS SHALL BE BOLTED TO is
GS 2,WO PSI
THE FOUNDATION WITH 518'DIAMFTER x IVLONG BOLTS AT 48'ON CENTER 12" MINIMUM
SLABFOOTINGRADE 2,500 PSI
OR
FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED.
-SIDEWALKS 2,000 PSI
S.. STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL
z 5, MAXIMUM SLUMP SHALL NOT EXCEED 4",
WITH 50 ANCHOR BOLTS AT 24"010.
CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
6, ALL NON BEARING STUD WALLS, SHALL BE 2"x STUDS AT 16" 0/0 WITH 518" GYP- BOARD
AFTER PLACEMENT. ALTERNATIVE METOOS WILL BE APPROVED IF SATISFACTORY
EACH SIDE, UNLESS OTHERWISE NOTED,
PERFORMANCE CAN BE ASSURED.
7,- ALL STUD WALLS SHALL HAVE FULL HEIGHT V x 6' DIAGONAL LEFT -IN SPACES AT ENDS
7.. ALL REINFORCING STEEL ANCHOR BOLTS, DOWELL$ AND OTHER INSERTS SHALL BE
AT INTERVALS NOT EXCEEDING 25 FEET OIC UNLESS OTHERWISE NOTED ON PLANS, BRACES
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
SHALL COVER A MINIMUM OF SIX STUD SPACES.
OLEANOLITS $HALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
8- COMMON NAILS SHALL BE USED.
t4g"UT AND INSPECTION.
&�VARATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
9.. FIRE BLOCKING 2"x I %"THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26,
LEVELS AT EACH 10'HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS.
9;'EXPOSED CORNERS OF COLUMNS, SEAMS, WALLS, ETC., SHALL BE FORMED WITH
JOISTS SHALL BE BNLOCKEO AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS
CHAMFERS UNLESS DETAILED OTHERWISE.
T OF WHERE JOISTS ARE 2"x 12"OR DEEPER.
10, CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE
I I. MAXIMUM UNSUPPORTE HEIGHT FOR NON -SEARING PARTITION SHALL BE:
4'@ 1 S"O/C UP TO 14'-0"
ARCHITECT
ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK
2" x (r @ 16'010 UP TO 20*4'
I I : NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 F.
2x 8"@ 16`010 UP TO 26`4'
12, WIRE MESH LAP (ENO & SIDE) SHALL BE ONE FULL MESH -2
12,- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALL$.
PLYWOOD
13.- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1132" AND A MAXIMUM 1116"
LARGER THAN THE BOLT DIAMETER.
I.- PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1 -95 AND SHALL BE STAMPED WITH
REINFORCING STEEL
THE, DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE
ONTHEPLANS.
1- REINFORCING STEEL SHALL BE INTERMEDIATE GRACE DEFORMED BEARS AS FOLLOWS:
•2, EACH SHEET SHALLFOOTING,
HAVE A MINIMUM AREA OF $SQ. FT. WITH A MINIMUM DIMENSION OF
SLAB ON GRADE, MASONRY AND SENT DOWELLS, TIES:
3 BAR AND SMALLER ASTM A-615GRADE 40
2 FEET.
4 BAR AND LARGER ASTM A. 815 GRADE 60
3, SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
2.- DEFORMATION 'OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM X305 AND
AND APPROVED BEFORE COVERING.
SENDING IN ACCORDANCE WITH ACI-31895-
F9UNDATION NOTES
3.- MINIMUM ONCRETE COVER OVER REINFORCING RESAR FOR:
(EXCEPT AS NOTED OTHERWISE)
1.- FOUNDATION HAS SEEN DESIGNED ASSUMING MINIMUM ALLOWABLE ROIL SEARING
NOT EXPOSED TO WEATHER OR EARTH 11
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
EXPOSED TO WEATHER I
EXPOSED TO EARTH 2"
CONTINUOUS FOOTING 1,000 P.S.F.
PILASTER, BEAM & COLUMN TIES I
ISOLATED FOOTING 1,000 P.S,F.
FORMED FOOTING AND WALL EXPOSED TO EARTH 2.
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH V,
2, ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR
SLAB ON GRADE 2.
APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE,
4.- SPLICE IN CONCRETE:
ALL FOOTING SHALL BE CENTERED ON PLASTER ANDIOR WALL AND COLUMN UNLESS
MINIMUM OF 36 BAR DIAMETER OR 12'WICHEVER IS GREATER.
OTHERWISE NOTED.
5,- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82.
4, FIMSH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS.
S.- ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-96
5, THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
INCLUDING LAGGING. SHORING, AND PROTECTION OF ANY ADJACENT PROPERTY
7,ALL REINFORCING STEEL, DOWELS, ANCHOR, BOLTS, INSERTS, ETC, SHALL SE SECURED
STRUCTURES, STREET$ AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT.
LOCAL WM ORDINANCES.
&. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-61$
S. ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
• GRADE 60.
AND(OR SHEDULES,
7, ALL FOOTINGS AND PIERS "LL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.O.)
9, ALL REINFORCING BAR SEND$ SHALL BE MADE COLD.
10.- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY
B.. ALL EXISTING 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.
9, ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING
11 , REINFORCEMENT THAT IS PARTIALLY EMSEDED IN CONCRETE SHALL NOT BE FIELD DENT
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.
VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE
FOUNDATION POUR,
12; ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS,
WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED, PROVIDE
10, FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
CLASS 'C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
POSSIBLE VARYING SUBSURFACE CONDITIONS.
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION,
L ABE
13, PLACING TOLERANCES AND BAR SUPPORTS HAL S L CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCR61,
I. -ALL, LUMBER, SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION
14, CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN 1' NOR I
BARO1ANOR1xMAXAGRAdATESa.
2, RAFTER, BEAM$, PURLING $HALL BE DOUGLAS FIR -NO. UNLESS OTHERWISE NOTED,
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE,
BETWEEN LAYERS 1',
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 C,B,C.
PLUMBING AND MECHANICAL CODES, THE C.E.C. AND LOCAL
ORDINANCES,
Z VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO
VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO
COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE
UPON DISCOVER OF ANY OMISSIONS OR CONFLICT IN THE
DRAWINGS.
4. ALL NAILING TO COMPLY WITH TABLE 23-11-B-1 C.B,C.
& THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED
CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL
(NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY
CALCULATIONS.
6, LIGHT AND VENTILATION PER C.B.C. SECTION 1202. MINIMUM OF 16
C.F.M. OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR
VENTILATION.
PLUMBING NOTES
7. ALL PLUMBING WALLS TO BE 2" x 6"
8. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM
OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED
STUDS ARE ACCEPTABLE.
9, SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A
HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE SHOWER OR
TUB/SHOWER COMBINATION, MATERIALS SHALL BE OF A TYPE
NOT ADVERSELY AFFECTED BY MOISTURE.,
10. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED
CATEGORY 11, NET AREA OF SHOWER RECEPTOR SHALL BE NO
�0
LESS THAN 1024 SO IN OF FLOOR AREA, AND ENCOMPASS
30"DIAMETER CIRCLE.
11. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT
LESS THAN 30" WIDTH AND HAVE 24" MIN, CLEARANCE IN FRONT
OF THE STOOL.
12. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 AIR
CHANGES PER HOUR.
13. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES,
PROVIDE TWO STRAPS (ONE STRAP AT TOP 1/3 OF THE TANK AND
ONE STRAP AT BOTTOM 1/3 OF THE TANK).
14, ALL NEW WATER CLOSETS WISH USE NO MORE THAN 1.6 GALLONS
PER FLUSH.
III ELECTRIC NOTES
1 15. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art
210-52 (a) "20 AMP. CIRCUIT DEDICATED TO EACH BATHROOM"
16. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION.
17. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION
COMPLIES WITH NEC Art. 210-8: "ALL 125 volt SINGLE PHASE, 15
AND 20 AMPERES RECEPTACLES INSTALLED IN BATHROOMS,
GARAGES, BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND, AT
WET BAR SINKS.
STRUCTURAL NOTES
I. 18, THE CONTRACTOR SHALL PROVIDE ANY SHORING ANDIOR
Is
714 285 1121
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I SANTA ANA13 ALIFORNIA 9270
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EXISTING i £3C>T'Cr
PLYWOOD, MINIMUM PANL INDEX NUMBER
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(40,20) T & G, W/ 14 D @ 10"O.C. IN THE FIELD
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FACE GRAIN OF PL�'WOOD SHALL BE PERT.
TO SUPPORTS.
2; EXISTING 12"x18" CONC: FOOT'G
3. h*EW CONCRETE FOOTING 12"W x 18" D W/
(1) #4 TOP &BOTTOM MIN.
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FOUNDATION VENTS C:ALC'S
4. 24" L ITEI3AR DOWELL >;' INTO EXIST'G
FCACAT''C4 TOP 8 BC>TT W; SIzvLP "FPDX"
841 sq it 1154= 5.60 x 144= 807 sq in REQ'D
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5: d2"x " G: I: F CLC �tD4 4I; PF? ITYP)
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12"x 6"= 72 sq inch
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NORTH SIDE: 3 pieces
b. 18"x 24" G.I. FOUNDATION ACCESS
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SOUTH SIDE: 3 pieces {18"x24" %und'n access}
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EAST SIDE: 4 pieces
GIRDER POCKET OR HANGER PER PLAN
WEST SIDE: -
8:. ors„ D7CA x 14" C: ANCBCAR BOLT Ca,6'-" O:C: Mz.
12" FROM ENDS MIN 2 PER FIELD 7" MIN EMBED
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OVIIpED - 10 x 72= 720 432= 1152 s Inc
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NOTES:
C 9.iI��4n Rn.RDWi4s A..'i.SCn`i.'i IiTN i'7; Z`i:t.%41,A'+. PLAN
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b. HOLD-DOWN ANCHORS _~i1AUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION
SURFACE WATER WILL DRAIN AWAY FROM
BUILDING
d. HOLD-DOWN CONNECTOR BOLTS S INTO WOOD
FRAMING 21EQU`IRE APPROVED PLATE WASHRS,
AND HOL-DOWNS SHALL BE TTGHTENEED JUST
PRIOR TO COVERING THE WALL FRAMING
�- ALL TNTERIOR NON -BEARING WALLS W/ SHOT PINS,
_.
SET #QT AT 36"O.C:RANCAN
a nY
U1�L�ESS OTHERWISE NOTED.
-
f 5/8" DTA. A. B. MAY BE REPLACED BY 5/8" DIA. THREADED
✓< ^
RODS W/ 5 3/4" EMBED, WITH CIA -GEL 7000 EPDXY SYSIIEm
�, ; .��p�+''a�.},' s,+�7- ✓fix..
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c 878 S.F. /150= 5.85 x 144= 843 sq in REQUIRED
t > I. -DORMER VENT 24"diameter
1 3.1416x 144/2 =226 sq inch
_ 3 pieces {226) = 678 sq inch
2. -(3) 2"o holes SAVE VENT= 9 SQ IN
�2 At NORTH SIDE 20 pieces
I _ s At SOUTH SIDE 20 pieces
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At EAST SIDE 22 pieces
I At WEST SIDE
62 pieces x 8 = 558 sq inch
Y TOTAL= 1236 SQ IN PROVIDED j OWNER.
FRAMING NOTES
PROVIDE ROOF RADIANT BARRIER
PER TITLE 24 AT .ROOF SHEATHING,
'. ROOF SHEATHING:
l2'CDX PLYWOOD (32/16) OR OSS, UNBLOCKED
DIAPHRAGM. Wf NAILING-
8d LP 6" O.C. SUPPORTED ENDS & BOUNDARY
8d c 12" O,C. FIELD.
USE (8) 16d L TOP PLT. CHORD SPLICE W/ ST6224
(USE 1X6 SOLID SHEATHING OR A-C GRADE PLYWOOD
AT EAVES & OVERHANG)
2. PROVIDE 4X POST AT EACH END OF 4X1O OR
LARGER MEMBERS,DOUBLE STUDS FOR 4X8 SINGLE
STUD FOR 4X6 OR SMALLER MEMBERS
3, WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE
PROGRESSIVE NAILING,
4. ALL NAILS ARE COMMON NAILS.
5, ALL STUDS Ce 16" O.C. MAXIMUM.
6. ALL LAG BOLTS (LB) TO FIE 8" LONG INSTALLED
WITH PILOT HOLE AND WRENCH,
7. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED
AT ALL EDGES OF ALL PLYW'D SHEETS IN SHEAR WALL,
8. ALL PLYWOOD PANELS SHALL BE
MANUFACTURED USING EXTERIOR GLUE,
9, 2 LAYERS OF 15- FELT SHALL BE USED AT
ALL STUCCO APPLIED OVER PLYWOOD.
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O 0 / LSO t;_D BORING
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AND NOTCHING OF STUDS AND JOISTS
11, SEE DE`4 FOR TYP. EXTERIOR
WALL FRAMING
12, M!N. 2X6 STUDS @ 16" O.C.
AT PLUMBING WALLS.
13, ROOF DIAPHRAGM NAILING TO BE INSPECTED
BEFORE COVERING. FACE GRAIN OF PLYWOOD
SHALL BE PERPENDICULAR TO SUPPORTS
14. DOUBLE JOIST ARE REQUIRED UNDER PARALLEL
BEARING PARTITIONS
UOI C MATERIAL
CONCRETE TILE LIGHiWEIGHTIEAGL.E LITE ICBO # NER 4660
.7 psf W1 # 15 FEL.T,UNDERLAYMENT
v w/ ocx rw 4a•• U-C.:. k=1N_ 4 tl" p.G. FN.
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MAX, FRM. W/ 5/8" DIA A..B.
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4;11,
-5HJPLAP,� AT"" EMBEDMENT DEPTH POST PER PLAN I
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TO CONC. AT 4
NOTI=" (4x MIN.)
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roll O.C. TO BLOCK- OR- WITH
7 ��.N<^ BARRIER -AT UNC)ERSIDE ir PLYW'D SHT'Cs PER PLAN -SPACED PER
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W LIEU OF 2)< �J
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P H 714 835 1585
F X 714 835 1428
2OJ7 W. ALCO AVE,
SANTA ANA
CALIFORNIA 92703
AADRAFTINGQ?MSN-COM
EVISIONS
SITE:
OWNER:
MR
ROSAL10 VALLE
PH # 714/434-1744
DESCRIPTION OF JOB:
"I_,SQ FT NEW ROOM
ADD-N, RELOCATE (E) BDRMS 2 & 3
TO CONVERT DINE RM, RELOCATE (E)
KITCH & EXTENDED (E) LIVO RM
RELOCATE LAUNDRY RM.
"'TRUCTURAL
DETAILS
DRAWN:
CHECKED: --------'---
DATE:
JOB NO:
SHEET NUMBER:
SID-1
CERTIFICA
Projsnovp�
ect Title
Project Address
Telephone
vi A�
ob.
(Package or Computer) Climate Zone
COM[PLIANCE: RESIDENTIAL (Page I of
BWldinSPermit#
Plan Check /Date
Field Check / Date
GEN XION
WI —T*1
Average Ceiling Height
C�� 6br A n�-a
Total 4
fit
Buildi*,� LLSingle Family. Addition
,I
(check Existing -Plus -Addition
Front (W.WMAidw :1*0' North ISOU(OEast West A110rientations
(input front orientation I fiont True Nordt MA circle CM)
Numbei 0 Slotie%
Number41)"Ifing uvitsr
-
Floor Colighuctioll I I Type= Slab/Raised Floor (circle one or both)
'V
t RO,
Z
R5�
�01
climate zones 2. 4, 8-15) Required for this submittal —no
(mgpj n climate zones yes
Lam-
�TlN�
Co
o
Frame Type
Cavity
Sheathing
Total R-
Assembly
Location/Comments
Type ,
wd = wood
Insulation
Insulation
Value
Li -Factor
(attic, garage, typical, etc.)
stl — sted,
R-Value
R-Value
Wall
Wall
-00,
RY f
Floor 4
a
V
le!
Slabpoi
""liaatt7e .TEit�tl R-Value
artdAsaeslb U P�tor are riot re lied
fear awood-framed
wall #fiat tncetscavi R-'tralt�
Shading Devices
Areei,:
�eaaeSutrafiDn
Fenestration
Exterior
0verhangst
Fen
U-FwW
SHGC
Shading Alt—
Fins
Front El`�
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Fro
11.4AN.
Left
Lett
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Right
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01;
Skylil;M-
Coln Augua 2661
Rims
L
MA "-ATQ.RY MEASURES CHECKLIST: RESIDENTIAL (Page 1, oft) 1 1R
0 bjecticitkStiaidards mud conwnthewrleast mregwdkmofthe wmachused.
the Certificate of
maybe supers�ed n,
by more stringent compliance requirements listed o
S iuinto the pernat documents, the features noted shall be oonsidaM by all patties as
for the mandatory measures they am shown elsewhae inthe downu.40
when completed or enter NIA if not applicable.
DtsiGNER
ENFORCEMENT
V
I 3*8 on in w60fientedwalls or equivalent U-Factor in metal fivaumw wails
401,00'
w is exterior ram
i
InUffn ins,ulati"fiamd fl— lot
aum _w3w absorption rate no greater than 0-31/6, watcr-por treuml--1400 V 10
...
mth.
oro . ins quality.standards. Indicate"andform-
r
V Doork-
. . . . . .......
&onciitioned and unconditicawd spaces designed to limit air leakage.
-.jaina products (field-fabrcded)bMIaW with certified LT -Factor, certified Solar Heat
3, Exteridita§ and Windows **11thtfstriPPed; all joints add penetrations CaWW and stated'
i 5%. vapor barriers mandatory in Climate Zones 14 and 16 only,
150(f): Special infiltration barrier installed to omply with § 151 meets Commission quality standards.
f I We): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs
1, Mmuryand jecicry-built fireplaces have,
a: C(aseablemetal or.glass door
b. ocitaide*r intake with damper and control
c, Fla6damper and control
�,2. M omitirSIOUS bumiukg- Pilot lights allowed.
Space conditioning, Water Heating and Plumbing System MmStu":
110- 113: HVAC equipment , water heaters, showerheads and faucets certified by the Commission.
§150X. Heating and/or cooling loads calculated in accordance with ASIMAE. SMACNA OR ACCA
§ 150(i) Setback thermostat on all applicable heating stWor cooling system-
4000,
§ 150& Pipe and tank insulation
I. Storage gas water heaters rated with an Energy Factor I— the,, 0.58 must be externally wrapped with
insulation having an installed thermal resistance ofR-1 2 or greater.
systems, -4 or greater)PAN
2. First 't ofplpcs cWtat to water heater tank, non a irrinsulated(R
5 fed
I
1. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12
external insulation orR-16combined internaVademal insulation.
4, All buried or exposed piping insulated in recirculating sections of hot water systerm,
5. Cooling system piping below 551F insulated
5. Piping imulatd between heating source and indirect hot Water tank.
Forms
August 20
CERTIFICATE OF COMPLIANCEQ- RESIDENTIAL (Page 2 of 3) CF1R
ProjectTitle Date
HVAC SYSTEMS
input bydronic or combined hydronic ciata under Water Heating Systems, except Design Heating Load.
Distribution
Heating Equipment Minimum Type and Duct or Heat Pump
Type (furnace, heat Efficiency Location Piping Thermostat Configuration
pump eiG.} (AFUE or HS (ducts, attic, etc.) R-Value Tyve lit or ackegel•
Duct Heat PumpCoolie g Equipment Minimum
Tv Efficiency Location Duct Thermostat Configuration
Type (air conditioner, heat muna, evap, coati) (DER) attic, etc, R-VBlae e (split or P
SEALED DUCTS and TXVs or Alternative Measures)-
• Sealed Ducts (all climate zones)
(Installer testing and codification and HERS rater held verification required)
• TXVs, readily accessible (climate zones 2 and g-][Sonly)
(installer testing and certification and HEMS Rater or field verification required)
• Refrigerant Charge/Air Flow (climate zones and 8-15 only)
(installer testing and certification and HERS Rater or field verification required)
OR
0 Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate 70ne)
Climate Zone Window SH(W_ Window U-Factor SEER Heating
WATER HEATING SYSTEMS
Energy' External
Rated, Tank Factor or Taink
Water Heater Distribution Number Input (kW Capacity Recovery Standby' Insulation
Type Type in System or Bhww) quoits) Efficient Loss R-Vqlue
1. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btuilu), electric resistance, and heat pump water heaters, list Energy
Factor For large gas storage water heelers (ratexy input ofgmtor than 75,ow Btu/14 list Rated input Recovery Ffficienoy and Standby Losa.
For instantaneous gas water heaters, list rated input and recovery efficiencies.
FEATURES EATURES extra sheets if necessPackage C and D: TXVs, Sealed Ducts, Radiant
UJI I --- -w A
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual),
Package C: thermal mass (thermal mass type, covering, thickness and description).
Compliance Forms August 2001
MANDATORY MEASURES CHECKLIST: RESIDENTIAL, (Page 2 of 2)1�4&IR
Note: Lovvrise residential buildings subject to the standards must contain these measured 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 sImAfications for the mandatory measures whether they are I shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial aPPli-ible boxes when completed or enter NIA if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures: (continued) —
§150(my Ducts and Fans
1, All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601,
603,604, and standard 6.3, ducts insulated if aminimurn installed level ofR4.2 or enclosed entirely in
conditioned space. Openings shall be stated with mastic, tape, aerosol sealant, or other duct -closure system
that meets the applicable requiremaits of UL 011, 1 JL 181 A, or UL 18113. If mastic or tape is used to seat
openings greater than 14 inch, the cornbinati,)n of mastic and either mesh or tape shall be used. Building
cavities shall not be used for conveying conditioned air. Joints and seems of duct system and their
components shell not be seated with cloth bark rubber adhesive duct tapes unless such tapeI is used in
combination with mastic and drawbands.
2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials
other than staled shed metal, duct board or ft exible duet shall not be used for conveying conditioned
air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and suport
platforms shall not be compressed to cause vAuctions in the cross -sectional area of the ducts,
3. Joints and stems of duct systems and their ocapncnts shall not be seated with cloth back rubber
adhesive duct tapes unless such tape is used i>` 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 dampen
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 following: Insulation exposed to
weather shall be suitable for outdoor sin-vicez.&, 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 Heating.systems and Equipment.
1. System is certified with 78 % thermal efficime-,Y, on -off switch, weatherproof operating instructions, no
electric resistance heating and no pilot light
2. System is installed with:
a. At least 36' of pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spas,
3. pool system has directional inlets and a circ.0atioripurnp time switch,
§ 1 15: Cos fired central filrnsOcs, Pool heatOMtt)a heaters or household cooking appliances have no
continuously bum' —110t fth—t- Kne_pEion: Aicrtt electrical cooking appliancesKI so Blutht)
§118(t): Coot Roofmatefial meet specified criteria
Lighting Measures:
§15Q (k)i,: Luminaires for general lighting in kitchens shall have lamps with an efficacy *f40 lumensiviiatt
This lighting shall be controlled by a switch on a readily
or greater for general fighting in kitchens. general
accessible lighting control Panel at an —Outtance, to the kitoltem
§ 150 (k)Z.: Rooms with a shower or bathtub must have either at least one lurninaire with lamps with an
efficacy of4O lumcoslWatt of greater switcherJ,,1t the entrance to the room or one ofthe altemetiv4m to this
requirement allowed in § 150(k)1; and incandescent recessed ceiling fixtures are IC (nsulation cover)
approved,
Compliance Forms August 2001
I ID
CERTIFICATE OF COMPLIANCE.- RESIDENTIAL (Page 3 of 3) CF1JR
lot I-$ ks,
Proiect Title Date %
COMPLL4,-NCE STATEMENT
This certificate Of compliance lists the building features and performance specifications needed to comply with
Title 24, Parts 1 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 vaned is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using
duct seating and TXVs requires installer testing and certification and field verificatioll by an approved HERS
rater.
Designer or Owner (per Business and Professions code) Documentation Author
Name: V.05Amvo, A.� Name: a A -a
Title/Finn: Title/Firm:
Address: 1C.6 -107. L01401. I Address:
Telephone: Allx- 1**4 phone: �Z
n `
Lic. Ic
4Te
4-
(daft) t lure)
(date)
Enforcement Agency
Name: —AL-- _AidkAlt�
Title:
Agency:
Telephone: -ata
®r *d.)
-a
ICompliance Forms August 2001
J
donum
I row
...........
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.......... ..... .... ....
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-------------- .......
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714 i 285 1121
2017 W. ^LCO AVE.
S^NT^ ANA.
CALIFORNIA 92703
MACIELALOMSN.COM
6
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DESCRIPTION:
MR
ROSALIO VALLE
PH# 714/432-1744
ti
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0 841 SD FT, ADD (N) RM
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