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PREPARED gy';
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(E) SFR
1,904 S.F.
(E) GARAGE
400 S.F.
(N) 1ST FLR RM ADDIT'N
142 S.F.
(N) 2ND FLR ADDIT'N
1, JWY.
TOTAL AREA
2,446 S.F.
LOT AREA
7,689 S.F.
LOT COVERAGE: 32%
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.
2> 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 2341-B-1 C.B.C.
5. ALL PLUMBING WALLS TO BE 2" x 611
6. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF 8" WIDE AND NO "FLAT" STUDS
PERMITTED. STAGGERED STUDS ARE ACCEPTABLE.
7. 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.
8. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" WIDTH AND HAVE 241, MIN.
CLEARANCE IN FRONT OF THE STOOL.
9. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 AIR CHANGES PER HOUR.
10. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art 210-52 (a) "20 AMP. CIRCUIT DEDICATED TO
EACH BATHROOM"
11. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION.
12. 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.
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. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL
FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS.
15. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR BRACING TO THE EXISTING STRUCTURE WICH
MAY BE REQUIRED DURING CONSTRUCTION.
16. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON THE PLANS AND SHALL NOT
EXCEED CBC SECTION 2320.8.3 ALLOWANCES.
17. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT EXCEED 250/ol400/0 RESPECTIVELY.
BORED HOLES IN BEARING/NONBEARING WALLS SHALL NOT EXCEED 400/0/60% RESPECTIVELY. IN NO CASE
SHALL THE EDGE OF THE BORED HOLE NEARER THAN 5/8" TO THE EDGE OF THE STUD (2320.11.9 AND
2320.11.10)
18. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE TO BE SHOWN WITH THE FULL LENGTH
TRIMMERS, SPECIFYING THE SIZE OF THE HEADER AND TRIMMER (2320.11.6)
19. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
9
STRUCTURAL NOTES
CONCRETE
I.- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150'CU FT)
3: GRADE
JOIST, PURLINS 2" TO 4" WiDE, 6 & DEEPER No, 1
AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WITH PROVEN SHRINK AGE
BEAMS, PURLINS OVER 4" WIDE No, I
CHARACTERISMCS OF LESS THAN 0.05 °k.
SUBPURLiNS 2"TO 4" WIDE, 6& DEEPER NO. 1
2- READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94 PLACEMENT
LEDGERS No.2
STUDS 2° x 4" OR Tx 4" STUDS
OF CONCRETE SHALL CONFORM TO ACI 301.
STUDS 2' x 6" No. 1
3- CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW AL KALL CONFORMING TO
POSTS 5" x SAND LARGER No. i
SILLS, PLATES AND BLOCKING No.
ASTM 0-150.
2
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, SHALL BE
PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 518"
FOOTINGS 2,500 PSI
DIAMETER x 10" LONG BOLTS AT 48" ON CENTER 12' MINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER
SLAB OR GRADE 2,500 PSI
PIECE, INLESS OTHERWISE NOTED.
SIDEWALKS 2,000 PSI
S, STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL WITH 518"
5.- MAXIMUM SLUMP SMALL NOT EXCEED 4",
ANCHOR BOLTS AT 24" 01C.
6: CONCRETE SHALL BE MAINTAINED IN A MOIST CONDMON FOR A MINIMUM OF 5 DAYS AFTER PLACEMENT.
6: ALL NON BEARING STUD WALLS, SHALL BE 2' x STUDS AT 16" 010 WITH SW GYP. BOARD EACH SIDE,
UNLESS OTHERWISE NOTED,
ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED,
7: ALL REINFORCING STEEL ANCHOR BOLTS, DOWELL$ AND OTHER INSERTS SHALL BE SECURELY
FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE CLEANOUTS SHALL BE PROVIDED
7.- ALL =0 WALLS SHALL HAVE FULL HEIGHT 1" x 6" DIAGONAL LEFT -IN BRACES AT ENDS AT INTERVALS
NOT EXCEEDING 25 FEET O/C UNLESS OTHERWISE NOTED ON PLANS, BRACES SHALL COVER A MINIMUM OF
IN
BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND INSPECTION.
SIX STUD SPACES.
8.- VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITHTHE GENERAL PROVISIONS OUTLINED IN
8.- COMMON NAILS SHALL BE USED.
PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26.
9.- FIRE BLOCKING 2" x 1 V, " THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR LEVELS AT
9: EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SMALL BE FORMED WITH '!s 'CHAMFERS UNLESS
EACH IU HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS.
DETAILED OTHERWISE,
10- JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS OF 8' WHERE
10-CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE ARCHITECT
JOISTS ARE 2" x 12" OR DEEPER,
AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK,
I I - MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
11- NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 ° R
2° x 4" @ 18" O/C UP TO 14'-0"
2" x 6" @ 16' O/C UP TO 2a-D"
12-WIRE MESH LAP (ENO &SIDE) SHALL BE ONE FULL MESH-2
Tx 8' @ 16" 0/C UP TO 28'-0"
PLYWOOD
12: PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32" AND A MAXIMUM 1116' LARGER THAN THE
I PLYWOOD SHEETS SHALL BE COX CONFORMING TO P$ 1-95 AND SHALL BE STAMPED WITH THE ORPA
BOLT DIAMETER.
GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS.
REINFORCING STEEL.
2.- EACH SHEET SHALL HAVE A MINIMUM AREA OF $ $Q. FT. WITHA MINIMUM DIMENSION OF 2 FEET,
3- SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED AND APPROVED
BEFORE COVERING.
1- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS FOLLOWS:
FOOTING, SLAB ON GRADE, MASONRYAND BENT DOWELLS, TIES:
# 3 BAR AND SMALLER ASTM A- 615 GRADE 40
# 4 BAR AND LARGER ASTM A- 615 GRADE 60
FOUNDATION NOTES
2: DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND BENDING 1N
.. .: ...._. ...
ACCO,Pr ',NC-7- WITH A01v1S-"u.:. _. ..... _ _.... _.
1: FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL BEARING PRESSURE PER 2001
UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
3- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR:
(EXCEPT AS NOTED OTHERWISE)
CONTINUOUS FOOTING I1000 P.S,F.
NOT EXPOSED TO WEATHER OR EARTH 1"
- f ISOLATED FOOTING 1,000 P.S.F.
EXPOSED TO WEATHER 1 y.
EXPOSED TO EARTH
2: ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR APPROVED
COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
2'
PILASTER' BEAM & COLUMN TIES 1 "
FORMED FOOTING AND WALL EXPOSED Tp EARTH 2'
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3"
3: ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS OTHERWISE
SLAB ON GRADE 2"
NOTED.
4.- SPLICE IN CONCRETE: •'
4: FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS.
MINIMUM OF 36 BAR DIAMETER OR 12' WICHEVER 1S GREATER.
5: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING
5: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-52,
LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PROPERTY STRUCTURES, STREETS AND UTILITIES
IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES,
8: ALL DETAILING OF REINFORCING SHALL CONFORM 70 THE REQUIREMENTS OF A0) 31495
Sr ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS ANGIOR
7"ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED PLACE PRIOR TO
SHEDULES.
PLACING ANY CONCRETE OR GROUT,
7, ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.O.)
8.- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 GRADE 60. ,
8- ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE REMOVED
9-ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
AND RELOCATED.
10: ALL REINFORCING BARS SMALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY OTHER FOREIGN
9: ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING (THE PRESSURE
MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR.
ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO 1 VERTICAL SLOPE) SHALL BE
SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE FOUNDATION POUR.
11: REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT AS
SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF
10: FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE POSSIBLE VARYING
RECORD.
SUBSURFACE CONDITIONS.
12 -ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS, WHERE LAP
LUMBER
AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED, PROVIDE CLASS 'C' SPLICE PER
SCHEDULE, ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON SHOP DRAWINGS AND APPROVED BY
i-Alt LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO AiViS10N 23 (2061 C.B.C).
ENGINEER OF RECORD BEFORE FABRICATION,
2.- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED,
13: PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE
FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSI.
'
14.- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN V NOR i BAR OLA NOR Ix
MAX AGRAGATE SIZE.
' BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE BETWEEN
LAYERS 1",
u
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TITLE 24 SUMMARY
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ONE-
S Bjr., "r' ,r0 ONDITI
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at
red + y1AAq
ENERGY (TITLE 24) REQUIREMENTS
INSULATION
EXT WALLS: R-13
SUBFLOOR : R-19
ATTIC: R-30
FENESTRATION
FENESTRATION: U-FACTOR=.40 max
SHGC= .35 max
A/C EFFICIENCY
NIA
RADIANT BARRIER
EMISSIVITY LESS OR EQUAL TO 0.05
INSTALLED TO COVER ROOF RAFTERS AND
GABLE ENDS WALLS AT ATTICS
" ALTERNATE I OR TXV OR / SEAL DUCTS
APR 04 2005
f ' z
714 / 285 1121
2017 W. AL,CO AVE.
S A N T A A N A
CALIFORNIA 92703
MACIEL-AL_@MSN. COM
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714
2017 W. ALCO AVE.
SANTA ANA
CALIFORNIA 92703
MACIELALOMSN.COM
REVISIONS
SITE:
DEVELOPER / OWNER:
JOB DESCRIPTION:
DRAWN:
ARA
CHECKED:
DATE -
JOB NO -
SHEET NUMBER:
SDM
Am
--------- _ Pr E P
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SANTA ANA
NIA 92703
kL@?MSN.COM
REVISIONS
SITE:
DEVELOPER / OWNER:
JOB DESCRIPTION:
DRAWN:__—_---ARA
CHECKED:
DATE:
JOB NO:
SHEET NUMBER:
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SILL BOLTING
ALLOWABLE
EXTERIOR
INTERIOR
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MARK
WALL TYPE
SHEAR
WALLS
WALLS
UPPER
STORIES
7/8" STUCCO OVER PAPER BACKED LAT W116 GA STAPLES @ 6'0/C @TOP & BOTTOM
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180 PLF
518 @ 55- OIC
518 @ W'010
16d @ WO/C
(ICBO No, 1318, FEB, 1973) OR ( ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW
3/8" PLYWD SRUCT It OR STD SHTG WITH 8d NAILS @ 6'01C @ EDGES & 12" OIC FIELD
260 PLF
5/8 @ 38" O[C
5/8 @ 3WO/C
16d @ 6`O/C
(TABLE 23.11-1-1 U.B.C. NOTE 1,9, 10 & 11 BELOW
As3/8"
PLYWD SRUCT It OR STD SHTG WITH 8d NAILS @ 4!" 0/0 @ EDGES & 12- O/C FIELD
350 PLF
5/8 @ 26" OIC
5/8 @ 26"O/C
16d @ 4�" O/C
(TABLE 23-11-1-1 U.B.C. ) NOTE 1, 6,9, 10 & 11 BELOW
3/8" PLYWD SRUCT It OR STD SHTG WITH 8d NAILS @ 4" OIC @ EDGES & 12" OIC FIELD
380 PLF
5/8@26'0/C
5/8@-26'0/C
16d @ 4" O/C
(TABLE 23-11-1-1 U.B.C. ) NOTE 1, 3, 5,6, 9, 10 & 11 BELOW
PLYWD SRUCT It OR STD SHTG WITH 8d NAILS @ 3" O/C @ EDGES & 170/C FIELD
490 PLF
5/8 @ 20'OtC
5/8 @ 29'010
16d @ 3
Z�L3/8"
(TABLE 23.11-1-1 U.B.C. ) NOTE 1, 3, 5,6, 9, 10 & 11 BELOW
1/2" 0/0
3/8' PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 2" O/C @ EDGES & 12" O/C FIELD
610 PLF
518 @ 16'01C
5/8 @ 16" O/C
16d @ 2
(TABLE23-11-1-1 U.B.0 .) NOTE 1, 3,5,6, 9, 10 & 11 BELOW
1/2" O/C
1/2" STRUCT (PLYWD WITH 10d NAILS @ 2" O/C @ EDGES & 12" OfC FIELD
$70 PLF
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3/4 @ 16" O/C
NIA
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NOTES:
1: ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2x SOLID BLOCKING FOR WALLS TYPES 9& 10, AND x SOLID BLOCKING FOR WALLS TYPES 11, 12,13 & 14
2- WHERE SHEAR WALL $HEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. (I.E. HALF THE OIC SPACING)
3, USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATIONIFIRST FLOOR ONLY
4.- PAPER BACKED SELF FURRING EXPANDED METAL LATH ICSO APPROVAL
5.- GRAMING AT ADJOINING PANEL EDGES SHALL BE 3- INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED
6- WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O/C ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING
MEMBERS OR FRAMING SHALL BE 3- INCHES NOMINAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED
7 -ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 5/8" x 10" A.Ws @ 48'010 UNLESS OTHERWISE NOTED ON PLANS
8-ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7/32'SHOT PINS 0- 32"O/C & 46'0/C RESPECTIVELY: I.E. CZARK# H-67 ICBO REPORT 1280, MAY 1987
9.- USE 2 1/2 x 2 1/2" x 3/16" PLATE WASHERS
10.. USE COX CC OR STO SHTG IN LIEU OF SRUCT 11 PLYWOOD, ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES.
11- AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICSO # 1372 MIN EMBED 7 1/2"
12,- USE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL SHEARWALLS U.O.N.
13.- AT FLOOR LEVELS USE SOLID BLOCKING AT PERPENDICULAR SHEARWALLS AND DOUBLE FLOOR JOISTS AT EACH END OF THE SHEARWALL,
lk- ALL BEAMS SUPPORTING SHEARWALLS MUST BE STRAPPED TO THE WALLS BELOW.
15: ALL HOLDOWNS ON UPPER LEVEL MUST BE CONNECTED TO A POST BELOW PER HOLDOWN SCHEDULE TO THE LOWER LEVEL OR TO THE FOUNDATION.
m I
DRAWN
CHECKED
DATE
SCALE
ion No.
SHEET
SHEETS
PRINTED ON CLEARPRINT 1000K
P,9EPARED BY:
3/4" PLYUZ00 STUCCO c/ BLDG.
TREADS 4 RISERS PAPER
2
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13" MIN, 28 GAUGE &I, PAN FLA5144a
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w/ APPROVED CLIP FELT ON DECKING PER STRUCTURAL w
PLANS ON ROOF RAFTERS PER PLANS
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PAPER ol 61 $REED KEEP INSULATION CLEAR <
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TREADS A RISERS 2 ASPHALT SHINGLE SHINGLES ON 30 lb
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714 %285 I I Z
2017 W. ALCO AVE.
SANTA ANA
CALIFORNIA 92703
MACIELALOMSN.COM
REVISIONS
SITE:
DEVELOPER OWNER:
Jos DESCRIPTION:
ARCHIT'l
DETAILS
AS SHOWN
DRAWN: ARA
CHECKED:
DATE:
JOB NO: DEC-10-03
SHEET NUMBER:
A l
CERTIFICATE OF
4:. i s
,NC4
Project Address ff
l5ocutilentation Author t ' T ephone
Compliallbe Meths (Package or Computer) Climate Zone
ge 1 of 3) CF-1R
tt 1
Ire
Building permit#
plan Check/Dale
Field Check/Dale
GENERAL INEORMATIUN.
Total Conditioned Floor Area fe Average Ceiling Height: ' ft
Conditioned Slab Floor Area ft x
Building Type: _.___...Single Family Addition
(check one or more) —Multi-Family Existing -Plus -Addition
Front Orientation: lb- North / Sou East / West 1 All Orientations
(input fr entation in degrees from True North atxl circle one)
Number of Stories
Number of Dwelling Units:
Floor Construction Type: Slab sea Floor ircle arse orboth)
RADIANT BARRIER re in climate zones 2 4 8-15 Required for this submittal yes no
MUM SMILMIN LATI
Component
Type
Frame Type
wd = wood
stl = steel
Cavity
Insulation
R-Value
Sheathing
Insulation
R-Value
Total 12-
Value'
Assembly
U Factors
Location/Comments
(attic, garage, typical, etc.)
wall
2x-F• Rte
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5
Wall
Roof
4 2„
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Floor
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Slab Edge
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i nsulation r irements for the Prescriptive Pacie.
FENEfflRATION
Shadily Devices
• - r .• •
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Fenestration
U-Facor
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Compliance Farms August 2001
MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of2) 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 (r) may be superseded by more stringent compliance requirements listed on the Certificate of
Camprauc, . When this checklist is incorporated into the permit documents, the features noted shall be considered by ail parties as
minimum component performance specifications for the mandatory measures whether they am shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter NIA if not applicable.
Compliance.Fomis August 2001
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
a § 154(a): MinimursrRo+l ceiling insulation, 147*'lpc�
y
§ 154(b}: Loess fill insulation manufaeturet`s labeled R-Value.
u. § 154(e): Miraumum R-13 wail insulation in wood framed walls or equivalent H FactEinme"w framewalls
.
does not to ex "ar mass
awly
� § I54(d): Minimum $raised floor insulation in framed floors.
§ 154{i} : Slab edge insulation -water absorption rate no greater than 4.3%, water vapor transmission steno
f/
eater than 2.4 .rmlinch.
pe
§ 1 ] $: insulation specified or installed.meets insulation quality standards, 3ndieatetype and farm.
§ l i6-17: Fenestration Products, Exterior Doors, and ihfiltrationtExfiltratson Controls
1. Doors and windows between conditioned and ancanrtitianed spaces designed to limit air leakage.
2. Fenestrationproducts (except field -fabricated) have label with certified U Factor, certified Solar_ Beat
Crain coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weathersiripped; all saints and penetrations caulked and seated.
§ ISQ(g): Vapor barriers mandatory in Climate Tones 14 and 16 only.
§ 154(f): Special irrfrltration barrier installed to comply with § 151 melts Commission quality standards.
§ 154(e): installation of Fireplaces, Decorative Gas 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
a, Flue damper and control
2. No continuous bufning gas pilot lights allowed.
Space Canditiairing, Water Heating and Plumbing System. Measures:
"
§ 114- 313: IiVAC equipment, water heaters, showerheads and faucets testified by the Commission.
§ 154(h): Heating and/or cooling loads calculatedin accordance with ASIiRAE, 32vfACNA OR ACCA•
§ 154(}: Setback thermostat on all applicable heating andtar cooling systems,G'
` f
Pips and tank insulation
1. Storage gas water heaters rated with an Energy Factor Less than 4.58 mast be externally wrapped with
insulation having an installed thermal resistants of R-12 or greater.
2. );rest 5 feet of pipes closest to water heater lank, non -recirculating systems,insulated (R-k or greater)
3. Back-up tanks for NOW system, unfired storage tanks, or other indirect hat water tanks haven 12
external insulation or R-16 combined intemallerctema2 insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water systems.
S. Coaling system piping below 55°F insulated.
b. Piping insulated between heating source and indirect hot water tank.
CERTIFICATE
R'VAC SYSTEMS
Mote: Input y rontc or combined hydronic data under Water Heating Systems, except Design Heating Load.
.Distribution
Heating Equipment Minimum Type and Duct or Heat Pump
Type (fumaoe, heat Efficiency Location Piping Thermostat Configuration
R V
al 1 s tit ar k e
1
SEALED DUCTS and TXVs or. Alternafave Measures
Sealed Ducts (all climate zones)
(installer testing and certification and MRS rater field verification wquited)
C TXVs, readily accessible (climate zones 2 and $-15 only)
(Insulter testing and'eertification and HERS Rater or field vetification required)
Cl Refrigerant ChargefAir Flow (climate zones 2 and $-15 only)
(Installer testing and certification and MRS Rater or field verification requited)
OR
Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone)
Climate Zone Window SHGC Window U-Factor SEER Heating
o.
WATER. HEATING SYSTEMS
Energy` External
Rated, Tank Factor or Tank
Water Heater Distribution Number input (kw Capacity Recovery Standby' Insulation
I T in S stem orBi fir) atlans Efficient Loss % R-Value
i, For small gas storage water heaters (rated inputs oftess than or equal to 75,000 Btuttu), electric resistance, and beat PUMP water healers, fist Energy
Factor. For large gas storage water heaters (rated input of greater than 75,000 Btathr), list Rated Input, Recovery E�soiency and Standby Loss,
For instantaneous gas water heaters, list rated input and recovery eflicienoies.
SPECIAL FEATi IRES add extra sheets if necessary). Package C and D: TX VS, Sealed Ducts. 132diant
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual).
Package Cs thenmal mass (thermal mass type, covering, thicimess and description).
Compliance Forms August 2001
MEASURES CHECKI.,ISTs RESIDENTIAL (Page 2 of 2) M[F-1R
Mote: iawrise residential buildings subject to the Standards mast contain these measures regardless afthe compliance approach used.
Items marked with an asterisk ('a) 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 nosed shall be considered by all patties as
minimum component performance specifications for the mandatory measures whether they are spawn elsewhere in the documents
or on this checklist only,
1tLQtructions: Check or initial applicable boxes when completed or enter NIA if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures; (continued)
xx §l54(m): ]?acts and Fans
1. All ducts and plenums installed, sealed and insulated to meat the requirement of the 193$ CMC Sections 841,
603, 644, and Standard 6.3; ducts insulated to a minimum installed Isvel of R•4.2 or enclosed entirely in
conditioned spans, Openings shall be sealed with mastic, taps, aerosol sealant, or other duct -closure system
That nests the applicable requirements of tTl.181, t3i, 181 A, or iTL 18113. If mastic or tape is used W seal
�
$f
openings greater than I!A inch, the combination of mastic and either mash or tape shall be used. Building
cavities shall not be used for conveying conditioned sit: joints and seams of duct systems and their
components shalt not be seated with cloth lack rubber adhesive dart tapes aniess such tapes used in
combination with mastic and drawbands.
2. Banding cavities, support Platforms for wiz handlers, and plenums defined or constructed with materials
other than scaled sheet metal, duct baard or flexible duct shalt not be used for conveying conditioned
air, Building cavities and support platforms may contain ducts. Ducts installed in cavities and suport
platforms shalt not be compressed to canes reductions ittthe cross -sectional arse of the ducts-
3, joints and seams of duct systems and their campnents shall not be sealed with cloth beak tubber
adhesive duct tapes unless such tape is used in combination with mastic and drawbands.
4. Exhaust fan systems have back draft or automatic dampers.
5. Gravity ventilating systems serving conditioned space have wither automatic or readily accessible,
manuatly'opsratsdaampers.
6, Protection of insulation. insrstation'shall be protected from damage, including that dos to sunlight,
moisture, equipment maintarancs, and wind but not limited to the following: lnsuiatian exposed to
weather start be suitable for outdoor service e.g., protected byaluminum, sheet metal, painted canvas,
or plastic saver. Cellular foam insulation shall be protested as above or painted with a coating that is
water retardant and provides shielding from solar radiation that can cause degradation of the matcriai.
§I l4: Pool and Spa lleatirtg,Systems and Equipment.
1, System is Certttiedwrttr 7$ °f° thermal efficiency, an -off SW ttClt, weatherproof Operattn$ lnSLtltCtian3, n0
electric resistance heating and na pilot light,
'l.. System is installed with:
a, At Ieast 36" of pipe between fitter and heater for future solar heating.
h. Cover for outdoor pools or, outdoor spas.
3. ,Pool system has directional inlets and a circulation pump time switch.
Etas fired central furnaces, peal heaters, spa tteatets or household cooking appliances have no
exrndmtotssty tntrnirtg pilot light. (Exception: Dian-eteatrieal caaking appiiamces with p4at<254 Sloths°)
§l l& (f); Cool Roofmateriai meet specified odtetia
Lighting Measures:
£ISO. (k)i.: Luminaires for general righting in kitchens strait have tamps with an efficacy of 40 tumenstwatt
or greater for• general lighting ittr kitchens. llris general lighting shall be controlled by a switch on a readily
accessible lighting control panel at an entrance to the kitchen.
g 150 (k)2,: Rootms with a shaver or bathtub must have either at least one tutnina`sre with {amps with an
the to the mum or one of the alternatives to this
efficacy of40 Itunens/watt or grouter switched at entrants
allowed in § 150(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cover) ,
requirement
approved.
—
-------•---
Compliance Forms August 2041
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (:Page 3 of
Project Title Date
COS." LIANCE_STATMENT
This certificate of compliance lists the building features and perfortnance specifications needed to ctnnply with
Title 24, Parts l and 6 of the California Code of Regulations, and the administrative regulations to implement
them. This certificate has been signed by the individual with overall design responsibility, When this certificate
of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that
is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using
duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS
rater.
Designer Or Owner (per Business and Professions Code) Documentatifln Author
Name: Name:
-r—
Title/Firm: Title/Finn:
Address: `�-'"' Address:
Telephone: 'Telephone: � • i � Z
(si store} date} ,__(s at ur (da )
Enforcement forcement Agency
Name:_±'�
Title: W(14
Agency
Telephone:
76-stV1 stamp} ( ie)
Compliance Forms August 2001
0
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714 i 286 1121
2017 W. ALCO Ave.
S^NTA AN^
CALIFORNIA 92703
M^CiELeAL*MSN. COM
REVISIONS
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