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TITLE 24 SUMMARY
ENERGY (TITLE 241 RVn11T1RFMFNTQ
PrEPA IED Sr;
I
INSULATION EXT WALLS:
R-13
NEW SUBFLOOR:
NEW ATTIC:
R-19
GENERAL NOTES
R-30
FENESTRATION FENESTRATION:
U-FACTOR=.75 max
I
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001
C.B.C. PLUMBING AND MECHANICAL CODES, THE C.E.C. AND
SHGC= 40 max
LOCAL ORDINANCES.
2.
VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3.'
IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR
A/C EFFICIENCY N/A 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.
RADIANT BARRIER EMISSIVITY LESS OR EQUAL TO 0.05 4. ALL NAILING -TO COMPLY WITH TABLE 23-11-B-1 C.B.C.
THE MANUFACTURED WINDOWS SHALL HAVE A LABEL A M,0 e
c,
INSTALLED TO COVER ROOF RAFTERS AND i
GABLE ENDS WALLS AT ATTICS ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION
RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH 714 285 1121
rHE ckic 2f% 1 7 %Af A
RGY CALCULATIONS. L. %_ %J .1k v = .
SANTA ANA'
PLUMBING NOTES =CALIFORNIA 92703,
6. ALL PLUMBING WALLS TO BE 2" x 6" MAC,19LALOMSN. COK
7 DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A
MINIMUM OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. REVISIONS
STAGGERED STUDS ARE ACCEPTABLE.
8. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED
I jKlOr
4TO 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,
u 9. GLASS ENCLOSURE DOORS AND PANELS MUST BE
E I
LABELED CATEGORY If. NET AREA OF SHOWER RECEPTOR
Cri GRADING
SHALL BE NO LESS THAN 1024 SQ IN OF FLOOR AREA, AND i
ENCOMPASS 30"DIAMETER CIRCLE.
10. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE
ER M IT*,. NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE
z IN FRONT OF THE STOOL.
0 C, C, GR'K ) II 11, FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL
FAN 5 AIR CHANGES PER HOUR.
L°ONSTAJYPrr 12. WATER HEATER TO BE BRACED TO RESIST SEISMIC
FORCES, PROVIDE TWO STRAPS (ONE STRAP AT TOP 1/3 OF
CODE EDITION �:9�161c��4_ THE TANK AND ONE STRAP AT BOTTOM 1/3 OF THE TANK).
13. ALL NEW WATER CLOSETS WISH USE NO MORE THAW 1.6
FLOOL) GALLONS PER FLUSH.
ELECTRIC NOTES C IVE
11 RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH
IR RE01) YES (0 NEC Are 210-52 (a) "20 AMP. CIRCUIT DEDICATED TO EACH
BATHROOM" SEP 5 Z005
v1=1 15. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT
D
MICAC FILM PROTECTION.
16. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION
RALDIA'4T B � PRIER 0 ROOF E NO COMPLIES WITH NEC Art. 210-8- "ALL 125 volt SINGLE PHASE, ity anta Ana
15 AND 20 AMPERES RECEPTACLES INSTALLED IN
F$ESID ENTli %L DEV. FEE YES BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN
COUNTERS AND AT WET BAR SINKS.
sc,i2poNX D13TRIC;T YES N
STRUCTURAL NOTES
17. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR
BRACING TO THE EXISTING STRUCTURE WICH MAY BE
REQUIRED DURING CONSTRUCTION.
18. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE
SHOWN ON THE PLANS AND $HALL NOT EXCEED CBC
SECTION 2320.8.3 ALLOWANCES.
'0 19. NOTCHING OF EXTERIOR AND BEARINGINONSEARING
WALLS SHALL NOT EXCEED 261/6140% RESPECTIVELY
BORED HOLES IN BEARING/NONBEARING WALLS SHALL
NOT EXCEED 40%/60% RESPECTIVELY. IN NO CASE SHALL
THE EDGE OF THE BORED HOLE NEARER THAN 5/8" TO THE
EDGE OF THE STUD (232011.9 AND 2320.11.10)
2.9 HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS
A;E TO BE SHOWN WITH THE FULL LENGTH TRIMMERS,
SPECIFYING THE SIZE OF THE HEADER AND TRIMMER
(2320.11.6)
21. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES. CIO
......... ..
PO
OR PLAN NOTES
2E
s�. T
I- WATER CLOSET 1.6 G.P.F. MAX
2 _Fr nTn �u
F.G. TUB &SHOWER w/SHUTTER pROOF WOO
ENCLOSURE
3. - LAVATORY.
:wxx
4. -SHELF & POLE
0 AD
M
LEGEND
110 V W/ BATTEBACK-UP
110(�)
SMOKE OFTFCT6RRY
BATTERY OPERATED
SMOKE DETECTOR NOTE:
9 V
SMOKE DETECTOR
PROVIDE SMOKE DETECTORS IN EACH BEDROOM
O
RECESSED CEILING LIGHT
AND CORRIDOR OR HALLWAY ACCESSING SUCH
BEDROOMS PER SECTION 310.9.1,3 & 310,9-1.4
F0_1
RECESSED MINI LICHT
2001 C8C. SEE NOTE "t" BELOW FOR S.D IN
EXISTING BEDROOMS
CEILING MOUNTED LIGHT
WALL MOUNTED LIGHT
vov CUTLET
FUEL GAS
220V OUTLET
GFI
-GROUND FAULT IN7FRRUPTOR
SWITCH
�_3
5-WAY SWITCH
HOSE 818
HOSE SIBBS TO HAVE A NON -REMOVABLE
AIR DIFFUSER GRILLE,
YBACK-FLOW PREVENTER OR WITH A LISTED
ATMOSPHERIC VACUUM BREAKER.
FL
FLUORESCENT
MECHANICAL FAN, M!
5 AIR CHANGES PER HR,
o
FLUORESCENT LIGHT
I-E
LOG LIGHTER
PLUMB FOR 'CE MAKER
TELEPHONE JACK J
AF!
RECEPTACLE OUTLETS SUPPLIED BY
BRANCH CIRCUITS PROTECTED BY
AN ARC -FAULT CIRCUIT INTERRUPTER
FLOOR PLAN LEGEND
EXISUG WALLS TO REMAIN
EXIST'G WALLS TO REMOVE
NEW WALLS FOR RM ADUN
2x6 PLUMB'G WALLS
OWNER:
. MRS.
MARIA GUIL4ft
PH# 7141651-1436
DESCRIFTION OF JOB.-
T NEW 456 SO F ROOM
ADD-N I BORM, MTR BDRM
W/BATHRM.
CHECKEO
, AN
SHEET
Am
OF SHEETS
pavislohis By
f I i I
EAST ELEVATION
m
Flo
um"
mw4
0
i, 7
FFF
ELEVATION NOTES
I.- ASPHALT SHINGLES TO MATCH EXIST'G.
2.- STUCCO TO MATCH EXIST'G.
3.- 2 x FASCIA TO MATCH EXIST'G.
4,- 2 x 4 TRIM AROUND WINDOWS.
= I
lbiRAWIY
CHECKED
OATS
SCALE
JOB NO.
SHEET
A&
OF SHEETS
PRINTED ON CLEARPRINT 1000H.
0
REVISIONS I BY
- ---------
FOUNDATION PLA 11 N
L EXISTING FOOT'G
M 7.-
IN NEW FOOT'G
SC=114=11-0"
FOUNDATION, NOTES
FLOOR SHEATING:
USE 3/1" STRUCTURAL 11 C-D OR C-C
PLYWOOD, MINIMUM PANL INDEX NUMBER
(40/20) T & G, W/ 10 D Q?, 10"O.C. IN THE FIELD
(UNBLOCKED U.NO.) .
FACE GRAIN OF PLYWOOD SHALL BE PERT.
TO SUPPORTS.
EXISTING 12-08"CONC. FOOT'G
3. NEW CONCRETE FOOTING 12"W x I 8"D W/
(1) #4TOP & BOTTOM MIN.
4. 24" 1, 44 REBAR DOWELL 6" INTO EXIST%
FOOT'G TOP & BOTT W? SIMP "EPDXY"
0 12"x 6 G. 1. FOUNDATION VENT (TYP)
< 6.) 18"x 24"G.I. FOUNDATION ACCESS
/7. GIRDER POCKET OR HANGER PER PLAN
8. 5!8" DIA x 10" L. ANCHOR BOLT A-) 6'-0" O.C. MAX
12" FROM ENDS. MIN 2 PER FIELD" 7"MIN FNBFD
W/ 2"x 2" x 3/16" PLATE WAHERS (TYP)
NOTES:
q. VERIFY HRDWR. LOCATION W/ FLOOR PLAN
b. HOLD-DOWN ANCHORS MUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION
c. SURFACE WATER WILL DRAIN AWAIT' FROM
,BUILDING
d. HOLD-DO'WN CONNECTOR BOLTS VNTO WOOD
FRAMING REQUIRE APPROVED PLATE WASURS,
AND HOL DOWNS SHALL BE TIGHTENED JUST
PRIOR TO COVERING THE WALL FRAMING
e. ALI, INTERIOR NON -BEARING WALLS W/ SHOT PINS,
RANSET 43348 OR EQUIVALENT AT 36 " O.C.
UNLESS OTHERWISE NOTED.
f. 5,18" DIA. A. B. MAY BE REPLACED BY 5/8" DIA THREADED
RODS W/,r, -/," EMBED, WITH CIA -GEL 7000 EPDXY SYSTEM
I.C.B.O. ER -4846 (OREQUIVALENT), AT THE SAME SPACING
PER 2320.11. 4. CBC
'PLAN
ROOF FRAMOG SC=1/4=11-01,
FIWVIOE ROOF RACNANT BARRIER
PER TITLE 24 AT ROOF SHEATHING
1, ROOF 5HEATHIN C , 'Z
`/2" COX PLYWOOD (32/16) OR OSS, UNBLOCKED
DIAPHRAGM, W/ NAILING-
8d e 6" O.C. SUPPORTED ENDS A BOUNDARY
Sd 'a 12" O.C. FIELD,
USE (a) 1(bd 0 TOP PLT. CHORD SPLICE W1 ST6224
(USE IX6 SOLID SHEATHING OR A-C GRADE PLYWOOD
AT EAVES 4 OVERHANG)
2. PROVIDE 4X POST AT EACH END OF 4XIO OR
LARGER MEMBERS, DOUBLE STUDS FOR 4X8 SINGLE
STUD FOR 4X6 OR SMALLER MEMBERS
3. ALL NAILS ARE COMMON NAILS.
4. ALL STUDS 6 Iro" O.C. MAXIMUM.
5. ALL LAG BOLTS (LB) TO BE S" LONG INSTALLED
WITH PILOT HOLE AND WRENCH.
6. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED
AT ALL EDGES OF ALL PLYW'D SHEETS IN SHEAR WALL.
-1. ALL PLYWOOD PANELS SHALL BE
MANUFACTURED USING EXTERIOR GLUE.
6. 2 LAYERS OF 150 FELT SHALL BE USED AT
ALL STUCCO APPLIED OVER PLYWOOD.
I J � I rz
S. SEE DETAILS FOR ALLOWED BORING
AND NOTCHING OF STUDS AND JOISTS
io, SEE DET. FOR TYP. EXTERIOR
WALL FRAMING
PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF
STUD WALLS AND PARTITIONS, INCLUDED FURRED
SPACES AT THE CEILING AND FLOOR LEVEL AND AT
10 FT INTERVALS BOTH VERTICAL AND HORIZONTAL.
12. WALLS BRACED TO RESIST WIND AND SEISMIC FORCES
SHALL NOT EXCEED THE FOLLOWING HEIGHT TO WIDTH RATIOS
2 TO I FOR PLYWOOD. FRAMING MEMBERS OR BLOCKING SHALL
BE PROVIDED AT THE EDGES OF ALL SHEETS IN
$HEAR WALLS*- 2 TO I FOR GYPSUM WALLBOARD A PORTLAND
CEMENT PLASTER (STUCCO). WALL SECTIONS HAVING
HEIGHT -TO -LENGTH RATIOS IN EXCEES OF 11/2 TO I
SHALL BE BLOCKED.,
13. ROOF DIAPHRAGM NAILING TO BE INSPECTED
BEFORE COVERING. FACE GRAIN OF PLYWOOD
SHALL BE PERPENDICULAR TO SUPPORTS
ROOFING MATERIAL
ASPIIAL SHINGLE CLASS 'B'OR BETTER TO MATCH
EXISTING S.F.R. W/ 2 LAYER 4 15 FELT UNDERLAYMENT.
BRACING PANEL
PER 2320,11AC15C
3/e " C-D, C-C PLYW'D BLKr.>.
W1 6d's 6" O.C. EN. 4 12" O.C. FN.
2X P.T.DF. SILL CONNECTION W1 5/6,10
A.B. O.C.
TOP ANCHORAGE WITH A-35 6161, O.C.
STRUCTURAL NOTES
-
CONCRETE
I;- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
TYPE(150'CU FT)AGRFGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM
C-33 WITH PROVEN SHRINK AGE CHARACTERISITOS OF LESS THAN MOS %.
2.- READY MIX CONCRETE SHALL BE
E MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C.
94 PLACEMENT OF CONCRETE SHALL CONFORM TOACI 301,
3,- CEMENT FOR ALL CONCRETE SHALL BE, PORTLAND CEMENT TYPE V OR SLOW ALKALL
CONFORMING TO ASTM C-150.
4, MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
FOOTINGS 2.SWPS1
SLAB OR GRADL- 2,SWPSI
SIDEWALKS 2,000 PSI
S.- MAXIMUM SLUMP SHALL NOT EXCEED 4.
&- CONCRETE SHALL BE MAINTAINED IN A MOST CONDITION FOR A MINIMUM OF 5 DAYS
AFTER PLACEMENT. ALTERNATIVE METODS WILL SEE APPROVED IF SATISFACTORY
PERFORMANCE CAN BE ASSURED,
I. ALL REINFORCING STEEL ANCHOR BOLTS, DOWELL$ AND OTHER INSERTS SHALL BE
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
CLEANOUTS SHALL 13E PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
CLEANOUT AND INSPECTION.
a.. VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26.
9=EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH 1%
CHAMFERS UNLESS DETAILED OTHERWISE,
10, CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE
ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK.
I I,- No WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95' F.
11. WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
PLYWOOD
I.- PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH
THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE
ON THE PLANS,
2.- EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SQ. FT, WITH A MINIMUM DIMENSION OF
2 FEET.
3.- SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
AND APPROVED BEFORE COVERING.
FOUNDATION NOTES
I.- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL SEARING
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
CONTINUOUS FOOTING 1.000 P.S.F.
ISOLATED FOOTING 1,000 P,S,F,
2.. ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR
APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
3.- ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS
OTHERWISE NOTED,
4.- FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS.
5, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
INCLUDING LAGGING, SHORING, AND PROTECTION OF ANY ADJACENT PROPERTY
STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL. STATE AND
LOCAL SAFETY ORDINANCES.
S,- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
AND/OR SHEDULES.
7, ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (u.N.0)
6, ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL
BE REMOVED AND RELOCATED.
9, ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING
(THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO i
VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE
FOUNDATION POUR.
10.- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
POSSIBLE VARYING SUBSURFACE CONDITIONS.
LUMBER
1.- ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING To DIVISION
23 (2001 C.S.C).
2.- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED.
3.-
GRADE
JOIST, PURLINS 2-TO4'WIDE, 6& DEEPER
No, I
BEAMS, PURLINS OVER 4- WIDE
No. I
SUSPURLINS 2"TO 4",WIDE, 6 & DEEPER
No. I
LEDGERS
No, 2
STUDS 2' x 4' OR 3* x 4'
STUDS
STUDS 2"x 6"
No. i
POSTS 5"x 5" AND LARGER
No, I
SILLS, PLATES AND BLOCKING
NO. 2
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" DIAMETER x ig' LONG BOLTS AT 48" ON CENTER 12' MINIMUM
FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED.
5.- STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SMALL BE BOLTED TO THE WALL
WITH SW ANCHOR BOLTS AT 24* 01C.
G.- ALL NON SEARING STUD WALLS, SHALL BE 2* x STUDS AT 16WC WITH 51W GYP. BOARD
EACH SIDE. UNLESS OTHERWISE NOTED.
7, ALL STUD WALLS SHALL HAVE FULL HEIGHT I" x 6' DIAGONAL LEFT -IN BRACES AT ENDS
AT INTERVALS NOT EXCEEDING 26 FEET O/C UNLESS OTHERWISE NOTED ON PLANS, BRACES
SHALL COVER A MINIMUM OF SIX STUD SPACES.
S..COMMON NAILS SHALL BE USED.
9, FIRE BLOCKING 2'x I % * THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR
LEVELS AT EACH ig HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS.
10.- JOISTS SHALL BE SNLOCKEO AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS
OF 8'WHERE JOISTS ARE 2'x 12' OR DEEPEk
I I.- MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE
7"x 4" 0 IS"OC UP TO 14'4r
Z'x 6* @ 16* OIC UP TO 20'-W
2* x 8"@ 16'01C UP TO 26-0'
12: PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13.. BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1132" AND A MAXIMUM 1/16"
LARGER THAN THE BOLT DIAMETER.
REINFORCING STEEL
I.- REINFORCING STEEL SHALL BE INTERMEDIATE GRACE DEFORMED BEARS AS FOLLOWS:
FOOTING, SLAB ON GRADE, MASONRY AND SENT DOWELL$, TIES:
# 3 BAR AND SMALLER ASTM A. 615 GRADE 40
# 4 BAR AND LARGER ASTM A.OISGRADE 60
2, DEFORMATtON'OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
SENDING IN ACCORDANCE WITH ACI-318-95.
3.- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR:
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH
EXPOSED TO WEATHER 114,
EXPOSED TO EARTH 2"
PILASTER, BEAM & COLUMN TIES I
FORMED FOOTING AND WALL EXPOSED TO EARTH 2",
UNIFORMED FOOTING AND WALL EXPOSED TO,FARTH 3'
SLAB ON GRADE 2"
4.. SPLICE IN CONCRETE:,
MINIMUM OF 36 BAR DIAMETER OR 12'WICHEVER IS GREATER,
S.- WELDED WIRE FABRIC SHALL CONFORM TO ASTM AA85 AND 1-82.
5-ALL DETAILING OF REINFORCING SHALL CONFORM TOTHE REQUIREMENTS OF ACI 318-95
I. -ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS. ETC. SHALL BE SECURED
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT.
B.- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-616
GRACE 60,
9, ALL REINFORCING BAR SENDS SHALL BE MADE COLD
10.. ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY
OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR.
I I.- 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 RECORD.
12.-ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS,
WHERE LAP 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 ENGINEER OF RECORD BEFORE FABRICATION.
13.- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION 8YWCRSL
14- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN V NOR I
BAR DIA NOR ix MAX AGRAGATF SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS i",
ATTIC VENT. CALC'S,
456 S.F. /150= 3.04 x 144= 438 sq in REQUIRED
I.- 1411x18" sq in
1 piece x 252 sq in= 252 sq inch PROVIDED
2. -(3) 2"o holes EAVE VENT= 9 SQ IN
At NORTH SIDE -
At SOUTH SIDE -
At EAST SIDE 14 pieces
At WEST SIDE 14 pieces
28 pieces x 9 = 504 sq inch
JITOT kL= 504 SQ IN PROVID
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
AND THE ROOF SHEATING. TO ACCOMMODATE THE
THICKNESS OF INSULATION PLUS THE REQUIRED 1"
CLEARANCE, MEMBER SIZES MAY HAVE TO BE INCREASED
FOR RAFTER -CEILING JOISTS.
• ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH
CORROSION -RESISTANT METAL MESH OPENINGS OF
INCH IN DIMENSION.
OWNER:
MRS.
MARIA GUIZAR
DESCRIPTION OF JOB:
456 SQ FT NEW ROOM
ADD-H I BDRM9 MTR BDRM
W/BATHRM
DRAWN
CHECKED
DATE
SCALE
Joe No.
SHEET
A
OF SHEETS
Dalu'ron AIM f%1 rAnnnlur 4nnnu
.. .� t.:.-. {:, a �.• � ,;
� { E, SHEAT'G PER
.._ _.. �PLAN 0/ 2X `• T
�^} m
ER PLAN W1 R-19 INS.
AS p! /V � O.C.:. 63Lis
is
7^ A-35 @ 16" O.C.
<n� i
A
. q i
-
. �P
q
4
V
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}
2 T
� �CoAve.
� l4� 2�s w A�.c A
SANTA ANA
4 A
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9 2703
C A y I 0 p �A1 A
.-:•..•.•... , t7 MAGiELAI,.OM5N. cOM
- e
a
ll ' p �y
W REVISIONS
CERTIFICATE OF COMPLIANCE*- RESIDENTIAL (Page I of 3) CE-1R
c A —6 LO
Project Title
Project Address _ Buildingitrit#
L 1 i'lan Check 1 i?atO
Docurri xitation Author b Telephone
Meld lDate
Com` ianee Method (Package or Computer) Climate Zone
Bnforcement Agta►cyF7scOntp
t'lrt'lrtFlltAi. tl�l i'yiA,TION
Total:Conditioned Floor Area fie Average Ceiling bight: ft
Conditioned Slab Floor Area ft x
Building Type: ,._.;.___. _.$ingle Family Existing-Plus-Addition
xi �ittion
(check one or snore) WIti-Family Existing Plus -Addition
Front Orientation: North / South J Fast J Vest All orientations
(input front orientation in es from True North and elide one).
Number of Stories
Number of Dwelling Units:
Floor Constmctioll.Type: Slab isedFlo r(circleoneorboth)
001,
JIA Ai Ct $ ze aired in climate zones 2 4 8-0 Rewired for this submittal yes —no
Componetat Frame Type Cavity Sheathing Total R- Assembly Location/Comments
'type wd � woad Insulation Insulation Value t7 Factor (attic, garage, typical, etc•)
stl = steel R-Value R-Value
Wall
Wall
Roofa-
Roof t
FloorI loop.
Floor _
��
slab Edge
' For resofy five Mtn Hance Total R Value_, _ d A
mbl U Factor a net re t»red fox a w - rained wall thaE" #s oavi R: val e
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Comlplia FormForms
August 2001
MANDATORY MEASURESCHECKLIST: RESIDENTIAL (Page 1 of 2) MIF-IR
Note: Lawriss zesidentiat buildings subject to the standards mostcontain thr ome saes r egardiess of the complimee approach used
items ,masked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of
:omp►iance, When this checklist is incorporated into the permit documents, the features noted shall be considered by art parties as
minimum component performance specifications for the mandatory measutes whether they are shown elsewhere in the doctiffia"ts
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter NIA if not applicable..
T}ESIGNEIt ENFORCEMENT
DESCRIPTION .
Building l nvelope Measurer. _ v
M Jilimi R- ceiling insulation.
Loose fill insulation manufacturer's labeled R-Value.
a § 150(c): M orumum R-13 wall insulation in wood framed walls or egwvatent oJ`Faotar m metal frame walls
/
V,
does note 1 to ex "or mass walls,
* § 1 S0(d); Minimrun R- raised floor, insulation in framed ttoors
§ 150(1) : Slab edge insulation -water absorption rate rw greater than 0301% water vapor transmission rate no
reaterthan 2:0 rrtrlinch.
§ 118; Insulation specified or installed meets insulation quality standard& indicatetype and fomt:
§ 116-M Fenestration Products, Exterior Doors, and infrltratrcW` Bxfrltration Controls
A. Mors and Windows between Conditioned and Unconditiioned spaces designed to limit air leakage.
2. Fenestration products (except field -fabricated) have label with certifted 13-Factor, certified Solar Hot
Gain Coefficient (SHGC), and infiltration Certification.
3. Exterior doors and windows weatherstripped; aii joints and pe ietmtions cavfked and sealed.
§ 150(g,); Vapor barriers mandatory in Climate Zones 14 and 16 only.
§ i 5o(f):.. Special in#iitration barrier installed to comply with § 151 meets Commission quality standards.
$ I50(e): Installation of Fireplaces, Decorative Gas Appliances and Gras Logs,
1. Masonry and'factory-built.6replaces hot:
a. Closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilot lights allowed. ----
space conditioning, Water Bleating and 1Plumibing System Measures:
_
§ 110- 113: HVAC equipment, water heaters, showetheads and faucets oertifted by the commission.
f 15o(b): Heating and/or cooling load$ calculated in accordance with ASB RAK SWAG A OR ACCA.
$`150(i): Setback thermostat on all applicable heating andtor cooling systems.
§ } 50() Pips and taut:insulation
1. storage- gas water heaters rated with an Energy Factor loss than0:58 must be txlematly wrapped with
insulation having an'installed thermal resistance of R-12 or greater.
2. First S feIei of pipes closest to water heater tank, non -recirculating systems, insulated (R a or grow)
3 Hack-yp tanks for solar system, unfired storage tanks, or other indirect hot water tanks have li 12
external insulation or RA6 Combined intemai(external insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water systems.
5. Cooling system piping below .55°F insulated.
,c Pi.,;.. imula+.ed betweei'heatinix source and indirect hot water tank -
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page z of 3) CF-I
's Date
project Title
UVA:C E
toni6_6f combined hydronic data tinder Water Heating Systems, except Design Heating Load.
,Distribution
Beating Equipment mnimum, Type and Duct or kieat Pump
Type (furnace, heat Efficiency ]Location Piping Thermostat Configuration
um etc. A" orHV (ducts fuck, etc.) R=VNIue T e s liter act e
•� _
Cooling Equipment Minimum
"Type (airCottditiartar; lFfttciency l.,ocatiotx Duct 'Therrrricstat Con#"tguration
� . � ' st3ER at6 otC, )2 Value. `$' e s Iit or act o
S A I iiS (` and `TXVs Jor Alternative Me,.a ulres
0 Sealed Ducts (art climate zcures)
(installer testing and certification andklERS rater field verification vaquI
Q TXV's, readily accessible (climate zones 2 and 8-15 only)
(installer testing and 'eertifcationand MRS Rater or field verification required)
❑ Refrigerant Charge/Air Flow (climate zones2 ands-ts only)
(installer testing and csrtiliicstion and HBRs Rater or field veiifioaAion required)
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
WATER HEATING SYSTEMS
Energy, t?.xtt'srtzal
Rated` `lank Factor or Tank
Water Heater Distribution Number Input (kw Capacity Recovery Standby' Insulation
T i inS stem or3Bttrtltr) oria Eff"tcienc Loss % R-Value
1. For small gas storage water heaters (rated aputa;of less that or equal to 75,coo Rtufho), electric resistance, and heat pump water heaters riot RUM
Factor. For large gas storage water hoatons (rated input of greater than 75,000 Btuthr), list Rated Input, Recovery eiffi'icieuoy and standby loss.
For instantaneous gas wator heaters, list rated input and recovery cf6ciencles.
t�`P add extra sheets if ncncsS . Package C and D- TX'V's, Se tracts, Radiant
]harriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual).
package C-. thermal !brass (thermal ]mass type, covering, thictmess and description).
Compliance Ftml es August 2001
MANDATORY "MEASURES CHECKLIST: RESIDENTIAL (rage 2 of 2) F-IR
Note: Lowrise residential buildings subject to the standards most contain these measures regardless of the compliance approach used.
itemsmarked with an asterisk (*)tray be superseded by more stringent compliance requirements listed on the Certificate of
Compliance. When this checklist incorporated into the permit documents, the features noted shall be considered by all patties as
minima n component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklistonly.
Ynatr•trntinniv Check or initial applicable boxes when completed or enter N/A if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heatiltg and Plumbing System ]]measures: (continued)
'r §150(rn); Ducts and Fans
1. All duets and plemans installed, seated and insulated to meet ttre requirement of the 1998 CMC Sections 601,
603, 604, and Standard 6-3; ducts insulated to a minimum installed level of RA.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 requirements ofUL 181, UL 191 A, or UL 181B.1f 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
for conditioned air. Joints and seams of duct systems and their
cavities shall not be used conveying
components shall not be sealed with cloth back rubber adhesive duct tapes unless such tapers used in
Combination with mastic and drawbands.
2. Building cavities, support platforms for air handlers, and plenums defined or Constructed with materials
duct board or flexible duct shall not be used for Conveying Conditioned
other than seated shed metal,
air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and suport
to cause reductions in the cross -sectional area of the ducts,
platforms shall not ba compressed
3. Joints and seams ofduct systems and their compnents shall not be stated with cloth back tubber
adhesive duct tapes unless such tape is used in combination with mastic and drawbands.
4. Fathaust fan systems have back draft or automatic dampers.
5. Gravity ventilating systems serving Conditioned space have either automatic or readily accessible,
rs.
manttatty aperattd dampers.
ateda
6, Protection of am tion shall be protected from damage, including that due to sunlight,
and wind but limited to the following: exposed to
moisture, equipment maintestanco et metal, c n
weather shall be suitable for outdoor' service e.g., protected by afutninuttt, shear metal, painted Canvas,
insulation be as above or painted with a coating that is
or plastic cover. Cellular foam shall protected
water retardant and provides shielding from solar radiation that can cause degradation of the material.
§ 114: ]Pool and Spa kloaiing;Systcros and Equipment.
1. system. is Oertirwd with 78 %thermal efficiency, On -Off $Witch, weatherpr00£ Optratirr$ lnStCnCti4ri8, n4
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 ar outdoor spas.
3. pool system has directional inlets and a circulation pump time switch.
r
§I15: Cias fired centre] loafers, pool heaters, spa heaters or household cooking appliances have no
totii on:Ncnelectricalcaak lianCaswitit ilot;150Btuthr
Continuoust b
Cool Roof material meet apacitred
Lighting Measures:
w --
§150. {k)l.:1 uminaires for gertotal lighting in kitchona shall have lamps with an efficacy of40 iutnena/wace
in kitchens. This lighting shall be Controlled by a switoh on readily
or greater for• general lighting general
aootssible lighting control panel at an entrance to the kitchen. __
§t 50 (k)2:: Rooms with a shower or bathtub must have either at least one lulninaim with lamps with an
switched at the tnttanceto the morn or Ono of the alternatives to this
efficacy of 4b lumenatowit Of greater
requirement allowed in § lstl(k)2*; and incandescent recessed coiling fixtares am lC 0110140 tcow) .
ComplianceForms August 2001
11F
OMPLIANCE ST.4TEMEl
This certificate of Compliance lists the building features and performance specifications needed to coruply '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 orieuta(ionis, any shading feature that
is varied is indicated in the Special Features/Remarks section, The undersigned recognize that corufihance using
duct sealing acid TXVs requires installer testing and certification and field verification by an appm'ved BERS
rater.
e814gnet' or OWner (per Business and Professions Cade) Documentation Author
Name: Nance: t
'title/Firm: Title/Finn:
Ago I
Address:
Address;1�'"_`-art' It
Telephone:
`telephone:
Llc.II
#: Lie.
(ai atura) —
Enforcelzlolent Agency
Name:'
`.title:
Agency: A A '
Telep tie:►
Compliance Forans August 2001
P EPAR,�lED BY:
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