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TITLE 24 SUMMARY
ENERGY (TITLE 24) REQUIREMENTS
INSULATION EXT WALLS: R-13
NEW SUBFLOOR: R-19
NEW ATTIC: R-30
FENESTRATION FENESTRATION: U-FACTOR=.75 max
SHGC= .40 max
0 1 Ilssi A/C EFFICIENCY N/A
Ads fillowdo RADIANT BARRIER EMISSIVITY LESS OR EQUAL TO 0.05
INSTALLED TO COVER ROOF RAFTERS AND
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(E)GARAGE 400 S.F.
(E) STORAGE, 100 S.F.
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(N) ADDITION f %4Z H rr 456 S.E
FLUUR PLAN
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(N) Appfrlt�'H
TOTAL AREA 2, WI-S. F.
PRINTED ON CLEARPRINT 1000H,
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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 NAILINGTOCOMPLY WITH TABLE 23-11-B-1 G.B.C.
5.
THE MANUFACTURED WINDOWS SHALL HAVE A LABEL
ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION
RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH
THE ENERGY CALCULATIONS.
PLUMBING NOTES
6.
ALL PLUMBING WALLS TO BE 2" x 6"
7.
DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A
MINIMUM OF 8" WIDE AND NO "FLAT" STUDS PERMITTED.
STAGGERED STUDS ARE ACCEPTABLE.
81
SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED
TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE
SHOWER OR TUBISHOWER COMBINATION, MATERIALS
SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY
MOISTURE.
9.
GLASS ENCLOSURE DOORS AND PANELS MUST BE
LABELED CATEGORY 11. NET AREA OF SHOWER RECEPTOR
SHALL BE NO LESS THAN 1024 SQ IN OF FLOOR AREA, AND
ENGOMPASS 30"DIAMETER CIRCLE.
10.
ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE
NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE
IN FRONT OF THE STOOL.
11,
FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL
FAN 5 AIR CHANGES PER HOUR.
'12,
WATER HEATER TO BE BRACED TO RESIST SEISMIC
FORCES, PROVIDE TWO STRAPS (ONE STRAP AT TOP 113 OF
THE TANK AND ONE STRAP AT BOTTOM 1/3 OF THE TANK).
13.
ALL NEW WATER CLOSETS WISH USE NO MORE THAN 1.6
GALLONS PER FLUSH.
ELECTRIC NOTES
14,
PECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH
NEC Art 210-52 (a) "20 AMP. CIRCUIT DEDICATED TO EACH
BATHROOM"
15.
ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT
PROTECTION.
16.
GROUND -FAULT CIRCUIT INTERRUPTER (GFQ 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
IT
THE CONTRACTOR SHALL PROVIDE ANY SHORING ANDIOR
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 SHALL NOT EXCEED CBC
SECTION 2320.3.3 ALLOWANCES.
'19-
NOTCHING OF EXTERIOR AND BEARINGINONSEARING
WALLS SHALL NOT EXCEED 26%140% RESPECTIVELY,
9
BORED HOLES IN BEARING/NONBEARING WALLS SHALL
NOT EXCEED 400/o/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 232011.10)
20,
HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS
ARE TO BE SHOWN WITH THE FULL LENGTH TRIMMERS,
Af
SPECIFYING THE SIZE OF THE HEADER AND TRIMMER
(2320A 1.6)
21.
USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
FLOOR PLAN NOTES
I WATER CLOSET 1.6 G.P.F. MAX
2. - F.G. TUB &SHOWER W/SHUTTER PROOF ENCLOSURE
3.-LAVATORY.
4. -SHELF & POLE
LEGEND
110 V W/ BATTER' BACK-UP
SMOKE OFTFC-IOR
SMOKE DETECTOR NOTE:
gV0OPERATED
SMOKE DETECTOR
Q?
N
RECESSED CEI! ING LIGHT
PROVIDE SMOKE DETECTORS IN EACH BEDROOM
AND CORRIDOR OR HALLWAY ACCESSING SUCH
BEDROOMS PER SECTION 310.9.1.3 & :i0.91.4
RECESSED MINI LIGHT
1001 CB1, SEE NOTE "I" BELOW FOR S,D IN
I EXISTING 9EDRO
CEILING MOUNTED LIGHT
VtiIALL MOUNTED LIGHT
Esc
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FUEL GAS
220V OUTLET
GF!
GROUND FAULT 'NITERRUPTOR
S',Ij: 7 C H
5-W/,y SWTCH
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HOSE BISSS TO HAVE A NON -REMOVABLE
BACK-1 OW PR�VENTER OR WITH A LISTED
AIR DU IFFSER GRILLE,
ATMOSF;�EPIC VACUUM BREAKER,
FL
FLUORESCENT
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5 AIR CHANCES PFR HR.
FLUORESCENT UGH
LOG _iGHTER
0LUV9 FOR CE MAKER
T E L E P H ONE LACK
AF i
RECEPTACLE OUTLETS SUPPLIED
BY
BRANCH, CIP-_Ij:iTS PROTECTED BY
AN ARC -FAULT CIRCU17 INTERRUPTER
FLOOR PLAN LEGEND
EXIST'G WALLS TO REMAIN
EXIST'G WALLS TO REMOVE
! NEW WALLS FOR RM ADDN
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SECTION A SC=1/4=1'-0"
/9\ 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.
fi
PAWN
CHECKED
DATE
SCALE
JOB NO.
SHEET
Anz
OF SHEETS
PRINTED ON CLEARPRINT 1000H.
FOUNDATION PLAN SC=1/4=1'-O*'
LEGEND
EXISTING FOOT*G
NEW FOOTIG
T
'QUADATILON NOTES
FLOOR SHEATING:
E -'/," STRUCTURAL 11 C-D OR C-C
PLYWOOD, MINIMUM PANI, INDEX NUMBER
(40/20) T & G, W/ 10 D a I 0-O.C. IN THE FIELD
(UNBLOCKED U.NO.)
FACE GRAIN OF PLYWOOD SHALL BE PERP.
TO SUPPORTS.
2- EXISTING 12--08" CONC. FOOT'G
3.') NEW CONCRETE FOOTING 12-W x 18-D W/
(1) #4TOP & BOTTOM MIN.
4) 24" L 94 REBA R DOWELL 6** INTO EXIST'G
FOOT'G TOP & BOTT W/ SIMP "EPDXY'"
5) 12", 6 G. I. FOUNDATION VENT (TYP)
6.) I8x 24- G.I. FOUNDATION ACCESS
GIRDER POCKET OR HANGER PER PLAN
8.5!8" DIA x 10" L. ANCHOR BOLT (a) 6'-0- O.C. MAN
12 FROM ENDS, MIN 2 PER FIELD, 7" MIN FNBFD
W/ 2"x 2" x 3/16" PLATE WAHERS (TYP)
NOTES:
a. VERIFY 14RDW7.R. LOCATION W! FLOOR PLAN
b. HOLD-DOWN ANCHORS MUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION
c. SURFACE WATER WILL DRAIN AWAY FROM
BUILDING
d. HOLD-DOWN CONNECTOR BOLTS'INTO 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 'VII-7 SHOT PINS.
.RANSET-93348 ORFQUIVALENTAT36"O.C.
UNLESS OTHERWISE NOTED.
f. 5/8" DIA. A. B. MAY BE REPLACED BY 518" DIA THREADED
RODS W/ 5 I/s" EMBED, WITH CIA -GEL 7000 FPDXYSYSTFM
I.C.B.O. ER -4846 (OREQUITVALENT). AT THE SAME SPACING
PER 2320. 11 , 4; CBC
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4,6 HOR
ROOF FRAMG PLAN' SC=1/4=11-0 I I 1 1
STRUCTURALNOTES
CONCRETE
I;. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
TYPE (150 'CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM
C-33 WITH PROVEN SHRINK AGE CHARACTERISITOS OF LESS THAN 0,05
2, READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-
S 4 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301.
3, CEMENT FOR ALL CONCRETE SHALL BE, PORTLAND CEMENT TYPE V OR BLOW ALKALL
CONFORMING TO ASTM C-150,
4� MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
FOOTINGS 2.500 PSI
SLAB OR GRADE- 2,500 PSI
SIDEWALKS 2,000 PSI
S: MAXIMUM SLUMP SMALL NOT EXCEED 4'.
6, CONCRETE SMALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
PERFORMANCE CAN BE ASSURED,
7, At.L:REINFORCtNG STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
CLFANOUTS SHALL BE 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 I%
CHAMFERS UNLESS DETAILED OTHERWISE.
io> CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE
ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK.
It-NOWATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 * F.
12.- WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH .2
PLYWOOD
1, PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-05 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 SO, FT. WITH A MINIMUM DIMENSION OF
2�EET.
3.. SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
AND APPROVED BEFORE COVERING.
FOUNDATION NOTES
is FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOIL SEARING
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
CONTINUOUS FOOTING two 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.
6, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
INCLUDING LAGGING, SHORING, AND PROTECTION OF ANY ADJACENT PROPERTY
STRUCTURES, STREET$ 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
ANDIOR SHEDIJLES,
7.- ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.O.)
8: ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL
BE REMOVED AND RELOCATED.
III, ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING
(THE PRESSURE ZONE, MENDING BELOW T14E FOOTING, WED 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,
LUMBE
I.- ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION
23 (2001 C,&C).
2, RAFTER, SEAMS, PURLINS SMALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED.
FRAMING NOTES ROOFING MATERIAL
ASPHALtSHINGLE CLASS WOR BETTER TO MATCH
EXISTING S.F.R. W/ 2 LAYER # 15 FELT UNDERLAYMENT,
v IDE WDOF RADIANT BARRIER
PER TITLE 24 AT RCOWj r SHEATWI
1. ROOF SHEATHING PRO
COX PLYWOOD (32/16) OR 0915, UNBLOCKED
DIAPHRAGM. W/ NAILING-
8d ID 6" O.C. SUPPORTED ENDS I BOUNDARY
8d 0 12" O.C. FIELD.
USE (6) I(od 0 TOP PLT, CHORD SPLICE W/ ST6224
(USE 1X9> SOLID SHEATHING OR A-C GRADE PLYWOOD
AT EAVES 4 OVERHANG)
2. PROVIDE 4X POST AT EACH END OF 4XI0 OR BRACING PANEL
f LARGER MEMBERS, DOUBLE STUDS FOR 4X8 SINGLE I PER 2320.11.4 C5r_
STUD FOR 4X(o OR SMALLER MEMBERS
3, ALL NAILS ARE COMMON NAILS.
3/8 " C-D, C-C PLYW*D BLKD.
W1 rods 6" O.C. EN. 4 12" O.C. FN.
4, ALL STUDS 6 16" O.C. MAXIMUM.
2X P.T.D.F, SILL CONNECTION W/ 5/allo
5. ALL LAG BOLTS (1-5) TO BE a" LONG INSTALLED
A.B. 6 arc" O.C.
WITH PILOT HOLE AND WRENCH,
TOP ANCHORAGE WITH A-35 s 161, O.C.
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.
8. 2 LAYERS OF 15- FELT SHALL BE USED AT
ALL STUCCO APPLIED OVER PLYWOOD.
SSEE DETAILS FOR ALLOWED BORING
AND NOTCHING OF STUDS AND JOISTS
le. SEE DET. FOR TYP, EXTERIOR
WALL FRAMING
11, 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
SHEAR WALLS; 2 To I FOR GYPSUM WALLBOARD 4 PORTLAND
CEMENT PLASTER (STUCCO). WALL SECTIONS HAVING
HEIGHT -TO -LENGTH RATIOS IN EXCEES OF 1 112 TO I
SHALL BE BLOCKED.
13. ROOF DIAPHRAGM NAILING TO BE INSPECTED
BEFORE COVERING. FACE GRAIN OF PLYWOOD aldow
SHALL BE PERPENDICULAR TO SUPPORTS
>
GRACE
JOIST,PURUNIS 2" TO 4" WIDE, 6& DEEPER No, I
SF-AMS,PURUNS OVER 4- WIDE No. I
SUBPURLINS 2"TO47WIDE, 6 &DEEPER No,
I
LEDGERS No. 2
STUDS 2'x 4" OR 3"x 4" STUDS
STUDS 2*x6" 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 (PTOF) SILLS SHALL BE BOLTED TO
THE FOUNDATION WITH S/T DIAMETER x 10` LONG BOLTS AT 48, ON CENTER 12' MINIMUM
FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED,
5.. STUD WALLS ABLITING A CONCRETE OR MASONRY WALL, SMALL BE BOLTED TO THE WALL
WITH 618"ANCHOR BOLTS AT 24'01C.
$,. ALL NON BEARING STUD WALLS, SHALL BE 7" x STUDS AT 16" 01C WITH SA" GYP. BOARD
EACH SIDE, UNLESS OTHERWISE NOTED.
7, ALL STUD WALLS SHALL HAVE FULL HEIGHT I" x S" 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 SIX STUD SPACES.
8, COMMON NAILS SMALL BE USED,
9.- FIRE BLOCKING 2* X 1 /4 ' THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR
LEVELS AT EACH 10' HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS.
10, JOISTS SHALL BE MOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS
OF 8' WHERE JOISTS ARE 2* x 12' OR DEEPER.
11.- MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
2'x 4@ 16'010 UP TO 14'-T
2"x 6"G 16' OIC UP TO 20'-V'
2'x 8"@ 16* OIC 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 1116"
LARGER THAN THE BOLT DIAMETER.
REINFORCING STEEL
I, REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED SEARS AS FOLLOWS:
FOOTING, SLAB ON GRADE, MASONRY AND SENT DOWELLS, TIES:
13 BAR AND SMALLER ASTM A- 616 GRADE 40
0 4 BAR AND LARGER ASTM A- 815 GRADE 60
2, DEFORMATION'OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
BENDING IN ACCORDANCE WITH ACT-318-95.
3: MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR;
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH
EXPOSED TOWFATHER
EXPOSED TO EARTH
2^
PILASTER, BEAM & COLUMN TIES
I
FORMED FOOTING AND WALL EXPOSED TO EARTH
2"
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH
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 A485 AND 1-82.
S, ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318,05
7,ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ' ETC. SHALL BE SECURED
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT,
8, ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615
GRAVE 60.
9,. ALL REINFORCING BAR BENDS SHALL BE MADE COLO.
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 BY WCRSL
14, CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN I" NOR I
BAR DIA NOR Ix MAX AGRAGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS 1',
DESCRUPTOON OF JOB:
40� SQ, Fy NEW Att>'k
DRAWN
CHECKED
DATE
SCALE
JOB No.
SHEET
Aft
vmb�
_lqm . %oval
OF SHEETS
PRINTED ON CLEARPRINT 1000K
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EXISTING SLAB L NEW SLAB
SHR. WALL
4"
12"
WHERE OCCURS
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EXIS I IN
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2414IN FOOTINGS
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'�"X21/2" X
AT FOOTINGS
15" MIN
THK. PLATE WASHER
DOW ELS
9-
CONCRETE FTN'G PER PLAN
in-
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17
1 INTERIOR FOOTING
4'-0" MIN, LAP
(2) 16d STUD
(A) 16d 0 MIN. &
LAP TOP PLT, 16d Q 16" O.C.
0 STUD MAX
2X R.R.
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PROVIDE 2X FIRE
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CL'G & SOFFIT LINES
2X STUDS
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2X STUDS—,,,,,,
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SILL END
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18 NEW FNT'Gl.,l__ll F'RAMING
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D/6 2/
SECTION 2320,8,3
D/3 11/4" 23/-.' Y 3)/41,
GIRDER CONNECTION 19 NTT -A RIDGE EXISTING FNTG '15 BORED OR NOTCHED JOIST
0.11, R"P. RF 7 R, f=;=;R BORED HOLES MAX 40/ Of STUD
F; y WIDTH (0 BEARING WALLS, 60X MAX,
0 NON -BEARING WALLS..
2X RiZVFTER6
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STUD
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2001 CBC
SECTION 2320.11,9- 2320.11-10
F-ATE
EXSTNrz 2X
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— WALL FINISH
PER PLAN
—SHEAR WALL,
WHERE OCCURS
(SEE FRAMING
PLAN)
DRAWN:
ARA
CHECKED:
JOB NO:
SHEET NUMBER:
SDal'
PPEPAR.so By
Project Title
. 4 °
Protect Address
_ t. t_(`�1.t-
Documn , tatioil Author Telephone
c� t �
Conn fiance ethod (Package or Computer) Climate Zone
1 of 3) CF-1R
Building p�ttrit #
1PIan Cheek / Date
Fisid Check/Oslo
ENERAIG Il'+11*+fl TiflN
Total Conditioned Floor Area '' ft2 Average Ceiling Height: #i
Conditioned Slab Floor Area __ 2
Building Type: --Single Family _....__Addition
(check one or more) —Multi-Family
Existing -Plus -Addition
Front Orientation: !2A;? North / South / East / est All Orientations
(input front orientation in es from True North and curie one)
Number of Stories — I _
Number of Dwelling Units:
Floor Construction Type: Slab toed Flo r (circle one or both)
iAN BARRIER xe uired in climate zones 2 4 8-1 SRequired for this submittal �` yes no
$� � ENVEL DBE �NSC rs TA— KIN
Comriponent
Frame Type
Cavity
Sheathing
Total R-
Value'
Assembly
Uactort
Location/Cominents
(attic, garage, typical, etc.)
Type
wd wood
Insulation
Insulation
stl steel
R Value
R-Value
Wall
Mall
Roof
G
Roof _
Floor
Slab 'Edge
„ . , „
�_ _ r n
t,t., j T-,var.tnr
are not retmul
fora wood
framed wail that meets cavitycavity R valuevalue
1'or m�scrm itve corm rrarra:G x��.= �• .�- a- -._ _ _ __ _
ins 1 lion renuire e is for the Prescdgfi a Pa0 N
I+ENESTRA'Z 10N
�Fenastration �'- Cfeei- -� Area
Front
Left
I.,eftar-
Re
Rear
C%'
Shaadine Devices
Fenestration Fenestration
Exterior
over
U-Factor . SHCC
Shadirl Att.
Fins
P _
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August 2001
MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2) MF-1R
Trio#e: S owrise residential buildings subject to the Standards must contain these ntoasumes roger dYess of the campYiattce appxaach used.
items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of
Compliance. when this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as
minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instnlctions: Check or initial applicable boxes wharf comnpleted or enter N/A if not applicable.
DESCRIPTION DESIGNER ENFORCEMENT
Building Envelope Measimiryes:
§ 150(a): Minimum R- ceiling insulation. o
§ 150(b): Loose fill insulation manufacturer's labeled R-Valuc.
* § 150(c}: Minumum R-13 wall insulation in wood framed walls or equivatent U-Factor in metal frame walls AIL-
,-
does not a 1 to exterior mass walls, _ - -
* § 150(d): Minimum R- raised floor in
in framed floors
§ 150(t) : Slab edge insulation - waterabsorption rp ioI nt rate no greaten than 0.31/0, water vapor transmission rate no
§ 118: insulation specified or installed meets insulation quality standards. Indicate type and form. c
_ § 116-17: Fenestration Products, Exterior Doors, and InfiltratiOntExfrltration Controls
1. I.Rsoxs and windows between conditioned and unconditioned spaces designed to limit air leakage p
2. Fenestration products (except field -fabricated) have label with certified U-Factor, certified Solar Heat
Crain CoeTicient (SHGC), and infiltration certification.
3. Exterior doors and windows weathentripped; all joints and penetrations caulked and soar.
§ 150(g): Vapor barriers mandatory in Climate /_ones 14 and 16 only.
§ 150(f): Special infiltration barrier installed to comply with § 151 meats Commission qustity standards.
§ l 50(0): Installation of Fixoptaces,l?acorat'ive Gas Appliances and Gas Logs.
1. Masonry and factory -built tlipplaces have:
a. Closeable metal or glass door
b. Outside air intake with damper and control
e. Flue damper and control
2. No continuous burning gas pilot lights allowed.— __._
Space Conditionings Water Heating and Plumnbing System li+l(easures- o
§ 110- 113: HVAC equipment, water heaters, showerheads and faucets cortiftod by the Commnission. ` 3i
§ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA OR ACCA.
§ 150(i): Setback thermostat on all applicable heating andfar cooling systems.
§ 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_rceirculating systems, insulated (mt-4 ar 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. All buried or exposed piping insulated in recirculating sections of hot water systems.
5. Cooling system piping below 55°F insulated.
6. Piping insulated between heating source and indirect hot water tank. -----.
Compliance Fortes Auk 2001
CERTIFICATE OF t r(Page of
CF-I
VAC SYSTEMS
ote: nput myc ionic ar combined hydronic data under Water Heating Systems, except Design Heating Load.
Distribution
Heating Equipment Minimum Type and Duct or
Location Piping l hermnostat
Heat Pump
Configuration
'Type (furnace, heat Efficiency
AFUE or HSP (ducts attic, etc, R-Value i" e
s lit or ack e
Coolitrg Equipment
Eff"mciency %,ocatiomr 1>uct 'Clxerrnostat
Cortfiguratiarr
Type (airconditionor,
!rose �, mot• gggR atfie etc. R�Value. I' a
slitac aciC
SX_ALEj)DUCfS an T►Vs or Alternative Measures .
0 Sealed Ducts (all climate.zrmes)'
(Installer tooting and certification and HERS rater field verification required)
El TXVs, readily accessible (climate zones 2 and 8-15 only)
(Installer testing and oettifrcation and 1mERS stater or Held verification required)
t l Refrigerant Charge/Aix Flow (climate zones 2 and 8-15 only)
(installer testing and cettification and TIERS Rater or field vetiLeali(n required)
OR
C1 Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone)
Climate Zone Window SHGC Window U-JFactor SEER Heating
WATER HEATING SYSTEMS
Brief gyt l <xisrrlal
. Rated, Tank factor or `yank
"Water beater Distribution Number Input (kw Capacity Recovery Standby' Insulation
T in S stem arBtuilu} aUons Effmcieac Loss % R-Value
1. For small gas storage water heaters (rated inputs of toss than or equal to 75,000 Btou), olootdc resistance, and heat pump water heaters, list Energy
Factor. For large gas storago water heaters (rated input of greater than 75,000 Btvlhr}, list hated Input, Recovery Efficiency and Standby I ass.
For instantaneous gas water heaters, list rated input and recovery onicienoles.
8 ECUL FEAT S add extra sheets if recess . Package C and D: TX Vs, Sealed Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual).
Package C= thernnal mass (thermal mass type, covering, thickness and description).
Forms August 2001
MANDATORY "MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF-1R�
Note: 1.owrise residential buildings subject to the Standards most contain these measures 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, fire features noted shall be considered by all parties as
minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only. --- -_
Y-_ _� _ ; -..,,. rt,a.slr , initial ar ntieable boxes when completed or enter N/A if not applicable.
Compliance !Forms August 2001
3 of 3) CF-lR
COMPLIANC l` STATEM
This certificate of compliance lists the building features and performance specifications needed to comply with
Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to irrlpletnent
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 I'XVs requires installer testing and certification and field verification by an approved HERS
rater.
Designer or Owner (per Business and Professions Code) Documentation ,Author.
Name: t
Name: .___ _.._._.--
T itle/Firm: ._.
-.-.---------------
Address:
Address: __. ...,.. -•'-._ ___ _
`Telephone:
Telephone: �!'�i'�._.._.�- °� • � � k
Lie.
#: -
__ ._`
�_�,.__ } arc} (ate}
(signature
EnforcementAgency
Name: 46
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Compliance Forms August 2001
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