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(E) SFR
833 S.F.
(E)GARAGE
240 S. F.
(N) ADDITION
390 S.F.
TOTAL AREA
1,463 S.F.
LOT AREA
5,992 S.F.LOT
COVERAGE
24%
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EXIST'G WALLS TO REMAIN
EXIST'G WALLS TO REMOVE
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GENERAL NOTES
ENE L NOTES
NE IN ACCORDANCE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 HE 2001
FC.B.C.
. 8 - C ' PLUMBING AND MECHANICAL CODES, THE C.E.C. AND
L * aL ORDINANCES.
LOCAL
2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS. ACTOR
3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR
L EXISTING
G CONDITIONS
to
SITE PRIOR
TO VERIFY ALL EXISTING CONDITIONS ON THE SI V
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 2341-8-1 C.B.C.
6. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL
ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION
IC WITH
RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE NTH
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.
8. 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 II. NET AREA OF SHOWER RECEPTOR
SHALL BE NO LESS THAN 1024 SO IN OF FLOOR AREA, AND
ENCOMPASS 30"DIAMETER CIRCLE.
10. ALL WATER CLOSET ARE 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 1/3 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. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH
NEC Art 210-62 (a) "20 AMP. CIRCUIT DEDICATED TO EACH
BATHROOM"
15. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT
PROTECTION.
16. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION
COMPLIES WITH NEC Art. 210-8: "ALL 126 volt SINGLE PHASE,
15 AND 20 AMPERES RECEPTACLES INSTALLED IN
BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN
COUNTERS AND AT WET BAR SINKS,
STRUCTURAL NOTES .
17. 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 2320.8.3 ALLOWANCES.
19. NOTCHING OF EXTERIOR AND BEARINGINONSEARING
WALLS SHALL NOT EXCEED 250/6140% RESPECTIVELY.
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 2320.11.10)
20. 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)
21. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
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S(.")UTH ELEVATION SC=14=11-101"
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ELEVATION NOTES
I.- STUCCO TO MATCH EXIST'G SFR
2.,- ASPHALT SHINGLE TO MATCH (E) SFR
1- lx4 WOOD TRIM AROUND WINDOWS
EC00" T I u" N A
DRAWN
CHECKED
DATE
SCALE
JOB NO.
SHEET
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OF SHEETS
TI ', PLA SC=1/4=111-011
FOUNDATION NOTES
1, FLOOR SHEATING:
USE -3/47'STRUCTURAL R C-D OR C-C
PLYWOOD, MINIMUM PANL INDEX NUMBER
(40/20) T & G, W/ 10 D @ 1011O.C. IN THE FIELD
(UNBLOCKED U,NO.) .
FACE GRAIN OF PLYWOOD SHALL BE PERP.
TO SUPPORTS,
3. NEW CONCRETE FOOTING 12"Wx18"DW/
(1) 44 TOP & BOTTOM MIN.
4. 24" L #4 REBAR DOWELL 611 INTO EXIST' G
FOOT'G TOP & BOTT W/ SIMP "EPDXY"
5. 12"x 6" G. L FOUNDATION VENT (TYP)
6. 18"x 24" G.I. FOUNDATION ACCESS
7 GIRDER POCKET OR HANGER PER PLAN
S. 5/8" DIA x 10" L. ANCHOR BOLT (i � 6'-0" O.C. MAX
1211 FROM ENDS, MIN 2 PER FIELD, 71' MIN E NBED
W/ 2"x 2" x 3/16" PLATE WAITERS (TYP)
NOTES:
a. VERIFY HRDWR. 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 WASHRS,
AND HOL-DOWNS SHALL BE TIGHTENED JUST
PRIOR TO COVERING THE WALL FRAMING
e. ALL INTERIOR NON -BEARING WALLS W/ SHOT PINS,
RANSET #3348 OR EQUIVALENT AT 36 11 O.C.
UNLESS OTHERWISE NOTED.
f. 51811 DIA. A, B. MAY BE REPLACED BY 5/811 DIA THREADED
RODS W/ 5 3/411 EMBED, WITH CIA -GEL 7000 EPDXY SYSTEM
I.C.B.O. ER -4846 (OREQUIVALENT), AT THE SAME SPACING
PER 2320.11.4. CBC
F lmm% KA M m &Oml%k LAN SC=1/4=11-011
.
FRAMING NOTES
BRACING PANEL
PER 2320.11A.CSC
PROVIDE ROOF RADIANT BARRIER
PER TITLE 24 AT ROOF SWEAT141W,
C PL YLU'D 151_1<0.
t. ROOF SHEATHING W// ;'Pd 0 Co" O.C. EN, 4 12" O.C. FN.
1/2" CDX PLYWOOD (32/16) OR OS5, UNBLOCKED 2x P.T.D.F. SILL CONNECTION W/ 5/0`6
DIAPHRAGM. W1 NAILING- A.15. S
ad a 42>" O.C. SUPPORTED ENDS A BOUNDARY TOP ANCHORAGE WITP A-35 0 1&" O.C.
86 to 12" O.C. FIELD,
USE (8) 16cl 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 4XIC OR
LARGER MEMBERS, DOUBLE STUDS FOR 4X8 SINGLE
STUD FOR, 4X& OR SMALLER MEMBERS
3, ALL NAILS ARE COMMON NAILS.
4. ALL STUDS 6 16" O.C. MAXIMUM.
5. ALL LAC, BOLTS (LB) TO BE S" LONG INSTALLED
WITH PILOT POLE AND WRENCH,
6. FRAMING MEMBERS OR BLOCKINGSHALL BE PROVIDED
AT ALL EDC3E5 OF ALL PLYW'D 5WEET5 IN SHEAR WALL.
I. ALL PLYWOOD PANELS SHALL BE
MANUFACTURED USING EXTERIOR GLUE.
S. 2 LAYERS OF 151 FELT SHALL BE USED AT
ALL STUCCO APPLIED OVER PLYWOOD.
s. SEE DETAILS FOR ALLOWED BORING
AND NOTCHING OF STUDS AND JOISTS
to, SEE DIET. FOR TYP. EXTERIOR
WJALl_ FRAMING
It. PROVIDE FIRE BLOCKING IN CONCEALED spAcEE, Or
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 i
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 LUALL5t 2 TO I FOR GYPSUM ULALLeoARr_> 4 P0F;ZTLANr_> i
CEMENT FDLA57ER (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 PLywooc>
SHALL BE PERPENDICULAR TO SUPPORTS
STRUCTURAL NOTE
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-
94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301,
3, CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR SLOW ALKALL
CONFORMING TO ASTM C-1 50,
4- MINIMUM COMPRESSIVE STRENGHT Or CONCRETE AT AGE OF 28 DAYS FOR:
FOOTINGS 2500 PSI
SLAB OR GRADE 21500 PSI
SIDEWALKS 2,000 PSI
5.. MAXIMUM SLUMP SHALL NOT EXCEED 4'.
6.- CONCRETE SHALL 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.- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
CLFANOUT AND INSPECTION.
8.- VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST46.
9,- EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH I/
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.
11.- NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95, F.
12.. WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
aPL-ywoop
1: 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 SO, 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
is FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL BEARING
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
CONTINUOUS FOOTING 1poo 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.
6.- 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.O.)
a, 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 1
VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -PLACE E AT THE
FOUNDATION POUR
10, FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
POSSIBLE VARYING SUBSURFACE CONDITIONS.
LUMBER
I.- ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION
23 (2001 C,B.C).
2.- RAFTER, BEAM$, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED,
3, GRADE
JOIST, PURLINS 2" TO 4- WIDE, 6 & DEEPER No. I
SFAMS,PURUNS OVER 4- WIDE No, I
SUBPURLINS 2" TO 44" WIDE, 6 & DEEPER No. I
LEDGERS No. 2
STUDS 2"x 4" OR 3xV' STUDS
STUDS 2"x6' No. I
POSTS 5"x 5" AND LARGER No. I
SILLS, PLATES AND BLOCKING No. 2
4, SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" OF
GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO
THE FOUNDATION WITH 51WDIAMETER x 10' LONG BOLTS AT 48'•ON CENTER 12" MINIMUM
FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED.
5, STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL
WITH 5/8"ANCHOR BOLTS AT 24'010.
6, ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16!'O/C WITH 5/6' GYP. BOARD
EACH SIDE, UNLESS OTHERWISE NOTED,
7, ALL STUD WALLS SHALL HAVE FULL HEIGHT I" x 6" DIAGONAL LEFT -IN BRACES AT ENDS
AT INTERVALS NOT EXCEEDING 25 FEET O/C UNLESS OTHERWISE NOTED ON PLANS, BRACES
SHALL COVER A MINIMUM OF SIX STUD SPACES,
8, COMMON NAILS SHALL BE USED.
9.- FIRE BLOCKING 2" x I % " THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR
LEVELS AT EACH I O'HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS.
10, JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS
OF 8' WHERE JOISTS ARE 2" x 12" OR DEEPER.
I I.- MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
2"x4' @ 16' O/C UP TO 1 11"a,
2" x 6" @ 16"O/C UP TO 20'-0::
2'x 8"@ 16"O/C UP TO 26'-0
12,- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1132" AND A MAXIMUM 1/16"
LARGER THAN THE BOLT DIAMETER.
REINFORCING STEEL
I.- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS FOLLOWS:
FOOTING, SLAB ON GRADE, MASONRY AND SENT DOWELL$, TIES:
# 3 BAR AND SMALLER ASTM A- 615 GRADE 40
# 4 BAR AND LARGER ASTM A- 615 GRADE 60
2: DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
SENDING IN ACCORDANCE WITH ACI-31 "5,
3.- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED To WEATHER OR EARTH
EXPOSED TO WEATHER
1 'A.,
EXPOSED TO EARTH
2"
PILASTER, SEAM & COLUMN TIES
I %,
FORMED FOOTING AND WALL EXPOSED TO EARTH
21,
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH
31
SLAB ON GRADE
2-
4, SPLICE IN CONCRETE:
MINIMUM OF 36 BAR DIAMETER OR ITWICHEVER IS GREATER.
5.- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1 85 AND 1-82.
6, ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACt 318-95
7.-ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC, SHALL BE SECURED
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT,
$, ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615
GRADE 60.
9.- ALL REINFORCING BAR BENDS 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 SENT
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 INDICATED, PROVIDE
CLASS V 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 WCRSI.
14- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER &ALL NOT BE LESS THAN V NOR I
BAR DIA NOR Ix MAX AGRAGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FAST 1.4YER, MIN
BETWEEN LAYERS V. a& -0
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DESCRIPTION OF JOBI
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SHEET
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REVISIONS
6- PLYW'D SHTG PER PLAN
---------------------------- -
�GIRDER CONNECTION, '(?P
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4- PLYW*O ROOF SHEATHING PER PLAN PER PLAN W/ 21/2"X21/2" X
PER PLAN .: 1, -
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5- ROOF RAFTERS PER PLAN gYL & al
6- DBL TOP PLATE PER PLAN
6- 2X4 TIES 0 48" O.C. 7- 2X STUDS 0 16" O.C. SEE SHEAR WALL SCHED. 9-' CONCRETE FTN*G PER PLAN
FOR SHEAR TRANSFER 0 12" MIN 10- (1) 4 RESAR TOP & BOT.
• 7- 3- 16d TYP, OR WD.8M.PER PLAN
SHEAR WALLS
8- CJ / TIE PER PLAN W1 4- 16d 8- SHEAR WALL PER PLAN
0-
TO RAFTER WHERE OCCURS
ui
10 SHEAR TRANSFER Ei�TERIOR FOOTING
14 RUDGE AT EAVE G.
OUTER 1/3 MIDDLE 1/3 OUTER 1/3
I OF SPA_NT Of- SPAN ONLY
OF SPAN
AT TOP OR SOT NO NOTCHES AT TOP OR SOT
ALLOWED U.N.O.
EE FLR. JOIST
' PER P
"D ui�
_771
__l ......... . A-
10
x
OUTER 1/3' MIDDLE 1/3 OUTER 1/3 NOTCHING
� �- �"�� �`I-�, � ! �� � M
OF SPAN OE' SPAN OF SPAN
AT TOP OR BOT NO NOTCHES AT TOP OR SOT
ALLOWED U.N.O.
z 7-9 C-4. f45r,
- - -- - - ------------------
e-
0cv# 0
"1#4
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EXISTING FTNGr--
4X& 61RDER
2X LARGEST
BORE DIA. BORING 7--E f:�- pL AN OWNER:
MIN,
'IlEtV FLU5L4 eeAl-i peR MRS
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L'29W/ 51,10110 Ale.. ENT ROSA JIMENEZ
FRACTION
PH # 7141953-6689
OF JOIST 2X6 2X8 2XlO 2X0 2X14
2001 CBC
D/6 yell 1'/2" IY8" 21/81,
CTION 2320.8.3
D/3 11/4 r SE
3 Y".
4,
�GIRDER HANGER Ca.)
A
15 BORI=_`_D OR NOTCHED JOISTS SHEAR TRANSFER
NTS NEW �,FNTG.
DESCRIPTION OF JOB.
T-t-r 390 SQ FT, WENDED (E)
D
2 DORM IMATHRM&W.111co-
BORED HOLES MAX 40X OF STUD
LG
+ +
WIDTH Q BEARING WALLS, 60/ MAX.
NON -SEARING WALLS:
MIN,
4— NOTCHES- MAX. DEPTH 25,X OF STUD
WIDTH 0 BE'ARING WALLS, 40X MAX.
@ NON -SEARING WALLS.
.SIMPSON'
NO.
POST
BOLT
CONC.
BOLT
Le
HB
SB
MIN.
PST
SIMP.
SSTB
MAX.
LOAD
HD2A
(2)%
%
12"
4/241/2
4X4
16
2775
(2) Y4
:Y4
116"
51/413
4X41
20 1
1 4010 1
[HDSA
HD6A
(2) yo
yo
24"
61/8
31/2
4X6
28
5510
HED8A
(21) ya
Ys,
24**6l/s3t/24X6
28
7910
HD10A
(2) ya
%
.14"
Isys
31/2
4X6
28
9990
z
tot 8,
S"UD _40 i X.
+4
4X4 POST WHERE
z 6
OCCURS W/ ST6215
L EA. SIDE
1A, A 61 2- FLR. SHEATING PER
,� 7
PLAN.. 0/ 2X6 F.J. Ca
75W 416" O.C. W/ R-19 INS 4 re�� a I J! /,
FR,kCTION
OF STUD
2X4
2X6 2X8
257 D
4 01 0
;z D
2"
31/4" 4V4"
3- 2-2X'BLK'G
L 4- 4^v GIRDER PER PLAN'
NOTE: NOTCfi S: BORE
NOT TO OCCUR ON SAME
STUD WITHIN 36" OF 5- A735 EA. SIDE.
EACH OTHER. E�E6- 8tIX W/ 81, 1 X2-1 P.T. PLATE
- DIA A_8,
SECTION 2320.1t92320.11.10 71 CONC.PIER
1w S.Q. 8~ 4X4 CRIPPLE 'POST`
W/ 2- A35F TO GIRDER
jiv a Aft 16-0 lk Ald& dOft
I I off- 1% 2 cm;l l ALE _� N
'CONCRETE PIER 4
DRAWN
CHECKED
DATE
SCALE
Joe NO,
SHEET
An
s
OF SHEErs�
momov
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page I of 3) CF1R
Date
Project Title
W.
Building Permit #
ii F_
_S10
Project Address
L't
Plan Check! Date
Docurn 'on Author elephorle
x 1
4511 rat
Field Check / Date
Complier Method (Package or Computer) Climate Zone
Enfatrxment Agency Use only
Total C6 , �k . h , 6�'�,,Floor: Aie�a 'AOC� fC Average Ceiling Height: ft
Y
Conditift2
BIll.ng,,'
I T, 'y /Addition
_L_ Single Family
(check MUlfi _Family Existing -Plus -Addition
Front ()ri ' slit: 0' No / South i East West / All Orientations
�inpai front orientation in degrees from' True North and circle Om)
Numbertif Stories
Nurnbe r of Dwelling Units
Floor Construction Type: Sla fRlased or (circle one or both)
ed in climate zones 2 4, 8-15) Required for this Submittal /Yes —no
Kil G EffiM&ULLN&U_LAT1Q_N
Component:
Type
Frame Type
wd = wood
Cavity
Insulation
R-Value
Sheathing
Insulation
R-Value
Total otal R-
Value'
Assembly
U-Factor
ion/Comments
'(attic, garage, typical, etc.)
4
L
.Wall.
Wall
Roof
Roof
Floor
Floor
Slab Edge
-A r— .—A-
r,.-A wattwatttri that am, ,rvit, R-value
�or
tnsulat
FEN
Fe_ne
Front
Front
Left
Left
Rear
Rear
Right
Right
Skyli
Skylt
comi
RMUR
bl
I
�iwfj I
------------------
lit
s� 'o-LA.,"Wep oil* I
August 2001
I)ATORY MEASURES CHECKLIST: RESIDENTIAL (Page I of 2) MF-1R
1� to,, LiOwfi&li'C_, A rtiiat buildings subject to the Standards must: contain tbesewemwes; regardless of the oomAimee am—ach used.
ins red wit ► art asterisk C) may
my be superseded by more stringent compliance requirements listed on the Certificate Of
cat rib's as
I- -ta inenrporatedimothic pernut documents, the features noted shall be considered by all parties
ist
for the mandatory rneasum whheterithey
ormance spect calimm are shown elsewhere in the dOCUUMIS
,licablet!okes when complied or enter N/A if not applicable.
DC
DESIGNER
ENF MENT
B
9°e", ion.
iiia4fictuter's labeled R-Value.
walls or equivalent 13-Factor in metal frarrie, walls
do rira" to oaWgnor mass
insulation in trained flOOm.
-, insulation Water absorptionrate no greater than 0.3%, wafer vapor trasmissi rate no
laillefftetypeand farm
Z Ftion products (except field-sabricated) have label with certified U Factor, certified Solar Heat
3, E"400rj and windows th.,gt.ppc& all j.inft and penetrations caulked and sealed.
§ 150(g)-. Vapor barriers mandatory in Climate Zones 14 am 16 only-
§ 15o(f). Special infiltration barrier installed to comply with § 151 meets Commission quality standards.
fi5o(e): Installation offireplaces, Decorative GIs Appliances and Gas Logs.
1. Nllasonny and factory -built fireplaces have:
si: Closeable metal or glass door
b. outside'air intake with damper and control
c. Flue damper and control
2. Meoritinuous burning gas pilot lights allowed,
Space Conditioning, Water Beating and Plumbing System Measures:
110- 113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
150(h, Heating and/or cooling loads calculated in accordance with ASMAE, SMACNA OR ACCA.
150(i): Setback thermostat on all applicable heating and/or cooling systems.
150(l): 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 ofR- 12 or greater,
2. First 5 feet of pipes closest to water heater tank, stun -recirculating systems, insulated (R-4 or greater)
3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks haveR-12
external insulation orR-16 combined internal/external insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water systems.
5. Cooling system piping below 550F insulated.
6. piping insulated between heating source and indirect hot water tank
Compliance Forms August 2001
CERTIFICATE OF CO.M PLIANCE: RESIDENTIAL (Page 2 of 3) CF-1R
Projecf ntle Date
UVAC SYSTEM
Note: 1hputTy-Jr—oriiicor or hydronic oata under Water Heating Systems, except Design Heating Load.
Distribution
Heating Equipment mininiturt Type and Duct or Heat Pump
Type (furnace, heat Efficiency Location Piping Thermostat Configuration
P---P, ew-) (AFt3E ®r mml� lit orpackSo)_..._._
04
Cooling Equipment Minimum Duct Heat Purtip
TV Efficiency Location Duct Thermostat Configuration
heat PC (air condition", EEPI) (Attic. etc.) R-Value Type (split or act et
SEALED DUCTS and TXVs Alternative
V Measures
• Sealed Ducts (all climate zones)
(Installer testing and certification and HERS rater geld verification requited)
Cl TXVs, readily accessible (climate zones 2 and 815 only)
(Installer testing and certification and HERS Rater. Or field verification required)
El Refrigerant Charge/Air Flow (climate zones 2 and 9-15 only)
(Installer testing and certification and HERS hater or field verification required)
OR
El Alternative to Sealed Ducts and TXV�; (see Package C or D Alternative Package Features for Project Climate Zone)
Climate 7one Window SHGC Window U-Factor SEER Heating
WATER HEATING SYSTEMS
Energy` Fxtemal
Rated, Tank Factor or Tank
Water Heater Distribution Number input (kw Capacity Recovery Standby' Insulation
Type
T y_ Loss R-Value pe in System or Bw/hr)
I. For small gas storage water heaters (rated inputs of Less than or equal to 75,000 BMW), electric resistance, and heat pump water heaters, list Energy
Factor. For large gas storage water heaters (rated input of'greater than 75,000 BttVhrl list Rated Input, Recovery Ffficienoy and Standby Loss.
For instantaneous gas water heaters, list rated input and recovery efficiencies,
SPECIAL FEATURES acid sheets if necessary). Package C and D: TXVs, Sealed Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual).
Package C. thermal mass (themial mass type, covering, thickness and description).
Compliance Forms August 2001
MANDATORY MEAST"AES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF-IR
t4oto: Lowrise residential buildings subjee to the Standards must contain these measure. regardless of the compliance approach used.
items marked with an asterisk (*) ma,-',' be superseded by more stringent compliance requitements listed on the Certificate of
Compliance. When this checklist is bloorporated into the permit documents, the features noted shall be considered by all parties as
minimum component perfbrmaricesr:cifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applic:ible boxes when completed or enter N/A if not applicable,
DESCRIPTION
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating rand Plumbing System Measures- (continued)
§150(my DuctsandFans;
1, All duds and plenums installed, seated and imulated to meet the requirement of the 1999 CMC Sections 601,
603,6K and Standard 6-3; ducts insulated t( a minimum installed level of R-41 or enclosed entirely in
or duet-closuresystem
conditioned space. Openings shall be seated whh mastic, tape, aerosol sealant, other
that meets the applicable requirements ofUl, ill, ill, 181A, or UL 1818. If mastic or tape is used to seat
openings greater than 14 inch, the corritinati,m of mastic and either mesh or tape shall be used. Building
cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their
components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape 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 seated sheet metal, duct beard or f,,,xdblc duct shall not be used for conveying conditioned
air. Building cavities and support platforms roay contain ducts, Ducts installed in cavities and suport
platforms shall not be compressed to cause M-dectiOnS in the cross -sectional area of the ducts.
3. Joints and seams of duct systems and their ocpnents shall not be sealed with cloth back rubber
adhesive duct tapes unless such tape is used j, v combination with mastic and drawbands.
4. Exhaust fan systems have back draft or autorr, Ac dampers.
5. Gravity ventilatinit systems serving conditior+0 space have either automatic or readily accessible,
manually operated dampers,
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 service protected by aluminum, sheet metal, painted canvas,
or plastic cover. Cellular foam insulation shal I be protected as above or painted with a coating that is
water retardant and provides shielding fivm,,olar radiation that can cause degradation of the material.
§114: Pool and Spa Heating, Systems and Equipment
1, system is certified with 78 %thermal of flnierry, 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 avid he;tter for future solar heating.
b. Cover for outdoor Pools Or Outdoor spas.
I 1>001 system has directional inlets and a circviation pump time switch.
§115: Gas fired central ftrisces, pool heaters,!:ua heaters or household cooking appliances have no
MdOtli ht.
continuously '.14on-clectricalo)Okin appliances with PROKI50BtU111r)
.t
§ I is (f): Cord Roof material meet specified OnJeria
Lighting Measures:
§1 5Q (k)l.: 1-urninsdires; for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt
or greater for general lighting in kitehons, This general lighting shalt be controlled by a switch on a readily
lighting control panel at an entrmr,..- to the kitchen.
_accessible
§ 150 (k)1: Rooms with a shower or bathtub mast have either at least one huninaire With lamps with an
efficacy of 40 furrieng1watt or greater switchedtat the entmoe to the room Or One of the alternatives to this
requirement allowed in § 150(k)1; and incandescent recessed ceiling fixtures are IC (insulation cover)
Compliance Forms August 2001
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-IR
Project Title Date
COMPLIANCE STATEMENT,
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 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 recopize that compliance using
duct Sealing and TXVs requires installer testing and certification and field verification by an approved HERS
rater.
Designer or OWnee (per Business and Professions Code) Documentation Author
P
Name: -.V� ttCn::4__ Name: P49W.Im"t
Title/Firm: _-_014 acr__ Title/Firm: _$eT_Zftr7=T__
Address: W. Address: AV
-b.e+l Ae7 ,I,, A-44 06*41*21
Telephone: Tele�hone:
Lic. #: "c'
"'T 114-1-S
(date) st a ure) (date)
Enforcement Agency
Name:
Title: _fyp�wlab�_
Agency:
Telephone: 4"
4, oignatgrc / stain) _ (datt)
ICompliance Forms August 2001
------------
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2017 W. ALCO AVE.
SANT^ AN^
CALIFORNIA 92703
MACIELALOMSN.COM
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