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ANALYSIS AREA
(E) SFR
1,188 S.F.
(E) GARAGE
352 S.F.
(N) ADDITION
289 S.F.
TOTAL AREA
1,829 S.F.
LOT AREA
6,000 S.F.
LOT COVERAGE
30%
FLOOR PLAN SC_1/4=1*-0"
FLOOR PLAN LEGEND
t_:::�::3 f"XIS VG WALLS TO REMAIN
EX1S'I"GWALLS T0RE1.,M0VF
NEW WALLS FOR RM A.DD'N
2x' 6 PLUMWI(i WALLS
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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
A/C EFFICIENCY N/A
RADIANT BARRIER EMISSIVITY LESS OR EQUAL TO 0.05
INSTALLED TO COVER ROOF RAFTERS AND
GABLE ENDS WALLS AT ATTICS
ELI EL'
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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 G.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 23-11-8-1 C.S.C.
6, THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED
CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL
(NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY
CALCULATIONS.
6. LIGHT AND VENTILATION PER C.B.C. SECTION 1202. MINIMUM OF 15
C.F.M. OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR
VENTILATION.
PLUMBING NOTES
7. ALL PLUMBING WALLS TO BE 2" x 6"
8, DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM
OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED
STUDS ARE ACCEPTABLE.
9. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A
HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE SHOWER OR
TUB/SHOWER COMBINATION, MATERIALS SHALL BE OF A TYPE
NOT ADVERSELY AFFECTED BY MOISTURE.
10. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED
CATEGORY It. NET AREA OF SHOWER RECEPTOR SHALL BE NO
LESS THAN 1024 SCE IN OF FLOOR AREA, AND ENCOMPASS
30"DIAMETER CIRCLE.
11. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT
LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT
OF THE STOOL.
12. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 AIR
CHANGES PER HOUR.
11 WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES,
PROVIDE TWO STRAPS (ONE STRAP AT TOP 1/3 OF THE TANK AND
ONE STRAP AT BOTTOM 1/3 OF THE TANK).
14, ALL NEW WATER CLOSETS WISH USE NO MORE THAN 1,6 GALLONS
PER FLUSH,
ELECTRIC NOTES
15. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art
210-52 (a) "20 AMP. CIRCUIT DEDICATED TO EACH BATHROOM"
16, ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION.
17. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION
COMPLIES WITH NEC Art, 210-8: "ALL 125 volt SINGLE PHASE, 16
AND 20 AMPERES RECEPTACLES INSTALLED IN BATHROOMS,
GARAGES, BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND AT
WET BAR SINKS.
STRUCTURAL NOTES
18. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR
BRACING TO THE EXISTING STRUCTURE WICH MAY BE REQUIRED
DURING CONSTRUCTION,
19. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM
OF 8" WIDE AND NO "FLAT" STUDS PERMITTED, STAGGERED
STUDS ARE ACCEPTABLE.
20. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE
SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC SECTION
2320.8.3 ALLOWANCES.
21. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS
SHALL NOT EXCEED 25%/40% RESPECTIVELY. BORED HOLES IN
BEARINGINONBEARING 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 (2320,11,9
AND 2320.11.10)
22. 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)
23. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
LEGEND
110 V W/ BATTERY BACK-UP
110(D
SMOKE_DETFCTOR
C_)
BATTERY OPERATED
SMOKE DETECTOR NOTE:
V
SMOKE DETECTOR
PROVIDE SMOKE DETECTORS IN EACH BEDROOM
@
RECESSED CEILING LIGHT
AND CORRIDOR OR HALLWAY ACCESSING SUCH
BEDROOMS PER SECTION 310,91.3 & 310.9,1,4
RECESSED MIN! LIGHT
2001 CBC. SEE NOTE "t- BELOW FOR S,D IN
EXISTING BEDROOMS
CEILING MOUNTED LIGHT
14-,
WALL MOUNTED LIGHT
110V CUTLET
F UEL GAS
220V OUTLET
GFI
GROUND FAULT IN'IERRUPTOR
4
SWITCH
3
3-WAY SWITCH
I-\\-
HOSE 13188S TO HAVE A
AIR DIFFUSER GRILLE
BACK-ILOW PREVENTER OR WITH A USTED
ATMOSPHERIC VACUUM BREAKER.
FL
FLUORESCENT
MECHANICAL FAN. MI
5 AIR CHANGES PER HR.
FLUORESCENT LIGHT
LOG LIGHTER
PLUMB FOR ICE MAKER
TELEPHONE, JACK
AFI
RrCEP*IACLE OUTLETS SUPPLIED BY
BRANCH CIRCUITS PROTECTED BY
AN ARC -FAULT CIRCUIT INTERRUPTER
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NEW FOUPG
FOUNDATION NOTEES
1.- 3 Y2 - TH CONIC. SLAB w/ 6" x 6". 10 #r 10 # W, W. MESH
0/ 2" OF SAND W/ re f41L Ywrof. CIV)
2.- EXISTING 12" x 12" CONC. FTN'G.
3,- CONCRETE FOOTING, (12" W x IfD) W1 (1) # 4 TOP
& BOTTOM MIN.
4.- 24" L, # 4 REBAR DOWELL 6" INTO EXISTING
FOOT'G TOP & BOT. W/ SIMP. "EPDXY"
5.- NEW CONCRETE LANDING.
6.- 18" L. # 4 REBAR DOWELL 6" INTO EXISTING
FOOT'G @ 48" o/c. (TYP).
7.- 5/8 " 0 x 10" L. A.B. @ 6% 0" o/c MAX, 12'
FROM ENDS, MIN 2 PER FIELD, 7'MIN INBED
W/ 2" x 2" x 3/16" PLATE WASHER (TYP).
NOTES
a,- VERYFY IiRDWR. LOCATION w/ FLR, PLAN,
HOLD-DOWN ANCHORS MUST BE TIED IN PLACE.
PRIOR TO FOUNDATION INSPECTION.
SURF -ACE WATER WILL DRAIN AWAY FROM
BUILDING,
d,- HOLD-DOWN CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE APPROVED PLATE WASHERS,
AND HOLD-DOWNS SHALL BE TIGHTENED JUST
PRIOR TO COVERING THE WALL FRAMING.
7
Ru"OF FRAM'G PLAN SCzj/A=j1.0,1'
BRACING PANEL
PER 2320.11.4 CSC
3/8 " C - D, C - C PL YW*D aLKD.
WJ foci tv Co" O.C. EN. 4 12" O.C. FN.
2X P.T.D.F. SILL CONNECTION W1
A.5.20 36" O.C.
TOP ANCWORAGE WITH A - 35 * 16 O.C.
ROOFING MATERIAL
AS.PHAL SHINGLE CLASS 'B'OR BETTER TO MATCH
EXISTING S.F.R. W/ 2 LAYER # 15 FELT UNDERLAYMENT.
FRAMING NOTES
PROVIDE ROOF RADIANT BARRIER
PER TITLE 24 AT ROOF SIWEATWIWS
1, ROOF SHEATHING
1/2" CVX PLYWOOD (32/16) OR OS5, UNBLOCKED
DIAPHRAGM. W1 NAILING-
gd 0 6" O.C. SUPPORTED ENDS 4 BOUNDARY
gId 0 12" O.C. FIELD,
USE (8) I(od 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 4X46 Ole SMALLER MEMBERS
ALL NAILS ARE COMMON NAILS,
4. ALL STUDS 0 16" O.C, MAXIMUM.
5, ALL LAG BOLTS (LS) TO BE S" LONG INSTALLED
WITH PILOT HOLE AND WRENCH.
6. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED
ii AT ALL EDGES OF: ALL PLYW'D SWEETS IN SHEAR WALL.
1, ALL PLYWOOD PANELS SHALL BE
MANUFACTURED USING EXTERIOR GLUE.
1 8. 2 LAYERS OF 150 FELT SHALL BE USED AT
ALL STUCCO APPLIED OVER PLYWOOD.
SL SEE DETAIL FOR ALLOWED BONG
S 4)@ RI
AND NOTCHING OF STUDS AND JOISTS
10, SEE DET. FOR TYP. EXTERIOR
4�
WALL FRAMING
It. 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 WALLSi 7 TO I FOR GYPSUM WALLBOARD 4 PORTLAND
CEMENT PLASTER (STUCCO). WALL SECTIONS WAVING
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 'UPPORTS.-11--_
STRUgTURA NOTES
1: � CONCRETE
EUN E5* OTHERWISE
'6EN0TE HARD ROCK
TF(150�VF:AREATE SHALL NATU NO TO ASTM
GRADE
JOIST,PURLINS 2" TO S&DEEPER No.I
WITH PROVEN RINK AGE 1,:'T".'TC
BEAMS, PURLINS OVER 4" WIDE No, I
SUSPURLINS 2" TO 4" WIDE, 6 & DEEPER No, I
1- READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-
LEDGERS No. 2
94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301,
STUDS 2" x 4 OR 3" x 4" STUDS
STUDS Z' x 6" No, I
a,- CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR SLOW ALKALL
POSTS 5'x 5" AND LARGER No, 1
SILLS, PLATES AND BLOCKING
CONFORMING TO ASTM 0-150,
No. 2
4, MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AI'AGE OF 28 DAYS FOR:
4.- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 4W OF
GROUND, SHALL BE PRESSURE TRVSTED DOUGLAS FIR IPTOFJ SILLS SHALL BE BOLTED To
FOOTINGS 2.SDO PSI
THE FOUNDATION WITH SW DIAMETER x 10" LONG BOLTS AT 481 ON CENTER 12" MINIMUM
SLAB OR GRADE 2,600 PSI
FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED,
SIDEWALKS 2,000 PSI
5, STUD WALLS ABLITING A CONCRETE OR MASONRY WALL, SHALL BE SOL I W I Q THE WALL
S.- MAXIMUM SLUMP SHALL NOT EXCEED 4".
WITH 518ANCHOR BOLTS AT 24'0/C.
6-CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
6.- ALL NON BEARING STUD WALLS, SHALL BE 2`x STUDS AT 16" 01C WITH 518' GYP, BOARD
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
EACH SIDE, UNLESS OTHERWISE NOTED,
PERFORMANCE CAN 13E ASSURED,
7.- ALL STUD WALLS SHALL HAVE FULL HEIGHT I' x 6" DIAGONAL LEFT -IN BRACES AT ENDS
7.- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE
AT INTERVALS NOT EXCEEDING 26 FEET OIC UNLESS OTHERWISE NOTED ON PLANS, BRACES
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
SHALL COVER A MINIMUM OF SIX STUD SPACES,
CLAANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
CLEANOUT AND INSPECTION,
8: COMMON NAILS SHALL BE USED
8, VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
9�- FIRE BLOCKING 2" X I Y. ' THICK, $I iALL BE PLACED IN 6 rUU WALLS AT CEILING AND FLOOR
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26,
LEVELS AT EACH 10' HEIGHT OF STUDS AND BETWEEN STAR STRINGERS AT SUPPORTS.
9,- EXPOSED CORNERS OF COLUMNS, SEAMS, WALLS, ETC,, SHALL BE FORMED WITH
10,' JOISTS SHALL BE ONLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS
CHAMFERS UNLESS OETAJLED OTHERWISE,
OF 8' WHERE JOISTS ARE 2" x 12" OR DEEPER,
10, CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE
I I MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK,
2'x 4-016"OICUPT014s-0r
2" x 6" (0 16'010 UP TO 20'-0"
I I - NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95' F.
2"x S"@ 16'01C , UP TO 26.V'
s 12.- WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTf LION WALLS.
QQD
13.. BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM V32" AND A MAXIMUM 1116"
LARGER THAN THE BOLT DIAMETER.
I PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 V40 SHALL BE STAMPED WITH
REINFORCING TE EL
THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATiON,'UNLE$S NOTED OTHERWISE
ON THE PLANS.
I .- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS FOLLOWS:
2.- EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SQ. FT. WITH A MINIMUM DIMENSION OF
FOOTING, SLAB ON GRADE, MASONRY AND SENT DOWELLS, TIES:
2 FEET.
3 BAR AND SMALLER ASTM A- 615 GRADE 40
# 4 BAR AND LARGER ASTM A- 615 GRADE W
3.- SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
AND APPROVED BEFORE COVERING.
2,- DEFORMATION OF REINFORCING SHALL RE IN ACCORDANCE WITH ASTM A-305 AND
SENDING IN ACCORDANCE WITH A00W95.
F9,0P26TION NQM§
3.- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR:
I� FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL SEARING
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
EXPOSED TO WEATHER
CONTINUOUS FOOTING 1,000 P.S.F.
ISOLATED FOOTING 1,000 A.S.F.
EXPOSED TO EARTH 2"
PILASTER, BEAM a COLUMN TIES I
2:ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR
FORMED FOOTING AND WALL EXPOSED TO EARTH 2"
UNIFORMED
SLAB ON GRADE FOOTING AND WALL EXPOSED To EARTH 3"2"
APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
3.- ALL FOOTING SHALL BE CENTERED ON PLASTER ANWOR WALL AND COLUMN UNLESS
OTHERWISE NOTED,
4.. SPLICE IN C NCRETE: BAR DIAMETER OR 12'WICHEVER IS GREATER,
MINIMUM OF 360
4, FINISH FLOOR (F,F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS,
5.-WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -Is$ AND 1-82.
S.- THE CONTRACTOR SHALL SE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
6.- ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318,95
INCLUDING LAGGING, SHORING, AND PROTECTION OF ANY ADJACENT PROPERTY
STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND
TALI. REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC, SHALL BE SECURED
LOCAL SAFETY ORDINANCES,
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT.
8.- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
-
GRADE60REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615.
ANDIOR SHEDULES.
7, ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.0)
0.- ALL REINFORCING BAR SENDS SHALL BE MADE GOLD,
$,- ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL
10,- ALL REINFORCING BARS SHALL BE FREE FRM GREAE, ROST, SCALE OR
OANY
BE REMOVED AND RELOCATED.
OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BAR$ ABISLITY TO BONDMILL TO THE MORTAR,
9' ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING
I I.- REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD SENT
(THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL To I
EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN
APPROVAL OF THE ENGINEER OF RECORD.
VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CASTAN-PLACE AT THE
FOUNDATION POUR,
11ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS,
10-- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE F
POSSIBLE VARYING SUBSURFACE CONDITIONS, FIELD DUE THE
WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDI CATFO, 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
1: ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION By WORSI.
23 (2001 C.S.C).
14,- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LES$ THAN 1" NOR I
2,- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO, UNLESS OTHERWISE NOTED.
BAR DIA NOR 1x MAX AGRAGATE SIZE.
BARS IN SECOND LAYER SHALL SE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS 1',
ATTIC VENT. CAU"7S
289 S.F. /160= 1.92 x IAA= 277 sq in REQUIRED
I.- 12yfx12" sq in
12 x 12 = 1AA sq in PROVIDED
r-F
2. -(3) 2"o holes EAVE VENT= 9 SQ IN
At NORTH SIDE .
At SOUTH SIDE -
At EAST SIDE 10 pieces
At WEST SIDE 10 pieces
20 Pieces x 9 = 180 sq inch
ITOTAL= 324 SQ IN PROVIDE
NOTE:
* WHERE EAVE 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.
PRINTIED ON OL"Otmw 1000
17
mo
co
2- 2X TOP PLT,-
5HEAR WALL
PER PLAN
5.N.
1Ga Of ID EN.
2X 5L<'G S
16 O.C.
A 3 5F 6
16 O.C. E.N.
B.N.
(2 ROWS)
EXISTING 2. 2X
TOP PLATE
5"E AR WALL EX15TING 2X
PER PLAN
STUD 's 16" O.C.
-------- ---
13 SHEAR TRANSFER
00-00W,0001! Yom woomm"001
07,
G
--A
CALIF. FRAMING
7
2X4 CRIPPLE
5TUD5 s I(o
2X SHAPED 5ILL
FOR FULL 5TUD
BEARING
EXIST'G ROOF
6PT'G 0/ RF, RFTR.
EX16T'G C,.J,
I- ST2115 0 48" O.C. IN
LIEU OF 2X4 TIES
S.N.
3- 2X RIDGE BOARD
I
4- PLYW*f) ROOF SHEATHING PE _R RLAM
5 ROOF fRIAFTERS PER F'Lv
6- 2X4 TIES 48" O.C.
7- 3- 16d TYP.
Z
50RED HOLEa_ MAX 40% OF 5TUD
WIDTH -a BEARING WALLS, roO% MAX.
Q NON -BEARING WALLS.
rf�M1N. +
NOTCHES- MAX. [DEPTH 25% OF STUD +
WIDTH 1w BEARING WALL5, 409. MAX,
tD NON -BEARING WALL5,
STUD
I J��5jvk$trl
+ F%100r SOT'(, 0/ 2X RbOf RF
PER PLAN OX6 STARTER BOARD r.SHIPLAP- AT EXPOSED EAVES)
3 (5) 16d Q RFTR. TIE
4- 2X BLKIG W/ A-35 0
FRACTION 6c 1" O''. um.O.
OF STUID 2X4 2XCb 2X8 NOTE NOTCH 4 PORE
NOT TO OCCUR ON SAME 5- 2X CEILING JST.
25% D 5TUC7 WITHIN 36" OF
PER PLAN
40510 17 Ej4CH OTHER.
— ----- 6- 08L TOP PLATE
00%1) 21PER PLA`41
" 31 4-11 SEE Si-iFAR WALi ZCHED.
2001 CBC 7- 2X STUDS r4 16" O.C.
FOR SHEAR TRXNS7FER 0
OR WD.BM.PER PLAN
SECTION 2/320]1,e- 2320.11.10 SHEAR WALLS
WALL 'R PI AIIN 8- SHF-AR PE
Ck I
1WHERE Oc"v"
_T
POST PER PLAN—
FILLERS
(4x MIN.)
I PER PLAN
FASTENERS —
PER MANUF.
SIMP. HOLDOWN
I 2x, 2-2x
PER PLAN (PHD
OR 3x PER
SHOWN)
I PLAN
II
Ps
44€l—SIMPSON
"SSTB*
PER
SCHEDULE
TYPE
SSTB f
1--POUR
SSTB I
2—POUR
Wl4xs�
MIN.
PHD2—SDS3
16
20
3610
HD2A
16
20
2775_
16
20
3480
lHD5A
16
20
4010 1
PHD5—SDS3
20
24
4600 1
HTT22
24
—
5175
PHD6—SDS3
28
34
5860
H06A
28
34
5105
HD8A
28
34
7460
HDIOA
28
34
9540
HD08—SDS3
28
34
8325
:P ft F_ P A fj
E 0 13
f t
L
ale
A
T, FX
20 1 :11
AUC*
A vt.
12 MAX.
NOTES:
1, FOR RAISED FOUNDATION USE SSTS FOR TWO
POUR SYSTEM AND EXTEND BOLT BEYOND
S ILL PLATE ABOVE FLOOR SHEATHING, OR USE
I SIMP. CNW COUPLER FOR BOLT EXTENSION.
I
L — — — — — — — — — 2. CONCRETE STEM WALLS SHALL BE 6"MIN
DEEPEN FTC. AS REQD� WIDTH FOR 5/8"0 ANCHORS, 8- MIN. WIDTH,
TO ACCOMODATE BOLTS FOR 7/8-0 ANCHORS, 8- MIN. FOR CONE
(MIN. 2- x 12") BLOCK.
i
C,
Z AP
A,
f4l A 9 3
0
7
mm
TIF
Tv, PI AL HOLDOWN DETAIL
_T
POST, PER PLAN
(4x MIN.)
j
—2x STUD
FASTENERS -
(FILLER)
PER MANUF.
PER PLAN
SIMP. HOLDOWN TOP OF
PER PLAN (PHD CONC.
SHOWN)
IF1,--- — -
0 EXIST. OR
NEW SILL It-
"'�GRILL HOLE
I OF SPAN i OF SPAN I OF SPAN' ONLY I Vi/ _5
' AT TOP ORBOI TOP OR BOT
NO NOTCHES AT
ALLOWED U.N.O.
I- ROOF SHT'G 0/ 2X ROOF RFTR.
1; Is PERSPLAN (jx6 STARTER BOARD
cli 15
u - HIPIL AP - AT EXPOSED EAVES)
0
><T
2X L
BORING
BORE
DIA,
MIN,
fFR ACT 10 NF JOIST
O
2X14
2X6
2X8 2X1O 2X12
2001 C'BC
SECTION
2320.8.3
D/3
11/4"
2%'1 3" 3Y4"
4%"
15
BORED
OR
NOTCHED
JOISTS
NT IS
6mimpoi,
o 'i
1!9!0�10011*
�777
7
4'-0"
MIN. LAP
(0) 19,4 1 QTI IF)
LAP TOP
Q STUD -
4 X 47' HDR
MIN,
16d La O.C.FAC
NAIL
2X TRI
KING S
0 JAMB
(2) 10d
EA. SIDE
TO PLI
(8) 16d La MIN. &
24
PLT, 16d 16" 0. C.
MAX
'
E
(3) 16d E.N.
TYP.
MIR &
TUDS
(2) 16d E.N,
TO 2X SILL
TYP.'
T.N. (Q
STUD
------------------------
m
2- 2X4 FLAT LOOKOUT 0 32" O.C.
NOTCH, INT,v", FIRST RAFTfER
3-
4- (2)- 16d a EA. 2X4
5- A-35 Q 2'-0" O.C.
OR SEE SHEACR WAIL
SCHEDULE OR U.N.O.
6- 2X STUDS 0 16" O.C.
SEE SHEAR WALL SCHED. 7- SHEAR WALL PER PLAN
FOR SHEAR TRANSFER 0 WHERE OCCURS
SHEAR WALLS 8- 2X BLK'G 0 48" O.C.
FIRST BAY ONLY
�XHEAR TRANSFER AT
7
BLE, .... ... ..
PROVIDE 1X6 LET -IN
BRAC'G (IF NO SHEAR
WALLS OCCUR) @ 60
MAX. @ 450 MIN. W/
(3) 8d EA, END & EA.
STUD BRACE EA.
CORNER @ 25'O.C. MAX
PROVIDE 2X FIRE
BLOCK WHERE WALLS
EXCEED 10'H. & AT ALL
CL'G & SOFFIT LINES
.2X STUDS
(E) ROOF SHTIG 0/ 2X ROOF RFIR.
16 " O.C.
2-
E.N.
2X P.T,D.F. SILL PLT.
3-
2X BLOCKING (ALT,)
W/5/1 " DIA. ANCHOR
Q0S W/ 7" EMBED'T
4-
2X CONT. 'SHAPED' W/ 16CI C
PER FOUNDATION PLAN.
6** O.C. TO BLOCK- OR- WITH
PROVIDE A. B.
2- 16d NAILS TO EACH RAFTf,,R
6'-0" O.C. & 4 22t
r
I"u LIEUI .01` 2X BLOCK!NG.
MIN, / 12" MAX,F M.
SILL END
5
2X RAFTER 'CALIFORNIA!
FRAMED
6-
PLYWIO SH -3 PER PLAN
C% LIFORNIA'FRAMED
0 F 0040,0�"ooio I w*"*w****0
12
. ..........
ScHqi4g
&LOW
non THRO. TENSILE
TYPE ROD iLPAD
n
PHD2—SDS3
12*
5/8*0
0
TkA_
12"
5/8 0
75
HTT1 6
12*
5/800
*0'
HD5A
12*
5 ,/8#0
4,0 10
PH05—SDS3'
12*.
5/8-0
4c , $5
HTr22
12*
5/8#0
01150
PHD6—SDS3
15'
7/8-0
60
HD6A
15-
7/8-0
�105
HD8A
15'
7/8"o
7 60
HD10A
15"
7/8"0
4640
HDQ8—SDS3
15'
7/8.0
�4,,25
1/8-0 LARGE
NOTES
,THAN BLT. DIA. :
�"
1. CONCRETE = F'C 2000 PSI Mi
M' 2. FOR RAISED FLOOR FDN. USE NIGER
LER,
BOLTS, OR USE SIMP. CNW CO 0
TO EXTEND ABOVE FLOOR SH ING. f
THIRD. ROD W/
EXIST.
SIMP. EPDXY PER
CONIC.
FTC. ICBO #5279 L.A.R.R. #25279
W/SPECIAL INSPECTION,
GROUT
44 MIN r UV I INUZ)
7
7
A
4
A
A
2 OR 3X 5TUD5 Q I(o" OC.
PER PLAN
2 OR 3X P.T.D.F. SILL- PLATE
-a 4B. PER PLAN
PER PLAN
2 1
v
wr
(11y)
REINFORCING PER PLAN
CONE. FTC. PER PLAN-
12" MIN,
EXTERIOR FOOTING
CERTIFICATE OF COMPLUNCE*- RESIDENTIAL
I AA12 W- 141UATT�?_
Project Address
1"7
I... 1*Am .424--.
Documentation Author I I Telephone
*2Ae1e.Aud1-6Lw 1;C 406
Complian6e
(Package or Computer)
Climate Zone
I Of
CF1R
Building permit #
Flan Check /mate~ _
Field Cheek /Date
Uri!AlVlea
Average Ceiling Height: _�V ft
Total !,X;1�664 Yloor'Arft
Conditi"i""' Slab",AF160t ft
Budding
c Family
1, lit Addition
-Addition
(check y ExistiwPlus
Front (—N.'r#) / South / East / West / All (21rientations;
Input front orientation in degrees from True North and circle oft)
Numbei':o f Stories
Number o(Dwelling Units'
Floor Conshuction Type: Slaglaised Floor (circle one or both)
UAn1A4tAARRW.11 fmcluiredinclimate zones 2.4—U-1-51 Required for this submittal Zyes —no
co
Type
Frame Type
wd wood
stl
Cavity
Insulation
R-Value
Sheathing
Jon 'l .0 0�
Insulal n
R-Value
Total R
Value
Assembly
U-Factor'
Locati
(attic, garage, typical, etc.)
Wall
-wall
Roof,
WNW 06TIV-e
Roof
Floor
Slab
1110 JM�IJL Ii ILI
:tor tboPMwxiPttiy& ftkw—..
FENjji
ShVing Devices
Fene
Fenestration
Exterior
ffT S.
U-factor
SHGC
Shading Aft:
Fins
Front
Left
Left
Rear
AA
Right
Skkvyli
2tbrj(jto� R + A UPWW i 2�ql c 4iP
ice `Pcxxns August 2001
NDATORY MEASURES CHECKLIST: RESIDENTIAL (page I of 2) MF-IR
regardless ofthe owilthance wroach used.
the Standards mug contain these bwNings subject to rimy be
supase*d by more stringent compliance requirements listed on
69 Certificate Of
, docidist is ir edIleatures now shall be obasidered by all parties as
Wfism" W04torst. nto the permit documents, the
peiffor the mandatory measures whether they am shown alsvwhere in the doffs
omiance som
v&ft completed or enter NIA if not applicable.
0#11ei"Ribmw
DESIGNER
ENFORCEMENT
D WOO,
B
7,1
s?,
walI
"'umum in wtiod:fivmed walls or equivalent TJ-FSCW in metal frames
mrntunR-]3raisedg6"insulati6gintiamedfloors.
Vitter absorption rate no grater than 03%, water vapor transmission rate no
no,
Gad #" meets cd inWaii ay standards. Indicate type and form.
J110,
Doork Willotiont0th Itration Controh
sbdi0*i*eorW- - d and uncondkioried spaces designed to limit air leaksge�
itione
(arice0field-fabriosted)have label with certified 11-Fador, certified Solar Hest
Crain boo(fioient (SHOC), and infiltmhon WfificAtiOn,
3, We ca'dedrs wid windows wathemtripped; all jomts and penetrations caulked and sealed.
15()(g): vapor barriers mandatory in Climate Zones 14 and 16 only.
uni Klards
150M. Special infiltration barrier installed to comply with § 151 in oe U Commission quality star
I XK4 Installation of Firepitica, Decorative Gas Appliances and Gas LOP,
1, Masonry, and factory -built fireplaces have.
a. Closablemetal or glass door
b. outside air intake with damper and control
o. Flue damper and control
2, No continuous burning gas pilot lights allowed.
Space Conditioning, Water Heating and Plumbing System Measures:
))a- 113: HVAC equipment, water heaters, showerheads and faucets certifted by the Commission.
150(h). Heating and/or cutting loads calculated in accordance with ASHRAE, SMACNA OR ACCX
I 50(i): Setback thermostat on all applicable heating andfor cooling systems.
15M). Pipe and tank insulation
1. Stooge gas water begets 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 hater tank, non -recirculating systems, insulated (R-4 or grater)
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 intemallexterial insulation
4, All buried or exposed piping insulated in recirculating sections of hot water system.
5. Cooling system piping below 55°F insulated.
6, FOA& insulated between hating source and indirect W water W&
compliance Forms August 2001
CERTIFICATE OF COMPLIANCE: RESIDENTIAL gage 2 taf 3) CF1R
3111d .44 -P t;,
&C. mitle Date
HVAC SYSTEMS
Jrot�c "Itput g"
y3rontcor combined hydronic (lata under Water Heating Systems, except Design Heating Load,
Distribution
Heating Equipment Minimum Type and Duct or Heat Pump
Type (firmace, heat Efficiency Location Piping Thermostat Configuration
pump, etc) (AFUE or llS (ducts, suit, etc.) R-Value TXpe(split or aoka 0
*04
Cooling Equipment Minimum Duct Heat Pump
Type (air eimilitiow, Efficiency Location Duct Thermostat Configuration
heat ovag. cool' SEEK awc, We) R-Value LVlit or gack&c)
SEALED DUCTS and TXVs or Alternative Measures_
0 Sealed Ducts (all climate zones)
(installer testing and certification and HERS rater field verification required)
El TXVs, readily accessible (climate zones 2 4rkd 845 only)
(Installer testing and certification and TIERS Rater or field vc1ific3tiOn required)
0 Refrigerant Charge/Air Flow only)
(Installer testing and certification and )HERS Rater or field verification requited)
OR
D Alternative to Sealed Ducts andTXV,,, (see Package C or D Alternative Package Features for Project Climate Zone)
Climate Zone WindowSHCIC Window U-Factor SEER Heating
WATER HEATING SYSTEMS Energy External
Rated' Tank Factor or Tank
Water Heater Distribution Number Input (W capacity Recovery Standby' Insulation
in System or BWk) (gallgris Loss (%) R-Value
1, For small gas storage water hcatto (rated inputs oftess than or equal to 75,000 Btu/hr), electric resistance, and heat Pump water heaters, list Energy
Factor, For large gas 40MO water 1100013 (rate(i input ofgroater than 75,000 Bm/hrl list Rated Input, Recovery Efficiency and Standby Loss.
For instantaneous gas water heaters, list rated input and recovery offiriencies.
SPECIAL FEATURES add (.mtra sheets if necessga), Package C and D: TXVs, Sealed Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section R. 13 of the 2001 Residential Manual).
Package C: thermal nun (themial mass type, covering, thickness and description).
Compliance Forms August 2001
MANDATORY MEAW' RES CHECKLIST.- RESIDENTIAL, (Page 2 of 2) rIF-IR
Nate: Lowrise residential buildings subject to the Standards must contain these measurc:, regardless of the compliance approach used.
items marked with an asterisk (*) may be superseded by more stringent compliaiic(, requirements listed on the C'ertificate of
Compliance. When this checklist is bx;orporated into the permit documents, the features noted shall be considered by all parties as
minimum component performance spwifications for the mandatory measures whether they are shown elsewhere in the document.-,
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
.DESCRIPTION
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures' (continued)
§150(my Ducts and Fans
1. All duds and plenums installed, stated and insulated to meet the requirement of the 1998 CMC Sections 601,
603, 604, and Standard 6-3; ducts insulated t( a minimum installed level of`R4.2 or enclosed entirely in
conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system
that incels the applicable requirements ofUL l 31, ( JL is I A, or UL 181 B. If mastic or tape is used to seat
openings greater than 114 inch, the combinati, m of mastic and either mesh or tape shall be used. Building
cavities shall not be used for conveying conditioned air. Joints and scams of duct system and their
components shall not be stated with cloth back rubber adhesive duct tapes urdeas such tape is used in
combination with mastic and drawbands,
2. Building cavities, support plationns for air himIltors, and plenums defined or constructed with materials
other than sealed shod metal, duct be" or flexible duct shall not be used for conveying conditioned
air. Building cavities and support platforms vlaY contain ducts. Ducts installed in cavities and suport
ptatforms shall not be compressed to cause rcKluctions in the cross -sectional area of the ducts,
3. joints and seams of duct systems and their cct,nprterits shall not be stated with cloth back rubber
adhesive duct tapes unless such tape is; used is i combination with mastic and drawbands.
4. Exhaust fan systems have back draft or automatic dampers.
5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible,
manually operated dampers,
6. protection of insulation, Insulation shall be pr(AtcW 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 t%g, protected by aluminum, sheet metal, painted canvas,
or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is
water retardant and provides shielding from •<)Iar radiation that can cause degradation of the material,
§ 114: Pool and Spa Heafing.Systems; and Equipment,
1, system is certifted with 78 % thermal efficimay, ort-off switch, weatherproof operating instructions, no
electric resistance heating and no pilot tight.
2. System is installed with:
lt. At least 3V of pipe between fifter and heater for future solar hosting.
ti. Cover for outdoor pools or outdoor spas.
3. pool system has directional inlets and a circulation pump time switch.
§115. Gas fired central furnaces, pool haters, :,pa heaters or household cooking appliances have no
_continuously bMT!% 0lot W. QLX �Iiow-Pofteleolrical c24A_VL1j
§ 118 (1): Cool Ronfrusterial moot specified criteria
Lighting Measures:
§ I r* (k)l .: 1.umi naires for general lighting in It itchens shall have lamps with an efficacy of 40 lumonstwatt
or greater for general lighting in kitcham Itis gencral lighting shall be contailled by a switch on a readily
accessible lighting contiol panel at an entrances to the kitchen.
§150 (k)2..- Rooms with a shower or bathtub nittst have tither at least one lurninaire with lamps with an
efficacy of 40 lumenstwatt or greater switched at the entrance to the mom or one of the attematives to this
All*
requirement allowed in § 150(k)2.; and incandescent teemed ceiling fixtures are IC (insulation cover)
approved.
Compliance Forms August 2001
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-1R
aVH , tro- , I es. 40-0d W
P 1. i; 1—t + i 717, 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
(if compliance is submitted for a single building plan to he 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) Documentation Author
Name: N.66.�C.0. C—�Mfaz— Name:
Titie/j,,irm: Title/Firm:
Address: U Address:
40_0� I
Telephone: 100—
T e
ic
(date) (Si U-) fdate)
Enforcement Agency
Name: Ate
Title:
Agency:
;Telephon
a at e /a (date)
ICompliance Forms August 2001
A
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714 %285 1121
2017 W. ALCO AVE.
Sell. Nit' set ANAI
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9 OWNER:
MRS
BLANCA GOMEZ
PH# 714/ 543-8226
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DESCRIPTION OF JOB:
0 289 SQ FT FOR (N) MTR
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DRAWN: ARA
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