HomeMy WebLinkAbout10150267.pdfPREPARED IB�
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PLOT PLAN sc=1/8=17-00,
(E) SFR
1,170 SY,
(E)GARAGE
330 S.F.
(E) COVD PATIO
229 S.F.
(N) ADDITION
98 S.F.
TOTAL AREA
1,827 S.F.
LOT AREA
5,711 S.F.
LOT COVERAGE 32%
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'TITLE 24 SUMMARY
",7, �r cTilluis�G
FNERGY(TITLE 24) REQUIR MENTS
Ip�
u":
INS t 3 1, AT 10 N EXT WALLS: R-13
4 "o- -19
10M tii� SURFLOOR: R
ATTIC: R-30
JZ_
iFFNESTRATION FENESTRATION: U-FACTOR=.40 max
d,
q
alon o SHGC= .35 max
60
k/C EFFICIENCY N/A
v
�ADIANT BARRIER EMISSIVITY LESS OR EQUAL TO 0.05
pula
C
INSTALLED TO COVER ROOF RAFTERS AND
(;ABLE ENDS WALLS ATATTics
op, -i1savoed c, g-, k, a d ,
URAL NOTES
CF-) ,/H -,-0
RE TE
li
GRADE
EIJ�ONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
JOST,PURLINS 2"TO4"WIDE, 6& DEEPER No. I
(150 'CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM
BFAMS,PURUNS OVER 4" WIDE No. I
0-33 WITH PROVEN SHRINK AGE CHAPACTERISITCS OF LESS THAN 0.05
SUSPURLINS 2'T04-WIDE, 6 &DEEPER No. I
LEDGERS No,2
2.- READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH C- STUDS 2"x4'. OR 3"x 4" STUDS
r>ocni-, 94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301 ,
STUDS 2'xS' No, I
POSTS 5" x 5" AND LARGER No. I
RIEYDNE7 At413 PWTZ__�A 3.- CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL
L A\ v SILLS, PLATES AND BLOCKING No. 2
CONFORMING TO ASTM 0-1 50.
J
4, SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 46' OF
4.- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO
THE FOUNDATION WITH 518" DIAMETER x IV' LONG BOLTS AT 46' ON CENTER 12' MINIMUM
FOOTINGS 2,500 PSI
FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED.
SLAB OR GRADE 2,500 PSI
SIDEWALKS 2,000 PSI
5, STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL
WITH518" ANCHOR BOLTS AT 24"01C.
S.- MAXIMUM SLUMP SHALL NOT EXCEED 4".
6066 Vi ti 5t-Dr-
6,- CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS 6, ALL NON BEARING STUD WALLS, SHALE BE 2" x STUDS AT 16" 01C WITH 5/8" GYP. BOARD
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORYEACH SIDE, UNLESS OTHERWISE NOTED.
PERFORMANCE CAN BE ASSURED.
7, ALL STUD WALLS SHALL HAVE FULL HEIGHT I" X 6" DIAGONAL LEFT -IN BRACES AT ENDS
AT INTERVALS NOT EXCEEDING 25 FEET OIC UNLESS OTHERWISE NOTED ON PLANS, BRACES
7-- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE
SHALL COVER A MINIMUM OF SIX STUD SPACES.
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
'Y
U
f
CLFANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
CLEANOUT AND INSPECTION,
8, VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26.
t 9,- EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC-, SHALL BE FORMED WITH : "
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 OFS6'F.
12.- WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
PLYV1.1OOD
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 1U 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.
11 MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
2" x 4" @ 16" 010 UP TO 14'-0"
2" x 6"@ 16" 0/0 UP TO 20'-0"
2" x &'@ 16" DID UP TO 26-9'
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.
c
I: PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1 -95 AND SHALL BE STAMPED WITH
THE ORPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE
ON THE PLANS,
2- EACH SHEET SHALL HAVE A MINIMUM AREA OF 6 SO. FT, WITH A MINIMUM DIMENSION OF
FEET.
REINFORCING STEEL
I.- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED SEARS AS FOLLOWS:
FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES:2
# 3 BAR AND SMALLER ASTM A- 615 GRADE 40
3.- SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
AND APPROVED BEFORE COVERING,
i1 FOUNDATION NOTES
I.- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL BEARING
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
CONTINUOUS FOOTING 1,000 P.S,F.
ISOLATED FOOTING 1,W0 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.
T- ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (Q.N.O,)
8, 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 CAST4N-PLACE AT THE
FOUNDATION POUR.
10, FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
POSSIBLE VARYING SUBSURFACE CONDITIONS.
LUMBER
ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION
23 (2001 C.B.C).
It
2, RAFTER, BEAMS, PURUNS SHALL BE DOUGLAS FIR'NO. UNLESS OTHERWISE NOTED.
0—
x.
7, "a
v i
E-11 A
LEGEND
110 V W/ BATTERY BACK-UP
1
"j
110"Z) SMOKE DETEC-1-OR
3
---- --- • BATTERY OPERATED
SMOKE DETECTOR NOTE:
9 V SMOKE DETECTOR
3f3, 9 PROVIDE SMOKE DETECTORS IN EACH BEDROOM
co RECESSED CEILING LIGHT BEDROOMS IDOER OSR CHTIONWAY0.A.CCE& 1G SU.1C.H
A RECESSED MIN: LIGHT 2001 CBC. SEE NOTE "I'" BELOW FOR S.D IN
EXISTING BEDROOMS
_FL('�.,FOR PLAN SC=1/4=1w-0**
FLOOR PLAN NOTES
I.- F.G. SHOWER STALL W/ SHUTTER PROOF ENCLOSURE.
MIN LESS THAN 1024 SQ. IN. OF FLOOR AREA, AREA To
ECOMPASS A 30" DIA. CIRCLE.
2.- WATER HEATER ON 18" PLATFORM W/ SEISMIC STRAPS
& NON-RIDGID CONNECTIONS. & 2068 SL DOOR W/
12" x 12" G, L. SCRRENED VENTS WITHIN 12" OF TOP
& BOT,
3.- 42" x 60" TUB PER OWNER.
4. - LAVATORY ON CABINET PER OWNER.
5,.- REC'D MED CABINET.
FLOOR PLAN LEGEND
EXIST"G WALLS TO REMAIN
EXIST'G WALLSTO REMOVE
El= NEW WALLS FOR RM ADD
2,N6 PLUMBIC, WALLS
CEILING MUUN I ED LIGHT
WALL MOUNTED LIGHT
110V OUTLET
FUEL GAS
220V OUTLET
OR
GROUND FAUL__ INTERRUPTOR
+
SWITCH
3-WAY SWITCH
I
P+
HOSE BIB HOSE BIBBS TO HAVE A NON -REMOVABLE
BACK -FLOW PREVENTER OR WITH A LISTED
AIR DIF, USER GRILLE ATMOSPHERIC VACUUM BREAKER.
FL
FLUORESCENT
MECHANICAL FAN, MI
5 AIR CHANGES PER HR.
FLUORESCENT LIGHT
ti
LOG LIGHTER
PLUMB FOR ICE MAKER
TELEPHONE JACK
AFI
RECEPTACLE OUTLETS SUPPLIED BY
BRANCH CIRCUITS PROTECTED BY
AN ARC FAULT CIRCUIT INTERRUPTER
# 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-318-95.
3.- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH
11
EXPOSED TO WEATHER
I%"
EXPOSED TO EARTH
2"
PILASTER, BEAM & COLUMN TIES
I 'A,*
FORMED FOOTING AND WALL EXPOSED TO EARTH
2"
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH
31,
SLAB ON GRADE
2`
4,- SPLICE IN CONCRETE;
MINIMUM OF 36 BAR DIAMETER OR 12'WtCHEVER IS GREATER.
5.- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -I 85 AND 1.52,
6-ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-95
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
GRADE 60,
S. 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 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 INIDICATED, PROVIDE
CLASS 0' 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 INA 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 I".
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, 00 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 23-11-13-1 C,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.
8.
SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED
TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE
SHOWER OR TUSISHOWER COMBINATION, MATERIALS
SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY
MOISTURE.
9,
GLASS ENCLOSURE DOORS AND PANELS MUST BE
LABELED CATEGORY Il. NET AREA OF SHOWER RECEPTOR
SHALL BE NO LESS THAN 1024 SQ IN OF FLOOR AREA, AND
ENICOMPASS 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.
I
.2.
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 113 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 210-52 (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 125 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 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 SHALL NOT EXCEED CBC
SECTION 21.8.3 ALLOWANCES.
'19.
NOTCHING i OF EXTERIOR AND 13EARINGINONBEARING
WALLS A
S ALL NOT EXCEED 25%140% RESPECTIVELY.
BORED OLES IN BEARINGINONBEARING WALLS SHALL
NOT EX EED 400/6160% RESPECTIVELY. IN NO CASE SHALL
THE E E OF THE BORED HOLE NEARER THAN 5/8" TO THE
GE
E 1)
DG OF THE STUD (2320A 1.9 AND 2320,11,10)
2-5.
H I-' " ER AND TRIMMER DETAILS FOR DOORS AND WINDOWS
p To 8
AR TO BE SHOWN WITH THE FULL LENGTH TRIMMERS,
S ECIFYING THE SIZE OF THE HEADER AND TRIMMER
(2320.11,6)
21, USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
0
ORAWN
CHECKED
GATE
SCALE
JOB NO.
SHEET
A=1
woh—
M
CC)
SOUTH ELEVATION
FOUNDATION NOTES
1. FLOOR SHEATTNG-
USE 3/4" STRUCTURAL 11 C-D OR C-C
PLYWOOD, MINIMUM PANL INDEX NUMBER
(40/20) T & G, W/ TO D @z 10"O.C. IN THE FIELD
QJN BLOCKED U.NO.)
FACE GRAIN OF PLYWOOD SHALL BE PERP.
TO SUPPORTS.
Cr
2. EXISTING 12"xi8" CON . FOOT'G
C
3. INEW CON BETE FOOTING .12"W x 18" D W/
(1) #4 TOP & BOTTOM MIN.
4, 24" L #4 REBAR DOWELL 6" INTO EXIST'G
FOOT'G TOP & BOTT W/ SIMP "EPDXY"
5. 72"x 6"G. I. 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' 4 61-01' O.C. MAX
12" FRONT ENDS, MIN 2 PER FIELD, 7" MIN ENBED
W/ 2"x 2" x 3/16" PLATE WAITERS (TYP)
. . ..... . ... .
NOTES:
a. vERIFYHRDWR. LOCATION W/ FLOOR PLAN
b. HOLD-DOWN ANCHORS MUST BE TIED INC PLACE
PRIOR TO FOUNDATTON INSPECTION
S`U',lkFACE WATER WILL DRAIN AWAY FROM
BUILDING
d. HOLD-DOWN CONNECTOR DOLTS INTO WOOD
FRAMING REQUIRE APPROVED PLATE ASTIRS,
AND COL -DOWNS SHALL BE TIGHTENE D JljST
PRIOR TO COVERING THE WALL FRAMING
e. AT INTERIOR NON -BEARING WALLS W/ SHOT PINS,
RANSET #3348 OR EQUIVALENT AT 36 - O.C.
UNLESS OTHERWISE NOTED.
f. 5/8" DIA. A. B. MAY BE REPLACED BY 5f8" DIA, THREADED
RODS W/ 5 `/4" EMBED, WITH CIA -GEL 7000 EPDXY SYSTEM
I.C.B.O. EA -4846 (OREQUIVALENT), AT THE SAME SPACING r.
PER 2320. 11. 4 ; CBC
LEGEND
EXISTING FOOT'G
NEW FOOT'G
omm owq& I a a 11 -
Avw*k IL kI
ff
1_0
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AY16 HvK
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Al
r-XIST N E W
0
12
BRACING PANEL
PER 2320.11A CSC
3/8 11 C-C), C-C FDLYUJ'C) eLKE).
UJ/ (od 0 6" O.C. EN. 4 12" O.C. FN.
2X P.T.DF. SILL CONNECTION W/ 518"o
A.S. 6 3&" O.C.
TOP ANCI-IORAGE WITP A-35 0 le?" O.C.
F FRAMING NOTES
PROVDF ROOF RAOIAN"i JARRi'FP.
PER TWEE 24 AT ROOTF S H E A 1 H I NI G
z : ROOF SHEATHING
/?" CDX PLYWOOD (32/16) OR CSB, UNBLOCKED
D! APHRAGM. W/ NAILING-
8'd @ 6" O.C. SUPPORTED ENDS & BOUNDARY
8d @ 12" O.C. FIELD.
USE (8) 16d to TOP PLT. CHORD SPLICE W/ ST 6224
(USE IX6 c'O
UD SHEATHING OR A-C GRADE PLYWOOD
AT EAVES & OVERHANG)
2, PROVIDE 4X POST AT EACH END OF 4X110 OR
i �j LARGER MEMBERS, DOUBLE STUDS FOR 4X8 SINGLE
STUD FOR 4X6 OR SMALLER MEMBERS
3. WHERE
DOUNALING'BLE 2x SOLE PLATES ARE USED. -PROVIDE
PIRGRESSiVE .
4 11 1 AU NAILS ARE COMIMON NMS.
AL L STUDS @ 116" O.C. MAXIMUM.
N -L LAG
' BOLTS F(_3) TO BE 8ON- INSTALL 'ED
WMPILO iHbi_ANDWRFNCH,
RAMING EMBERS ORS
P BLOCKINGY SHEETS SHALL IRF N SHEPROVIARDE
L OF L 1AI'D I
3.
ALL. Pj YWOOD PANELS SHALL BE
M NUA',TURED USING EXT RIOR GLUE,
2 LAYERS OF 15- FELT SHALL BE USED AT
ALL STUCCO APPLIED OVER P> YWOOD.
ii 12
lo, s t,-- E DETAILS FOR ALLOWED BORING
AND NOTCHING OF STUDS AND JOIST
I. SEE DIET SDi FOR TYP_ EXTER!OR
WALL FRAMING
12, M!1N. 2X6 STUDS @ 16" O.C_
A�
T PLUMBING WALLS,
13ROOF DIAPHRAGM NAILING TO BE INSPECTED
BEFORE COVERING. FACE GRAIN OF PLYWOOD
SHALL BE PERPENDICULAR TO SUPPORTS
1, 4- DOUBLE JOIST ARE REQUIRED �JNDER PARALLEL
BEARING PAR -iTIONS
ROOF SHEATING
1/2" CDX, 24/0 INDEX PLYWOOD W/ 8d COMMON NAILS
@ 10" o/c FIELD. EXTERIOR GRADE
INDEX 32116 UNBLOCK UNLESS NOTED. PROVIDE ROOF
RADIANT BARRIER PER T-24 AT PLYWOOD UNDERSIDE
ROOFING MATERIAL
ASPHALT SHINGLE CLASSB'OR BETTER TO MATCH
EXISTING S.F.R. W/ # 15 FELT UNDERLAYMENT
A
-ROOF FR`AM'G" F"'DAN 3C=lll4=1'-0'9
REVISIONS I BY
98 SQ FT.
ADWN (N) BATHRM.
SHEET
A=21
OF SHEETS
PRINTED ON CLEARPRINT 1000H.
PREPARED B
4'-U'' MIN, LAH
/r— (2) 16d STUD
k8) 16d @ MIN. CL 3-1/2-
T O.c_ x STLID
(FILLER)
( D STUD --, MAX
LAP TOP PL 16 d 0 16
T-41-F
PM PER PLAN
(A MIN)
AX4 cpurn
HDR.
MIN.
16d @ 2
O.C,FAC
NAIL
2X TRI
KING S
@ JAMB
2) 10d
EA. SIDE
TO PLT
it
4; . .....
E
(3) 16d E.N.
Typ.
A'R &
TUDS
(2) 16d E.N.
TO 2X SILL
YP.
T.N, V
STUD
2/
HOLDOWN (HOA)
PROVIDE IX6 LE I -IN
BRAC'G (IF NO SHEAR 4 PER PLAN
WALLS OCCUR) @ 60
B
MAX. CD 4,5' MIN. Wl/ + 6Z?V,
so _,, Ta
(3) 8d EA. END & EA.
A
STUD BRACE EA. +
CORNER @`25'0.�'. MAX. 5 2X 2-2X
OR 3X
SIMPSON
PROVIDE 2X FIRE I I PER PUN
.-�
BLOCK WHERE WALLS MINLe PER
EXCEED 10' Ht & A f AL I EMBED SCHEDULE
CL'G & SOFFIT LINES
6pp 2X STUIDS 3` MIN. Cu;Ll
SCHEDUIE
TYPE
HD2AIHD5AIHD6A
HD8A
HD10A
H8
4 1/2-5
1116
1/E6
1/816
1/81
SB
2 1/2
- 3-
1/2g'.3
1/2t
3 1/2-1
CL
1 1/2
1/112
.3
qlj2
1p�
2 1/161
SO
1/41
1/2'
3/4-13/e
3/4'
j5mms
16
20
28
28
28
mNLbem
12'
16'
24'
24'
24'
2 PO
20
24
34
34
34
Le
am
*
16
20 '
28'
28'
_2T
N
2775
4010
5100
-T4E-
9 5QQ
2775
14010
5100
7+60
95
z
1:�, Tr�-_/k F- -T- It N"
�P 16" O�C.
� 2X 'ju R. 1 R.
OX6 STAR
PER PLAN TER BOARD
Z
6 �
! -
4X4 POST WHERE
OCC"S W/ ST"-215
LOADS WED ON MIN 4X POST SIZE OR
NOTE COI�RETE STEM WALLS SHALL BE MAX MCHOR LOAD.
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IN UEU OF 2X BLOCKING. 6- 2X4 TIES Q 48" D.C. W1 5*,`4t A.S. T' ENBEDEMENT
IN THE LOWER 1/3
5- 2X RAFTER 'CALIFORNIN 7- 3- 16d TYP.
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6- PLYWD SHT'G PER PLAN TO RAFTER
'CALIFORNIA' FRAMED
RIDGE GIRDER HANGER Ca)
ROOF
Al NEW FNT'G A.B, AT EXISTING FTN'G
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ANCHOR A HOT WATER HEATER OF SPAN QFSPAN OF SF -'AN ONt.y
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TANK NEED TO BE BOLTED TO ALLOWED U.N.O. EX15TiNG 4" 12"
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40/ D 13/8` 2/8 3" EACH OTHER,
2-2x TOP 6- G.I. MUDSCREED AT EXT, WALL!
CHECKED:
31/4" 41 7- A-35 @ 16" O.C. 607 6 4 SIMP. ST18 AROUND OR BEAM
2001 CBC CORNER TO TOP 8- 2X4 P.T. MUDSILL W/ A,B, DATE:
SECTION 2,520.11.9- 2320,11,10 OR LAP 1�_ d0 PER PLAN W/ 2/2"X2--/2!t X
5t 8" 5.5j '/4" THK. PLATE WASHER JOB NO:
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SHEET NUMBER:
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BORED OR NOTCHED STUDS NTS TOP PLATE TIE 0 HIP FXTERIOR FOOTING SDI
..................
project Title Date
W Projectddress
Building Permit#
LA tA ;A / —Date '
Docum4ntation Author Telephone
I'-.X ,-- I:p ZPA Field Check/Date
GEN91LA
Total Cttt t*lt3Average
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Conditi'
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Front diw". Ow. North South East West I All Orientations
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Ntunbe� oil b"Hing Units. -
Floor 60n*uction TYIW. Sla wised Floor
circle one or both)
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NUILAMUNVELO
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Corn**
Frame Type
Cavity
Sheathing
Total R-
Location/Comments
Type.
wet = wood
Insulation
Insulation
Value'
U-Factorl
(attic, garage, typical, etc.)
R -Value
R-Value
wall
7*.T
wall
Roof
Arm
Roof
Floor
Floor
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Rear
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MANI)ATORy MEASURES CHECKLIST: RESIDENTIAL (Page I of 2) MF-1 R
Nftb*ed to the Standards mud contain these- nle es regardless ofthe con�fisnce ape ach used
"g, suJ
compliance requirements listed on the Certificate of
the features noted shall be considered by all parties as
�` s Niue t�nap+n�t3#�'�t�s3rtance sl�cetitrtss for- tine rnartdateay measures whetherthey are, shown elsewhere in the documealls
r N/A if not applicable.
D'NOW
DES104ER.
ENFORCEMENT
----------
er's labeled R-Value,
in wo� walls or equivalent U-Factor in metal frame walls
orm
§ day i"mumR-13raisedl rinsulatitiriiii4amedflock-s.
a greater than 03%, water transmission rro
292 ;Slab edge absorption rate 1, rate
lbws me
or ype and form
- i4lied meets i"tion Quality standards. Indicate V
Q1 , - 1 erior Boors, MIUMO wfExfiltration Controls
and unconditionedspaces; designed to limit air leakage.
All
ated) crave label with certified U-Factor, certified Solar Heat
on (exotpA field-f 'abric
products
Gain t dent (SHGQ, and'infil&,,tion -artificsli'M
3. Fxtertoc des and windomas vrcaHtexstripped; all joints and penetrations caulked and sealed.
§ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
§ 150(f). Special infiltration barrier installed to cornply with § 151 meets Cominissionquality standards,
§150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs-
3. I&SOMY andfactory-built fireplaces have:
a. closeabi e metal a glass door
b. outside air intake with damper and control
c. #lrtt damper and control
2: W continuous burning gas pilot lights allowed.
SpaceConditioning, Water Heating and Plumbing System Measures:
110- 113: RVAC equipment, water heaters, showerheads and faucets certified by the Commission.
150(h): Heating Andfor cooling loads calculated in accordance with ASFIRAF- SNMCNA OR ACCA.
150(i): setback thermostat on all applicable heating andlor cooling systems.
150(j): Pipe and tank insulation
I . storage gas water heaters rated with an Energy Factor 1= than 0,58 must be externally wrapped with
insulation having an installed thermal resistance ofR- 12 or greater,
of pipes closest to water heater tank, non -recirculating systems, (R i t -4 or greater
2_ First 5 feet insulated
3. Back-up tanks for solar system, unfired storage tattles, or other indirect hot water tanks have R-12
external insulation orR-16 combined internallexternalimUlatiOn.
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 treating source and indirect hot water tank.
Compliance Forms August 2001
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 oft CF1R
pr_ojvel�t'. �itle� Date
HVAC SYSTEMS
ote: input tonic or combined hydronic (-ata under Water Heating Systems, except Design Heating Load.
Distribution
Heating Equipment Minimum Type and Duct or Heat Pump
Type (furnace, heat Efficiency Location Piping Thermostat Configuration
_1) (ducts, attic, etc.} R-Value Type �y pump, crop} (AFt1E or
(split or packape)
Cooling Equipment Minimum Duct Heat Pump
Type (air conditioner, Efficiency Location Duct Thermostat Configuration
beat Llmr -m- cooliRw (SEER) (attic, etc.) R-Vaiue lyp
SEALED DUCTS and TXVs (car ,Alternative Measuresl,
• Sealed Ducts (At climate Tones}
(installer testing and certification and HERS rater field verification required)
• TXVs, readily accessible (climate zones 2,,nd 845 only)
(installer testing and certification and 11E, RS Rater or field verification required)
[I Refrigerant Charge/Air Flow (climate zoiwa 2 and 8-15 only)
(Installer testing and certification and MRS Rater or field verification required)
OR
0 Alternative to Sealed Ducts andTXV,, (see Package C or D Alternative Package Features for Project Climate Zone)
Climate Zone Window SHCTC Window U-Faetor SEER Healing
WATER HEATING SYSTEMS External it erg 'y I,
Rated, Tank Factor or Taiik
Water Heater Distribution Number Input (kw Capacity Recovery Standby' Insulation
T T * 8 stein or Btuft) rl , L R-Value
Ivne ype in ystem (pations) E f tc!��c ...... Loss 151
--1-- —542—
1. For small gas storage water heaters (rated inputs )fless than or equal to 75,000 Bm/hr), electric resistance, and heat pump water heaters, list Energy
Factor. For large gas storage water heaters (rated input of greater than 75,000 BttVhr), list Rated Input, Recovery Efficiency and Standby lass.
For instantaneous gas water heaters, list rated input and recovery efficiencies.
SPECIAL FEATURES (add lixtra sheets if necessary). Package C and D: TXVs, Sealed Ducts, Radiant
Barriers (see installation requireinents for radiant barriers in Section 8.13 of the 2001 Residential Manual),
Package C: thennal mass (therrinal mass type, covering, thickness and description).
Compliance Forms August 2001
MANDATORY MEASU RES CHECKLIST: RESIDENTIAL (Page 2 oft) "IF-IR
I-owrise residential buildings subject to the Standards must contain these, measurcs regardless of the compliance approach used.
Items marked with an asterisk (*) ma,,, be superseded by more stringent compliance requirements listed on the Certificate of
Compliance. When this checklist is ineorpomted into the permit documents, the features noted -,hall be considered by all parties as
minimum component performance sp�,x�ifcations for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist onty.
Instructions- Check or initial applic,.1ble boxes when completed or enter N/A if not applicable,
DESCRITYnON —_-_--DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures., (continued)
§150(m): Duets and Fans
I . All duets and plenums installed, seated and insulated to meet the requirement of the 1998 CMC Sections 601,
603,604, Standard 6-3; ducts insulated to i, minimum installed level ofR4.2 or enclosed entirely in
and
conditioned space. Openings shall be sealed <<dth mastic, tape, aerosol sealant, or other duct -closure system
that meets the applicable requirements of UL t.31, UL 181 A, or UL 181B. if mastic or tape is used to seal
openings greater than 1/4 inch, the cornbmati�,tL 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 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 plenum,; defined or constructed with materials
other than sealed sheet metal, dact board or fi,,-xible duct shall not be used for conveying conditioned
air. Building cavities and support platforms iiay contain ducts. Ducts installed in cavities and suport
platforms shall not be compressed to cause re: uctions in the cross -sectional area of the ducts.
3. Joints and seams of duct systems and their co%--pnents shall not be sealed with cloth back rubber
adhesive duct tapes unless such tape is used i,,i combination with mastic and drawbands.
4. Exhaust fan systems have back draft or auton 1 irtic dampers.
5. Gravity ventilating systems serving conditiored 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 shall be protected as above or painted with a coating that is
water retardant and provides shielding from �.,)Iar radiation that can cause degradation ofthe material,
§114: Pool and Spa Heating. Systems and Equipment.
I , system is certified with 78 % thermal efficie),cy, on -off switch, weatherproof operating instructions, no
electric resistance heating and no pilot light
2. System is installed with:
a. At least 36" ofpipe between filter and heater for future solar besting.
b. Cover for outdoor pools or outdoor spas,
3. Pool system has directions] inlets, and a circOation pump time switch,
§115: Gas fired central furnaces, pool healcrs,:,pa heaters orhouschold conking appliances have no
continuously burning pilot light_ (Exception: 'on -electrical cooking appliances wjth �dot,<LSO Btu(hr)
§11.8(f): Cool Roof material meet specified cti wria
Lighting Measures:
§150,(k)I.: I-orninaireg for general lighting in 1,rwhens shall have lamps with an efficacy 440lurnew/watt
or greater for general lighting in kitchens. 'Mis general fighting shall be controlled by a switch on a readily
accessible lighting control panel at an entrativ. to the kitchen.
§150 (k)2.: Rooms with a shower or bathtub in to have either at least one lunrinaire with lamps with an
the entrance to the room or one ofthe alternatives to this
efficacy of4O lumenstwatt or greater sWitchctlhit
requirement allowed in § I 50(k)l; and incan4tscout recessed coiling fixtures are IC (insulation cover)
'All
approved,
Compliance Forms
August 2001
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-IR
ProieJ[`_TiCW__ Date
�� Itf019_111A.119���]
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 recognize that compliance using
duct seating 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: Name- —Af4zeL
Title/Finn:
Address: Address: 4,57 AUC-> 06.4r,
Telephone: Telephone:
Lic. #:
C
Enforcement Agency
Name:
Title:
Agency: .06.
Telephone:
(date)
I Compliance Forms
August 2001
T> .. 7- 1
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2017 W. ALCO AVE-
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