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STRUCTURAL MATERIAL NOTES
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LUMBER
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1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR
1. ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR CONFORMING
TO DIVISION 23 (2001C.S.C.)
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WEIGHT HARD ROCK TYPE 4150 "/Cu. FT.). AGGREGATES SHALL
BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WITH.PROVEN
2. RAFTER, BEAMS, PURLINS SMALL BE DOUGLAS FIR NO. UNLESS
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SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05 7
OTHERWISE NOTED - .
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2. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE
GRADE
. WITH ASTM C-94. PLACEMENT OF CONCRETE SHALL CONFORM TO
3. JOIST, PURLINS 2" TO 4" WIDE, 6" & DEEPER NO.1
NOA
ACI 301.
BEAMS, PURLINS., OVER 4" WIDE
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3. CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V.
LSUSPURLINS 2- TO 4" WIDE. 6" & DEEPER NONO.1EDGERS NO.2
OR IILOW ALKALL CONFORMING TO ASTM C-150.
STUDS 2" x 4" OR 3" x 4" STUDS
.
4. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT AGE OF
STUDS 2" x &* NO.1 1
28 DAYS FOR*
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POSTS 5" x S"AND LARGER NO.1
SILLS. PLATES AND BLOCKING NO.2 I
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FOOTINGS 2500 PSI
4. SILLS AND PLATES IS CONTACT WITH CONCRETE OR MASONRY AND �
101 " 11. .
SLAB ON GRADE 2500 PSI
SIDE WALKS 2000 PSI
WITHIN 4V' OF GROUND SHALL BE PRESSURE TRESTEO DOUGLAS FIR i i
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(PTOF), SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/W* i
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5. MAXIMUM SLUMP SHALL EXCEED 4"
DIAMETER x 10" BOLTS AT 48" ON CENTER, 12" MINIMUM FROM
,�', � , ,
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1'
6. CONCRETE SHALL 13E MAINTAINED IN A MOIST CONDITION FORA
ENDS OR 2 BOLTS MINIMUM PER PIECE, UNLESS NOTED OTHERWISE.
MINIMUM OF 5 DAYS AFTER PLACEMENT. ALTERNATIVE METHODS
S. STUD WALLS ABUTTING A CONCRETE OR MASONRY WALL SHALL BE �
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WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE
BOLTED TO THE WALL WITH 5/8" ANCHOR BOLTS AT 24" ON CENTER.
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. ASSURED.
6. ALL NON BEARING STUD WALLS SHALL BE 2 x STUDS AT 16 O.C.
7. ALL REINFORCING STEEL. ANCHOR BOLTS. DOWELS AND OTHER
WITH 5R, GYP. BOARD EACH SIDE, UNLESS OTHERWISE NOTED.
INSERTS SHALL IRE SECURELY FASTENED IN THE FORMS BEFORE
7. ALL STUD WALLS SHALL HAVE FULL HEIGHT I x 6 DIAGONAL
CONCRETE IS POURED, ADEOUATE CLEANOUTS SHALL BE PROVIDED
.
LET -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 25 FT.
IN BOTTOM -OF CONCRETE FORMS FOR PROPER CLEANIOUT AND
O.C.1UNLESS OTHERWISE NOTED ON PLANS.SRACES SHALL COVER A I
INSPECTION.
1
mmum OF SIX,STUO SPACES,
81, VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE
S. COMMON NAILS SHALL BE USED.
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GENERAL PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION
SPECIFICATIONS ST-26.
.
9. FIRE BLOCKING 2 x 11/2" THICK, SHALL BE PLACED IN STUD
WALLS AT CEILING AND FLOOR LEVELS. AT EACH IV HEIGHT OF
-
F COLUMNS, BEAM. WALL, ETC. SHALL
STUDS. AND BETWEEN STAIR STRINGERS AT SUPPORTS.
BE FORMED WITH 31t" CHAMFERS UNLESS DETAILED OTHERWISE,
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10. JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED
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10. CONCRETE CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE
AT INTERVALS OF &WHERE JOISTS ARE 2 x12 OR DEEPER,
. DESIGN MIX TO THE ARCHITECT AND ENGINEER OF RECORD.PRIOR TO
STARTING,THE WORK,
11. MAXIMUM UNSUPPORTED HEIGHT FOR NON -BEARING PARTITION SHALL
11. NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE
BE z
2 x 4 0 16" D.C. UP TO 14'-0' 1
IN EXCESS OF 95Q F.
2 x 6 0 16'* O.C. UP TO 20'-V'
I"
2 x 8 0 16" D.C. UP TO 26'-O" 1
12, WIRE MESH LAP 4ENO & SIDE) SHALL BE ONE FULL MESH -2. .
Q. PROVIDE. DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
il BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM %J' AND A
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MAXIMUM Yr." LARGER THAN THE BOLT DIAMETER,
PLYWOOD
14 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 8 SO, FT. WITH A
REINFORCING STEEL I
MINIMUM DIMENSION OF 2 FEET.
3.1 SEE FRAMING PLAN FOR DIAPHRAGM NAILING SCHEDULE. NAILING 1.
REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED
SHALL BE INSPECTED AND APPROVED BEFORE COVERING.
BARS AS FOLLOWS -
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FOOTING, SLAB ON GRADE,
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MASONRY. AND SENT DOWELS, TIES -
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3 BAR AND SMALLER ASTM A-615 GRADE 40
1
14 BAR AND LARGER 1, ASTM A-615 GRADE 60
1 2.
DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH
ASTM A-305 AND SENDING IN ACCORDANCE WITH AC1318-95.
3.
MINIMUM CONCRETE COVER OVER REINFORCING RESAR FOR :
1. FOUNDATION HAS BEEN. DESIGNED ASSUMING MINIMUM ALLOWABLE
(EXCEPT AS NOTED OTHERWISE)
SOIL BEARING PRESSURE PER 2001 CALIFORNIA BUILDING ,CODE SHALL
NOT EXPOSED TO WEATHER OR 'EARTH T.
BE AS FOLLOWS.,
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EXPOSED TO WEATHER I I W,
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CONTINUOUS - FOOTING : 1000 P.S.F.
1 ISOLATED FOOTING ' 1000 P.S.F.
EXPOSED TO EARTH 2-
PILASTER. BEAM & COLUMN TIES i I/f.
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FORMED FOOTING AND WALL EXPOSED TO EARTH 2-
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2. ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM I
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1UNFORMED ,FOOTING AND WALL EXPOSED TO EARTH 3"
SLAB ON GRACE . 2"
.
UNDISTURBED NATURAL: SOIL, OR APPROVED COMPACTED FILL AND
.
- ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE. 4.
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SPLICE IN CONCRETE - I
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3. ALL FOOTING,. -SHALL BE CENTERED ON PILASTER AND/OR WALL AND
MINIMUM OF ,36 BAR DIAMETER OR 12" WHICHEVER IS GREATER,
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COLUMN UNLESS OTHERWISE NOTED. ,
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WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82� .
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4, FINISH- FLOOR (F.F.) EXCAVATION SHALL BE AS NOTED ON GRADING
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PLANS.I.. , 1 6.
ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS
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5. THE CONTRACTOR ,SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
'PROCEDURES ANCLUDING LAGGING, SHORING AND PROTECTION OF ANY 7.
OF AC1318-95. I
ALL REINFORCING STEEL, DOWELS. ANCHOR BOLTS, INSERTS, ETC.
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. ADJACENT PROPERTY. STRUCTURES, STREETS AND UTILITIES IN
SHALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE
ITH ALL NATIONAL,STATE AND LOCAL SAFETY
i ACCOROAqCE :W �
OR GROUT,
'
ORDINANCES. I S.
ALL REINFORCING STEEL SHALL CONFORM TO THE ,.REOUIREMENTS
.
OF ASTM A-616 GRADE 60,
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6. ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON 9.
ALL REINFORCING BAR SENDS SHALL BE MADE COLD.
- .,
DRAWINGS: DCTPJLS,-,MD/OR SCHEDULES.
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7• ALL FOOTINS AND PIERS SHALL BE CENTERED UNDER THE BUILDING 10.
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BAR a )L
ALL REINFORCING' �t 'SHALL BE FREE FROM G EASE, RUST, MILL
SCALE OR ANY OTHER FOREIGN -MATERIAL WHICH MAY AFFECT THE
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COLUMNS. (UM.O.) . 11
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BARS ABILITY TO BOND TO THE MORTAR.
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8. ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS 11.
REINFORCEMENT THAT IS PARTIALLY EMBEDDED IN CONCRETE SHALL
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SHALL BE REMOVED AND RELOCATED.
NOT BE FIELD BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE
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9 . ALL PPES,DUCTS, AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF
ORAWM 04 WITfW, THE WRITTEN APPROVAL OF THE ENT ER OF RECOW.
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11
I THE FOOTING, (THE "PRESSURE 20NE,EXTENDING BELOW THE FOOTING.
BASED ON A.2 HORIZONTAL TO I VERTICAL 'SLOPE). SHALL BE SLEEVED 12.
ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS
`.
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THROUGH CONCRETE CAST -IN -PLACE AT THE FOUNDATION POUR.
ON THE DRAWINGS., WHERE LAP AND/OR SPLICE LOCATIONS ARE
NOT SPECIFICALLY .INDICATED, PROVIDE CLASS "C" SPLICE PER
,
10. FOUNDATION MAY cSE SUBJECT TO STRUCTURAL REVISION IN THE FIELD'
- SCHEDULE. ALL -SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
,
DUE TO POSSIBLE VARYING SUBSURFACE CONDITIONS.
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
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FABRICATION. 11 .....
13.
PLACING TOLERANCES AND OAR SUPPORTS SHALL CONFORM TO THE
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MANUAL OF STANDARD, PRACTICE FOR REINFORCING CONCRETE
V
CONSTRUCTION. BY WORSi.
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�� FQLLN2LATES/5ILLS �.., 14.
- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE
'ATION
LESS THAN Ill. NOR I BAR DIA., NOR .b.t. MAX. AGGREGATE SIZE.
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L FOUNDATION -PLATES OR SILLS SHALL,SE SOLYED, TOTHE FOUNDATION
BARS IN SECOND LAYER SHALL BE DIRECTLY' -ABOVE BARS IN FIRST
OR FOUNDATION WALL WITH NOT LESS THAN %" CIA. STEEL BOLTS
LAYER, MIN. DISTANCE BETWEEN LAYERS - 1-.
.
EMBEDDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND
.
-14. . ".
'SPACED NOT MORE THAN 64" APRART. THERE SHALL BE A -MINIMUM
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I OF t2)SOLTS PER PIECE WitHONE BOLT LOCATED WITH 12" OF
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EACH END OF EACH PIECE. A PROPERLY SIZED NUT AND WASHER
SHALL ON EACH BOLT TO THE PLATE. FOUNDATION
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SL 'AND SILL SHALL BE THE KIND OF WOOD SPECIFIED IN SECTION
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. 2306.41��O F THE ,2001 C.B.C.
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� TITLE 24, SUMMARY
MARY
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- ENERGY TITLE 24) REQUIREMENTS
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INSULATION 3
ATTIC R-30 , v
*,,w4,v,0K_ , . . A
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FENESTRATION x FENESTRATION -._.U-FACTOR#t0,-A MAX
SHGC- J� MAX
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A/C EFFICIENCY N/A I .��
. . RADIANT BARRIER x EMISSIVITY LESS OR EOUAL TO 0.05
. INSTALLED TO COVER ROOF TRUSSES AND I
GABLE END WALLS AT ATTICS
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I I I GENERAL NOTES I
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I 1. ALL, WORK SHALL BE DONE IN ACCORDANCE Wf THE 2001 1
CBC, PLUMBING, ELECTRICAL AND MECHANICAL CODES,
1
2.. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
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1 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 DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN
. THE DRAWINGS. I I - .
4 PREPARATION OF BUILDING SITE SHALL BE PER
. . SECTION 3302 CBCAALL STUMPS AND ROOTS SHALL
BE REMOVED FROM E SOIL TO A DEPTH OF'AT LEAST
12 INCHES BELOW THE SURFACE OF THE GROUND TO '
BE OCCUPIED BY THE BUILDING) .
11
. 5. ALL NAILING TO COMPLY W/ TABLE 23-11-B-1. CBC
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OCCUPANCY GROUP R-3
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2001 CSC. SEE NOTE 1" BELOW FOR S.0, IN
RECESSED MINI LIGHT
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ANALISYS
iAREA
LOT AREA
6897 sq ft
EXISTING SFR
-
. 840 sq ft
EXISTING GARAGE
360 Sq ft
PROPOSED ADDITION
' 14 �(, sq ft ,-
,
TOTAL LIVING AREA
I . -
I *qq, ,,sq ft
...
TOTAL CONSTRUCTION
-
I 'f��6�sq It
LOT COVERAGE
.
23.47
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FLOR PIS A N __2
1 -
1. 2X6 PLUMBING WALL )
2.. 2T'X30" ATTIC ACCESSC?idk)6' " 0 .
-r
3. I SHELF' AND "),�101'
w � ins_RjRTICN
4. RE,C*D MEDICINE CABINET T z
5. REMOVE EXISTING BEARING WALL .,1w : 'STORY ;;t.
AND PROVIE HOR. PER FRAMING PLAN _ -W;,�,,- eedok(I 01� )
6. NEW10;060 BTU MIN. - a
,�- '
�
I
II.
.
CAPACITY NAT. GAS WALL HTR_.
PROVIDE FUEL GAS. �' vc-, ove-w0 -_
7. CABINET PER OWNER <, ' ' z N� `.
- -8- FLOOR FINISH TRANSITION- ..1 w-mo
LAVATORY, -F k, +"N
0
10. TOILET.0.6 GAL PER FLUSH MAX) 0 . . 4J_; .
11. F.G TUB AND SHOWER. 0 � '11_0.._A
. a: ,
u
-pq:4 *i11A!P0a-f-4910 >_F giombo*ffp0i-x 'z. ___1:
. <
CONC. LANDING 4" BLW. THRESHOLD DRAWN)05'.: ,
MAX ..
. JOB NO: , . 11
4
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z",
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I. Ir III I % �
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E41ST'G PROP-0
CONST'N CONST'N
I
EXIST'G PROP*D
CONST'N___ _M_N9T'N
12
4 (TO MATCH
EXISTING)
ELEVATION NOTES
1, WEEP SCREED PER 4
2 STUCCO EXTERIOR TO MATCH �2
EXISTING
3 2X4 RAFTER TAILS EXPOSED
PAINTED z TO MATCH EXISTING
4 ASPHALT SHINGLE TO MATCH
EXISTNG.
5 PROVIDE SAVE VENTS PER "ATTIC 2
VENTILATION NOTE" AND DETAIL_7A2 J
6 12" R. G.I. SCREENED DORMER
VENT. PAINTED TO MATCH ROOFING ATTIC VENTILATION:
ATTIC AREA- 416 SO FT
ATTIC VENT REO'D- 400 SO IN
PROVIDE (2) 12"R DORMER VENTS
GOOD FOR 300 SO IN.
AND PROVED (12) BLOCKS
VENTS PER DET D �
I
EAST
NOE AMING TS
FR
71 P/ Get PROVIDE ROOF RADIANT BARRIER
PER TITLE 24 AT OF SHEATHI RONC
ROOF SHEATHING
1/2" CDX PLYWOOD (32/16-) OR OSB, UNBLOCKED
DIAPHRAGM. W/' NAILING-
8d 0 6" O.C. SUPPORTED ENDS & BOUNDARY
8d @ 12" O.C. FIELD.
USE (8) 16 0 TOP .PLT. CHORD SPLICE W/ ST6224
(USE 1X6 SOLID SHEATHING OR A-C GRADE PLYWOOD
AT EAVES & OVERHANG)
2. PROVIDE 4X POST AT EACH END OF 4XI0 OR
LARGER MEMBERS, DOUBLE STUDS FOR 4X8 SINGLE
cl STUD FOR 4X6 OR SMALLER MEMBERS
PROP'D EXIST'G
_CONST'N CONST'N 3. WHERRE ESDOUBLE AILING2x SOLE PLATES ARE USED, PROVIDE
SOUTH PROGSIVE N.
Lt:UtANU
4. ALL NAILS ARE COMMON NAILS.
6
so,
to W .5. ALL STUDS 0 16 6.c. MAXIMUM.
------- so
4- — — — EXISTING FOOT'G Vill
L-5'-O 6. ALL LAG BOLTS (LB) TO - BE 8" LONG INSTALLED
WITH PILOT HOLE AND WRENCH.
NEW FOOT'6
Oil C%
O4X8 HDR 7. FRAMING MEMBERS OR BLOCKING- SHALL BE PROVIDED
2X P.T.D.F, SILL W/ rl
FUNDATION NOTES
—"N AT ALL EDGES OF ALL PLYW`D SHEETS IN SHEAR WALL.
A.B.S DIAM SIMP U26
SDI
I AT ;:EA, JOIST 'E,
0 48" O.0 1. FLOOR SHEATHING TO BE )(4" T&G PLYWOOD W/ 8.- ALL PLYWOOD PAN I.S. SHALL BE
e ofMANUFACTURED USING EXTERIOR GLUE.
EXT GLUE AND 8d 0 6" O.C. EN/BN, 10" O.C. FIELD
.2
LAYERS OF 150 FELT SHALL BE USED AT
2. LOCATION OF PLUMBING 'FIXTURE. 9, 2 LAY
jo FLUSH BEAIA,'
( ALL STUCCO APPLIED OVER PLYWOOD.
xMW
, .We "
*10K X U 41 io. SEE DETAILS lk,�D�l Sol FOR ALLOWED BORING
N PITCH If
C To 61 AND NOTCHING OF STUDS AND JOISTS
/
V
SEE DET FOR TYP. EXTERIOR
A
Z%
WALL FRAMING I CONC NER, TY
fo
j i.
W�
6'
lg! A
Q,
NMI PANEL BRACING:
gi 2x6 FLR JST
`".,C-D,C�,C PLYW*BLKD.
16" OX 31 % D
A W/- Zd -0 6"
SILL CONNECTION W/ 5/8" DIA,, A.B. 0 48" 4
TOIP; ANCHORAGE WITH A-35 0 16" O.C.
46
7
a
SIh P ST6
_pv__ PLNP-m F
TYP.
ti
UIA &B.'MAY BE RQPLACED.BY
T READED RODS W1 5Y4" EMBED. WITH
C
ALIFORNIA
'A!
CIA -GEL 7000"EPDXY SYSTEM FRAMING AT
p, BEDR
HATCHING
11. 4 . cBC
SAW SP, PZR 2320.
5 'K
ANCHOR BOLT NOTE�
/0 0
MINIMUM NOMINAL ANCHOR BOLT DIA, SHALL BE % INCH
SPACED PER SHEAR SCHEDULE OR 0 6'-0OC.MW
CI
EMBEDED INTO CONCRETE 7" MIN, W/ MIN. DISTANCE FROM
THE END OF SILL PLATES, TO BE 4%" ( AND A MAXIMUM. OF Iff
21.
PLATE WASHERS AMIN. SIZE OF 2" X 2" X 3/jr,") SHALL
FQ_ NIDATION BE USED ON'E-ACH ANCHOR BOLT F.RAMIN.
PLAN
'0
,4
X 7
ANA
CALlf'ORN.1'A ':9270&�
z
-REVISIONS
4'-0" MIN. LAP
(2)16d STUD
1
RIDGE BOARD. OR HIP
PER PLAN
(8) 16d 10 MIN. &RAFTER
LAP TOP PLT.
16d 0 16" O.C.
MAX
2
RAFTER PER PLAN
0 STUD
3
4X4 KING POST
4X4
HDR
91
4
TOP PLATE
MIN.
PROVIDE 1X6 LET -IN
'4
BRAC'G (IF NO SHEAR
5
FLUSH BEAM WHERE
WALLS OCCUR) 0 60
OCCURS WITH PC
16d 0 240'
16d
c
450 MIN. W/
(3) 8d EA. END & EA,
6
SIMP PC
O.C.FACE
(3) 16d E.N.
�STUD 13RACE EA.
NAIL
TYP.
'CORNER 0 25'O.C. MAX.
7.
3- 16d TO RIPPED
KING POST.
2X TRIM'R &
(21 16d E
PROVIDE 2X FIRE
KING STUDS
.
TO 2X SILL
BLOCK WHERE WALLS
6 JAMB
TYP,
EXCEED 10--H. & W ALL
CLG & SOFFIT' LINES
—2X STUDS
0 161, O.C.
(2) 10d T.N. Q
2X P.T.D.F. SILL FELT.
W/15/11; DIA. ANCHOR
EA. SIDE STUD
TO PLT
SOLT W/ 7" EMEIED'T
PER FOUNDATION PLAN.
PROVIDE X B.
@ 6'-0" D.C. & 41/j"
ji
MIN. / 12" MAX, FRM.
END
------------------------
--------------
EXTERIOR BEARING
ALL
e
1- (E) ROOF SHT'G 0/ 2X ROOF RFTR.
2- E.N.
3- 2X BLOCKING (ALT.)
4- 2X CONT. 'SHAPED' W/ 16d 0
6" O.C. TO BLOCK- OR- WITH
2- 16d NAILS TO EACH RAFTER
IN LIEU, OF 2X BLOCKING,
5- 2X RAFTER 'CALIFORNIA!
FRAMED
6- PLYW'D SHT'G PER PLAN
�m
I- EXIST'G RFTR. AND
CEILING JOIST
2- EXIST'G ROOF SHM
3- (EXIST'G BEARING WALL TO
BE REMOVED)
4- NEW FLUSH BEAM PER PLAN
5- NEW SIMP U26-2 TO
EXIST'G R.R. & C.J.
'CALIFORNIA'.ERA MED A FLUSH BEAM
OUTER 1/3 MIDDLE 1/3 . OUTER 1/3
OF SPAN OF SPAN, OF SPAN ONLY 1. 2- 2X TOP PLATE
AT TOP OR BOT NO NOTCHES AT TOP OR BOT
ALLOWEDU.N.O. .2 SIMP. ST6236'
3. NEW OR EXISTING STUDS
OUTER 1/3 MIDDLE 1/3 OUTER 1/3 NOTCHING
OF SPAN I OF SPAN OF SPAN ONLY
AT TOP OR IIOT NO NOTCHES AT TOP OR BOT
ALLOWED U,N.O.
;j
0 0
2X LARGEST Tj
BORING
FRACTION
OF JOIST 2X6 2X8 .2)(10 2XI2 2X14
D/6
1%" 2 001 cec
1/81,
SECTION" 320.8.3
D/3 11/4" 2%" 3" 3Y4" 4
BORED OR NOTCHED JOISTS NTS 15. S, TRAP <?2P TOP PLATE
D
A
I- ROOF SHT'G 0/ 2X ROOF RFTR.
PER PLAN (1X6 STARTER BOARD
SHIPLAP- AT 'EXPOSED EAVES)
2- B.N.
3- (3)- 16d 0 RFTR, TIE
4- 2X BLK'G'W/ k-35 0
O.C.. U.N.O..
a
lblwl'o 1� W,
looMEMO
m;
mummmEm,
I -Y4" FRW EDGE'
1'4 P H
3:
FX 714
A�NT A N A
01
C ALI PORINIVA 9 2 701�
REVISIONS
I.
0
O
PER PLAN
PER PLAN -W/ '2!/2"X21/2, X
6- DBL TOP 'PLATE PER PLAN
.3% L3
1/ - THK. PLATEAS
WASHER HER..
z
7- 2X STUDS 16" O.C. SEE SHEAR WALL SCHED.
9- CONCRETE.'- F,TW6 PEW' PLAN'
.@
OR WD.8M.PER PLAN POR.SHEARITRANSFER 0
12" MIN
,(2)04 REBAR .TOP t: SOT,
SHEAR .MALLS
w.
EXIST'G Ah PROP'D
__CON_9TlN____CONSTN
STL
- BORED HOLES MAX 40Z OF STUD
WIDTH @ BEARING WALLS, 607 MAX.
0 NON -BEARING WALLS.
- NOTCHES- MAX. DEPTH 257 OF STUD
WIDTH @ BEARING WALLS, 407 MAX.
0 NON -BEARING WALLS.
NOTE. NOTCH fk BORE
NOT TO OCCUR ON SAME
STUD WITHIN 36" OF
EACH OTHER.
2001 CAC
SECTION 2320.11.9- 2320.11.10
BORED OR NOTCHED STUDS NTS 110 RIDGE
FRACTION
OF STUD 2X4 2X6 2X8
.257 D
a ,
407 0
2!/ �j!'
3'.'
607, D
2"
V/4 '",
+!A:L_j
8- SHEAR WALL PER PLAN
WHERE OCCURS
i o SHEAR, TRANSFER
AT
I- ST2115 0 48" OCr IN
LIEU OF 2X4 TIES
2- B.N.
3- 2X RIDGE BOARD
4- PLYWD ROOF SHEATHING PER PLAN
5- ROOF RAFTERS PER PLAN
6- 2X4 TIES 0 48" O.C.
7- 3- 16d TYP.
8- CJ / TIE PER PLAN W/ 4- 16d
TO RAFTER
PZR E P A RE D BY:
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page I of 3) 1CF--1R
P—W-5�1
Pr4ject Title
Project Address BUWiagPermit #
Do�/enttation Author
-kce,^ P Plan Check / Date
4�
CoEinpliance, Method (Package or Computer) Climate Zone Field Check / DateA a,"— I leP I ).Ff, I
GENERAL MORMATIO 2 16>
Total Conditioned Floor Area Average Ceiling Height: ft
Conditioned Slab Floor Area fe
Building Type:
e>�,, Single Family _><Addition
(check one or more) Multi -Family Existing -Plus -Addition
Front Orientation: �brth / Sou 7 East est I All Orientations
-�5 (mputfiontor! in degrees from Thm North and circle one)
Nurriber of Stories
Number of Dwelling Units -
Floor Construction Type: one or both)
RADIANT BARRIER(required zones .2,4,8-15) Required for this submittal yes no
BUILDING ENVELOPE INSULATION
Component
Type
Frame Type
wd = wood
sd = steel
Cavity
Insulation
R-Value
Sheathing
Insulation
R-Value
Total R-
Value'
Assembly
U Factor'
Location/Comments
(attic, garage, typical, etc.)
Wall
F-5
Watt
Roof
Roof
Floor
Floor
Slab
For prescrinfive pqMpLignce Total R-Value and As§gm_blv U-_Factor are not required for a wood -framed wall that meets cavity R-value
insulation LMlmmerits fa
r the Prescriptive Package.
FENESTRATION
Shading Devices
M-- W, ZA
frw0et-P < q&l AUA>W-t5P
Compliance Forms August 2001 A-2
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (]Page 2 of 3) CF-IR
PI4biect Title Date
HVAC SYSTEMS
Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load.
Distribution
Heating Equipment Minimum Type and
Type (furnace, heat Efficiency Location
pump, etc.) (AFUE or HSPF) (ducts, attic, etc,)
Duct or
Piping
R-Value
Thermostat
Type
Heat Pump
Configuration
(split or package)
NIz-- OrAv—
NhN
L
f4l
.4
Cooling Equipment Minimum Duct
Heat Pump
Type (air conditioner, Efficiency Location
Duct
Thermostat
Configuration
heat pump, eva2. cooling) (SEER) (attic, etc.)
R-Value
lyge
(split or pack-ag)
SEALED DUCTS and TXVs (or Alternative Measures)
0 Sealed Ducts (all climate zones)
(Installer testing and certification and HERS rater field verification required)
0 TX -Vs, readily accessible (climate zones 2 and 8-15 only)
(Installer testing and certification and HERS Rater or field verification required)
0 Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only) 0---
(Installer testing and certification and HERS Rater or field verification required)
OR
0 Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone)
Climate Zone Window SHGC Window U-Factor SEER Heating
N,1A
WATER HEATING SYSTEMS 64��K/A,-'�
Energy' External
Rated' Tank Factor or Tank
Water Heater Distribution Number Input (kw Capacity Recovery Standby' Insulation
Type ime in System or Btulhr) (Lallons) Efficiency Loss R-Value
1. For s 00 Btu/hr), electric resistance, and heat pump water beaters, list Energy
Factor. For large gas storage water heaters (rated input of greater than 75,000 Btuft), list Rated Input, Recovery Efficiency and Standby Loss.
For instantaneous gas water heaters, list rated input and recovery efficiencies.
SPECIAL FEATURES (add extra 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 (thermal mass type, covering, thickness, and description).
Vm�
Compliance Forms August 2001 A-;
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-IR
12- -
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 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:
Name: X,
Title/Finn;
c,2 t", r
Title/Finn:
Address:
Address: -Z-e-7 1
i ,� E-r-
Telephone.
7.
5, 0 Te e one:
ep"",
Lic. 4:
(signature)
'(dale) tore)
(date)
Enforcement Agency
Name: ^--L—
Tide: PT 9
Agency:
T elleph e:
(date)
Compliance- Forms August 2001 A-4
PH 1714 )319—I'q0-;L
FX 714
W
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HEVISIONS
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DRAWN:
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