HomeMy WebLinkAboutB16-1094 056-270-023,NO -
CON5TRUCTION TYPE V -B
JOB DE50RIPTION:
1. REMOVE EXI5TING REAR PATIO.
2. FAMILY ROOM ADITION OF 16' X
32' TO THE REAR 51DE OF EX15TINC-7
DEYNELLING.
3. COVERED PORCH 4' X 16'
AREA CALCULATIONS
1. EX15TING CONDITION TO 5QUARE
FOOTAGE= 881 5Q. FT.
2. PROP05ED 5QUARE FOOTAGE = 512
3. TOTAL CONDITIONED 5QUARE
FOOTAGE EQUAL5 13113 5Q. FT.2
4. TOTAL COVERED DECK 5QUARE FT =
64 FT.2
PLANS CONFORM TO THE 2013 CALIF. BUILDING CODE ( CBC) ,2013 CALIFORNIA RESIDENTIAL CODE (CRC), 2013 CALIFORNIA MECHANICLE CODE ( CMC ),2013 CALIFORNIA PLUMBING CODE ( CPC ), 2013 CALIFORNIA ELECTRICAL CODE ( CEC ), AND 2013 CALIFORNIA ENERGY CODE ( CM
SYMBOLS KEY: � = WALL LINE
A= SHEAR WALL SCH.
# = CROSS SEC. / PG NUM.
PG
® = FOUNDATION WALL/ DETAILS
PG A = CONST. DETAIL / PG #
Q �
PERMIT
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE ��BY f-
SCALE: 1 " = 20 FT.
TITLE SITE PLAN
NId'N0SN3oun
tp unAAi= nJ=cfr-AIC
' CAD GENERATED HOUSE PLANS
*3-D VEIWS
`PULL PERM T SET'S
DESIGNED HOW "YOU" LIKE
JIM PEPPLER
(530) 872-3339 HM,10FF
(530) 514-3991 CELL
PO BOX 1646
PARADISE CA 95967
SIGNED BY:
DATE:
v
J
uj c�
W
Z)
>' o
OC v
cr n
Z®
U6
o�
wa&
1 --
DATE: 4-14-16
CHK. 1 6-29-16
CHK 2 1-18-16
I ISI D EX
SITE PLAN
9
FLOOR PLAN
Z
ELEVATIONS
3
FOUNDATION
4
ROOF PLM
4
SECTION
4
ELECTRICAL
3
STRUCTUAL
S1
STRUCTUAL
S2
STRUCTUAL
S3
JUI 1
4040 1
-EX15TIN6 RE5IDENCE I PROP05ED ADDITION
ROP R .
LIVINO AREA
r
PLANS CONFORM TO THE 2013 CALIF. BUILDING CODE CBC 2013 CALIFORNIA RESIDENTIAL CODE CRC 2013 CALIFORNIA MECHANICLE CODE CMC 2013 CALIFORNIA PLUMBING CODE CPC 2013 CALIFORNIA ELECTRICAL CODE CEC AND 2013 CALIFORNIA ENERGY CODE CEC
SYMBOLS KEY: � = WALL LINE
A= SHEAR WALL SCH.
# =
PG CROSS SEC. / PG NUM.
® = FOUNDATION WALL/ DETAILS
0A = CONST, DETAILI PG #
PG
—1°9
PERMIT #
y3 f
BurrE COUNTY SERVICE
REVIEWED FOR
CODE C MPLIANCE
DATE
SOLE: 1/4 " - 1 FT.
N-id'N0SN3pun('
/D Ljf-)AAC riccl II^A/fl
'CAD GENERATED HOUSE PLANS
' 3-0 VE1WS
FULL PERMIT SETS
DESIGNED HOW "YOU" LIKE
JIM PEPPLER
(530) 872-3339 HMIOFF
(530) 514-3991 CELL
PO BOX 1646
PARADISE CA 95967
SIGNED BY:
Qu
w
0
c.
i
IN
Q
Q
cc
uj
Z)
Q
c
0
0
S
REVISIONS
DATE' 4-14-16
CHK. 1 6-29-16
CHK 2 7-18-16
INDEX
SITE PLAN
1
FLOOR PLAN
2
ELEVATIONS
3
!
I
f
4
-----! -----------
4
----------------- ----------------- -------------_.. -------------- -...
3
t o
I I I
II f
STRUCTUAL
II
PATH I
S2
!
II
BEDROOM i II
II
m
m I
!
i ;i------------------
is 12'-0"
a
0
-
m
il
I 1 .--------------------------------------------------- --_ _................................. ------ . ----------------1---------------`
--------------------------------,
.
i
KITCHEN
PATIO ! !
N
LIVING
!
I
I
! I I
!
!
I ......................1..----..... -- -------................... ............... -......................-------......------......
..----------------
II
I...--- ------------ —1
-
I
I
a
I
I
I
I 4040 I
!-_
-------------I-------------
—1
24'-6"
711 12'-0"
EX15TIN6 FOOTPRINT
LIVING AREA
JUI 1
4040 1
-EX15TIN6 RE5IDENCE I PROP05ED ADDITION
ROP R .
LIVINO AREA
r
PLANS CONFORM TO THE 2013 CALIF. BUILDING CODE CBC 2013 CALIFORNIA RESIDENTIAL CODE CRC 2013 CALIFORNIA MECHANICLE CODE CMC 2013 CALIFORNIA PLUMBING CODE CPC 2013 CALIFORNIA ELECTRICAL CODE CEC AND 2013 CALIFORNIA ENERGY CODE CEC
SYMBOLS KEY: � = WALL LINE
A= SHEAR WALL SCH.
# =
PG CROSS SEC. / PG NUM.
® = FOUNDATION WALL/ DETAILS
0A = CONST, DETAILI PG #
PG
—1°9
PERMIT #
y3 f
BurrE COUNTY SERVICE
REVIEWED FOR
CODE C MPLIANCE
DATE
SOLE: 1/4 " - 1 FT.
N-id'N0SN3pun('
/D Ljf-)AAC riccl II^A/fl
'CAD GENERATED HOUSE PLANS
' 3-0 VE1WS
FULL PERMIT SETS
DESIGNED HOW "YOU" LIKE
JIM PEPPLER
(530) 872-3339 HMIOFF
(530) 514-3991 CELL
PO BOX 1646
PARADISE CA 95967
SIGNED BY:
Qu
w
0
c.
i
IN
Q
Q
cc
uj
Z)
Q
c
0
0
S
REVISIONS
DATE' 4-14-16
CHK. 1 6-29-16
CHK 2 7-18-16
INDEX
SITE PLAN
1
FLOOR PLAN
2
ELEVATIONS
3
FOUNDATION
4
ROOF PLN
4
SECTION
4
ELECTRICAL
3
STRUCTUAL
S7
STRUCTUAL
S2
STRUCTUAL
S3
PG
ki
TITLE mmu"OR
LIFA'N
L -- - -- - ------------------
— J
ELECTRICAL LEGEND
SYMBOL
DESCRIPTION
a�
METER SOCKET
3
PANEL. BOX
4
ROOF PLN
4
CEILING FAN WI LIGHT
R
RECESSED FLUORESCENT
3
LIGHT FIXTURE
- }-
11 OV CEILING LIGHT FIXTURE
3
11 OV RECESSED LIGHT FIXTURE
S4
11 OV SAVE LIGHT FIXTURE
S2
STRUCTUAL
NO
11 OV CHANDELIER LIGHT FIXTURE
-
\T
Y
110V WALL. LIGHT FIXTURE
-
SINGLE POLE SWITCH
THREE WAY SWITCH
+R-
FOUR WAY SWITCH
V
DIMMER SWITCH
-
OUTDOOR SWITCH
11 OV DUPLEX RECEPTACLE
:016-
ARC FAULT INTERRUPTED
-
11 OV DUPLEX RECEPTACLE
GROUND FAULT INTERRUPTED
:0 :F
11 OV DUPLEX RECEPTACLE
W,' WEATHERPROOF COVER
,I
11 OVFLOOR MOUNTED
DUPLEX RECEPTACLE
240V RECEPTACLE
<
TELEPHONE JACKS
TELEVISION JACKS
DOOR BELL PUSH BUTTON
_a
THERMOSTAT
s�
SMOKE DETECTOR
FEEEXHAUST
FAN
°'
DOOR CHIME
0
FIRE ALARM PANEL.
(D -
COMPUTER POINT
N 11 11
FEXI5TING RIGHT 51DE;
------------------------------------------
mm
ELECTRICAL PLAN
I
50ALE.................................114" = 1 FT.
PERMIT #�-- sERVICEs
BUTTEcRE�jEWED FOR
CODE COMPLIANCE
_ 1� --BY--
DATE�------ - --
SC,A.LE. 1
1
FLOOR PLAN
2
ELEVATIONS
3
FOUNDATION
4
ROOF PLN
4
SECTION
4
ELECTRICAL
3
STRUCTUAL
S4
11�
S2
STRUCTUAL
S3
�
GENERAL ELECT IGAL NOTES PER GEC 2010
1, ALL FIRE ALARMS SHOWING ARE TO INCLUDE CARBON
MONOXIDE DETECTION, AND SHALL BE INTER-
CONNECTED.
2. ALL RECEPTAC.LE5 FOR 120V, 51NGLF PHASE, 15 AND 20
AMP CIRCUITS MUST BE ARG- FAULT CIRCUIT -
INTERRUPTER (AFCI) TYPE.
3, ALL RECEPTACLES FOR 120\1, 5IN6LE PHASE, 15 AND
20 AMP CIRCUIT5 MUST BE TAMPER- RE515TANT TYPE,
4. PROVIDE TWO OR MORE 20 AMP SMALL APPLIANCE
BRANCH CIRCUITS EVENLY PROPORTIONED IN THE
KITCHEN, PANTRY, BREAKFAST ROOM, OR 5;MILA.R AREA
TO SERVE ALL WALL AND FLOOR AREAS. 5UCH CIRCUIT5
WP SHALL HAVE NO OTHER OUTLETS.
5. BATHROOMS RECEPTACLES SHALL BE SUPPLIED BY
ONE 20 AMP CIRCUIT WITH NO OTHER OUTLETS.
b. LAUNDRY ROOM RECEPTACLES SHALL BE SUPPLIED WITH
ONE DEDICATED 20 AMP CIRCUIT WITH NO OTHER OUTLE'i 5.
1. FIXTURES, LAMPHOLDER5, AND RECEPTACLE OUTLETS
MUST BE SECURELY SUPPORTED. A FIXTURE THAT WEI6H5
MORE THAN 6 LB5. OR EXCEEDS 16 INCHES IN ANY DIMEN51ON
SHALL NOT BE SUPPORTED BY THE 5CREN SHELL OF A LAMP
HOLDER PER 2010 GEC art. 410.30 (a) OUTLET BOXES SHALL
NOT BE USED A5 THE 5OLE SUPPORT FOR CEILING (PADDLE)
FANS PER 2010 CEG art. 314.2'7 (A) AND (O ).
CALIFORNIA TITLE 24 COMPLIANCE
-500/6 OF KITCHEN LIGHTING MIN. TO BE HISH EFFICACY.
FLUORESCENT AND COMPACT FLUORESCENT FIXTURES
I LITH ELECTRIC BALLAST SATISFY.
-AT LEAST ONE LUMINAIRE INSTALLED IN EACH
BATHROOM MUST BE OF THE HIGH -EFFICIENCY
TYFE. ALL OTHER LI6HT5 INSTALLED IN THE
BATHROOM MUST BE HIGH -EFFICIENCY OR
CONTROLLED BY VACANCY SENSORS. CA. ENERGY
CODE 150.0(K)5.
- LIGHTING IN ATTACHED AND DETACHED GARAOE5,
LAUNDRY ROOMS AND UTILITY ROOMS, SHALL HAVE
HIGH EFFICIENCY LIGHTING AND BE CONTROLLED
BY VACANCY SENSORS.
-LIGHTING IN ALL OTHER ROOMS BESIDES KITCHEN,
BATHROOMS ,GARAGES, LAUNDRY ROOMS, UTILITY
ROOMS, AND CLOSETS SHALL BE EITHER HIGH EFFICACY
OR CONTROLLED BY DIMMERS OR VACANCY 5E N5OR5.
CA ENERGY CODE 150.0(k)?
-ALL OUTDOOR LIGi-ITINS ( MOUNTED 1'O BUILDI'NS )
SHALL BE EITHER HIGH EFFICACY OR CONTROLILED
BY MOTION SENSOR IN CONJUNCTION WITH
30-ARIAL VIEW
FIRE PROTECT
UNDER5IDE OF EAVE5 W/
NDN-GOMBU5TIBLE
51DING OR 5TUCCO
11
REAR ELEVATION � � �
� I � I I
DUAL GLAZED WNL
1^4IDOW5
/ONE SIDE
TEMPERED, U.N.D.
V
1/2" VERTIGLE SHEET PLY
SIDING PER DETAIL PLN.
E
30 YR. COMP 5HINGLE51^11(2 )
LAYERS OF 15 LB. FELT OVER
LAPPING AT 19" O.G.
11
I I I I I I I I
1-3/5" SOLID GORE EXT. DOORS
W/ 20 MIN. FIRE RATING
FRONT ELEVATION
PLANS CONFORM TO THE 2013 CALIF. BUILDING CODE ( CSC) ,2013 CALIFORNIA RESIDENTIAL CODE (CRC), 2013 CALIFORNIA MECHANICLE CODE ( CMC ),2013 CALIFORNIA PLUMBING CODE ( CPC ), 2013 CALIFORNIA ELECTRICAL CODE ( CEC ), AND 2013 CALIFORNIA ENERGY CODE ( CEC )
SYMBOLS Y : =WALL LINE = SHEAR WALL SCH. = CROSS SEC. / PG NUM. ® = FOUNDATION WALL/ DETAILS PG = CONST. DETAIL I PG #
2
12 PITCH
14 % FT.
IRIOHT 510
Mld'NOSN3ounf
ILi unn:rc ncc•r/-nro
'CAD GENERATED HOUSE PLAIDS
"3-D VEIWS
' FULL PERMIT SETS
" DESIGNED HOW "YOU" LIKE
JIM PEPPLER
(530) 872-3339 HM/OFF
(530) 514-3991 CELL
PO BOX 1646
PARADISE CA 95967
SIGNED BY:
�Evr�l� s
DATE: 4-14-16
CHK. 1 6-29-16
CHK.2 T -18-1b
SITE PLAN
1
FLOOR PLAN
2
ELEVATIONS
3
FOUNDATION
4
ROOF PLN
4
SECTION
4
ELECTRICAL
3
STRUCTUAL
S4
STRUCTUAL
S2
STRUCTUAL
S3
(x) ATTIC VENTILATION CALCULATIONS
WIDTH IN
( UNDERFLOOR
NFVA
AREA IN SQ, HOW
AREA IN SQ.
FLOOR AREA IN SQ,
FT. OF NET VENTILATION
GROSS AREA
OF VENTS
SQ. FT. AREA REQUIRED
REQUIRED IN
SQ. FT.
688 - 150 -
4.58
41 =
144 - 285 x.
TYPE OF WIDTH IN HEIGHT IN
AREA IN SO,
AREA IN SQ. HOW
AREA IN SQ.
VENT INCHES INCHES
IN, OR NFVA
FEET EACH MANY
FT. PROVIDED
RIDGE LIN x FT. -
12 -
= 0 x 0
= 0
SAVE 22. x
F41 = 144
= 285 x 16
EYEBRUV. x -
72 - 144
= .50 x
TOTAL VENT" AREA PROVIDED -MUST EQUAL OR EXCEED GROSS AREA REQUIRED
5.50
VULCAN VENT OR EQUIV.
AREA)
O'HAGIN ROOF VENT
( ) ATTIC VENTILATION CALCULATIONS
(x) UNDERFLOOR
FLOOR AREA IN SQ, FT. OF NET VENTILATION GROSS AREA QE VENTS
SCS. FT. AREA REQUIRED REQUIRED IN SQ. FT.
512 = 150 = 3.41 = 1 3.41
TYPE OF
WIDTH IN
HEIGHT IN
NFVA
AREA IN SQ, HOW
AREA IN SQ.
VENT
INCHES
INCHES
(SQ. IN.)
FEET EACH MANY
FT. PROVIDED
FOUND.
14 x
®=
41 =
144 - 285 x.
00x0=0-144=0x0=�
S9
CTUAL
S2
CTUAL
E
S3
0
0 x
0=
0-
144 - OXO=
TOTAL_ VENT AREA PROVIDED-(
MUST EQUAL OR EXCEED GROSS AREA REQUIRED)
k VULCAN FOUNDATION VENT OR EQUIV.
(NFVA::::
NET FREE VENTILATION
AREA)
x
[TO EA.
X 22„
'.NT OR
TOTAL)
- ON 6/53
7lL" LVL
(E) ROOF FRAMING
2X BLWO
EX15TINO HOU5E
RA15ED MOOD FLOOR
FRAMING PER. FOUND. PLN.
MAL M ,�" 1%
56. 31S It
= 1 FT.
1/21, Cox OR 0.5.5. PLY
ROOF 5HEATHINCG
PONY VgALL 1Nl 2 X
6 AT 16" O.G.
30 YR. COMP SHINOLE5 N1(2 )
LAYERS OF 15 LB FELT OVER.
LAPPING AT 1 q" O.G.
Imo: -30 IN5. ATTIC,
2 X 6 DF. 5TU05 AT 16„
O.G. ERCT. WALL5
7
dJ
R -1q IN5,VgALL5—i-
3/4" T & G PLY FLOOR
SHEATHING
RAFTER PER PLAN
NON-COMBUSTIBLE PLY
UNDER EAVES
'1116„ NON-
COMBUBTIBLE 4`
X V VERTIGLE
SHEET SIDING
VAPOR BARRIER
HOUSE kNRAP
PROVIDE 20" X 30 " MIN.
15" CLEAR MIN. �_._�-1�i INS. UNDER FLOOELAkWE55
UNDER FLOOR BUTTE COUNTY DEVELOPN ENT SERVICES
REVIEWED F DR
=1 I I=111=1 I I=1 11=1 11=1 I I=1 III-III-III=1 I I -III -III -I I I -I I I= coDE COMPLIANCE
=III=III=) I I=III=III=III=I I = ROUND ADJACENT TO ITHE FOUNDATION MUST -I I I=I I = _ �3Y
III=III=III=III= 5LOPE AYgAY FROM BUILDINO AT NOT LE5�=-111I-
I=III=III=III= THAN 6" MTH IN THE FIR5T 10 FT. (5% 5LOPE ):III=III=III=III=I
N-ld'NOSN39Hnr '
1r) unanl✓ nJ=efl-_Alc
CAD GENERATED HOUSE PLANS
' 3-D VEIWS
FULL PERMIT SETS
' DESIGNED NOW "YOU" LIKE
JIM PEPPLER
(530) 872-3339 HMIOFF
(530) 514-3991 CELL
PO BOX 1646
PARADISE CA 95967
SIGNED BY:
DATE:
ft
Alm.
00
1�
vJ
'U
wc�
c�
0
cc v
iz
V)
ix
z0
3: LL.
o
I
5
J
'Q
Q)
0
U
W
w
Z3
0
U
ri
c�
m
0
A.P. NUM.
0556-270-023
DATE: 4-14-16
CHK. 1 6-29-16
CHK 2 7-18-1b
SITE PLAN
9
FLOOR PLAN
2
ELEVATIONS
3
FOUNDATION
4
ROOF PLN
4
SECTION
4
ELECTRICAL
3
STRUCTUAL
S9
CTUAL
S2
CTUAL
E
S3
PLANS CONFORM TO THE 2013 CALIF. BUILDING CODE ( CBC) ,2013 CALIFORNIA RESIDENTIAL CODE (CRC), 2013 CALIFORNIA MECHANICLE CODE ( CMC ),2013 CALIFORNIA PLUMBING CODE ( CPC ), 2013 CALIFORNIA ELECTRICAL CODE ( CLQ,_AND AND 2013 CALIFORNIA ENERGY CODE ( CEL) 1 PG.
PG
DETAIL PLANS
SYMBOLS KEY: = WALL LINE A=SHEAR WALL SCH. PG _ CROSS SEC. I PG NUM. ®TITLE
= FOUNDATION WALL/ DETAILS PG = CONST. DETAIL! PG #
STRUCTURAL NOTES
I. GENERAL
A. ALL WORK SHALL CONFORM TO THE 2013 GBG AND ALL APPLICABLE LOCAL CODES.
B. THE ENGINEER OF RECORD (CHAD RATZLAFF) HAS PROVIDED AND 15 RESPONSIBLE FOR SPECIFIC ITEMS
DEPICTED IN THE ATTACHED CALCULATIONS. REQUIREMENT5 NOT 5PEGIFIGALLY SHOWN IN THE ATTACHED
CALCULATIONS AND DETAILS ARE THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR. OTHER
BUILDING CODE REQUIREMENTS NOT INCLUDED IN THIS DESIGN INCLUDING WATERPROOFING, FIREPROOFING,
DRAINAGE, HANDICAP AGCE551BILITY, EGRESS REQUIREMENTS, PARKING, BUILT-UP BUILDING PAD, AND ALL
OTHER DESIGN REGtUIREMENT5 NOT 5PEGIFIGALLY 5HOWN IN THE STRUCTURAL DESIGN CALCULATIONS.
G. ALL WATERPROOFING AND FLASHING FOR, BUT NOT LIMITED TO, ROOFS, FOUNDATIONS FLOORS, ETC, 15
THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER.
D. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE
WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY
ELEMENT OR SYSTEM OF THE STRUCTURE.
E. THE CONTRACTOR 15 RESPONSIBLE FOR THE METHOD OF CONSTRUCTION AND SHALL PROVIDE ALL
SAFETY MEASURES NECESSARY TO PROTECT THE PUBLIC, CON5TRUGTION WORKERS AND THE STRUCTURE
DURING CONSTRUCTION. TH15 SHALL BE ACCOMPLISHED BY SHORING, FORMING, BRACING, SCAFFOLDING.
F. 51MILAR CONDITIONS SHOWN IN THE DRAWINGS SHALL BE USED IF ANY PART OF THE CONSTRUCTION 15
NOT FULL DEPICTED IN THESE DRAWIN65 OR CALCULATIONS.
G. CONTRACTOR SHALL FIELD VERIFY ANY CONDITION NOTED AS EXISTING ON THE PLANS. ANY
DI5GREPANCIE5 SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER of RECORD AND 5HALL BE
FULLY REVIEWED BEFORE PROCEEDING WITH CONSTRUCTION.
H. STRUCTURAL DRAWING5 AND DETAILS SUPERCEDE ANY SHOP DRAWINGS IN ALL CIRCUMSTANCES. THE
CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION 15 IN FULL AGREEMENT WITH THE LATEST
STRUCTURAL DRAWIN65 AND DETAILS. THE REVIEW OF THE SHOP DRAWINGS BY THE ENGINEER OF
RECORD 15 FOR GENERAL CONFORMANCE WITH THE STRUCTURAL DESIGN INCLUDING LOADING AND
DIMENSIONS. THE REVIEW DOES NOT GUARANTEE THAT THE SHOP DRAWINGS CORRECT.
I. WALL FINI5HE5 SUCH A5 5TUCCO OR PLASTER SHALL BE APPLIED OVER A SYSTEM TO ADEQUATELY
ALLOW THE FIN 1 SH TO EXPAND AND OR CONTRACT WITHOUT CRACKING. I T SHALL BE THE RE5PON51 B I L I TY
OF THE OWNER OR CONTRACTOR TO INSURE THAT DEFECTS IN THE FINISHES DO NOT HAPPEN.
J. STRUCTURAL DRAWIN65 OR DETAILS SHALL NOT BE SCALED.
K. FULL-TIME OR PARTIAL SPECIAL INSPECTION OF THE PROJECT SHALL BE CONDUCTED IN ACCORDANCE
WITH GBG 2013 SECTION 108. THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE INSPECTED:
- NO SPECIAL INSPECTION REQUIRED FOR THIS PROJECT.
THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE ENGINEER OF RECORD AND BUILDING
DEPARTMENT AND SHALL BE IGBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH
THIS TYPE OF INSPECTION REQUIRED.
2. DESIGN REQUIREMENTS:
A. THE 5TRUGTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER GBG 2015 CHAPTER 16,
DIVISIONS 1, 11, 111, AND IV U.N.D.:
B. SEISMIC:
SEISMIC IMPORTANCE FACTOR: I
SEISMIC SITE GLASS: D
SEISMIC DESIGN CATEGORY: D
RESPONSE MODIFICATION FACTOR: R = 6.5
MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.156, 51 = 0.321
SPECTRAL RESPONSE COEFFICIENTS: 5D5 = 0.603, SDI = 0.381, Gs = 0.0943
BASIC SEISMIC -FORGE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS
SEISMIC, BASE SHEAR: 5.15 KIPS (ULTIMATE)
ANALY515 PROCEDURE USED: EQUIVALENT STATIC FORGE PROCEDURE
G. WIND:
WIND SPEED: 110 MPH
WIND EXPOSURE: G
D. GRAVITY LOADS:
LIVE LOADS:
ROOF.............................................. 20 PSF
FLOOR............................................. 40 PSF
SLEEPING ..................................... 30 PSF
ROOF SNOW .................................. 9'7 PSF
3. SITE WORK AND FOUNDATIONS:
A. ASSUMED MAXIMUM SOIL BEARING = 1500 P5F PER GBG TABLE 1806.2. UNLE55 OTHERWISE NOTED BY
GEOTECHNICAL REPORT.
B. BUILDING SITE 15 ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT
MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO
THE ATTENTION OF THE ENGINEER.
G. ALL FOOTINGS (RETAINING WALL, SPREAD AND WALL FOOTINGS) SHALL BE CONSTRUCTED WITH A DEPTH
BELOW THE FROST LINE, 12" MIN AND PER LOCAL REQUIREMENTS.
D. ALL FOUNDATION TRENCHES SHALL BE GLEAN, FREE OF DEBRIS AND LEVEL.
E. NATIVE OR FINISHED GRADE SHALL SLOPE AWAY FROM THE STRUCTURE A MINIIMUM SLOPE OF 5% FOR A
MINIMUM 10 FEET HORIZONTAL. FIN15HED SURFACES SUCH AS CONCRETE OR ASPHALT SHALL SLOPE A
MINIMUM 2% OR PER ADA REQUIREMENTS.
F. IF BUILDING PAD 15 REQUIRED, FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION AND OTHER
FOREIGN MATERIALS. ENGINEERED FILL SHALL BE DESIGNED, INSPECTED AND CERTIFIED BY A THIRD
PARTY OTHER THAN THE ENGINEER OF RECORD.
G. RETAINING WALL5 SHALL BE GON5TRUGTED WITH A MINIMUM 4" DIAMETER DRAIN PLACED AT THE BASE OF
THE RETAINED SIDE OF THE WALL. PIPE SHALL BE SLOPED AND DRAINED TO DAYLIGHT.
H. A GEOTHECHNICAL ENGINEER MUST APPROVE THE PLACEMENT OF FOUNDATIONS ON OR ADJACENT TO
SLOPES. ENGINEER OF RECORD SHALL NOT BE LIABLE FOR ANY FOUNDATIONS NOT DESIGNED IN
ACCORDANCE WITH CHAPTER 15 SECTION 1805 OF GBG 2013.
I. THIS DESIGN AND CALCULATIONS A55UME UNDISTURBED SOILS AND STABLE, LEVEL, OR STEPPED
FOOTINGS. IT SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO
CONSTRUCTION IF OTHER CONDITIONS ARE PRESENT.
J. NO RECOMMENDATIONS HAVE BEEN MADE FOR CONDITIONS WHERE THE LOADS TO THE EXISTING
FOUNDATIONS HAVE NOT BEEN SIGNIFICANTLY INCREASED. ONLY LOCATIONS WHERE LOADS HAVE BEEN
INCREASED SIGNIFICANTLY HAVE BEEN ADDRE55ED IN TH15 DE516N. THE OWNER SHALL BE ADVISED
THAT THE EXISTING FOUNDATIONS MAY OR MAY NOT BE 5TRUGTURALLY ADEQUATE. sETTLEMENT,
CRACKING AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF
THIS DESIGN.
4. CONCRETE:
A. CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 1=51 U.N.O.
B. ALL GEMENT USED SHALL CONFORM TO ASTM 0-150 AND SHALL BE TYPE 11 OR TYPE III LOW ALKALI.
G. AGGREGATE SHALL CONFORM TO ASTM G-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI
REACTIVE AS DETERMINED BY ASTM G-22'7, 2894, AND 215. IF TEST DATA 15 UNAVAILABLE IN REGARDS
TO ALKALI REACTIVE MATERIALS, PROVIDE GEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45%
BY WEIGHT.
D. CONCRETE EXF05ED TD FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST
EDITION OF THF AGI 518.
E. SLABS ON GRADE SHALL BE PER THE CONTRACTOR. THE FOLLOWING SHALL BE USED A5 A MINIMUM:
-AT GARAGE SLABS; USE 4" THICK S.O.G. WITH #5 BARS AT 15" O.G. EACH WAY ABOVE MID -DEPTH OF
SLAB OVER M015TURE BARRIER OVER 4" AGGREGATE BASE.
-AT ALL OTHER CONDITIONS; USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6
WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS.
F. 5AW-GUT SLAB WITH 3/4" DEEP GROOVE FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 15'-0"
3 IS REINFORCED, INTERVALS SHALL NOT TO EXCEED 8'-0" WHERE SLAB 15 UN -REINFORCED.
5. REINFORCING STEEL
A. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL
REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED WIRE FABRIC,
15 TO BE ASTM AI85 WITH LAPPING OF 1 1/2 SPACES.
B. ALL BARS SHALL BE DEFORMED PER A5TM A505.
G. ALL BARS SHALL BE GLEAN AND FREE OF LOO5E FLAKY RU5T, GREASE OR OTHER BOND IMPAIRING
MATERIALS.
D. ALL BENDS SHALL BE MADE GOLD.
E. LAP REINFORCING 40 BAR DIAMETERS, U.N.D.
F. REINFORCEMENT COVER SHALL BE A5 FOLLOWS:
-CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 5"
-CONCRETE WITH SOIL OR WEATHER EXPOSURE:
#5 BARS AND SMALLER - 1 1/2"
#6 BARS AND LARGER 2"
-CONCRETE WITHOUT 501L OR WEATHER EXPOSURE: 3/4"
G. ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY
SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT.
6. FRAMING LUMBER:
A. MINIMUM NAILING SHALL BE PER GBG 2015 TABLE 2304.94.1, U.N.O.
B. ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS OF SAME
SPECIES MAY BE SUBSTITUTED AT CONTRACTORS OPTION.
G. CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF 5HRINKAGE WHICH COULD CAU5E SETTLEMENT OF
ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF A550CIATED FRAMING MEMBERS OR
COMPROMISED WATERPROOFING SYSTEM. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO
PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE.
D. ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE 7REATED OR BE OF
MATERIAL THAT 15 NATURALLY RESISTANCE TO DECAY.
6.1 MATERIALS:
A. SHEATHING:
-ROOF SHEATHING: SEE ROOF FRAMING PLAN5
-FLOOR SHEATHING: SEE FLUOR FRAMING PLANS
-WALL SHEATHING: SEE SHEAR WALL SCHEDULE
B. GLUE -LAM BEAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO
WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER.
G. GLUED LAMINATED FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN
ACCORDANCE WITH GBG 2303.1.3, AITG A110.1, AND ASTM D 3"13'7. BEAM INSPECTION CERTIFICATES
SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN
ACCORDANCE WITH GBG 1'704.2.
D. MICRO -LAM BEAMS, LVL (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI 4 FV= 285 PSI MIN.,
AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481
E. SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH ANCHOR BOLTS PER SHEAR WALL
SCHEDULE AND 3" X 5" X.229" PLATE WASHERS LOCATED AT 6'-0" O.G. MAX. WITH ONE BOLT LOCATED
1'-0" MAXIMUM FROM EACH END OF EACH PIECE.
F. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.G.L.I.B. AND
SHALL HAVE A MOISTURE CONTENT LESS THAN 1955, U.N.O.
-STUDS SHALL BE STUD GRADE OR BETTER.
-ALL POSTS SHALL BE DF -L #1 U.N.O.
-2X AND 5X RAFTERS SHALL BE DF -L #2 U.N.O.
-2X JOISTS SHALL BE DF -L #2 U.N.O.
-CONGEALED BEAMS SHALL BE DF -L #2
-EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHG (4X6 AND LARGER)
-ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER.
G. ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN IS" OF FOUNDATION, NAILS
SHALL BE GALVANIZED. WHERE DRIVEN INTO PRESSURE TREATED MATERIAL, NAILS SHALL BE HOT
DIPPED GALVANIZED.
H. BOLTS AND LAG 5CREW5 SHALL BE A5TM A-301 U.N.O. AND PROVIDED NEW AND WITHOUT EXGE551VE
RUST.
1. ALL HARDWARE GALLED SHALL BE SIMP50N STRONG TIE CO., OR ENGINEER APPROVED EQUIVALENT,
INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED
FASTENERS. ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED MATERIAL SHALL BE, HOT DIPPED
GALVANIZED, ZMAX, STAINLESS STEEL OR AS OTHERWI5E DIRECTED BY MANUFACTURER FOR CORROSION
RE515TANGE AGAIN5T SPECIFIC PRESSURE TREATMENT CHEMICAL.
J. MANUFACTURED I JOISTS (SUCH A5 TRU55 JOISTS, OR BCI) SHALL BE INSTALLED PER THE MANUFACTURES
RECOMMENDATIONS U51NG A DEFLECTION LIMIT OF L/480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD
(SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL
LOCATIONS WHERE LEDGERS ARE USED, SUCH AS DECK LEDGERS.
6.2 BEAMS AND POST51
A. ALL BUILT UP MULTIPLE 2X J015T5 AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.G.,
T4 B U.N.O.
B. BUILT UP MULTIPLY LVL BEAMS SHALL BE FASTENED TOGETHER PER MANUFACTURES REGOMMENDATIONS.
G. PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND
UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR
ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS
INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE
ENC1_05URE5, WOOD BURNING STOVE, ETC.. .
D. PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS
E. SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LONER LEVELS WITH EQUIVALENT FRAMING AND
BLOCK OR OTHERWISE FRAME P05T5 THROUGH FLOOR SYSTEMS.
F. VERTICAL GRAIN BLOCKING OR FRAMING SHALL BE USED WHERE POSTS WITH COLUMN GAPS OR BEARING
PLATES ARE 5PEG I F I ED
6.3 WALL FRAMING:
A. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH
SPLICE U.N.O. WHERE SPLICE 15 INTERRUPTED OR PLATE IS DISCONTINUOUS, USE ST2122 STRAP U.N.O.
B. DOUBLE TOP PLATE SPLICES AND JOINTS IN DOUBLE TDP PLATE OF LOAD BEARING WALLS SHALL OCCUR
AT THE CENTER LINE OF SUPPORTING STUD.
G. FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS ID' -D"
D. WHERE SHEAR ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE 51MP50N TITEN HD ANCHORS WITH
6" MINIMUM EMBEDMENT INTO CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS
AND CURRENT 10150 REPORT.
E. CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES.
F. NOTCHED AND/OR GUT STUDS TO FIT AROUND ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE
FULL BEARING TO THE FOUNDATION PLATE.
G. LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS
WHICH DO NOT REQUIRE THE GUTTING OF 5TUD5 ARE AN ACCEPTABLE ALTERNATIVE.
H. SEE NOTE 6.1-E FOR SILL AND ANCHOR BOLT SPECIFICATIONS.
I. WALL FRAN,ING RECEIVING NAILING AT 5" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. PER PLANS
AND SHEAR WALL SCHEDULE.
6.4 CONNECTIONS:
A. HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE.
B. ALL BOLTS, NUTS, AND LAG 50REW5 SHALL BE PROVIDED WITH FLAT OR MALLEABLE WA5HERS WHERE
BEARING AGAINST WOOD.
G. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE
CLOSING IN OR AT COMPLETION .OF JOB.
D. LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE.
8.2 OUT AND 5TAGKED ROOF FRAMING:
A. OUT AND 5TAGKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF
THE LATEST CALIFORNIA BUILDING CODE (CHAPTER 23). PURL I N5, BRACES, I NTERMED I ATE SUPPORTS,
AND CONNECTiON5 SHALL BE PROVIDED BY THE CONTRACTOR THAT ARE CAPABLE OF TRANSMITTING
ALL GRAVITY AND WIND LOADS TO THE FOUNDATION.
THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY:
I. RAFTER MAXIMUM 5PAN5
A. 2X6 DF -L #2: -1'-0"
B. 2X8 DF -L #2: q' -O"
G. 2X10 DF -L #2: 11'-0"
2. MINIMUM BRACE SIZE = 2X6
3. MAXIMUM BRACE SPACING = 4'-0" O.G.
4. PURLIN 51ZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O.
B. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF
SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE ENGINEER HAS
MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOGATION5, AND HAS PROVIDED
GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, BUT HAS NOT PROVIDED
ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM IN
ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM
15 NOT 5HOWN AND DETAILED CONNECTION CRITERIA 15 REQUIRED, PLEASE CONTACT THE ENGINEER FOR
ADDITIONAL INFORMATION.
ABBREVIA77ONS
AB
ANCHOR BOLT
L
AN&LE
ADD'L
ADDITIONAL
LLH
LONG LEG HORIZ.
ADJ
ADJACENT
LLV
LONG LEG VERT.
ALT
ALTERNATE
LONG
LONGITUDINAL
ANG
ANCHOR
LSL
LONG SLOTTED HOLE
ARCH
ARCHITECTURAL
LVL
LAMINATED VENEER LUMBER
BLDG
BUILDING
MAX
MAXIMUM
BLKG
BLOCKING
MB
MACHINE BOLTS
BM
BEAM
MEGH
MECHANICAL
BOT (B)
BOTTOM
MFR
MANUFACTURER
BTWN
BETWEEN
MIN
MINIMUM
0
MISC.
MISCELLANEOUS
GB
CARRIAGE BOLTS
MTL
METAL
CCJ
CONTROL JOINT
a
GIP
CAST -IN-PLACE CONCRETE
(N)
NEW
GJ
CONSTRUCTION JOINT
NOM
NOMINAL
CLR
CLEAR
NS
NEAR SIDE
GMU
CONCRETE MASONRY UNITS
NSA
NELSON STUD ANCHOR
COL
COLUMN
NTS
NOT TO SCALE
GONG
CONCRETE
CONN
CONNECTION
OG
ON CENTER
GONSTR
CONSTRUCTION
OD
OUTSIDE DIAMETER
CONT
CONTINUOUS
OH
OPPOSITE HAND
CONTR
CONTRACTOR
OPNG
OPENING
GP
COMPLETE PENETRATION
OVS
OVERSIZE ROUND HOLE
GTR
CENTER
�o
CT5K
COUNTERSINK
PDF
POWDER DRIVEN FASTENER
In o
PERP
PERPENDICULAR
DBA
DEFORMED BAR ANCHOR
PL
PLATE
DBL
DOUBLE
PLYWD
PLYWOOD
DF -L
DOUGLA5 FIR - LARCH
PL05
PLACES
DIA
DIAMETER
PP
PARTIAL PENETRATION
DJ
DOUBLE JOIST
PT
PRESSURE TREATED
DO
DITTO
P/C'
PRECAST CONCRETE
DWL
DOWEL
P/T
POST -TENSIONED
EA
EACH
REINF
REINFORCEMENT
EF
EACH FACE
REOV
REQUIRED
El.
ELEVATION (DATUM)
ELEV
ELEVATION
5C
SLIP CRITICAL
EN
EDGE NAILING
SHG
SHEATHING
EQ
EQUAL
SIM
SIMILAR
ES
EACH SIDE
SOC,
SLAB -ON -GRADE
EXIST (E)
EXISTING
SSL
SHORT SLOTTED HOLES
EXP
EXPANSION
5TO
STANDARD
EXT
EXTERIOR
STIFF
STIFFENER
EW
EACH WAY
5TL
STEEL
so
SQUARE
FF
FIN15H FLOOR
51rM
SYMMETRICAL
FIN
FINISH
C
FJ
FLOOR JOIST
T 4 B
TOP 4 BOTTOM
FLR
FLOOR
T O (P)
TOP OF (PLYWOOD)
FNDN
FOUNDATION
TOG
TOP -OF -CONCRETE
FOS
FACE OF STUD
TOF
TOP -OF -FOOTING
F5
FAR SIDE
TOS
TOP -OF -STEEL
FTG
FOOTING
TOW
TOP -OF -WALL
TN
TOE NAIL
GA
GAGE
TYP
TYPICAL
GALV
GALVANIZED.
GLB
GLUE -LAM BEAM
UNO
UNLE55 NOTED OTHERWISE
HDR
HEADER
VERT (V)
VERTICAL
HGR
HANGER (SIMPSON)
HORIZ (H
HORIZONTAL
WP
WORKPOINT
145B
HIGH STRENGTH 130LT5
WWF
WELDED WIRE FABRIC,
ID
INSIDE DIAMETER
W/
WITH
INT
INTERIOR
W/O
WITHOUT
J5T
JOIST
JT
JOINT
PER
`,IT #
BUTTE COUNTY DEVELOPMENT SERVICES
K
KIPS
REVIEWED FOR
DATE
REV
DATE
BY
1
06.29.16
CMR
2
07.18.16
CMR
J
a
H
W
LAi
0
z
J
a
V
c
0
L.L.
z
0
CZ
�o
a
In o
Z a
0 Lu
0 Lu
LAI
�>. OZ
Lu O u.l
L.L. � N
Q
Ln
.Q
W ~ ®
ctn
INA
e'
u
00
- Ln
W
Ln
Lu '
Ln
yFESSI
M•
0643
�t .6
sr Cl
q
�OF
C
JULY 18, 2016
Phase: PERMIT
Ckd. Bye CMR
Date: 04.12.16
Project #: 16-010
DRAWING NUMBER
0
16" O.G. MAX 5PAGIN6
ROUGH
1"'I I OPENING
my �
G
G
IN
D1 DBL TOP PLATE
T45, TYP % PER 4/52
ROU6H
OPENING
G
0
4"
-1/8"
6"
15/51,
8"
115/161,
10"
25/161,
12"
2 13/16"
NOTES:
I. NOTCHING SHALL NOT OCCUR WITHOUT WRITTEN CONSENT FROM ENGINEER OF RECORD.
2. MAX BORED HOLE DIAMETER UNLESS SPEC I FICA �_LY NOTED OTHERWISE = D/4.
�-- P.T. SILL AND
3. HOLES SHALL NOT BE SPACED LE55 THAN "D" INCHES, CENTER TO CENTER.
A.B. PCR 8/52
A. HEADER PER PLAN +7/
('7_� 7WIQ L, JOIST PENET RATION
B. TRIMMER PER SCHEDULENOSCALB
G. KING STUD PER SCHEDULE SZ
D. (2) A35 AT MULTILE KING STUDS
E. BLOCK AT PLYWOOD SPLICE, AND MAX 10' UNBRACED STUD LENGTH
F. BLOCK SOLID AT MULTIPLE STUDS AND CONTINUE MULTIPLE STUD GROUP TO ( CORNER WHERE OCCURS
FOUNDATION.
G. NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH Ibd AT 12" O.G. STAGGERED,
U.N.O.
H. WALL STUD PER PLAN, DF#2 AT I6" O.G. U.N.O.
I. POST PER PLAN
2X4 WALL OPENING SCHEDULE 9PLA7
OPENING SIZE (A)
HEADER SIZE
T1R;MMERS
KING STUDS
UP TO 4'-0"
SEE PLAN
(1) 2X4
(1) 2X4
4'-0" TO 6'-0"
SEE PLAN
(1) 2X4
(2) 2X4
6'-0" TO 8'-O"
SEE PLAN
(2) 2X4
(2) 2X4
8'-0" TO 10'-0"
SEE PLAN
(2) 2X4
(3) 2X4
UP TO 16'-O"
SEE PLAN
(3) 2x4
(3) 2x4
2X6 WALL OPENING SCHEDULE !OPIATE
OPENING SIZE (A)
HEADER SIZE
TRIMMERS
KING STUDS
UP TO 6'-0"
SEE PLAN
(1) 2X6
(1) 2X6
6'-O" TO 8'-O"
SEE PLAN
(2) 2X6
(1) 2X6
8'-0" TO 10'-0"
SEE PLAN
(2) 2X6
(2) 2X6
UP TO I6'-0"
SEE PLAN
(2) 2X6
(2) 2X6
11 TICAL WOOD STUD WALL ELEVAT ION
S2 NO SCALE
COMPRES51ON POST PER HO SGHED
HOLOOWN PER PLAN
THREADED ROD EXTENSION
SIMP50N o
P.T.D.F. SILL PER 5/52 CNA
(1) #4 WITHIN SHEAR
GONE OF HD A.B.
Q
z
N
z
ILI
Q
— DIMENSION "B" --
FOOTING PIAN KEW
ryN.:_ " �..° CONT. FND
d:, WHERE
e OCCURS
d �
d
55T13 A.B. PER
PLAN OR HD 4 a
SGHED. 2/5D2
(5) Ibd NAILS AT CORNER OR INT. WALL -
Ibd SINKERS AT 4'-0" MIN. LAP LENGTH, TYP
I6" O.G. (12) MIN. Ibd SINKERS AT 16" O.G.
BETWEEN SPLICES (12) MIN. BETWEEN SPLICES
Ibd SINKERS AT
16" O.G. (12) MIN.
BETWEEN 5PLICE5
'----STUD AT EA SPLICE \---DBL TOP PLATE
CORNER OR INT. WALL WHERE OCCURS
TYPICAL TOP PLATE SPLICE
DBL TOP
PLATE PER ST2122 STRAP, U.N.O.
DETAIL ABOVE2 CENTERED ON CONT. WALL
DISGONTINUITY � ViHERE OCCURS
STUD AT EA SPLICE-'
TYPICAL TOP PLATE
DISCON'M Un Y
SHEAT? NALL 5GHEDULE
SHEAR
WALL
TYPE
EDGE
NAILIN6
SHEA-
THING
ALLOW.
LOAD
#/FT
SOLE
PLATE
FASTENING
"SIMPSON"
CLIP
SPAGIN6
1/2" DIA. AB. -7" EMBED
2X PT SILL SX PT SILL
A.B. SPAGIN6 A.B. SPAGIN6
ADD'L
NOTES
6
bA"
3/8"
164
12d AT II" O.G.
A55 AT 4'-O" O.G,
61-00 0.0.
b' -O" O.G.
F2
164
Ab
b"
3/8"
BOT
12d AT '1" O.G.
ASS AT 2'-8" O.G.
5'-q" O.G.
4'-3" O.G.
(4) #4 EA WAY
260
4*
A
4"
3/8"
3'-0"
AT 5" O.G.
ASS AT 2'-0" O.G.
2'-q" O.G.
51-5110.0.
4
350 !2d
(5) #4 EA WAY
4"
3/8"
1511
12d AT 5 O.G.
A35 AT 1-10" O.G.
1'-3" O.G.
51-000.0.
4
532
4'-6"
3"
3/8"
TOP AND BOT
12d AT 4 O.G.
A55 AT I'-5" O.G.
1'-O" O.G.
2'-4" O.G.
4
685
A2"
IS"
5/8"
5'-6"
Ibd AT 4" O.G.
A55 AT I' -I" O.G.
N/6
I' -q" O.G.
4
6'-0"
02) #4 EA WAY
4"3/8"Ibd
2 SIDES
IE
AT 3" O.G.
A55 AT II" O.G.
N/6
1'-b"O.G.
4
33
AS
3"
2 SIDES
2 SIDES
3/611
1460
16d AT 2" O.G.
ASS AT q" O.G.
N/6
1'-2" D.G.
4
3 O
22
2"1280
2 5117E5
3/8"
PER PLAN
12d AT 2" O.G.
A35 AT 'i" O.G.
N/6
O'-10" O.G.
4
1760
(5) 16d NAILS NOTES:
I. FRAMING: USE 2" NOMINAL OR WIDER DOUGLAS FIR LARCH, PT OF FNDN SILL, STUDS AT Ib" O.G. MAX,
+ BLOGK ALL PANEL EDGES.
+ 2. SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING U.N.O, APPLY SHEATHING AND NAILING TO
BOTH SIDES OF WALL WHERE SPECIFIED 112 SIDES".
+
S. NAILS: USE 6d COMMON OR 8d GUN NAILS (DIA. = 0.131") EDGE NAIL AT ALL PANEL EDGES, TOP PLATE,
SOLE PLATE, MUD SILL, POSTS, AND HOLD-DOWN COMP. STUDS, FIELD NAIL AT 12" O.G. 12d SINKER
_PARTIAL NdWAT TOP SHANK DIA.=0.135", 20d COMMON SHANK DIA.=0.171", DO NOT OVERDRIVE NAILS. STA66ER SOLE
FA5TENIN6 AND PRE -DRILL PILOT HOLES (MAX '75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS.
PLAN CORNER AND TEE SEE DETAIL 3/52 FOR MORE INFORMATION.
4. USE 3X NOMINAL FRAMING AT ABUTTING PANEL ED6ES AND STAGGER NAILING.
4 TYPICAL TOP PLATE SPICE DETAIL1 TYPICAL SHEAR WALL SCHEDULE
S2 NO SCAZ.E
NOTES:
I. SILL PLATE SHALL BE 2X PTDF UNLE55 OTHERWI5E NOTED BY SHEAR WALL SCHEDULE.
2. PROVIDE (2) BOLTS MIN PER SILL PLATE.
3. DIAGONALLY 5LOTTE0 PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE
USED WHEN A STANDARD OUT WASHER 15 ADDED BETWEEN THE PLATE WASHER AND NUT.
4. AT EXISTING FOUNDATIONS OR M155ED A.1525 PROVIDE 1/2" DIAM. TITEN HO AT REQUIRED
A.B. SPACING WITH 4" EMBED IN FOUNDATION, 1 3/4" MIN. EDGE DIST., 8" MIN. END DIST., 8"
MIN. SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER
MFR'S RECOMMENDATIONS
5. ANCHOR BOLT EMBEDMENT SHALL BE DETERMINED BY P.T. SLAB ON GRADE DESIGNER
A.B. PER SHEAR WALL SGHED. IN/ 2" HOOK
AND 3" X 3" X 0.229" PLATE WASHER, TYP.
5" MIN U.N.O. BY SHEAR WALL 50HED.
6'-O" MAX AT (1) AND (2) STORY FTVr
12 MAX 4'-O" MAX AT (3) STORY AND ABOVE SILL
II II II II
g TYPICAL HOLDOW N DETAIL 5
S2
1,00 SCALE QS2
z
:LR
INFORGING PER SCHED.
THIGKNE55 3" GLR
A FOOTING SECTION
9 SPS FOOTING SCHEDULE
S2 NOSCALE
AT RETROFIT OR FOUNDATION
MISPLACED A.B. B.O. PER PLAN
SEE NOTE 4
VCHOR BOLT SPACING DETAIL
WALL FRAMING WALL FRAMING
PER PLAN PER PLAN
NO SCALE
NO SCALE
HOLDONN 50HEDULE
SIMPSON
MODEL
NUMBER
FOOTING SCHEDULE
DIST. FROM
CENTER OF
GONG. ANCH. TO
FACE OF P05T
ANCHOR TYPE, U.N.O. PER
PLAN, SEE NOTE 2, 3
I OR 2 1 2
POUR POUR POUR
FOOTING TYPE
THICKNESS, U.N.O.
DIMEN51ON A
DIMENSION B
REINFORCING
LOCATION
F1.5
12"
1'-6"
1'-6"
(2) #4 EA WAY
BOT
F2
12"
2'-0"
2'-0"
(3) #4 EA WAY
BOT
F2.5
12"
2'-6"
2'-6"
(4) #4 EA WAY
E30T
F3
12"
3'-0"
3'-0"
(4) #4 EA WAY
BOT
F3.5
12"
31-6"
3'-6"
(5) #4 EA WAY
BBOT
F4
1511
4'-0"
4'-0"
(6) #4 EA WAY
TOP AND BOT
F4.5
18"
4'-6"
4'-6"
(6) #4 EA WAY
TOP AND BOT
F5
18"
5'-0"
5'-0"
(10) #4 EA WAY
TOP AIND BOT
F5.5
IS"
5'-6"
5'-6"
(II) #4 EA WAY
TOP AND BOT
F(b
IS"
6'-D"
6'-0"
02) #4 EA WAY
TOP AIND BOT
9 SPS FOOTING SCHEDULE
S2 NOSCALE
AT RETROFIT OR FOUNDATION
MISPLACED A.B. B.O. PER PLAN
SEE NOTE 4
VCHOR BOLT SPACING DETAIL
WALL FRAMING WALL FRAMING
PER PLAN PER PLAN
NO SCALE
NO SCALE
HOLDONN 50HEDULE
SIMPSON
MODEL
NUMBER
MIN.
COMP.
POST
DIST. FROM
CENTER OF
GONG. ANCH. TO
FACE OF P05T
ANCHOR TYPE, U.N.O. PER
PLAN, SEE NOTE 2, 3
I OR 2 1 2
POUR POUR POUR
NAILS/ MIN.
5D5 STEM
5CREW5/ WALL
POST BOLTS WIDTH
HDU2
DBL 2X
15/161,
5B 5/8x24 SSTBI6 SST520
6 SCREW5 6"
HDU4
DBL 2X
15/1611
SB 5/8x24 55TB20 55TB24
10 SCREWS 6"
HDU5
DBL 2X
1 5/16"
55 5/5x241 55TB24 55 5/8x24
14 SCREW5 6"
HDUS
6X6
15/51,
515 Wax241 '/8x24155TB28 55TB34
20 SCREW5 8"
HDUII
6X6
15/51,
1"36, NOTE 3
30 SCREWS 8"
HDUI4
6X6
1 9/16"
1%, NOTE 3
56 SCREWS 8"
SPAG I NG
E.N.
W
STHDS/RJ
DBL 2X
11/21,
(24) Ibd 6"
5THD10/PJ
DBL 2X
11/21,
FTF STRAPOCCURS
(28) Ibd 6"
5THDI4/PJ
DBL 2X
11/21,
o
(38) Ibd 6"
NOTES:
I. HOLDOWN5 SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
2. MIN EMBED FOR 51MP50N 55 5/8 AND 551/5 SHALL BE 18". SEE PLAN FOR EMBED IN
ALL OTHER GASES. WHERE 3X SILL PLATE 15 REO'D AND 55TB BOLTS ARE USED,
ORDER SSTB##L FOR LONGER THREAD LENGTH.
3. PROVIDE F1554 GR36 THREADED ROD WITH 28" MINIMUM EMBED IN MONOPOURED
CONCRETE AND NUT WITH 1/2" THICK BY 3" 50. PLATE WASHER AT BOTTOM OF
EMBEDDED END.
4. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 16d OR 12d (DIA.=0.131") AT b" O.G.
STAGGERED.
5. STRAPS: MINIMUM FOUNDATION END DISTANCE FOR STRAP HOLDOWNS 15 11/2". NAIL
51ZE FOR STRAP HOLD01,61N5 IS Ibd SINKER (0.148" DIA. X 3 1/4" LENGTH)
(__2__HOLDOW,N SCHEDULE
SZ NO SCALE
TOP PLATE
AND SPLICE 3X STUDS WHERE 6 8 (5) 16d AT LAP WALL CORNER
PER 4/52 EQ'D PER 5W5 53 53 SPLICE, TYP WHERE OCCURS
:�
I I`I I°I
E.N. PER
5W5
L -L -L I I
SHEAR PLY
PER PLAN
DATE
DBL SIDED W
SHEAR ALL
SHEAR PLY
PER PLAN
1
06.29.16
DBL SIDED
SHEAR WALL
1/8" GAP PER
MANUF., TYP
2
07.18.16
WHERE OCCURS
WHERE OCCURS
1
.v
W
STUD
H.D. PER
SPAG I NG
E.N.
W
E.N. WHERE OCCURS
PLAN
E.N. WHERE
PER 5W5
FTF STRAPOCCURS
FTF STRAP
o
PER PLAN
PER PLAN
INN—
V
BLKG A5 REQ'D
c
tA
AT PANEL EDGES
Cd
E.N.
- SHEAR PLY
E N
SHEAR PLY
LL.
z
PER PLAN
0
PER PLAN
I°I
0 Z
�o
SILL PLATE
CONT. WALL :::..::
COMP. P05T
CONT. WALL
a
COMP. POST
PER SWS
�Z
WHERE OCCURS
PER PLAN WHERE
CURS
///`'
PER PLAN
0 Wce
I'I_
OG
STRAP HOLDOWN
6 TYPICAL sT Z P/HD PIAN SECTION
S2 NO SCALE
IJ
J I I I I F.N.
SHERA FLYI
PER PLAN
J
I . I°
I� II II
I
RIM AT
RAISED
A.B. PER SWS FLOOR
FND PER PLAN -` 12" MIN—
L:LnTICALSHEAR WALL ELEVATION
COMP. POST
A REO'D PER
HD SGHED.
- HD PER PLAN
A.B. PER
HD SGHED.
S2 1 S7n1ZYC0NDn70N NO SCALE
/h -/D -
PERMIT #
BUTTE cREViEWED FOR sERvlcE
CODE COMPLIANCE01
DATE
,v BY�.Y----
REV
DATE
BY
1
06.29.16
CMR
2
07.18.16
CMR
1
.v
W
W
0
Z
INN—
V
M
c
tA
Cd
0
LL.
z
0
0 Z
�o
QV)
a
�Z
0
0 Wce
0WV
J00
z
:E
Cie
0 W
L.L.. � 0 c~n
Z
o
I
U
WC)
Z)
�..
t�
W
z
L
00
z
N
Imo,
Wrz�
i�
Ln
W
trn
FESS/
39
-n
.6-3 7
CIV��
Cr CAI- F
JULY 18, 2016
Phase: PERMIT
Ckd. By: CMR
Date: � 04.12.16
Project #: 16-010
DRAWING NUMBER
2X6 CONT. WITH (5)
Ibd NAILS EA
EXISTING RAFTER
E.N.
2X6 CONT. WITH (5)
Ibd NAILS EA
EXISTING RAFTER
EXISTING RAFTER
ROOF PLY
10 ',RAFTER TO EXISTING ROOF
V
LVL BL
NEW RAFTER PLAN
NO SCALE
I
(E) ROOF PLY SHEAR PLY PER PLAN
TO MATCH WALL BELOW
2X PLATE WITH (5)
I bd EA RAFTER
Ibd 501-E NAILING TO
2X BLK PER 5W5
10
E.N.
14
2X BLOCK
(E) ROOF FRAMING A35 WHERE
OCCURS
E.N.
DBL TOP PLATE PER 4/S2 SHEAR PLY
PER PLAN
SHEAR
PLY WHERE OCCURS
AT "2-5IDE" GOND
WALL FRAMING PER PLAN
rl_J'N PONY WALL AT EXISTING ROOF
S3 No scAr.E
A
'OF RAFTER PER PLAN
DBL TOP PLATE
V
LVL BL
:AFTER TAIL
'OF RAFTER PER PLAN
DBL TOP PLATE
ZOOF RAFTER
'ER PLAN
Z 4/52
'LAN
VALL
NO SCALE
A IOd SINKERS ROOF PLY
AT 8" O.G.
PER PLAN
A
2�fl
fl E.N. +
2X RAFTER
TAIL ONE SIDE
OF RAFTER
5/8 SOFFIT
CONT. SOFFIT VENT
E.N. VERT. 2X4 UNDER TAIL
LVL BLOCK WITH
_GROVE VENT
DIM SHAPED BLOCK
PER PLAN DBL TOP PLATE PER 4/52
SHEAR PLY PER PLAN WALL FRAMING PER PLAN
g� TYPICAL LOW EAVE DETAIL
S3 NO SCALE
ROOF PLY
PER PLAN
RAFTERS
PER PLAN
STRUCTURAL
FASCIA
E.N.
E.N. -J LVL PER PLAN
A55 AT
48" O.G.
E.N.
2X WALL FRAMING
PER PLAN
( r-- RAFTER PER
PLAN
RAKED DBL
TOP PLATE
PER 4/52
SHEAR PLY PER PLAN
SHEAR AT IN51DE FACE
WHERE OCCURS PER PLAN
(E) CON I
A55 AT 48" O.G.
(E) FLOOR
(E) FLOOR J015T
(E) GIRDER
WHERE OCCURS
-- WALL FRAMING PER PLAN
- SHEAR PLY PER PLAN
SOLE NAILING
E.N. (N) FLOOR PLY OR
UNDERLAYMENT PER PLAN
FLOOR J015T
PER PLAN
12 " MIN (N) LU5 HANGER
- LEDGER PER PLAN w/ (2) 1/4" DIA
X 5" 5D5 SCREWS AT 1611 O.G.
-. (E) FOUNDATOIN
T_�LEDGER CONN. AT EXISTING FND DETAIL
S3
NOTE:
SEE 1/5 FOR MORE
INFORMATION
(E CON
A35 AT 48" O.G.
(E) FLOOR
(E) FLOOR JOIST
(E) GIRDER
WHERE OCCURS
WALL FRAMING PER PLAN
- SHEAR PLY PER PLAN 2
FLASHING AND WATERPROOFING, B.0
=B -OT -NAILING
E.N. () FLOOR PLY OR
UNDERLAYMENT PER PLAN
ir
DECK .101ST
PER PLAN
z ` - LU HANGER EA
12" MIN JOIS
=p11
LEDGER PER PLAN w/ (2) 1/4" DIA
6" MIN, X 511!505 SCREWS AT Ib" O.G
U.N.O.
#4 AT 24" O.G. HORIZ 4`-
#4 AT 18" O.G. VERT
WHERE STEM > 24"F. -
5" CLEAR
12" MIN —,� (1) #4 CONT. TOP AND BOTT
5 DECK LEDGER
S3 /
'L'MIN—
A35 AT
PER PLAN
ROOF PLY 48" O.G. E.N.
NOTCH AROUND
TOP FLANGE
OF RAFTER
(2) IOd NAILS
RAFTERS
PER PLAN
2X WALL FRAMING
PER PLAN
'L' = 24" MAX
2X BLOCK
FASCIA
E.N. ��--- 2X OUTRIGGERS
AT 24" O.G.
RAKED DBL
TOP PLATE
PER 4/52
SHEAR PLY PER PLAN
rq__ GABLE CONNECT ION AT LINE B 6 GABLE END DETAIL—WALL LINE A
S3 NO SCALE S3 NO SCALE
SHEAR AT INSIDE FACE
WHERE OCCURS PER PLAN
WALL FRAMING PER PLAN
BLOCK SOLID AT POST AND H.D.
SHEAR PLY PER PLAN
2X DECKING AND
NAILING PER PLAN SOLE NAILING ' '.J
:r
E.N. y*
r,¢
FLOOR JOIST PER PLAN RIM
P.T. SILL AND Aff' ;; R' 5/52
E.N.-,
SLAB ON
GRADE
s PER PLAN
,,,.� WHERE
; , OCCURS
.,� , . cgs '
0=,611 MIN, 6I!bPE FINISHED �
&'RADE WAY
FND.
#4 AT 24" O.G. HORIZ
#4 AT 18" O.G. VERT
WHERE STEM > 24
5" CLEAR
4 12" MIN _4- (1) #4 CONT. TOP AND BOTT
TYPICAL FO UNDAT ION DETAIL
FLOOR PLY AND
NAILING PER PLAN
SOLID BLOCKING--\
GIRDER PER PLAN WITH
BG POST GAP AT POSTS —
4Xb POST WITH (4) Ibd
TOENAILS TO PIER —
"WETSET"
PRECAST f
GONG. PIER
NO SCALE
FLOOR JOIST PER PLAN LAP b"
ON CENTERLINE OF BIRDER
(5) 8d TOENAILS PER F.J.
z
T T � W
� I
DIM PER PLAN FOUNDATION
PER PLAN
2 INTERIOR FOUNDATION
S3 1
POST PER PLAN
POST BASE PER PLAN
5.0.6. PER PLAN
2" GLR MIN
FINISHED
DEPTH PER A4 '� GRADE
PLAN
J •4
REINFORCING
3" GLR WIDTH PER PER 50HED.
PLAN
W 1 TH 5L,A33
POST PER PLAN
POST BASE PER PLAN
2" GLR MIN
b" MAX
- FINISHED
DEPTH PER GRADE
PLAN
REINFORCING
5" GLR WIDTH PER PER SGHED.
PLAN
WITHOUT SLAB
3 FOUNDATIONAT EXTERIOR POST
NO SCALE
NO SCALE
6UTTE COUNTY DEVELOPMENT ���VIt✓E,
REVIEWED FOR
CODE COMPLIANCE
REV
DATE
BY
1
06.29.16
CMR
2
07.18.16
CMR
J
W
W
V
0
W
z
0
Z
O
c%i O
Z
0
O W w
0� Wu
0./_Lu�`
Lu
J� u
�..� VZ
ce
O W
LLJ
mac~
E
�;-
v,' (
u
`Cu
64
•�
W C).�
L u ...
Li
zui
�
W
_.
z w
rn
yrE98l
4
>� EX 0-1
sT Civ
OF CN -
JULY 18, 2016
Phase: PERMIT
Ckd. By: CMR
Date: 04.12.16
Project #: 16-010
DRAWING NUMBER