HomeMy WebLinkAbout043-260-035
4
Building Permit Number: OLI-DV�93
Owner Name: C i appoll t
Residential Construction Requirements
IMPORTANT
This set of plans and specifications MUST be kept on the job site at all times and it is
unlawful to make any changes or alterations on same without written permission from the
Building Division, County of Butte.
All materials and workmanship shall be in accordance with recognized good practices
and of a quality prescribed for the specific use in the 2001 California Building Code
(2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California
Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.)
COMPLY WITH ITEMS CHECKED BELOW
Your . parcel lies within a designated 1 00 -year flood plain. Finish floor,, electrical,
H.V.A.C. equipment and services shall be a minimum of one foot above the elevation
Icate
shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certif
will also.be required.
Note: We will normally accept the following as compliance with the flood elevation
requirements:
1 . Building is anchored to concrete stemwall system with conventional anchor bolts.
2. Building plate on top of sternwall to be one foot or more above the I 00 -year flood
elevation. (Plate height less than 24" above grade, or engineered design required).
Electrical, heating, ventilation, plumbing and air conditioning equipment and
facilities located above the plate.
4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total
net area of not less than I square inch for every square foot of enclosed area.
5. The bottom of the openings shall be no higher than 1 foot above grade.
6. The openings may be screened or covered with other devices that will permit
automatic entry and exit of floodwater.
Page 2of 2
Building Permit Number: b
Owner Name: C � rAP,0&7---L
Parcel lies within the State Responsibility Area (SRA). Comply with attached
requirements.
MFire sprinklers are required in this structure.
The following parcel map requirements shall be met:
V 1,
rMT All structures and equipment including overhangs shall be clear of all easements.
A setback of J5 feet from the side and -'�? feet from the rear property lines and 20
feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of
structures and equipment except for a 2 foot overhang.
Expansive soil may be encountered on this site. This condition may require the
foundation to be designed by a California registered engineer or licensed architect.
0
LONGFELLow LuMBER CO. INCS
Quality Truss Design 9 Roof & Floor Systems -
89 Loren Avenue e Chico, CA 95928-7434
Phone (530) 893-0112 e (800) 678-0112
Fax (530) 893-0140
E -Mail: trusses@longfellowlumber.com
0
ts
CU-stomer: Fred Ciapponi Job No: 28' x 40' Garage
ENGINEER
Mitek Industries, Inc.
Address: 4962 Robert J. Mathews Parkway
El Dorado Hills, CA 95762
AP#:
C -20E (nev. 3103)
Redong �Ray) x u
7777 Greenback Lane, Suite 109
Citrus Heights, CA 95610
(916) 676-1900
APPROVED INSPECTION AGENCY
Timber Products Inspection, Inc.
P.O. Box 20455
Portland, OR 97220
(503) 254-0204
I
CJTLOOKER
Ix4 CONT BRACE AT BRACE
MB43M LOWA!R THAN 12,
ATTACH AT MIDPOINT OF BRACE
W 2-13d NAILS
OANX END SUV
20 HF 5TRONSBACK
(HAL TO LEDOM
JAVIOd 0 12* O.Cj
:2x4 HF LEDaR (NAIL
TO VE"CAL W IOd
RAILS)
�k
-%.-A35 BRACE TO FLAT
FM—H--3AT46'OL.
-i %
NOTE: THIS DETAIL MAY 13E L6W FOR
TRJSSM M714 PIT0W B.C. ALSO.
(0) OFnON TO K5 FLATIN6, WE (3) - 20
KRE STAFLE-5 (0.012 VIA.A5 GA)
TOENAILED THRU C+M INTO K5 4
THRU KM INTO CHORD ON ONE FACE
FOR A TOTAL OF 6 STAPLES. (PI).
(50 4 (HI) KroT 13E PLATEP.
(�tD AR
o'. < MA
cp
R U-,, 1.
.,�Xlt MUOUN
\-3-10d
V NAILS
EAC44 END
6-10d COMMON
2xb VIA60NAL NAILS
BRACE a 4VOc. MAX UNBRACED LENOTH
OF &ABLE ENE) STLO
(2x4 FIR-LARC44)
- 5TNVARO = V-11'
- 01 AW BTK
TF455E5
Tc, VL 15D PSF
NOTE: CABLE W DM16N BASED B6 OL F-ef
Bc, LL OQ
ON -5 MPH KNO, EXIlOWRE 'S' TOTID. 50D F5F
AT 0-25 FEET MEAN HEIC7HT URFAC. 1.15
rfM OF J05 MAIL D&e: 10-0-0,2 Gary Hawkins
JOB NAME i-owmLopq LLHBM Drawn: AK ARCHiTEc:-r
(530)892-2700
CITY, 5TATE CHICO, CALIFOMIA Job no.: 02-11 (2 1370RDGEWOODDR..STE.10 FAXX530)893�0532
I' CHtco. CA 95973 garyurch0sbcglobairvet
JOD Truss Truss ype oty Ply 24'X 40'GARAGE
'IAP0128 Al FINK 19 1 R1 11998(
Longfellow Lumber Co., Inc., Chico, Ca. 95W_8.7434 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Jan 28 15:06:00 2004 Pac
I - -2-" 1 7-4-14 14-0-0 1 20-7-2 1 28-U 30-M
2-0-0 7-4-14 B-7-2 6-7-2 74-14 2-0-0
Scale = 1:51.9
4x4
4
4x4
3x4 3x4 3x4
9-7-4 18-4-12 28-0-0
9-74 8-9-8 9-7-4
LOADING (pso
SPACING
2-0-0
TCLL
16.0
Plates Increase
1.25
TCDL
10.0
Lumber Increase
1.25
BCLL
0.0
Rep Stress Incr
NO
BCDL
7.0
Code UBC971ANS195
LUMBER
TOP CHORD 2 X 4 OF No.I&Btr G
BOT CHORD 2 X 4 DF No.I&Btr G
WEBS 2 X 4 OF Still G
CSI
DEFL in (loc)
Vdefi
Ud
PLATES GRIP
TC 0.45
Vert(LL)
-0.20 8-10
>999
240
M1120 220/195
BC 6.80
Vert(TL)
-0.40 8-10
>839
180
WB 0.22
Horz(TL)
0.06 6
n/a
n/a
(Simplified)
Weight 109 lb
BRACING
TOP CHORD Sheathed or 4-1-15 oc: purfins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 2=1026/0-3-8,6=1026/0-3-8
Max Horz2�12(load case 4) Goo
Max Uplift2=51 (load case 3),6=-51 (load case 4) lauTT �RW
FORCES (lb) - Maximum Compression/Maximum Tension )ING 'k B
TOPCHORD 1-2=0/16,2-3=-2035/38,3-4=-1773/76,4-5�1773176,5-6=-2035/38,6-7=0/16
BOTCHORD 2-10�2/1925,9-10=0/1320,8-9=0/1320,6-8=011925
WEBS 3-10---358/15,4-10=-45/553,4-8=45/553,5-8=-358/15 F4
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) This truss has been designed for the %vind loads generated by 75 mph Winds at 25 It above ground level, using 10.0 psf top chord dead
load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of
dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per LIBC97/ANS195 If end verticals or cantilevers exist, they are exposed to Wind. If
porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(S) Standard
0\kOFESS/OA�--��
G. AAt,,)-
rn
C 1 ' 1
EXP. 06/301105
cjvl�-
OFC
January 28,2004
A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE
Design valid for useonlywith Mirek connectors. This design is based only upon parameters shown. and is for an individual building component to be
Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss
designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the
responsibillity of the erector. Additional permanent bracing of the overall structure is the responsIbililyof the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DS"9 Bracing Specification, and HIB -91
Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoldo Drive, Madison, WI 53719 MiTek�'
I
Symbols
Numbering System
I
General Safety Notes
PLATE LOCATION AND ORIENTATION
Failure to Follow Could Cause Property
*Center plate on joint unless
Damage or Personal Injury
dimensions indicate otherwise.
Dimensions are in inches. Apply
1. Provide copies of this truss design to the
plates to both sides of truss and
building designer, erection supervisor, property
securely seat.
owner and all other interested parties.
J2 J3 J4
2. Cut members to bear tightly against each
V,
TOP CHORDS
other.
C2 C3
J5
3. Place plates on each face of truss at each
0
joint and embed fully. Avoid knots and wane
L
09: 0
0 U
at joint locations.
.,�J
M 0
U 7-
U U
4. Unless otherwise noted, locate chord splices
0-
0 CL
at 1A panel length (± 6" from adjacent joint.)
For 4 x 2 orientation, locate
5, U, dess otherwise noted, moisture content of
lumber shall not exceed 19% at time of fabrication.
I C8 C7 C6 10
BOTTOM CHORDS
plates 1/8" from outside edge
J1 J8 J7 J6
of truss and vertical web.
6. Unless expressly noted, this design is not
-
applicable for use with fire retardant or
preservative treated lumber.
*This symbol indicates the
required direction of slots in
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE
7. Comber is a non-structural consideration and
connector plates.
AROUND THE TRUSS STARTING AT THE LOWEST JOINT
is the responsibility of truss fabricator. General
FARTHEST TO THE LEFT.
practice is to camber for dead load deflection.
PLATE SIZE
WEBS ARE NUMBERED FROM LEFT TO RIGHT
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
The first dimension is the width
4 4
9. Lumber shall be of the species and size, and
x perpendicular to slots. Second
in all respects, equal to or better than the
dimension is the length parallel
CONNECTOR PLATE CODE APPROVALS
grade specified.
to slots.
BOCA 96-31, 96-67
10. Top chords must be sheathed or purlins
ICBO 3907,4922
provided at spacing shown on design.
LATERAL BRACING
SBCCI 9667,9432A
11. Bottom chords require lateral bracing at 10
ft. spacing, or less, if no ceiling is installed,
Indicates location of required
WISC/DILHR 960022-W, 970036-N
unless otherwise noted.
continuous lateral bracing.
NER 561
12. Anchorage and / or load transferring
connections to trusses are the responsibility of
others unless shown.
13. Do not overload roof or floor trusses with
BEARING
stacks of construction materials.
Indicates location of joints at
which bearings (supports) occur.
OWN"
TIAM",
00 J I
in@
14. Do not cut or alter truss member or plate
without prior approval of a professional
engineer.
MM D W� VKV_Q
15. Care should be exercised in handling,
erection and installation of trusses.
MITek Engineering Reference Sheet: Mll-7473
C 1993 MiTek@ Holdings, Inc.
LONGFELLow LuMBER CO. INC.
Quality Truss Des��n - Roof & Floor Systents
89 Loren Avenue 9 Chico, Ok 95923-74.34
Phone (530) 893-0112 - (800) 678-0112
Fax (530) 893-0140
E -Mail: trusL-.e.�olongfellowlumber.com
it Is the responsibility of the Installer (builder, building particular roof or floor. These recommendations are
contractor, licensed contractor, erector or erection based Upon the cdlective experience of leading
cont ctor) to ProDerIv receive. unload, store, handle, technical personnel In the wood truss Industry, but must,
install and brace metal olate connected wood trusses to due to the nature. of responsibilities involved be
protect life aryd properly The Installer must exercise the presented as a guide for the use of a qualill'.d building
same high degree of safety awareness as with any other designer or Installer. Thus, the Truss Plate Institute, Inc.
structural material. TPI does not Intend these expressly disclaims any responsibility for damages Truss Plate Institute
recommendations to be Interpreted as superior to the arising from the- use; applicallon-or reliance on the 583 D'Onofrio Dr., Suite 200
project Architect's or Engineer's design specificatlon for recommendations and Information contalned heroin by Madison, Wisconsin 53719
handllng, Installing an I d bra cing wood trusses for a building designers, Installers, and others.
(608) 833-5900
Wound Hafeina I
Building Interior Building Exterior
PLUMB
Truss
12"
Depth
1.
D(in)
I
to=
Lesserof
3/4"
N,
D/50 or 2
+ 1/4
1-1/4"
M X1.
a mum
Plumb
Misplacement
Line
RT -i -2-3E (Rev. 3/03)
BOW
Length
L (in)
...........
+ T Lesser of
U200 or 2"
L (in) - . L (in)
............. ...........
T Lesser o
V4 Ui U200 or f2" U
M2&9&M
12"
1/4*
1.
ffim
I
to=
36"
IN=
3/4"
N,
3'
man
60"
1-1/4"
6'
84"
1-3/14r"
20.8 -
lor
0
BOW
Length
L (in)
...........
+ T Lesser of
U200 or 2"
L (in) - . L (in)
............. ...........
T Lesser o
V4 Ui U200 or f2" U
M2&9&M
AT
150"
314"
1 2.5'
'
1 -1/4"
20.8 -
12
All lateral bract . s
lappedatleast2
trusses.
All letteral braces
Confinuo,usTopChord lop pod at least 2
Lats(alBrabe trusses;
Required
10"orGrPolater.
Attachment
Rewired
Span Top Chord
Lateral Brace
Uteml Brace.
Spacing (LB).
A2.
Spacing (LB)
I pa� r9f,_ i,
7i
RA W,
Up to 28' 2.5
7' 1 7 12
Over 28'— 42, 3.0
16,
Over 421 � 60' 3.0
Over 60' See a registered professional
Note: Bottom chord & web
DF = Douglas Fir -Larch
member temporary bracing also
HF = Hem -Fir
required — refer to Frame 4.
SP = Southern Pine
SPF = Spruce -Pine -Fir
RT -1 -2-3E (Rev. 3/03)
Top Chords that are laterally braced can
buckle together and cause collapse if
there Is no diagonal bracing. Diagonal
bracing should be nailed to the underside
of the lop chord when purlins are
attached to the topside of the top chord.
sr 12
Top Chords that are laterally braced can
buckle together and cause collapse if
there is no diagonal bracing. Diagonal
bracing should be nailed to the underside
of the top chord when purlins are
attached to the topside of the top chord.
Uteml Brace.
MidibnaL.26
A2.
Spacing (LB)
I pa� r9f,_ i,
7i
n
Up 10 32'
14/12
0 15
O9er32':-4&A4/l2
15 , ..!�
Over 48'— 60' 4/12
15' 16 14
Overool. ele, a registered professional engir
Note: Bottom chord & web
DF = Douglas Fir -Larch
member temporary bracing also
HF = Hem -Fir
required — refer to Frame 4.
SP = Southern Pine
SPF Spruce -Pine -Fir
ContinuousTopChard
Lateral Brace
flectwed
7_711�
Wo,rGfeater
Attachment
Required E�I
Top Chords that are laterally braced can
buckle together and cause collapse if
there Is no diagonal bracing. Diagonal
bracing should be nailed to the underside
of the lop chord when purlins are
attached to the topside of the top chord.
sr 12
Top Chords that are laterally braced can
buckle together and cause collapse if
there is no diagonal bracing. Diagonal
bracing should be nailed to the underside
of the top chord when purlins are
attached to the topside of the top chord.
12
14 or greatier
t)OUOM Un— uld�jvrlal
repeated at each end of the
building and at same spacing
as top chord diagonal bradng.
1 as specified by the
truss engineering -
Permanent
continuous
lateral bracing
RT -1-2-3E (Rev. 3/03)
Lateral Brace
Spacing (LB.)
Z1111i, IN: 10 15
1.1 T
4/12 15' 16 14
See a registered professional engineer
DF = Douglas Fir -Larch
HF = Hem -Fir
SP = Southern Pine
SPF = Spruce -Pine -Fir
All lateral
braces lapped
at least
2 trusses.
Temporary cross bracing at
each end of the builcring
and repeated at
201intervals.
:2'-Ou
N'AT
4" CONC. 5LAB,,
�11 If �111' -1 t .III- Iff . - 1 11 1 1 1 - . 1 1. k � � I
It
ROOF PLAN
1/,51 = I 1 -0"
�Vxo
X0
a- - - -------
.,Yfl. 5D. a OL
5/8, IS
6F I
BarMnfial constru&o
-Re g, u i mm
ents
t3UTTE COUN.,
FLOOR'J=lLAN
TM ri
1 /4 1 'rO A, 'ILDINGI)EPAA
P R' �O v r�
A.4 x;;71lv
v'lfl'Nz;lr_lL_r-%Z;l, I I F
r- - - - - - - - -
4" 00Nr,. SLAB
OVEM 41 BASE
6" MINTHICK 5LAE3 a
11RAGED KALL r-
INTERIOR BRACED HALL PANELS
"-HARD1 PANEL 51C)INC7
4lNTl--_K1O1Kl
MNISH
SRAD
r
R.O. FOR
:2'-Ou
N'AT
4" CONC. 5LAB,,
�11 If �111' -1 t .III- Iff . - 1 11 1 1 1 - . 1 1. k � � I
It
ROOF PLAN
1/,51 = I 1 -0"
�Vxo
X0
a- - - -------
.,Yfl. 5D. a OL
5/8, IS
6F I
BarMnfial constru&o
-Re g, u i mm
ents
t3UTTE COUN.,
FLOOR'J=lLAN
TM ri
1 /4 1 'rO A, 'ILDINGI)EPAA
P R' �O v r�
tV
cn
rTl
D �3- �i� -asp
R
A/a
ATION,
.-F SOUTH,tLE�
V.
NOmIKELEVATION'
pigrf�ture
OF
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