HomeMy WebLinkAbout039-460-008'Ag.
ST g
Burdic d.•& Durham- Dayton Rd.
Permit 1358=71B (new duplex)
CONTR: John Nystrom JR.
A. P. 39-46-8
LOT BLOCK SUBDIV. GLADYS L . YOUNG'
s/s Burdick Road at c e
TYPE OF Burdick Rd & Durham ayto
PERMIT PERMIT NO. PLAN NO. DATE CONTR: North State Alum n 6 ED
_Permit- 2 1 u � �1 co
_ =1_ -57�72__(a ddi tion -duplex)
039-46-0-008 92-3073B
YOUNG, , Gladyce
2503 Burdick, Durham
reroof/duplex
11;
YOUNG, Jack
-10,
39 -
Burdick Rd. & ham -Dayton Rd. , Dw
CONTR• J. Nystr Jr., P. O. Box 381
(new duplex)
i
PERMIT DESIGNATION: B -BUILDING
DEPARTMENT OF P -PLUMBING
T -TRAILER
BUILDING AND SAFETY
Glad oun
E -ELECTRICAL U -USE PERMIT
TV -RADIO-TV ANTENNA V - VARIANCE
S/W-SIDEWALK NOTICE S_ SIGN PERMIT
HM -HOUSE MOVING
EP -ENCROACHMENT
D - DEMOLITION 600.1
9-70B` gi
8=70E
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•46-8
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LOCATION,
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REINFORCING
STEEL
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LATH
EXTERIOR
LATH
INTERIOR
PLASTER
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PLASTER
CONCRETE
BLOCK
GARAGE
FIREWALL
FIREPLACE
FINAL
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039-46-0-008 92=3073B
i=`K• �. YOUNG,, Gladyce
2503 Burdick, Durham
reroof /duplex '
IF
ti'i7�''�••y"Vrk ,� ti,�e.- �'-a `'' .•�}:�a{�*'�) .. � � n�^ t. • AI .��,._r� j )•,� �.' I r•
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541
APPLICATION AND PERMIT
PERMIT NO.
ASSESSOR PARCEL NUMBER
039-460.008•
ZONING
R 1
BUILDING PERMIT
OWNER
GLADYS YOUNG
TELEPHONE.
342--8441-,
SQ. FT. OCC. BUILDING VALUATION
OWNER'S MAILING ADDRESS
P.O. BOX 191 DURHAM 95938
SO 132
�J
CONTRACTOR'S NAME
TELEPHONE
CONTRACTOR'S MAILING ADDRESS
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $
LENDER'S MAILING ADDRESS
Filing ,Fee $ 15,00
Permit Fee $ 28.50
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee $
Energy Plan Checking Fee $
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty $
BUILDING ADDRESS
2503 BURDICK DURHAM 95938
Permit fee $
PLUMBING PERMIT Filing Fee 15.00
Each Trap 5.00
Solar or heat pump water heater 20.00
LOT NO.
SUBDIVISION NAME
PARCEL MAP
Water piping 7.00
Each qas water heater or vent 7.00
USE OF STRUCTURE
SF ❑ Duplex[j'' Mobilehome❑ Other
SPECIFY
Gas piping system 1 - 5 outlets 5.00
Building sewer 15.00
Mobile Home S I G I W @ 15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑
Describe work: RERWE WITH OOMP
Permit Fee $
Contractor
ELECTRICAL PERMIT Filing Fee 15.00
Main service 200AORLESS 18.50
Main service 200ATO1000A) 37.50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license Is In full force and effect.
No. Classification
I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
NEW CONST. ( DWELLING OCCUP. �� 3.6Q sq.ft.
OR ADONS. ACC. BLDGS.
NEW CONSTR ULTI.OUTLET
NON-RESID BRANCH CIRC ITS @ 5.00
POWER APPARATUS e
SINGLE OUTLET CIR.
EX. Occu 20 76
Occup(OUTLETS OR FIXTURES
FIXED APLNS.License
EX. Occup. OUTLETS (•RESID )REA.1 I 3.00
Temporary service 15.00
Mobile Home Facilities 15.00
Misc. Wiring
g 15.00
Permit Fee $
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑ I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
oI Consent to Self -insure.
I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Contractor
MECHANICAL PERMIT FiIingFee 15.00
Heating
Cooling
g
Hood 6.50
Ventilation
Permit Fee $
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.occ
I also agree to save, indemnify and keep harmless the County of Butte against ,
all liabilities, judgments, costs, and expenses which may in any way accrue
against said County in consequence of the granting of this permit.
X ✓/ v Date ` 3 / — IF Z.
Sign e.of Applicant — Owner antractor ElAgent ❑
An OSHAwork
permit is required For excavations over S'l)" deep and demolition or construct-
ion of structures over 3 stories in height./
Mobile Home Installation Fee S
Energy Inspection Fee $
CONST TYPE
TOTAL FEES 43.50
HA2
DFEES I
IMP
I FLOOD
I CDF
PARCEL
PD
HD
ISSUE
This permit is hereby issued under the applicable provi-
sions of the Butte County Code and/or resolutions to do
indicated 9bove or w ich fees have been paid.
)
I 'ECT OF BLIC WORKS
By % Date ..
PERMIT EX011006 Date a _;/- y
-- -��—
Receipt No.1230 Iii <I ; 1D
WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Orovilie, California 95965 - Telephone: 916/538-7541
APPLICATION AND PERMIT
PERMIT NO.
ASSESSOR PARCEL NUMBER
039-460-008
ZONING
:i R"l ,
BUILDING PERMIT
OWNER
GLADYS YOUNG
TELEPHONE
342-8441
SQ. FT. OCC.1 BUILDING VALUATI N
OWNER'S MAILING ADDRESS
P.O. BOX 191 DURHAM 95938
22 SQ COMP 1,320
CONTRACTOR'S NAME
TELEPHONE
CONTRACTOR'S MAILING ADDRESS
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation is 1 -121
LENDER'S MAILING ADDRESS
Filing Fee
$ 15,00
Permit Fee
$
ARCHITECT OR ENGINEER
LICENSE No.
Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Energy Plan Checking Fee
$
Penalty
$
BUILDING ADDRESS
503BURDICK DURHAM 95938
Permit tee
PLUMBING PERMIT
Filing Fee 15.00
Each Trap
5.00
Solar or heat pump water heater
20.00
LOT NO.
SUBDIVISION NAME PARCEL MAP
Water piping
7.00
Each qas water heater or vent
7.00
USE OF STRUCTURE
SF ❑ Duplex[[j�/Mobilehome❑ Other
SPECIFY
Gas piping system 1 - 5 outlets
5.00
Building sewer
15.00
Mobile Home S I G I W
@ 15.00
TYPE OF WORK
New❑ Addition❑ Remodel❑ Utilities❑ Installation[] Other ❑
Describe work: RFRC)OF WTTH COMP
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Filing Fee 15.00
Main service 200A OR LESS
18.50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professicns Code and my license is in full force and effect.
License No. Classification
I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
Main service 200A TO IOOOA)
NEW CONST. DWELLING OCCUP.&\
OR ADONS. ACC. BLDGS. //
_37.50
3.60 sq.ft.
NEW CON ST R. ULTI.OUTLET
NON-RES,.BRANCH CIRCUITS
@ 5•00
/POWER APPARATUS &
(SINGLE OUTLET CIF.
EX. OCCU p OUTLETS OR FIXTURESAL
20 764
6D 4RA
FIXED APPLNS. OR
Ex. Occup. OUTLETS (RESID.) EA.)
I 3.00
Temporary service
15.00
Mobile Home Facilities
15.00
Misc. Wiring
'15.00
Permit Fee
$
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑ I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
I Consent to Self -Insure.
L? ' shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply' with such
provisions or this permit shall be deemed revoked.
Contractor
MECHANICAL PERMIT
Filing Fee 15.00
Heating
Cooling
Hood
6.50
Ventilation
permit Fee
$
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
against said County in consequence of the granting of this permit.
X —3 _ �j' Z
Date
Sign re of Applicant — Owner ontractor ❑ Agent ❑
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONSTTYPE
TOTAL FEE $ 43.50
HA2
D 111
IMP
I PLOOD
EDP
PARCEL
PD
HD
ISSUE
This permit is hereby issued under the
sions of the Butte unty Code and/or
work indicate ve r w ich fees
T OF UBLIC
By
PE IT EX I S Date
applicable provi-
�
resolutions to do
have been paid.
WORKS
Date
Receipt No.1230 ?-q6415a
WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Oroviller Callfornla.95965 - Telephone: 916.'538-7541
APPLICATION AND PERMIT,
PERMIT NO.
ASSESSOR 00ARCIL NUMBER
091?—
ZOy,I
—f
BUILDING PERMIT
OWNS R � /
TELEPHONE
SO. FT. OCC.1 BUILDING VALUATION
NER' MAILING A0043,633
P lc36
320'
I
CONTRACTOR'S NAME
NE E.
CONTRACTOR'S MAILING AOORE33
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation Is 1320
LENOE:t •s MAILING AooRE33 -
ARCHITECT OR ENGINEER - - LICENSE NO.
Filing Fee _
$ 15.00_
Permit Fee
Plan Checking Fee
S 28,5
$ -
ARCHITECT OR ENGINEER'S MAILING AOORE33
Energy Plan Checking Fee
$
Penalty
S
BUILOING ADDRESS
Permit fee
' -n
�Gr�L�f_ll'fl�l
PLUMBING PERMIT
Filing Fee 15.00
Each Trap
1 5.001
Solar or heat pump water heater
1 20.00
LOT NO. SUBDIVISION NAME PARCEL MAP
Watee piping
7.00
Each qas water heater or vent
7.00
USE OF STRUCTURE
SF ❑ Duplex❑ Mobilehome❑ OtherBuilding
SPECt FY
Gas piping system 1 - 5 outlets
5.00
sewer
15.00
Mobile Home S G W
@, 15.00
TYPE OF WORK
New ❑ Addition Lr_I, Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe work:
Permit Fee
$
Contractor
ELECTRICAL PERMIT
FiIingFee 15.00 i
Main service 200A OR LESS
1 1 18.50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No. Classification
❑ I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I, as the owner, am exclusively contracting with licensed contract -
ors. (Sec. 7044)
❑ I am exempt under Sec. Business and Professions Code
for this reason
Main service 700A TO IOOOAI
I 37.50
NEW CONST-( DWELLING OCCUR.&)
OR ADONS. l ACC. BLDGS. I
3.6esa.tt.
NEWCONSTR. UL7I.OUTLET
NON .RESIO. .RANCH CIRC"ITS
@ 5.001
/ POWER APOARATJS !++
lSINVGLE OUTLET CIR. J
Ex. OCCup( OUTLETS OR FIXTURES
R 20 a1 7Ed
F-AEO A—Id
Ex. Occup. OUTLETS (RESIO.)REA.)
I 3.001
Temporary service
1 15.00
Mobile Home Facilities
15.00
Misc. Wiring
I 15.00
Permit Fee
S
Contractor
nvnr�m Gt• J �.vmr cnan I IVIS II�J\JAMIVVC ,
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑ I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
❑ .I shall -not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
Provisions or this permit shall be deemed revoked.
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments. costs, and expenses which may in any way accrue
against said County in consequence of the granting of this permit.
Date
Signature of Applicant — OwnerF_" Contractor EAgent ❑
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
-an of structures over J stories in height. '
l
Receipt No.
MECHANICAL PERMIT I FilingFeeT 15.00
Heatina
Cooling
Hood
Venti Iation
Permit Fee
Contractor
Mobile Home Installation Fee $
Energy Inspection Fee $
OCC I CONST TYPE
TOTAL'FEE $
HAL 10 FEES I IMP F FL000 COF P,
6.50
This permit is hereby issued under the applicable provi-
sions of the Butte County Code and/or resolutions to do
work indicated above for which fees have been paid.
DIRECTOR OF PUBLIC WORKS
BV Date
PERMIT EXPIRES Date
COUNTY OF BUTTE - Department of Public Works
7 County Center Drive,'Orovil.le, CA 95965 Phone: 916-538-7541
OWNER -BUILDER VERIFICATION
Attention Property Owner:
An 'owner -builder" building permit has been applied for in your name and bearing
your signature.
Please complete and return this information at your earliest opportunity to avoid -
unnecessary delay in. processing and issuing -your building permit. No building permit
will be issued until this verification is received.
1. I personally plan to provide the.major labor and materials for construction of
the proposed property improvement (yes or no) 1115S
2. I (have/have not) signed an application for a building permit
for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed
construction:
Name
Address City
Phone Contractors License No.
4..•I plan to provide portions of this.work, but I have hired the following person
to coordinate, supervise, and•provide the major work:
Name
Address City
:Phone -' _ Contractors `License -No. - -
5. I will provide some of the work but I have contracted (hired) the following
persons to provide the work indicated:
Name Address Phone Type of Work
NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and
19832 of the California Health and Safety Code.
This verification must be completed and returned to our office before we are per-
mitted to issue the permit.
t
PERMIT NUMBER - B 135A
P 1.337
• � yE .
i
-;
E 1279
�I
if
PERMIT EXPIRES
'*OWNER 1
Gladys Young
14CONTR:
John Nystrom, Jr.
r
LOCATION (A.P. 39-46-7
r. Burdick Rd..& Durham -Dayton Rd., Durham
t;_ C
-72
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COUNTY OF BUTTE
Department of Public Works
BUILDING INSPECTION RECORD
Zoning
Setback l/
—�8 /`��—
Forms �% —��� %
Foundation _ % a —7 %
Piers & Girders
/I — Z4 —_^7 %
Fireplace
Rgh. Plumbing %% Zy ��
Bond Beam
C
d ooUJlfa
Lath & � ster
Rein. Steel —
Gas Piping & Test
Found. Vents
Framing Z e
Plmg. Topout
,✓ . % Z % C
Rough Elec.
Wtr. Htr.
Furnace
Kitchen Vent
Firewall
Garage Vents
I -/0 ^ 7 K
Sanitation & Water
ELECTRIC
GAS
BUILDING
Temporary•'� "' /0 " % 2 / <- •_
Temporary
�. ��
Cert. of Occup. 3 ^ r<
Final g— % Z
Final ¢'
3` % L "
Final
DATE REMARKS OR CORRECTIONS
t
5116. )-j pk�y
f 1!
n/'Ocld/c--
r,
+ COUNTY OF BUTTE / 3 -`% / IV.
DEPARTMENT OF_PIj.BLIC WORKS
7 County Center Drive - Oroville, California 95965
Phonet 533-1230, Ext. 259
APPLICATION AND PLUMBING PERMIT r
Permittee Owner �r � n 1,// 1! S V r5 r r �.� Q A.P. No. r 4 7
Mailing Addressy - i a �t % '^/ l i �� t %1 6 r v1
Contractor / IV 1�7 l J'D A-$4
r n
Mailing Address P0. / / _ U X/ 3 8 l )a l ! r /- �i) /1, ,/f ? f
BLDG. Address ! l I ' f� 1 [' !�' I el V 41yl H/!1 t-1
DESCRIPTION OF WORK No. @ Fee
NEW 0 ADDITION F-1 REPAIRS 0 PERMIT FILING FEE 62.00—'
Each fixture or trap or set of
fixtures on one trap 1 1.50 L
OTHERS:
Repair or alteration drainage
or vent piping 1.50
Remarks: Installation or repair
water piping 1.50
Each gas water heater or
USE OF STRUCTURE gas heater vent Z 1.50 7+
Gas piping system 1 - 5 outlets 1.50 'A
Single Multi
RESIDENTIAL Family E] Duplex E] Dwelling E::] Gas piping 6 or more - Each .30
House Sewer 5.00
OTHERS: Lawn Sprinkler system 2.00
f
Remarks:
TOTAL 'FEEJ $ �(
CONTRACTORS LICENSE LAW .
A. LICENSED CONTRACTORS COMPLETE THE FOLLOWING:
I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name
style of.......(t) ') .-Tp I.1 til A %)./e, T len i," 7 1t
...........................................................................................................................................................................................................
.....................
License No.,%,,,'7,/ Q !, Classification ,,,,,,,,,,,,,,%? - ,,, and certify that the aforesaid license is in full force and effect.
B. OWNER -BUILDER 8, OTHERS COMPLETE THE FOLLOWING:
I am exempt from the Contractors License Laws of the State of California under Sec. 7031.5 because (check one):
Q I am the owner of the above property and I will contract to have all of the above work performed by licensed contractors.
( Sec. 7044).
I am the owner of the above property and do not intend to offer it for sale for one year from the date of completion of the
improvements. (Sec. 7044).
0 Basis, if any, for other statutory exemption.................................................................................................................................................................,
. ...........
WORKMEN'S COMPENSATION INSURANCE
I am aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liabil-
ity for Workmen's Compensation. I have placed on file with the County of Butte a certificate of compliance or proof of exemption
pursuant to Section 3800.
I certify that I have read this application and state that the
above information is correct. I agree to comply with all County
ordinances and State Laws relating to building construction,
and hereby authorize representatives of the County of Butte
to enter upon the above mentioned property for inspection
purposes.
........................................................................................ Date ......................................
SIGNATURE OF PERMITTEE OR AGENT i
ReceiptNo ............. ....................................
This PLUMBING PERMIT is hereby issued under the appli-
cable provisions of County resolutions and/or ordinances.
DIRECTOR OF PUBLIC WORKS
BY....�....*!..:..:.....r�.................................Date..:...........:......
DESCRIPTION OF WORK
NEW 0 ADDITION F-1 METER SERVICE F-1
OTHERS:
Remarks:
USE OF STRUCTURE
Single Multi
Family Q Duplex, Q Dwelling Q
OTHERS:
Remarks:
PERMIT FILING FEE
"
COUNTY OF BUTTE
Fee
$2.00
DEPARTMENT OF PUBLIC WORKS
r -
1.00
7 County Center Driue - Oroville, California 95965
Main Service
Z
PHONE: 533-1230, Ext. 259
Sub -panel /(12 or ' (more than
less) _ 12)
2—
APPLICATION AND ELECTRICAL PERMIT
,
Permittee Owner
1-110 � ri
Ci
+�
A. P. No. 7 r
Mailing Address
r
f'. (� ��C] k`(
r /
%
Contractor
\/. 1 V S /
N (*, ✓)
Li 1- -
Mailing Address
r
f? 0 . /3 a �(
II
.� ( /� 1 , `»!1 1
/
BLDG. Address
% r 1,/ /-e4, / 0_ K
% C11, i i-l?O,i4 /) (T ti Jn i ( ('11 r-
r Jfe7 "-1
DESCRIPTION OF WORK
NEW 0 ADDITION F-1 METER SERVICE F-1
OTHERS:
Remarks:
USE OF STRUCTURE
Single Multi
Family Q Duplex, Q Dwelling Q
OTHERS:
Remarks:
PERMIT FILING FEE
No.
Fee
$2.00
Supplementary Filing Fee
1.00
Main Service
Z
Sub -panel /(12 or ' (more than
less) _ 12)
2—
Each
,
Range, Dryer or Water Heater
Z
Each L00
Oven, Cook -Top or Space Heater
Each -50
Li
Light Fixtures
e
i Z
First 20 .20
Each Additional 10
.
Li 1- -
�� �e)
Receptacles., Switches & Fixture Oudets
f� Z
First 20 .20
Each Additional :10
/
Hood, Exhaust Fan or F.A. Furn. Motor
Each .50
J
Evap. Cooler, Gar. Disp. or Dish asher
Each .50
1 J
Air Conditioner or Heat Pump
Misc. Wiring
TOTAL FEE
CONTRACTORS LICENSE LAW
A. LICENSED CONTRACTORS COMPLETE THE FOLLOWING:
I am licensed under the provisions
o�f Chapter 9, Div. 3, of the State of California Business tit Professions Code under the name
style of..............�.....�!.:....!`!»S/2laNf ..�/<
............... ......................................................................................................................................................
License No. � ( s. Classification ..?-( ............................ . and certify that the aforesaid license is in full force and effeca
... .............
B. OWNER -BUILDER & OTHERS COMPLETE THE FOLLOWING:
I am exempt from the Contractors License Laws of the State of California under Sec. 7031.5 because (check one).
Q I am the owner of the above property and I will contract to have all of the above work performed by licensed contractors.
(Sec. 7044).
C] I am the owner of the above property and do not intend to offer it for sale for one year from the date of completion of the
improvements. (Sec. 7044).
0 Basis, if any, for other statutory exemption ....................................................................................................._..»...._......».....»_........»._.. ..... ..
WORKMEN'S COMPENSATION INSURANCE
I am aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liabil-
ity for Workmen's Compensation. .1 have placed on file with the County of Butte a certificate of compliance or proof of exemption
pursuant to Section 3800.
I certify that I have read this application and state that the above in-
formation is correct. I agree to comply with all County ordinances and
State Laws relating to building construction, and hereby authorize repre- This ELECTRICAL PERMIT is hereby issued unlet the appli-
sentatives of the County of Butte to enter upon the above mentioned cable provisions of County resolutions and/or ordinances.
property for inspection, purposes..
( r// , U /-7
DIRECTOR OF PUBLIC WORKS
x ............... fn �l fLL.' 12 " Date , (ri I ,....... ..................... .......... ....... ..............
.....:. ...... ................... ...... ............
SIGNATURE OF'PERMITTEE ORFAGENT
- By ............................. .................. Date ............................»....
Receipt No .......:..............
PERMIT NUMBER - B 1257-72 R
P
y E
PERMIT EXPIRES G-rZ7-1
4 OWNER Gladys Young
1
CONTR:, North State Al inum Chico
LOCATION (A.P. 39-46-8
` s/s Burdick Rd. at corner of Burdick
Rd. and Durham -Dayton Rd.
E'
3-/6-76
I-
CGUNTY OF BUTTEz,
Department of Public Works
BUILDING INSP'ECTIOJN RECORD
Zoning
" 'Setback
Forms
Foundation
Piers & Girders
Fireplace
Rgh. Plumbing
Bond Beam
Lath & Plaster_
Rein. Steel
Gas Piping & Test
Found. Vents
Framing
Plmg. Topout
Rough Elec.
Wtr. Htr.
Furnace
Kitchen Vent _
Firewall
Garage Vents
Sanitation & Water
ELECTRIC
GAS
BUILDING
Temporary
Temporary
Cert, of Occup.
Final
Final. -
Final
DATE
REMARKS OR CORRECTIONS
I-
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORK
A 7 County Center Drive — ,Oroville, California 95965
Telephone: 533-1230, Ext. 259
APPLICATION AND PERMIT
- '
BUILDING
Owner „ ad ✓-s L
SQ. FT. OCC. I BUILDING VALUATION
(�® L
Mailing Address
n
` �
/ ""
Fireplace
Contractor (� s ��r �/
Total Valuation
Mailing Address , U 0 gy,7,
Permit Fee
Plan Checking Fee&/or Penalty
Permit Fee $ d
$ ,OD
C
Building Add �� !G
PLUMBING No. @ FEE
PERMIT FILING FEE $2.00
nn `✓�71
J t. CA" ? + Jf-w � L �6�s f� J
Each Trap 1.50
Repair drainage or vent piping 1.50
Water piping 1.50
Each gas water heater or vent 1.50
07
A. P. No. _ 446_
p[
Zoning
Gas piping system 1 - 5 outlets 1.50
Each additional outlet .50
Fire Zone
Fire Dept.
Sanitation
Planning
Building sewer 5.00
Plans
Fees
W. C.
R/W =Encroachment
Lawn sprinkler system 2.00
NEW ADDITION OTHER ❑
Permit Fee $
$
ELECTRICAL No. @ FEE
PERMIT FILING FEE $3.00
Main service incl. 1 meter
Additional meters, each 1.00
USE OF STRUCTURE Single Family ❑ DuplexNg,, Others ❑
Sub -panel (12 or less) (more than 12)
Range, dryer or water heater 1.00
C•
Oven, Cook -top or space heater 1.00
Light fixtures
Receps., switches & fix outlets
CONTRACTORS LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of California Business & Professions Code under the name
style of:
y
yoi 9
Hood, Ex. Fan or F.A. Furn. Motor 1.00
Evap. cooler, gar. disp. or D.W. 1.00
Air conditioner or heat pump
Water pump
Mi sc. wiring
License No. 609 Classification
❑ i am exempt from the Contractors License Laws of the State of California.
Permit Fee $
$
WORKMEN'S COMPENSATION INSURANCE
1 am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Workmen's Compensation.
I have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
0 I certify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
MECHANICAL No. @ FEE
PERMIT FILING FEE $3.00
Heating
Cooling
Ventilation
Permit Fee $
$ ,. d D
I certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
$$tate Fee for Strpng Motion
In0trumentation rogrom $0.07/$1000 Evaluation
$ Q
TOTAL PERMIT FEE
$ r
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
Date
Signature o Pe�err ""ttee�e,or Ag/e�nt
Receipt No. ,! (��f D _
White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOR -OF PUBLIC WORKS
BY o7- — �—� Date 7 2
Building Permit Expires Date4- 14-- ?_3
a
— u N 0
Q
t E
p Q t,
t A
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R
ATTACHED -FASCIA ,POST, 8( FOOTING TABLE A
S.aa nota 9 2., r--- Saa nets 3
,way
ppt ® Pro'. ear length eP Pro'. Far Qor 1angVh P
wk.ehmartt. . u nr s4aopoca ik.e#,mnnt.
P.na1 Spon P nn\ span nd b m
sac Tdb\a 6,
\'a °a: ,J
4".'V FASCIA 4"x3" FASC1 A
PROD. POST TYPE
.51151.032"LS.1.5:.oa2.5:45:•040.q'i\Si.O40.5��5i.065'1.5+\.5'..06'1.531.5':.03 .Sx1.5'�Aa7.5"a\.5'.04 \.5+1.5':•o4o.5i1.S'".°45.5'+I•S'a.°65 •5:1!
(sea Scroll Scroll Scroll Scroll Sinq\n Scroll Screll Scroll Scre\\ Scro\\ Single Scro1\ Scr
dia9reme POST HEI4HT
Obeva) 9,_i0„ 8,_O. 44,_9„ 8•_O •. 8._3., y,_6. 11 9'-10" 8•_O.• y,_q., W -O" 8,-3"
POST SPAC\NIG AND FOOT\NIG S\7E CUBE
LIVE LOAD 10 psf, HORIZ. WIND 10 psf, UPLIFT 7.5 psf
G' -O" 12,_3"15•,12•_3.15.12' -3';15"12 -3115"I2 -3115"12' -3;15•'14•'2'115"14' -2;15"14'-2';!5"14'-2:15•,14•_2;15.•\4•_2.115"10'_
15"11-4; 15"11'-4';IS"11'-4'; IS" 11'-4;15"12'-10; 16"13'-2 ;16"13'-2:16"13'-2;16"13'-2';16"13'-R,\C'13'-
8'-O" 110'-8"Ib"10'-8';16"10'-B;Ib"110'-8';
of - O" lo' -O':16'• 10-0;16" 10'-0';16' 10•-o';1v lo`-o-:tv lo' -0;16" O -O",16'• 11 '-B';\l" 11'-8'111" II' -8, V. I%. -a.;1.1 \\'-8';kl" II'-
10'- o" 9 -1 "16 9"6:16 7-6';Ib" 9'-6';16" 9•-6':16" 9'-6'1,16" 9'-1,16" 11'-1",\1" 11'-1".Il" 11'-1';11" 11'-1,11" \\'-\, Il• 11•-
11 -O -3'•I ,1 9 -1';16" 9'-1';16" 91-1116" 9'-1 ;I6"
12'-0" l'-1;16" B•-9:11' 8'-91,11" 8'-9: I1" 8'-9;11' B' -9:k1" 1' -1';16"\O' -1';1l" 9'-5:11"lo'-1 ;11"10'-0•;\1'•X0'-1';\l"lo'-
13'- O" 1'-0;16" 8'-4;11' 8'-4':11" 8'-4'5 VI 8'-4';I1° S'-0"11" 11'-O"M." 9'-9",18" 8'-9';111" 9'-9;18" 9'-3:I1" 9'-9,\8" 9'-
14 O" 6'-6"16" 8'-1" Il' 8'-1'111" 8'-I, II" 8•-1,11" e' -1;\l" 6'-4';16" 9'-4':18" 8'-1",11" 91-4"08" 8'-1;1-1 -
" a 4;18` 9•-
IS'- O" 6'-1';16" 1'-10" Il' l'-1, ll" 1'-10,11" l'-10'; Il" l'-10,\1" 6'-1"116" q'-1",18" 1'-1';11"9'-
16,_0 •, 5'-8"16° l' -I ;IB' 1'-1':11" l'-l'IB" 11'-6'; Il" 1'-1:18" 5'_8'1\6" B'-6';\8" 1'-1'111' 8'-9118" 1•-6;11' 8'-9:\8" 8' -
Il' -O" 5'-4"Ib° 1'-4'118• 6'-8':11" -1 4'11 B" I' I", Cl" l' -4';\B" 5'-4':1.6" 8-O"16" 6'-8;11" 8'-6;19" 1-1",Il" 0'-6,\9" 8'-
181-0" 5'-1:16' 1'-I'; IB• 6'-4",Ila -7 1';18" 6'-B; II" 1'-1;18" 5'-\';\b° l'-1",1 B" 6'-4';11` 8'-3,\9" 6'-8:11" 8'-3;19" 8'-
19'-O" 4'-10';16" 6'-11';18" 6'-0111" 6'-1\;IB" 6'-4'; Il" 6'-11 ;\B" 4'-to",1("„ 1,_2';18„ 6-0':11" 8-1;19" 6'-41.11"8'-
20'= 01' 4'-11':16' 6'-9'; IB' 5'-8';11" 6'-9"18" fe -O"111" 6'-9;\8" 4'-1'1\6"'..-wo",18" 5'-8'111" 1-10119" ro-O': Il" 1'-10,k9• l'-
20'- 9" 4'-4,1&,' to `4 IB- 5'-5;11" 6'-1,18.5'-9"Il' &-l",16-114 - 6'-6,\B" 5•-5;11" l'-8;19" 5'-9';11" l' -B,\9" -I'-
LIVE LOAD 20 psf, HORIZ. WIND 15 psf UPLIFT 18.75 psf
8'-11"IB' 8'-11",IB"8'-11'118" 8'-11"\8" l'-10;18"10'-4':19" 9'-10"19"110'-4':19"110'-4"19"10'-4'19'10'-
1 '= O ' G, 9'11 an B'-3'; 19" 8'-3';19" B'-3•;19" 8'-3';19" 8' -3",\9'1(.' -TIM" 9'-1","LO" 8'-5';19" 9'-1,20" 8'-11,19" 9' -1';20' q'-
8'- O" g'-11'118" I -8°19' 1'-5';19" 1'-8,19" l'-8';19" l'-8"19' 5'-11";18" 8'-11';20" 1'-5'119" 81-119:20" l'-10;19` 8'-\1;20" 8'-
9'- O" c, 3"18" I' a", 19" 6"'-1';19•' l'-3,19" l' -O':19" I,-3"19" 5'-3"1B„ 11'-1\;20" 6'-1;\9° 8'-5'120" 6'-11:19" 8'-5,20` 8'-
10'= O ° 4'-9"18" 6'-11"20" 5'-11",t9" 6'-11:20" 6'-3';l9" 6'-I\"20° 4'-91,te" -1 1",40' 5'-11;19•' 8'-0,21" 6'-3, t9" 8' -0;21' 8'-
1' '-On 4'-4"IW 6,_6„20. 5'-5"t9' 6'-11"40" 5'-q",19" 6-1"10" 4'-4;18" 6'-6;20" 5'-5"19" 1'-8:21" 5`-8':19" 1'-8,2\° I'-
1#_O 4'-O"IB" 5'-11"20" 4'-11';19" 6'-4,21" 5'-3':19" 6'-4,21" 4'-0"0 B" 5'-11,10" 4'-11';\9" -1•-4:1" 2 5'-3;19" 1'-4'21"
3''8"IB" '-6'120" 4'-1;19" 6'-1 "21" 4'-10"\9" 6'-1"21" 3'-8'118° 5'-6"20" 4'-1':\9" 6'-10"112" 4'-10:19" 1O"22" 11 3'-5"18" 5'-'1"20" 4'-3'119" 5'-10,21" 4-6119" 5'-10"21" 3'-5;18" 5'-1",20" 4'-3"19" 6'-5';22" 4'-6", l9` 6'-9"24. 6'-
15 -.0'. 9'-2';IB" 4''9:20° 0'-0';19•' S'-8;21" 4'-2';\9° 5'-8,21" 3'-2';18" 4'-9';20" 4'-O'�\9" 5'-11,22" 4'-2;19' 6'-4,22' 6'-
00
C
I
V/ m
n
0 O
C
3
M
FREESTANDING -FASCIA, BEAM, POST, a FOOTING TABLE C
I
Width
PonaI Spwn�
1 2" Pona\ t
Overhang I
Exkanaien 1
\1j, ith Structw f� Baa Tab\a D Co. kr.b. M:d • I span
Per 2 b¢.m 4ymmaV width oP aas. baom Pana1 Spwn %,p
typo' s1m, ,; 4 peat whara -. a "hon Width oP
v s.— ora ucad, or canter beam
Sir..1. is vncymmatr;c
WIDTH
4"x3" Fsasc�o, S'aa Noi.a9 Cor 4'w2" 4" I BEAM 11 1"I BEAM
CFneci.
POST TVPE
only)
' OR
'2.5"4x.068" a;;�x.1o9••0. 3"w3"x.\20" 2.Y'4x.OGB• a•4x.w9••a+ 3".3"x .X20" 2.5"4x.068" 3"4x.109"
p•.�•060•' 9•5a� 060"
SINGLE s s1NGLE S\NGLE SINGLE BANG,_ S\NGLE SINGLE SINGLE S\NGLE
TRIG.
POST HE\GNT
WIDTH
(Ua1ng
8'-O" B -O" 9'-O" B, -O" 8'-O" q' -O" B• -O" 8' -to 9.O"
POST SPACING AND FOOTING S\1,E CU6E
POST SPAC\NG ANO FOOTING S\ -LE SQUARE x, DEPTH
LIVE LOAD 10psf, HORIZ. WIND 10 psf. UPLIFT 7.5 psf
It' - O" '': 9' -411112"x33'13' -10',\2"x38" 13'-110",13"x38" 9'-3".%It" 33"20-3",\3"x42"?b'-5",le". 48"
'- O '— '— 8'-9' \2'433"12'-5" 12'431"12'-5",12"x38" '"x411'•34'-3",18"SOB"
"VA -1005"10", 2'-4' \9"0. "
'w3 4'- 12" 38" '-9" \2"a 33" \'- " 13"x36° 11'-4" 12"x38" 8'-2" 12"+33B
9'-1 '• I2" " 14•_2`.\2 l 1 2 > 8 1 4 >
I x33
_ _ _ +'1 " 11•_9", -1SRO"+41'•
- O' 9'-1". 12'\33' 19'-2", 12 ".31' \3'-2", 12"x38' l' 9',12".33" 10' 6',14'"35" 110' b 3'x31 ,12"x33' 1 ,16 x
fa
8 - o ° 9'-4". 12 x33 12'-4". 12 ".36" 12'-4",12"x311' l' -5".13'x33" 9 -\ty', 14x35 9'-10".14".36" 11'-4",\2"x33' 16'-1 ",111"x39" 9'-0•,20"x46"
9 - O' 9'-0',12'•x33` 11'-8",\2"x34" 11'-8'•,12•'.31• -1'-O",13".32 4'-3",15',.34` 9'-3'•,14"x35 '-O",\3"x32.15'-3".\1 ".38' T -l""21".45"
10.- O 8'-91, 12'x33 II '- 1",12"x36" 11'- 1" 1.2"x31' 6'-8" 10'\,32 8'-10',15"x34" 8' 10",15"x35" 6'-8".\3"x32"lo' b",\8"x38" _ ¢
-
- 1 6'-4' \ \9
II'- O.' 8-6°, 12'1. 33' lo• l", 12 10'-1' 4
14-0" 8'-3",12".33"10'-1"I1"x35'to'-
0'-IS-
IS-O" 8'-0,12'a33' 9'-9',13".35" 9'-9" \2"x36' 5'_\1'.15"x31"11 -9"16x33 l -9",I6 x34 5'-toA"9`,40"x36
14.=.5 9 of",12"x33' 9'-4",13".34"
1 -1 .1 "x33 9'-1`,13"x30' 9'- \',13"x35' S'-5" 15 "w30• l' "x32' 11'-2',\l x33' S' -5',15"x30" 11'-9`,20".36 1•-O",25".43"
16 - O 11'-5 ,13"x92° B -9 ,19 x34 8'-9"' \3"w35 5 -3"iib"x30" l' -O ,\l"x32" l'-O",Il"x33" '-3",IS"xso- W-0".21"x36"Qo'-1",2b".42'
Il'- O' 1'-2' 13"x92' 8'-b•. 14"x39" 8'-6" 13`x35. 5'-I' 16•.30" 6'-9',\8•.32' 6'-9".111"x33' 5' -0`,16'x30'10 -1\•,21x3519'-10",26".42'
IS -O 8-3 .\4°.34 '-11",1 "x30'6'-1",IB"x33 4'-10:'10-1'•,21 .35`144'-2",26'.42`
let - a- 6 -10.+13•a32 B'- 1'.14".33" 8'- \ ",14"x34' 4'-9`,16"x30' W -5""\8"x32' 6'-5",\8"x33. 4'-8",16"x30` 10'-2•,211".35• IB' -1".116"x42•
20 - O' 6'-8'.\4"".32` l'-10", \4".33' l'-10" 14'.34' 4'-11", Il"x29' 6 -3 ,\9'.91' 6'-3",18'x33" 4'-1",16'•x30" 9'-10 ,42"x35"
too -10 G -1 1 w31 IS .52" l - ,1 'x3 4'-5",Il'x 9' 6 -1•,\9".31 '-1 ,te x33" 0'-5',Il"x29' 9'-1"A2"x35. 111'-5".Rl"x41'
LIVE LOAD 20 psf,' HORIZ. WIND 15 psf, UPLIFT 18.75 psf
4'- O' 6'-3".\3''x32°10'-01,01.'1.34"10-0",16"all" 61-2",131.32"t3' .1" l8".38"24'-6".22'"45'
,1- O '-10" 15"x31' 9'-O" 111"x34" 9'-O" Il"x35° 5'-10" 14'"31" 12'-11" 19".311"43'-O",24''x44`
6 - O 6'-8", 12"x33"1 10'-4' 14"x31" 10'-4" 13"w99' 5'-6",\6"x30' e'-2" \B"x33" B'-2" 18"x34' S'-G",I6"x30" 12'-2" 21"x36"2\'-9" 21.x42'
19 .33 ' -l" 15"x36" 9'-1 14 x31` 5'-3".11".29" 1'-1" 19"x311' l'-1",19".33" 5'-2",11"x29 11'-6".112"x3520-7.28"41`
8'- O' 6'-3' 13"w 32" 8'-11' 15".36" a. -1\ 15"x36. 5'-0",\8"x29' I' 1",20"x31' l-1",40".32' 4'-11",Il".29"10'-1\',20"x34"19'-6",119"x0\'
9.- 0_0"14"x31" B'-5" 16"x34" 8'-5" 165195° 4'-9' \8"828' 6'-8",2\"x3\" G'-81 .2D"x32' 4'-B",18"x29"110'-4",24"x34"18'-l' 30"x40"
1.34' 4'-6".\9 "48' 6'-4" 22°.30' 6'-4'•21"x31"
10,- O 5 -10°, 15"x3\" B' -O" Il x33" 8-O"6'
11 - 0° 5'-8' 15°w30• 11'-6" 11".32" 1'-B" \1'.94" 4'- 19".QS" 6'-\" 22"x30' 6'-1" 4.•x".3\"19"x28"
121- O 5 41 14 x30• 1; 4, 11'-4' Il `w33° 4'-1 ".4o"x48" 5'-110",113"x30' S' -10",22"x3\" 4'-1",2o"x28'• B'-9"'Tt"x32" 16'-3',33"x39"
19 - O 5 -4". 16"x90 1'-0',18'x9\ l -o',IB x33" 3'-11•,21"all 5'-11",24"x29` 5'-1",21'1.31" 3'-ll",R\"x211" B -\"Al".32'•\5 -1',34"x38'
14.- O" 5 -3",Il x29" 6'-9' 19"x31" 6'-9",18'x32' 3'-10".21".211" 5'-5",114"x29' S'-5""2044130. 3'-9",2\"x21" l'-b",211"x31" 15''0',35"x38"
LP- 0' '- 1 "• 11'.29' 6'-1' 14"x31" 6'-11" 19"x311' 3'-8".2\'"211.11 .1 24"x29'15'-2" 24'"30" 3'-8" 21".211" 1'-0",21".31•` 14'-5' 35"x38"
}
ATTACHED -BEAM POST 81 FOOTING TABLE B
So'
E.ians;on nota 3 ITr;b. Mld-
kh S nn
P
Saa Tobla DPev T.:b.Widlh p°
Paseia aaa
' tole \a A
Sa¢ T"'
E.'k-Sion Saa d:egWid
nota 3T�'
na\ 5p.n Ia P! flocSpan
S¢a Tab\a D post p, ber\ O.art.an9 T+.b. Wi
T.ib. W:d4h
Pront post 4
beam•
TR15•
1 4" S BEAM - l"I BEAM
WIDTH
POST TYPE
(Saa
15:.03 .5:1.5°+.03 1.Si1.5: 04tl 1.5-+1.5':.04 .5'%IS"x.065 •Y'+15"+•065' I.S•s1.5•..065' 3".2"".015° 5:1.5:.045' I.S+LS'a.045" 3".2'x.015" 2.5"4 a,o60 'i3'+.\20'
SCROLL SCROL\ SCROLL SCROLL SINGLE SCROLL SC0.0o \NGLE SCRo\.l SCROII S\NGLE SING\E SINGLE
diagrams
obova)
POST HEIGHT '
4.0 5.5
9'10" 8'0" 9'-9" 8,_O• 8-3" 9'-6, 1 8'-3'• 1 IO' -O• 9`_(0" 8•_3" \O,_O,. \4'-0
6.0 11.010'-O
POST SPACING AND FOOTING S\1,E CU6E
LIVE LOAD 10 PSF, HORIZ. WIND 10 PSF, 7.5 UPLIFT EXCEPT STRUCTURES OVER 10=0e HIGH UPLIFT IS 10 PSF
4'-0" IV -0;14"13' -10:11"13' -10",11'13' -IO; 11'13'-10;11'13'-10;11'13'-10;11"13'-10';11" 1'-1;19"48'-6;41"311'-4';113"dl`-3;26'41'-3;46"
12'-5':IB"12'-5';\B" 35'-4';21"31'-2,111"
6'-O" 11'-7"16'11'-4'118"11'-4;\8"11 •-4';18" 4'-$';19'19'-5';21" 5'-5';23" 9'-8';21 4'-1';28•'
1'-O" 6'-6;16"9'-9;18"8'-2';11`10'-6,19'8''1,"1°1°'-6';19"110'-6;19"to'-6'1X9"2'-8;19"I6'-9;21"
8•-O" 5' -9;16°8' -1;16"l'-1;\11"9'-10:19"1'-6;11'9'-10';19"9'-10;19"9'-\0;\9"
440"
9'-O" 5'-1 1,16'1' -1;18"6' -4;11"9' -3;19"6' -B';11'9'-3';19"9'-3",19"9'-3"19"9'-11;40"13'-1:21"1'-2';23" 0'- 1';21.28'_0 -,w-
10'-O" 4--l-,16' 4'-10';\8" 5'-B, 11' 8'-7:20" 6' -Gill" 8•_1°';20" 8'-10';20" 8'-\0';20' 8'-11;20" 1\--10,21'\5'-6•;23"18'- 1';21° 6'-1';91`•
to' -
4'-2';16'6'-3;18"5'-2:11"1'-9;20"5'-6;11"8'-4;20"8'-5",20"8'-5:20"B'-4",20•to'-9•:21"14'-1';23"14'-4';21' 5'-5:32"
3'-10;16.5'-9118"4'-9",11.1'-2,20"5' 0'01"l'- 1,20. 8'-0;20" 8'- O';20' '-6':110'•9'-11';42"13'-0;24"15'-2:21.24'-4;32"
13'-0" 3'-6';16'S'-3:18"4'-5,\l"6'-1;20"4'-B;II"l`-0;40"l'-9,2\"l'-9';21"6'-t1';20"9'-2112'\2'-0;24'14'-0-;Tt"43'-5,34"
14'-O" 3'-3"116"4'-11,IW 4' -1,11'6' -2,20"4' -4",11'6' -6';20"1' -5;21"l' -5",21"6'-5';20"8'-6;211°1\'-2':24"1.3'-O"211
15'-0" 3'-1`;16" 4'-7,18" 3'-10,41" 5'-9:20" 4' 0', VI 6` -1,20"l' -2",2I" 1'-2;21"6'-0';40" 1'-11;22' O'-5':114"12'-2"211
16'-O" 2'-10,16" 4'- 3".1B" 3'-1,11" 5'-4 ;20" 3'-9, I1" 5'-9';20" -1 o ;21" 1'-0',10 5'-8';20" -1 -6,22' 9'-9';24" k\'-5 ,2l"21'-2 ,34"
11'-O" 2'-8M."A' WOW 3' -4,11"5' -\,20"3' -1';11'5' -5,20"6' -9;21"6'-9,21.5'-4;20.1-0,22.9'-3444"I0'-9,28"20'-6';34"
18'- 0" 2'-7•;16° 3'-10;\8" 3'-2,11" 4'-9,20" 3'-4 ;111° 5'-1';20' 6'-1,112" 6'-1';22' 5,-0;40" 6'-8;22° a - - I o- - q -vier t9' -I\;34"
\9'- 0" 2'-5 ;16" 3'-1,18" 3'-0;11" 4 `-6,20" 3'-I'; \'I' 4, kO" W'j t -4;22" 6'-5;22" 4'-9';20" 4'-4,22" 8'-3';24" of a.I8' 19'-5 ,35"
20'- O" 6"0,11" 4'-4 ,20" 3'-O",11' 4'-1';20' f.' - 1 ",211` 6'-3';22° 4'-6'120" 6'-0';22" 1'-10;24" 9'-2'128'\8'-\1 ,35"
2o'- 9' 2'-2';16" 3'-3';18° 2'-9,\11" 4'-1 1,110" 2'-11';11' 0'-4;20" 5'-9;22" b'-1';22' '-4';20" 5;22" l'-6.1,24"
LIVE LOAD 20psf, HORIZ. WIND 15 psf, UPLIFT 18.75 psf
4'- O" 5'-11"1B" 8'-11;20" l'-5;19"10'-0;21" 1'-10;19'10'-0,21"10'-0"21"10'-0';2t" I I' -i"22" 15'-3';24"20'-0'126'23'-5':21"30'-3';30"
5'-O" 4'-9':18"l'-2,20`5'-11,19"8•-44,22"6'-3,%."1.1 0';22"9'-0;22"9'-0';42• '-4';22"12'-4;24"16'-2"2X°'18'-10';21" 0'-\,32'
G'-0" 4'-0;18"5'_n 1,110"4' -WI k9"l'-5';22"5' !t,\9'11'-\1,22"8'-2;22'8'-2,22" '-10;22"0'-4';24"13'-6'126"5'-9'12"Y-1,33"
-1'- 0" 3'-5" 18° 5'-1 TIO" 4'-3,19" 6'-5,22" 4'-6';19' 6'-10,22 l'-1 ;23' 1'-1 ;83' 6'-of,"MO 8'-\d;24'11'-1"46''\3'-1"21" 5'-5 ;34"
8'- On 3'-O" 18" 4'-6,110" 3'-9"19" 5'-1 1211" 3'-11';19' 6'-O"22" 1'- 1"23" -1 1,23" '-Ik,22" 1'-9';24. 0'-2"26"11'-11';21" 3'-9 ;34"
"I - O' It -8';18" 4'-0'1110" 3'-4':19" 5'-0';22" 3'-6,19° 5'-4';22" 6'-8;24. 6'-8';24" '-3';22" 6'-11';24' 9'-1",Rb"lo'-1':118' 2`-q"35'
10,-0" 2`-5"IB"3'-1,20"3'-O,\9"4'-6,211"3'-2,\9„4,_9;42"6,_4•,24„6•-4'124•, '-9"111'6'-3';24"8,_2„26"9,_1';28" \'-1';36"
4'-1 ,22" 2•-10,19 4'-4,12" 5'-9,24” 6'-1';25" L'-4'122" 5•-8;24" 1'-5,26" e-ew"... 0•-1 ,36'
t2' -O'0''. ,"t -O"20"2'-'-11"211"5'-2':24"6'-10"R6
\3'-O" 1'18"2' -9'120"2'-4;19"3'-5';22"2'-5;19"3'-8;22"4'-10:114`5'-1,45" '-8';22"4'-110';24.6'-4,26u'1'-4';28"IB'-5,31"
" I' -'i 18"2'-1,70"2'-2,144"3'-2;22"2'-3,19"3'-5;22"4'-6 ,2a°5'-5 ,2b"3'-5'122"4'-6';24`5'-10':2(:•6'-lo1,28"1$;6'
P4' -O 8
•-3'-On
I' -1"18"R' -5"110`2'-O"19"3'-0.22"2,_1"19"3,_2.24"4'-2"24.5,_2"26" '-2"112"4'-11„114"5'-6„26.6,_5"28"\l'-1"38"
/9,„rte
GENERAL NOES 6. 5 �' - LIA Q FOR TP.6�E E
1� Uva load \O "Q ov 20 p.P can table d:vieions. Wand horn. '�d:� a) For struclur a• over \O\O`• h:qh uP\iPk
and up\igt is .\eo shown in i.Ict. \O psPsirucV urns 010.0 --la
10 ppsP and a\\ow wb\¢ Spon Per .O\B”
eh.11 pko uv,, -ch. 49.ar B ponal w;ih IO psP 1'� \..a "s
I 12-3. Other"pant arcWharn Iha pest Is aNwchad to w 342"C.—alta s\ab inand approv ad by N\,. bo+\ding oflPiei.lb) Mw.... Mple pcs a\ span,.018",aupar 6,
the PoewbmiNad
ng may a providing ihes
a pt Spacing • • 20 pSP is n'.
8'-1, singla Spo
dons not maenad that Por w\,.post 511-. �,/L/�*� •�"mom,-• For other pwna\s #ha tabulw#o.d Spon%
haigM chosen n r docs N
...... I\,. post Sp... Cor 1:••:•`��1� .1 islot ¢yowl\y to c;1nq\n and mu\t;P\e
iha 142"a 1`12°•.032" acre\I goat W -O" h>gh. ,av/ O� spans.
3) For Tabkas A4B who \nasi\, eP ott.chp,nnt sho\1 ba ayuwV 40 �
or graaknr khan Ih. a:al.nan Pram who, at III ot#wch.nant /j�.�,;,:����.�, GENERA— NOTES (c ontlnua d�
to Ina Pront Pwadw iQ u nc\¢sad or 1.5 Hmas tt,;s disk.... \R
E.Ixnal.n
P-4 -w-9
Wall or neat beam
E.kanaion
Prom Wal\ o.
awi ba.m.
TABLE D
TRIBUTNRN WIDTH
FOR SINGLE BEAM ATTACHED
UNITS OR EDGE BEAMS OF
MULTIPLE BEAM TYPES
PANEL OVERHANG. (FT.) ,
O 1 1.0 11Z.0 13.0 14.0 5.0 6.0
TR%5.W%vTw4 TO%SUSED%NMA\NTABL
4' - O
2.0[40
5'-0
2.5
EXISTING PANEL SPAN MAX: Ft.
RAFTERS
3.04.5
1'0"3.58'O
\S
”
4.0 5.5
o,04.5
6.0 11.010'-O
15'-8" 4'-O"
5.0 6.5 1.5
11' - O "
5.5 1.0 115
12'- O”
6.O 6.5 -1 8.O 44.0
13' - O "
6.5 1.019.0 8.5 R•5
14' - O "
11,0 1. 8.5 9.0 10.01 1
15' - O "
1.S 8.01 9.0 9.5 10.5
16' - 0
9.0 8.5 19.5 10.0 1 E W 0
Il' - O
8.5 9.0 10.0 10.5 11.5 12.0
11, - 1
9.0 9.5 10.5 11.0 11.5 12.5
19' - O
3.0 \4.0
9 • 5 10.0 11.0 11 .5 12.0 13.07k. -o-
20'-O
10
10.010.511.5 12.012.513.5 4.5
_
1
22'-O"
23'-0"
\3.5 14.55.5
\4.015.0 5.5
24' - O "
14.5 15,5 16.0
ME
25'- O
15.016.0 6.5
0"
16.511.0
26'--1
11.
k Iniarp.laiion may ba. cad s'n- opplyingg khe
oboe¢ krlbui.ry ld iha to iob\aa is kit. Tv"s,
1\ows the uea .9 h.\Q (+001 (tor
kha .v raga pont apse .nd q.- '-s alias
glvo.n Por even Paak.
EXISTING EAVE TABLE F
SPAN TABLE E
LIVE LOAD-PSF
THICK. LIVE LOAD sP
(alum) to 20
10 20
14at1C S O S O
EXISTING PANEL SPAN MAX: Ft.
RAFTERS
.018„
8 13 -18 21 8 \2
\S
Allowable-Exlst;ng Eavc Lnrt th
2'x4"unnotchad 20" 16" 12" 10" 14" 110"
B"
2'x6" 2 two -a 32„ 4b" et!, \8'
15'-8" 4'-O"
43.6"unnotchad 56•49" 112" 1 38"
•OQB" IB'- 4" 4 '- 6"
r 21.8".04th
.036„ 20'_1" 5'_0n
PANEL
SPAN TABLE E
PANEL
TVPE
THICK. LIVE LOAD sP
(alum) to 20
sa¢ oto
as le Ser ALLOWA61_E 5PAN1 and OVERHANG
14at1C S O S O
SUPER
8_
.018„
13,_1\iia 3'-3"
8'-\1" 2,_q•,
.028" Il '-2" 4'-O"
12'-2"
SUPER
SPAN
'020"
15'-8" 4'-O"
FOR USE WITH FOOTINGS SHOWN \N TA6't AE
•OQB" IB'- 4" 4 '- 6"
13'- 2 " 4-1'
.036„ 20'_1" 5'_0n
14,_\1" 4'--1"
UPLIFT ,PSF
1.5
\8.15
I
•,
0? enc\orad par neka 1. Wharn iha skruckur¢ has .n
'
8. [n iha akt.chad i.\o\as A46 under t#la.
alt.ch'mnni \a-% Ir\ oP \ass th.n \h1S use k.\.\. C flo.P.Sa1..
and 4 t
"I beam '- Qo1\ew:nq
pst type,ha:gh\,sp-A's,f, Qook:nys;¢a,ambad pest :n Pts.•
o
a:nq\a posts may b¢subs#14u#ad P.,. 3
b •
oP thea. w, c, tad :
FOOTING ANCHOR BOLT TABLE G
4) Max. halght oP tO psP st+ 0—sts ie \2'-O" gI"p'�.
� _
�
O
3"0..109"s \0'•O'N:9h
3"a2"x.0-1 ", \O' -O W'>qh
FOR USE WITH FOOTINGS SHOWN \N TA6't AE
t +a." w a
Fastnnnv vela olhar 1ha Ph:1\1 Rad Ha.
5.) e a n pa d may ba
.068" '-O`
I -2S"$ x 0 \° H1gh
POST TVPE
us
nub"tit ucad p.oviding !hay .va .pprevad Por aqua\ or
,3"w3"..049'y \O`-O"Hlgtl
FOOTING 1.5'.\.5"
kat .t draw.\.
w
gran h
i
S\iE x.032"0.
1.5". 1.5"
3'x2'
2'IZ 4
3•x3'
_
1
9. 4"x2"flascl.'m.y b. s \..V\tuVad Por 44'x3"
(CUESE) x.040"
x.0-15`
x.068"
x.\20`
6) S.,p\ pane\e ae data:\ad on 2225-\ may ba ;."ectad
P.sc\. in Tob1a C .k W.I. op t.bu\.tnd
INCHES Sc.
Scroll
Sin 1n
Sin 1a
Stn \n
Prov: din they o a saporakad by'.\ \awat 2 .\um;nvm
9
post s .ea, 937. oP Pook:n w\dih and
P 9
91 2E E
R OF
L L
ED'
R M
E D
A
+a u i t a
w d n o rad end o B1 0 hos
Pon p. oQ
ala SIP.- s % P
o
1 0 o I d V
! o o i'
a (\ P ng ap h -
" `1
"
T.b1n1E.`
- Q -
P THRU22" 2-114" R- 14" 2-'144" 2-40" 2.11
'
1) 1'11 c nd type-sivud yr ns shown 1, tab\.a A46 m.y ba. of sad
10. Loq strewn a1,w\1 b¢ ploe¢d in ho\e5 praborad
1-5/1 b•
with ¢pan s\1 lnse.ct screen .ndIor ram \o\a i—litueank or
10%e oQ d;.,. For toner. bock eonsirueiion
23 THRU 24 — 2-5/Ib 2-8116" rL'S1u; or 4-1q
t+anapdrant P1¢xkb\¢ p\.Skkc .k_- then 20 -;is thick, -
- P1acc w%my'i . \1-S in rain Percad
providing h¢Ighk decs not a caad 9'-O':
grow 4.d a\arrant
2111THRU 29" 2-5(8" 3le
o2.
' 4
SPECIAL', FREESTANDING TYPES (WITH 4 POSTS) TABLE H iha
drilled n alstln9 wall
30" THRU 33"
er 4-5116
P.nal Post V469ht I Footing
io canter lags 4 straws on
-
r
�•
+
Live'
Loc'd
Wind
\.00d
P's baom Sides Thiekn.as g•.3• s"xs• -
Opan or 040•
Proming mambnrs•
1). I\,
34" or 35 ' r 4.51
c
m
3
pap
(A.,,.)
Spwc. Sp— closed Suppnr Super 120'a"t° ¢Band S;dAh
qq e
LOB M
No With Angeles County Standard
1e"
-'
(moa) 8 Span 3..109' 9
S\.b s Shelter 25570
6 THR 39 4 - I2"
a.
O — .028" 9'-0" 8'-O' 26•
14" 26" From, the office of:'
-THRU ALUM/NUM AWN/NG CO.
20'-0"
160'
`
20
15
3 E •028" 9'-O" - 29•
9'-O" 8'-O` 26"
40^ 30"
ROBERT W. HAUSSLER
RbI
UBC TABLES 10 81 20 PSF
1
O .028" .02"8'
34" l
REGISTERED STRUCTURAL ENGINEER
! I
'
—
E 028" •D2B' 9'-°" 29•
4a" 3°" Gln ° M.• •I°�6
ATTACHED a FREESTANDING
22'-0"
22'0"
2O
15
O .028" 9'-O" — 29"
2\'-0" Is' -2" E — -
34' 26" inede.es, I Ma. N...,Mi24a4 Mia76m, Mavod NmE4 Rn Wmp
�„"„�"Y "'nI. ",�^6" 0111°°°'• °repo.7""•
.028• a'-6" 32'
40" 30" eix"„ ;w• �
2109 CHERRY INDUSTRIAL CIRCLE PHONE
24'-0"
24'-0"
20
\5
6M wasRoPMed.heIb7a46d.914M • 99744°1
LONG BEACH CALIF. 90805 (213) 774-2'560
23'-0" 14'-11" E .036` 8'-O" - 35"
40• 30"
This to the
••• J. "„
_
Plan sheet property of the engfaee, am mor not be
coltor mused antlraly or In pen. except by company named
See Research Recommendation 1968 of the International Conference of Building OffICl019 i this title block.
- -
asw g• -112
f,
1Ce•0'(/yA `w•
CALIF. SEEM
225 5-2
I-.
craw -and lock Yq's¢IC d,m se.\P tap straws w\2 wood o. 9.M. uraws'd V."a:. to pamtroia �d'I straws Q 24" o,c. Mo+. F
+ab o weh papal lap. w;ih s/g" die. pl.i.d slaal ao\td u,eod mamba, lslg' m,n. o. Y� �j s <ia+lag aa..a Fascia
n w.shar,l .r opal, ,a,;\kps rad hand ma \24• nwa t as 2oP 19"lvgs par r C+ars ,"I boom
P. P qua +acts Cor \O paP papal Spon ` 24"e.c. to d.t.l\
Le tab � sioggar ¢d to boom ogFq.,n toner. or q'y;'Pk;l4ps or over B' -3"o. 20 C 1
Clongaa. - ble<k 4"o.c. in cent". IF.
¢r q' pn pons
aB S. M..
screws@ San
a.h
Fosc;w 98 S.M./ Fascia boord
Ona B SM.Serawepi;-.1 axcepk
Qi a.ch 'p \.a A, 2oQ '-'/p"log g•
O 85.M.5craw - straws re. used ir\
-v.Sl01 each pon¢1 each roQtay. tubs
4"1 o
I
'/A, boll ` i Ibawm Maawra anal s an E+istin Emn
2oP I¢" caa d.iaU 4"I or Cremiti,sporn to+h. sea T. e a; 'r% V1ELC
1V2'"Sq• Sr k.t. IP bo145 ! ,"I ba.m ¢
I nearest po s4 \ins. n 2255-2 • 5`^`-•si 4 oC llq'`
Post I .drain he\as wochars
Tub. 2eP Yq EXISTING EAV E �.„A �
I I cu+, subs\ituia balks
longer broeka) €2 eP _ �� ��
14'bolks par bracket/ � O 'I 8v ack¢t 1.50• Ij^ �O 1 br�oe4¢4 �{'+
broak0 I I n IIL
I Ig' bo\4 I
bolts 3x2
For other peck "I Poat 4 "bol} I
4 I \Yq"pock
.032"
,040•
e.
N
licrnata connack;on
4114 At
4
CONNECTION DETA\LS tuba
_
•815•
2. kb ," I .815" .8,5"
IR 5" r 4^ I
25•
2.5 @ 4 -T OR
3.00" TUBE
1/1/
f.61a C slructur¢a
M x. 309, o Q pock spot¢.
///�•�`
6.00"3.00`
U1 t. • 3o ksi ,MIn.V.P,•25 Ksi
SUPER 7
ATTACNMENZ STRIP
.LO" �"'1 .160'•
Motaria1 3004"35 alum.
U11 X33.5 ksi, Tana. Y.p•26.5
Ma{ari al+60G3T4 olom.
U\i= 30 A'.1, Min. Y. P.
R2••
•
•2
--ZL--••ii
:
r
a
ksi. For .nomanto
post .5. IL kub.s•1
25 ksi For acro\\ pock
use 2 kub.s
STRUCTURES
.23'
R .IS"
O
:
m -
u`
S10 a slN.
p 8"Par Pmin.
°' r
R= 15"
u
li2xll/2" TUBE
1/
12x144° TUBE
r a.c, 1•' par PA. m,n. _a:on
R, 14 Rr.34
�,
T
Maiarie1:.040"th;ek poly vinyl ehlo.ida
C LITE PANEL
°
�
.IS"
R=.OI'
.116' rm
o,
O••
•.,
> � r.
2 09"
1 1•316" 115"
'tiy.:j Exlat inq 2+4 or \mgar
•Mo}¢rio13004N31 alum. or ¢quo\„020;A28;.03fe",•t" 1\" Foac;o boord raQtars �24'o.c.
UIt�34.5ks;, Tnns. Y.P.•29.5 ksi, Compr. Y. P.+24.6 ksi �� Tvw optional. (May ba ne4cF,a d).
SUPER SPAN PANEL oiatana¢ between
0 ,10"
L r
.20" .Z3" R • 15,
VL-i4d
IRi.O,• .116\\ m
Motariel: 30041431 olum. or aquol, •016;or.o28 thick
Ult:%5ksi,Tans.V.P.•2q.5 ksl.,Comp<YP. •26.5 ksi
Mol a•ia\=LOLITG o\um.
SUPER 8 PANEL
•�..�
FLANGE KIT
T" Z REA\v
1.00' Lock i.b 1/4"
.080" id..050•
.315" 60437 6.
3.15" er l" I
3.00" Cor 4" I
•815•
2. kb ," I .815" .8,5"
IR 5" r 4^ I
25•
2.5 @ 4 -T OR
3.00" TUBE
1/1/
f.61a C slructur¢a
M x. 309, o Q pock spot¢.
Holes
r '
° r .4 7 m Cor 4p'•
p
Us. o%k
Uta k
0 u Y2' bol s
0 _--- O
•06Z"
0
2A0' o. 3.00• For f'oacio spGcc "
caa nota 634 ..I-�':,
Mokari.\'4043T4
LIt.` 30 ksi , Mi-,im.e 25 ksi
F ASC 1 P.
v4r For anchor boli♦
S;ngl^ sea T.bta G
o
o• pont.
VI
Broocka4 and boll,
r, O t poai o
noma 5 .\ }01
P pest. P \l
634. e^o
Y} bolt
!s n.
2Yq^a 2Vi'xahJ' N
L sisal.
9•'x14"+she1i+" 0 "••�
Steal Vt. 1(0"
Pa;nt On¢ coq} rust r a;ek.n}
primaer ondoonc PiKsh
cave} Q ma\ .
At t.chad iypa en\y
STEEL FOOTINC
shape is
I tuba .
Fa.a;a,4l GENERAL NOTES
7" I t5ao- 2oi 5318 bolts Por ibsciq or ,
2 e9 318" o+
It. do{.%% "- I eC 4'e"bo\4s Por 4"I
49
4q"bolts 4 oP ••/w" bolts Cor 4eQ ale bo\5s t. Alum. deal \9lo UDC. 10 F.9 siraciuras at.n\\ wnCerm
,'I as\nars f 9n par
washers
A. Ch.49.
2. Fo A} irs aha\\ ba gatv., cod. pX.A.11 or akw\n\ass akaal.
�e s.IQ dr•n craw. may ba subakltukad CeraB S.M. straws
_ _ except/ ince {ep C1eny¢ oC pwn4\.
FJ,:.
3.Concraka 404x. \`mwx. .qqrI 1 1 Tw3/8Pc , gr.dn `C",
orturn I I boheavy duly peck 1 4. So;\ wvaraga compact/ sandy \o.mbn.ring \000d 200 p.q par POok oP dapk\\hOrv..y4•\{a I I I I He}o beam1oP yl8' I_ - I Duyank 5. Each ;psi olio+ion shall bear oio poai, For I Braciho..pvo a .\ nu mbar tt,a assign \eod,wlnd %..a and up\;Qk \..a.
bracket end uta
-- 2 oP 1/8" balks A. 6. Foram sp"ca •Lo43T6 ,•os0` a+ cap\ Is noted.
Pwec:o,l oQ yS` to poai. 5 \icn Is Pu\\ aNr Skh and mw ba \o<.4ad ok an
Turn b.ackaV L _ _ p ands y y pe.n
cNo"Por 1'I I F.skan {e P.sc\o W:kF, 0 -4? \0 S.M.6CYaWL•
r iLT Sp\,c, is R4"\any,locks screws 1",\\",\3';23"Pro- ¢nd
1 �, 049• oP cp\ice. IQ \ec.}cd wi\hin 2'-O" eQ an ',n{ar,or poai,
Rs"or 3" Post =3" 5 -ata 1 .1Q0'• .DLO•• sp may g ,use.. ko%.\ oP 4 .9 •a\O S.M.
O q• o \icn ba G" ton
I +uba, tubing sea chid.\ 5{aal yes}. 511awa•
ALTERNATE C0\.1NEC7I0N DETAILS' 1. East, Yq"be\k k`-. iha }ap or bektom oQ Ih
kub¢ ai.monk okha pock mwj b. rap\oead by 4
30• Pev,"I •y4,...n � I eQ m 8 S.M. scr¢wt,2 on ¢och Pwca.
1' 2,. 1., 8(1199.��
fl For snow rasa th. min. roof pitch is \" par Q{, For
Fraaskonding ..Ps iha m... slop. is 42 par P#. axcap}
O 9 in spew 1—% ik ;s VIP., Pk• For T.b1¢ H s\•uckurc5
�O For Hol s Po. n snow -.s use peat and Poek:ng rises kabu\nkad
I I I full si rangih `"' 4oQY4" Cor nnc\egad ick u turca agar d\aaG P wk•\aih.r
~ I split¢ ua< bells .012" 64ruc{ure is open er enc\ea¢d. Fe. Tab\e C O'..N.r.a
A. C ,n anew grant reduce the, pock apse NO 9/3 e(' {hc
a"• -- - _ - k,a-o„ns, 2.,0"ora. o" Vabu\ai.d value will-.eu{ ck\a aping Sha Qoeking sisa.
For 9. Point/ .R sk sal w\th rust inhib\1;ng k,ng
Mafari.1=3004N3(e F.y,ng su. Qoeaa eP dtsa;,milor malo\sah.11 ba pp; tad. Poral.
P:•.'"'a '�" �"'. alum•, U\k=95 kt\, shall ba atch.d and ceotad W1k4, {' tory biked ¢nomal
v�E Min. Y.P•28,1¢ng 1h \.60 10. Appli-il,e oho\\'n %.da 2 prints ePcploi p\.n showing
_ 'O SPLICE DETAIL "A" •( : •' =e � °' proparky linaa,buildings Ind d;mansienad 0..rancas.
" or 3" Circle the parts and da}n;\a ihok am to b¢ uaad Por
``" . •"`e POST BRACKET kha part;aomr ,eb. c;rt\a kha pe.+ spicing, praise}inns
L oP 42"54lis ate. en the !wb\..
Ona •100"404\Tb : - -- - - - - Por l"2�4 oP3la Be. -s cn ... #.bk 'l1.End \.ops oP reoP panels sh.\\ ba .t beams Cope.
11um. \ok. 5'x L• = O 3 balks Per P I . p ie P\on as oP Upper wn¢\,I. G'm,n•,nnd caulk.
' p 0, O VA., C (wise p.ncl P 9 P P
boil.- oP knee 4 _ C-iinous 2+A 1 For 4" I use .042. O r 1 cyan). Raver papal v¢rF,.r,B ck,n\\ squat/ Prem
ro Ctar( secured Icdgar P.stanad M.t.ri.l :606IT6 oI.-. pl.ia 3"eqo-c O I O papal overhang Por Tabie Hty ps i.
ai veal\), min. 43q to a.is4ing w.\\ 30 " Long . ;V\, 4 beltbalsa N I M;n.akopa 3$'par Pk. _-
(D
len sac Tnb\¢ H
op a.ve overhang with t/4" log scr. Prem sagas. - s\opcyq" par Qt. ....,PN Per ,A T.I.I. C kypas'mwy ba any \angkh Z
For pwnal and otiach- @ 14„{ro4at solid �„ ALUM _ C SPLICE -- - -- c+emiar£ c us slops r ata ko \a -_ _ _ - - _ _ - - - _ _
ani .\rip conn. su Min?Is oP w ed mamba" 275"max. 3.0., t¢a eta 8. x -- - _ -
Ex;sRnq Elva detail ova ow. 2^min. \.l5" 5.0" -
.bovn. 2.4 brat..®24' Holes ^"^ .1 IprltIIII1IIII r
Maawra ro'• to mar Iva over . e e. Qaetannd to Por Z o IJ Whara 3 e ; orp ac. SYpanS
1'1=0"max, ie t Per 10 s 316• max.n oQi era with y2 6olt r4" bolts 125• ora Je.d, this ^ \;cn a ba used
poo p o ak any pent ; iha \n}.r,er ep.ns.'T,F
14'-O'maa. No pos{ Por 20 pc Q.
ii.h and to, Whan uaad i4 la aquivw\ant 10 split. A - For S\n
I.a.3 r with T - I- Ma\arin1:604376 w\.m- Other wits locals wUhin 4'-0" oP an k uan l"I
Trip LGAp Pr.ming Ult.-30 hal \Ain. Y.P.:25kti 1'8 -7 -hole int-,,.rap s4. Max. 1 s \Ica a �Fase\.� Pnn¢\s caa inb\a sea a.w,\ <
onchors,MCq r. where vayd. A\Varn.h spens s\+a \1F,wva no aplicc Nor E Per is P. o
EXISTING EAVE KNEEBRACEDETAIL r r,`.tom. 2"x 3' POST BRACKET SPL\CE DET"" "on 4th knees.'
3.00" .R8' 1.00"2. ,5"
2.50"o, 3.00"
0 O c•I -
Q p e �5"R.
II
ADD.II Ty P-
AI -
.04.0,
, .069 Per
Also ovoila6\nbo"
.0L0•thi ck ok N .314' .042" O .\Oq"Per
r
Nto
uaa op P '� .042 kl+;ck 1.001,
.040• street. " .5`.s• nx apt as o o•
to ta;-wO noted. r-
042• I Ma4ariw\+A A44(e
p'0J'p1\ly O .042• Skea1, Y.P. x 31..;
Motar;o\,40G3TG a\um.
1
+
c
�
OBD" Mala•ia\+
FLANGE KIT
a
U1t.= 2Rks;, M;n.V.P.• 1Gkal
AWNING RA\L
l.00
.040"chick ¢xcapt ws poked.
ALTER. AZTtaCH. STR\P
1'25•
Malar;a\:404376 aw-•
U\1.•30 Ml, V.P.=Z5 ksi
4' ALUM. 16EAM
2.5 @ 4 -T OR
3.00" TUBE
f.61a C slructur¢a
M x. 309, o Q pock spot¢.
///�•�`
\ ��
U1 t. • 3o ksi ,MIn.V.P,•25 Ksi
SUPER 7
ATTACNMENZ STRIP
3.00"
ov¢rhwn� i, sa+n\\ ba aqua\ to
2.001
��
,•
hokF\cr.
.1 B"
Mwiar;al* ASTM A34 Shoal
HEAVY DUTY POST
O"
042
Mataria\'Lo43T4 alum.
OBD" Mala•ia\+
FLANGE KIT
a
U1t.= 2Rks;, M;n.V.P.• 1Gkal
AWNING RA\L
AV\1 INCA RAI
Ornom.poak For .Sher posts use lC post .s n\um. use Mwtnr;wl� SN -1 gSTM A144(,,br.ckat wish one so a br.ckat E \a.r makhw rybtc pant
It, bol{ kkru path 6.1A. .s ak key on nmbaddad par},en L.n On te-kA Y.P. • 40 ksi
tuba. Sing la Poet `Wj-. oP p ,<
ost. .nd \' wbova 14q or 2418 3'3 LA? CO3
eI. _ka} with It ' 375'
c vq" Botta peat SQ_ ST'L TUM
1 1 th.0 post. I I �
Br.<k¢t I _ _ _ _ _ _ Base. IT/e•
Location oQ Baca ho\as w\da 2 upright a.rs
• -��, _ ,'>:, as par detail assembly .q4' .Sb 2Ye ap-i
Ile
- Ornwmanigl peat,2 `Iq" Ph;\lips"Rad o' I's'' 31B x9" 055" ^ 1. 0O" 055"-r
Head' or 3/e" Rowldr;v¢ (R.R.\11L Q uz bo\\ �I I .963
wnchors or .quol .ppvovad Per 440.63 _ L`J holes. or
wilhdrow w\ awcl,. Min. saga d;siancc2". T01} a ,00
For a,nq\a post ons oP 310 Phillips I e,
Rad "..d or -I..\ wpproved Cor F.� 1"drain \,o\a wi .....%J.
680 withd+ave o\may bn subaVilukad- Sae A.\.\.
S¢n Gan. nota 2
1111.55 -'1 Mgtario1: ,055"4016376 Z"00"•ai,
Ce. mwa. peck ap.�,ny • 5.00" '
Existing s\ab m.y ba uaad ,C in qoe d Fraast.nd;n alum. Wli,•10 ksi ,
Att.0-A iypa only 9 er M;n•`I,P: 25 ksi M.tarinit .\3"chick steal Y.P,40K,
eonditlon (approval by%u,\d;ng OPPlelw\. A{twehad.
A+faahad type. only. se.. not. 3. 1'/2' POST 3"HEAVY DUT`( POST
POURED FOOT\NG EXISTING SLAG POURED FOOTING BRACKET MK&k. F I
Moknr;.\: 40G3T to
.tum. U\t.x 30 ksi,
Min. Y.P. =45 ks,
T, x -Sx S"
SINGLE
�
Pock �Z/
sc¢Sob\n MorC
Beam End o nr han9
f.61a C slructur¢a
M x. 309, o Q pock spot¢.
use kha P.aciq In
For twb\e H a#ruckures and
ploca P the 4" or
ov¢rhwn� i, sa+n\\ ba aqua\ to
Pock bpoca
1" 10anms.
hokF\cr.
can T b\¢ e1. ore
.FREESTANDING
STRUCTURES
Pana\. Lang}h oP o1 #ochm ant, caa nota
S10 a slN.
p 8"Par Pmin.
4.dw .255-2.
2
...cpk \n 20 paP anew
b\a
r a.c, 1•' par PA. m,n. _a:on
as 65.,9
Maw. overhang so 7. oP I I Fasc1.,J III
w11ow. pock spots Per I i 6ca
booms , 407. Por
Casciaa . -�
e" '".,s caa }nb\` /'II y�•? � "O®' •
'4w'•� C , �' Pnet s pain
`�' n V.1e1a 9 iQ beams Nota +Where the b
,.O_� ora usad,tobla Ae1F\arw:sa, Is omitted nd posts
vera p\.cad under AN%.
Los Angeles County Standard Shelter 25570 Pascl. use }ob\c A, ,
See Research Recommendation 1968 of the International Conference of Building Officials
,14"R
Typ, From the office of: C -THRU ALUM/NUM AWN/NG CO.
° ROBERT W. HAUSSLER ATTACHED a FREESTANDING
REGISTERED STRUCTURAL ENGINEER
.k�a,a.ali:,aa�.a,„,•R...;I� UBC PARTS DETAILS
IIMam, wi... Ma„ea.N,, M.p,.a, Mi tmpa. II®xi, N.aa. Nr. Hew
ai,a N. J -y. Nee Mlia. xe. Ywk oho. Owh•a,. a.pn, tau,
YraaL ".tet. wotenec rimer a week, 2109 CHERRY INDUSTRIAL CIRCLE PHONE
M.tar;.l'.OAck*o 000•Stccl ►,STM 61142V. lam aA" r.. Ii ar. 41635 "7403 LONG BEACH CALIF. 90805 (213)774-2560
A44l. G..dn C 40 ksi V.P. ay
.OHO"x 3"SQ. POST iThcihis ltitnle Ohlactai. IM rlf tN •ni•r .nd mrpt a .__.._.2. ••,- 8 - •��•O" R ••+ IA / 1 / //„
2 55-1
I
•
•
•