HomeMy WebLinkAbout024-270-028as
24-27-28
Ron Spencefl GREGORY, Wallace 561-66B
S /S Sheldon Ave., 600' E . o f Hwy 99, 79-67 E(s) 440-66E
GridleyYuba C 571-66P
-
contr: Stan Christopherson, City -27-2
Permit #492-79B,P,E(add bedroom & s/s Sheldon east of Grange Hall, Gri ey
bath/SF) �,�� h� CONTR: Loris Root, Rt. 1., Box 428, Gridley)
(addition
)
024-27-0-028 92-2929B
SPENCE; Ron f
48 Sheldon Ave, Gridley j
reroof/sf,
1308-0481 024-270-028
MISCELLANEOUS Patio Cover/Cvd Pch r.
PATIO COVER OVER EXISTING BRIC
SHELDON AVE - -_ _ s
' SPENCE RONALD K & JO;
i
GREGORY, W.E. 229-68B* 1118-67B,9
1722�67P-j
- -- - 886-67E �f
4-27-..
s1s Sheldon Ave. 600' east of Hwy. , ridl
CONTR: Blue Dolphin Pools, 3015 Hobart Court.
(swimmin pool) Sacramento
-/ -� -111$-67B j
( "add Vpito cover)-� f'-2 a -70
i
5-/
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #:(530) 538-7541 FAX#: (530) 538-2140
WEBSITE: www.buttecounty.net\dds
contractor Applicant: Square Footage: .
HAWKINS SUPPLY INC DBA HAWKINS HAWKINS SUPPLY INC DBA Building Garage Remdl/Addn
1257 HASSETT AVE 1257 HASSETT AVE
YUBA CITY, CA 95991 YUBA CITY, CA 95991
Other Porch/Patio Total ,
(530)671-5044 (530)671-5044 znn znn
FEE INFORMATION )
DBEH Building Review Fee $78.90
DBMSC Patio Cover/Covered Pore $164.00
DBSMIP Residential t - $0.50
LICENSED CONTRACTOR'S DECLARATION
Contractor (Name) State Contractors License No. / Class / Expires
HAWKINS SUPPLY INC DBA H, 595469 / D24 D41 C2 / 06/30/2008 -
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter
(commencing ' h Section 7000) of Division 3 of the Business and Professions Code, and my license
is in full for a d effect.
X 04/17/2008 '
Con.tAd&oes Signature Date
. ' WORKERS' COMPENSATION DECLARATION I
I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations:
❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR
WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
l y�q.r HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by
IILLJJ Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
My Workers' Compensation insurance carrier and policy number are;
Carrier: ACE PROPERTY CApolicy Number: C45073841 Exp, Date:02/0112009
(This section need not be completed if the permit�s oror ondollars ($100) or ess.
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 Workers'
Compensation Laws of California, and agree that if I should become subject to the workers'
compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those
M
04/17/2008
slgnpure Date
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CML FINES UP TO ONE
HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION,
DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND
ATTORNEY'S FEES.
CONSTRUCTION LENDING AGENCY
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for
the performance of the work for which this permit is issued. (3097 civ. code)
Total Charged: $243.40 Fees Paid:
Balance Due: $0.00 Receipt No:
OWNER / BUILDER DECLARATION
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License
Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that
requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance,
also requires the applicant for such permit to file a signed statement that he or she is licensed
pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000)
of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects
the applicant to a civil penalty of not more than five hundred dollars [$500];
Please check one of the following:
❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE
COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR
OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License
Law does not apply to an owner of the property, who builds or improves thereon, and who does
the work himself or herself or through his or her own employees, provided that such improvements
are not intended or offered for sale. If, however, the building or improvement is sold within one
year of completion, the owner -builder will have the burden of proof that he or she did not build or
improve for the purpose of sale.).
E1. AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED
CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code:
The Contractors License Law dows not apply to an owner of the property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the
Contractors License Law.).
❑ I AM EXEMPT under Section B. 8 P.C. for this
ix 1• '04/17/2008
Owners Signature Date
I hereby certify that I have read this application and state that the above information is correct. I agree
to comply with all City and County ordinances, rules, regulations, and State laws relating to building
construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless
Butte County, its officers, agents and employees from any and all claims and liability for personal , -
injury, including death, and property damage caused by, arising out of, or in any way connected with
the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the
use or
occupa of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte
Counly to err a above mentioned property for inspection purposes. I hereby certify that I am the
prop e own or a orized to act on thT_Wpperty owneirs behalf.
4f VeR&Y 04/17/2008
Owner 1-1 Contractor OR. DAgent for Owner Agent for Contractor
Lenders Address City State Zip
FILE COPY
PROJECT INFORMATION
Site Address:
SHELDON AVE
Owner:
Permit No: B08-0481
APN:
024-270-028
SPENCE RONALD K,& JO,
Permit type:
MISCELLANEOUS
48 SHELDON AVE
Issued Date: 04/17/2008 By KCG
Subtype:
Patio Cover/Cvd Pch
GRIDLEY, CA 95948
Expiration Date: 04/17/2009
Description:
PATIO COVER OVER EXISTING R.
(530) 846-3450
Occupancy: Zoning: SRI
contractor Applicant: Square Footage: .
HAWKINS SUPPLY INC DBA HAWKINS HAWKINS SUPPLY INC DBA Building Garage Remdl/Addn
1257 HASSETT AVE 1257 HASSETT AVE
YUBA CITY, CA 95991 YUBA CITY, CA 95991
Other Porch/Patio Total ,
(530)671-5044 (530)671-5044 znn znn
FEE INFORMATION )
DBEH Building Review Fee $78.90
DBMSC Patio Cover/Covered Pore $164.00
DBSMIP Residential t - $0.50
LICENSED CONTRACTOR'S DECLARATION
Contractor (Name) State Contractors License No. / Class / Expires
HAWKINS SUPPLY INC DBA H, 595469 / D24 D41 C2 / 06/30/2008 -
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter
(commencing ' h Section 7000) of Division 3 of the Business and Professions Code, and my license
is in full for a d effect.
X 04/17/2008 '
Con.tAd&oes Signature Date
. ' WORKERS' COMPENSATION DECLARATION I
I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations:
❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR
WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
l y�q.r HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by
IILLJJ Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
My Workers' Compensation insurance carrier and policy number are;
Carrier: ACE PROPERTY CApolicy Number: C45073841 Exp, Date:02/0112009
(This section need not be completed if the permit�s oror ondollars ($100) or ess.
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 Workers'
Compensation Laws of California, and agree that if I should become subject to the workers'
compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those
M
04/17/2008
slgnpure Date
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CML FINES UP TO ONE
HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION,
DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND
ATTORNEY'S FEES.
CONSTRUCTION LENDING AGENCY
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for
the performance of the work for which this permit is issued. (3097 civ. code)
Total Charged: $243.40 Fees Paid:
Balance Due: $0.00 Receipt No:
OWNER / BUILDER DECLARATION
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License
Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that
requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance,
also requires the applicant for such permit to file a signed statement that he or she is licensed
pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000)
of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects
the applicant to a civil penalty of not more than five hundred dollars [$500];
Please check one of the following:
❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE
COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR
OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License
Law does not apply to an owner of the property, who builds or improves thereon, and who does
the work himself or herself or through his or her own employees, provided that such improvements
are not intended or offered for sale. If, however, the building or improvement is sold within one
year of completion, the owner -builder will have the burden of proof that he or she did not build or
improve for the purpose of sale.).
E1. AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED
CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code:
The Contractors License Law dows not apply to an owner of the property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the
Contractors License Law.).
❑ I AM EXEMPT under Section B. 8 P.C. for this
ix 1• '04/17/2008
Owners Signature Date
I hereby certify that I have read this application and state that the above information is correct. I agree
to comply with all City and County ordinances, rules, regulations, and State laws relating to building
construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless
Butte County, its officers, agents and employees from any and all claims and liability for personal , -
injury, including death, and property damage caused by, arising out of, or in any way connected with
the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the
use or
occupa of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte
Counly to err a above mentioned property for inspection purposes. I hereby certify that I am the
prop e own or a orized to act on thT_Wpperty owneirs behalf.
4f VeR&Y 04/17/2008
Owner 1-1 Contractor OR. DAgent for Owner Agent for Contractor
Lenders Address City State Zip
FILE COPY
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION"
OFFICE #: (530) 538-7541 FAX #: (530) 538-2140
A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION
Website: www.buttecounty.net/dds
PLEASE PRINT CLEARLY
PERMIT
NO.
cz�. ( ('
a- 0m
"When filed, this application and all supporting material becomes subject to the California Public Records Act All public information
related to this application is subject to public inspection and will be posted on the County's website for electronic access.
OWNER INFORMATION
Last NameFirst
S� Gig c2a�
Name
Mailing Address
6 � � ��� �!✓�
/qa
City G°s`t 41&
State��
Zip
PhoneS3D) gq6' _3g5-0
Fax
E-mail
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%X 4 -J—) v v
Name PIA VV 1�1 �S' O—C
Address FZ 5— 7 IlaSsef-(- /4e -
City
Statea
Zip 9.
Phone5��� 6 7l-SoU
Fax Sao) 6 7/ -S"o3
E-mail U
Uc. # 6-9
Classes I7
%X 4 -J—) v v
APPLICANT SIGNATURE
X
PROJECT LOCAT! N
AP# 'D _ p DJJ
-
Property Address 5;t�e / !to
Ae
City lLi
WORKER'S COMPENSAT/Olqn
Policy Number .
Carrier
A )
if hiring anyone other than licensed contractors, a centifr a of
worker's compensation must be shown at the time of permit issuance.
LENDING AGENCY
Name
1 D
Address
DESCRIPTION OR SCOPE OF WORK.
ARCHITECT/ENGINES
Name
Name
Gn
ki.Gl Qom!!
City
No
State
Address
`
City
t to
Zip
Phone
Fax
Email
State Ucense Nu ber
APPLICANT SIGNATURE
X
PROJECT LOCAT! N
AP# 'D _ p DJJ
-
Property Address 5;t�e / !to
Ae
City lLi
WORKER'S COMPENSAT/Olqn
Policy Number .
Carrier
A )
if hiring anyone other than licensed contractors, a centifr a of
worker's compensation must be shown at the time of permit issuance.
LENDING AGENCY
Name
1 D
Address
DESCRIPTION OR SCOPE OF WORK.
APPLICANT INFORMATION
Name
G
Address
ki.Gl Qom!!
City
No
State
Zip
Phone
Fax
E-mail
Cov
APPLICANT SIGNATURE
X
PROJECT LOCAT! N
AP# 'D _ p DJJ
-
Property Address 5;t�e / !to
Ae
City lLi
WORKER'S COMPENSAT/Olqn
Policy Number .
Carrier
A )
if hiring anyone other than licensed contractors, a centifr a of
worker's compensation must be shown at the time of permit issuance.
LENDING AGENCY
Name
1 D
Address
DESCRIPTION OR SCOPE OF WORK.
Jyt S� ) ( a l;1'V i II v),�•� ,5 "I
L'26
lS`
CD✓er. c2`�rG�C/X � `lie klle
iw - -
ki.Gl Qom!!
I Yes
No
Occ.
Type Const.
Sq FT- Laving Garage Open
Cov
❑ Structure Built without Permits
❑ Proposed Change of Occupancy
(Note previous use): a�
For office use only:
Zoning
1 Flood Zone
SRA
I Yes
No
Occ.
Type Const.
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-2140 Fax
www.buttecounty.net/dds
NOTICE TO BUILDERS"
Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In
addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental
Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to
expedite your permit:
0 Make sure your application is complete.
0 Be responsive to requests from County departments for any additional materials or requirements.
The Building Division places its highest priority'on processing building permits as quickly as possible and each day that passes
without a complete application adds to processing time.
Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not
started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to
expiration an indefinite number of times, provided construction progress has been documented by the Building Division during
each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In
order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking
and documentation may be required. Upon completion of work covered by this permit, please contact this office for final
inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is
issued without a final inspection.
EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY"
Application for which a permit has not been issued will expire one year after date of application.
Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if
the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for
Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn
before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to
process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the
permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund
amount) to determine no work was done.
Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/
"When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information
related to this application is subject to public inspection and will be posted on the County's website for electronic access.
Reference Number: B08-0481
Location: SHELDON AVE
Parcel Number: 024-270-028
Owner Name: SPENCE RONALD K & JO,
Description: PATIO COVER OVER EXISTING BRICK PATIO (300)
Date: 03/19/2008
Phone: (530) 846-3450
Signature of Applicant: JL Date: 03/19/2008
FILE
DVS SPEyt- c- (- 5-30)
44 � S%,e 1(Wvn
SUTTE COUNTY
BUILDING ®IVISI011=
APPROVED, �
"Owner:
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IINI N -BUILDING' ——�N APPROVAL • •
Date.
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TOM CAMPBELL & ASSOCIATES,. INC.
Commercial and Residential Structural Engineering
(951) 741-2107
February 14, 2008
Building Official
Jurisdiction Having Authority
RE: Duralum Products, Inc. Patio Covers Design Parameters
This letter affirms that the Duralum Products,, Inc. patio covers, installed with solid
roof panels;or lattice purlins,: as cited in the standard plans identified as Job
No. GF07-0674 and containing my professional engineers stamp and signature,
comply with the roof live, snow, wind and seismic load requirements cited in the 2006
International Building Code, 2006 International Residential Code,. 2007 California
Building Code, ASCE/SEI 7-05 (Minimum Design Loads for Buildings and Other
Structures) and the.2000 Aluminum Design Manual, ADM-01.
l
Please contact me at (951) 741-2107 or at ticampbellacharter. net should you
require additional information.
Sincerely,
Tom, Campbell, PE
BUILDING DIVISIO
APPROVE®
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. ER -
GENERAL NOTES:
GOVERNING CODES:
'
TOM CAMBELL & ASSOCIATES, INC.
1. THE DESIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE,
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Exp. �I
ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL -ADM 1-00.
C l�
DATE: 101232007
DRAWING NOTES:
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10. 20 & 30 ps(
DURALUM PRODUCTS, INC.
ER-
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY
IDENTIFIED.
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3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND
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ENCLOSABILITY.
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4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE
90,100&110 MPH
452.7021 FAX 4031519 sales@duralum.rom
METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.
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5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED
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REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS
WITHOUT AN APPROVED CHANGE ORDER.
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6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
nco J
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H.
B. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
M
9. AN ATTACHED PATIO COVER MAY SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS
co
LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
10. 20# L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS.
LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
DESIGN LOADS:
11. RESIDENATIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRCAPPENDIX H. 12. COMMERCIAL APPLICATIONS
- IBC CHAPTER 16.
ROOF LIVE LOADS: -10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GOUND: 50 POUNDS PER SQUARE FOOT.
ROOF: 30 POUNDS PER SQUARE FOOT
( EXPOSURE C, NON -HEATED STRUCTURE).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR. EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY D.
13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2.
DESIGN CONSIDERATIONS:
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 112 INCH PER FOOT.
15. MINIMUM PATIO COVER SIZE: 50 SQUARE FEET.
16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
17. COVERS ARE DESIGNATED "RIGED BUILDINGS' AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
1 S. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS
DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1.
19. THE FREESTANDING AND ATTACHED SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED
AS "OPEN STRUCTURES' IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE
DESIGNED AS "OPEN STRUCTURES' IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
21. RRNOO(PVFARNOFCD�DIVIDED BY THE PATIO COVER
POJECTCWIDTH T), SHLLTEXCEONE�)
22. THE RATIO (UP PATIO COVER LENGHT (L, FT.)DIVIDED BY THE PATIO COVER PROJECTION
OR WIDTH (( , ), SHALL NOT EXCCED (NE (1.
SPS F
DRAWN BY: K.K.
TOM CAMBELL & ASSOCIATES, INC.
No. 'l7, 48
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Exp. �I
SHEET
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DATE: 101232007
ROOF LIVE LOADS: - 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GOUND: 50 POUNDS PER SQUARE FOOT.
ROOF: 30 POUNDS PER SQUARE FOOT
( EXPOSURE C, NON -HEATED STRUCTURE).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES BAND C.
SEISMIC LOADS: SITE CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY D.
MATERIAL SPECIFICATIONS:
23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED
THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER
YEILD AND ULTIMATE STRENGTHS.
24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
25. DESIGN SOIL VERTICAL SOIL BEARING PRISSURE IS 1,000 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL
BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.
26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED
OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C.
STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40.
27. FASTERNERS:
ALUMINUM BOLTS SHALL BE 2024-T4:
STEEL BOLTS SHALL BE ASTM A-307;
HIGH-STRENGTH BOLTS SHALL BE A-325.
ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS.
WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL
DESIGN SPECIFICATION.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE: 101232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 20 & 30 ps(
DURALUM PRODUCTS, INC.
ER-
SCALE: NONE
ALTA LOMA. CA (951) 741-2107
GENERAL NOTES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
1(916)
GF074674 a no.
REVISED BY: K.K. & O.P.
90,100&110 MPH
452.7021 FAX 4031519 sales@duralum.rom
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL —
ROOF PANEL
SEE SCHEDULE
FOR SPANS
Q
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
SOLID PANEL TYPES
ATTACHMENT CHANNEL
A/VD UFS T ALUMINUM SEE DETAIL'S, SHT. 7 =
T H PRp EC"OT ON FL SS TCTURE N RIES ROOF PANEL MIN. 0.5" SLOPE PER FT
T
�SEESCHEDULE
ENCLOSED � ((� FOR SPANS
fft." NOT TO EXCEED 25%
pS OPTIONAL: CANTILEVER BEAMSCHEDULE
Ij
1 1/2" SQ. SCROLL POSTS EESCHF�ULES SE POST SPACINGR
3 1/2" SLAB ATTACHMENT OH.25,,#"—r
MAY BE USED WHERE ALTERNATE: OF gp N C EO r7 N
PERMITTED. SINGLE POST
SEE SCHEDULE SEE SCHEDULE
MAX. HT.= 12'
NOTE: NO SPLICE AT THIS
l S�+ POST AND AT END BAYS. CC
FOOTING WHERE REQUIRED �/ - � TE�7
SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTE `jC� I, C
CHANGEABLE WITH ANY OTHER p`
COMPONTENT UNLESS OTHER p
TVfIC NA-- ATTA/-LJCI•l QIAIl-1 C 00AA1 IA//rlAAITI) CIJCEM3 iy (7a Al
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
O
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
SQ. POSTS, SIZE VARIES
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING. SEE
SCHEDULE [�
( Mq y NOT BE ENCLOSED
SEESCMED
SE SCHEDULE OR
�fS
POSTSPACINE
O•H.
ALTERNATE:
?5/ OF SP EE
SINGLE POST
qN
SEE SCHEDULE
NOTE 140SPLICEATTHIS
3 1/2" SLAB
POST APD AT END BAYS.
DETAIL FOR SPLICE
Uw
1/2' Q. SCROLL POSTS
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12' �G
WHERE REQUIRED
IDULE FOR FOOTING CUBE SIZE
ALUMINUM
>;iViL ROOF PANEL MIN. 0.5" SLOPE PER FT.
EE SCHEDULE
ii FOR SPANS
"O.H.` NOT TO EXCEED 25%
OF SPAN
ALTERNATE:
SINGLE POST
SEE SCHEDULE
FOOTING WHERE REQUIRED ✓ h_� FOOTING WHERE REQUIRED ✓
SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FRE[
I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, INC.
REPORT NUMBER DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL
ER- SCALE: NONE ALTA LOMA. CA (951) 741.2107 STRUCTURES
REVISED BY: K.K. B D.P.
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
OF
�Rc VgRIES
(MAY NOT BE ENCLOSED
SEE SCHEDULE FOR
PtjST SPACING
OF
spi
SPLICE A THIS
AT END BOYS.
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
'ANDING MULTISPAN W/CANTILEVER OPTION
LIVE LOAD = PATIO COVER SYSTEM AS MFG: BY: SHEET
10, 20 a 30 psl DURALUM PRODUCTS, INC. 2 OF 29
HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826
90, 100 & 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com I
X09 NO. GF07-W4
SEE DETAIL FOR SPLICE
BEAM
r
SQ. POSTS, SIZE VARIES
x
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
"SCHEDULE
ALTERNATE:
SINGLE POST
SEE SCHEDULE
FOOTING WHERE REQUIRED ✓ h_� FOOTING WHERE REQUIRED ✓
SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FRE[
I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, INC.
REPORT NUMBER DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL
ER- SCALE: NONE ALTA LOMA. CA (951) 741.2107 STRUCTURES
REVISED BY: K.K. B D.P.
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
OF
�Rc VgRIES
(MAY NOT BE ENCLOSED
SEE SCHEDULE FOR
PtjST SPACING
OF
spi
SPLICE A THIS
AT END BOYS.
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
'ANDING MULTISPAN W/CANTILEVER OPTION
LIVE LOAD = PATIO COVER SYSTEM AS MFG: BY: SHEET
10, 20 a 30 psl DURALUM PRODUCTS, INC. 2 OF 29
HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826
90, 100 & 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com I
X09 NO. GF07-W4
RAFTER. SEE TABLE
FOR SIZE
AND SPACING
MAX. PROJ.
SEE SCHEDULE
MAX. O.H. j
., 25% OF SPAN �O.H
SEE SICHE
T
LENGTH OF STRUCTURE VARIES
OPEN LAT"
f k,SrrMGevr
OIAIG \\
RAFTER, SEE TABLE
FOR SIZE
AND SPACING .
MAX. O.H. �O� �HI
25% OF SPANT/T
HE� III II
LENGTH OF STRUCTURE VARIES
MIN
SEE POST OETAI
SFOFSq&eC/NG
NOTE: EACH COMPONENT IS INTER- n 3 12^ SLAB
CHANGEABLE WITH ANY OTHERMAY BE USED
AIN
COMPONTENT UNLESS OTHERWISE SHOWN. SFFTge F ANG OOTTIING.SSEEE
1p�SCHEDULE
OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE:SPAN LATTICE.. STRUCTURE
`ICE TYPES
NOTE: THIS OPEN LATTICE -TYPE STRUCTUREMAX. PROJ.
MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE
RAFTER. SEE TABLE
FOR SIZE
AND SPACING
-So, N
�OF�'O�FR
25% OF SPAN
OSTSAh,9tiC
g0�4'G
POST HEIGHT
SEE CH DULE
LENGTH OF STRUCTURE VARIES
EACH COMPONENT IS INTER-
,EABLE WITH ANY OTHER
)NTENT UNLESS OTHERWISE SHOWN.
MAX. PROD.
SEE SCHEDULE
MAX. O.H.
5% OF SPAN
906yC
OST HEIGHT
LENGTH OF STRUCTURE VARIES
POST WITH SIDE-
PLATES SEE TAIL
312'SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTEO.
SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
LATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
0 MAY NOT BE ENCLOSED OR COVERED
POST CROSS-SECTION.
AOS SEE POST DETA L
SFF Tge(�O/'l'G
312'SLAB
MAY BE USED
NOTE: EACH COMPONENT IS INTER- Dos TO CONSTRAIN
CHANGEABLE WITH ANY OTHER SFFT SFq SCHEDULE EE
COMPONTENT UNLESS OTHERWISE SHOWN. gs�FDrNG I- FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL & ASSOCIATES,'INC.
~
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
OST WITH S\
REPORT NUMBER
a O
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PLATES SEE DETAIL
10, 20 & 30 psl
SFF�q�
SHEET
'
ER-
SCALE: NONE
ALTA LOMA. CA 951 741-2107
()
STRUCTURES
HORIZ. WIND =
lc0j'1'G
3 OF 29
-
NOTE: EACH COMPONENT IS INTER-
a
312"SLAB Al TACHMENTMAY BE
CHANGEABLE WITH ANY OTHER
USED WHERE
PERMITTED.
COMPONTENT UNLESS OTHERWISE SHOWN.
qB�F yG SCHEDULE
FOOTING NMERE'REQUIRED.
SEE SCHED. FOR FOOTING
����
OPEN LATTICE -TYPE PATIO COVER
— SCALE: NTS
NOTE: THIS OPEN LATTICE -TYPE
MAYUjBE ENCLOSED OR
RAFTER, SEE TABLE
FOR SIZE
AND SPACING .
MAX. O.H. �O� �HI
25% OF SPANT/T
HE� III II
LENGTH OF STRUCTURE VARIES
MIN
SEE POST OETAI
SFOFSq&eC/NG
NOTE: EACH COMPONENT IS INTER- n 3 12^ SLAB
CHANGEABLE WITH ANY OTHERMAY BE USED
AIN
COMPONTENT UNLESS OTHERWISE SHOWN. SFFTge F ANG OOTTIING.SSEEE
1p�SCHEDULE
OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE:SPAN LATTICE.. STRUCTURE
`ICE TYPES
NOTE: THIS OPEN LATTICE -TYPE STRUCTUREMAX. PROJ.
MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE
RAFTER. SEE TABLE
FOR SIZE
AND SPACING
-So, N
�OF�'O�FR
25% OF SPAN
OSTSAh,9tiC
g0�4'G
POST HEIGHT
SEE CH DULE
LENGTH OF STRUCTURE VARIES
EACH COMPONENT IS INTER-
,EABLE WITH ANY OTHER
)NTENT UNLESS OTHERWISE SHOWN.
MAX. PROD.
SEE SCHEDULE
MAX. O.H.
5% OF SPAN
906yC
OST HEIGHT
LENGTH OF STRUCTURE VARIES
POST WITH SIDE-
PLATES SEE TAIL
312'SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTEO.
SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
LATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
0 MAY NOT BE ENCLOSED OR COVERED
POST CROSS-SECTION.
AOS SEE POST DETA L
SFF Tge(�O/'l'G
312'SLAB
MAY BE USED
NOTE: EACH COMPONENT IS INTER- Dos TO CONSTRAIN
CHANGEABLE WITH ANY OTHER SFFT SFq SCHEDULE EE
COMPONTENT UNLESS OTHERWISE SHOWN. gs�FDrNG I- FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL & ASSOCIATES,'INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 & 30 psl
'DURALUM PRODUCTS, INC.
SHEET
'
ER-
SCALE: NONE
ALTA LOMA. CA 951 741-2107
()
STRUCTURES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
3 OF 29
-
REVISED BY: K.K: & D.P.
-
90,100& 110 MPH
(916) 452-7021 FAX 403.1519 sales@duralum.cam
JOB NO GF07-WZ
t A
SOLID PANEL SPANS FOR COMMERICAL & PATIOS
.25'_ B 35„ 71" c-
-� �- .67" - 440" -
40"
2 46" 1.70" _.40"
.40' I 25
1.48' 40" 05 -40" .35„
3.00" - 4.50" - 4.50" - �- 4.50" - 4.50, 3.00" -
24.00" +
ALUM. ALLOY 3004-H36 OR EQUAL II
24" TRI='V" PAN
L.L.=
(PSF)
PANEL"T"
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.018
11'-0"
10'-0"
10'-0"
9'-0"
9'-7"
8'-8"
4 OF 29
IMa
.024
12'_10„
11'-7"
11,_7,
10'-4"
11'-0"
i0'-0"
.032
14'-9"
13'-4"
13'-4"
12'-0"
12'-10"
11'-7"
.040
22,-4„
274„
22,_4„
22,-4„
22'-4"
22'-0„
20
.018
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
9'-6"
.024
10,_7,
10,_7,
10'.7"
10,_4„
10'_7'
101-01,
.032
11' .
15'-3"
11' 8"
11' 8"
11'-8"
15'-3"
.040
17,_1„
17'-1"
17'-1„
17'-1"
17'-1"
17'-1"
30
.018
7,_9„
7,_9„
7'-9„
7'-9„
7,_9„
7,_9„
.024
g, 0,
91_01,
9,-0„
91_0„
91_0„
91_01,
.032
10'-2"
10'-2"
10'-2"
10'-2"
10'-2"
10'-2"
.040
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
i No 3794
Exp.3 3!
tp, civil��F CA.�.��0�
90/100/110 MPH EXPOSURE B & C
5"
R= 11 T'
1 125• (180 p
70
T=SEE TABLEBELOW
n 1.125•
� I
�i M M 7s•
N
1 0 O
tY
Al I IM Al 1 ()V 'AnnA-H'1F; OP.F(1( IAI
V 12" x 3 1/2" W PANEL
=
SF)
PANEL'T'
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.020
15'-6"
15'-6"
15'-6"
15'-0"
15'-6"
14'-6"
4 OF 29
IMa
.024
18,_1"
18,_1„
18,_1„
17,_4„
18'-l"
16'.8"
.032
20,_9„
20'-9"
20'-9"
20,-4„
20,_9„
19'-8"
.040
22,-4„
274„
22,_4„
22,-4„
22'-4"
22'-0„
20
.020
11'-3"
11'-3"
11'-3"
11'-3"
11'-3"
11'-3"
.024
13'-0"
13'-0"
13'-0"
13'-0"
13'4"
13'-0"
.032
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
.040
17,_1„
17'-1"
17'-1„
17'-1"
17'-1"
17'-1"
30
.020
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
024
10'-6'
10'-6'
10'-6'
10'-6'
10'-6'
10'-6'
.032
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
.040
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
I.C.C.A
DRAWN BY: K.K.
TOM CAMBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO'COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 101232007
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 ps1
DURALUM PRODUCTS, INC.
SHEET
ER-
SCALE: NONE
ALTA IOMA, CA 1951) 741-2107
PANEL SPANS
HORIZ. WIND =
8299 ALPINE AVE., SACRAMENTO, CA 95826
4 OF 29
IMa
REVISED BY: K.K. B D.P.
90, 100 8 110 MPH
(918).452-7021 FAX 403-1519 seles@duralum.com
No. cvo7-067.
Nr, 77"
N
SOLID PANEL SPANS FOR COMMERICAL & PATIOS
09R. (I.S.) 67"
25"
ALUM. ALLOY 3004 1-136 OR EQUAL
8"x2 1/2" FLAT PAN
L.L.=
(PSF)
"T'
(IN.)
90,100 &110
MPH SPAN
EXP.B
IEXP.0
10
.018
12'-9"
19'-2"
.020
13'-6"
13'_6"
.024
14.-9"
14--g-
.032
17'-4"
17'_4"
.040
18.-9,.
18'-9,.
20
.020
9._91,
9,-g,-
.024
10'-6"
10'-6"
.032
12'-8"
12'-8"
.040
14'-2"
14'-2"
30
.020
8,-0„
8'-0"
.024
g'_g
8'-g"
.032
10,_4"
10,_4"
.040
11'-8"
11'.8"
FAN BEAM
i�
v
N
HEADER
CEILING FAN AND/
OR LIGHT FIXTURE
( MAX. 30 lbs. )
EXIST. WALL
co
Z f rn
I'n
N0ct.. 7 48 � =,070° n .
Exp. 3 3..
OFCa�uF°g
90/100/110 MPH
ALLOWABLE SPANS
.020
2" x 3" FAN BEAM
10#
20'-7"
20#
15'-6"
30#
12'-9"
EXIST. WALL ,Z 2� FAN BEAM. ALUM. ALLOY 6063-T6
ATTACHMENT AT HANGER CHANNEL
FAN BEAM_
SEE SCHED. HANGER ANNEL �
f� 3"
FAN BEAM
- t
#12 S.M.S. SCREW \
#12 S.M.S. SCREW AT HANGER CHANNEL
FAN BEAM ATTCHMENT AT HEADER
FAN BEAM
3"
.042"x3"x8" HEADER \#12 x 3 1/2" S.M.S. SCREW
0 W
AT HEADER
EXPOSURE B & C
.09R. (I.S.)
.25" L
ALL UNMARKED RADII .06R
2.5" r_c« I... � —
ALUM. ALLOY 3004-1-136 OR EQUAL
6"x2 1/2" FLAT PAN
L.L.= 1 "T' 1 90,100 &110
(PSF) (IN.) I MPH SPAN
EXP.B I EXP.0
10
.020
15'-0"
16-0--
5'-0".024
.024
16-9"
16-9"
.032
19'-2"
19'-2"
040
20'-7"
20'-7"
20
.020
10'-8"
10'-8"
.024
12'-0'
12'-0'
.032
14'-0"
14'-0"
.040
15'.6"
15'-6"
30
.020
8'-9„
8'-9„
.024
9'-10"
9'-10"
.032
11'4"
11'-4"
.040
12'.9"
12'4"
I.C.C. E.S. EVALUATION
'DRAWN BY: K.K.
TOM CAMBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 10/238007
COMMERCWLAND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
1(916)
SHEET
ER-
SCALE: NONE
REVISED BY: K.K. & D.P.
ALTA IOMA, CA (9511 741-2107
FAN BEAM
HORIZ. VNND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
48 OF 29
joe NO. GF0I.0614
70. 90 8 110 MPH
452-7021 FAX 403-1519 sales@tluralum.com
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C
r
C
.075"
.750" .860"
24" .440" _ .265„
24" TRI='V PAN14
.240" .07
L.L.= PSF 90- MPH 100 -MPH 110- MPH ® ® ® 40"
6.00"
10 #10 S.M.S. #10 S.M.S. #10 S.M.S.
R9.250 OPTIX® PRODUCTS ACRYLIC PER
20 #10 S.M.S. #10 S.M.S. #12 S.M.S. ®� I.C.C. E.R. 5411 OR EQUAL
30 #12 S.M.S. #12 S.M.S. #12 S.M.S. co
D �SKYLIG.HT DETAILCD
SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2"
FLAT PANEL ADJACENT TO SKYLIGHT PANELS
11" X 3 1/L*' VV t'ANtL
6 PANEL SPANS / 8" PANEL SPANS 1
L.L.= PSF
90- MPH
100- MPH
110- MPH
#10 S.M.S.
10
#10 S.M.S.
#10 S.M.S.
#10 S.M.S.
6"
20
#10 S.M.S.
#10 S.M.S.
#12 S.M.S.
10
30
#12 S.M.S.
#12 S.M.S.
#12 S.M.S.
13'-4"
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2"
FLAT PANEL ADJACENT TO SKYLIGHT PANELS
L.L.=
6 PANEL SPANS / 8" PANEL SPANS 1
t=.020"
t=.024"
t=:032"
t=.040" A.
#10 S.M.S.
6"
8"
6"
8"
6"
8"
6"
8"
#12 S.M.S.
'
10
10'-2"
8269 ALPINE AVE., SACRAMENTO, CA 95826
12'-9"
13'-4"
14'-7"
I
20
8'-10"
10'-3"
11'-4"
12'-3"
30
T-1"
8'-4"
9'-10"
10'-8"
USE A MAX. OF (1) SKYLIGHT PANEL PER (3) 8" ROOF PANELS
No'3773-18
Exp.il3r g
SOF CALW
2E5 6.
I.C.C. E.S. EVALUATION
L.L.= PSF
90- MPH
100- MPH
110- MPH
10
#10 S.M.S.
#10 S.M.S.
#10 S.M.S.
20
#10 S.M.S.
#10 S.M.S.
#12 S.M.S.
/
6" 8"x2 1/2" FLAT PAN W/(2) -V'S
30
#12 S.M.S.
#12 S.M.S.
'
#12 S.M.S.
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL 6 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE: 10123/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10 20 8.30 Psf
DURALUM PRODUCTS, INC.
ER_
SCALE: NONE
ALTA LOMA, CA (951) 741-2107
PANEL FASTENERS
HORIZ. VIAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SOF 29
F
REVISED BY: K.K. & D.P.
90. 100 8, 110 MPH
(916):452-7021 FAX 403-1519 sales@duralum.can
JOB Gi07as1a
RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE R R C
ALUM. ALLOY 3004-H36
OR EQUAL
2" (�- 6.*
SEE NOTE BELOW
024
"
.032042"
TOM CAMBELL & ASSOCIATES, INC.
ALUM. ALLOY 3004•H36 „
OR EQUAL I� MAX. 2" I� 6.5"
'
024"
-� ~-032"
LIVE LOAD =
1j -I
ALUM. ALLOY 3004-H36
OR EQUAL
3.0"
-
1-1180"
042"
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 psf
DURALUM PRODUCTS, INC
SHEET
ER-
SCALE. NONE
ALTA LOMA. CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
6 OF 29
6 F
*
SEE NOTE BELOW
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales@duralum.com
Gr07-06)a
r?2
U.C
a 8
N o
x 6 1/2" RAFTER
90 MPH 100 MPH
EXP. B EXP.0 EXP. B EXP.C.
110 MPH
EXP. B EXP.0
o a�
CL v
DBL. 2
90 MPH
x 6 1!2" RAFTER
100 MPH 110 MPH
rn a�
ca�
N 0
3 x 8" RAFTER
L.L.=
(PSF)
"T'
(IN.)
L.L.=
(PSF)
"T"
(IN.)
L.L.=
(PSF)
"T'
(IN.)
90 MPH
100 MPH
110 MPH
o EXP. B EXP.0 EXP. B .: EXP.0 EXP. B EXP.0
EXP. BI
EXP.0
EXP. B
EXP.0
EXP. B
EXP.0
024
16"
14'-4".l
13'-0" 13'_0„
111-8"
12'-10"111'-4"
10
.024
16
20,_3" 18,-4„
18,-4„ 16,_6,; 18,_1„ 16'-U'
10
042
16
28'-2"
25,_7,
25,_7,
22'-6"
25,_2„
21,_2"
24" 11 _8" 10,_7, 10,_7, 9'-6" 10,-4" 9'-3"
24" 16,_6„ 15,_0„ 15'-0" 13'-6" 14,_5" 13'_1"
24"
23'-0"
20'-10"
20'-10"
18'-9"
20'-6"
18'-2"
10
.032
16"
19'-1"
17,-4" 17'4„
15'-6"
17,_1"
15'-4"
.032
16"
27'-0" 24,_6"
24'_6„ 22'_0" 24'_2" 21,-4"
24" 15'-6„ 14,_2„ 14,_2" 12'_8" 13'-11" 12'-3"
24" 22'-0" 20'_0" 20'-0" 18'-0„ 19'_8" 17,_4„
.042
16"
26,_4"
23'_10" 23,-10"
21'-6"
23'-0"
20'-10"
20
.024
16"
15'-2„ 15,_2„
15'-2" 15'-2" 15'_2„ 15'-2"
20
042
16
21'-0"
21'-0"
21'-0"
21'-0"
21'-0„
21,_0„
24" 21'-6" 19'-6" 19'-6" 17'-6" 18--g" 17.0"
24" 12'_4" 12'-4" 12'_4„ 12'_4" 12,-4"
24"
17.2„
17'_2„
17.2"
17'_2"
17'_2„
17.2„
16"
10'-8"
10'-8" 10'-8"
10'-8"
10'-8"
10'-8"
16"
20'_2, 20'_2,
i2.4"
20'-2, 20'_2' 20'2" 0'_2„
024
.032
24"
8'-9"
8'-9" 8'-9"
8'=9"
8'-9"
8'-9"
24„
16'-6" 16'-6"
16'-6" 16'-6" 16'-6" 16'-6"
20
.032
16"
14,_3"
14._3„ 14'-3"
14'-3"
14'-3"
14'-3"
30
.024
16"
12'-5" 12,_5,
12'-5" 12,_5„ 12'-5" 12'-5"
30
042
16
17'-3"
17'-3"
17'-3"
17,_3"
17'-3,.
17.3„
24„ 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8"
24" 10'-2" 10'-2" 10'-2' 10'_2, 10'-2, 10,_2,
24"
14'-2"
14'-2"
14'-2„
14.2„
14'-2"
14'-2"
16"
19'-8"
19'-8" 19'-8"
19'-8"
19'-8"
19,_8„
16"
16'_7' 16,_7'
16'_7' 16'-T' 16'-7' 16'_7'
.042
.032
24° 16,_1" 16_1" 16'_1" 16,_1" 16,_1" 16'_1"
24, 13'-6„ 13'_6" 1 13,_6" 13'.6" 13'-6" 13'-6"
.024
16"
8'-10"
8'-10" 8'-10"
8'-10"
8'-10"
8'-19'
* ENGINEER'S NOTE: WHERE SINGLE RAFTERS HOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING
24"
T-2"
T-2" T-2"
T-2"
T-2"
T-2"
BETWEEN MAY BE USED,AT 32" D.C. OR 4
SINGLE RAFTER SPANS ARE NOT EXCEEDED.
30
16" 11'-9" 11'_9" 11'-9"
.032
24" 9'-7" 9'-T' 9'-T'
16" 13'-6" 13'-6" 13'-6"
.042
24" 13'-3" 13'_3" 13'-3"
TRIBUTARY WIDTH
11'-9" 11'-9"
9'-7" 9'-7'
-6--
13'-6" 13'-6"
13,_3" 13'_3"
TABLE
111.9"
9'-T'
13'-6"
13'_3"
CLEAR SPAN
I
(FT.)
PROJECTION
~ O H
LL1(u NlO.379 8 r �
O.H.
0
1'
6
3
4
7
4
5
8
4
5
9 10
5 5
6 6
11
6
7
12
6
7
13
7
8
14
7
8
15
8
9
16 17
8 9
9 10
18 19 ate. Q�\\P
9 10 10 10
10 11 11 11WIDTH
h
z
TRIBUTARY TRIBUTARY= ZZ
112 SPAN + D.H.
2'
5
6
6
7 7
8
8
9
9
10
10 11
11 12 12 12
3'
-
7
1 7
8 8
9
9
10
10
11
11 12
12 13 13 13
NUIt: IHIBUTARY ON MULTIPLE SPANS IS -
EQUAL TO CENTER SPAN TO CENTER SPAN
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 psf
DURALUM PRODUCTS, INC
SHEET
ER-
SCALE. NONE
ALTA LOMA. CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
6 OF 29
6 F
REVISED BY: K.K. & D.P.
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales@duralum.com
Gr07-06)a
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-1-136
1.50'
WALL
FASTENERS
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET. \c
ALUM. PANEL 2x OR/
3x ALUM. RAFTER
FASCIA BOARD
ALLOWABLE PROJ
SEE TABLE BELOW
1.50" y WALL FASTENERS —
.06M SEE TABLE
.01 02x)90" '202 o SMS @PANEL
DIA. KS OR a8 SMS
N o UP .563" 281„ ? > \, EA. CONTACT
r� /
ALUM.ALLOY tO O ROOF PANEL
6063-T6
.060'
IEL
W &SMS @ EA. CONTACT
EXTRUDEDHANGER CHn �,
LL CONNECTION
EXIST. EAVES, RAFTER
EXISTING EAVF.
OVERHANG
EXISTING EAVE CONNECTION ( 2
.25"R
CONTINUOUS A -RAIL
(WHERE OCCURS)
ALUM.ALLOY
6063-T6
9
ALUM.ALLOY
6063-T6
I.R. HANGER
2.740"
T=.060" -
WALL FASTENERS
SEE TABLE
EXIST. RAFTER
HANGER / RAIL FA&UNFIlb
FASCIA, WALL ( STUD, MASONRY OR CONC.)
RAFTER SIZE
WIND AT 2x FASCIA
DESIGN W/ SIMPSON A35
AT WOOD STUD
16" O.C.
LL=10
AT MASONRY OR
CONCRETE
LL=30
2.'x 4
FULL OR
LL=10 LL=20
LL=30 LL=10 LL=20
LL=30
LL=10 LL=20
LL=30
70
A C
C E H
H
J J
K
90
B C
C E H
H
J J
K
110
D C
C I G H
H
J J
K
2'-0"
23'-1"
22'-1"
13'-5"
cr
DESCRIPTION OF LAG SCREW SEE NOTE BELOW)
zz
� Q LU
<N�
A=1/4"0x1 1/2"@12" O.C.
B=3/8"0x1 1/2"@16" O.C.
C=3/8"0x1 1/2"@12" O.C.
0=7/16"0x1 1/2"@12" O.C.
E=3/8"0x2 1/2"@16" O.C.
F=7/16"0x2 1/2"@16" O.C.
G=7/16"0x2 1/2"@12" O.C.
H=3/8"0x2 1/2"@12" O.C.
J=1/4"0x1 1/8"@16" A.B.
K=1/4"0x1 1/8"@12" A.B.
EXIST. RAFTER
0
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG
LL=10
LL=20
LL=30
2.'x 4
FULL OR
16" OC
..
1'-6"
14'-5"
7'-7"
4'-5"
2'-0" 8'-5" 4'4"
2'-4"
2" x 4"V-6"
FULL OR
24" O.C.
8269 ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-7021.
8'-2"
4'-3"
2'-5"
2'-0" 3'-9"
2"x6"FULL OR
2"x8"NOTCHED
24" O.C.
2'-0"
17'-5"
9'-1"
5'-6"
2"x8" FULL
24" O.C.
2'-0"
23'-1"
22'-1"
13'-5"
NOTE: 10, 20 & 30 L.L.=
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C.
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9.1.2 &
11.1.2.
10# L.L.=(2)#8 SMS EA. SIDE
APPROVED 3" OR 4"
INSUL. ROOF PANEL
w
N
O
y' O
A
N
O
O
#10 SMS TB,B
-- 1.880"—r- AT 12" O.C.
�iO ` , l • vN,��
NO.179,48 r r
c1VIL @
CF CAL*
�2 di
20#/30#L.L.=(2)#10 SMS EA. SIDE
_ t` 3/4" OR 1 1/2"
I I 2x6 1/2„
5" MIN. RAFTER
8"
I
/4_(IR 1 1/2'_
24200" WD. SCREWS L.L.=20
& 30 PSF .
2-914x2 3/4" WD. SCREWS ALL
OTHER DESIGN LOADS.
RAFTER TO
WALL CONNECTION
8„
0
3/16
STEEL
0
0
1/4"0 HOLES,TYP.
PATIO COVER SYSTEM AS MFG. BY:
NOTE: PROVIDE WATER
8 O O
O
PROTECTION, METAL FLASHING
CAUCK JOINTS AND SLOPE
TO DRAIN
TYPICAL BRACKET AT EVERY 2x
HANGER CHANNEL
10 20 &-30 psf
DURALUM PRODUCTS, INC.
MAX. DIST.
\
`1 TO FIRST POST
COVER SUPPORT
ALTA LOMA, CA (951) 741-2107
BEAM OR WALL.
MAX.
2s6 OR 2s8 LEDGER
AFTER
1/2" W. S. )-/%10x1 3/4"
PATIO COVER
ONOTEI PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL
OBRACKET CONNECTION
NOTE:BRACKET
MAY BE MOUNTED
BELOW RAFTER W/
SAME CONNFCTION'C
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
10 20 &-30 psf
DURALUM PRODUCTS, INC.
SHEET
ER-
SCALE: NONE
ALTA LOMA, CA (951) 741-2107
AND BRACKET
ATTACHMENTS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-7021.
7 OF 29
REVISED BY: K.K. & D.P.
90, 100 & 110 MPH
FAX 4031519 salas@duralum.com
JOB NO. GFO?-W74
COLUMN /POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
3.00"SQ. I I I 3.00" SQ. 3.00" SQ.
.032" 2 @24"O. S �I1.Ogf I� I~ PG =3' SQ.xt=.188'I
— 024" O H =3"SQ.xt=.250"
EA. SIDE
v NK
=4"SQ.xt=.188'
6.5" 3„
75
3-U�r I 14"R =5"S0.xt=.188"
TYP. .040" ALUM.
.032" .048"STEEL
.024" _ O 3.0".4.0" OR 5.0" 5/8" PLASTIC PLUG 28 O O
3" SQ. ALUM. POST 3" SQ. ALUM.. POST 3 AEM.. POST MAG POST SQUARE
ALUM. ALLOY 3004-H36 WITH SIDE PLATESO LU : ALLOY -3004•H36 3" SQ. ALUM. POST STEEL POST
ALUM. ALLOY 3004-H36 ti T" SQ:- STEEL POST ASTM A653 SS GRADE 40
:A 65 4 ALUM. ALLOY 6063-T6
,��++��� ALUM. ALLOY 3.00" OR
9, qfE 6063-T5 - ? 40 2.0" T
~ �� j
W F— NO. 9� r �i`G
Exp. ��91 0� ,�
$[ '
S1 CIO -yyti�
�,9 �� r
%,7r .,<•, �rfi� ',
('•^ `.
2 b�
1.375"
0 .75"2
0ASTM
1.60"
1.5
1.5
INSTALL WASH. PLATE
090" TYP.
1%8' x 5/16'x 5" WHEN USING
IN 110 MPH WIND AREA&
.070" BRACKET FOR 3" POSTS
rk 7/16"IDHOLE 56" 2 FLANGES
1/8" APART
A653 SS GRADE 40 STEEL 1.125" 2.5
.75" 75" BASE FLARES
157" TO 3"WIDE EA.
TYP _ _ SIDE OF FLANGES
POST R 3" 175"
POST ONLY 5.50„
C 1.7/16"0 HOLE
2-3/8" HOLES
q 2- 5/16"0 HOLES TYP. EA. SIDE
"T' BRACKET
ALUM "T" BRACKET
STEEL "T" BRACKET 5
ALUM.ALLOY
6063-T5
"H" BRACKET
(3)-3/8" LAG SCREWS OR
jj(4)-1/4'' LAG. SCREWS
J(2.5" PENS. INTO WALL)
) -�
3" x 8" ALUM. RAFT. BRACKET --I
3" x 8" ALUM. HEADER
RAFTER BRACKET
6"
DRAWN BY: K.K.
2 1/8" 2 1/8"
"T' BRACKET
3 7/8"
@ 3"SQ. POST W/
REPORT NUMBER
(2)-#12 SMS EA.
1,
o
21/4"
SIDE OF POST OR
M.B. THROUGH
�GAPL
POST
L7 . (.18!")
:T
SCALE: NONE
11/16"0 ROD 3/16"
POST TYPES HORIZ. NAND =
1040 STL.
8 OF 29
AUGER PARTS PAINTED 20"
REVISED BY: K.K. & D.P.
"RUST-O-LEUM" OR EQUAL
3"SQ.POST BRACKE
OR HOT DIPPED GALVANIZED
(1)-1/4" 0 M.B.
OR ELECTROPLATED
PER SIDE (2 -TOT.)
4" DIA. 9 GA.
ASTM A-36 HELIX
3/16"
SINGLE PASS WELDED
NOTE:
AUGER ANCHOR
MAY BE USED WITH
3"SQ. ALUM. POST
ONLY.
NOTE:
STEEL FOOTINGS AND AUGER ANCHOR TO BE
USED FOR 10 L.L. ATTACHED STRUCTURE ONLY.
ALUM POST
1n•x 2 1/2"
7 GA. STL.
)LT ASTM A36
6"x7 GA.
EL PLATE
1., fM A36
AUGER PARTS PAINTED
"RUST-O-LEUM" OR EQUAL
OR HOT DIPPED GALVANIZED
OR ELECTROPLATED
SINGLE PASS WELDED
STFFI FCX)TINC,
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL & ASSOCIATES INC. _
v LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN 10, 20 8 30 psi
DURALUM PRODUCTS, INC.
-
ER-
SCALE: NONE
ALTA LOMA. CA (951) 741-2107JOB
POST TYPES HORIZ. NAND =
8269 ALPINE AVE., SACRAMENTO, CA 9582r,
8 OF 29
REVISED BY: K.K. & D.P.
90, 100& 110 MPH
(916) 452-7021 FAX 403-1519 sales@duralum.com
ao GFar.0614
COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
ALUM: T"BRACKET USE WITH
POST TYPE B.C.D. OR E. STEEL POST ONLY:
STEEL.-T"BRACKET USE WITH i I USE POST TYPE (3)-518"OBOLTS
"T" BRACKET F. G, H. J OR K FOR POST TYPE J
POST TYPE B,C.D.E,f,G, H,J OR K. I �
@ 3"SQ. POST W/ I
3"SQ. POST(2)-#12 SMS EA. 3'SO. POST ALUM.'T"BRACKET: I i 415•
SIDE OF POST OR USE (2)-114.0 x 3 314" HILTI I I (2)-1/2"OBOLTS
1/4" M.B. THROUGH KWIK BOLTS OR EQUAL 1/2 DEPTH OF FOOR ALL OTHER 16"INSERT
POST SEE NOTES BELOW STEEL:T'BRACKET FOOTING OR I I CONDITIONS 4 •• x .188"
USE (20/8"0 HILTI KWIK 12" MIN. EMBD. I I I I ASTM A36
BOLTS OR EQUAL 1 STEEL
(2)-1/4"0 HILTI "KWIK"' •... i I •� •
BOLTS. OR EQUAL, EACH T_0 C.
BRACKET TO SLAB. (-PER I . I I
ICC E.R.4627, EMBEDED � 7"S0 E P T.
2 1/2" MIN., & APPROVED . d LL j E PLT
FOR 325# PULL OUT) a W wE PLT
DE TH n = 3It6" ATM A36 STE
SLAB SHALL BE IN a POURED CONCRETE H U)
FOOTING SEE NOTE
GOOD CONDITION A..*`'� �:;•';• w 3" SD. POST (STL.) -- - -
0 OR FLUTED
FOR SIZE (1)-1/2 0M.8. OR 4" SQ. POST (ST
x9" LONG, V
3 1!2" MIN. SEE FOOTING SSQUARE
EE FTGS.
SCHEDULE QUAR FROM END INSERT
OF POST SCHED. PL.1/27HK.
EXISTING SLAB O7 3" SQ. POSTS TO CONC. FOOTING O SQUARE POST EMBED. O
INTO FOOTING 1 11/2" 1 7•• t 12"
O 1 12" 9" 1111/2"
0 2' 14" 2"
WELDED STEEL BASE PLATE
ATTACHED ATTACHED ONLY NOTES: 7 BASE PLATE SCHEDULE
ALTERNATE FTG. FOOTING & ANCHOR BOLTSEc
� PLT. SIZE 'MAYBE USED WITH POST TYPE, SEE SHT.
1. DO NOT USE ALUM. 'T'
BRACKET WITH 3X8 BM. p 10"SQ.xl/2" B, C, F. G
CUBE SIZE SO. 18" DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. W/INSERT, MAG. BEAM, 4" OR O (• >t �. 12"SQ.x1/2" B, C. D, F, G, & H
18" 18" SQ. 12" BOLTS 7" I-BEAMS. V- /06 18"SQA12" B. C. D, F, G, 8 H
20" 21" SQ. 12" 23" 8 24" CUBE (2)-1/2"0 PULL-OUT= 3 1/2" 2. POST TYPE E ` fir
625# MAX. EACH INSTALL WASHER PLATE, 2" X
22" 25" SQ. 16 25" - 30" CUBE (4)•1/2"0 PULL-0UT=1
625# MAX. EACH 3 t2" �{," X 0'JS'� AT STEEL 'T'
24" 28" SQ. 20" JACKET.
26"31"-34"CUBE (4)-5/8.0 PULL-OUT= FREESTANDING
32" SQ. 23'
865# MAX. EACH 4 3. POST TYPE F m BASE PLATE ANCHOR
28" 35" SQ. 25"(4)-3/4"0 PULL-OUT=DO NOT USE STEEL 'T'
30" 39" SQ. 28" UT= 8" BRACKET W/ 7" I-BEAM.
35" - 39" CUBE 1375# MAX. EACH BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE
32" 43" SQ. 30" 40" - 42" CUBE (4)-1"0 PULL-OUT= 6" r p 10"x10"x 1/2" (4)- 3/4"0 x 8" EMBEDMENT
1835# MAX. EACH FES-q HILTI SS KWIK BOLT-II
34" 47" SQ. 32" !OQ �+ PER I.C.C. E.S. #4627,
NOTES: BOLTS SHALL BE HILTI SS KWIK BOLT-II v 5 Cq
36" 51" SQ. 34„ OR EQUAL. NO SPECIAL INSPECTION REQUIRED PER (vQ` _AP �A �j� PULL-OUT VALUE= 1875# EA.
I.C.C.EVALUATION SERVICE INCER #4627
38" 55" SQ. 37„ ., 12"x12"x 1/2" (4)- 1"0 x 9" EMBEDMENT
40"60" SQ. 39' C7 r $ HILTI SS KWIK BOLT-II
LLI42" 64" SQ. 41' NO.3/ X43 r m PER I.C.C. E.S. #4627,
jEx�PULL-OUT VALUE= 1995# EA.
* 31�1
44" 69" 43" SQ. I
'CUBE FOOTING W/ 3 1/2" SLAB .�� civil 18"x18"x 1/2" (4)- 1"0 x 6" EMBEDMENT
HILTI SS KWIK BOLT-II
9�OF AL\F PER I.C.C. E.S. #4627,
PULL-OUT VALUE= 3740# EA.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, INC. COLUMN LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: SHEET
DATE: 10/232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 8 30 pst DURALUM PRODUCTS, INC.
REPORT NUMBER SCALE: NONEHORIZ. WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 9 OF 29
ER- REVISED BY: K.K. 8 D.P. ALTA LOMA, CA (951) 741-2t07 AND EMBEDMENT 90, 100.8 110 MPH(916) 452-7021 FAX 403-1519 sales@tluralum.tOm
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
1 2.00" SPLICE WHERE � I~
1,79" OCCURS SPLICE WHERE SPLICE WHERE
OCCURS OCCURS
(6 4.6' 075"
3„ 2.57" 4.s' I TYP
14"R
2.19" 2.04" TYP. 048"
065"
2.08" 2'04" TYP
065" J—
TYP. I
28"
2.93" 4.0000" 3.0
?•7" ASTM A653 SS GRADE 40
.038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6
ALLOY 3004-H36 O 6063-T6 O O O O
6.5" ROLLFORMED 4.5" GUTTER MAG. GUTT-Fs;R _ MAG BEAM 3" SQ. STEEL BEAM
3„ I
SPLICE
OCCURS 070" 4„
TYP"
ALUM. ALLOY
6083-T6 O
F
4" I -BEAM
ALUM. ALLOY",
6063-T6
7" I -BEAM
O
1 I 3.0" I�—
r' � I� MAX. � 3"
I
.042"
I g" .042"
I I
I
ARM. ALLOY 3004-H36 O ALUM. ALLOY 3004H36
OOR EQUAL OR EQUAL
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM
No. '17098
`
ExP.3
L'lw-
-, m
T=14 GA.
7.875' ASTM A653 GRADE 50
625"
--i 2.875" I O
3 x.8 BEAM
STEELINSERT
3.0" I--
3" 6.5'
I� MAX. 2„ I� s
—� .042"
.032" 1
1
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR EQUAL J OR EQUAL
DBL. 2 x 6.5 BEAMO
3 x 8 BEAM
ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM
I.C.C. E.S. EVALUATION
DRAWN BY: KK
TOM CAMBELL 8 ASSOCIATES. INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE: 10232007
COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGINEERING,
10.20 8
DURAL PRODUCTS, INC.
ER-
SCALE: NONE
ALTA LOMACA 951
( ) 741-2107
BEAM TYPES
HWINDD =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
1(916)
10 OF 29
REVISED BY: K.K. B D.P.
90,, 100 100 8 110 MPH
452-7021 FAX 403.1519 sales@duralum.com
Boa No. cr07-0e74•
SPLICE DETAILS (11
BEAM TO POST DETAILS Q
SIMPLE SPLICE FULL MOMENT
9"— 24" —
5" 3" 1., 1'. 3" 5, 1„ „ „ ., „ .. 8" 1'
.�. (2VALLE M.SY(� EA.
= PP�
pto S.M.S. II #12 S.M.S.
IB TOT TYP. THICKNESS = II
.035' (24 TOT
II TYP. THICKN IESS = .035" _ __
II 6.38" II 0
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 rz
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED =) JmE--___
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR fn --- III .
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYSRid NOTCH I -BEAM FLANGE
co AS NEEDED TO CLEAR
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SQ. POST,CONNECT WEB
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY E U (6061-T6) ALTERNATE I I TO POST W/(2)-12"0
STL. C -BEAM THRU-BOLTS
3 TOTAL= (8)-1/2"0 BOLTS—_
........................................... .......... ........................................................................ SQ POST
1.00„ R SOON
o o o BEAM TO POST CONN.
co
SPLICE WHERE —_ 4"
OCCURS
--.070"
TYP.
ALUM. ALLOY
6063-T6 16" 1'.
4" I -BEAM T-0"
MOMENT C -SPLICE
N
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MA
I 4" 1
SPLICE WH
OCCU
ALUM. ALLOY
6063-T6
7" I -BEAM
I.C.C. E.S. EVALUATION
REPORT NUMBER
ER -
MOMENT C -SPLICE
DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, INC.
DATE: 101232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SCALE: NONE ALTA LOMA, CA (951) 741.2107
REVISED BY: K.K. & D.P.
D. 'x7948
3I I
IE USED.
#12 METAL BACKED,
A NEOPRENE WASHERED
7 TEK SCREWS @ B"O.C.
AX. STAGGER IN BEAM
FLANGE
ROOF PANEL
4"x3" ALUM. "I" BM. OR (4)-1/4"0 M.B. BEAM
7"x4" ALUM. "I" BM. TO BRACKET
11'. I I 2- 3/8"O M.B. THRU STL.'T'
it — I BRACKET TO POST.
II 1
POST, SEE SCHEDULE --- (_—
ALTERNATE BEAM TO POST CONN.
LIVE LOAD= r-111w1CRiITOICIV1Az)wirlA.oy: SHEET
BEAM 10, 20 & 30 Psl DURALUM PRODUCTS, INC.
SPLICE DETAILS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 11 OF 29
90, 100 & 110 MPH 1(916) 452-7021 FAX 403-1519 setas@duralum.com I
JOB No, c�074814
BEAM TO POST CONNECTION DETAILS
OPTIONAL DECORATIVE FASCIA
TOM CAMBELL & ASSOCIATES, INC.
LIVE LOAD =
( WOOD, ALUM. OR HARDSORD)
SHEET
3" x 8" x.042" BEAM,
T 03
DATE: 1/2/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
M
BEATO POST
3" SQ. STEEL OR
MAG BEAM.
\)-#10 S.M.S. EA. SIDE (4) -TOT.
12 OF 29
ER-
SCALE: NONE
#10 S.M.S. TOP & BOTT. (2) -TOT.
2412 x 1/2" S.M.S. EACH SIDE OF 3"
SD. POST (4 -TOTAL)
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
#10 x 1/2" S.M.S. TOP
ALTERNATE. 1/4"0 BOLT W/ WASHER
EA, SIDE OF 3" S0. POST
REVISED BY: K.K. & D.P.
& BOTT. (2) -TOT.. 1 1/4"
90, 100 & 110 MPH
(916) 452-7021 FAX 403-1519 sales@duralum.com
ROOF PANEL 4" 6 l/
+ 1.10"
ROLLFORMEDOR
.75
I'50" ,
SDS EA. SIDE
EXTRUDED GUTTER
FASCIA ALUM. BRACKET X '
(4)-#14 @
3" SO. POST
TOP & BOTT. TOT.=16
#10 S.M.S. @12"O.C.
2.35"
2" 1..
6 1/2"x2"x
.024"RAFTER
2410 x 1/2" S.M.S. EACH SIDE OF 3"
SQ. POST (4 -TOTAL)
ALTERNATE: 1/4"0 BOLT W/ WASHER
EA. SIDE OF 3' SQ. POST
3.00" 3SO. POST
OR .240"
GUTTER FASCIA
MAG,BEAM 3"SO. POST
3"SQ. STL. BEAM
X 3" ALUM. OR
TEEL POST
14
H - BRACKET TO POST
13 ALUM. ALLOY 3003-1-124 ALUM. ALLOY 3003-H24
1.50" 1.50"
28" 3F, 2FF 28" 2" j 2"
�018'
P1
2"x3" LATTICE TUBE 1 1/2" SQ. OR O
2" LATTICE TUBE 2
,#6 x 2 "SMS, 2 1/2"
(` OR 3 1/2", TYP.
1 1/2" OR 2" SQ. OR 2"x3" LATTICE
@ 3"O.C. MIN. UP TO 7"O.C. MAX.
TUBE TO RAFTER
17
No. 379 8 1 -
Exp. `? �
CIVIC a�P
OFC-- 2 U%
1 1/2"
RAFTER "TAIL" TO GUTTER
X
t = .U4U- (0) 6Uti3-16
It =.040" 3004-1-136 ALUM.
(4) - #8 x 3/4" TEK SCREWS
BRACKET TO RAFTER
1 (4) - #8 x 3/4" TEK SCREWS
BRACKET TO BEAM
"U" BRACKET - RAFTER TO BEAM 18
I.C.C. E.S. EVALUATION
DRAWN BY. K.K.
TOM CAMBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
T 03
DATE: 1/2/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
M
BEATO POST
10.20 & 30 psf
DURALUM PRODUCTS, INC.
12 OF 29
ER-
SCALE: NONE
ALTA LOMA, CA 951 741-2107
( )
ATTACHMENT
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
JOB NO GF07467A
REVISED BY: K.K. & D.P.
90, 100 & 110 MPH
(916) 452-7021 FAX 403-1519 sales@duralum.com
DOUBLE RAFTER CONNECTION DETAILS I LATTICE BEAM TO POST CONNECTION
1 1/2" OR 2"LATTICE #8 S.M.S:
ALTERNATE 1/2" DOUBLE RAFTER -
BOLT CONNECTIO PLAN 2
ALTERNATE:
4 #14 S.M.S. EACH
RAFTER TO COL.
-- CONNECT. (8-TOT.)50
,.
W
.5" O 6"
V.
3"x 3"STL.POST (24"ALTERNATE:INSERT ATTACHED(2)-2x6.5" OR
3"x 3"STL.POST CO(2)-3"x8"HEADER CDFOR FREESTANDIN(2)-t/2"BOLT
2x6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. (19)
#8 S.M.S. EACH SIDE
.—LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"W' RAFTER
• ALTERNATE: 1/2" BOLT
T__
ALTERNATE:
2)- #10 S.M.S. EACH RAFTER
TO COLUMN CONNECTION (4 -TOTAL) A2�t
ALTERNATE:
ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER
3"x3"x0.024" (1) - 1/2" BOLT OR
CONNECTOR (2)- #10 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN.20
BEAM SPLICE TO
OCCUR DIRECTLY OVER
POST. NOT PERMITTED
EWS I @ 2 -POST UNITS
FI
3.5"
3.5"
[ OR a2 I I
6414 SMS EA.
SIDE I I
#14 SMS EA. SIDE I
TOP, MID HEIGHT
AND BOTTOM.
5/8" 0 PLASTIC
PLUG WHERE
SCREW IS INSIDE
#14 SMS MA)
BE USE AS
ALTERNATE'
1/4"0 BOLTS
8" BEAM
6 1/2" SIDEPLATE EF
SIDE SEE POST SCh
L-3"SQ. POST BETWEEN SIDE PLATES
BEAM TO POST CONNECTION
POST SCHEDULE 21
F-3" SQ. x .024" + (2)-2" x 6 1/2" x .024"3" SQ. x .024" + (2)-2" x 6 1/2" x .032"
1 W/ (6)-#14 S.M.S. EACH SIDE. D2 W/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
EXIST.
SHEATHING
J
Q l
2"x6" LEDGER (EXIST.)
oQ�OFES �oN.
w 3/8" LAG SCREW
tE STUCCO OR EQUAL
5" PENE.INTO WOOD FRAMING
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
co Z
Z r m
~ No. 8 r M t
.i
C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY:
PORT NUMBER DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE t0. 20 8 30 psf DURALUM PRODUCTS, INC. SHEET
SCALE: NONE CONNECTIONS HORI2. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826•- 13 OF 29
REVISED BY: K.K. 8 D.P. 90.
UALTA LOMA, CA (951) 74t•2 t07 1(916) 452-7021 fAX 403.1519 sales@duralum.com JOa No. cvotmt.
100 8 110 MPH
L
POST F MAX HT.= 8'
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
-ACHED SOLID PATIOS
12' OR LESS EXP. B & C .
6.5" ROLLFORM
4" I—BEAM
MAG BEAM
cr
3" SQ. STEEL BEAM
MAX.POST
SPACING
FREESTAND
ATTACHED
;� FS
:3p
MAX.COL.
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
m
SPACING
ON SLAB
SPACING
SPACING
FTG.
MIN.
FTG.
MIN.
FTG.
MIN.
FTG.MIN.
28
F
22
B
(IN.)
POST
TYPE
(IN.)
POST
TYPE
B
(IN.)
POSTPOS
TYPE
(IN.)
TYPE
4'
17'-0"
14'-6"
28
F
22
B
19'-4---1'8'-10"
33
G
24
14'-1"
28
F
23
B
12'-4"
28
F',
24
B
12'-3"
28
B
5'
13'-7"
13'4"
28
F
23
B
18'=0'71„
28
G
25
B
11'-8"
26
G
25
B
12'-7"
28
G
125
B
10'-8"
26.
6'
11'-4"
11'-10"
1 26.
F
23
B
16-8"
28
G
26
B
B
10'-1"
26
G
25
B
10'-5"
16 7
G
26
B
11'-7"
7'
9'-8"
11'-0"
26
G
24
B
15'-5"
28.
G
27
B
26
B
11'-2"
26
G
27
B
9'-2"
26
G
26
B
8'
8'-6"
10'-3"
26
G
24
B
1-,-'l3'-6
28
G
27
B
9'-0"
26
G
27
„
10'-6"
26
G
28
9'
T-7"
9'-8"
26
G
25
B
13'_7"
28
G
28
B
28
H
29
B
12'-9
8'-4"
28
H
10'
6'-9"
9'-2"
26
G
25
B.
12'-1
28
G
28
B
8'-1"
28
H
28
B
9'-9"
28
12 -1
30
B
11'
6-2"
8'-9"
26G
28
26
B
12'-3"
28
G
29
B
B
T-7"
1'-6"
H
29
B
9'-4"
12'
5'-8"
31
B
11 9"
26
G
29
B
29
B
9'-2"
28
H
31
B
13'
6-2"
H
29
B
9'-0"
33
11'-3"
28
H
30
B
14'
4'-10"
7'-0"
33
H
30
10'_1
28
H
30
B
B
-'l 0'-3"
15'
4'-6"
10'-6"
28
H
30
B
16'
4'-3"
10'-2
28
H
3.1
B
17'
4'-0"
9'-10"
28
H
31
B
18'
3'-9"
9'-7"
28
H
31
B
19'
3'-7"
9-2'
33
H
31
B
8-
20'
3'-4"
9'-D"
33
H
32
B
POST F MAX HT.= 8'
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
-ACHED SOLID PATIOS
12' OR LESS EXP. B & C .
4.5" /
MAG GUTTER
MAG BEAM
~
3" SQ. STEEL BEAM
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX. POST
SPACING
FREESTAND
ATTACHED
MAX. POST
SPACING
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
15'-2"
28
F
22
B
14'-0"
28
F
22
B
15'-2"
28
F
22
B
13'-6"
28
. F .
23
B
13'-0"
28
F
23
B
14'-1"
28
F
23
B
12'-4"
28
F',
24
B
12'-3"
28
F
24
B
13'-3"
28
F
24
B
11'-5"
26.
G"
24
1.13
11'-8"
26
G
25
B
12'-7"
28
G
125
B
10'-8"
26.
'G
25
-'B
11'-1"
26
G
25
B
12'-0"
26
1 G
126
B
10'-1"
26
G
25
B
10'-5"
26
G
26
B
11'-7"
26
1 G
27
B
9'-6"
26
G
26
B
9'-10"
26
G
26
B
11'-2"
26
G
27
B
9'-2"
26
G
26
B
9'-5"
26
G
27
B
10'-10"
26
G
28
B
9'-0"
26
G
27
B
10'-6"
26
G
28
B
8'-8"
28
H
28
B
10'-3"
28
H
29
B
8'-4"
28
H
28
B
10'-0"
28
H
29
B
8'-1"
28
H
28
B
9'-9"
28
H
30
B
T-10"
28
H
29
B
9'-6"
28
H
30
B
T-7"
28
H
29
B
9'-4"
28
H
31
B
T-4"
28
H
29
B
9'-2"
28
H
31
B
7'-2"
33
H
29
B
9'-0"
33
H
32
B
7'-0"
33
H
30
B .
8'-10"
33
H
32
B
FOOTNOTE: "SAMPLE"
DRAWN BY: K.K.
FIGURE INDICATES EXPOSURE B
SOUR
FIGURE INDICATES EXPOSURE C ( Lu
~
; . I'—
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. BAC.
3I3/ 9�
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ST SPACING TABLE-
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CANIBELL &ASSOCIATES, INC.
SOUR
LIVE LOA
PATIO Y:
REPORT NUMBER
DATE: 10123/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ST SPACING TABLE-
10.20 9 30 psl
-r'
DURALUM PN2 c t C
SHEET
ER.
NONE
REVISED
REVISED BY: KK 8 D.P.
ALTA IOMA, CA (951) 741-2107
FREESTANDING
f`110#L.L
AND ATTACHED
HORIZ. VNND o
6269 ALPINE AVE., SACRAMENTO, CA 95826
14 OF 29
90 MPH
90.100 & 110 MPH -1(916)452-7021
FAX 403-1519 sales@tluralum.com
A0a NO. GF07� 7.
10#
L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
TOM CAMBELL & ASSOCIATES, INC.
SOLID.
7" I -BEAM
DBL. TWN.042"BEAM
DBL.2"x6.5"x.032"
BEAM
3"x8" BEAMw/INSERT
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SHEET
ER-
OR
3"x8"BEAM
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
<p p
U - 3
< 3:X
>
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND ATTACHED
.
MAX.POST
FREESTAND
ATTACHED
m
c
X ¢ 0
¢ d z
SPACING
SPACING
SPACING
FOR DBL.
SPACING
FOR 3" x 8"
SPACING
_p
FTG.
MIN.
FTG
MIN•
FTG. MIN. FTG
MIN.
FTG.
MIN.
FTG
MIN.
FTG
MIN.
FTG
MIN.
r
N p
(IN.)
POST
TYPE
(IN.)
POST
TYPE
POST
(IN.) TY (IN.)
POST
TYPE
2" x 6.5x.032"
BEAM
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN•)
POST
TYPE
(IN.)
POST
TYPE
H
4'
17'-0"
35 5"
33
G
28
B
20'-1"
33 Q 24
B
13'-7"
14'-2"
28
F
22
B
26'-1 "
33
G
27
B
4'
9'-2"
13'-0"
13'-6"
5'-10"
5'
13'-7"
29 28,
33
G
30
B/
17-117,
2 '
B
12' 1"
12'-1
28
F
22
B
2a'-1"
33
G
28
B
4.
E
2..
11'-8"
12'-2"
3'-0"
5'
6'
11'-4"
27, 1„
33
G
31
B/
16'-4"
28`
B
11' 1"
11'-6"
26
F
23
B
21'-1
33
G
29
B/
6'
1
E
10'-7"
11'-1"
1'-0"
C
7'
9'-8"
25' 1"
33
G
31
B/
15' 2"
28
B
10'-3"
10'-9"
26
G
24
B
2o' -a"
33
G
29
B
/C
T
3' 11"
E
14'-6"
9'-10"
10'-3"
19'-5"
8'
8'-6„
23' 5"
33
G
32
B/
14'-2"
28
B
9'-8"
10'-0"
26
G
24
B
19'-0"
33
G
30
B
/E
8,
22'-4"
E
13'-6"
9'-2"
-7"
18'- '
9'
7'-7"
22' 1"
33
G
33
E
13'-4"
28
B
9'-1"
9'-5"
26
G
25
B
17'-1
28
G
31
B
/E
9'
1'-2"
2'
17'-2"
10'
6'-9'.
21._01.
33
G
33
E�
12'-82
28 8
B
8'-7"
9 -0
26
G
25
B
17'-0"
28
G
31
B/
10'
1
,
E
11'
6'-2..
20'-0"
33
G
34
E/
12'-1"
28 G 29
B
8' 2"
8'-7"
26
G
26
B
1s'-3"
28
G
32
B
/E
11'
19.1„
F
11'-6"
7'-10"
8'-2"
15'-6"
12'
5-8"
19'-2
33
G
34
E/
11'- ;
26 G 29
B
7'-10"
8'-2"
26
G
26
B
15'-6"
28
G
32
B
/E
12'
3
-1„
7'-10"
14'-1
13'
5'-2"
18 7
33
H
35
E�
28 H 29
B
7'-6"7
7'-107
28
H
26
B
14'-14,
28
H
33
B/E
13'
7„
10'-8„
2
6
3„
14'
4'-10"
17' 9"
28
H
35
E�
10
28 H 30
B
7' 3i16'
7 7
28
H
27
B
14'- 3;
28
H
33
B/E
14'
6'-110.3
11"
7.3
9
15'
4'-6"
17 2"
28
H
36
E
10'-4'
,10"
28 H 30
B
7'-O"
7'-4"
28
H
27
B
13'-1
28
H
33
B
/E
15'
16' 4"
6'-8"
7'-0"
13'-3"
16'
4'-3 ,
16' 7"
28
H
36
F
10'-0"
9'-7"
28 H 31
B
s'-10"
6'-6" .
7'-1"
6' 9"
28
H
27
B
13'-5"
2'-10'
28
H
34
B
/E
16'
17'
4'-0"
16'-1"
28
H
36
F
9.9 ,
28 H 31
B
6'-7"
6'-10"
28
H
27
B
13'-0"
28
34
B
/E
17'
15,_4„
_3
6-4"
g'-7"
12'-5"
H
18'
3'-9"
15' 8'5,-0„
28
H
37
F
9'-5"
28 H 31
B
s'-5"6
6'-8"6
28
H
28
B
12'-8'2-2"
28
H
34
B/E
18'
9._0„
2
4
19
3'-7"
15' 2"
33
H
37
F
9' o"
8,_9„
33 H 31
B
6'-3"
5'-11"
6'-6"
6'-2"
33
H
28
B
12'-a"
11'-9"
33
H
35
B
/E
19'
20'
3'�"
14 ia'-2"
33
H
37
F
9'-0"8
33 H 32
B
6'-1i15'-10"
6-77777
H
28
„
33
H
35
1
20'
7
6 133
oRd
POST F MAX HT.= 8'
NOTE: FOOTNOTE: "SAMPLE"
FOOTING SHOWN IN CUBIC INCHES~ I t r `+
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C I pwG No. -3 - 4a
WITHOUT SLAB. Exp. 31
SEE ALTERNATE FOOTING TABLES l
SHT. 9 FOR ATTACHED & ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. s% C1V11' �P
SHT. 23 FOR FREESTANDING'9 /fin.. _ _ 1GQ� 'Z 28107
I.C.C. E.S. EVALUATION
bRAwN BY: K.K.
TOM CAMBELL & ASSOCIATES, INC.
SOLID.
LIVE LOAD=
LAI "I
R SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 10123/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SHEET
ER-
SCALE: NONE
REVISED BY: K.K. 8 D.P
ALTA LOMA. CA (951) 741.2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
15 OF 29
10 # L.L. 90 MPH
90, 100 &110 MPH
(916) 452-7021 FAX 403.1519 sales@duralum.com
JOB NO. GF07-M.
10# L.L. 100 MPH TREESTANDINGA
ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
TOM CAMBELL & ASSOCIATES. INC.
tY
OW
LIVE LOAD = PATIO COVE _. T BY:
6.5" ROLLFORM
4" I -BEAM
GATE: 10/23/2007
4.5" /
MAG GUTTER
MAG BEAM
SHEET
3" SQ. STEEL BEAM
SCALE NONE
H H
Do'
MAX.COL.
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
FREESTAND
ATTACHED
m3
SPACING
ON SLAB
SPACING
SPACING
SPACING
SPACING
MAX.POST
SPACING
FTG.
MIN.
FTG
MIN..
FTGST
MIN.
FTG
MIN.
FTG,
MIN.
FTG
MIN.
MIN.
MIN.
MIN.
MIN.
(IN.)
TYOPE
(IN.)
POST
TYPE
.
(IN.)
POST
TYPE
( IN.)
POST
TYPE
( IN.)
POST
(IN.)
FTGPOST.
(IN.)
FTG
IN.)
OPE
FTG.
FTG
POST
TYPE
TYPE
TYPE
(
TYPOST
(IN.)
TYOPE
(IN. )
TYPE
4'
17'-0"
13'-11"
30
G
22
B
18'-1
35
G
24
15'-2"
28
G
22
14'-0"
30
G
22
15'-2"
22
B
B
B
.
B
30
G
5'
13'-7"
12'-5"
30
G
23
B
5
30
G
25
g
13'-6"
28 `
G
23
B
13'-0'2
30
G
23
B
1a'-1;'1
30
G
23
B
1„
6'
11'-4"
11'-4"
27
G
23
B
15'-7"
30
G
26
g
12'-4"
28 ,
G
24
B
12'-3"
30
G
24
B
13' 3"
30
G
24
g
14'.0
1' 4"
2' 4"
7'
9'-8"
10'x"
27
G
24
g
14'-5"
30
G
27
B
11'-5"
26
G
24
g
11'-8"
27
G
25
B
12'-7"
30
G
25
B
10'-T'
11 9,
8'
8'-6"
9'-10"
27
G
24
B
'1
30
G
27
g
10'-8"
26
' G
25
B
27
G
25
B
12'-0"
G
26
B
1 2 ,-2 „
9'-11"
11'-2'
27
9'
7'-7"
9'-3"
27
G
25
B
12'-9"
30
G
28
g
10'-1"
26
` G
25
B
27
G
26
B
27
B
10'-9"
27
G
10'
6'-9"
8'-10"
27
G
25
B
12'-1"
10'-10'
30
G
28
B
'- "
9 6
26
-
26
g
9'-10"
27
G
26
g
11'-2"
27
G
27
g
11'
6-2"
8,-4,-
27
H
26
B
0
27
H
29
B
9'-2"
26
H
26
B
9'-58-5
27
H
27
B
10'-1 "
H
28
B
1,
27
12'
5'-8"
11-01,
27
H
29
g
s' -o"
27
H
27
B
10'-6"
27
H
28
91-91,
13'
6-2"
10'-T'8'-8"
30
H
30
g
30
H
28
B
..
10'-39'-s„
30
H
29
B
9. 6..
�'-s"
14'
4'-10"
10'-3"
30
H
30
B
8'-4"
30
H
28
g
10' 0;'
30
H
29
B
s'-2'
_
15'
4'-6"
9'-10"
30
H
30
g
8'-1"
30
H
28
B
30
H
30
B
-
-3"
9' 1"
16'
4'-3"
9'-6"
30
H
31
g
T-19"
30
H
29
B
30
H
30
B
8'-T'
17'
4'-0"
9'-3"
30
H
31
B
�, �„
30
H
29g
9'-4"
30
31
B
8 4
H
18'
3'-9..
9'-0"
30
H
31
g
7.4„
30
H
29
B
9'-2"
30
H
31
B
8'-10"
35
H
31
B
T-2"
35
H
29
g
9'-0"
35
H
32
g
T-10"
6'-5"
8'-4"
8'_7"
/
35
H
32
B
7' 0"
33
H
30
35
H
32
B
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
FOOTNOTE: "SAMPLE" v
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B &
94? 001
Lu
7k EXI1
CIVIL aC�
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL & ASSOCIATES. INC.
SOLID
OW
LIVE LOAD = PATIO COVE _. T BY:
REPORT NUMBER
GATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
__
70, 20 8 10 psf DURALUM PRODUCTS, INC.
SHEET
ER-
SCALE NONE
ALTA LOMA, CA (951) 741.2107
FREESTANDING
AND ATTACHED
HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO. CA 95026
16 OF 29
REVISED BY: K.K d D.P.
10*L.L. 100MPH
90,1008170 MPH (916)452.7027 FAX 403-1519 sales(�duralum.com
oe o cco wi.
NOTE: FOOTNOTE: "SAMPLE"
FOOTING SHOWN IN CUBIC INCHES No. 7948 i V
WITHOUT SLAB. FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C * Exp.
SEE ALTERNATE FOOTING TABLES CIVILSHT. 9 FOR ATTACHED & �.9� CAL`EO��\P �'
SHT. 23 FOR FREESTANDING ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. CF I0-7
I.C.C. E.S. EVALUATION
10#
L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B
&
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
7" I -BEAM
DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.,032" BEAM
3"x8" BEAMw/INSERT
POST SPACING TABLE
FREESTANDING
10, 20 & 30 psf
JED RALUM PRODUCTS, INC.
SHEET
OF29
ER-
OR 3'x8 BEAM
>_
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
100MPH
0 Z00
5
FREESTAND ATTACHED MAX.POST MAX.POST FREESTAND ATTACHED
MAX.POST
F
p
p
3
L) -
a a z
SPACING
SPACING SPACING
SPACING FTG. MIN' FTG MIN. FOR DBL. FOR 3" x 8" FTG. MIN. FTG MIN.
SPACING
FTG.
MIN.
FTG
MIN.
�G
MIN.
FTG
MIN.
r
g rn O
(IN.)
POST
TYPE
IN.
( )
POST
TYPE
IN POST I POST 2" x 6.5x.032" BEAM IN. POST IN. POST
( ) TYPE (N) TYPE ( ) TYPE ( ) TYPE
IN.
( )
POST
TYPE
IN
( )
POST
TYPE
r
4'
17'-0"
31'6
35
G
28
B
19'-2'�
35
G
24 B 13'-0';,-8"
13'-6'2.
30
G
22
B
2523,1„
35
G
27
B
4'
2
2
z"
28'4"
35
G
30
B/
17'-2"
30
G
2 11'-8"
12'-2"
30
G
22
B
23'-0"
35
G
28
B
5'
5'
13'-7"
25, 4„
E
15'-4"
10'-5"
10' 10"
0, 8„
6'
11,x,.
25'-19>-'35
G
31
B/
15'-8"
30
G
2 �7"
11 1"
27
G
23
B
21'-O"
35
G
29
B/
6.
3-2"
E
4'-0"
6"
9'-11"
18'-10'
C
7'
9'-8"
23'-1
35
G
31
B
/E
14'-6"
30
G
2
10'-3"
27
G
24
B
19'-5"
35
G
29
B
/C
7
21'-6"
13'-0"
-9"
9,_2„
17'-5"
8'
8'-6"
22' a"
35
G
32
B
/E
13'-s"
30
G
2
9'-7"
27
G
24
B
18'-2"
35
G
30
B
/E
8
20 1"
12'-2"
8'-3"
-7"
16'-3'
9'
7'-7"
21
35
G
33
E�/F
12'-9"
30
G
2;UA
9 1
27
G
25
B
17'-1'5
30
G
31
B/E
9.
5
7 9"
g'_1"
4
10'
6'-9„
20'-0"
35
G
33
E�
. 12'-i o.-1
. 30
G
„
28qB
8'-7>-'
27
G
25
B
1 s' -s”
30
G
31
B/E
10'
, „
,
, „
11'
6'-2..
19' 117,
35
H
34
E/
11' 610
27
H
27' 107
8' 2,. '
27
H
26
B
15' 6'
30
H
32
B/E
11'
2"
-4
-0
4"
3,-1
12'
S'-8..
18' 3"
35
H
34
E/
11'-1"11
27
H
297'-6"
7'-10"
27
H
26
B
14'_19;1_1
30
H
32
B/E
12'
16'-4"
6 8„
7'
13 4„
13'
5'-2"
17' 5
30
H
35
E�R-7
81
30
H
7. 2..
29 B
7.6,.
30
H
26
B
14'-3"
30
H
33
B/E
13'
9
s 5
s 9
.-9"
14'
4'-10"
16-1
30
H
35
E�30
H
30 B 6'-115
7'-3"
30
H
27
B
13'-9"
30
H
33
B
14
3
6'-6"
2'-4"
E
15'
4'-6"
16, 4„
30
`--I
36
E
30
H
30 B 6' 8"
7' o"
30
H
27
B
13'-3
30
H
33
B/
15'
14' 8"
6'0"
6' 3"1'1
,.
E16'
4'-3"
30
36
F
30
31 B 6'-6"
6' 9"
30
27
B12'
1
3034
B14'_2„
/E17'
16'
5'-10"
6'-1"
1'-6"
4'-0"
15'-a"
30
�
36
F
30
J
31 6'-a"
B
6' 7"
30
J
27
B
12' S"
30
34
B
/E
17'
13'-9"
5'-8"
5'-10"
11'-2"
18'
3'-9"
15'-0"3,
30
J
37
F
9'-0"
30
j
31 B 6'-2"
s'-4"5
30
28
B
12'-1'0,
„ 30
34
B/
18'
4„
1„
6
9
1'
E
19'
14'-6"
35
37
F
8 9
35
j
31 B 5'-11"
6'-2"
35
j
28
B
11'-9"
35
j
35
B/E
19'
3'-7"
13' 0"
7'-10'
5'-4"
5'-7"
-
20'
3'-4"
14'-1'2 9
35
j
37
F
8
35
j
32 B 5'-1 5; 3
6'-1"5 5
35
28
/
35
B�
20'
NOTE: FOOTNOTE: "SAMPLE"
FOOTING SHOWN IN CUBIC INCHES No. 7948 i V
WITHOUT SLAB. FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C * Exp.
SEE ALTERNATE FOOTING TABLES CIVILSHT. 9 FOR ATTACHED & �.9� CAL`EO��\P �'
SHT. 23 FOR FREESTANDING ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. CF I0-7
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 & 30 psf
JED RALUM PRODUCTS, INC.
SHEET
OF29
ER-
SCALE: NONE
ALTA IOMA, CA (951) 741.2107
AND.ATTACHED
HORI2. WIND =
269 ALPINE AVE., SACRAMENTO. CA 9582617
REVISED BY K.K. 8 D.P.
100MPH
80,100 8 110 MPH
916) 452-7021 FAX 403.1519 sales®duralum.00m
JOB NO. GF07LB7416#L.L.
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED 8
SHT. 23 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C
No. QJ -7048
EXp3
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
6.5" ROLLFORM
4" 1 -BEAM
4.5 /
MAG -GUTTER
MAG BEAM
3" SQ. STEEL BEAM
DATE: 10/232007
0 m
POST SP ACING TAB LE
FREESTANDING
110 MPH
DP
DURAL UM' FF2bDUCTS, INC.
110 MPH
ER-
110 MPH
ALTA LOMA. CA (951) 741-2107
110 MPH
HORIZ. WIND =
110 MPH
FREESTAND
1ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
O
U g
MAX.POST
MAX.POST
MAX.POST
MAX.POST
MAX.POST
F-
<aZ
SPACING
SPACING
SPACING
SPACING
SPACING
FTG.
MIN.
MIN.
FTG.
MIN'
FTG
MIN.
FTG
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN•
FTG.
MIN.
FTG.MIN.
2v)0
(IN.)
POST
TYPE
JFTG
CIN.)
POST
TYPE
CIN.)
TYPE POST
CIN.)
TYPE
(IN.)
POST
TYPE
(IN.)
TPOST
OYPE
(IN.)
POPE
CIN.)
TYST OPE
(IN.)
POPE
(IN.)
ST
TYST PE
4'
17'-0"
13'-5"
32
H
22
B
18'-� s
37
H
24
B
-15'-2"
32
G
22
B
13'-7"
32
H
22
B
14'-9"
32
H
22
B
-6„
12'-9"
5'
13'-7"
12'-0"
28
H
23
B
16
32
H
25
B
13'-6"
''32
; G
23
B
12'-711'-10"
32
H
23
B
13'-8"
32
H
23
B
14' 10'
9„
6'
11'-4"
10'-11"
28
H
23
B
1," 0"
32
H
26
B
12'�'i
32
'.' G
24
B
11' �
28
H
24
B
12' �
32
H
24
B
lmmmw�M
13'-6"
Immmm
a_r
.
•
1' o.,
2' o„
7'
9'-8"
10'-2"
28
H
24
B
m"'l-Ma•a
32
H
27
B
1 11 5s
; 28
G
24
B
11'-W
28
H
25
B
12 11,
32
H
25
B
3„
5„
8'
8'-6"
9'-6"
28
H
24
B
13' o„
32
H
27
B
10'=8
28
G
25
B
10'-7Ny,
28
H
25
B
11
28
H
26
B
6"
0' 11„
9'
T-7"
8'-11"
28
H
25
B
12'-2"
32
H
28
B
1.0 1`r
28;
` G
25
B
28
H
26
B
11'-3'
28
H
27
B
4
9. o,.
10'-6"
10'
6'-9"
8'-6"
28 .
H
25
'B-
11'-7"-28
H
28
B
9-.g"
28'..
G
26
B
9 -5
28
H
26
B
1.
10'-i
28
H
27
B
8. s.,
o -2„
28
W
29
1 p
28
26
g. -O.,
28
27
10'-6"
28
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED 8
SHT. 23 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C
No. QJ -7048
EXp3
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL 8 ASSOCIATES, INC.
SOLID
' L1vE LOAD =
ERS"/ TEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SP ACING TAB LE
FREESTANDING
10, 20 8 30 ps1
DP
DURAL UM' FF2bDUCTS, INC.
18 OF 29
ER-
SCALE: NONE
ALTA LOMA. CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
REVISED BY: K.K.BD.P.
10 # L.L. t 10 MPH
90,1008110 MPH
(916) 452-7021 FAX 4031519 sales@duralum.com
IOaNOGFOi.087a
lmmmw�M
Immmm
•
���0■fes■A■o.■��
m"'l-Ma•a
�mm
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED 8
SHT. 23 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C
No. QJ -7048
EXp3
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL 8 ASSOCIATES, INC.
SOLID
' L1vE LOAD =
ERS"/ TEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SP ACING TAB LE
FREESTANDING
10, 20 8 30 ps1
DP
DURAL UM' FF2bDUCTS, INC.
18 OF 29
ER-
SCALE: NONE
ALTA LOMA. CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
REVISED BY: K.K.BD.P.
10 # L.L. t 10 MPH
90,1008110 MPH
(916) 452-7021 FAX 4031519 sales@duralum.com
IOaNOGFOi.087a
10#
L.L. 110 MPH FREESTANDING & ATTA
}
SOLID
7" I -BEAM
DBL. 3"x8"x.042"BEAM
<o
MAX.POST
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
ax
r r
J(9m
O Z
ALTA LOMA, CA (951) 741-2107
FREESTAND
ATTACHED
NE AVE., SACRAMENTO, CA 95826
FREESTAND
ATTACHED
mDo
u — g
MAX.POST
MIN.
FTG
MAX.POST
FTG
MIN.
FTG.
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN.
POST
TYPE
Q a Z
SPACING
SPACING
r
2 co p
32
(IN.)
POST
TYPE
(IN.)
POST
TYPE
37
(IN.) ITYPE
POST
(IN.)
POST
TAPE
4'
17'-0"
32'-5"
37
H
28
B
18'-4"
37
H
24
��
31'-6"
H
22
B
21'-1
37
H
28
B
5'
5'
13'-7"
29' 8'8,-a"
37
H
30
B/E
1s'-4,-10"
32
H
25
1 '
10'-7"
28
H
23
B
20'-0"
37
H
29
e/
6,
6'
11 4"
37
H
31
B
/E
14'-1
32
H
26
B
5'-10'
H
24
B
18'-6"
3' 6"
H
29
e
/C
7,
7
9'-8' ,
25'-1"
37
H
31
B
/E
13'-1 "
32
H
27
B
�9 ,
2„
23'-11'
H
24
B
17,_4"5
12'-6"
H
30
B/E
81
8'
8'-6„
23'-5'',-2.
37
H
32
B/E
12'- 11
32
H
27
B
8'-8"
4„
H
25
g
16'"
-414'-9"
8"
' .�
31
B/
9'
9'
7'-7"
22'-1"
37
H
33
E/
12'- ;
32
H
28
B
1' 2"
H
25
B
15'-s"
-o"
H
31
B�
101
10'
6-9"
21'-0"
37
H
33
E�/F
11 T0'-6"
28
H
28
B
7,_6„
7'-9"
28
H
26
B
14'-9"
32
H
32
B
�E
11' .
11'
6_2„
20'-0"
37
H
34
E11'-0"
�/F
28
H
29
B
7'-2"
7, 6"
28
H .
26
B
14'-2"
10-'0"
H
32
B
/E
12'
12'
S'-8"
19'-2"
37
H
34
E
10'-7"
28
H
29
B
6-10"
7'-2"
18'-3"
26
B
13'-7"
-6"
33
B/
13'
13'
S'-2"
18'
37
j
35
E�
o - 9,
32
j
29
B
6'-8"
6'-11"
7
j27
B
13'-2"
2„
33
B
/E
14'
14'
4'-10"
17'-9"
32
�J
35
E
9'-9"
32
j
30
B
6'-5"
s'-8"
32
j
27B
12'-8"
-10"
j
33
B
/E
15'
15'
4'-6"
17 i
32
j
36
E�
9'-5"
'-s"
32
j
30
B
6'-2"
6'-s"
s' -a"
j
27
B
12'-3"
32
j
34
B/
16'
16'
4'-3"
16-7"
32
J
36
F
9'-2"
32
j
31
B
6-0"
6'-3°32
-1
27
B
11-1 "
8,-W
34
B
/E
17'
17'
4'-0"
32
1
36
F
81-10,
32
j
31
B
5'-10"
6'-1"
32
�j
28
B
11'-s"
32
j34
a
/E
18'
18'
3'-9..
15'-8"
32
37
F
8'-T
32
J
31
B
5'-8"
5'-11"
15'-0"
`j
28
B
11'-3"
37
35
B/
19'
19
3'-7"
-2
15'"
37
J
37
F
8'-4"
37
31
B
5'-6"
5'-9"J
1-1 14'-6"
28
B
11'-O"
7,_7„
J
35
e�
20'
20'
3'4"
14 14'-2" 11
37
37
F
8'
37
32
B
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
HED SOLID PATIOS 12' OR LESS EXP. B & C
DBL.2"x6.5"x.032"BEAM
3"x8" BEAMw/INSERT
SOLID
OR 3"x8"BEAM
YSTEM AS MFG. Y:DATE:
<o
MAX.POST
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
SPACING
AOR DBL.
SPACING
FOR 3" x e"
ALTA LOMA, CA (951) 741-2107
FREESTANDING
ANDATTACHED
SPACING
NE AVE., SACRAMENTO, CA 95826
19 OF 29
m
�
FTG.
MIN.
FTG
MIN.
FTG
MIN.
FTG
MIN.
" x 6.5x.032"
BEAM
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
r
'
12'-1
32
H
22
B
24'-6"
37
H
27
B
4'
2'-2"
��
28
H
22
B
21'-1
37
H
28
B
5'
10'-6"
19'-10
1 '
10'-7"
28
H
23
B
20'-0"
37
H
29
e/
6,
.-�
C
28
H
24
B
18'-6"
37
H
29
e
/C
7,
.8-'6'
8'-10"
16'-9"
�9 ,
2„
28
H
24
B
17,_4"5
32
H
30
B/E
81
11
'-3"
8'-8"
28
H
25
g
16'"
-414'-9"
32
' .�
31
B/
9'
7, 9„
28
H
25
B
15'-s"
32
H
31
B�
101
7,_6„
7'-9"
28
H
26
B
14'-9"
32
H
32
B
�E
11' .
6'-9"
7'-1"
13'-4"
7'-2"
7, 6"
28
H .
26
B
14'-2"
32
H
32
B
/E
12'
6„
6, 9„
2, 0,
6-10"
7'-2"
32
26
B
13'-7"
32
33
B/
13'
s'-3"
6'-6"
12'-4"
E
6'-8"
6'-11"
32
j27
B
13'-2"
32
33
B
/E
14'
6'-0"
6'-3"
11'-10
.J
6'-5"
s'-8"
32
j
27B
12'-8"
32
j
33
B
/E
15'
6'-9"
6'-1"
11'-5"
6'-2"
6'-s"
32
j
27
B
12'-3"
32
j
34
B/
16'
5'-7"
5'-10"
1'-1"
E
6-0"
6'-3°32
27
B
11-1 "
32
34
B
/E
17'
5'-5"
5'-8"
`�
10'-9"
`J
5'-10"
6'-1"
32
�j
28
B
11'-s"
32
j34
a
/E
18'
5'-3"
5'-6"
10'-5"
5'-8"
5'-11"
37
`j
28
B
11'-3"
37
35
B/
19'
5'-2"
5'-4"
10'_2„
,1
E
5'-6"
5'-9"J
37
28
B
11'-O"
J
35
e�
20'
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -0 FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
No. 37 48
ExpS 3 ,*
CIVIC,-n�LL21,28107
I.C.C. E.S. EVALUATION
DRAWN 9Y: K.K.
TOM CAMBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD =
YSTEM AS MFG. Y:DATE:
REPORT NUMBER
101232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLESHEET
10, 20 & 30 psl
7RAIL
PRODUCTS, INC.
ER-
SCALE: NONE
ALTA LOMA, CA (951) 741-2107
FREESTANDING
ANDATTACHED
HORIZ. WAND =
NE AVE., SACRAMENTO, CA 95826
19 OF 29
REVISED BY: K.K. & D.P
10#LL110MPH
80,100 6 110 MPH
7021 FAX 4031519 sales@duralum.com
Joe "o. GF07-W4
20# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
,.
DRAWN BY: K.K.
6.5" ROLLFORM
4"
I -BEAM
4.5 / MAG GUTTER
MAG BEAM
3" SQ. STEEL BEAM
<x
F- F-
coo
F
J (D m
O Z
U u g
a Z
m cn O
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
(IN)
MIN.
POST
TYPE
FTG
( INS
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG
IN '
( )
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG
I
(N)
MIN.
POST
TYPE
FTG.
(IN•)
MIN
POST
TYPE
FTG
(IN.)
IN.
POST
TYPE
FTG.
(IN-)
MIN.
POSTPOST
TYPE
FTG.MIN.
(IN-)
TYPE
4•
8'-11"
10'4"
28
H
19
B
14'-7"
32
H
22
B
1.0'-10"
28
H
22
B
11'-6"
28
H
20
B
12'-6"
32
H
21
B
5•
7'-1"
9'-3"
28
H
20
B
13'4"
32
H
23
B
9'-8"
28
H
23
B
101-6"
28
H
21
B
11'-7"
28
H
22
B
6•
5'-11"
8'-5"
28
H
21
B
11'-10"
28
H
23
B
8'-10"
28
H
24
B
9'-7"
28
H
22
B
10'-11"
28
H
23
B
r
5'-1"
7'-10"
26
H
21
B
11'-0"
28
H
24
B
8'-2"
28
H
24
B
8'-10"
28
H
22
B
10'-4"
28
H
23
B
8•
4'-5"
7'-4"
26
H
22
B
10'-3"
28
H
24
B
7'-8"
26
H
25
B
8'-3"
28
H
23
B
9'-11"
28
H
24
B
9•
3'-11"
6-11"
28
H'
22
B
9'-9"
28.
H
25
B
7'-3"
28
H
25
B
7'-10"
28
H
23
B
9'-6"
28
H
25
B
10•
3'-6"
9'-3"
28
H
25
B
7'-4"
28
H
24
B
9'-3"
28
H
25
B
11'
3'-2"
8.-g,.
28
J
26
B
7'-1"
28
J
24
B
8'-11"
28
j
26
B
12'
-
8'-5"
28
J
26
B
6-9"
28B
j
24
�/E
8'-8"
28
J
26
B
13•
-
g _1
32
J
27
B
6'-6"
32
J
25
B�
8'-5"
32
J
27
B
14•
-
T -g-,
32
J
27
B
6-3"
32
J
25
B�ZE
8'-3,.
32
J
27
B
1s•
-
7'-6"
32
J
27
B
6-0"
32
j
25
�
8'-0"
32
j
28
B
16'
-
71-4"
32
J
27
B
5'-10"
32
J
26
B�/E
7'-10"
32
J
28
B
17
-
7'-1"
32
J
27
B
r
5'-8"
32
J
26
B�
7'-8"
32
J
29
B
FOOTNOTE: "SAMPLE" OQ�OF
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
4DDITIO.NAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. lt1 �`; • '•'F a�'$ fil
NOTE: * Exp.49-
FOOTING SHOWN IN CUBIC INCHES avis \Q'
WITHOUT SLAB. q�OFCA
SEE ALTERNATE FOOTING TABLES I` 2` C')SHT. 9 FOR ATTACHED & +
SHT. 23 FOR FREESTANDING
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD =
COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLEJ.PATIOSHEET
10,!V 13 Psl
URALUM PRODUCTS, INC.
ER-
SCALE: NONE
ALTA LOMA, CA (951) 741-2107
FREESTANDING
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
20 OF 29
REVISED BY: KK & O.P.
20 # L.L. 110 MPH
90.100 & 110 MPH
(916) 452-7021 FAX 403.1519 sales@duralum.com
roe no csoioe�.
20# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 121 OR LESS EXP.B&C
it
Q=
�I—
o
m
I-
J(7m
O Z
u - 5
X a 0
a a z
In O
7" I -BEAM
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DBL. 3"x8"x.042"BM
DBL.2"x6.5"x.032" BEAM
OR 3"x8"BEAM
DATE: 10/232007
3"x8" BEAMw/INSERT
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG MIN.
POST „
(IN.) TYPE
MAX.POST
SPACING
FOR DBL.
2x6.5x.032
MAX.POST
SPACING
FOR 3 x 8
BEAM
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN)
MIN.
POST
TYPE
�C''
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
�C''
(IN.)
MIN.
POST
TYPE
4'
8'-11"
23'-9"
1 37
H
26
F
14'-4"
32
H
22
91-91,
10'-2"
28
H
19
B
19'-4"
37
H
24
C -//E
5,
7,-1"
21'-3"
37
H
27
F
12'-10"
32
H
22
7
8'-8"
9'-1"
28
H
20
B
17'-2"
32
H
25
E
6'
5'-11"
19'-4"
37
H
27
F
11'-9"
28
H
23
O7'-11"
8'-3"
28
H
21
B
15'-8"
32
H
26
C�/E
7'
S'-1"
17'-11"
32
H
28
F
10'-10"
28
H
24
Bij :Z06T-4"7'-8"
26
H
21
B
14'-6"
32
H
26
E
6'
4'-5"
16'-9"
32
H
29
F
10'-2"
28
H
24
B
+ �'-10"
7'-2"
26
H
22
B
13'-8"
32
H
27
E�
9'
3'-11"
15'-10"
32
H
29
F
9'-7"
28
H
25
B ��
6-6"
6'-9"
28
H
22
B
12'-10"
32
H
27
EE
10,
3'-6"
15'-0"
32
H
30
F
9'-1"
28
H
25
B
6-2"
6-5"
28
H
23
B
12'-2"
32
H
28
E/
ill3'-2.
14'-4"
32
30
F
8'-8"
28
26
B
5'-10"
6'-2"
28
J
23
B
11'-8"
28
J
28
E F
12'
_
13'-8"
32
J
31
F
8'-3"
28
j
26
B
5'-7"
5'-10"
28
j
23
B
11'4"
28
J
29
EF
13'
_
13'-2"
32
J
31
F
7'-11"
32
J
26
B
5'-4"
5'-8"
32
J
24
B
10'-8"
32
J
29
E�
14'
-
12'-8"
32
J
32
F
7'-8"
32
J
27
B
5'-2"
5'-5"
32
J
24
B
10'-3"
32
J
29
E�
15•
_
12'-3"
32
J
32
F
7'-5"
32
J
27
B
5'-0"
5'-3"
3224
J
B
9'-11,
32
J
30
E/
16•
_
11'-10"
32
J
32
F
7'-2"
32
J
27
B
-
6-132
J
24
B
9,_8„
32
J
30
F
17•
_
11'-6"
1 33
J
33
F
7'-0"
32
J
28
B
-
4'-11"
32 1
J 125B
9,-4„
32
J
30
E
r
FOOTNOTE: "SAMPLE" �OFES,
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
4. m
EXI:�
CIVIL
.n� rA�.�Fo Iz 2e 07
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
SHEET
ER-
SCALE: NONE
REVISED BY: K.K. 8 D.P
ALTA LOMA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
21 OF 29
20 # L.L. 110 MPH
90,100 8 110 MPH
(916) 452.7021 FAX 4031519 sales@dualum.com
JOB NO. Gw71W4
30# L.L. 110 MPH FREESTAND &.ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
DRAWN BY K.K.
TOM CAMBELL & ASSOCIATES, INC.
6.5" ROLLFORM
4"
I -BEAM
4.5 / MAG GUTTER
MAG BEAM
3" SQ. STEEL BEAM
r F:
7
c$
O Z m
¢
m a z
N O
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN
POST
TYPE
FTG.
(IN.)
MIN•
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG
'
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN-)
MIN.
POST
TYPE
4'
8'-11"
8'-6"
28
J
18
B
12'-0"
28
J
20
B
8'-10"
28
J
22
B
9'-7"
28
J
19
B
10'-11
28
J
20
B
5'
7'-1"
7'-7"
26
J
19
B
10'-8"
28
J
21
B
8'-0"
26
J
23
B
8'-7"
28
J
20
B
10'-2"
28
J
21
B
s'
F-11"
6'-11"
26
j
19
B
9'-9"
28
J
22
B
7'-3"
26
j
24
B
7'-10"
26
j
20
B
9'-6"
28
j
22
B
7
5'-1"
6-5"
26
J
20
B
9'-0"
28
J
22
B
6-9"
26
.J
24
B
7'-3"
26
J
21
B
9'-1"
28
J
22
B
8'
4'-5"
8'-5.
28
j
23
B
6'-9"
26
J
21
B
8'-8"
28
j
23
B
9'
3'-11"
8'-0"
28
J
23
B
64"
28
J
22
B
8'-4"
28
j
24
B
3'-6"
T -T
28
J
24
B
6-1"
28
.J
22
B
7'-11"
28
J
24
B
1'
3'-2"
7'-2"
28
24
B
5'-9"
28
J
22
B
7'-6"
28
j
25
B
12'
-
6'-11"
28
j
24
B
5'-6"
28
j
23
B�/E
7'-3"
28
j
25
B
13'
-
6-8"
2
K
25
B
5'-4"
32K
23
B�/E
6-11"
32
K
25
B
14'
-
6r-4rr
32
K
25
B
5-2"
32
K
23
B/
6'-8"
32
K
26
B
FOOTNOTE: "SAMPLE" Q�CiOQ�cj ` CA�
FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. j U-1 ~ No. 79'8
1 * Exp. 31 i
s�
CIM.
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
) z12fST0_�
I.C.C. E.S. EVALUATION
DRAWN BY K.K.
TOM CAMBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY
REPORT NUMBER
DATE: 10/2312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
10, 20 d 30 psf
DURALUM PRODUCTS, INC
SHEET '
ER-
SCALE: NONE
REVISED BY: K.K. 8 D.P.
ALTA LOMA, CA (951) 741-2107
ANDING
AND AFREETTACHED
HORIZ. WIND =
8289 ALPINE AVE., SACRAMENTO, CA 95828
22 OF 29
'
30 N L.L. 110 MPH
90, 100 d 110 MPH
(918) 452-7021 FAX 403-1519 sales@duralum.com
JOB N0. GF074674
o•■
30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS /COMMERCIAL 12' OR LESS EXP.B&C
Q2
r
o
m
D'
I-
JU'm
O Z
0 -:5
X ¢ 0
a 0- Z
ulo
7" I -BEAM
CUBE FOOTING
SO. x 18" THICK
DBL. T N.042"BM DBL.2"x6.5"x.032" BEAM
CUBE FOOTING
3"x8" BEAMw/INSERT
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED MAX.POST
SPACING
FTG MIN, FOR DBL.
POST
( TYPE 2x6.5x.032
IN.)
W/ SLAB
20"
23" SQ.
MAX.POST
SPACING
38"
MAX.POST
SPACING
FOR 3 x 8
BEAM
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
( IN.)
MIN.
TYPE
FTG
(IN, )
MIN.
POST.
TYPE
FTGOST
(IN)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
4'
8'-11"
19'-5"
37
J
24
F
30"
11'-9"
32
J
22
8'-0"
10'-2"
28
J
19
B
48"
15-9"
32
J
22
C/E
5•
7,_1..
17'-4"
32
J
25
F
10'-6"
32
J
2
%7'-2"
9'-1"
28
J
I 20
B
14'-1"
32
J23
C/E
6'
5'-11"
15'-10"
32
J
26
F
9'-7"
28
J
23�
6'-6"
8'-3"
28
J
21
B
12'-10"
32
J
24
C/E
7'
5'_1..
14'-6"
32
J
26
F
8'-11"
28
J
24
6'-0"
7'-8"
26
J
21
B
11'-11"
28
J
25
C/E
B'
4'-5'.
13'-9"
32
J
27
F
8'-4"
28
J
24
Z 5'-8"
7'-2"
26
J
22
B
11'-2"
28
J
25
�E
9'
3'-11 .
13'-0"
32
J
27
F
7'-10"
28
J
25
, :X5'-4"
6'-9"
28
J
22
B
10'-6"
28
J
26
E�/
10'3'-6"
12'-3"
32
J
28
F
T-5"
28
J
25
B 5'-0"
6'-5"
28
J
23
B
10'-0"
28
J
26
11'3'-2'.
11'-9"
28
J
28
F
7'-1"
28
J
26
B
6'-2"
28
J
23
B
9'-6"
28
J
26
F
12'
-
11'-3"
28
J
29
F
6-9"
28
J
26
B
5'-10"
28
J
23
B
9'-1"
28
J
27 1
EF
13'
-
10'-9"
32
K
29
F
6'-6"
32
K
26
B
5'-8"
32
K
24
B
8'-9"
32
K
27
1a
-
10'-4"
32
K
30
F
6'-3"
32
K
27
B
5'-5"
32
K
24
B
8'-5"
32
K
28
E�
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B --a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE AOWN INDICAT
QROFES.
S1. %
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
CO
:w ~r
No '17948 I�
3.�3 a9 •
CIVI,
I.C.C. E.S. EVALUATION
ALTERNATE FREESTANDING
FOOTING
SOLID
CUBE FOOTING
SO. x 18" THICK
CUBE FOOTING
CUBE FOOTING
SQ. x 18" THICK
CUBE FOOTING
W/ NO SLAB
W/ NO SLAB
W/ SLAB
W/ NO SLAB
W/ NO SLAB
W/ SLAB
20"
23" SQ.
18"
38"
50" SQ.
36"
22"
26" SQ.
20" '
40"
51" SQ.
38"
24"
30" SQ.
22"
42"
53" SQ.
40"
26"
33" SQ.
24"
44"
55" SQ.
42"
28"
37" SQ.
26"
46"
56" SQ.
44"
30"
41" SQ.
28"
48"
57" SQ.
46"
32"
45" SQ.
30"
50"
58" SQ.
48"
34"
47" SQ.
32"
52"
61" SQ,
50"
36"
48" SQ.
34"
54"
64" SQ.
52„
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL 6TRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30'.
DURALUM PRODUCTS, INC.
SHEET
ER-
SCALE: NONE
REVISED BY: K.K. 8 D.P
ALTA LOMA, CA (951) 741.2107
AND ATTACHED
HORIZ. WND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
23
23 OF 29
30 # L.L. 110 MPH
90.100& 110 MPH
(916) 452-7021 FAX 403-1519 salas®Curalum.com
JOB NO. GF07�H7�
10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
DRAWN BY: K.K.
TOM C MBELL & AS 3 .1y� �`��
�-�a
3" SQ.
STEEL
BEAM
I DBL. TWN.042"BEAM
DATE: 10!232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENG .ERING
POST SPACING TABLE
DBL.2'.'x6.5"x:032"BEAM
DURAL PRODUCTS, INC.
1(916)
SHEET
ER-
SCALE: NONE
REVISED BY: K.K. 8 D.P.
3"x8" BEAMw/INSERT
AND ATTACHED
HORIZ. WIND =
6269 ALPINE AVE., SACRAMENTO. CA 95826
24 OF 29
NO GFO1.Ofi]<
10 # L.L. 90 MPH
90.100 8 110 MPH
452-7021 FAX 403-1519 sales@duralum.com
.108
OR 3"x8"BEAM
>
MINIMUM
NO.
OF
POST
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
MAX.POST
FREESTANO
ATT.
FREESTAND
ATT.
Qx
F
p
_J (D CO
O Z
U-5
of
r
FOOTNOTE:
m
~
z
ZO
SPACING
SPACING
SPACING
FOR DBL.
SPACING
FOR 3" x 6"
MAX.POST
SPACING
p p
m
FTG.
POST
FTG.
FTG.
MIN.
FTG.
FTG.
POST
TYPE 1
POST
TYPE 2
m u)
(IN.)
TYPE
(IN.)
(IN.)
POST
TYPE
(IN.)
2" x 6.5x.032"
BEAM
(IN.)
MOST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MOST
TYPE
FTG.
(IN.)
m
EXP. B
EXP. C
EXP. B
EXP. C
4'
25'-4"
17'-4"
28
G
22
23'-10'3,_7„
33
G
23
1s' a"
16'4'
28
G
20
32'-0"
33
G
27
6'
2
2
2
2
16'-4"
5'
20'-3"
16'-1"
28
G
23
21'-4"--
1 21,_1„
33
G
24
1a'-8"
14'-8'>--28
G
21
28'"7„
33
G
28
2
2
2
2
13'-11"
14'-8"
.
7'-9"
7,
6'
16-10"
15'-2"
28
G
24
19'-6"
33
G
24
13'-4"
13'-
28
G
21
26'-2"
33
28
2
19'-3"
12'-8"
13'-4"
5,�„
G
6'
2
2
2
7'
14'-6"
14'-4"
28
G
25'
18'-1"
33
G
25
1.2'-4°
12'-4°
28
G
22
24'-2"
33
G
29
2
3'-5"
9'
3
2
2
8'
12'-8"
13'-9"
28
G
26
28
G
25
11''-7"
11'_7"
26
G
22
22'-81'-11'
33
G
30
10'
2
3
16--8"
11'-O'
1 V-7
2
2
9'
11'-3"
13'-3"
28
G
26
15'-1
28
G
26
10'-1
10'-1 "
26
G
23
21'-a"
33
30
11•
3
3
2
2
5; 9
1 o -a
10'-10'
0'-8"
G
10'
10'-2"
12'-9"
28
G
27
15''2"
28
G
26
10'-4"
10'-4"
26
G
23
20'-3"
33
G
31
12'
3
14'-11"
-10"
10'-4"
9'-7„
3
2
2
11'
9'-3"
12'-4,,
28G
28
14-5'4
28
G
27
9'-10"
9'-10"
26
G
24
19'-4"
33
G
32
13'
3
4
2
2
3
9'-4"
9'-10"
18' 8„
12'
8'-5"
12'-0"
26
G
28-
13'-9"
28
G
27
9'-5"
9'-5"
26
G
24
18'-6"
G
32
3
9'-5"
17'-1
14'
13'
T-9"
11'-8"
28
H
29
28
�--�
28
9'-1"
9'-1"
28
H
24
17'-9"
28
H
32
15'
3
13'-1"
8'-8"17'-2"
4
2
3
14'
7'-3"
11'-5"
28
H
29
12'-9"
28
H
28
8'-9"
8'-9"
28
H
25
17'-1"
28
H
33
16'
4
4
2
3
2'-7"
---'8'4"
8'-9"
16'-7"
15'
6-9"
11'-2"
28
H
30
12'-4"
28
H
28
8'"5"
8'-5"
28
H
25
16,x„
28
H
33
t7'
4
5
2
3
12 -2"
8'-0"
8'-5"
16-0"
16'
6-4"
10'-11"
28
H
30
11'-11"
28
H
29
8'-2"
8'-2"
28
H
25
16'-0"
28
H
34
18'
4
5
2
3
17'
S'-11"
10'-8"
28
H
30
11-
28
H
29
7'-11"
7'-11"
28
25
15-65-0„
28
34
19'
4
5
3
3
_5..
7' 6"
7'-11'
H
H
18'
5'-8"
10'-6"
28H
31
11 11'-2"
28
H
29
7'-8"'
7'-8,
28
H
26
15'-11'
28
H
34
20'
4
5
3
3
7,�„
7 8
14'-7"
19'
5'-4"
10'-4"
33
H
31
33
H
29
7'-6"
7'-6"
33
H
26
14,-8„
33
H
35
10'-10"
7'-Z'
7'-6"
14'-3"
FOOTNOTE:
HEADER
REQUIRED
AND OR
SPACING
MIN. NO.
MUST
OF POST
EXCEED
`
10'-2"
33
H
31
33
H
30
7'-4"
7' 4"
33
H
26
14' "
33
H
35
10'-6"
s'-11"
7,�„
3,-10„
ALLOWABLE
SLAB
SPACING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP..B & C.
NOTE:
FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
USE ON CONC. SLAB ONLY
ON CONC. SLAB OR FOOTINGS.
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM C MBELL & AS 3 .1y� �`��
�-�a
LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 10!232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENG .ERING
POST SPACING TABLE
10, 20 & 30 psf
DURAL PRODUCTS, INC.
1(916)
SHEET
ER-
SCALE: NONE
REVISED BY: K.K. 8 D.P.
ALTA LOMA. CA (951) 741.2107
AND ATTACHED
HORIZ. WIND =
6269 ALPINE AVE., SACRAMENTO. CA 95826
24 OF 29
NO GFO1.Ofi]<
10 # L.L. 90 MPH
90.100 8 110 MPH
452-7021 FAX 403-1519 sales@duralum.com
.108
10# L.L. 100 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT
OR 3"X8"BEAM >� MINIMUM NO. OF POST
I=— O z C FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POS# FREESTAND ATT. FREESTAND ATT, r FOOTNOTE:
m p U V_j MAX.POST MAX.POST SPACING SPACING MAX.POST p p
a Z SPACING FTG. MIN. FTG. SPACING FTG. MIN. FTG. FOR DBL. F FTG. MIN. FTG. SPACING FTG. MIN- FTG. Lm POST TYPE 1 POST TYPE 2
~ N O (IN.) POPE (IN.) (IN.) TYPE (IN.) 2" x 6.5x.032" EAM (I \\ TYOPE (IN.) (IN.) TYOST
PE (IN.) ~ EXP. B EXP. C EXP. B EXP. C
4' 25'-4" 17'-4" 30 G 22 23'-7"o s 35 G 23 15 14'-0° 16 1 + G 20 31'-00001 ,-8" 35 G 27 6' 2 2 2 2
30 23 21'-1" 35 24 13'-11" 14'-8i G 21 27'-9'4,-9" 35 G 28 7, 2 3 2 2
5' 20'-3" 4'-10' G 18 5" G 12'-6"
6' 16'-10" 15'-2" 30 G 24 19'-3" 35 24 12'-s" 13' 4" 21 25' 4" 35 28
14'-0" 6'-10"
G 11'-5" 1' 2'-7 G 2 3 2 2
7' 14'-6" 14'-4" 30 G 25 17'-10" 30 25 11' 9" 12'-4" 22 23'-5" 35 G 29 3
15'-7" G 10' 7,. 1Art
0'-11" 9' 3 2 2
8' 12'-8" 13' 9" 30 G 26 16'-8" 30 G 25 G 22 21'-11 ' 35 G 30 3
11'-0" 11'-7" 10' 3 2 2
12-8" 14'-7" 9'-11" 1 '-4' 1 '-7'
9' 11'-3" 13'-3" 3026 15'-9'>--30 26 10'-4" 10'-1 27 23 20'-8" 35 30
3 4 2 2
12'-2" 3'_g" G g'-4" 9'-9" G 18'-5" G
10' 10'-2.. 12' 9" „ 30 G 27 14'-11" 30 G 26 9'-10" 10'-4" 27 G 23 19'-7" 35 G 31 3
_ 72' 4 2 2
13.1" 9'-3"
11' ` 12' 4" 30 28 14'-3" 30 27 9'-4" 9--10"1-1127 24 18'- " 35 13'
9 -3'4 4 2 3
1 H 12, 5„ H 8'-5" 8'-10" H 16'-8'. H 32
12' 8'-5" 12 0" 1 27 H 28 13'-8" 30 H 27 9'-0" 9'-5" 27 24 17'-1 30
8'- ' H 16'-0" H 32 1a' 4 5 2 3
13' T-9" 11'-8" 30 H 29 - 30 H 28 8'-8" 9-1" 30 H 24 17'-2" 30 32 1s' 4 5 3 3
11'-5" 7'_9, 8'_1„ 15,x„ H
14' 7'-3" 11'-5" ,,--r0'-6'30 H 29 12'-7" 30 H 28 8,-4„ 8'-9"30 H 25 16'-7" 30 H 33 16' 4 5 3 3
1'-0" 7'-6" 7'-10 "
15' 6'-9" 11' 2" 30 H 30 12,_2„ 30 H 28 8'"0„ 8' S„ 30 H 25 30 H 33 6 3 3
16'-0" 17' 5
10%3" 1 '8" 7'-3" 7'-6" 14'-3"
16' 6'-4" 10'-1 30 11'-9" 30 j 29 7,_g„ 8,-2„ 30 j 25 15,x„ 30 34 18' 5 6 3 3
.� 30 10,x„ 7 -0" 3'-10' J
17' 5'-11.. 10'- 9'-10" 30 � 30 1 0' o" 30 j 29 7'-6" 6 9 7-11'7,-1" 30 25 15 3-5„ 30 j 34 19' 5
6 3 3
18' S'-8" 10' 6" 30 J 31 11'-2" 30 J 29 7,�„ T-8" 30 J 26 14'-7" 30 J 34 zo' S 6 3 3
9 -8" 9'-9' 6'-7" 6'-10" 13'-1"
19' 5'-4" -6" 31 10'-1 " 35 29 / 35 26 / 35 35
10,_4„ 35 T-2" 7'-6" 14'-3"
9'-6" 6'-5" 6'-8" 12'-8" J FOOTNOTE:
10'-2" 35 131 10'-6" 35 I 30 6'- 11 7'4" 26 13-10" 35 35 REQUIRED SPACING MUST EXCEED
20' S'"1 " `�DER AND OR MIN. NO. OF POST
6'-3" 6'- 2' 4" ALLOWABLE SLAB SPACING
FOOTNOTE: "SAMPLE" OR LESSER MUST BE USED �� O�.q
FIGURE INDICATES EXPOSURE B FOOTNOTE:
FIGURE INDICATES EXPOSURE C �P MAS F2 .COL. TYPES 1 = :024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES 2 =,.032" SIDEPLATES, ON CONC. SLAB OR FOOTING
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. tom-- m
LJU
m I
NOTE: Exp
FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB.I
SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED 8 %I ° L %' civ \�
SHT.23 FOR FREESTANDING
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM'CAMBELL 8 ASS CIATES, INC.
-^ rSarICE
LIVE LOAD =
PATIO COVERSYSTEM AS MFG. BY:
REPORT NUMBER
DATE. 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
1(916)
SHEET
ER-
SCALE: NONE
REVISED BY: K.K. 8 D.P.
ALTA LOMA, CA (951) 741.2107
AND ATTACHED
HORIZ. WIND =
8269.ALPINE AVE., SACRAMENTO, CA 95826
25 OF 29
0#. .
pLL. 100 MPH
90,.100 8 110 MPH
452.7021' FAX 403.1519 sales@duralum.com,
JOB NO. GFO7-W74
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
NOTE: Ei:3( J
FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED &SJR (.(W
J
SHT. 23 FOR FREESTANDING " .49 6 i,'9%„� _ - • ,�(��
I.C.C. E.S. EVALUATION DRAWN BY: K.K.
10# L.L. 110 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
TO AMBELL & ASSOCIATES; INC.
LATTICE
}
Q=
I-1-
DO
m
JU' co
O z
U - f)
rn
a z
N O
3" SQ.
STEEL
BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
DBL. 3"x8"x.042"BEAM
10, 20830psf
DURALUMPRODUCTS,INC.
SHEET
DBL.2"x6.5"x.032"
OR 3x8
BEAM
BEAM
HORIZ. WIND =
3"x8" BEAMw/INSERT
26 OF 29
REVISED BY: K.K. 8 D.P.
cr
? o
m
m
~
MINIMUM
NO.
OF
FOOTNOTE:
POST
TYPE 2
EXP. C
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FOR DBL.
2" x 6.5x.032••
MAX.POST
SPACING
FOR 3" x 8"
BEAM
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
FTG.
(IN.)
MIN.
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
TYPE
FTGPOST.
(IN.)
FTG.
(IN.)
MIN.
TYPE
FTGPOST.
(IN.)
FTG.
(IN.)
MIN.
TYPE
FTGPOST.
(IN.)
POST
TYPE 1
POST
EXP. B
EXP. C
EXP. B
2
4'
25'-4"
16'-6"
5' 6'
32
H
22
22'-0"
0'-0"
37
H
23
14'-1
13'-6"
, 5'-7"
14'-2"
32
H
20
29'-6"
26'-9"
37
H
27
6'
2
2
2
2
5'
20'-3"
15 5', 5
32
H
23
19'-87'-10„
37
H
24
113'7x>'13,_1
12'-1"
N
12'-7"
32
H
21
26'-5"
3-11'
37
H
28
,,
2
3
2
2
6'
16'-10"
14'-6"
3'-7"
32
H
24
18'-0"
6'-3"
32
H
24
12'-2"
11'-0"
12'-s
11'-6"
32
H
21
24'-2"
1' 10'
37
H
28
B'
3
3
2
2
7'
14'-6"
13'-,
2'-11"
32
H
25
16'-8"
15'-1"
32
H
25
11'-3"
11'-9"
28
H
22
22'4"
37
H
29
91
3
3
2
2
8'
12'-8"
13'-2"
12'-4"
32
H
26
15'-7"
1a'-,"
32
H
25
10'-6"
9-6
11'-0"
10 .0.,
28
H
22
20'-1 "
-11"
37
H
30
,o'
3
a
2
2
9'
11'-3"
12''81.10„
32
H
26
14 3 4
32
H
26
s'-11"
9'-0"
10' 4"
9'-5"
28
H
23
19'-8'7 10
37
H
30
t1
3
4
2
3
10'
10'-2"
12'-3"
1 5'
32
H
27
13'-1
12'-8"
32
H
26
9'-5"
9'-10"
28
H
23
18'-8"
6'-11'
37
H
31
12•
4
4
2
3
11'
9'-3"
11'-111,-2"
28
H
28
13'-3"
12'-0"
32
H
27
9,_0N
8'-2"
9'-4"
8'-6"
28
H
24
17'-9"
16'-2"
32
H
32
13'
4
5
2
3
12'
8'-5"
,1 6"
0'-9"
28
28
12'-8"
V-6"
32
H
27
8'-8"
-9..
9'-0"
28
H
24
17'-1"
32
H
32
14'
4
5
3
13'
7'-9"
11'-3"
32
J
29
12'-
-1'
32
J
28
8'-3"
8'-8"
32
J
24
16-4'
14'-10
32
J
32
,s
4
S
3
3
3
14'
7'-T'1,'-0"
_
32
J
29
p _8
32
J
28
8'_0�
7,_2"
8'-4„
7,_6"
32
J
25
15'-9"
4'-4N
32
J
33
16'
5
6
3
4
15'
6'-9"
1o'-9"
10'-0"
32
J
30
, 1-4
10' �"
32
J
28
7'-9"
7'-0"
8'-1"
7'-3"
32
J
25
15'-3"
13'-10
32
J
33
17'
5
6
3
16'
6'-4"
10'-6"
32
J
30
11-010 -0,.
32
J
29
7.-0„
6'-9"
7 _g
7'4
32
J
25
14'-s"
3' 4"
32
J
34
, B'
S
6
3
4
4
17'
5'-11"
10'-3"
32
J
30
$
-8"
32.
J
29
7'-3"
6'-6"
7'-6"
6'-10
32
J
25
14.x„
13'-0"
32
J
34
19'
5
7
3
4
18'
S'-8..
10'-1"
9 -5"
32
J
31
10-4
9'-5"
32
J
29
6._7..
6'-4"
7,4
6'-8"
32
J
26
13.1
32
J
34
zo
6
7
3
FOOTNOTE:'
19'
S,�.�
9'-10"
9'-3"
37
J
31
10'-1"
9'-2"
37
J
29
6'-,0"
6'-2"
7'-2"
6'-6"
37
J
26
13'-6"
12'-3"
37
J
35
HEADER
REQUIRED
ALLOWABLE
AND OR
SPACING
SLAB
MIN. NO.
MUST
SPACING
OF POST
EXCEED
20'
S'_1,�
9'-9"
37
J
31
9'-1o"
37
J
30
6'-s"
7'- '
Q
37
J 1
26
13'-2"
2'-0"
37
J
35
INDICATES
"SAMPLE"OR
EXPOSURE
B
FIGURE
INDICATES
EXPOSURE
C
�<C/
1' C'4�
FOOTNOTE:
COL.
TYPES
1 =.024"
SIDEPLATES,
FOOTNOTE:
FIGURE
LESSER MUST
USE ON
BE USED
CONC.
SLAB ONLY
Gj O
COL.
TYPES
2 = .032"
SIDEPLATES,
ON CONC.
SLAB
OR FOOTINGS.
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
NOTE: Ei:3( J
FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED &SJR (.(W
J
SHT. 23 FOR FREESTANDING " .49 6 i,'9%„� _ - • ,�(��
I.C.C. E.S. EVALUATION DRAWN BY: K.K.
TO AMBELL & ASSOCIATES; INC.
LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
10, 20830psf
DURALUMPRODUCTS,INC.
SHEET
ER-
SCALE: NONE
ALTA IOMA, CA (951) 741.2107
FREESTANDING
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-7021
26 OF 29
REVISED BY: K.K. 8 D.P.
10 N L.L. 110 MPH
90, 100 & 110 MPH
FAX 403.1519 sales@duralum.wm
JOB NO GFB7M74
20# L. L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C
3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x;032 BEAM 3"x8" BEAMw/INSERT
OR 3 x8'BEAM a: MINIMUM NO. OF POST
1¢- t=- O Z f° FREESTAND ATT. FREESTAND ATT. MAX.POST AX.POST FREESTAND ATT. FREESTAND ATT. FOOTNOTE:
5 MAX.POST MAX.POST MAX.POST p p
m v SPACIN ACING
a Z SPACING FTG. MIN. FTG. SPACING FTG MIN. FTG. FOR OT POR 6". FTG. MIN. FTG. SPACING FTG. MIN. FTG. POST TYPE 1 POST TYPE 2
F 2 Ln O POST POST 2" x 6.Sx a. ' nB POST POST (IN.) TYPE (IN.) (IN.) TYPE (IN.) V, (IN.) TYPE (IN.) (IN.) TYPE (IN) EXP. B EXP. C EXP. B EXP. C
4' 13'-2" 14'-2" 32 H 19 17'-2" 32 H 20 11'-9- 32 �{ 18 23'-0" 37 H 24 6' 2 2 2 2
5' 10'-6" 13'-2" 32 H 20 15'-4" 32 H 21 10'-6" 1W 28 H 19 20' 7" 37 H 25 �,1-2 3 2 2
6' 8'-9" 124, 32 H 21 14'-0" 32 H 22 9'_7 1 28 H 19 18'-10" 37 H 26 6' 3 3 2 2
7' T-6" 11'-9" 1
28 H 1 22 13'-0" 32 H 22 8'-10" g 2 28 H 20 17'-5" 32 H 1 26 9, 3 3 2 2
8' 6'-7" 11'-3" 28 H 22 12'-2" 32 H 23 8'-3" (t8 28 H 20 16'4" 32 H 27 10, 3 4 2 2
9' 5'-10" 10'-10" 28 H 23 11'-5" 28 H 23 T-10" g' 1„ 28 H 21 15,-4-, 32 H 27 11. 3 4 2 2
10' 5'-3" 10'-5" 28 H 23 10'-10 28 H 24 T-5" T-8" 28 H 21 14'-6" 32 H 28 12, 4 4 2 3
11' 4'4" 10'-2" 28 J 24 10._4., 28 J 24 T-1" T-4" 28 J 21 13'-10" 32 J 28 13' 4 5 2 3
12' - 9'-10" 28 J 24 9'-11" 28 J 24 6-9" T_0" 28 J 22 13'4- 32 J 29 14' 4 5 3 3
13' - 9,-6„ 32 J 25 9'_6" 32 j 25 6-6„ 6'_9" 32 j 22 12'_9" 32 J 29 15' 4 5 3 3
14' _ 9-_4 - 32 J 25 9'-2" 32 J 25 6'-3" 6'-6" 32 j 22 12,-4-, 32 J 29 16' 5 6 3 3
15'_ 9'-2" 32 J 26 8'-10" 32 J 25 6'-0" 6'-3" 32 J 23 11'-10" 32 J 30 17 5 6 3 4
16' _ 8'-11" 32 J 26 8'-7" 32 J 26 5'-10" 6'-1" 32 J 23 11'-6" 32 J 30 18' 5 6 3 4
17' - 81-9.1 32 J 26 8,_4., 32 J 26 5-8„ 5'-10" . 32 J 23 11'-2.. 32 J 30 19' 5 7 3 4
1.8' _ 8'_7 32 J 27 8'-1" 32 J 26 5'-6„ 5,4- 32 J 23 10'-10" 32 J 31 20' 6 7-
19,8.-5..
3 4
19'8'-5" 37 J 27 T-10" 37 J 26 5-4. 5'-7" 37 J 23 10'_7„ 37 J 31 FOOTNOTE:
-
HEADER AND OR MIN. NO. OF POST
20' 8'-Y 37 J 27 T-8" 37 J 27 5'-3" 37 J 24 1 p,-4„ 37 J 31 REQUIRED SPACING MUST EXCEED
ALLOWABLE SLAB SPACING
FOOTNOTE: "SAMPLE" Q OR LESSER MUST BE USED
FIGURE INDICATES EXPOSURE B �j� !�� CJ �. Cq q: FOOTNOTE:
"(/u—j' FIGURE INDICATES EXPOSURE C �(V� �P ��� ��fi COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. m
LILI No. 7, 8 n ;
NOTE: Exp.
FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED 8 I Z 2g lSi���� 11j14�\Q`
SHT. 23 FOR FREESTANDING
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL & ASSOCIATES, INC.- ' ' - • ''
Y LATTICE
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
10STANDING, 20 8 30 psl
DURALUM PRODUCTS, INC.
SHEET
EE
ER-
SCALE: NONE
REVISED BY: K.K. 8 D.P
ALTA LOMA. CA (951) 741-2107
ANDFREATTACHEDHORIZ.
WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
127 29
20#-L.L. 110 MPH
90, 100 & 110 MPH
(916) 452-7021' FAX -403.1519 sales@duralum.com
cvo7��
30# L. L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C
3" SQ. STEEL BEAM DBL.2"x6.5"x.032'' BEAM 3"x8" BEAMw/INSERT
} DBL. 3"x8"x.042"BEAM OR 3"x8"BEAM MINIMUM NO. OF POST
a J O m FOOTNOTE:
h O Z FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. o
D U — MAX.POST MAX.POST SPACING SPACING
°0 x ¢ Z SPACING MIN SPACING MIN. MIN. SPACING MIN m POST TYPE 1 POST TYPE 2
H a o- z FTG. FTG. FTG. FTG. FOR DBL. FOR 3" x 8" FTG. FTG. FTG. FTG.
cn O POST POST
(IN.) TYPE (IN.) (IN.) TYPE (IN.) 2" x 6.5x.032" BEAM (IN.) TYPE (IN.) (IN.) POST (IN.) ~ EXP. B EXP. C EXP. B EXP. C
4' 8'-10" 12'-5" 32 j 18 14'-2" 32 J 19 9'-7" 10'4" 28 J 17 18'-11" 37 J 22 6' 2 2 2 2
32 20 28 18 37 23 2 3 2 2
5' 7'-1" 11'-6r, 28 � 19 � 8'-7" 8'-11" � 16'-11"
6' 5'-10" 10'-10" 28 J 20 11'-6" 28 J 20 T-10" 8'-2" 28 J 18 15'-5" 37 J 24 e' 3 3 2 2
7' 5'-1" 10'-3" 28 J 21 10'-8" 28 J 21 T -3r, T-6„ 26 19 14,-4„ 37 J 25 9' 3 3 2 2
8' 4'-5" 9'-10" 28 J 21 10'-0" 28 J 21 6-9„ 7,-1„ 26 19 13,-4„ 37 25 10, 3 4 2 2
9' - 9'-5" 28 J 22 9'-5.1 28 J 22 6,4, 6-8„ 28 J 19 12'-7" 37 J 26 11' 3 4 2 2
.10' - 9'_2" 28 J 22 8'-11" 28 J 22 6'-1r, 64" 28 J 20 11'-11" 37 J 26 12. 4 4 2 3
11' _ 8'-10" 28 23 8r -6r, 28 J 23 5'-9„ 6-0„ 28 J 20 32 J 26 13' 4 5 2 3
12' - 8'-7" 28 J 23 8'-2rr 28 J 23 5'-6„ 5'-9r, 28 J 20 10.-11" 32 J 27 14' 4 5 3 3
13' - 8-41, 32 K 24 T-10" 32 K 23 5'-4" 5-6„ 32 K 21 10'-6" 32 K 27 15' 4 5 3 3
14' - 8'-1" 32 K 24 7'-6" 32 K 23 5'-2" 5'4" 32 K 21 10'_2" 32 K 28 16' 5 6 3 3
15' - T-9" 32 K 24 7'4" 32 K 24 4'-11" 5'-2" 32 K 21 g, -g" 32 K 28 17' 5 6 3 4
16' - T-6" 32 K 25 T-1" 32 K 24 - 5'-0" 32 K 21 g _5� 32 K 28 FOOTNOTE.
HEADER AND OR MIN. NO. OF POST
17' - 32 32 24 - 4�-10" 32 22 32 28 REQUIRED SPACING MUST EXCEED
7'-4" K 25 6'-10" K K 9'-2" K ALLOWABLE SLAB SPACING
FOOTNOTE: • OR LESSER MUST BE USED
COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
S�Q� COL. TYPES 2 =.032" SIDEPLATES. ON CONC. SLAB OR FOOTINGS.
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSUREB Lu ~ No :k"79 8 r
FIGURE INDICATES EXPOSURE C EXP.
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. civl' �\P
NOTE:`> -0 CAUF�
FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. 0
SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED & f Z 2�
SHT. 23 FOR FREESTANDING 4 y-�
I.C.C. E S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL &ASSOCIATES, INC.
I LATTICE
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE. 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
10, 20 8 30 psl
DURALUM PRODUCTS, INC
SHEET
ER-
SCALE: NONE
ALTA IOMA, CA (951) 741-2107
FREESTANDING
AND ATTACHED
HORIZ. WIND =
1.
6269 ALPINE AVE.. SACRAMENTO. CA 95826
1(916)
26 OF 29Joe rbc
REVISED BY: K.K. 8 O.P.
30 p l.L. 110 MPH
90, 100 8 110 MPH
452-7021 FAX 403-1519 sales 5Lltluralum.wm
cF01.om4
ATTACHMENT DETAIL FOR INSULATED Sp
CTURAL�ANDWICH PANEL
ROOF SLOPE SHALL BE 1/4": 12" MIN.
n �►
OR 4" STRUCTURAL SANDWICH PANEL
CORP.SEE ELITE ALUMINUM
FOR PANEL SPANS AND DESCRIPTION
WIND
DESIGN S.M.S
NOTE: #14 SMS SHALL HAVE
A MIN. 1" PEN. INTO HEADER
HEADER BEAM AND ENCLOSURE WALL SYSTEMS
MUST BE I.C.C. APPROVED UNDER 2006 IBC,
2006 IRC OR 2007 CBC. OPTIONAL DECORATIVE FASCIA
#14 S.M.S. ( WOOD, ALUM. OR HARDBORD \
SEETABLEABOVE
XTRUDED
PANEL TO HEADER BEAM CON 11� l ER3"GUTTERS {
WALL FASTENERS
SEE TABLE BELOW APPROVED
I -BEAM
f I
PANEL SPAN TABLE
' H APPROVED
BEAM HEADER
OPTIONAL NON-STRUCTURAL FASCIA
PANEL
INCH
SKIN
INCH LL = 10 LL=20 LL=30
3„
.024" 18'-0" 12'-9" 10'-9"
AT WOOD STUD
16" O.C.
.032" 14'-5" 12'-4"
4„
15'-1" 12'-4"
.032" 22'-0" 17'-4" 14'-3"
A
NO. '37948
Exp. 1 o
'gip CAl\E�Ra
d-)
P EDGE
RAIN GUTTER
ALUM.ALLOY 2.740"
6063-T6
3.200" T=.060"
OR 4.200"
WALL FASTENERS APPROVED 3"
SEE TABLE INSUL. ROOF
PANEL
#12 SMS T&B 1 880„ I
AT 12" O.C. --4
3" OR 4" HANGER CHANNEL
PANEL TO PATIO ENCLOSURE CONN.
#14 S.M.S.
SEE TABLE ABOVE
I
3UL
OF
INSULATED ROOF PANEL INSULATED ROOF PANEL
TO.APPROVED TO APPROVED
BEARING WALL SYSTEM NON-BEARING WALL SYSTEM
NOTE:
PANELS SHALL BE ELITE ALUMINUM CORP.
I.C.C. ER- OR APPROVED EQUAL
THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED
IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION
REPORT FOR USE WITH PATIO COVERS COMPLYING WITH 2006 INTERNATIONAL
BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE OR 2007 CALIFORNIA
BUILDING CODE WHICH MUST BE SUBMITTED WITH DURALUM PATIO COVER
DRAWING.
NOTE:
ALL COMPONENTS.ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
LIVE LOAD =
WIND AT 2x FASCIA
DESIGN W/ SIMPSON A35
AT WOOD STUD
16" O.C.
REPORT NUMBER
AT MASONRY OR
CONCRETE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
INSULATED ROOF
10, 20 8 30 psf
LL=10 LL=20 LL=30
LL=10 LL=20
LL=30
LL=10 LL=20
LL=30
PANEL CONNECTIONS
70
A C C
E H
H
J J
K
90
B C C
E H
H
J J
K�
110
D C C
G H
H
J J
K..
Ir
DESCRIPTION OF LAG SCREW
LLIzz
maw
QNa
LL Fn
A=1/4"0x1 1/2"@12" O.C.
B=3/8"0x1 1/2"@16" O.C.
C=3/8"0x1 1/2"@12" O.C.
D=7/16"0x1 1/2"@12" O.C.
E=3/8"0x2 1/2"@16" O.C.
F=7/16"0x2 1/2"@16" O.C.
G=7/16"0x2 1/2"@12" O.C.
H=3/8"0x2 1/2"@12" O.C.
J=1/4"0x1 1/8"@16" A.B.
K=1/4"0x1 1/8"@12" A.B.
RAIN GUTTER
ALUM.ALLOY 2.740"
6063-T6
3.200" T=.060"
OR 4.200"
WALL FASTENERS APPROVED 3"
SEE TABLE INSUL. ROOF
PANEL
#12 SMS T&B 1 880„ I
AT 12" O.C. --4
3" OR 4" HANGER CHANNEL
PANEL TO PATIO ENCLOSURE CONN.
#14 S.M.S.
SEE TABLE ABOVE
I
3UL
OF
INSULATED ROOF PANEL INSULATED ROOF PANEL
TO.APPROVED TO APPROVED
BEARING WALL SYSTEM NON-BEARING WALL SYSTEM
NOTE:
PANELS SHALL BE ELITE ALUMINUM CORP.
I.C.C. ER- OR APPROVED EQUAL
THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED
IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION
REPORT FOR USE WITH PATIO COVERS COMPLYING WITH 2006 INTERNATIONAL
BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE OR 2007 CALIFORNIA
BUILDING CODE WHICH MUST BE SUBMITTED WITH DURALUM PATIO COVER
DRAWING.
NOTE:
ALL COMPONENTS.ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
GATE: 10/2312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
INSULATED ROOF
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SHEET
ER.
SCALE: NONE
REVISED BY: K.K. 8 D.P.
ALTA LOMA. CA (951) 741.2101
PANEL CONNECTIONS
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
29 OF 26
90, 100 & 110 MPH
(916) 452-7021 FAX 403-1519 salesQa duralum.com
JOB x0.0sm *
*� COUNTY -OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Orovlller California 95985 • Telephone: 918.'538-7541
APPLICATION AND PERMIT
PERMIT NO.
z9z9
Assess RR NuMKA
024-270-028
ZONING .,
SR 1
BUILDING PERMIT
OWNER
RON SPENCE
TELEPHONE
846-3450
SQ. FT. OCC. BUILDING VALUATION
OWNER'S MAILING ADDRESS
48 SHELDON AVE GRIDLEY 95948
16 SQ COMP
CONTRACTOR'S NAME
DOUBLE J. ROOFING
TELEPHONE
846-2791
CONTRACTOR'S MAILING ADDRESS
280 SHELDON AVE GRIDLEY 95948
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $
LENDER'S MAILING ADDRESS
Filing Fee $ 15,00
Permit Fee $ oo 5n
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee $
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Energy Plan Checking Fee $
Penalty $
BUILDING Ao°5
48SHELDON AVE GRIDLEY 95948
Permit fee $
'
PLUMBING PERMIT Filing Fee 1 15.00
Each Trap 1 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[X Duplex❑ 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: REROOF WITH COMP
Permit Fee $
Contractor
ELECTRICAL PERMIT Filing Fee 15.00
Main service 600v OR LESS 18.50
200A OR LESS
Main service 200A TO 1000A1 37.50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
f—y/
J 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions
r Code and my license Is In full force and effect.
License Jo. S�/���� Classification C'-35'
❑ 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,EI 3.66sq.ft.
OR ADDrJS. ( ACC. BLDG S.
NEw CONST R. MULTI -OUTLET
NO N.RESI D. BRANCH CIRC 'ITS @ 5.00
POWER APPARATUS 6
(SINGLE OUTLET CIR.
-Ex. Occup( OUTLETS OR FIXTURES R 20 761
FIXED
Ex. Occup. OUTLETS IPRESID IREA.� 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
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.
Contractor
MECHANICAL PERMIT Filing Fee 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.
I also agree to save, indemnify and keep harmless the County of Butte against
all liab� 'fes, judgments, costs, and expenses which may in any way accrue
agains sa ides
ty in consequence of the granting of this permit.
X Date a,,4 z4,o z
/
Signor of Applicant — Owner ❑ Contractor (a Agent ❑
An 0 HA
on of structures over 3gstoriesoin he ghtf Ions over S't)" deep and demolition or construct-
Mobile Home installation Fee $
Energy inspection Fee $
occ
CONST TYPE
TOTAL FEE $ 37.50
rlAz
DFEEs
IMP
FLOOD
COF
PARCEL
PD
HD
ISSUE
This permit is hereby issued under the applicable provi-
Bions of the Butte County Code and/or resolutions to do
work indicat a ove for which fees have been paid.
' o� PUBLIC WORKS
By v Dat ed���z
PERMIT EkPikEt Date
Receipt No. 122572
WNITC•D. P. W., TEL LOW-Aye[»011 , PIMN••INSP[C,Ion 4GOLDENROD-APPLICANT
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
J 7 County Center Drive - Orovllle, Call,brnlal%965 - Telephone: 918,'538-7541
APPLICATION AND PERMIT
PERMIT NO.
z-z92�1
ASSESSOR PARCEL NUMBER
024-270-028 J
.7 NING
SR 1
BUILDING PERMIT
OWNER
RON SPENCE
TELEPHONE
846-3450
SO. FT. OCC. BUILDING VALUATION '
16 SQ COMP
OWNER'S MAILING ADDRESS
48 SHELDON AVE GRIDLEY 95948
CONTRACTOR'S NAME
DOUBLE J. ROOFING
TELEPHONE
846-2791
CONTRACTOR'S MAILING ADDRESS
280 SHELDON AVE GRIDLEY 95948
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $9150
Filing Fee $ 15.00
LENDER'S MAILING ADDRESS
Permit Fee $
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee $
Energy Plan Checking Fee $
ARCHITECT OR ENGINEER'S MAILING ADDRESS -
Penalty $
BUILDING ADDRESS
48 SHELDON AVE GRIDLEY 95948
Permit fee $ 3"'
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 pas water heater or vent 7.00
USE OF STRUCTURE
SF [� Duplex❑ Mob IIehome❑ Other
SPECIFY
Gas piping system 1 - 5 outlets 5.00
Building sewer 15.00
Mobile Home S I G I W 0 15.-00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑
Describe work: REROOF WITH COMP _
Permit Fee $
Contractor
ELECTRICAL PERMIT Filing Fee 15.00
Main service 600V OR LESS 18.50
200A OR LESS
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 Professions Code and my license is in full force and effect.
License ;Jo. -s�2,� Classification C-35
F11, 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 20CATO1000A) 37.50
NEW CONST. DWELLING OCCUP.8'
OR ADDNS. ( ACC. BLDGS. 3.64sq.ft.
NEW CONSTR r UL TI.OUT LET ^ 5.00
ON."
NO E 51D BRANCH CIRC 'ITS
POWER APPARATUS e
SINGLE OUTLET CIR.
Ex, Occup(OUTLETS OR FIXTURES L 76d
A
Ex. Occup. OUT ETS P(RESID )REA.I 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
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.
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 County of
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 liab 'les, judgments, costs, and expenses which may in any way accrue
agains sad dbty in consequence of the granting of this permit.
X Date
Signa t Of Applicant — Owner El Agent ❑
�
An 0 HA 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 S
J,
Energy Inspection Fee $
OCC
CONST TYPE
TOTAL FEES 37.50
I+AZ
OFEES
IMP
FLOOD
CDF
PARCEL
PD
HO
ISSUE
This permit is hereby issued under the applicable provi
sions of the Butte County Code and/or resolutions to do
work indicat a ove for which fees have been paid.
PUBLIC WORKS
BYADate
PERMIT E P Date '
Receipt No. 122572
. WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Orovlller Callfornla 25965 - Telephone: 918.'538-7541
APPLICATIOWAND PERMIT
PERMIT NO.
—ASSESSOR PARCKL NUMBERONING
�,2y- Z70�_ O2�
(I'� C�
,2
BUILDING PERMIT
OWNERTELEPHONE
SP C
eye-may_5o
SO. FT. OCC. BUILDING VALUATION
o
OWNER'S MAILING ACIDRE S
(SQ S d
CONTR TOR'S NAME_, p T LEPH ONE
De— J a l� cpm i N ��iln �Z % i
CON RACTO 'S MAI LIN AOp KESS
go e� 0; rjrFireplace
CONSTRUCTION LENDER
UNKNOWN
TOtaI Valuation $
Filing Fee
$ 15,00
LENDER'S MAILING ADDRESS
Permit Fee
$ ZZ, SO
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
$
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDING ADDRESS /
Permit fee- -
5
PLUMBING PERMIT
Filing Fee 1 15.00
S
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❑ 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 El Remodel❑ Utilities❑ Installation❑ Other[:
Describe work: �>� t&tf b0i4AS tnb64If) _
Permit Fee
$
Contractor
ELECTRICAL PERMIT
I
Filing Fee 15.00
00V OR SS
Main service 200A OR LESS
18.50
Main service 200A TO 1000Al
37.50
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 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
NEW CONST. DWELLING OCCUPM
OR ADDNS. ( ACC. BLOGS. /
64sq.f[.
3.
NEW CONSTR. r ULTI.OUTLET
NON.RESID BRANCH CIRC 'ITS I
@ 5.00
POWER APPARATUS o-
(SINGLE OUTLET CIR.
Ex. Occup(OUTLETS OR FIXTURES
20 @0 764
A
FIXED
Ex. Occup. OUTLETS (RESID lREA.�
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
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.
Contractor
MECHANICAL PERMIT
Filing Fee 15.00
Heating
Cooling
g
Hood
6.50
I 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 Date
Signature of Applicant — Owner❑ Contractor ❑ 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 S
Energy Inspection Fee $
occ CONST TYPE
TOTAL FEE $ �-`—
HAz
1 0 FEEJ
IMP
I FLOOO
COF
PARCEL
PD
I HD
ISSUE
This permit is hereby issued under the
sions of the Butte County Code and/or
work indicated above for which fees
DIRECTOR OF PUBLIC
By
PERMIT EXPIRES Date
applicable provi-
resolutions to do
have been paid.
WORKS
Date
Receipt No. % 2 Z S'7Z
wNITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENPOO-APPLICANT
PERMIT NO. _ 492-79B,P,E
PERMIT EXPIRES aP17/V Z
OWNER - RON SPENCFA
CONTR. Stan Christopierson,.YC
LOCATION (A.P. 24-27-28 )
S/S Sheldon Ave, 600' E of Hwy 99,Gridley
I
3
r
r
Y
b
Temp. Power Pole
Called PG&E
Temp. Elec. Serv.
Called PG&E
Temp. Gas Serv.
Called PG&E
to/JOB (�
FINALED,^
Framing Z;l Water Htr.
Stucco Fi Subpanels
Mesh 3r ' - r MECHANICAL Grd. Fault Prot.
Scratch'1=4 Heatin Service �—
Brown Cooling Temp. Pole �^
Finish Ducts Under round
Interior Lath ""'-------� Ventilation Permanent
Door Closer Final Final r
MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal
Water Piping Sewer Gas Piping
MRBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity
Water Piping Drainage Gas Piping
DATE REMARKS OR CORRECTIONS
�.-A7
U �,C
i
i / s
k
(NOTE: An entry must be made on this form each time you visit the job site.)
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS
BUILDING INSPECTION RECORD
BUILDING BUILDING (Cont'd)
PLUMBING
Setback —
— Firewall
Soil Piping
Forms
Parapets
1st Floor
Main Bldg.
Restroom Finish
2nd Floor
—
Footin s
Windows -
3rd Floor
Stemwall
—$ —_2 Q Siding
To out
2•�
Slab
Roof Sheathing -
, Water Piping
Piers
— Roofing
Sewer
Garage
Fdn. Vents
Fixtures
Footings
Stemwall
Garage Vents
Insulation —^
Water Htr.
Heaters
Slab
Carport
Footings
Prov. for phsically �� —�
handicapped
Conformance of ex.
structure
Appliances
Gas Piping & Test
Temp. Gas
Slab
Final
Sanitation
Patio
>< FIREPLA E
Final
Footin s
Footing
ELECTRICAL
Masonry Walls
Throat
Rou h
-- 71
Reinf. Steel
t Fixtures
Framing Z;l Water Htr.
Stucco Fi Subpanels
Mesh 3r ' - r MECHANICAL Grd. Fault Prot.
Scratch'1=4 Heatin Service �—
Brown Cooling Temp. Pole �^
Finish Ducts Under round
Interior Lath ""'-------� Ventilation Permanent
Door Closer Final Final r
MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal
Water Piping Sewer Gas Piping
MRBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity
Water Piping Drainage Gas Piping
DATE REMARKS OR CORRECTIONS
�.-A7
U �,C
i
i / s
k
(NOTE: An entry must be made on this form each time you visit the job site.)
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS
7 County Center Drive — Oroville, California 95965
Tel ephone: 534-4541
APPLICATION AND PERMIT
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 County of Butte to enter upon the
above-mentioned property for inspection purposes.
X Date —
Signature of Permitee, r Agent
Receipt No. I9 22
White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant
Land Development Fee 1 $
TOTAL PERMIT FEE $/9- 170
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.
0'IR OR OF BLIC WORKS
14-
atee
Building permit expires Date O
BUILDING
Owner
SQ. FT. OCC. BUILDING VALUATION
l
Mailing Address
Telephone No.
Contractor ct •y4
Mailing Addressr
Fireplace
`�
Telephone No.
Total Valuation
77
Permit Fee
Building Address CZP Z
I an Checking Fee &/or Penalty
-►
Permit Fee
-!�;:/ OV `
PLUMBING
No.
@
FEE
PERMIT FILING FEE
$3.00,�y�
1 /
Each Trap
S
1.50
, 5-r3
D` Irl, (G',
Repair drainage or vent piping
1.50
A. P. No, �' 0
Water piping
1.50
$Q
.ii k
CZ Z mng 8 Planning`
Each gas water heater or vent
1.50
F s W. San ation Fire Dept. Fire Zone Use Permit
Gas piping system 1 - 5 outlets
1.50
Parking Parcel
EQ Plans Declaration Parcel 60' R/W Improve is
Each additional outlet
.30
Building sewer
5.00
Bldg. ons Recd Parcel A provol Plansppraval
Lawn sprinkler system
2.00
NEW ❑ ADDITION ® UTILITIES ❑ OTHER ❑
i$
Permit Fee $
ELECTRICAL
No.
@
FEE
PERMIT FILING FEE
$3.00
00
Single Family Duplex ❑ Mobil Home ❑ Others ❑
Main service 600V OR LESS
100 AMP OR LESS
5.00
Main service EA. ADD•L 100 AMP
2.50
Main service OVER e00v
100 AMP OR LESS
25.00
Main service EA. ADD'L 100 AMP
1.00
NEW CONST . DWELLING OCCUP. 4
OR AODNS. ( ACC. BLDGS.
20sgft
4J, -7
CONTRACTORS LICENSE LAW
TL
NEW RESID, BRANCH CIRC
NON.CONST � BRANCH CIRCUITS)
2.50ea
I am licensed under the provisions of Chapter 9, Div. 3, of the
NEW CONSTR. (POWER APPARATUS .&,
NON.RESID. SINGLE OUTLET CIR.
State of California Business & Professions Code under the name
EX. Occuo(OUTLETS OR
BAL@IN
Style )` a
EX. Occup. OUT ETS FIXED P(RESID )REA)
2•00
Temporary service
10.00
Mobile Home Facilities 15.00
Misc. Wiring 6.25
License No3_2 9/,SCS
Classification
I am exempt from the Contractors License Laws of the State of California.
Permit Fee
$
1, 2
%°7r
MECHANICAL No. @
FEEPERMIT
WORKMEN'S COMPENSATION INSURANCE
FILING FEE
$3.00
1 am aware of the provisions of Section3700 of the California Labor
Heating
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
Cooling
Workmen's Compensation Insurance.
I, certify that in the performance of the work for which this
Ventilation
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
Hood
2.00
California.
Permit Fee
$
$
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 County of Butte to enter upon the
above-mentioned property for inspection purposes.
X Date —
Signature of Permitee, r Agent
Receipt No. I9 22
White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant
Land Development Fee 1 $
TOTAL PERMIT FEE $/9- 170
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
0'IR OR OF BLIC WORKS
14-
atee
Building permit expires Date O
This set of plans tm7 specifications MU e NOTE:—A.II P.;:_a:c;;-!; & Workmcns ,, Sh<'II Be in
kept on the job at all times and it is unl wful to Accorc!ance v:::', E:xegnized Gocd Prccti�es and
mace any chances or alteraVons-on same without of a qualityrescribed for the Specified u e in the
written permission from the Department of Public Uniform
Buld ng, Plumbing'& Mechanical Odes and
Works, County of Butte. the National Electrical Code. p
ePt%-etqz'7 9
BUTTE COUNTY
I[{( BUILDINGD7?•ARTT ,117NT ,
APP!z0VrD
The Bldg. Setback shall be 5 ft. from the
ide property lir,$ and 50 ft. from the
centerlirs of the recd, pe? miYting a ma'
mum of a 2 ft. eave overhang but entirely
out o a easnts. ,
„ep+ie s ,, , ,.
' .:cation of build-
ing drain stub -out to be as per
Butte County
He ilth Dept. Re-
quiremonta.
^'
The minimum STATE RESIDENTIAL EN RGY REQUIREMENTS for this building
of_: -20u ......... sq. ft,,Z tP!:3J09c0eg
ee Days, and
Design Temp. are: ('J3
Insulation:
lazing:
Slab edge ------ R_ '0—Single-allowed;
sq. ft..
Fdn. Walls - - - - - R _
Single -ac ual;
sq. ft.
Floors - - - - - - - - R
S,;aGi:,Lal;va d;
sq. ft.
Walls - - - - - - - - P. .00cp
.:ix l dual;
s ft.
Ceiling/ oo - - - - - R
Vapa Ear�ior,
not res�� fired
_
m ojt� i7 -ion
Circulating pipes - - - - �/UALtv:fo. Wds. & Drs.
cert. & I baled
Ducts Table 10-D U.M.C.
Swinying Doors
weatherst ipped
-
Htg. & A.C.:
Exhaust Fans
back da„ pered
---
Type
Gas Pilots
intermittent
f
BTU Max.
All Appliances
cerfifib,4 I ill
►
Wfr. Htr. Type
Other:
'
ePt%-etqz'7 9
BUTTE COUNTY
I[{( BUILDINGD7?•ARTT ,117NT ,
APP!z0VrD
The Bldg. Setback shall be 5 ft. from the
ide property lir,$ and 50 ft. from the
centerlirs of the recd, pe? miYting a ma'
mum of a 2 ft. eave overhang but entirely
out o a easnts. ,
(1
0-1
1 4)7
Q 0
rn 0
u
> a
Provide one-hour protection' on
garage side of common- wall to-
,get her
o-gether with self-closing I -3/V
thick solid-core door;
__c0NT1 Nuoos To Q.o o f s t'r E ATv+ N
C
WWI R640 MActor pec co&
a. 1�, VQ
3'0933> 3'0
i _
BUTTE CO
lNTY TM
;�..
BUILDING DEPARTMr--N?
j APPROVE :�
PROVIDE PIERS
& GIRD -ERS
v :P
�14
UNDER A -L BEARING WALLS
It!
C?l
-----------
-7
v
Oat r)
.101A
BUTTE'C'
0 NT
BUILDING Dr:P ARTh
A.PPROV