10-0028 (PAT)�v
P.O. BOX 1504 ^' VOICE (760) 777-7012
787-495 CALLE TAMPICO FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 1/12/10
Application Number: 10-00000028 Owner:
Property Address: 81312 CANTOR CT GOGUEN
APN: 764-280-999-185 -300236- 81312 CANTOR COURT
Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253
Property Zoning: MEDIUM HIGH DENSITY RES /y j
Application valuation: 5786
Contractor: JA iv J
Applicant: Architect or Engineer: ACROPOLIS MARBLE STO E & 4 r'
41230 AETNA SPRINGS
BERMUDA DUNES, CA 92203tie
- (760)880-8009
LiC. No.: 842535
-------------------------------------------------------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: C54-DO3 LicenseNo.: 535
ontractor.
/ OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State 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 the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
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 (5500)•:
(_ 1 1, 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' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
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 proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_ 1 I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
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 (Sec. 3097; Civ. C.)•
Lender's Name: 01
Lender's Address: '
LQPERMIT
WORKER'S COMPENSATION DECLARATION
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.
1 have and will maintain workers' compensation insurance, as required by 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 STATE FUND Policy Number 1932386
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 cor plwith those provlslo
Date/— cant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION CO AGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I 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 and state laws relating to building construction, and hereby authorize representatives
of this county to enter upon the above-mentioned property for inspection purposes. .
Date' ature (Applicant or Agentl:
Application Number . . . . . 10-00000028
Permit PATIO COVER PERMIT
Additional desc . .
Permit Fee . . . . '81.00 Plan Check Fee .
Issue Date . . . . Valuation . . . .
Expiration Date . 7/11/10
52.65
5786
Qty Unit Charge Per Extension
BASE FEE 45.00
4.00 9.0000 THOU BLDG 2,001-25,000 36.00
---------- :
Notes and Comments
435 S.F. ALUMAWOOD LATTICE PATIO COVER
2007 CODES
----------------------------------------------------------------------------
Other Fees . . . . . . . BLDG STDS ADMIN (SB1473) 1.00
STRONG MOTION (SMI) - RES 58
Fee summary Charged
Permit Fee Total 81.00
Plan Check Total 52.65
Other Fee Total 1.58
Grand Total - 135.23
LQPERMIT
Paid Credited Due
.00 .00 81.00
.00 .00 52.65
.00 .00 1.58
.00 .00 135.23
Bin #
Permit #
w �8
10
Project Address:az 2
City of La Quinta
Building 8r Safety Division
P.O. Box 1504, 78-495 Calle Tampico y
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
0%mer'sNatne L'-P4-"
A. P. Number:
Address: 2
Legal Description:
City, ST, Zip: b401-11 A-0 C4 2zQ S—
Contractor:
Telephone:
ep >.•:
Project Description:
Address: 2 Q � �P 4
City, ST, Zip: nJ
� G,9
220 ___ __
_ _ __-------------------------- -
Telephone:
'.;'a.�.
State Lic. # : g 2
city Lic.
Arch., Engr., Designer.
Address:
City, ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person:
Construction Type: Occupancy:
3
, `' #�$s ,r Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.: 3 S #Stories: # Units:
Telephone # of Contact Person:
# Submittal Req'd
Plan Sets
Estimated Value of Project: , ,�'c7�_
APPLICANT: DO NOT WRITE BELOW THIS UNE
Rec'd TRACIUNG PERMIT FEES
Plan Check submitted Item Amount
Structural Cales.
Reviewed, ready for corrections Plan Check Deposit
Truss Cales.
Called Contact Person Plan Check Balance.
Title 24 Calcs.
Plans picked up Construction
Flood plain plan
Plans resubmitted Mechanical
Grading plan
2. Review, ready for correctionsfuxue Electrical
Subeontactor List
Called Contact Person Plumbing
Grant Deed
Plans picked up S.M.I.
H.O.A. Approval
Plans resubmitted Grading
IN HOUSE:-
Review, ready for corrections/issue Developer Impact Fee
Planning Approval
Called Contact Person A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
�:`lr
:i
ICCdE`vafuationServke; Inc:'.
Los'An eles Busine__<s/f?egioilel Office`rY�:;.-
;36crh�or;:raan
tet ,62.699.OS43
ICC EVALUATION faz: 5Gz.5g5..,5y
SERVICE ---_o,.Y
September 14 2009
vi
Dave Perard 08-01-01
General Manager Please reference this number
Duralum Products, Inc. on all correspondence
775 'Trademark Circle, #102
Corona, CA. 92879
Dear Mr, Perard:
We recently had a request for information on the status of the above -referenced file 4. }
number. The 2008 ICC -ES file number is an open file currently under review. Once
completed the new ICC -ES report will reference the current I=code(s).
If you have questions, please contact me at (800) 423-6587, extension 3307, or by e-mail:
at mmoody@icc-es.org.
Yours very truly,
'Afilk?�t4 '7
Monique Moody
Manager, Client Relations
:mm ';
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
(951) 741-2107
March 27, 2009
Building Official
Local Authority Having Jurisdiction
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 attached standard plans idem as Job
No. GF07-0674 and containing my professional engineers stamp and signature,
comply with the roof live, snow, wind and seismic loading requirements cited in the
2006 International Building Code, 2006 -International Residential Code, 2007
California Building Code, ASCEISEI 7-05 (Minimum Design Loads for Buildings and
Other Structures) and the 2005 Aluminum Design Manual, ADM 1-05.
Please contact me at (951) 741-2107 or at ticampbell W-charter.net should you require
additional information.
--
Tom Campoa- '
P/
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING CODES:
1. THE DESIGN COMPLIES WITH 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 8 2005 ALUMINUM MANUAL -ADM 1-00 & 1-05, RESPECTIVELY
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE 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.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED
REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT.
THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH CBC & IBC APPENDIX I OR IRC APPENDIX H.
8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
9. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN
AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
DESIGN CONSIDERATIONS:
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET.
16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
18. 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 AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS
"OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR
WIDTH IF, FT), SHALL NOT EXCEED ONE (1).
21. THE RATIO (L/P), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P,
FT), SHALL NOT BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
22. 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.
23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
24. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 150 PSF/FT x 1.23 PER
TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d).
25. 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.
26. 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.
27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ
STAINLESS STEEL ( ICC -ES ESR -1917 FOR CONCRETE OR ICC -ES ESR -1385 FOR MASONRY) OR APPROVED EQUAL.
28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976
OR APPROVED EQUAL.
30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL PATIO COVERS ONLY.
31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED.
32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANCE WITH ICC -ES AC368 ACCEPTANCE CRITERIA.
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
R,`v' ,? 8 7909
e�®FES`
CIO
L~ No. 379
Exp. 31 11
CIV % ,
OFm
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I
AND IRC APPENDIX H.
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
(SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
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 CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2.
13. COMMERCIAL APPLICATIONS - CBC & IBC CHAPTER 16.
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
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 CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5105/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
IIAIR%dF7.7f177
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
GENERAL NOTES
HORIZ. WIND =
8289 ALPINE AVE., SACRAMENTO, CA 95826jSHEET
1 OF 30
REVISED BY' K K & D P
Af innA1 in MPH
FAX dfC1.7A1A calaclhlA, mah,m
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
MAX. PROD,
SEE SCHEDULE
MAX. O.H.
w, 25%OF SPAN D'
SEE
LENGTH OF STRUCTURE V
RAFTER, SEE TABLE MAX. PROD. ,
FOR SIZE SEE SCHE U E NOTE: THIS OPEN L
AND SPACING - -- MAY NOT BE
O.H
,S�O,cMq.r 2S%O OF
O
R
AOSTSpgcyG,G
OST HEIGHT -
I LENGTH OF STRUCTURE VARIES
LENGTH OF STRUCTURE VARIES
EACH COMPONENT IS INTER- I \
3EABLE WITH ANY OTHER
TENT UNLESS OTHERWISE SHOWN.
TYPE 'IF" ATTACHED M
)� Ivi'm 0 n 7009
MAX.PROJ
D
HEIGHT
SEE SCHEDULE
��lim
Fk'ST /NGe�'�OItiG
Z
E-
TAIL
B ATTACHMENT
SED WHERE
ED.
SEE SCHEDULE
FOOTING WHERE REQUIRED.
SEE SCHED. FOR FOOTING CUBE SIZE
_ATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
0 MAY NOT BE ENCLOSED OR COVERED.
OPEN LATTICE TYPES
OST WITH SIDE -
ex/ST/,VGBG,(
AO
PATIO COVER SYSTEM AS MFG. BY:
PLATES SEE DETAIL
NOTE: MAIS OPEN M N- OTB BE ED OR COVERED.
SEE SCHEDULE
?_s' S"q
ge[FC'NG
OPEN LATTICE
10, 20 & 30 psI
DURALUM PRODUCTS. INC.
RAFTER. SEE TABLE
FOR SIZE
AND SPACING
NOTE: EACH COMPONENT IS INTER-
3 1/2' SLAB ATTACHMENT
A MAYBE USED WHERE
CHANGEABLE WITH ANY OTHERC'ryG
SS -SECTION,
COMPONTENT UNLESS OTHERWISE SHOWN.
75 M
SHEET 3 OF 30
FOOTING WHERE Rolylf
ApS
0 A11 O�'4 M
LATTICE -TYPE PATIO COVERNOTE:
SEEPOST DET IL
NOTE: EACH COMPONENT IS INTER-
25SPAN '
OSTSpq 2
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCT
3 V2 -SLAB
SFFT46AgON
<F G
gC'tiG
~
S F S
F T�<FO1G
MAY BE USED
TO
EE
TC
No.:
3 1/2' SLAB
MAY BE USED
COMPONTENT UNLESS OTHERWISE SHOWN. I�
FOOTING.O
SCHEDULE
6
A
OS
SCHANGEABLE
POST HEIGHT
,
WITH ANY OTHERFF
RAFTER, SEE TABLE MAX. PROD. ,
FOR SIZE SEE SCHE U E NOTE: THIS OPEN L
AND SPACING - -- MAY NOT BE
O.H
,S�O,cMq.r 2S%O OF
O
R
AOSTSpgcyG,G
OST HEIGHT -
I LENGTH OF STRUCTURE VARIES
LENGTH OF STRUCTURE VARIES
EACH COMPONENT IS INTER- I \
3EABLE WITH ANY OTHER
TENT UNLESS OTHERWISE SHOWN.
TYPE 'IF" ATTACHED M
)� Ivi'm 0 n 7009
MAX.PROJ
D
HEIGHT
SEE SCHEDULE
��lim
Fk'ST /NGe�'�OItiG
Z
E-
TAIL
B ATTACHMENT
SED WHERE
ED.
SEE SCHEDULE
FOOTING WHERE REQUIRED.
SEE SCHED. FOR FOOTING CUBE SIZE
_ATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
0 MAY NOT BE ENCLOSED OR COVERED.
i-•
OST WITH SIDE -
SEE POST DETAIL'
AO
PATIO COVER SYSTEM AS MFG. BY:
PLATES SEE DETAIL
OATS: 51052009
?_s' S"q
ge[FC'NG
OPEN LATTICE
10, 20 & 30 psI
DURALUM PRODUCTS. INC.
NOTE: EACH COMPONENT IS INTER-
3 1/2' SLAB ATTACHMENT
A MAYBE USED WHERE
CHANGEABLE WITH ANY OTHERC'ryG
SS -SECTION,
COMPONTENT UNLESS OTHERWISE SHOWN.
I` SEE SCHEDULE
F
SHEET 3 OF 30
FOOTING WHERE Rolylf
ApS
SEE SCHED. FOR FOOPEN
LATTICE -TYPE PATIO COVERNOTE:
SEEPOST DET IL
NOTE: EACH COMPONENT IS INTER-
THIS OPEN LATTICE-TYPESCALE:N7S MAV NOT BE ENCLOSED
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCT
3 V2 -SLAB
SFFT46AgON
<F G
lki�
~
S F S
F T�<FO1G
MAY BE USED
TO
EE
No.:
RAFTER, SEE TABLE MAX. PROD. ,
FOR SIZE SEE SCHE U E NOTE: THIS OPEN L
AND SPACING - -- MAY NOT BE
O.H
,S�O,cMq.r 2S%O OF
O
R
AOSTSpgcyG,G
OST HEIGHT -
I LENGTH OF STRUCTURE VARIES
LENGTH OF STRUCTURE VARIES
EACH COMPONENT IS INTER- I \
3EABLE WITH ANY OTHER
TENT UNLESS OTHERWISE SHOWN.
TYPE 'IF" ATTACHED M
)� Ivi'm 0 n 7009
MAX.PROJ
D
HEIGHT
SEE SCHEDULE
��lim
Fk'ST /NGe�'�OItiG
Z
E-
TAIL
B ATTACHMENT
SED WHERE
ED.
SEE SCHEDULE
FOOTING WHERE REQUIRED.
SEE SCHED. FOR FOOTING CUBE SIZE
_ATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
0 MAY NOT BE ENCLOSED OR COVERED.
i-•
TOM CAMPBELL & ASSOCIATES, INC.
SEE POST DETAIL'
LENGTH OF STRUCTURE VARIES -
PATIO COVER SYSTEM AS MFG. BY:
OATS: 51052009
?_s' S"q
ge[FC'NG
OPEN LATTICE
10, 20 & 30 psI
DURALUM PRODUCTS. INC.
SCALE: NONE
POST CR
SS -SECTION,
HORIZ NAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF 30
ApS
SEEPOST DET IL
NOTE: EACH COMPONENT IS INTER-
A
OST
3 V2 -SLAB
SFFT46AgON
<F G
CHANGEABLE WITH ANY OTHER
S F S
F T�<FO1G
MAY BE USED
TO
EE
3 1/2' SLAB
MAY BE USED
COMPONTENT UNLESS OTHERWISE SHOWN. I�
FOOTING.O
SCHEDULE
NOTE: EACH COMPONENT IS INTER-
A
OS
SCHANGEABLE
TO CONSTRAIN
OPEN LATTICE -TYPE PATIO COVER
WITH ANY OTHERFF
TgS_FC"I'3 I••
SOCHEDULESEE
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING WHERE REQUIRED
SCALE: NTS
SEE SCHED. FOR FOOTING CUBE SIZE
SEE SCHED. FOR FOOTING CUBE 512E
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE 'IH" FREESTANDING MULTISPAN
TTICE STRUCTURE
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
OATS: 51052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 & 30 psI
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741.2107
STRUCTURES '
HORIZ NAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF 30
REVISED BY* K K. R 0 P.
90.100 8 110 MPH
/Qt RI AR7-7f171 FAX ED:3.151Q celocrnlrt rcalum �„
r
ATTACHMENT CHANNEL
CCC IICTAII
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25% —
OF SPAN
SEE DETAIL FOR SPLICE -
SQ, POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12'
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
11 A 11
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE —
SQ. POSTS, SIZE VARIES
3 1/2" SLAB
MAY DC USED
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
SOLID PANEL TYPES
POSTANDAT END BAYS"
NOTE: EACH COMPONENT IS
CHANGEABLE WITH ANY OTF
COMPONTENT UNLESS OTHE
„y OF \ g
O.H. STRUCTURE\\F
(MgyNOTg
F FNCL OSED)
Exp, ja
CIVIL
/'O
3EESCHFD
OPTIONAL: CANTILEVER BEAM
TOM CAMPBELL & ASSOCIATES, INC.
SEE SCHEDULE OR
I
lFs
POST SPACIN
ASHTNOFSTRU
THE qLL Np CTURE
O
Al TFRNATF•
?5 O ro Ek EfD ,
SINGLE POST
N
SEE SCHEDULE
AANES
NOTE '40 SPLICE AT
FOR
POST D AT END BAYS.IS
ATTACHMENT
CHANNEL
TOM CAMPBELL & ASSOCIATES, INC.
ALUMINUM
SEE DETAILS
ASHTNOFSTRU
THE qLL Np CTURE
ROOF PANEL MIN.
SCHEDULE
0.25" SLOPE PER FT.
PAZ V
p�ECTIpNFENCLa
10, 2083o ;DURALUM
P
S
AANES
=11EI
FOR
STRUCTURES
SED
8269 ALPINE AVE., SACRAMENTO, CA 95826SHEET
O.
8 D P
"O.H." NOT TO EXCEED 25%
90. 100 8 110 MPH
1aIF1 aR9.7n?l cax an �A�R aaloahlr4 iralum ��m
OF SPAN
SEE DETAIL FOR SPLICE
POST
OPTIONAL: CANTILEVER
BEAM
SQ. POSTS, SIZE VARIES
SFESCNE VES
SEE OS SCHEDULE
PACINGR
m
O N. NOT
3 1/2" SLAB ATTACHMENT
ALTERNATE:
?S0o
x
MAY BE USED WHERE
OF SPO
AN
PERMITTED.
SINGLE POST
SEE SCHEDULE
SEE SCHEDULE
N
MAX. HT.= 12'
TING WHERE REQUIRED -J
SCHEDULE FOR FOOTING CUBE SIZE
MAY 0 6 2909
llI'll. A TTA 11 111 Al
T ALUMINUM
ROOF PANEL MIN. 0.25" SLOPE PER FT.
SEE SCHEDULE
FOR SPANS
O.H SP
"O.H." NOT TO EXCEED 25% SPAN
OF SPAN
SEE DETAIL FOR SPLICE
POST SP
SQ. POSTS, SIZE VARIES SEESC/iF�VVG
3 1/2" SLAB
MAY BE USED ALTERNATE:
TO CONSTRAIN 811J3LE 11637
FOOTING, SEE SEE SCHEDULE
SCHEDULE
-NOTEWVO SPLICE AT THIS
POST AND AT END BAY
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
O.H V V RF VARIES
(M�,Vorl
E ENCL pSED
SEE SCHEDULE FOR
PST SPACING
H.NOTA
OF 'CEED
SPLICE A THIS
AT END BtYS.
FOOTING WHERE REQUIRED / FOOTING WHERE REQUIRED -1 5�_
SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE 11C11 FREESTANDING W/CANTILEVER OPTION TYPE IIDII FREESTANDING MULTISPAN W/CANTILEVER OPTION
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
10, 2083o ;DURALUM
P
PRODUCTS, INC.
=11EI
RANCHO CUCAMONGA, CA (957) 747-2107
STRUCTURES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826SHEET
2 OF 30
8 D P
90. 100 8 110 MPH
1aIF1 aR9.7n?l cax an �A�R aaloahlr4 iralum ��m
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
—� 2„
I.10 G tl /. O Q�A , • CA �j I` MAX. —I 2 I_—
�ti _ 6.042..
�—{r— 024"
—� L.042" j O .024"
r
32" ALUM. ALLOY 3004-H36
ALUM. ALLOY 1004-H36 q �1 ,1 p
OR EQUAL 'LII I `d 0. 3794$ OR EQUAL
�I
-� \
Exp. I
* SEE NOTE BELOW OR EQUAL 3004-H36
LS' C I'- SEE NOTE BELOW
5p a5 2 x 6 1/2" RAFTER m m DBL. 2 x 6 1/2" RAFTER m 3 x 8" RAFTER
90, i00 & 110 MPH Ll "T' m 81 90, 100 & 110 MPH c°3 90 & 100 MPH 110 MPH
(PSF) (IN.) vn, o EXPOSURE B & C (PSF) (IN.) N o EXPOSURE B & C (PSF) (IN.) y a EXP. B & C EXP. B EXP.0
16" 14'-11" 024 16 21 _1„ 042 16 28,_5„ 28,_5„ 27,_8„
.024
24" 12,_2„ 10 24" 17'-2" 10 24" 23'-2" 23,_2„ 22,_6„
16" 20,_1„ 16" 28._6„
10 .032 .032
24" 16,_5„ 24" 23,_3,.
16" 24'-10" 16" 15'-3" 16" 20'-6" 20'-6" 20'-6"
.042 .024 .042 —
24" 20,_3„ 20 24" 12'-5" 20 24" 16'-9" 16,_9„ 16,_9„
16" 10'-10" 16" 20,_7„
.024 .032 24„ 16_10„
16" 14,_7, 16" 13,_9„ 16"
18,_6., 18,_6., 18,_6„
20 .032 24„ .024 .042
30 24" 11'-2" 30 24" 15'-1" 15,_1„ 15'-1"
16" 18,_0" 16" 18'-6"
042 24" 14'-8" 032 24„ 15,_11,
16" T-8"
.024
24" T-11"
16" 13'-1"
30 .032 24" 10,_8„ * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED
AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
16" 16._7,
.042
24" 13'-2"
PROJECTION
SPAN
O.H.
Z.
h
TRIBUTARY TRIBUTARY=
WIDTH 1/2 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EOUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY WIDTH
TABLE
- CLEAR SPAN
(FT.)
O.H.
6 7 8 9 10
11 12
13 14 15
16 17 18 19 20 21
0
3 4 4 5 5
6 6
7 7 8
8 9 9 10 10 11
1'
4 5 5 6 6
7 7
8 8 9
9 10 10 11 11 12
2'
5 6 6 7 7
8 8
9 9 10
10 11 11 12 12 13
3'
— 7 7 8 8
9 9
10 10 11
11 12 12 13 13 14
4'
— — — 9 9
10 10
11 11 12
12 13 13 14 14 15
5' i
— — i — — —
11 11
12 12 13
13 14 1 14 15 1 15 1 16
PROJECTION
SPAN
O.H.
Z.
h
TRIBUTARY TRIBUTARY=
WIDTH 1/2 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EOUAL TO CENTER SPAN TO CENTER SPAN
AWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
TE: 5/05/2009
L
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psl
DURALUM PRODUCTS, INC.
ALE: NONE
RANCHO CUCAMONGA, CA (951) 741.2107
RAFTER SPANS
HORi2. WIND =
8259 ALPINE AVE., SACRAMENTO, CA 95826
VISED BY' K K & D P
90. 100& 110 MPH
/91R1 A97J071 FAY 4m-1470
SHEET 7 OF 30
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C
24" -
24" TRI -'V" PAN
L.L.= PSF
90- MPH
100- MPH
110- MPH
10
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
20
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
30 1 #14 S.M.S. 1 #14 S.M.S. 1 #14 S.M.S.
-I L" X 3 "1/Z" VV I'AIVtL
L.L.= PSF 90- MPH 100- MPH 110- MPH
1U #14 S.M.S. #14 S.M.S. #14 S.M.S.
20 #14 S.M.S. #14 S.M.S. #14 S.M.S.
30 I #14 S.M.S. I #14 S.M.S. I #14 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
MAY 0 G 2009
D„
L.L.= PSF
90- MPH
100- MPH
110- MPH
10
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
20
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
30
#14 S.M.S.
#14 S.M.S.
#14 nS.
6" / 8"x2 1/2" FLAT PAN W/(2) -V'S
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009COMMERCIAL
AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 R 30psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
PANEL FASTENERS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 6 OF 30
REVISED BY, K K R D.P
90. 100 R 110 MPH r
raiAi esi7ml FAx anzasia �aloonw�al�,m �nm
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
r-3„ I
—2 '(
3.00" SQ. CSQ. _. I3.00" SQ.
S3.00"SQ. 024" AIns 3"SO—.xt=.2�58s
032"
.DE o 0a1"'Il
075" v=4"SO.xt=.188
6.5" 3, O o II
14"R AM;. NK =5"SQ.xt=.188„
ii
AEO
TYP. .040" ALUM.
032" .048"STEEL
4.0" OR 5.0"
5/8" PLASTIC PLUG 28
t—L Jcm� "
O
3" SQ. ALUM. POST 3" SQ. ALUM. POST 3 M. T MAG POST SQUARE
WITH SIDE PLATES O ALUM. A 3004- 36 3" SQ. ALUM. POST STEEL POST
ALUM. ALLOY 3004-H36 _3" SQ. STEEL POST
ALUM. ALLOY 3004-H36 ASTM A653 D ALUM. ALLOY 6063-T6 ASTM A36 GRADE 40
ALUM. ALLOY 3.00" 2,
6063-T5 2.40""'
1.375" CL 7/16" OHOLE 56" 2 FLANGES
2 1/8" APART
0 75"
0i'� ASTM GRADE 36 STEEL 1';25 215
ALUM. ALLOY
6063-T5
"H" BRACKET
3" x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
/
LIVE LOAD =
75"
75"
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BASE FLARES
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
o
SCALE: NONE
REVISED RV• K K & D P
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES
HORIZ. NAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
1 .60"
TYP
19187 4527071 FAY AOfL1F1C
_ __ _
SDEOFDFLANGES
1.50
USE FOR 3"
1� 775"
INSTALL WASH. PLATE 090" TYP.
POST ONLY
q,s.so m HOLE
1-3/8"
I Ye" x 5/16" x SY2" WHEN USING
T
IN 110 MPH WIND AREA
2- 5116"0 HOLES
& HOLES
TYP. EA. SIDE
.090" BRACKET FOR 3" POSTS
ALUM "T" BRACKET
STEEL "T" BRACKET 5
T=.060" TYP — --
S` 3
MAY 0 6 1009
SCREWS
(2.5" P'ENE. EA. STUD) I
ALUM. ALLOY
6063-T5
"H" BRACKET
3" x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN/
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED RV• K K & D P
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES
HORIZ. NAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
90. 100 & 110 MPH
19187 4527071 FAY AOfL1F1C
SHEET 9 OF 30
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36 .060"
1.50"
1.50„
_ t= 0.04".010"x90" 202"
to oWALL
``' ri FASTENERS
ROLLFORMED HANGER
.281"
ALUM.ALLOY
6063-T6
.060" 1.500 l B
EXTRUDED HANGER CHI NEL
R,F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET. \
ALUM. PANEL 2x OR/
3x ALUM. RAFTER
FASCIA BOARD EXIST. EAVES, RAFTER
ALLOWABLE PROJ, EXISTING EAV
SEE TABLE BELOW OVERHANG—
EXISTING
VERHANG -
EXISTING EAVE CONNECTION
WALL FASTENERS
SEE TABLE
25"R
104 SMS @ PANEL
LOCKS OR #8 SMS
AT EA. CONTACT
WIND
AT 2x FASCIA
206{/
DESIGN
CONTINUOUS A- RAIL
OCCURS)
ROOF PANEL
3 (WHERE
ALUM.ALLOY
lu)
LL=10 LL=20
I.-:
6063-T6
#14 SMS @ EA. CONTACT
w
WALL CONNECTION
O
ALUM.ALLOY
6063-T6
I.R. HANGER
2,740"
T=.060" —
WALL FASTENERS
SEE TABLE
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN
W/ SIMPSON A35
16" O.C. CELL AT FASTENER) OR CONC.
LL=30
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10 I LL=20 LL=30
90
A BorD
13orD E E E J J K
100
BorC 8orD
BorD E E E J J K
110
D BorD
BorD E E E J J K
10'-8"
DESCRIPTION OF LAG SCREW (SEE NOTE BELOW)
5'-6"
A=3/8" 0 x 1 1/2" @ 12" O.C.
'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE-
zz
B=3/8"O x 1 1/2" @ 8" O.C.
`K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
w¢w
C=7/16" 0 x 1 1/2" @ 10" O.C.
HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
u)wo-
D=7/16"0 x 1 1/2" @ 12" O.C.
2'-0"
LLF�
E=3/8" 0 x 4" @ EACH STUD
16-9"
F=7/16" 0 x 4" @ EACH STUD
EXIST. RAFTER
,•iAY 0 6 2669 V i
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2 x 4
FULL OR
..
16" OC
1'-6"
16'-8"
13'-10"
9'-3"
2'-0" 11'-8" 8'-8"
5'-10"
2" x 4
FULL
24" O.C.
V-6"
10'-8"
8,-3"
5'-6"
2'-0" 7'-0" 4'-6"
S-0"
2"x6" FULL OR
2"x8" NOTCHED
24" O.C.
2-D"
17'-6"
14'-0"
9'-6"
2"x8" FULL
24" O.C.
2'-0"
29'-3"
25'-0"
16-9"
NOTE: AT 10, 20 & 30 L.L. MAY USE:
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. (2 LAG SCREWS PER STUD)
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4,
RESPECTIVELY
APPROVED 3" OR 4"
INSUL. ROOF PANEL
1
No.
Dr -
A EX(?.3
W
N
0
0
'O
Z7
A
N
0
O
4 SMS T&B
AT 12" O.C.
,•iAY 0 6 2669 V i
10# L.L.=(2)#14 SMS EA. SIDE
1 1/2" 20#/30#L.L.=(2)#14 SMS EA. SIDE
3/16"
U -BRACKET
8„ 0 STEEL
XI -0
__ __
OR 1 1/2"
1l4"0 HOLES,TYP.
0 NOTE: PROVIDE WATER
HANGER CHANNEL
AND BRACKET
$' O PROTECTION, METAL FLASHING
t 2" X 6 1/2" OR
00 (' CAUCK JOINTS AND SLOPE
15" MIN. 3" X 8" ALUM.
I TO DRAIN
I RAFTER
TYPICAL BRACKET AT EVERY 2x
1 1/4"
8269 ALPINE AVE., SACRAMENTO, CA 95826
\ FOR SPAN SEE ALLOWABLE
//���
\ J /
\�
DECK/RAFTER SPAN TABLE
EXISTING WOOD STUD FRAMING 6—
EAVE LENGTH
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
2xfi OR 2x8 LEDGER
2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf
2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf
(2" MIN. PENETRATION INTO
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
AND BRACKET
RAFTER
) ti14x1 3f4"
14x31/2' W. S. PATIO f4
DURALUM PRODUCTS, INC.
EXISTING WOOD STUD)
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
ATTACHMENTS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
RAFTER TO
WALL CONNECTION
//���
\ J /
\�
NOTE: PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
/P1Fi eF7-7r19t Pox Ana -191P
SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET
MAY BE MOUNTED
4/
BRACKET CONNECTION BELOW RAFTER W/
SAME CONNECTION'S.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
AND BRACKET
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
ATTACHMENTS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 30
REVISED BY' K K & D P
90, 100 & 110 MPH
/P1Fi eF7-7r19t Pox Ana -191P
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
COLUMN / POST TYPES
& SURFACE MOUNT AND EMBEDMENT DETAILS
LIVE LOAD =
'
ALUM.'T"BRACKET USE WITH
POST TYPE 8,C,D, OR E.
STEEL POST ONLY:
'
SURFACE MOUNT
"T" BRACKET
DURALUM PRODUCTS, INC.
STEEL: T"BRACKET USE WITH
; USE POST TYPE
F. G, H, J OR K
(3)-5/8"0 BOLTS
FOR POST TYPE J
3"SQ. POST
c0 3"SQ. POST W/
(2)-#12 SMS EA.
3" SO. POST
POST TYPE B,C.D,E,F,G,H,J OR
ALUM.'T"BRACKET:
USE ((2 -3L ft0 HILTI
K.
I
I `
j I
I
45"
SIDE OF POST OR
1/4" M.B. THROUGH
KWOR EQUAL
STEEL:T BRACKET:
Ip1A1 dF7-7!171 PAY an%-i.r1A ealnelnlAi,raL,m r
I t
112 DEPTH
I I
(2)-112"0 BOLTS 16" INSERT
FOR ALL OTHER
USE (2)-3/8'0 HILTI KWIK
R
FOOTING OR I I
x 'IBB
CONDITIONS 4
POST
SEE NOTES BELOW
BOLTS OR EQUAL
12" MIN. EMBD. I I
ASTM A3'
(2)-3/8"0 HILTI "KWIK"'
(2" MIN. EMBEDMENT DEPTH
I ;,
j5"
STEEL
BOLTS, OR EQUAL, EACH
FOR KWIK BOLTS
T.O.C..t
BRACKET TO SLAB.
c�S
PLIT.
MINIMUM DISTANCE TO
EDGE OF SLAB = 2-1/2"
d
LL
.BASE
AS"TM A572 STEEL
e
w p
DEPTH ,
U' =
3/16"
4.1 ...a
. ; SLAB SHALL BE IN
• ,.. GOOD CONDITION
a POURED CONCRETE
FOOTING SEE NOTE
F ti
w
'...,
3" SO. POST (STL.)
. p
(1)-1/2"OM.B.
OR FLUTED
'
3 1/2" MIN.
FOR SIZE
SEE FOOTIN
x9" LONG, 1" SQUARE
OR 4" SQ. POST(STL.)
SCHEDULE QUAR
FROM END SEE FTGS,
INSERT
OF POST SCHED.
PL.SIS_. -__
'THK.
EXISTING SLABO7
3" SQ. POSTS TO CONC. FOOTING
8O
SQUARE POST EMBED. O
INTO FOOTING
_
1 1/2" 1 6" 1 1/2"
WELDED STEEL BASE PLATE I'
ATTACHED
ATTACHED ONLY
NOTES.
BASE PLATE SCHEDULE
ALTERNATE FTG.
FOOTING & ANCHOR BOLTSPLATE
SIZE I MAYBE USED WITH POST TYPE, SEE SHT.8
1. DO NOT USE ALUM. "T'
BRACKET WITH 3X8 BM.
W/INSERT, MAG. BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE, 2" X
X" X 0'- " AT STEEL "T'
ORACKET.
tlAY 0 6 7009
9" SQ. x 5/8" B, C, D, F, G, 8 H
CUBE SIZE SQ. 18" DEEP ' CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18" 18" SQ. 12"
BOLTS
20" 21" SQ. 12"
23" 8 24" CUBE
(2)-1/2"0
3 1/4"
22" 25" SQ. 16"
25" . 30" CUBE
(4)-1/2"0
3 1/4"
24" 28" SQ. 20"
26" 32" SQ.
31"-34"CUBE
(4)-5/8"0
4"
FREESTANDING
23"
3. POST TYPE F
DO NOT USE STEEL "T'
BRACKET W/ 7" I -BEAM.
BASE PLATE ANCHOR
28" 35" SQ. 25"
35" - 39" CUBE
(4)-314"0
4 3/4"
BASE PLATE
ANCHOR BOLTS (SIZE &TYPE)
30"
39" SQ. 28„
Q�pFES�I��I/
32" 43" SQ. 30"
40" - 42" CUBE
(4)314 0
4 3/q„
9"x9"x 5/8"
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
STEEL PER I.C.C. ESR -1917 OR EQUAL
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
34" 47" SQ. 32"
�(/ � A /�j
(4 3/4" EMBEDMENT DEPTH)
34„
36"
51" SQ.
I.C.C. EVALUATION SERVICE INC., ESR -1917
OR EQUAL.
�
Lu ~ No.37948 m
Exp31
38" 55" SQ. 37"
42"
64" SQ. 411"
44"
69" SQ. 43"
CNI
• CUBE FOOTING WI 3 i/2" SLAB
'
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
DRAWN BY: KK,
TOM CAMPBELL & ASSOCIATES, INC.COLUMN
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20830 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: K K R 0 P
90. 1008 110 MPH
Ip1A1 dF7-7!171 PAY an%-i.r1A ealnelnlAi,raL,m r
SHFFT 10 ()F 30
HEADER. BEAM TYPES . & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP I GUTTER EXT. CLIP
2.00" SPLICE WHERE
1.79" OCCURS —�
�n
cD 73„ 2.57" 4.6"
2.19"
2.08" 2'0 oss..
--r
2.93" TYP.
.038" R.F. GUTTER
FASCIA -ALUM. ALUM. ALLOY
ALLOY 3004 -H366063 -T6
6.5" ROLLFORMED A 4.5" GUTTER O
1- 3 -�
SPLICE
WHERE 4" SPLICE W
OCCURS 070 OCCI
TYP.
ALUM.ALLOY
6063-T6 O
F
4" I -BEAM
3.0"
�—
F7
__F
042"
LL_A
ALUM. ALLOY 3004-H36 O
OR EQUAL
3 x 8 BEAM W/ STL. INSERT
ALUM.ALLOY
6063-T6 O
7" I -BEAM G
3" � 8"
MAX. —1 3"
.042
ALUM. ALLOY 3004-H36
OR EQUAL O
DBL. 3 x 8 BEAM
ALUM.ALLOY
6063-T6 O
MAG. GUTTER C
J 2"� 6.5„
.024"
--� f .032"
.042"
ALUM. ALLOY 3004-H36 OR EQUAL
J
2 x 6 RAFTER
11 25"I
I
T=14 GA,
7.875" ASTM A653 GRADE 50
625"
--I 2.875"
O
3 x 8 BEAM
STEELINSERT
SPLICE WHERE
OCCURS
ALUM.ALLOY
6063-T6
MAG BEAM
3.00" SQ. f
—�1.00If
MR048'
ASTM A653 GRADE 40
O3" SQ. STEEL BEAM E
3" 6.5"
MAX. 2"
—� �—
.032"
ALUM. ALLOY 3004-H36 OR EQUAL J
3.0" If
L
—� �-- .042"
8.0"
1
ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 2 x 6.5 BEAM I 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. STE
No.
Exp. _
r)r Al
Ee
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.LIVE
LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5I05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
BEAM TYPES
HORIZ. VNND =
8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 30
REVIRED BY: K.K. & D.P
90. 100& 110 MPH
MiAi aszTml PAY envlalc camehilrluralnm rnm
DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION
'
)BEAM SPLICE TO
OCCUR DIRECTLY OVER 5/8" 0PLASTIC
1 1/2" OR 2"LATTICE #8 S.M.S.
Y
I POST. NOT PERMITTED PLUG WHERE
ALTERNATE 1/2" DOUBLE RAFTER- @ 2 -POST UNITS SCREW IS INSIDE
BOLT CONNECTIO PLAN 2 CcD-6 SCREWS
AI TERNATE : PER SIDE I
4414 S.M.S. EACH .5" 5' #14 SMS MAY
- - RAFTER TO COL. BE USE AS
C 3.5" ONNECT. (8 -TOT.) 3.5" ALTERNATE TO
3.5"
.5"
1/4"0 BOLTS
- -
8" BEAM
_ 4.5.06" oORo �I
1 6414 SMS EA.
SIDE 1 I 6 1/2" SIDEPLATE EA.
3"x INSERT
(D I ° I ALTERNATE : #14 SMS EA. SIDE I SIDE SEE POST SCHED.
INSERT ATTACHED OR I I
(2)-2x6.5" OR TOP, MID HEIGHT
3"x WSTL. POST COLUMN (2)-3"x8"HEADER
FOR FREESTANDING AND BOTTOM.
J.�)� (2)-1/2"BOLT 3"SQ. POST BETWEEN SIDE PLATES
BEAM TO POST CONNECTION
2"x 6.5" SIDEPLATE
POST SCHEDULE 21
DBL. RAFTER / DBL. HEADER CONN. 9
3" SQ. x.032" + (2)-2" x 6 1/2" x.024"—
SQ. x.032" + (2)-2" x 6 1/2" x.032
❑1 W/ (6)-#14 S.M.S. EACH SIDE. ❑2 W/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING
EXIST.
SHEATHING II'AI 0 6 10019
#8 S.M.S. EACH SIDE
LATTICE 1 1/2" OR 2" 2"x6" LEDGER (NEW OR EXIST.)
Uri
X !` (2) 3/8" LAG SCREW - ®� C1
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION (4 -TOTAL)
ALTERNATE:
ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER
3"xTW.024" (1) - 1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLEHEADER CONN. 20
1i
«� EXIST
OR EQUAL
PENE.INTO EACH WOOD STUD
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG, BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
IMIA14157-7n7i
SCALE: NONE
REVISED 9Y' K K & 0 P
RANCHO CUCAMONGA, CA (951) 741-2107
CONNECTIONS
HORIZ. VIAND=
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 14 OF 30
90. 100 & 110 MPH
FnX 410'L1510 calec/nlrliimliim rnm
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" BEAMwIINSERT
FOR ATTACHED PATIOS
OR 3"x8"BEAM
>_
MINIMUM NO. OF POST
I¢-
O Z m
FREESTAND
ATT.
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
FREESTAND
ATT,
H r
TYPED FOOTNOTE:
co O
U L)
X Q
MAX.POST
SPACING
MAX.POST
SPACING
SPACING
MAX.POST
SPACING
m o
POST TYPE 1 POST TYPE 2
MIN
PAIN.
MIN.
MIN.
F—
EL z
1n O
FTG.
POST
FTG.
FTG.
POST
FTG.
FTG.
POST
FTG.
FTG.
POST
FTG.
F -
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
(IN.)
-TYPE
(IN.)
(IN-)
TYPE
(IN.)
EXP. B EXP. C EXP. B EXP. C
4'
17'-0"
14'-4"
32
G
17
�2
39
G
21
16'-4"
34
G
20
29'-11"
39
G
23
6
2
2
2
2
5'
13'-7"
13'-4"
32
G
18
17'-"6, 6„
34
G
22
14'-8"
34
G
20
26'-9"
39
G
24
7,
2
3
2
2
6'
11'-4"
12'-6"
32
G
19
15-8"
34
G
22
13'4"
34
G
21
24'-5"
39
G
24
6'
2
3
2
2
7'
9'-8"
11'-7"
29
G
19
14'-6"
34
G
23
12'-4"
34
G
21
22'-7"
39
G
25
9,
3
3
2
2
13-11"
8'
8'-6"
10'-10"
29
G
20
13'-7"
34
G
24
11'-7"
30
G
22
21'-2"
39
G
26
,D•
3
3
2
2
13'-0"
9'
7'-7"
10'-3"
29
G
20
12'-1 "
34
G
24
10'-10"
30
G
22
19'-11"
39
G
26
11•
3
4
2
2
12'-3"
29
G
21
12'-2"
34
G
24
10'-4"
30
G
23
18'-11"
39
G
27
12•
3
4
2
2
10'
6'-9"
9'-8"
11'-8"
11'
6'-2"
9,-3„
29
H
21
11,_7, "
30
H
25
9'-10"
30
H
23
18'-0"
34
H
27
t3'
4
4
2
3
11'-1
29
H
22
11'-1"
30
H
25
g'-5"
30
H
23
17'-3"
34
H
27
14'
4
5
2
3
12'
5'-8"
8'-10"
10'-7"
32
H
2210'
8'10.2„
34
H
25
9'-1"
34
H
24
16'-7"
34
H
28
15'
4
5
3
3
13'
5'-2"
8'-6"
14'
4'-10"
8'-2"
32
H
22
10-3-10„
34
H
26
8'-9^
34
24
16'-0"
34
H
28
,s'
4
5
3
3
15
4'-6"
7'-11"
32
H
23
9'-119.6,
34
H
26
8'-5"
34
H
24
15'-5"
34
H
28
17'
5
6
3
3
32
J
23
9-7
34
J
26
8'-2"
34
J
24
14'-11"
34
J
29
18,
5
6
3
3
16'
4'-3"
7'-8"
2
17'
4'-0"
7'-5"
32
J
231.,
34
J
27
7'-10"
34
J
25
14'-6"
34
J
29
,B'
5
6
3
3
18'
3'-9„
7,-3„
32
J
24
9 1
34
J
27
7'_5"
34
J
25
14'-1"
34
J
29
20'
S
6
3
3
8'-8'
19'38
3'-7"
7'-0"
J
24
8'-10"
6-5"
39
J
27
7-0'
39
J
25
13'-9"
39
J
29
FOOTNOTE:
HEADER AND OR MIN. NO. OF POST
B, 7„
20
3'-4"
6'-10"
38
J
24
39
J
27
"
8..
39
25
13'-4"
39
J
30
REQUIRED SPACING MUST EXCEED
ALLOWABLE SLAB SPACING
OR LESSER MUST BE USED
Q
S®�J
�A ��
1
AI I� l!
/ii J FOOTNOTE:
�Q�
COL. TYPES
COL. TYPES
D-1 = .024
D-2 =.032
SIDEPLATES,
SIDEPLATES,
USE ON CONC. SLAB ONLY
ON CONC. SLAB OR FOOTINGS
NOTE:
FOOTING SHOWN REPRESENTS LENGTH
OF
�)
EACH SIDE OF CUBED FOOTING WITHOUT
WHERE SLAB OCCURS, CUBED FOOTING
SLAB.
SIZE
CD f—
UJI N�+' .1�
8
FOOTNOTE:
"SAMPLE"
MAY BE REDUCED 6" EACH SIDE FOR
FREESTANDING
ONLY.
Exp
FIGURE
INDICATES EXPOSURE
B
/0-
FIGURE INDICATES EXPOSURE C
.j
ONE
SEE ALTERNATE FOOTING TABLES
ADDITIONAL
FOOTNOTE:
WHERE
ONLY
FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED & SHT. 24
FOR FREESTANDING
'
DRAWN BY: K.K.
TOM CAMPBELL & ASSOC �TTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL POST SPACING TABLE
FREESTANDING
10, 20 & 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED 0Y: K.K. & D, P.
RANCHO CUCAMONGA, CA (951) 7 -2107 AND ATTACHED
.. ..
HORIZ. WIND =
90. 100 & 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
rg1A+a.4J.7n71 FAY ena.i s+o <mP<nm,�im ��m
SHEET 26 OF 30
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
cNT In Fna ATTACHFn & SHT 24 FOR FREESTANDING
Lu
N,�
Exp.
Cr
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE* INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
10# L.L. 90 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
H
Z,0
~
J
m
v v S
¢
a z
O
3" SQ.
STEEL
BEAM
DBL. 3"x8"x.042"BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEERING
POST SPACING TABLE
FREESTANDING
10, 20 & 30 psf
DBL.2"x6.5"x.032"
OR 3x8
BEAM
BEAM
SCALE: NONE
T x811 BEAMMINSERT
AND ATTACHED
HORIZ. WIND =
-ATT. I� r
o
m
FTG.
(IN.) ~
21 6•
22 7,
23
23 9.
24 10'
24 11,
25 12'
25 13'
26 14'
26 15,
26 16'
27 17'
27 18,
27 19,
27 2q
28 FOOTNOTE:
HEADER
28 REQUIRED
ALLOWABLE
OR LESSER
SIDEPLATES,
SIDEPLATES.
FOR
MINIMUM
TYPE
ATTACHED
NO.
O
PATIOS
OF
FOOTNOTE:
POST
'
MAX.POST
SPACING
FREESTAND
ro+al ec7.7mi cnx anzlRiQ cnloc!lOAural„�, ,.,m
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
MAX
MAPOST
POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
FTG.
(IN.)
MIN.
TYYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
TPM 0%
FTG.
(IN.)
FTG.
(IN.)
MIN.
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN
NpE
POST
TYPE 1
POST TYPE
2
EXP. B
EXP. C
EXP. B
EXP. C
4'
17'-0"
14'-4"
32
G
16
19'-2"
38
G
20
16'-4"
32
G
20
29'-11"
38
G
2
2
2
2
5'
13'-7"
13'-4"
32
G
17
17'-2"
32
G
20
14'-8"
32
G
.20
26'-9"
38
G
2
2
2
2
6'
11'-4"
12'-6"
32
G
18
15'-8"
32
G
21
13'-4"
32
G
21
24'-5"
38
G
2
2
2
2
7'
9'-8"
11'-7"
29
G
18
14'-6"
32
G
22
12'4"
32
G
22
22'-7"
38
G
2
3
2
2
8'
8'-6"
10'-10"
29
G
19
13'-7"
32
G
22
11'-7"
29
G
22
21'-2"
38
G
2
3
2
2
9'
7'-7"
10'-3"
29
G
19
12'-10"
32
G
22
10'-11"
29
G
22
19'-11"
38
G
3
3
2
2
10'
6'-9"
9'-8"
29
G
20
12'-2"
32
G
23
10'-4"
29
G
23
18'-11"
38
G
3
3
2
2
11'
6-2"
9'-3"
29
G
20
11'-7"
29
G
23
9'-10"
29
G
23
18'-0"
32
G
3
4
2
2
12'
5'-8"
8'-10"
29
G
20
11'-1"
39
G
24
9'-5"
29
G
24
17'-3"
32
G
3
4
2
2
13'
5'-2"
8'-6"
32
H
21
10'-8"
32
H
24
9'-1"
32
H
24
16'-7"
32
H
3
4
2
3
14'
4'-10"
8'-2"
32
H
21
10'-3"
32
H
24
81-91.
32
H
24
16'-0"
32
H
4
4
2
3
15'
4'-6"
7'-11"
32
H
21
9'-11"
32
H
24
8'-5"
32
H
24
15'_5"
32
H
4
5
2
3
16'
4'-3"
7'-8"
32
H
22
1 9'-7"
32
H
25
8'-2"
32
H
25
14'-11"
32
H
4
5
2
3
17'
4'-0"
7'-5"
32
H
22
g'-4"
32
H
25
g'-0"
32
H
25
14'-6"
32
H
4
5
3
3
18'
3'-9"
7'-3"
32
H
22
9'-1"
32
H
25
7'-8"
32
H
25
14'-1"
32
H
4
5
3
3
19'
3'-7"
7'-0"
38
H
22
8'-10"
38
H
25
7,-6„
38
H
25
13'-9"
38
H
'
AND OR
SPACING
SLAB
MUST
USE
ON CONC.
MIN.
MUST
SPACING
BE USED
ON CONC.
SLAB
NO, OF POST
EXCEED
SLAB
OR FOOTING
ONLY
20'
3'-4"
6'-10"
38
H
122
8,-7"
38
1
-ES.S
38
H
26
13'-4„
38
H
C7
(f�
C
���(3
FOOTNOTE:
COL.
COL.
TYPES
TYPES
'
D-1 =.024"
D-2 =.032"
Lu
N,�
Exp.
Cr
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE* INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
ofuwN BY: K K.
TOM CAMPBELL &ASSOCIATES, IN
LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5105!2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEERING
POST SPACING TABLE
FREESTANDING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 7 1.2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
SHEET 25 OF 30
REVISED BY: K.K. 8 0 P.
90.100a 710 MPH
ro+al ec7.7mi cnx anzlRiQ cnloc!lOAural„�, ,.,m