PAT (09-1141)61785 Living Stone Dr
09-1141
Application Number: i 09-00001141
Property Address: 61785 LIVING STONE DR
APN: 764-280,-999-28 -300236-
Application.description: PATIO COVER - RESIDENTIAL
Property Zoning: MEDIUM HIGH DENSITY RES
Application valuation: 2514
Applicant:
Architect or Engineer:
------------------
LICENSED CONTRACTOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
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: License No.:
Date: Contractor:
OWNER-BUI DECLARATION
I hereby affirm under penalty of perjury that I am exempt from th 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 ($500).:
(_) 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' 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 1, 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 ISec. 3097, Civ. C.).
Lender's Name:
Lender's Address:, -
LQPERMIT
Owner:
KARCHER
61785 LIVING STONE DRIVE
LA QUINTA, CA 92253
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/30/09
Contractor: D� d
Owner
------------------------ --- !Z?_3 0'2009 �
91YO LAQUITA
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.
I 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 Policy Number
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 f the Labor Code, I shall forthwith comply with those provisions.
Date: _aj pPlicant: .
WARNING: FAILURE TO SECURE WORKERS' C ENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS (5100,000). 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
's 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 cou ty t enter upon the above-mentioned property for inspection purposes.
Date ' Signature (Applicant or Agent):
Application Number .
. . . . 09-00001141
Permit
PATIO COVER PERMIT
Additional desc .
Permit Fee
54.00 Plan Check Fee
35.10
Issue Date . . . .
Valuation
2514
Expiration Date
4/28/10,
Qty Unit Charge
Per
Extension
BASE FEE
45.00
1.00 9.0000
THOU BLDG 2,001-25,000
9.00
-------------------------------------------------------------------------
Special Notes and Comments
189 S.F. WEATHERWOOD
OPEN LATTICE PATIO
COVER. 2007 CODES.,
-------------------------------------------------------------
Other Fees . . .
. . . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI).- RES.
.50
Fee summary Charged
Paid Credited
Due
Permit Fee Total
54.00 .00 00
54.00
Plan Check Total
35.10 .00 .00
35.10
Other Fee Total
1.50 .00 .00
1.50
Grand Total
90.60 .00 .00
90.60
LQPERMIT
Bin #
Permit #
( A\
Project Address:' 7S
City of La Quinta
Building ex Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
-Building Permit Application and Tracking Sheet
"C? Owner's Name:
A. P. Number:
Address:
c
City, ST, Zip: LA a.4 �j2Z5'S
Telephone: -
Legal Description:
Contractor: L �.
Address: .&V Vie
Project Description:
City,ST,Zip: /, Uis AZz��'
Telephone: GO . —777 cOGS-0
City Lic. #: 3Z5
State Lie. # '71G I- (M
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person: W.�C401k
l
'
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: (-Q.
66'i - 1% O(3
Estimated:Value of Project: Z
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING.
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
a
Energy Calcs.
Plans picked up
Construction
y
Flood plain plan
Plans resubmitted
Mechanical
Grading. plan'
2°" Review, ready for corrections/issue
Electrical
Subcontactor 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
_.�� _._......,;.A-�:=— .._-•'.�-1�r,-..._ - r --^1] .............._.--TVINE OETAIL.._..-----'-
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TO SUPPLY MOUNTINGBRArMS
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. 1-47
EXISTING CONCRETE:
"TO BE POURED BY
Ql�f:��� ' SHEA HOMES TRILOGY
Is i DURING PRODUCTION"
I
C U S T O M S H A D E S T R U C T U R E S "�"" -• 1 SCH 40 PVC TO BE
Charles Tunstead ', USED
Owner
�.,I.
PO'Box 5806760.777.2650
La Q:s•7072
charles0fifetImepatios.com FA X: 760.345A922
,
TOM CAMPBELL & ASSOCIATES; INC.
Commercial and Residential Structural Engineering
(951) 741-2107
May 7, 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 at the site
address noted below, with solid roof panels or lattice purlins, as cited in the attached
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
loading 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 and 2005
Aluminum Design Manual, ADM: -01 and ADM -05.
The standard plans accompanying this letter must properly identify all site-specific
information necessary for plan submittal to the local authority having jurisdiction by
highlighting those structural framing member sizes and details relevant to the patio
cover's construction at the address noted below. All work relevant to the construction
of the approved patio cover must be in accordance with the attached standard plans
as approved by the local authority having jurisdiction.
Please contact meat (951) 741-2107 or at ticampbell(cDcharter net.should you ,
require additional information. 1���
'.. , i
Sincerely,.CD
No. 3 rn
Exp
Tom Campbell, PE _
r 31
_ sp CML@.
_ q�OF CAL�F�
Site Information
Owner's Name1�-Q�,�%�%
Address U 1--:7 65; b VAN
City/Town Ou i -N r -
State
�
1
F
1
GENERAL- NOTES:
,DESIGN COMPLIES WITH THE 2006 1
E/SEI 7-05'MINIMUM DESIGN LOADS
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
2006 1NTERNATIONAL`RESIDENTIAL�CODE; 2007,CALIFORNIA BUILDING
UCTURES-AND THE.2000_& 2005`ALUMINUM MANUAGADM 1-'60"A 1-'05'R
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.
• 1 -
MAV 0 90,19
DESIGN CONSIDERATIONS: DESIGN LOADS:
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. 11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I
16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. AND IRC APPENDIX H. '
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 ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
ASCE/SEI 7, SECTION 6.5.7.1.
19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
"OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR
WIDTH (P, FT), SHALL NOT EXCEED ONE (1). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. ,..
21. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, 100 MILES PER HOUR, EXPOSURES B AND C.
FT), SHALL NOT BE LESS THAN ONE (1).- 110 MILES PER HOUR, EXPOSURES B AND C.
MATERIAL SPECIFICATIONS: SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
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. 12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2.
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 13. COMMERCIAL APPLICATIONS - CBC & IBC CHAPTER 16.
ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
ASTM A653, GRADE 40.
26. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
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. ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
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.
90 MILES PER HOUR. EXPOSURES B AN D C.
28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 WIND LOADS: 100 MILES PERHOUR. EXPOSURES B AND C.
OR APPROVED EQUAL. 110 MILES PER HOUR, EXPOSURES B AND C.
30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL PATIO COVERS ONLY. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED.
32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANCE WITH ICC -ES AC358 ACCEPTANCE CRITERIA.
IVU I CJ. /ALL VUIVIr'UIVCIV
1 J mf[L IIV I �l "
v1 -1 -vv v - - -..-, . , .-.r
__jPATIO
COVER SYSTEM 0Y:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
INC.MFG.
DURALUM PRODUCTS, IN
DATE: 5I05l2009
CTU
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RESIDENTIAL
GENERAL NOTES
10, 20 & 30 psf
HORIZ. WIND =
8289 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 1 OF 30
SCALE: NONE
RANCHO COCA ONGA. CA 741-2107
R(1 1(1(1R'I1(1 MPH'
lAtPl dF7-7f17'1 FAX dM-'IFlp caloNnlrh rah,m rnm
REVISED BY: K.K. 8 0 P
SEE SICHEI
T
LENGTH OF STRUCTURE VARIES
NOTE: EACH COMPONENT ISINTER-
CHANGEABLE WITH ANY OTHER_�.'*�_
COMPONTENT UNLESS OTHERWISE -SHOWN-. �
OPEN LATTICE -TYPE PATIO COVER
SCALE:NTS
RAFTER, SEE TABLE MAX•PROJ.
FOR SIZE SEE S-6 l
AND SPACING /.
HEIGHT
LENGTH OF STRUCTURE VARIES
OST WITH SIDE
"
PLATES SEE DETAIL
3 172' SLAB ATTACHMF
MAY BE"USED WHERE
IT)- S" PERMITTED.
�ge(gC �
/NG�Ir - r' SCHEDULE
FOOTING"WHERERE OUREO.
SEE SCHED. FOR FOOTING C
NOTE: THIS OPEN LATTICE-TYPIESTR
MAY NOT BE ENCLOSED OR _AC
NOTE: THIS OPEN U
— MAY NOT BE
r_ No.
HEIGHT
LENGTH OF STRUCTURE VARIES
EACH COMPONENT IS INTER-
;EABLE WITH ANY OTHER a
TENT UNLESS OTHERWISE SHOWN.
TYPE "F" ATTACHED MI
�i t""AY o n 2099
MAX. PROD.
SEE SCHEDULE
HEIGHT
III Z
E•TAIL
B ATTACHMENT
SED WHERE
ED.
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.
OPEN LATTICE TYPES
OpST
ISSIZE
SPACING
MAX. PROD.
\`{/ POST CR SS -SECTION.
DET IL
SNOTE: THIS OPEN LATTICE -TYPE STRUCTURE EE SCHEDULE
ST/NGS7//(
MAY NOT BE ENCLOSED OR COVERED.
SEE SCHEDULE
O/NO
RAFTER, SEE TABLE
MAX. O.H. 0.
25% OF SPANAND
FOR SIZE
SPACING
NOTE: EACH COMPONENT IS INTER-
po5 MAV BE USED
IN
4
P'r%6p'
9p'1'p
NC
OV O.H. _
! pSFRyq 2,m, -,6,F SPAN
SEE SICHEI
T
LENGTH OF STRUCTURE VARIES
NOTE: EACH COMPONENT ISINTER-
CHANGEABLE WITH ANY OTHER_�.'*�_
COMPONTENT UNLESS OTHERWISE -SHOWN-. �
OPEN LATTICE -TYPE PATIO COVER
SCALE:NTS
RAFTER, SEE TABLE MAX•PROJ.
FOR SIZE SEE S-6 l
AND SPACING /.
HEIGHT
LENGTH OF STRUCTURE VARIES
OST WITH SIDE
"
PLATES SEE DETAIL
3 172' SLAB ATTACHMF
MAY BE"USED WHERE
IT)- S" PERMITTED.
�ge(gC �
/NG�Ir - r' SCHEDULE
FOOTING"WHERERE OUREO.
SEE SCHED. FOR FOOTING C
NOTE: THIS OPEN LATTICE-TYPIESTR
MAY NOT BE ENCLOSED OR _AC
NOTE: THIS OPEN U
— MAY NOT BE
r_ No.
HEIGHT
LENGTH OF STRUCTURE VARIES
EACH COMPONENT IS INTER-
;EABLE WITH ANY OTHER a
TENT UNLESS OTHERWISE SHOWN.
TYPE "F" ATTACHED MI
�i t""AY o n 2099
MAX. PROD.
SEE SCHEDULE
HEIGHT
III Z
E•TAIL
B ATTACHMENT
SED WHERE
ED.
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-SECTI LENGTH OF STRUCTURE VARIES
OpST
SEE POST DETAI
\`{/ POST CR SS -SECTION.
DET IL
. lyB(FC/,yGSFS
SEE POST
NOTE: EACH COMPONENT IS INTER-
po5 MAV BE USED
IN
FO/ G
S N
3 172' SLAB
MAY BE USED
CHANGEABLE WITH ANY OTHER
SFFT SpgTO C/ I FOOTOINS 8 E
�<F NG NOTE: EACH COMPONENT IS INTER-
TO CONSTRAIN
SF sTFOOTING, SEE
COMPONTENT UNLESS OTHERWISE SHOWN.
SCHEDULE
CHANGEABLE WITH ANY OTHERFT
sp
q0 I SCHEDULE
qg(F TNG
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
"G" SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN L TYKE STRUCTURE
TYPE FREESTANDING SINGLE
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD -
OPEN LATTICE 10, 20 a 30 psF
DURA UM PRODUCTS, INC.
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES ' HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF 30
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
90.100 & 110 MPH
M. iRl A57.7M1 rAY dM-1F1R calucldl.L maLim rnm
REVISED BY: K K. R D P.
__
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
ATTACHMENT CHANNEL
SEE DETAIL
SEE DETAIL FOR SPLICE —
SQ. POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12' tC
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 BE USED
TO CONSTRAIN
FOOTING, SEE
SCHEDULE E
SOLID PANEL TYPES
LENcr
H pR0 ECTIpN FEN STHANIES
CLOSED
NOTE: EACH COMPONENT IS
CHANGEABLE WITH ANY OTF
COMPONTENT UNLESS OTHE
Ip.
civil -
( MAY /VOr BEiz�iENCCpSEp )
P STS
OPTIONAL: CANTILEVER BEAM
PACING
'EESCHEpUCES
Posr
SEESpHEpULES
SCHEDULE
SE POSTS ACINOR
f
m
3 1/2" SLAB
=X
MAY BE USED
ALTERNATE:
TO CONSTRAIN
0
FOOTING, SEE
ALTERNATE:
SCHEDULE
25 OOF2 ACEEO
AND AT END BAY
SINGLE POST
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES
SEE SCHEDULE
NOTE
O SPLICE AT THIS
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
POST
NOAT END BAYS._
latae a.az7m1 cnx am -uta —1—OIn,-1—
FOOTING WHERE REQUIRED -/ I�
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE °CII FREESTANDING W/CANTILEVER OPTION
C
ATTACHMENT CHANNEL
ALUMINUM SEE DETAILS I
ROOF PANEL MIN. 0.25" SLOPE PER FT.
SEE SCHEDULE
FOR SPANS
O.
"O.H." NOT TO EXCEED 25%
OF SPAN _
SEE DETAIL FOR SPLICE \
SEE?'SLOA C//VG
SQ. POSTS, SIZE VARIES SCHEDULES
3 1/2" SLAB ATTACHMENT ALTERNATE:
MAY BE USED WHERE
PERMITTED. SINGLE POST
SEE SCHEDULE SEE SCHEDULE
MAX. HT.= 12'
OOTING WHERE REQUIRED
E SCHEDULE FOR FOOTING CUBE SIZE
x�� MAY 0 6 2009
P ir Ilnll nTTnl�LJ CI -1 AAI II TICDA
/ ALUMINUM
ROOF PANEL MIN. 0.25" SLOPE PER FT
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN -
SEE DETAIL FOR SPLICE
--_
SEE SCHEDULE FOR
Posr
SEESpHEpULES
SQ. POSTS, SIZE VARIES
m
3 1/2" SLAB
=X
MAY BE USED
ALTERNATE:
TO CONSTRAIN
SINGLE POST
FOOTING, SEE
SEE SCHEDULE
SCHEDULE
LIVE LOAD=
10, 20 & 30 psf
THE
IF,NCC
O EO
OPTIONAL: CANTILEVER
BEAM
SEE SCHEDULE FOR
POS SPACING
m
/ NO
=X
5..
25% f O
OF
AN
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
E. NO SPLICE AT THIS
LIVE LOAD=
10, 20 & 30 psf
AND AT END BAY
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
�� ��`l-' EKE VgRIES
(MAYNOr 8f,
LOSED)
SEE SCHEDULE FOR
PTST SPACING
N. NOT
% OF SP EXCEEO
SPLICE I THIS
AT END VYS.
FOOTING WHERE REQUIRED --/ Ct"'
SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TVDG Ilnll FRFFSTANnING MULTISPAN W/CANTILEVER OPTION
COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID PANEL
LIVE LOAD=
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES
HORIZ. WIND =
1PATIO
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 2 OF 30
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
90. 100 & 110 MPH
latae a.az7m1 cnx am -uta —1—OIn,-1—
REVISED By* K K 8 0 P
.AFTER SPANS
6.5"
ALUM. ALLOY 3004-H36
OR EQUAL
)TE BELOW
L.L.= "T' @
(PSF) (IN.) w o
16"
X024'
24"
16"
10 .032 24"
16"
.042
24"
16"
.024
24"
16"
20 .03224"
16"
.042 24„
16"
.024
24"
16"
30 .032
24"
16"
.042
24"
X 6 �1 /L'': "t -
0,.1.00&110M
KPOSURE B &
14'-11"
20'-1"
16'-5"
24'-10"
20'-3"
10'-10"
14'-7"
11'-11"
18'-0"
14'-8"
91.81,
7,_11"
13'-1"
10'-8"
16'-2"
13'-2"
=OR OPEN LATTICE COMMERCIAL & PATIOS
E 3" 6.5.,
MAXI 2"
/ O —� .02
i .032"
~ No. 37948
Exp'
� ALUM. ALLOY 3004-H36
• � C '� OR EQUAL
:R. DBL. 2 x 6 1&' RAFTER
HT A L.L.= "T' 90, 100 & 110 MPH
(PSF) (IN.) o EXPOSURE B & C
024 16
t` 10 24" 17,_2„
16" 28,_6"
.032
24" 23'-3"
16" 15'_3"
.024
20 24" 12,_5„
16" 20'_7"
.032
24" 16_10„
16" 13'_9,.
024
30 24" 11'-2"
16" 18'_6"
.032
90/100/110 MPH EXPOSURE B & C
TRIBUTARY
�I
3.0,. .
It- � 8.0,.
(FT.)
O.H.
6 1 7 8
9 10
11 12
13 14 15
16 17 18 19 20 21
.042"
3 4 4
5 5
6 6
ALUM. ALLOY 3004-H36
8 9 9 10 10 11
1'
4 5 5
OR EQUAL
7 7
8 8 9
9 10 10 11 11 12
2'
5 6 6
7 7
SEE NOTE
BELOW
10 11 11 12 12 13
3'
— 7 7
8 8
m a5
C C
m 8
N o
3 x 8" RAFTER
11 12 12 13 13 14
L.L.=
(PSF)
"T'
(IN.)
90 & 100 MPH
110 MPH
EXP. B& C
EXP. B
EXP.0
— 1 —.
— —
11 11
16"
28.5„
28'_5"
27'_8„
10 .
.042
24"
23'_2„
23,_2"
22'_6"
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.
20 I .042 24"116,_9„ 16,_9" 1 16'-9"
30 I .042 I 24" 15-6" i 15-_6, 15, 6„
PROJECTION
SPAN
O.H.
h
TRIBUTARY TRIBUTARY=
7 11 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 1 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'
— 1 —.
— —
11 11
12 12 13
13 14 14 15 15 16
20 I .042 24"116,_9„ 16,_9" 1 16'-9"
30 I .042 I 24" 15-6" i 15-_6, 15, 6„
PROJECTION
SPAN
O.H.
h
TRIBUTARY TRIBUTARY=
7 11 WIDTH 1/2 SPAN +O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EOUAL TO CENTER SPAN TO CENTER SPAN
ATIO COVER SYSTEM AS MFG. BY:
"DRAWN -BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
DATE: 5/05/2009
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20830 psf
JOURALUMPRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET OF 30
REVISED BY: KK RDP
90. 1008110 MPH
/RVA%AFZ7n7i Fcx ena-iF10 —1—Am—m—
PANELFASTENERS
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 #14 S.M.S. #14 S.M.S. #14 S.M.S.
IL X J 114 VV r/-11VLL
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
90/100/110 MPH
Cv1AY 0 u Y009
~ NO. 3794)-'�;j-�t rz
Exp. CIv1\
EXPOSURE B &.0
90- MPH
100- MPH
110- MPH
110 -MPH
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
N30
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
90/100/110 MPH
Cv1AY 0 u Y009
~ NO. 3794)-'�;j-�t rz
Exp. CIv1\
EXPOSURE B &.0
LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. 10, 20 & 30 pst DURALUM PRODUCTS, INC.
DATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 6 OF 30
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 90. 100 & 110 MPH real ea5-�n�1 FC% df1.'i_151P 'ealc�r4 iralum rnm
RFVISFD BY' K K & D.P
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 S.M.S.
6" / 8"x2 1/2" FLAT PAN W/(2) -V'S
LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. 10, 20 & 30 pst DURALUM PRODUCTS, INC.
DATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 6 OF 30
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 90. 100 & 110 MPH real ea5-�n�1 FC% df1.'i_151P 'ealc�r4 iralum rnm
RFVISFD BY' K K & D.P
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36
_ 1 50
o WALL
FASTENERS
1-7 5 O
ROLLFORMED HANGER
.010, go'. ZV4
DIA.
563" ,281"
I" ALUM.ALLOY
6063-T
6063-T6
060" l 1� 500" T 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 EAVE CONNECTION
WIND
DESIGN
100
WALL FASTENERS
SEE TABLE
2.740"
.25"R .05' 1
#14 SMS @ PANEL T=.060" —
LOCKS OR #8 SMS 04
AT EA. CONTACT05,. WALL FASTENERS
.200/ 2 SEE TABLE
CONTINUOUS A- RAIL
ROOF PANEL (WHERE OCCURS)
ALUM.ALLOY
6063-T6
Ln ALUM.ALLOY
914 SMS @ EA. CONTACT w 6063-T6
WALL CONNECTION O I.R. HANGER C
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR GONG)
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
W/ SIMPSON A35 16" O.C. CELL AT FASTENER) OR CONC.
LL=10 LL=20 LL=30 LL=10 I LL=20 LL=30 LL=10 LL=20 LL=30
A BorD BorD E E E J J K
BorC BorD BorD E E E J J K
110
LID B or D
ALLOWABLE DECK / RAFTER SPAN
DESCRIPTION OF LAG SCR
of
A=3/8"O x 1 1/2" @ 12" O.C.
LL=10
16,_8„
B=3/8"O x 1 1/2" @ 8" O.C.
w¢uJ
C=7/16"O x 1 1/2" @ 10" O.C.
v)Lu Na-
D=7/16"O x 1 1/2" @ 12" O.C.
u - N
E=3/8"O x 4" @ EACH STUD
2,_0" 7•_0" 4'-6"
F=7/16"O x 4" @ EACH STUD
BorD E I E I E J J K
APPROVED 3" OR 4"
INSUL. ROOF PANEL
'J=3/8"Oxl 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE'(—
K=3/8"Ox1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
EXIST. RAFTER
3/16"
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
2„ x 4„
FULL OR
2„ x 4"
FULL
SPACING
16" O.C.
OVERHANG (L)
V - 6"
LL=10
16,_8„
LL=20
13, 10„
LL=30
2, 0„ 11,_8„ 8 _g
E7-10 "
24" O.C.
1,_6„ 10'-8" 8'-3"
E, 6„ � �.
2,_0" 7•_0" 4'-6"
3' 0"
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
HORIZ.WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 30
2"x6" FULL OR
2"x8" NOTCHED
24" O.C.
2'-0"
17'-6"
14'-0"
9'-6"
�I II
2"x8" FULL
24" O.C.
2'-O"
29'-3"
25'-0"
16'-9F'
11
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
10# L.L.=(2)#14 SMS E
1 1/2" 20#/30#L.L.=(2)#14 SM
U -BRACKET
_ 3/4' OR 1 1/2"
t2" x 6 1/2" OR
5" MIN. 3" x 8" ALUM.
I RAFTER
I
3/4" OR 1 1/2"
\ EXISTING WOOD STUD FRAMINI
-_1
No.
Exp. S
Y 0 6 L009
w
N
O
O
O
N.
IV
0
O
E#14 SMS T&B
+ AT 12' O.C.
SIDE
3/16"
0
0
0
STEEL
1/4"0 HOLES,TYP.
NOTE: PROVIDE WATER
B' O
O
O
PROTECTION, METAL FLASHING
r1CAUCK JOINTS AND SLOPE
1 TO DRAIN
TYPICAL BRACKET AT EVERY 2x
1 1/4"
DRAWN BY: K.K.
EAVE LENI
\ 1 FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
2 EACH 1/4"O x3-1/2" LAG SCREWS L.L.=10 psf / /ri RAFTER
2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND if (3)-#14x3 1 \.
2.LMIN. PENETRATION INTO
R TO"" ` I -Li- II-
VECTIQN O NOTE: PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL
OBRACKET CONNECTION
OR 2x8 LEDGER
N14xf 3/4"
f COVER
NOTE:BRACKET
MAY BE MOUNTED
BELOW RAFTER W/
SAME CONNECTION'S.
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
HANGER CHANNEL
LIVE LOAD =
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
HORIZ.WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 30
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENTS
90. 100 & 110 MPH
go. 100
ra191 as2_Tm1 PAY am-u1P calcclnlrl„ralnm ��m
REVISED BY' K K & 0 P
COLUMN / POST TiYPES & SURFACE MOUNT ATTACHMENT DETAILS
[-3„--j-2„1
[-
3.00” SQ. CSC�Q. O
I3.00" SQ.
3.00"SQ. 02410 Nos IfO
b'
3 .0" 34"O24"OM
A. SID =3".S0"QQO..xxt==..2158
081
4"SQ.xt=.188II4
I.
14'R =5"S.xi=.188„
TYP. .040" ALUM.
6 I 0_ .048"STEEL R"
J)
5/8LASTICUG O
E
3" SQ. ALUM. POST !3" SQ. ALUM. POST 3 A M. P ST MAG POST SQUARE
--_WITH SIDE PLATES OD AL M. A 3004- 36 3" SQ. ALUM. POST STEEL POST
ALUM. ALLOY 3004-H36�- 3" SQ. STEEL POST
A`LUW. LLOY 3004-H36 A o�sz ,Ron An ALUM. ALLOY 6063-T6 ASTM A36 GRADE 40
ALLOY 3.00" OR`
T5 %" 2.40"--1
1.375
0 X75„
CE 7/16"OJHOL
ASTM GRADE 36 STEEL
2 FLANGES
2 1/8" APART
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 8 ASSOCIATES, INC.
o/
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
75"
DATE: 5/0512009
75"
COLUMN /
BASE FLARES
DURALUM PRODUCTS, INC.
1.60"
SCALE: NONE
.157 '
TYP
POST TYPES
HORIZ. WIND =
_ __ _
TO 3"VVI DE EA.
SIDE OF FLANGES
1.50
90. 100 8 110 MPH
/AlM d57.7n7i Fox dML1F1A
USE FOR 3"
1� 75
INSTALL WASH. PLATE
090„ TYP.
POST ONLY
5.50"
1,%B' x 5/16" x 5Y2" WHEN USING
Z 1-7/ HOLE
IN 10 MPH WIND AREA
BRACKET FOR 3" POSTS
2- 5/16"0 HOLES
" HOLES
&TYPBESI
.090"
��• ALUM "T'-- BRACKET
STEEL "T" BRACKET 5
T=.060" TYP--
�3 -3/8" LAG SCREWS OR
MAY 0 6 1009
4;-1/4" LAG SCREWS
(2.5" PENE. INTO EA. STUD)
E8
3'
Q
Q
6"
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 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN /
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741.2107
POST TYPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED RV' K K 8 D P
90. 100 8 110 MPH
/AlM d57.7n7i Fox dML1F1A
SHEET 9 OF 30
COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
ALUM."T"BRACKET USE WITH
POST TYPE B,C,D, OR E. STEEL POST ONLY:
STEEL:'7"BRACKE7 USE WITH ; USE POST TYPE (3)-5/8"0 BOLTS
T" BRACKET POST TYPE 8,C.D.E,F.G,H.J OR K. i F, G, H. J OR K FOR POST TYPE J
@ 3' SQ, POST 1A//
3"SQ. POST 3" SO. POST _ ALUM. T"BRACKET:
(2) #12 SM$ EA. USE (2 -3/8"0 HILTI
SIDE OF POST OR KWIKBOLTS OR EQUAL i i (2)-1/2"0 BOLTS 4 5" 16" INSERT
1/4" M.B. THROUGH
STEEL 'El 1/2 DEPTH OF FOR ALL OTHER
POST SEE NOTES BELOW USE (2)-318"0 HILTI KWIK FOOTING OR x .188"
1 CONDITIONS 45"
BOLTS OR EQUAL 12" MIN. EMBD. I I ASTM A3'
(2)-3/B"0 HILTI "KWIK (2" MIN. EMBEDMENT DEPTH I STEEL
FOR KWIK BOLTS
BOLTS, OR EQUAL, EACH I 11,: T_O.C_
BRACKET TO SLAB.
MINIMUM DISTANCE TO c� "S .BASE PLLu
T.
EDGE OF SLAB = 2-1/2" d ASTM A572 STEEL
w 0
a w w
DE TH x 3116"
• ,t SLAB SHALL BE IN a POURED CONCRETE H N
GOOD CONDITION FOOTING SEE NOTE tL
i .•y :i �.. ..
••'`• " • ' ' 3" SD. POST (STL.)
FOR SIZE (1)-1/2"0M.8, o OR FLUTED
x9" LONG, 1" OR 4" SD. POST (STL.)
3 1/2" MIN. SEE FOOTIN SQUARE
SCHEDULE SQUAR FROM END SEE FTGS, INSERT
OF POST SCHED.
PL.5/8"THK. .
EXISTLNG18LAB' :~ O7 3" SQ. POSTS TO CONC. FOOTING O SQUARE POST EMBED. O
__-�— --__— INTO FOOTING 1 1/2" 6^ 1 1/2"
ATTACHED
ALTERNATE FTG
CUBE SIZE
SO. 18" DEEP
' CUBE FTG.
18"
18" SQ.
12"
20"
21" SQ.
12"
22"
25" SQ.
16"
24"
28" SQ.
20"
26"
32" SQ.
23"
28"
35" SQ.
25"
30"
39" SQ.
28"
32„
43" SQ.
30"
34"
47" SQ.
32"
36"
51" SQ.
34"
38"
55" SQ.
37"
40"
60" SQ.
39„
42"
64" SQ.
41"
44"
69" SQ.
43"
'CUBE FOOTING W/ 3 1/2" SLAB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23" & 24" CUBE
(2)-1/2"0
3 1/4"
25" - 30" CUBE
(4)-1/2"0
3 1/4"
31"- 34" CUBE
(4)518"0
4,.
35" - 39" CUBE
(4)3/4"0
4 3/4"
40" • 42" CUBE
(4)3/4"0
4 3/4"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
NOTES:
1. DO NOT USE ALUM. "T'
BRACKET WITH 3X8 SM.
W/INSERT, MAG. BEAM, 4" OR
7" 1 -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE. 2" X
X8" X 0' -SK" AT STEEL "T'
BRACKET.
3. POST TYPE F
DO NOT USE STEEL "T'
BRACKET W/7" I -BEAM.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
_WELDED STEEL BASE PLATE 1'
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
9" SQ. x 5/8" B, C, D, F, G, & H
h11AY 0 67009 FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE & TYPE)
:E:S:8:10
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL
�'!q/hp�,�� . (43/4" EMBEDMENT DEPTH)
No. 37948
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009 COLUMN 10, 20830 sf DURALUM PRODUCTS, INC...:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT P
SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: K K R D P -90. 100 8 110 MPH P iFtl 4F9_7.71 cnx dn.Li.11 1 calnchlAnminm rNn SHFFT 10 OF 3n
HEADER. BEAM TYPES . & ATTACHMENT DETAILS
11.52", r.61 I GUTTER EXT. CLIP I GUTTER EXT. CLIP I
- ' I 1.79"
LID
cD 2.57"
2.19"
2.08"
2.93" T
.038" R.F. GUTTER
FASCIA -ALUM.
ALLOY 3004-H36
6.5" ROLLFORMED
r 3" -1
r'7 -T
SPLICE
WHERE 4"
OCCURS 070
TYP.
ALUM.ALLOY
6063-T6
3.0"
SPLICE WHERE
OCCURS
4.6"
2
:0651,o4'� _ ll
F— 2.7" —
O ALUM. ALLOY
A 6063-T6
4.5" GUTTER
4"
SPLICE WHERE
OCCURS
110"
TYP.
EG
O ALU 63-76ALLOY
F 6063-T6 O
7" I -BEAM G
-- -T\
.042"
i
I 8"
I
I
I !
L- -- i
ALUM. ALLOY 3004-H36 ((
OREQUALZ
3"8"
MAX. 3"
—� .042
ALUM. ALLOY 3004-H36
OR EQUAL O
DBL. 3 x 8 BEAM
SPLICE WHERE
OCCURS
C1.9
.065"
TYP.
ALUM.ALLOY
6063-T6 O
MAG. GUTTER C
,J 2„ � 6.5.,
024"
—� �— .032"
.042"
ALUM. ALLOY 3004-H36 OR EQUAL
J
2 x 6 RAFTER
1.25"
.625"
T=14 GA.
7.875" ASTM A653 GRADE 50
L j ..
O
—1 2.875" I -.
3 x 8 BEAM
STEELINSERT
SPLICE WHERE
OCCURS
ALUM.ALLOY
6063-T6
MAG BEAM
�I 3.00" SO. I�
14"R
TYP. —yam_
ASTM A653 GRADE 40
O3" SO. STEEL BEAM E
3" I 6.5"
MAX. 2"
.032"
ALUM. ALLOY 3004-H36 OR EQUAL J
DBL. 2 x 6.5 BEAM
Ll
3.0" If—
—�
—.042"
81.0„
1
ALUM. ALLOY 3004-H36
OR EQUAL
O3x8BEAM
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. STEE
No.
Exp.
ne-^AI
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10,20&'30psf
DURALUMPRODUCTS,INC.
lIQiAIA.';7-7n7l
SCALE: NONE
RANCHO CUCAMONGACA (951) 741-2107
BEAM TYPES
HORIZ WND =
8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 30
REVISED BY: K.K. & D.P
,
90. 100 & 110 MPH
pnx am-iF1c
2414 x 12" S.M.S. EACH SIDE OF 3"
SO. POST (4 -TOTAL)
ALTERNATE: 114"0 BOLT W/ WASHER
EA. SIDE OF 3" SO. POST
.5 "
>— + 1.10"
p
.50"
L_
�1 2.35" I —
3" SO. POST
2414 x 12" S.M.S. EACH SIDE OF 3"
SO. POST (4 -TOTAL)
ALTERNATE: 114"0 OLT W/ WASHER
EA. SIDE OF 3" SO. POST
BEAM TO POST CONNECTION DETAILS
.FT3" x 8" x.042" BEAM,
3" SQ. STEEL OR
MAG BEAM.
#14 x 1/2" S.M.S. TOP
& BOTT. (2) -TOT.
ROOF PANEL
ROLLFORMED OR
EXTRUDED GUTTER
(4)-#14 SDS @ EA. SIDE FASCIA
TOP & BOTT. TOT.=16 #14 S.M.S. @12"O.C.
6 1/2"x2"x
.024"RAFTER
'X 3" ALUM. OR
STEEL POST
2)-#14 S.M.S. EA. SIDE (4) -TOT.
014 S.M.S. TOP & BOTT. (2) -TOT.
1 1/4"
4" 6 1/2"
ALUM. BRACKET X
m®
RAFTER "TAIL" TO GUTTER 15
I 3.00" 3" SO. POST . "3 I `+
_ 125"
oR.z4a' 2.125" FOR 2 x RAFTER
H - BRACKET�TO>PO"ST
GUTTER FASCIA
MAG BEAM 3" $O. POST 13 ALUM. ALLOY 3003-H24r ALUM. ALLOY 3003-H24
3"SO. STL. BEAM
1.50" � t = .040" 6063-T6
1.50"" 1 1/2 t = .040" 3004-H36 ALUM.
.28" I ".28' -L 2"
2..
_U -2T'-
018' 18,
l_J (4) - #14 x 3/4" TEK SCREWS
BRACKET TO RAFTER
2"x3" LATTICE TUBE 1 1f2'`SQ OR PZ �1/2" MIN.
''L'ATTICE;TUBE� I1p
#6 x z "SMS, z 112" Q�nFESS10, fiil' 0 �06�J _J_- _ o
Ci 1/2" OR 2" SO. OR 2"x3" LATTICE
— — — — — @ 3"O.C. MIN. UP TO 7"O.C. MAX. Z 1T 2.750"
— — — — — w I- No.. 70.8 r rn
— RAFTER Exp 3 L (4 AIx,3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
ILATT.I.CE TUBE T_0 RAF_T_ER BRACKET�TO BEAM
C10-
F „U,; ET _RAFTER TO BE --c * $r
r
ORAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
BEAM O POST 10, 208 30 pr
DU ALUM PRODUCTS, INC.
DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT
SHEET 13 OF 30
.SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 HORIZ. NAND = 8269 ALPINE AVE., SACRAMENTO, CA 95826
_REVISED'BY: K;K 8 D P _ 90. 1008.110 MPH rgir;i aF7-7m1 FDX dM -1F10 ��lo�nn„ral��.o rte",
SIMPLE SPLICE
9" —
SPLICE DETAILS 1)
FULL MOMENT
BEAM TO POST DETAILS
(2ALOYATYP
VLE. /
I I
#10 S.M.S. t uII
412 S.M.S.
(8 TOT. (24 TOT t. THICKVEI�I
S
S = .035"
TYP. THICKNESS =.035
6.38" tttt t
tt
I I
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 _____
OR 6063-T5 FOR EXTRUnFn OR 6063-T5 FOR EXTRUDED ----I
MOMENT SPLICE MAY OCCUR
NOTE: FULL M 1
NOTE: USE SIMPLE SPLICE ONLY NOTCH I -BEAM FLANGE
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS I I AS NEEDED TO CLEAR
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SO. POST,CONNECT WEB
(6061-T6) ALTERNATE I I TO POST W/(2) -1/2"O
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. L. C -BEAM THRU-BOLTS
3" I TOTAL= (8)-1/2"0 BOLTS IF POST
.........................................................................
O u i0 1
0.� fESSlA s0
1 0� n O �- Cq BEAM TO POST CONN.
S
SPLICE WHERE 4"
OCCURS 070"
TY P.
sosa-Ts 16" 1"
4" I -BEAM 3'-0"
MOMENT C -SPLICE
zm
U.J~ No. , 798
CI 0-
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED
SPLICE WH
OCCU
ALUM.ALLOY
6063-T6
7" I -REAM
nnnnncnir r_ca� �cc
PANEL
#12 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ 8"O.C.
(v1 AX. STAGGER IN BEAM
FLANGE
4"x3" ALUM. "I" BM. OR � !(4)-1/4"0 M.B. BEAM
7"x4" ALUM. "I" BM. TO BRACKET
2- 3/8"0 M.B. THRU STL. "T'
BRACKET TO POST.
POST, SEE SCHEDULE --- v
ALTERNATE BEAM TO POST CONN.
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
BEAM
LIVE LOAD =
DURALUM PRODUCTS, INC.
DATE: 5/05/2009
RAL
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SPLICE DETAILS
10, 20 & 30 psf
HORIZ. WND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SCALE: NONE
RANCHO CUCAMONGA, CA 741.2107
90: 100 & 110 MPH
1AIM aF9.7lYJ1 ;:AY 4nl-1A1q
SHEET 12 OF 30
REVISED BY' K K & 0 P
DOUBLE RAFTER CONNECTION DETAILS
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2" DOUBLE RAFTER -
BOLT CONNECTIO PLAN 2
ALTERNATE:
4414 S.M.S. EACH
RAFTER TO COL.
-- CONNECT. (8 -TOT.)
3"x 3"STL.POST (24") \ ALTERNATE:
INSERT ATTACHED OR (2)-2x6.5" OR
3"x 3"STL.POST COLUMN I I (2)-3"x8"HEADER
FOR FREESTANDING
_ (2)-1/2"BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 9
#8 S.M.S. EACH SIDE
r- LATTICE 1 1/2" OR 2"
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 DOUBLE HEADER CONN. 20
LATTICE BEAM TQ.-,POST.CQNNECTION
BEAM SPLICE TO"`-
`OCCUR DIRECTLY OVER 5/8 `l7J�PLAS
POST. NOT PERMITTED PLUG WHE•
77__i____
I @ 2 -POST UNITS SCREW IS I
rI #14 SMS MAY
5 BE USE AS
3.5" ALTERNATE TO
1/4 " 0 BOLTS
3.5"
8" BEAM
I I
,D1 OR [1] 1
6#T4'SMS EA.
SIDE
I I 6 112" SIDEPLATE EQ.r
#14 SMS EA -SIDE
- I
—SIDE -SEE -POST SCHE-D.
TOP, MID HEIGHT~'.-___r.
AND BOTTOM. 3"SQ. PO.S-T_BETWEEN-SIDE-,PATES
BEAM TO_POST CONNECTI.O-N
3" SQ. x .032" + (2)-2" x 6 1/2" x .024"
W/ (6)–#14 S.M.S. EACH SIDE._
I IqF nN_r n— NE-'SMAB'ONLY'a -
3" SQ. X.032" + (2)-2" x 6 1/2" x.032
Efl
W/ (6)–#14 S.M.S. EACH SIDE.
USE'ON CONC. SLAB OR FOOTING
EATHING
J
J
2"x6" LEDGER (NEW OR EXIST.)
r.;
Lu \ (2) 3/8" LAG SCREW
�Kyi 9
1" STUCCO OR EQUAL
5" PENE.INTO EACH WOOD STUD
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
DURALUM PRODUCTS, INC.
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
CONNECTIONS
10, 20 & 30 psl
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
90. 100 & 110 MPH
/91A1 es7.7no1 cnx Ana -15+9 = iI n i� -I��m n,�.,
SHEET 14 OF 30
REVISED BY: K K & D P.
NOTE: FOOTNOTE: "SAMPLE" S
FOOTING SHOWN REPRESENTS LENGTH OF i C
FIGURE INDICATES EXPOSURE B D (,��}
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. OG ~ �$ 1 '
TES EXPOSURE CC
INDIA
WHERE SLAB OCCURS, CUBED FOOTING SIZE � FIGURE Exp. 3
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES . ADDITIONAL FOOTNOTE WHERE ONLY-ONE"FIGURE SHOWN INDICATES EXP:
__ I �P
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING - fis - " -
;0#i`LL'9_OMP.H
`FREESTANDING&'FATTACHED"SOLI'�D
PATIOS
12'
OR LESS
EXP. B &C
DATE: 5D 09 -
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
T' 1 -BEAM
- DURALUM PRODUCTS, INC.
--- -
DBL. 3"x8"x.042"BEAM
_
DBL.x6.5" x BEAM
3"x811 BEAM w/INSERT '
RANCHO CUCAMONGA. CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
�
SHEET 16 OF 30 •
REVISED BY: K.K. 8 D.P.
BY:
-
_
100'8'110 MPH
lQ1F1 d.57_7M1 Fox dOR-1FtQ enladnlA�,nbim'mm
OR
O
3"x8"BEBEAM
�
�-
p o
oz m
U-5
MAXPOST
FREESTAND
ATTACHED
MAXPOST
FREESTAND
ATTACHED
MA.POST
M.POST
FREESTANDATTACHED
�AX"P- T
:REESTAND
i
ATTACHED
F
o
00
U
(Lz
SPACING
FTG.
MIN.
FTG
MIN.
SPACING
FTG.
MIN.
FTG
MIN.
POST•
SPACING
FOR DBL.
SPACING
FOR 3" x 8"
FTG.
MIN.
FTG
MIN.
r
SPACINGS
FTG.
MIN.
POST
FTG
MIN.
POST
I-
g U p
L.
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
TYPE
2" x 6.5x.032"
BEAM
(IN.)
POST.
TYPE
(IN.)
POST
TYPE
P,�4+(_)
TYPE
(IN.)
.TYPE
4'
17'-0"
28'-10"
38
G
23
B
19'-2" '.
38
G
20
B
13'-7"
113'-7"
32'
F
23.
x
'-9"
3P'
23
B
4'
'
13'-7"
25'-10'.
38
G
24
B/E
1T-2"
32
G
20
B •
12'-1"
12;_2„
32
F
2b4�
B
38G'
24
B
5''
w„22'r2;.'.,.I
6'
11'-4”
23'-7...
38
G
25
B/E
15'_
32
G
21
B
1 r 1"
11' 1°
29
.. F
5
B
20'-3°
38'
G
25
B/C
6'
7
9'-8" '
21'-10
38'-G
25
B�E
14'-6"
2
, G,
22
B
10'-3"
10'-3„
29
G.
25��B
18'-9"
�YG..
25
B/C
T,-,
8'
8'-6"
. 20'-5...
38
G
26
. B/E
13'-6°
32.
G
22
B
29..
G
26
B
1
32
G
26
B/E
8'
s'-7°
s, 7„
9'
7'-7"
19'-3"
38
: G
27
E
12'-9"
32
G
22
B
9'-1'
91-1.1
29
G
27
B
6.6,
32
G
27
B
/E
g''
10'
6'-9"
18'-3"
38
G
27
E�
12'-1„
32
G
2
8' 7"
8`-7'
29
G
. 27
15'-8"
. 32
G
27
B/E
10'
11
6'-2"
17'-5"
32
G
27'
.E
11' 6,,.
29
G
23
B
8' 2"
8'-2„
29
27
B
14'-11"
32
G
27
B/E
11'
12'
5'-8"
16'-8"
32
G
28
E�.
11'-1„
29
G
24
B
T-
T-10"
G.
28
B -
. 14'-4"
32
G
28
B/E
12'
13'
5'-2" .
16'-0"
32
H
28
E/F
10'-8"
32
H
24
B
7'-6^
6"
32
{
28
B _
13'-9"
32
H
28
B/E
13'
`
14'
4'-10"
15'-5"
32
H
29 •
E�/F
10'-3"
32
H
24
B
7,
'oo
T_3
- 32
H.
29
B
13'-3"
'32
H
29
B/E
14'.
15'
.4'-6"
14'-11
32
H
29
E�/F
s' -1o° '
32
'24
B
- 0„
.,7'_0°
H
29
B
12'-10"
32
H
29
B/%E
15' '
16'
4'-3"
14'-5"
32,
H
29
F
9'-7"
32
H
B
'6,_�„ '
6,_9„ .
32
29
B
12'-6„
32
H
29
B/E
16'
17'
4'-0"
14'-0"
32
H
29
'. F
9'-3"-
32
25
B
6'-2"
6'-7'
32
H
12'-0"
32
H
29
�E
17'
18'
3'-9"
13'-8"
32H
30"
F:
9'-0--
3
H
25
B
5-1011
6'-4"
X32
H
30
B
11'-8"
32
H
30
B/E
18'
19,
3'-7"
13'-3"
38
H
30
F.
8, 9,.
38
H
25
B
5,-7°
6'-2"
38
H
30
B,
11 _
38
H
30
B
/E
19'
20'
3'-4"
12'-11'
38
H
30
F
g, 7„ :
38
H
26
B
5'-3"
6'-1" ,
38
H
30,
B
11'-1"�
20
POST F MAX HT.= 8' FREESTANDING ONLYd
^
I' lAY 0 G 7009
NOTE: FOOTNOTE: "SAMPLE" S
FOOTING SHOWN REPRESENTS LENGTH OF i C
FIGURE INDICATES EXPOSURE B D (,��}
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. OG ~ �$ 1 '
TES EXPOSURE CC
INDIA
WHERE SLAB OCCURS, CUBED FOOTING SIZE � FIGURE Exp. 3
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES . ADDITIONAL FOOTNOTE WHERE ONLY-ONE"FIGURE SHOWN INDICATES EXP:
__ I �P
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING - fis - " -
DRAWN 6Y: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS M
DATE: 5D 09 -
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
,
10, 20 8 30 sl
P
- DURALUM PRODUCTS, INC.
_
'
'r
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 16 OF 30 •
REVISED BY: K.K. 8 D.P.
BY:
-
100'8'110 MPH
lQ1F1 d.57_7M1 Fox dOR-1FtQ enladnlA�,nbim'mm
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
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGUR
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE S
INDICATES EXPOSURE C
INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. SOLID I LIVE LOAD s PATIO COVER SYSTEM INC.MFG. BY:
DATE: 5/052009 POST SPACING TABLE 10, 20 8 30 psf DURALUM PRODUCTS, IN
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANOIN HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826
SCALE: NONE RANCHO CUCAMONGA, CA t951)741-210
AND ATTACHE SHEET 15 OF 30
REVISED BY: K.K. & D.P. .. 90.100 & 110 MPH (Qir%A5Z7m1 FAX Ani15tC � --nF e,,.�l„�, .•..,..
10# L.L. 90 MPH FREESTANDING & ATTACHED
SOLID PATIOS
12' OR LESS EXP. BA C
6.5" ROLLFORM
4" I -BEAM
4.5" / MAG GUTTER
MAG BEAM
3" SQ. STEEL
BEAM
DO
m g
FE
MAX.COL.
SPACING
ON SLAB
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
FREESTAND ATTACHED
MAX.POST
SPACING FTG JMIN. FTG MIN•
POST POST
(IN.) TYPE (IN) TYPE
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.
POS
TYP
4'
17'-0"
13'-9"
32
F
19
B
17'-6"
32
G
21
B
13'-10" 32 F 19 B
-2o
12'-7"
32
F
19
B
13'-7"
32
F
21
B
5'
13'-7"
12'-4"32
F
'20
B
16'-3"
32
G
22
B
12'-5" 32 F[ B
11'-8"
29
F
20
B
12'-2"
32
F
21
B
6'
11'-4"
11'-3"
29
F
21
B
14'-11"
32
G
22
B
11'-4" 29 F 21 B
10'710"
29
F
21
B
11'-1"
29
F
22
B
7'
9'-8"
10'-5"
29
G
21
B
13'-10"
32
G
23
B
10'-6" 29 G 21 B
10'-0"
29
G
21
B
10'-3"
29
G
23
B
8'
8'-6"
9'-9"
29
G
22
B
12'-11"
32
G
24
B
9'-10" 29 G 22 B
9'-4"
29
G
22
B
9'-7"
29
G
23
B
9'-2"
29
G
22
B�
12'-2"
32
G
24
B
9'-3" 29 G 22 B
8'-10"
29
G
22
B
9'-1"
29
G
24
B
9'
7'-7"
8'-9"
29
G
22
B
11'-7"
29
G
24
B
8'-9" 29 G 22 B
8'-5"
29
G
22
B
8'-7"
29
G
24
B
10'
6'-9"
29
G
23
B
11'-0"
29
G
25
B
8'-4" 29 G 2 B
8'-0"
29
G
23
B
8'-2"
29
G
25
B
11'
6'-2"
8,-4„
10'-6"
29
G
25
B
7'-8"
29
G
23
B
7'-10"
29
G
25
B
12'
5'-8"
10'-2"
32
H
25
B
n . nn!
7'-4"
32
H
23
B
7'-6"
32
H
25
B
13'
5'-2"
9'-9"
32
H
26
B
u uu,
7'-1"
32
H
24
B
7'-3"32
H
26
B
14'
4'-10"
9'-5"
9'-2"
8'-10"
32
32
32
H
H
H
26
26
27
B
B
B
Q�
�P
w ,
6'-10"
6'-8"
6'-5"
32
32
32
H
H
H
24
24
24
B
B
B
7'-0"
6'-10"
6'-7"
32
32
32
H
H
H
26
26
26
B
B
B
15'
16'
4' -6"
4'-3"
17'
4'-0"
8'-7"
32
H
27
B
Exp. 3
6,-3"
32
H
25
B
6'-5"
32
H
27
B
18'
3'-9"
8'-5"
8'-2"
38
38
H
H
27
27
B
B
6'_ 1 „
5'-11`4 -
38
38
H
H
25
25
B
B
6'-3"
6'-1"
38
38
H
H
27
27
B
B
19'
3'-7"
r .
20'
3'-4"
POST
F MAX
HT.= 8' FREESTANDING
ONLY
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
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGUR
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE S
INDICATES EXPOSURE C
INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. SOLID I LIVE LOAD s PATIO COVER SYSTEM INC.MFG. BY:
DATE: 5/052009 POST SPACING TABLE 10, 20 8 30 psf DURALUM PRODUCTS, IN
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANOIN HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826
SCALE: NONE RANCHO CUCAMONGA, CA t951)741-210
AND ATTACHE SHEET 15 OF 30
REVISED BY: K.K. & D.P. .. 90.100 & 110 MPH (Qir%A5Z7m1 FAX Ani15tC � --nF e,,.�l„�, .•..,..
1,0# L. L.
Q� pC�m
7D UUS
mg X<
2 wo
4' 17'-0"
5 13'-7"
6' 11'-4"
7' 9'-8"
8' 8'-6"
9' 7'-7"
10' 6'-9"
11'
6--2--
12'
'-2"12' 5'-8"
13' 5'-2"
14' 4'-10"
15' 4'-6"
16' 4'-3"
17' 4'-0"
18' 3'-9"
19' 3'-7"
20' 3'-4"
,-100-M-PH-FREESTAND.& ATTACHED
3" SQ. STEEL BEAM
DBL. 3"x8"x.042"BEAM
DB
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
SPACING
SPACING
Exp, 3
FTG.
MOST
FTG.
FTG.
MAST
FTG.
FREESTAND
(IN.)
TYPE
(IN.)
TYPE 1
(IN.)
TYPE
(IN.)
MIN
POST
TYPE
14'-4"
32
G
17
19' 2"8 5„
39
G
21
16'-4"
13'-4"
32
G
18
17'-2"16'-6"
34
G
22
2
12'-6"
32
G
19
15'8"
5'-O"
34
G
22
39
11'-7"
29
G
19
14'-6"
34
G
23
34
G
21
24'-5"
39
13'-11
24
81
2
3
10'-10"
29 j
G
20
13'_7"
34
G
24
G
25
91
3
3
13'-0"
2
11'-7"
30
G
10'-3"
29
G
20
12'_1
34
G
24
2
2
10'-10"
30
G
22
19'-11"
39
G
26
9'-8"
29
G
21
12'-2"
34
G
24
23
18'-11"
39
G
27
12'
3
4
2
2
9'-3"
29
H
21
11'-7,
30
H
25
13'
4
4
j 2
3
11'-1"
30
H
23
17'-3"
8'-10"
29
H
22
11'-1"
30
H
25
9'-1"
34
H
24
16'-7"
10'-7"
H
28
15
4
8'-6"
32H
3
22
10'-8"10'-2"
34
H
25
34
H
28
16•
4
5
3
3
8'-5"
34
8'-2"
32
H
22
'0'-34
28
H
26
6
3
3
8'-2"
34
J
24
14'-11"
34
J
918,
32
H
23
3
34
1 H
26
1
J
25
14'-6"
34
J
29
19•
5
6
3
7'-8"
32
J
23
9'-7" .
34
1 J
26
29
20'
5
6
3
2..
7'-0"
39
J
25
7'-5"
32
J
23
9 -a° 11
34
J
27
7'-3"
32
J
24
9 1
34
J
27
8'-8'
38
39
j
27
6'-10'
38
J
24
8'-7"
A,1
39
J
27
SPEN_LATTICE PATIOS -1'2' -OR LESS EXP. S & C
rnv
BEAM
I,,
NOTE:
c
FOOTING SHOWN REPRESENTS LENGTH OF
IM /W NSERTs
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
w )
��
WHERE SLAB OCCURS, CUBED FOOTING SIZE
'
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
Exp, 3
SEE ALTERNATE FOOTING TABLES
MAX.POST
SPACING
cwT in cno ATTArucn z ¢HT 9A r:nR FRFFSTANmwr
A.
SPEN_LATTICE PATIOS -1'2' -OR LESS EXP. S & C
2"x6.5"x.032"
OR 3"x8"BEAM
BEAM
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
31x8"'BEA
IM /W NSERTs
SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCFREESTANDING
FOOTNOTE:
HEADER
REQUIRED
ALLOWABLE
>
¢
m §E
FOR
MINIMUM
TYPE
ATTAGHED
NO.
D
PATIOS
OF
FOOTNOTE:
POST
'
MAX.POST
SPACING
FREESTAND
SHEET 26 OF 30
ATT.
MAX.POST
SPACING
FREESTAND
90. 1008110 MPH
ATT.
POST
TYPE 1
POST TYPE
2
FTG.
(IN.)
MIN
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN
POST
TYPE
FTG.
(IN.)
EXP. B
EXP. C
EXP. B
EXP. C
16'-4"
34
G
20
29'-11"
39
G
23
61
2
2
2
2
14'-8"
34
G
20-
—26'=9'`
39
G
24
2
3
2
2
13'-4"
34
G
21
24'-5"
39
G
24
81
2
3
2
2
12'-4"
34
G
21
22'-7"
39
G
25
91
3
3
2
2
11'-7"
30
G
22
21'-2"
39
G
26
10•
3
3
2
2
10'-10"
30
G
22
19'-11"
39
G
26
11'
3
4
2
2
10'-4"
30
G
23
18'-11"
39
G
27
12'
3
4
2
2
9'-10"
30
H
23
18'-0"
34
H
27
13'
4
4
j 2
3
9'-5"
30
H
23
17'-3"
34
H
27
14'
4
5
2
3
9'-1"
34
H
24
16'-7"
34
H
28
15
4
5
3
3
8'-9"
34
H
24
16'-0"
34
H
28
16•
4
5
3
3
8'-5"
34
H
24
15'-5"
34
H
28
17'
5
6
3
3
8'-2"
34
J
24
14'-11"
34
J
918,
5
6
3
3
7'-10"
34
J
25
14'-6"
34
J
29
19•
5
6
3
3
7'-5"
34
J
25
14'-1"
34
J
29
20'
5
6
3
3
7'-0"
39
J
25
13'-9"
39
J
29
'
AND OR
SPACING
SLAB
MIN.
MUST
SPACING
NO. OF POST
EXCEED
a6 -8"
391
J
1 25
13'-4"
39
J
30
OR LESSER MUST BE USED
Iii+I U C il,s9 FOOTNOTE:'
COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS
FOOTNOTE: "SAMPLE"
j FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B a C.
DRAWN BY: K.K.
LATTICE
TOM CAMPBELL & ASSOC�(qA
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009POST
SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCFREESTANDING
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CANDA
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
SHEET 26 OF 30
REVISED BY: KK & D.P.
,. ..
90. 1008110 MPH
MAI AA7.7n7+ cnx em.itto m..,
10#
L.L.
90 MPH
FREESTAND.& ATTACHED OPEN LATTICE PATIOS
12' OR LESS EXP. B & C
3" SQ. STEEL BEAM
DBL. 3"x8"X.042"BEAM DBI-2'x6.5"x.032" BEAM
OR 3"x811BEAM
3"X8° BEAMMINSERT
FOR ATTACHED PATIOS
MINIMUM NO. OF POST
=
Z) p
O 1 m
O v g
FREESTAND
MAX.POST
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT. MAX.POST
SPACING
FREESTAND -ATT.
a = TYPE D FOOTNOTE: '
I—
o
m� POST TYPE 1 POST TYPE 2
Er
L<)
Z
SPACING FTG.
MIN.
FTG.
SPACING
FTG.
PIN
OST
FTG.
FTG. POST
FTG.
FTG. POST FTG.
(IN.) (IN.)
of
EXP. B EXP. C EXP. B EXP. C
r
rn O
(IN.)
TYOPE
(IN.)
(IN.)
TYPE
(IN.)
(IN.) TYPE
(IN.)
TYPE
4'
17'-0"
14'-4" 32
G
16
19'-2"
38
G
20
16'-4"
32 G
20 29'-11"
38 G 21
s 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 22
�, 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 23
2 2 2 2
7'
29
G
18
14'-6"
32
G
22
12'-4"
32 G
22 22'-7"
38 G 23
9, 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 24
,0 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 24
11 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 25
1z' 3 3 2 2
11'
, 29
20
11'-7"
29
G
23
9'-10"
29 G
23 18'-0"
32 G 25
,s 3 4 2 2
6'-2"
g _3
G
12'
5'-8"
8'-10" 29
G
20
11'-1"
39
G
24
9'_5^
29 G
24 17'-3"
32 G 26
14' 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 26
,s 3 4 2 3
14'
4'-10"
8'-2" 32
H
21
10'-3"
32
H
24
8'-9"
32 H
24 16'-0"
32 H 26
16' 4 4 2 3
15'
32
H
21
9'-11"
32
H
24
8,-5..
32 H
24 15'-5"
32 H 27
17' 4 5 2 3
4'-6"
7'-11"
16'
32
H
22
9'-7"
32
H
25
8'-2--
32 H
25 14'-11"
32 H 27
1B 4 5 2 3
4'-3"
7'-8"
17'
4'-0"
7'-5" 32
H
22
9'-4"
32
H
25
8'-0"
32 H
25 14'-6"
32 H 27
,s 4 5 3 3
32
H
9' 1..
32
H
25
7,-8„
32 H
25 14'-1"
32 H 27
20 4 5 3 3
18'
3'-9"
7'-3"
22
19'
3'_7n
7'-0" 38
H
22
8'-10"
38
H
25
7. 6.,
38 H
25 13'-9"
38 H 28
FOOTNOTE: '
HEADER AND OR MIN. NO. OF POST
38
38
H
26-
38 H
26 13'-4"
38 r 1 2S
REQUIRED SPACING MUST EXCEED
SLAB SPACING
20'
3'-4"
6'-10"
H
22
8'-7"
-QZoFE
ALLOWABLE
+ / IlOR
v iNlj FOOTNOTE:'
LESSER MUST BE USED
COL. TYPES D-1 =.024" SIDEPLATES,
USE ON CONC. SLAB ONLY
r
COL.
TYPES D-2 =.032" SIDEPLATES,
ON CONC. SLAB OR FOOTING
NOTE:
;
w N
FOOTING SHOWN
REPRESENTS
LENGTH OF
WITHOUT
SLAB.
Exp
"SAMPLE"
EACH SIDE OF CUBED FOOTING
FOOTING SIZE
•
FOOTNOTE:
WHERE SLAB OCCURS, CUBED
MAY BE REDUCED 6•• EACH SIDE FOR FREESTANDING ONLY.
C,�
`
FIGURE
INDICATES EXPOSURE
B
FIGURE INDICATES EXPOSURE C
SEE ALTERNATE FOOTING TABLES
Q
ADDITIONAL
FOOTNOTE: WHERE ONLY ONE FIGURE
SHOWN INDICATES EXP. B & C.
SHT. 10 FOR
ATTACHED
& SHT. 24 FOR FREESTANDING
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL
&ASSOCIATES, IN
LATTICE
POST SPACING TABLE
LIVE LOAD =
10.2. & 3o psr
DURALUM PRODUCTS,
INC.
DATE: SIOSI2009
COMMERCIAL
AND RESIDENTIAL
STRUCTURAL E GINEERING FREESTANDING
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 25 OF 30
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 7 1-2107
90.100 8 110 MPH
JWF;i age-�n7i Fox en?.ls+o
REVISED BY: K.K.
& 0 P.