10-0570 (PAT)r � •
P.O. BOX 1504 4�VOICE 760 777-7012
78-495 CALLE TAMPICO FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 6/25/10
Application Number: 10-00000570 Owner:
Property Address: 60463 WHITE SAGE DR WILLIAM LARANJO
APN: 764-270-999-77 -300231- 60-463 WHITE SAGE DRIVE D n Q
Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253 [jam
Property Zoning: MEDIUM HIGH DENSITY RES
Application Vaivatlurl: a sze JUN 2'8 1010
- -- — - - -- - - --=-- - - - - - - - - - — - - _Contractor: .
Applicant: Architect or Engineer: LA QUINTA PATIO COMPANY OFLAQUIWA
40133 CALLE LOMA ENTRADA FINaNCEOEPT
BERMUDA DUNES, CA 92203 "....
(760)574-1043
Lic. No.: 449379
-------------------------------------------------------------------------------------------------
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 Busine and Professionals Cod and y License n full force and effect.
License Clas : C51 No 93
Date: W C ractor:
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 ($500).:
(_ 1 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 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:
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.
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 SOUTHERN INS Policy Number WSII002541901
_ 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' compensa n provisions of Section
/p3700of the Labor C>�wi
hall for t omply t
h those pr, w'ns.
6aIe: (,(�w 14 plicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAG UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP 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 orrect. I agree to cam y with all
city and county ordinances and state laws relating to buildi nstructi , a ereb thorize r r ntatives
of his cpun�erpon the above-mentioned property i spec ti p o S.
Date: 1/��_ S' ature (Applicant or Agentl: Ao
Application Number . . . . . 10-00000570
Permit . . .
PATIO COVER PERMIT
Additional desc .
Permit Fee . . . .
108.00 Plan Check Fee
70.20
Issue Date . . . .
Valuation . . .
. 8326
Expiration Date . .
12/22/10
Qty Unit Charge
Per
Extension
BASE FEE
45.00
7.00 9.0000
THOU BLDG 2,001-25,000
63.00
•
Special Notes and Comments
(2) ALUMAWOOD LATTICE
SHA2E STRUCTURES
--- - - - TOTAL-LING--626-S.F. --AT
REAR -OF -RESIDENCE.-------.--
_......_....-....... _..... _........_.................. --
2007 CODES.
----------------------------------------------------------------------------
Other Fees . . . .
. . . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI) - RES
.83
Fee summary Charged Paid Credited
Due
----------------------------
Permit Fee Total
------------------------------
108.00 .00 .00
108.00
Plan Check Total
70.20 .00 .00
70.20
Other Fee Total
1.83 .00 .00
1.83
Grand Total
180.03 .00 .00
180.03
LQPERMIT
10'-9a"
GOLF COURSE
8'-58"
POOL
20'
--------------
rock b
SPA
8'-74"
PROPOSED ALUMAWOOD LATTICE SHADE STRUCTURES
60463 WHITE SAGE DRIVE
CITY OF LA CSU I NTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DAA /o -a 8-/4Y FC -
DRIVEWAY
I M�
17'-3Z"
9'-4g"
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
5331 Galloway Street, Alta Loma, CA 91701
(951) 741-2107
April 19, 2010
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 2005 Aluminum Design Manual, 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 me at (951) 741-2107 or at ticampbell(c.charter.net should you_require
additional information. `
Sincerely,
Tom Campbell, PE
Site Information
Owner's Name
Address
City/Town
State
"I"
No. 375^48
Exp.3/3'1{ i'1
yr
F 0j
(ac9q(P3 LJ[+iT& brZ
bi- 6�v � ie r;,r
Cc, - R Z 2,�;-3
Jun 24 10 05:03p
1-rilogy.
Trilogy at La Quinta Maintenance Association
June 24, 2010
William J. Laranjo, Trustee
60463 While Sage Drive
La Quinta, CA 9225;
Property Address: 60463 White Sage Drive
Dear Mr. Laranjo, Trustee:
APPROVED
We are pleased to inform you that your plans for an attached patio cover, received on 06/221,2010, have been
approved by the Design Review Committee per your submittal. When your work is comp9eted, please return
the attached noticed of completion form.
This approval does not constitute consent by the Association for the applicant to encroac), trespass, or build
on any property other than that of the applicant. This approval is related solely to the items reserved for
approval by the CC&R's in accordance with the ,architectural Guidelines. The approval dc --s not extend to the
quality of work done by your architect, or contractor; or to any structure; engineering, soiIs: engineering, or site
trading and drainage design, You are urged to obtain the services of a state licenced professional for
consultation as needed.
The Design Review Committee is composed of volunteers. As such, it does not review applications to ensure
compliance with building codes, or other local or state laws. Please be advised the_ this approval does not
relieve you from obtaining any necessary building permits fi•oni the governmental agencies involved to ensure
compliance with these codes. Any vio!ations of these ordinances • ill be your responsibili-v to correct. Thank
you for your patience in this matter and for complying with the Associ:ltion's policies and standards.
Sinely,
Fon the Desi t Re iew Committee
Bary Sterett; CLAM, CMCA
Association Business Manager
Enclosures
cc: Board of Directors
Design Review Committee
Prq essionally .1ianaged by Action Property d9anagernent, Inc.
60-750 Trilogy, f`a;,emay. La Quintet. CA 4235.3-7717
760-77.7-6059 800-400-2284 760-777-60.07 the
wi,rv.aelionli>re.c•om
Bin #
City of La Quinta
Building 8L Safety Division
P.O. Box 1504, 78-495 Calle Tampico)
Permit #
La Quinta, CA 92253 - (760) 777-70.2 ►�
51�
Building Permit Application and Trac{ing Sheet
1p �7l0� �U17%, ) Owner's Name: %L� I A'n"_ �-�-/9-A1, 0
Project Address: �
Address: 6 0 Yas t'� , L)
A. P. Number.
City, ST, Zip: ( U
Legal Description:
L,4 T-;P" P/�-%l L) 0--C Telephone:
Contractor. U(/J
Address: '10 - (3 3 C4 LL JI D/viA C N T1Z-AProject Description:
City, ST, Zip: I /J a 1 O C- A- .
q a °Z O ( o J4-L C-1
Telephone: 7 - S 7 4f
� � 3 7
CiLic. #: �% 9 / /P S � � 7� T e
State Lic. # :
_
Arch., Engr., Designer:
Address:
City, ST, Zip:
Construction Type: Occupancy:
Telephone:
Project type (circle one): New Add'n Alter Repair Demo
State Lic. #:
O �'
/#
Sq Ft.:
#Stories: Units -
Name of Contact Person: 1`_)/t} bZ
Name
% L'`�
4f
`
'7 - -744— /0'13
Estimated Value of Project: Z�
Telephone # of Contact Person:
APPLICANT: DO NOT WRITE BELOW THIS LINE
PERMIT' FEES
N Submittal Req'd
Recd TRACKING
Amount
Ite in
Plan Check submitted
Plan Sets
Plsn Check Deposit
Reviewed, ready for corrections
Structural Calc-s-
Plan Check Balance
Called Contact Person
Truss Calcs.
C.nstruction
' Energy Calcs.
Plans picked up
NUchanical
Plans resubmitted
Flood plain plan
21' Review, ready for corrections/issue E,eclrical
Grading plan
Rumbing
Called Contact Person
Subcontactor List
S.M.I.
Grant Deed
Plans picked up
Grading
H.O.A. Approval
Plans resubmitted
Developer Impact Fee
Review, ready for corrections issue
IN ROUSE:-
A.1.P.P.
Planning Approval
Called Contact Person
Pub. Wks. Appr
Date of permit issue
School Fees
I' -rutal Permit fees
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 & 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 THF DRAWING$ AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRLC I I HL VVURK ANU SHALL et 6ULtL I KV6eVIy3IDLC TOR r"ALL GONCTRUCTION nAF^^IS,
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 PA14ELS: 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 (HIP), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR
WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
21. THE RATIO (LIP). 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 (SIAS) 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 AC358 ACCEPTANCE CRITERIA.
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
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 IIJ ACCORDANCE WITH IBC SECTIONS 1505.3.1 8,1605.3.2.
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 BAND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DRAWN BY K1<I TOM CAMPBELL & ASSOCIATES, INC.
DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING GENERAL NOTES
SCALE: NONE RANCHO CUCAMONGA. CA (951) 7412107
RFVIRFn RY K K ,4 n P
LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: I
o, 20 z 3o Psl OURALUM PRODUCTS, INC.
HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SI -IFFY 1 OF 30
pn innr.i in mPN rG1nj 459.7n»1 c^Y ena.laio -j
SEE DETAIL FOR SPLICE ----
SOLID
PANEL TYPES
-1?OST
ATTACHMENT CHANNEL
SEE DETAIL
LENGT
OFSTRUC
ATTACHMENT CHANNEL
LENGT N OF
ALUMINUM
AAIO SNA
TNFI'RD
ALUMINUM SEE DETAILS
ANO Sl/
TNEP?O /EC
SROOF
FCT�N FENCOSEO/ES
ROOF PANEL MIN. 0.25" SLOPE PER FT,
IQN FENCS
ORCHEDULE
SPANS
MAY BE USED WHERE
SINGLE POST
S EE SCHEDULE
SEOCS
rolr.+naz:m+ r.nx nn..+sw �:.I��n.l^.=lum r•^++
. PERfvtITTED..
SEE SCHEDULE SEE SCHEDULE
SPANS
FOR
MAX. FIT.= IT
O. SPAN
MAX. HT.= 12'
O. .
-'��T
"O.H" NOT TO EXCEED 25%
.....,
WHERE REQUIRED
I/ I O.H " NOT TO EXCEED 25%
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE04
OF SPAN
DOTING
'9 EE SCHEDULE FOR FOOTING CUBE SIZE
r I OF SPAN
SEE DETAIL FOR SPLICE ----
r- v u
SEE DETAIL FOR SPLICE II V
-1?OST
OPTIONAL: CANTILEVER BEAfvt m v
/'OST SP
OPTIONAL: CANTILEVER BEAM
SEES C,HCING
SO. POSTS, SIZE VARIES CNEDULES
SLI= SUHLUULL FUK F F
POST SPACING = _
°C` S NvV
SO. POSTS. SIZE VARIES HFOULES
'FF SCHFnill F FOR =
PO5 SPACING m
3 1/2" SLAB ATTACHMENT
2 o' OT Tp 2 m
OF FkCFE
3 1/2" SLAB ATTACHMENT
ALTERNATE:
O. F
25, 'NOT TO y
° OF
MAY BE USED WHERE ALTERNATE:
Sp n
AN 0
MAY BE USED WHERE
SINGLE POST
SpA d ,
N
PERMITTED. SINGLE POST
SEE SCHEDULE SEE SCHEDULE
rolr.+naz:m+ r.nx nn..+sw �:.I��n.l^.=lum r•^++
. PERfvtITTED..
SEE SCHEDULE SEE SCHEDULE
MAX. FIT.= IT
MAX. HT.= 12'
-'��T
NOTE: NO SPLICE AT THIS �, �._��
POST ANDA END BAYS. �C��+�Q
��l"�
.....,
WHERE REQUIRED
NOTE. 0 SPLICE AT THIS
POST AND AT END BAY
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE04
NOTE: EACH COMPONENT ISI T I• CqA,
DOTING
'9 EE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
�cj
CHANGEABLE WITH ANY OTHER''�i
L et`
`'J , � () 1� I
I�/',1 .. LO�9
CHANGEABLE WITH ANY OTHER
COtv1PONTENT UNLESS OTHEk2�l OWN.
�;i
GOfv1PONTENT UIJLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER� I
� PE "B" ATTACHED MULTISPAN
W/CANTILEVER OPTION
I 14,j
EX�.3
LENGTH
oil111
LENGTH/ OF
ALUMINUMSTPUCTUR
ROOF PANEL
OF \`` 1
O.H. E V CMI-
ALUMINUM ST
ROOF PANEL MIN. 0.25" SLOPE PER FT. O I -I RUCTURE VARI
SEESCHEDULE
F' SEE SCHEDULE
CS
(�fAYNOTBEENCLOSED)
(A1gyNO7_8EENCLO\\�
FOR SPANS
O. SPA
SED)
O.H. _SPA
SPAN
"O.H." NOT TO EXCEED 25%
"O.H." NOT TO EXCEED 25%
OF SPAN
OF SPAN
SEE DETAIL FOR SPLICE
SEE DETAIL FOR SPLICE
Pp
OPTIONAL: CANT LEVER BEAM
FOR
POST
SEE PAC/NG
OPTI NAL: CANT LEVER BEA
SEE SCHEDULE FOR
Esc s CIN
SO. POSTS, SIZE VARIES SCHFpU G
SEE SCHEDULE
POST SPACING H
SC
SO. POSTS, SIZE VARIES KE614's
P()ST SPACING F
LES
3 1/2" SLAB
ALTERNATE:
O N
l'l. OT
25V Tp
Ov
3 1/2" SLAB
MAY BE USED ALTERNATE:
� M'
OF Sp EkCEE d
D
MAY BE USED
TO CONSTRAIN SINGLE POST
FOOTING. SEE SEE SCHEDULE
F S EEO
TO CONSTRAIN SINGLE POST
FOOTING, SEE SEE SCHEDULE
V
(I
NOTE O SPLICE A1' TI IIS
SCHEDULE
NOTE OST JD ATEIND SAYS.CE AT IS
SCHEDULE
POST) JD AT END B&YS.
J
WHERE REQUIRED -/
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
FOOTING
SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD
CHANGEABLE WITH ANY OTHER
1/2 x 9" STEEL ROD-
NOTE: EACH COMPONENT IS INTER-
COIv1PON1ENT UNLESS OTHERWISE SHOWN.
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
--vnr II(' II
Wli"ANITII GVGI? r1PT1(1N
TYPF I'n" FREESTANDING MULTISPAN MCANTILEVER OPTION
oanwlJ BY: K K.
TOM CAMPBELL 8 ASSOCIATES, iNC.
SOLID PANEL
LIVE LOAD =
10, 20 8 30 psl
PATIO COVER SYSTEM AS MFG. BY:
DURALUfvt PRODUCTS. INC.
DATE' 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES
HORIZ. WIND =
B269 ALPINE AVE , SACRAMENTO. CA 95626
SHEET 2 OF 30
SCALE' NONE
NON•KK
RANCHO CUCAMONGA, CA (9511 741-2107
90 1008110 MPH
rolr.+naz:m+ r.nx nn..+sw �:.I��n.l^.=lum r•^++
REALE,
A. f)P
RAFTER, SEE TABLE
FOR SIZE
At 10 SPACING
tAAX PROD
SEE SCHEDULE
'Mh% Oli Ola /�
2596 OF SPAN 1L'
SEE
LENGTH OF STRUCTURE VARIES—
SEF ��nqC/NG
e
NOTE: EACH COMPONENT ISJNTER-
CHANGEABLE
'°os
WITH
ANY OTHER,
COMPONTENT UNLESS OTHERWISE SHOWN. SEFTge<
OPEN LATTICE -TYPE PATIO
SCALE FITS - - •—
-ry —rl r -AX PROD TTA-t-Lair_n.CINl(,I"F•SPAN"
PAA
RAFTER. SEE TABLE SEE SCI1E I
AND FOR SIZE
ASPACIIJG
MAX ND O.H
OH
25`/e OF SPAN
HEIGHT
LENGTH OF STRUCTURE VARIES
OPEN LATTICE TYPES
F-Y/yrNOTE THIS OPEN LATTICE -TYPE STRUCTURE NIA% PROJ
SEE SCHEDULE
G BU/�O/NO MAY NOT BE ENCLOSED OR COVERED.
\ RAFTER, SEE TABLE
FOR SIZE
AND SPACING
lai
POST WITH SIDE-
PLATES SEE DETAIL
ISEE3 112' SLAB ATTACHMENT
MAY BE USED l4MERE
PERMITTED
SEE SCHEDULE
FOOTING WHERE REQUIRED,/SCHED, FOR FOOTING CU6573fii�
NOTE: OPEWOT E ENCLOSED
ST
�Y o.PC
N - -
MAY NOT BE.ENCLOSED G7 e
v
NOTE: THIS OPEN LATTICE.
MAY NOT BE ENCLO
POST CRC
SEE POST
'POST HEIGHT
SEE�CH€DUL
lV
LENGTH OF STRUCTURE VARIES
No. 37448
3 112" SLAB
NOTE: EACH COMPONENT IS INTER .0 MAY BE USED
CHANGEABLE WITH ANY O'i'HER SFP r SpgCy TO CONSTRAIN
FOOTING, SEE
COMPONTENT UNLESS OTHERWISE SHOWN. °Bcp Yc SCHEDULE
I
OPEN LATTICE -TYPE PATIO COVER 1O11I14GI4MERE REQUIRED
SCALE tJTS SEE SCHED FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
DRAMI BY' K K TOM CAMPBELL & ASSOCIATES, INC.
DATE'. 51052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SCALE. NONE RANCHO CUCAMONGA. CA (951) 741-2107
I RFV15FD BY, K K R D P
I
EACH COMPONENT IS INTER-
3EABLE WITH ANY OTHER
aNTENT UNLESS OTHERWISE SHOWN.
'PE "F" ATTACHED MI
MAX PROD.
SEE SCHEDULE
RAFTER, SEE TABLE
FOR SIZE
AND SPACING—
O.H.
J. e4Jgi- MAX O.H.
J O OV 25% OF SPAN
h
pOST � gtiG
q0'�G
OST HEIGHT
SE - HEOULE
LENGTH OF STRUCTURE VARIES
F 4ST/A G eD/(
D1�'c
POST WITH SIDE-
PLATES SEE TAIL
J12"SLAB ATTAC HMENT
h1.4Y BE USED WHERE
PERMITTED
J SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED FOR FOOTING CUBE SIZE
NOTE THIS OPEN LATTICE -TYPE STRUCTURE
T MAY NOT BE ENCLOSED OR COVERED
POST CRC
SEE POST
3 ilT SLAB
\\I\
ll MAY BE USED
p TO CONSTRAIN
NOTE: EACH COMPONENT IS INTER-
s osis FOOTING. SEE
CHANGEABLE WITH ANY OTHER
`F rq pgC.4 I J SCHEDULE
s�` VC'
�-FOOTING
COMPONTENT UNLESS OTHERWISE SHOWN.
'- WHERE REQUIRED
SEE SCHED FOR FOOTING CUBE SIZE
TYPE "H" FREESTANDING
MULTISPAN L TTICE STRUCTURE
PATIO COVER SYSTEM AS MFG. BY:
OPEN LATTICE
T
LIVE LOAD-
10. 20 3 30 PSI
DURALUM PRODUCTS. INC.
STRUCTURES
IHORIZ. WND =
B269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 30
90.1003110 MPH
I91R14h7.71121 FAX
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/11.0 MPH EXPOSURE -B & C
.25" 35' .75" f�� - 5"
.67" = TAB B W .4 35" I17..
40" /�V �A�'1• l.��q�t, 1.125.. 1160/
II9�I I.
70
2.46" 1.70" 7= TABL 6E OW
.40" 1.125.
3
.40" - w No 3/5.
1.48" 0 4 48 75'
3.00"-4.50"-4.50"-4.50"-4.50" 3.00"
Exp. 3 3 "
!_ 65. °..
24.00"
ALUM. ALLOY 3004-H36 OR EQUAL �� CIV Il ALUMe 1z
A �\Q' � . ALLOY 3004-1-136 OR EQUAL
24" TRI -"V" PAN
-7110
L.L =
(PSF)
PANEL" T'
(I N.)
90 MPH SPAN
100 MPH SPAN
MPH SPAN
EXP.13
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.018
11,_0.'
10'-0"
10'-0"
9'-0"
9'-7"
8'-8"
REVISED BY: K K 8 D P.
.024
12'-10"
11._7"
11'_7"
10'-4"
11•_0,.
101_0"
032
14'-9-
13'-4"
13._4'
I'd 0"
19,_3"
19'_3"
.040
21._6"
21'_6..
21._6"
21' 6"
21._6..
21'_6"
20
.018
9,_6,.
9,_6„
9. 6..
9,_6„
9,-6„
9._6.,
.024
10'-7"
10'-7"
10•_7'•
10'-4"
10'-7"
10'-0"
.032
11'-8"
11'-8"
11'-8"
11'-8"
11'-8'
11'.7"
.040
17'_9"
17'_9"
17'_9..
17'_9..
17._9..
17'_9"
30
.018
7'-9"
7'-9"
7'-9"
7'-9"
7'-9"
7'-9"
.024
9'-0'
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
.032
10'-2"
10'_2"
10'-2"
10'-2"
10'-2"
10'-2"
.040
16'-3"
16'-3"
16'-3"16'-3"
16'-3"
16'-3"
12" x 3 1/2" W PANEL
L.L =
(PSF)
PANEL"T'
(IN.)
90 MPH SPAN
WU MPH SPAN
110 MPI I BRAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.020
15'-1"
15,_1„
15'_1"
15'-1"
15'_1"
15'-l"
REVISED BY: K K 8 D P.
.024
16'_7"
16'_7"
16' 7'
16'-7"
16._7"
16'-7"
.032
19'-3"
19,_3.'
19._3..
19._3"
19,_3"
19'_3"
.040
21._6"
21'_6..
21._6"
21' 6"
21._6..
21'_6"
20
.020
12'_6"
12'_6"
12'_6"
12'-6"
12'_6"
12'_6"
.024
13,_8"
13._8"
13'-8"
13'-8"
13'_8"
13'_8"
.032
15'-10"
15'-10"
15'-10"
15'-10"
15'-10"
15'-10"
.040
17'_9"
17'_9"
17'_9..
17'_9..
17._9..
17'_9"
30
.020
11._5"
11._5..
11' 5"
11' 5"
11,_5"
111-5"
.024
12._7"
12._7"
12._7'.
12'_7"
12'_7"
12'_7"
.032
14'_6"
14'-6"
14._6"
14'_6.,
14,_6"
14._6"
.040
16'-3"
16'-3"
16'-3"16'-3"
16'-3"
16'-3"
PATIO COVER SYSTEM AS MFG. BY:
DRAWN 8Y: K.K TOM CAMPBELL 8 ASSOCIATES. INC.
LIVE LOAD =
DURALUM PRODUCTS, INC.
DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
10, 20 8 30 psf
HOR12. WINO =
6269 ALPINE AVE. SACRAMENTO. CA 95026
SHEET 4 OF 30
SCALE: NONE RANCHOCUCAMONGA.CA (951)741-2107
90. 100 8 110 MPH
+n w+ nv.�m+ onx nn�.+••+4 ���^^^•�+^^"'^^'
REVISED BY: K K 8 D P.
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS'
90/100/110 MPH EXPOSURE B & C
.77" .09R. (I.S.) 67" -
°N° 25„ ZZ FAN BEAM
nl
ALL UNMARKED RADII 06R ^ w�
2.5" _FE TABLE BELOW
45 - N
TYP Z 45
9 .75" 92- .75" 92" HEADER Ty P.
7'25 CEILING FAN AND/
8.00" OR LIGHT FIXTURE
i ALUM. ALLOY 3004-H36 OR EQUAL (MAX. 30 Lbs. )
8"x2 1/2" FLAT PAN
L.L.=
(PSF)
"T"
(IN.)
90,100 &110
MPH SPAN
EXP.B & EXP.O
10
.018
1
.020
13'-4" i LL
1
.024
14.-2,. 1\
.032
16-4"
.040
18'-4-
8' 4-20
20
.020
10,-11"
.024
12'-10"
.032
13'-4"
.040
15'-0"
30
.020
9'-5"
.024
032
11'-7"
.040
12'-11"
EXIST. WALL
I ""
Iz r° P -•:1/s i Ij G 7' f
No. P79413
II z.
Ar EXp.3i� T=.075" TYF- -
C 10- 3..
C�
QFC
.09R. (I.S.) .GT
.25"
ALL UNMARKED RADII .06R
2.5 T=SEE TABLE BELOW N
38"
1 25" 1.75"l 1.25" 1.75"� 125"
5.25"
6 00"
ALUM. ALLOY 3004-H36 OR EQUAL
ALLOWABLE SPANS
L.L.=
(PSF)
2" x 3" FAN BEAM
10#
2 V-6"
20#
17'-9"
30#
16'-3"
EXIST. WALL FAN BEAM ALUM. ALLOY 6063-T6
ATTACHMENT AT HANGER CHANNEL
SEE SCHED.FAN BEAM
\ HANGER HANNEL
3"
FAN BEAM
\ #12 S.M.S. SCREW \
#12 S.M.S. SCREW AT HANGER CHANNEL
FAN BEAM ATTACHMENT AT HEADER
FAN BEAM ,
3"
0.042"x3"x8" HEADER \#12 x 3 1/2" S.M.S. SCREW
AT HEADER
6"x2 1/2" FLAT PAN
L.L.=
(PSF)
"T"
(IN.)
90,100 5110
MPH SPAN
EXP.B & EXP.0
10
.018
13'-6"
.020
14'-3"
.024
15-7
.032
18'-1"
F
20'-2"
20
.020
1 1'-3"
.024
12'-10"
.032
14'-10"
040
16'-4"
30
.020
10'-9"
.024
.032
13'-8"
040
15-2"
I �
i
DRAV0,4 BY: K K
TOM CAMPBELL 8 ASSOCIATES. INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
10, 20 8 30 sl
P
DURALUM PRODUCTS. INC.
SCALE: NONE
REVISED BY: K.K 8 D.P.
RANCHO CUCAMONGA. CA t951)741
�,
1.
FAN BEAM
HORIZ. lA4ND=
70. 90 3 1101\•1PH
8269 ALPINE. AVE. SACRAMENTO.CA95826
MIRI
SHEET 5OF 30
a47-7n7i cnv 4f,Slo
I �
i
PANELFASTENERS
-12" X 3 I/C VV t HIVCL
L.L.= PSF
24"
100- MPH
110 -MPH
10
24" TRI -"V" PAN
#14 S.M.S.
L.L.= PSF
90- MPH
#14 S.M.S.
100- MPH
110- MPH
10
#14 S.M.S.
1 914 S.M.S.
#14 S.M.S.
#14 S.M.S.
20
#14 S.M.S.
RANCHO CUCAMONGA, CA 1951) 741.2101
#14 S.M.S.
#14 S.M.S.
30
#14 S.M.S.
REVICFn RY K K ft n P
#14 S.M.S.
#14 S.M.S.
-12" X 3 I/C VV t HIVCL
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.
1 914 S.M.S.
1 #14 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
90/100/110 MPH
'�. P'iAY U ii 'lu'J
w ~ Nlo, s 0481 m
clo-
EXPOSURE B & C
CT
6 0" 18 00"
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" 18"x2 1/2" FLAT PAN W/(2) -V'S
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.
LI VE LOAD =
DURALUM PRODUCTS, INC.
DATE: 5/0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL FASTENERS
10, 20 8 30 pst
HORIZ. WIND =
I
8269 ALPINE AVE., SACRAMENTO. CA 9582j
SCALE: NONE
RANCHO CUCAMONGA, CA 1951) 741.2101
90. 100 8 110 MPH
roar nc�-�mr FAY dn1. 151n �aie=n.lnni��SHEET 6 OF 30
REVICFn RY K K ft n P
RAFTER SPANS FOR OPEN LATTICE GOMME CI�AL`&-P._ATIOS
FFE '�v \ `
( Q . I— MAx.—I 2•• If
—�I 2 65" Imo— �,•Ia1f �) (1 /Q
Cl% r, r
1� ^
024'• / � 0 024"
032"
042" � � ,." —� 032'.
ALUM. ALLOY 3004.1-136 Ll h No. 370121O p r. �
OR EQUAL C,: `1
k. Exp ^ I I �- .
` 3004-H36 �
SEE NOTE BELOW' 1S1 C )L /1'OR oR E�EQUAQunL
c DBL. 2 x 6 112" RAFTER
ix 6 1/2" RAFTER -� _ I 5 c
_I m 90, 100 & 110 MPH
L.L.= "T" v 90,100 & 110 MPH
(PSF) (IN.) N o EXPOSURE B& C (PSF) (IN.) N o EXPOSURE B& C l
16" 21._1,.
16" 14'-11" .024
024 10 24" 17.2
24" 12._2..
16" 28._6..
.032
10, .032 " 24„ 24" 23'-3"
16'-5"
---� 16 — 24._10.. 16" 15._3,.
.024
04224" 12._5..
` 24•• 20._3. 20
16., 20._7..
16" 10'-10" .032
.024 24" 16'-10"
24"
16.. 13'-9"
16" 14•_7•. .024
20 .032 t
11' 11" 30 24" 11._2.. 18'-0"18._6.,.042 032 14._8'.
24
16"
.024
24" T-11"
90/100/110 MPH EXPOSUKL b & L
�I 3 0
Imo- � 8 0..
-CLEAR SPAN
042'
LIVE LOAD =
PLUM ALLOY 3004-H36
11 12
OR EQUAL
16
17 16 19 20 21
SEE NOTE BELOW
6 6
7 7 8
8
m m
0. u
3 x 8" RAFTER
L.L.=
"T"
90 & 100 MPH110
MPH
EXP. B& C
EXP. B
EXP.0
(PSF)
(IN.)
u o
9 9
10 10 11
16"
28._5..
28._5..
27._8..
11 11 12
.042
24.
23._2..
2T-2-
22._6..
10
14 14 15 15 16
20 I .042 I 24" 16._9.. 16'-9. _F16-9-
30 I .042 I 24. 5, 6.. 15._6.. 15._6..
16" 13'-l" 30 ,p32 .�* 'NOTE RAFTERS SPACED 16" FOC BE USED AT 32" O.C_ WHEN DOUBLED
--•S
24" 101-8" AND. SINGLE RAFTERS SPACED 24"0.C.,MAY,B_E USED AT_48':O.C. WHEN DOUBLED.
PROJECTION -
16" 16' 2" H SPAN
O
.042
24" 13' 2"
TRIBUTARY WIDTH
TABLE
-CLEAR SPAN
(FT.)
LIVE LOAD =
0. H. 6 7 8 9 10
11 12
13 14 15
16
17 16 19 20 21
0 3 4 4 5 5
6 6
7 7 8
8
9 9 10 10 11
1' q 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
111 11 12 12 13
3' — 7 7 8 8
9 9
10 10 11
11
12 12 13 13 14
q' — — — 9 9
10 10
11 11 12
12
13 13 14 14 15
5• — — — — —
11 11
12 12 13
13
14 14 15 15 16
TRIBUTARY r TRIBUTARY=
WIDTH 112 SPAN +O. H.
7
EQUAL TO CENTER SPAN TO CENTER SPAN
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
SPANS
10. 20 8 30 psi
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (9511741.2107
RAFTER
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
SHEET OF 30
RFVI'Fr)RY KK AnP
90. 1008110 MPH
r>Ydni.1Gi0 mlcclnlr4,rolnm mm
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H30 1.50"
.06 "
tom/
o WALL
V FASTENERS
ROLLFORMED HANGER
.01 (Z)90" .202"
DIA.
o 0 563" 281"
ALUM.ALLOY
6063-T6
EXTRUDED HANGER CHANNEL
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET. \
ALUM. PANEL 2x O)
3x ALUM. RAFTER
FASCIA BOARDEXIST. EAVES, RAFTER
ALLOWABLE PROJ. EXISTING EAV
SEE TABLE BELOW OVERHANG
EXISTING EAVE CONNECTION
WALL FASTENERS
T -
0j("'
SEE TABLE
AT 2x FASCIA
#14 SMS h@ PANEL
.25' R ---� 05
LOCKS OR #8 SIAS
AT EA CONTACT
LL=20E
LL=10 LL=20
.20
16" O.C.
COI•ITINUOUS A- RAIL
ROOF PANEL
(WHERE OCCURS)
BorC BorD
ALUM.ALLOY
HORIZ WIND =
6063-T6
# 14 SMS Q EA COWTAC I
w
WALL CONNECTION
O
A�M.ALLOY
(1063.1 b
I.R. HANGER
2740°
T=.060"
WALT. FASTENERS
SEE TABLE
I APPROVED 3" OR 4"
INSUL. ROOF PANEL
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA. WALL (STUD. MASONRY OR CONC.)
WIND
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
CELL AT FASTENER) OR CONC.
DESIGN W/ SIMPSON A35
16" O.C.
LL=20E
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10PLL=20LL=3090
16" O.C.
A BorD
BorD E E EK100
13'-10"
BorC BorD
BorD E E EK110
HORIZ WIND =
DBorD
BorD E E E JKDESCRIPTION
1 6'
OF LAG SCREW
(SEE NOTE BELOW)�
90 100 & 110 MPH
A=3/8"O x 1 1/2" @ 12" O.C.
J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMUNCRETE
LIJ t]g=3/8"p
x 1 1/2" @ 8" O.C.
'K=3/B"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
w¢
C=7/16"0 x 1 1/2" @ 10" O.C.
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27. SHEET 1
)No-
D=7/16"O x 1 1/2" @ 12" O C.
2•-0••
29'-3"
E=3/8"O x 4" @ EACH STUD
F=7/16"O x 4" @ EACH STUD
EXIST. RAFTER
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20E
TOM CAMPBELL & ASSOCIATES. INC.
2.• 4.,
FULL OR
16" O.C.
1'-6"
16'-8"
13'-10"
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
2'-0" 11'_8" 8'-8"x
HORIZ WIND =
4
24" O.C.
1 6'
10•_8•'
8'_3'FULL
90 100 & 110 MPH
2 0" 7'-0" a' 6"2"x6"
FULL OR
NOTCHED24"
O.C.2"x8"
2'-0"
17'-6"
14'-0"2"x8"
FULL
24" O.C.
2•-0••
29'-3"
25'_0"
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L 42 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"Ox5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD)
THE INSTALLATION OF LAG SCREWS C WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4
RESPECTIVELY
1 1/2"
��EE
Gy
~ No. 37
\ r Exp. R -
w
N
CD
a
i O
-O
.P
N
O
0
114 SMS T&B
1- AT 12" O.C.
Iw
191
; Y U ii 10117
10# L.L.=(2)414 SMS EA. SIDE
200/30#L.L.=(2)#14 SMS EA. SIDE 3/16"
U -BRACKET 8" 0 STEEL
0 1/4"0 HOLES.TYP
�3/4' OR 1'1/2" 0 NOTE' PROVIDE WATER
8 a C � CY JOINTS AND SLOE FLASHING
2•' x 6 1/2" OR p I TO GRAIN
5" MIN. 3" x 8" ALUM.
TYPICAL BRACKET AT EVERY 2x
RAFTER
/4" OR 1 1/2
\ EXISTING WOOD STUD FRAMING
\ FORSPAM SEE ALLOWABLE
.EC
K/RAFTER SPAN TABLE
LENGTH \
/ i I L \ 2..6 OR 2.0 LEDGER
2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10sf RAFIER
2 EACH'7/16"O x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf (3)47l4x3112" W S )-#14x1 3/4"
(2" MIN. PENETRATION INTO PATIOCGVER
EXISTING WOOD STUD)
RAFTER TO
WALL CONNECTIONO NOTE PLACE "SIKH FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AHL, COMP
SHINGLE ROOFING TO PROVIDE SEAL
OBRACKET CONNECTION
NOTE' BRACKET
MAY BE MOU14TED
BELOW RAFTER W/
SAME CONNECTION S.
PATIO COVER SYSTEM AS MFG. BY:
DRAWN 81': K.K.
TOM CAMPBELL & ASSOCIATES. INC.
HANGER CHANNEL
LIVE LOAD=
10. 20 & 30 osl
DURALUM PRODUCTS. INC.
DATE, S�05J2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
HORIZ WIND =
8269 ALPINE AVE . SACRAMENTO, CA 95826
SHEET B OF 30
SCALE' NONE
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENTS
90 100 & 110 MPH
RFVISFfI R1" K V. RNP
COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT
DETAILS
I
3.00" S"Q.
3.00" SQ.3.00"SQ.
#10SMS
�I
I
I�
88"
"x
032"
5.5"0751,
EA. SIDE
,�
ALUM3" -
o
I@24"O.C..
I
11
3=4"SQ.xt=.188
'��
I
032"
14"R
TYP. — _ .04o', ALUM.
1048" STEEL
K =5"SO.x1=.18811
B3.0"
G)
5/8"
PLASTIC PLUG
28"
O
4.0" OR 5.0"
r `
`O
3" SQ. ALUM. POST
=.3" SQ. ALUM. POST -
3 ALUM. POS
MAG POST
SQUARE
ALUM. ALLOY 3004-H36
6
STEEL EL PPOST ?
WITH SIDE PLATES OD
. .
3" SQALUMPOST
STEEL POST
ALUM. ALLOY 3004-H36
ALUM. ALLOY 3004-H36
ASTM A36 GRADE 40
STM A6 .
A653 A 40 /
ALUM. ALLOY 6063-T6
•
ALUM. ALLOY 3.00" "—
6063-T5' 2.40"
••
-I} 2.0"
-1+-
1.375'
Ck 7/16"OHOLE 56" 2 FLANGES
O
2 1/8" APART
75
• 0
o
ASTM GRADE 36 STEEL 1.125' 2.5"
.75' 75" BASE FLARES
1.60"
.157" TO 3"WIDE EA.
TYP.= _ __ _ SIDE OF FLANGES
1.50
1 USE FOR 3" 1_
INSTALL WASH. PLATE ,090" TYP.
1%' x 5/16" x 5Y2' WHEN USING
POST ONLY 5..75
(C. 1-7/16"0 HOLE
IN 110 MPH WIND AREA
.090" BRACKET FOR 3" POSTS
I 2- 5/16"oHOLES &TYP. EA. IDE
ALUM "T" BRACKET
STEEL "T" BRACKET 5
T=.060" TYP— —
I
-3/8" LAG SCREWS OR
f,iAY 0 t� %�Il9
�3
4;-114" LAG SCREWS
J (2.5" PENE. INTO EA. STUD)
J
'
VES
I
'U o
3
X
LU
I
..
I
O i
Lu No. 79 8 j
Exp' '21
3,./�`
ALUM. ALLOY
Y /
01P
6063-T5
3" x 8" ALUM. RAFT. BRACKET
CALF
3" x 8" ALUM. HEADER
HEADER BRACKET
I
"H" BRACKET
DRANA`I By. K.K.
DATE: 51051?009
TOM CAMPBELL & ASSOCIATES, INC.
COLUMN /
LIVE LOAD=
PATIO COVER SYSTEM AS MFG BY:
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST TYPES
10
0, 20 A 30 Ps
DURALUM PRODUCTS, INC.
RF.VISF.n fl`I KK AIBP
RANCHO CUCAMONGA. CA (951) 741-2107
1A1ND =
90. 1008110 MPH
8269 ALPINE AVE . SACRAMENTO. CA 95626
1-1a47.7n71
SHEET 9O 30
COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
ALUM "T"BRACKET USE WITH
POST TYPE B.C.D. OR E STEEL POST ONLY: Lr—If V_�I 11
"T" BRACKET STEEL "T'BRACKET USE WITH I USE'POST TYPE (3)•518"0 BOLTS
L 3" SQ. POST W/ POST TYPE B.C.O.E,F.G.H.J OR K I F. G..H,`J-OR K FOR POST TYPE
3" SO. POST 3" SO. POST ALUM "T"BRACKET
(2)-#12 SMS EA. USE (2).3/8"0 HILTI
SIDE OF POST OR KVIAK BOLTS OR EQUAL
1/4" M.B. THROUGH STEEL "T"BRACKET. ,1/2 DEPTH OF I i (2)-112"O BOLTS
POST SEE NOTES BELObV USE (2)-318"O HILTI KWK FOOTING OR \ FOR ALL OTHER
BOLTS OR EQUAL/
12- MIN. EMBD I I CONDITIONS
(2)-3/8"0 HILTI "KWIK"' ( 2" MIN EMBEDMENT DEPTH
BRACKETBOLTS.OR EQUAL: EACH FOR KWIK BOLTS
MINIMUM DISTANCE TO
EDGE OF SLAB = 2-1/2"
SLAB SHALL BE IN
GOOD CONDITION
3 1/2" MIN.
EXISTING SLAB
ATTACHED
ALTERNATE FTG
CUBE SIZE
SO 18" DEEP
' CUBE FTG
18"
18" SO.
12"
20"
21" SQ.
12"
22"
25" SO.
16"
24"
28" SQ.
20"
26"
32" SO.
23"
28"
35" SQ.
25"
30"
39" SQ.
28.,
32"
43" SQ.
30"
34"
47" SQ.
32"
3G"
51" SQ.
34"
38"
55" SO.
37"
40"
60" SQ:
39..
42"
64" SO.
41"
44"
69" SQ.
43"
' CUBE FOOTING W/ 3 1/2' SLAB
DE
POURED CONCRETE
FOOTING SEE NOTE
FOR SIZE
SEE FOOTING
SCHEDULE SQUARE—I
3" SQ. POSTS TO CONC. FOOTING
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE SINGLE POSTS
BOLTS FAIRED.
23" S 24" CUBE (2)-1/2"0 3 1/4"
25" - 30" CUBE (4)-1/2"0 3 1/4"
31" - 34" CUBE (4)-5/8"0 4„
35" - 39" CUBE (4)-3/4-0 4 'AN"
3/4"0
40" - 42" CUBE (4)- a 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 BM.
VV/INSERT, MAG. BEAM, 4" OR
7" 11 -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE. 2" X
"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
•r
u
No. 37948
Exp31'311) L
i'INSERT
x.188"
ASTM A3 -
STEEL
3/16"
3- SO POST (STL.)
OR FLUTED
OR 4•• SO POST (STL )
INSERT
PL.5/8"THK. --
1 1/2" 6•• 11 1/2"
WELDED STEEL BASE PLATE
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
9" SO. x 5/8" B. C. D. F. G. 8 H
(;;.; :;lily FREESTANDING
BASE PLATE ANCHOR
rr��++ BASE PLATE ANCHOR BOLTS (SIZE B TYPE)
FCJ�/pp, (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
x9x 5
9""/8" STEEL PER I.C.C.'ESR-1917 OR EQUAL
C' 1/pif� Q (4 3/4" EMBEDMENT DEPTH )
W
8
DRAWN Bl': K.K.
IU– W
J
LL
W n
PATIO COVER SYSTEM AS MFG. BY:
W W
N =
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
= U
10. 20 8 30 psl
DURALUM PRODUCTS, INC.
a
•w
(1)-1/2"0M 8
0
X9 LONG. 1"
SQUARE
FROM END
SEE FTGS„
OF POST
SCHEDr'
SQUARE POST EMBED.
90 1008 110 MPH
INTO FOOTING - \`
NOTES:
1. DO NOT USE ALUM. "T"
BRACKET WITH 3X8 BM.
VV/INSERT, MAG. BEAM, 4" OR
7" 11 -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE. 2" X
"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
•r
u
No. 37948
Exp31'311) L
i'INSERT
x.188"
ASTM A3 -
STEEL
3/16"
3- SO POST (STL.)
OR FLUTED
OR 4•• SO POST (STL )
INSERT
PL.5/8"THK. --
1 1/2" 6•• 11 1/2"
WELDED STEEL BASE PLATE
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
9" SO. x 5/8" B. C. D. F. G. 8 H
(;;.; :;lily FREESTANDING
BASE PLATE ANCHOR
rr��++ BASE PLATE ANCHOR BOLTS (SIZE B TYPE)
FCJ�/pp, (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
x9x 5
9""/8" STEEL PER I.C.C.'ESR-1917 OR EQUAL
C' 1/pif� Q (4 3/4" EMBEDMENT DEPTH )
W
8
DRAWN Bl': K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE 510512009
SCALE. NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN
SURFACE MOUNT
10. 20 8 30 psl
DURALUM PRODUCTS, INC.
RFVISFf1 R\' K K ADP
RANCHO CUCAMONGA. CA 9511 741-2107
(
AND EMBEDMENT
HORIZ WIND =
8269 ALPINE AVE, SACRAMENTO. CA 95826
90 1008 110 MPH
/0181 A57.7n71 FAY 4m.15 10 calnc/nlrhvaliim-
SHFFT 1n nF 3n
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61
GUTTER EXT. CLIP
GUTTER EXT. CLIP
3.00" SQ.
f00"
SPLICE WHERE
OCCURS —�
SPLICEWHEREOCCURS
SPLICE WHERE1.79"
i(7 `fl3., 2.57„
4s
4
6-
.075"
TYP.
14"R
2.19"
I
204.. —
TYP. o4s'
2.08"
204....
.065"
.065"
TYP.
I
-—
2.93"
TYP.
3 0'
.28"
4 0000"
ASTM A653 GRADE 40
2 7"
.038" R.F. GUTTER
FASCIA -ALUM.
ALLOY
O
ALUM. ALLOY
6063-T6
O
ALUM. ALLOY
6063-T6
O
ALUM. ALLOY
6063-T6
O
E
6.53ROLLFORMED
4 5" GUTTER
MAG. GUTTER
MAG BEAM
3" SQ. STEEL BEAM
4„ I
I 3.0"
_
6 5..
2" I�—�024"
MAX.2.. I�—6.5"
� 'I �
.042"
SPLICE
WHERE 4"
OCCURS 070.
SPLICE WHERE—�
OCCURS
.
I — 032" 1
042..
y
.032"
B.0°
TYP
— .110"
TYP.
ALUM. ALLOY
ALUM. ALLOY
ALUM. ALLOY 3004-H36 OR EQUAL
ALUM. ALLOY 3004-H36 OR EQUALXJ
ALUM. OROEQUAL 4.H36
6063-T6
O
6063-T6
O
J
2
O
4" I -BEAM
7" I -BEAM
x 6 RAFTER
DBL. 2 x 6.5 BEAM
3 x 8 BEAM
—� 3.0" —
Ll
--T
I—.042"
3,. 3„ 6..
MAX.—I I —��
1 25"�I
v li4"
ALTERNATE STEEL C -BEAM FOR ALUM. [-BEAMS
]-BEAM = 7"x 2 3/4" x 16 GA. STEEL C BEAM
8
042
—�
T=
)GRADE
7.875"AZ�j/)
7" I -BEAM = 12"x 3 1/4" x 12 GA. STEELyG5 ,
STM A6
f r CAT
ALUM. ALLOY 3004-H36 O
'
ALUM. ALLOY 3004-H36
��-
L! 1 No. ] :�i� rr
OR EQUAL
\, OR EQUAL M
O
—I. 2.875 N
3,xi8,BE O
Exp. 3r
3 x 8 BEAM W/ STL. INSERT
1lUBL. 3.x,8.8 M7
AM
STEEL•I11U�
,
�,;1
DRAWN BY K K.
DATE: 5/05/2009
TOM CAMPBELL 8 ASSOCIATES. INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
LIVE LOAD =
10. 20 a 30 pst
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS. INC.
ee
tl
SCALE' NONE
RFVISFn RY- KK R D P
RANCHO CUCAMONGA• CA 1951) 741-2107
L
I
=
HORI2. � 11O
90. 100 8 110 MPH
6269 ALPINE AVE. SACRAMENTO, CA 95026
lata, 459.7m1 FAY dM.151a =alo�n�ru vabim mn,
SHEET 11 OF 30 Y,
_ y
SPLICE DETAILS 1 1 1 BEAM TO POST DETAILS <z)
SIMPLE SPLICE
FULL MOMENT
I � I
I I
k10 S.rA S. - 1��� #12 S.M.S. II
(81OT (24 TOT
TYP. THICKNESS IlGR1NESS = .035 TYP. THICKNLISS = .035"
6 36"
II II
+ + + + ++ + + i + + ++
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRI-Inc') OR 6063-T5 FOR EXTRUDED
NOTE: USE SINIPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS I NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SO. POST,CONNECTWEB
(6061-T6) ALTERNATE I I TO POST W/(2)-1/2"0
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS. A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. THRU-BOLTS
C BEAM
3 I TOTAL= (8)-1/2"0 BOLTS I i iI POST
�. SO.
1.00" '{( �ESs/Q/v�
0 �--E) 0. 0 / 1. C'q .� r BEAM TO POST CONN.
(2)#10 S.M.S @ EA.
VALLEY. TYP.
SPLICE WHERE air
OCCURS
_.070'
TYP.
AIUM.ALIOY
6063•T6 16" 1"
4" I -BEAM 3'-0"
MOMENT C -SPLICE i
Z r' m
Lu F` No. ''7:;48 rn
P'
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 -BEAM
DRAWN BYK K
DATE: 5/0512009
SCALE: NONE
RFVICEfI RN' K K A n P
012 METAL BACKED.
NEOPRENE WASHERED
TEK SCREWS (ED 8"0 C.
[nAX. STAGGER IN BEAM
\ FLANGE
PANEL
4"x3" ALUM. "I" BIA. OR / (4)-1/4"0 M.B. BEAM
7"x4" ALUM. "I" BM._
If TO BRACKET
2- 3/8"0 M.B. TF113U STL. "T"
BRACKET TO POST.
POST, SEE SCHEDULE
ALTERNATE BEAM TO POST CONN.
MOMENT C -SPLICE
TOM CAMPBELL & ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM 10.20 E 70 psl DURALUM PRODUCTS, INC.
RANCHO CUCAMONGA, CA (951) 741-2107 SPLICE DETAILS HOR12. W IJD = 8269 ALPINE AVE. SACRAMENTO. CA 95826
90 1008 110 MPH Iolal e12.7mI cAv dni.lcla < i—A,H...aI SHEET 12 OF 30
I BEAM TO POST CONNECTION DETAILS
OPTIONAL DECORATIVE FASCIA
( WOOD. ALUM OR HA.RDBORD )
T 2414 x 1/2" S.M1S. EACH SIDE OF 3"
SQ. POST (4 -TOTAL)
ALTERI4ATE: 1/4"0 BOLT W/ WASHER
EA, SIDE OF 3" SO POST
5!},
r + 1.10"
0
50"1
_ +_ °—�I{
III—y 3" SO POST.
2 35"
2.014 x 1/2" S.M S. EACH SIDE OF Y
SO. POST (4 -TOTAL)
ALTERIJATE: 1/4"0 BOLT W/ WASHER
EA. SIDE OF 3- SO POST
SO. POST
OR .240"
GUTTER FASCIA
MAG BEAM 3" SO POST
3"SQ. STL. BEAM
x 8" x.042" BEAM,
' SQ. STEEL OR
AG BEAM.
I
(4)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT.=16
" X 3" ALUM. OR
;TEEL POST
14
H - BRACKET TO POST
ALUM'ALLOY 3003-1-124
r�
I.28"
�f J
P1, f
2"x3" LATTICE TUBE
B X f"SMS-.2'112"
OR 3 1/2", TYP.
i 1 112" OR 2" SO. OR 2"0" LATTICE
@ 3"O.C. MIN. UP TO 7"O.C. MAX.
RAFTER
Lf TTICE TUBE TO RAFT
17
\)414 S.M.S. EA. SIDE (4) -TOT.
H14 S.M.S. TOP & BOTT. (2) -TOT.
#14'x 1/2" S.M.S. TOP \F�
& BOTT. (2) -TOT. 1 1/4
R• ROOF.PANEL 4.. 6
OLLFORME
EXTRUDEDG OR
FASCIA GUTTER ALUM. BRACKET x
FASCIA
1114 S.M.S. @12"O.C.
2.. 1..
6 1/2"x2"x
.024 -RAFTER
ALUM. ALLOY 3003-1-124
1.50" 1.50
28--1 - 21I �-,,,
' U01-1
f
1 1/2" SQ. OR
2" LATTICE TUBE
RAFTER "TAIL" TO GUTTER 15
3.125" FOR 3 x RAFTER
2.125" FOR 2 x RAFTER
f
�./2„ t = .040"`a 6063-T6
t = .040" 3004-H36 ALUM.
(4) - #14 x 3/4" TEK SCREWS
BRACKET TO RAFTER
11/2" MIN.
0
7
1 (4) - #14`x.3/4" TEK SCREVVS OR (6) #10 x 3/4" TEK SCREWS
T
BRACKET O BEAM
'U" BRA'.KET - RAFTER TO BEAM 1,$
PATIO COVER SYSTEM AS MFG. BY:
ORAwN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
BEAM O POST
LIVE LOAD =
10. 20 8 30 ps1
DURALUM PRODUCTS, INC.
DATE 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHMENT
HOR IZ. Vv1ND =-
6269 ALPINE AVE., SACRAMENTO. CA 95626
i
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
_ ,
90. 1008110MPH
�oiai esv�mianx amnaio calncFlA,volum �..m
�SHEET 13 F30
RF.VIRFf1 RY�KK Al1P
DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION
/BEAM SPLICE TO
1 1/2" OR 2"LATTICE I I J/,r 5/8" 0 PLASTIC
#8 S.N1.S. OCCUR DIRECTLY_OVER
ALTERNATE 1I2 I �rl POST--� PLUG WHERE
DOUBLE RAFTER- I I I`@ 2-POST.UNITS SCREW IS INSIDE
BOLT CONNECTION PLAN 2 I 6 SCREWS_ \
fALTERNATE: PER SIDE LTE4 414 S.M.S. EACH 5^ 5" #14 SMS MAY -AFTER TO COL. o -BE USE AS
ONNECT. (8 -TOT.) 3.5" 3.5 ALTERNATE TO
o- 1!4"0 BOLTS
3.5" 3.5"
4 s Dr. 6- ❑1 OR ❑2
I /
� ----- --- ' I 6-#14 SMS EA.
SIDE I .I 6 1/2" SIDEPLATE EA--!
3"x 3"STI.POSI" (24") l o l
ALTERNATE: I #14 SMS'EA_SIDE i SIDE SEE POST-SCHEDr
INSERT ATTACHED OR (2)-2x6.5" OR
Yx 3"STL.POSTCOLUMN I I (2)-3"x8"HEADER TOP, MID HEIGHT,
FOR FREESTANDING AND BOTTOM------
3"SQ-POST BETWEEN SIDE PLATES
(2)-1/2"BOLT
�2"x 6.5" SIDEPLATE BEAM TO-POST'CONNECTION
-POST-SGHEDULE� 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.
I UE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING'
EXIST.
SHEATHING - .�:•/"Ij.) .,;,I,�;i
#8 S.M.S. EACH SIDE
J
LATTICE 1 1/2" OR 2"
2"x6" LEDGER (NEW OR EXIST.)
w (2) 3/8" LAG SCREW
2"xG.5" OR 3"x8" RAFTER tiQ) <p';➢
ALTERNATE: 1/2" BOLT LLJ
\ Exp. 3 31
ALTERNATE: <f� �civi
2)- #14 S.M.S. EACH RAFTEREXIST. \ .
1' STUCCO OR EOUAL
TO COLUMN CONNECTION (4 -TOTAL)
ALTERNATE: 2.5" PENE.INTO EACH WOOD STUD i.
ALTERNATE. (2)- 24.5" OR (2)-3"x8" HEADER V
3"x3"x0.024" (1) - 1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
STUB COLUMN TO DOUBLE HEADER CONN. 20
DRAWN BY'. K.K. TONT CANIPBELL & ASSOCIATES. INC.
LIVE LOAD = PATIO COVER SYSTEM AS IJIFG. BY:
DATE* 5/05.2.009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
t0. 20 30 psl DURALUM PRODUCTS, INC.
SCALE NONE RANCHO CUCA6•tONGA, CA (951) /41.2107
CONNECTIONS
HORIZ WIND = 8269 ALPINE AVE, SACRAMENTO. CA 95826
SHEET 14 OF 30
RFVIRPD R\' I! x ADP
90 100& 110 MPH /Qia, d4J.7mi FAY dM.tSiQ �ah�d;�n„roe,m ��m
10# L.L. 90 MPH FREESTANDING
& ATTACHED SOLID PATIOS
12' OR LESS EXP. B & C
6.511 ROLLFORM
4" I -BEAM
4.51' 1 MAG GUTTER
MAG BEAM
3" SQ. STEEL
BEAM
,.
H2:
:30
MAX.COL.
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
FREESTAND ATTACHED
MAX.POST
MAX.POST
FREESTAND
ATTACHED
MAx POST
FREESTAND
ATTACHED
sy
SPACING
SPACING
SPACING
SPACING FTG. NIIN. FTG.MIN
SPACING
SPACING
FTG.
N1IN
FTG
MIN
FTG.
MIN
FTG
MIN.
FTG.
MIN
FTG
MIN
FTG.
fv11tJ
FTG.MIN
1-
ON SLAB
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.) I
POST
TYPE
(IN.)
POST
TYPE
POSTPOST
(IN.) I TYPE (IN ) TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POSTPOS
TYPE
(IN.)
TYP
4'
17'-0"
13'-9"
32
F
19
B
17'-6"
32
G
21
B
13'-10" 32 F 19 B
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'-571 32 F 20 B
11'-8"
29-
F
20
B
12'-2"
'32
F
21
B
GI
111-411
11'-3"
20
F
21
C
14'•11"
3L
G
2?
[�
11' 4" ?� F 21 e,
10' 10"
20
F
21
B
11,-1„
29
F
92
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'
7'-7"
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
10'
6'-9"
8'-9"
29
G 1
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
11'
8,4„
29
G
23
B
11'-0"
29
G
25
B
8'-4"I 29 G 2 B
8'-0"
29
G
23
B
8'-2"
29
G
25
B
6'-2"
12'
5'-8"
10'-6"
29
G
25
B
7'-8"
29
G
23
B
7'-10"
29
G
25
B
13'
5'-2"
10'-2"
32
H
25
B
7'-4"
32
H
23
B
7'-6"
32
H
25
B
14'
4'-10"
9'-9"
32
H
26
B('ti';I
it v ;i'•
— _
7'-1"
32
H
24
B
7'-3"
32
H
26
B
15'
9'-5"
32
H
26
6-10"
32
H
24
B
7'-0"
32
H
26
B
4'-6..
16'
9'-2"
32
H
26
B'll!
gyp'
6'-8"
32
1 H
24
B
6'-10"
32
H
26
B
4'-3"
17'
8'-10"
32
H
27
B
m
w
6' S
32
H
24
B
6'-7"
32
H
26
B
4'-0"
i .I; ''.'c.
18'
8'-7"
32
H
27
B
ExID. 3
\
6'-3"
32
H
25
B
6'-5"
32
H
27
B
3'-9"
¢t
-�
19'
8'-5"
38
H
27
B
` ,I 11
6'-1"
38
H
25
B
6'-3"
38
H
27
B
3'-7"
\
20'
8'-2"
38
H
27
B
_
5'-11t'
38
H
25
B
6'-1..
38
H2
B
3'-4"
POST F MAX HT.= B' FREESTANDING ONLY
NOTE: FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B FIGUR E INDICATES EXPOSURE C
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED B" EACH SIDE FOR FREESTANDING ONLY.
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE S OWN INDICATES EXP. B & C.
SEE ALTERNATE FOOTING TABLES
Sill'. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
DRAWN BY- K K
TOM CAMPBELL &ASSOCIATES, INC.
SOLID I
POST SPACING T. BLE
LIVE LOAD =
10, 20 8 JO p5f
PATIO COVER SYSTEM AS MFG. BY:
DURALUNI PRODUCTS, INC.
DATE' 51052009
14
SCALE NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
AND ATTACHE
HORIZ. WIND =
6269 ALPINE AVE ..SACRAMENTO. CA 95026
SHEET 15 OF 30
REVISED K K P. O P
RANCHO CUCAMONGA. CA (951) 741.2107
g0 100 & 110 NIPH
ot�t es�.7m � r. .. e•.mn,�..L,.........
10# L.L. 90 MPH FREESTANDING
& ATTACHED
SOLID PATIOS 12' OR LESS EXP. B & C
rOR
I- F
7) 0
I—
p Z m
U U 5
a d Z cn
g p
7" I -BEAM
DBL. 3"x8"x.042"BEAM
DBL.22" x6 5Xxx.03E BEAM
3"8"BAM
3"x8" BEAM w/INSERT
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
Ir
j o
m
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FOR DBL.
2" x 6.5x.032"
MAX.POST
SPACING
FOR 3" x 8"
BEAM
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN
POST
TYPE
FTG
(IN
MIN.
POST
TYPE
FTG.
01'4)
MIN
POST
TYPE
FTG
(IN
MIN.
POST
TYPE
4
17'-0"
28'-10"
38
G
23
B
19'-2"
38
G
20
B
13'-7"
13'_7°
32
F
23
B
24'4"
38
G
23
B
4'
5'
13'-7"
25'-10"
38
G
24
B/E
17'-2"
32
G
20
B
12'-1"
12'-2"
32
F
24
B
22'-2"
38
G
24
B
5'
6'
11'-4"
23'-7'.
38G
25
B/E
15'
32
G
21
B
11'-1"
11'-1"
29
F
25
B
20'-3"
38
G
25
B/C
6-
7'
9'-8"
21'-10"
38
G
25
B/E
1a' 6"
32
G
22
B
10' 3"
10' 3..
29
G
25
B
18'-9"
32
G
25
B/C
7'
8'
8'-6"
20'-5"
38
G
26
B/E
13' 6"
32
G
22
B
9'-7"
9'-7"
29
G
26
B
17'-6"
32
G
26
B/E
8'
9'
7'-7"
19'-3"
38
G
27
E/
12,_9„
32
G
22
B
g' 1"
9' 1"
29
G
27
B
16'-6"
32
G
27
B/E
9'
10'
6'-9"
18'-3"
38
G
27
EX
12'-1'`
32
G
-23
B
8 7„
8 7„
29
G
27
B
15'-8"
32
G
27
B/E
10'
11'
6'-2"
17'-5"
32
G
27
E/F
11' 6,.
29
G
23
B
8'-2"
8'-2"
29
G
27
B
14'-11"
32
G
27
B/E
11'
12'
S'-8"
16'-8"
32
G
28
E/F
11,_1„
29
G
24
B
7'-10"
T-10"
29
G
28
B
14'-4"
32
G
28
B/E
12
13'
5'-2"
16,-o,,
32
H
28
EZ
10'-8"
32
H
24
B
7'-6"
7'-6"
32
H
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' 3.,
7'-3"
32
H
29
B
13'-3"
32
H
29
B/E
14'
15'
4'-6"
14'-11'
32
H
29
E/F
9'-1o'- .
32
H
24
B .
7'-0"
7'-0"
32
H
29
B
12'-10"
32
H
29
B/E
15
16'
4'-3"
14'-5"
32
H
29
F
9,_7,
32
H
25
B
6,_7
6-_9,
32
H
29
B
12'-6"
32
H
29
B/E
16'
17'
4'-0"
14'-0"
32
H
29
F
9'-3"
32
H
25
B
6'-2"
6'-7"
32
H
29
B
12'-0"
32
H
29
B/E
17'
18'
3'-9"
13'-8"
32
H
30
F
9'-0"
32
H
25
B
5'-10"
6'-4"
32
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'-4"
38
H
30
B/
E
19'
20'
3'-4"[71Tj1'
38
H
30
F
8. 7.,
38
H
26
B
5'-3"
6, 1..
38
H
30
B
11'-1"
/
G`
20
POST F MAX HT.= B' FREESTANDING ONLY
NOTE: FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B S C.
SHT. 10 FOR ATTACHED 8 SHT. 24 FOR FREESTANDING
Lu
Exp. 3 3z _14
DRAwrJ BY. K K
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
uvE LOAD =
PATIO COVER SYSTEM ASM �.
DATE. 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
I0, 20 8 30 psl
DURALUM PRODUCTS, INC.
•
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. S 0 P.
90 1008110 MPH
IG1F1 A50_]nJl vox 4nvisio c��nonlmva�, �.., ,-�,..
10;'- L. L. 100 MPH FREESTANDING & ATTACHED
SOLID PATIOS 12' OR LESS
EAH. b & c
}
LIVE LOAD =
6.5" ROLLFORM
4" I-BEAM
4.5" / MAG GUTTER
MAG BEAM
3" SQ. STEEL
BEAM
3:
Z) o
r
MAX.COL.
SPACING
ON SLAB
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHEDFREESTAND
ATTACHED
MAX.POST
SPACING; FTG. MIN 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)
POST
TYPE
FTGMIN
(IN•1
POST
TYPE
FTG'
(IN')
IN
POST
TYPE
FTG.
(IN,)
POS
TYP
4'
17'-0"
13'-3"
30
G
20
B
17'-0"
34
G
22
B
13'-4" 34 G 20
B
12'-3"
34
G
20
B
13'-12 5„
34
G
22
B
5'
13'-7"
11'-10"
30
G
21
B
15'-8"
34
G
23
B
11'-11" 30 G 21
B
11'-4"
30
G
21
B
12'-2"
11'_1"
30
G
22
B
6'
11'-4"
10'-9"
30
G
22
B
14'-4"
34
G
24
B
10'-0" 30 G 22
B
10' S"
30
G
22
B
1 1 10 2
30
G
23
B
7'
9'-8"
10'-0"
30
G
22
B
13'-3"
34
G
24
B
10'-1" 30 G 22
B
9'-7"
30
G
22
B
10'-3"
9'-5"
30
G
24
B
8'
8'-6"
9'-4"
30
G
23
B
12'-5"
34
G
25
B
9'-5" 30 G 23
B
9'-o"
30
G
23
B
9 7
8'-10'
30
G
24
B
9'
7'-7"
8'-10"
30
G
. 23
B
11'-8" '
34
G
25
B
8'-10" 30 G 23
B
8'-6"
30
G
23
B
9 -1 8'-3"
30
G
25
B
10'
6'-91,
8'4"
30
G
24
B
11'-1"
30
G
26
B
8'-5" 30 G 24
B
8'-0"
30
G
24
B
8' 7"
10,
30
G
25
B
1 1'
6'-2"
7'-8"
30
f-{
24
B
10.7'
30
F-I
26
B
8'-0" 30 H 24
B
7'-8"
30
H
24
B
8' 2"
7'-6"
30
H
26
B
12'
5'-8"
10'-1"
30
H
27
B
7'-4"
30
H
24
B
7'-10', 2„
3o
H
26
B
13'
5'-2"
9'-9"
34
H
27
B
34
H
25
B
7'-6„ 6'-11
34
H
26
B
14'
4'-10"
9'-4"
34
H
27
B
6.10^
34
H
"�
3
7 3
34
H
27
B
15'
4'-6"
9' o"
34
H
28
B
4�� P� 1 �)
6'-7"
34
H
25
B
7--0" 6, 5„
34
H
27
B
16'
4'-3"
8'-9"
34
H
28
B
CD
Z
6 -4"
34
H
25
B
6'-10"
34
H
27
B
17'
4'-0.
8'-6"
34
H
28
B
�.. ,-
x `
s, Z„
34
H
26
B
27
B
18'
3'-9"
8'-3"
34
H
28
B
�Q.
6'_0"
34
H
26
B
ff3"
28
B
19'
3'-7"20'
Bo39
Ii
29
B
s'-1o"
39
H
26
B
28
B
3'-4..
7'-1o"
39
H
2g
B
i
5'-8"
39
H
26
B
28
B
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
SHT 10 FOR ATTACHED 8 SHT. 24 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B —[�— FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 6 8 C.
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES. INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
POST SPACING TABLE
10.20 & 30 psi
DURALUIvt PRODLCTS. INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTA14 ING
HORIZ. WIND =
8269 ALPINE AVE. SACRAMENTO. CA 95026
SCALE: NONE
RANCHO CUCAMONGA• CA (951) 741.2107
AND ATT HE
90 $ 110 MPH
101A1 44L7m1 FAY 4m.1510 �oiaeln, n��mi,�m rnm
SHEET 17 OF 30
REVISED BY, K K. $ O P.
.100
10# L.L. 1 100 MPH FREESTANDING & ATTACHED
SOLID PATIOS 12' OR LESS EXP. B & C
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLlO
7" I -BEAM
PATIO COVER SYSTEM AS MFG. -B.: \ f t-
DBL. -3"x8"x.042'`BEAM -
DBL.2"x6.5"x.032" BEAM
311x8" BEAMMINSERT
POST SPACING TABLE
FREESTANDING
10120 & 30 psl
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA. CA 1951) 741-2107
AND ATTACHED
OR 3"x8"BEAM
8269 ALPINE AVE.. SACRA:.;ENTQ, CA 95'26
SH ET '18 OF 30
REVISED BY: K.K. & D P.
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
MAX.PO ST
FREESTAND
ATTACHED
MAX.POST
FRE ES7ANo
ATTACHED
Q=
F— I—
7 p
co
O Z
—
r Z
i—
p
m
U
U
U< Z
SPACING
SPACING
SPACING
FOR DBL.
SPACING
FOR 3" x 8"
SPACING
m
a >
FTG.
MIN.
FTG
MIN.
FTG.
MIN.
POST
FTG
MIN.
POST
FTG.
MIN.
POST
FTG
MIN.
POST
FTG.
MIN.
FTG
MIN.
POST
1-
g In O
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
TYPE'
(IN.)
TYPE
-2" x 6.5x.032"
BEAM
(IN.)
TYPE
(IN.)
TYPE
(IN.)
POST
TYPE
(IN-)
TYPE
1—
4'
17'-0"
28'-1
39
G
25
B
19 2"
39
G
21
B
13'-7"
13'-6"
34
G
25
B
24'-9"
39
G
25
B
4'
7-_
8 5"
3-1"
13'-0"
ff
23'-9"
25'-1 "
39
G
25
B
�E
17'-2"
34
G
22
B
12'-8"
12'-2"
34
G
25
B
22'-2"
39
G
25
B
1
5
51
13'-7"
24'-10'
16' 6"
11' 8"
11'-8..
1. 3..
6'
11'-4..
23' .7"
39
G
26
B/
15' 8" ..
34
G
.22
B
111-11,
11' 1"
30
G
2g
B
20' 3"
39
G
26
B/
6
2._8..
E
5'-8"
10' 8"
1 p,_7..
19'-5"
C
21'-1 "
39
G
27
B
1a. 6..
34
G
23
B
10' 3"
10 3"
30
G
27
B
18, 9,1
39
G
27
B
/C
7
7'
9'-8"
,-,20.-,1'
�E
13'-11"
9' 10"
9' 10"
18' 0"
8'
8'-6..
39
G
27
B/
13'-6"
34
G
24
B
9'-7"
9'-7"
30
G
27
B
17'-6"
34
G
27
B/
$
19'-7"
E
13'-0"
9'-3"
9'-2"
6'-10"
E
9'
7'-7"
19'-38
39
G
28
E/F
12
34
G
24
B
9'-11,
9'-11,
30
G
28
B
16'-
34'
G
28
B/E
9,
6
2 3..
8
8
5' 10"
10'
6-9..
181-3".
34
G
28
E/
12' 1"
30
G
24
B
s'-7"
8'-7"
30
G
28
B
15'-s"
31
G
28
B/
10'
F
11'-8"
E
11'
6'-2..
17'-5"
34
H
29
E�
11' 6.,
30
H
25
B
8'-2"
8'-2"
30
H
29
B
14'-1
30
H
29
B/E
11'
F
11'-1"
7, 9..
1o"
14' 4"
12'
5'-8"
16'-8"
34
H
29
E/
11' 1"
34
H
25
B
7' 10"
7' 10"
30
H
29
B
14' a"
30
H
29
B�E
12
16'-0"
F
0'-T'
T-2"
7'-6"
13'-9"
13'
5'-2"
16' o"
34
H
30
EX
34
H
25
B
?' 7"
7 6
34
H
30
B
1/1 z
34
H
30
B/E
13'
5' 5"
10' 2.,
6 7"
7' 3"
14'
4'-10"
15,_5.,
34
H
30
E/F
10'-3-'10
34
H
26
B
7'-3"6'-1"
7 3
34
H
30
B
13' 12'
34
H
30
B/E
14'
6'-11"
8"
15
14' 1 "
34
H
30
E
9'-10"
34
H
26
B
7' o"
7' o"
34
H
30
B
12'-1
34
H
30
B
15''
4'-6"
1 q,_q,.
F
9'-6"
5'-8"
6'-9"
2'-3"
E
16'
14'-5"
34
1
31
F
9'-7"
34
J
26
B
6' 10'5,
6 9
34
j
31
B
12' �'-11'
34
31
B/E
16'
4'-3..
9 2
4"
g _6
17'
34
j
F
9'-3%,-
34
�
27
B
6' S"
s' 7"
34
�
31
B
12'-0'1
34
�
31
B/E
17'
4'-0"
13 -5"
31
_11
5 0
6 4
6"
18'
13'-8"---34
j
F
9._01
34
j
27
B
6' 1"q
6' 4"6
34
j
31
B
11'-8',_2.,
34
J
31
B/E
18'
3'-9"
31
8. 8..
9
2
39
j
F
81-91,
39
j
27
B
5'-9"4
6'-2"6
39
j
32
B
11'-0'-11"
39
j
32
B/E
19'
19'
3'-7"
12'-9"
32
8.5
6
0
39
j
32
F
8._7,.
39
J
27
B
5'-6"
6'-1"
39
j
32
B
11' 1"
39
j
32
B
20'
3'-4"
12' S"
8'-3"
4'-3"
5' 10"
10'-8"
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
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
I i I
I
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BV. K.K
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLlO
LIVE LOAD = '
PATIO COVER SYSTEM AS MFG. -B.: \ f t-
DATE. 5/0512009
11
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10120 & 30 psl
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA. CA 1951) 741-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE.. SACRA:.;ENTQ, CA 95'26
SH ET '18 OF 30
REVISED BY: K.K. & D P.
I
.. .�...•
90.1009 110 MPH
.aia� e5z�m� car �,w.isi-: c=.nanlA�nalum �..�.
v7
4.5 / MAG GUTTER
10# L. L. 110 MPH FREESTANDING
& A
BEAM
110 MPH
MAX.POST FREESTAND ATTACHED
SPACINGFTG. MIN. FTG MIN
POST POST
(IN.) ITYPE (IN) TYPE
MAX.POST
SPACING
6.5" ROLLFORM
4" I -BEAM
110 MPH
}
¢
Om
ATTACHED
110MPH
ATTACHED
110 MPH
FREESTAND
ATTACHED
FREESTAND
ATTACHED
MIN.
POSTPOS
TYPE
o_
=
MAX.POST
MAX.POST
B
m
?C ¢ N
a a
SPACING
SPACING
FTG.
tv11N
FTG.
tv11N.
FTG.
MIN
FTG
MIN.
B
11' 8"
10'-10"
cn O
H
(IN.)
POPE
(IN.)
POPE
H
(IN.)
ST
POPE
(IN.)
POST
C
4'
17'-0"
12'-7"
36
H
21
B
1 6„
36
H
23
B
B
10' o; 2„
32
H
23
B
�„
29
16'-6'
25
B
8'-11" 32 H
24
B
5'
13'-7"
11'-3"
32
H
22
B
16'-3>--,36
25
H
24
B
B
-10"
8' 1'.
32
H
24
B
° -1
i 6,.
32
14'-10
26
B
8'-0" ;32 H
25
B
8'-5"
T B"
32
10'-3"
32
I I
23
B
14'-1 1'/
I3'-6"
30
11
25
Q
B
7'
9'-8"
9'-6"
32
H
23
B
13' 12'6„
36
H
26
B
8'
8'-6"
8'-11"
32
H
24
B
12'-1
36
H
26
B
9'
7'-7"
8'-5"
32
H
24
B
12'-2"
36
H
27
B
10'
6'-9"
7'-11"
32
H
25
B
11'-7"
32
H
27
B
36s-
27
B
36
10'-6"
28
B
11'
6'-2"
7.7
32
H
25
B
11' 0"p p„
32
H
28
B
—
12'
6'Y
5'-8"
36
j
27
B
6
5�
10'-6°
32
H
28
B
13'
6`�
41
,J
28
B
6-3
10'-2"
36
j
28
B
%
5'-11"
5, 5„
41
28
B
I6-1„
L 4'-6„
41
29
E
14'
9
36
j
29
B
15'
9�
36
j
29
B
16'
91
36
j
29
B
17'
8'-10"
36
j
30
B
18'
8'-7"
36
j
30
B
8�
41
j
30
B
19'
20'
71
8'-2�
41
j
30
B
v7
4.5 / MAG GUTTER
MAG BEAM
3" SQ. STEEL
BEAM
110 MPH
MAX.POST FREESTAND ATTACHED
SPACINGFTG. MIN. FTG MIN
POST POST
(IN.) ITYPE (IN) TYPE
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
DATE: 5/0512009
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FTG.
(IN.)
tv11N.
POST
TYPE
FTG
(IN.)
MItJ
POST
TYPE
FTG.
(IN.)
MIN.
POSTPOS
TYPE
FTG.MIN
(IN.)
TYP
12'-8" 36 H
21
B
� 1 p
36
H
21
B
13' 7"
29
H
22
e
11'-4" 32 H
22
B
11' 8"
10'-10"
32
H
22
B
12'-2"p, 1„
29
H
23
E
10'-4" 32 I -I
23
C
10' 1Q/
�' 11"
32
I I
23
!�
� 2„
29
H
24
E
9'-7" 32 H
23
B
10' o; 2„
32
H
23
B
�„
29
1--1
25
B
8'-11" 32 H
24
B
8' -T
32
H
24
B
. 11„
29
H
25
B
8'-5" 32 H
24
B
-10"
8' 1'.
32
H
24
B
° -1
i 6,.
32
H
26
B
8'-0" ;32 H
25
B
8'-5"
T B"
32
H
25
B
�, 1„
32
H
26
B
7'-8"32 H
25
B
8,-0„ 4
32
H
25
B
8'-2 0
32
H
26
B
T-8"32
H
26
B
T-10"
6' 6"
32
H
27
B
T_4„
6'-T
36
.J
26
B
T-6' , 3„
36
�J
27
E
I ,.•t `1 ;
r
ESQ
�''�i`1
N
T-1"
6'-1 "
36
36
j
j
26B
27
B36
�- 6. o„
°
/5
36
j
27
28
E
E
36s-
27
B
36
j
28
B
36
j
276
B
-7 '
-3"
36
.J
28
B
a
EXE.).
—
6'Y
5'-8"
36
j
27
B
6
5�
36
j
29
B
r
6`�
41
,J
28
B
6-3
41
29
E
\ Q
%
5'-11"
5, 5„
41
28
B
I6-1„
L 4'-6„
41
29
E
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF FOOTNOTE: "SAMPLE"
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ^ n ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C
DRAWN BY' K K
TOM CAMPBELL 3 ASSOCIATES, INC.
soLlo
POST SPACING TABLE
LIVE LonD =
10, 20 8 JO psl
PATIO COVER SYSTEM AS tv1FG. BY;
DURALUM PRODUCTS, INC.
DATE: 5/0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
HORIZ. WINO =
8269 ALPINE AVE. SACRAMENTO. CA 95826
SIJF.FT 19 OF 30
SCALE'. NONE
RANCHO CUCAMONGA. CA (951) 741-2107
AND ATTACHED
90 loo & 110 MPH
,o+a, ea�.vm, FEY 4TJ5,0 �,-e/Flrlumlum ��m
REVISFn nY KK & O P"""
10#r L.L. 1,410 MPH FREESTANDING & ATTACHED
SOLID PATIOS 12' OR LESS EXP. B & C_
souo
LI IF Lo.nD =
PATIO COVER SYSTEM .AS MFG. B ` 1f �.'•"
Ir
7" I -BEAM
DBL. Yx8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM
3"x8" BEAMMINSERT
10.20 3 30 ps1
DURALUM PRODUCTS, INC.
SCALE. NONE
RANCHO CUCAMONGA. CA (951) 741.2107
AND ATTACHED
HORIZ 1A9ND =
OR 3"X8"BEAM
REVISED BY K K & O P
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
<=
o
J 0 m
0 z si
r r=
❑
F
U
Xa a Z
SPACING
SPACING
SPACING
FOR DBL.
FOR 3" x 8"
SPACING
m
a
F
FTG.
MIN.
POST
FTG.
MIN
POST
FTG.
PAIN
POST
FTG.
MIN.
POST
FTG.
MIN_
POST
FTG.
MIN
POST
FTG.
MIN.
POST
FTG.
MIN.
PAST
Z p
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
2" x 6.5x.032"
BEAM
(IN.)
TYPE
(IN.)
TYPE
(INJ
TYPE
(IN.)
TYPE
4'
4'
17'-0"
28.
��
41
H
26
B
19,_2„
`
41
H ..
22
B
13' 7"
12'-5"
13' 7"
12'-5"
. 36
H
26
B
2a' g"
22'-8"
T..
H
23 26
g
4-
25 10
41
H
27
B
�
17, 2„
35
H
23
B
12' 2"
12' 2"
36
H
27
B
22' 2"
41
H
2� 7
B
5'
5
13'-7"
23,_7„
E
5'-8"
11'_1„
11'-1"
0'-3"
23'-7"
41
H
28
B/
15' s"
36
H
24
B
11,_1„
11,_1„
32
H
28
B
''-0�
41
H
2�8
B/C
6�
6'
11'-4"
E
4'-4"
10' 2"
10'-1"
i 18'-G'
21'-10"
41
H
29
B
�E
1a'-6"
36
H
25
B
10'-3"
10'-3>--'32
H
28
B
18'-9"
36
H
25
�8
B�C
7
7'
9' 8"
19' 11'
9. 5..
9, q.,
17' 1„
8'
8' 6"
20' 5"
H
30
B/
13, 7„
36
H
25
B
g,_7„
9'-7"
32
H
29
B
17'-6"
36
H
23�
B/
8'
41
E
12'-5"
8' 8"
8'-9"
16'-0'
E
9'
7'-7"
9-73",
36
H
30
E/
12'-1 " .
36
I -I
.26
B'
g'-1"
9--1 "
32
H
30
B
16' 6"
36
H
30
B/
g
7"
F
1' 8.
7' 8"
8' 3"
15, 1„
E
10'
6'-9"
36
H
31
E/F
12'-i'1
36
H
26
B
g, 7„
8 7
32
H
30
B
15'-'1 , „
36
H
27 0
B/E
10'
1
11'
6'-2"
17'-5"
36
H
31
E/F
11,_7„
32
H
26
B
8' 2"
8' 2"
32
H
31
B
1a' 1
32
H
2�1
B/E
ill
15'-11"
10-'7"
6' a"
7'-6"
13'-8"
12'
5'-8„
16' a'
36
H
31
E/F
11 10,
32
H
27
B
7' 105
7'-107
32
H
31
B
1a' 45
32
H
2 31
B/E
12'
1„
9
2
1
13'
5'-2"
1 s'-0"
36
32
E
�F
36
27
B
7'-7"
/
7'-E!
/
36
31
B
13'-9"
/
36
28
1
B/
13
q _g
9, 9.,
5'-4'
6'_10"
12.7"
E
14'
4'-10„
15' S'1/
36
J
32
E/
10--3>--
J
28
B
7'-3"a'
7 3
36
32
B
13' �2,
36
232
B:E
14'
q36
11"
6'-7"
1"
15'
14
36
32
E
9-11
36
28
B
7'-0"
7'-0"
36
32
B
12-1 /
J6
2 32
B
�E
15'
4'-6"
13' 8"
.J
g, 1„
4'-7
,-'6'-S"
11' 8"
.J
16'4'-3"
36
J
33
F
g' 7"
36
j
28
B
6'-8"
6 9
36
j
32
B
12'-5 ' 36
j
2'32
B/E
16'
1 '-2"
B 9
a _q„
6. 2.,
q.,
17'
1a' o"
36
F
9 4
36
28
B
6' 3"
s' 7"
36
33
B
12'-0" -
J
233
g/
17'
4'-0"
12-1
33
_ 6"
4'-1"
6'-0"
E
18,
13' 8"
36
J
33
F
g'-1"
36
29
B
5'-11"
6'-5"
36
33
B
11 a"
36 j
3�
33
B
�E
18'
3'-9"
1, S,
8'_3
3'-10"
5'-10"
10' 8"
19,
19'
13'-3"
41
�
F
8'-10"
41
j
29
B
5'-7"
6'-3"
41
j
33
B
11'-a"
41 j
3 �3
B/
19-
12'-0"
33
8' 0"
3' 6"
5'-6"
10'-5"
E
20' 12 11 41 34 F g, 7„ 41 J 29 B 5' 4" 6' 1" 41 34 B 11 1" 41 3� 8,L�20'
3' 4"
11,_5„ 7' 10'
"SAMPLE"
NOTE: FOOTNOTE: i ,(;
FOOTING SHOWN REPRESENTS LENGTH OF A M
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B LS.� I ;': 1:1� rn
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C IY- ._7
MAYBE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. `o Exp.
It
I !I
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B S C.J I r Aj
SHT. 10 FOR ATTACHED E SHT. 24 FOR FREESTANDING
UHAWN Cr n K
TOM CAMPBELL 6 ASSOCIATES, INC.
souo
LI IF Lo.nD =
PATIO COVER SYSTEM .AS MFG. B ` 1f �.'•"
Ir
DATE 51058009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10.20 3 30 ps1
DURALUM PRODUCTS, INC.
SCALE. NONE
RANCHO CUCAMONGA. CA (951) 741.2107
AND ATTACHED
HORIZ 1A9ND =
B269 ALPINE AVE . SACRAMENTO, CA 95826 SHEET 20 OF 30
REVISED BY K K & O P
.,.. , ..,. ,.,,,,
90 100 3 110 MPH
,q1a, n5�.7m1 cox 4nv 1510 cmncinlm inl��m �nm
:f QFES,310 � II FOOTNOTE: "SAMPLE" ��
Q`S1. C,4q, �� FIGURE INDICATES EXPOSURE B -� /� FIGURE INDICATES EXPOSURE C
Lu )�- No.
'3
-„94 T ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B a C.
fz
NOTE: _ Exp. 3
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. CSU
WHERE SLAB OCCURS, CUBED FOOTING SIZE 9' C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED S SHT. 24 FOR FREESTANDING
20# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 121 OR LESS EXP.B&C
}
=
7 0
I—
cpm
Ov Z-5
CLZ
p
6.511 ROLLFORM
4"
I -BEAM
4.5 / MAG GUTTER
DURALUM PRODUCTS. INC.
MAG BEAM
DATE' S/05R009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3'' SQ. STEEL
BEAM
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
N11N.
POST
TYPE
FTG.
(I(J.)
MIN.
POST
TYPE
FTG .
(IN
MIN.
POST
TYPE
FTG.
TT
(IN.)
N11N.
POST
TYPE
FTG
'
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG .
(1(J.)
I•.41h1
POST
TYPE
FTG.
(IN.)
tvll(J.
POST
TYPE
FTG.
(IN
MItJ.
POS
TYP
4'
8'-11"
11'-4"
32
H
20
B
14'-2"
36 1
H
22
B
10'-9"
32
H
20
B
10'-3"
32
H
20
I
B
11'-5"
32
H
22
B
51
7'-1"
10'-2"
32
H
21
B
12'-8"
36
H,
23
B
9'-7"
32
H
21
B
9'-2"
32
H
21
B
10'-7"
32
H
23
B
6•
5'-111"
9'-3"
32
H
22
B
11'-6"
32
H
24
B
8'-9"
32
H
22
B
8'-5"
32
H
22
B
9'-8"
32
H
24
B
7'
5'-1"
8'-7"
32
H
22
B
10'-8"
32,
H
24
B
8'-1"
32
H
22
B
7'-9"
29
H
22
B
8'-11"
32
H
24
B
a
4'-5"
8'-0"
32
H
23
B
10'-0"
32
H
25
B
7'-7"
32
H
23
B
7'-3"
29
H
23
B
8'-4"
32
H
25
B
91
3'-11"
7'-7"
32
[--1
23
B
9'-5"
32
H.
25
B
7'-2"
32
H
23
B
6'-10"
32
H
23
B
7'-11"
32
H
25
B
10•
3'-6"
7'-2"
32
H
23
B
8'-11"
32
H;
26
B
6'-9"
32
H
24
B
6'-6"
32
H
23
B
7'-6"
32
H
26
B
11•
3'-2"
6'-10"
32
J
24
B
8'-6"
32
j
26
B
6'-6"
32
j
24
B
6'-2"
32
J
24
B
7'-2"
32
j
26
B
12'
-
G-7"
32
j
24
B
8'-2"
32
j
27
B
6'-2"
32
j
24
B
5'-11"
32
j
24
B
6'-10"
32
,J
27
B
13•
-
64'
36
j
25
B
7'-10"
36
j
27
B
5'-11"
36
j
25
B
5'-8"
36
j
25
B
6'-7"
36
j
27
B
14
-
G'-1"
36
25
B
7'-7"
36
27
B
5'-9"
36
25
B
5'-6"
36
j
25
B
6'-4"
36
J
27
B
ts'
-
5'-10"
36
j
25
B
7'-4"
36
j
28
B
5'-7"
36
25
B
5'-4"
36
��
b
b'-1"
36
j
28
B
16•
-
5'-8"
36
J
25
B
7'-1"
36
J
28
B
5'-4"
36
j
25
B
5'-2"
36
j
25
B
5'_11"
36
J
28
B
17'
-
5'-6"
1 36
j
26
B
6'-10"
36
j
29
B
5'-3"
36
j
26
B
5'4"
36
j
26
B
5-9"
36
j
29
B
:f QFES,310 � II FOOTNOTE: "SAMPLE" ��
Q`S1. C,4q, �� FIGURE INDICATES EXPOSURE B -� /� FIGURE INDICATES EXPOSURE C
Lu )�- No.
'3
-„94 T ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B a C.
fz
NOTE: _ Exp. 3
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. CSU
WHERE SLAB OCCURS, CUBED FOOTING SIZE 9' C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED S SHT. 24 FOR FREESTANDING
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K K TOM CAMPBELL E, ASSOCIATES, INC.
SOLID
POST SPACING TABLE
LIVE LOAD =
10, 20 8 30 psf
DURALUM PRODUCTS. INC.
DATE' S/05R009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
HORIZ. NANO =
8269 ALPINE AVE., SACRAP,IENI.O. CA 95B2m'^ SHEET 21 OF 30
SCALE NONE RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
90 100 a 110 �+1PH
o+a+aa�.;n�+ cnr eni.+s+o
REVISED BY K K FDP
'A ,, . ........_
20 f 1-1. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LL -SS EXH.13&
8'-11"
22'-5"
41
H
25
DBL. 3"x8"x.042"BM
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
DBL.2"x6.5"x.032" BEAM
36
311x8" BEAMMINSERI
20
B
7" I
10 2
10-6
32
H
-BEAM
B
..I • ..l..I..,
19,-2„
OR 3"x8"BEAM
5
/
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
SPACING
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
21
B
af
O z m
9'-5"
32
H
FREESTAND
ATTACHED
00
U g
Q
MAX.POST
SPACING
H
SPACING
C/
FOR DBL.
FOR 3 x B
SPACING
MIN.
FTG
R41N.
FTG.
MIN
FTG.
MIN.
FTG.
MIN
POST
FTG
MIN
POST
FTG.
MIN
POST
FTG
MIN.
POS
a z
U) O
FTG.
POST
IN.
( )
POST
18'-3"
(IN.)
POST
TYPE
(IN.)
POST
TYPE
2x6.5x.032
BEAM
(IN.)
TYPE
(IN-)
TYPE
8'-4"
8' 7"
(IN.)
TYPE
(IN.)
TYP
16'-8"
8,.
36
(IN.)
TYPE
/
TYPE
S' -11.I
20
20'-5"
41
H
22
C
4'
8'-11"
22'-5"
41
H
25
F
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
14'-10"
36
H
20
B
RANCHO CUCAMONGA. CA (951) 741-2107
10 2
10-6
32
H
BY KK 80P
B
..I • ..l..I..,
19,-2„
5
/
20'-0"41
H
25
F
13'-3"
36
H
21
B
9' 1"
9'-5"
32
H
21
B
18' 41'
36
H
2 25
C/
18'-3"
41
H
26
F
12'-2"
36
H
22
B
8'-4"
8' 7"
32
H
22
B
16'-8"
8,.
36
H
2�6
/
6'
S' -11.I
15'
16'-11"
41
H
27
F
11'-3"
32
H
22
B
7'-8"
7'-11"
32
H
22
B
15'-6'4,-6"
36
H
2�7
C/
7'
5'-1"
36
H
27
F
10'-6"
32
H
23
B
7'-2"
7'-5"
32
H
23
B
14'_6„3
36
H
2 � 7
E/
8•15'-)0"
4'-5”
7
14'-11"
36
H
28
F
9'-11"
32
H
23
B
6'-9"
7'-0"
32
H
23
B
13'-$'_10,
36
H
2�8
E/
9'
3'-11.,
14'-2"
36
H
28
F
9'-5"
32
H
24
B
6'-5"
6'-8"
32
H
24
B
12' 1 ',
32
H
28
E/
10'
3'-6"
,r
13'-6"
36
j
29
F
8'-11"
32
24
B
5'-9"
6,_4..
32
24
B
12'-4>--11, 7„
32
229
E/
3'-2"
12'-11"
36
j
29
F
8'-7"
J
24
B
5'-4"
6'-1"
32
j
24
B
11' 1
32
2�L9
E/
t2'
32
1'-1'
13•
12'-5"
36
30
F
8'-3"
36
� ..
25
B
4'-11"
5'-10"
32
24
B
11'-1 O,_8„
36
J
2 30
E/
14'
-
12'-0"
36
30
F
7'-11"
36
25
B
4'-7"
5'-5"
36
24
B
10'_10 3„
36
�0
E/
is
_
11'-7"
36
j
30
F
7'-8"
36
�
25
B
4'-4"
5'-1"
36
j
25
6,
/9' 11'
36
J
20
E/
16•
-
11'-2"
36
j
31
F
7' -5"1U
J
26
B
-
4'-9"
36
j
25
B
-
to j'
36
31
E/
10'-10"
36
31
F
26
B
-
4'-5"
36
..I
25
B
9 1
36
j31
E/
17'
_
j
7'-2"
36
4„
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8. C.
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
n nlnlnlc
an I. IV Fvn ni�.....�.. ... .,. ... _. _... ___
DRAWN BY* K K
TONT CAMPBELL 8 ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTENI AS I:1FG. BY:
DATE' SI0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
TSPACING TABLE
IP7REESTANDING
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
NONE
RANCHO CUCAMONGA. CA (951) 741-2107
ND ATTACHED
HORIZ.I110 =
90.1008110 MPH
0269 ALPINE AVE. SACRAh1ENT0, CA 958_6SHEET
,SCALE.
�ou�ay.7mi FLT IM.�StQ ��IP�nr.���e��, ��,.,
22 OF 30REVISED
BY KK 80P
..I • ..l..I..,
30# S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&(
r
p Z m
Q0.Z
v� O
6.5" ROLLFORM
4" I -BEAM
4.5 / MAG GUTTER
MAG BEAM
3" SQ. STEEL BEAM
FREESTAND ATTACHED
MAX.POST
SPACING FTG. MIN. FTG. 1J IIJ.
FTG POS
.) OST
( TYP
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND,
ATTACHED
I
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG
(IN.)
MIN.
POPE
FTG
(IN.)
MIN.
POPE
FTG.
(IN.)
MIN.
POPE
F�GM
(IN.)
23 or 30
FTG.
(
MIN
POST
TYPE
FTG.
( IN.)
MIN.
POST
TYPE
FTG.
( IN.)
MIN.
POSTIN.)
TYPE
FTG.
(
MIN
POST
TYPE
4•
6'-2"
10'-0"
32
J
20
B
13'-3"
36
J
22
B
10'-1"
32
J
20
B
9'-7"
32
J
20
B
9'-10"
32
J
19
B
5•
4'-10"
8'-11"
32
J
21
B
11'-10"
36
J
23
B
9'-0"
32
J
21
B
8'-7"
32
J
21
B
8'-9"
32
J
20
B
61
4'-0"
8'-2"
32
J
21
B
10'-10"
32
J
23
B
8'-2"
32
J
21
B
7'-10"
32
J
21
B
8'-0"32
J
21
B
7'
3'-6"
7'-7"32
J
22
B
10'-0"
32
J
24
B
7'-7"
32
22
B
7'-3"
29
J
22
B
7'-5"
32
J
21
B
e1
7'-1"
29
J
22
B
9'-4"
32
J
24
B
7'-1"
32
J
22
B
6-9"
29
J
22
B
6'-11"
32
J
22
B
9
6'-8"
29
23
B
8'-10"
32
J
25
B
6'-8"
32
J
23
B
6'-4"
32
J
23
B
6'-7"
32
J
22
B
10,
6'-4"
29
J
23
B
8'-4"
32
J
25
B
6-4"
32
J
23
B
6'-1"
32
J
23
B
6'-3"
32
J
23
B
11•
6'-0"
29
J
23
B
8'-0"
32
J
26
B
6'-1"
32
J
23
B
5'-9"
32
J
23
B
5'-11"
32
J
24
B
12•
5'-9"
29
J
24
B
7'-8"
32
J
26
B
5'-10"
32
J
24
B
5'-6"
32
J
24
B
5'-8"
32
J
24
B
13'
5'-6"
29
K
24
B
7'-4"
36
K
26
B
5'-7"
36
K
24
B
5'4"
32
K
24
B
5'-5"
36
K
24
B
14'
5'-4
29
K
24
B
7'-1"
36
K
1 27
B
5'-4"
3624
K
B
5'-2'
32
i<
24
B
-
5'3"
36
K
1 24
B
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B --a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
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
SHT. 10 FOR ATTACHED S SHT. 24 FOR FREESTANDING
r
Exp.
3
_ .. CI Il
DRAWN BY KK
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5105/2.009
COhiP4ERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
10.20 8 30 psl
DURAL UIVI PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
FREESTANDING
AND ATTACHED
HORIZ. WIND=
8269 ALPINE AVE. S:'.::::..,.:�t:TU, CA 95826
sl-IEr_T
REVISED BY KK &DP
�,, ,,, , ,,,, ,,,,,,
90 1008110 MPH
roveaaz�m� vam.rarn e�r�N,,.=i„m �.,
23 or 30
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B f ,;'; { I_) 4'i i j�j�
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. Q9QQ_ FESS
NOTE: ' U •]79x18 %7
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. Exp.
WHERE SLAB OCCURS, CUBED FOOTING SIZE I
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. (p CI
SEE ALTERNATE FOOTING TABLES / I
QWT ,n cna ATTAr.HFn P SHT_ 24 FOR FREESTANDING
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C.
30#
S.L.
110
MPH
FREESTAND &.ATTACHED
SOLID
PATIOS /. COMMERCIAL 121
OR LESS
EXP.B&(
4'-0" SO x
4'-7" SO x
7"
I
18" DEEP
18" DEEP
18" DEEP
DBL. 3"x8"x.042"BM
DBL.2"x6.5"x;032"
BEAM
3"x8" BEAMwIINSERI
-BEAM
OR 3"x8
BEAM
<:E
1— I`__
'J0 ca
O Z Q
MAX.POST
FREWAACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
SPACING
MAX.POST
SPACING
FREESTAND
ATTACHED
hAAX.POST
FREESTAND
ATTACHED
O 0
m
L) —
¢ m
z
SPACING
FTG.
.
SPACING
FTG
MIN.
POST
FTG
MIN.
POST
FOR DBL.
FOR 3 x B
BEAM
FTG.
MIN
POST
FTG
MIN.
POST
SPACING
FTG
MIN.
POST
FTG
MIN.
P0S
r
a
2 En O
(IN.)E4
ST
(IN.)
TYPE
(IN.)
TYPE
2x6.5x.032
(IN.)
TYPE
(IN)
TYPE
(IN)
TYPE
(IN)
TYP
20'-11"
41
13'-11"
32
j
22
B
9'-10"
9'-10"
32
j
20
B
36
224
C/s•
6'-2"
17' 11"
4'-10"18-9
41
12'-5"
32
J
23
B
8'-10"
8'-9"
32
J
20
B
17' ofi 1
36
2 25
C/
4'-0"
17'-1"
36
26
F
11'-4"
2g
j
23
B
8'-1"
8'-0"
32
j
21
B
15'-6"
14'-8"
36
J
2Y26
C/
s'
3'-6"
15'-10"
36
J
26
F
10'-6"
28
r24
B
7'-5"
7'-5"
29
22
B
1+4�
36
J
2�8
C/
T-1"
14'-10"
36
j
27
F
9'-10"
28
j
24
B
T-0"
6'-11"
29
22
B
13'-5'
36
�7
E/
81
14'-0"
36
27
F
9'-3"
28
j
25
B
6'-7"
6'-7"
32
J
23
B
12'-8
3G
J
�7
E/
9'
0„
13'-3"
36
j
28
F
8'-9"
28
j
25
B
6'-3"
6'-3"
32
j
23
B
12' 0"
29
J
12
E/
1D•
10,
>>
12'-8"
36
28
F
8'-5"
28
j
26
B
5'-11"
5'-11"
32
J
23
B
11'-5"
10'-10"
29
j
2�Z28
E/
12'-1"
36
j
29
F
8'-0"
28
,J
26
B
O. 10,4„
29
2 29
E/
12.
13•
11'-7"
36
K
29
F
7'-9"
32
K
27
B
11„
36
K
2 29
E�
14•
11'-2"
36
K
29
F
7'-5"
32
K
27
B
10'-2, 7,.
36
K
2%29
E/
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B f ,;'; { I_) 4'i i j�j�
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. Q9QQ_ FESS
NOTE: ' U •]79x18 %7
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. Exp.
WHERE SLAB OCCURS, CUBED FOOTING SIZE I
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. (p CI
SEE ALTERNATE FOOTING TABLES / I
QWT ,n cna ATTAr.HFn P SHT_ 24 FOR FREESTANDING
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE NG
T-4" SO x
T-6" SO x
4'-0" SO x
10' OR LESS
18" DEEP
18" DEEP
18" DEEP
AND ATTACHED
4'-0" SO x
4'-7" SO x
5-0" SO x
20' OR LESS
18" DEEP
18" DEEP
18" DEEP
DRAWN BY. K K
TOM CAMPBELL & ASSOCIATES. INC.
SOLID
LIVE LOAD =
PATIO COVER S\'STEM AS MFG. BY:
DATE. 510 512 00 9
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE NG
POST SPACING TABLE
FREESTANDING
10.20 & 3o psl
DURALUM PRODUCTS. INC.
I
SCALE NONE
RANCHO CUCAMONGA. CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
90 100 3 110 MPH
8269 ALPINE AVE.. SACRAMENTO. CA 95826
1.11,1.11-71)11 PGx dm.,5,Q -
SHFFT 24 0F 3n
REVISED BY. K K. & 0 P
,�.., .....• .,
-10#
L.L.
90 MPH
I
FREESTAND.& ATTACHED OPEN
LATTICE PATIOS 12' OR LESS EXP. B & C
r'
3" SQ.
STEEL BEAM
DBL: 3"x8"x.042" BEAM1
DBL.2"x6.5"x.032" BEAM
(3" x8"FBEAMw/1NSERT
FOR ATTACHED PATIOS
�_
_
OR TATEAM
>
MINIMUM NO. OF POST
O��
MAX.POST
FREESTAND
ATT.
(tMAX�PNG
FREESTAND
i
ATT
ATT.
MP,X.P05iTFREESTAND
•��'
?o
TYPE D FOOTNOTE:
L
QSPACING
¢ a z
O
FTG.
MIN.
POPE
FTG.
SP' ACIrJG''tv11N.
FTG.
FTG
SPACINGTFREESTAND
FTGPOST.
SPACING
FTG.
MIN.
'FTG." ;
m-
�'
POST TYPE 1
POST TYPE 2
FTG.
MIN
4 I
rn
(IN.)
(IN.)
(IN.)
TYPE
1(IN.)
I
(IN.)
TYPE
(IN.)
(IN.)
TyOpE I
.(IN.). "
~
EXP. B
EXP. C
EXP. B
EXP. C
4'
17'-0"
14'-4"
32
G
16
19'-2"
38
G
20
I16-4"
32
G
20
29'-11"
38
G
21
6•
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
7.
2
2
2
2
F;I
1 1, A"
1 ?,-r,„
32
r`
1 Fi
1 E' 8„
�2
G
21
13'-4"
32
v
21
24'-5"
38
v
23
I
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
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
10•
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
CIO"
6'-9"
9'-8"
29
G
20
12'_2-
32
G
10'-4"
29
G
23
18'-11"
38
G
25
12•
3
3
2
2
6'-2"
9'-3"
29
G
20
11' 7"
29
G
23
9'-10"
29
G
23
r18,-0"
1 32
G
25
13•
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
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
15•
3
4
2
3
14'
4'-10"
8'-2"
32
H
21
10'-3"
32
H
24
8-_g°
32
H
24
16'-0"
32
H
26
16•
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
27
17'
4
5
2
3
16'
4'-3"
7'-8"
32
H
1 22
9'-7"
32
H .
25
8'-2'.
32
.. H
25
44'-11"
32,
H
27
tB•
4
.5
2
3
17'
4'-0"
7'-5"
32
H
22
9'-4"
32
H
25
g'_p
32
H
25
14'-6"
32
H
27
19
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
27
L20"
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
28
FOOTNOTE:
20
38
22
38
H
26-
„
38
H
26
38
H
2t3
• I^ � UIR AND AC MIN. NO. OF POST
REQUIRED SPACING MUST EXCEED
3' 4"
6'-10"
I I
8, 7„
4�Q�E
13'-4'
ALLOWABLE SLAB SPACING
CgL"./ 1�a `
5'.' i1 i
'r j!' `
OR LESSER MUST BE USED
FOOTNOTE:
((i
COL.
TYPES D-1 =.024" SIDEPLATES,
USE ON CONC. SLAB ONLY
NOTE:C�
t` g�
COL.
TYPES D-2 =.032" SIDEPLATES,
ON CONC. SLAB OR FOOTING
FOOTING SHOWN REPRESENTS LENGTH OF
CSL'
No .''
� �� � PTi
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
\ Exp. -s-
;v
FOOTNOTE: "SAMPLE"
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING
ONLY./
G,1
`
FIGURE
INDICATES EXPOSURE
6—
FIGURE INDICATES EXPOSURE C
SEE ALTERNATE FOOTING TABLES—
OCA
DDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE•SHOWN INDICATES EXP. B & C.
SHT. 10 FOR
ATTACHED
& SHT. 24
FOR FREESTANDING
r--
DRAWN BY: K K
DATE' 5105/2009
TOM CAMPBELL & ASSOCIATES, IN
U
/
POST
LATTICE
SPACING TABLE
UVE LOAD =
10.20 & 30 psf
PATIO COVER SYSTEM AS NiFG. BY:
DURALUM PRODUCTS, INC
SCALE' NONE
COMMERCIAL
AND
RANCHO
RESIDENTIAL STRUCTURAL E GINEERING
CUCAMONGA. CA (951) 7 12107
FREESTANDING
AND ATTACHED
HORIZ. WIND =
&269 Al PIh1E AVE . SACRAMENTO. CA 95826 SHEET 25 OF 30
i
REVISED BY� KK EDP
.,,
..,. .... ,
90 loo E 110 PAPH
alr.I nv.Tm, cnv nm.Ialo vpm e,nvbnl„m �..
10# Ll
r
Cf
QF O(7 QmQ
DO UUJ
m� XQm
Fx <UO))
4' 1 17'-0"
5' 13--7-
6' 11'-4"
10'
11' 6'-2"
12' 5'-8"
13' 5--2--
14'
'-2"
14' 4'-10"
15' 4'-6"
16' 4'-3"
17' 4'-0"
18' T-9--
19,
'-9"19' 3'-7"
20' 1 3'-4"
100
MPH FREESTAND-& ATTACHED OPEN
LATTICE PATIOS
12'
OR
LESS EXP.
B & C
TDM CAMPBELL 8 ASSOC'!F LATTICE
POST SPACING TABLE
LIVE LOAD =
10, 20 8 A psl
DURALUM PRODUCTS, INC.
DATE: 51BY
COMMERCIAL AND RESIDENTIAL STRUCTURAL FREESTANDING
HORIZ WIND =
6269 ALPINE AVE.. SACRAMENTO, C.4 95826
SHEET 26 OF 30
DBL.2"x6.5"x.032" BEAM
SCALE NONE
3"x8" BEAMMINSERT
90. 1003110 MPH
Ia�Al acs-�m� vox amnaro ��Ioamn�,.=i��m �n�.
FOR ATTACHED PATIOS
REVISED BY K.K.BD.P.
3" SO. STEEL BEAM
DBL. 3"x8"x.042"BEAM
OR 3"x8"BEAM
>-
MINIMUM NO.
OF POST
FREESTAND
ATT.
FREESTAND
ATT.
MAX.POST
FREES
ATT.
T
FREESTAND
ATT.
�-
TYPED
FOOTNOTE: '
MAX.POST
MAX.POST
SPACING
'MIN
SPACINMAX.PG
MIN
POST TYPE 2
TG.
p N
FTG.
SPACING
POST
FTG.IN)
FTG.
POST
FTG.
(IN.j
FTG.
(IN.)
pOSTFTG.SPACING
TYPE
(IN.)
EXP.B
EXP.C
TYPE
(IN.)
ON)
TYPE
(IN.)
(IN.)
TYPE
32
G
17
39
G
21
16'-4"
34
G
20
29'-11"
39
G
232
2
14'-4"
g 5
G
18
17'-2166
34
G
22
14'-8"
34
G
20
26'-9"
39
G
24
R33
2
2
13'-4..32
12'-6"
32
G19
15'-8
34
G22
13'-4"
34
G
21
24'-5"
39
G
24
2
2
29
G
1914'-6"
34
G23
12'-4"
34
G
21
22,._7
39
G
25
2
2
11'-7"
13'-11"10'-10"
G
20
13'-7"
34
G24
11' 7"
30
G
22
21'-2"
39
G
26
2
2
29
20
12'-1 "
34
G
24
10'-10"
30
G
22
19'-11"
39
G
26
„•
3
4
2
2
10'-3"
29
G
12'-3"
G
21
12' 2"
34
G
24
10'-4"
30
G
23
18'-11"
39
G
27
72•
3
4
2
2
29
11'-8"
29
H
21
11, 7„
30
H
25
9'-10"
30
H
23
18'-0"
34
H
27
13
4
4
2
3
9'-3"
�11'-1"
29
H
22
11, 1„
30
H
25
9'-5"
30
H
23
17'-3"
34
H
27
14'
4
5
2
3
8'-10•,
10'-7"
6"
32
H
22
10' 8"10'-2"
34
H
25
9'-1"
34
H
24
16'-7"
34
H
28
15'
4
5
3
3
10'-3-'
34
H
26
8'-9"
34
H
24
16'-0"
34
H
28
16'
4
5
3
3
8'-2"
32
H
22
10"
32
H
23
9'-11"
34
H
26
8'_5•'
34
H
24
15'-5"
34
H
28
17'
5
6
3
3
7'-11'
= 6"
7'-8"
32
j
23
9
2"
34
j
26
g _2
34
j
24
14'-11"
34
j
29
18'
5
6
3
3
32
9 4'_11"
34
27
7'-10"
34
25
14'-6"
34
j
29
,�
5
3
7'-5"
j
23
j
26-E3
32
J
9 1
34
J
27
7' S"
34
J
25
14' 1"
34
J
29
20'
S3
7'-3"
24
8'-8'
38
�
24
8'-10"
39
J
27
7._0„
39
25
13-9..
39
29
FOOTNOTE: '
7'-0
8 _5
HEADER
AND OR MIN.
NO. OF POST
38
�
24
8'-7"
"
3g
J
27
6'-8"
39
25
13' 4"
39
J
3O
REQUIRED SPACING MUST EXCEED
ALLOWABLE SLAB SPACING
NOTE: O
FOOTING SHOWN REPRESENTS LENGTH OF 7 Z
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. LU ~ rin
WHERE SLAB OCCURS, CUBED FOOTING SIZE Cr
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. �\� Exp. 3
SEE ALTERNATE FOOTING TABLES
OR LESSER MUST BE USED
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"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED & SHT.
24 I -UN
PATIO COVER SYSTEM tt•1 AS �9FG. 8Y:
K K
DRAWN BY K K
TDM CAMPBELL 8 ASSOC'!F LATTICE
POST SPACING TABLE
LIVE LOAD =
10, 20 8 A psl
DURALUM PRODUCTS, INC.
DATE: 51BY
COMMERCIAL AND RESIDENTIAL STRUCTURAL FREESTANDING
HORIZ WIND =
6269 ALPINE AVE.. SACRAMENTO, C.4 95826
SHEET 26 OF 30
SCALE NONE
RANCHO CUCAMONGA, CA (951) 7 •2107 AND ATTACHED
••��
90. 1003110 MPH
Ia�Al acs-�m� vox amnaro ��Ioamn�,.=i��m �n�.
REVISED BY K.K.BD.P.
....., .....
10# L.L. 110 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C ►
DBL.2"x6.5"x.032" BEAM FOR ATTACHED PATIOS 1
3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM 3x8 BEAMMINSERT
OR 3"x8"BEAM z MYPEMpUM NO OTN OPOST
FREESTAND ATT. '- F-
F p Z FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT.
0 O L) - S MAX.POST MAX.POST SPACING SPACING MAX.POST m �POST TYPE 1 POST TYPE 2
S a Z SPACING FTG. MOST FTG. SPACING FTG. MOST FTG. FOR DBL. FOR 3" x 8" FTG. PAST FTG. SPACING FTG. MOST FTG. �'
(n 0 (IN.) TYPE (IN.) (IN) TYPE (IN.) 2" x 6.5x.032'• BEAM (IN.) TYPE (IN.) (IN.) TYPE (IN) EXP. B EXP. C EXP. B EXP. C
4' 17'-0" 14'-4" 32 G 18 19 �, 6„ 41 H 22 16'-4" 16'-4" 36 H 20 29'-11" 41 H 2�4 6' 2 2 2 2
32 19 17'-2" 36 23 36 21 26'-9" 41 H 22` 7 2 3 2 2
5' 13'-7" 13'-4' G 5_g H 14'-8" 14'-8" H /Z5
36
i2 20 15'-s'/ 24 13'-5" 13'-4" 36 21 2,1,_5" 41 23 B• 3 32 2
6' 11'-4" 12'-6 C7 -14,_4„ H I -I H i�6
7' 9'-B" 11'-7" 29 G 21 14'-6" 36 H 25 12'-5" 12'-4" 36 H 22 22'-7.1 41 H 2317 9. 3 3 2 2
8' 8'-6" 10'-10" 29 G 21 13'-7' 36 H 25 11'-7" 11'-7" 32 H 22 21'-2" 41 H 2 27 1o• 3 4 2 2
,,-'l 2'-5"
G 22 12'-1 36 26 10'-11" 10'-11" 32 H 23 19'-11" 41 H 2�8 1, 3 4 2 2
9' 7'-7" 10'-3" 29 1, 8„ H
22 12' 2" 36 H 26
10' 6'-9" 9'-8' 29 G 10'-5" 10'-4" 32 H 23 18'-11" 41 H N8 12• 4- 4 2 3
11 6'-2" 9, 3,. 29 H 23 11' 7" 32 H 26 9'-11" 9'-10" 32 H 24 18'-0" 36 H 2�9 13. 4 5 2 3
10.7„
12' 5'-8" 8'-10" 29 H 23 11' 1" 32 H 27 9'_2° 9'-5„ 32 H 24 17'-3" 36 H 269 14' 4 5 3 3
13' 5'-2" 8'-6" 32 H 24 9, 9., 36 j 27 8'-5" 9'-1" 36 j 24 16'-7" 36 20 1s 4 5 1 3 3
14' 4'-10" 8'-2" 32 H 24 10' 3-'4 36 j 28 7'-10" 8'-9" 36 25 16'-0" 36 2�0 16' S 6 3 3
9`11" 36. 25 36 2710 17 5 6 3 4
15' 4'-6" 7'-1.1" 32 H 24 36 j 28 7'-4� g' S" J 15'-5"
9'-1"
16' 4'-3" 7'-8" 32 H 25 9'-7" 36 J 28 6'-10" 8'-2" 36 j 25 14'-11" 36 j 2711 18' 5 6 3 4
17' 4'-0" 7'-5" 32 j 25
9'-4" • 6„ 36 � 28 6'-5" 7'-11" 36 j 25 14'-6" 36 2/31 ,s 5 7 3 4
18' 3'-9" 7, 3,. 32 25 9 1 36 ,J 29 6. 1.. 7, 9„ 36 j 26 14'-1" 36 2� 20 6 7 3 4
8' 3"
38 8'-10" 41 29 41 j 26 13'-9" 41 2 31 FOOTNOTE: '
19' 3'-7' 7'_0" � 25 g _p 5 -9 7' 6" HEADER AND OR MIN. NO. OF POST
3'-4" 6'-10" PETJ
87,-'7'-1
41 29, �$ 41 26 13'-4" 41 j 28/ REQUIRED SPACING MUST EXCEED
20' 26 7' 10' `� .S Q X32 ALLOWABLE SLAB SPACING
OR LESSER MUST BE USED
PS '�tiio f \ ^ !^'FOOTNOTE'
co a�2� t��� COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
NOTE: rn COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING!
F001ING SHOWN REPRESENTS LENGTH OF LI! ��t :! r m
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. OL FOOTNOTE: "SAMPLE"
WHERE SLAB OCCURS. CUBED FOOTING SIZE Exp•' _
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. ? FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C
G'l I�
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHi.10 FOR ATIACHLUu'HI.[v
rvrt
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY* K K
TOM CAMPBELL & ASSOCIATES. I
LATTICE
OST SPACING TABLE
LIVE LOAD =
10, 208 30 psl
DURALLIM PRODUCTS, INC.
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL GINEERING
FREESTAtJDING
HORIZ WIND =
8269 ALPINE AVE . SACRAMENTO. CA 95826
SHEET 27 OF 30
SCALE NONE
RANCHO CUCAMONGA, CA (95 1) 741-2107
AND ATTACHED
90 1008110 MPH
�ev.vn�� c env ia,n ^a,r,n,•mi, •,..^^•^
REVISED BY, KK BD.P
.^.� ..^••..
20# L.L.
}
Q O L m
Z)O UV�
2ai0
4' 8'-11"
5' 7'-1"
6' 5,.11+1
7' 5'-1 "
14' _
15'
16' _
17' 1 -
18' _
19' _
20' _
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
110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C
3" SQ.
STEEL
BEAM
PATIO COVER SYSTEM AS TvIFG. BY:
DBL. 3"x8"x.042"BEAM
DATE' SIOSR009
POST PACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE RI G FR ESTANOING
10, 208 30 psl
DBL.2"x6.5"x.032"
OR 3"X8"BEAM
SCALE: NONE
BEAM
HORIZ. WIND =
3''x811 BEAMwIINSERT
REVISED BY: KK & O P,
RANCHO CUCAMONGA, CA 051) 7d 1.210 AND ATTACHED
^ ,.
FOOTNOTE:'
HEADER
REQUIRED
ALLOWABLE
�Q
m —
X �'
I_
FOR
MINIMUM
TYPE
ATTACHED
NO.
D
PATIOS
OF
FOOTNOTE:
POST
- i
2
EXP. C
2
2
2
2
2
2
3
3
3
3
3
4
4
4
4
ONLY
ST
SPACING
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
FTG.
(IN.)
MIN
POST
TYPE
FTG.
(IN.)
G.
(IN.)
MItJ.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
tv11N.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
tv1iN.
POST
TYPE
FTG.
(IN.)
POST
TYPE 1
POST TYPE
EXP. B
EXP. C
EXP. B
11'-1"
32
H
17
16'-9"
36
H
20
11'-10"
32
H
18
21'-8"
41
H
22
6•
2
2
2
9'-111,
32
HT1
8
15'-0"
36
H
21
10'-7"
32
H
19
19'4"
41
H
23
7.
2
3
2
9'-1++
32
H
3F
H
22
9'-8"
32
H
10
"P-8-
3G
H
23
8'
3
3
2
8'-51,
32
H
19
12'-8"
36
H
22
8'-11"
32
H
20
16'4"
36
H
24
9'
3
3
2
7'-10"
29
H
20
11'-10"
32
H
23
8'_5"
32
H
20
15'4"
36
H
25
10•
3
4
2
7'-5"
32
H
20
11'-2"
32
H
23
7'-11"
32
H
21
14'-5"
36
H
25
t1•
3
4
2
7'-0"
32
H
21
10'-7"
32
H
23
7'_6^
32
H
21
13'-8"
36
H
25
12'
4
4
2
6'-8"
32
J
21
10' 1+,
32
J
24
7.2„
32
J
21
13'-1..
36
J
13.
4
5
2
6'-5"
32
J
21
9.8+,
32
J
24
6'-10"
32
J
22
12'-6"
36
F26
14'
4
5
3
6'-2"
36J
21
9'_3^
36
j
24
6'-7"
36
J
22
12'_0"
36
J
15•
4
5
3
36
J
22
8'-11"
36
J
25
6'_4"
36
J
22
11'-7"
36
J
27
16•
5
6
3
5'-9"
36
J
22
8'-8"
36
J
25
6'-1"
36
J
22
11'-2"
36
J
27
17'
5
6
3
5'-7"
36
J
22
8'-5"
36
J
25
5'-11"
36
J
23
10'-10"
36
J
28
18'
5
6
3
5'-5"
36
J
22
8,_2„
36
J
26
5'-8,+
36
J
23
10'-6+,
36
J
28
19'
5
7
3
5'-3"
36
J
23
7'-11"
36
J
26
5'-4+,
36
J
23
10'_2"
36
J
28
20'
6
7
3
5'-1"
41
J
23
7'-8"
41
J
26
5+-1++
41
J
23
9'-11"
41
J
29
AND OR
SPACING
SLAB
OR LESSER MUST
USE ON
ON CONC.
MIN.
MUST
SPACING
BE
CONC.
SLAB
F POST
NO. OEXCEED
USED
SLAB
OR FOOTING!
5'_0"
41
J
23
7'-6"
41
J
26
�oF
Is
41
J
23
9'-8"
41
29
/Gj
��
'1,p :��
I ;i • 1
„
�� �� !(N1
FOOTNOTE:
COL.
COL.
TYPES
TYPES
D-1 =.024"
D-2 =.032"
SIDEPLATES,
SIDEPLATES,
SEE ALTERNATE FOOTING TABLES
CHT in Pr)P ATTaf wp:n R CHT 9d F(]R FRFFSTANnwn
Lu
~ M
EXp.3� FOOTNOTE: "SAMPLE"
- % FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
CI 1.
0` ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: KK
TOM CAMPBELL &ASSOCIATES, INC. LATTICE
LIVE LOAD=
PATIO COVER SYSTEM AS TvIFG. BY:
DATE' SIOSR009
POST PACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE RI G FR ESTANOING
10, 208 30 psl
DURAIUM PRODUCTS, INC.
SCALE: NONE
HORIZ. WIND =
B2H ALPINE AVE . SACRAMENTO. CA 95828 SI -IFFY 28 OF 30
REVISED BY: KK & O P,
RANCHO CUCAMONGA, CA 051) 7d 1.210 AND ATTACHED
^ ,.
90 100 8 110 MPH
r
30# S.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C
L
BEAM
DBL. 3"x8"x.042"BEAM
DRAWN BY. K K
TO 4PBELL 8 ASS CIATES, INC.
DBL.2"x6.5"x.032"
OR 3"x8"BEAM
BEAM
PATIO COVER SYSTEn1 AS MFG. BY:
3x8 BEAMwANSERT
FOR ATTACHED PATIOS
> MINIMUM NO. OF POST
r
H F
p Z mTAND
10. 20 s 3o psl
HORIZ. WIND =
ATT.
MAX.POST
ATT
FREESTAND
MA 0'
<r TYPED FOOTNOTE: '
ATT. n o
AND ATTACHED
ATT.
,cta� nc�.�m� cnx amnato �meonn,,.al„m �.....
FREESTAND
FREESTAND
p
O 1 gMAX
R273
MAX.POST
SPACING
SPACING
m POST TYPE 1 POST TYPE 2
POST
FTG.
POST
c
¢
CL zMIN.
FMIN
TG.
SPACING
FTG.
FTG.
FTG.
FTG. POST
(IIV.)
FTG. c
(IN.) EXP. B EXP. C EXP.
2 � OPOST
TYPE
(IN.)
(IN.)
TYPE
(IN.)
(IN•)
TYPE
(IN.)
YPE
1 �1 6' 2 2 2 2
11 7• 2 3 2 2
4'
6'-2"
.1
16
14'-4"
32
19
10'-2"
32
j
17
17'-11"
36
j
32
j
17
32
j
20
g•-1 1•
32
18
17'-0"
36
5'
4'-10"
8'-2"
12'-10"
1
20 B 3 3 2 2
29
18
32
21
8'-3"14'-8"
8
15' 6"
36
6'
4'-0"
7'-5"
11'-8"
0�L`2
23 9. 3 3 2 2
9
18
32
21
7'_8„
#2j
9
14'-4'3,
36
7'
3'-6"
6'-451"2
..I
10'-10..
7"
2 23 10 3 4 2 2
19
32
21
7'-2
9
13'-5"2.-8'
36
8'
-
6'-9
10'-1"
2�4 „ 3 4 2 2
19
32
22
6,_g„
32
J
20
12'-82
36
J
9'
-
6'-1"
32
g'_6"
J
0
21 l4 12• 4 4 2 3
�Z
19
9--1
32
J
22
6-5"
32
20
12'-0"
32
J
10'
-
5'-9"
32
,f
2�4 ,3 4 5 2 3
11
32
20
32
23
"
32
20
10 S"
32
J
-
5'-6"
8'-8"
6'-1
0'-10„
2215 14• 4 5 3 3
20
32
J
23
5'-10„
32
21
10' 1
32
J
12'
5'-3"
32
J
8. 3,.
2/z5 1s 4 5 3 3
13'
K
20
36
K
23
5,_8"
36
K
21
10 13"9' 11"
36
-
5'-1"
7'-11..
6 3 3
2iz5
14'
K
20
7'-8..
36
K
24
5'_5"
36
K
21
10-2, 7„
36
-
4'-11"
]16'5
2316 5 6 3 4
26 FOOTNOTE:'
15'
4--g"
K
21
7'-5"
36
K
24
5'_3"
36
K
21
9"o"
36
36
K
24
5'-1"
36
K
22
9, G"
36
16'
4'-7 '
K
21
7'-2"
0"
HEADER AND OR MIN. NO. OF POST
23 REQUIRED SPACING MUST EXCEED
�6 ALLOWABLE SLAB SPACING
36
24
4'-9"
36
K
22
9.2
36
17
21
6'-11"
K
8' 8"
4._5..
25
36
K
22
8'-11
36
OR LESSER MUST BE USED
24l
18'
4 -4„
K
21
6'-9"
36
K
4'-6"
8'-6"
4426
24
iZ7
2iZ7
19'
4' 2"
K
21
6'-7.,
41
K
25
4'-3"
41
K
22
8' 3"
41
20'
K
22 - OS
25
4'-1"
41
K
22 8 6 10"
41
-4'-1"
-
6'
USE ON CONC. SLAB ONLY
FOOTNOTE:
'
COL. TYPES
COL. TYPES
D-1
D-2
=.024" SIDEPLATES,
=.032" SIDEPLATES, ON CONC. SLAB OR FOOTING
NOTE:
FOOTING SHOWN REPRESENTS LENGTH
OF
I—
CU r �''
r FOOTNOTE: "SAMPLE"
EACH SIDE CUBED FOOTING WITHOUT
SLAB.
a
'
IGURE INDICATES EXPOSURE
B
FIGURE INDICATES
FIGURE
EXPOSURE
C
WHERE SLAB OCCURS, CUBED FOOTING
B
SIZE
3
3
MAY BE REDUCED 6•• EACH SIDE FOR FREESTANDING
DDITIONAL FOOTNOTE:
WHERE ONLY
ONE FIGURE SHOWN INDICATES
EXP. B & C.
SEE ALTERNATE FOOTING TABLES
o cur on FOR
FRFFSTANDING
an,. iu ren r.i�n�.�.��.>.,,
,,..., ....-. .._____._. -
DRAWN BY. K K
TO 4PBELL 8 ASS CIATES, INC.
uTTICE
,
LvE LOAD=
PATIO COVER SYSTEn1 AS MFG. BY:
DATE. 5,052009
COMMERCIAL A RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10. 20 s 3o psl
HORIZ. WIND =
DURALUM PRODUCTS. INC.
8269 ALPINE AVE. SACRAMENTO. CA 95826
SCALE. NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
90. 100 8 t t0 MPH
,cta� nc�.�m� cnx amnato �meonn,,.al„m �.....
SHEET 29 OF 30
REVISED BY. K K. B O.P
4.
ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL
t- . 2.74011--)
ROOF SLOPE
oo
4►
ORAPPROVED
SUPPLIEDMAY BE BY OTHERS,•BELOW
I
WIND
DESIGN S.M.S
90 MPH #14 (@ 12" O.C.
100 MPH 414 @ 10" O.C.
110 MPH #14 @ 8" O.C.
NOTE: #14 SMS SHALL HAVE
A MIN. 1" PEN. INTO HEADER
HEADER BEAM AND ENCLOSURE WALL SYSTEMS
MUST BE I.C.C. APPROVED UNDER 2006 IBC,
2006 IRC OR 2007 CBC. OPTIONAL DECORATIVE FASCIA
#14 S.M.S. ( WOOD, ALUM. OR HAROBORD )\
SEE TABLE ABOVE
EXTRUDED
PANEL TO HEADER BEAM CON ..IRWGUTTER\
., WALL FASTENERS
SEE TABLE SHEET 7
I—BEAM
(AS SHOWN IN THIS REPORT)
AI_UM.ALLOY
6063—T6
3.200"
OR 4.200"
1
WALL FASTENERS
SEE TABLE SHEET 7
RAIN GUTTER
OPTIONAL NON-STRUCTURAL FASCIA
T=.060"
APPROVED S'
INSUL. ROOF
PANEL
#12 SMS T&B _7* --880"—{
AT 12" O.C.
3" OR 9" HA.NGEP r, HaNNIrI
PANEL TO PATIO ENCLOSURE CONN.
#14 S.M.S.
SEE TABLE ABOVE
INSULATED ROOF PANEL
TO APPROVED
BEARING WALL SYSTEM
SUI
OF
INSULATED ROOF PANEL
TO APPROVED
NON-BEARING WALL SYSTEM
i SOO
NHOE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS
PATIO COVER SYSTEM AS MFG. ttr:
EVALUATION REPORT MUST HAVE A CURRENT ICC—ES EVALUATION REPORT
USE WITH PATIO COVERS COMPLYING
LIVE LOAD =
TOM CAMPBELL & ASSOCIATES. INC. INSULATED ROOF 10.208 JO psi
DURALUM PRODUCTS. INC
AND/OR CALIFORNIA FBH APPROVAL FOR
2006 INTERNATIONAL
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURhL ENGINEERING pgNEL CONNECTIONS HORIZ WIND =
WITH THE 2006 INTERNATIONAL BUILDING CODE.
WHICH MUST BE
r-
SCALE' NONE
RESIDENTIAL CODE AND/OR 2007 CALIFORNIA BUILDING CODE
f
SUBMITTED WITH THE DURALUM PATIO COVER DRAWINGS INDICATED IN THIS
`b— NO
t,uREPORT.
Exp.� 3
l
d
NOTE:
ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
PATIO COVER SYSTEM AS MFG. ttr:
DRAWN BY- K K
LIVE LOAD =
TOM CAMPBELL & ASSOCIATES. INC. INSULATED ROOF 10.208 JO psi
DURALUM PRODUCTS. INC
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURhL ENGINEERING pgNEL CONNECTIONS HORIZ WIND =
8269 ALPINE AVE.. SACRAMENTO. CA 956
SHEET 30 OF 30
SCALE' NONE
RANCHO CUCAMONGA. CA (951) 741-2107 90. 100 & 110 MPH
(916) 152-7021 FAX 103.1119 sales�tluralum CO.
REVISED BN: K K ROP