11-0141 (PAT)P.O.'BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
c&t!t 4 4
"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number:, 11-00000141
Property Address: 57768 CANTATA DR
APN: 764-010-011-76 -30092 -
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 3791
Applicant: Architect or Engineer:
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--------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: C51 LicYeN 449379
OWNER-BUILDARATION
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).:
l _ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and 1-11
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
1 _ 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: P,
LQPERMIT
Owner:
GAIL HAMILTON
57768 CANTATA DRIVE
LA QUINTA, CA 92253
Contractor:
LA QUINTA PATIO CO
40133 CALLE LOMA E
INDIO, CA 92203--0
(760)574-1043
Lic. No.: 449379
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-'7153
Date: 2/10/11
-102011
�._ tF r P -..UiMEA
------------------
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 EXEMPT Policy Number EXEMPT
1 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 beco��k
t to the orkers' mpensation provisions of Section
37700 of the Labor e, I shalco ly itl se provisions.
�te:.�s ` / APPlicant: G
19
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION CO ERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and cdunty ordinances and state laws relating to building construction, a here uthoriz r resentatives
of this county to enter upon the above-mentioned prop e specti pu se
Mature (Applicant or Agent):
r�
LQPERMIT
Application Number . . . . . 11-00000141
Permit
PATIO COVER
PERMIT
Additional desc .
Permit Fee . . .
. 63.00
Plan Check
Fee
40.95
Issue Date
Valuation
. . .
. 3791
Expiration Date
8/09/11
Qty Unit Charge
Per
Extension
BASE
FEE
45.00
2.00 9.0000
THOU BLDG
2,001-25,000
18.00
----------------------------------------------------------------------------
Special Notes and
Comments
285 S.F. ALUMAWOOD
LATTICE PATIO
COVER.
2010 CODES.
----------------------------------------------------------------------------
Other Fees . . .
. ... . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI)
- RES
.50
Fee summary
-----------------
Charged
Paid Credited
Due
Permit Fee Total
--------------------
63.00
----------
.00
----------
.00
63.00
Plan Check Total
40.95
.00
.00
40.95
Other Fee Total
1.50
.00
.00
1.50
Grand Total
105.45
.00
.00
105.45
20'-31..
2
17'-6"
M
111-9111
2
1
PROPOSED ALUMAWOOD
LATTICE SHADE STRUCTURE
ENINg Associao
Equity Management
February 9, 2011
G: Hamilton & C. Fisher
57-768 Cantata Dr
La Quintal CA 92253
Subject: Piazza Serena Association
Re: Application for Architectural Improvements
Account #: 00112-3711
Property Address: 57-768 CANTATA DR
Dear G. Hamilton & C. Fisher:
42430 Winchester Road _
Temecula, California 92590-2504
Telephone 951-296-5640
Fax 951-296-5524
Web www.equitymgt.com
Thank you for submitting your architectural developments to the Committee for review. Your
application for a hardscape and pergola has been approved. An approved copy of your
application is enclosed. Please keep this document with your CC&Rs and be sure to pass it along to
any future owners of your property.
Upon completion of improvements, please submit a copy of the Notice of Completion form
(attached) for our records.
Should you have any questions, please feel free to contact me at (951) 296-5640.
0
Administrative Assls
On Behalf of the Architectural Committee
Ad
Enclosure
cc: NM File
Owner File
CORKS AOL\HAMILTON-FISHER APPROVED.PIZ
Associa'I The leader in community association management + www.associaonllne.com I 800.808.4882 C®
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
5331 Galloway Street, Alta Loma, CA 91701
(951) 741-2107
January 26, 2011
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 dated 1/11/2011 and containing my professional engineers stamp and
signature, comply with the roof live, snow, wind and seismic loading requirements cited in
the 2009 International Building Code, 2009 International Residential Code, 2010
California Building Code, 2010 California Residential 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(W-chaiter.net should you require
additional information.
Sincerely, QPpVEssrp\
p nG
Tom Campbe , PE
�'grF0� cc►�\FOQ
Site Information
Owner's Name
Address
City/Town aoct1 r4 -
State
-
State
L
ICC EIALUATON .
SERIRCE .
July 13, 2010
Dave Petard
General Manager
Duralum Products, lnc.
775 Trademark Ciro, #102
Corona, CA 92879
Dear Mr. Perard:
lif t isivaaii+! Se—V•.CE.. I- ic.
Offics
fa;!::
08-01-01
Please rakwence this number
on all correspondence
We recently had a request for inforrnadon on the sous of the abow4dwericed file
number. The 2008 ICC -ES file number is an open file can ently under review. Once
completed the new ICC -ES report wM reference the current 1-code(s).
If you have questions, please contact me at (800) 4236587, mesion 3307, or by e-mail
at mmoody a@1w- s_org.
Yours very truly,
Monique Moody
Manager, Client Relations
:mm
Bin#
City of La Quinn
Building a Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit # \�\
i\
Project Address: $7768 CI�tiJ -rot
Owner's Name: IZ— ,71 L!2P A,1
A. P. Number:
Address: JY 771, C,9,V 7,4i—,A )�,k
Legal Description:
City, ST, Zip: L,+ U I N%iti ck 1:?,2_2s_3
Contractor: L vIli •rte PA -T/ / C�
Telephone: -
Address: 40 - (3 3 f 4 LL is O /�l ,, , r1Z,9-pA
Project Description:
City, ST, Zip: ( Nt71 O C_ , qac O jA
Lv ,+t,_,e b L/L7— iCE:-
Telephone: 7 6,,>- S 7'-{ U -'( 3
S! /ZtU
State Lic. #: -1`71 13 7 C1
City Lic. #: 9911 (11 S
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person: `�{ W O LL
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.: Z- O 5— 1 # Stories: # Units:
Telephone # of Contact Person: -7 �O - 7 — `� 3
Estimated Value of Project: 2 -5- o2
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cates.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cates.
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for corrections/issuc
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Dale of permit issue
School Fees
Total Permit Fees
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
SHEET INDEX : DESIGN LOADS:
SHEET # SHEET TITLE I DESCRIPTION
T-1 ........... TITLE SHEET / DESIGN LOADS
1 ............GENERAL NOTES
2 ............SOLID PANEL STRUCTURES
3 ............OPEN LATTICE STRUCTURES
4 ............PANEL SPANS TRI -V & W -PANEL
5 ............PANEL SPANS FLAT PAN
6 ............PANEL FASTENERS I FAN BEAM
7 ............RAFTER SPANS
8 ............COLUMN I POST TYPES
9 ............HANGER CHANNEL AND BRACKET ATTACHMENTS
10 ............COLUMN SURFACE MOUNT AND EMBEDMENT
11 ............BEAM TYPES
12 ........... BEAM SPLICE DETAILS
13 ............BEAM TO POST ATTACHMENT
14 ............LATTICE CONNECTIONS
15 ............ MINIMUM REQUIRED COLUMNS
16&17 ...... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# LL. 90 MPH
18&19 ....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 100 MPH
20 & 21 _...SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH
22 & 23.....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# LL. 110 MPH
24 & 25 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 30# LL. 110 MPH
26 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# LL. 90 MPH
27 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 109 L.L. 100 MPH
28 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 100 LL. 110 MPH
29 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH
30 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 300 L.L. 110 MPH
31 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 90-110 MPH
32— ... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 90-110 MPH
33 ............INSULATED ROOF PANEL CONNECTIONS
RESIDENTIAL APPLICATIONS - 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 BAND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
COMMERCIAL APPLICATIONS - IBC CHAPTER 18.
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION 0. SEISMIC DESIGN CATEGORY D.
DESIGN ASSUMPTIONS:
A. MAXIMUM BUILDING HEIGHT AVERAGE = 19'
B. MINIMUM ROOF PITCH OF EXISITNG RESIDENCE = 5:12
C. MINIMUM B' PROJECTION D. LEAST BUILDING WIDTH - 30'
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY
INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED
WITHIN THIS ICC -LISTED EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A
BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS
EVALUATION REPORT:
A. TITLE SHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (19. SOLID OR LATTICE ROOF, FREESTANDING OR
ATTACHED).
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER ANO/OR PANEL
SPAN TABLES.
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED)
BASED ON THE SITE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE STRUCTURAL DETAILS.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY
HAVING JURISDICTION.
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL &ASSOCIATES, INC.
LIVE LOAD s
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 7/112011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
TITLE SHEET
10, 20 & 30 psf
DURA PRODUCTS, INC.
ER-
SCALE: NONE
741.2107
DESIGN LOADS
HORIZ. WIND =
8299 ALPINE AVE., SACRAMENTO, CA 95828
T-1
REVISED BY:
RANCHO CUCAMONGA. CA (951)
90,100&110 MPHSHEET
(918) 482.7021 FAX 403.1819 sales®duralum.com
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
WITH THE 2009 INTERNATIONAL. BUILDING CODE; -2009 INTERNATIONAL RESIDENTIAL CODE: 2010 CALIFORNIA BUILDING & RESIDENTIAL CODES, ASCE/SEI
OADS-FOR-BUILDINGS-AND-OTHER STRUCTVRES.AND THE.2005 ALUMINUM MANUAL -ADM 1 -05.= -
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE
CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND
PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND
SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL, EXCEPT WHERE NOTED IN THIS REPORT.
T. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
8. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 31/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEF
OF ZERO TO A MAXIMUM COLlJdN LOAD OF 760 POUNDS.
9. 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.
10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. !J
12. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SE17. SECTION 6.5.13.
15. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1.
16. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SE17, SECTION 6.5.
EXCEPT WHERE NOTED IN THIS REPORT. '
17. 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).
18. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
19. 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.
20. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
21. DESIGN VERTICAL SOIL BEARING PRESSURE IS 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 1.33 PER TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d).
22. 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.
23. 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.
24. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS WEDGE -BOLT+ STAINLESS STEEL (ICC -ES ESR -2526 FOR CONCRETE AND FOR MASONRY) OR
APPROVED EQUAL
25, ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL
26. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL PATIO COVERS ONLY.
27. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED.
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL &ASSOCIATES, INC.
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/112017
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
GENERAL NOTES
10, 20 8 30 pal
HORIZ WIND
DURALUM PRODUCTS, INC.
6269 ALPINE AVE., SACRAMENTO, CA BSB2B
ES _
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
90,100&110 MPH
(916)452-7021 FAX403.1519 Be
SHEET 1 OF 33
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
'O.H.' NOT TO EXCEED
OF SPAN
SEE DETAIL FOR!
* SO. POSTS, SIZI
31/2' SLAB
ATTACHMENT
MAY BE USED
WHERE PERMITTED.
SEE SCHEDULE
MAX. HT.- 12'
FOOTING WHER
SEE SCHEDULE
FOR FOOTING CUBE SIZE NOTE: EACH COMPONEN
CHANGEABLE WITH ANY
COMPONTENT UNLESS C
TYPE "A" ATTACHED SINGLE SPAN W/CANTILE%
LflyG�
ALUMINUM OPS
ROOF PANEL O•
SEE SCHEDULE
FOR SPANS
O.
NOT TO EXCEED 26%
OF SPAN
SEE DETAIL FOR SPLICE
POSTS OPTION
* SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X 6 1/2' SIDE PLATES.
SOLID PANE. TYPES
ATTACHMENT CHANNEL
ALUMINUM SEE DETAILS —
ROOF PANEL MIN. 0.25• SLOPE PER I
SEE SCHEDULE
FOR SPANS
O.
'+O.H ' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
rasPA
fe,
1k SO. POSTS, SIZE VARIES
SO. POSTS, SIZE VARIES
Sff SC pqC/NG
NfOV�ES
SEE SCHEDULE FOR
0' PA3112'
SLAB
ALTERNATE:MAYBE
POST SPACIN
SINGLE POSTWHERE
qNOTE.
USED
SCHEDULE
O•M.
OPTI NAL: CANT E
SEE SCHEDULE
ALTERNATE.
MAX. HT=17
3 1/2' SLAB
DOTING WHERE REQUIRED
SINGLE POST
V�
MAY BE USED
%O•N.
SEE SCHEDULE
ALTERNATE:
TO CONSTRAIN
E "B" ATTACHED MULTISPAN W/CANTILEVER OPTION
SINGLE POST
NOTE qO SPLICE AT THIS
FOOTING, SEE
SEE SCHEDULE
POST D AT END BAYS.
SCHEDULE
NOTE SPLICE A THIS
FOOTING, SEE
FOOTING WHERE REQUIRED
POST 40 AT END BOYS.
SCHEDULE
SEE SCHEDULE FOR FOOTING CUBE
SIZE
x-
IddTldl
1/2 x 9' STEEL ROD NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION
pR T B F
C(IfOn,ON
OPTIONAL: CANTILEVER
SEE SCHEDULE FOR
POST SPACING
PANEL MIN. 0.25' SLOPE PER
'O.H." NOT TO EXCEED 25%
16
TOM CAMPBELL 8 ASSOCIATES, INC.
0' PA3112'
SLAB
ALTERNATE:MAYBE
ATTACHMENT
SINGLE POSTWHERE
qNOTE.
USED
SCHEDULE
PERMITTED.SEE
OPTI NAL: CANT E
SEE SCHEDULE
SPLICE AT THIS
MAX. HT=17
AT END BA
DOTING WHERE REQUIRED
P ST PACING
SEE SCHEDULE
OR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
%O•N.
CHANGEABLE WITH ANY OTHER
ALTERNATE:
COMPONTENT UNLESS OTHERWISE SHOWN.
E "B" ATTACHED MULTISPAN W/CANTILEVER OPTION
SINGLE POST
MAYBE USED
SEE SCHEDULE
PANEL MIN. 0.25' SLOPE PER
'O.H." NOT TO EXCEED 25%
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
OF SPAN
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
SEE DETAIL FOR SPLICE
REPORT NUMBER
DATE: 1/11/2011
SCALENONE
IREVISE:DBY:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
/'OS
OPTI NAL: CANT E
NC
DURALUM PRODUCTS, .
i(GiS)462-7021
Sp
Sff CM
fplua
SEE SCHEDULE R
SD. POSTS, SIZE VARIES
RANCHO CUCAMONGA. CA (951) 741.2107
P ST PACING
HORIZ. WIND
90, 100 6 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 85828
FAX 403-1518 sabsfgldu'alum.tam
%O•N.
ALTERNATE:
2S960FSp
3 1/2' SLAB
SINGLE POST
MAYBE USED
SEE SCHEDULE
TO CONSTRAIN
NOTE SPLICE A THIS
FOOTING, SEE
POST 40 AT END BOYS.
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER -
1/2 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/11/2011
SCALENONE
IREVISE:DBY:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
STRUCTURES
10, 20 630 w1
NC
DURALUM PRODUCTS, .
i(GiS)462-7021
ER-
RANCHO CUCAMONGA. CA (951) 741.2107
HORIZ. WIND
90, 100 6 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 85828
FAX 403-1518 sabsfgldu'alum.tam
SHEET 2 OF 33
RAFTER SEE TABLE * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 61/2' SIDE PLATES.
FOR SIZE
ACING OPEN LATTICE TYPES „
AND
MAX PROl
�MAx. PROD. yas, yg�: THIS OPEN LATTICE -TYPE STRUCTURE SEE SCHEDULE
B6X. PR U.q�._ MAYNO BE COVERED.
IZE
C�t/2 Ye 0 SPAN °' � RAFTER
S NU
Vil
Op.
G
I
PATIO COVER SYSTEM ASM G. BY:
RAFTER SEE TABLE * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 61/2' SIDE PLATES.
FOR SIZE
ACING OPEN LATTICE TYPES „
AND
MAX PROl
�MAx. PROD. yas, yg�: THIS OPEN LATTICE -TYPE STRUCTURE SEE SCHEDULE
B6X. PR U.q�._ MAYNO BE COVERED.
IZE
C�t/2 Ye 0 SPAN °' � RAFTER
S NU
LENGTH OF STRUCTURE VARIES
X
Vil
Op.
G
LENGTH OF STRUCTURE VARIES
PATIO COVER SYSTEM ASM G. BY:
®�
POST CR SECTION,
DATE: 1/11/2011
1R -SLAB
3112.
OPENLATTICE
7*
L
POST WITH SIDE P! ATESIA
SEE DETAIL
LENGTH OF STRUCTURE VARIES
0
CHANGEABLE WITH ANY OTHER SF
FOOTING, SEE
HORIZ. WIND •
90,100 8110 MPH
31R' SLAB
COMPONTENT UNLESS OTHERWISE SHOWN. Ft
SCHEDULE
NOTE: EACH COMPONENT IS INTER-
TOCON USED
NOTE: EACH COMPONENT IS INTER-
31? SLAB ATTACHMENT
MAY BE USED WHERE
t
POST WITH SIDE PLATES 1�
SEE DETAIL
CHANGEABLE WITH ANY OTHER
RS /
IQ[F
COMPONTENT UNLESS -OTHERWISE SHOWN. t
SEE D.
EACH COMPONENT IS INTER-
31rr SLAB ATTACHMENT
TYPE "G" FREESTANDING SINGLE SPAN
FOOTING WHERE REOUIRED,
LE WITH ANY OTHER S�
�F
MAY BE USED WHERE
PERMITTED.
BEE SCHED. FOR FOOTING CUBE 62E
OPEN LATTICE -TYPE PATIO COVER i % QQF
nom- 9TRIICTURE A
THIS OPEN LATnCE-TYPE '`..
t
` UNLESS OTHERWISE SHOWN.
^
SEE SCHEDULE
TING WHERE
SCALE: Nf9
GLE,SPANQ,LAT�Ti10ESTRUCTU
MAY.=BE COVERED.
(���p�
BEEFOR FOOTING CUBE 82E
��c P`�`
TYPE"E"ATTACHED'
E "F" ATTACHED MULTISPAN
TTICE STRUCTURE
~
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY N�BE COVERED.
RAF FW TABLE MAX PROD.
F SIZE SEE ECHE E
LNM: THIS OPEN LATTICE-TYPESTR
.��
q MAX PROI.
IJ i 9EE SCHEDULE
AND SPACING
MAY.=RECOVERED.
Q
LENGTH OF STRUCTURE VARIES
X
POST CROS ECT
SEE POST DETAI
LENGTH OF STRUCTURE VARIES
G
t
FT 'GAL./
PATIO COVER SYSTEM ASM G. BY:
POST CR SECTION,
DATE: 1/11/2011
1R -SLAB
3112.
OPENLATTICE
SEE POST DET
NOTE: EACH COMPONENT !SINTER-
TO CONSTRAIN
FT C
� �
SCALE: NONE
REVISED BY:
CHANGEABLE WITH ANY OTHER SF
FOOTING, SEE
HORIZ. WIND •
90,100 8110 MPH
31R' SLAB
COMPONTENT UNLESS OTHERWISE SHOWN. Ft
SCHEDULE
NOTE: EACH COMPONENT IS INTER-
TOCON USED
CHANGEABLE WITH ANY OTHER SFFt
FC
SCHEDULE EE
OPEN LATTICE -TYPE PATIO.COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN. ��
SCALE: NTS
SEE SCHED. FOR FOOTING CUBE SIZE
FOOTING WHERE REQUIRED
SEE SCHEO. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN
LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN LATTICE
STRUCTURE
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.LIVE
TOM CAMPBELL 6 ASSOCIATES, INC.
LOAD •
PATIO COVER SYSTEM ASM G. BY:
REPORT NUMBER
DATE: 1/11/2011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERIN6
EN7
OPENLATTICE
10.20330 p1t1
DURALUM PRODUCTS, IN C.
1(918)452-7021
ER-
SCALE: NONE
REVISED BY:
RANCHO CUCAMONOA, CA 951 7AL
( )
STRUCTURES
HORIZ. WIND •
90,100 8110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 95828
FAX 403.1819 sales®duralum.lxm
SHEET 3 OF 33
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
25"� 87" T=SEE TABLE BELOW 4_5�}t� 40' �7 s R•.
D��' ']�L40" �•�2s'
2.46"40 70" 25gw FESS/Q
1.48 .40" I� "7` 4 .35'
3.00" 4.50" 4.50" 4.50" 4.504 " 3.00' Jr
24.00" ��
ALUM. ALLOY 3004 H36 OR EQUAL CD Q 37�g f m ALUM. ALLOY 3004-H38 OR EQUAL
24" TRI -"W PAN
L.L =
(PSF)
PANEL*'
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN go
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.018
11'-9'
10'-8"
11'-9"
9'-7'
101-W
8'-8"
.024
.024
13'-9"
12'-7'
13'-9'
11'-3"
12'-8'
10'-3'
10
.032
15'-1"
14'-8'
15'-1"
13'-0'
14'-5"
11"-9"
20'-11'
20'-11'
20'41"
20'-11"
19'-9'
20
.020
11'-10'
11'-10'
.018
91-8"
91-8"
91-8"
9'-7"
91S"
8'-8"
12'-10"
.024
11'-8"
111-8"
11'-8"
11'-3"
11'-8'
10'-3'
20
.032
13'-4"
13'x'
13'x"
13'-0"
13'-4'
11'-9'
17'-3"
17'-3"
30
.020
10'-4"
10'-4'
101x"
10'-4"
10'-4'
.018
8'S'
81-5"
8.-5^
8--5"
8'.3"
8--5-
11'-2"
.024
101-0'
10'-0'
10'-0'
10'-0'
10'-0"
10'-0'
30
.032
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
* 12" x 31/2" W PANEL
=
PSF)
PANEL'*"
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B I
EXP.0
10
.020
14'3"
14'3'
14'-3"
14'-2"
14'-3"
12'-10"
.024
15'-7•
15,-7"
15'4"
15'-7"
15'_7•
14•_1"
.032
181-8"
181-8"
181-8"
181-W
18'-8"
17'-3"
.040
20'-11'
20'-11'
20'-11'
20'41"
20'-11"
19'-9'
20
.020
11'-10'
11'-10'
11'-10'
11'-10"
11"-10"
11'-10"
.024
12'-10"
12'-10'
12'-10"
12'-10"
12'-10"
12'-10"
.032
15'5"
15'-5"
15'-5"
15'•.5"
15"-5"
15'-5"
040
17'-3"
17'-3'
17'3"
17'-3"
17'-3"
17'-3"
30
.020
10'-4"
10'-4'
101x"
10'-4"
10'-4'
101-4'
.024
11'-2"
11'-2'
11'-2'
11'-2"
11'-2'
11'-2"
.032
13'-8"
13'-8"
13'-8"
13'5"
13'5'
13'-8"
.040
15'-1"
15'_1"
151_1"
15,_1"
15,_1•
15.1•
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD "
PATIO COVER SYSTEM AS MFG. BY:
DATE: 1/11n011
10, 20630 psf
DURALUM PRODUCTS, INC.
REPORT NUMBER
6CALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
HORIZ. WIND a
8299 ALPINE AVE., SACRAMENTO. CA 95828
ER-
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741.2107
70.90 8 110 MPH
(818)462-7021 FAX 403.1819 eelas(�durelum.com
SHEET 4 OF 33
RAFTER SPANS FOR -OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
FES Ip
r �►— _ A N9` 3M3' 2, 5• 3.0' 118.('
.042'
032'F .032'
.042' F' f w m .042' ALUM. ALLOY 3004-H38
ALUM. ALLOY 3004-H38 / OR EQUAL
OR EQUAL
Q' ALUM. ALLOY 3004+138
* SEE NOTE BELOW OR EQUAL _F *SEE NOTE BELOW
L.L = T ( _ 90 MPH J _2 X 6100 MRAF_TER—PH 110 MP LT 90 MPH DBL. 2 101 P RAFTER
11 O MPH LL = T ` 90 MPH 3X100 MPHTER 110 MPH
(PSF) (IN.) �o EXP. B EXP.0-'EXP, B EXP.0 EXP. B E .0 (PSF) (IN.) °�� EXP. 8 EXP.0 EXP. B EXP.0 EXP. 8 EXP.0 (PSF) (IN.) � gyp, g EXP.0 EXP. 8 EXP.0 EXP. B EXP.0
18' 12'-2" 12'-2• 12'-2" 11'-10' 11'-10' 11'5' 18' 1r3" 1r3" 1r3' 16'-8" 18'-B" 18'-1" .042 16' 24'-8' 23'-5' 24'-0' 22'-8" 23'-5- 21'-10'
,024 .024
24" 9'-11" 9'-11" 9'-11" 9'-B' 9'-B" 9'3' 24" 14'-1' 14'-1' 14"-1" 13'-r 13'-r 13'•2' 10 24" 20'-0" 19'-1" 19'-r 18'-8' 19'-1' 17'-10°
�--` •1.8' 18'3' 18'-3' 18'3" 15'-9" 15-9" 16'-r 18• 23'-0• 23'-0' 23'-0" 22'3' 22'3' 21'•8'
r-10 .032_ ,." 10 .032 - - -
✓ ` 24_ 13'3" 113'1 13'3' 12'-10' 12'-10' 12'-5' 24" 18'-9" 18'-9' 18'-9' 18'-2" 18'-2" 1r-6'
.042 18' 21'-4" 21'-0' 21'-4' 20'-8• 20'-8' 19-11' ,042 16" 30'-r 30'-2' 30'-2" 29'-3' 29'-3" 28'-2" ,042 18" 1r-9' 17'-9" 17'-8" tr-9" 17'-9' 17'-7'
24' 17'1 1r-5' 17'5' 18'-10" 18'-10' 18'3' 24- 24'1 24'1 24'-r 23'1 23'1 23'1 20 24' 14'1 14'-8' 14'-8• 14'-8' 14'-8' 1 14'4'
16' 9'1 9'-4- 9'1 9'1 9'1 9'-1 16• 13'1 13'1 13'1 13'1 13'-2' 13'-0•
.024 .024 - - -
-7" -
24' r-7- 7'-7" 7' r-7' 7'-r r-8' 24' 10'-9" 10'-9' 10'-9' 10'-9' 10'-9' 10'-7"
20 .032
16' 12'-5"1Z-5" 12'5' 12'-5' 12'5'12'-3* 20 .032 18"17,-r 1 r -r 1 r -r 17'-7"17'1 17'4' .042 16' 14'1 14'1 14'-r 14'1 14'1 14'1
24' 10'-2' 10'-2• 10'1 10'-2- 10'1 10'1 24' 14'1 14'1 14'1 14'1 14'4' 14'1 30 24" 11'-11' 11'-11" 11'-11" 11'-11" 11'-11" 11'-11"
16' 18'1 18'4' 16'1 16'1 16'-4' 18'1 18' 23'-1' 23'1 23'-1" 23'1 23'1 22'1
.042 .042 - - - -
24' 13'1 13'1 13'-4' 13'1 13'1 13'1 24' 18'-10" 18'-10" 18'-10• 18'-10• 18'-10• 18'-r
18' - - - - - - 18' 10'-10• 10'-10' 10'-10' 10'-10' 10'-10' 10'-10'
.024 .024 * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT
24" 8'-10" 8'-10" B'-10" 8'-10' 8'-10' 8'-10• 3r O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
16' 10'3' 10'3' 10'3' 10'-3- 1011 10'3' 1S" 14'1 14'1 14'4' 14'-8" 14'1 14'-0' 24" O.C. MAY BE USED AT 46' O.C. WHEN DOUBLED.
30 .032 30 .032
24" 8'1 8'1 8'-4' 8'1 8'-4' 8'1 24' 11'-10' 11'-10' 11'-10• 11'-10" 11'-10• 11'-10•
18- 13'1 13'5' 13'5- 13'-5' 13'5' 13'5" 18" 19'-0" 19'-0- 19'-0" 19'-0' 19'-0' 19-0' PROJECTION
.042 .042 O.H. SPAN
24" 11'-0' 11'-0' 11'-0• I 11'-0' 11'-0" 11'-0' 24- 15'1 15'-8' 16-6" 15'$" 15'•8' 15'-8'
TRIBUTARY TRIBUTARY -
TRIBUTARY WIDTH TABLE -CLEAR SPAN (FT.)
O.H. 8 7 8 8 10 11 12 13 14 /5 18 17 1B 18 20 21
0 3 4 4 5 5 8 8 7 7 8 B 9 9 10 10 11
1' 4 b 5 8 6 7 7 8 B 9 9 10 10 11 11 12 WIDTH 112SPAN. o.H.
2' S 6 8 7 7 B 8 8 9 10 10 11 11 12 12 13
3• - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14
4' - - - 9 9 10 10 11 11 12 12 13 13 14 14 15 EQUAL TO CENTER SPAN TO CENTER SPAN
b• F11+11
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
DATE: 1/11k011
10, 20830 paf
DURALUM PRODUCTS, INC.
l(OlS)462-7021
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
HORR. WIND -
8289 ALPINE AVE., SACRAMENTO. CA 95528
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (851) 741-2107
80,100 8 110 MPH
FAX 40Y1519 eeten®durelum.eam
SHEET 7 OF 31
12
12
13
13
14
14
15
15
16
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
DATE: 1/11k011
10, 20830 paf
DURALUM PRODUCTS, INC.
l(OlS)462-7021
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
HORR. WIND -
8289 ALPINE AVE., SACRAMENTO. CA 95528
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (851) 741-2107
80,100 8 110 MPH
FAX 40Y1519 eeten®durelum.eam
SHEET 7 OF 31
COLUMN / POST
MAX. HEIGHT = 10'
3.00"SQ.
& SURFACE MOU;NT-ATTA(
MAX. HEIGHTTE
t-324" q' #10 Ms\ " 3.00" SQ.
.0 2 24'O.C. -- l -Ott
E:A. SIDE
.14"R
TYP. .a
O5/8" PLASTIC PLUG 28� _ ` -
3" SQ: ALUM. -POST
3" SQ. ALUM. POST �/�
ALUM. ALLOY 3004-H36 vW�TH SIDE PLATES �c
ALUM. ALLOY 300MH36---- �.
ALUM. ALLOY 3.00" OR
6063-T6 %4` 2.40"—L./r
1.375"
75"
1.60"
5 0" TYP.
INSTALL 1 6' x 1 V z 6' HDO .09
WASHER PLATE AT ANCHORS
POR 110 MPH
ALUM "T" BRACKET
q 7/16.2
FOR:
ASTM GRADE 36 STEEL
USE FOR 3
POST O Y
q 2- 5/1
STEEL'T'BRACKET
MENT DETAILS
10'
3.00" SQ.
Oy
LUM.
TEEL-"/
DFE O
MAG POST
Tl 3" SQ. ALUM. POST
�ALUM. ALLOY 6063-T8
=3'SQ.xl=.188"
m
ASTM A500 GRADE B
ALUM. ALLOY
6063-T6
"H" BRACKET
2 FLANGES
21/8' APART
BASE FLARES
TO 3'WIDE EA.
SIDE OF FLANGES
1-7/16.0 HOLE
& 2-318" HOLES
TYP. EA. SIDE
�_ i
(4) -SDS 25412 ti
I
3" x 8" ALUM`RAFT. BRACKET
r f
3rx 8 ALUM._HEADER-
VH -0 EF2 BRACKET' '7'
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
UVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1N1/2011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN'
10, 20 6 30 pst
DURALUM PRODUCTS, INC.
1(916)452-7021
ER-
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES
D. 100 WIND "
80, 100 6 110 MPH
ALPINE AVE., SACRAMENTO, CA 95928
FAX 4037918 ml"a@dumlum.o"m
SHEET 8 OF 33
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET.
ALUM. PANEL 2X OR -J
3x ALUM. RAFTER
FASCIA BOARD•
ALLOWABLE PROJ.
SEE
SEE TABLE
ING ANGLE
L- EXIST. EAVES, RAFTER
EXISTING EAV
OVERHANG
(24' MAX)
EXISTING EAVE CONNECTION
HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC.
HANGER CHANNELS
AND MOUNTING BRACKETS
LL -10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
90 A 8 B C D D E E F
100 A B 8 C D D E E F
ALUM. 3004 H38
5 WALL FASTENERS
SEE TABLE
300' 076
2,740"
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX.
MAX.
fMB�DS25412
08
uow
p
D=318"0 x 4' LAG SCREW AT EACH STUD
"E=3/8'0 x 1 1/8" AT 18" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
2'-0" 14'-0' 12'-6"
•F=3/8"0 x 1 118" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
24* O.C.
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1
8'-10"
2,-0" 9'-4" 7'-4"
5'-7"
2"x8" FULL OR
2"x8" NOTCHED
24" O.C.
2'-0"
19'-11'
010'90
DIA.814 SMS ®PANEL
28'R.04"
T=.080"(2
2'-0"
31'-11'
i
31'-11'
25'-0"
LOCKS OR 08 SMS
&D
c
$ .583"
AT EA CONTACT
5'
WALL FASTENERSoO
c
LLavi
:JFASTENERS
.281'
.2
SEE TABLEC'i`"1
M
ALUMALLOY ROOF PANEL
CONTINUOUS A. RAIL
(WHERE OCCURS)
0
AAL
E TABLE
gMALL
A
0
O
6063-T OY
8053-TBALUM.ALLOY
APPROVED 3'OR 4'
INSUL. ROOF PANEL
ROLLFORMED HANGER EXTRUDED
N14 SMS ® EA CONTACT
HANGER CHANNEL----
WALL CONNECTION
O I.R. HANGER
8063-T6
O ( - #14
-1-
9
SMS TSB
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET.
ALUM. PANEL 2X OR -J
3x ALUM. RAFTER
FASCIA BOARD•
ALLOWABLE PROJ.
SEE
SEE TABLE
ING ANGLE
L- EXIST. EAVES, RAFTER
EXISTING EAV
OVERHANG
(24' MAX)
EXISTING EAVE CONNECTION
HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC.
WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID=GROUTED
DESIGN 18" O.C. CELL AT FASTENER) OR CONC.
LL -10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
90 A 8 B C D D E E F
100 A B 8 C D D E E F
110 A B B C D D E E F
LL=20
DESCRIPTION OF LAG SCREW EE NOTE BELOW
2" x 4"
FULL OR
2' x 6"1'-8"
NOTCHED
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX.
MAX.
fMB�DS25412
W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C.
C=SDS25412 AT EACH STUD, lir O.C. MAX.
uow
p
D=318"0 x 4' LAG SCREW AT EACH STUD
"E=3/8'0 x 1 1/8" AT 18" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
2'-0" 14'-0' 12'-6"
•F=3/8"0 x 1 118" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
24* O.C.
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1
EXIST. RAFTER
8 0
o
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG(L)
LL=10
LL=20
LL=30
2" x 4"
FULL OR
2' x 6"1'-8"
NOTCHED
16" O.C.
181-8"
18'-8"
14'-2"
2'-0" 14'-0' 12'-6"
9'-7"
24* O.C.
12'-5" 111-8"
8'-10"
2,-0" 9'-4" 7'-4"
5'-7"
2"x8" FULL OR
2"x8" NOTCHED
24" O.C.
2'-0"
19'-11'
19'-4"
14'-8"
2"x8" FULL OR
2"x10' NOTCHEDI
24" O.C.
2'-0"
31'-11'
i
31'-11'
25'-0"
NOTE: 24 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16' O.C.)
DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL-15psf RLL-20psf
THE INSTALLATION OF LAG SCREWS 8 WOOD SCREWS ARE REQUIRED TO
BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS),
11.1.3 AND 11.1.4, RESPECTIVELY.
THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER
TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT.
1
/ /�Cp 3 111 yt
r* IF CA
3/18•
g. 0 STEEL
p 1/4'0 HOLES,TYP.
p
1/2" y10# L.L.-(2)#14 SMS EA. SIDE
' 20#/30#L.L.-(2)#14 SMS EArSIDE
8 0
o
U' BRACKET
HANGER CHANNEL
LNE LOAD •
1 1/4'
�/4" OR 1 1/2"
NOTE: PROVIDE WATER
PROTECTION METAL FLASHING
2' x 8 1/2' OR
3' 8" ALUM.
CAUCK JOINTS AND SLOPE
TO DRAIN
x
5- MIN. RAFTER
TYPICAL BRACKET AT EVERY 2x
— 1314.OR 1 1n'
1
FOR SPAN SEE ALLOWABLE
DECKRAFTER SPAN TABLE
EXISTING WOOD STUD FRAMING EAVE LENGTH
+1 "L• 2x0 DR 2.8 LEDGER
2 EACH 1/4.0 x 3-1/2" LAG SCREWS LL =10 psf
2 EACH 7/18'0 x 3-1/2" LAG SCREWS L�ND 30 psf W.B.
R }814x1314'
(A� MIN. PENETRATION INTO (3}a 4x3 t P�nocovEa
EXISTING WOOD STUD)
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING--" :BRACKET
NOTE: PLACE'SIKA FLEX* OR SIMILAR MAY BE MOUNTED
SEE ®FOR ATTACHMENT MATERIAL BETWEEN BRACKET AND COMP.
BELRAFTER WI
,—RAFTER TO i SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTION'S.
WALL CONNECTION O3 4O BRACKET CONNECTION
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
HANGER CHANNEL
LNE LOAD •
CO ERS STEM A FG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
DATE: 1/11/2011
SCALE: NONE
COMMERCIAL/WD RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
10, 20 8 30 pal
IPATIO
6269 ALPINE AVE., SACRAMENTO. CA 88828
ER-
REVISED BY:
pANCHO CUCAMONGA, CA (951) 741-2107
ATTACHMENTS
90000 6V110 MPH
(916IND
(818) 452-7021 FAX 403-1619 salsa®dun9Mm.00m
SHEET 9 OF 33
�f t
COLUMN/
POST TYPES
& SURFACE
MOUNT -AN --EMBEDMENT DETAILS
• CUBE FTG.
FOOTING SIZE
SINGLE POSTS
ALUM.'PSRACKET USE WITH
-'ST \
BOLTS
20"
`f' BRACKET
® 3'SQ. POST W/
12"
POST TYPE B,CA OR E
BTEEL.T'BRACKET USE WITH
1/-
STEEL POST ONLY:
USE POST TYPE
(3}�/8'ta BOLTS
22
25' SO.
16'
POST TYPE B,C,D.EF.o•H,J OR K.
F. G. H. :I.OR K
POR POST TYPE J
24• 28" SQ. 20"
(2)-#12 SMS EA
3'SO. POST SIDE OF POST OR
3' SO. POST
'T'BRACKET:
USEtti1} y"g*,0 HILT1
31•-34"CUBE
4
4-
1140'SM.B.THROUGH
'
35" SQ.
KWIKBOLTSOREOUAL
1110EPTHOF '
(2}1/2'OBOLTS
FOR ALL OTHER
18"INSERT
30" 39' SQ. Y8"
32'
U8E (2}3IB-0 HILTI I(WIK
&L
FOOTING OR
i CONDITIONS 4 5'
x "Be"
(2}114'0 POWERS WEDGE-
SEE NOTES BELOW
BOAS OR E
12' MIN. EaABD. I
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL
ASTM A38
BOLTS+ OR EQUAL, EACH
BRACKErT TO SLAB.
W366"51"
60' SQ. 39'
235: EMBEDMENT DEPTH
FOR KWIK BOLTS)
, I ; • ;
W/ C SLAB
STEEL
MINIMUM DISTANCE TO
t I I
;' I +1 O
T.O.C.
EDGE OF SLAB = 4' OR
S
TO CRACK= 10"
Q
�r
ASTM A572 STEEL
0 W MIN. EMBEDMENT)
.4 ;; ' • ., rn w a
DE TH 4
�(1 1/2.0M.B. i< :� . ;•ti11
3/16'
SLAB SHALL BE IN
GOOD CONDITION
POURED CONCRETE
FOOTING SEE NOTE
LONGI• �...:
\13FROM END i ...' c
SOF POST C .'::'.'
POST (STL )
3- FLUTED
F
FOR S¢E
OR
POURED
OR 4' SD. POST (BTL.)
3 1/2' MIN.
SEE FOOTIN.
SCHEDULE QUAR
IN BEAM SPAN TAM
SQUARE 9EE FTG.
CONCRETE SCHEDULE IN BEAM
FOOTING
/
INSERT
�SPANTABLE,f
SQUARE POST EMBED.
PL.5/8'THK.
EXISTING SLAB
3' SO. POSTS TO CONC. FOOTING 8
/ 9
INTO FOOTING /
1 V2" 6•
1 112•
ATTACHED
ALTERNATE FTG.
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
CUBE SIZE
SO. 1B' DEEP
• CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18" 18" SQ. 12'
BOLTS
20"
21" SO.
12"
23.8 24' CUBE
(2)-112-0
3 1/4'
22
25' SO.
16'
25• - 30' CUBE
(4).1110
3 114'
24• 28" SQ. 20"
26'
32* SO.
23'
31•-34"CUBE
(4WrO
4-
28'
35" SQ.
25'
35'- 39• CUBE
(4)-314.0
4 314'
30" 39' SQ. Y8"
32'
43' SQ.
30'
40• - 42' CUBE
(4)314.0
4 3/4'
34'
47' SQ.
32"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL
SO. 34'
55' SQ. 37'
W366"51"
60' SQ. 39'
64"SQ. 41'
69'SQ. 43'G
W/ C SLAB
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
NOTES:
1. DO NOT USE ALUM. T
BRACKET WITH 3X8 BEAM
WANSERT, MAG BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE.
2'X)b'X6WAT
STEEL T BRACKET.
3. POST TYPE F
00 NOT USE STEEL'i'
BRACKET W/7' I�EAM.
I.C.C. E.S. EVALUATION
WELDED STEEL BASE PLATE
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SPIT. 9
9'SQ.x6V B,C,D,F,G,6H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE)
(4)- 3/4.0 HILT] KWIK BOLT TZ STAINLESS
9"xVII 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 3/4' EMBEDMENT DEPTH)
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
COLUMN
LIVE LOAD a
PATIO COVER SYSTEMAS MFG. BY:
REPORT NUMBER
DATE:11118011
SCALE NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
AND EMBEDMENT
10. 20 8 30 paf
HORIZ. WIND
DURALUM PRODUCTS, INC.
8289 ALPINE AVE.. SACRAMENTO, CA 05826
1(918)
ER-
REVISED BY:
RANCHO CUCAMONOA, CA (951) 741-2107
90,100 A 110 MPH
452-7021 FAX 403.1519 sales®duralum.rom
SHEET 10 OF 33
1
I 0.371, * r"
SPLICE
SPLICEQ� .042•
HERwa.024—
OCCURS — 4" s ..
_ 8.0"
070 042• 032°
TYP. 10° Cpl.
TYP.
ALUM. ALLOY ALUM. ALLOY ALUM. ALLOY 3004 H38 OR EQUAL ALUM. ALLOY 3004-H38 OR EQUAL ALUM. OR EQUAL LLOY X38
'8083.78 O 8083.78 O J JO
4 I -BEAM, 7u 1 -BEAM G 2 x.:.6 RAFTER DBL. 2 x 6.5 BEAM3 x 8 BEAM
MAX. 3" s MAX. 3• e• 5.
, L��J/
_T 375"
-*-042" .042• .042"
7.14 GA
6" 7.6 5" ASTM A653 GRADE 60 858"ALLOYT-0.1125*
8.ALUM. ALLOY 6063•re
_T
)/ ALUM. ALLOY 3004406ALUM, ALLOY 30041136 1
\(\�\ OR EQUAL OR EQUAL I I 5" I� 375"
'.UM. ALLOY 3004.H36 2.875" F� 1.75"moi
OR EQUAL L!
3 x.8 B AE M W/'STL INSERTS DBL. 3 x 8 BEAM O W/ DBLL3 x 8 STLpINSERT O STEELINSERT O SPLICE I INSERT O
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
DATE: 1H1/2011
HEADER BEAM
TYPES
& ATTACHMENT DETAILS
P TIO COVER SYSTEMAS FG. BY:
DURAIUM PRODUCTS, INC.
1.52"
.61"
SCALE. NONE
GUTTER EXT. CLIP
GUTTER EXT. CLIP
8289 ALPINE AVE., SACRAMENTO, CA 86828
3.100"
2.00"
1 79•,
RANCHO
SPLICE WHERE
OCCURS
SPLICE WHERE
OCCURS
SPLICE WHERE
OCCURS
SHEET110F33
�ySQ.
,7
4.8'
076'
`•
2.57"
a.s•
7YP.
" R
2.19"
Ed
T 8"
NP.
2.04
os6•
�6"�
nv.
o00o
2r
ASTM A853 GRADE 40
.038" R.F. GUTTER
FASCIA -ALUM.
ALUM. ALLOY
ALUM. ALLOY
8083-T6
ALUM. ALLOY
8063-T6
E
ALLOY6.5"
O
6063-T64.5 �„
O
O
ROLLFORMED
" GUTTER
css►n., _
G. GUTTER
MAG BEAM .
3" SQ. STEEL BEAM
I 0.371, * r"
SPLICE
SPLICEQ� .042•
HERwa.024—
OCCURS — 4" s ..
_ 8.0"
070 042• 032°
TYP. 10° Cpl.
TYP.
ALUM. ALLOY ALUM. ALLOY ALUM. ALLOY 3004 H38 OR EQUAL ALUM. ALLOY 3004-H38 OR EQUAL ALUM. OR EQUAL LLOY X38
'8083.78 O 8083.78 O J JO
4 I -BEAM, 7u 1 -BEAM G 2 x.:.6 RAFTER DBL. 2 x 6.5 BEAM3 x 8 BEAM
MAX. 3" s MAX. 3• e• 5.
, L��J/
_T 375"
-*-042" .042• .042"
7.14 GA
6" 7.6 5" ASTM A653 GRADE 60 858"ALLOYT-0.1125*
8.ALUM. ALLOY 6063•re
_T
)/ ALUM. ALLOY 3004406ALUM, ALLOY 30041136 1
\(\�\ OR EQUAL OR EQUAL I I 5" I� 375"
'.UM. ALLOY 3004.H36 2.875" F� 1.75"moi
OR EQUAL L!
3 x.8 B AE M W/'STL INSERTS DBL. 3 x 8 BEAM O W/ DBLL3 x 8 STLpINSERT O STEELINSERT O SPLICE I INSERT O
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
DATE: 1H1/2011
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD .
30 Pef
10, 20 &30P
P TIO COVER SYSTEMAS FG. BY:
DURAIUM PRODUCTS, INC.
REPORT NUMBER
SCALE. NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
8289 ALPINE AVE., SACRAMENTO, CA 86828
ER-
REVISED BY:
RANCHO
BOHO�QWINNDgPN
(916)452-7'021 FAX 403-1618 isles®Aurelum.omn
SHEET110F33
SPLICE DETAILS (11)
SIMPLE SPLICE FULL MOMENT
(8 T&f .s. #12 S.M.S. II
TYP. THICKNESS =.035' (24 TOT TYP. THICKNERSS = .035°
n
B n
+ II + + ++ + + + + ++
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12- SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WHE
OCCUR
ALUM.ALLOY 16'- 1° V
8083-T8
4"1 -BEAM V-0"
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WH
Occur
ALUM.ALLOY
8083-T6
7" [-BEAM
MOMENT C -SPLICE
BEAM TO POST DETAILS
I
( VSA LLEY, TYW EA.
1
FLANGE
ROOF PANEL
41x3" ALUM. -I- SM. OR(4}1/4.0 M.B. BEAM
7'x4' ALUM. -I- SM. IfTO BRACKET
2-3/8'0 M.B. THRU STL. T
BRACKET TO POST.
POST, SEE SCHEDULE — r—
ALTERNATE BEAM TO POST CONN.
I.C.C. E.S. EVALUATION
NOTCH I -BEAM FLANGE
TOM CAMPBELL 8 ASSOCIATES, INC.
AS NEEDED TO CLEAR
I -BEAM ALUM ALLOY
SO. POST,CONNECT WEB
(8081-T8) ALTERNATE (
TO POST W/(2}12.0
STL. C -SEAM
THRU-BOLTS
0. POST
rcs:&:*1o'lXN0S
10.20a30pst
HORIZ. WIND -
BEAM TO POST CONN.
1
FLANGE
ROOF PANEL
41x3" ALUM. -I- SM. OR(4}1/4.0 M.B. BEAM
7'x4' ALUM. -I- SM. IfTO BRACKET
2-3/8'0 M.B. THRU STL. T
BRACKET TO POST.
POST, SEE SCHEDULE — r—
ALTERNATE BEAM TO POST CONN.
I.C.C. E.S. EVALUATION
DRAWN SY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 111112011
ON
SCALE: NE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
SPLICE DETAILS
10.20a30pst
HORIZ. WIND -
DURALUM PRODUCTS, INC.
8289 ALPINE AVE., SACRAMENTO, CA 95828
ER-
REVISED BY:
RANCHO CUCAMONOA, CA (951) 741-2107
90, 100 8 110 MPHSHEET
(918)462-7021 FAX 403.1519 eeles®duralum.com
12 OF 33
BEAM TO POST CONNECTION DETAILS
OPTIONAL DECORATIVE FASCIA "L" FASTENERS
( WOOD. ALUM. OR HAROBORD )
3" x 8" x .042" BEAM, 1'-0" 4 - #14 SDS
3" SGS. STEEL OR 2'-0" 6 - #14 SDS
MAG BEAM. FASTENER TO FASCIA - SEE TABLE
2-014 x t/Y S.M.S. EACH SIDE OF 3' 3'-0" 12 - #14 SDS
8D. POST (4-TOTAFASTENER TO RAFTER TAILS - SEE TABLE
ALTERNATE• 1/4'0 BOLT W/ WASHER FASTENER SPACING = 3/4'
EA SIDE OF W SO. POST OPTIONAL LATTICE TUBES
#14 x 12" S.M.S. TOP AT OVERHANG
& BOTT. (2) -TOT. — .1
o FALUM.
O
+ 1, ROOF PANELq.GROUPER812'3"SD POST (4)-#14 SDS @ EA. SIDEZ35' TOP & BOTT. TOT=16 ROLLFORMED OR EXTRUDED GLITTER
RACKET X
2414 x VY S.M.S. EACH SIDE OF 3'FASCUIALTEaNAT,i114*0 BOLT W/ WASHER L' SEE TABLE
EA. SIDE OF 3' SO. POST 61/2'112"x.024
3"X 3" RAFTER ALUM. OR 15
3• Bo. POST STEEL POST RAFTER "TAIL" TO GUTTER
oa°Q24o'
GUTTER FASCIA Q
MAG BEAM 3' 80. POST Q C ' CAM/O Fy
3•Sq. STL. BEAM 13 3.125" FOR 3 X RAFTER
H - BRACKET TO POST O
RAFTER
AL�M`��OY 3105-H25
.28 - 1 — 1.50"
2" 2"
.018"
1 1/2" SQ. OR 2" LATTICE TU8
ALUM. ALLOY 3105-1-125
.28° � 311 21
"
2"x3" LATTICE TUBE
lA/z' Sq., 2' SG.,
OR 2'x3• LATTICE
@ 3.0.6,MINr
TO 6"O.C: w
#14 x 3/4"TEK SCREWS
\CKET TO RAFTER
t = .040"
C (4) #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4"
BRACKET TO BEAM
P1 ICE TUBE,TO RAFTER "� BRACKET'. RAETER.TO B
I.C.C. ES. EVALUATION
DRAWN E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
UVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
"BY:
DATE: 1/11201 t
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TO POST
10, 29 8 30 pal
OURALUM PRODUCTS, INC.
I
ER-
SCALE: NONE
ATTACHMENT
HORIL WIND "
8299 ALPINE AVE., SACRAMENTO, CA 95820
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741.2107
90, 100 & 110 MPH
(016)452-7021 FAX 4031519 sole e(#durelum.mm
SHEET 13 OF 33
DOUBLE RAFTER CONNECTION DETAILS /BEAM TO POST CONNECTION
BEAM SPLICE TO
OCCUR DIRECTLY OVER 5jg P'PLASTIC
1 1/2" OR 2"LATTICEI POST. NOT PERMITTED PLUG -WHERE
#8 S.M.S. FESS/QN . 6 SCREWS I ® 2 -POST UNITS SCREW IS INSIDE
ALTERNATE 1n" DOUBLE RAFTER- Q 9� PER SIDE I 5° #14 SMS MAY
BOLT CONNECTIO PLAN 2 (V� A , ' CAMP. F2 �.
ALTERNATE: �Q` r' BE USE AS
4-#14 S.M.S. EAC O Z 3.5- 3.5' ALTERNATE TO
RAFTER TO COL. — Z r m 114"0 BOLTS
CONNECT. (8 -TOT No,3%94a
UA
13 1 �* 5° 8" BEAM J
r C OR a f
4.5.0 W �k0 8-#14 SMS
AS
1. EACH SIDE.-- 1 Y' 61/2" SIDEPLATE EA. C
�` _ SIDE SEE POST SCHED.
3-x 3'STL.POST (24') 0 ALTERNATE: #14 -SMS EA. SIDE
INSERT ATTACHED OR (2}2x6.5' OR TOP, MID_HEIGHT
3•x 3'STL,POST COLUMN :(2)-3-x8'HEADER AND BOTTOM.- 3 -SO. POST BETWEEN SIDE-PLATES
FOR FREESTANDING�n `! •a ^I' `=`�`� �'� u "
(2)-1n•eoLT BEAM TO POST CONNECTION. 21- —�'
2"x 6.5' SIDEPLATE
POST SCHEDULE
3" SQ. X.032' + (2)-2" x 61/2" X.024"3" 3" SQ. x .032" + (2)-2" x 61/2" x
DBL. RAFTER / DBL. HEADER CONN. 19 W/ (6)-#14 S.M.S. EACH SIDE. C6,USE
W/ (6}#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY ON'CONC: SLAB -OR FOO
#8 S.M.S. EACH SIDE
,--LATTICE 1 1/2" OR 2"
2"x6.5' OR 3"x8" RAFTER
- ALTERNATE: 1/2" BOLT
ALTERNATE:
(2)-#14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4 -TOTAL)
ALTERNATE:
(2)- 2x6.5- OR (2)-3'x8- HEADER
ALTERNATE:
3"x3"x0.024' (1) - 1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
EXISTING
SHEATHING
3�
y \
2'x8' LEDGER
(NEW OR EXIST.)
SDS25412
EXISTING
1" STUCCO OR EQUAL
2.5' PENE. INTO EACH WOOD STUD
EXIST. STUCCO / LEDGER
ATTACHMENT DETAIL 22
DBL. 3"X8"X.042 BEAM
OR DBL. 2"X8.5"X.032" BEAM
�— 5/8' 0 ACCESS HOLES
INSTALL 6 - #14 X %'
3' SQ. POST LONG SDS Q EACH
HEADER TO COLUMN
(12 FASTENERS PER
CONNECTION)
DOUBLE HEADER TO
COLUMN DETAIL 23
I.c.c. Es. EVALUAnoN
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD-
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/11/2011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
LATTICE
10, 20830paf
DURALUM PRODUCTS, INC.
l(916)452-7021
ER
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA . CA (951) 741-2107
CONNECTIONS
H 100 WIND "
90, 1006110 MPH
8288 ALPINE AVE.. SACRAMENTO, CA 85828
FAX 403.1619 sales®Aur"lum.c"m
SHEET 140E 33
Cl-0#:L.L._.:90-MPH-FREE-STAND:&-ATTACH.ED OPEN -LATTICE PATIOS 12' O-R-LESSy.-.EXP_. R & C-' 1
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED S" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
-;%&31�r" 4"t
- I- FOOTNOTE: "SAMPLE"
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM '3"x8" BE w/INSEIDBL. 3"x8" BEAM
LATTICE
POST SPACING TABLE
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS. INC.
OR 3"x8"BEAM - EACH w/ A 3"x8" STL. INSERT
REPORT NUMBER
DATE:vttrzotl
SCALE: NONE
MAX.COL.
FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND FREESTAND ATTACHED
MAX.POST MAX.POST ,MAX.POST MAX.POSTSPACING
10,2063owt
HORIZ. WIND •
0268 ALPINE AVE., SACRAMENTO, CA 65626
ON SLAB *
SPACING MIN. SPACING MIN SPACNG SPACINGMIN. SPACINGI M(NSPACING MIN. MIN
(SPAN) FTG' FTG. FORDBL FOR 3'x B' FTG. �O'r (SPAN)) �G' �G' POST �G' POST
REVISED BY:
I.
AND ATTACHED
70 p L.L- 00 MPH
ING' POST SING'(SPAN) POST POST POT (SPAN)
( TYPE ) (�') TYPE (IN.) 2'xBs'x.o32' BEAM (IN.)* TYPE (IN )7 PN') TYPE . ON.) (IN.) TYPE (IN) TYPE
(916) 452-7021 FAX 403.1518 sales@dumlum.com
4'
17'-0"
12'-;;��"
30
G
1213 20'-019,-1"
30
G
1416 14'-013,_4" 14'-2;3.-0" 30
G
1214 261-4'-10'
30
G
1517 36' 35'-1°
37
(�
1719 B
4'
5'
13'-7"
11' 4",
31
G
12 17'-1 "
31
G
14 12'-1 12'-8" 31
G
13 23'-3"
31
G
16 32'-1 �
36
G
18 B
5,
10 -11 „
14 17'-1 "
-
18 11 -11" 12'-1"
15 22 -2"
18 31-4 "
20 E
6'
11' 4"
10 �"
33
G
13 16'-4" "
33
G
15 11'-5" 11'-7" 33
G
13 21'-3"
33
G
16 30'-0"
35
G
18 B
6'
. „
10-4
15 15'-7
17 10'-11" 11'-0"
15 20'-3"
18' 28'-8"
21 E
7'
9'-8"
10'-19�-9"
34
G
1315 15'-
G
1517 10'-7 10'-8 ;
34
G
1415 19'-88'-9"
34
G
1 27,
34
G
1 21 B
7,
4,-5"34
0.-1 „ 0 _2"
19 26'-6"
E
8
8,_6„
9'-8'9
35
G
1418 14'
35
G
1518 9'-11"9,-5" 10'-0"9,-6" 35
G
1418 181-5"
35 35
G
17 26'
35
G
19 B
81
�°
3'-6"
19 24'-10
2 E
9
7 -7
9'-3°
37
G
14 13'-4"
37
G
16 9'-4" 9'-5" 37
G
14 17'-4"
37
G
17 24'-6"
37
G
19 E
9'
9,-0„
16 12'-9"
18 8'-11" 9'-0"
1.6 16'-0"
20 23'-5"
22 F
10'
6'-9"
9�-0"
38
G
14 12'-8"
38
G
16 8'-10" 8'-11" 38
G
14 16'-5"
38
G
18 23'-3"
3S
G
20 E
10'
8'-8"
16 12'-1"
18 8'-5" 8'-6"
16 15'-8 "
20 22'-2 "
22 F
11'
6'-2„
8'-8"8._4"
39
G
1517 12'-1 �
39
G
181 8,_5„ 8'�„
39
G
1517 15,14'-11„
39
G
1 22'
39
G
2 23 E
11'
1 �-6"
g 8'-1" 8'-2„
20 21'-2„
F
12'
5'-8"
8'-5"
39
G
15 11'-7"
39
G
17 8'-1" 8'-2°
39
G
15 1 -
39
G
18 21'-3"
39
G
20 E
12'
8--0•
17 11'-0"
19 7'-9" 7'-9"
17 14'-4"
21 20'-3"
23 F
13
5 -2'
8'-1"
40
H
15 11'-1"
40
(„�
17 7'-9" 7'-10" 40
15 14'-5"
40
H
18 20'-5"
40
�„�
21 E
13•
7'-8"
17 10'-T'
19 7'-2" T-6"
17 13'-9"
21 19'-5"
23 F
14'
4'-10"
7'_9„
41
H
15 10'-8"
41
}-{
17 7'-4° 7'-7" 41
H
15 13 - 1 °
41
H
19 19 -8' „
41
H
21 E
14'
7'S"
17 10'-2
19 6'-8" 7 -3 „
17 13'-3"
21 18'-9
24 F
7'-6"7,-2"
42
H
1518 10'
42
H
1720 6'-10'18'-3" 71-4"
42
H
1517 13112'-10„
42
1 19'-0'8,_1„
42
H
2124 E
15,
g'-10„
T-0"
21
F
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED S" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
-;%&31�r" 4"t
- I- FOOTNOTE: "SAMPLE"
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LATTICE
POST SPACING TABLE
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS. INC.
REPORT NUMBER
DATE:vttrzotl
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10,2063owt
HORIZ. WIND •
0268 ALPINE AVE., SACRAMENTO, CA 65626
ER-
REVISED BY:
RANCHO CUCAMONOA, CA (B31) 741-2107
AND ATTACHED
70 p L.L- 00 MPH
00,100 6 110 MPH
(916) 452-7021 FAX 403.1518 sales@dumlum.com
SHEET 26 OF 33
30# S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 9' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
DBL.2"x6.5"x.032" BEAM
DBL. 3"x8"x.042"BM
3"x8"
BEAM WINSERT
DBL. 3"x8" BEAM
EXB&C
>-
10' OR LESS
OR 3"x8"BEAM
3'-6" SQ x
4'-0" SQ x
EACH w/ A 3"x8" STL. INSERT
}
MAX.POST MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
rjiE
o
MAX -COL.
ATTACHED FREESTAND ATTACHED
MAX.POST
�o
°D
SPACING
ONSLAB*
SPACING SPACING
FOR 3"x 8'
SPACING
(SPAN)
SPACING
(SPAN)
MIN SPACING MIN. MIN.
POST (SPAN) PPOST
m�
MIN.
MIN.
MIN
MIN.
MW
2"x8 5 X 032'
(IN.)
TYPE
(N)
TPOSTYPE
(N•)
TYPE
(I .
TYSPE
(IN.))
NPE
(IN (LNG' (N) TYPE
TYPE
4'
6'-2"
8'4" e' S"
30
J
1517
B
11'-;;,�"
30
1719
B
15'-6 4,-9"
30
J
1 21'
C
32
J
2124
F
4'
7'-11" 8,-0,.
21 E 0'-10°
5'
4'-10"
7'-7"
31
J
1618
B
10'-8 O,_2„
31
J
1 20
B
13'-; 3,-2-
31
J
1 C 19'
31
J
22
F.
5,
6'-7" 7�-2"
2"
22 E 18'-8"
4
6'
4'-0"
6'-1" 6'-11"
6'
33
J
1618
B
g'-9"9,-3"
33
J
1 21
B
12'-82,_1„
33
J
17,
2022 C
33
J
2 25
F
6'
5.6" 6,-7"
E 17-0"
7'
T-6"
5'-3° 6,_5"
34
J
1719
B
9'-0'
34
J
19
B
11'-9"1,-2"
34
2 C 16'-7"15'-9`
34
J .23
F
T
4'-9" 5'-11"
8,-7"
1
.�
23 E
6
8'
T-1"
4'-7" 5'-9"
35
J
17
B
8'-5"
35
J
19
B
10'-1
35
J
21 E 15'-8'
35
J
23
F
8,
19
8'-0"
22
10'-5"
24 E 14'-9"
26
9'
-
4'_1" 5'-2"
37
J
1719
B
7'-117,_7.
37
J
2 22
B
10
37
J
2124 E 14'-73'-11`
37
J
2 27
F
9'
3'-8" 4,_8"
9'-10"
E
10'
-
3'_e" 4'_7"
38
J
1719
B
7'-8"
38
J
2 22
B
9'-109,x"
38
J
22 E 13'-10"13'-2`
38
J
24
F
10'
3'-4° 4'-Y
7,_2"
24 F
7
11'
-
3'�" 4,_2"
39
J
1719
B
7-2:---'6'-10"
39
J
2
B
9 �8'-11 "±4K
;2::2._- E 13'
39
J
2 28
F
11'
T-0" 3'-9"
23
25 F 12'-7"
12'
-
3,_1" 3'-10"
39
J :1719
B
7'-116,_7"
39
J
2123
B
8-
E 12,2,_1"
39
J
202
F
12'
2'-9" 3'-8"
8,-6"2
25 F
13,
_
2'-10` 3'-7"
40
�(
1719
B
g'"7"
40
I(
2123
B
877"
12--2-11'a•
2 2s E
40
K
229
F
13'
2 -6" 3�-2"
6,�.
e,_2"
F
14'
-
2'-7'-----12,�. 3'-4"
41
K
1719
B
6'�5'-11`
41
K
2124
B
8'-37'-11`
41
K
2 E 11'-9"1,-2"
41
K
26
F
14'
3,-0"
28 F
9
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 9' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
10' OR LESS
3'-4" SQ x
3'-6" SQ x
4'-0" SQ x
18 DEEP
18 DEEP
18 DEEP
20' OR LESS
4'-0" SQ x
4'-7" SQ x
5'-0" SQ x
18 DEEP
18 DEEP
18 DEEP
FOOTNOTE: 'SAMPLE"
FIGURE INDICATES EXPOSURE B —a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
I.C.C. ES. EVALUATION
DRAWN BY: E.N.
DATE: V1" I1
TOM CAMPBELL & ASSOCIATES. INC.
SOLID
POST SPACING TABLE
LIVE LOAD •
10, 20 a 30 psf
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
AND ATTACHED
HORIZ. WIND •
8288 ALPINE AVE., SACRAMENTO, CA 95826
ER-
REVISED BY:
RANCHO CUCAMONGA. CA (051) 741-2107
30 # L.L. 110 MPH
90.100 6 110 MPH _
(916)462.7021 FAX 403.1519 sales®duralum.00m
SHEET 25 OF 33