11-0658 (PAT)P.O. LX.
1504
78495'CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 11-00000658
Property Address: 53145 EISENHOWER DR
APN: 774-055-017-7 -000000-
Application description: PATIO COVER - RESIDENTIAL.
Property Zoning: COVE RESIDENTIAL
Application valuation: 2926
Ta�14-4Q"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
SUSAN LANGDALE
53145 EISENHOWER DR
LA QUINTA, CA 92253
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
�
I )�ut1 E 2011
pI A.cruInr
Contractor:
Applicant: Architect or Engineer: NICHOLLS, WILLIAM
11345 SAN FERNANDO
MORENO VALLEY, CA 92557
(951)242-0939
/ ------------------------------------------------------------------------------------------
�I Lic. No.: 367102
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 f the Business and Professionals Code, and my License is in full force and effect.
LiceDse ss: ip LLicens Je.(v�367102
ateyl f'O a<� Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that 1 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: P
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 EXEMPT Policy Number EXEMPT
certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor Code, I shall forthwith comply with those provisions.
aPf te: b ( _ pplicant: Ve
WARNING: FAIL RE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS 1$100,000)• IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced '
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances a9d state laws relating to building construction, and herebygLLLtiprize representatives
of th' c my t enter upo the above-mentioned property nspec`tionw�n`cposes.
ate: lip �S' nature (Applicant or Agent): � ly\L�j
Application Number . . . . . 11-00000658
Permit . . . PATIO COVER PERMIT
Additional desc . .
Permit Fee 54.00 Plan Check Fee 35.10
Issue Date . . . . Valuation . . . . 2926
Expiration Date 12/13/11
Qty Unit Charge Per Extension
BASE FEE 45.00
1.00 9.0000 THOU BLDG 2,001-25,000 9.00
------------------------------------=---------------------------------------
Special Notes and Comments
220 S.F. ALUMAWOOD LATTICE PATIO COVER
AT BACKYARD. 2010 CODES.
-----------------------------------------------------------7----------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00
STRONG MOTION (SMI) - RES 50
Fee summary Charged
Permit Fee Total 54.00
Plan Check Total 35.10
Other Fee Total 1.50
Grand Total 90.60
LQPERMIT
Paid Credited Due
.00 .00- 54.00
.00 .00 35.10
.00 .00 1.50
.00 .00 90.60
=pRcMjpff�=NET
_ s J
IJP I% x 2D
+ ITY OF LA QUINTA
BUILDING $ SAFETY DEPT.
APPROVED
FOR CONSTR,.
RA -
�" �Go �eSbrtL a 'Zc--->
4-o r, c �!-1® .
PROFE ff LINE
NAME ..PHONE Cizz-so'
29P COM
PLOT PLM
ALUMAWOOD PA110 COVEMS
E
S
ICC EVALUATION
SERVICE
March 16, 2011
Dave Perard
General Manager
Duralum Products, Inc.
775 Trademark Circle, #102
Corona, CA 92879
Dear Mr. Perard:
ICC Evaluation Service, Inc.
Los Angeles Business/Regional-Office
5360 Workman Mill Road
Whittier, CA 906oi
tel: 562.699.0543
fax: 562.695.4694
www.icc-es.org
08-01-01
Please reference this number
on all correspondence
We recently had a request for information on the status of the above -referenced file
number. The 2008 ICC -ES file number is an open file currently under review. Once
completed the new ICC -ES report will reference the current I-code(s).
If you have questions, please contact me at (800) 423-6587, extension 3307, or by e-mail
at mmoody@icc-es.org.
Yours very truly,
Monique Moody
Manager, Client Relations
:mm
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 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.
Please contact me at (951)741-2107 or at ticampbelleDcharter.net should.you require
additional information.
Sincerely,CD
Uj
�® <
Tom Campbell, PE ty. No. 37
Exp. s 3
`rl9 CIVIL.
Bin #
City of La Quints
Building 8f Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Qulnta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet `
Permit #
Project Address:. 1 LASi5 �,�
wner's Name: � !�` �t1 �I t
A. P. Number: tAddress:S,-2_,
Legal Description:
ity, ST, Zip:(., (:�u lr
' * ' (,S,
Contractor: 1101
�+..)i acv. l�l�l�no
Tel hone:
ep
; i:.
Address: �� 4--1i5 • �w 4 ,L—
Project Description:
City, ST, Zip: V none t VA1 �f—
p )
2
Telephone: id.�j, �3b�W
State Lia # : �t�`j i2Y�
City Lic. N.-
tArch.,
Arch.,Engr., Designer.
Address:
City, ST, Zip:
Telephone:
y
` ' �y
�,4:<j?`3' :�•:
Construction Type: Occupancy:
State Lic. #:
Project circle one New Add'n Alta Repair Demo
1 type � • )� ep
Name of Contact Person: wt
Sq. Ft.: 27-0
# Stories: # Units:
Telephone # of Contact Person: (0 4 b (3
Estimated Value of Project: l
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Plan Set
Req'd
Recd
TRACKING PERMIT FEES
Plan Check submitted Item Amount
Structural Cults.
Reviewed, ready for corrections Plan Cheek Deposit
Truss Calcs.
Called Contact Person Plan Check Balance •
Title 24 Calcs.
Plans picked up Construction
Flood plain plan
Plans resubmitted Mechanical
Grading plan
2". Review, ready for correctionsr'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 correctionsr'issue Developer Impact Fee
Planning Approval
Called Contact Person A.I.P.P.
Pub. Wks. Appr
Date of permit Issue
School Fees
Total Permit Fees
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCE'S, INC.
SHEET INDEX : DESIGN LOADS:
SHEET # SHEET TITLE / DESCRIPTION RESIDENTIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I
ALIO CRC APPENDIX H.
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 / FAM BEAM
7 ...........RAFTER SPANS
8 ............COLUMN / 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
16 ............ MINIMUM REQUIRED COLUMNS
16 &17 ...... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 109 L.L. 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# L.L. 110 MPH
24 & 25 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH
26 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH
27 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 109 L.L. 100 MPH
28 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH
29 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH
30 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 30# 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
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.
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 D. SEISMIC DESIGN CATEGORY D.
DESIGN ASSUMPTIONS:
A. MAXIMUM BUILDING HEAGHT AVERAGE = 19'
B. MINIMUM ROOF PITCH OF EXISITNG RESIDENCE - 5:12
C. MINIMUM 6' 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 (IB. SOLID OR LATTICE ROOF, FREESTANDING OR
ATTACHED).
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/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.B. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL ASSOCIATES, INC.
LIVE LOAD=
PATIO VER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 4Q812011
SCALE: NONE
OOMMER AND RESIDENTIAL STRUCTURAL ENGINEERING TIRE SHEET
10, 20 & 30 ps}
HORIL WIND -
DURALUM PRODUCTS, INC.
ALPINE
�
ER-
REVISED BY:
RAL
DESIGN LOADS
RANCHO CUCAMONGA,CA (951)741-2107
Bo,I00a110MPH
8288 AVE., , SACRAMENTOCA 85828
(018)452-7021 PAX403.1510 sales®dumUm.wm
SHEET T-1
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. -
GENERAL NOTES:
GOVERNING CODES:
1. THE DESIGN COMPLIES WITH THE 2009 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL RESIDENTIAL CODE, 2010 CALIFORNIA BUILDING & RESIDENTIAL CODES, ASCE/SEI 7 -05 -MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 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.
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL
S. 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 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 & 1805.3.2.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
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/SEI 7, SECTION 6.6.13.
15. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 8.5.7.1.
1 S. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES'. IN ACCORDANCE WITH ASCE/SEI 7, SECTION 8.5.13,
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. BEAMS SHALL BE SPLICED OVER THE CENTER SUPPORT ONLY OF A THREE POST CONDITION.
20. 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.
21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
22. 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 DSPTH.
(EQUALS 150 PSF/FT x 1.33 PER TABLE 1604.2 SOIL CLASSIFICATION FOOTNOTE d).
23. 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. 1 " •
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL 9E 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 NAT40NAL DESIGN SPECIFICATION.
25. 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.
28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1970 OR APPROVED EQUAL.
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL PATIO COVERS ONLY.
28. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -AFIRE RA"��,.rr`�'�
TABLE 1 - REDUCTION FACTOR APPLICABLE
TO MULTIPLE SPAN CONDITIONS
FOR ROOF PANELS
ROOF LIVE
LOAD, PSF
WIND SPEED AND EXPOSURE
90 MPH 100 MPH I 110 MPH
EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C
10
1.00
0.90
1.00
0.80
0.90
0.75
20
1.00
1.00
1.00
1.00
1.00
0.90
30
1.00
1.00
11.00
1.00
1.00
1.00
29. Beams s all 6e. Sp l l co d O uer The Cenfie-
SuQPort FO✓ Throes, Post (:on4ltiw9 604.
VOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTNERWI.qF Mr)TFn
I.C.C. E.B. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL IATES, ING
LNE LOAD=
PATIO COVER SYSTEMAS FG. BY:
REPORT NUMBER
DATE: 4/262011
SCALE: NONE
MMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
T
GENERAL NOTES
f0, 20 & 30 paf
WIND .
DURALUM PRODUCTS, INC,
8266 ALPINE AVE., SACRAMENTO, CA 96828
ES-
REVISED BY:
RANCHO CUCAMONGA. CA (651 741;1107
)
0.100HORI
60,100&110 MPH
(018)452.7021 FAX403-1519 salee(dJdurelum.00m
SHEET 10 33
ATTACHMENT CHANNEL
ALUMINUM
SEE DETAIL
ROOF PANEL
PATIO COVER SYSTEM AS MFG. BY:
SEE SCHEDULE
REPORT NUMBER DATE: anerzoll
SCALE: NONE
FOR SPANS
SOLID PANEL
STRUCTURES
110.20=1
HORIZ. WIND •
0.
'O.H." NOT TO EXCEED 26%
Eft-
REVISED BY:
OF SPAN
SEE DETAIL FOR SPLICE
(818)052-7021 FAX 103-1518 aeleaQduralum.com
SHEET 2 OF 33
PO,
Sff
+� SQ. POSTS, SIZE VARIES
* SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X B 1/2" SIDE PLATES.
SOLID PANEL TYPES
L fNcrh ATTACHMENT CHANNEL
ANp S NOSTRVC�Rf V R LUMI N M SEE DETAILS -
n/f PRO / f f LESS /f5 SEE SCHEDULE MAN. 0.25" SLOPE PER FT,
Cn0/y SAN FOR SPANS
SP O.
TO EXCEED 25%
OF SPAN
(r SEE DETAIL FOR SPLICE -�
OPTIONAL: CANTILEVER BEAM P
SEE SCHEDULE FOR Hs
POST SPAC* SO, POSTS, SIZE VARIES S!
ING .�
3 1/2' SLAB ALTERNATE:
ATTACHMENT SINGLE POST
MAY BE USED SEE SCHEDULE
WHERE PERMITTED.
SEE SCHEDULE
MAX. HT.= 12' NOTE: NO SPLICE AT THIS
POST ANDA END BAYS.
FOOTING WHERE REQUIRED
SEE SCHEDULE
FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER OPTION
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.M " NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE _
SO. POSTS, SIZE VARIES
ALTERNATE:
31/2" SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x B" STEEL ROD 10
TYPE "C" FREESTANDI
BEAM
SEE SCHEDULE FOR
POST SPACIN
75
•H,
OF SPS
SPLICE AT THIS
AT END SAYS.
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
:ANTILEVER OPTION
ryf PRO B N
OPTIONAL: CANTILEVER
SEE SCHEDULE FOR
POST SPACING
or S�N
3 1/2" SLAB ALTERNATE:
ATTACHMENT SINGLE POST
MAY BE USED SEE SCHEDULE
WHERE PERMITTED.
SEE SCHEDULE NOTE. O SPLICE AT THIS
MAX. HT.- 12' POST AND AT END BAY
FOOTING WHERE REQUIRED
SEE SCHEDULE
FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS ANT
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERVN
TYPE "S" ATTACHED MULTISPAN W/CANTILEVER'61
ALUMINUM
ROOF PANEL MIN. 0.26" SLOPE PER FT
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE -
SQ. POSTS, SIZE VARIES `Sff SCHFD IfyG SEE SCHEDULE FOR
ULfS
PAST SPACING
S.
ALTERNATE: 251$ OF SP
3 1/2* SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
1 /2 x 9" STEEL ROD
NOTE O SPLICE THIS
POST D A7 END B
O•H. 1 1
'
i
A e
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE %TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTIOI
I.C.C. E.S-EVALUATION DAAwN BY: E.N.
TOM CAMPBELL&ASSOCIATES, INC.
LIVE
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER DATE: anerzoll
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
STRUCTURES
110.20=1
HORIZ. WIND •
DURALUM PRODUCTS, INC.
8288 ALPINE AVE., SACRAMENTO, CA 95828
Eft-
REVISED BY:
RANCHO CUCAMONOA, CA (881) 741.2107
90, 100 8 110 MPH
(818)052-7021 FAX 103-1518 aeleaQduralum.com
SHEET 2 OF 33
RAFTER SEE TABLE
FOR SIZE
AND SPACING
MAX. PROD.
SEE SCHEDULE
LENGTH OF STRUCTURE VARIES
* SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 61/2' SIDE PUTES.
OPEN LATTICE TYPES
�8THIS OPEN LATTICE -TYPE STRUCTURE PROL
RM:
MAY NOT BE COVERED. MAXSEE SCHEDULE /
UgOjyp \
SSEE T
WR SIZEABLE
AND SPACING
POST WITH SIDE PLATES IM
SEE DETAIL
3 12' BLAB ATTACHMENT
NOTE: EACH COMPONENT IS INTER- MAY BE USED WHERE
CHANGEABLE WITH ANY OTHER - SF PERMITTED.
COMPONTENT UNLESS OTHERWISE SHOWN. Frgp SEE SCHEDULE
FOOTING WHERE REQUIRED.
SEE SCHED. FOR FOOTING CUBE SIZE
OPEN LATTICE -TYPE PATIO COVER NOTE THIS OPEN LATTICE -TYPE STRUCTURE
SCALE:NTS MAYALSECOVERED.
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE
RAFTER, BEE TABLE
FOR SIZE
AND SPACING -
LENGTH OF STRUCTURE VARIES
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
OPEN LATTICE -TYPE PATIO COVER
SCALF-NTS
TYPE "G" FREESTANDING SINGLE
OTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAYAUBE COVERED.
LENGTH OF STRUCTURE VARIES
POST WITH SIDEPLATES 1F
LcFr A SEE DETAIL
� Np
NOTE: EACH COMPONENT IS INTER 3 1/!' SLAB ATTACHMENT
MAY BE USED WHERETE
CHANGEABLE WITH ANY OTHER 8FF PERMITD.
COMPONTENT UNLESS OTHERWISE SHOWN. r96� SEE SCHEDULE
FOO
WHERE REQUIRED,
SEE BCH®. FOR FOOTING CUBE SIZ i
TYPE "F" ATTACHED MULTISPAN TTICE STRUC '
NOTE: THIS OPEN LATTICE
-.
MAX. PROD.
MAY NOT BE CO
SEE SCHEDULE _,A
T CROSSSEC LENGTH OF STRUCTURE VARIES
SEE POST OETAI
3 1R' SLAB
TOCONSTRAIN PfC/M
FOOTING, SEE
SCHEDIAE
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN.
SEE SCHED. FOR FOOTING CUBE SIZE
LATTICE STRUCTURE TYPE "H" FREESTANDING
POST
SEE F
TO CONSTRAIN SLAB
MAY BE USED
TOTIG,SEE
FOOTING, SEE
SCHEDULE
TING WHERE REQUIRED
SCHW. FOR FOOTING CUBE SIZE
ICE STRUCTURE
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LNE LOAD a
PATIO CO ER SYSTEM A G. B:
f
REPORT NUMBER
DATE:.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
ta, 20 a 30of
DURALUM PRODUCTS, INC.
ER-
SCALE NONE
NONE
REVISED BY:
RANCHOCUCAMONGA,CA (951)701-2107
STRUCTURES
HORIZ. WIND n
90,1006110 MPHSHEET
8288 ALPINE AVE., SACRAMENTO, CA 95828
(919)452-7021 FAX 403.1519 selea(�dumlum.com
3 O 33
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
25"� 67" T=SEE TABLE BELOW : 35"-rl�t,_40" �7
2.46" 70" 4�"
.40 .25
1.48 •40" 4 .35"
3.00" l — 4.50" 4.50" --� 4.50" 4.60' 40"
3.00"
24.00"
ALUM. ALLOY 3004-H36 OR EQUAL
24" TRI -"V" PAN (SEE NOTE 1 BELOW)
L.L.-
(PSF)
PANEL"T'
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
EXP.0
.018
11'-9'
10'-8"
11'-9"
9'4"
101-8"
B'-8"
10
.024
13'-9"
12'-7"
13'-9"
11'.3'
12'-8"
10'-3"
.032
032
15'-1"
14'-6'
15'-1"
13'-0"
14'-5"
11'-9"
20'-11"
.018
9'-8"
9'-8"
9-8"
9'-7"
9'-8"
8'-8"
20
.024
11'-8"
11'-8"
111.6"
11'.9"
111-8"
10'-3'
12'-1D"
.032
13'-4"
13'-4'
13'-4"
13'-W
13'4'
11'-9"
15'5'
.018
8'-5'
B'-5'
8' 3'
8'-5'
8'-5"
8'S"
30
.024
10'-0'
10'-0'
10'-0'
10'-0'
10'-0'
10'-0'
10'4"
032
11'-7"
11'-7"
11'-7"
11'-T"
11'-7"
11'-2"
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE I. SHEET 1.
nLvm. nLLvr JUYY-11J0 VR C"4VI"L
12" x 3 1/2"W PANEL
(SEE NOTE 1 BELOW)
L.t =
(PSF)
PANEL'T'
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.020
14'-3"
14"-3"
14'-3'
14'-2"
14'--3"
12'-10"
.024
16'-7"
16'-7"
15'-7"
15'-7"
15'-7"
14'-1"
.032
18'-8"
188"
18'-8"
18'-8"
181-8"
17'-3"
.040
20'-11"
20'-11"
20'-11"
20'-11'
20'-11"
19'-9"
20
.020
11'-10"
11'-10"
11'-10"
11'-10"
11'-10"
11'-10"
.024
12'-10"
12'-1D"
12'-10"
12'-10"
12'-10"
12'-10"
.032
15'-5"
15'-5'
15'5'
151-5"
15'-5"
155"
.040
17'-3"
17'-3"
1r-3*
17'-3'
17'-3"
17'-3"
30
.020
10'-4"
10'-4"
10'-4"
10'4"
10'4"
10'-4"
.024
11'-2"
11'-2"
11'-2"
11'-2"
11'-2"
1 i'-2"
.1032
13'-8"
13'-8"
13'-8"
13'-8"
13'-8"
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 &ASSOCIATES, INC.
LIVE LOAD • PATIO COVER SYSTEM AS MFG BY:
REPORT NUMBER
DATE: a28/20tt
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERWO
PANEL SPANS
10 20630 pet DURALUM PRODUCTS, INC.
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
HORIZ. WIND" 9289 ALPINE AVE., SACRAMENTO, CA 85828
70, 90 8 110 MPH (818)452-7021 FAX 4031618 sales®dureWm.ean
SHEET 4 OF 33
'RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS - 90/100/110 MPH
�� -1 2-
.024"
L.
.042' ..042024-
ALUM. ALLOY 30044138
OR EQUAL
ALUM. ALLOY 30044138
7k SEE NOTE BELOW OR EQUAL
2 X 6 1/2" RAFTER a DBL. 2 x 6 1/2" RAFTER
L L = "T" 90 MPH 100 MPH 110 MPH ILL= °T" a 90 MPH 1 100 MPH 7 110 MPH
(PSO)
(IN.)
DJ
EXP- 8
EXP.0
EXP, 8
EXP.0
EXP. B
EXP.0
6 7 8 9 10
.024
16"
12'-2"
12'-2"
12'-2"
11'-10"
11'-10"
11'-5"
-
24" 9'-11" 9'-11" '9'-11" 9'-8" 9'.8'.
9'-3"
10
.032
18"
16,-3"
16'-3"
16'-3"
15'-9"
15'•9"
15'-2"
24" 13'-3" 13'3" 13'3" 12'-10" 12'-10'
12'-5-
21'-6"
.042
16-
21'-4'
21'4"
21'-4"
20'-8"
20'-8"
19'-11"
24" 17'-5" 17'-5' 17'-5" 16'-10' 16'-10'
16'-3"
17'-6"
024
16"
9'-4"
9'4"
9'-4"
9'-4"
9'-4"
9'-2"
7'-7" 7'-7' 7'-7' 7'-7'
7'-8"
20
.032
16"
12'-5"
12'-5"
12'-5'
12'-5"
12'•5"
12'-3"
24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2'
10'-0"
23'-10"
.042
16"
16'-4"
16'4"
16'-4"
16'4"
16'-4"
16'-1"
27 13'x" 13'x' 13'x" 13'4" 13'-4"
13'-2-
•� ;' NOTE: TRIBUTARY ON MULTIPLE SPANS IS
.024
16"
-
-
-
-
-
-
24" - - - - -
-
10'-9"
10'-9"
16'
10'-3"
i0'-3"
10'-3"
10'-3"
10'-3"
10'-3"
30
.032
24"
8'-4"
8,4"
8'4"
8'-4"
8'-4"
8'-4"
.042
16"
13'-5"
13'-5"
13'-5"
13'5"
13'5"
13'5"
24" 11'-0" 11'-0" 11'-0" 11'-0" 1114'
11'-0"
'SF) (IN.) a EXP. B I EXP.0 I EXP, B I EXP.0 I EXP.B 1 EXP.0 (P81
'T'
(IN,)
.042
EXPOSUR '
ALUM.ALLOY 6.n
OR EQUAL V�
1k SEE NOTE BELOW
3 x 8" RAFTER
90 MPH 100 MPH 110 MPH
24'-8' 1 23-5-1 24'-0" 1 22'-8" 1 23'-5" 121'-10'
20'-0" 1 19'-1' 1 19'-7' 1 18'-6" 1 19'-1" 1 17'-10"
TRIBUTARY WIDTH
18'
17'-3"
17'-3" 1
1 r3"
18'-8" 1
16'-8"
16'-1'
6 7 8 9 10
11 12
.024
16 17 18
24"
14'-1"
14'-1'
14'-1"
'13'-7-
13'-7"
13'-2'
8 9 9
10
10
11
1'
118"
23'-0"
23'-0"
23'-0"
22'-3"
22'-3"
21'-6"
2'
10
.032
9 9 10
24"
18'-9"
18'-9"
18'-9"
18'-2"
18'-2"
17'-6"
10 10 11
11 12 12
13
13
14
118"
30'-2"
30'-2"
30'-2"
29'-3"
29'-3"
28'-2"
15
5,
.042
11 11
24"
24'4'
24'-7'
24'-7"
23'-10"
23'-10"
23'-0°
h
`
20
TRIBUTARY TRIBUTARY=
WIDTH 1 112 SPAN + O.H.
! :f
•� ;' NOTE: TRIBUTARY ON MULTIPLE SPANS IS
.024
24"
10,-9"
10'-9"
10'-9"
10'-9"
10'-9"
10'-7"
16"
1r-7"
17'-7"
1r-7"
1 r-7"
i r7"
17'-4'
20
.032
24"
14'-4"
14'-4"
14'-4"
14'-4"
14'-4"
14'-2"
30
16'
23'-1"
23'-1"
23'-1"
23'-1"
23'-1"
22--g-
.042
24"
18'-10"
18'-10"
18'-10"
18'-10"
18'-10•
18'-7"
1B"
10'-10"
10'-10"
10'-10"
10'-10"
10'-10"
10'-10"
.02b
24"
8'-10'
8'-10'
8'-10"
8'-10"
8'-10"
8'-10"
16"
14'-8"
14'-6"
14'-6"
14'-6'
14'•6"
14'-6"
30
.032
24"
11'-10"
11'-10"
11'-10"
11'-10"
11'-10" j
11'-10"
19'-0"
19'-0"
19'-0"
.042
24"
15'-6'
15'-6" 1
15'-6"
16'-6"
15'-8" 1
15'-0"
'T'
(IN,)
.042
EXPOSUR '
ALUM.ALLOY 6.n
OR EQUAL V�
1k SEE NOTE BELOW
3 x 8" RAFTER
90 MPH 100 MPH 110 MPH
24'-8' 1 23-5-1 24'-0" 1 22'-8" 1 23'-5" 121'-10'
20'-0" 1 19'-1' 1 19'-7' 1 18'-6" 1 19'-1" 1 17'-10"
TRIBUTARY WIDTH
TABLE
CLEAR SPAN
(FT.)
REPORT NUMBER
DATE: 426/2011
O.H.
6 7 8 9 10
11 12
13 14 15 1
16 17 18
19
20
21
0
3 4 4 5 5
6 6
7 7 8
8 9 9
10
10
11
1'
4 5 5 6 6
7 7
8 8 9
9 10 10
11
11
12
2'
5 6 6 7 7
8 8
9 9 10
10 11 11
12
12
13
3'
- 7 7 8 8
9 9
10 10 11
11 12 12
13
13
14
4'
- - - 9 9
10 10
11 11 12
12 13 13
14
14
15
5,
- - - - -
11 11
12 121-113
14 14
15
15
18
'T'
(IN,)
.042
EXPOSUR '
ALUM.ALLOY 6.n
OR EQUAL V�
1k SEE NOTE BELOW
3 x 8" RAFTER
90 MPH 100 MPH 110 MPH
24'-8' 1 23-5-1 24'-0" 1 22'-8" 1 23'-5" 121'-10'
20'-0" 1 19'-1' 1 19'-7' 1 18'-6" 1 19'-1" 1 17'-10"
I.C.C. ES. EVALUATION
DRAWN BY: E.N.
TOM CATdPBELL 8 ASSOCIATES, INC.
LIVE LOAD = PATIO COVER SYSTEM S MFG. BY:
REPORT NUMBER
DATE: 426/2011
.042
16'
1r-9"
17'-9"
17'-9"
17'-9"
17'-9"
17'-7"
24"
14'5'
14'-8"
14'-8"
14'-8"
14'-6"
14'4"
SHz:J
16"
14'-7'
14'-7"
14'-7"
1 14'-7'
14'-7"
14'-7"
,042
24"
11'-11'
11'-11"
11'-11'
11'-11"
1 i'-11•
11'-1 i"
NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT
32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
PROJECTION
PAN
SPAN
h
`
TRIBUTARY TRIBUTARY=
WIDTH 1 112 SPAN + O.H.
! :f
•� ;' NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
I.C.C. ES. EVALUATION
DRAWN BY: E.N.
TOM CATdPBELL 8 ASSOCIATES, INC.
LIVE LOAD = PATIO COVER SYSTEM S MFG. BY:
REPORT NUMBER
DATE: 426/2011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
to, 20 A 30 pal DURALUM PRODUCTS, INC.
1(916)452-7021
ER-
SCALE: NONE
HORIZ WIND'= 8289 ALPINE AVE.. BACRAMENTO, CA 99929
REVISED BY:
RANCHO CUCAMONOA, CA (991 741.2107
)
90, 1006110 MPN FAX403-1519 seleeQdurelum.com
SHz:J
COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT = 10' 3 2 MAX. HEIGHT C =10' G=3"SQ.xt=1188'
13.00" SQ.
-+� 3.00"SLl• 024° #105MS 3.00" SQ. H =3'SO.xt=250'
.032' Q24 O.C. X1.0
EA. SIDE w I =3"SQ.xt=1313'
6.5" 3' O J=4'SQ.xt=1.1188"
`7CLO1lT- .14"R U K =4'S .xt=1250"
032" NP' .048°STEEL = t I
5/B' 4
PLASTIC PLUG .28" O O 3.0' OR 4.01
3" SQ: ALUM.�POST7- 3"sSQ: ALUM. POSTS MAG POST SQUARE J
WITH -SIDE PLATES? �D- 3" SQ. ALUM. POST STEEL' POST
ALUM. -ALLOY 3004-H38, 3" M A STEEL POST
_ALUM. ALLOY 3004-H36 - S ALUM. ALLOY 6083-T6 ASTM A500 GRADE B
ALUM. ALLOY 3.00" OR 2.0"
8063-T6 2al'.
40" % 7116"P1 HOLE
75" FOR 318" MS y8 2 FLANGES
0 2 1/8" APART
5' ASTM GRADE 36 STEEL 1.125" 26"
NSTALL 1j§' x 1 "x S6 HDG 75' 75" ®ASE FLARES
V9ASHBR PLATE AT ANCHORS
167' TO 3 -WIDE EA.
TYP� S1DE OF FLANGES
. P. POSTO Y 1-7/16°0 HOLE
INSTALL 1 h' x OV x 6" HDG 5.60'
WASHER PLATE AT ANCHORS $ 2.318" HOLES
FOR 110 MPH C 2- 5/16.0 HOLES TYP. EA. SIDE
MALUM "T" BRACKET STEEL "T" BRACKET 5 - �
i
ALUM.ALLOY
6063-T6
"H" BRACKET
J
%
(n
W x W ALUM. RAFT. BRACKET -'
3" x 8" ALUM. HEADER -
HEADER.BRACKET' z7 j
I.C.C. E.S.EVALUATION
DRAWN BY: EAI.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
COVER SYSTEMAS MFG. BY:
REPORT NUMBER
DATE:4126/2011
COMMERCIAL AND RESIDENTIAL STRUCTURALENGNEERING
COLUMNI
10. &30 pal
J.PATIO
URALUM PRODUCTS, INC.
ER-
SCALE: NONE
741-4107TO,
POST TYPES
WI
HORIZ ND
8269 ALPINE AVE., SACRAMEN CA 86628
REVISED BY:
RANCHO CUCAMONGA, CA (651)
60, 100 8110 MPH
(918)452-7021 FAX 403.1616 aelee(dJduralum.com
SHEET 8 OF
33
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004H38 50' WALL FASTENERS
-1.50 .06�
SEE TABLE
DIA. 014 SMS @ PANEL
LOCKS OR48 SMS
261" AT EA CONTACT
o
FASTENERSA- RAIL
COHERE OCCOUs RS)
ALUM.ALLOY ROOF PANEL 13�
(WHERE OCCURS)SEE TABLE 6063-T8 -106316UKALLOY
pg O6083 TB AL 6063 -TOY
014 SM9 (aj EA CONTACT 6083-T6
ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION O I.R. HANGER OC
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET.
ALUM. PANEL 2X ORS
3x ALUM. RAFTER
FASCIA BOARD -
ALLOWABLE PROJ.
FASTENERS, SEE TABLE
A34 FRAMING ANGLE
SEE TABLE —
L- EXIST. EAVES, RAFTER
EXISTING EA
V
OVERHANG
(24' MAX.)
EXISTING EAVE CONNECTION
2.740"
T=.060" —
WALL FASTENERS
SEE TABLE
HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC.)
WIND AT WOOD STUD AT MASONRY (SOLID -GROUTED
AT 2x FASCIA
DESIGN 16" 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 B B C D D E E F
100 A B B C D D E E F
110 A B B C D D E E F
LL=20
DESCRIPTION OF LAG SCREW ISEE NOTE BELOW
2" x 4"
FULL OR
2" x 6"1'-6"
NOTCHED
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24'0.C. MAX.
1'-8"
B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX.
0
C=SDS25412 AT EACH STUD, 16' O.C. MAX.
U
Rip
0=318"0 x 4" LAG SCREW AT EACH STUD
'E=3/8"0 x 1 1/8" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
24" O.C.
'F=3/8"0 x 1 1/8" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
8'-10°
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1
EXIST. RAFTER
' I
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG L)
LL=10
LL=20
LL=30
2" x 4"
FULL OR
2" x 6"1'-6"
NOTCHED
16" O.C.
1'-8"
18'-8"
181-8"
14'-2"
2'-0° 14'-0" 12'-8"
9'-7"
24" O.C.
12'-5" 11'-8"
8'-10°
2'-0" 9'-4" 7'A'
5'-7"
2"x6" FULL OR
2"x8" NOTCHED
24" O.C.
2'-0"
19'-11'
19' 4"
14'-W
2"x8" FULL OR
2"x10" NOTCHED
24" O.C.
2'-0'
31'-11'
31'-11'
25'-0"
NOTE: 2x8 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (18" O.C.)
DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15pS1 RLL=20pst
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO
BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS),
11.1.3 AND 11.1.4, RESPECTIVELY.
THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER
TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT.
10#L.L.=(2)#14 SMS EA. SIDE
20#/30#L.L=(2)#14 SMS EA. SIDE
U43RACKET
- '1 v2' x 0 1/2" OR
5` MIN. 3" xG' ALUM. .
RAFTER
A OR 1112"
APPROVED 3" OR 4'
INSUL. ROOF PANEL
1 1/4'
u grttL
6" O 1/4'0 HOLES,TYP.
NOTE: PROVIDE WATER
PROTECTION METAL FLASHING
CAUCK JOINfg AND SLOPE
�— TO DRAIN -
DRAWN BY: E.N.
J.C.C. E.S. EVALUATION
' I
FOR SPAN SEE ALLOWABLE
LIVE LOAD a
PATIO COVER SYSTEM FG.
= : °
DECK/RAFTER SPAN TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
EXISTING WOOD STUD FRAMING
SAVE LENGTH
DURALUM PRODUCTS, INC.
8299 ALPINE AVE., SACRAMENTO. CA 95829
ER REVISED BY:
aeCR2" �CCER
ATTACHMENTS
2 EACH 114"0 x 3.1/2" LAG SCREWS L.L.=10 psf
(916)482-7021 FAX403.1519 sales®dumlum.com
SHEET 0 OF 33
2 EACH 7116'0 x 3-1/2" LAG SCREWS L.L=20 AND 30 psfR
r(3)W S
}#14x13/4'
(2" MIN. PENETRATION INTO
PATI COVER
EXISTING WOOD STUD)
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING
NOTE: BRACKET
SEEtT2 NFOR ATTACHMENT NOTE: PLACE'SIKA
MATERIAL BETWEEN BRACKET AND COMP.
MAY SE MOUNTED
BELOW RAFTER W1
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL
SAME CONNECTION'S.
WALL CONNECTION O
O BRACKET
CONNECTION
DRAWN BY: E.N.
J.C.C. E.S. EVALUATION
TOM CAMPBELL 8 ASSOCIATES, INC.
HANGER CHANNEL
LIVE LOAD a
PATIO COVER SYSTEM FG.
= : °
REPORT NUMBER DATE: 4/2612
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
1'0. 20 130 y1
HOR(L WIND "
DURALUM PRODUCTS, INC.
8299 ALPINE AVE., SACRAMENTO. CA 95829
ER REVISED BY:
RANCHO CUCAMONOA CA (961) 741-2107
ATTACHMENTS
80, 100& 110 MPH
(916)482-7021 FAX403.1519 sales®dumlum.com
SHEET 0 OF 33
COLUMN
/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
CUBE SIZE SQ. 18• DEEP 'CUBE FTG.
FOOTING SIZE
ALUM.'PBRACKET USE WITH
EMBED.
18" 18" SQ. 12"
BOLTS
"T" BRACKET
POST TYPE B,C,D, OR E.
STEEL POST ONLY:
3 1/4'
22" 25" SQ. 18"
3 -SQ. POST Wl
@POST
STEEL'TBRACKET USE WITH
USE POST TYPE
(315/8"0 BOLTS
26" 32' SQ. 23"
(2)aN2 SMS EA.
3"SQ. POST SIDE OF POST OR
TYPE B,C,D,E,F,G,H.J OR K.
31 SQ. POST LUM(."}RACKET:
USE (2BOy188- HI EQUAL
F. G, H, J OR K
FOR POST TYPE J 1
4 5'
35' - 39• CUBE
1/4• M.B. THROUGH
POST
STEEL"RACKET:
12 DEPTH OF
2}t/2.0 BOLTS 16"INSERT
�OR
40' - 42• CUBE
(4)-314'0
USE (2)a!8.O HILTI KWIK
BEE NOTES BELOW '
FOOTING OR
ALL OTHER x
CONDITIONS 4 6'
186"
(2}1/4"0 POWERS WEDGE-
BOLTS EQUAL
12' MIN. EMBD.
ASTM
A38
BOLTS+ OR EQUAL, EACH
BRACKEtT TO SLAB.
21:• EMBEDMENT DEPTH
FOR KWIK BOLTS)
; .
"' � I
STEEL
MINIMUM DISTANCE TO
EDGE OF SLAB = 4* OR
t 1 I
� � I � •i� p
T.O.C.
S
TO CRACK = 10"
(1 �" MIN. EMBEDMENT)
d
:.+r I?I
•'••• ' • ;� Y�) Pu
ASTM A572 STEEL
.1
DEI ITH A
d
1/2.OM.B. to
3/18'
SLAB SHALL BE IN
1•� •'' �/ /�FROM
v POURED CONCRETE
x LONG, 1" �;.• �ti� �'� to
END +
GOOD CONDITION
FOOTING SEE NOTE
o m
OF POST ��•
3•SO. POST STL.)
FOR SIZE
M
OR FLUTED
3 112" MIN.
SEE FOOTIN
POURED SOVARE SEE FTG.
OR 4' SO. POST (S%
SCHEDULE QUAR
CONCRETE SCHEDULE IN BEAM
INBERT I I
IN BEAM SPANTABLE
FOOTING SPAN TABLE
PL.5/8'THK.
EXISTING SLAB i
3" SO. POSTS TO CONC. FOOTING O
SQUARE POST EMBED.
9
INTO FOOTING
11/2 a• 11/2'
ATTACHED
ALTERNATE FTG.
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
CUBE SIZE SQ. 18• DEEP 'CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18" 18" SQ. 12"
BOLTS
20" 21" SO. 12"
23.8 24' CUBE
(2)-12.0
3 1/4'
22" 25" SQ. 18"
25' - 30" CUBE
(4)-1170
3 1/4'
24" 28' SQ. 20"
26" 32' SQ. 23"
31' - 34' CUBE
(4)s/B•0
4-
28" 35" SO. 26"
35' - 39• CUBE
(4) aA*O
4 3/4"
30" 39" SQ. 28•
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.
36" 51" SQ. 34"
38" 55" SQ. 37"
40"
60" SQ.
39•
42"
84" SQ.
41'
44'
69" SQ.
43'
• CUBE FOOTING WI P SLAB
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED
NOTES:
1. DO NOT USE ALUM. 'r
BRACKET WITH 3X8 BEAM
W/INSERT, MAG BEAM, 4' OR
r I-BEAMs.
2. POST TYPE E
INSTALL WASHER PLATE.
2'X)b'X53j'AT
STEEL 'r BRACKET.
3. POST TYPE F
DO NOT USE STEEL T'
BRACKET W/7" I -BEAM.
PLATE SIZE I MAYBE USED WITH POSTTYPE, SEES.. .9
9'SQ.x6/B' I B,C,D,F,G,&H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE & TYPE)
(4} 3/4.0 HILTI KWIK BOLT TZ STAINLESS
9"x9'x S/B" 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 &ASSOCIATES, INC.
COLUMN
LIVE LOAD:,
PATIO COVER SYSTEM FG. BY:
REPORT NUMBER
DATE: 41282011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20830 pet
DURALUM PRODUCTS, INC.
1(916)462-7021
ER-
SCALE: NONE
REVISEO BY:
RANCHO CUCAMONLIN, CA (981) 741-2107
AND EMBEDMENT
HORIZ WIND�
90, 100 6 110 MPH
8288 ALPINE AVE., SACRAMENTO. CA 96828
FAX 403.1610 ealee®dulalum.wm
SHEET 10 )F 33
HEADER BEAM TYPES & ATTACHMENT DETAILS
.52" •61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.00" �SQ. {
2.00° SPLICE WHERE
1.79" OCCURS SPLICEWHERESPLICEWHEOCCURE
4.9' .OTS•
3., 2.57" 4.B• TYP. 14„R
2.19°
t” 2.04. TYP. "
8" 2.04. r TYR
93" 4A000-
3
2,7• ASTM A653 GRADE 40
.038" R.F. GUTTER ALUM. ALLOY . ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6083-T6 6083-T8
ALLOY 3004-H36O 6063-T6 O O O E
6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM
4° Qgo Esso 3.0"
r3" —I q A ` 2. s.s MAX. 2' s.s
SPLICESPLICE—� .042"
occuRa 4" OCCURS No. % '024" _ 8.0"
—.032" .032"
0�7�OP� 1 .042'
110" 7�
TYP. ,•
Y 3004-H36 OR fQUAL ALUM. ALLOY 3004-H36
ALUM. ALLOY ALUM. ALLOY _ i ALUM. ALLOY 3004 F138 OR EQUAL OR EQUAL
6083-76 O 8083-T8 J J O
4" I -BEAM 7" I -BEAM 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM
3"
MAX. 3° E•-M.�j 3° e° 45"
I I 375"
.042" .042" .042" T" 14 GA
7.6 5ASTM A653 GRADE 50 T-0.125'
"
8., • 8.8 8" ALUM. ALLOY 9083 -TB
ALUM. ALLOY 3004-H38 ALUM. ALLOY 3004H38
OR EQUAL _F OR EQUAL T L II 5" 375"
ALUM. ALLOY 3004-H38
O - -i 2.875"
OR EQUAL M DBL. 3 x 8 BEAM ON 3 x 8 BEAM 7" I -BEAM "C" OP
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT STEEL INSERT SPLICE / INSERT
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.LIVE
TOM CAMPBELL 8 ASSOCIATES, INC
LOAD -
BY: ---
AT CO ER S S AS G. B
REPORT NUMBER
DATE: 4rzeao1l
SCALEREVISED
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
10, 20 8 30 PSI
WIND"
DURALUM PRODUCTS, INC.
8288 ALPINE AVE., SA3-1519 70, CA 93828
1(916)
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (951)741-2107
,10HOR0
90,100 8 HO MPH
45zao21 FAX 403.1519 salae(ojdurel0m.00m.
SHEET 11 OF 33
I SPLICE DETAILS X11) I BEAM TO POST DETAILS (12) 1
SIMPLE SPLICE FULL MOMENT
IS TOT .s. II #12 S.M.S. I)
TYP. THICKNESS =.036 (24 TOT TYP. THICKN�S c.035'
ii 6. 8'
+ II
+ +
Ll i
++ ++ III ++ ++
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 C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WHE
OCCUR
TOTAL- (8)-1/2.0 BOLTS
DRAWN BY: E.N.VE
INC
70M CAMPBELL 8 ASSOCIATES, INC.10,
LOAD-
PATIO COVER SYSTEM AS MFG. BY:
tf 10"
O
2.110"
O 0
O O
REPORT NUMBER
DATE: 4128@01 t
SCALE: NONE
COMMERCUU_ AND RESIDENTIAL STRUCTURAL ENGINEERING
I
BEAM
SPLICE DETAILS
20 8 30 psf
HORIZ %MND =
DURALUM PRODUCTS, INC.
B288 ALPINE AVE, SACRAMENTO, CA 95828
16" 1"
ALUM.ALLOY
6063-T8
4" I -BEAM Y-0
MOMENT C -SPLICE
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
MOMENT C -SPLICE
(VALLEY, TYp
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
I -BEAM ALUM ALLOY SO. POST,CONNECT WEB
(6081-T8)ALTERNATE TO POSTW/(2)-1/2'0
STL. C -BEAM THRU-BOLTS
tNSO. POST
K'(_- BEAM TO POST CONN.
FLANGE
ROOF PANEL _
47x3• ALUM. 9" SM. OR
7'x4• ALUM. Y• SM. -
(4)-1/4.0 M.B. BEAM
TO BRACKET
2-3/8'0 M.B. THRU STL. •T•
BRACKET TO POST.
POST, SEE SCHEDULE
ALTERNATE BEAM TO POST CONN.
I.C.C. E.B. EVALUATION
DRAWN BY: E.N.VE
INC
70M CAMPBELL 8 ASSOCIATES, INC.10,
LOAD-
PATIO COVER SYSTEM AS MFG. BY:
1. 5"
o 6
4.5"
O O
O O
REPORT NUMBER
DATE: 4128@01 t
SCALE: NONE
COMMERCUU_ AND RESIDENTIAL STRUCTURAL ENGINEERING
I
BEAM
SPLICE DETAILS
20 8 30 psf
HORIZ %MND =
DURALUM PRODUCTS, INC.
B288 ALPINE AVE, SACRAMENTO, CA 95828
16" 1"
MOMENT C -SPLICE
(VALLEY, TYp
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
I -BEAM ALUM ALLOY SO. POST,CONNECT WEB
(6081-T8)ALTERNATE TO POSTW/(2)-1/2'0
STL. C -BEAM THRU-BOLTS
tNSO. POST
K'(_- BEAM TO POST CONN.
FLANGE
ROOF PANEL _
47x3• ALUM. 9" SM. OR
7'x4• ALUM. Y• SM. -
(4)-1/4.0 M.B. BEAM
TO BRACKET
2-3/8'0 M.B. THRU STL. •T•
BRACKET TO POST.
POST, SEE SCHEDULE
ALTERNATE BEAM TO POST CONN.
I.C.C. E.B. EVALUATION
DRAWN BY: E.N.VE
INC
70M CAMPBELL 8 ASSOCIATES, INC.10,
LOAD-
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 4128@01 t
SCALE: NONE
COMMERCUU_ AND RESIDENTIAL STRUCTURAL ENGINEERING
I
BEAM
SPLICE DETAILS
20 8 30 psf
HORIZ %MND =
DURALUM PRODUCTS, INC.
B288 ALPINE AVE, SACRAMENTO, CA 95828
ER-
REVISED BY:
RANCHO CUCAMONGA. CA (95l)741.2107
90, 100 8110 MPH
(B18)d52-7021 FAX 403-1518 sales®durelumoom
SHEET 12
OF 33
BEAM TO POST CONNECTION DETAILS
_ 1
2-914 x 1/2' S.M.S. EACH SIDE OF 3"
So POST (4•TOTAI
ALTERNATE• 1/4.0 HOLT W/ WASHER
EA SIDE OF 3" SQ. POST
+ D,
O I
2.35' i"— 3' Sp. POST
2414 x 12' S.M.S. EACH SIDE OF 3'
SQ. POST (4•
ALTERNATE 1014THTOTALI OLT W/ WASHER
EA. SIDE OF 3' SQ. POST
' x 8" x .042" BEAM,
'SQ.STEEL OR
IAG BEAM.
(4)-#14 SDS Q EA. SIDE
TOP & BOTT. TOT.=16
X 3" ALUM. OR
TEEL POST
3.00' 3- SO. POST " 1 r
OR .240' Y
GUTTER FASCIA
MAG BEAM 3T SQ. POST
3"SQ. STL. BEAM 13 H - BRACKET TO POST
ALUM. ALLOY 3105-H25
1.50" 1.50"
.28"
018"
#8 x 2 "SMS, 21/2'
P2..., .,�. .
1 1/2" SO. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-H25
.28" � 311
1 1/2' SII., 2- SQ.,
OR 2'x3' LATTICE
Q 3.O.C. MIN.
" TO 6'O.C. MAX.
2"x3" LATTICE T� P1 LATTICE TUBE TO RAFTER 17
"L" FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - #14 SDS
3'-0"
12 - #14 SDS
FASTENER SPACING - 3/4'
#14 x 1/2" S.M.S. TOP
& BOTT. (2}TOT.
ROOF PANEL
ROLLFORMED OR —
EXTRUDED GUTTER
#14 S.M.S. Q12"O.C.—
FASCIA
6 1/2"x2'x.024 —
RAFTER
2m
STENER TO FASCIA - SEE TABLE
FASTENER TO RAFTER TAILS - SEE TABLE
jv;z--- OPTIONAL LATTICE TUBES
00 r FASTENER 611/2-
0 o GROUP
00
ALUM. BRACKET X
2" 1' "L' SEE TABLE
RAFTER "TAIL" TO GUTTER 15
(4) - #14 x 3/4" TEK SCREWS
BRACKET TO RAFTER
1/2" MIN.
x
It = .040" @ 6063-T6
(4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
BRACKET TO BEAM
18
"U" BRACKET - RAFTER TO BEAM
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE Lpgp .
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 4282011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TO POST
10, 20 830 psf
DURALUM PRODUCTS, INC.
ER-
SCALE: NONE
ATTACHMENT
HORIZ WIND =
8260 AVE.. SACRAMENTO, CA 85828
REVISED BY:
RANCHO CUCAMONGA CA (951) 741-2107
50,100 & 110 MPH
16)452 70
(910)482.7021 FAX 4031618 se�ee®duretum.com
SHEET 13 OF 33
DOUBLE RAFTER CONNECTION DETAILS I BEAM TO POST CONNECTION
1 112" OR 2"LATTICE
ALTERNATE 1/2"
BOLT CONNECTIO"
3"x 3"STL.POST (24") °
INSERT ATTACHED OR
3"x 3"STL.POST COLUMN
FOR FREESTANDING
#8 S.M.S.
DOUBLE RP
PLAN 2
ALTERNATE:
4-#14 S.M.S. S
RAFTER TO C
CONNECT. (8-
4.-6'0
8-0.6'O 1 8 -
ALTERNATE:
(2)-2x8.5" OR
(2)-3NB-HEAD
(2) -1/2 -BOLT
2'x 8.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 19
#8 S.M.S. EACH SIDE
r-- LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
(2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4 -TOTAL)
ALTERNATE:
(2)- 2x8.5" OR (2)-3"x8" HEADER
ALTERNATE:
3"x3"x0.024" (1) - 1/2" BOLT OR
CONNECTOR (2)-#144S. M :
RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
BEAM SPLICE TO
OCCUR DIRECTLY OVER 5/8"0 PLASTIC
POST. NOT PERMITTED PLUG WHERE
2FWR I @ 2 -POST UNITS Qr`oc1A/ le lKlelne
E I
5" #14 SMS MAY
8E USE AS
3.5" 3.5" ALTERNATE TO
3.5"
1/4"0 BOLTS
8" BEAM
F 84114 SMS
EACH SIDE1211',
6 1/2" SIDEPLATE EA.
SIDE SEE POST SCHEE
#14 SMS EA. SIDE
TOP, MID HEIGHT
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
BEAM TO POST CONNECTION 21
POST SCHEDULE
3" SQ. x .032" + (2)-2" x 6 1/2" x .024" 3" SQ. x .032" + (2}2" x 61/2" x 1-1
W/ (6)-#14 S.M.S. EACH SIDE. a W/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOO
EXISTING
SHEATHING
3
U
u�
2"x6" LEDGER
(NEW OR EXIST.)
SDS25412
YL16+f� EXISTING
Z 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"X6.5X.032"
�— 5/8" 0 ACCESS I
INSTALL 8 - #14
3" SO. POST LONG SDS @ EF
HEADER TO COI
(12 FASTENERS
CONNECTION)
DOUBLE HEADER TO
COLUMN DETAIL
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: 4/26/2011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
LATTICE
10.20 & 30 par
OURALUM PRODUCTS, INC.
ER-
SCALE: NONE
CONNECTION3
MORR. WIND"
8269 ALPINE AVE., SACRAMENTO.11115928
REVISED SV:
RANCHO CUCAMONGA. CA (9611741-2107
90, 100 & 110 MPHl(gi6)452-702iSHEET
FAX 403.1618 aelea�duralum.cOm
14 OF 33
10# L.L.. 100 MPH FREESTAND.&_ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C j
* 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 6' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B _-[�
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 8 C.
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
3" SQ. STEEL BEAM I DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x81 BEAM
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
OR 3°x8"BEAM EACH w/ A 3"x8" STL. INSERT
DATE: 4/26201 t
SCALE: NONE
MAX.POST
FREESTAND
ATT. MAX.POST
5 o
MAX.COL.
FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. MAX.POST FREESTAND 'ATT. MAX.POST FREESTAND ATTACHED
SPACING
5 0
m-
3
SPACING
SLAB*
SPACING
(SPAN)
FJG SPACING
(SPAN)
SPACING
FTG MIN. FTG. FOR GBL. FOR 3' x 8' FTG. MIN. FJG SPACING FTG MIN. FTG SPACING FTO MIN. PJC, MIN.ON
m-
75mIN.
OT
(IN.)
POST POST (SPAN) POST (SPAN) POST POST
(IN.) (IN.) 2'x8.5"x.03Y BEAM (IN.) (IN.) (IN.) (IN.) (IN.) (M')
YPE
TYPE TYPE TYPE TYPE TYPE
4'
17'-0"
12'-0"
30
G
15 19'-7"
34
G
17 13'-4" 13'-10"
31
G
16 25'-5"
37
G
19 38'-0"
40
G
21
B
,
4
11'-6"
16 18'-6°
19 11'-0" 13'-1"
17 24'-0"
21
24
5
13 -7 "
11' 2"
30
G
15 17'-6"
33
G
18 11'-11" 12'-5"
31
G
16 22'-9"
36
G
20 32'-2"
39
G
22 B
,
5
10'-9„
17 16'-6"
20 9'-10" t 1'-8"
18 21'-6"
22 30'-5"
25 E
6'
11'-4"
10'4-
29
G
16 16'-0"
33
G
19 10'-10" 11'-4"
30
G
17 20'-9"
35
G23
p290__1299`-_4".__-23
38
G
B
,
6
10'-1"
18 15'-1"
21 9'-0" 10'-8"
19 19'-7"
2'-9"
26 E
71
9,�„
9'-11"
29
G
17 14'-10"
32
G
19 10'-1" 10'-6"
29
G
17 19'-3"
34
G
21 27'-2"
38
G
23 B
,
7
9'-7^
19 14'-0"
21 8' 4^ s'-11"
19 18'-2"
23 . 25'-8"
26 E
8'
8'-6"
9'-6" ,
28
G
17 13'-1
31
G
20 9'-5" 91-9" ^
29
G
17 18'-0"
34
(j
21 25'-5"
37
G
24 B
8,
9 -2 „
19 13'-1"
-
22 7 9 9 -3
19 17 -0"
24 24'-0 "
27 E
9
7 -7 „
9'-2"
28
G
17 13'-1"
31
G
20 8'-10" 9'-3"
28
G
18 17'-0"
33
G
22 24'-0"
36
G
24 E
9
a,_10„
zo 12' 4"
22 7'-4" a'-9"
zo , s' -o"
2a 22'-e"
27 F
10'
6'-9"
81-101,,_6"
29
G
18_12'-511-8„
31
G
20 B,-5" 8.-9
29
G
1 16-15'-2^
33
(j
2225 22'- 2"1,
36
(j
25
28 E
10'
23 7'_0" 8,_3"
20
8,
F
11'
6'-2"
8'-7"
30
H
18 11'-10"
30
H
21 8'-0" 8'-4"
30
H
18 15-4"
32
H
23 27 -8"
35
H
25 E
,
11
8'_1..
20 .11'-2^
23 8'-8" 7'-11"
21 14'-6"
25 20'-6"
28 F
12'
5'-8"
8 -3
30
H
19 11'-4^
30
H
21 T -a" 8'-0"
30
H
t 9 1 �',
32
H
23 20'-9"
35
H
28 E
12'
7' 9"
21 10'-8"
23 8-4 7'-7"
"
21 t3-10'
26 19'-7"
29 F
13'
S'-2"
'-11�
31
H
1 21 10'-10 0
31
H
2124 7'-5" 7'-8"
31
H
1 21 14'.1"
s
32
2326 191-118'-10"
35
H
26 E
13'
6"
_3"
6 -1" 7,-3"
�"
9 F
14'
4'-10"
[T-T'
32
H
1 21 10'-69'-11 ^
32
H
2124 7 -0" 7 -5"
32
H
t
312'-10,.
32
H
2 9
34
H
2 29E
7,_2„
5'_11„ 7,-0„
21
26 18'-2"
Fq15'
4'-6"
es'
32
H.
1 22 10'-t"s.�"
32
H
2224 6'-s° 7 2"
32
H
1 22 13
32
H
2 P7 18'-7"17'-6"
34
H
27 E
15'
-11"
5' e" s'-9„
12'-5"
0 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 6' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B _-[�
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 8 C.
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:
REPORT NUMBER
DATE: 4/26201 t
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 & 30 pst
HORIL WIND =
OURALUM PRODUCTS, INC.
6269 ALPINE AVE., SACRAMENTO, CA 96626
ER-
REVISED BY:
RANCHO CUCAMONGA, CA 9bi 741.2107
)
AND ATTACKED
10 U L.L. 100 MPH
90, 100 6 110 MPH
(916) 462-7021 FAX 403.1618 eal^aQdumNm.e"m
SHEET 27 OF 33
10#' L.L. 110 MPH FREESTANDA ATTACHED OPEN LATTICE PAT 10S 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 6" EACH SIDE FOR FREESTANDING ONLY,
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
EVALUATION
DRAWN BY: E.N.
3" SQ.
STEEL BEAM DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM
PATIO COVER SYSTEM AS MFG. BY:
REP RT
REPORT NUMBER
DATE: 4282011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
>-
MAX.POST
FREESTAND
ATT. MAX.POST
5 o
MAX.COL.
FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. MAX POST FREESTAND 'ATT. MAX.POST FREESTAND ATTACHED
HOA¢. WIND "
80. 100 6 110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 96826
FAX 403.1619 sales®du"alum.esm
SPACING
ON SLAB *
SPACING
(SPAN)
SPACING
FTG. (SPAN)
SPACING SPACING SPACING
FTG. FTG. FOR DBL. FOR 3' x B' FTG• FTG' (SPAN) FTG' �G' (SPAIN) FTG �G'
m
FFG'
(IN.)
POST
(IN.)
(IN.) POST (IN.) 2'x6.5 -x.032" BEAM (IN.) POST (IN.} (IN.} POST (IN.) (IN.) POST (IN.) POU,
TYPE
TYPE TYPE TYPE TYPE TYPE
4'
1T-0"
31
G
16 19'_1^
36
H
18 12'-1" 13'-6"
33
H
24'-10"
38
H
20 35'-1"
42
H
23 8 t
4'
11'-3"
18 17'-10'
21 9'-10" 12'-7"
23'-2"
23 32'-9"
25 I
5'
13'-7•,
10'-10
31
G
1618 17'-15,_11.,
35
H
1 10'-18'-10" 12'-1
32
H
22
120-
37
H
212q 31'-4"29'-3"
41
H
24 $
5'
5a
22 _3.,
2p'-$"
6 E�
6'
11'-4"
10'-4"g'-10"
30
(�
1719 15'7"
34
H
20
2 9'-10"8�_1" Ill -0"10'-3„
31
H
37
H
22 28'
40
H
;2-4_ B
6,
22
20 18'-11"
4 26'-9"
27 E4
7'
9'-8"
9'-9"
30
G
18 14'-5"
33
H
20 9'-2" 10'-2"
30
H'
18 18'-9"
36
H
22 26'-6"
39
H
25 B !
,
7
9'-4"
20 13'-5"
23 T-5" 9'-s"
20 17'-6"
25 24'-9"
28 E
8'
a'-6"
e'-
30
G
18 13'-s"
33
H
21 8'-7" 9'-6"
30
},�
18 17'-s",
35
H
23 24'-10"
38
H
25
8,
8-11"
20 12 7"
23 7'-0" 8'-11'
21 16-4"
25 23'-2 "
29
9'
T-7"
91 -al
30
G
19 1r -s"
32
H
21 8'-1" 9'-0"
30
H
19 16'-s^
35
H
23 23'-5",
38
H
2s
9'
7"
21 11 10"
24 6'-7" 8'=5'
21 15'-5'
26 21-10'
29
10'
6'-9"
8'-8"
G
19 12'-1"
32
H
21 7'-8" 8'-6"
31
H
19 15'-8"
H
24 22'-2"
37
26
flE
,
'2"31
21 11'-3"
24 fi'-3" 8'-0"
22 14'-8"34
26 20'-8"
301011'
6'-2"
8-
31
H
1 11'-610'-9^
31
H
2 7-3 8'-2"
31
I -i
1 1413'-11,.
34
H
2 P7 21 99'-9„
37
H
273011'
7,10,
22
24 5'-11^ 7.-7.
22
12'
5'-8"
8101,-7,_e"
32
H
20 11-010'-3„
32
H
2 7-0 7'-9"
32
H
2 14-43,4^
33
H
24 20'3"8'-11"
37
H
2 31 E
12'
2
25 5,-8" 7,_3„
22
27
F
13'
S'-2"
7' 8
33
H
2 23 1 OW
33
2 6' -8" 7'-6"
22
33
2 22 13--12'-10,
33
2 19,
36
2 31 E
13'
7 2"
_10„
25 5'-6^ 7,-o„
.J
28 18'-2"
F;
14'
4'-10"
7-5g�-11"
33
Fi
223 10'-2"9,
33
J
2�-& 7'-3"
33
223 3-12,�a
33
J
2528 18-g
36
2 E
14'
8.,
s e"
7,_8a
.�
3-F.
7-2-
7-2"6,5,
34
H
2123 9'-90"9,
34
J
2 6-3" 7'-0"
34
2023 12'-1110'-11"
34
J
25 18,18,_11"
35
j
2 E
15'
2.,
26 5,-1" 6,_8„
28
32 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 6" EACH SIDE FOR FREESTANDING ONLY,
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL &ASSOCIATES, INC.
LATTICE
POST SPACING TABLE
LIVE LOAD-
PATIO COVER SYSTEM AS MFG. BY:
REP RT
REPORT NUMBER
DATE: 4282011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20830 pst
DURALUM PRODUCTS, INC.
1(9181462-7021
ER
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA, CA (861) 741-2107
AND ATTACHED
104 L.L. 110 MPH
HOA¢. WIND "
80. 100 6 110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 96826
FAX 403.1619 sales®du"alum.esm
SHEET 28 OF 33