11-0082 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Tjht 4 4v Q"
Application Number:
11-00000082
Property Address:
57585 BARRISTO CIR
APN:
762-500-003-
- -
Application description:
PATIO COVER
- RESIDENTIAL
Property Zoning:
LOW DENSITY
RESIDENTIAL
Application valuation:
5347
Applicant:
Architect or Engineer:
(J61u"x-
N)4 --
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: B License No.: 770843
Date: --�� Contractor:
�NER-BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractorls) licensed
pursuant to the Contractors' State License Law.).
1 I I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERMIT
Owner:
ANDERSON RESIDENCE
57585 BARRISTO CIRCLE
LA QUINTA, CA 92253
Contractor:
LIFETIME PATIOS
PO BOX 5806
LA QUINTA, CA 9224
(760)777-2650
Lic. No.: 770843
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 1/24/11
WORKER'S COMPENSATION DECLARATION
hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier SOUTHERN INS Policy Number WSIO04013401
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor Code, I shall forthwith comply with those provisions.
Date: Applicant:
WARNING: FAILURE TO SECURE RK ENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this county to ent upon the above-mentioned prop for in purposes.
Date: �gnature (Applicant or Age
Application Number . . . . . 11-00000082
Permit . . .
PATIO COVER PERMIT
Additional desc .
Permit Fee . . . .
81.00 Plan Check
Fee
52.65
Issue Date . . . .
Valuation
. . .
. 5347
Expiration Date
7/23/11
Qty Unit Charge
Per
Extension
BASE FEE
45.00
4.00 9.0000
THOU BLDG 2,001-25,000
36.00
----------------------------------------------------------------------------
Special Notes and Comments
WEATHERWOOD OPEN LATTICE
SHADE SRUCTURE
(1) 10 IN FT X 21 IN
FT AND (1) 8 IN FT
X 24 IN FT. PER 2009
IBC; 2009 IRC; 2010
CBRC.
-----------------------------------
Other Fees . . . . .
------------------------------------------
. . . . BLDG STDS ADMIN (SB1473)
1.00
Fee summary Charged
----------
Paid Credited
--------------------
----------
Due
-----------------
Permit Fee Total
81.00 .00
.00
81.00
Plan Check Total
52:65. .00
.00
52.65
Other Fee Total
1.00 .00
.00
1.00
Grand Total
134.65 .00
.00
134.65
LQPERMIT
URAL LEI
)ESCENI
IL EQUIPI
POOLE
*ALL EC
NEW E
18, WITH'.
D STACKE
R JUNCTK
R ON GRG
ALUMAWC
V N
ICC EVALUATION
SERVICE
July 13, 2010
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 go6oi
tel: 562.699.o543
fax: 562.695.4694
w"wr.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-eode(s).
If you have questions, please contact me at (800) 423-6587, extension 3307, or by e-mail
at mmoody@icc-es.org.
c-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 3, 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 identified as Job No.
GF07-0674 and containing my professional engineers stamp and signature, comply with
the roof live, snow, wind and seismic loading requirements cited in the 2009 International
Building Code, 2009 International Residential Code, 2010 California Building 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 ticampbell -charter.net should you require
additional information.
Sincerely, --
Q�pFESS1pN9l
�PCt. CAhlp� �yc
co2 n
Tom Campbell, PE Z '' No.3794 a
d ;:xv:3131111
�IT
Q Iv+v Q� i
�rEoF ca►u�`O
Bin #
City of La Quinta
Building U Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
'
Project Address:.'... - ' .
Owner's Name. s
A. P. Number:
Address:. - `
Legal Description:
City, ST, Zip: LA UI,;J A q z z
Contractor: 1/FET1A f C7 f% 7—J OS
Telephone:
c*"'�
'iCY `F'.,G '�Y:r.A4•a:ST. C -1:'L.
Address: �� /6QX
Project Description:
City, ST, Zip: 1A QU1A)7_,4 . el oio?
Telephone: 77,?-,ao;,3
as Z `'"'`
State Lic. # : - 77D 8 T 3.
City Lic. #:.3 aS�K
Arch., Engr., Designer:
Address: '
City, ST, Zip:
Telephone:
State Lic. #:�,t,��,�*?
Name of Contact Person: ��'//es f
Construction Type: Occupancy:
Project type (circle one): New Add'n . Alter Repair Demo
Sq. Ft.: # Stories: F#nits:
Telephone # of Contact Person: 7rv� �D�S `� 7��
Estimated Value of Project: ���
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING.
PERMIT -FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
v Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
SHEET INDEX : DESIGN LOADS:
SHEET # SHEET TITLE / DESCRIPTION RESIDENTIAL APPLICATIONS -IBC CHAPTER 1S, IBC APPENDIX CHAPTER 1
AND IRC 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
8 ............PANEL FASTENERS I FAN 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
15 ............MINIMUM REQUIRED COLUMNS
18 &17 ...... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH
18&19 .... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 109 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
28 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH
27 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 100 MPH
28 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 100 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 209 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.
400;MILES'PER HOUR;.EXPOSURES B AND_C.N
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 8 AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DESIGN ASSUMPTIONS:
A. MAXIMUM BUILDING HEIGHT AVERAGE= 19'
B. MINIMUM ROOF PITCH OF EXISITNG RESIDENCE = 5:12
C. MINIMUM 8' PROJECTION 0. LEAST BUILDING WIDTH - 30'
A NOTE TO THE LOCAL AUTHORITY HAVINGJURISDICTION:
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 (IS. 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.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL &ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/1112011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
TIttE SHEET
10, 20 & 30 pst
DURALUM PRODUCTS, INC.
1(916)452-7021
ER-
SCALE: NONE
RANCHO CUCAMONGA, CA 7d1-2107
DESIGN LOADS
HORIZ. WIND =
8289 ALPINE AVE., SACRAMENTO, CA 95828
SHEET T-1
REVISED BY:
(951)
80,100&110 MPH
FAX403-1519 Bales®durelum.cOm
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING CODBB :'
1. THE DESIGN COMPLIES WITH THE 2008 INTERNATIONAL BUILDING CODE, 2008 INTERNATIONAL RESIDENTIAL CODE, 2010 CALIFORNIA BUILDING ✓8 RESIDENTIAL CODER, ASCE/BEI
7 -06 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2008 ALUMINUM MANUAL -AOM 1.08.
pRAWING NOTES
DRAWN UY; E.N.
DATE: 111112011
2, ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INBTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
PATI COVERSYSTEM A9 FG. B ;
DURALUM PRODUCTS. INC.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE.
REPORTNuhIBER
CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND
COMAIERCUIL AND RESIDENTIAL STRUCIURAL ENGINEERING
PROCEDURES.
MORA. WIND =
8. 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 6FPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
B. ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL, EXCEPT WHERE NOTED IN THIS REPORT.
ES•
7, ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL,
RANCHO CUCAh10NGA, CA (051) 741.2107
B. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IB AT LEAST S 112 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH
OF ZERO TO A MAXIMUM COLUMN LOAD OF 780 POUNDS.
(010} 452.7021 FAX 403.1510 sW..., lum,com
9. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL 8 USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO,
10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1606.11 a 1606.3.2.1
1
t JQ
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4INCH PER FOOT.
cT )•:
12. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET,
�
1 > I k I h\Io `�� A
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: BO SQUARE FEET.
;G. .)
�#
14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 8.6.13,
16. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN A13CEIBFI7. SECTION SA1.1,
"OPEN IN ACCORDANCE
��,v,�
16. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS STRUCTURES" WITH ASCEME17, SECTION 8.6.13, 1 y.ar w•
EXCEPT WHERE NOTED IN THIS REPORT.
�� . ••.:, ;
17, THE RATIO (H/PL 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),
NACIFICATIONBo
19. LTERNATE ALUMINUM ALLOYS MAYBE 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 2,800 POUNDS PER SQUARE INCH.
21. DESIGN VERTICAL SOIL BEARING PRESSURE IS 600 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE 18 200 POUNDS PER SQUARE 1,001 PER row OF FOOTING DEPTH,
(EQUALS 180 PSF/FT x 1.33 PER TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d).
22. EMBEDDED STEEL MENSERS SHALL BE HOT -DIPPED GALVANIZED. RUST-O•LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-448 GRADE C. STAINLESS STEEL MEMBERS
SHALL CONFORM TO ASTM A883, GRADE 40.
23. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4: STEEL BOLTS SHALL BE ASTM A-307: HIGH-STRENGTH BOLTS SHALL BE A•326. 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 EBR -2626 FOR CONCRETE AND FOR MASONRY) OR
APPROVED EQUAL.
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1876 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 UY; E.N.
DATE: 111112011
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
10,2063opsl
PATI COVERSYSTEM A9 FG. B ;
DURALUM PRODUCTS. INC.
REPORTNuhIBER
SCALE: NONE
COMAIERCUIL AND RESIDENTIAL STRUCIURAL ENGINEERING
GENERAL NOTES
MORA. WIND =
6200 ALPINE AVE., SACRAh1EVTD, CA 85520
ES•
REVISED BY;
RANCHO CUCAh10NGA, CA (051) 741.2107
00,1006110 MPH
(010} 452.7021 FAX 403.1510 sW..., lum,com
SHEET 1 OF 33
31/2" SLAB ALTERNATE
ATTACHMENT SINGLE POST
MAY BE USED SEE SCHEDULE
WHERE PERMITTED.
SEE SCHEDULE
MAX. HT.- 17 NOTE: NO SPLICE AT TH
POS AND END BAYS.
FOOTING WHERE REQUIRED
SEE SCHEDULE
FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT If
CHANGEABLE WITH ANY OTI
COMPONTENT UNLESS OTH
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVE
ALUMINUM
* SEE SHT.18 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2- X 6 1/2" SIDE PLATES.
ROOF PANEL
SOLID
PANEL TYPES
III SINGLE POST
ATTACHMENT CHANNEL�NGT}/O
ALUMINUM SEE DETAIL �DSF(gLL FSTI4(AO
ATTACHMENT CHANNEL
PANEL
ALUMINUM
SEE DETAILS -
SEER06F
SOCHEDUULLEE
EPROI/ C� raeE fS
SE ROOF PANEL
SCHEDULE
Dq
MIN. 0.25' SLOPE PER FT
SPSFOR
PoST Sp
g
U
SHEET 2 OF 33
O. SP
31/2" SLAB
MAY BE USED
0.
'O.H.' NOT TO EXCEED 25%
NOTE: EACH COMPONENT IS INTER-
"O.H.• NOT TO EXCEED 25%
CHANGEABLE WITH ANY OTHER
OF SPAN
COMPONTENT UNLESS OTHERWISE SHOWN.
OF SPAN
�G
SEE DETAIL FOR SPLICE
SEE DETAIL FOR SPLICE
P OPTIONAL• CANTILEVER BEAM
3gFs
l(S SE
POST
* SQ. POSTS, 312E VARIES
ED POSTS SPACIULE NG
* SQ. POSTS, 312E VARIES
sEf SC\i\
O•H.
?6�OFSp Fn
31/2" SLAB ALTERNATE
ATTACHMENT SINGLE POST
MAY BE USED SEE SCHEDULE
WHERE PERMITTED.
SEE SCHEDULE
MAX. HT.- 17 NOTE: NO SPLICE AT TH
POS AND END BAYS.
FOOTING WHERE REQUIRED
SEE SCHEDULE
FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT If
CHANGEABLE WITH ANY OTI
COMPONTENT UNLESS OTH
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVE
ALUMINUM
�I ALTERNATE:
ROOF PANEL
SOLID PANEL
SEE SCHEDULE
III SINGLE POST
FOR SPANS
��
O.
III SEE SCHEDULE
"O.H." NOT TO EXCEED 25%
NORM WIND "
](918)452-7021
OF SPAN
SEE DETAIL FOR SPLICE
REVISED BY:
SEE SCHEDULE
PoST Sp
SO. POSTS, SIZE VARIES
'
U
SHEET 2 OF 33
ALTERNATE:
31/2" SLAB
MAY BE USED
SINGLE POST
SEE SCHEDULE
:TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x 9' STEEL ROD
TYPE "C"
- i
SEE SCHEDULE FOR
POS SPACIN
%O•/
5
NOTE O SPLICE AT THIS
POST D AT END BAYS.
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
NG WICANTILEVER OPTION
7NEPRC,j
OPTIONAL' CANTILEVER
SEE SCHEDULE FOR
POST SPACING
3 1/2" SLAB
�I ALTERNATE:
TOM CAMPBELL & ASSOCIATES, INC.
SOLID PANEL
ATTACHMENT
III SINGLE POST
��
MAYBE USED
III SEE SCHEDULE
IIYII
NORM WIND "
](918)452-7021
WHERE PERMITTED.
REVISED BY:
SEE SCHEDULE
NOTE. SPLICE AT THIS
MAX. HT.= 1Z
SHEET 2 OF 33
POST AND AT END BAY
11 DOTING WHERE REQUIRED
q`F
SEE SCHEDULE
I OR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
E "B" ATTACHED MULTISPAN W/CANTILEVER OPTION
PANEL MIN. 0.25" SLOPE PER FT
"O.H." NOT TO EXCEED 25%
AF SPAN
SEE DETAIL FOR SPLICE -
SQ. POSTS, SIZE VARIES
3 1/2' SLAB III SINGLE POST
MAY BE USED Illul SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHEREREQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x 9' STEEL ROD
SEE SCHEDULE FOR
JP ST SPACING
960 �PVH
SPLICE AT THIS ' III
AT END BAYS. 1`
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
I.C.C. E.S. EVALUATION
DRAWN BY: E N.
DATE: 111112011
TOM CAMPBELL & ASSOCIATES, INC.
SOLID PANEL
LIVE LOAD"
10.20 d 30 pit
PA COVER SYSTEM AS MFG. B
DURALUM PRODUCTS, INC.
REPORT NUMBER
ER.
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
STRUCTURES
NORM WIND "
](918)452-7021
8288 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY:
RANCHO CUCAMONCK CA (951) 741.2107
90. 100 6 110 MPH
FAX 4011519 eefesWumIummom
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 OPEN LATTICE TYPES "
AND SPACING fey
MAX
�.4 NOTE THIS OPEN LATTICE -TYPE STRUCTURE S 8fyp
MAX PROW. �S`, MAYNO BE COVERED.
BEE 'CHEOUIE SHG
MAX. O.H. RAFTER SEE TABLE
.10612. 25% OF SPAN �' FOR SIZE
`SSrs � ANDt6PAGN0 ..I�
Als'l I qbh
POST WITN SIDE PLATES
T� SEE DETAIL
31? SLAB ATTACHMENT
NOTE: EACH COMPONENT IS INTER- MAY BE USED WHERE
CHANGEABLE WITH ANY OTHER eF PERMITTED.
COMPONTENT UNLESS OTHERWISE SHOWN. Ft BEESCHEOULE
FOOTING WHERE REOUIRED,
SEE SCHEO. FOR FOOTING CUBE SIZE
OPEN LATTICE -TYPE PATIO COVER1
SCALE: NTS it MAY&UBE COV REO. STRUCTURE AQ
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTU
RAFTERS g lE 6EE SCNE�U� CI.Qg•
FD
ANORSPACING
LENGTH OF STRUCTURE VARIES
SEE
LENGTH OF STRUCTURE VARIES
EACH COMPONENT IS INTER- I\
LE WITH ANY OTHER
l UNLESS OTHERWISE SHOWN.
CAMp�F E "F" ATTACHED M
991 < R'
13 `11 SEE SCHEDMAX PROJ.ULE
N
LENGTH OF STRUCTURE VARIES
M POSTRH WSIDE PLATES
SEE DETAIL
3 1/Y BLAB ATTACHMENT
MAV BE USED WHERE
PERMITTED.
SEE SCHEDULE
FOOTING WHERE REQUIRED,
SCH W. FOR FOOTING CUBE SIZE
LASEETTICE STRUCTURE
NOTE: TMSOPEN LATTICE -TYPE STRUCTURE
MAY NO BE COVERED.
- -+
3117 SLAB
I
..mr I ucr
NOTE: EACH COMPONENT IS INTER-
TO MAYBEF
p1C
I
I
CHANGEABLE WITH ANY OTHER
r
FOOTING, SEE
SCHEDULE
10. 20 d 30 pet
OURALUM PRODUCTS, INC.
3IW SLAB
USED
COMPONTENT UNLESS OTHERWISE SHOWN.
SCALE: NONE
NOTE: EACH COMPONENT IS INTER-
TO CON
i WIND
ALPINE AVE., SACRAMENTO, CA 95828
CHANGEABLE WITH ANY OTHER SFFT
��
FOOTING, SEE
SCHEDULE
OPEN LATTICE -TYPE PATIO.COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
80,1008110 MPH
.100
SCALE: NTS
SEE SCHED. FOR FOOTING CUBE SIZE
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN
LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN
TTICE STRUCTURE
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.LIVE
TOM CAMPBELL 8 ASSOCIATES, INC.
LOAD -
PATIO OVERS ST AS MFG. B
REPORT NUMBER
DATE: 1/11/2011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10. 20 d 30 pet
OURALUM PRODUCTS, INC.
ER
SCALE: NONE
RANCHO CUCAMONGA, 761.2107
STRUCTURES
i WIND
ALPINE AVE., SACRAMENTO, CA 95828
SHEET 3 OF 33
REVISED BY:
CA (951)
80,1008110 MPH
.100
(818)462.7021 FAX403-1519 ealea@duralum.00m
(916
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS
.2I "--1 f- .67'
1 40'
_.40" I ---
4
3.00' �-- 4.50" 4.50" —�— 4.50" 4.50"
ALUM. ALLOY 3004-1-136 OR EQUAL
24" TRI -"V" PAN N.
L.L.=
(PSF)
PANEL'T'
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXPA
EXP.0
10
.018
11'-9'
10'-8•
11'-9"
9'-7"
10'-8"
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"
111-9"
20'-11"
20'-11'
20'-11'
20'-11"
19'-9'
20
.020
11'-10'
11'-10'
.018
9'-8•
91$"
91-8.
9'-7.
12'-10"
12'-10'
12'-10'
.024
111-8"
11'-6"
111.6"
11'-3'
111-8'
10'-3"
20
.032
13'-4"
13'4"
13'-4'
13'-(•
13'x'
11'•9"
17'-3"
17'-3"
30
.020
1014"
10'-4"
10'-4"
10'-4"
10'-4"
.018
8'-5'
81-5'
8'-5"
8'-5'
815"
8'-5"
11'-2'
.024
101-0'
10'-0'
101-0'
10'-0'
10'-0'
101-0'
30
.032
11'-7'
11'-7"
11'-7'
11'-7"
11'-7"
11'-7"
90/100/110 MPH EXPOSURE B & C
T•SEE TA9L
1.125' 1
.43• FHi
,
ALUM. ALLOY 3004-H38 OR EQUAL
*
12"x 31/2" W PANEL
=
EKPSF)
PANEL"7"
(1N.)
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'.9'
14'5"
14'-2"
14'-3"
12'-10"
.024
15'-T
15'-7•
15•-7•
15'-7•
15'-7"
14'-1•
.032
181-W
181-8"
181-8"
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'-10'
12'-10'
12'-10"
12'-10'
12'-10"
.032
15'-5"
15'-5•
165"
15'5'
15'-5"
15'-5-
040
17'-3"
17'-3'
17'-3'
17'-3"
17'-3"
17'-3"
30
.020
1014"
10'-4"
10'-4"
10'-4"
10'-4"
10'-4"
024
11'-2"
11'-2'
11'-2'
11'-2"
11'-2"
11'-2'
.032
13'-8"
13'-8•
13'-8'
13'-8"
13'-8'
13'-6•
.040
151-1'
15'-1'
15'-1"
15'-1"
15'-1"
15'-1'
I.C.C. E.S. EVAlUAT10N
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/11/2011
SCALE: NONE
COMMERCNL AND RESIDENTIAL STRUCTURAL ENOINEERINO
PANEL SPANS
10, 20 n 30 psf
OURALUM PRODUCTS, INC.
£R-
REVISED BY:
RANCHO CUCAMONGA CA (981) 741.2107
MORIZ. WIND =
70, 90 6110 MPH
8289 ALPINE AVE., 8ACRAMENTO, CA 95028
(818)482-7021 FAX 403.1519 salea�0uratum.com
SHEET 4 OF 33
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH
r f f— e.e• Q�OFES Ip/y9` �MA -j Tr.�►-- —8.6•
:0092 w �v �t� �% .024"
.042• r .03r
m
ALUM. ALLOY 3004-H38 f m
OR EQUAL m
�C SEE NOTE BELOW
- AL OR EOUAL�-H T
2 X 6 1/2' RAFTER �� DBL. 2 x 6 1/2" RAFTER
L.L = T 90 MPH 100 MPH 110 MP L,L,= "T" 0 90 MPH 100 MPH 110 MPH L,L,:
(PSF) (IN.) °�o EXP. B EXP.0 EXP. B EXP.0 EXP. B E C (PSF) (IN.)� gyp, g �(p,C EXP. B EXP.0 EXP. B EXP.0 (PSF
16' 12'-2" 12'-2" 12'-2" 11'-10' 11'-10" 11'5' 16" 17'x' 1T-3" 1T3' 18'-8" 16'-8" 18'-1"
.024 .024
24' 9'-11" 9'-11' 9'-11' 9'-8' 9-8' 9'3' 24" 14'-1' 14'-1' 14'-1' 13'-T 13'-7' 13'-2" 10
18' 18'3' 18'-3' 18'3' 15'-W 15'-9' 15'-2" 18' 23'-0" 23'-0' 23' 0" 22'-3" 22'-3" 21'-0'
10 .032 10 .032
Zr 13'-3" 13'-3' 13'-3" 12'-10" 12'-10" 12'5' Zr 18'-9" 18'-9" 18'-9' 18'-2" 18'-2' 1T-6"
18" 21'-4" 21'4" 21•-4" 20'-8" 20•-8" 19'-11" 18' 30'-2' 30'-2" 30'-2" 29'-3' 29'3" 28'-2"
.042 .042
24" 1T5" 1T-5" 17'5" 18'-10" 16'-10" 18'3" 24" 24'-7• 24'-7' 24'-T 23'-10" 23'-10" 23'-0" 20
16' 9'4' 9'-4" 9'-4" 9'4" 9'-4" 9'-2" 15" 13'-2" 13'-2' 13'-T 13'-2" 13'-2" 13'-0°
024 24" 7'-7" 7'-7" 7'-7" 7'-7• 7'-T T-6' 024 24" 10'-9" 10'-9' 10'-9' 10'-9' 10'-9' 10'-7"
16" 12'5" 17-5" 12'5" 12'-5• 175" 12.3• 16" 17'-T 1 T -T 17'-T 17'-7" 17'-7' 17'4'
20 .032 20 .032
24" 10'-2° 10'-2" 10'-2" 10'-2" 10'-2" 10'-0" 24" 14'4' 14'-4" 14'4" 14'4" 14'-4" 14'-2' 30
16" 18•-4" 18'-4' 18'-4" 18'-4• 18'-4" 18'-1• 16' 23'-1" 23'-1" 23'-1" 23'-1" 23'-1- 22'-9'
042 24" 13'-4" 13'-4" 13'-4" 13'-4" 1T-4" 13'-2' 042 24" 18'-10" 18'-10" 18'-10" 18'-10' 18'-10" 18'-T
16' - - - - - - 16" 101-1D" 101-10" 10'-10" 101-10- 101-10" 101-/0"
.024 .024
24' - - - - - - 24" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10-
16" 10'-3' 10'-3- 10'3' 10'-3" 10'.3• 10'.3" 16' 14'-6' 14'-6' 14'4" 14'-8" 14'-6" 14'-8'
30 .032 30 .032
24" 8'4" 8'-4" 8'-4" 8'4" 8'-4" 8'4" 24" 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" 11'-10'
.042
16' 13'45" 13'-5" 13'5 .042 " 13'-5" 13'-6" 13'-8" 18" 19'-0" 19'-0' 19'-0" 192' 19'-0• 19'-0-
24" 11'-0" 11'-0' 11'-0" 11'-0" 11'-0" 11'-0" 24" 15'-8" 15'-8' 15'-6" 16'-6" 1576' 15'-8"
EXPOSURE B & C
3Jr � e.o•
042•
ALUM. ALLOY 3004-1438
OR EQUAL
�t SEE NOTE BELOWT
3 x 8" RAFTER
TRIBUTARY
WIDTH
TABLE
110 MPH
CLEAR SPAN
(FT.)
EXP. B
EXP.0
EXP. B
EXP.0
EXP. B
O.H.
6 1 7 B
9 10
11 12
13
14 15
16
17
18
''18.
20
21
0
3 4 4
5 5
6 6
7
7 8 1
8
9
9
10,
10
11
1'
4 5 6
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 1 9
10 10
11
11 12
12
13
14
14
15
5'
_ _ _
_ _
11 11
12
12 13
[__I3
13
14
14
15
15
18
EXPOSURE B & C
3Jr � e.o•
042•
ALUM. ALLOY 3004-1438
OR EQUAL
�t SEE NOTE BELOWT
3 x 8" RAFTER
- I- I- I- I - I-
16•
90 MPH
100 MPH
110 MPH
1T-9'
1 17'-9•
EXP. B
EXP.0
EXP. B
EXP.0
EXP. B
EXP.0
18'
241-6"
23'-5"
24'-0"
22'-8"
23'-5'
21'-10'
042
14'-6"
14'4-
90. 100 6 110 MPH
(918) 462-7021 FAX 403.1619 sdes®dumlum.com
SHEET 7 OF 33
24'
20'-0' 1
19'-1'1
19'-7"
18'-8"
19'-1'
17'-10'
- I- I- I- I - I-
I-
* NOTE: SINGLE RAFTERS SPACED 18' 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
SPAN
O.H.
h
TRIBUTARY TRIBUTARY -
WIDTH 112 SPAN+O.H.
ti
f ':f
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
I.C.C. E.S. EVALUATION
16•
1T-9'
17'-9"
1 17'-9"
1T-9'
1 17'-9•
1 17'-7-
7'-7"24'14'-8"
.042
/0, 20 630 of
DURALUM PRODUCTS, INC.
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
24-114'-6-
HORIZ. WIND
14'-6-
14'-8"
14'-8"
14'-6"
14'4-
90. 100 6 110 MPH
(918) 462-7021 FAX 403.1619 sdes®dumlum.com
SHEET 7 OF 33
18°
.042
24°
11'-11'
I 11'-11"
11'•11"
11'-11"
11'-11"
11'-11"
I-
* NOTE: SINGLE RAFTERS SPACED 18' 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
SPAN
O.H.
h
TRIBUTARY TRIBUTARY -
WIDTH 112 SPAN+O.H.
ti
f ':f
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
DATE: 1N 1@011
/0, 20 630 of
DURALUM PRODUCTS, INC.
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
HORIZ. WIND
8268 ALPINE AVE., SACRAMENTO. CA 95826
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (861 ) 741.2107
90. 100 6 110 MPH
(918) 462-7021 FAX 403.1619 sdes®dumlum.com
SHEET 7 OF 33
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT = 10' 2 1 MAX. HEIGHT Q = 101
3.00" SQ.
3.00"SQ. I #10 SMS �] 3.00" SQ.
03 24.O.C.
EA. SIDE
3"
`i1L01� .14"R
032" NP' 048"STEEL
O518" PLASTIC PLUG 28" O O
3" SQ. ALUM. POST SO. ALUM MAG POST
3„ SQ. ALUM. POST
WITH SIDE PLATESD 3” SQ. STEEL POST 3 SQ. ALUM. POST
ALUM. ALLOY 3004-H38 ALUM. ALLOY 3004-H38 ALUM. ALLOY 6083-T8
ALUM. ALLOY 3.00" OR }�
6063-T6 %"`� 2.40"--.l l
1.375"
75"
1.60"
5 .090" TYP.
INSTAI-L IX- x i3¢' x i° HOG
WASHER PLATE AT ANCHORS
FOR 110 MPH
ALUM "T" BRACKET
7118.0 HOI
FOR 3/8" h
ASTM (MADE 36 STEEL
INSTALL 1)6'x 1Y2* x ' HOG
WASHER PLATE AT ANCHORS
.157'
TYP.
US FOR 3'
POST O L
q 2- 5/18'0
STEEL "T" BRACKET
G-3'SO.xt=.188'
H=3"SO.xt=.250'
I =3'SO.xt=.313'
J-4'SO.xt=.188°
K =4"s .xt--.250"
t—t.
3.0" OR 4.0"
SQUARE
STEEL POST
ASTM A500 GRADE B
ALUM. ALLOY
8063-T6
"H" BRACKET
2 FLANGES
2 118" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
1-7/18'0 HOLE
& 23/8' HOLES
TYP. EA. SIDE
= (4) -SDS 25412
3" x 8" ALUM. RAFT. BRACKET 1
3" x 8" ALUM. HEADER
HEADER BRACKET 07
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD"
PATIO COVER SYSTEM AS MFG. BY:
DATE: 11112011
COLUMN /
10, 20 a 30 pat
DURALUM PRODUCTS, INC.
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
p03T TYPES
HORQ. WIND "
8268 ALPINE AVE., SACRAMENTO, CA 95828
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (851) 741-2107
D. 100 a 110 MPHSHEET
(810)462.7021 FAX403-1610 ealeaQdumlum.00m
8 OF 33
COLUMN
/ POST
TYPES & SURFACE
MOUNT
AND
EMBEDMENT DETAILS
20'
21" SQ.
12-
ALUM.TBRACKET USE WITH
25' SQ.
is*
24'
28" SQ.
20'
'r BRACKET
32' SQ.
I POST TYPE B.C.D. OR E.
28'
35" SQ.
STEEL POST ONLY:
30'
39' SQ.
T
(a� 3 -SQ. POST W/
@ 3-S
32'
STEEL.'rBRACKET USE WITH
30-
34"
USE POST TYPE
F, G, H. J OR K
35/80 BOLTS
�� R POST TYPE J _
38•
SMS
34-
POST TYPE B,C,D,EF.G,H.JOR K.
55" SQ.
3r
40'
60' SQ.
39"
3"SO. POST SIDE OF POST OR
3 S0' POST
USE (2}"yBa HI �
44'
69" SQ.
;
4 5•
1/4' M.B. THROUGH
KWIhlBOM OR EQUAL
STEEL.•rBRACKEr:
112 DEPTH OF
I
2 1n•0 BOLTS 1
18"INSERT
POST
NOTES BELOW
USEI ( KWIK
12
R ALL OTHER
i CONDITIONS 4 5'
(2)-1/4.0 POWERS WEDGE-
SEE
BOLT90RBEOUTALI
MIN. EMBD. I
ASTM A38
BOLTS+, OR EQUAL, EACH
2 Y: EMBEDMENT DEPTH
STEEL
BRACKET TO SLAB.
FOR KWIK BOLTS)
�t: I 7
am r
L1
T.O.C.
MINIMUM DISTANCE TO
"� 1
-
EDGE OF SLAB - 4' OR
' �i;
uJ
TO CRACK = 10'
ASTM A572 STEEL
(1 MIN. EMBEDMENT)
�';; ' •'••
w a
`A
SLAB SHALL BE IN
,•
DEIII TH
n
v POURED CONCRETE
(1 }1n•OM.B.
6.
x LONG, 1'
FROM END
i� :� :•
,. • :
><~ '•
L•
v1
3/16'
GOOD CONDITION
FOOTING SEE NOTE
OF POST
,,. • • • . •
ti.� 1 •,1
c Z
3• SO, POST (STL) -,
_
3 112" MIN.
FOR e�
BE FOO
POURED
SQUARE SEE FTG.
OR 4 S4 POST (STL.) '
SCHEDULE
QUA
CONCRETE
p pTjTE
SCHEDULE IN BEAM
INSERT
IN TABLE
SPAN TABLE
PL.5/B"THK.
oG
8
SQUARE POST EMBED.
9
SLAB
3" SQ.
--
POSTS TO CONC. FOOTING -
INTO
FOOTINEXISTING
11n• 1a•
11n•
ATTACHED
ALTERNATE FTG.
CUBE SIZE
SO. 16- DEEP
• CUBE FTG.
18"
18' SQ.
12'
20'
21" SQ.
12-
22"
25' SQ.
is*
24'
28" SQ.
20'
26'
32' SQ.
23"
28'
35" SQ.
25'
30'
39' SQ.
28"
32'
43• SO.
30-
34"
47' SQ.
32'
38•
51' SQ.
34-
38'
55" SQ.
3r
40'
60' SQ.
39"
42"
84' SQ.
41'
44'
69" SQ.
43'
• CUBE FOOTING W/ 4' SLAB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23' 8 24• CUBE
(2)-1n•0
3 114'
26"- 30' CUBE
(4)-1n'0
3114'
31' - 34" CUBE
(4)8/8'0
4-
35• - 39' CUBE
(4)-314'0
4 3/4'
40'- 42• CUBE
(4) -WO
4 314'
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
I.C.C. E.S. EVALUATION
DRAWN BY: EN.
WELDED STEEL BASE PLATE
NOTES:
LIVE LOAD -
BASE PLATE SCHEDULE
PLATE SIZE
MAYBE USED WITH POST TYPE, SEE SMT. 9
1. DO NOT USE ALUM. T
BRACKET WITH 3X8 BEAM
9• SQ. x 6/8•
B, C, D, F, G, a H
FREESTANDING
BASE PLATE ANCHOR
w/INSERT, MAG BEAM, 4- OR
7• �eEAMB.
2. POST TYPE E
INLQTAI L WASHER PLATE,
BASE PLATE
ANCHOR BOLTS (SIZE 8 TYPE)
2"X)6'X5VAT
90,00 6 110 MPH
STEEL T BRACKET.
SHEET 100E 33
(4)- 3/4.0 HILTI KWIK BOLT TZ STAINLESS
9"x9•x 5/8•
STEEL PER I.C.C. ESR -1917 OR EQUAL
3. POST TYPE F
DO NOT USE STEEL T
BRACKET W/7' I -BEAM,
(4 3/4• EMBEDMENT DEPTH)
I.C.C. E.S. EVALUATION
DRAWN BY: EN.
TOM CAMPBELL 8 ASSOCIATES, INC.
COLUMN
LIVE LOAD -
PATIO COVERSYSTEMAS MFG. BY:
DURALUMPRODUCTS. INC
REPORT NUMBER
DATE: 1n 112011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
AND EMBEDMENT
1.. 2.
ND
.
8289 ALPINE AVE., SACRAMENTO, CA 95828
ER-
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
90,00 6 110 MPH
(818)452-7021 FAX 403.1$18 59 Mom
SHEET 100E 33
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36 WALL FASTENERS
SEE TABLE
��
DIA. I74 SMB 0 PANEL
LOCKS OR 08 SMS
281" AT EA. CONTACT
WALL Iti
----.Y �-�•
N o1 of FASTENERS ALUM ALLOY CONTINUOUS A - RAIL
SEE TABLE MALL063-T6 OOF PANEL (WHERE OCCURS)
ALUM.ALLOY
pg O 6063-T6 ALUM.ALLOY
1,75 A 11/4 SMS i_; E.A. CONTACT 6063-T6
ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION O
I.R. HANGER OC
FASTENERS, SEE TABLE
R.F. OR EXT. HANGER SEE TABLE ANGLE
CHANNEL, 2X OR 3X
RAFTER BRACKET.
ALUM. PANEL R-�
3x ALUM. RAFTERid
FASCIA BOARD 4 EXIST. EAVES, RAFTER
ALLOWABLE PROJ. ..EXISTING EAMEja
SEE TABLE BELOW OVERHANG
(24' MAX)
EXISTING EAVE CONNECTION O2
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC.
WIND
2.740"
T=.080"
OVERHANG(L)
w
90
A B B C D D E E F
100
N
110
WALL FASTENERS
18'-W
o
60
SEE TABLE
Z
9
uIy P
D=3/8"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
5'-7'
O
24' O.C.
`HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1
19'-11'
19'-4+
•14'-8'
2"x8" FULL OR
2'x10' NOTCHED
24' O.C.
?
31'-11'
APPROVED 3' OR 4'
25'-0"
INSUL. ROOF PANEL
o
#14
SMS T&B
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC.
WIND
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID=GROUTED
DESIGN 16" O.C. CELL AT FASTENER) OR CONC.
OVERHANG(L)
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
18'-W
DESCRIPTION OF LAG SCREW E NOTE BELOW)
60
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.C. MAX
Z
B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX.
C=SDS25412 AT EACH STUD, 16' O.C. MAX.
uIy P
D=3/8"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
5'-7'
"F=3/8"0 x 1 1/8" 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
�VF LENOTH
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG(L)
LL=10
LL=20
LL=30
2" x 4"
FULL OR
2'x6"1'-8"
NOTCHED
16" O.C.
1'-s"
16-W
18'-W
14'-2'
2'-0" 14'4" 12'-8'
9'-7"
24" O.C.
17-5" 112-8"
8'-10"
2'-W 914" 7'-4"
5'-7'
2'x6" FULL OR
2"x8" NOTCHED
24' O.C.
2'-0"
19'-11'
19'-4+
•14'-8'
2"x8" FULL OR
2'x10' NOTCHED
24' O.C.
2'-W
31'-11'
31'-11'
25'-0"
NOTE: 2x6 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-16psf RLL-20psf
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)114 SMS EA. SIDE
U -BRACKET
3/4" OR 1 1/2"
-f 2' x 6 1/2" OR
5- MIN. 3'X 6' ALUM.
RAFTER
1 3/4' OR 1 1R"
1
11 f I,-
v� ..fV
�rECFCA
3/16'
i
0 STEEL
0 1WO HOLES,TYP.
0
8 00
0
1 1/4'
NOTE: PROVIDE WATER
PROTECTION, METAL FLASHING
CAUCK JOINTS AND SLOPE
r TO DRAIN
FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
EXISTING WOOD STUD FRAMING
�VF LENOTH
TOM CAMPBELL & ASSOCIATES, INC.
HANGER CHANNEL
2,8 OR AB LEDGER
PAT COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
2 EACH 1/4'0 x 3-1/2' LAG SCREWS L.L.=10 psf
REPORT NUM8ER
SCALE: NONE
2 EACH 7/18"0 x 3-1/2' LAG SCREWS L.L.-20 AND 30 psf
AND BRACKET
ATTACHMENTS
(3)� 4x3 ER W S
}014x1 3W
(2' MIN. PENETRATION INTO
ER-
REVISED BY:
PATIO COVER
EXISTING WOOD STUD)
90, 100 5 110 MPH
(B1 1) 452.7021 FAX 4011619 sdes®dumIum.a0m
SHEET 9 OF 33
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING
NOTE: BRACKET
SEE /!a\ FOR ATTACHMENT NOTE: PLACE'SIKA FLEX- OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
MAY BE MOUNTED
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL
BELOW RAFTER W/
SAME CONNECTION'S.
WALL CONNECTION O
4O BRACKET CONNECTION
I.C.C. E.S. EVALUATION
DRAWN BY: E N.
DATE: 1/112011
TOM CAMPBELL & ASSOCIATES, INC.
HANGER CHANNEL
LIVE LOAD .
t0,Z0830ps1
PAT COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUM8ER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
ATTACHMENTS
Ha WIND WIND
8289 ALPINE AVE., 9ACRAMEN70, CA 95928
ER-
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741.2107
90, 100 5 110 MPH
(B1 1) 452.7021 FAX 4011619 sdes®dumIum.a0m
SHEET 9 OF 33
HEADER BEAM TYPES & ATTACHMENT DETAILS
1 52" 61" GUTTER EXT. CLIP GUTTER EXT. CLIP "
3.00 SQ.
2.00" SPLICE WHERE
1.79" OCCURS SPLICE WHERE SPLICE WHERE
OCCURS
,:.::F
� r:
4.8 075•
2.57" 4.6• TYR 14"R
".
TYP.
2.19" 2.04' oe5•
2.04• T�'P•
8" Der
TYR 3 .28"
a.0000•
2.r ASTM A653 GRADE 40
.038' R.F. GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 8083-T6 6063-T6
ALLOY 3004-436 O 6063-T8 " B O O "
6.5 ROLLFORMED 4.5 GUTTER SS/ G. GUTTER MAG BEAM . 3 SQ. STEEL BEAME
Q C F
3.0'
I— 3" —1 i rt� 2" I.� ex I � 33"" 2, I.- e.c
I I 0.379 w I I I
31111 �c 2
SPLICEX. SPLICE
_y •�2
OCCURS 4" OCCURS 1V �� Q2� .032• — 8.0"
070 ,042• 032"
TYP. 110" CAS.
TYP.
ALUM. ALLOY 3004438 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36
ALUM. ALLOY ALUM. ALLOY OR EQUAL
8063-T6 F 6063_T6 J J - K
4" I-BEAMO 7° I_gEApA O 2 x 6 RAFTER DBL. 2 x 6.5 BEAMO
f3x8BEAM
3"
MAX. 3" � 6 � MAX 3" � 6" � �5'
—(— 11 I 375"
IT
—s► .042" -a .042"y 2" T • 14 OA
7.8 5" T-0.126'
ASTM A053 GRADE 50 6.856" ALUM. ALLOY 6063.76
W.
ALUM. ALLOY 3000.4M ALUM. ALLOY 3000.N35
OR EQUAL OR EQUAL _TI II 5" 375"
ALUM. ALLOY 3004.435
--i 2.875" t� I-1.75"--1
OR EQUAL L
3 x 8 BEAM W/ STL. INSERT'
DBL. 3 x 8 BEAM O W/ BBLL3 x 8 STELAM. INSERT O STEEL NS RT O SPLICE/ SERT O
I.C.C. E.S. EVALUATION
ORAWVN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD •
PATIO COVER SYSTEMMFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
DATE:111R01/
SCALE: NONE
COMM' AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
10.20630ps1
NORM WIND •
8269 ALPINE AVE., SACRAMENTO. CA 55826
1(916)452-7021
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (DSI)741-2107
80, 100 6 110 MPH
FAX 403.1519 sales®disaWm.osm
SHEET 11 OF 33
SPLICE DETAILS (11)
SIMPLE SPLICE FULL MOMENT
(e TOT .S. it #12 S.M.S. 11
TYP. THICKNESS =.035' (24 TOT TYP. THICKNS =.035'
II 8. 8'
++ + + + + ++
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 CSPLK:E (ONE SIDE OF WEB) MAY BE USED.
SPLICE WHE
OCCUR
ALUM. ALLOY I /
8052-T6 16" (, V
4" 1 -BEAM
MOMENTCSPUCE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WH
occu
ALUM.ALLOY
8083-T8
7" I -BEAM
MOMENT C -SPLICE
I
I
i
BEAM TO POST DETAILS
I
(2&1 EY f . . EA.
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
I -BEAM ALUM ALLOY SO. POST,CONNECT WEB
(8081-T8) ALTERNATE I TO POST W/(2)-12.0
STL.0-BEAM THRU-BOLTS
ES:8 s4. POST)
C4 9- BEAM TO POST CONN.
/11 �
\Q'
#12 METAL
TOM CAMPBELL 8 ASSOCIATES, INC.
NEOPRENE
LIV LOAD °
SCREE
IFTEK
STAG
DATE:
SCALE: NONE
FLANGE
ROOF PANEL
_
4'x3• ALUM. 'I' BM. OR
7'x4• ALUM. 'I' BM. —�
IWO M.B. BEAM
BRACKET
2-318'0 M.B. THRU STL.'r
BRACKET TO POST.
POST, SEE SCHEDULE -�-
ALTERNATE BEAM TO POST CONN.
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
BY.'
TOM CAMPBELL 8 ASSOCIATES, INC.
LIV LOAD °
PATO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE:
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
SPLICE DETAILS
W. 20 & 30 pe(
HORIZ. WIND °
DURALUM PRODUCTS, INC.
8289 ALPINE AVE., SACRAMENTO, CA 85828
ER-
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
90, 100 8 110 MPH
(918) 452-7021 FAX 4031519 eelesQQuralum.eom
SHEET 12 OF 33
2-014 x 1Q' S.M.S. EACH SIDE OF 3"
So. POST (4 -TOTAL
ALTERNATE: 114.0 BOLT WI WASHER
jfSIDE OF 3' So. POST
O I
235' F -f 3" 80. POST
2-04 x 1/7 &M.S. EACH SIDE OF 3'
So. POST (4TOTAL
ALTERNATE: 1/4'0 �OLT W/ WASHER
EA. SIDE OF 3' So. POST
OR.24D' 3' SO. POST
1'-0"
GUTTER FASCIA
2'-0"
6 - 414 SDS
MAG BEAM I
3"SQ. STL. BEAM
3- S0. POST
13
DATE:1111/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
ATTACHMENT
ALUM. ALLOY 3105-H25
9289 ALPINE AVE., SACRAMENTO, CA 95828
i(OlB)452-7021
1.50" 1.50"
.28" I 2" I 2"
ER-
REVISED SY:
RANCHO CUCAMONOA CA (951) 741.2107
.018"
FAX 403-1511Bele s®durelum.com
SHEET 13 OF 33
P2
1 112" SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105•H25
.28" 30 _U20-
P
klL 1
2"x3" LATTICE TUBE
BEAM TO POST CONNECTION DETAILS
x 8" x.042" BEAM,
SQ.STEEL OR
IAG BEAM.
(4)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT: 16
X 3" ALUM. OR
TEEL POST
H - BRACKET TO POST
98 x 2 "SMS, 2 1/2'
1 1/2' SO., 2" SCI.,
OR 2'x3• LATTICE
@ 3' O.C. MIN.
"^ TO S"O.C. MAX.
LATTICE TUBE TO RAFTER 17
"L" FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - 414 SDS
T-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. @12-O.C.
FASCIA
6 1/2"x2'x.024
RAFTER
NO.31394�
1 112"
FASTENER TO FASCIA - SEE TABLE
— FASTENER TO RAFTER TAILS - SEE TABLE
OPTIONAL LATTICE TUBES
-AT OVERHANG
00
'a �{ FASTENER g
00 GROUP
0o
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'
x
t = .040" 0 6063-T6
(4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
BRACKET TO BEAM 1$
"U" BRACKET -RAFTER TO BEAM ,
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATESINC.
,
SEAM TO POST
UVE LOAD a
10, 20 8 30
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
DATE:1111/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
ATTACHMENT
pot
HORIZ. WIND "
9289 ALPINE AVE., SACRAMENTO, CA 95828
i(OlB)452-7021
ER-
REVISED SY:
RANCHO CUCAMONOA CA (951) 741.2107
90, 100 & 110 MPH
FAX 403-1511Bele s®durelum.com
SHEET 13 OF 33
DOUBLE RAFTER
CONNECTION DETAILS
BEAM
TO POST CONNECTION
LIVE LOAD"
3 2'x8" LEDGER
BEAM SPLICE TO
2"x6.5" OR 3"x8" RAFTER
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ALTERNATE: 1/2' BOLT
OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
ALTERNATE:
(2) SDS25412
(2} #14 S.M.S. EACH RAFTER
POST. NOT PERMITTED PLUG WHERE
1 1/2" OR 2"LATTICE
#8 S.M.S.
FESS! N 6 SCREWS
I ® 2 -POST UNITS
SCREW IS INSIDE
ALTERNATE 1/2'
DOUBLE
2E RAFTER- Qe
-
, CR �� PER SIDE
I
BOLT CONNECTIO
�,
M,o y
2.5' PENE. INTO EACH WOOD STUD
.s w #14 SMS MAY
ALTERNATE: W �`
4414 S.M.S. EAC
(►
Z 3.5"
ATTACHMENT DETAIL 22
BE USE AS
3.5" ALTERNATE TO
RAFTER TO COL. - Z
CONNECT. (8 -TOT
r
010.37945
3.5"
3.5"
1/4"0 BOLTS
w
13 11
8" BEAM
1•
*
f✓ ��� 0 OR ❑2
rl 5"
4.IV W
C �F�Q 6414 SMS
01
1•
EACH SIDE
6 1/2" SIDEPLATE EA.
i SIDE SEE POST SCHED.
3"x 3"STL.POST 24"
( )
INSERT ATTACHED OR
ALTERNATE:
(2}2X6.5" OR
#14 SMS EA. SIDE
TOP, MID HEIGHT
3"x 3'STL.POST COLUMN
(2}3•x8'HEADER
AND BOTTOM.
3"SQ. POST BETWEEN SIDE PLATES
FOR FREESTANDING
-BOLT
(2) -1/2
BEAM TO POST CONNECTION 21
2'S1/2BO
xs.s'TE
POST SCHEDULE
DBL. RAFTER / DBL. HEADER CONN. 19
a
3" SQ. x.032"+ (2)-2" x 61/2" X-3" SQ. x .032" + (2)-2" x 61/2" x .032"
W/ (6)-#14 S.M.S. EACH SIDE. 2❑ W/ (6}#14 S.M.S. EACH SIDE.
USE ON CONIC. SLAB
ONLY
USE ON CONC. SLAB OR FOOTING.
#8 S.M.S. EACH SIDE
DRAWN BY: E.N.
LATTICE 1 1/2" OR 2"
EXISTING
SHEATHING
LIVE LOAD"
3 2'x8" LEDGER
(NEW OR EXIST.)
2"x6.5" OR 3"x8" RAFTER
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ALTERNATE: 1/2' BOLT
10,20 630 p"f
ALTERNATE:
(2) SDS25412
(2} #14 S.M.S. EACH RAFTER
cn
TO COLUMN CONNECTION
CONNECTIONS
(4 -TOTAL)
6269 ALPINE AVE, SACRAMENTO, CA 95828
(918)462-7021 FAx 40J•1519 eeles®dur"luma"m
- ALTERNATE:
(2)- 2x8.5" OR (2)-3"x8" HEADER
EXISTING
ALTERNATE:
1' STUCCO OR EQUAL
2.5' PENE. INTO EACH WOOD STUD
CONNECTOR (2} #14 S.M.S. EACH RAFTER
EXIST. STUCCO / LEDGER
STUB COLUMN TO DOUBLE HEADER CONN. 2U
ATTACHMENT DETAIL 22
DBL. 3"XB'X.042 BEAM
OR DBL. 2'X6.5"X.032" BEAM
�— 5/8" 0 ACCESS HOLES
INSTALL 6 - #14 X %"
3" SQ. POST LONG SDS ® EACH
HEADER TO COLUMN
(12 FASTENERS PER
CONNECTION)
DOUBLE HEADER TO
COLUMN DETAIL 23
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: ill 11201f
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10,20 630 p"f
DURALUM PRODUCTS, INC.
1(916)452-M21
ER-
SCALE: NONE
REMISED BY:
RANCHO CUCAMONGA. CA (851) 741.2107
CONNECTIONS
HORQ. WIND w
B0, 100.110
6269 ALPINE AVE, SACRAMENTO, CA 95828
(918)462-7021 FAx 40J•1519 eeles®dur"luma"m
SHEET 14 OF 33
1- 10# L.L. 100 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS_ EXP.
* 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 -a
I�
"�JL� FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
DATE: 11/1/2011
STEEL BEAM DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT ' DBL. 3"x8" BEAM
LIVE LOAD •
to,2oa3opal
o
OR 3"x8"BEAM _ EACH w/ A 3"x8" STL. INSERT
FREESTAND ATT. MAX.POST MAX.POST FREESTAND 'ATT. FREESTAND ATTACHED
t,
Fj C
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTAND
ATT.
5
MAX.COL
ER-
REVISED BY;
MAX.POST
FREESTAND ATT. MAX.POST MAX POST
80, 100 8 110 MPH
(818) 462.7021 fAX 4031618 8.1- du,uNm.cam
ON SCLAS*ING
PA
SPACING
FTG SPACING
(SPAN)
SPACING SPACING
FTG MIN POgT FTG. FOR DBL. FOR 3' x 8' FTG. MIN. FTG SPACING FTG MIN. FTG. SPACING FTG MIN. FTG MIN.
(SPAN)POgT POST (SPAN) POST POST
POST
90
FTG.
MIN
(IN.)
TYPE
(IN.)
(IN,) TYPE (IN.) 2'k8.5"x.032" BEAM (IN.) (IN,) (IN,) (IN.)
TYPE (IN.)
TYPE (IN') TYPE
4'
17'-0"
kO"
30
G
13 19'7"
31
G
15 13' 4" 13'-10"
30
G
17 25'-5"
33
G
16 38'-0"
37
G
18--
B
4'
14 18'-6"
17 11'-0" 13'-1"
18 24'-0"
.
18 34'-0"
20
5
13 -7 "
31
G
13 17'-6"
31
G
15 11'-11" 12'-5"
31
G
17 22'-9"
32
G
17 32'-2"
35
G
1s B
5,
15 16'-6
i 7 9'-10" 11'-8"
18 21'-6"
19 30'-5"
21 E
- 6'
11,-4•
33
G
1415 16'-015,-1"
33
G
1618 10'-109'-0" 11'-4"10'-8"
33
(�
1819 20-99.7"
33
G
1719 29
35
G '
1922 B
61
27-9"
E
7'
9'-B"
9'-119-7"
34
G
1416 14'-104,_0.
34
G
1618 10'-1"8�" 10'-8"g-11"
34
G
1819 19'-18,-2„
34
(�
1820 2T-25,-8"
34
G
20
22 B
7,
E
$'
8'-6"
9-6
35
G
1517 13'-113'-1"
35
G
1719 9'-5" 9'_g"
35
G
1 26 18-�7,-0"
35
G
1820 25'-24,-0"
35
(�
2023 B
8,
9'-2'
7�-9" g'-3„
E
9'
7'-7"
9'-2"
37
G
1517 13'-1;
37
G
1719 8'-10" 9'-3"
37
G
120 17' -Us,
37
G
1821 24''22,-8"
37
G
2123 E
9,
8'-10 "
2'-4"
i-4" 8 -9"
-O^
F
10'
6'_g"
8'-10"
38
G _
15 12' S"
38
G
17 8'-5" 8'-9"
38
G
19 . 16'-t"
38
G
19 22'-9"
38
G
21 E
10,
8'-6"
17 11'-8 "
19 7'-0" 8'-3"
21 15'-2"
,_ "
21 21 8
24 F
11'
6'-2"
8'7
39
H
1818 11'-11 �,-2•
39
H
1 20 8, 0„ 8'-4"
39
H
20 15-41'4,
39
H
1 21 211
39
H
2124 E
11'
.
^
6'-B" 7'-11"
1 8"
20'-6"
F
12'
5'-8"
8'-3"
39
H
18 11'-4"
39
H
18 7'-8" 8'-0"
39
H
20 4 -8
39
H
19 20'-9"
39
H
22 E
12'
7'-9"
16 1o' -e°
20 6'�^ T.7•
21 13'-10"
22 i9'-7"
24 F
13'
5'-2"
7'-117
40
(-,)
1618 10'-1 o 0,�"
40
H
1820 7'�" 7'_e"
40
H
222 14'-13,x.
40
H
2022 19'-18"10"
40
H
2 E
13'
-6°
6,-1" 7'.3^
25 F
7' 7"7,_2"
41
H
1618 10-s9'-11.
41
H
1 20 7, ^ 7'-5"
41
H
2 22 1312,_10"
41
H
2 22
41
H
2 E
14'
5'-11" 7,-0"
18'-2^
25 F
T-4-
-46'-11"
42
H
1719 10'-1 ^9,-6•
42
H
1821 6'-6" 7'-2"-9°
42
H
p2-2t1_'—_2j"2—,,5j,
42
H12122
18'
42
H
23, E
15'
5,-8"
17'-6.
25 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 -a
I�
"�JL� FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
DATE: 11/1/2011
TOM CAMPBELL 8 ASSOCIATES, INC.
LATTICE
POST SPACING TABLE
LIVE LOAD •
to,2oa3opal
PATI COVER SYSTEM ASM G. B
DURALUMPRODUCTS,INC.
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
AND ATTACHED
HORR. WIND •
8289 ALPINE AVE., SACRAMENTO. CA 95828
ER-
REVISED BY;
RANCHO CUCAMONGA. CA (951) 741-2107
10 4 L.L. 100 MPH
80, 100 8 110 MPH
(818) 462.7021 fAX 4031618 8.1- du,uNm.cam
SHEET 27 OF 33
1 10# L.L. 110 MPH FREESTAND-& ATTACHED OPEN LATTICE PATIOS 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.
ROTE:
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"
v
FIGURE INDICATES EXPOSURE B—a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
LC.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC.
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"x8" BEAM
LATTICE
POST SPACING TABLE
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
REPORT NUMBER
F.
ML3
� o
MAX.COL.
FREESTAND ATT. FREESTAND ATT. MAX,pOST MAXPOST FREESTAND ATT. FREESTAND 'ATT. FREESTAND ATTACHED
MAX.POST MAX.POST MAXPOST Mq)(,ppgT
S o
033'. -SPACING
SPACING
ON SLAB.
SPACING
SPACING FTG MFN— FTG SPACING FTG MIN. FTG. FOR DBL FOR 3'x8' FTG. MIN. FTG SPACING FTG MIN FTG SPACING FTG MIN. FTG. MIN.
(SPAN) (SPAN) (SPAN)
m
RANCHO CUCAMONOA, CA (051) 741-2107
1p L.L. ATTACHE
MPH
(IN) POST (IN.) (IN.) POST POST POST (SPAN) POST POST
(IN.) 2'x8.511.032• BEAM (IN.) (IN') (N') (IN.) (1N.) NN,)
6260 ALPINE AVE., SACRAMENTO, CA 05628
1(916)452-7021 FAX 40}7619 881836Qur"lum.can
SHEET 26 0E 33
TYPE TYPE TYPE TYPE TYPE TYPE
4'
17'-0"
11'-9;-3"
30
G
1 15 19'
30
�--�
1618 12'-19'-10" 13'-fi"12,-9"
30
H
1 i18 24'- 23,-2"
33
H
1719 35'-32,-9"
36
H
1 22 B
4'
17'-10"
5'
13'-7"
10'-11'
31
G
14 1T-1"
31
H
16 10'-10� 12'-1"
31
II
18 22'-2"
32
H
18 31'-4"
35
H
20 B
5,
10 -5
16 15'-11"
18 8 -10" 11-3"
18 20'-8"
20 29'-3"
22 E
6'
11'-4"
10'-4"
33
(�
15 15'-7"
33
H
17 9'-10" 11'-0"
33
H
18 20'-3"
33
H
18 28'-8"
34
H
21 B
6,
9'-10"
17 14'-6"
�- "
19 8 1 10'-3"
20 18'-11"
21 26'-9"
23 E
T
9'-8-
"
9'-9"
34
15 14'-5"
34
H
17 9'-2" 10'-2"
34
H
19 18'-9"
34
H
19 26'-s"
34
I„I
21 B
7,
9��•
17 13'-5"
19 7'5" 9'-6"
20 17'-6"
21 24'-9"
24 E
8'
8'�"
9'-4-
"
35
(�
16 13'-6"
35
f I
18 8'-7° 9 -6
35
I I
19 1 T-6"
35
H
1 s 24'-1 ^
35
H
22 B
8�
8'-11
1 B 12'-7"
20 7 -0 8 =11 "
"
21 16'-4"
22 23'-2"
24 E
9'
7'-7"
s-0^ , ^
37
G
16 12'-9"
37
H
18 8'-1" 9'-0"
37
H
20 16'-6•
37
H
20 23'-5"
37
H
22 E
9'
8 -7
18 11'-10"
20 6'-7" 8'-5"
21 15'-5"
22 21'-10"
25 F
10'
6'-9"
8'-8" , "
38
G
16 12'-1"
38
H
18 7'-8" 8'-6"
38
H
20 15'-8"
3S
H
20 22'-2"
38
H
22 E
10,
8 -2
18 11'-3"
20 6'-3" 8'-0"
21 14'-8"
22 20'-8"
25 F
11'
6'-2"
8 -47'-10"
39
H
1719 11'-s
39
�"�
1 7,-3 8'-2"
39
H
20 74,13'_11 „
39
H
20 21'
39
H
23 E
11'
0,-9•
21 7,_7„
5'-11 •
22
23 19'-9•
5 F
12'
5'-8"
8'-0"
39
F -I
17 11'-0"
39
H
19 7'-0" 7 =9"
39
H
21 1 -4"
39
H
21 20'-3"
39
H
23 E
12'
7, 8.
19 10'-3"
21 5'-8" r-3"
22 13'-4"
23 18'-11•
26 F
13'
5'-2"
r-8 7
40
H
1719 10'-7
40
J
1 21 6'-8" 7'-s°
40
J
2122 13'g"-, '-10"
40
2123 19
40
J
23 E
13'
2"
9'-10"
5 -6" r-0'
�)
18'-2"
F
14'
4'-10"
7--5"
41
f'I
17 10'-2"
41
19 6'-5" r5"
41
J
29 3- '
41
21 18-9"
41
J
24 E
,
14
s'-11 ^
1 s 9'-s"
22 5'-3" s'-9"
23 12,-4"
•�
24 17'-6"
26 F
15'
4'-6"
42
H
18 9'-10"
42
J
20 6'-3" r-0"
42
J
21 12'-10"
42
J
21 18'-1"
41
J
24 E
15'
6'-5"
19 9'-2"
22 5'-1" 6'-6"
23 1'-11"
24 16'-11"
27 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.
ROTE:
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"
v
FIGURE INDICATES EXPOSURE B—a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
LC.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC.
LATTICE
POST SPACING TABLE
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
F.
PATE; 1/112011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
FREESTANDING
10, 20 & 00 pd
DURALUM PRODUCTS, INC.
REVISED 8Y:
-
RANCHO CUCAMONOA, CA (051) 741-2107
1p L.L. ATTACHE
MPH
MORIZ. WIND •
00, 100 & 110 MPH
6260 ALPINE AVE., SACRAMENTO, CA 05628
1(916)452-7021 FAX 40}7619 881836Qur"lum.can
SHEET 26 0E 33