11-0699 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
11-00000699
Property Address:
57653 BARRISTO CIR
APN:
762-500-005- - -
Application description:
PATIO COVER - RESIDENTIAL
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
10294
Tiht 4 4*Q"
Applicant: . Architect or Engineer:
GsH�'►�t��- _ � 14
------------------
LICENSED CONTRACTOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: C3 C51 Licen o.: W623
Date: // Contractor: i
OWNER -BUILDER DECLA ATION
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 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:
GORDON DENNIS H
PO BOX 17290
SALT LAKE CITY,
& MARY J
UT 84117
Contractor:
GOLD STAR CSTM PTG LQ PATIO
42335 WASHINGTON ST #F363
PALM DESERT, CA 92211
(760) 574 - 1043
Lic. No.: 855623
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 6/28/11
--------------- - - -
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 STATE FUND Policy Number 193290309
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' comp nsation laws of California,
and agree that, if I should become subject to the workers' compen tion provisions of Section
3700 %of the Labor Code,A7a11Iwith wit//ppp//IIhose pr v ions.
(Date: lY - Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION 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 andstatelaws relating to building construction, and hereby authorize re esentatives
of this county to enter upon the above-mentioned prope or inspection pu es.
Date: Signature (Applicant or Agent):
Application Number . . . . . 11-00000699
Permit PATIO COVER PERMIT
Additional desc .
Permit Fee . . . . 126.00 Plan Check
Fee
81.90
Issue Date . . . . Valuation
. . .
. 10294
Expiration Date 12/25/11
Qty Unit Charge Per
Extension
BASE FEE
45.00
9.00 9.0000 THOU BLDG 2,001-25,000
81.00
----------------------------------------------------------------------------
Special Notes and Comments
774SF ALUMAWOOD LATTICE PATIO COVER AT
REAR YARD (ENGINEERED] THIS PERMIT DOES
NOT INCLUDE ELECTRICAL INSTALLATIONS.
2010 CALIFORNIA BUILDING CODES.,
June 28, 2011 9:46:20 AM AORTEGA
---------------------- -----------------------------------------------------
Other Fees . . . . . . . BLDG STDS ADMIN (SB1473)
1.00'
Fee summary Charged Paid Credited
-----------------------------------------------
----------
Due
Permit Fee Total 126.00 .00
.00
126.00
Plan Check Total 81.90 .00
.00
81.90
Other Fee Total 1.00 .00
.00
1.00
Grand Total 208.90 .00
.00
208.90
LQPERMIT
DRIVEWAY
CIN OF LA CI TA
BUILDING &SAF EPT.
APPRO E
DATE 24 (IN BY.
El
11-ubyy �Anw� 'O
S'I•b53
SMU116% C,w,,�
57653 BARRISTO CIRCLE
EXISTING HOME
PROPOSED WEATHERWOOD LATTICE SHADE STRUCTURES
POOL
SPA
PROPERTY LINE TYP.
ou-
June
23, 2011
To: The City of La Quinta
To Whom It May Concern:
9434 Tea Tree Lane
San Diego • California • 92127
Phone: (858) 832-1120
FAX: (858) 832-1130
E-mail: virgilopfer@cox.net
We have reviewed the drawings for the proposed weatherwood lattice shade structures to be
constructed in the back yard of 57653 Barristo Circle, La Quinta, California. Copies of the
drawing are attached hereto and incorporated herein by this reference. The Santerra Owners
Association approves of their installation as shown on the two drawings. Said approval is subject
to the owner obtaining the appropriate building permits and complying with any and all City
regulations and ordinances related to such installation.
'7
Opf , Jr., President, CFO
Santerra Owners Association
Attachments: Elevation View and Plan View, Proposed Weatherwood Lattice Shade Structure for 57653 Barristo Circle.
• Page 1 of 1
Bin
I 1 • D&ACI
City of La ouinta
Building 8L Safery Division
Permit # P.O. Box 1504, 78.495 Calle Tampico
La Quinta, CA 92253 - (760) 777.7012 -
Building Permit Application and Tracking Sheet
Project Address: 7 6 5-3� Imo. Owner's Name:A. P. Number: Address:
Legal Description:
City, ST, Zip:
Contractor: LIt' 2U1/J 1-�
P+7-/0
Telephone:
Address: 133 C4 L L Jf2- l a N1 q ,�• r1z A-piq
Project Description:
City, ST, Zip: i/Ua1 0 C-11�- , C�-a.10
Telephone: 76,2- S 7 q- /6-34(L
City Lic. q:��--
%/GtJ
State Lic. q : 8564.;93 3
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
State Lic. q:
Name of Contact Person: L f-
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.: -7 "7 q Stories: b Units:
Telephone rr of Contact Person: 7 CO - 7 7 C4 - 458t
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
P
Submittal
Req'd
Rcc'd
TRACKING
PERMITFEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit
�--
Truss Calcs.
Called Contact Person
Plan Check Balance'
r
Energy Calu.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
Y' Review, ready for corrcctions/issue
Electrical
r
Subcootactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
~
H.O.A. Approval
Plans resubmitted
Grading
IN IIOUSE:-
"' Review, ready for corrections/issue
Developer Impact Fee
r
Planuing Approval
Called Contact Person
Pub. Wks. Appr
Date of permit issue
School Fees
lbtal Pcrmil Fccs
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
SHEETINDEX:
SHEET # SHEET TITLE I DESCRIPTION
T-1 ........... TITLE SHEET / DESIGN LOADS
1 ............GENERAL NOTES
2 ............SOLID PANEL STRUCTURES
3 ............OPEN LATTICE STRUCTURES
4 ............PANEL SPANS TRI -V 8 W -PANEL
5 ............PANEL SPANS FLAT PAN
6 ............PANEL FASTENERS I FAN BEAM
7 ............RAFTER SPANS
8 ............COLUMN I POST TYPES
9 ............HANGER CHANNEL AND BRACKET ATTACHMENTS
10 ............COLUMN SURFACE MOUNT AND EMBEDMENT
11 ............BEAM TYPES
12 ............BEAM SPLICE DETAILS
13 ............BEAM TO POST ATTACHMENT
14 ............LATTICE CONNECTIONS
15 ............MINIMUM REQUIRED COLUMNS
16 817...... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# LL. 90 MPH
18 8 19 ....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 109 LL. 100 MPH
20 8 21 SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# LL. 110 MPH
22 8 23 ..... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# LL 110 MPH
24 8 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 10# 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
"CALCULATIONS PREPARED BY A REGISTERED DESIGN
PROFESSIONAL SHALL BE SUBMITTED TO THE BUILDING
OFFICIAL DEMONSTRATING THAT THE DESIGN SNOW LOADS
DO NOT EXCEED THE ALLOWABLE ROOF SNOW LOADS
SPECIFIED ON THE PLANS; AND THAT CALCULATIONS SHALL
ADDRESS THE SNOW LOAD PROVISIONS OF IBC/CBC SECTION
1608, INCLUDING, BUT NOT LIMITED TO, RAIN -ON -SNOW
SURCHARGE LOAD, UNBALANCED SNOW AND SNOW DRIFT."
III •ovl
DESIGN REQUIREMENTS:
RESIDENTIAL APPLICATIONS - CBC AND IBC CHAPTER 16. CBC 8 IBC APPENDIX CHAPTER 1,
CRC AND IRC APPENDIX CHAPTER H.
ROOF LIVE AND SNOW LOADS: 10, 20 AND 30 POUNDS PER SQUARE FOOT.
COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
ROOF LIVE AND SNOW LOADS:
ADDITIONAL DESIGN REQUIREMENTS -
1. TABULATED SPANS FOR SNOW LOADS ARE BASED ON Pf AT THE ROOF EQUAL TO 20 OR 30 psf.
2. BASIC WIND SPEEDS: 90, 100, 110 MPH, EXPOSURES B AND C.
3. WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTOR II, 1.0.
4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.
5. SEISMIC DESIGN PARAMETERS:
IMPORTANCE FACTOR: 1.0
SITE CLASS: D
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: S. 1.25, S, 0.5, Seg = 0.84, Sw 0.50
RESPONSE MODIFICATION FACTOR, R:1.5
6. EQUIVALENT LATERAL FORCE PROCEDURE.
7. DESIGN ASSUMPTIONS:
A. MAXIMUM BUILDING HEIGHT (AVERAGE): 19'
B. MINIMUM COVER SIZE: 8' BY 8'
C. LEAST BUILDING WIDTH: 30'
8. ROOF BEAMS CONTINUOUS OVER ONE INTERIOR SUPPORT COLUMN ONLY SHALL BE SPLICED
AT THIS COLUMN. BEAMS CONTINOUS OVER 2 OR MORE COLUMNS DO NOT REQUIRE
SPLICING.
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVIf
INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL
WITHIN THIS IAMPO-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 (i.e.. 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 8 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.
da, I ".AL -'me- a
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
1,
IAPMO ER. 0185
DATE: 4/28/2011
SCALE: NONE
,
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
TITLE SHEET
DESIGN LOADS
10.20 9 30 pef
HORIZ. WIND -
DURALUM PRODUCTS, INC.
6288 ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-7021
- ' "
REVISED BY;
RANCHO CUCAMONGA, CA (951) 741.2107
80,1006110 MPH
FAX 40}1519 sale.®durelum.rnm
SHEET T-1
da, I ".AL -'me- a
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 1N 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 750 POUNDS.
9. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 114 INCH PER FOOT.
12. MINIMUM PATIO COVER SIZE: 60 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 6.5.13.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI T. SECTION 6.5.7.1.
16. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES' IN ACCORDANCE WITH ASCEISEI 7. SECTION 6.5.13,
EXCEPT WHERE NOTED IN THIS REPORT.
17. THE RATIO (WP), 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 (LIP), PATIO COVER LENGTH (L. FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
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 DEPTH.
(EQUALS 100 PSFIFT z 2 PER TABLE 1808.2 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS 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.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO
BE INSTALLED IN ACCORDANCE WITH THE NATIONAL 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).
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 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 A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2, EXCEPTION 2.
29. SIMPSON SOS26412 AND SDS25600 SCREWS SHALL BE IN ACCORDANCE WITH ICC -ES EVALUATION REPORT ESR -2236.
TABLE 1 - REDUCTION FACTOR APPLICABLE
TO MULTIPLE SPAN CONDITIONS
FOR ROOF PANELS
ROOF WE
LOAD. PSF
WIND SPEED AND EXPOSURE
90 MPH 100 MPH 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 1.00
1.00 1.00
1.00
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
�. 4
DRAWN eY: E.N.
TOM CAMPBELL &ASSOCIATES, INC.
LIVE LOAD •
PATO OVER SYSTEM AS MFG. BY:
IAPMO ERP O19S
DATE: 4/2012011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
GENERAL NOTES
10, 20 8 30 pst
HORIZ WIND
DURALUM PRODUCTS, INC.
8289 ALPINE AVE., SACRAMENTO, CA 95820
REVISED BV:
RANCHO CUCAMONGA. CA (951)741-2107
90,100&110MPH
(918)452-7021 FAX 403.1619 �dea®durtNm.com
SHEET 1 OF 33
�. 4
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL
ROOF PANEL
SEE SCHEDULE
FOR SPANS
O.
"O.H' NOT TO EXCEED 25%
OF SPAN /J
SEE DETAIL FOR SPLICE J
/'O4
* SO. POSTS, SIZE VARIES
SEE
* SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 1/2' SIDE PLATES.
SOLID PANEL TYPES
LENGTH ATTACHMENT CHANNEL
ALUMINUM SEE DETAILS —
ND THE NOT BOp et VAR/ ROOF PANEL MIN. 0.25" SLOPE PER FT
PROJECR N THAMES SE FOR SPANS
O.
1 OF SPAN T TO EXCEED 25%
3 1/2" SLAB ALTERNATE:mlV
ATTACHMENT SINGLE POST
MAY BEUSED SEE SCHEDULE
WHERE PERMITTED.
SEE SCHEDULE
MAX. HT.= 12' NOTE: NO SPLICE AT THIS
POST AND A 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.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE _
SQ. POSTS, SIZE VARIES
ALTERNATE:
3 1/2" SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE IC
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x 9' STEEL ROD
TYPE "C" FRE
SEE SCHEDULE FOR
POST SPACIN
H.
0 OF SP
'W
SPLICE AT THIS
AT END BAYS.
BEAM
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
THE PRo e E
SEE DETAIL FOR SPLICE —�
/'OST OPTIONAL: CANTILEVER
* SD. POSTS, SIZE VARIES SFE SCH AC/NG SEE SCHEDULE FOR
FD POST SPACING
MIN. 0.25' SLOPE PER FT
"O.H:" NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
DRAWN BY: E.N.
?Sgo OF
3 1/2' SLAB
ALTERNATE:
SEESCHAC/NG
ATTACHMENT
SINGLE POST
INOITE.O
10, 20 6 30 pal
MAY BE USED
SEE SCHEDULE
PAST SPACING
O,H
SCALE: NONE
WHERE PERMITTED.
ALTERNATE:
HORIZ. WIND •
25� OFSP
SEE SCHEDULE
3 1/2" SLAB
SPLICE AT THIS
MAX. HT.- 1Z
POST AND AT END BAY
FOOTING WHERE REQUIRED
SHEET 2 OF 33
SEE SCHEDULE
FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
SEE SCHEDULE
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
ATTACHED MULTISPAN W/CANTILEVER OPTION
MIN. 0.25' SLOPE PER FT
"O.H:" NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
DRAWN BY: E.N.
/'OST
LIVE LOAD.
PATIO COVER SYSTEM AS MFG. BY:
SEESCHAC/NG
DATE: 4r2612011
IVISED
OPTI NAL: CANTI'L'EVER BE
SEE SCHEDULE FOR
SQ. POSTS, SIZE VARIES
10, 20 6 30 pal
EOVLFS
PAST SPACING
O,H
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ALTERNATE:
HORIZ. WIND •
25� OFSP
3 1/2" SLAB
REi BY:
SINGLE POST
90. 100 8 110 MPH
(918)452.7021 FAX 403-1519 satesQduralum.com
SHEET 2 OF 33
MAY BE USED
SEE SCHEDULE
TO CONSTRAIN
— FOOTING, SEE
NOTE
POST
O SPLICE A THIS
DAT END BOYS.
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHC
TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
DRAWN BY: E.N.
TOM CAMPBELL &ASSOCIATES, INC.
LIVE LOAD.
PATIO COVER SYSTEM AS MFG. BY:
DATE: 4r2612011
IVISED
SOLID PANEL
10, 20 6 30 pal
DURALUM PRODUCTS, INC.
IAPMO ER0 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES
HORIZ. WIND •
8289 ALPINE AVE., SACRAMENTO, CA 95828
REi BY:
RANCHO CUCAMONGA. CA (951) 7414107
90. 100 8 110 MPH
(918)452.7021 FAX 403-1519 satesQduralum.com
SHEET 2 OF 33
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
MAX. PROJ.
SEE SCHEDULE
LENGTH OF STRUCTURE VARIES
* SEE SHT.16 FOR MINIMUM NUMBER OF REOUIRED COLUMNS WHEN USING 2' X 61/2' SIDE PLATES.
OPEN LATTICE TYPES
�S THIS OPEN LATTICE -TYPE STRUCTURE MAK PROD.
OSv4�` MAY NOT BE COVERED. SEE SCHEDIAE /
01
RAFTER SEE TABLE
\
FOR SIZE
AND SPACING
POST WITH SIDE PLATES
SEE DETAIL \
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE
MAY P OT BE COVERED.
LENGTH OF STRUCTURE VARIES
LENGTH OF STRUCTURE VARIES
��'sT�NGBo'�o
POST WITH SIDE PLATES 1t
SEE DETAIL
COMPONENT IS INTER-
WITH ANY OTHER
3 112' SLAB ATTACHMENT
MAY BE
Sc� r a PERMITT DED WHERE
ATTACHM
NOTE: EACH COMPONENT IS INTER-
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
Marr E USED WHERE
CHANGEABLE WITH ANY OTHER
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
PERMITTED.
sFT ED.
COMPONTENT UNLESS OTHERWISE SHOWN.
F SEE I
MAX PROD.
FOOTING WHERE REQUIRED,
SEE SCHEDULE -11
SEE SCHED. FOR FOOTING CUBE SIZE
OPEN LATTICE -TYPE PATIO COVER
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
CHANGEABLE WITH ANY OTHER SEPT A
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE /f"{�`
SCAI.E NTS MAY.=BE COVERED. ,. ,�
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE
MAY P OT BE COVERED.
LENGTH OF STRUCTURE VARIES
LENGTH OF STRUCTURE VARIES
��'sT�NGBo'�o
POST WITH SIDE PLATES 1t
SEE DETAIL
COMPONENT IS INTER-
WITH ANY OTHER
3 112' SLAB ATTACHMENT
MAY BE
Sc� r a PERMITT DED WHERE
UNLESS OTHERWISE SHOWN. r1s� SEE SCHEDULE
NOTE: EACH COMPONENT IS INTER-
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
PE "F" ATTACHED MULTISPAN TTICE STRUCTURE
f j
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
FOOTING, SEE
MAY NOT BE COVERED.
3 1n• SLAB
MAYBE USED
MAX PROD.
SCHEDULE
SEE SCHEDULE -11
LENGTH OF STRUCTURE VARIES
'c
ILII 3 1!2' SLAB
!W
I acc rua i uc i75
sFFra@�gC/NG
NOTE: EACH COMPONENT IS INTER-
TO ESN. USED
F
CHANGEABLE WITH ANY OTHER sF T ,
FOOTING, SEE
3 1n• SLAB
MAYBE USED
COMPONTENT UNLESS OTHERWISE SHOWN. t1&
F
SCHEDULE
NOTE: EACH COMPONENT IS INTER- j044T
TO CONSTRAIN
FOOTING, SEE
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
CHANGEABLE WITH ANY OTHER SEPT A
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN. ��F
REVISED BY:
SCALE: NTS
SEE SCHED. FOR FOOTING CUBE SIZE
90.100 8110 MPH
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN LATTICE
STRUCTURE
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LonD .
L 1,
PATIO COVER SYSTEM AS MFG. BY:
DATE: 412641011
OPEN LATTICE
10, 20 30
DURAIUM PRODUCTS, INC.
1(916)452-7021
IAPMO ERp 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES
HORIZ. WIND -
8269 ALPINE AVE.. SACRAMENTO. CA 95828
REVISED BY:
RANCHO CUCAMONGA CA (851) 741-2107
90.100 8110 MPH
FAX 403.1519 aelee®dumfum.com
SHEET 3 OF 33
I SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
.25" I _ 67" T=SEE TABLE BELOW 43_5. 40" 17
0"'+ �f--L40" �1
2.46 I 1705"
.3254
.40
1. .40 0"3.0 4.50" 4.50'TI4.50" 4.5 3.00"
"
24.00"
ALUM. ALLOY 3004-H36 OR EQUAL
24" TRI -V- PAN (SEE NOTE 1 BELOW)
Lt.=
(PSF)
PANEL"T"
(IN.)
90 MPH SPAN
100 MPH SPAN 1
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
EXP.0
.018
11'-9"
10'-0"
11'-9"
9'-7"
101-8"
8'-8"
10
.024
13'-9"
12'-7"
1 T-9"
11'-3"
12'-6"
10'-3"
032
032
15'-1"
14'-6"
15'-1"
13'-0"
14'-5"
11'-9"
20'-11'
.018
9'-8"
91$-
9,-0-
9,-7-
9,-0-
.020
20
.024
11'-6"
11'-6"
11-6"
11'-3"
11'-6"
i
10'-3"
12'-10"
032
13'-4"
13'-4"
13'-4"
13'-0"
13'-4"
11'-9"
15'-5"
.018
8'-5"
V-5"
V-5"
8'-5"
8'-5"
8-5*
30
.024
10'-0'
10'-0'
10'-0'
10'-0'
10'-0'
10'-0'
10'-4"
.032
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
12" x 3 1/2"W PANEL (SEE
DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAp . PATIO COVER SYSTEM AS MFG. BY:
DATE: arz8rzOt 1 10. 20 & 30 pst DURALUM PRODUCTS, INC.
IAPMO ERN 0785 SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS HORIZ. WIND 8289 ALPINE AVE., SACRAMENTO, CA B5B28
REVISED BY:
NOTE 1 BELOW)
L.L =
(PSF)
PANEI.7'
(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
15'-7"
15'-7"
15'-7"
15'-7"
15'-7"
14'-1"
032
18'-8"
18'-8"
18'-8"
18'-8"
18'-8"
17'-3"
.040
20'-11'
20'-11"
20'-11"
20'-11"
20'-11"
19'-9"
P2�O
.020
11'-10'
11'-10"
11'-10"11'-10"
11'-10"
11'-10".024
12'-10"
12'-10"
12'-10"
12'-10"
12'-10"
12'-10"
.032
15'-5"
15'-5"
15'-5"
15'-5"
15'-5"
15'-5"
.040
17'-3"
17'-3"
17'-3"
17'-3"
17'-3"
17'-3"
30
020
10'-4'
101-4"
10'-4"
10'-4"
10'-4"
10'-4"
024
11'-2'
11'-2"
11'-2"
11'-2"
11'-2"
11'-2"
.032
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
[7040
15'-1"
15'-1"
15'-1"
15'-1"
15'-1"
15'-1"
1(916)452-7021
RANCHO CUCAMONGA, CA (951) 741-2107
70, 90 & 110 MPH
FAX 403-1519 sales@dursl
SHEET 4 OF
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
z 6.s• pEES ... 3"
—c.5'
�--•�I 3.0" 8.0'
MAX I 2• 1
Q +�
.042"
—� 032') .03Y
ALUM. ALLOY 30 2 3 NO 37, �4 • 1 •042' ALUM. ALLOY 3004•H36
OR EQUAL / OR EQUAL
7k SEE NOTE BELOW ALUM. ALLOY 3004-H36
1 i OR EQUAL *SEE NOTE BELOW
z 2 X 6 1/2- RAFTER _ DBL. 2 x 6 1/2" RAFTER u 3 x 8" RAFTER
L.L.= 'T" a 90 MPH 100 MPH 1 0 MPH L,L,= "T" a 90 MPH 100 MPH 110 MPH Ll 'T" < 90 MPH 100 MPH 110 MPH
(PSF) (IN.) N o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) y o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) EXP, B EXP.0 EXP. B EXP.0 EXP. B EXP.0
16" 12'-2' 12'-2" 12'-2" 11'-10- 11'-10" 11--5" 16" 17'-3" 1T-3" 17'-3" 16'-8° 16'-8" 18'-1- 042 16 24'-6" 23'-5" 24'-0' 22'-8" 23'-5- 21'-10'
.024 .024
24" 9'-11' W-11" 9'-11" 9'-8" 9'-8- 9'-3- 24- 14'-1" 14'-1" 14'-1" 13'-7" 13'-7' 13'-2" 1024" 20'-0" 19'-1- 19'-7" 18'-6" 19'-1" 17'-10"
1 —T-1
6' 16'-3' 16'-3" 16'-3" 15'-9- 15'-9' 15'-2' 16" 23'-0" 23'-0" 23'-0" 22'-3' 22'-3" 21'-6"
10 .032 10 .032 - - - -
24" 13'-3' 13'-3" 13'-3' 12'-10' 12'-10' 12'-5' 24° 18'-9' 18'-9' 18'-9" 18'-2" 18'-2" 17' 6"
042 16" 21'-4" 21'-4' 21'-4' 20'-8' 20'-8" 19'-11' 042 16" 30'-2" 30'-2" 30'-2" 29'-3" 29'-3' 28--2- 042 16' 1T-9- 17'-9' 17--9` 17'-9- 17--9- 17'-7"
24" 17'-5" 17'-5" 17'-5' 16'-10" 16'-10" 16'-3" 24" 24'-7' 24'-7" 24'-7' 23'-10" 23'-10" 23'-0" 24" 14'-6" 14'-6" 14'-6" 14'-6" 14'-6" 14'-4"
.024 .024 * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT
24" 8'-10" 8'-10" 8'-10" 8'-10' 8'-10" 8'-10" 32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
16" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3- 10'-3" 16" 14'-0" 14'-6- 14'-6" 14'-6" 14'-6° 14'-6' 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
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"
16" 13'-5" 13'-5" 13'-5" 13'-5" 13'-5" 13'-5" 16" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0' 19'-0"PROJECTION—
.042 .042 O.H. SPAN
24" 11'-0" 11'-0" 11'-0- 11'-0- 11'-0' 11'-0` 15--6" 15'-6- 16-6' 15'-6" 15'-6"
TRIBUTARY
WIDTH
TABLE
LIVE LOAD -
- CLEAR SPAN
(FT.)
DATE: 4/28/2011
10.20630psf
O.H.
6 7 1 8
9 1 10
11 12
13
14 15
20
17
18
19
20
21
0
3 4 4
5 5
6 6
7
16"
9'-4"
9'-4"
9'-4"
9'-4"
9'-4'
9--2-
1'
4 5 5
16'
13'-2'
13'-2"
13'-2'
13'-2'
13'-2-
13--0-
11
11
12
2-
5 6 6
7 7
8 8
9
9 10
10
.024
11
.024
12
13
3'
-
-
-
-
-
-
24°
7'-7"
T-7-
7'-7'
7'-7'
7'-7"
7-6"
24"
10'-9•
10'-9"
10'-9•
101-9•
10'-9-
10'-7
14
14
1 15
5-
- - -
- -
11 11 1
12
1 12 1 13 1
13 1
14
14
15
.032
16"
12'-5"
12'-5"
12'-5"
12'-5"
12'-5'
12'-3"
.032
16-
17'-7"
17'-7"
17'-7-
17'-7-
17'-7'
1 17'-4"
.042
16"
14'-7'
1 14'-7"
14'-7"
14'-7"
14'-7"
14'-7"
20
20
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°
24"
11'-11"
11'-11"
11'-11"
11--11"
11'-11"
11--ii-
1 30
16'-4-
16'-4'
16'-4"
16'-4'
16'-4"
16'-1"
16'
23'-1"
23'-1"
23'-1'
23'-1'
23'-1'
22'-9"
.042
.042
.042
-
-
-
-
-
-
24-
13'4`
13'11° 1
13'4'
13'4"
13'4'
13'-2-
24`
18'-10-
18'-10"
18'-10-
18'-10-
18'-10-
18'-T
16"
_
-
-
-
-
-
16"
10'-10"
10'-10"
10'-10'
10'-10"
10'-10"
10'-10"
.024 .024 * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT
24" 8'-10" 8'-10" 8'-10" 8'-10' 8'-10" 8'-10" 32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
16" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3- 10'-3" 16" 14'-0" 14'-6- 14'-6" 14'-6" 14'-6° 14'-6' 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
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"
16" 13'-5" 13'-5" 13'-5" 13'-5" 13'-5" 13'-5" 16" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0' 19'-0"PROJECTION—
.042 .042 O.H. SPAN
24" 11'-0" 11'-0" 11'-0- 11'-0- 11'-0' 11'-0` 15--6" 15'-6- 16-6' 15'-6" 15'-6"
T
RIBUTARY TRIBUTARY.
WIDTH 1/2 SPAN + O.H.
T
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY
WIDTH
TABLE
LIVE LOAD -
- CLEAR SPAN
(FT.)
DATE: 4/28/2011
10.20630psf
O.H.
6 7 1 8
9 1 10
11 12
13
14 15
16
17
18
19
20
21
0
3 4 4
5 5
6 6
7
7 8
8
9
9
10
10
11
1'
4 5 5
6 6
7 7
8
8 9
9
10
10
11
11
12
2-
5 6 6
7 7
8 8
9
9 10
10
11
11
12
12
13
3'
- 7 7
8 8
9 9
10
10 11
11
12
12
13
13
14
4-
- - -
9 9
10 10 1
11
1 11 1 12 1
12 1
13
13
14
14
1 15
5-
- - -
- -
11 11 1
12
1 12 1 13 1
13 1
14
14
15
15
1 16
T
RIBUTARY TRIBUTARY.
WIDTH 1/2 SPAN + O.H.
T
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: E.N.
TOM CAMPBELL ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
DATE: 4/28/2011
10.20630psf
DURALUM PRODUCTS, INC.
IAPMO ERN 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
HORIZ. WIND -
8269 ALPINE AVE., SACRAMENTO, CA 85626
i(OlS)452-7021
REVISED BY:
RANCHO CUCAMONOA, CA (931) 741.2107
90.100& 110 MPH
FAX 403.1519 seleo®dumlumeom
SHEET 7 OF 33
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT = 10' 1 MAX. HEIGHT C = 10'
3.00" SQ.
3.00"SQ. .024"#10 SMS 3.00" SQ.
032" @24"O.C. yJ1.00Qf
EA. SIDE
6.5" 3, O 5"
�CII� .14"R 40" ALUM.
032" TYR 048"STEEL
O5/8" PLASTIC PLUG •28" OF OE
3" SQ. ALUM. POST MAG POST
3" SQ. ALUM. POST -
WITH SIDE PLATES OD 3" SQ. STEEL POST 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 SI ALUM. ALLOY 6063-T6
ALUM. ALLOY 3.00" OR
6063-T6 -- — 240 /ir
1.375"
75"
1.60"
1.5
INSTALL 1Y," x 1V x Ya" HDG •090" TYP.
WASHER PLATE AT ANCHORS
FOR 110 MPH
ALUM "T' BRACKET
q 7/16"t2
FORS
ASTM GRADE 36 STEEL
(INSTALL 1Y2" x 1Y:" x Ya' HDG
(WASHER PLATE AT ANCHORS
USE FOR 3"
POST ONLY
(12- 5/1
O=3"SO.xt-.188"
H=3'SQ.xI=.250"
1=3'SQ.xt=.313"
J=4"SQ.xl=.188"
K =4"s .xt=-.250"
= t.
3.0" OR 4.0'
SQUARE
STEEL POST
ASTM A500 GRADE B
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
1-7/16"0 HOLE
8 2-3/8" HOLES
TYP. EA. SIDE
STEEL "T" BRACKET (5 )
ALUM.ALLOY
6063-T6
"H" BRACKET
r
R,
N
x
Lu
(4}SDS 25412
3"x W ALUM. RAFT. BRACKET I
3"x 8" ALUM. HEADER
HEADER BRACKET ( 7
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
DATE: 4/28Q011
COLUMN /
10.20 8 30 pal
DURALUM PRODUCTS, INC.
IAPMO ER/10195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST TYPES
HORM WIND •
8269 ALPINE AVE., SACRAMENTO, CA 95829
REVISED BY:
RANCHO CUCAMONGA CA (951) 741-2107
90, 100 8 110 MPH
(918) 452-7021 FAX 40}1519 eatesQdurdlum.com
SHEET 8 OF 33
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36 1 50" WALL FASTENERS 07 2,740"
.OB SEE TABLE 300'
1.5 " 633'
1= 0.04" 010"x90' .202" 25'R 05
DIA. 014 SMS Q PANEL
(2) LOCKS OR #8 SMS T=.080"
N .563" 261• a7 EA CONTACT 5" WALL FASTENERS
1O c WALL cn 20 SEE TABLE
" w FASTENERS CONTINUOUSA-RAIL
ALUM.ALLOY ROOF PANEL 3 WHERE OCCURS)
SEE TABLE 6063-T6
O ALUM.ALLOY APPROVED 3" OR 4'
A.06,11—LiO u~i 8083-T8 ALUM.ALLOY INSUL ROOF PANEL
1.75" 414 SMS ® EA CONTACT 6063-T6
ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION O
I.R. HANGER
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET.
ALUM. PANEL 2X OR—/
3x ALUM. RAFTER
FASCIA BOARD -
ALLOWABLE PROJ.
FASTENERS, SEE TABLE
A34 FRAMING ANGLE
r SEE TABLE
L -EXIST. EAVES, RAFTER
EXISTING EAV
OVERHANGT"
(24" MAX.)
EXISTING EAVE CONNECTION
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 L LL=20 L LL=30 LL=10 LL=20 LL=,
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'-8"
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
Ix
AESDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX.
U.10
B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX.
IZi1�
C=SDS25412 AT EACH STUD, 16' O.C. MAX.
inNwa
D=3/8"0 x 4" LAG SCREW AT EACH STUD
LLy�
'E=3/8"0 x 1 1/8" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
8'-10"
"F=3/8"O x 1 1/8" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
2'-0"
'HILT[ QUICK BOLT STAINLESS STEEL SEE NOTE 26, SHEET 1
EXIST. RAFTER
DRAWN BY: E.N.
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG(L)
LL=10
LL=20
LL=30
2" x 4"16"
O.C.
V-6'
18'-8"
18'-8"
14'-2"
2'-0"
14'-0"
12'-8"
9'-7"
FULL OR
9 OF 33
24" O.C.
EACH 7116'0 x 3 1/2" LAG SCREWS L.L?20 AND 30 psfR
12'-5'
11'-8'
8'-10"
2"x 6"1'-6"
2'-0"
9'4"
7'4"
5'-7"
NOTCHED
2"x6" FULL OR
2"x8" NOTCHED
24" O.C.
2'-0"
19'-11"
1914"
14'-8"
2"x8' FULL OR
2"x10" NOTCHED
24" O.C.
2'-0"
31'-11"
31'-11"
25'-0"
NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15psf RLL=20psf
EXISTING LUMBER AT OVERHANG: #20 DF -L.
1 INCH MAXIMUM NOTCH AT WALL.
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#/3O#L.L.-(2)#14 SMS EA SIDE
U -BRACKET
_ '+3/4" OR 1 1/2"
I I 2" x 61/2" OR
5' MIN. 3" x 8' ALUM.
RAFTER
3/4' OR 1 1/2-
1.(
#14 SMS T&B
AT 12" O.C.
1 1/4'
YP.
NOTE: PROVIDE WATER
PROTECTION, METAL FLASHING
CAUCK JOINTS AND SLOPE
r— TO DRAIN
DRAWN BY: E.N.
' I
FOR SPAN SEE ALLOWABLE
LIVE LOAD •
ATIO COVERS STEM AS MFG. B
IAPMO ERN 0195
DECK/RAFTER SPAN TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
EXISTING WOOD STUD FRAMING
GTH
'
RANCHO CUCAMONGA. CA (951) 741-2107
2"s OR las LEDGER
90, 1006110 MPHSHEET
2 EACH 1/4"0 x 3-1/2' LAG SCREWS L.L.-10 psf .2
9 OF 33
EACH 7116'0 x 3 1/2" LAG SCREWS L.L?20 AND 30 psfR
r(34x3W S
W40 314(2-
MIN, PENETRATION INTO
PATIO COVER
EXISTING WOOD STUD)
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING
NOTE:BRACKET
SEE aFOR ATTACHMENT NOTE: PLACE "SIKA
14 MATERIAL BETWEEN BRACKET AND COMP.
MAY BE MOUNTED
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL
BELOW RAFTER W/
SAME CONNECTION'S.
WALL CONNECTION O
O BRACKET
CONNECTION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
HANGER CHANNEL
LIVE LOAD •
ATIO COVERS STEM AS MFG. B
IAPMO ERN 0195
DATE: 4126/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
10, 20 8 30 psf
HORIL WIND •
URALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
ID
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENTS
90, 1006110 MPHSHEET
(918) IS2.702/ FAX 403-1819 asle�durelum.com
9 OF 33
COLUMN/ POST TYPES
& SURFACE
MOUNT
AND
EMBEDMENT DETAILS
FOOTING SIZE
SINGLE POSTS
EMBED.
18" 18" SQ. 12"
ALUM .TBRACKET USE WITH
20"
21" SQ.
12"
23" 8 24' CUBE
(2)-112"0
31/4"
T' BRACKET
I
POST TYPE B,C,O.OR E.
25"- 30" CUBE
(4)-112"0
STEEL POST ONLY:
24" 28" SQ. 20"
26"
32" SQ.
3 -SQ. POST W/
31'- 34" CUBE
STEELTBRACKE7 USE WITH
POST TYPE B, C,D.E.F,G,H,J OR X.
4"
i
I
USE POST TYPE
F. G, H, J OR K
(3 5/8.0 BOLTS
FOR POST TYPE J _
35'- 39" CUBE
(4)-3/4"0
(2}#12 SMS EA
3"SQ. POST SIDE OF POST OR
3"SQ. POST
USE (z e"0 HILTI
USE (2 T'BRAC MILT)
43" SQ.
I
40' - 42' CUBE
_
4 5
34"
1/4" M.B. THROUGH
1
32"
KWIK BOLTS OR EQUAL
STEELTBRACKET:
1/2 DEPTH OF
i i
( }BOLTS
FOR
16"INSERT
• CUBE FOOTING W/4' SLAB
POST
USE (,I..0 HILT KWIK
OR
FOOTING OR
FO
I
ALL OTHER
I X .188"
(2}1/4'0 POWERS WEDGE-
SEE NOTES BELOW
BOLTS OR EQUAL
MIN.
I
CONDITIONS
4 S
ASTM A
6
BOLTS+, OR EQUAL, EACH
2 W EMBEDMENT DEPTH
STEEL
BRACKET TO SLAB.
FOR KWIK BOLTS)
"• I �'
w
'
T.O.C.
MINIMUM DISTANCE TO
I
EDGE OF SLAB = 4" OR
' f�
� u�
BAS P
TO CRACK - 10"
C
• .
W �
ASTM A572 STEEL
(1 %" MIN. EMBEDMENT)
v
''• ' =�'
a
DE TH n
(1 1/2"OM.B,
}
i 4t� :�•
_ S
SLAB SHALL BE IN
-'� -'}'•'fN"'
^ GOOD CONDITION
a POURED CONCRETE"
FOOTING SEE NOTE
LONG, 1•
FROM END
�L� "•'.'
i • • '
�;.'
H ui7
O W
3' SQ.
;E;4
OF POST
;i
z
OR FLU
3 1/2" MIN.
FOR SIZE
SEE FOOTING
POURED
SQUARE, SEE FTG.
OR 4' S
tJ
SCHEDULE QUARE
CONCRETE
SCHEDULE IN BEAM
IN BEAM SPAN TABLE
FOOTING
SPAN TABLE
SLAB
3"SQ. POSTS TO CONC. FOOTING OINTO
SQUARE POST EMBED.EXISTING
O
FOOTING
e" 11/2'
ATTACHED
ALTERNATE FTG.
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
CUBE SIZE
SO. 18" DEEP
• CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18" 18" SQ. 12"
BOLTS
20"
21" SQ.
12"
23" 8 24' CUBE
(2)-112"0
31/4"
22"
25" SQ,
16"
25"- 30" CUBE
(4)-112"0
31/4*
24" 28" SQ. 20"
26"
32" SQ.
23"
31'- 34" CUBE
(4)-518.0
4"
28"
35" SQ.
25'
35'- 39" CUBE
(4)-3/4"0
4 3/4'
30" 39' SQ. 28'
32"
43" SQ.
30"
40' - 42' CUBE
(4)3/4.0
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."
38" 55" SQ. 37'
40" 60" SQ. 39"
42" 64" SQ. 41"
44" 69" SQ. 43"
• CUBE FOOTING W/4' SLAB
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED
NOTES:
1. DO NOT USE ALUM. T
BRACKET WITH 3X8 BEAM
W/INSERT, MAG BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE.
2"X3b'X5WAT
STEEL'r BRACKET,
3. POST TYPE F
DO NOT USE STEEL=
BRACKET W17'1 -BEAM,
WELDED STEEL BASE PLATE
Q
BASE PLATE SCHEDULE
MMOUNT
PLATE SIZE
MAYBE USED WITH POST TYPE, SEE SHT. 9
9" SO. x 5/8' 1
B. C. D. F. G. S H
DATE: 4126/2011
SCALE: NONE
FREESTANDING
BASE PLATE ANCHOR
suRFAACE 10.20
AND EMBEDMENT
BASE PLATE
ANCHOR BOLTS (SIZE d TYPE)
9"x9"x 5/8"
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH)
REVISED BY:
DRAWN BY: E.N.LNE
TOM CAMPBELL 8 ASSOCIATES, INC..
MMOUNT
LOAD
PATIO COVER SYSTEM AS MFG. BY:
PMO ERp 0199
F
DATE: 4126/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
suRFAACE 10.20
AND EMBEDMENT
8 3o psr
HORIZ. WIND -
DURALUM PRODUCTS, INC.
6269 ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-7021
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
90. 100 8 110 MPH
FAX 403.1519 eelesQEurslum.com
SHEET 10 OF 3
1.79"
2.57"
2.08"
r
038" R.F. GUTTER
FASCIA -ALUM. O
ALLOY 3004-H36 A
6.5" ROLLFORMED
W-1
SPLICE
WHERE
OCCURS 4"
070"
TYP.-11
ALUM.ALLOY
6083-T8 O
F
4" I -BEAM
3°
--+►
*—.042"
8"
ALUM. ALLOY 3004-H38 O
OR EQUAL
3 x 8 BEAM WI STL. INSERT
HEADER BEAM TYPES & ATTACHMENT DETAILS
GUTTER EXT. CLIP
SPLICE WHERE
OCCURS —�
4.6"
T 065,
2.04'
TYP.
F_— 2.r —j
ALUM.ALLOY O
6063-T6 B
4.5" GUTTER
4"
A,'lupw
rf N
SPLICE `
OCCURS
ALUM. ALLOY
8083•T6 O
7" I -BEAM G
�M��
.042"
-i -F—
I I -T
ALUM. ALLOY 3004-1438
OR EQUAL
- DBL. 3 x 8 BEAM 0
SPLICE WHERE
OCCURS
065•
TYP.
SPLICE WHERE
OCCURS
ALUM. ALLOY ALUM. ALLOY
6083-T6O 6083-T6
MAG. GUTTER
2" 6.5"
7 T
024"
-:032'
.042"
ALUM. ALLOY 3004-H36 OR EQUAL
J
2 x 6 RAFTER
MAX —1 3' B.
.042°
F i
ALUM. ALLOY 3004-H38 _T
OR EQUAL
DBL. 3 x 8 BEAM O
W/ DBL. 3 x 8 STL. INSERT
MAG BEAM O
� MAX. 2" � r 8.s
032°
ALUM. ALLOY 3004H36 OR EQUAL J
3.00" SO.
14"R "
TYP. .048..
28"
ASTM A653 GRADE 40
E
3" SO. STEEL BEAM
3.0'
-+- .042"
8.0"
ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 2 x 6.5 BEAM 1 3 x 8 BEAM
0
1F 25* -
I 145°
.375"
T"14 GA Tn0.125'
7.8 5° ASTM A1153 GRADE 50 6.856°
ALUM. ALLOY 8083 -TB
I II 625° --I L.375"
--- 12.875' F-- I-1.75"-4
3 x 8 BEAMO I 7" I -BEAM "C" O
STEEL INSERT SPLICE/ INSERT
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD"
PATIO COVER SYSTEM AS MFG. BY:
DATE: 4/28/2011
I
10, 20 a 30 Per
DURALUM PRODUCTS, INC.
IAPMO ERM 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
HORIL WIND
8269 ALPINE AVE., SACRAMENTO, CA 95528
1(918)452-7021
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
90, too a tto MPHSHEET
FAX 403.1519 eelea(�Aioelum.com
11 OF 33
SPLICE DETAILS 11 BEAM TO POST DETAILS 12
SIMPLE SPLICE FULL MOMENT
9" I I 24" I
I I ; I
BOOST .s. II #12 S.M.S. II
TYP. THICKNESS =.035' (24 TOT TYP. THICKN"
6.38' = .035"
II � II
+ + + ++ + + + + ++
ALUM. ALLOY 3004-1-136 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WHERE 4„
OCCURS j
.070°
ALUM. ALLOY
6063-T6
4" I -BEAM 3'-0"
MOMENT CSPLICE
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
6083.76
7" I -BEAM
MOMENT C -SPLICE
No
(2)#10 S.M.S.@ EA.
VALLEY, TYP.
v R
Iv in
vE
L_� NOTCH I -BEAM FLANGE
I -BEAM ALUM ALLOY AS NEEDED TO CLEAR
(6081-T6) ALTERNATE I I SO. POST.CONNECT WEB
STL. C-BEAMJJL__,A_jTO POST W/(2)-1/2'0
THRU-BOLTS
SO. POST
1 BEAM TO POST CONN.
#12 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ 8'O.C.
MAX. STAGGER IN BEAM
PANEL
4"x3' ALUM. "I" BM. OR /� (4}1/4.0 M.B. BEAM
7x4' ALUM. "I" BM. J ' ,f—TO BRACKET
2- 3/8'0 M.B. THRU STL. "1'
BRACKET TO POST.
POST, SEE SCHEDULE --- —r—
ALTERNATE BEAM TO POST CONN.
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD „
PATIO COVER SYSTEM AS MFG. BY:
1. 5"
O
O 0
O 0
DATE: 4126/2011
BEAM
10.20 8 30 psi
DUPRODUCTS, INC.
16" 1"
3�.0^
SCALE: NONE
MOMENT C -SPLICE
No
(2)#10 S.M.S.@ EA.
VALLEY, TYP.
v R
Iv in
vE
L_� NOTCH I -BEAM FLANGE
I -BEAM ALUM ALLOY AS NEEDED TO CLEAR
(6081-T6) ALTERNATE I I SO. POST.CONNECT WEB
STL. C-BEAMJJL__,A_jTO POST W/(2)-1/2'0
THRU-BOLTS
SO. POST
1 BEAM TO POST CONN.
#12 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ 8'O.C.
MAX. STAGGER IN BEAM
PANEL
4"x3' ALUM. "I" BM. OR /� (4}1/4.0 M.B. BEAM
7x4' ALUM. "I" BM. J ' ,f—TO BRACKET
2- 3/8'0 M.B. THRU STL. "1'
BRACKET TO POST.
POST, SEE SCHEDULE --- —r—
ALTERNATE BEAM TO POST CONN.
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD „
PATIO COVER SYSTEM AS MFG. BY:
DATE: 4126/2011
BEAM
10.20 8 30 psi
DUPRODUCTS, INC.
IAPMO ERN 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
gpLICE DETAILS
HORIZ WIND
IN
9289 ALPINE AVE., SACRAMENTO. CA 95828
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
90, 100 & 110 MPH
(919) OS2.7021 FAX 403-1519 ealea@dureNm.com
SHEET 12 OF 33
2-014 x 1R• S.M.S. EACH SIDE OF 3-
AL POST 4-TOTAL1
ALTERN T 1/4'0 BOLT W/ WASHER
EA. SIDE OF 3• SO. POST
LL -In
+ .10'
O
+1
2.3s•
3.90. POST
/
24114 x 12• S.M.S. EACH SIDE OF 3'
SO. POST (4 -TOTAL)
ALTERNATE: 1/4.0 SOLT W/ WASHER
EA. SIDE OF 3• SO. POST
3.00' 3• SO. POST
OR .240'
1'-0"
GUTTER FASCIA
2'-0"
6 - #14 SDS
MAG BEAM 1
3"SQ. STL. BEAM
3• SO. POST
.�
DATE:4/26/2011
BEAM TO POST
ALUM. ALLOY 3105-H25
DURALUM PRODUCTS, INC.
1.50" 1.50"
.28"
IAPMO ERN 0195
18
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHMENT
HORIZ. WIND a
1 1/2" SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-H25
REVISED BY:
.28" � �3- 2.
90. 100 & 110 MPH
(916) 452-7021 FAX 403-1519 salas@duralum.cam
SHEET 13 OF 33
2"x3" LATTICE TUBE
BEAM TO POST CONNECTION DETAILS
' x 8" x.042" BEAM,
' SQ. STEEL OR
AG BEAM.
(4)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT: 16
X 3" ALUM. OR
TEEL POST
H - BRACKET TO POST
#8 x 2 "SMS, 2 1/2'
1 1/2" SO., 2" SQ..
OR 2'x3• LATTICE
@ 3" O.C. MIN.
" TO 6"O.C. MAX.
"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. @12'O.C.
FASCIA
6 1/2"x2"x.024
RAFTER
No.
1
FASTENER TO FASCIA - SEE TABLE
— FASTENER TO RAFTER TAILS - SEE TABLE
isr— OPTIONAL LATTICE TUBES
00 I
0 0 GROUP FASTENER 6112-
00 l
ALUM. BRACKET X
2" 1 1" 1 "L" SEE TABLE
RAFTER "TAIL" TO GUTTER 15
(4) - #14 x 3/4" TEK SCREWS
BRACKET TO RAFTER
[ (4) - #14 x 3/4" TEK SCREWS) #10 x 3/4" TEK SCREWS
17 BRACKET TO BEAM 18
LATTICE TUBE TO RAFTER 1 "U" BRACKET - RAFTER TO BEAM
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD.
PATIO COVER SYSTEM ASM G. BY:
DATE:4/26/2011
BEAM TO POST
10, 20 & 30 Psf
DURALUM PRODUCTS, INC.
IAPMO ERN 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHMENT
HORIZ. WIND a
8269 ALPINE AVE.. SACRAMENTO, CA 95829
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741.2107
90. 100 & 110 MPH
(916) 452-7021 FAX 403-1519 salas@duralum.cam
SHEET 13 OF 33
DOUBLE RAFTER CONNECTION DETAILS BEAM TO POST CONNECTION
JBEAM SPLICE TO
Y OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
yam' FES�j` I POST. NOT PERMITTED
1 1/2" OR 2"LATTICE #8 S.M.S. �' 2 -POST UNITS PLUG WHERE
ALTERNATE 1/2" � Qa 1•1,y'*c+ 6 SCREWS I @ SCREW IS INSIDE
DOUBLE RAF ER- PER SIDE I
BOLT CONNECTIO PLAN 2 j r�,1 ,5" #14 SMS MAY
ALTERNATE: �u 3'E)48 +– �1� BE USE AS
4-#14 S.M.S. EACH 37 3.5" 3.5" ALTERNATE TO
RAFTER TO COL. 3.5" 3.5" 1/4"0 BOLTS
CONNECT. (8 -TOT.)
1 _ _ 8" BEAM
1
4.5°
3"x 3"STL.POST (24")° \ ALTERNATE:
INSERT ATTACHED OR (2}2x6.5' OR
3"x 3"STL.POST COLUMN (2}3"x8"HEADER
FOR FREESTANDING 14-
(2) -1/2 -BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 8
6414 SMS I
EACH SIDE I I 6 1/2" SIDEPLATE EA.—u
SIDE SEE POST SCHED.
#14 SMS EA. SIDE
TOP, MID HEIGHT 3"SQ. POST BETWEEN SIDE PLATES
AND BOTTOM.
BEAM TO POST CONNECTION 21
POST SCHEDULE
D3" SQ. x.032" + (2)-2" x 6 1/2" x .024" 3" SQ. x .032" + (2)-2" x 6 1/2" x.032"
W/ (6)-#14 S.M.S. EACH SIDE. 72 W/ (6}#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
#8 S.M.S. EACH SIDE
LATTICE 1 1/2" OR 2"
EXISTING
SHEATHING 2'x6Vx0.024"
LOAD
ALUMINUM MEMBER
WITH WOOD FILL OR
IAPMO ER# 0195
3 ! 2'x6" NOMINAL LEDGER
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
(NEW OR EXISTING)
2"x6.5" OR 3"xB" RAFTER
N
ALTERNATE: 1/2" BOLT
x i
w
ALTERNATE:
i;1 (2) SIMPSON SOS25600
(2)- #14 S.M.S. EACH RAFTER
CONNECTIONS
TO COLUMN CONNECTION
8269 ALPINE AVE., SACRAMENTO, CA 95826
(4 -TOTAL)
REVISED BY:
– ALTERNATE:
(2)- 24.5" OR (2)-3"x8" HEADER
aS EXISTING
ALTERNATE:
1' STUCCO OR EQUAL
3"0"0.024" (1) - 1/2" BOLT OR
2.5" PENE. INTO EACH WOOD STUD
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
EXIST. STUCCO / LEDGER
STUB COLUMN TO DOUBLE HEADER CONN. 20
ATTACHMENT DETAIL 22
DBL. 3"X8"X.042 BEAM
OR DBL. 2"X6.5"X.032" BEAM
�—
5/8"0 ACCESS HOLE!
INSTALL 6 - #14 X %"
3" SO. POST LONG SDS aQ EACH
HEADER TO COLUMN
(12 FASTENERS PER
CONNECTION)
DOUBLE HEADER TO
COLUMN DETAIL 23
DRAWN BY: E.N. TOM CAMPBELL & ASSOCIATES, INC.
LOAD
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ER# 0195
DATE: 4rt8rz011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
LATTICE
,LIVE
10, 20 & 30 psi
DURALUM PRODUCTS, INC.
SCALE: NONE
CONNECTIONS
HORM WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
90, 100 & 110 MPHSHEET
(618)452.7021 FAX 403.1518 eslssQOurelum.com
14 OF 3
1 10# L.L. 90 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.
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 FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
DRAWN BY: E.N.
3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM 3"x8" BEAM WINSERT DBL. 3"x8" BEAM
LIVE LOAD -
(X
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
>-
MAX.POST
FREESTAND
ATT.
MAX.POST
7 o
MAX.COL.
FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT, FREESTAND 'ATT. MAX.POST FREESTAND ATTACHED
MAX.POST
5
m -
SPACING
SPACING
SPACING
FTG.
SPACING SPACING
MIN. MIN. SPACING MIN. SPACING MIN. MIN.
FTG FTG. FOR DBL. FOR 3" x 8- FTG. FTG. FTC' FTG. FTG. FTC.
m
FTG.
MIN
I-
ON SLAB*
(SPAN)
(IN.)
POST
(SPAN)
(IN.)
POST POST (SPAN) POST (SPAN) POST POST
(IN.) (IN.) 2'x6.5'x.032" BEAM (IN.) (IN.) (IN.) (IN.) (IN.) (IN')
�
TYPE
TYPE TYPE TYPE TYPE TYPE
4'
17'-0"
12-11'-9"
29
G
1416 20'-019,-1"
33
(�
1618 14' 0113'-4" 14-213'-6"
30
(j
1416 26 4'-10"
35
G
1 20 36 35'-1"
39
G
2 23 B
4'
5'
13'-7"
11'-4"
28
G
14 17'-11"
"
32
G
17 12'-6" 12'-8"
29
G
15 23'-3"
34
G
18 32'-11"
37
G
21 B
5,
10'-11"
-
16 17 1
19 11'-11" 12'-1"
17 22'-2"
21 31'-4"
24 E
6'
11'-4"
28
G
15 16'-4"
31
G
17 11'-5" 11'-7"
29
G
15 21'-3"
33
G
19 30'-0"
37
G
21 B
6,
10'-4"
17 15'-7
20 10'-11" 11'-0"
18 20'-3"
22 28'-8"
24 E
7'
9'-8"
10'-1"
27
G
15 15'-2"
31
G
18 10'-7" 10'-8"
28
G
16 19'-8"
33
G
20 27'-10"
36
G
22 B
7'
9'-9"
18 14'-5"
20 10'-1" 10'-2"
18 18'-9"
22 26'-6"
25 E
8'
8'-6"
9'_8„
27
G
16 14'-2"
30
G
18 9'-11" 10'-0"
27
G
16 18'-5"
32
G
20 26'-0"
35
G
22 B
8'
9'-4"
18 13'-6"
21 9'-5" 9'-6"
18 17'-6"
23 24'-10'
25 E
9'
7'-7"
9'-3" "
27
G
16 13'-4"
30
G
19 9'-4" 9'-5"
27
G
17 17'-4"
32
G
20 24'-6"
35
G
23 E
9
9-0
19 12'-9"
21 8'-11" 9'-0"
19 16'-6"
23 23'-5"
26 F
10'
6'-9"
9'-0"
27
G
17 12'-8"
29
G
19 8'-10" 8'-11"
27
G
17 16'=5"
31
G
21 23'-3"
34
G
23 E
10
8'-8"
19 12'-1"
21 8'-5" 8'-6"
19 15'-8"
24 22'-2"
26 F
11'
6'-2"
8' 8"
28
G
17
1719 121 111'-6"
29
G
1 81_5" e-6
28
G
1719 1514,_11„
31'
G
2124 221
34
G
227 E
11
22 8'-1" 8'_2"
21'-2"
F
12'
S'-8"
8-5"
29
G
17 11'-7"
29
G
19 8,_1,. 8,-2"
29
G
17 15'-0"
31
G
21 21'-3"
33
G
24 E
1
,
8'-0"
20 11'-0"
22 7'-9" 7'-9"
20 14'-4"
24 20'-3"
27 F
13'
5'-2„
g,_1"
29
H
18 111-110'-7"
29
H
20 7'_9" 7 -1 0117
29
�-,�
1820 14' 1'3,_9„
30
H
225 20'-59.5"
33
H
2 28 E
1
'
7
20
22 7'-2" -6"
F
4'-10"
7 -g
H
1 10'-810,-2"
30
H
2 7 �"
30
H
1820 13
30
H
2 25 191-8'8,_9„
33
H
228 EF18
7'"30
20
23 '"7-77'-3"
13,_3,.
L4'.
4'-6"
31
H
10'-4"
31
H
20 6'-10" 7'-4"
31
H
1 g 13'-5"
31
H
22 19'-0"
32
H
25 E
1
'
7,-2„
21 9'-10"
23 6'-3" 7'-0"
20 12.10"
25 18'-1"
28 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 FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LATTICE
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
DATE: 4/26/2011
OSTTABLE10,
20630 pst
DURALUM PRODUCTS, INC.
IAPMO ER 0195
.
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
AND ATTACHED
HORIZ WIND -
8289 ALPINE AVE.. SACRAMENTO. CA 95828
1(916)452.7021
SHEET 26 OF 33
REVISED BY:
RANCHO CUCAMONGA, CA (951 741.2107
)
10 # L.L. 90 MPH
90,100 8 110 MPH
FAX 403.1519 aelas@dumtum.com
30# S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
TRIBUTARY
90 MPH
100 MPH
DBL.2"x6.5"x.032" BEAM
DBL. 3"x8"x.042"BM
EXB&C
3"x8"
BEAM w/INSERT
DBL. 3"x8" BEAM
3'-4" SO x
3'-6" SO x
4'-0" SO x
>_
18 DEEP
OR 3"x8"BEAM
18 DEEP
20' OR LESS
4'-0" SO x
4'-7" SO x
EACH w/ A 3"x8" STL. INSERT
>
18 DEEP
MAX.POST
FREESTAND
ATTACHED
MAX POST
FREESTAND
� C)
MAX .COL*
ATTACHED FREESTAND ATTACHED
MAX.POST
ma
MAX.POST MAX POST
FREESTAND
ATTACHED
923
SPACING
ON SLAB *
SPACING SPACING
FOR FOBA3'Mx 6'
(SPAN)
G G
MIN.TOPE
MIN.SPACINGFTG.
N.SPACING
POST(SPAN)
2x6 50 032'
(ING
(NG
TPOST YPE
(IN.)
TYPE
I
TYPE
(N)
TYPE
(NFTG
TYPE (SPAN) (NG. PPSPACINGM06 (NIN
TYPE
4'
6'-2"
8'-4"7'-11„ 8.5"
29
1820
B
11'-i';
32
J
2023
B
15'-6'4,_9"
34
2 C 21
37
J
2528
F
q'
8,_0"
�"
25 E 20.10•
5'
4'-10"
7'-4" 7'-7"
28
J
'10
B
10'-8"
31
21
B
13'-10"
33
23 C 19'-7"
36
J
26
F
5,
6'-7" 7'-2"
21
10'-2"
24
13'-2"
26 E 18'-8"
29
6'
4'-0"
6'-111 6'-11"6-7"
28
J
1922
B
9'-9"9,-3"
30
J
2
B
12'-82,_1"
32
J
2427 C 17'-��'-0
36
J
2630
F
6,
5-6
24
E
7'
3'_6"
5'-3" 6'-5°
28
J
2022
B
9'-0"
30
J
2225
B
11'-9"1
32
J
161
2427 C
35
J
2731
F
7,
q -9" 5'-11"
8,_7"
_2"
E 15'-9"
8'
3'_1"
4'-7" 5'-9"
29
J
2 23
B
8'-5"8.0"
29
J
23
B
10-10,_5•
31
J
25 E 151-14'-9"
34
J
2
F
81
4'_1" 5,_2„
28 E
31
9'
_
a'-1" 5'-2"
30
J
2123
B
7'-117,_7"
30
J
2 2s
B
10' s'
31
J
25 E 14'-7.3'-11^
34
J
2 32
F
9'
T-8.q,_8„
3 8"
-1o.
28 E
10'
-
3'-8" 4'-7"
31
21
B
7'-6"
31
J
23
B
9'-10"
31
J
26 E 13'-10"
33
J
29
F
10'
3'-4" 4'-2"
24
T-2"
26
'-4
9'-4-
"
29 F 13'-2"
32
11'
-
3'-4" 4'-2"
31
J
21
B
7'-2"
31
J
24
B
9'-4"
31
J
26 E 13'-3"
33
J
29
F
11'
3'-0" 3'-9"
24
6'-10"
27
8'-11"
29 F 12'-7^
33
12'
-
3'-1" T-10"
32
22
B
T-11"
32
J
24
B
8'-11"
32
26 E 12'-8"
32EF12'
2'-s" 3'-s^
24
6,_7„
27
8'_6•
29 F 12'-1„
13'
2'-10 3'-7"
33
K
2 25
B
6'-7"
33
K
2 28
B
8'-7"8.2"
33
K
2 E 12
3313'
JK
2 -6^ 3'_2„
6.�"
29 F 11'-7"
F14'
2 -7
33
K
2
B
s -45'-11"
33
K
2 28
B
8'-37'-11
33
K
2 E 11'-9;-2"
33
F
14'
2'�„ 3,_0„
25
^
29 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
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
10' OR LESS
3'-4" SO x
3'-6" SO x
4'-0" SO x
18 DEEP
18 DEEP
18 DEEP
20' OR LESS
4'-0" SO x
4'-7" SO x
5'-0" SO x
18 DEEP
18 DEEP
18 DEEP
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B
-ja FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 & C.
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
DATE: 4/28/2011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 & 30 Par
DURALUM PRODUCTS, INC.
REVISED BY;
RANCHO CUCAMONGA, CA (851) 741-2107
AND ATTACHED
30 # L.L. 110 MPH
HORIZ WIND •
80,100 6 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 85826
(918) 452.7021 FAX 403.1519 ealasOdurelumcom
SHEET 25 OF 33