11-0051 (PAT)P.O.-BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:X11-0000.0.051'
Property Address: '57570 ROSEWOOD CT
APN: 762-240-011-28 -32279 -
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 4469
C&t!t 4
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Applicant: Architect or Engineer:
LICENSED CONTRACTOR'S DECLARATION
hereby affirm under penalty of periur that I am licensed under provisions of Chapter 9 (commencing with.
Section 7000) of Division 3 of the Bu ess an Prof nals Code, and my License is in full force and effect.
License Class: OK License No.: OK
Date: ntractor: VA
OWNS -BUILDER DECLARATION
I hereby affirm under penalty of perjury that 1 am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to -
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
1—) 1, 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.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: 'The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant 4o 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:
ROB KNAACK
57570 ROSEWOOD COURT
LA QUINTA, CA 92253
(
VOICE (760) 777-7012
FAX (760) 777-7011
.INSPECTIONS (760) 777-7153
Date: 1/13/11
Contractor:I�j�
A BERUMEN CONSTRUCTION
PO BOX 1436 . 7
BANNING, CA 92220
J
? A,,"V y f J 1 t
(951) 545-7352 qI 1 �-� f i
Lic. NO.: OK b
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
_ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier EXEMPT Policy Number EXEMPT
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any mtWORKErRS'COMPENSATION
come uNect to the workers' compensation laws of California,
and agree that, e- ) t to the workers' compensation provisions of Section
/ 3700 of the Lao ith comply with those provisions:
Pd plicant:/WARNING: FAILURE TO SECUOMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT ANEMPLOYER 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 informal s correct. I agree to comply with all
city and county ordinances and state laws relating to b ;)ding con ructi nd hereby authorize representatives
of thi ounty toenter upon the above-mentioned prop y for ins ecti oses.
Date: 3 Signa a (Applicant or Agent):
Application•Number . . . . . 11-00000051
Permit . . . PATIO COVER PERMIT
Additional desc .
Permit Fee 72.00 Plan Check
Fee
46.80
Issue Date Valuation
. . .
. 4469
Expiration Date 7/12/11
Qty Unit Charge. Per
Extension
BASE FEE
45.00
3.00 9.;0000 THOU BLDG 2,.001-25,000
27.00
Special. Notes and Comments
336 S.F LATTICE ALUMAWOOD PATIO COVER AT
REAR OF SFD. 2010 CODES.
-------------------_-----------------------------------
Other Fees . . . . . . BLDG STDS ADMIN (SB1473)
- - - - - --
-
1.00
STRONG MOTION (SMI)
- RES
.50
Fee summary Charged Paid Credited
------------------------- ------- -----------------------
Due
Permit Fee Total 72.00 .00
.00
72.00
Plan Check Total 46.80 .00
.00
'46.80
Other Fee Total 1.50 .00
.00
1.50
Grand Total' .. 120.30 .00
.00
120.30
LQPERMIT
Bin #
City of La Quinta
Building Sr 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: 57 S7 b &%o5tN O O L LT
Owner's Name: �� ( k gAA C_ k
A. P. Number:
Address: .s T s ko,;.6 00 4 C I -
Legal Description:
City, ST, Zip: s,A ftZ s3
Contractor: c 2v ntT C 6 fiS r �U
Telephone:
h n e
Address: eJ Oa h4 -4.4 -lb
......................
Project Description: PFT -16 (f6UE7je
City, ST, Zip: 6,dd1V,4qC A g Z Z Z U
' X Z41 L .4
Te t—
Telephone:
le P . Q S Y 73S
X.
.
State Lic. # : g-' q 2G.q (
City Lic.
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
C n
o true
s ti n Type: e: anc
Accu
Y P Occupancy:
S LXXic. ic. #:
Project type (circle one): New Adc'
n Alter Repair r Demo
Name of Contact Person:
Sq. Ft.: f :g 3/6
# Stories:
# Units:
Telephone # of Contact Person:
Estimated Value of Project: 3 O Q Q
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Chec.t Deposit
Truss Calcs.
Called Contact Person
Plan Chec.< Balance
Title 24 Calcs.
Plans picked up
Constructbon
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2"d 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:-
Jr° 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
?L
QoSle=- (tom Zs c- l
_L
.CITY OF LA QUIN-7A
BUILDING & SAFETY DEPT.
APPROVED
OR CONSTRUCTION
DATE 1- 13 ' I BY-9±(-
o
YILO tc
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 at the site
address noted below, with solid roof panels or lattice purlins, as cited in the attached
standard plans identified as Job No. GF07-0674 and containing my professional
engineers stamp and signature, comply with the roof live, snow, wind and seismic loading
requirements cited in the 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.
The standard plans accompanying this letter must properly identify all site-specific
information necessary for plan submittal to the local authority having jurisdiction by
highlighting those structural framing member sizes and details relevant to the patio
cover's construction at the address noted below. All work relevant to the construction of
the approved patio cover must be in accordance with the attached standard plans as
approved by the local authority having jurisdiction.
Please contact me at (951) 741-2107 or at ticampbell(aD-charter.net should you require
additional information.
Sincerely, QAC �. Cgyj �F2
TCO Z 2
cs {— No.37�4 ` m
ZD
31301
Tom Campell, PE * ��-
s� t;{Vil- Q�
�rFOF CA��FQ
Site Information
Owner's NameIti
Address 15-7,5-70 12vs&wyvo C `1—
City/Town �A---
State
4
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
SHEET INDEX : DESIGN LOADS:
SHEET # SHEET TITLE / DESCRIPTION RESIDENTIAL APPLICATIONS • IBC CHAPTER 18, IBC APPENDIX CHAPTER I
AND IRC APPENDIX H. '
T-1 ............
TITLE SHEET 1 DESIGN LOADS
TOM CAMPBELL &ASSOCIATES, INC.
1 ............GE
.GENERAL NOTES
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
2 ............SOLID
PANEL STRUCTURES
DATE: 1111@011
3 ......::....OPEN
LATTICE STRUCTURES
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
4 ............PANEL
SPANS TRI -V & W -PANEL
(SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
5 ............PANEL
SPANS FLAT PAN
DESIGN LOADS
8 ............PANEL
FASTENERS / FAN BEAM
WIND LOA DS: 90 MILES PER HOUR, EXPOSURES B AND C.
7 ............RAFTER
SPANS
100 MILES PER HOUR, EXPOSURES B AND C:
8 ............COLUMN
/ POST TYPES
110 MILES PER HOUR, EXPOSURES B AND C.
9 ............HANGER
CHANNEL AND BRACKET ATTACHMENTS
10 ............COLUMN
SURFACE MOUNT AND EMBEDMENT
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
11 ............BEAM
TYPES
12 .'...........BEAM
SPLICE DETAILS
COMMERCIAL APPLICATIONS - IBC CHAPTER 18.
13 ............BEAM
TO POST ATTACHMENT
14 ............LATTICE
CONNECTIONS
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
15 ............MINIMUM
REQUIRED COLUMNS
18 &17 ......
SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
18&19
SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 100 MPH
20 & 21.....SOLID
POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH
ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT )
22 & 23
SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH
24 & 25
SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 309 LL. 110 MPH
WIND LOADS: 90 MILES PER HOUR, EXPOSURES 8 AND C.
28 ............LATTICE
POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH
100 MILES PER HOUR, EXPOSURES 8 AND C.
27 ............LATTICE
POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 100 MPH
110 MILES PER HOUR, EXPOSURES 8 AND C.
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
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
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
DESIGN ASSUMPTIONS:
32 ............SOLID
POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 90-110 MPH
33 ............INSULATED
ROOF PANEL CONNECTIONS
A. MAXIMUM BUILDING HEIGHT AVERAGE = 19'
8. MINIMUM ROOF PITCH OF EXISITNG RESIDENCE = 5:12
C. MINIMUM 8' PROJECTION D. LEAST BUILDING WIDTH = 30'
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY
INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED
WITHIN THIS ICC -LISTED EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A
BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS
EVALUATION REPORT:
A. TITLE SHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (Ie. SOLID OR LATTICE ROOF, FREESTANDING OR
ATTAOI IEB).
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: 1111@011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERINGHORIZ.
TITLE SHEET
10, 20 & 30 psf
DURALUM PRODUCTS, INC. -
ER-
SCALE: NONE
RANCHO CUCAMONGA, CA 951 741-2107
DESIGN LOADS
WIND =
ALPINE AVE., SACRAMENTO, CA 95928
SHEET T-1
REVISED BY:
( )
0.100&
90,1008110 MPH
(918)452-7021 FAX 403.1519 salssQdurelum.mm
(916
m
C 401
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
(GENERAL M E
..1., -
ON COh1FLIES WITH THE 2009 INTEF
IUM DESIGN LOADS FOR BUILDING;
NAL'' BUILDING CODE; 2009 INTERNATIONAL RESIDENTIAL CODE, 2010 CALIFORNIA BUILDING S RESIDENTIAL CODES, ASCEIBEl
)THER-STRUCTURES AND THE 2008 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 TAO 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.
B. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND
SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER,
6. ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL, EXCEPT WHERE NOTED IN THIS REPORT.
7, ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
S. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3112 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH
OF ZERO TO A MAXIMUM COLUMN LOAD OF 760 POUNDS.
9. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO,
10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 81606.3.2.
IGN CONSIDERATIONS
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS:114 INCH PER FOOT.
12. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. + •,
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET,
14. COVERS ARE DESIGNATED 'RIDGED BUILDINGS" AS DEFINED IN ASCEISEI 7, SECTION 6.8.13.
16, COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCEISE17, SECTION 8.8.7.1.
16. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS"OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.6.13,
EXCEPT WHERE NOTED IN THIS REPORT.
17. THE RATIO (HIP), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
16. 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), r
.i
MATERIAL SPECIFICATIONS:
19. ALTERNATE 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 2,600 POUNDS PER SQUARE INCH.
21. DESIGN VERTICAL SOIL BEARING PRESSURE IS 600 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.
(EQUALS 160 PSFIFT 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-446 GRADE C. STAINLESS STEEL MEMBERS
SHALL CONFORM TO ASTM A653, GRADE 40.
23. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307: HIGH-STRENGTH BOLTS SHALL BE A-37.6. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS.
WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
24. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS WEDGE -BOLT+ STAINLESS STEEL (ICC -ES ESR -2628 FOR CONCRETE AND FOR MASONRY) OR
APPROVED EQUAL.
36. ALL OCREWO Ans OGLV DIULL040 (ODS) OR 3HeEY Nie IAL bt mrvvs 16MSI IN UUNFUHMANUh WI I H IUU-ES EBR 1818 UR ANPHUVEU EQUAL.
28. 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 DRnwN Uv: E.N. u TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD TPATIO
COVER SYSTEM AS MFG. B :
REPORTNUMBER GATE: IA 12011 II 0,28 ;10pclURALUM PRODUCTS• INC.
ES. SCALENONE COM1f\1ERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING GENERAL NOTES HORII. WIND =00 ALPINE AVE.. SACRAMENTO• CA 05826
EVERANCHO CUCAMONGA, CA 1051) 741.2101 00.1068110MPH18) •162.7021 FAX 403.1510 emlosOduralum mm SHEET 1 OF 33
RAFTER, SEEI * SEE SHT:16 F R MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X 6 1/2' SIDE PLATES. ' ' -
• ^OFFORSIZE / ' OPENTLATTICE TYPES'AND SPACING
' eIrxS NO :THIS OPEN LATTICE -TYPE STRUCTURE MAX PROD.eul[p/N
` MAX. PROD. nAIGB �' MAY NOT BE COVERED. SEE SCHEDULE G
SEE SCHEDULE W(GIH r,.
MAX. O.H. O p \ RAFTER, SEE TABLE .
25% OF SPAN \ FOR SIZE
R• AND SPACING ,
MAX. OH.
'4pS`Ri� �5%OF SP
T Wp
G
?V ti BOO
I LENGTH OF STRUCTURE VARIES - ®�
za 1� '
POST WITH SIDE PLATES
SEE DETAIL LENGTH OF STRUCTURE VARIES
• �OIHp , I ' I' 1
3 1? SLAB ATTACHMENT POST W
NOTE: EACH COMPONENT IS INTER- TfH SIDE PLATES tk
MAY BE USED WHERE SEE DETAIL
CHANGEABLE WITH ANY OTHER SF PERMITTED. • TIS(Fc/Hp
COMPNLESS OTHERWISE SHOWN. Fri SEE SCHEDULE ' .
:EACH COMPONENT IS INTER- 3 +rr SLAB ATTACHMENT
FOOTING WHERE REQUIRED, LE WITH ANY OTHER ST MAYBE USED WHERE
ULE
SEE SCHED. FOR FOOTING CUBE SIZE UNLESS OTHERWISE SHOWN. SFr SEE PERSCHMITTED.
�6�NLATTICE-TYPE PATIO COVER NOTE: THIS OPEN LATTICE -TYPE STRUCTURE [`O�'_ FOOTING WHERE REQUIRED,
.-
SCALE: NT3 MAY.LBE COVERED. A Cd
rip i n++ ��n+ - a a-�e'•�+'•" c • / SEE SCHED. FOR FOOTING CUBE SIZE"'
&TYPE "E "ATfACHMSINGL{E SPAN LATl ICE STRUCTU w� QS MpB/2 E "F" ATTACHED MULTISPAN tWfTICE STRUCTURE
''• , - - - - ~ .�� NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
- MAY NOT BE COVERED.
�,`TAiIUE IMAX. �{1 y MAX. PROD.
gAF'TEFOR SIZE SEESCHE U NOTE: THIS OPEN LATTICE -TYPE STIR - j3 11i Y� 9EE SCHEDULE '
AND SPACING MAY.LBE COVERED. -
y �_ t • A�� RAFTER SEE TABLE '
•,ZE
�%pTa 25% OF BPAN O _ ^^� O`- AND
FOR
'F
Fc
SAgC �6 'N' MAX. O.H.
' Hp �Op '025%OF SPAN
LENGTH OF STRUCTURE VARIES .. 0
2y
' O
OST CROSS -SE LENGTH OF STRUCTURE VARIES G
SEE POST OETAI
POST CR SS -SECTION.
�(F p 3 12' SLAB SEE POST DET
NOTE: EACH COMPONENT IS INTER- TO ONSTRAIIN FT9gE0/Hp r
CHANGEABLE WITH ANY OTHER _ sFF FOOTING, SEE 3311/ BEUSED
COMPONTENT UNLESS OTHERWISE SHOWN. rqu� SCHEDULE TOCONSTRAIN
`�F } NOTE: EACH COMPONENT IS INTER- T T FOOTING, SEE •.
TICE-TYPE PATIO COVER CHANGEABLE WITH ANY OTHER FFr SCHEDULE
OPEN LAT
FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. �� FOOTING WHERE REQUIRED
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE L `- _ ,
_ SEE SCHED. FOR FOOTING CUBE SIZE ,
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE
DRAWN BY: E.N.
I.C.C. E.S. EVALUATION
-
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
-
DATE: 1/11/2011
OPEN LATTICE
10, 20 8 30 psf
DURALUM PRODUCTS, INC. ,
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES '
WIND P •
H100
9209 ALPINE AVE., SACRAMENTO, CA 95828
ER- -
REVISED BY:
RANCHO CUCAMONOA CA (851) 741.2107
90,100 s 710 MPH
9
(916)452-7021 FAX 403.1519 seleaQduratum.com
SHEET 3 OF 33
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
r e.s• FES 31 pNq� — MAX r �►— —�.s• �—{ 3.0• e.o•
AtijA�F2G� �I .042"
.024' 5 .A 024'
032'
ALUM. ALLOY 3004•H38 ~ (1 r Z
m '042" ALUM. ALLOY 3004-H36.
1
' OR EQUAL N OR EQUAL
�' ' ` �• ALUM. ALLOY 3004-1,138
SEE NOTE BELOW _ OR EQUAL * SEE NOTE BELOW
i 2 X 6 1/2" RAFTER DBL. 2 x 6 1/2" RAFTER z 3 x 8" RAFTER
L.L.= 'T" a 90 MPH 100 MPH 110 MP L,L,= "T" a 90 MPH 100 MPH 110 MPH LL= "T• a 90 MPH 100 MPH 110 MPH
(PSF) (IN.) �a EXP. -B- -EXP.0 _EXP. B EXP.0 EXP. B E C (PSF) (IN.) w zQ EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
18' 12'-2" 12'-2" 12'-2' 11'-10" 11'-10" 11'-5' 16" 17'-3" 171-3" 1r3" 16'-8' 16'-8" 16'-1" 042 16' 24'-6' 23'-5" 24'=0" 22'-8° 23'-5" 21'-10'
024 024 24" 20'-0" 19'-1" 19'-7" 18'-6" 19'-1' 17'-10"
24" 9'-11" 9'-11" 9'-11' 9'-8° 9'-8" 9'-3" 24" 14'-1" 14'-1" 14'-1" 13'-7' 13'-7" 13'-2" 10
16' 16'-3" 16'-3" 16'-3" 15'-9" 15'-9" 15'-2' 16" 23'-0" 23'-0" 23'-W 22'-3' 22'-3" 21'-6"
'10_032 10 .032 - - -
1 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'-0"
1& 21'=4"C 21'-4" %21'-4" 20'-8" 20'-8" 19'-11" 16" 30'-2" 30'-2" 30'-2" 29'-3' 29'-3" 28'-2" 16" 17'-9" 17'-9" 17'-9" 17'-9" 17'-9° 17'-7"
042 .042 •�2
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" 20 24" 14'-0" 14'-6" 14'-6' 14'-0" 14'-6" 14'4"
16' 9'-4• 9'-4' 9'-4" 9'-4" 9'-4" 9'-2° 16" 13'-2" 13'-2" 13'-2" 13'-2' 13'-2' 13'-0"
.024 .024 - - - -
24" 7'-7" 7'-7" T-7" 7'-7" 7'-7" 7'-6" 24" 10'-9" 10'-9" 10'-9" 10'-9' 10'-9" 10'-7"
16' 12'-5' 12'-5' 12'5° 12'-5' 12'-5" 12'-3' 16" 17'-7' 1.7'-7° 17"-7' 17'-7" 17'-7" 17'-4' 042 16" 14'-7" 14'-7° 14'-7" 14'-7" 14'-7" 14'-7"
20 .032 20 .032
24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-0" r24"
14'-4" 14'-4" 14'4" 14'-4" 14'-4" 14'-2" 30 24" 11'-11" 11'-11° 11'-11" 11'-11° 11'-11"
16" 16'-4" 16'-4". 16'-4" 16'-4" 16'-4" 16'-1" 23'-1" 23'-1" 23'-1" 23'-1" 23'-1" 22'-9'
.042 .042 - - - - - -
24' 13'-4" 13'4" 1 T-4" 13'-4" 13'-4" 13'-2" 18'-10" 18'-10" 18'-10° 18'-10' 18'-10" 18'-7"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" - - - - - - 24' 8'-10" 8'-10' 8'-10" 8'-10" 8'-10' 8'-10' 32.O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
14,5" 24' O.C. MAY BE USED AT 48° O.C. WHEN DOUBLED.
n
RIBUTARY TRIBUTARY=
WIDTH 1/2 SPAN +O.H.
T
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY
16
10'-3"
10'-3"
10-3
10-3
10-3 1
10-3
TOM CAMPBELL 8 ASSOCIATES, INC.
16"
14 -6
14 6
14 8
14 8 14 -6
14
30
16 1
17
10 1
19
ZQ
21
0
3 4 4
30
.032
7
7 8
8
9
9
10
10
.032
1'
5 5
8'-4"
8'-4'
8'-4"
8'-4"
8'-0"
10
10
24"
11'-10'
11'-10"
11•-10"
11'-10" 11'-10" 11'-10"
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
PROJECTION
13
13
16"
13'-5'
13'-5"
13'-5"
13'-5"
13'-5"
13'-5"
12
13
16"
19'-0"
19'-0°
19'-0" 1
19'-0" 19'-0" 19'-0"
_ _
_ _
SPANN
12
042
13 1
14
14
15 1
15
16
042
O.H.
24"
11'-0"
11'-0"
11'-0"
11'-0"
11'-0"
11'-0"
24"
15'-6"
15'-6'
15'-6"
15'-6" 15'-6" 15'5"
n
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
LOAD
-CLEAR SPAN
(FT.)
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.LIVE
TOM CAMPBELL 8 ASSOCIATES, INC.
10 20 830 pal
O.H.
e 7 8
B 1 10
11 12
14
14 1§
16 1
17
10 1
19
ZQ
21
0
3 4 4
5 5
6 6
7
7 8
8
9
9
10
10
11
1'
5 5
6 6
7 7
8
8 9
9
10
10
11
11
12
2'
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
_
9 9
10 10
11
11 12
12
13
13
14
14
1
F -!5-,'r-_
_ _
_ _
1 11 1 11
12
12 13
13 1
14
14
15 1
15
16
n
RIBUTARY TRIBUTARY=
WIDTH 1/2 SPAN +O.H.
T
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
LOAD
PATIO COVER SYSTEM AS MFG. BY:
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.LIVE
TOM CAMPBELL 8 ASSOCIATES, INC.
10 20 830 pal
DURALUM PRODUCTS, INC.
REPORT NUMBER
DATE: 111112011.
SCALE NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
HO -RIZ. WIND =
6268 ALPINE AVE.. SACRAMENTO• CA 95826
ER.
REVISED BY:
RANCHO CUCAMONGA. CA (851) 741-2107
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 safos@dumlum.Com
SHEET 7 OF 33
COLUMN /POST TYPES&SUR'FACE `MOUNT ATTACHMENT DETAILS
MAX. HEIGHT = 10' 3 2} 1,MAX.iHEIGHT C = 10' G=3•sq.xt=.IBa•
- I I 3.00" SQ.
• , 3.00"SQ. 024" #10 SMS 13.00"• SQ. �` pl q.xt=.250"13T
..032" '24'O.C. yj�11.00�EA. SIDE ' =3'Sq.xt=.313"
6 r 1 C.032"�� O J=4'Sq.xt=.188"
ALUM. .14"R c r 14"R r` K =4"S .xt=.25o" _
"ALUM.
.032" TYP. .048"STEEL
O t �+ sem. .28 O O 3.0' OR 4.0°
5/BP�LASTIC PLUG
3" SQ MALUM "POST•
3" SQ. ALUM. POST s �'. MAG POST SQUARE
WITH SIDEPLATESJ I
r � ".Q: ALUM. POST STEEL POST
' OD 3" SQ STEEL POST?!
3 S
- ALUM. ALLOY 3004 H36 ;r ,ALUM'ALLOY3004=H36t' SI ALUM. ALLOY 6063-T6 ASTM A500 GRADE B
ALUM. ALLOY 3.00° OR 2.0'
6063-T6,00` .0 2.40""1 "
Alr 7/16"0 HOLE f
. - 1.375' FOR 3/8" MB 58• 2 FLANGES
0 • 2 1/8" APART
q' 0 75 ASTM GRADE 36 STEEL L125' ' 2 5"
_ INSTALL IY2' x IV x Ys" HDG 75" 75" BASE FLARES
WASHER PLATE AT ANCHORS
r I57" TO 3"WIDE EA.
1.60" TYP SIDE OF FLANGES
1.FOR
5 .090" TYP. POST ONL
Ya* Y 5.50
INSTALL IV x IV x " HOG ' � 1-7/16"0 HOLE
WASHER PLATE AT ANCHORS & 2-3/8" HOLES
FORA IIO MPH _s 2- 5/16"0 HOLES _ TYP. EA. SIDE
MALUM 4,T, STEEL "T" BRACKET;,I 0,
r PCFESSIQNR T=.060" TYP. �''! (d) -SDS 25412
5\ . CgtijA�FZ `
rn
.370AR
sT IV1�
O
-
x 3
- r ALUM. ALLOY3" x 8" ALUM. RAFT. BRACKET
- 6063-T6 - 3" x 8" ALUM. HEADER
- - .-. "H"BRACKET HEADER;BRRA6KET0r' .
I.C.C. E.S. EVALUATION
I.C.C.•
DRAWN BY: E.N.
GATE: tfl1/2011
TOM CAMPBELL & ASSOCIATES, INC. -
COLUMN I
LIVE LOAD = -
10, 20 & 30 psl
PATIO COVER SYSTEM-AS-MFG.-BY:-
YSTEM-AS-MFG. BY:
DURALUM PRODUCTS, INC.
,
REPORT NUMBER
-
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST TYPES
HORIZ. WIND =
9 ALPINE AVE., SACRAMENTO, CA 95828
`
ER-
. -
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107 -
90, 100 & 110 MPH
(918) 452-7021 FAX 403.1519 serea "Qdurslum.com
(91
SHEET 8 OF 33 -'
I.C.C. E.S. EVALUATION
COLUMN
/ POST TYPES--'& ;SURFACE
MOUNT AND EMBEDMENT DETAILS
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
�.•+ ALUM.TBRACK,-USE WITH
POST TYPE B,CD, ORE.x
STEEL POST ONLY:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
AND EMBEDMENT
"T" BRACKET
8269 ALPINE AVE., SACRAMENTO, CA 95829
1(916)452-7'021
I
REVISED BY:
RANCHO CUCAMONGA CA (851) 741-2107
USE POST TYPE
(3 5/8'0 BOLTS
FAX403.1519 aelea(a]durelum.tom
SHEET 100E 33
3'SO. POST W/
(2)-1112 SMS EA.
STEEL'T'BRACKET USE WRHH
POST TYPE B,C,D,E,F,G,H,J OR K:
F. G, H. J OR K
FOR POST TYPE J
3"SQ. POST SIDE OF POST OR
1/4' M.B. THROUGH
'
3, SOT
ALUM.TBRACKET:
USE
KWIK9oLTs
tW}03LI .0 HILTI
OR EQUAL
EEL.'P
I
1/2 DEPTH OF
I
4
'12 "LL BOLTS • 16"INSERT
POST
U
USE
0 HILTI
(2)a/B'0 HILTI KWIK
1 FOOTING OR
I
1
FF R ALL OTHER
CONDITIONS 4 5'
% •188'
(2)-1/4"0 POWERS WEDGE-
SEE NOTES BELOW
BOLTS
OR EQUAL
1 12" MIN. EMBD.
1
ASTM A36
BOLTS+, OR EQUAL, EACH
�
2
W EMBEDMENT DEPTH
•••
•
STEEL
BRACKET TO SLAB.
FOR
KWIK BOLTS)
�
'
•
T.O.C. '
MINIMUM DISTANCE TO
I
"S
EDGE OF SLAB = 4" OR
'
'f�
w
.B S
TO CRACK= 10"
G
:•�i
w j 7a.
ASTM A572 STEEL
(1 Y4" MIN. EMBEDMENT)
DEPTH
n
(t-1/2"OM.B. i� :�•� :"•
u `�
IL
3/18'
'�•�
��GOOD
SLAB SHALL BE IN
POURED CONCRETE
FOOTING SEE NOTE
%� LONG, 1' •'�"�'L� �•
FROM END s•„ ., :�;
N
O m_
CONDITION
,•,
OF POST �L� ? .:
Z
3' SQ. POST (STL.)
3 1/2" MIN.
SEE FOOv FOR SIZETING
POURED
SQUARE, SEE FTG.
ORA SD POST (STL.)
'
SCHEDULE
QUAR
CONCRETE
SCHEDULE IN BEAM
INSERT .
EXISTING SLAB
O
IN --. BEAM SPAN TAME
8
L,_ 3" SQ.,P_OSTS_,TO CONC, FOOTING -O
FOOTING SPAN TABLEPL.5/8"THK.
SQUARE POST EMBED.
INTO FOOTING O
`- --'
1 12• B•
1 I2•
WELDED STEEL BASE PLATE Q
NOTES:
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9
1. DO NOT USE ALUM. "T"
BRACKET WITH 3X8 BEAM
9' SO. x 5/8'
B. C. D, F. G, 8 H
ATTACHED
ATTACHED ONLY
WANSERT,MAG BEAM, 4.OR
FREESTANDING
ALTERNATE FTG.
FOOTING 8 ANCHOR BOLTS
7'IBEAMs.
BASE PLATE ANCHOR
2. POST TYPE E
CUBE SIZE
SD. 18' DEEP 'CUBE FTG.
FOOTING SIZE
SINGLE POSTS
INSTALL WASHER PLATE.
BASE PLATE
ANCHOR BOLTS (SIZE 8 TYPE)
BOLTS
EMBED.
2" X& X 5 }¢' AT
18"
18" SQ. 12'
STEEL T BRACKET.
(4} 3/4"0 HILTI KWIK BOLT TZ STAINLESS
20"
21" SO. 12"
23" 8 24' CUBE
(2}12.0
3 1/4"
9"x9'x 5/8'
STEEL PER I.C.C. ESR -1917 OR EQUAL
3. POST TYPE F
(4 3/4' EMBEDMENT DEPTH)
22"
25" SQ. 16"00
30" CUBE
(4}12.0
3 1/4•
DO NOT USE STEEL=
BRACKET Wf7" I.BEAM.
24'
28" SO. 20"
26"
32" SQ. 23'
31' - 34" CUBE
(4WWO
4-
28"
35" SQ. 25'
FESS/�N�l
30"
39" SQ. 28"
35' - 39" CUBE
(4)-3/4'0
4 3/4"
1
Q�Q PCS
32"
43" SQ. 30"
40" - 42• CUBE
(4)-3/4.0
4 3/4•
34'
47' SQ. 32"
co r Z
36"
34"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
T
m
51" SQ.
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
0,37M
38"
55" SQ. 37"
P•3131111
/
4U•'
60" SQ. 39"
v.1 V 1►"\��
42"
64' SQ. 41'
�rFOF CA��F�Q
44"
69" SQ. �'
• CUBE FOOTING
W/ 4' SLAB
NOTES:
ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
I.C.C. E.S. EVALUATION
DRAWN Bv: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
COLUMN
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
DATE: 11112011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
AND EMBEDMENT
10, 20 830 pal
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95829
1(916)452-7'021
ER-
REVISED BY:
RANCHO CUCAMONGA CA (851) 741-2107
90, 1008110MPH
FAX403.1519 aelea(a]durelum.tom
SHEET 100E 33
I HEADER BEAM TYPES & ATTACHMENT DETAILS I
2.00" I ' I SPLICE WHERE
I'`f"II9" OCCURS —� SPL1OC OCCURS —1
73" 2.57"
2.19" 2.oa oes
04'
2.08" 2.oes
.93" a.0000•
2.7•
.036" R.F. GUTTER ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6063-T6
ALLOY 3004-H36 O 6063-T6 B
6.5" ROLLFORMED 4.5" GUTTER / FSSIn�,_ G. GUTTER
SPLICE WHERE
OCCURS
I ALUM. ALLOY
O6063-T6
Ci
3.00" SQ.
�I1.00C�
14"R 048"
TYP.
r� .O
MAG BEAM O I 3;
.28"
ASTM A653 GRADE 40
Dp.AwN BY: E.N. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
I.C.C. E.S. EVALUATION TOM CAMPBELL 8 ASSOCIATES, INC. 10, 20 83o ps1 DURALUM PRODUCTS, INC.
DATE: 1/11/2011 HORI2. WIND= 9299 ALPINE AVE., SACRAMENTO, CA 85928
REPORT NUMBER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SEAM TYPES 33
REVISED BY:
ER- SCALE: NONE RANCHO CUCAMONGA CA (951) 741.2107 90, 100 8 110 MPH 1(916)452-7021
3.0" `.
r 3" 1 w i�P � m 2" 9.s M3' 2"r_7 -71 e.5•
0.3794bf-- IF
9' 31 Ili .042'
SPLICE `
WHERE q" WHHERE tV�� Q�Q 024" 6.0"
OCCURS f-.032" — 032"
TYP^ Cp�� o4z^
_IL 110"
•' TYP.
ALUM. ALLOY 3004-H36 /
ALUM. ALLOY 3004 H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL OR EQUAL
ALUM. ALLOY ALUM. ALLOY
6063-T6 O 6063.76 O ��
4" I -BEAM 7"I -BEAM 2 x 6 RAFTER DBL. 2 x 6.5 BEAM t3_x_8_B.EAM,
3' I 3" I e'
MAX 3" 6 MAX 3' 3" 625"
I 11 � � 375"
—� .042" .042" 42 T " 14 GA T = 0.125-
6.6 8' 7.6 5" ASTM A853 GRADE 50 56"
ALUM. ALLOY 6063.76
ALUM. ALLOY 3000x136 ALUM. ALLOY 3004-H36 J1-
OR EQUAL OR EQUAL I .blS" I I 375"
ALUM. ALLOY 3004•H36 2.875'
OR EQUAL O
O DBL. 3 x 8 BEAM ON 3.x_8TBEAM O 7" [-BEAM "C" OP
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT STEEL INSERT SPLICE / INSERT
SHEET 11�OF
FAX 403-1519 sales tlu'slum.com
�
• BEAM TO POST CONNECTION, DETAILS
"L" +FASTENERS
OPTINAL DECORATIVE FASCIA .•
4 - #14 SDS
2'-0"
6 - #14 SDS
T-0"
(OOD, ALUM. OR HARDBORD)3"
FASTENER SPACING = 3/4"
x 8" x.042" BEAM,
F/I""WALTOERNAI
0E 33 -
3" SQ. STEEL OR
MAG BEAM.
2414 x 12"S.M.S. EACH SIDE OF 3•
SO. POST (4TOTALE: 1/4'0 4-TOTAL)
W/ WASHER
EA SIDE OF 3• SO. POST
"L" +FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - #14 SDS
T-0"
12 - #14 SDS
FASTENER SPACING = 3/4"
FASTENER TO FASCIA -SEE TABLE
FASTENER TO RAFTER TAILS - SEE TABLE
OPTIONAL LATTICE TUBES `
s #14 x 1/2" S.M.S. TOP - AT OVERHANG
" V . & BOTT. (2) -TOT.- I/n
• I } 1.10• - , o
.75 I O _ 00
+� r ROOF PANEL c c (jGROUP ER 61/2-
-- 3•sQ.PosT (4)-#14 SDS @ EA. SIDE
2- TOP & BOTT. TOT: 16 - ROLLFORMED OR _ 00
EXTRUDED GUTTER
+ ALUM. BRACKET X
#14 S.M.S. @12'O.C.
FASCIA
2414 x 12" SM.S. EACH SIDE OF 3' : - 1 ••
SO. POST(4TOTALI - -
ALTERNATE 1/4.0 OLT W/ WASHER_ - 2- 1' "L" SEE TABLE
EA. SIDE OF 3' SQ. POST _ ' 61/2"x2"x.024 - -
RAFTER
\-3"X 3" ALUM. OR : 15
STEEL POST RAFTER"TAIL'JO-GUTTER
3.00' 3' SO. POST , ..•.r+r"r":-` _._. �c.— "`r`s�.. e.J"a.; ��,
• OR.240' ,.
GUTTER FASCIAQ�zl `
MAG BEAM. WSO. POST + 5\'CA�p:& 3.125"FOR, 3 ER -1
3"SO. STL. BEAM }„ 13 H _ BRACKET.TO POST �S`P *' F m 2. 5 x RAFTER
- `y y 4
ALUM!AL OY3105-H25 .n —+` '3Z -
y D .31311��
1.50" r� �� t = .040" @ 6063-T6
1.50" j .( \�.' Q 1112"
" 2",
1 1/2' SO., 2" SO.,
018" F. OR 2'x3" LATTICE
�+ #8 x 2 "SMS, 2 1/2" @ 3.O.C. MIN. 1
OR 3 1/2", TY P. UP TO 6-O.C. MAX. (4) - #14 x 3/4;,TEK SCREWS
"-
BRACKETfTO RAFTER
1/2' MIN.
a P2_. . ,
1'1/2=SQ.'OR 2"LATTICETUBE-
ALUM. ALLOY 3105-H25- RAFTER —
p
.750
(4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
P� 17 BRACKET TO BEAM O
18
i 2"x3" LATTICE TUBE -LATTICE TUBE TO RAFTER r "U" BRACKET_; RAFTER•TO BEAM
DRAWN BY: E.N. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: '
I.C.C. E.S. EVALUATION .. TOM CAMPBELL &ASSOCIATES, INC. BEAM TO POST 10, 20 8 30 ps1 DURALUM PRODUCTS, INC. - '
DATE: 1N12011
REPORT NUMBER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING -ATTACHMENT HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95528
ER- SCALE: NONE' RANCHO CUCAMONOA, CA 90, 100 & 110 MPH
• REVISED BY: •� (951)741-2107 (915)452-7021 FAX 40}1518 salsa®Auralum.eom SHEET 13
0E 33 -
DOUBLE, RAFTER CONNECTION DETAILS' BEAM TO POST CONNECTION,
JBEAM SPLICE TO '
OCCUR DIRECTLY OVER M
• - 5/8" O PLASTIC
POST. NOT PERMITTED PLUG WHERE
i v2^ OR 2^LArtICE+ #8 S.M.S. rr bti nN y h EWS I @ 2 -POST UNITS .SCREW IS INSIDE .
ALTERNATE 1/2" DOUBLE RAFTER- COQ , (���� �� PVEJR SIDE I
BOLT CONNECTIO PLAN 2 2 •5" - #14 SMS MAY `
ALTERNATE: lV
Q �, BE USE AS .
4-#14 S.M.S. EAC O ; r Z - 3.5" 3.5" ALTERNATE TO
RAFTER TO COL. — Z. r m ° c 1/4
BOLTS
CONNECT. (eJOT 00.37948 - -3.5" 3.5
s W� 13 1 i I 5" r 4 8" BEAM t
{ a.6.0 16• C �Fa O4 SE] -
1° CP► EACH SIDE I I 6 1/2" SIDEPLATE EA.
SIDE SEE POST SCHED' ,
3"x 3°STL.POST 24^ 0 #14 SMS EA. SIDE ?
( ) ALTERNATE
INSERT ATTACHED OR ' TOP,"MIDHEIG'HT .�"
(2}2x8.5" OR fs .
3"x 3"STL.POST COLUMN (2}3"x8'HEADER' AND -BOTTOM. 3 -SQ. POST BETWEEN SIDE.PLATES�
r FOR FREESTANDING ,.�• ,—��i�
(2}1/2 -BOLT , —'
BEAM TO'P-OST.CONNECTIONw 21
2"x 8.5" SIDEPLATE _ -
y 'POST SCHEDULE
Y
- HEDUL
3" SGL:'x'.032" +'(2)=2""sx 6-1/2" x .024" ,3 0. x'A32" +~(2)-2" x 6'1/2"'z 032"
DBL. RAFTER/ DBL. HEADER CONN. 19 I Wf (6)-#14 S.M.S.'EAC.H-SIDE. 1 ' qW/;(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" Z-11;0�sl- .-_-EXISTING
DBL. 3"X8°X.042 BEAM
J - OR DBL. 2°X6.5°X.032" BEAM
2°x6° LEDGER r -
(NEW OR EXIST.)
2"x6.5" OR 3"x8" RAFTER _� f I °
ALTERNATE: 1/2" BOLT o o
ALTERNATE: i (2) SDS25412
(2} #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION f 5/8"0 ACCESS HOLES
(4 -TOTAL) ' INSTALL 6 - #14 X %"
ALONG SDS (EACH
AI.TFRNATF'} " 3" Rfl P(1RT HEADER TO COLUMN
(2} 2x8.5" OR (2)-3"x8" HEADER EXISTING 12 FASTENERS PER
ALTERNATE: 1° STUCCO O AL _ CONNECTION)
3"x3"x0.024" (1) - 1/2" BOLT OR 2 5' PENE. INTO EACH WOOD STUD
CONNECTOR (2} #14 S.M.S. EACH RAFTER '
EXIST. STUCCO / LEDGER DOUBLE HEADER TO, '
STUB COLUMN -TO DOUBLE HEADEkCONN:• 20 ATTACHMEN DETAIL * 22 ' ' COLUMN -DETAIL
I.C.C. ES. EVALUATION
DRAWN BY: E.N. 1 1
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
10, 20830
ER SYSTEM AS MFG. BY:
INC.
-
REPORT NUMBER
DATE: 1/112011
SCALE: NONE
IREVISEDBY.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING '
LATTICE
CONNECTIONS
ps1.
HORIZ. WIND =
IPDAUTRIAOLCUOMVPRODUCTS,,.
8269 ALPINE AVE., SACRAMENTO, CA 95826
ER-
.CONNECTIONS
RANCHO CUCAMONGA. CA (951) 741-2107
80, 1008110 MPH
(916)452-7021 FAX403.1519 seles@dmalum.e"m
.SHEET 14 OF 33
X10#L�:L-:--90•MPH-FREESTAND:&:ATTACHED`OPEN LATTfCE_-PATIOS-12' ORAL--ESS-=-EXP;-B-&IC
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS OFESSIQ�,
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE / QQ q� !
SELECTED BEAM. Q % - CA
• NQS
O r m
z - r -
No.37W ' =
rC f
FOOTNOTE: "SAMPLE" -
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF '
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATE EXPOSURE 8a:::,,ZIE-INDICATES
WHERE SLAB OCCURS, CUBED FOOTING SIZE EXPOSURE'C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. _ +• . }r
SEE ALTERNATE FOOTING TABLES _ VADDITIONALFOOTNOTE:_WHERE ONLY ONE -FIGURE -SHOWN INDICATES EXP: B 8 C...-
QuT 1n cno ATTAruCn a. RWT 9r. PnQ FRFGCTANnmr: -
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM DBL. 3"x8" BEAM
POST SPACING TABLE
LIVE LOAD = .
1ORIZ.
PATIO COVER SYSTEM IN MFG. BY:
DURALUM PRODUCRAMN
,3""x8'vBEAM.w/INSERTS
OR 3x8"BEAM _ __ EACH w/ A 3"x8" STL..INSERT
REPORT NUMBER
�o
MAX.COL.
FREESTAND ATT. FREESTAND ATT. MAX.POST MAX -POST FREESTAND ATT. FREESTAND •ATT: FREESTAND ATTACHED
MAX.POST MAX.POST MAX:POST Izd MAX.POST.
Ia
no
m - .
SPACING
SLAB*
SPACING, SPACING
SPACING MIN. SPACING MIN MIN. :SPACING MIN SPACING7TGMIN. MIN.
F B" (SPAN) FTG.
' POST FTG. P03T
m
. RANCHO CUCAMONGA. CA (951) 741-2107
ON
(SPAN) (IN.) POST (NG 2 XB.Sx 032" (ING POST (SPAN)
(SPAN) (NG' POST (IN BEAM (NG POST TIN �'' ,
FAX403-1518 s"IeaQdurelum.wm-
�.
TYPE TYPE TYPE s� TYPE TYPE TYPE
4'
12'-2"
30
(�
12 20'-0"
30
rG
14 14'-0" 14'-2"
30
G
12 26'-0"
30
(�'
15 36'-9"
37
G
17 B
4,
17'-0"
,. 11 9
13 19'-1"
16 13' 4" 13'-6"
14 24'-10"
17 35'-1"•
19
13'-7 ,
11'-4."
12 17'-1
14 12'-6" 12'-8"
31
G
13 23'-3"
31
G'
16 32'-1
36
G
18 B
5,
5'
10'-11 "
31
(�
14 17'-1"
31
(�
-
16 11 11" 12'-1"
15 22'-2"
18 31'-4"
20 E'
6'
11' 4"
10'-8"
33
G
13 16'-4"
33
G
15 11'-5" 11'-7"
33
G
13 21'-3"
33
G
16
35
G
18 B
6'
.
10-4
15 15'-7"
17 10'-11" 11'-0"
15 20'-3"
18"
21 E
7,'
9,-8„
10'-1°
34
G
13 15'-2"
34
G
15 10'-7" 10'-8"
34
G
14 19'-8"
34
(�
17
34
G
19 B
79
'_9.15
14'-5"
17 10'-1" 10'-2"
15 18'-9"
19"
21 E
8'
8'-6"
9'-8°
35
G
14. 14'-2"
35
G
15 9'-11" 10'-0"
35
G
14 18'-5"
35
G
17
q23'-3'
35
G
19 B
8
9,�"
16 13'-6"
18 9'-5" 9'-6"
16 17'-6"
190'
22 E
9'
7'-7a
9'-3°
37
(�
14 13'x"
37
(�
16 9'�4" 9'-5"
37
G
14 17'-4"
37
G
17
37
G
19 E
9'
9'-0 ,
16 12'-9"
18 8'-11" 9' 0"
1.6 16'-6"
205"
22 F
10'
6'-9"
9'-0"
38
' G
14 12'-8"
38
G
16 8'-10" 8'-11"
38
G
14 16'-5"
38
G
18
38
G
20 E,
10
8._8=
16 12'-1"
18 8'-5" 8' 6"
16 15'-8"
202"
22 F
11'
6'-2"
8-8"
39
G
15 12'-1"
39
G
16 8'-5" 8-6"
39
G
15 15'-8"
39
G
18 22.2„
39
(j
2 23 E
11'
g'�"
17 11'-6"
19 8-1 8'-2'
"
17 14'-11"
20 21'-2"
F
12'
39
G
15 11'-7"
39
(�
17 8'-1" 8'-2"
39
G
15 15'-0" "
39
G
16 21'-3" "
39
G
E
12'
S'-8"
g'�0"
17 11'-0"
19 7'-9" 7'-9 "
17 14'-4
21 20'-3
F
8-1"
H
15 11'-1"
40
H
17 7'-9" 7'-10"
40
�..�
15 14'-5"
40
H
18 20'-5"
40
H
E
13,
13'
S'-2,.
7'-8 "
40
r
17 10 -7'
_ r
19 7 2 7'-6"
17 13'-9"
.
21 19'-5'
F
!21
`4'-10"
41
fi
10'-8"
41
�"�
17 7'-4° 7'-7"
41
H
15 13'-11"
41
H
19 19'-8"
41
H
E
14'
$14'
T 5"
17 10'-2•.
19 �6'-8;' T-3"
17 . X13' 3y
,-21 18'-9"
F
15'
4'-6"
7 -6"
42
H
15 10'-4"
42
�"�
-4"
17 6' -10"!::!:__r
42
. H
15 13'-5"
42
H
19 19'-0,..
'
42
H
E
15,
T-2"
18 9'-10"
20 V-3" T 0"
-0j'
17 12'10"
21 .18'-1
F
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS OFESSIQ�,
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE / QQ q� !
SELECTED BEAM. Q % - CA
• NQS
O r m
z - r -
No.37W ' =
rC f
FOOTNOTE: "SAMPLE" -
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF '
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATE EXPOSURE 8a:::,,ZIE-INDICATES
WHERE SLAB OCCURS, CUBED FOOTING SIZE EXPOSURE'C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. _ +• . }r
SEE ALTERNATE FOOTING TABLES _ VADDITIONALFOOTNOTE:_WHERE ONLY ONE -FIGURE -SHOWN INDICATES EXP: B 8 C...-
QuT 1n cno ATTAruCn a. RWT 9r. PnQ FRFGCTANnmr: -
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC:
POST SPACING TABLE
LIVE LOAD = .
1ORIZ.
PATIO COVER SYSTEM IN MFG. BY:
DURALUM PRODUCRAMN
REPORT NUMBER
DA . "1112011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
AND ATTACHED
WIND
HORIZ. WIND =
T
8268 ALPINE AVE., SACRAMENTO, CA 85828
SHEET 26 OF 33
ER-
REVISEDBY:
. RANCHO CUCAMONGA. CA (951) 741-2107
10pL.L. 90MPH
80,100 & 110 MPH1(916)452-7021
FAX403-1518 s"IeaQdurelum.wm-