05-2142 (AR)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description
Property Zoning:
Application valuation:
Applicant:
05-00002142
53.67.5 AVENIDA�BRMUDA
774-135-019-8
ADDITION - RESI
COVE RESIDENTIA
3830
Tity/ aF4vw
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Architect
_ LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License��so� eC36 LicenseNo.: 483069
Date: 11 Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
1 _) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_ 1 I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERDIIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 6/03/05
Owner:
MAVERICK WAYNE
53645 AVENIDA BERMUDAS
LA QUINTA, CA 92253
(
Contractor:
OUTBACK PATIO & SUNROOMS, INC.
1450 W 6TH STREET, #118
CORONA, CA 92882
(909)272-4997
Lic. No.: 483069
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 142315.7-2005
certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
v�I" J y�,f the Labor Gale, all hwit�comply ith those provisions.
Date: pplicant:
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 Quints, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize represent s
of this c unt to enter upon the above-mentioned pr pe y o i ion purposes.
\O.,e Io�_Si ature (Applicant or Agent):
0
Application Number . . . . . 05-00002142
Permit . . . BUILDING PERMIT
Additional desc .
Permit Fee . . . . 63.00
Plan Check
Fee
40.95
Issue Date
Valuation
. . .
. 3830
Expiration Date 11/30/05
Qty Unit Charge Per
Extension
BASE FEE
45.00
2.00 9.0000 THOU BLDG 2,001-25,000
----------------------------------------------------------------------------
18.00
Permit . . . ELEC-MISCELLANEOUS
Additional desc .
Permit Fee 19.50
Plan Check
Fee
4.88
Issue Date . . . .
Valuation-
0
Expiration Date . . 11/30/05
Qty Unit -Charge Per
Extension
BASE FEE
15.00
6.00 .7500 PER ELEC DEVICE/FIXTURE
1ST 20
4.50
------------------------=---------------------------------------------------
Special Notes and Comments
RESIDENTIAL 12x17 Patio Enclosure and
7x12 Patio Cover Addition TO EXISTING
RESIDENCE, INCLUDES ELECTRICAL PERMIT.
**SMOKE DETECTORS REQUIRED**
TYPE VN CONSTRUCTION. 2001 CODES
------------------------------------`----------------------------------------
Other Fees . . . . . . . . . HOURLY
PLAN CHECK
35.00
STRONG
MOTION (SMI)
- RES
.50
Fee summary Charged Paid
---------------------------------------
Credited
--------------------
Due
Permit Fee Total- 82.50
.00
.00
82.50
Plan Check Total 45.83
.00
.00
45.83
Other Fee Total 35.50
.00
.00
35.50
Grand Total 163.83
.00
.00
163.83
LQPERA11T
(800) 37 -PATIO
OUTBACK PATIO & SUNROOMS INC. (909 272-499^
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CITY OF LA QUINT
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All construction shall comply with the 2001 California
Building, Plumbing, Mechanical, Electrical, and Energy
Codes and all other local codes and ordinances:"-
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F R 0 N T PROPERTY LINE
(800) 37 -PATIO
OUTBACK PATIO & SUNROOMS INC. (909) 272-4997
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CITY OF LA QUPNTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
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LEGACY REPORT •
ER -5888P
Reissued December 1, 2003
ICC Evaluation Service, .Inc.
OffiOe 0 5360 Workman Mm RoW, Whinier, Caffam X01' (W) 69MW
www.icc-es.org
Reglawl Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599.9600
west Flossmoor Road, Club Hills, Illinois 60476 ■ 7932305
Regi Office ■ 4051 Country (708)
Legacy report on the 1997 Uniform Building Code'"
DIVISION: 1 "PECIALITIES
Section: 10530—Protective Covers
ALUMINUM COMPONENTS FOR SITE -CONSTRUCTED
PATIO COVERS
DURALUM PRODUCTS, INC.
8269 ALPINE AVENUE
SACRAMENTO, CALIFORNIA 95826
1.0 SUBJECT
Aluminum Components for Site -constructed Patio Covers
2.0 DESCRIPTION
2.1 General:
The aluminum components recognized in this evaluation
report are used to construct patio covers conforming to
Appendix Chapter 31, Division III, of the 1997 Uniform
Building CodeTm (UBC). The roof and wall panels used with
the patio covers must be recognized in a current ICC -ES
evaluation report.
2.2 Patio Covers:
Patio cover structures must be constructed in accordance
with the plans accompanying this evaluation report. All patio
cover structures must be attached on one side to an existing
structure.
Enclosure walls may have any configuration, provided the
open area of the longer wall and one additional wall is equal
to at least 65 percent of the area below a minimum of 6 feet,
8 inches (2032 mm), of each wall, measured from the floor.
Openings may be enclosed with insect screening or plastic
that is readily removable and translucent or transparent, and
that is not more than 0.125 inch (3.2 mm) in thickness.
All structural members for the patio cover structures
recognized in this evaluation report are fabricated from 6063-
T6 aluminum alloy. All steel in contact with aluminum,
including screws and anchors, must be hot -dipped galvanized
or zinc electroplated.
2.3 Patio Cover Insulated Roof Panels:
The panels used with the patio cover structures recognized in
this evaluation report must have a current ICC -ES evaluation
report for use with patio covers complying with Appendix
Chapter 31, Division III, of the UBC.
The panels must be factory -assembled sandwich panels
consisting of painted, galvanized metal skins adhered to both
sides of an expanded polystyrene (EPS) foam -plastic core.
The panels must have a 3 -inch (76 mm) thickness and a
maximum 48 -inch (1219 mm) width.
2.4 Installation:
Patio cover structures recognized in this evaluation report
must be installed in accordance with this evaluation report.
2.5 Allowable Loads:
The plans accompanying this evaluation report, dated August
2, 2000, revised April 1, 2001, specify allowable design loads
for the patio cover structures.
2.6 Identification:
The components of the patio cover structures are identified by
a label specifying the manufacturer's name (Duralum
Products, Inc.) and address (Sacramento, California), and the
evaluation report number (ER -5888P). The roof panels must
be identified in accordance with their ICC -ES evaluation
report.
3.0 EVIDENCE SUBMITTED
Calculations, plans and a quality control manual.
4.0 FINDINGS
That the aluminum components for site -constructed patio
covers described in this report comply with the 1997
Uniform Building Code"' (UBC), subject to the following
conditions:
4.1 Installation of the patio enclosure complies with this
evaluation report.
4.2 'Patio connections to the supporting structure must
be designed and the justification submitted to the
building official for approval.
4.3 Patio cover enclosures must have one long wall and
one additional wall with openings equal to at least
65 percent of the area below a minimum of 6 feet, 8
Inches (2032 mm), of each wall measured from the
floor. The required openings may be enclosed with
Insect screening and/or readily removable
transparent or translucent plastic or glazing not
more than 0.125 Inch (3.8 mm) In thickness.
4A The remaining portions of the structure, other than
what Is described In this report, are designed and
constructed in accordance with the UBC.
4.5 The components are fabricated by Duralum
Products, Inc., at their facilities located in
Sacramento, California.
This report is subject to re-examination In two years.
ICC.ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as
an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied as to t
any finding or other matter in this report, or as to any product covered by the report.
Copyright 0 2003 Page 1 of 1
i
(800) 37 -PATIO
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kPermit
City of,La Quinta'
Building &r Safety Division
P.O. Box 1504, 78-495 Calle Tampico ()�
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
214tz
Project Address: ihPA144 4?rj"u q S
Owner's Name: ,e
av P—r 'L
A. P. Number:
'Address: — ft 1 ot eor A a
Legal Description:
City, ST, Zip:'12?-K-3
a y�
in ro a
-
bContractor:
Telephone:ne
...::...:...:...........:.::..::....:...
Address: C 1
Project Description: r, 1) EA"
t U Y�
City, ST, Zip: p / L n tq q12'* yZ
We I jM 4ltit� j�"1 Oc3
Telephone: e:
P h j Y
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v t �.
State Lic. # : _ d
Cin' Lic. #:
S vi A
Arch., Engr., Designer:
! I
Address:
' el -Qa C.h
City, ST, Zip:
.�
Occupancy:Telephone: Construction n TPe'
.
ic. #:
Alter Repaira De
Pr Je tt}Pe�ci Ic one:New Add'n mo
Name of Contact Person: S &A.+�
i
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: 4i , �] 91 f
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
p?
Plan Check submitted
/
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for correctio !issue
Electrical
Subcontactor List
Called Contact Person
J
Plumbing
Grant Deed
Plans picked up
S.M.I.
II.O.A. Approval
Plans resubmitted
Grading
IN ROUSE:-
'rd 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
444AOX441- d'd �6y
TABLE A: L.L.=30PSF BEARING WALL SYSTEM (CONT.) SECTIONA
70 MILES PER HOUR
90 MILES PER HOUR
LIVE LOAD= 30 PSF WIND LOAD= 10 PSF
LIVE LOAD= 30 PSF WIND LOAD= 15 PSF
UPLIFT= 7.5 PSF FOR HEIGHT= 10'-O" OR LESS
UPLIFT= 11.25 PSF FOR HEIGHT= 10'-0" OR LESS
UPLIFT= 10 PSFFOR HEIGHT GREATER THAN 10'-0'
UPLIFT= 15 PSF FOR HEIGHT GREATER THAN 10'-0"
FEMALE -MALE H -CHANNEL 2
FEMALE -MALE H -CHANNEL 2
24"
36" -
MAXIMUM
H -CHANNEL SPACING
MAXIMUM
H -CHANNEL SPACING
ALLOWABLE
ALLOWABLE
IT -6" '
1 U-3"
9'-6" 8'-10"
MAX. TOTAL HEIGHT
MIN' TYP.
WINDOW HEIGHT
10' 3°
$'-4"
T-90-
T-3"
DIMENSIONS
24"
36"
42"
481.
DIMENSIONS
24"
36"
42"
48"
MAX. TOTAL HEIGHT
10'-6"
9'-9"
9'-0"
8'-6"
MAX. TOTAL HEIGHT
10'-3"
8'-4"
T-9"
T-3"
SEE ELEV. SHT.1
SEE ELEV. SHT.1
MIN. TYP.
MIN. TYP.
WINDOW HEIGHT
WINDOW HEIGHT
RACEWAY CHANNEL & MALE
RACEWAY CHANNEL & MALE
MAXIMUM
H -CHANNEL SPACING
MAXIMUM
H -CHANNEL SPACING
ALLOWABLE
ALLOWABLE
DIMENSIONS
24"
36"
42"
48"
DIMENSIONS
24"
36"
42"
48"
MAX. TOTAL HEIGHT
11'-6"
, V-6" .
11'-6"
11'-3"
MAX. TOTAL HEIGHT
11'-6"
10'-7"
9'-10"
9'-2"
MIN. TYP.
MIN. TYP.
SEE ELEV. SHT.1
SEE ELEV. SHTA
WINDOW HEIGHT
WINDOW HEIGHT
MALE -EQUAL -MALE "H" CHANNELS 2
MALE -EQUAL -MALE "H" CHANNELS 2
MAXIMUM
H -CHANNEL SPACING
MAXIMUM
H -CHANNEL SPACING
ALLOWABLE
ALLOWABLE.
24"
36"
42"
48"
24"
36"
42"
48"
DIMENSIONS
DIMENSIONS
MAX: TOTAL HEIGHT
11'-6"
11'-6"
11'-3"
1 U-6"
MAX. TOTAL HEIGHT
11'-6"
1 V-6"
11'-3"
10'-6"
MIN. TYP.
SEE ELEV. SHTA
MIN. TYP.
SEE ELEV. SHT.1
WINDOW HEIGHT
WINDOW HEIGHT
EQUAL "H" CHANNEL2
EQUAL "H" CHANNEL Z
�F MAXIMUM
H -CHANNEL SPACING
MAXIMUM
H -CHANNEL SPACING
ALLOWABLE
ALLOWABLE
24"
36"
42"
48"
24"
36"
42"
48"
DIMENSIONS
DIMENSIONS
MAX. TOTAL HEIGHT
10'-6"
9'-9"
9'-0"
8'-6"
MAX. TOTAL HEIGHT
10'-6"
9'-9"
9'-0"
T-6"
MIN' TYP.
MIN. TYP.
SEE ELEV. SHT.1
SEE ELEV. SHTA
WINDOW HEIGHT
WINDOW HEIGHT
TABLE B: L.L = 30 PSF NON - BEARING WALL SYSTEM (CONT.) SECTION B
70 MILES PER HOUR
90 MILES PER HOUR
LIVE LOAD= 30 PSF WIND LOAD= 10 PSF
UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0' OR LESS
UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0'
LIVE LOAD= 30 PSF WIND LOAD= 15 PSF
UPLIFT= 11.25 PSF FOR HEIGHT=.10'-O" OR LESS
UPLIFT= 15 PSF FOR HEIGHT GREATER THAN 10'-0"
EQUAL "H" CHANNEL
EQUAL "H" CHANNEL.
"
MAXIMUM i
ALLOWABLE DIMENSIONS
1
H -CHANNEL SPACING
"°
MAXIMUM
ALLOWABLE DIMENSIONS
H -CHANNEL SPACING
24"
36" -
42", 48
24"
36"
42"
48"
MAX. TOTAL HEIGHT
MIN. TYP.
WINDOW HEIGHT
IT -6" '
1 U-3"
9'-6" 8'-10"
MAX. TOTAL HEIGHT
MIN' TYP.
WINDOW HEIGHT
10' 3°
$'-4"
T-90-
T-3"
SEE ELEV. SHT.1
SEE ELEV. SHT.1
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GENERAL NOTES & SPECIFICATIONS
1. THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT SHALL
COMPLY WITH APPENDIX CHAPTER 31, DIVISION III, OF THE 1997 UBC.
2. DESIGN LOADS - SEE TABLES.
3. EACH ENCLOSURE SHALL HAVE PERMANENTLY AFFIXED AN IDENTIFICATION TAG
WITH THE NAME AND ADDRESS OF THE ENCLOSURE MANUFACTURER.
4. ENCLOSURE WALLS MAY HAVE ANY CONFIGUPATION WHICH PROVIDES AN OPEN
AREA OF THE LONGER WALL AND ONE ADDITIONAL WALL THAT IS EQUAL TO AT LEAST
65 PERCENT OF THE AREA BELOW A MINIMUM HEIGHT OF 6'-8" OF EACH WALL.
9. OPENINGS MAY BE ENCLOSED WITH INSECT OR READILY REMOVEABLE
TRANSLUCENT OR TRANSPARENT PLASTIC NOT MORE THAN 0.125 INCHES IN
THICKNESS. OPENINGS MAY ALSO BE ENCLOSED WITH READILY REMOVEABLE
TEMPERED GLASS OF NO MORE THAN 0.125 INCHES IN THICKNESS WHICH COMPLIES
WITH SECTION 2400 OF THE UNIFORM BUILDING CODE REGARDING HUMAN IMPACT.
TEMPERED. GLASS INSTALLED IN AREAS WITH BASIC WIND SPEEDS OF 80 MPH AND
GREATER MUST COMPLY WITH AREA LIMITATIONS OF SECTION 2403 OF THE UNIFORM
BUILDING CODE IN RESISTING WIND FORCES, AND IS SUPPORTED IN ACCORDANCE
WITH STANDARDS OF THE UNIFORM BUILDING CODE.
6. KICK PLATE AREAS MAY BE SAFETY GLAZED. ACCORDING TO CHAPTER 24, SECTION
2406 OF THE 1997 UNIFORM BUILDING CODE. SAFETY GLAZING MAY BE PLASTIC OR
GLASS.
7. SANDWICH WALL PANELS OF HARDWOOD, PARTICLEBOARD OR PLYWOOD WITH A
FOAM CORE SHALL COMPLY WITH I.C.B.O. REQUIREMENTS AND/OR BE
CALIFORNIA -FACTORY BUILT HOUSING APPROVED. SANDWICH PANELS MAY BE
SUPPLIED BY OTHERS.
8. CONCRETE ANCHORS SHALL BE RECOGNIZED BY I.C.B.O. EVALUATION SERVICES,
INC..
9. FASTENERS: "POP" RIVETS SHALL BE 1/8" 0 W/ 50 50 ALUM. RIVET & CARBON
STEEL PLATED MANDREL. SHEET METAL SCREWS SHALL BE STAINLESS STEEL CAD.
PLATED OR GALVANIZED. ALL ALUMINUM EXTRUSIONS ARE OF ALLOY & TEMPER
6063-T6 UNLESS OTHERWISE NOTED.
rEX
cslo�qco
�'1543
0-2005
or C
IZ
m
m
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE BY
TABLE A: L.L. = 10 PSF BEARING WALL SYSTEM SECTION A
70 MILES PER HOUR
90 MILES PER HOUR
LIVE LOAD= 10 PSF WIND LOAD= `10 PSF
LIVE LOAD= 10 PSF WIND LOAD= 15 PSF
UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0" OR LESS
UPLIFT= 11.25 PSF FOR HEIGHT= 10'-0" OR LESS
UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0"
UPLIFT= 15 PSF FOR HEIGHT GREATER THAN 10'-0"
FEMALE -MALE H -CHANNEL
FEMALE -MALE H -CHANNEL
2
2
MAXIMUM
H -CHANNEL SPACING
MAXIMUM
H -CHANNEL SPACING •
ALLOWABLE
ALLOWABLE
ALLOWABLE
H -CHANNEL SPACING
24"
EQUAL "H" CHANNEL
2
EQUAL "H" CHANNEL
2
MAXIMUM
DIMENSIONS
24"
36"
42"
48"
DIMENSIONS
24"
36"
42"
48"
MAX. TOTAL HEIGHT
10' 6"
9'-9"
9'-0"
8'-6"
MAX. TOTAL HEIGHT
10'-6"
9'-9"
9'-0"
8'-6"
MIN. TYP.
WINDOW HEIGHT
MIN' TVP'
WINDOW HEIGHT
SEE ELEV. SHT. 1
SEE ELEV. SHT. 1
8'-4"
7'-9"
RACEWAY CHANNEL &MALE 2
j
RACEWAY CHANNEL & MALE
MAXIMUM
H -CHANNEL SPACING
MAXIMUM
H -CHANNEL SPACING
ALLOWABLE
ALLOWABLE
24"
36"
42"
48"
24"
36"
42"
48"
DIMENSIONS
DIMENSIONS
MAX. TOTAL HEIGHT
11'-6"
11'-6" —
11'-6"
ll' -3"
MAX- TOTAL HEIGHT
11'-6"
10'-7"
9'-10"
9'-2"
SEE ELEV. SHT. 1
SEE ELEV. SHT. 1
MIN. TYP.
MIN. TYP.
WINDOW HEIGHT
9'-2"
WINDOW HEIGHT
P.
MIN. H
WINDOW HEIGHT
MALE -EQUAL -MALE "H" CHANNELS 2
MALE -EQUAL -MALE "H" CHANNELS 2
MALE -EQUAL -MALE "H" CHANNELS 2
Iv
MALE -EQUAL -MALE "H" CHANNELS 2
MAXIMUM
H -CHANNEL SPACING
MAXIMUM
H -CHANNEL SPACING
ALLOWABLE
ALLOWABLE
ALLOWABLE—
ALLOWABLE
DIMENSIONS
24"
36"
42"
48"
DIMENSIONS
24"
36"
42"
48"
MAX. TOTAL HEIGHT
1 V-6"
11'-6"
11'-3"
10'-6"
MAX• TOTAL HEIGHT
11'_6"
11'_6"
11'-3"
10'-6"
MIN. TYP.
WINDOW HEIGHT
MIN. TYP.
WINDOW HEIGHT
SEE ELEV. SHT. 1
SEE ELEV. SHT. 1
EQUAL "H" CHANNEL2
EQUAL "H" CHANNEL 2
WINDOW HEIGHT
MAXIMUM
H -CHANNEL SPACING
MAXIMUM
H -CHANNEL SPACING
ALLOWABLE
ALLOWABLE
MAXIMUM
H -CHANNEL SPACING
MAXIMUM
H -CHANNEL SPACING
ALLOWABLE
ALLOWABLE
DIMENSIONS
24"
36"
42"
48".
DIMENSIONS
24"
36"
42"
48"
MAX. TOTAL HEIGHT
10'-6"
9'-9"
9'-0"
8'-6"
MAX. TOTAL HEIGHT
10'-6"
9'4"
9'-0"
8'-6"
MIN. TYP.
MIN. TYP.
SEE ELEV. SHT. 1
SEE ELEV. SHT, 1
WINDOW HEIGHT
8'-6"
WINDOW HEIGHT
SEE ELEV.. SHT. 1
TABLE B: L.L. = 10 PsF NON - BEARING WALL SYSTEM SECTION B
70 MILES PER HOUR
70 MILES PER HOUR
LIVE LOAD= 20 PSF WIND LOAD= 10 PSF
90 MILES PER HOUR
UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0' OR LESS
LIVE LOAD= 10 PSF WIND LOAD= 10 PSF
UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0'
LIVE LOAD= 10 PSF WIND LOAD= 15 PSF
FEMALE -MALE H -CHANNEL 2
UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0" OR LESS
UPLIFT= 115 P F F GR 1
UPLIFT= 11.25 PSF FOR HEIGHT= 10'-0" OR LESS
MAXIMUM
UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0"
MAXIMUM
UPLIFT= 15 PSF FOR HEIGHT GREATER THAN 10'-0"
ALLOWABLE
2
ALLOWABLE
H -CHANNEL SPACING
24"
EQUAL "H" CHANNEL
2
EQUAL "H" CHANNEL
2
MAXIMUM
H -CHANNEL SPACING
48"
MAXIMUM
H -CHANNEL SPACING
MAX. TOTAL HEIGHT
ALLOWABLE
ALLOWABLE
24"
36"
42"
48"
24"
36"
42"
48"
DIMENSIONS
DIMENSIONS
MAX. TOTAL HEIGHT
11'-6"
10'-3"
9'-6"
8'-10"
MAX. TOTAL HEIGHT
10'-3"
8'-4"
7'-9"
1 T-3"
MIN. TYP.
WINDOW HEIGHT
MIN. TYP.
WINDOW HEIGHT
SHTi
SEE ELEV. .
SEE ELEV. SHT. 1
ALLOWABLE
= J
O
i�
14
,�,ES G. PC -i'
Lu
N 5; 4Y.
W z
ta
CL
0
n
J
W
H
x�
U W
IxZ
O 7
o
U
W
w
z =
0 8
w
'-
Zw
Lu
v
J U
= z = Z xx-
O O O O""�
w MOO
O O O X ww°a
N N ZV O n
+ + +LL
`
0
0 0
u) U) U)
D_ O_ d
0 0 Cl
N c+)
n n u
J J J
m
oz
_O
WF- F
a�
ai0
a
U�W
ir
�i
TFOFCA'�
m
LE C: L.L. = 20 PSF BEARING WALL SYSTEM (CONT.) SECTION A
If
70 MILES PER HOUR
90 MILES PER HOUR
LIVE LOAD= 20 PSF WIND LOAD= 10 PSF
LIVE LOAD= 20 PSF WIND LOAD= 15 PSF
UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0' OR LESS
UPLIFT= 11.25 PSF FOR HEIGHT= 10'-0" OR LESS
UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0'
UPLIFT= 15 PSF FOR HEIGHT GREATER THAN 10'-0"
FEMALE -MALE H -CHANNEL 2
FEMALE -MALE H -CHANNEL Z
UPLIFT= 115 P F F GR 1
.
MAXIMUM
H -CHANNEL SPACING.
MAXIMUM
H -CHANNEL SPACING
ALLOWABLE
2
ALLOWABLE
H -CHANNEL SPACING
24"
36"
42"
48"
24"
36"
42"
48"
DIMENSIONS
DIMENSIONS
MAX. TOTAL HEIGHT
10'_6"
91-9"
9'-0"
8'.6"
MAX. TOTAL HEIGHT
10'76"
9'-9"
9'-0"
8'-6"
MIN. TYP..
MIN. TYP.
MIN. TYP.
MIN. TYP. E ELEV. SHT. 1
WINDOW HEIGHT
SEE ELEV. SHT. 1
WINDOW HEIGHT
SEE ELEV. SHT. 1
WINDOW HEIGHT
RACEWAY CHANNEL & MALE
RACEWAY CHANNEL & MALE
MAXIMUM
H -CHANNEL SPACING
MAXIMUM
H -CHANNEL SPACING
ALLOWABLE
ALLOWABLE
DIMENSIONS
24"
36"
42"
48"
DIMENSIONS
24"
36"
42"
48"
MAX. TOTAL HEIGHT
11'-6"
11'-6"
11'-6"
11'-3"
MAX. TOTAL HEIGHT
11'-6"
10'-7"
T-10"
9'-2"
MIN.SEE
H
WINDOW HEIGHT
P.
MIN. H
WINDOW HEIGHT
ELEV. SHT. 1
SEE ELEV. SHT. 1
MALE -EQUAL -MALE "H" CHANNELS 2
Iv
MALE -EQUAL -MALE "H" CHANNELS 2
MAXIMUM
H -CHANNEL SPACING
MAXIMUM
H -CHANNEL SPACING
ALLOWABLE—
ALLOWABLE
DIMENSIONS
24"
36"
42"
48"
DIMENSIONS
24"
36"
42"
48"
MAX. TOTAL HEIGHT
11'_6"
11'-6"
1 ll' -3"
10'-6"
MAX. TOTAL HEIGHT
11'-6"
ll' -6"
11'-3" j
10'-6"
MIN, TYP.
MIN. TYP.
SEE ELEV. SHT. 1
SEE ELEV. SHT. 1
WINDOW HEIGHT
WINDOWHEIGHT
EQUAL "H" CHANNEL 2
EQUAL "H" CHANNEL 2
MAXIMUM
H -CHANNEL SPACING
MAXIMUM
H -CHANNEL SPACING
ALLOWABLE
ALLOWABLE
DIMENSIONS
24"
36"
42"
48"
DIMENSIONS
24"
36"
42"
48"
MAX. TOTAL HEIGHT
10'-6"
9'-9"
9'-0"
8'-6"
MAX. TOTAL HEIGHT
10'-6"
9'-9"
9'-0"
8'-6"
SEE ELEV. SHT. 1
SEE ELEV.. SHT. 1
MIN. TYP.
MIN. TYP.
WINDOW HEIGHT
I
WINDOW HEIGHT
TABLE D: L.L. = 20 PSF NON - BEARING WALL SYSTEM (CONT.) SECTION B
70 MILES PER HOUR
90 MILES PER HOUR
LIVE LOAD= 20 PSF WIND LOAD= 10 PSF
LIVE LC AD=-tiO-�SF WIND -L -G600-46 nFm
UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0" OR LESS
UPLIFT= 5
1.2 F I R
S U ! NTA
UPLIFT= 0 PSF FOR HEIGHT GREATER THAN 10'-0"
UPLIFT= 115 P F F GR 1
.
EQUAL "H" CHANNEL 2
EQU 01'4
2
H -CHANNEL SPACING
MAXIMUM
MAXIMUM
F
36"
42"
48°
ALLOWABLE DIMENSIONS24°
ALLOWABLE DIM
NSIONS 9d" 36" 42"
48"
MAX. TOTAL HEIGHT
10'-3"
8'-4"
7'-9"
T-3"
MAX. TOTAL H Ic j,A� 10'-3" e' Y 7'-9"
7'-3"
MIN. TYP.
MIN. TYP. E ELEV. SHT. 1
SEE ELEV. SHT. 1
WINDOW HEIGHT
WINDOW HEIGHT
1.615 1.500
1.510
WINDOW SILL
ALUM_ ALLOY 6063-T5
.200 � k ---
TOP (CHANNEL (BEARING WALL;
ALUM. ALLOY 6061-T6
STIFFENER, USE IN HIGH
WIND AREA
1.115"
n i
r
79
.141 �
2.257
z�
�w
a�
✓{1
ALUM. ALLOY 6061-T6 a<°`m RACEWAY "H"
O W
O " W
_
30 - ° m
--.aeo 14� � 30�
` .278 �
.090
2.000 .125
z
.DBD o �
Z �
CL
TOP CHANNEL COVER F�;
390 0
C ANNEL COVER
�� ��,; ;• �; ;MALUM. ALLOY 6063-T6
Fj.950 � �
0.640" 500 t
.165
67 .165 I
.75" .850 w -
z
.299 = m
1.025"
WINDOW SIDE CHANNEL Z N
" EQUAL "H' CHANNEL
ALUM. ALLOY 6063-T6
?m
WINDOW INSERT Ws
BAY "H" GLAZING CHANNEL ALUM. ALLOY 6063-T5 Z XXw
WITH STIFFENER 00
uj
W
ALUM.'ALLOY 6063-T5 160 X
2.010 LL ' n
ALUM. ALLOY 6063-T5
� w
410 .375
1.175
055"
io 1-1/2" 3re" 0 M.B. TYP.
OD SCREW, 3" MAX FROM � e
NCH SIDE EA SIDE
"H" CHANNEL OF VERTICAL -2.11
MULLION-
LER PANEL STD. WASHER FEMALE "H" CHANNEL
BOTTOM ALUM. ALLOY 6063-T6
80770M CHANNEL CHANNEL
2.11
rg-qTw 2.010
- JECKWG 2•' 0 WASHER PLT. WOOD DECHING 480
ENCLOSURE ATTACH.TO WD: DECK F2.0
I .540 Z o
153 W o z
NOTE: DECK DESIGN BY OTHERS ENCLOSUREATTACH.TO WD. DECK
MAY NOT CAUSE OVERALL90 0 3 0
HEIGHT TO EXCEED MAXIMUM. �; W
NOTE: DECK DESIGN BY OTHERS MALE "H" CHANNEL
MAY NOT CAUSE OVERALL HEIGHT _
TO EXCEED MAXIMUM. _ --
ALUM. ALLOY 6063-T6
D
HEAD CHANNEL
ALUM. ALLOY 6063-T6
3.900
2.40
.055 � .056 _I
2.260 2.26o W
J ~
�-2.140---� 2.140 3
= W
w'
0.055 0.260 o a
X0.055 I 0.015 L 0.015 F _
° fT
1'MIN � 0.25C � 0.250 �
tlao 1.140 �
22' a �
w
w
z -
BOTTOM CHANNEL ��
Z9zliI
009 -
2.110
--I{-- . U 8 T
RACEWAY "H" CHANNEL
ALUM. ALLOY 6063-T5
2.202
ti
.2 H z
� U
N
O O�
u
_ �w
W. a:>
6 �w
c�imag
ogm
CORNER CHANNEL
ALUM. ALLOY 6063-T6 gad
°<e�g
9>r�b
7�Sn
WINDOW
ALUM. ALLOY 6063-T6 c� � Z
wNuy
Z X%w
Z gu'•m
W W W a
I OQKy
--moi 1.038 f� �
0.070 DIA.
0.190
CITY'. (,�UINTA
DEPT.
BUILD( !G & AF� D
��I P ,®j
ICTION
} � a
0.178
DATE--- T- co
TOP CHANNEL W
Boz
ALUM. ALLOY 6063-T6 0�
moa
U W �
0.070 DIA.
0.190
CITY'. (,�UINTA
DEPT.
BUILD( !G & AF� D
��I P ,®j
ICTION
} � a
0.178
DATE--- T- co
TOP CHANNEL W
Boz
ALUM. ALLOY 6063-T6 0�
moa
U W �
EXIST. RESIDENCE CORNER CHANNEL RACEWAY "H"
N
a r FILLER PANEL RACEWAY "H" o 'o
OPTIONAL DOOR LOCATION w w
LIVE LOAD MAX. PROJECTION ' o w w
I
1 10 psf 21'4" ( #8
MAXIMUM 1 20psf 1T-0" 1 S.M.S. OR
PROJECTION 30 psf 14'-0" t 1/8^0 °pOp^ 5
RIVETAT
DOOR (30', 74' MIN.) I TOP, BOTT. i
Son.) I MID -HEIGHT, WINDOW SIDE FRAME
POST SHALL NOT OCCUR m (j m
IN FRONT OFDOOR > z EA. SIDE, SECTION E H ?
I
W v; TYPICAL SECTION D
n RACEWAY "H CHANNEL @
NOTE: OVERHANG VARIES AWNING SUPPORT POSTS ti U
O :03 O OwN
@NON-BEARING SYSTEM u O Za FILLER PANEL Z .025
TO 24• MAXIMUM VARY io sulr z
916
MAX. LENGTH PER THE REQUIREMENTS A 0. <o SECTION C #14XJ 12"S.M.S. W/ m W i
OF THE APPROVED PATIO COVER DRAWING
ROOF PLAN iz 1"O.D.PLATE WASHER > .. DE.
B Om-�9� IN EOPRENE INSERT. Om a
EXIST. RESIDENCE 04 � `� FEMALE •H' CHANNEL • SPACE 12"O.C. i' ° P#i
Q�oeq
MALE 'W CHANNEL ' nmomW
8. •/ FEMALE "H" CHANNEL
MIN. SOLID MALE' "H" CHANNEL
F Qc3: gz& SECTION �oZ
C / our,/� / °d�FEMALE/MALE"H"CHANNEL Nm
INSULATED 3" w n -
J D F J j .Na -a' c / THICK ROOF PANEL j c o
ooOR � O WI OW SIDE FRAME _
G E K H E G K #8 S.M.S. OR 1/8" "POP" RNETAT 32"O.C.
STANDARD PANEL '�F = SECTION F wl MAX. WHERE WINDOW OCCURS & 24" O.C.
j S j 7 / : INSULATED ROOF PANEL
WIDTH za", 36", a2^ , 21'_0" MAX � . ` ( MAX. WHERE PANEL OCCURS; EACH SIDE, TYPICAL:
WI TH SEE TABLES BEARING WALL SYSTEM
SHT. 2 PROJECTION w ��O ���S G.,!�''.� �;''v: �`.FEMALE/MALE "H"CHANNEL SIDENFDf20AME SECTION H
FRONT WALL ELEVATION
50 U W
f w Z
MAX. n AY WINDOW p j f , �tM4x3 12"S:M.S. W1 MALE "H" CHANNEL 3 m
OVERHANG 3 0 -66. PLATE WASHER 0
8 N PRENE INSERT. z
C z SP E17'O.C. 111 w
vt 17 MAX.
Z /j D "•r:5' :�`,��•° ,a.e.r WINDOW
MALE "H",CHANNEL
L o SIDE FRAME EQUAL "H" CHANNEL
w S%� T_ �c1. :C`�' #8 S.M.S. OR 1/8" "POP" RIVET AT EACH END
G K E
OF C r' ` INSULATED OF EACH CHANNEL & AT 32"O.C. MAX. FILLER EQUAL "H" CHANNEL W
p 3" THICK INTERMEDIATE EACH SIDE, TYPICAL PANEL ?
STANDARD PANEL �� —..� o ROOF PANEL SECTION J SECTION K i
APPROVEDPATIO _ WIDTH: 24",36",42"OR 48", APPROVEDPATIO U
SEE TABLES. SHT.2. Z MALE/EQUAUMALE/"H"CHANNEL MALE/EQUAUMALE/'H'CHANNEL z a� z
COVER ROOF. COVER ROOF. ? m
TOP 8 BOTTOM TRACK SHALL C7 z 9 INSULATED ROOF PANEL
Z9
BEAR FIRMLY ON MULLION SIDE WALL ELEVATION Z U wg #8 S.M.S. W/ INTEGRAL
Q W m NON-BEARING SYSTEM
PRIOR TO INSTALLATION E rc S WASHER @12"O.CC.. APPROVED PAT10 W 00
OF FASTENERS. W 0 0,: SECTION I { COVER ROOF Z X X w
#8 METAL BACKED 5/8' z XO XO 1V 001
NEOPRENE WASHERED #8 S.M.S. 3 0 2 1 Z o
S.M.S. @ 8" O.C. MAX. I 8' O.C. z '20.
W y y O
TOPTRACK �_ 2-#8S.M.S. EA. SIDE I I N N C EXIST. EXTERIOR WALL #8 S.M.S, LU ww K
TOS OF "H' CHANNEL 4 PER
DIRECTLY OVER OR 1/8"'POP"RIVETS. I LLLL @ 32" O.C.
'WCHANNEL
w 10
HEADER FILLER 248 SMS EA. SIDE F TOP �.
PANEL SIDE OF'H'CHANNEL u- $ CAULKING CHANNEL
(4 PER 'H7 OR 1/8'0
'POP' RIVETS / #8 S.M.S. OR 1/8"0
#8 S.M.S. OR 1/8"0 -POP" RIVET AT
HEADER FILLER PANEL "POP" RIVET AT AT TOP, BOTTOM &
AT TOP, BOTTOM & & MID-HGT.
'BOTTOM TRACK 4'-6' M1N. WINDOW OPENING 3 ? &MID-HGT. EACH SIDE, TYP. 2
SEE TABLES, SHT.2 NOTE: B'-0" MAX. WIDTH TEMPERED GLASS w CHANNEL AT WALL
SPLICES SIDE SLIDING DOORS MAY BE INSTALLED i `o a � EACH SIDE, TYP. /
MINIMUMFROM 3 3 SECTION L FILLER PANEL •� s"
IN END WALLS WHERE SOLID PANELS ARE y O F
�� PERMITTED, (SEE NOTE ON FLOOR PLAN). " o
CHANNEL6 TOP CHANNEL AT SIDE WALL Y
EXTRUDED OR EXIST. APPROVED ENCLOSABLE SECTION M
KICKPLATE FILLER PANEL q - R.F. FASCIA AWNING STRUCTURE
2-98 SMS. ' � � � WINDOW SIDE FRAME
OF SIDE •- I KICKPLATE FILLER PANEL .FILLER PANEL
OF'H' 1/4"O'RAWLSTUD'OR - 1 1 a'
CHANNEL '° a #10 S.M.S.
(4 PER 1'0 EQUAL PER ICBG ER -4514, -��J ) 1f4'0'RAWL STUD'OR c E ROOF PANEL @8^O.C. O
6' MAX. FROM EA. SIDE I EQUAL PER ICBO ER -4514,
OR 1/8'0 OF -H- CHANNEL (2 PER PANEL) 6' MAX. FROM EA. SIDE
'POP' RIVETS ! OF "H -CHANNEL (2 PER PANEL) m j
1 m � TOP �1 �� � � � ����T
.} A
QUILDI • •� NDOW SIDE DEPT.
•(— EXIST.CONC. , ( 1 ° #8 S.M.S. OR 1/8"0 FRAME ri EQUAL HCHANNEL
' °" •°' - - `"`-- SLAB IN GOOD e° z o "P P" RIVETAT /'•°� `- ® viz O
�' '• • v' 0 z ATTOP, BOTTOM 8 SECTIION,B� FILLER PANEL ui g z
."' ° , e •,-, o °,. •: •- •; _ o° CONDITION ui F FILLER PANEL /'�
(3 OR
MIN. �•°6• °• ° air &MID-HGT. vsy.�, EQUAL"H"CHANNEL ~
( o, E(FLQ1' ^(A/i t�Dpyy� Es ��7� ISECTION Q cri
EXIST.CONC. SLAB IN GOOD CONDITION OR 112'TIMES °• •• m J a EACH SIDE, TYP. �+M. T
(3112 -ST. CONTHK. MIN. OR 7 12' TIMES THE ANCHOR EMBED.DEPTH THE ANCHOR EMBED.DEPTH Lj >
UWK
WHICHEVER IS MORE RESTRICTIVE.) - w EQU "H" W/ SOLID WALL
SECTION A WhiICHEVER IS MORE RESTRICTIVE.) SECTION B DAT Ely
BEARING WALL SYSTEM CHANNEL AT FRONT WALL
NON-BEARING SYSTEM
SECTION N
ER -2640P
icQ GENERAL NOTES AND SPECIFICATIONS:
1. ALUMINUM DESIGN AND STRESSES ARE PER THE 1997 EDITION OF THE UNIFORM BUILDING CODE AND THE LATEST EDITION OF THE ALUMINUM CONSTRUCTION MANUAL.
2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR
GREATER YIELD AND ULTIMATE STRENGTHS.
3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. CONCRETE SLAB SHALL HAVE 3 1!2" MINIMUM THICKNESS AND SHALL BE IN
GOOD CONDITION.
4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL UN -DISTURBED SOIL OR CERTIFIED FILL. DESIGN VERTICAL SOIL BEARING PRESSURE =1,000 P.S.F.
5. ALL STEEL MEMBERS SHALL BE HOT -DIP GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO A.S.T.M, A-446, GRADE C,
UNLESS OTHERWISE NOTED.
6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED STEEL, CADIUM OR ZINC PLATED. ALL BOLTS SHALL CONFORM TO
A.S.T.M. A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1116" MAXIMUM.
7. EXPANSION BOLTS SHALL BE "HILTI KWIK•BOLTS" PER I.C.C. ER- 4627, RAWL DRIVE ANCHOR PER ICC ER -5225, OR EQUAL. ALL BOLTS
SHALL HAVE A MINIMUM CONCRETE EDGE DISTANCE OF SIX BOLT DIAMETERS.
B. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSABILITY.
9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED, I.E., PROJECT, POST SPACING, FOOTING DETAIL, ETC.
10. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL
PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER I.C.C. CRITERIA.
11. FREESTANDING PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL.
12. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED COMPLYING WITH APPENDIX CHAPTER 31, DIVISION 111, OF THE 1997 UBC.
13. THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9. 1.2 & 11.1.2.
MG & SAFE
pp\I EDN
o�soNs-�Ru
F
gY
I DA1
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
IQV,OFESSIO
QPM
NO. 21543
EXP. 9-30-2005
S�. CIV11. \y-
wl
I.C.C. E.S. EVALUATION
DRAWN BY: KK
R
LIVE LOAD •
PATIO COVER SYSTEMAS MFG. By: --
:
SHEET
REPORT NUMBER
ER
DATE: t 11232002
F JAMES 0. FOX, CIVIL ENGINEER
10, 20 & 30 par
DURALUM PRODUCTS, INC.
1(916)452-7021
ER -2640P
SCALE: NONE
E 8080 TELEGRAPH RD., DOWNEY, CA 90240
GENERAL NOTES
HORIZ. WIND •
8289 ALPINE AVE., SACRAMENTO, CA 95828
1 OF 30
REVISED BY: K.K. B D.P.
(5821608-1337 FAX:927.2509 (oxen hotmeil. - m
70, 00 8 110 MPH
FAX 403-1519 eelee urelum.c.
"wo. urmae 1
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
O.H. VARIES, SEE SCHEDULE
SEE DETAIL FOR SPLICE
1 1/2" SO. SCROLL POSTS
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
ATTACHMENT CHANNEL
SEE DETAIL
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
11A"
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
OPTIONAL:
O.H. VARIES, SEE SCHEDULE
SOLID PATIO TYPES
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
(MAY NOT gE ENCl06FD '
SEE DETAIL FOR SPLICE!TSIII
DRAWN BY: KK
FOX ENGINEERING INC.---
LIVE LOAD a
PAI R SYSTEM A FG. Y:
POS
OPTIONAL: CANTILEVER BEAM
DATE:11123/J002
JAMES G. FOX, CIVIL ENGINEER
SEESCHEO
SCHEDULE
SEEPOST
SO. POSTS. SIZE VARIES
Zf6
SPACINOR
E 8080 TELEGRAPH RD., DOWNEY, CA 90240
NORM WIND -
8289 ALPINE AVE., SACRAMENTO, CA 95828
1(916)452-7021
2 OF
3 112" SLAB
MAY BE USED
982 805.1337 FAX:927.2508 foxen halmall.aom
ALTERNATE:O
POSTSPAC
1
TO CONSTRAIN
SINGLE POST
NG
FOOTING, SEE
SEE SCHEDULE
SCHEDULE
NOTE 0 SPLICE AT THIS
�!
POST D AT END BAYS.
r
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING
CUBE SIZE
. 1/2
x 9" STEEL ROD
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER 1
COMPONTENT UNLESS OTHERWISE SHOWN
TYPE "C" FREESTANDING W/CANTILEVER OPTION
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
O.H. VARIES, SEE SCHEDULE
SEE DETAIL FOR SPLICE
1 112" SO. SCROLL POSTS
31/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
ATTACHMENT CHANNEL
SEE DETAIL
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
m
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
ALUMINUM —' ^ OF
ROOF PANEL p, S7RUCTUV�
SEE SCHEDULE (MqY T
FOR SPANS O Np gEENCLOSED)
OPTIONAL:
O.H. VARIES, SEE SCHEDULE
SEE DETAIL FOR SPLICE
POST OPTI NAL: CANT E
SQ. POSTS, SIZE VARIES SEE SCMe C/NG SEE S SPACING DULE R
ALES
3 vz" sue 0•H.
MAY BE ALTERNATE: 1/12
n POST SP
Or��O�INSE 1 SEE CHEDULE NOTE 0 SPLICE ASINGLE POSTC/NG
r Tim__ 0. POST D AT END SAYS.IS
n & ANT U
FOOTING IA ERE�R 00WED I
C0%C%SGHEDUlE'F`OR FOOTING CUBE SIZE
NNOTE: EACH COMPONENT IS INTER -
F 1/2 " S EL ROD CHANGEABLE WITH ANY OTHER
Y COMPONTENT UNLESS OTHERWISE SHOWN.
8
JrWE-"D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
I.C.C. E.S. EVALUATION
DRAWN BY: KK
FOX ENGINEERING INC.---
LIVE LOAD a
PAI R SYSTEM A FG. Y:
SHEE
REPORT NUMBER
DATE:11123/J002
JAMES G. FOX, CIVIL ENGINEER
10, 20 b 30 paf
DURALUM PRODUCTS, INC.
ER -2840P
SCALE: NONE
E 8080 TELEGRAPH RD., DOWNEY, CA 90240
NORM WIND -
8289 ALPINE AVE., SACRAMENTO, CA 95828
1(916)452-7021
2 OF
REVISED BY: KK 8 D.P.
982 805.1337 FAX:927.2508 foxen halmall.aom
70, 90 8110 MPH
FAX 403.1519 eeb duralum.com1""07-0.
RAFTER. SEE TABLE
OPEN LATTICE
TYPES
��sr,NG
FOR SIZE
PROD.0
MAX. PRDJ.
SEEBCMEDULE
MAX.
BEE SCHEDULE
BU/
<01%
NOTE:
MAX. O.N.
-
OP1PE�E ENENCLOSED.STRUCTURE
MAY
SEE SCHEDULE
RAFTER, BEE TABLE
FOR SIZE
rsp'1C 'VO
iy0
b AND SPACING
i��q,t
Oy
r
�CegC,Rkq,U,O
P HEIOHf
SEE G. ED
�'C�G•
�
P T HEIGHT
1B
6EE CN DOLE 0.
LENGTH OF STRUCTURE VARIER�_A
Oy
18
OST HATH SIDE-
Oy
PLATES SEE DETAIL
LENGTH OF STRUCTURE VARIES
NOTE: EACH COMPONENT IS INTER-
912' BLAB ATTACHMENT
MAY BE USED WHERE
s rsp
POST WITH SIDE-
PLATES BEE TAIL
CHANGEABLE WITH ANY OTHER sir
a PERMITTED. RMITTE .
COMPONTENT UNLESS OTHERWISE SHOWN. 16�F
FOOTING WHERE REQUIRED,
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHERS
312' SLAB ATTACHMENT
MAY BE USED WHERE
SEE SOHED. FOR FOOTING CUBE SIZE
COMPONTENT UNLESS OTHERWISE SHOVIJ. �r1s
[F
SEE SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
NOTE: THIS OPEN LArnCE-TYPE STRUCTURE
S :NIS
MAY QBE ENGLOBED.
FOOTING WHERE REQUIRED,
SEE SCHEO. FOR FOOTING CUBE SIZE
TYPE "E" ATTACHED SINGLE SPAN
LATTICE STRUCTURE
TYPE T" ATTACHED MULTISPAN
LATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE ENCLOSED.
�16u MAX. PROD.
MAX. PROD,
SEE SCHEOULf
NOTE:THIS OPEN LArnCE-TYPE STRUCTURE.
+1 SEE SCHEDULE
RAFTER, SEE TABLE
MAY I WE ENCLOSED.
o cm
FOR SIZE
AND SPACING
3S1dpF Mq,l-
RAFTER, SEE TABLE
q.,
"firip
FOR SIZE
35 AND SPACING
qc
C
._ OST HEIGHT
B EDULE
T HEIGHT
BE EDULE Or-
GLENGTH
OV
LENGTHOF STRUCTURE VARIES
18
Oy
OST CROB84iECTIO
LENGTH OF STRUCTURE VARIES
BEE POET DETa
sFF
qC�
4c 'VG
POST CR SS -SECTION,
SEE POST D;��3
r
NOTE: EACH COMPONENT IS INTER-
312• SLAB
USED
MAY 8E USED
CHANGEABLE WITH ANY OTHER sFFT q TO CONSTRAIN
2' SLAB
MAY BE USED
COMPONTENT UNLESS OTHERWISE SHOWN.
EE
�lF SCHEDULE
NOTE: EACH COMPONENT IS INTER-
TO CONSTRAIN
CHANGEABLE WITH ANY OTHER sFFT °
SCHEDI NG,
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN. ��
8
SEE SCHED. FOR FOOTING CUBE SIZE
FOOTING WHEREREQUIRED
SEE SCHED. FOR FOOTINGCUBE 812E
TYPE "G" FREESTANDING SINGLE
SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN LATTICE
STRUCTURE
I.C.C. E.S. EVALUATION
DRAWN BY: KK
FOX ENGINEERINGINC.
LIVE LOADSHEET
PATIOCOVER
AS Y:
REPORT NUMBER
DATE: 1112312002
JAMES G. FOX, CIVIL ENGINEER
10, 20 a 30 p;
DURALUM PRODUCTS, INC.
1(916)452-7021
3 OF 30
ER -2840P
SCALE: NONE
E 6060 TELEGRAPH RD., DOWNEY, CA 00240
HORIZ. NAND a
8288 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: KK. a D.P.
(562)806-1337 FAX -927.2509 foxonafthomull.com
70, 00 8 110 MPH
FAX 403.1618 S&MA4
JOB NO.GFW-Wl
PANEL SPANS AND OVERHANG FOR PATIO STRUCTURES 70/90/110 MPH 12' HEIGHTS
35" "
.25" T=SE A 40
.87' 4
40"
77" 09R. (I.S.)
.256T'
"
ALL UNMARKED RADII.0611
S
R=.1,r
11
2.46" .70" 4q"
ao' .25'
---+�� .35"
yy
45 2,5" N
TYP 3g"=
1.125•
1.125• T'
.40"
40
1.48' 3.00' �-- 4.50" 4.50" �- 4.50" 4.51 0".
" 75" 75"
•7s'
3.00'
7,25"
24.00"
ALUM. ALLOY 3004H36 OR EOUAL
ALUM. ALLOY 3004-H36 OR EQUAL
ALUM. ALLOY 3004-H36 OR EQUAL
24" TRI='V" PAN
8"x2 1/2" FLAT PAN W/(2)-V'S
12" x 31/2" W PANEL
L.L.=
PANEL"T'
70 MPH
90
MPH
110
MPH
"T'
70 MPH
90 MPH
110 MPH
r
70 MPH
90 MPH
110 MPH
(PSF)
(IN.)
(IN.)
(IN.)
SPAN
O.H.
SPAN
O.H.
SPAN
O.H.
SPAN
O.H.
SPAN
O.H.
SPAN
O.H.
I SPAN
I O.H.
SPAN
O.H.
SPAN
O.H.
10
.018
12'.1„
4'-0"
12,_1„
4'-0"
8'-0"
2'-6"
.020
12'-10"
4'-2"
10'-5„
3'-7"
8-4"
2'.11"
.020
15,•9"
5,4"
12'-9"
4'-5"
10-3"
3'-7"
.024
15'-0"
5'-2"
14,4„
4'-8"
9._0"
T-0"
.024
14'-1„
4'-7"
13,_2"
4'-4"
10'_7,
T-8"
.024
19,_0"
61-6"
15'-7,
5'-5"
12,_6"
4'-4"
.032
17'-0"
51-111,
17'-0"
5'-81.
10'4"
3'4"
.032
15'-5"
6'-1"
15,_5"
5'-1"
15'-0"
4'-11"
.032
20,-6"
7'-2"
14,_9"
5'4"
12'_2„
4-3"
.040
16'-T'
V.S.,
16'-T'
5'-5"
16,_5"
5,-5"
.040
22,_9"
7'-11"
16'-5"
5'-9"
13,-6"
4'-8"
20
.018
9'-2"
3'-2"
8'-9"
3'-0"
8'-0"
2'-6"
.020
9'-10"
3'-2"
9'-101'
3'-2"
8'4"
2'-9"
.020
12'-0"
4'-2"
12'-0"
4'-2"
12'-0"
4'-2"
.024
10'-8"
3'-8"
10'-a"
3'4"
9'-0"
3'-0"
.024
11'-3"
3'-8"
11'-3"
3'-8"
10'-7"
3'-5"
.024
14'-0'
4'-10"
14'-0"
4'-10"
14'-0"
4'-10"
032
13,_3„
4'-6"
111_9„
3'-8"
101.01,
3'-6"
.032
12'4„
4'-0„
12'•4"
4'-0„
12'4„
4'-0"
.032
16,_0"
5'-7"
161_01.
5'-7"
16,_0„
5'4"
.040
13'-3"
4'-4"
13'-3"
4'4"
13'-3"
4'-4"
.040
17' 0"
5'-11"
1T-0"
5,-11"
17'-0"
5'-11"
„
30
.018
7-8„
2'.6"
7._6„
2,_8„
g.p"
2'.g"
020
8'-1"
2'-8"
8'-1"
2'.8"
8' 1"
2'-8"
.020
10,-0,.
__3"-
34
't10')0
3'�S„
nC
T. l
024
9'-0'
3'.0"
9'-0"
2'-11"
9'-0"
3'-0"
.024
9'.4"
3'-1"
9,-4"
3'-1"
9'-4"
3'-4"
.024
2'-p'
, ►r12�
,
0
qq
� r`� I: l
4'-2"
ti-
120
4' 2
032
10'-10"
3'-8"
10'-10"
3'-9"
10'4"
3'-6"
.032
1o'-10"
3'-7"
10'-10"
3'-T'
10'-10"
3'-7"
.032
1
4'-1r0`�
14�-0J+
`4'-10'
12'-6"
t0"
1
gY
040
11'-8"
3'-10"
11'-8"
3'-10"
11'-8"
3-10"
.040
14' 8"
5'-1'
14'_6'=-5'-1"
-6"
5'-1"
m o.
L�
NO. 7161]
a� CIV\
I.C.C. E.S. EVALUATION
DRAWN BY.,KK.
FOX ENGINEERING IM.
LIVE LOAD
OV SYSTEM AS MFG, BY:
SHEET
REPORT NUMBER
DATE: 11/23/2002
JAMES G. FOX, CIVIL ENGINEER
E
PANELSPANS
10, 208 30 pat
DURALUM PRODUCTS, INC.
4 OF 30
ER-2840P
SCALE: NONE
8080 TELEGRAPH RD., DOWNEY, CA 90240
. WIND.
8288 ALPINE AVE., SACRAMENTO, CA 90826
REVISED BY: K.K. 8 D.P.
582 80&1337 FAX:927.2509 tos6n hotrnaB..
70, BO 6 110 MPH
70, 80
918 462.702, FAX 403.1819 aNea uMh1m.com
jos No. F02' 4
PANELFASTENERS
24"
24" TRI=V' PAN
L.L.= PSF 70. MPH 90. MPH 110. MPH
10 #8 S.M.S. #10 S.M.S. #10 S.M.S.
20 #10 S.M.S. #10 S.M.S. #12 S.M.S.
30 #12 S.M.S. #12 S.M.S. #12 S.M.S.
v
11" XJ 1/4" VV VANtL
L.L.= PSF
+ 70- MPH
90- MPH
110- MPH
10
#8 S.M.S.
#10 S.M.S.
#10 S.M.S.
20
#10 S.M.S.
#10 S.M.S.
#12 S.M.S.
30
#12 S.M.S.
#12 S,M.S.
#12 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
70/90/110 MPH
750"
12' HEIGHTS
075"
.440" 265
" 40"
R9.250 OPTIX? PRODUCTS ACRYLIC PER
I.C.C. E.R. 5411 OR EQUAL
SKYLIGHT DETAIL
SCHEDULE OF ALLOWABLE SPANS FOR 8'x2 112"
FLAT PANEL ADJACENT TO SKYLIGHT PANELS
L.L.=
8" PANEL SPANS
t=.020"
t=.024"
t=.032"
t=.040"
10
10'-2"
12'-9"
13'-4"
14'-7"
20
8'-10"
10'-3"
11'-4"
12'-3"
30
T-1"
8'-4"
9'-10"
10'-8"
USE A MAX. OF (1) SKYLIGHT PANEL PER (3) 8" ROOF PANELS
SFE63/p
�PB "5,
NO. ]1613
aw. woacw ;
O
I.C.C. E.S. EVALUATION DRAWN BY: KK ENGINE15RING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: SHEET
REPORT NUMBER DATE: 11/23/2002JAMEB G. FOX, CIVIL ENGINEER to, 20 3 30 pal DURALUM PRODUCTS, INC.
ER -2640; SCALE: NONE E 8060 TELEGRAPH RD., DOWNEY, CA 90240 PANEL FASTENERS HORIZ. NAND = 8269 ALPINE AVE„ SACRAMENTO, CA 85826 5 OF 30
REVISED BY: KK 6 D.P. 562 808.1337 FAX:927-2609 (oxen hofineA.00m 70, 90 8110 MPH (916) 452-7021 FAX 403.1619 eeb dumIum.00m jOe No. aFw'c5"
L.L.= PSF
70- MPH
90. MPH
110- MPH
10
#8 S.M.S.
#10 S.M.S.
#10 S.M.S.
20
#10 S.M.S.
#10 S.M.S.
#12 S.M.S.
30
1 #12 S.M.S.
#12 S.M.S.
#12 S.M.S.
8"x2 1/2" FLAT PAN W/(2) -VS
I.C.C. E.S. EVALUATION DRAWN BY: KK ENGINE15RING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: SHEET
REPORT NUMBER DATE: 11/23/2002JAMEB G. FOX, CIVIL ENGINEER to, 20 3 30 pal DURALUM PRODUCTS, INC.
ER -2640; SCALE: NONE E 8060 TELEGRAPH RD., DOWNEY, CA 90240 PANEL FASTENERS HORIZ. NAND = 8269 ALPINE AVE„ SACRAMENTO, CA 85826 5 OF 30
REVISED BY: KK 6 D.P. 562 808.1337 FAX:927-2609 (oxen hofineA.00m 70, 90 8110 MPH (916) 452-7021 FAX 403.1619 eeb dumIum.00m jOe No. aFw'c5"
RAFTER SPANS AND OVERHANG FOR OPEN LATTICE PATIO STRUCTURES 70/90/110 MPH 121 HEIGHTS
8.5" ALUM. ALLOY 90041138 3 8.5" �-�y 3.0 8.0
2" � OR EQUAL � MAK '^i 2"
ALUM. ALLOY 30041138
OR EQUAL '�2
ALUM. ALLOY 3004•H36 .024" •024°
OR EQUAL .032" .037
2 x 61/2" RAFTER DBL. 2 x 61/2" RAFTER 3 x 8" RAFTER
L.L.= RAFTER'T' 18" O.C. 24" O.C. 'T' 161- O.C. 24" O.C. "r' 16" O.C. 24" O.C.
(PSF) (IN.) SPAN O.H. SPAN O.H. (IN.) SPAN O.H. SPAN O.H. (IN.) SPAN O.H. SPAN O.H.
10 -0"
024 151 4'-0" 14,-0" 4'.0" .024 21'-0" 4-0 1714" 4'.0" .042 21'0 4'-0'- 21'-0" 4-0
.032 19,4„ 4'-0" 181-0" 4--0-' .032 21'-0" 4'.0" 20'-2„ 4'-0"
024 101-81, 3'-8" 9'-0"3'-(Y' .024 14'-0" 4-0 12'-3„ 4'-0" .042 191-8" 4'0 17'-1" 4'-0"
20
.032 14'-0" 4'-0" 12'-1" 4'.0" .032 191-0" 4'0 16'-8" 4'0
.024 81-19' 3'-0" 7'-8" 2'-6'- .024 13'-2" 4'-0'- 10'-61 3'-8" .042 17,-0„ 4'0 14'-3„ 4'-0„
30
.032 11'-10" 3--10" 10'-101- 3--5" .032 18'-0" 4'-0" 174" 4'-0"
TRIBUTARY WIDTH TABLE -CLEAR SPAN (FT.)
PROJECTIONO.H. 6 7 B 9 10 11 12 13 14 16 16 17 18 19 20 21
SPAN
O.H. 0 3 4 4 5 5 8 6 7 7 8 8 9 9 10 10 10
1' 4 6 5 6 6 7 7 8 8 9 —110 10 11 11 11
2' 5 6 6 7 7 —8� 8 �> 1�� EM1I
11 12 12 12
7m h 3' — 7 7 8 8 9aJ� r ��0 0 ❑E�11 112 12 13 13 13
TRIBUTARY TRIBUTARY= 4' — — — 9 9 1 M),/ 12 ) 12 ,13 13 14 14 14
WIDTH 12 SPAN +O.H.
OTION3 14 14 15 15 15
= v 6' — — — — — — — 13 13 14 14 115 15 16 16 16
aycoo. 7' — — — — —-��-�'1'S� 1.5 --16 18 17 17 17
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
o. x,au
EQUAL TO CENTER SPAN TO CENTER SPAN a a•wiosw 8' 18 18 1 B
"AEwr 9' — — — — — — — — — — — — — — 19 19
I.C.C. E.S. EVALUATION
DRAWN BY: KK
FOX ENGINEERING C.LIVE
LOAD =
PATIO COVER SYSTEM AS MFG.- BY:
SHEET
REPORT NUMBER
DATE: 1112=
JAMES 0. FOX, CIVIL ENGINEER
t0, 20 s 30 P;
DURALUM PRODUCTS, INC.
6 OF 30
ER -2640P
SCALE: NONE
E 8060 TELEGRAPH RD., DOWNEY, CA 90240
RAFTER SPANS
HORR. NAND -
8269 ALPINE AVE., SACRAMENTO, CA 85828
REVISED BY: KK & D.P.
682 808.1337 FAX:927.2509 foxeng9thotmall.com
70, 90 & 110 MPH
(916)452-7021 FAX 403.1519 sale s@dumlurmcom
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-1-138 1 1 1
1.50" WALL SEE TABLE RS 300 078 2.740"
,06
1.50 . - -.., 25"R--. . n5, I
�? o WALL
FASTENERS
1.75" O
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET, \c
'.261"
ALUM.ALLOY
60` 8�T6
08 B
EXTRUDED HANGER CHI EL.
ALUM. PANEL O /
HANGER 1 RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
3x ALUM. RAFTEE R
\
FASCIA BOARD
EXIST. EAVES, RAFTER
ALLOWABLE PROJ.
EXISTING EA
�Eo
SEE TABLE BELOW
OVERHANG
EXISTING EAVE
CONNECTION l 2
#10 SMS @ PANEL
LOCKS OR 08 SMS
AT EA. CONTACT
CONTINUOUS A. RAIL
ROOF PANEL (WHERE OCCURS)
ALUM.ALLOY
6083-T8
010 SMS ® EA. CONTACT W ���
WALL CONNECTION 1O
T=.060" -
WALL FASTENERS
SEE TABLE
APPROVED 3"
ALUMALLOY INSUL. ROOF PANEL
60� 63-76
3" HANGER C
t� 1.881
EXIST. RAFTER
HANGER 1 RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND AT 2x FASCIA
DESIGN W/ SIMPSON A35
AT WOOD STUD
16" O.C.
SPACING
AT MASONRY OR
CONCRETE
LL=10
LL=10 LL=20 LL=30
LL=10 LL=20
LL=30
LL=10 LL=20 LL=30
70
A C C
E H
H
J J K
90
B C C
E H
H
J J K
110
D C C
G H
H
J J K
9'-i"
5'-6"
2"x8" FULL
24" O.C.
2'-0"
0:
DESCRIPTION OF LAG SCREW SEE NOTE 8EL0
13'-5"
Z�A=1/4"0x1
w
QNo.
aw�
1/2"@12" O.C.
B=3/8"0x1 1/2'@16'0.C.
C=3/8"0x1 1/2"@12" O.C.
D=7116"0x1 1/2"@12" O.C.
E=3/8"0x2 1/2"@16" O.C.
F=7/16"0X21/2"@16" O,C.
G=7/16"0X2 1/2"@12" O.C.
H=3/8"0x2 1/2"@12" O.C.
J=1/4"0x1 1/8"@16" A B.
K=1/4"0x1 1/8"@12" A.B.
EXIST. RAFTER
`� 3/16"
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG
LL=10
LL=20
LL=30
2" x 4"
FULL OR
Tx 4"
FULL OR
16" O.C.
V-6"
14'-5"
7'-7"
4'-5"
2'-0" 8'-5" 4'4"
2'4"
24" O.C.
1'-6" 8'-2" 4'-3"
2'-5"
2'-0" 3'-9" -
-
2"x6"FULL OR
2"x8"NOTCHED
24" O.C.
2'-0"
17'•5"
9'-i"
5'-6"
2"x8" FULL
24" O.C.
2'-0"
23'-1"
22'-1"
13'-5"
NOTE: 10, 20 & 30 L.L.=
`� 3/16"
2X6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
2:6 OR 2(8 LEDGER
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
STEEL
1/4"0 HOLES,TYP.
NOTE: PROVIDE WATER
USE:
).#10x1 3/4"
(2)-3/8"04" LAGS 3" APART VERT. AT 16" O.C.
r1CAUCK JOINT'S AND SLOPE METAL FLASHING
I TO DRAIN
THE INSTALLATION OF LAG SCREWS 8, WOOD SCREWS ARE REQUIRED TO BE IN
10, 20 a 30D;
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9.1.2 $
11.1.2.
a °Rnww
/4" OR 1 1/2"__
N0. 2150
HORIZ. WIND •
W.W
eq c
0 SMS T&B
AT 12" O.C.
100 L,L.=(2)#B SMS EA. SIDE
/ 20#/30#L.L.=(2)#10 SMS EA. SIDE
`� 3/16"
OR 1 1/2" _
2:6 OR 2(8 LEDGER
B" 0
0
o
STEEL
1/4"0 HOLES,TYP.
NOTE: PROVIDE WATER
�3/4"
2x6 1/2"
S. MIN. OR 8"
).#10x1 3/4"
B
e
r1CAUCK JOINT'S AND SLOPE METAL FLASHING
I TO DRAIN
RAFTER
10, 20 a 30D;
TYPICAL BRACKET
1 1/4" Q'T
O.C.
/4" OR 1 1/2"__
AND BRACKET
A TTACHMENi6
HORIZ. WIND •
MAX. DIST.
_ -- -- _
`
'
TO FIRST POST
COVER SUPPORT
70, 9D d 110 MPHl(gl6)452-7021
BEAM OR WALL.
2420x3" WD. SCREWS L.L.=20
8 30 PSF
2-#14x23/4" WD. SCREWS ALL
OTHER DESIGN LOADS.
RAFTER TO
WALL CONNECTION 3O
NOTE: PLACE "SIKH FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL
OBRACKET CONNECTION
NOTE:BRACKET
MAY BE MOUNTED
BELOW RAFTER W/
SAME CONNECTION'S.
I.C.C. E.S. EVALUATION
MAX.
F ENGINEERING INC.LIVE
2:6 OR 2(8 LEDGER
AFTER
PATIO VER SYSTEM G. BY:
1r2" W. S.
).#10x1 3/4"
DATE: 11/23/2002
PATIO COVER
NOTE: PLACE "SIKH FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL
OBRACKET CONNECTION
NOTE:BRACKET
MAY BE MOUNTED
BELOW RAFTER W/
SAME CONNECTION'S.
I.C.C. E.S. EVALUATION
DRAWN BY: K.K
F ENGINEERING INC.LIVE
LOAD a
PATIO VER SYSTEM G. BY:
SHEET
REPORT NUMBER
DATE: 11/23/2002
F JAMES O. FOX, CIVIL ENGINEER
HA
HANGER CHANNEL
10, 20 a 30D;
DURALUM PRODUCTS, INC.
ER -2640P
SCALE: NONE
E 8080 TELEGRAPH RD., DOWNEY, CA 90240
AND BRACKET
A TTACHMENi6
HORIZ. WIND •
8289 ALPINE AVE., SACRAMENTO, CA 95826
7 OF 30
K.
REVISED BY: K 6 D.P.
562 806.1337 FAX:927.2508 foxe hofmdl.00m
70, 9D d 110 MPHl(gl6)452-7021
FAX 403.1519 solasOdumhmoom
JO° No. oRnan�
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
USE 2 EA. 6" APART MAX. 1-3"'}-2`j 3.00 SQ. - t
3.00"SQ. I I
tL
1.50" .032" #10 sMs --1 3.00 SQ. � N G =3" Q.xt=.168"
2 (EA. SIE
EA. SIDE H=3"SQ.xt=.250'II
O
" 0 5" J=4"SQ.xt=.188'
28 6.5" 3" O II
b
7
032"- 14"R '" K=5"SQ.xt=.188"
Np oao^ uM.
032" .048"STEEL
024' O O 3.0" 4.0 OR 5.0"
.28"
O B 5/6" PLASTIC PLU
TWIN POST 3" SQ. ALUM. POST O MAG POST SQUARE
1.5" SQ. ALUM. POST WITH SIDE PLATES D � " '�— 3" SQ. ALUM. POST STEEL POST
A UM. ALLOY 3004-H36 ALUM. ALLOY 3004-H38 ALUM. ALLOY 3004-H36 ASTM A653 ss GTU0FjU— 3" SQ. STEEL POST ALUM. ALLOY 6063-T6 ASTM A853 SS GRADE 40
USE @ 1.50" ALUM. ALLOY 3.00" OR
11/2" BRACKET 6063-T5 2.40" 20
SQ. POST IS 9"LONG
OR (2) EA. ' --} 1.375" q 7/16"OHOLE 5' 2 FLANGES
AT 1 1/2" I 21/8"APART
((�� 75"
ROLLFDRM O 1.125" z.5"
05 1.50 �` ASTM A653 SS GRADE 40 STEEL I
EXTRUDED
DRAWN BY: KK
"U" BRACKET -
SINGLE PASS WELDED
1 1/2" SQ. POST
p/
AUGERANCHORTWINOR
04410 SMS OR
75
COLUMN/
.75"
BASE FLARES
INSTALL WASH. PLATE
,�
1.60"
STEEL FOOTINGS AND AUGER ANCHOR TO BE
TYP.I
/
USED FOR 10 L.L. ATTACHED STRUCTURE ONLY.
e00 fl Mh. • el A0 OF%QY 00APNAIn Te OI C GAD CDAPIAIn
o
SDE OFF FLANGES
1-1/2" SQ. x 3/16" WHEN USING
1.5IN
70, 006110 MPH1(016)452-1021
FAX 403.1518 A-1-80clumIum.coml
(23"SQ. POST
110 MPH WIND AREA
INSTALL WASH. PLATE
070" Tire
L/
7 GA. PL. (.18")
POST ONLY
5.50"
MATERIAL:
1%" x 5/16" x SW WHEN
USING IN
1/4" M.B. THROUGH
It 1-7/16"0 HOLE
3004-H36 ALUM. @ ROLLFORM
110 MPH WIND AREA
POST
\UGER PARTS PAINTED
rk 2- 6/16"0 HOLES 8 2-3/8" HOLES
TYP. EA. SIDE
6063-T6 ALUM. EXTRUDED
070"
BRACKET FOR 3" POSTS
"U" BRACKET
ALUM'T"
BRACKET
STEEL "T" BRACKET 5
Ci v tic &SAF
ev��o PRp�IE�N
oPc°NS�Rvc
F
21/8" 21/8"
DRAWN BY: KK
"U" BRACKET -
SINGLE PASS WELDED
1 1/2" SQ. POST
SHEET
AUGERANCHORTWINOR
04410 SMS OR
F JAMES G. FOX, CIVIL ENGINEER
COLUMN/
3"SQ. ALUM. POST
M.B. EA.
NOTE:ONLY.
ER -2640P
1'
STEEL FOOTINGS AND AUGER ANCHOR TO BE
POST
/
USED FOR 10 L.L. ATTACHED STRUCTURE ONLY.
e00 fl Mh. • el A0 OF%QY 00APNAIn Te OI C GAD CDAPIAIn
o
p
2""T"
BRACKET
70, 006110 MPH1(016)452-1021
FAX 403.1518 A-1-80clumIum.coml
(23"SQ. POST
(2}#10 SMS EA, ,
L/
7 GA. PL. (.18")
SIDE OF POST OR
11116"0 ROD
3/16„
1/4" M.B. THROUGH
1040 STL
POST
\UGER PARTS PAINTED
20
1 TWIN POST:
(1))-1/-11 4" 0 M.B.
RUST-O-LEUM" OR EQUAL
PER POST (2 -TOT.)
DR HOT DIPPED GALVANIZED
OR ELECTROPLATED
3"SQ.POST BRACKET:
(1 -114" 0 M.B.
4" DIA. 8 GA.
IS
L
PER SIDE (2 -TOT.)
ASTM A-36 HELIX
7
I MAX. 1 112" 60. POSTS SHOWN
fin112" MIN. FROM
I
( I CENTER OF BOLT
TO END OF POST
2 1 rrx 2 12'
x 7 GA. STL.
PLT. ASTM A36
�k7 GA.
STEEL PLATE
ASTM A36
AUGER PARTS PAINTED
'RUST-O-LEUM' OR EQUAL
OR HOT DIPPED GALVANIZED
OR ELECTROPLATED
SINGLE PASS WELDED %,
STEEL FOOTING
I.C.C. E.S. EVALUATION
DRAWN BY: KK
NOTE:
SINGLE PASS WELDED
M;BE USED WITH
SHEET
AUGERANCHORTWINOR
POST
F JAMES G. FOX, CIVIL ENGINEER
COLUMN/
3"SQ. ALUM. POST
C�1.33.
NOTE:ONLY.
ER -2640P
SCALE: NONE
STEEL FOOTINGS AND AUGER ANCHOR TO BE
POSTTYPES
HORIZ. WIND"
USED FOR 10 L.L. ATTACHED STRUCTURE ONLY.
e00 fl Mh. • el A0 OF%QY 00APNAIn Te OI C GAD CDAPIAIn
7
I MAX. 1 112" 60. POSTS SHOWN
fin112" MIN. FROM
I
( I CENTER OF BOLT
TO END OF POST
2 1 rrx 2 12'
x 7 GA. STL.
PLT. ASTM A36
�k7 GA.
STEEL PLATE
ASTM A36
AUGER PARTS PAINTED
'RUST-O-LEUM' OR EQUAL
OR HOT DIPPED GALVANIZED
OR ELECTROPLATED
SINGLE PASS WELDED %,
STEEL FOOTING
I.C.C. E.S. EVALUATION
DRAWN BY: KK
X ENGINEERING INC.
LIVE LOAD
COV SYSTEM ASM Y:
SHEET
REPORT NUMBER
DATE: 1112312002
F JAMES G. FOX, CIVIL ENGINEER
COLUMN/
10, 20 a 30 Par
DURALUM PRODUCTS, INC.
6 OF 30
ER -2640P
SCALE: NONE
E 8080 TELEGRAPH RD., DOWNEY, CA 90240
POSTTYPES
HORIZ. WIND"
8288 ALPINE AVE., SACRAMENTO, CA 85826
REVISED BY: K.K. 8 D.P.
882 808-1337 FAX:827.2509 —axenafthobywil.com
70, 006110 MPH1(016)452-1021
FAX 403.1518 A-1-80clumIum.coml
JOB No. ai02Oa74
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
i. EVALUATION DRAWN BY: KK FOX ENGINEERING INC.
NUMBER
F JAMES G. FOX, CIVIL ENGINEER COLUMN/
SCALE:
12312002
1 CALE: NONE E 8080 TELEGRAPH RD., DOWNEY, CA 60240 POSTTYPES
REVISED BY: KK. & D.P. 562 06.1337 FAX:921-2609 foxes a mell.com
"xo. »w
W.w
LIVE LOAD= 11'11,1111 IIJVt" OTbIt.
Z)
DURALUM PRODUCTS, MrLi.tlY: (SHEET
10, 20 & 30 par zINC. 9 OF 30
HORIZ. WIND= 9269 ALPINE AVE., SACRAMENTO, CA 96828
70, 60 & 110 MPH ro.A%ea�Ml WAYenz"am ....enw,, e. �..... JOB xO.ow2car4
COLUMN / POST TYPES & SURFACE MOUNT AND
EMBEDMENT DETAILS
ALUM.'rBRACKET USE WITH
7 112"
1 POST TYPE B,C,D, OR E.
STEEL POST ONLY:
MAX
1/2" MIN. FROM
STEEL.'TBRACKET USE WITH
1
USE POST TYPE(3)-56'OBOLTS
CENTER OF BOLT
POST TYPE B,C,D,E,F,G,H,J OR K
F, G, H, J OR K
R POST TYPE J
I
I TO END OF POST.
3" SO. POST ALUM.T'BRACKET:
I
"KWIK"'
USE (2)-114.0 x 3 314" HILT
KWIK BOLTS OR EQUAL
112 DEPTH OF I
4 5"
2 1/2"OBOLTS 16" INSERT
�OR
(2)-1/4"0 HILT(
j�
BOLTS, O EQUAL, EACH
STEEL.TBRACKET:
SEE NOTES BELOW USE (2}3/8'0 HILTI KWIK
FOOTING OR I I
12"MIN. EMBD. I I
ALL OTHER x .188"
CONDITIONS 4 6"
ASTM A36
BRACKET TO SLAB. ("PER
OLTS OR EQUAL
STEEL
ICC E.R.4627, EMBEDED
2 1/2" MIN., & APPROVED
FOR 325# PULL OUT)
0"SQ.BASE P T.
g
31
a
..' • .: ':
w o
18"SQ.BASE PLT
MIN.
DE TH n
i : '
:�
�' i
y
3/16^ ATM A36 STEEL
+ '�:':.''• •
SLAB SHALL BE IN
`"• -
POURED CONCRETE
FOOTING SEE NOTE
¢� ;L;
•. ••
0.
''`� GOOD CONDITION
~' .'.;�%
i• • L� t ..
(STL;)
FOR SIZE
(1 -112"OM.B.
x91' LONG, 1"
Clio
OR FLUTED UT DT
OR 4" SO. POST (STL.)
6EE FOOTIN
SCHEDULE �QUAR
FROM END
SQUARE
SEE FTGS,
INSERT 1
OF POST
EXISTING SLAB O
3" SQ. POSTS TO CONC. FOOTING
O
SQUgRE POST EMBED.
O
PLAIZ7HK.
INTO FOOTING
1 112" 7" 1 112"
1112•• 9"'112"
2" 14" 2^
WELDED STEEL BASE PLATE Q
ATTACHED
ATTACHED ONLY
NOTES:
BASE PLATE SCHEDULE
ALTERNATE FTG.
FOOTING $ ANCHOR BOLTS
PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT.
1. DO NOT USE ALUM. 'r
10"SQ.xl/2" B. C, F, G
BRACKET WITH 3X8 BM,
W/INSERT, MAG. BEAM, 4", 7"
OR 10' I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE, 2" X�6
" X 0'�K AT STEEL 'r
BRACK€T
CUBE SIZE SO. 18" DEEP ' CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
12"SQ.x1/2" S. C. D. F, G, & H
18" 18" SQ. 12"
BOLTS
1B'SQ.x112" B. C. 0, F. G. &H
20"21" SQ. 12"
23' & 24' CUBE
(2}111'0 PULL-OUT-
826N MAX. EACH
3 112"
22^ 25' SQ. 18"
25' - 30' CUBE
(4}112'0 PULL-OUT`
825# MAX EACH
3 112'
za" 28"SQ. 20"
31'- 34" CUBE
(4}5/8"0 PULL-OUT=
4.
FREESTANDING
26"
32"SQ. 23"
68MMAX. EACH
3. POST TYPE F
DO NOT USE STEEL *r'
BRACKET W/7" AND 10"
BASE PLATE ANCHOR
26„ 35" SO. 25"
35" - 39' CUBE
(4}3376 PULLOUT=
1375# MAX. EACH
6'
BASE PLATE
ANCHOR BOLTS (SIZE &TYPE
30"
39" SQ. 26„
[-SEAMS.
4. POST TYPE G
DO NOT USE STEEL 'r
BRACKETS W/ 10" I -BEAMS.
32" 43" SQ. 30"
40^ - 42' CUBE
(4}1"0 PULL-OUT=
1835# MAX EACH
6.
10"x10"x 1/2"
(4} 3/4"0 x 8" EMBEDMENT
HILTI SS KWIK BOLT -II
PER I.C.C. E.S. #4627,
PULL-OUT VALUE=1875# EA.
34" 47" SQ. 32"
NOTES: BOLTS SHALL BE HILTI SS KWIK BOLT -11
38"
51"SQ. 34"
OR EQUAL. NO SPECIAL INSPECTION REQUIRED PER
I.C.C. EVALUATION SERVICE INC., ER #4627
38" 55" SQ. 37"
12"x12"x 1/2"
(4} 1'0 x 9' EMBEDMENT
HILTI SS KWIK BOLT -II
PER I.C.C. E.S. #4627,
40" 80" SQ. 39„
42",
64" SO. 41"
PULL-OUT VALUE=1995# EA.
44" 89" SQ. 43"
18'x16"x 1/2"
(4)- 10 x 6' EMBEDMENT
•CUBE FOOTING W/ 3 111" SLAB
HILTI SS KWIK BOLT -II
PER I.C.C. E.S. #4627,
PULL-OUT VALUE= 3740# EA.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
i. EVALUATION DRAWN BY: KK FOX ENGINEERING INC.
NUMBER
F JAMES G. FOX, CIVIL ENGINEER COLUMN/
SCALE:
12312002
1 CALE: NONE E 8080 TELEGRAPH RD., DOWNEY, CA 60240 POSTTYPES
REVISED BY: KK. & D.P. 562 06.1337 FAX:921-2609 foxes a mell.com
"xo. »w
W.w
LIVE LOAD= 11'11,1111 IIJVt" OTbIt.
Z)
DURALUM PRODUCTS, MrLi.tlY: (SHEET
10, 20 & 30 par zINC. 9 OF 30
HORIZ. WIND= 9269 ALPINE AVE., SACRAMENTO, CA 96828
70, 60 & 110 MPH ro.A%ea�Ml WAYenz"am ....enw,, e. �..... JOB xO.ow2car4
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.00" SQ.
2.00" SPLICE WHERE SPLICE WHERE --j1 'O�`
1.79" OCCURS SPLICE
CCURSE OCCURS
4.6•o7s
m „ 2.57" 4.6" TYP.
14"R
2.19" � T_ 2.04' oar TYP. „
z.04^ TYP.
2.08" 065° 28u
2,93" --r• I TYP.I i .000(r 3.0
JI-_ 2.7" ASTM A653 SS GRADE 40
035" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6083-T6 8063-T8
ALLOY 3004-H36 O 6063-T6 O O O
6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM(g)
3.0"
3" 6.5„
MAX. 2"
--a— .042"
SPLICE SPLICE WHERE
MEOCCRRS 4" SPLICE WHERE OCCURS �� '0 4" 8.0"
70'� occuRs 140„ 1 " .032"
n'P 10" TYP.
TYP.
ALUM. ALLOY 3004-H36 JZ ALUM. ALLOY 3004-H36
ALUM. ALLOY ALUM. ALLOY OR EQUAL
6063-T6 8063-T8 ALUM. ALLOY OR EQUAL
4" I -BEAM O 7" I -BEAM O 10'8 T
1 BEAM O DBL. 2 x 6.5 BEAM 3 x 8 BEAM O
25" ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
__ 3„ g,
r MAX 3"'4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
I
rl
i—�- .042"
j 8+, 0 42" T-14 GA. I - REAM )j12fx,�3�1/4C x 2 GA. STEEL C -BEAM
j 7.6 5" ASTM A853 GRADE[Z"
CA
_
j LDIttYBgEAM - il' fft15or S8 x 18.4 STEEL i -BEAM
L�� t�I EI�625"R Cp^,1;;TRU-7M"' e
ALUM. ALLOY 3004-H3S ALUM. ALLOY 3004-H36 I f O OR EQUAL OR EQUAL ^ A �I 2.875" { — IN'v' 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM JfiBY
STEEL INSERT
I.C.C. E.S. EVALUATION
DRAWN BY: KK��FOXENGINEERING
LIVE LOAD=
I M A G. B :
EE
SHEET
REPORT NUMBER
DATE: 11/23/2002
JAMES O. FOX, CIVIL ENGINEER
0 8 30 pat
10, ".3".,
DURALUM PRODUCTS, INC.
ER -2640P
SCALE: NONE
E 8060 TELEGRAPH RD., DOWNEY, CA 80240
BEAM TYPES
HORIZ. WIND -
5269 ALPINE AVE., SACRAMENTO, CA 95828
l(glS)452-7021
10
OF 30
REVISED BY: KK & D.P.
(562)808-1337 FAX:927-2508 foxong6hatmall.com
70, 90 8 110 MPH
FAX 403.1518 sab umb-m.com
JOB NO' OF024674
SIMPLE SPLICE
SPLICE DETAILS 11 F_ SEAM TO POST DETAILS 12
FULL MOMENT
I I I 1 (2)#10 S.M.S. EA.
VALLEY, TTIY'iP'
#10 S.M.S. II #12 &M.S.
(9 rot. TYP. THICKNESS = .035' (24 TOT TYP. THICKNgpS -.035" _ __
II 6.38" ii IE --
+ + 4 ++ ++11++ ++
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED --===
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCC R
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAY - -- I NOTCH I -BEAM FLANGE
AS EAR
SPLICES - ROLLFORMED & EXTRUDED FASCIAS SQ. POS ,CONNED TO T
I -BEAM ALUM ALLOY I SO. POST,CONNECT WEB
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY E USED. (6061-T6) ALTERNATE f f TO POST W/(2)-1/2.0
4 S7L, C -BEAM �_ THRU-BOLTS
TOTAL= (8)-1/70 BOLTS
SO. POST
1.5
0 0 o BEAM TO POST C ONN.
SPLICE WHERE 7"
OCCURS 1 1
TYP.
ALUM. ALLOY
6083-T6 1611 1„
7" I -BEAM 3'-0"
MOMENT C-SPUCE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY TE USED.
SPLICE VM
Dccul
ALUM. ALLOY
6063-T6
10" I -BEAM
#12 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ B"O.C.
MAX. STAGGER IN BEAM
\ FLANG=
ROOF PANEL
(4)•1/4"0 M.B. BEAM
7"x4" ALUM. "I" BM. TO BRACKET
2- 3/6"0 M.B. THRU STL. "T'
BRACKET TO POST.
POST, SEE SCHEDULE
ALTERNATE BEAM TO POST CONN
apOF�la
yrs n
0. 2,eu
M..maom
I.C.C. E.S. EVALUATION
DRAWN 6Y: KK
LIVE LOAD-
PATI COVER SYSTEMA FG. :
SHEET
REPORT NUMBER
DATE: 1123120 02
F JAMES 0. FOX, CIVIL ENGINEER
10, 20 8 30 paf
DURALUM PRODUCTS, INC.
l(SlS)452-7021
11 OF 30
ER -2640P
SCALE: NONE
E 8080 TELEGRAPH RD., DOWNEY, CA 90240
SPLICE DETAILS
HORQ. WIND a
5286 ALPINE AVE., SACRAMENTO, CA 65828
REVISED BY: K.K. 6 D.P.
(582)806-1337 FAX:927.25M foxe hofine0.mm
70, 909 110 MPH
FAX 403.1519 Bale dulefumwm
JOB "o.o �
24110 x 1/2° S.M.S. EACH SIDE OF 3"
SO. POST (4 -TOTAL)
ALTERNATE: 114"0 BOLT W/ WASHER
EA. SIDE OF 3" SO. POST
0R 2 0' 3" SO. POST
GUTTER FASCIA
Ij MAG BEAM 3" SO. POST
i 3"SQ. STL. BEAM 13
FRONT FACE C�ASCIA
`7E
BEAM TO
POST CONNECTION DETAILS
1 1/7' SO. POST
(2 PER SUPPORT)
P I COVER S FG. :
OPTIONAL DECORATIVE FASCIA
( WOOD, ALUM, OR HARDSORD)
BRACKET AT EACH
DATE: 11/232002
GUTTER FASCIA
1
10, 20 8 30 pef
DURALUM PRODUCTS, INC.
i(gi8)452-7021
1 1/2" SO. POST ALUM.
3' SO. POST
NONE
E 5080 TELEGRAPH RD., DOWNEY, CA 90240
3"SQ. STL. BEAM
HORIZ. WIND =
x.080" ALLOY 3004-H38
12 OF 30
I
(2)-910 S.M.S. EA. SIDE (4) -TOT.
\
582 80&1337 FAX -927.2509 foxenafthoUmfixam
2410 x1/2"S.M.S. AT
FAX 403-1519 xel uralum.com
JOB Na OFM-W4
EACH POST
#10 S.M.S. TOP & BOTT. (2) -TOT.
2-112 x 1/1" S.M.S. EACH SIDE OF 3"
ALTERNATE:
#10 x 1/2" S.M.S. TOP
ALOTERNAT(E: 1//4T0L�LT W/ WASHER
ON C BOLT AND WASHER
ON CENTERLINE AT
& BOTT. (2) -TOT.
1 1/4"
EA. SIDE OF 3" SO. POST
EACH POST.
ROOF PANEL
4" 8 1/
1-50,1
PLAN OF RACKET
i"
1,
— — — — —
ROLLFORMED OR
.75 j �'
FASCIA
ALUM.
ALUM. BRACKET
! — —
#10 S.M.S. @12"O.C.
2.39'
3" SO. POST
8 "x
R
.024"RAFTER
24110 x 1/2° S.M.S. EACH SIDE OF 3"
SO. POST (4 -TOTAL)
ALTERNATE: 114"0 BOLT W/ WASHER
EA. SIDE OF 3" SO. POST
0R 2 0' 3" SO. POST
GUTTER FASCIA
Ij MAG BEAM 3" SO. POST
i 3"SQ. STL. BEAM 13
FRONT FACE C�ASCIA
`7E
FOX ENGINEERING INC.
F
LOCATION OF
(2)-#12 SA.S.
1 1/7' SO. POST
(2 PER SUPPORT)
P I COVER S FG. :
TO FASCIA.
REPORT NUMBER
DATE: 11/232002
GUTTER FASCIA
1
10, 20 8 30 pef
DURALUM PRODUCTS, INC.
i(gi8)452-7021
MAG BEAM 1
3' SO. POST
NONE
E 5080 TELEGRAPH RD., DOWNEY, CA 90240
3"SQ. STL. BEAM
HORIZ. WIND =
14
12 OF 30
I
;I i YOF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE By—
; -
Y
ALUM. ALLOY 3004-H36
1.50" 1.50"
28" 2"I 2
7� -T
1 1/2" SO. OR
2" LATTICE TUBE
,k8 x 2 "SMS
OR 2 1/2", TYP.
RAFTER
` 1 1/2" SQ. LATTICE OR 2"
@ 3"O.C. MIN.
& 7"O.C. MAX.
LATTICE TO RAFT 7
1
RAFTER'TAIL" TO GUTTER 15
17:Q___ 040" 3004-H36
SCREWS NOTED IN DETAIL
�._
VT -4 TO BE @ CENTERLINE
1/2" MIN. EDGE DISTANCE, TYP.
FASTENER,
PER DEATIL
♦ v � . rte. vv
W= 2 1/8" OR 1 1/8" FOR 6 1/2" RAFTER &
W= 3 1/8" OR 2 7/8" FOR 8" RAFTER
"U" BRACKET - GENERAL
n
I.C.C. E.S. EVALUATION
DRAWN BY: KK
FOX ENGINEERING INC.
F
LIVE LOAD=
P I COVER S FG. :
SHEET
REPORT NUMBER
DATE: 11/232002
JAME80. FOX, CIVIL ENGINEER
1
10, 20 8 30 pef
DURALUM PRODUCTS, INC.
i(gi8)452-7021
ER-2640PSCALE:
NONE
E 5080 TELEGRAPH RD., DOWNEY, CA 90240
BEAM TO POST
HORIZ. WIND =
8289 ALPINE AVE., SACRAMENTO, CA 95828
12 OF 30
I
REVISED BY: KK 6 D.P.
582 80&1337 FAX -927.2509 foxenafthoUmfixam
70, 90 8110 MPH
FAX 403-1519 xel uralum.com
JOB Na OFM-W4
DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/Z"
BOLT CONNECTION
DOUBLE RAFTER -
PLAN 2
ALTERNATE:
4414 S.M.S. EACH
RAFTER TO COL.
CONNECT. (8 -TOT.)
6"
3"x 3"STL.POST (24") ALTERNATE:
INSERT ATTACHED OR (2)-2x6.5" OR
3"x 3"STL.POST COLUMN I (2)-3"x8"HEADER
FOR FREESTANDING
(2)-112"BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 9
#8 S.M.S. EACH SIDE
/---LATTICE 1 1/2" OR 2"
2"x6.5" OR 74" RAFTER
• ALTERNATE: 112" BOLT
ALTERNATE:
2)- #10 S.M.S. EACH RAFTER
O COLUMN CONNECTION (4 -TOTAL)
ALTERNATE:
ALTERNATE: (2)- 2x6'5" OR (2}3"x8" HEADER
3')(3')(0.024" (1) -112" BOLT OR
CONNECTOR (2) #10 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CON 20
,.,)BEAM SPLICE TO
OCCUR DIRECTLY OVER
POST. NOT PERMITTED
2 -POST UNITS
5/8" 0 PLASTIC
PLUG WHERE
SCREW IS INSIDE
#14 SMS MA)
BE USE AS
l[Ii
3.5" ALTERNATE
1/4"0 BOLTS
3.5"
8" BEAM
O6-#14 SMSIDE 61/2" SIDEPLATEEA
#14 SMSiSIDE SEE POST SCH
TOP, MI
AND BOTTOM. 3"SQ, POST BETWEEN SIDE PLATES
BEAM TO POST CONNECTION
POST SCHEDULE 21
73" SO. x.024" + (2)-2" x 61/2" x.024"
1 W/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY
F 2] 3" SQ. x.024" + (2)-2" x 6.1/2" x.032"
W/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB OR FOOTING.
i. EVALUATION DRAWN BY: KK ��.--�� FOX ENUINEERINU INO. LIVE LOAD= NATIO DOVER SYSTEM AS MFG. BY:
NUMBER DATE: 111232002JAMEB G. FOX, CIVIL ENGINEER LATTICE 10, 208 30 pdDURALUM PRODUCTS, INC.
SCALE: NONE E 8060 TELEGRAPH RD., DOWNEY, CA 80240 CONNECTIONS HORIZ. WIND = 8268 ALPINE AVE., SACRAMENTO, CA 85826
REVISED BY: K.K. 6 D.P. (5821806.7937 FAX•627-2506 fo .... holm fl.00m I I 70, 80 8 110 MPH 1(9161462-7021 FAX 4031518 mlmlbdumlu
AD
SHEET
13 OF 30
JOB NO. GFM-W4
' 10# L. L. 70 & 90 MPH
ATTACHED OPEN LATTICE PATIOS 10'
HT. OR LESS
}
5
MAX.COL.
SPACING
ON SLAB
SEE
FOOT-
NOTE*
3" STEEL
BEAM
DBL.2x6.5"x.024"
"
BM
DBL.2"x6.5"x.032"
OR
BM
3'x8"BEAM
DBL.3
x 8 BEAM
3 x 8 BM
W/INSERT
d
_5
MINIMUM NO.
OF POST
FOOTNOTEi
.
Ppg
SPACING
ON
FTG.
C
ppg�
SPACING
ON
FTG.
882 808.1337 FAX:927.2508 toxo hotmeG.com
Ppg
SPACING
ON
ON FTG.
70, BO 6 110 MPH1(916)452-7021
SAW
SPACING
ON
FTG.
C
pg
SPACING
ON
FTG.
HT.=8' MAX.
HT.=10' MAX.
70 & 90
MPH
70 & 90
70 & 90
MPH
70&90
MPH
70 & 90
MPH
POST TYPE
POST TYPE
1
2
1
2
S.
11'4"
13'-7"
19
11'-7"
18
13'4"
19
15'-7"
19
28'-9"
25
e,
2 2
2 2
2 3
2 2
13'-1"
19
10'-11'
19
12'-3"
20
14'-7"
20
28'-1..
26
-
2 2
2 2
8.
8'-6"
12'-7"
20
101-6"
19
11'-5"
20
13'-9"
20
27'-5"
27
8-
2 3
2 2
2 4
2 2
91
7'-7"
12'-0"
21
10'-0"
20
10'-10"
21
13'-2"
21
26-10"
27
-3---3
2 2
2 q
2 3
10'
6'-9"
11'-6"
22
9-J"
20
10'-4"
21
12'-8"
21
26'-3"
28
lo'2
4
3-- 2
3 4
2 3
et
6'-2"
11'-2"
22
9'-2"
21
91-10"
22
121-411
22
25'-9"
29
++'
2 q
2 3
3 5
2 3
12'
5'-8"
10'-3"
22
8'-10"
21
9'-5"
22
11'-9"
22
25'-3"
29
12'
2 4
2 3
3 5
2 3
13'
5'-2"
9'-11"
22
8'-7"
21
9'-0"
23
11-4"
23
24'-9"
30
13'
3 4
2 3
3 5
2 4
14'
4'-10"
91_7"
23
8,41
22
W_8"
23
11'-0"
23
24'-4"
30
t4.
3 5
2 3
35
2 4
is,
4'-6"
9'-3"
23
8'-0"
22
8'-5"
24
10'-9"
24
23'-11•.
31
15'
3 5
2 3
3 6
3 4
15'
4'-3"
9'-0"
23
7'-10"
22
8'-2"
24
10#-611
24
23'-611
32
16'
3 5
2 3
q 6
3 4
17'
4'-0"
8'-8"
23
7'-7"
22
7'-11"
24
10'-3"
24
23'-1"
32
17,
3 5
2 4
4 6
3 4
18,
3'-9"
8'-7"
24
7'-5"
23
7'-8"
25
10'-0"
25
22'-9"
33
18,
3 5
3- 4
4 7
2 5
19,
3'-7"
8141
24
7,41
23
7,_51'
25
94.911
25
22'-5"
33
19'
3 6
2 4
4
3
29
3'-4"
8'-2"
24
7'-1"
23
7'-2"
25
9'-6"
25
22'-1"
33
20.
4 6
3 4
4 7
3 5
21'
3'4"
81-01'
24
6'-11"
23
6'-11"
26
9'-311
26
"
- 4
21'
4 6
3 4
3 5
ON, pr -
FOOTNOTE: ' NOTE: P
HEADER AND OR �^VkP4`, �OFPbOTNOT
MIN. NO. OF POST FOOTING SHOWN IN CUBIC INCHES`,
REQUIRED SPACING WITHOUT SLAB. C., & SP FI URE IND[ ,
MUST EXCEED SEE ALTERNATE FOOTING TABLES Q�XAG' �v
ALLOWABLE SLAB SPACING SHT. 29 FOR FREESTANDING Bv`� PP�k � ` OG1FOOOTNOTE:
OR LESSER MUST BE USED P GGN COL. TYPES : --
>QR
COL -TYPES 2.=
gY /
"SAMPLE"
TES 70 MPH -a FIGURE INDICATES 90 MPH
SIDEPLATES, USE ON CONC. SLAB ONLY
SIDEPLATES, ON CONC. SLAB OR FOOTINGS.'
No. ism
fio..
I.C.C. E.S. EVALUATION
PRAWN BY: KK
FOX ENGINEERING INC. /
LIVE LOAD •
A CO EM
SHEET
REPORT NUMBER
DATE: 11/232002
F JAMES G. FOX, CIVIL ENGINEER
N0 TABLE
F"AMD
10, 20 8 30 Pet
DURALUM PRODUCTS, INC.
ER -2640P
SCALE: NONE
8080 TELEGRAPH RD., DONKEY, CA 90240
STANDING
ACHED
NORM WIND
8289 ALPINE AVE., SACRAMENTO, CA 981128
22 OF 30
REVISED BY: K.K. 8 D.P.
882 808.1337 FAX:927.2508 toxo hotmeG.com
70, BO 6 110 MPH1(916)452-7021
FAX 403-1519 eeUe dunlum.com
10# L. L. 110 MPH ATTACHED OPEN LATTICE PATIOS
5�r
MAX.COL.
SPACING
ON SLAB
FOOT-
NOTE •
3" STEEL BEAM
DBL.2"x6.5"x.024"BM
POST TYPE
DB OR 3'x8 BEAM M
DBL. 3" x 8" BEAM
3" x 8" BM W/INSERT
pp gg
SPAOCING
ON ,
CUaHTG
Ppg�
SPACING
ON
FTG.
gE
CU%I EVG-
PP gg
SPAOGNG
ON
FTG.
gE�7
CCSIZE G.
p g
SPA%TNG
ON
FTG.
gE
CU&[rG.
Ppg
SPACING
ON
FTG.
g
CUS [TG.
6'
11'-4"
11-11
20
9'-7"
19
10'-4"
19
12'-8"
25
19'-8"
33
r
9'-8"
10'-11"
21
9'-0"
19
10'-0"
20
12'-4"
26
191-4"
34
B'
8'-6"
91-11"
21
8'-7"
20
9'-8"
21
12'-0"
27
18'-10"
36
9.
7'-7"
9'-6"
22
8'-3"
20
91-4"
21
11'-8"
28
18'-5"
37
10'
6'-9"
9'-0"
22
7'-10"
21
9'-1"
1 22
11'-5"
29
18'-1"
38
111
6'-2"
8'-8"
22
7'-6"
21
8'-10"
22
11'-3"
29
17'-8"
39
12'
5'-8"
81-4"
23
7'-2"
21
8'-7"
23
11'-0"
30
17'4"
40
t3'
5'-2"
8'-1"
23
7'-0"
22
81-4"
23
10'-9"
31
17'-0"
40
14'
4'-10"
7'-10"
23
61-911
22
8'-1"
23
10'-6"
31
16'-9"
41
15'
4'-6"
7'-7"
23
6'-6"
22
7'-11"
24
10'-3"
-32
16'-5"
42
1e,
4'-3"
7'-4"
24
61-41,
23
7'-8"
24
10'-0"
32
16'-2"
43
17'
4'-0"
7'-2"
24
6'-2"
23
7'-5"
24
91-911
33
15'-11
43
18'
3'-9"
7'-0"
24
6'-1"
23
7'-2il
24
91-69'
33
15'-8"
44
19'
3'-7"
6'-10"
25
5'-11"
23
6'-11"
25
91-3f'
34
15'-5"
44
.20
31.4"
6'-811
25
5'-9"
23
6'-8"
25
9'-0"
34
15'-3"
45
121-
3'-2"
6'-6"
25
5'-7"
23
6'-5°
25
8'-9"
34
15'-0"
45
10' HT. OR LESS
r
_m
NOTE:
FOOTNOM"
HT. -8' MAX.
HT.m10' MAX.
POST TYPE
POST TYPE
1
2
1
2
e'
5
3
6
3
7-
5
3
7
4
e'
6
3
7
4
e'
6
4
8
4
1a
7
4
9
5
11'
8
4
9
5
12!
8
5
10
6
13'
9
5
11
6
14'
9
5
11
6
15'
10
5
12
7
18'
10
6
13
7
1r
11
6
14
8
18'
2
2
2
2
te'
2
2
2
2
2a
2
2
2
2
21-
2
2
2
2
FOOTNOTE: ,
NOTE:
FOX ENGINEERING INC.LIVE
HEADER AND OR
MIN, NO. OF POST
FOOTING SHOWN IN CUBIC INCHES
A O COVER SYSTEM AS MFG. BY:
REQUIRED SPACING
WITHOUT SLAB.
DnrE: ++/23noo2
MUST EXCEED
SEE ALTERNATE FOOTING TABLES
+o, 20 a 3o Par
1
ALLOWABLE SLAB SPACING
SHT. 9 FOR ATTACHED &
ER -2840P
OR LESSER MUST BE USED
SHT. 29 FOR FREESTANDING
FOOTNOTE: "
HORIZ. NAND •
8289 ALPINE AVE., SACRAMENTO, CA 83828
COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY°
REVISED BY: KK. a D.P.
COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS.
1,M7
,
70, 90 a 110 MPHi(gla)452-7021
44 C7
I.C.C. E.S. EVALUATION
DRAM BY: KK
FOX ENGINEERING INC.LIVE
LOAD •
A O COVER SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DnrE: ++/23noo2
F JAME6 O. FO%, CML ENGINEER
PDST SPACING TABLE
110 FREESTANDING
1
+o, 20 a 3o Par
1
DURALUM PRODUCTS, INC.
23 OF 30
ER -2840P
SCALE: NONE
E 8080 TELEGRAPH RD., DOWNEY, CA 90240
AND ATTACHED
HORIZ. NAND •
8289 ALPINE AVE., SACRAMENTO, CA 83828
REVISED BY: KK. a D.P.
582 808.1337 FAX:827-2508 !oxen h°tmeil.eom
70, 90 a 110 MPHi(gla)452-7021
FAX 403-+519 aa1e6uralum.°om
JOe r+o. oF°xMr�
ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL
3.0" [—�F 8.0„
I.C.C. APPROVED 8"BEAM
.042"
WIND
DESIGN S.M.S
70 MPH 014 (TD 12" O.C.
90 MPH #1412" O.C.
0 4
NOTE: #14 SMS SHALL HAVE
A MIN. 1" PEN. INTO HEADER
oppnYy
O. 960
uT..f0.m1
HEADER BEAM AND ENCLOSURE WALL SYSTEMS OPTIONAL DECORATIVE FASCIA
-MUST BE I.C.C. APPROVED UNDER 1997 U.B.C. #14 S.M.S. (WOOD. ALUM. OR HARDBORD )"\
SEE TABLE ABOVE
PANEL TO HEADER BEAM CONN, IR3"GUTT'MUDED � � EXTRUDEp.QRIPEDGE
IR3" GUTTER
WALL FASTENERS
SEE TABLE BELOW
PANEL SPAN TABLE
L_J
PANEL
SKIN
3.200"'
INCH
INCH LL- 10 LL=20 LL=30
REPORT NUMBER
OPTIONAL NON-STRUCTURAL FASCIA
3"
.024" 18'-0" 12'-9" 10'-9"
INSULATED ROOF
032" 14'-5" 12,4"
Ot7RritON1 PROD
ER -2840P
4"
024" 21,-4" 15'-1" 12,-4"
E MW TELEGRAPH RD., DOWNEY. CA 90240
.032" 22 -0" 17,-4" 1 14,4"
HORIZ. NAND
1
5209 ALPINE AVE., SACRAMENTO, CA 9582E
30 OF 30
HANGER I RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT 2x FASCIA
AT WOOD STUD AT MASONRY OR
DESIGN
W/ SIMPSON A35
16" O.C. CONCRETE
LL=10 LL --20 LL=30
LL=10 LL=20 LL=30 LL=10 I LL=20 LL=30
70
A C C
E H H J J K
90
B C C
E H H J J K
110
D C C
G H H J J K
DESCRIPTION OF LAG SCREW
z�
A=1/4"0x11/2"®12"O.C.
E=3/8"041/2"®16"O.C. J=114"0x1118"@16"A.B.
�w W
B=3/8"0x1 1/2"®18" O.C.
F=7/16"041/2"®16" O.C. K=114"0x1 1/8"®12" A.B.
N
C=3/8"Oxl 1/2"®12" O.C.
G=7/18"0x2 112"®12" O.C.
LLN
D=7/16"0x1 1/2"®12" O.C.
H=3/8"0x2 1/2"(8112" O.C.
RAIN GUTTER
010 SMS T&B ' +-1 860" '
AT 17' O.C.
3" OR 4" HANGER CHANNEL
PANEL TO PATIO ENCLOSURE CONN.
#14 S.M.S.
SEE TABLE ABOVE
INSULATED ROOF PANEL
TO I.C.C. APPROVED
BEARING WALL SYSTEM
'UL
OF
INSULATED ROOF PANEL
TO I.C.C, APPROVED
NON-BEARING WALL SYSTEM
NOTE:
PANELS SHALL BE ELITE ALUMINUM CORP.
I.C.C. ER -5858 OR APPROVED EQUAL
THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED
IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION
REPORT FOR USE WITH PATIO COVERS COMPLYING NTH APPENDIX
CHAPTER 31, DIVISION 111, OF THE U.B.C. WHICH MUST BE SUBMITTED WITH
ER -2640-P WHEN INSULATED ROOF PANEL IS USED.
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
NOTE: I QCiV��N
ALL COMPONENTS ARFj_- HER W SE NOTED
I.C.C. E.S. EVALUATION
ALUMALLOYrINSUL.
6063-T6 1-
3.200"'
OR 4
REPORT NUMBER
WALL FASTENERS
F
SEE TABLE
INSULATED ROOF
-ti 90 ps
Ot7RritON1 PROD
010 SMS T&B ' +-1 860" '
AT 17' O.C.
3" OR 4" HANGER CHANNEL
PANEL TO PATIO ENCLOSURE CONN.
#14 S.M.S.
SEE TABLE ABOVE
INSULATED ROOF PANEL
TO I.C.C. APPROVED
BEARING WALL SYSTEM
'UL
OF
INSULATED ROOF PANEL
TO I.C.C, APPROVED
NON-BEARING WALL SYSTEM
NOTE:
PANELS SHALL BE ELITE ALUMINUM CORP.
I.C.C. ER -5858 OR APPROVED EQUAL
THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED
IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION
REPORT FOR USE WITH PATIO COVERS COMPLYING NTH APPENDIX
CHAPTER 31, DIVISION 111, OF THE U.B.C. WHICH MUST BE SUBMITTED WITH
ER -2640-P WHEN INSULATED ROOF PANEL IS USED.
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
NOTE: I QCiV��N
ALL COMPONENTS ARFj_- HER W SE NOTED
I.C.C. E.S. EVALUATION
DRAIIBY:K.K
I •
ILNE-LOAD•
'1. L7
PATIO -COVE Y
SHEET
REPORT NUMBER
DATE: n.12M
F
JAMES O. FOX, CIVIL ENGINEER
INSULATED ROOF
-ti 90 ps
Ot7RritON1 PROD
ER -2840P
SCALE: NONE
E MW TELEGRAPH RD., DOWNEY. CA 90240
PANELCONNECTIONS
HORIZ. NAND
1
5209 ALPINE AVE., SACRAMENTO, CA 9582E
30 OF 30
REVISED BY: K.K. 6 D.P.
50 006.1377 FAXA27-ngg ftxenaGIwtrtnll.mm
70, 90 8 110 MPH
10 452.7021 FAX 403.1319 sales uralum.eom
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