14-0660 (PAT)P.O. BOX 1504
4, , 78-495 CALLE TAMPICO
rf LA QUINTA, CALIFORNIA 92253
c&ht r
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number: 14-00000660 Owner:
Property Address: 81676 HIDDEN LINKS DR ALBRECHT RESIDENCE
APN: 767-200-999-38 -312022-
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 1596
Contractor:
Applicant: Architect or Engineer: AIREY, DERYK
40262 E, C LANE
A PALM DESERT, CA 92211
(760)497-7654
Lic. No.: 962128
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 th Business and Professionals Code, and my License is in full force and effect.
LicenseClass: B C29 C53 License No.: 962128
��i
/I Contractor:
OWNE - ILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Co 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:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 5/20/14
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier EXEMPT Policy Number EXEMPT
I certify that, in the performanc of the work for which this permit is issued, I shall not employ any
person in any manner so as t eco subject to the workers' compensation laws of California,
and agree that, if I should beco subject to the workers' compensation provisions of Section
3700 of the Labo e, I II fo with comply with those provisions.
GG r
_
Date :J 26 Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSAT COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVI INES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws r to building construction, and hereby authorize representatives
of thi/f��c/otfun��ty��to enter upon the above -menti- d p e for inspection purposes.
Date L . Signature (Applicant or-Agen
Application Number 14-00000660
'
" Permit . . . PATIO COVER 2013
Additional desc .
Permit Fee . . . . 95.81 Plan Check Fee
.00
Issue Date . . 6 . Valuation . . .
. 1596
Expiration Date 11/16/14
Qty Unit"Charge Per
Extension
1.00 95.8100 EA MISC PATIO COVER, STD
95.81
----------------------------------------------------------------------------
Special Notes and Comments
ALUMAWOOD PATIO COVER 10' X 12' TOTAL
120 SQ FT EQIPOTENTIAL.GRID AT POOL.
1.
STUB GAS & ELECTRCAL OCCUPYING NO MORE
THAN 5026.APPROVED PER BH & WN. PER CBC
2013.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG.STDS ADMIN (SB1473)
1.00
PLAN CHECK, PATIO COVER
94.38
Fee summary Charged Paid Credited
Due
---------------------------------------------------------
Permit Fee Total 95.81 .00 .00
95.81
Plan Check Total .00 .00 .00
.00
Other Fee Total 95.38 .00 .00
95.38
Grand Total 191.19 .00 .00
191.19
LQPERMIT
Bin #
City of La Quinta
Building 8l• Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
�O
Project Address: 8)-97t15, l0 o r i k i vVICS 9-rz
Owner's Name: L Q R Cc- J4 I
A. P. Number:
Address: (,
Legal Description:
City, ST, Zip:
Contractor _
•Telephone:
F Y t
R R
..........:....................
Address: b a -n5ri Ivoo 0 i -,v•
Project Description:�
AL�HWooD P,sI-Io C011tirl
City, ST, Zip :VAL14 C)E5zR; c 9aa)
ulf'orrN►)►J IL R1D r PC)0
6Q 9 %7th
.:. : ....:.Telephone: :•:::}.::
_ 1
State Lia # : 96a �a�
CtyLc #c
n
\ P . 101 Z l
Arch., Engr., Designer: ��-
� ,� 12-
i r
Address:
City., ST, Zip:
Telephone:
t' ' .............. :.:::.:......>::::.:,:::::.
:::>:; :>
Construction Type: Occupancy:
State Lic. #:
Project hPa circle one): New Add, n Alter Repair Demo
Name of Contact Person: �C�y�
Sq. Ft.:
#Stories:
# Units:
Telephone #,ofContact Person: .
Estimated Value =ProilctjC)
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 Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°" Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'^' Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
ID 41
JEIN.ancho Santana
c/o Desert Management, PO Box 799, Rancho Mirage, CA 92270
Tel: (760) 862-1202 Fax: (760) 862-1210 Email: abaca@desertmanagement.com
March 13, 2014
James & Nancy Albrecht
Re: Property Address: 81-676 Hidden Links Drive
Acct #: / RANCHO SANTANA HOA
Dear Mr. & Mrs. Albrecht:
The Architectural Committee has approved your architectural request for the following alterations
according to the request you submitted for the install of a palapa in your backyard on 2/24/14.
Architectural approval of plans shall not constitute a representation, warranty,,- or guarantee that such
plans and specifications comply with engineering design practices or zoning and building ordinances, or other
gonvernmental agency regulations or restrictions. The Architectural Committee shall not be responsible for
reviewing, nor shall its approval of any plan or design, be deemed approved from the standpoint of structural
safety or conformance with building or other codes. By approving such plans and specifications, neither the
Architectural Committee, Board of Directors or the Declarant assumes any liability or responsiblity therefore or
for any defect in the construction or improvement from such plans or specifications. ,
Should you have any questions, please feel free to contact me at the above-mentioned phone number
or Via email to abaca@desertmanagement.com.
Sincerely,
Anjannette Baca, CCAM - Community Association Manager
On Behalf of Rancho Santana Homeowners Association Inc.
cc: File
Board
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering.
5331 Galloway Street, Alta Loma, CA 91701
(951) 741-2107
January 6, 2014
Building Official
Local Authority Having Jurisdiction
RE: Duralum Products, Inc. Patio Cover System Design Parameters
This letter affirms that the Duralum Products, Inc. patio cover system shown in the
attached plans, dated 11/15/13, containing my professional engineers stamp and
signature, comply with the roof live, snow, wind and seismic loading requirements cited in
the 2012 International Building Code, 2012 International Residential Code, 2013
California Building Code, 2013 California Residential Code, ASCE/SEI 7-10 (Minimum
Design Loads for Buildings and Other Structures) and the 2010 Aluminum Design
Manual, ADM -1.
Please contact me at (951) 741-2107 or at ticampbell@charter.net should you require
additional information. q..
pEN
14808
.OFo�Q��
��'; °• THOMAS 1. °
CAMPBELL • -�
JEXP= we
CN
No. 83174th =2
THOMM RAY
. CAMPBEU -
QufPoiG n9rj)gL
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BUILD NU & E F DEPT.
APPRONim
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DATE `� -BY
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�jGINEE4
THOMAS I. <
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Exp:
CIVIL
GENERAL NOTES:
2013
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.)
SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 11
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE
MANUFACTURER DESIGN LOADS AND ENCLOSABILfTY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE
NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE
AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED
CHANGE ORDER.
6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
8. AN ATTACHED COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST
3 12 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO AND A MAXIMUM COLUMN
LOAD OF 750 POUNDS.
9. 20 POUNDS PER SQUARE FOOT LL. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN
LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.32.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
12. MINIMUM COVER 10' PROJECTION.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG 50 SQUARE FEET, WHERE COVER ATTACHED TO OVERHANG.
14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7, SECTION 6.5.7.1.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS 'OPEN STRUCTURES" AND
'PARTIALLY ENCLOSED; RESPECTIVELY, IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
17. THE RATIO (WP), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT),
SHALL NOT EXCEED ONE (1).
18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT
BE LESS THAN ONE (1),
MATERIAL SPECIFICATIONS:
19. BEAMS SHALL BE SPLICED OVER THE CENTER SUPPORT ONLY OF A THREE POST CONDITION.
20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE
REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE
STRENGTHS.
21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL
BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT
x 2 PER TABLE 18062 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-L.EUM OR EQUAL PAINTED OR
ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO
ASTM A653, GRADE 40.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL
HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS
WEDGE -BOLT+ STAINLESS STEEL (ICC -ES ESR -2526 FOR CONCRETE AND FOR MASONRY).
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR
1976 OR APPROVED EQUAL-
27.
QUAL27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL PATIO COVERS ONLY.
28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION
15052, EXCEPTION 2.
29. SIMPSON SDS25412 AND SOS25600 SCREWS SHALL BE IN ACCORDANCE WITH ICC -ES EVALUATION REPORT
ESR -2236.
MULTISPAN ROLL -FORMED ROOF PANELS
REQUIRE SITE SPECIFIC ENGINEERING.
FOR SNOW DRIFT DESIGN SEE SHT50
UsersWe111Documents\DURALUMUAPMO 01951412-13\IAPMO PATIO COVER 11-15-13 2.dwg, 11/28/2013 3:40:34 AM, Tabloid
DESIGN REQUIREMENTS:
AND IRC APPENDIX CHAPTER H. Z+..���"
LIVE AND SNOW LOADS: 10,ZOAND 30 POUNDS -PER SQUARE FOOT.
COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
kOOF LIVE AND SNOW LOADS: 20 AND 30 POUNDS PER SQUARE FOOT AT ROOF.
J61TIONAL DESIGN REQUIREMENTS:
1
1.' TABULATED SPANS FOR SNOW LOADS ARE BASED ON Pf AT THE ROOF EQUAL TO 20 OR 30 psf.
2. BASIC WIND SPEEDS:.110, 120,130 MPH, EXPOSURES B AND C.
3. WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTOR II, 1.0:
4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER
5. SEISMIC DESIGN PARAMETERS:
1 IMPORTANCE FACTOR: 1.0
( SITE CLASS: D
I SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: Ss= 1.50, S. = 0.6, S os= 1.0, s,.= 0.50
RESPONSE MODIFICATION FACTOR, R.1.25
61 EQUIVALENT LATERAL FORCE PROCEDURE.
7, DESIGN ASSUMPTIONS:
r' A. MINIMUM BUILDING HEIGHT OF MAIN STRUCTURE (AVERAGE): 20'
B.. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30'
C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10'X 10'
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 (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED).
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN
TABLES.
D. TYPE OF HEADER, POST TYPE & 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.
t
SHEET INDEX :
SHEET # SHEET TITLE / DESCRIPTION
1 T-1 ........... TITLE SHEET, DESIGN LOADS, GENERAL NOTES
1 ............SOLID PANEL STRUCTURES
2 ............OPEN LATTICE STRUCTURES
3-4 .........PANEL
SPANS TRI -V, W -PANEL & FLAT PAN
5 ............MINIMUM
FASTENERS / FAN BEAM
6 ............RAFTER
SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
7 ............HEADER
BEAM TYPES, COLUMN / POST TYPES
=' 8 ............EXISTING
EAVE CONNECTION DETAILS
9 ............HANGER CHANNELS AND MOUNTING BRACKETS
10 ..........COLUMN
/ POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
11 ...........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS
12 ...........BEAM
TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
13-16
......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10# L.L, 110-130 MPH
17-20
......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20# L.L, 110-130 MPH
1' 21-24
......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25# L.L, 110-130 MPH
25-28
......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30# L.L, 110-130 MPH
29-32
......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40# L.L, 110-130 MPH
33-36
......SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25# L.L, 110-130
37-38
MPH
......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10# L.L, 110-130 MPH
39-40
......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20# L.L, 110-130 MPH
41-42
......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25# L.L, 110-130 MPH
I 43-44
......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30# L.L, 110-130 MPH
45-46
......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40# L.L, 110-130
47-48
MPH
......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50# L.L, 110-130 MPH
49 ...........INSULATED
ROOF PANEL ATTACHMENT DETAILS
50 ...........SNOW
DRIFT DESIGN
Jsers1delPDocuments\DURALUMUAPMO 01951412-1311APMO PATIO COVER 11-15-131.dwg, 11/27/2013 937:42 PM, Tabloid
SOLID PANEL STRUCTURES
0
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ATTACHMENT CHANNEL
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ATTACHMENT CHANNEL
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ALUMINUM SEE DETAILS
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REPRO ECcESs V�/ES
SCHEDULE F PANEL MIN. 0.25" SLOPE PER FT.
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FOR SPANS
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SEE
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O.H. SPS
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"O.H." NOT TO EXCEED 25°k
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SEE DETAIL FOR SPLICE
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PO
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8
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3 1/2" SLAB ALTERNATE:
ATTACHMENT SINGLE POST
MAY BE USED
ATTACHMENT SINGLE POSTU.
MAY BE USED
as
SEE SCHEDULE
WHERE PERMITTED.
SEE SCHEDULE02
WHERE PERMITTED.
o
SEE SCHEDULE
-
SEE SCHEDULE
NOTE. O SPLICE AT THIS
' r
MAX. HT.= 12'
NOTE: NO SPLICE AT THIS
MAX, HT.= 12'
POST AND AT END BAY
N a
POST AND AT END BAYS.
N
FOOTING WHERE REQUIRED
FOOTING WHERE REQUIRED
o 0
SEE SCHEDULE
FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
SEE SCHEDULE
FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
° z
F_
CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER
a
COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
5 $
TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION
TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION
* SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED
COLUMNS WHEN USING 2" X 6 1/2" SIDE PLATES.
* SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 61/2" SIDE PLATES.
W�
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REV
ALUMINUM
ROOF PANEL
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MIN. 0.25" SLOPE PER FT. O,H
$
SEE SCHEDULE/ES
SEE SCHEDULE/ES
FOR SPANS
FOR SPANS
m
O. SP
O.H.
"O.H.' NOT TO EXCEED 25% -- - - - -
° SppJ•l -
O.H." NOT TO EXCEED 25 /o
—
--
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OF SPAN
OF SPAN
6
o
SEE • DETAIL FOR SPLICE
POST
OPTIONAL: CANT LEVER BEAM
SEE DETAIL FOR SPLICE
POST
OPTI NAL: CA LEVER B
cc
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POSTS, SIZE VARIES SEESCyFDU G
cEs
SEE
SCHEDULESQ.
POST SPACINOR
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SO. POSTS, SIZE VARIES SFESCyEp /NG
UCRS
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3 1/2" SLAB SINGLE POST
T
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3 1/2" SLAB SINGLE POST
?5j OF SP CFED
MAY BE USED SEE SCHEDULE
TO CONSTRAIN NOTE
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MAY BE USED SEE SCHEDULE
TO CONSTRAIN
NOTE O SPLICE A THIS
7
i a
FOOTING, SEE POST
D AT END BAYS.
FOOTING, SEE
POST B D AT END B YS.
W i
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SCHEDULE
m0 in
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QQ...m.
FOOTING WHERE REQUIRED -- -- - -- -
-
FOOTING WHERE REQUIRED
KQU�
SEE SCHEDULE FOR
FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD
CHANGEABLE WITH ANY OTHER
1/2 x 9" STEEL ROD
CHANGEABLE WITH ANY OTHER
o
COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
a
O
o
� w
TYPE "C" FREESTANDING W/ CANTILEVER OPTION
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
=
V)
Jsers1delPDocuments\DURALUMUAPMO 01951412-1311APMO PATIO COVER 11-15-131.dwg, 11/27/2013 937:42 PM, Tabloid
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
MAX. PROD.
SEE SCHEDULE
LENGTH OF STRUCTURE VARIES
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
0--2PENLATfICESTR'UCTURES
r
`Fx/SnN
O%\ NOTE: THIS OPEN MAY NOT BE T CVE-TY STRUCTURE SEE SCHEDULE
- - - _ _ _ - \_ _ _._ _ _ - - • - - - - - - _ - _ _ -- _ RAFTER: -SEE TABLE- - - -
/� FOR SIZE
AND SPACING
SPAN
Ii.
F
f
.7
3 1!T SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE COVERED.
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE
*SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X61/2- SIDE PLA�ES.
RAFTER SEE TABLE
FOR SIZE
AND SPACING
My�OCH
25 {
tal _ 259' O OF L
LENGTH OF STRUCTURE VARIES
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE COVERED.
OS SEE POST DETAI
SFF Tj,�C/�G
3 12' SLAB a
NOTE: EACH COMPONENT IS INTER- p MAY BE USED
CHANGEABLE WITH ANY OTHER sF asp FOOTING,
SEEN
COMPONTENT UNLESS OTHERWISE SHOWN.Frge�4PpbyQ �` SCHEDULE
FOOTING WHERE REQUIRED
0
SEE SCHED. FOR FOOTING CUBE SIZE '
l
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
Jsers1de111Documents\DURALUMUAPMO 019519-12-13VAPMO PATIO COVER 11-15-131.dwg, 11272013 9:43:51 PM, Tabfoid
N
LENGTH OF STRUCTURE VARIES • �(;
POST WITH SIDE PLATES 1k
F Sp SEE DETAIL
S
�T�IFc/HG
NOTE: EACH COMPONENT IS INTER- 0 3 12' SLAB ATTACHMENT
CHANGEABLE WITH ANY OTHER sFoF`srsp PERMITTED.
SEE
USED WHERE
COMPONTENT UNLESS OTHERWISE SHOWN. rggNc �` SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE
* SEE SHT. 10 FOR MINIMUM NUMBER.OF REQUIREDZOLUMNS WHEN=USING 2"X 6 1/2" SIDE PLATES.
�.,:+`�aa.t�+Fc-•-°'=-=`�s...�—gam._
MAX PROJ.
SEE SCHEDULE
SEE TABLE
STRUCTURE VARIES
NOTE: THIS OPEN LATTICE -Til
5w MAY NOT BE COVERED.
POST CRC
SEE POST
3 1!r SLAB
MAY BE USED
NOTE: EACH COMPONENT IS INTER- jOos TO CONSTRAIN
CHANGEABLE WITH°ANY-OTHER sFF Tsp FOOTING, SEE
COMPONTENT UNLES!�OTHERWISE SHOWN. TaeiFc/NG(� SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
CD
Z
W
NGeU/�//fir
W
Z
w N
a22
_
O
J 2 p
W O
aw CIS
K
U � _
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O
LENGTH OF STRUCTURE VARIES • �(;
POST WITH SIDE PLATES 1k
F Sp SEE DETAIL
S
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NOTE: EACH COMPONENT IS INTER- 0 3 12' SLAB ATTACHMENT
CHANGEABLE WITH ANY OTHER sFoF`srsp PERMITTED.
SEE
USED WHERE
COMPONTENT UNLESS OTHERWISE SHOWN. rggNc �` SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE
* SEE SHT. 10 FOR MINIMUM NUMBER.OF REQUIREDZOLUMNS WHEN=USING 2"X 6 1/2" SIDE PLATES.
�.,:+`�aa.t�+Fc-•-°'=-=`�s...�—gam._
MAX PROJ.
SEE SCHEDULE
SEE TABLE
STRUCTURE VARIES
NOTE: THIS OPEN LATTICE -Til
5w MAY NOT BE COVERED.
POST CRC
SEE POST
3 1!r SLAB
MAY BE USED
NOTE: EACH COMPONENT IS INTER- jOos TO CONSTRAIN
CHANGEABLE WITH°ANY-OTHER sFF Tsp FOOTING, SEE
COMPONTENT UNLES!�OTHERWISE SHOWN. TaeiFc/NG(� SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS
75"
110/120/130 MPH EXP. B & C
.7T
45'
TYR
.0911
(ALL UNMARKED RADII.06R)
T= (SEE TABLE BELOW)
ALUM. ALLOY 30041136 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL
1sers1del11Doeumems\DURALUMW4PMO 019519-12-13\IAPMO PATIO COVER 11-15-131.dwg, 11/27/2013 9.46:47 PM, Tabloid
24• TRI -'V' PAN (SEE NOTE 1 BELOW)
3 1/2" W PANEL (SEE NOTE 1 BELOW)
LL=
PANEL'P
110 MPH
SPAN
120 MPH
SPAN
130 MPH
SPAN
(PSF)
(IN.)
EXP.B
EXP.0
EXPA
EXP.0
EXP.B
EXP.0
130 MPH
SPAN
9'-10'
9'-10'
9'-10'
9 -1'
9'-0'
8'-r
130 MPH
.018
L,L,=
PANEL -T-
110 MPH
SPAN
120 MPH
SPAN
130 MPH
SPAN
9'-0'
8'-0'
9-T
8'-1'
8'-Y
T-5'
(PSF)
(IN.)
11'3'
11'-0'
11'-8'
11'3'
11'-2'
0'-9'
10
.024
EXP.B
EXP.0
9'-9'
9'-2'
.020
13 3'
13'3'
13'3'
17-9•
10'4'
9'-9'
9'-9'
9'-Y
S -W
8%-r
1 V-6"
11'-T
13'-T
13'-T
17 7'
13'4'
13'4r
7-0"
14'-r
032
13'-9'
13'-1'
V `M
< w a,
w F
} j Q
cc
O040
j a wO Z1r-1"
UO'
032
163•
163'
163'
17-0'
17$'
1r-1'
1r-1'
11'-r
11'-3"
10$'
14'-r
14'4"
8'4•
8'4'
8'4-
8'-r
9'-T
9'-0'
16-1'
.018
17$'
17-0"
12-0'
11'x'
11'-0-
10 -9'
024
14'-9'
T-9'
T-5'
T-5'
T -r•
13 $'
024 _
13'-3'
9'4'
9'4'
94'
9'-2'
024
20
.024
15'-3'
1 S -r
14'-9'
C8%2"�
T-0'
6'-10'
8'-s'
8'-5"
8' 6'
9-r•11'
17-r
17-0•
11'-10"
17-01
8•
11' 8•
11'-8'
1 T3•
17-1"'-6'
13'-0'
17-10"
.032
10•-10'
10'-1•
10
8'-
-0
14'-r
13'4'
13'4'
1r 8"
17-9'
103•
10'x•
9'-8•
1 T3'
1 T3'
16•-8'
16'3-
64"
64"
64'
63•
6'4-
6-2"
15-0'
.018
.032
1 T_2•
!6
1 T -Y
6-10'
17' -1-
16'-0'
9'-1"
6'-1'
6'-0'
'
5'-10'
5'-10'
5'6'
8'-1'
15'-6'
T-11•
T-11'
T-11'
10"
T-11'
T -T
25
.024
14'-1'
13'-1'
13'4'
P6-10-
176'
17-0'
9-10'm�
T4'
T -r
r2
.040
6-10'
6'-6'
.020
9'-7'
1.040
91-0'
9'-6'
9' 6'
9'4'
9•-6•
9 -r
1 T4'
.032
1 T4"
18'-8"
16'3'
16-1'
18'-0'
16-0•
18'-6'
16-1'
8'-10'
8'-10'
8' 8'
8' W
8'4'
T-9'
6'-3•
64"
64"
6'4'
6'-3•
6'4-
6-r
T4'
018
9'-70'
040
8'-9'
8'-T
8'-T
8'4'
w
50
6'-0'
5'-10"
5-10'
5'-0'
9'-9"
9'-T
7--11•
T-11'
7-11'
-10'
T-11'
T -T
30
.024
15-9"
16
151-0*
IV 2'
10'-3'
10'-0•
15'-T
14'-10'
T4'
T -r
T -r
6'-10•
6-10•
6'-6'
024
9'-6'
9'6'
9'-6"
914'
9'-0•
9-2"
10' 9'
10-1•
.032
10'-9"
s'-0"
10'-T
9'-0'
10'-9'
9'-1'
103'
8' 8"
10'-r
.020
9'-9"
9'-1'
9'-9'
8'-9'
9'-9•
8'-9"
9'-7'
8'4'
9'-9'
8'-0'
9'4"
T-11"
.020
1sers1del11Doeumems\DURALUMW4PMO 019519-12-13\IAPMO PATIO COVER 11-15-131.dwg, 11/27/2013 9.46:47 PM, Tabloid
12" x
3 1/2" W PANEL (SEE NOTE 1 BELOW)
14'4-
14'4'
14'-0'
14'-3'
8" x 2Yz' FLAT PAN (SEE NOTE 1 BELOW)
6"
x 2Yz' FLAT PAN (SEE NOTE 1 BELOW)
13'-0'
L.L=
PANELT
110 MPH
SPAN
120 MPH
SPAN
130 MPH
SPAN
L.L-
PANEL -r
110 MPM-3*I3'-3'
14'-T
MPH
SPAN
130 MPH
SPAN
L,L,=
PANEL -T-
110 MPH
SPAN
120 MPH
SPAN
130 MPH
SPAN
032
T-9'
T -r
(PSF)
(IN.)
T4'_
(PSF)
(IN.)
(IN.)
EXP.B EXP.0 EXP.B EXP.0 EXP.B ' EXP.0
EXP.B B EXP.0 EXP.B EXP.0
(PSF)
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
9'-9'
9'-2'
.020
13 3'
13'3'
13'3'
17-9•
17 9'
173'
8'-91
8'-2'
.020
17-0'
11' 4'
1 V-6"
11'-T
11'-T
11'-2'
10 -r
9'4'
.020
14'-2'
14'-Y
14'-r
13' 9'
13'-9'
13'-1'
V `M
< w a,
w F
} j Q
cc
O040
j a wO Z1r-1"
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032
163•
163'
163'
17-0'
11'-1"
11'-2'
10 -T
10 -T
9'-11'
14'-6'
14'-r
14'4"
10'-10"3'
T-10"
16-1'
9'-0'
9'-T
9'-0'
16-1'
158'
17$'
17-0"
12-0'
11'x'
11'-0-
10 -9'
024
14'-9'
14'-9'
14'-9'
14'-2'
14'-2'
13 $'
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13'-3'
17-10•
17-10"
174'
024
15'-T
15-T
1 S -T
15'-3'
1 S -r
14'-9'
T-0'
6'-10'
z
¢a
10
6 8'
13'-Y
17-r
17-0•
11'-10"
17-01
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13'-2"
10
T-0'
17-1"'-6'
13'-0'
17-10"
10'-9'
10•-10'
10'-1•
10
8'-
-0
14'-r
13'4'
13'4'
1r 8"
17-9'
17-1'
.032
1 T-3'
1 T3'
1 T3'
16•-8'
16'3-
16-0•
.032
15'-T
15'-T
15-7'
1 S'
15-0'
14'-0'
.032
1 T_2•
1 T-2'
1 T -Y
6-10'
17' -1-
16'-0'
9'-1"
8'-9'
9-T
8'-1'
8'-1-
8'-1'
15'-6'
14'-9'
14'-9'
14'-0'
14•-1'
13•-3'
9'4'
9'4'
9'3'
14'-1'
13'-1'
13'4'
174'
176'
17-0'
9-10'm�
16'-r
153'
11'-0' 11'-0' 11'-0• 11'-0' 11'-0'
10'-10' 10'-T 10 8' 104' a 10' 6' 10-r
.040
9' 8' 9' 8' 9 8' 9'-8' 9'-0' 9 8'
9'-T 9' 6' 9'-0' T-3' 9'-3' 9'-1'
owATTACHED
.020
9'-7'
1.040
19'-T
19'-7'
18'-10"
18'-10'
-W
16-2'
_
6'-3' 6 3" 6'-3' 63' 6 3 6-3"
1 T4'
1 T4"
1 T4"
18'-8"
16'3'
16-1'
18'-0'
16-0•
18'-6'
16-1'
18'4'
1r-9*
8'4'
8'-1'
8'-1-
T-9'
6'-3•
6'3"
6-1
.040
T -T
T -T
T 4'
T4'
T-2'
9'-70'
040
8'-9'
8'-T
8'-T
8'4'
w
50
9'_g.
91_9.
9,_9•
9'-0"
9'-9"
9'-T
9'-3' 9'-3" 9-3' 9-3" 9 3' 9'3'
8'-1' 8' 0" 8'-0' T-10' T-10' T-0'
8'-9'
8'-9'
8'-9•
8'3"
1 T -T
16 8"
16-9'
15-9"
16
151-0*
IV 2'
10'-3'
10'-0•
15'-T
14'-10'
14'-10'
14'-1'
14'-2"
13'4'
9'-T
94'
024
8'8'
8'-0"
8 8'
8'6'
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10' 9'
10-1•
10'-9'
9'-0'
10'-9"
s'-0"
10'-T
9'-0'
10'-9'
9'-1'
103'
8' 8"
10'-r
.020
9'-9"
9'-1'
9'-9'
8'-9'
9'-9•
8'-9"
9'-7'
8'4'
9'-9'
8'-0'
9'4"
T-11"
.020
11'-7"
10•-10'
11•-7'
10.4"
11'-T
10'3"
11'-0"
9'-9-
11'-7'
9'-10•
11'-1'
9•-5'
9'-3'
9'-0'
ata
17-3-
17-3'
17-3'
11'-9"
17-Y
11'-T
oza
11'-0"
11'-0'
11'-0•
10'-0'
10'-10'
10.4-
oza
13'-0'
13'-0"
13•-0•
17-8'
13'-0'
174"
ZS
25
25
20
11'-2•
10-s'
10-9"
10'-3•
104•
9'-10"
10'-0'
20
9'-10'
10-1'
9 8"
9'-s•
9'-3'
9'S'
8'-11'
20
17-r
11'8"
11'-0-
11'-r
11'-3'
10-T
1sers1del11Doeumems\DURALUMW4PMO 019519-12-13\IAPMO PATIO COVER 11-15-131.dwg, 11/27/2013 9.46:47 PM, Tabloid
14'4'
14'4-
14'4'
14'-0'
14'-3'
1"Y -17r"
13'-0•
13'-0'
13'-0'
17-0"
17-10'
17-2-
15-0•
15-0'
15-0'
14'-9•
14'-10'
14'-T
m I;
032
8' 8'
8'4'
8'4'
8'-1"
8'-1'
T-9•
- -
032
T-9'
T -r
T -r
T-4
T4'_
T -r
032
9'-70•
8'-9'
8'-9'
8'-r
8'-r
8'4'
LL v o
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9'-9'
9' 6'
9'-9'
9'-2'
13'-3'
1 r-9'
17-9'
174"
174'
8'-9•
8'4'
8'-9'
8'-2"
8'-91
8'-2'
11'-10'
11' 4'
1 V-6"
11'-0'
11'-0'
10'-0'
10 -r
9'4'
10'3•
9'4'
14'-r
13'-9'
13'-T
13'-0'
13'-1"
17-8'
V `M
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163'
163'
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16'-r
15'4'
17-0' 1r-0• 1r-0" 174• 12'-0' 17-r
11'-9" 11'-9• 1 r -0"1r-0• 1 r -r
14'-0-
14'-6'
14'-6'
14'-r
14'4"
13'-9'
T-10"
16-1'
16-1•
16-1•
s-10"
16-1'
158'
020
T-1'
T-1'
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T-1'
T-1'
T-1"
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8'-r
8'-r
8'2*
6-r
8'-r
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T-9'
T 6'
T-0•
T4'
T-3'
T-1'
T-0'
6'-10'
z
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6 8'
6 8'
6'-T
S'-1'
14'47
14'-T
17-T
14'-1-
13'-2"
T-9'
T-0'
a
13'-0'
17-10"
13'-0'
174-
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8'-
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14'-10•
14'-10"
14'3-
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8-10'
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NOTE: DETAIL FOR PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3 SHEET 4 OF 50
40
40
40
9'-10' 9'-10' 9'-10' 9,1(r,-9'10' 9-10'
.032
9'-1'
9:-1'
9'-1-
9'-0'
9'-1"
8'-9'
9-T
8'-1'
8'-1-
8'-1'
8'-0"
8'-1'
T-10'
8' 8'
8'-6'
94'
9'4'
9'4'
9'3'
9'4'
9'-1'
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10-1•
10-1'
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10'-10' 10'-T 10 8' 104' a 10' 6' 10-r
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9' 8' 9' 8' 9 8' 9'-8' 9'-0' 9 8'
9'-T 9' 6' 9'-0' T-3' 9'-3' 9'-1'
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6'-11' ' 6'-11' 6'-11. 6'-11' 6-11' 6'-11"
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_
6'-3' 6 3" 6'-3' 63' 6 3 6-3"
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.020
T 4' T 4' T4' T4'
a -e
6'-9'
6-11'
6' B'
8-8-
8'4'
8'4'
8'-1'
8'-1-
T-9'
6'-3•
6'3"
6-1
T-9'
T -T
T -T
T 4'
T4'
T-2'
9'-70'
8'-9'
8'-9'
8'-T
8'-T
8'4'
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50
9'_g.
91_9.
9,_9•
9'-0"
9'-9"
9'-T
9'-3' 9'-3" 9-3' 9-3" 9 3' 9'3'
8'-1' 8' 0" 8'-0' T-10' T-10' T-0'
8'-9'
8'-9'
8'-9•
8'3"
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8'-W
oao
10'-3'
10'-3-
10'3•
IV 2'
10'-3'
10'-0•
9'-9'
9'-9'
9'-9'
4
9'-T
94'
024
8'8'
8'-0"
8 8'
8'6'
8'-T
8'4'
024
104"
10'4'
10 4•
10'-r
10'-2•
10'-W
024
9' 6'
9'-2'
9'-3'
9'-0'
9'-1'
8`-9'
8'-4'
8'-2'
8'-r
8'-0'
W-1"
T-9'
9-10•
9'-T
9 8"
9' 4"
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9-r
a 3
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25
25
1'-1
11'-1 •
11'-Y
11'-3"
1 T -W
10'-0'
10'-0'
10'-0"
9'-10'
10'-0"
9 -9'
11'-10'
1'-10'
11'-10"
11'-9'
032
>110'-9'
032
032
10 -9'
10'-T
10 -T
10'3'
10'4'
10'-1 •
9'-T
9'4'
9'4'
9'-r
9'-r
8'-10'
11'4'
11'-Y
11'-2'
10'-10'
10'-10"
1(r-7'
17-0•
17.6'
17-0'�Z41".176'
17-2'
11'-1'
11'-1'
11'-1•
11'-0'
'1'13'3'
13'3'
13'3'
13'-2"
133'
13'-0'040
.040
.040
17-1'
11'-0'11'
11' 6-
11'-2'
10-0'
10 4'
10-0'
10-r
10'-Y
9'-1Q'
1r-9'
17-0'
17-0'
17-r
17-2'
11'-10'
N
1sers1del11Doeumems\DURALUMW4PMO 019519-12-13\IAPMO PATIO COVER 11-15-131.dwg, 11/27/2013 9.46:47 PM, Tabloid
9-1'
9'-1'
S'-1•
-8'-9'
8'-1'
8'-1•
8'-1'
81-0'
8'-1'
T-10•
9'-4'
9'4'
9'-4'
9'3"
9'4'
9-1'
m I;
.020
8' 8'
8'4'
8'4'
8'-1"
8'-1'
T-9•
- -
.020
T-9'
T -r
T -r
T-4
T4'_
T -r
.020
9'-70•
8'-9'
8'-9'
8'-r
8'-r
8'4'
LL v o
.024
9'-9'
9' 6'
9'-9'
9'-2'
9'-9'
9'-3'
9' 8'
9'-0'
9'-9'
9'-1'
9'-7'
8'-9•
.024
8'-9•
8'4'
8'-9'
8'-2"
8'-91
8'-2'
8' 8'
8'-0'
8'-9'
8'-1'
6.6'
T -s'
.024
10'-3'
9'-10'
10'-3"
9'-T
10'3-
93'
10 -r
9'4'
10'3•
9'4'
10'-0'
9'-Y
- _- -
30
30
30
V `M
< w a,
w F
} j Q
cc
O040
j a wO Z1r-1"
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032
11'-1' 11'-1' 11'-1' 11'-Y 11'3' 11'-0'
10'-9• 10'-T 10'-T 10'3• 10'-4' 10'-1'
032
10'-0' 10 -0' 10' 0' 9'-10' 1'
9'-T 9'4' 9'4' 9'-2'W�9�2'[!�8�-llr
032
f
11' -r
11'-10• 1'-10' 11'-10' 11'-9• 11' -10''11'7-
11'4' 11'-Y 11'-Y 10-10'10'-10' 10T
17-0' 1r-0• 1r-0" 174• 12'-0' 17-r
11'-9" 11'-9• 1 r -0"1r-0• 1 r -r
040
11'-1' 11'-1" 11'-1' 11'-0'
10 -0' 10 4• 10 -0• 10'-r
040
13'3' 13'3• 13'3• 13'-r 13' 3' 13'-0'
1 r-9• 1 r-0• 17-6' 1 r -r 1 r -r 1 r-10•
020
T-10"
7-10'
T-10•
T-10'
T-10"
T-10"
020
T-1'
T-1'
Ti" -
T-1'
T-1'
T-1"
020
8'-r
8'-r
8'2*
6-r
8'-r
W -r
T-9'
T 6'
T-0•
T4'
T-3'
T-1'
T-0'
6'-10'
6-0'
6 8'
6 8'
6'-T
8'-1-
8'-0'
8'-0'
T-9•
T-9'
T-0'
a
.024
8'r
8'-T
8.4•
8'-7'
8'4•
8' -8'
T8r
r8' -r
8'-
-0
024
T-" -T-a-
Tr
TT
r"
aTom
T-8"
T-3•
T-8•
T -W
T-8"
�4
9' '
8-10'
-0e
s' e7
's'
a�
-0s
s'-0•
91-W-
e4-
0
uui Qi wFOOTNOTE:
NOTE: DETAIL FOR PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3 SHEET 4 OF 50
40
40
40
9'-10' 9'-10' 9'-10' 9,1(r,-9'10' 9-10'
.032
8'-9' 8'-9' 8'-9' 8'-9' 8'-9' 8'-9'
.032
104' 10'-4* 104' 104'
"SAMPLE'
FIGURE INDICATES
FIGURE INDICATES _ .
FREESTANDING
9-T
94•
9'4'
9-r
8' 8'
8'-6'
8'-0'
8'-3'
8'4'
8'-2•
10-1•
10-1'
9-10'
9-10'm�
z11'-0'
a
o o m
.040
11'-0' 11'-0' 11'-0• 11'-0' 11'-0'
10'-10' 10'-T 10 8' 104' a 10' 6' 10-r
.040
9' 8' 9' 8' 9 8' 9'-8' 9'-0' 9 8'
9'-T 9' 6' 9'-0' T-3' 9'-3' 9'-1'
owATTACHED
J-44'032
11'-r 11'-T 11'-T 11'-T
11'3• 11'-3' 11'-1" 11'-1'
r7*4',
_ _ -.
.020 -
6'-11' ' 6'-11' 6'-11. 6'-11' 6-11' 6'-11"
.020
_
6'-3' 6 3" 6'-3' 63' 6 3 6-3"
.020
T 4' T 4' T4' T4'
6'-9'
6-11'
6' B'
6'-8'
6' 6'
6'-3'
6'-3•
6'3"
6-1
6'-2'
-
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
50
50
50
u��
u_
o O
w
N
024
T-0' T 8' T 8' T-0' T 8' T-0'
T-0' T-0• T-8" T -T T --r T4'
.024
6'-10• 6'-10' 6-10' 6'-10' 6-10' 6-10'
6-10' 6-10' 6-10' 63' 6'-9- 6-T
.024
9'-3' 9'-3" 9-3' 9-3" 9 3' 9'3'
8'-1' 8' 0" 8'-0' T-10' T-10' T-0'
032
8'-10• 8'-10' 8'-10' 8'-10" 8'-10' 8'-10•
8'-10' 8'-9' 8'-9" T -T 8'-8- 6 6'
032
T-10• T-10' T-10" T-10' T-10" T-10"
T-10' T-9' T-9' T-0' T-8' T -T
.032
9'3' 9'3• 9'-3• 9'3" 93' 9-3"
9'-3' 9'-3" 9' 3• 9'-1" 9'-1• 8'-10•
oao
g•_g• g _g• g _g• 9'-9' 9'-9' 9-9'
040
8'-0' 8' 8' 8'-0' 8'-8' 8' 8" 8' 8"
040
10'4' 10'4' 104' 104" 10 4' 10 4'
9'-9'
9'-9'
9'-9'
9'-T
9'-T
94'
8'8'
8'-0"
8 8'
8'6'
8'-T
8'4'
104"
10'4'
10 4•
10'-r
10'-2•
10'-W
1sers1del11Doeumems\DURALUMW4PMO 019519-12-13\IAPMO PATIO COVER 11-15-131.dwg, 11/27/2013 9.46:47 PM, Tabloid
TIOS 11'01120/130 MPH EXP. B & C
0.024"
0.03r
0.042'
3.0"
* 3"x8" RAFTER *12"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004+= OR I AALUM. ALLOY 30044136 ALUM. ALLOY 30044i3S OR
EQUAL OR EQUAL EQUAL
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT
32" O.C. WHEN DOUBLED AND -SINGLE RAFTERS SPACED
24" O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED.
25
02Y
16"
z Z
3" x 8" RAFTER
16"
z Z
2" X 6 1/2"'RAFT_ ER
12'-8"
3-9"
10
Z Z
DBL. 2" x 6 1/2" RAFTER
-w
19'-10
"T*
aUJ
110 MPH 120 MPH 130 MPH
L,L =
"�
a v
t-110.MPH 120 MPH 130 MPH
L.L.=
"T"
a v
110 MPH 120 MPH 130 MPH
16 "
(IN.)
o
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
(PSF)
r<(IN.)
No
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
(PSF)
(IN.)
wz
O
EXP. B EXP.0 EXP. B EXP.0 EXP, B EXP.0
0.024"
0.03r
0.042'
3.0"
* 3"x8" RAFTER *12"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004+= OR I AALUM. ALLOY 30044136 ALUM. ALLOY 30044i3S OR
EQUAL OR EQUAL EQUAL
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT
32" O.C. WHEN DOUBLED AND -SINGLE RAFTERS SPACED
24" O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED.
25
02Y
16"
14'-2w
14'-10
4'-2w
14'-10"
16"
26'-3" 26'-3" 26'-3" 25'-8" 25'-9" 24'-4"
13'-10*
14'-10"
12'-8"
3-9"
10
10
.042
-w
19'-10
26'-3" 26'-0" 1 26'-3" 26'-3" 26'-3" 25'-7-
5'-T21'-6"
-w
19'-10"
19'-6w
9-10"
21'-6-"21'-6" 21'-6" 21'-0" 21'-1" 19'-10"
w
IT -10"
194 "
17'-9" 17'-9" 17'-9" 17'-4" 17'-6" 16'-9"
.1 T-9" ' 1 T-9" 1 T-9" 17'-9" 17'-9" 1 T-3"
11-7" 11'-7 11'-7 4 4
1 1-7" T3
24"
24"
21'-6" 21'-6" 21'-6" 21'-6" 21'-6" 21'-0"
032
16 "
18'-0" 18'-0" 18'-0" 17'-7" 17'-8" 16'-10"
18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 1 T -T
16"
21'-10" 1'-10" 21'-10" 21'-6" 21'-T 21'-0"
25'-3" 25'-3" 25'-3" 24'-9" 4'-10"
25'-3" 25'-3" 25'-3" 25'-3" 25'-3"
23'-9"
24'-8"
"
18'-6" 18'-6" 18'-6" 14'-4" 14'-6" 16'-10"
-
20
.042
16"
21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10"
10
24"
17'-10' T-10" 17"-10" 17'-7" 17'-8" 17'-2"
12'-3" 12'-3" 12'-3" 12'-1" 12'-2" 11'-9"
3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3"
2
.042
16"1"
18'-1" W-1" 18'-1" 17'-9" 17'-10" 17'-4"
1 T-10" 1 T-10" 1 T-10" 17'-10" 17'-10"
1
24"
14'-9" ' 14'-9" 14'-9" 14'-7" 14'-8" 14'-2"
14'-9." 14'-9" 14'-9" 14'-9" 14'-9" 14'-9"
16"
12'-2" 12'-2" 12'-2" 12'-1" 12'-1" 12'-0"
16"
6'-3"
6'-3"
6'-3"
6'-3"
6'-3"
6'-3"
6'-3"
25
.042
25
12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2"
16
24"
12'-2" 12'-2' 12'-2" 12'-1" 12'-1" 12'-0"
2
.032
16"
8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4"
8'�" 8'-4" 8'�" 8'�" 8'-4"
.032
12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2"
24"
8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4"
2
16"
12'-2" 12'-2" 12'-2" 12'-1" 12'-1" 12'-0"
8'-4"
8'-4"
8'�"
8'-4"
8'-4"
30
.042
11
12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2"
12
16"
12'-2" 12'-2" 12'-2" 12'-1" 12'-1" 12'-0"
13
16
4'
-
24"
-
9
9
10
10
11
11
12'-2" 12'-2" 12'-2" 12'-2" 12'-2" _17-2-
12
13
13
16"
10'-7" 10'-7' 10'-7" 10'-7" 10'-7" 10'-7"
15
5'
-
-
-
40
.042
11
10'-T 10'-T 10'-7" 10'-7" 10'-7" 10'-7"
20
24"
10'-T 10'-7" 10'-7" 10'-7" 10'-7" 10'-7"
13
14
14
15
15
16
20'-10"
20'-10"
20'-10"
20'-10"
10'-T 10'-T 10'-7" 10'-7" 10'-7" 10'-7"
9'-3"
9'-3"
16"
8'-T 8'-T 8'-7" 8'-7" 8'-7"
9'-3"
9'-0"
9'-3"
9'-3"
50
.042
9'-0"
8'-T 8'-T 8'-7" 8'-7" 8'-7" 8'-7"
24"
8'-8" 8'-8" 8'-8" 8'-8" 8'-8" 8'-8"
8,-8" 8,$" 8,-8" 8, 8,-8" 8,-8"
0.024"
0.03r
0.042'
3.0"
* 3"x8" RAFTER *12"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004+= OR I AALUM. ALLOY 30044136 ALUM. ALLOY 30044i3S OR
EQUAL OR EQUAL EQUAL
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT
32" O.C. WHEN DOUBLED AND -SINGLE RAFTERS SPACED
24" O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED.
25
02Y
16"
14'-2w
14'-10
4'-2w
14'-10"
14'-1w
14'-10"
-10"
4-10"
13'-10*
14'-10"
12'-8"
3-9"
10
024
16"
-w
19'-10
-n
W-107
9
-w
19'-10"
19'-6w
9-10"
19 -
9-10"
w
IT -10"
194 "
17'-9" 17'-9" 17'-9" 17'-4" 17'-6" 16'-9"
.1 T-9" ' 1 T-9" 1 T-9" 17'-9" 17'-9" 1 T-3"
11-7" 11'-7 11'-7 4 4
1 1-7" T3
24"
3" 1'-10"4 16'-0"
6 6 6
17 -3"6 -0 11T
14'-7"
5'-10"
032
16 "
18'-0" 18'-0" 18'-0" 17'-7" 17'-8" 16'-10"
18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 1 T -T
.032
16 "
25'-3" 25'-3" 25'-3" 24'-9" 4'-10"
25'-3" 25'-3" 25'-3" 25'-3" 25'-3"
23'-9"
24'-8"
"
18'-6" 18'-6" 18'-6" 14'-4" 14'-6" 16'-10"
-
20'-8" 20'-8" 20'-8" 20'-3" 20'-4"
19'-6"
.042 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" ,042
24" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 2
10'=1" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1"
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
��� FIGURE INDICATES
FREESTANDING
TRIBUTARY WIDTH
24
O.H.
6
14'-8"
14'-8"
14'-8"
14'-4"
11
12
b
.042
16 "
21'-9" 21'-9" 21'-9" 21'-3" 21'-4" 20'46°
21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-2"
.042
1
24 "
17'-9" 17'-9" 17'-9" 17'-4" 17'-6" 16'-9"
.1 T-9" ' 1 T-9" 1 T-9" 17'-9" 17'-9" 1 T-3"
2
024
16"
11''-9"
11'-9"
11'-9"
11'-9"
11'-9"
11'-9"
20
024'
1
24"
9'-8" 9'-8" 9'-8" 9'-6" 9'-7" 9'-3"
9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8"
2
032
16"
15'-0" 15'-0" 15'-0" 14'-9" 14'-9" 14'-4"
15'-0" „ 15'-0" 15'-0" 15'-0" 15'-0" 15'-0"
032
1
24"
12'-3" 12'-3" 12'-3" 12'-1" 12'-2" 11'-9"
3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3"
2
.042
16"1"
18'-1" W-1" 18'-1" 17'-9" 17'-10" 17'-4"
,042
1
24"
14'-9" ' 14'-9" 14'-9" 14'-7" 14'-8" 14'-2"
14'-9." 14'-9" 14'-9" 14'-9" 14'-9" 14'-9"
2
024
16"
6'-3"
6'-3"
6'-3"
6'-3"
6'-3"
6'-3"
6'-3"
6'-3"
6'-3"
6'-3-
6'-3"
25
024
16
24"
6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3"
6'-3" 6'-3" 6'-3" 6'-3" F-3" 6'-3"
2
.032
16"
8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4"
8'�" 8'-4" 8'�" 8'�" 8'-4"
.032
16
24"
8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4"
2
-
7
8'-4"
8'-4"
8'�"
8'-4"
8'-4"
8'-4"
10
11
11
12
16"
10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1"
13
16
.042 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" ,042
24" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1" 2
10'=1" 10'-1" 10'-1" 10'-1" 10'-1" 10'-1"
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
��� FIGURE INDICATES
FREESTANDING
TRIBUTARY WIDTH
TABLE - CLEAR SPAN (FT.)
O.H.
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
0
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
1'
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
2'
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
3'
-
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
4'
-
-
-
9
9
10
10
11
11
12
12
13
13
14
14
15
5'
-
-
-
-
-
11
11
12
12
13
13
14
14
15
15
16
sers\deIN)oamemsXDURALUMIIAPMO 0195X412-13UAPMO PATIO COVER 11-15-131.dwg, 1127/2013 9:50:53 PM, Tabloid
6"
4"
6"
4"
6"
4"
6"
4"
4"
4"
30'-8"
30'-8'
30'-1"
28'-9"6
�30'-8"�9!-0"
30'-8"
30'-8"0'-8"
30'-8"
29'-10"
25'-1"
25'-1"
25'-1"
24'-6"
24'-T
23'-T
4"
25'-1"
25'-1"
25'-1"
25'-1"
25'-1"
24'4"
16'-T
16'-T
16'-7"
16'-3"
16'-4"
5'-10"
16'-T
16'-T
16'-T
16'-T
16'-T
16'-T
13'-T
13'-T
13'-7"
13'-4"
13'-4"
13'-0"
13'-7"
13'-T
13'-7"
13'-7"
13'-T
13'-T
21'-1"
21'-1"
21'-1"
20'-9"
0'-10"
20'-2"
21'-1"
21'-1"
21'-1"
21'-1"
21'-1"
21'-1"
17'-3"
17'-3"
17'--3" .
17'-0"
Ir -l"
16'-0"
1 T-3"
17'-3"
17'-3"
17"-3"
1 T-3"
17'-3"
25'-6"
25'-6"
25'-6"
25'-1"
25'-2"
24'-4-
25'
25'-6"
25'-6"
25'-6"
25'-6"
25'-6"
20'-10"
0'-10"
0'-10"
20' T
20'-T
20'-0"
20'-10"
20'-10"
20'-10"
20'-10"
20'-10"
20'-10"
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
9'-0"
9'-3"
9'-3"
9'-3"
9'-3"
9'-0"
9'-0"
9'-3"
9'-3"
9'-3"
9'-0"
9'-3-
9'-3-
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
11'48"
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
111-8"
"
14'-1"
14'-1"
14'-1"
14'-1"
14'-1"
14'-0"
14'-1"
14'-1"
14'-1"
14'-1"
14'-1"
14'-0"
14'-2"
14'-2"
14'-2"
14'-1"
14'-1"
13'-10"
PROJECTION —
S
O.H. PAN
r[ II WIDTH
TRIBUTARY= h
2 SPAN + O.H. i I
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
TAR[ F 1 r w Q 1 1= �- A r%0 11- 0%
5 2 2 2 2 2 2 2 2 2 5' 1 1 1 2 1 2 2 2 2 2 2 2 5, 1 1 1 1 1 1 1 1 1 1 1 2
6'
2 2 2 2 2 2 2 2 2 2 3 6' 1 2 2 2 2 2 2 2 2 2 2 2 6, 1 1 1 1 1 1 1 2 1 1 2 2
7 2 2. 2 2 2 2 1 1 1 2 1 2
2 2 2 2 2 2 2 3 2 3 3 3 7' 2 �2 2 2 2 3 1 1 1 2 2 2
8' 2 22 3 3 3
2 3 3 3 3 3 8 2 2
2 2 2 2 2 2 3 3 3 3 8' 1 1 1 2 1 2 2 2 2 2 2 2
9'91 2 2 2 3 3 3 1 1 2 2 2 2 2
2 2 3' 2 3 3 3 3 3 3 4 2 3 3 3 3 3 9 2 2 2 2 2 2
10' 2 3 3 3 3 4 2 2 2 3 3 3
3 3 3 4 3 4 10 2 2 2 3 3 3 10 1 2 2 2 2 2 2 2 2 2 1 3
11' 2 3 3 3 3 4 2�23
3 3 3 4
3 3 3 4 4 5 11 3 3 3 4 11 2 2 2 2 2 2 2 2 2 2 2 3
12, 3 3 3 4 4 4 2 3 3 3 3 4 ,
3 4 4 4 4 5 12 2 3 3 2 2 4 12 2 2? 2 2�23 2-5---2-
2 3 3
13' 3 3 3 4 3 4 4 5 4 4 5 5 13' 2 3 2 3 2 3 2 4 2 3 3 4 13' 2 2 2 2 2_- 2 3 2 3 3 3
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED
FIGURE INDICATES FREESTANDING
J
J �
j C
z CEILING FAN AND/
OR LIGHT FIXTURE
X ( MAX. 30 lbs.)
w
FAN BEAM (19'-0" MAX SPAN)
HEADER
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET T-1.
Usersldell\Dowments\DURALUMIIAPMO 019519-12-1311APMO PATIO COVER 11-15-131.dwg, 1127/2013 9:48:47 PM, Tabloid
T=.075"
TYP.
FAN BEAM
FAN BEAM
ALUM. ALLOY 6063-T6
FAN BEAM
�— #14 x 3 1/2" S.D.S. SCREW
AT BEAM
ATTACHMENT AT HEADER
�. I A"..
AT HANGER CHANNEL
ATTACHMENT AT HANGER CHANNEL
(2)291 x6 %2" AND
WALL HANGER, 3"x8" AND
EXTRUDED AND 3"x8" WITH
6 %2" ROLL FORMED HEADERS
STEEL HEADERS
STEEL INSERT HEADERS
w
NUMBER OF N0.14 TEK OR SMS SCREWS
NUMBER OF NO.14 TEK OR SMS SCREWS
NUMBER OF NO.14 TEK OR SMS SCREWS
j o
PER FOOT OF HEADER LENGTH
PER FOOT OF WALL HANGER AND HEADER LENGTH
PER FOOT OF HEADER LENGTH
it 3
m
110 MPH 120 MPH 130 MPH
110 MPH 120 MPH 130 MPH
110 MPH 120 MPH 130 MPH
EXP. B EXP. C EXP. B EXP. C EXP. B P. C
~
EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C
~
EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C
1 2
5 2 2 2 2 2 2 2 2 2 5' 1 1 1 2 1 2 2 2 2 2 2 2 5, 1 1 1 1 1 1 1 1 1 1 1 2
6'
2 2 2 2 2 2 2 2 2 2 3 6' 1 2 2 2 2 2 2 2 2 2 2 2 6, 1 1 1 1 1 1 1 2 1 1 2 2
7 2 2. 2 2 2 2 1 1 1 2 1 2
2 2 2 2 2 2 2 3 2 3 3 3 7' 2 �2 2 2 2 3 1 1 1 2 2 2
8' 2 22 3 3 3
2 3 3 3 3 3 8 2 2
2 2 2 2 2 2 3 3 3 3 8' 1 1 1 2 1 2 2 2 2 2 2 2
9'91 2 2 2 3 3 3 1 1 2 2 2 2 2
2 2 3' 2 3 3 3 3 3 3 4 2 3 3 3 3 3 9 2 2 2 2 2 2
10' 2 3 3 3 3 4 2 2 2 3 3 3
3 3 3 4 3 4 10 2 2 2 3 3 3 10 1 2 2 2 2 2 2 2 2 2 1 3
11' 2 3 3 3 3 4 2�23
3 3 3 4
3 3 3 4 4 5 11 3 3 3 4 11 2 2 2 2 2 2 2 2 2 2 2 3
12, 3 3 3 4 4 4 2 3 3 3 3 4 ,
3 4 4 4 4 5 12 2 3 3 2 2 4 12 2 2? 2 2�23 2-5---2-
2 3 3
13' 3 3 3 4 3 4 4 5 4 4 5 5 13' 2 3 2 3 2 3 2 4 2 3 3 4 13' 2 2 2 2 2_- 2 3 2 3 3 3
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED
FIGURE INDICATES FREESTANDING
J
J �
j C
z CEILING FAN AND/
OR LIGHT FIXTURE
X ( MAX. 30 lbs.)
w
FAN BEAM (19'-0" MAX SPAN)
HEADER
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET T-1.
Usersldell\Dowments\DURALUMIIAPMO 019519-12-1311APMO PATIO COVER 11-15-131.dwg, 1127/2013 9:48:47 PM, Tabloid
T=.075"
TYP.
FAN BEAM
FAN BEAM
ALUM. ALLOY 6063-T6
FAN BEAM
�— #14 x 3 1/2" S.D.S. SCREW
AT BEAM
ATTACHMENT AT HEADER
�. I A"..
AT HANGER CHANNEL
ATTACHMENT AT HANGER CHANNEL
SPLICE �/ \fin
WHERE I I
OCCURS I II
I II
0.075 II
— TYP. II II -
I I
L�====_�
6.5" ROLLFORM
MAG BEAM GUTTER FASCIA
A ALUM. ALLOY B ALUM. ALLOY
6063-T6 3004-1136
Fes—
2.03.0•
MAX
DRALUM. BL.2"x6.5"x0.032" ALLOY 3004-1136
OR EQUAL
—T=12 OR
14 GA
ASTM
GRADE 50
8
.04r
TYP.
130---�—a-4ce-3.0' 4
sers1de111DocumentsOURALUMWMO 019519.12-13UAPMO PATIO COVER 11-15-131.dwg, 11/272013 9:57:11 PM, Tabloid
HEA ID:ERIBBAD P
SPLICE
WHERE
0.070'
TYP.
Fes• -3.0•x•1 �
4" I -BEAM 1 4.5" MAG GUTTER
C' ALUM. ALLOY i D ALUM. ALLOY
6063-T6 "' 4, 6063-T6
J 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
.03r
ALUM.
MAX.
Mt. =10'
A
K DBL. 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-1136
OR EQUAL
s
.040' ALUM.
.04WsTEEL
3.0•
�3.0'—moi
3" SQ. ALUM. POST
O3" SQ. ALUM POST ALUM. ALLOY 3004-H36
B ALUM. ALLOY 3004-H36 3-5Q. STEEL POST
F ASTM A500 GRB (Fy--46ksi)
0.024'
0.03r
PLASTIC
PLUGS
E 3" SQ. STEEL BEAM
ASTM A653 GRADE 40
0.37
SPLICE
WHERE
OCCURS
0.110•
TYP.
T=0.125•
ALUM.
ALLOY
6063-T6
r, -'N
7" I LLOY 6
i _ ALUM. ALLOY 6063-T6
G W/ 1 "C" INSERT
ALUM. ALLOY 6063-T6
H W/ 2 "C" INSERTS
1ALUM. ALLOY 6063-T6
7.8� 5
0.625
L qtW/x,1410' LN;L,INSERT
.. ASTM GRADE"50
3"x8"x0.042" BEAM
W/ 12 GA. STL. INSERT
ASTM GRADE 50
PES__ . - -' -- --
1110 SMs
aQ 24' O.(
EA- SIDE
3" SQ. ALUM. POST
WITH SIDEPLATES
ALUM. ALLOY 3004-H36
OR EQUAL
0.075•
TYP:
E MAG POST
ALUM. ALLOY
6063-T6
(�-3"SQ.xt=0.188"
H=3"SQ.xt=0.250"
J=4"SQ.xt=0.188"
K=4"SQ.xt=0.250"
8
m E
i
Iii U
tnU�$
Q?W@
t�uuItq�in
rUU
}fid
Lu
O�zS
U�n,v
O
RL
�m
ILomm
Z=
WSW
mom
Z
3.0' 3 W W
OR �Q8 a
a.o• O O w K
0
to
�--=1 - O
OR 4.0'
;,T,_EELiPOST
A500 GRADE B
DBL. 3"x8"x0.042" BEAM
N W/ DBL. 14 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 3N8"4.042" BEAM
AOCH HEADER BEAM TOP AND
IOTTOM FLANGES SHALL BE CUT AT
W/ DBL. 12 GA. STL. INSERT
(�)UM.
ACH INTERIOR COLUMN WHERE 3
ALLOY 3004-H36
)R MORE COLUMS OCCUR. DO NOT
OR EQUAL
:UT FLANGES AT END COLUMNS.
sers1de111DocumentsOURALUMWMO 019519.12-13UAPMO PATIO COVER 11-15-131.dwg, 11/272013 9:57:11 PM, Tabloid
HEA ID:ERIBBAD P
SPLICE
WHERE
0.070'
TYP.
Fes• -3.0•x•1 �
4" I -BEAM 1 4.5" MAG GUTTER
C' ALUM. ALLOY i D ALUM. ALLOY
6063-T6 "' 4, 6063-T6
J 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
.03r
ALUM.
MAX.
Mt. =10'
A
K DBL. 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-1136
OR EQUAL
s
.040' ALUM.
.04WsTEEL
3.0•
�3.0'—moi
3" SQ. ALUM. POST
O3" SQ. ALUM POST ALUM. ALLOY 3004-H36
B ALUM. ALLOY 3004-H36 3-5Q. STEEL POST
F ASTM A500 GRB (Fy--46ksi)
0.024'
0.03r
PLASTIC
PLUGS
E 3" SQ. STEEL BEAM
ASTM A653 GRADE 40
0.37
SPLICE
WHERE
OCCURS
0.110•
TYP.
T=0.125•
ALUM.
ALLOY
6063-T6
r, -'N
7" I LLOY 6
i _ ALUM. ALLOY 6063-T6
G W/ 1 "C" INSERT
ALUM. ALLOY 6063-T6
H W/ 2 "C" INSERTS
1ALUM. ALLOY 6063-T6
7.8� 5
0.625
L qtW/x,1410' LN;L,INSERT
.. ASTM GRADE"50
3"x8"x0.042" BEAM
W/ 12 GA. STL. INSERT
ASTM GRADE 50
PES__ . - -' -- --
1110 SMs
aQ 24' O.(
EA- SIDE
3" SQ. ALUM. POST
WITH SIDEPLATES
ALUM. ALLOY 3004-H36
OR EQUAL
0.075•
TYP:
E MAG POST
ALUM. ALLOY
6063-T6
(�-3"SQ.xt=0.188"
H=3"SQ.xt=0.250"
J=4"SQ.xt=0.188"
K=4"SQ.xt=0.250"
8
m E
i
Iii U
tnU�$
Q?W@
t�uuItq�in
rUU
}fid
Lu
O�zS
U�n,v
O
RL
�m
ILomm
Z=
WSW
mom
Z
3.0' 3 W W
OR �Q8 a
a.o• O O w K
0
to
�--=1 - O
OR 4.0'
;,T,_EELiPOST
A500 GRADE B
Users\delKDocuments\DURALUMVAPMO 019519
.Z.
,UsersldelN)ocumenls\DU RALUMUAPMO
7 EXISTING SLAB
ALUM. ALLOY
6063-T6
3.00" OR
1.50„'
INSTALL 1Y" x 1Y2" x YB" HDG
WASHER PLATE AT ANCHORS
FOR 130 MPH
1.375"
X1.60"
090" TYP.
ALUM 'T" BRACKET
q 7/16"0 HO'
FOR 3/8" �
ASTM GRADE 36 STEEL
INSTALL 1Y2'x 1Y2" x YB" HDG
WASHER PLATE AT ANCHORS
.15r
TYP_
USE FOR 3" OR 4"
STEEL POSTS
q 2- 5/16"0
IN BEAM SPAN TABLE t
O 3" SQ. POSTS TO CONC. FOOTING
O SQUARE POST EMBED.
INTO FOOTING
CUBE SIZE
q
FOOTING SIZE
-rMINIMU91N,UMBER OF REQUIRED-
ALUM.-rBRACKET USE WITH
18" 18• SQ. 12"
COLUMNS FOR ATTACHED COVERS
STEEL -(
"T" BRACKET
2"X6.5"X0.032" SIDE PLATES
I POST TYPE B,C,D, OR E
m
I I
USE POST TYII
@ 3 -SQ. POST W/
EXP. B
STEEL rBRACKET USE WITH
EXP. B
j I
F. G, H, J OR F
(2}#12 SMS EA
32" SQ.
POST TYPE B,C,D,E,F,G,H,J OR K
31" - 34• CUBED
1 I
4-
3"SQ. POST SIDE OF POST OR
3"SQ. POST
ALUM. -1 -BRACKET:
1: DO NOT USE ALUM. "T"
BRACKET WITH 3X8 BEAM
I I
2
1/4" M.B. THROUGH
3
IU�SSEK280�T ORILTI EQUAL
1/2 DEPTH OF
4
W/INSERT, MAG BEAM, 4" OR
r I -BEAMS.
POST
-
-
STEEL.'f'BRACKET:
ING OR
4
3
(2}1/4"0 POWERS WEDGE-
SEE NOTES BELOW
USE (2)3/8"0 HILT] KWIK
BOLTS OR EQUAL
120" MFOOIIN. EMBD.
I
4
BOLTS+, OR EQUAL, EACH
5
2 %" EMBEDMENT DEPTH
PLA
2"XYs"x5Y2'AT
9'
3
BRACKET TO SLAB.
4
FOR KWIK BOLTS)
4
5
c7 m
MINIMUM DISTANCE TO
3
4
4
5
Lu
EDGE OF SLAB = 4' OR
3. POST TYPE F
DO NOT USE STEEL -r
11'
4
t:
w j Z
TO CRACK = 10"••
5
d
BRACKET W/7' I -BEAM
.•
Lucf) o a.
(1 %4 MIN. EMBEDMENT)
5
e
(1}1/2"0M.6.
•�°
v co
4
DEI rrH In
5
x9" LONG, 1"
•'
co
a m
,e ;.: • ,s; SLAB SHALL BE IN
a POURED CONCRETE
FROM END
OF POST
X.
w �¢
m
y GOOD CONDITION
120 MPH
FOOTING SEE NOTE
EXP. B
EXP. C
Z
3 1/2" MIN.
FOR SIZE
SEE FOINGOT
EXP. C
POURED
CONCRETE
2
SQUARE, SEE
SCHEDULE IN
2
SCHEDULE
QU
FOOTING
SPAN TABLE
7 EXISTING SLAB
ALUM. ALLOY
6063-T6
3.00" OR
1.50„'
INSTALL 1Y" x 1Y2" x YB" HDG
WASHER PLATE AT ANCHORS
FOR 130 MPH
1.375"
X1.60"
090" TYP.
ALUM 'T" BRACKET
q 7/16"0 HO'
FOR 3/8" �
ASTM GRADE 36 STEEL
INSTALL 1Y2'x 1Y2" x YB" HDG
WASHER PLATE AT ANCHORS
.15r
TYP_
USE FOR 3" OR 4"
STEEL POSTS
q 2- 5/16"0
IN BEAM SPAN TABLE t
O 3" SQ. POSTS TO CONC. FOOTING
O SQUARE POST EMBED.
INTO FOOTING
CUBE SIZE
SO. 18• DEEP • CUBE FfG.
FOOTING SIZE
-rMINIMU91N,UMBER OF REQUIRED-
EMBED.
18" 18• SQ. 12"
COLUMNS FOR ATTACHED COVERS
20'
21" SQ.
2"X6.5"X0.032" SIDE PLATES
NOTES:
m
110 MPH
120 MPH
130 MPH
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
32" SQ.
23•
31" - 34• CUBED
(4).&8.0
4-
28"
35' SQ.
25'
1: DO NOT USE ALUM. "T"
BRACKET WITH 3X8 BEAM
6'
2
3
3
3
3
4
W/INSERT, MAG BEAM, 4" OR
r I -BEAMS.
7'
2
3
3
4
3
4
8'
3
3
3
4
4
5
2. POST TYPE E
INSTALL WASHER
PLA
2"XYs"x5Y2'AT
9'
3
4
4
4
4
5
STEEL "T" BRACKET.
10'
3
4
4
5
5
6
3. POST TYPE F
DO NOT USE STEEL -r
11'
4
4
4
5
5
6
BRACKET W/7' I -BEAM
12'
4
5
5
6
5
j 7
13'
4
5
5
6
6 j
7
m
2"X6.5"X0.042" SIDE PLATES
110 MPH
120 MPH
130 MPH
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
5'
2
2
2
2
2
3
6'
2
2
2
3
2
3
2 FLANGES
7'
2
2
2
3
3
3
8'
2
3
3
3
3
4
2 1/8" APART
2.5"
9'
2
3
3,
4
3
4
•75' BASE FLARES
10'
4
3
3
4
4
5
TO 3"WIDE EA.
SIDE OF FLANGES
11'
3
3
4
4
4
5
12' 1
3
4
4 1
5
4 1
5
FOR 3" POST,
4" WIDE FOR 4" POST
13'
3
4
4
5
5
6
� 1-7/16"0 HOLE
1.
MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
& 2-3/8" HOLES
NOTE:
TYP. EA. SIDE
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES
2.'SEE
SHEET FOR ALTERNATE LATERAL BRACING
STEEL "T11 BRACKET D SYSTEM FOR ATTACHED COVERS.
COVER 11-15-13 i.dwg, 1127/201310:18:18 PM. 11 x 17
Y:
(3)-5/8"0 BOLTS
FOR POST TYPE J & K
(2)-1/2"0 BOLTS
FOR ALL OTHER
CONDITIONS
T
MNS
4
A572 STEEL
3/16" V
3" SQ. POST (STL.) -
OR FLUTED
OR 4" SQ. POST (STL.)
INSERT
PL.5/8'THK.-
1 1/2"
16" INSERT
Ix 0.188"
ASTM A36
STEEL
1 1/2"
WELDED STEEL BASE PLATE Q
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 7
9' SQ. x 5/8" B. C, D, F, G, H, J, & K
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE I ANCHOR BOLTS (SIZE & TYPE)
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH)
ATTACHED
ALTERNATE FTG.
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
CUBE SIZE
SO. 18• DEEP • CUBE FfG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18" 18• SQ. 12"
BOLTS
20'
21" SQ.
12"
23• & 24' CUBED
(2)72.0
31/4"
22"
25" SQ.
16"
25"- 30" CUBED
(4)-1/2
31/4"
24' 28" SQ. 20-
26-
32" SQ.
23•
31" - 34• CUBED
(4).&8.0
4-
28"
35' SQ.
25'
35" - 39" CUBED
(4}3/4.0
4 3/4'
30" 39• SQ. 28'
32•
43" SQ.
30"
4a• - 42' CUBED
(4)v4-0
a 3/4•
34•
47' SO.
32•
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -19170R EQUAL
36" 51' SO. 34"
38" 55' SQ. 37'
40" 60' SO. 39
42" 64" SQ. 41"
69" SQ. 43"FOOTING
CBE
W/4• SLAB
NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
Isers1de111DocLunenls\D URALUMUAPMO
AS AN ALTERNATE FOR ATTACHED COVERS, THE
LATERAL BRACING SYSTEM (LFRS) SHOWN BELOW
MAY BE USED ONLY FOR ATTACHED, SOLID -ROOFED
COVERS
COLUMN 1: 3"x3"x0.032' W/ (2) 2"x6.5"4.042" SIDE PLATES.
SEE AND
AND e
7 7
COLUMN 2: PER SPAN TABLES
. MINIMUM NUMBER OF REQUIRED
COLUMNS FOR ATTACHED COVERS
to g.;
►Ir-
2"X6.5"X0.032" SIDE PLATES
110 MPH
120 MPH
130 MPH
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
5'
2
2
2
3
3
3
6'
2
3
3
3
3
4
T
2
3
3
1 4
3
4-
9
3
3
3
4
4
5
9'
3
4
4
4
4
5
10'
3
4
4
5
5
6
11'
4
4
4
5
5
6
12'
4
5
5
6
5
7
13"
4
5
5
1 6
1 6
7
D 3110
2"X6.5"X0.042" SIDE PLATES
MPH
120 MPH -
130 MPH
EXP. B
TEXP. C
EXP. B
EXP. C
EXP. B
EXP. C
5'
2
2
2
2
2
3
6'
2
2
2
'3
2
3
7'
2
2
2
3
3
3
8'
2
3
3
3
3
4
9'
2
3
3
4
3
4
10'
4
3
3
4
4
5
11'
3
3
4
4
4
5-
12'
3
4
4
5
4
5
113-1
3 1
4
4
5
5
6
NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES.
APMO PATIO COYER 11-15-13 2.dwg,11282013 4:12:18 AM, 11 x 17
FORCE RESISTING SYSTE
ROLL -FO
INSULATED RO(
INTERLOCKING SED
#14 SDS
(2) # 14 SDS @ EACH PANEL,
B' FROM PANEL EDGE
O INSULATED ROOF
HANGER
#14 SMS @ 32.O.C. MAX
(4 MIN. PER PANEL INTERLOCK)
OLL-FORMED
PANEL
OROLL -FORMED PANEL
INTERLOCKING SEAM
v�
#14 SMS ® 32.O.C.
4 MIN. PER EACH JOINT
ALUMINUM S
TOP 8 BOTT. 0.024'
INSULATED ROOF PANEL
INTERLOCKING JOINT
P
FORM CORE
4
Users1de111DocumentslDURALUMVAPMO 01
SPLICE DETAILS
SIMPLE SPLICE
FULL MOMENT
610 S.M.S. II #12 S.M.S.
(e TOT. Np THICKNESS =.035' (24 TOT II
6.31r TYP. THICKNESS =.035*
11 II
t II t t ++ + + + + ++
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED
SPLICE WHE
OCCUR
ALUM. ALLOY '
6063-T6 16" 1'
--� - - 4" I -BEAM 3' 0 -
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED
sPuCE wH
Occur
ALUM. ALLOY
6063-T6
7" I -BEAM
1 Y2" SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 310' H25
1.50" �15
28" 2°
.018"
S
MOMENTCPLICE
1 2"x3" LATTICE TUBE P2,
ALUM. ALLOY 3105-1-125
.28" � ,]"
.018
TO POST DETAILS
O
us
O'
w
I -BEAM ALUM ALLOY
(606146) ALTERNATE
STL. C -BEAM
SQ. POST
(2)/10 S.M.S.@ EA,
VALLEY, TYP.
IFNOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SO. POST,CONNECT WEB
TO POST W/ (2) - 5/8' 0
THRU-BOLTS @ 4- I -BEAM,
AND (3) - 5/8.0 THRU BOLTS
@ T I -BEAMS
H - BRACKET TO POST
3" x 8" x .042" BEAM,
3" SQ. STEEL OR
MAG BEAM.
ti
I
(6W4 SDS @ EA. SIDE
TOP & BOTT. TOT.=24
X 3" ALUM. OR
I STEEL POST
"U" BRACKET - RAFTER TO BEAM
LATTICE TUBE TO RAFTER
yr _, �p o -
112' SQ., 2- SQ.,
OR,3:);3- LATTICE
S, 2 1/2" @ 3- 61—c- MIN.
TO 6'O.C. MAX.
M
#8 ^2 'S
BEAM TO POST DETAILS
OPTIONAL DECORATIVE FASCIA
( WOOD, ALUM. OR HARDBORD )
(12) - 614 x 12' S.M.S. EACH SIDE OF 3'
SQ. POST (8 -TOTAL)
ALTERNATE 1/4'0 BOLT W/ WASHER
EA SIDE OF 3' SO. POST
44—
+ 1.to
.7 i O
I +1
4 2.3.7 3' SQ. POST
4414 x 12' S.M.S. EACH SIDE OF 3'
SQ. POST (8 -TOTAL)
ALTERNATE: 1!4'0 BOLT W/ WASHER
EA. SIDE OF 3' SQ. POST
�UTfER FASCIA3.00' 3' SQ. POST MAG
BE
OR 240'
3L'SQ. STL. BEAM
RAFTER "TAIL" TO GUTTER
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
ROOF LIVE AND SNOW LOADS
'L' FASTENERS
1'-0"
4 - #14 SDS
2'-0'
6 - #14 SDS
3'-0"
12 - #14 SDS
FASTENER SPACING = 3/4'
#14 x 1/2' S.M.S. TOP
& BOTT. (2)-TOT.
ROOF PANEL
ROLLFORMED OR
EXTRUDED GUTTER
#14 S.M.S. @12-O.C.
FASCIA
6 1 /2"x2' xO24
RAFTER
"U" BRACKET -
1
(6) - #14x Y4' TEK SCREWS
BRACKET TO RAFTER
(6) - #14x Y4' TEK
BRACKET
FASTENER TO FASCIA - SEE TABLE
— FASTENER TO RAFTER TAILS - SEE TABLE
/Tzz,— OPTIONAL LATTICE TUBES
rk FASTENER 6
00 GROUP
00
ALUM. BRACKET
2' 1" "L' SEE TABLE
-RAFTERJO BEAM
t = .040
@6063-T6
m
O
O � _j_ O
=9 r
BEAM TYPES 10, 20, 25, 30, 40 & 50 ## L.L.
ATTACHED &
FREESTANDING SOLID COVERS
MPH EXP. B & C
10# LIVE LOAD
-110,120,130 -
z
1.52'
6.5" ROLLFORM
A
0.61•
1.v
���
EV. Cur
ALUM. ALLOY
6063-T6
w
z
sr+�icE I
--I ar
U Z $
w N
0
ATTACHED SOLID
FREESTANDING SOLID
>
MAX.POST �G
SP
MIN.
POSTG
MAX.POST FTG.
MIN.
POST
SPLICE'
T1
EREI
� (
11 I
SPACING
m
o
a ~ b
SPLICEI
6.5' 2.
0.73•
WHERE
OCCURs
/
0.14" R
=
ON SLAB *
3
a
F-
(o
(SPAN) IN')
(yo
TYPE
(SPAN)SPACINING (IN.)
TYPE
�2
� 3
D m
- v
WHOM
OCC "S I I
4.0"
4.6'
I
0.065' I
TYR
3.0"
,_ n
13 7
5
11'-8" 18
B
11'-8" 27
G
5
a
a p
o.o7s I II 3.0'
TYP. I I
.038'
2.18"I
TMP
2. I I
028" 0.048'
Q
11'-8" 20
11'-2" 29
6
°�° z o
w w
11-4 w
6
10'-8" 18
B
10'-8" 27
G
L__- J
10'-8' 21
10'-3" 28
0m. m
------J
I
w
91-80
7
9'-10" 19
9'-10" 27
7
dv$ C, _
3.0'
2.93'
3.0'
4.00'
9'-10" 21
9'-6" 28
v
Z
�G J Z
MAG BEAM
A
6.5" ROLLFORM
B
C 4" I -BEAM
ALLOY
p 4.5" MAG ALUM. GUTTER
E 3" SQ. STEEL BEAM
J
w
8
8
9'-3" 19
9'-3" 22
B
9'-3" 27
8'-10" 27
G
8
w
ui
8'-9"' 20
8'-9" 28
ALUM. ALLOY
6063-T6
ALUM. ALLOY
6063-T6
6063-T6
6063 T6AIL0Y
GRADSTM E40
J
7'-7n
g�
"
8'-9 22
w
8'-6 27
/1
�7
g'
v
"
6-9-
,
10
8'-4" 20
B
8'-4" 28
G
,
10
8., 22
8'-0" 28
o.37s
O
e-
V-2"
11'
s'-0" 20
B
s' -o" z8
G
11'
a
8'-0" 23
7'-8" 29
SPLICE T=0 125"
WHEREING-'-7"
ALLO1
a
o
5,-8w
721
G+
7'-7" 29
G
12,
sos�Ts
12,
T-7" 23
7'-4" 29
H
0c
6.656' 7.0•
o
0.110' 8.0' 8.0'
J Z
TYP.0.0320s.5" o.04r 0.042"
TYP.
TYP. TYP.
' 4
R
}
Q
ATTACHED SOLID
FREESTANDING SOLID
>-
S
MAX.COL.
v
.POST FTG.
MAX3-
MIN.
MAX.POST FTG MIN.
0.375•
2
9?
SPA CING (I"•)
POST
(I"•) SPACING TYPE
Ir
1.75 t 1-J"
OSPACING
N SLAB
(SPAN)
TYPE
(SPAN)
2.0• 2MAX..0'-I �3.0•� 3.0' 3.0- 3.0•
13 -7
5
11'-8" 19
11'-0" 21
B
11' 8" 29 G
10'-9" 30 H
5 ,
m p
11'-4"
6'
10'-8" 19
B
10'-0" 28 n
6'
I MAX
CD
m
� o o �
a o
7"I -BEAM DBL. 2"x6.5"x0.032"
F 3"X8"x0.042" BEAM DBL. 3"X8'X0.042" BEAM
ALUM. ALLOY ALUM. ALLOY 3004 H36 J
N
10'-0" 22
9'-10" 30 `j
o=
0 � W
28
ALUM. ALL 3004 H36 ALUM. ALLOY 3004 H36
OR EQUAL
r
, n
9
,
7
9'-10" 20
B
9'-10"
G
,
7
J
6063 T6 OR EQUAL OR EQUAL
9'-8" 22
9'-2" 29
(a U. m
W/ 1 "C" INSERT
G
81
9'-3"9,-1" 223
9'-3'
229
8,
ALUM. ALLOY
8•-6w
B
'_7w G-
6063-T6
"C"
--�
7,_7w
g'
8'-9" 21
B
8'-9" 28 G
9,
W/ 2 INSERTS 2s
H
8 -7" 23
� "
8 -1 29
E
6'-9"
10'
8'-4 8'-2" 224
B
8'�" 7'-Sw 2.30 G
10'
ALUM. ALLOY
6063-T6
.J
8
y
T"12 OR
14 Ga
12 OR
O
r
m m
, w
6'-2"
,
11
8'-0" 21
B
8'-0" 29 G
11
a RDE 50
T_-9" 24
7'-4' 30 H
d!
- - - - - -- - 7.875' ASTM
�E 50 8.0"
a zLu
r5'-8-
,
12
7'_7" 21
C
T'-7" 29 G
,
12
.oar
7'-6" 24
T'-1' 31 H
M c- g-
TYP.
tAUQo
:..
Q.
0.
01625*
ATTACHED SOLID
FREESTANDING SOLID
p M i
MAX POST FTG
MIN.
MIN.
MAX -POST FTGPACING
MAX.COL.
_o
o
O a
2.876 3.0' M/U 3.0'
2
3
(IN.)
POST
TYPE
SPACING. POST
(IN') TYPE
ca 3
a o
ON SSPALAB •
a
(SPAN)
(SPAN)
m m
3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM
�-
11•-8• 20
11'4" 30 H
&-_;-N4W/LD2BL.
W/ 14 GA. STL. INSERT 14 GA. STL. INSERT
l-
w
13'7
5
11'-0" 22
B
10'-3" 31 I
5 ,
or
, w
11-4
,
6
10'-8" 20
B
10'�" 30 G
,
6
ASTM GRADE 50 ALUM. ALLOY 3004-H36
' OR EQUAL
w ,�
M
10'-1"
9'-6" 31 H
W Z>
1
9'-10" 21
9'-0" 29 G
3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM
m =_ $ o
W/ 12 GA. STL. INSERT W/ DBL. 12 GA. STL. INSERT
M O
r
9'-8"
7'
9'-4" 23
B
8'-9' 30 H
7,
Z W `�
3 S
c
8'-V"
8'
9'-3" 21
B
9'-1 w 29 G
8'
ASTM GRADE 50 ALUM. ALLOY 3004 H36
oR EQUAL
o ",
- - -
8'-9" 24
8 -2 30
J
T-7"
98'-9"
'
22
B
8'-T 28 G
92
NOTE'
8'-3" 24
7'-9' 30 H
,- n
6 9
,
1
8.4" 22
B
8'-2" 29 G,�
10'
FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF -
o
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES
7'-10" 25
T-0" 31 H
2
6'-2"
11'
8'-0" Z3
B
T'-9" 30 H
11'
WHERE SLAB OCCURS, CUBED FOOTING SIZE # THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL EXPOSURE B
0
MAYBE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN FIGURE INDICATES
7'-6" Z5
C
T'-1" 32 ILU
SEE ALTERNATE FOOTING TABLES THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN . EXPOSURE C
=
�
T' -T" Z3
T'-6" 31 H
SHT.10 FOR ATTACHED COVERS FOR THE SELECTED BEAM. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
n
51-8"
12
7'-2" 26
C
T-9" 33 J
,
12
ISersldeIRDocumerhs\DURALUMUAPMO 0195\412-13UAPMO PATIO COVER 11-15-131.dwg, 11/272013 10:3423 PM. 11 x 17
JsersldeiRDocumentsU)URALUMORMO 019519-12-13UAPMO PATIO COVER 11-15-13 2.dwg, 11/28/20131:43:14 AM, 11 x 17
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3"x87x0.042"- BEAM DBL. 3"x8"x0.042" BEAM
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(D�nL�14
ALUM. ALLOY 3004H3 OR EQUAL ASTM GRADE 50 ALUM. ALLOY 3004H3 OR EOUAL
z
a =
ATTACHED SOLID
FREESTANDING SOLID
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FREESTANDING SOLID
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MAX.COL.
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MAX.POST FTG
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MIN.
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MAX.POST FTG.
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MAX.POST
MIN.
SPACING
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POST
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ON SLAB *
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(SPAN)
TYPE
(SPAN) TYPE
(IN)
(SPAN)
TYPE
(SPAN) (IN.)
TYPE
cr
Q Q
13'-7"
5'
19'-3" 21
19'-3" 31 H
18'-4" 21
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18'-4" 31 H
25'-1 23
25'-1 34
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19'-3" 21
9'-3" 33 J
18'x" 21
18' �" 33 J
5'-10" 23
E
25'-10" 36
J
5'
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O
11'-4"
6'
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17'-7"
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C
16'-9" 30 H
23'-8" 2
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7'-T 33 J
16'-9" 21
16'-9" 32 1
23'-8" 24
23'$" 35
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9'_8"
16'-3" 22
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16'-3" 30 H
15'-7" 22
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22'-0" 24
22'. 33
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16'-3° 22
6'-3" 32 I
15'-T 22
th 5' Z- 32 { I
22'-0" 24
E
22'-0" 35
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8'-6"
8'
15'-15'-3" 223
E
15'-15.-3" 331 H
14'
E
14'-
331 �"I
20'-20.-7" 225
20'- 344
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14'-7
14'-
E
o' -T
J
8,
uj
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7'-7"
9'
14' 4"4•-4" 223
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14'-0
332
13'-9:3
223
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13'-9"3'-9" 331 I„'
19'-4
225
19'-4 -- 344
o
J
4��"
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9��"
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J
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10'
13'-8 3.$" 224
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13'-8 3'-8" 332
13'-113,-1" 223
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13'-113'-1" 332
18'-4
226
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18'-4"8.�" 335
8'-4"
J
10'
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6'-2"
11
24
13'-1"
E
13'-1" 32
J
12'-6"2'-fi" 224
E
12•$12' 332
17'-17.-7" 226
E
1T-7"7'-7" 335
24
3'-1" 32
6"
J
11'
F5'-8"
12'
12' 6" 24
E112'-6',-
33 J
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12'-0" 24
E
12'-0" 32 J
16'-9" 27
16'-9" 35
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12'-6" 24
6" 33
12'-0" 24
12'-0" 32
16'-9" 27
E
16'-9" 35
J
12'
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ATTACHED SOLID
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MAX.COL.
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ON SLAB +t
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13'-7"
5'
19'-3" 21
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19'-3" 33
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18'-4" 21
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18'-4" 33
25'-1 23
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25'-1 " 36
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9'-3" 35
18'4" 21
18'-4" 35 `�
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25-10" 38
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23'$" 24
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16'-9" 21
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22'-0" 24
22•-0" 34
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15•_7^ 22
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22'-0" 24
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22'-0" 36
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20'- O�_7" 225
20'-20.-7" 346
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25'25'-10" 340
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FOOTNOTE: 'SAMPLE"
FIGURE INDICATES
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FIGURE INDICATES
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* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL
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FOR THE SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
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SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED COVERS
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