14-0319 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
r
4
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number:
'x4 0000-0319
��
WORKER'S COMPENSATION'DECLARATION
Owner:
Property Address:
60933 FIRE BARREL DREHRICH
RESIDENCE
APN: .
764-520-025.-
- .-
60933 FIREBARREL
Application description:
PATIO COVER
- RESIDENTIAL
LA QUINTA, CA 92253
Property Zoning:
MEDIUM HIGH
DENSITY RES
(310) 365-3055
-4,A.pplication valuation:
1915
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
Carrier 00/00/00olicy Number
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
Contractor:
Applicant:
Architect or Engineer:
LIFETIME PATIOS
0
and agree that, if I should become subject to the workers' compensation provisions of Section
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=`t
PALM DESERT, CA 92260
(✓ ��.!
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (5500).:
IIw v
WCC:
(_) 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
WC:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
Lic. No.: ---------------
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
00/00/00
Date: 3/25/14
-------------------------------------------------------------------------------------------------
• LICENSED CONTRACTOR'S DECLARATION
��
WORKER'S COMPENSATION'DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
I hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
_ I have and will maintain a certificate of consent tolself-insure for workers' compensation, as provided
License Class: License No.: - - - - - - - - - - - - - - -
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
C-or_tt
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
OWNER -BUILDER DECLARATION
insurance carrier and policy number are: '
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
Carrier 00/00/00olicy Number
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
_ I certify that, in the performance of the work for which.this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
person in any manner so as to become subject to the workers' compensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
and agree that, if I should become subject to the workers' compensation provisions of Section
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=`t
3 .00`of,the Lab6r-code, I shall forthwith comply with those provisions. '
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (5500).:
Date: r CiJ Applicant:
(_) 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended�or offered for sale (Sec. 7044, Business and Professions Code: The
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the -
DOLLARS. ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ISec.
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.). -
I _ 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.I.
Lender's Name: —
Lender's Address:
LQPERMIT
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 1 have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this county to en' r upon the above-mentioned property for inspection purposes.
Dates �J�ignature_IApplicant or. Agent):
i. Application Number . . . . .
14-00000319
Permit . . . PATIO COVER
2013
Additional desc .
Permit Fee 95.81
Plan Check Fee
.00
Issue Date
Valuation
1915
Expiration Date 9/21/14
.
Qty Unit Charge Per
Extension
1.00 95.8100 EA MISC
PATIO COVER, STD
95.81
----------------------------------------------------------------------------
Special Notes and Comments
12 FT X 12FT TOTAL 144 SQ.FT
WEATHERWOOD.OPEN LATTICE SHADE
STRUCTURE
PER APPROVED PLANS & 2012 IBC
2012IRC &
2013 CBRC.
----------------------------------------------------------------------------
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
l
LQPERMIT
'Bin #
City of La Quinta
Req'd
Building 8L`Safety Division
P.O. Box 1504, 78-495• Calle Tampico
Permit #
PERMIT FEES
La Quinta, CA 92253 - (•760) 777-7012
Building PermitApplication Tracking
Plan Sets
and Sheet
Project Address:' •. _ _
Owner's Name:
Address: - O 47,33~ l•
A- P. Number:
Legal Description:
City, ST, Zip: �
Telephone:
-
�-IFETiM� /9 %/DS
Address:.
Address: • P� �QXQ�,
Project Description:
City, ST, zip: 1A
Reviewed, ready for corrections
4901A)7—,4
Plan Check Deposit
Telephone: Zoo - 7Z,7-,06i.3-
7,7-Qdi3
Truss cafes.
Called Contact Person
State
State Lic. # : /x'7708 T 3. City Lic.A&A
Ze a /162
Arch., Engr., Designer:
Address:
City, ST, Zip:
Plans picked up
elephone: �; : ".: : • ` ..
T"`' ; =
Construction Type: Occupancy:
c. #: i'"`'' _ ""'
Project type (circle one): New Add'n .Alter Repair Demo
f Contact Person: L� ares m f
Sq. Ft : # Stories: #Units:
ne # of Contact Person: ��
owe
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACMG .
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cafes.
Reviewed, ready for corrections
Plan Check Deposit
Truss cafes.
Called Contact Person
1
Plan Check Balance
Energy Cafes.
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
INHOUSE:-'"'
Review, ready for corrections/lssue
Developer Impact Fee
Planning Approval
CaUed Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees .
Total Permit Fees
It
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7 1
I i I
t'rilogy
March 20; 2014
Edward Ehrich k:
Deborah Ehrich
60933 Fire Barrel Dr
La Quinta, CA 92253
Property: 60933 Fire Barrel Dr
Account: 015000020747
Dear Mr. and Mrs. Ehrich:
b
CONDITIONAL APPROVAL
We are pleased to inform you that your plans for installation of an attached patio cover in the front
entry/courtyard area, receivedaon:b3/19/2014, have been approved by the Design Review Committee with
the following conditions: 1, 2, 3 and 19 (see attached copy).
Please note: Any damages caused by contractor due to construction must be repaired.
This approval does not constitute consent by the Association for the applicant to encroach, trespass, or
build on any property other than that of the applicant. This approval is related solely to the items reserved
for approval by the CC&R's in accordance with the Design Review Guidelines. The approval does not
extend to the quality of work done by your architect, or contractor, or to any structural engineering, soils
engineering, or site grading and drainage design. You are urged to obtain the services of a state licensed
professional for consultation as needed.
The Design Review Committee is composed of volunteers. As such, it does not review applications to
Insure compliance with building codes, or other local or state laws. Please be advised that this approval
does not relieve you from obtaining any necessary building permits from the governmental agencies
involved to ensure compliance with these codes. Any violations of these ordinances will be your
responsibility to correct. Thank' you for your patience in this matter and for complying with the
Association's policies and standards:
Fob Meme Miew Committee
CCAM, CM A, AMS
General
Enclosures
cc: Board of Directors
Design Review Committee
Trilogy at La Quinta Maintenance Assoc.
Professionally Managed by Action Property Management, Inc.
60-750 Trilogy Parkway, LaQuinta, CA 92253-7717
Phone: 760-777-6059 Fax: (760) 777-1620
www.actionlife.com
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PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS INC.
GENERAL NOTES: DESIGN REQUIREMENTS:
GOVERNING CODES: ``"RESIDENTIAL APPLICATIONS -CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER I,
1. THE DESIGN COMPLIES WITH THE 2012 INTERNATIONAL BUILDING CODE, 2012 INTERNATIONAL RESIDENTIAL L CRC AND IRC APPENDDC CHAPTER H.
CODE, 2013 CALIFORNIA BUILDING & RESIDENTIAL CODES, ASCEISEI 7 -10 -MINIMUM DESIGN LOADS FOR ROOF LIVE AND SNOW LOADS: 10, 20 AND 30 POUNDS PER SQUARE FOOT.
BUILDINGS AND OTHER STRUCTURES AND THE 2010 ALUMINUM MANUAL -ADM 1-10.
DRAWING NOTES
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.)
SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE
MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE
NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE
AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED
CHANGE ORDER
6. 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 L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN
LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.32.
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/SE17, 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 1806.2 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR
ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO
ASTM A653, GRADE 40.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A�307. ALL BOLTS SHALL
HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS
WEDGE -BOLT* STAINLESS STEEL (ICC -ES ESR -2526 FOR CONCRETE AND FOR MASONRY).
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR
1976 OR APPROVED EQUAL 11
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL PATIO COVERS ONLY. -L
28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION
1505.2, EXCEPTION 2.
29. SIMPSON SDS25412 AND SDS25600 SCREWS SHALL BE IN ACCORDANCE WITH ICC -ES EVALUATION REPORT
ESR -2236. ice*,
MULTISPAN ROLL -FORMED ROOF PANELS
REQUIRE SITE SPECIFIC ENGINEERING.
FOR SNOW DRIFT DESIGN SEE SHT50
UsersldelN)owments\DURALUMWMO 01951412-1311APMO PATIO COVER 11-15-13 2.dwg, 11282013 3:40:34 AM, Tabloid
COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
ROOF LIVE AND SNOW LOADS: 20 AND 30 POUNDS PER SQUARE FOOT AT ROOF.
ADDITIONAL DESIGN REQUIREMENTS:
1. TABULATED SPANS FOR SNOW LOADS ARE BASED ON Pt 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 11,1.0.
4. SEISMIC BASE SHEAR 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER
5. SEISMIC DESIGN PARAMETERS:
IMPORTANCE FACTOR: 1.0
SITE CLASS: D
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: S s= 1.50, S, = 0.6, S o5= 1.0, S 0.50 .
RESPONSE MODIFICATION FACTOR, 81.25
6. EQUIVALENT LATERAL FORCE PROCEDURE.
7. DESIGN ASSUMPTIONS:
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: IV 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.
SHEETINDEX:
SHEET # SHEET TITLE/ DESCRIPTION
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
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 MPH
37-38 ......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
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 MPH
47-48 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50# L.L, 110-130 MPH
49 ...........INSULATED ROOF PANEL ATTACHMENT DETAILS
50 ...........SNOW DRIFT DESIGN
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Jsers1delPDocuments\DURALUMVAPMO 019519.12-1311APMO PATIO COVER 11-15-131.dwg, 11/27/2013 937:42 PM, Tabloid
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS
110/120/130 MPH EXP. B & C
ALUM. ALLOY 3004-H36 OR EQUAL
NOTE:
12"x 3 1/2' W PANEL (SEE NOTE 1 BELOW)
24• TR) -'V' PAN (SEE NOTE 1 BELOW)
6' x 2 Y2'FLAT PAN (SEE NOTE 1 BELOW)
LL=
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SPAN
110 MPH SPAN 1 120 MPH SPAN 1 130 MPH SPAN
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130 MPH
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(PSF)
(IN.)
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(IN.)
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IN TABLE 1, SHEET 1.
Isers'delMoeumentslDURALUMUAPMO 019519-12-13UAPMO PATIO COVER 11-15-131.dwg, 1127/2013 9:46:47 PM, Tabloid
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COMPONTENT UNLESS OTHERWISE SHOWN. t` SEE SCHEDULE
w o
> =
MAY NOT BE COVERED.
FOOTING WHERE REQUIRED,
J
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE
TYPE "F" ATTACHED MULTISPAN
LATTICE STRUCTURE
* 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.
wy
k
U
W K
nN
O
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE COVERED.
RAFTER, SEE TABLE SEEPU
OR SIZE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
SEE SCHEDULE
E
AND SPACING MAY NOT BE COVERED.
O.H
MAX O.H.
RAFTER,
SEE
FOR FOR TABLE
E
}
SPAN
pOs
AND SPACING
m �
°
O.H.
LL o C�Tu
,~GS
MAX O.H.
"O Z ' Ol1255% OF SPAN
� U � m
4 ? w m
F-
O`S'S vV
WFC-^
c�
gCiti
f0��,
i�oai�
c
n
OG
'�
�O�
> IX
0
® ?q
it =
BOG•
V J a
OF VARIES
O
OQ�v
LENGTH STRUCTURE
CL 13
O
A°S
POST CROSSSECTI
SEE POST DETAI
LENGTH OF STRUCTURE VARIES
S
S �gBp9C/
o
`F
3 112' SLAB
AOS
POST CR SS -SECTION,
SEE POST DETAIL,
uuli N w •..
y �_ o d
NOTE: EACH COMPONENT IS INTER-
A TO CONSTRAIN
SFFT SAgC
q� ,HG
z co;- w uac
CHANGEABLE WITH ANY OTHER
SFF T`rAq� 1 SCHEDULE �
USED
COMPONTENT UNLESS OTHERWISE SHOWN.
F N
A
°sT
MAY E
TO CONSTRAIN
NOTE: EACH COMPONENT IS INTER- FOOTING, SEE
SFF SOq
CHANGEABLE WITH ANY OTHER
T�<FC�G
SCHEDULE
(�
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
o
SEE SCHED. FOR FOOTING CUBE SIZE
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
a U-
N
W
TYPE "G" FREESTANDING
SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN
LATTICE STRUCTURE
N
Jsers\dell\Dowments\DURALUMVAPM001951412-13VAPMO PATIO COVER 11-15.131.dwg, 11272013 9:43:51 PM, Tabloid
UsersWeIRDocumentsSDURALUMWMO 01951412-13VAPMO PATIO COVER 11-15-13 1.dwg, 11/272013 9:48:47 PM, Tabloid
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C
TABLE - CLEAR SPAN (FT.)
20
.042
z�
3" x 8" RAFTER
10
0 w
2 X 6 1 /2 RAFTER
16"
Ir
"
DBL. 2 x 6 1 /2 RAFTER
15
--T^
go
2
25
z
a v
16"
12'-2" 12'-2" 12'-2" 12'-1" 12'-1" 12'-0"
12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2"
z
a w
16"
110 MPH 120 MPH 130 MPH
L,L =
--T--
110 MPH 120 MPH 130 MPH
L.L.=
'T"
110 MPH 120 MPH 130 MPH
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP. B EXP.0 EXP.13 EXP.0 EXP,13 EXP.0
17'-9" 17'-9" 17'-9" 17'-4" 17'-6" 16'-9"
1 T-9"17'-9"
(IN)
a
(PSF)
(IN.)
zo
(PSF)
(IN.)
0- z
O
024
16"
7^ 11'8" 11'-3"
-9" 11'-9"" 11'-9"
11'-9" 11'-9" 11'-9" 11'M14'-9"
26'-3" 26'-3" 26'-3" 25'-8" 25'-9" 24'-4"
024
1
24"
14'-2" 14'-2" 14'-1" 13'-10" 13'-10" 12'-8"
10
c -3
9'-8 9'-8- 9'-8 9'-3-
" ""
9'-8" 9'-8" 9'-8"" 9'-8"
2
19'-10" 19'-10" 19'-10" 19'-0" 19'-T 17-10°
.042
16"
16'
•032
16"
15'-0" 15'-0" 15'-0" 14'-4"110'-T
15'-0" 15'-0" 15'-0"W 16 0"
16"
25
.032
9
16"
20
24 "
10'-T 10'-T 10'-T 10'-7" 10'-7" 10'-T
10'-T 10'-T 10'-7" 10'-7" 10'-7"
24"
26'-0" 26'-3° 26'-3" 26'-3" 26'-3° 25'-7"
2
50
.042
14'-10" 14'-10" 14'-10" 14'-10" 14'-10" 13'-9"
8'-7" 8'-T 8'-T 8'-7' 8'-7°
8'-T 8'-T 8'-T 8'-7" 8'-T 8'-7"
,042
16"
19'-10" 19'-10" 19'-10" 19'-10' 19'-10" 19'-4"
10
�2
10
024
11
024
24"
21'-6' 21'-0" 21'46" 21'-0" 21'-1" 19'-10"
24"
11'-T 11'-7" 11'-7" 11'-4" 11'-4" 10'-4"
2
16'-3" 16'-3" 16'-3" 15'-10" 16'-0" 14'-T
-
10'-1" 10'-1" 10'-1" 10'
24"
9
10
10
24"
11
16"
12
24"
13
1
14
042
21'-6" 21'-6" 21'-0"
10'-1" 10'-1" 10'-1" 10'-1" 10'-1"
-
042
11'-7" 11'-7" 11'-T 11'-7" 11'-3"
-
11
11
16'-3" 16'-3" 16'-3" 16'-0'
12
13
13
21'-10' 1'-10" 21'-10° 21'-6" 21'-T 21'-0°
14
24"
18'-0' 18'-0" 18'-0" 17'-T 17'-8" 16'-10"
�20'-1"0'-1"
21'-1"
25'-3 24'-9 4'-10" 23'9"21'-10"21'-10"21'-10"
16"
'
17'-3"
16"
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHEDfa
16'
�25�'f'25'-3"
21'-10" 21'-10" 21'-10"
18'-0^ 18'-0" 18'-0" 18'-0" 18'-0" 1 T -T
17'-3"
1 T-3"
1 T-3"
�I -- 9- --^�n-�-
0.024• 6.s
0.03r
0.04r
F-2.0'�M
* 3"x8" RAFTER * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-H36 OR ALUM. ALLOY 3004.136 ALUM. ALLOY 30044i36 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.
TABLE - CLEAR SPAN (FT.)
20
.042
24"
1-r-10" 7'-10" 17'-10" 17'-T 17'-8" 17'-2"
1 T-10" 17'-10" 17'-10" 1 T-10" 17'-10" 17'-10"
10
.032
11
16"
10
.032
15
24"
18'-6" 18'-6" 18'-6" 14'-4" 14'-6" 16'-10"
14'-8" 14'-8" 14'-8" 14'-8" 14'-8' 14'-4"
2
25
.042
16"
12'-2" 12'-2" 12'-2" 12'-1" 12'-1" 12'-0"
12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2"
042
16"
21'-9" 21'-9" 21'-9" 21'-3" 21'-4" 20'-6'
21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-2"
042
1
6
6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3"
7
7
24"
12'-2" 12'-2" 12'-2" 12'-1" 12'-1" 12'-0"
12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2"
24"
17'-9" 17'-9" 17'-9" 17'-4" 17'-6" 16'-9"
1 T-9"17'-9"
2
24'
11
30
.042
16"
12'-2' 12'-2" 12'-2" 12'-1" 12'-1" 12'-0"
12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2"
6
024
16"
7^ 11'8" 11'-3"
-9" 11'-9"" 11'-9"
11'-9" 11'-9" 11'-9" 11'M14'-9"
8
024
1
24"
"
12 -2 12'-2" 12'-2" 12'-1" 12'-1" 12'-0"24"
12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2"
10
c -3
9'-8 9'-8- 9'-8 9'-3-
" ""
9'-8" 9'-8" 9'-8"" 9'-8"
2
40
.042
16"
10'-T 10'-7" 10'-T 10'-T 10'-7" 10'-7"
10'-T 10'-7" 10'-7" 10'-T 10'-7"
•032
16"
15'-0" 15'-0" 15'-0" 14'-4"110'-T
15'-0" 15'-0" 15'-0"W 16 0"
.032
25
.032
9
20
20
24 "
10'-T 10'-T 10'-T 10'-7" 10'-7" 10'-T
10'-T 10'-T 10'-7" 10'-7" 10'-7"
24"
12'-3' 12'-3" . 12'-3" 12'-1" 12'-2" 11'-9"
12'-0" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3"
2
50
.042
16"
8'-7" 8'-T 8'-T 8'-7' 8'-7°
8'-T 8'-T 8'-T 8'-7" 8'-T 8'-7"
,042
16"
18'-1" 18'-1" 18'-1" 17'-9" 17'-10" 17'-4"
18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1"
,042
1
10
2
11
12
24"
8'-8" 8'-8" 8'-8" 8'-8" 8'-8" 8'-8"
8'-8" 8'-8" 8'-8" 8'-8" 8'-8" 8'-8"
24"
14'-9" 14'-9" 14'-9" 14'-7" 14'-8" 14'-2"
14'-9" 14'-9" 14'-9" 14'-9" 14'-9"
2
0.024• 6.s
0.03r
0.04r
F-2.0'�M
* 3"x8" RAFTER * 2"x6.5" RAFTER * DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-H36 OR ALUM. ALLOY 3004.136 ALUM. ALLOY 30044i36 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.
TRIBUTARY WIDTH
TABLE - CLEAR SPAN (FT.)
O.H.
6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3"
7
8
9
10
11
16"
13
14
15
1
17
18
19
6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3"
21
0
3
4
.024
5
.024
6
6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3"
7
7
8
8
9
9
10
24'
11
1'
4
2
5
6
6
6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3"
7
8
8
9
9
8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4"
10
11
11
12
2'
5
i 6"
6
7
7
1
25
.032
9
8'-4" 8'-4" 8'-4" 8'_4" 8'-4" 8'-4"
25
.032
11
12
8'-4" 8'-4" 8'-4" 8'-4" 8'A" 8'A"
13
3-
-
7
7
8
8
24"
9
10
10
2
11
12
12
8'�" 8'-4" 8'=4" 8'-4" 8'-4" 8'�"
13
14
4'
-
-
10'-1" 10'-1" 10'-1" 10'
9
9
10
10
11
11
16"
12
13
13
1
14
042
5'
10'-1" 10'-1" 10'-1" 10'-1" 10'-1"
-
042
-
-
11
11
12
12
13
13
14
14
24"
�0,
�20'-1"0'-1"
21'-1"
21'-1"
'
17'-3"
1 T-3" .
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHEDfa
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
sers1deMDoaimerlslDURALUMNAPMO 0195\9-12-13VAPMO PATIO COVER 1.1-15-131.dwg, 11/27/2013 9{50:53 PM, Tabloid
6"
6"
6"
20'-8"
20'-8"
20'-8"
20'-3"
20'-4°
19'-6"
4 "
20'-8"
20'-8"
20'-8"
20'-8"
20'-8"
20'-2'
30'-8"
30'-8'
30'-8"
9'-10"
30'-1"
28'-9"
6"
30'-8"
30'-8"
30'-8"
30'-8"
30'-8"
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'-T
16'-3"
16'-4"
5'-10"
6"
16'-T
16'-T
16 J-
16'-7"
16'-T
16'-T
13'-7"
13'-T
13'-7"
13'-4"
13'-4"
13'-0"
4"
13'-T
13'-T
13'-7"
13'-7"
13'-T
13'-7
1"
21'-1"
21'-1"
20'-9"
0'-10"
20'-2"
6"
21'-1"
21'-1"
21'-1"
1r-3"
17'-3"
1 T-3" .
17'-0"
17'-1"
16'-6"
4"
-3"
17'-3"
1 T-3"
1 T-3"
17'-3'
25'-6"
25'-6"
25'-6"
25'-1"
25'-2"
24'-4
25'-6"
25'-6"
25'-6"
25'-6"
25'-6"
25'-6"
20'-10"
0'-10"
0'-10"
20'-0"
20'-7"
4"
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'-3"
9'-0"
9'-3"
9'-3"
9'-3"
9'-3"
9'-3"
4"
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'-8"
11'-8"
11'-8
11'-8"
11'-8"
11'-8"
4"
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
14'-1"
14'-1"
14'-1"
14'-1"
14'-1"
14'-0-
14'-2"
14'-2"
14'-2"
14'-2"
14'-1"
14'-1"
13'-10"
4"
14'-2"
P 14'-2"
14'-2"
14'-1"
14'-1"
13'-10"
PROJECTION
SPAN
O.H.
I _
i II WIDTH
TRIBUTARY= h
2 SPAN + O.H. i 1
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
SPLICE
WHERE
0.075• yl II
4
T,'P•
A MAG BEAM
ALUM. ALLOY
6063-T6
6.5" ROLLFORM
BGUTTER FASCIA
ALUM. ALLOY
3004-H36
(DPBL2"
x6.5"x0.032"
ALUM. ALLOY 3004-1436
OR EQUAL .
T=12 OR
14 GA.
ASTM
GRADE 50
8
.04r
TYP.
seiside]PDoc ueerrtslDURALUMUAPMO 019519.12-13UAPMO PATIO COVER 11-15.131.dwg, 1127/2013 957:11 PM. Tat
SPLICE
WHERE
0.07('
TYP.
4" I -BEAM
VALUM. ALLOY
6063-T6
J 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
.03r
ALUM.
MAX.
HT.=10'
4.5" MAG GUTTER
D ALUM. ALLOY
6063-T6
K DBL. 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-1436
OR EQUAL
3" SQ. STEEL BEAM
E
ASTM A653 GRADE 40
�4
3"x8"xO.042" BEAM
L W/ 14 GA. STL. INSERT
ASTM GRADE 50
3"x8"x0.042" BEAM
(�h-_A�W/ 12 GA. STL. INSERT
ASTM GRADE 50
COLUMN / POST TYPES
�{ 1.00' I �—
I I ss
.040' ALUM.
.oaa- STEEL
3.0'
-----3.0•-� �n� 3" SQ. ALUM. POST
3" SQ. ALUM POST ALUM. ALLOY 3004-H36
B ALUM. ALLOY 3004-H36F 3" SQ. STEEL POST
ASTM A500 GRB (Fy-46ksi)
0.024'
=3"SQ.xt=0.188"
0.032'
=3"SQ.xt=0.250"
0.04r
=3"SQ.xt=0.313"
PLASTIC
DBL. 3"x8"x0.042" BEAM '
PLUGS
W/ DBL. 14 GA. STL. INSERT
�ALUM. ALLOY 3004-1436
OR EQUAL
107E=
DBL. 3"x8"xO.042" BEAM
ACH HEADER BEAM TOP AND
tOTTOM FLANGES SHALL BE CUT AT
W/ DBL. 12 GA. STL. INSERT
ACH INTERIOR COLUMN WHERE 3
ALUM. ALLOY 3004-H36
)R MORE COLUMS OCCUR. DO NOT
OR EQUAL
:UT FLANGES AT END COLUMNS.
seiside]PDoc ueerrtslDURALUMUAPMO 019519.12-13UAPMO PATIO COVER 11-15.131.dwg, 1127/2013 957:11 PM. Tat
SPLICE
WHERE
0.07('
TYP.
4" I -BEAM
VALUM. ALLOY
6063-T6
J 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-H36
OR EQUAL
.03r
ALUM.
MAX.
HT.=10'
4.5" MAG GUTTER
D ALUM. ALLOY
6063-T6
K DBL. 3"x8"x0.042" BEAM
ALUM. ALLOY 3004-1436
OR EQUAL
3" SQ. STEEL BEAM
E
ASTM A653 GRADE 40
�4
3"x8"xO.042" BEAM
L W/ 14 GA. STL. INSERT
ASTM GRADE 50
3"x8"x0.042" BEAM
(�h-_A�W/ 12 GA. STL. INSERT
ASTM GRADE 50
COLUMN / POST TYPES
�{ 1.00' I �—
I I ss
.040' ALUM.
.oaa- STEEL
3.0'
-----3.0•-� �n� 3" SQ. ALUM. POST
3" SQ. ALUM POST ALUM. ALLOY 3004-H36
B ALUM. ALLOY 3004-H36F 3" SQ. STEEL POST
ASTM A500 GRB (Fy-46ksi)
0.024'
=3"SQ.xt=0.188"
0.032'
=3"SQ.xt=0.250"
0.04r
=3"SQ.xt=0.313"
PLASTIC
=4"SQ.xt=0.188"
PLUGS
=4"SQ.xt=0.250"
#10 SMS
aQ 24' 0.4
EA SIDE
3" SQ. ALUM. POST
DWITH SIDEPLATES
ALUM. ALLOY 3004-H36
OR EQUAL
0.075'
TYP. 3.101
E MAG POST
ALUM. ALLOY
6063-T6
' SPLICE T=0.125'
WHERE ALUM.
OCCURS ALLOY
6063-T6
7
0.110'
TYP.
0.375'
F 7" I -BEAM
ALUM. ALLOY 6063-T6
G W/ 1 "C" INSERT
ALUM. ALLOY 6063-T6
HW/ 2 "C" INSERTS
ALUM. ALLOY 6063-T6
SQ. STEEL POST
ASTM A500 GRADE B
=3"SQ.xt=0.188"
=3"SQ.xt=0.250"
IH
=3"SQ.xt=0.313"
=4"SQ.xt=0.188"
=4"SQ.xt=0.250"
SQ. STEEL POST
ASTM A500 GRADE B
.Users\delMowments\DURALUM\IAPMO 019519-12-13\IAPMO PATIO COYER 11-15-131.dwg, 11272013 952•.38 PM, Tabloid
A34 FRAMING ANGLE
SEE TABLE 2
FASTENERS, SEE TABLE 2 —
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET
ALUM. PANEL 2X OR J
3x ALUM. RAFTER
FASCIA BOARD—
ALLOWABLE PROJ.
SEE TABLE 1
TABLE 1
EXISTING SAVE CONNECTION DETAILS
NOTE:
3/16' STEEL BRACKET CAN BE LOCATED
WHERE PROPOSED - 8" 0 1/4'0 HOLES,TYP. ANYWHERE ON EAVE.
PROJECTION EXCEEDS 16', 0
ADD A34 FRAMING ANGLE EA. , NOTE: PROVIDE WATER
TYP• BRACKET PROTECTION, METAL FLASHING
SIDE OF RAFTER (2 PER 8 G AT EVERY 2x CAUCK JOINTS AND SLOPE
RAFTER TO (E) BLK'G) p TO DRAIN
EXISTING EAVE ALLOWABLE PROJ.
F(3)-#
VERHANG SEE TABLE 1
7112r�
2x8 OR 2x8 LEDGER
EXIST. EAVES,
RAFTER,
24' O.C. MAX (3}#14x1 314"OSTING EA NOTE:
)VERHANG 1. EXISTING ROOF OVERHANG DESIGN NOTE: PLACNOTE: BRACKET
(24' MAX) LOADS: RDL = 3 psf (MIN) TO 8 psf (MAX) SIMILAR MATERIAL BETWEEN MAY BE MOUNTED
RLL = 20, 25, 30, 40, & 50 psf BRACKET AND COMP. BELOW RAFTER W/
2. EXISTING RAFTER ALLOWABLE SHINGLE ROOFING TO SAME CONNECTION'S.
BENDING STRESS IS 900 psi. PROVIDE SEAL
:USersWeINDocumentslDURALUMVAPMO 01 9519-12-1311APMO PATIO COVER 11-15-131.dwg,1127201310:00:33 PM, Tabloid
TABLE 2 -
EXISTING
MAXIMUM
PROJECTION
COVER
MASONRY WALL (SOLID GROUTED CELL
- L.L.
2X WOOD FASCIA
FRAMING MEMBER
FASTENERS OCCURS) OR CONCRETE WALL
%' 0 LAG SCREW W/ %" 0 WASHER AT EA
(1) %' 0 LAG SCREW W/ 5'' 0
%"0 x 1 Ye POWERS WEDGE BOLT -
WIND
SPEED
(MPH)
AND
EXPOSURE
2'. MIN. INTO EXISTING STUD). -
10
COVER
AT ROOF
110, 131110,
C
120, B
120, C
130, B
130, C
EXISTING FASCIA TO EXISTING RAFTER
L.L.
OVERHANG
(2 PER FASCIA TO RAFTER CONNECTION).
2" x 4" FULL
19'-7"
19'-7"
19'-7"
1 T-2"
17'-0"
14'-1"
2" x 6" NOTCHED
26-0"
26-0"
26'-0"
25'-7"
26-4"
21'-2"
FRAMING ANCHOR EACH SIDE OF
-lo
2"x6" FULL OR
2"x8" NOTCHED
2V -W
26-0"
26-0"
26-0"
2V -W
26-0"
%'0 LAG SCREW W/ WO WASHER AT EA
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26-0"
26'-0"
SCREW 2' MIN. INTO END OF EXISTING
2- MIN. INTO EXISTING STUD).
2" x 4" FULL
13'-7"
13'-7"
13'-7"
12'-10"
13'-1"
12'-2"
2" x 6" NOTCHED
20'-4"
20'-4"
20'-4"
19'14"
19'-7"
18'-4"
%"0 LAG SCREW W/ Ya' 0 WASHER AT EA.
(1) % 0 LAG SCREW W/ 9'e 0
20
2"x6" FULL OR .
2"x8" NOTCHED
26-0"
26-0"
26'-0"
26'-0"
26-0"
26-0"
30
RAFTER TAIL INSTALL SIMPSON A34
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26-0"
26'-0"
26'-0"
26'-0"
EXISTING FASCIA TO EXISTING RAFTER
2" x 4" FULL
13'-7"
13'-7"
13'-7"
12'-10"
13'-1"
12'-2"
%* 0 x 1 Ys" POWERS WEDGE BOLT -
RAFTER (24" O.C. MAX) EMBED LAG
2" x 6" NOTCHED
20'14"
20'13"
20'-4"
19'-4"
19'-7"
18'-4"
RAFTER TAIL INSTALL SIMPSON A34
STUD).
25
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26-0"
26'-0"
26'-0"
(2 PER FASCIA TO RAFTER CONNECTION).
2"x8" FULL OR
2"x10" NOTCHED
26-0"
26-0"
26'-0"
26'-0"
26'-0"
26'-0"
RAFTER (24' O.C. MAX) EMBED LAG
W/ % 0 WASHER, 2' APART,
STAINLESS STEEL AT 8- O.C.
2" x 4" FULL
9'-9"
9'-9"
9'-9"
9'-6"
9'-7"
-
2" x 6" NOTCHED
15'-0"
15'-0"
15'-0"
14'-7"
14'-8"
14'-0"
(2 PER FASCIA TO RAFTER CONNECTION).
302"x6"
FULL OR
2"x8" NOTCHED
23-4 "
23-4"
i'' , "
23-44%
22'-9"23
-0 "
21-10 "
2"x8" FULL ORbe
2"x10" NOTCHED
26-0"
26'-0"
26'-0"
10b,
26'-0"
26'-0"
26'-0"
2"x4"FULL
--
2" x 6" NOTCHED
11'-0"
11'-0"
11'-0"
11'-0"
11'-0"
1v-0-
2"x6" FULL OR
2"x8" NOTCHED
1T-6"
1 T-6"
i 1 T-6"
-
1 T-6"
1r-6"
1T-6"
40
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26-0"
26'-0"
26'-0"
26-0"
26'-0"
2" x 4" FULL
-
-
-
-
-
-
2" x 6" NOTCHED
-
-
-
-
-
-
50
2"x6" FULL OR
2"x8" NOTCHED
13'-9"
13'-9"
13'-9"
13'-9"
13'-9"
13'-9"
2"x8" FULL OR
2"x10" NOTCHED
23'-2"
23'-2"
23'-2"
23'-2"
23'-2"
23'-2"
:USersWeINDocumentslDURALUMVAPMO 01 9519-12-1311APMO PATIO COVER 11-15-131.dwg,1127201310:00:33 PM, Tabloid
TABLE 2 -
HANGER TO FASCIA OR EXTERIOR WALL OF
EXISTING STRUCTURE
COVER
MASONRY WALL (SOLID GROUTED CELL
- L.L.
2X WOOD FASCIA
WOOD STUDS, 16O.C.
"
FASTENERS OCCURS) OR CONCRETE WALL
%' 0 LAG SCREW W/ %" 0 WASHER AT EA
(1) %' 0 LAG SCREW W/ 5'' 0
%"0 x 1 Ye POWERS WEDGE BOLT -
RAFTER (24' O.C. MAX.) EMBED LAG
WASHER (EMBED LAG SCREW
STAINLESS STEEL AT 16' O.C.
SCREW 2' MIN. INTO END OF EXISTING
2'. MIN. INTO EXISTING STUD). -
10
RAFTER TAIL INSTALL SIMPSON A34
FRAMING ANCHOR EACH SIDE OF
EXISTING FASCIA TO EXISTING RAFTER
(2 PER FASCIA TO RAFTER CONNECTION).
YC 0 LAG SCREW W/ %'0 WASHER AT EA.
(1) Y''0 LAG SCREW W/ 3'e 0
V 0 x 1 V POWERS WEDGE BOLT -'
RAFTER (24' O.C. MAX.) EMBED LAG
WASHER (EMBED LAG SCREW
STAINLESS STEEL AT 16' O.C.
•20
SCREW 2' MIN. INTO END OF EXISTING
2- MIN. INTO EXISTING STUD).
RAFTER TAIL INSTALL SIMPSON A34
FRAMING ANCHOR EACH SIDE OF
EXISTING FASCIA TO EXISTING RAFTER
(2 PER FASCIA TO RAFTER CONNECTION).
%'0 LAG SCREW W/ WO WASHER AT EA
(1) Y,' 0 LAG SCREW W/ Ye 0
3/e' 0 x 1 Ye POWERS WEDGE BOLT -
RAFTER (24' O.C. MAX.) EMBED LAG
WASHER (EMBED LAG SCREW
STAINLESS STEEL AT 12' O.C.
SCREW 2' MIN. INTO END OF EXISTING
2- MIN. INTO EXISTING STUD).
25
RAFTER TAIL INSTALL SIMPSON A34
FRAMING ANCHOR EACH SIDE OF
EXISTING FASCIA TO EXISTING RAFTER
(2 PER FASCIA TO RAFTER CONNECTION).
%"0 LAG SCREW W/ Ya' 0 WASHER AT EA.
(1) % 0 LAG SCREW W/ 9'e 0
' 0 x 1 )6' POWERS WEDGE BOLT -
RAFTER (24' O.C. MAX) EMBED LAG
WASHER (EMBED LAG SCREW
STAINLESS STEEL AT 12" O.C.
SCREW 2' MIN. INTO END OF EXISTING
2- MIN. INTO EXISTING STUD).
30
RAFTER TAIL INSTALL SIMPSON A34
FRAMING ANCHOR EACH SIDE OF
EXISTING FASCIA TO EXISTING RAFTER
(2 PER FASCIA TO RAFTER CONNECTION).
)'e 0 LAG SCREW W/ %" 0 WASHER AT EA.
(2) ' 0 LAG SCREWS, EACH
%* 0 x 1 Ys" POWERS WEDGE BOLT -
RAFTER (24" O.C. MAX) EMBED LAG
W/ % 0 WASHER, Y APART,
STAINLESS STEEL AT 8.O.C.
SCREW 2' MIN. INTO END OF EXISTING
(EMBED 2- MIN. INTO EXISTING
.40
RAFTER TAIL INSTALL SIMPSON A34
STUD).
FRAMING ANCHOR EACH SIDE OF
EXISTING FASCIA TO EXISTING RAFTER
(2 PER FASCIA TO RAFTER CONNECTION).
0 LAG SCREW W/ % 0 WASHER AT EA.
(2) %" 0 LAG SCREWS, EACH
WO x 1 Y' POWERS WEDGE BOLT -
RAFTER (24' O.C. MAX) EMBED LAG
W/ % 0 WASHER, 2' APART,
STAINLESS STEEL AT 8- O.C.
SCREW 2' MIN. INTO END OF EXISTING
(EMBED 2- MIN. INTO EXISTING
50
RAFTER TAIL INSTALL SIMPSON A34
STUD).
FRAMING ANCHOR EACH SIDE OF
EXISTING FASCIA TO EXISTING RAFTER
(2 PER FASCIA TO RAFTER CONNECTION).
HANGER CHANNELS AND MOUNTING BRACKETS
,
#14 SDS
T=.060" TYP ---1
Z
-}�- 2.740" @ 8" O.C.
a
W
1.50'
I
WALL FASTENERS 300' .078
SEE TABLE
Z
? w N
T=.U60" �,,�
SHEETS
ui
ALUM. 3004-H36
0fi
WALL FASTENERS o
25* 6 0
3'
a
1 •
.010'x90" 202"
SEE TABLE 2 -
#1a SMS @ PANEL
6'
o m
t= 0.04"
(2) DIA
SHEET 8
LOCKS OR #8 SMS
.0
o
AT EA CONTACT
5'
z Z
.563' 281'
N pi
SEE PAGE FOR
.20 /
3•
°
z c
APPROVED ROOF PANEL O
O
CONTINUOUS A RAIL
ROOF PANEL (WHERE OCCURS)
w o
a
WALL
ri FASTENERS
F
112�coi
$d o 0
SEE TABLE 2
v a v
SHEET 8
06
(2) #14 SDS
#14 SMS @ EA- CONTACT
ALs0M63�TSOY
g z
o �a
1.75
1.880" @ EACH PANEL,
F La
ALUM.ALLOY
ALUM.ALLOY 6" FROM PANEL
ALUM. ALLOYLa
6063-T6
6063-T6 EDGE
6063-T6
0
U
OA tROLL
OB EXTRUDED
O I.R. HANGER
WALL CONNECTION 1O
"H" BRACKET
U.
HANGER--J
HANGER
", _ .
as
10# L.L.=(2)#14 SMS EA. SIDE
1 1/2" 20#/3 (2)#14 SMS EA. SIDE
/BEAM SPLICE TO.
$
U-BRACKET
1/ OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
(4) %-0 LAG SCREWSI
POST. NOT PERMITTED PLUG WHERE
N
#14 SDS,
3/4" OR 1 1/2"
6 SCREWS @ 2-POST UNITS SCREW IS INSIDE
"
a
3 PER SIDE
PER SIDE I
5" #14 SMS MAY
1"BEUSEAS
I 2"x61/2"OR
0 „I
5" MIN. 3" x 8" ALUM.
3.5" 3.5' ALTERNATE TO
US °_
RAFTER
1/4"0 BOLTS
3"
3.5' 3.5"
_
3/4" OR 1 1/2'
8" BEAM
X4
-------------
5v
W
a OR �ti
a•eim
3"
EXISTING WOOD STUD FRAMING
SEE NOTES
> 0 z
_
BELOW 6 1/2" SIDEPLATE EA.
° = a y
�SIDE
SEE POST SCHED.WE
2 EACH 114"0 x 3-12' LAG SCREWS L.L=10 psf
#14 SMS EA- SIDE
"'
x8"ALUM. 3"x8"ALUM.
2 EACH nib"0 x 3-1/2' LAG SCREWS L.L. 20 AND 30 psf
TOP, MID HEIGHT
RAFTER HEADER
(2" MIN. PENETRATION INTO EXISTING
AND BOTTOM. 3SQ. POST BETWEEN SIDE PLATES
BRACKET
WOOD STUD)
BEAM TO POST CONNECTION 21
NOTE USE LEDGER WHERE RAFTER SPACING
E
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
EXCEEDS EXISTING STUD SPACING
POST SCHEDULE
m E
THREADED PORTION OF SHANK. COMPLETE
m >°
SEE FOR ATTACHMENT
e
PENETRATION INTO EXISTING CORNER STUD.
-- - --- — -
14
- - -- - - - - - - - --
3" SQ. x .032" + (2}2" x 6 1/2" x 0.032" 3" SQ. x .032" + (2}2" x 61/2" x 0.042"
-
Efl W/ (6}#14 S:M:S. EACH SIDE. W/ #14 S.M:S: EACH SIDE-
LL 1 j
° --
mvZ$
HEADER BRACKET 2
RAFTER TO WALL CONNECTION 3
USE ON CONC. SLAB ONLY USE ON CONE. SLAB OR FOOTING.
a W m
F-U0o
1 112' OR 2'LATTICE #8 S.M.S.
0: a
#8 S.M.S. EACH SIDE
ALTERNATE 12' DOUBLE RAFTER-
BOLT CONNECTION PLAN 2 LATTICE 1 1/2" OR 2"
EXISTING
SHEATHING 2*x6Y2"x0.024"
DBL. 3X8"X.042 BEAM
>
ui
O z
ALUMINUM MEMBER WITH
OR DBL. 2"X6.5'X 032" BEAM
U a
O ;a
ALTERNATE:
J WOOD FILL OR
S.M.S. EACH
AFTER TO COL
J
¢ 2"x6' NOMINAL LEDGER
w
ONNECT. (8-TOT.)
2'x6.5" OR 3"x8' RAFTER
H (NEW OR EXISTING)
rn
o
I
ALTERNATE:12'BOLT
w
o o
I o
1•
w m
zo
4.57'0 c ALTERNATE:
�. (2) SIMPSON SDS25600
m :�
. 5;i
0 m
1• (2} #14 S.M.S. EACH RAFTER
T';
5
m ub
TO COLUMN CONNECTION
5/8" 0 ACCESS HOLES
F o
o (4-TOTAL)
INSTALL 6 - #14 X3/4
0 rn w
_ _ _
x .OST (247 ALTERNATE:
INSERT ATTACHED OR (2}2x6.5' OR _ ALTERNATE:
_ _ _
a - — -
- LONG SDS'@ EACH_
3' SQ. POST HEADER TO COLUMN
3'x 3'STLPOST COLUMN (2}35c8'HEADER (2} 2X6.5" OR 2}3'X8' HEADER
FOR FREESTANDING (
EXISTING
(12 FASTENERS PER
C
(2}72-BOLT ALTERNATE:
1' STUCCO OR EQUAL
CONNECTION)
LL
3"x3"4.024' (1) - 12' BOLT OR
2.5" PENS. INTO EACH WOOD STUD
o
°
2'k 6.5' SIDEPLATE CONNECTOR (2} #14 S.M.S. EACH RAFTER
EXIST. STUCCO / LEDGER
DOUBLE HEADER TO
ui
DBL. RAFTER / DBL. HEADER CONN. 4O STUB COLUMN TO DOUBLE HEADER CONN. O
ATTACHMENT DETAIL O6
COLUMN DETAIL O7
1sersWe]KDocumems\DURALUMIIAPMO 0195\9 12-13UAPMO PATIO COVER 11-15-131.dwg,11/2712013 10:1427 PM. Tabloid
I Users\ddlKDocuments\DURALUMUAPMO 01
COLUMN/ POST SURFACE MOUNT AND FOO
T BRACKET
@
3 -SQ. POST W/
2 SMS EA_
3"SQ. POST (SIDE 1 OF POST R
1/4" M.B. THROUGH
' POST -
(2}1/4"0 POWERS WEDGE -
BOLTS+, OR EQUAL, EACH
BRACKET TO SLAB.
MINIMUM DISTANCE TO
EDGE OF SLAB = 4" OR
TO CRACK =10"
(1 3/4 MIN. EMBEDMENT)
SLAB SHALL BE IN
GOOD CONDITION
3 1/2" MIN.
EXISTING SLAB
ALUM. ALLOY
6063-T6
Eo
3.00" OR
2.40"
_101 1.375"
101
INSTALL 1Y2" x 1Y" x YB" HDG
WASHER PLATE AT ANCHORS
FOR 130 MPH
75"
/1.60"
.090" TYP.
ALUM "T" BRACKET
7/16"0 HOI
FOR 3/8" h
ASTM GRADE 36 STEEL
INSTALL 1Y2" x 1Y2" x Y" HDG
WASHER PLATE AT ANCHORS
.157'
TYP_
USE FOR 3" OR 4"
STEEL POSTS
q 2- 5/16"0
3' SQ. POST
SEE NOTES BELOW
G EMBEDMENT DETAILS / MIN: NUMBER OF REQ. COLUMNS
ALUM.wrBRACKET USE WITH
POST TYPE B,C,D, OR E.
STEEL'rBRACKET.USE WITH
POST TYPE B,C,D,E,F,G,H,J OR K
ALUM.-MRACKET:
USE (23/8"0 HILTI
KWIK BOLTS OR EQUAL
STEEL.-rBRACKET:.
USE (2)-3/8'0 HILTI KWIK
BOLTS OR EQUAL 1
2 %' EMBEDMENT DEPTH
FOR KWIK BOLTS)
POURED CONCRETE
FOOTING SEE NOTE
FOR SIZE
SEE FOOTING
SCHEDULE. QU
IN BEAM SPAN TABLE
O3" SQ. POSTS TO CONC. FOOTING
NOTES:
1. DO NOT USE ALUM. "T"
BRACKET WITH 3X8 BEAM
W/INSERT, MAG BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE.
TXY"X5Yz"AT
STEEL -r BRACKET.
3. POST TYPE F
DO NOT USE STEEL "T"
BRACKET Wrr 1 -BEAM.
STEEL "T" BRACKET
g, 11/27/201310:18:18 PM. 11 x 17
Lc
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
(j 1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
STEEL POST ONLY:
USE POST TYPE
F, G, H,JORK
1/2 DEPTH OF
I
2"X6.5"X0.032" SIDE PLATES
FOOTING OR
I
130 MPH
12" MIN. EMBD.
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
5'
133
U.
2
2
J ~
UJ z
3
•'
••
w o
D(1}1/2"OM.B.
"• '• •
1=- U
_ LONG, 1
�:;•
'••',
W co i¢
FROM END
2
p m
OF POST
4
z
POURED
8'.
SQUARE, SEE FTG.
CONCRETE
3
SCHEDULE IN BEAM
FOOTING
5
SPAN TABLE
POST EMBED.
O9SQUARE
INTO FOOTING
4
MINIMUM NUMBER OF REQUIRED
COLUMNS FOR ATTACHED COVERS
>:
m
I-
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
7'
2
3
3
4
3
4
8'.
3
3
3
4
4
5
9'
3 r
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
6
6
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'I
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 j
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
13'
3
4
4
5
5
6
NOTE: I. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES
2. SEE SHEET FOR ALTERNATE LATERAL BRACING
SYSTEM FOR ATTACHED COVERS.
(3)-5/8"0 BOLTS
FOR POST TYPE J & K
(2)-1/2"0 BOLTS
FOR ALL OTHER
CONDITIONS
A572 STEEL
3/16" V
3" SQ. POST (STL.) —
OR FLUTED
OR 4" SQ. POST (STL.)
INSERT
PL.5/8'TH K.-
1 1/2"
16" INSERT
tx 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
SQ. 18" DEEP
' CUBE FTG
FOOTING SIZE
SINGLE POSTS
EMBED.
18"
18' SQ.
12"
BOLTS
23'&24"CUBED
,
(2)1rr'0
31/4"
20" 21" SO. 12'
22"
25' SQ.
16"
25' - 30' CUBED
(4) -IM -0
3114"
24' 28" SQ. 20"
26'
32' SQ.
23'
31" - 34' CUBED
(4)-518'0
4'
28"
35" SO.
25"
35"- 39" CUBED
(4)3/4'0
43/4"
30" 39" SQ. 28'
3r
43" SO.
W.
40" - 4r CUBED
(4)3!4.0
4 314"
34'
47' SQ.
32"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -19170R EQUAL
_
36' 51' SQ.
38" 55" SO. 37'
40' 60' SQ. 39"
42" 64" SQ. 41"
44" 69" SQ. 43'
• CUBE FOOTING W/4" SLAB
NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTAC
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"x0.042" SIDE PLATES.
SEE eB AND e
7 7
COLUMN 2 : PER SPAN TABLES
MINIMUM NUMBER OF REQUIRED
COLUMNS FOR ATTACHED COVERS
Q
'm
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
4
3
4
8'
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
6
6-
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•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
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
3
4
4
5
4
5
m12'
13'
3
4 1
4
5
5
6
NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET T. SEE SHEET 7 FOR POST TYPES.
!sers1de111Documents\DURALUMUAPMO 01951312-1311APMO PATIO COVER 11-15-13 2.dwg,112&M13 4:12:18 AM, 11 x 17
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4 MIN. PER EACH JOINT
ALUMINUM.9
TOP 8 BOTT. 0.024'
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P
FORM CORE
JsersWell\Documents\DURALUMWMO 019519 -
ATTACHED S FREESTANDING SOLID COVERS -10# LIVE LOAD - 110,120,130 MPH - EXP. B & C
3"x8"x0.042" BEAM
3"x8"x0.042" BEAM
DBL. 3"x8"x0.042" BEAM
DBL. 3"x8"x0.042" BEAM
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1 W/ 14 GA. STL. INSERT
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6'-10" 22
6'-7" 30
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6'-1" 31
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TYP.
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ATTACHED SOLID
FREESTANDING SOLID
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0 wz
N.
MAX.POST FTG.
SPACING
MIN.
POST
MAX -POST FfG MIN.
SPACING POST
3.0'
2.876 3.0' 3.0'
MAX.COL
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3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM
a
9'-9" 19
9'-7" 29 G
L W/ 14 GA. STL. INSERT N W/ DBL. 14 GA. STL. INSERT
13'-7"
5'
9'-4" 21
B
8'-10" 30 H
5,
ASTM GRADE 50 ALUM. ALLOY 3004 H36
OR EQUAL
O
11 "
6'.
8'-10" 19
8'-T 22
B
8'-9" 28
8'-2" 30 G
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6
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3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM
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8'-3' 20
8'-2" 29
W/ 12 GA. STL. INSERT W/ DBL. 12 A. STL. INSERT
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8'-0" 22
B
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T-9" 20
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7•-8" 29 Gul
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ASTM GRADE 50 ALUM OR -EQUAL
- - - -
o
7`-6" 23
C
7'-1" 29
J
7'-7"
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C
7'-2" 30 G
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NOTE:
J
7'-1" 23
6'-8" 30 H
S
FOOTING SHOWN REPRESENTS LENGTH OF FOOTNOTE: "SAMPLE"
,� p
6'-9"
,
10
7'-0" 21
C
6'-10" 3H31
,
10
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
FIGURE INDICATES
WHERE SLAB OCCURS, CUBED FOOTING SIZE * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL EXPOSURE Bfa
O
"
6'-8 23
6'-4 "H
0 r
w
V-8- 21
6'-7" 30 H
MAYBE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN FIGURE INDICATES
N
6 -2 "
11
6'-4' 24
C
6'-1" 32 1
11
W
SEE ALTERNATE FOOTING TABLES THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN EXPOSURE C
=
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(j -4" 22
C
6 -3" 31 H
SHT. 10 FOR ATTACHED COVERS FOR THE SELECTED BEAM. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
5,_8w
12'
6'-2" 24
E
5'-10 33 J
12
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serslde[KDocumems\DURALUMUAPMO 019519-12-13WMO PATIO COVER 11-15131 reeover.dwg, 11/27/201311:14:39 PM, 11 x 17