14-0312 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
147.00._000312
Property Address:
$1856 USTIC CANYON DR
APN:
764-280-999-74 -300237-
Application description:
PATIO COVER - RESIDENTIAL
Property Zoning:
MEDIUM HIGH DENSITY RES
.Application valuation:
2.766
Applican
Architect or Engineer:
r -
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: B; - License No.: 770843
r OWNER-BUI ER DECLARATION
I hereby. affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a -signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_) 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon; and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_ 1 I am exempt under Sec. , B.&P.C. for this reason '
Date:
I
Owner:
I - CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPERMIT
Owner:
PAUL ED & IRIS
81856 RUSTIC CANYON
LA QUINTA, CA 92253
Contractor:
LIFETIME PATIOS
PO BOX 5806
LA QUINTA, CA 9225
(760)610-5380
Lic. No.: 770843
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
HAR .2
3 Ql`6, ()
Date: 3/25/-14
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
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 MID CENTURY Policy Number A09461818
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor Code, I shall forthwith comply with those provisions.
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL -PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS 1$100,0001. 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 sefforth 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 foranyact or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this cou ty to nter upon the above-mentioned.property for inspection purposes.
-.Date: Signature (Applicantor Agent):— i
r
Application Number . . . . 14-0000031.2
Permit . ... PATIO COVER 2013
Additional desc .
Permit Fee 95.81 Plan Check Fee
.00
Issue Date Valuation . . .
. 2766
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
WEATHERWOOD OPEN LATTICE SHADE STRUCTURE
TOTAL OF 208 SQ FEET PER APPROVED PLANS
& 2012 CBC, 2012 IRC, & 2013 CB& RC.
-------------------------------- -
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
. x
-
' LQPEIN11T
..
Bin #
City of La' Quinta
. Building & Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
�I 1
t{ !'
Project Address: - V W
Owner's Name:•
A. P. Number:
Address: -
City, ST, Zip:
Legal Description:
Contractor:/- /FE%/ME /,q Flo S
Telephone:
a
Address: PU ��X �g0/�
Project Description: G1
City, ST, Zip: L-A 1?(]%/U%/•� eA
Telephone: 760 " %7,,-)G- /
/QLd
State Lic. #:
City Lic.
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
Construction Type: Occupancy:
State Lic. #:
Project type (circle one): New Add'a Alter Repair Demo
Name of Contact Person: '/��
Sq. Ft •
#Stories:
#Units:
Telephone # of Contact Person:
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 Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan CheckBalance
Energy 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 correctionsrssue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
I'
L
Trilogy
March 20, 2014
Edward Paull
his Paull
81856 Rustic Canyon Dr
La Quinta, CA 92253-7984
Property: 81856 Rustic Canyon Dr
Account: 015000020952
CONDITIONAL APPROVAL
Dear Mr. and Mrs. Paull:
We are pleased to inform you that your plans for installation of an attached patio cover in the patio .
received on. 03/19/2014, 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
ensure 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.
Sine ly,
For D ign iew Committee
B Stere CCAM, LMCA, AMS
General Ma ager
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, IaQuinta, CA 92253-7717
1 Phone: 760-777-6059 Fax: (760) 777-1620
www.actionlife.com
TRILOGY AT LA QUINTA H.O.:
Conditions
of Approval
Your plans have k -en approved, provided that you meet the items checked below and all. work is consistenl. witli tilt
Design Guidelines.
CONDITIONS OF APPROVAL
Date Reviewed:
<3 4
Property Address:
IJ
2
The color of the patio cover matches the home's stucco, accent, fascia or white.
Conditions
of Approval
Your plans have k -en approved, provided that you meet the items checked below and all. work is consistenl. witli tilt
Design Guidelines.
/
1
The patio cover material must be Alumna wood or other similar wood like construction. Rooting materials sliall
match the roof material of the dwelling or be open wood lattice
IJ
2
The color of the patio cover matches the home's stucco, accent, fascia or white.
J
3
Any patio cover or awning to be iiistalled and attached to the home must be installed in such a nhmuher that it
does not compromise die integrity of the water permeability of die home.
4
Due to die patio covers size it must be constructed with variable heights or must be constructed In two sections
with a separation in between
5
The size of the patio cover is lihhited to the size of the proposed patio stab.
6
The proposed retractable awning may not be a striped awning. It must be a neutral color that: blends "411 the
home. Please submit a sample of the fabric..
7
Obtain services of a state licensed professional for consultation.
8
Obtain necessary building permits from the city of La Quinta, meeting setback requirements per city code and
maintain the existing drainage.
9
Maintain positive drainage in accordance with die Trilogy Design Guidelines (Section 3.8).
10
Tlie screen door must be the color of die house stucco or be black.
11
It underground dralnage is nista ec , the drain needs to terminate ill tile grass swa a mid be flush w-07 Tie to an
capped with a pop -up dr1lin cover.
12
Pool, spa, ountail, and air conditioning equipment set backs must comply with GLY of La Quinta codes. All
equipment shall be located, screened, or recessed in a mmuher so as to not be viewable from any lot or street and
the noise from die equipment attenuated t'or the adjacent property owners. Pool set backs are (i" for hardscape
and 18" [or water line.
13
IThe color of the proposed concrete is natural or a neutral tone.
14
Rem- yard may not exceed 70% hardscape and must have a minimum of 30% softscape, measured from die rear
building face of wall to die side property lines.
15
Proposed planting meets with the Trilogy Rear Yard Minimum Planting Requirements standards mid all plants
are included oil die Revised Approved Plant List contained i i the Design Guidelines.
16
The proposed wall or iron work to match the existing developer retaining wall in material, style and color or shall
be the Frazee Paint color specified in the guidelines.
17
Replace block wall per Shea Homes standard block wall specification, if removing any portion of block wall to
gain access to rear or side yard (requires inspection of rebar:before cap is installed).
18
Refer to Exhibit 7 in the Design Guidelines. Block Wall Desigih).
X
1 19
When work is completed, please submit Notice of Completion form attached.
20
Make sure rear yard property line pills (markers) remain during construction (applies to golf course lots only)
21
All contractors must meet the Association representative prior to commencing construction.
22
Resubmit showing drainage flow/plakins.
23
See notes on plals (if any)
24
An independent irrigation conntrolder must be used for the rear yard, it cannot be tied into the front yard.
Notes
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GENERAL NOTES: DESIGN REQUIREMENTS:
GOVERNING CODES.: RESIDENTIAL APPLICATIONS - CBC AND IBC CHAPTER 16, CBC & IBC APPENDIX CHAPTER 1,
1. THE DESIGN COMPLUS WITH THE 2012 INTERNATIONAL BUILDING CODE, 2012 INTERNATIONAL RESIDENTIAL
CODE; 2013 CALIFORNIA BUILDING 8 RESIDENTIAL CODES, ASCE%SE17-10-MINIMUM DESIGN LOADS FOR' CRC AND IRC APPENDIX CHAPTER H.
BUILDINGS AND OTHER STRUCTURES AND THE 2010 ALUMINUM MANUAL -ADM 1-10. ROOF LIVE AND SNOW LOADS: 10, 20 AND 30 POUNDS PER SQUARE FOOT.
r DRAWING NOTES • - COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) ROOF LIVE AND SNOW LOADS: 20 AND 30 POUNDS PER SQUARE FOOT AT ROOF.
A I SHALL BE CIRCLED AND CLEARLY IDENTIFIED. ADDITIONAL DESIGN REQUIREMENTS:
S�,ON� �/�/ 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE
MANUFACTURER
THE DRAWINGS AND SPECIFICATIONS SHOWN IR PRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE 1• TABULATED SPANS FOR SNOW -LOADS ARE BASED ON Pf AT THE ROOF EQUAL T020 OR 30 psf.
O NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE 2. BASIC WIND SPEEDS: 110, 120,130 MPH, EXPOSURES B AND C.
m a 3. -WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTOR II, 1.0: R 4808 AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, 4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER- `
n TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE 5. SEISMIC DESIGN PARAMETERS:
IMPORTANCE FACTOR: 1.0
A Q AVAILABLE TO THEAUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE ,:
' SITE CLASS: D
�• . �O .9 OF \ w - SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED - - - _' - •
f CHANGE ORDER. • SEISMIC DESIGN CATEGORY: D
e® ' 6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL MAPPED SPECT�RAL'RESPONSE COEFFICIENTS: Ss= 1.50, S, = 0.6, S os= 1.0, Six= 0.50 :,�
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. RESPONSE MODIFICATION FACTOR R1.25
8. AN ATTACHED COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 6. EQUIVALENT LATERAL FORCE PROCEDURE.7. DESIGN ASSUMPTIONS: '
3 12 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO AND A MAXIMUM COLUMN A. MINIMUM BUILDING
LOAD OF 750 POUNDS. HEIGHT OF MAIN STRUCTURE (AVERAGE): 20
• B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30'
9. 20 POUNDS PER SQUARE FOOT L.L: AND GREATER MAYBE COMMERCIAL &USED AS CARPORTS ONLY WHEN
t LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10' X 10' v ti
- 10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1_ & 1605.32. A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION
, i EACH PROJECT SUBMrTTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
e`Y DESIGN CONSIDERATIONS: +
�t�' •°° • '9j 11. MINIMUM ROOF SLOPE FOR SOLID ROOF -PANELS: 1/4 INCH PER FOOT. THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS ICC -LISTED
�� ✓;� 12. MINIMUM COVER 10' PROJECTION. EVALUATION REPORT: AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE,
(:o. E317415.2M 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG 50 SQUARE FEET, WHERE COVER ATTACHED TO OVERHANG. FOLLOWING INFORMATION FROM THIS EVALUATION REPORT:
•.
14; -COVERS ARE DESIGNATED'RIDGED BUILDINGS' AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. A. TITLE SHEET AND GENERAL NOTES.
BAS (RAY 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED).
ASCE/SEI 7, SECTION 6.5.7.1. y C. BASED ON THE REQUIRED DESIGN LOADS, SITESPECIFIC RAFTER AND/OR PANEL SPAN
ELL : 16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS 'OPEN STRUCTURES- AND TABLES.,, s ~
t -PARTIALLY ENCLOSED; RESPECTIVELY, IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. D. TYPE OF,HEADER, POST TYPE & QUANTITY, FOOTING SI;i'E (WHERE REQUIRED) BASED ON THE
�► 17. THE RATIO (I -11P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, q FT), SITE-SPECIFIC DESIGN LOADS. O 1 . SHALL NOT EXCEED ONE (1� E. APPROPRIATE STRUCTURAL DETAILS.
18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY TFIE LOCAL AUTHORITY HAVING
BE LESS THAN ONE (1} JURISDICTION.
MATERIAL SPECIFICATIONS: ' J
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 SHEET INDEX
REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE '
Ae�I ��++ STRENGTHS. SHEET # SHEET TITLE / DESCRIPTION.
NAL 21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. - Y ~
.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 T-1 ........... TITLE SHEET, DESIGN LOADS, GENERAL NOTES
' x 2 PER TABLE 1806.2 AND SECTION 1806.3.4. 1 .............SOLID PANEL STRUCTURES
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-04LEUM OR EQUAL PAINTED OR 2 ...........OPEN LATTICE STRUCTURES
ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO '
79" ASTM A653, GRADE 40. 1 3-4 .........PANEL SPANS TRI -V, W -PANEL FLAT PAN ,
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-3 & 07. ALL BOLTS SHALL5
HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ........:...MINIMUM FASTENERS /FAN BEAM
J' ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 6 ...:........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL& PATIOS
25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS r 7 .........:.HEADER BEAM TYPES, COLUMN / POST TYPES '
• WEDGE -BOLT+ STAINLESS STEEL (ICC -ES ESR -2526 FOR CONCRETE AND FOR MASONRY). 8: --••••,-•,.EXISTING SAVE CONNECTION DETAILS r
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR
1976 ORAPPROVED.EQUAL r`' , . - 9 .:.........HANGER CHANNELS AND MOUNTING BRACKETS
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE _SLAB IS LIMITED TO USE WITH '
.• .�- ,; - 10 ..........COLUMN /POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
.RESIDENTIAL' PATIO COVERS ONLY... " • - `")`+'S �. _ .
28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS ROOF ASSEMBLY IN ACCORDANCE WITH SECTION •••••• G SYSTEM / MIN. NUMBER OF REQ. COLUMNS
11 ....LATERAL FORCE RESISTING
1505.2, EXCEPTION 2. 12 ...........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
29. SIMPSON SDS25412 AND SDS25600 SCREWS SHALL BE IN ACCORDANCE WfTH ICC -ES EVALUATION REPORT t 13-16 ......SOLID COVERS ATTACHED &FREESTANDING BEAM SPANS, 10# L.L, 110-130 MPH
ESR -2236.
M +Ap ••• 17-20 :.....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20# L.L, 110-130 MPH
_
THOMAS 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
P,o CO29-32 :.:..SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40# L.L, 110-130 MPH
161- Exp: 21 ujF : v f I '- . 33-36 ......SOLID.COVERS ATTACHED & FREESTANDING BEAM SPANS, 25# L.L, 110-130 MPH
OCIViL' •• 37-38 ......LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10# L.L, 110-130 MPH
t'' 390 ......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
NQ. i$AA% y ~ • = 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
MULTISPAN ROLL -FORMED ROOF PANELS 47-48 •••:•• LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50# L.L, 110-130 MPH
} - REQUIRE SITE SPECIFIC ENGINEERING.. ° 49 ........... INSULATED ROOF PANEL ATTACHMENT DETAILS
• :� ;FOR SNOWDRIFT DESIGN SEE SHT50 , i - 50 ...........SNOW DRIFT DESIGN
'.U47de1M..e.MkDURALUMW-MO 01951412-13UAPMO PATIO COVER 11-15-13 2.dwg, 11282013.3:40:34 AM, Tabloid
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O. H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
* SQ. POSTS, SIZE VARIES ----jr
SOLID PANEL STRUCTURES
CENGTy o
AND �E 07',e
SRE VAR/Eg
cr/oNs �
OPTIONAL: CANTILEVER BEAM
SEE SCHEDULE FOR
POST SPACING =
D'r 770
FSP �CEED r
3 1/2" SLAB
ATTACHMENT
III ALTERNATE:
* SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 1/2" SIDE PLATES.
IWI)
SINGLE POST
9
MAY BMUSED
WHERE PERMITTED.
SEE SCHEDULE
�
o� _
SEE SCHEDULE
LENG�OFUC/I/
ALUMINUMS
ROOF PANEL
MAX. HT.= 12'
MIN. 0.25" SLOPE PER FT. O,H
V'qR/ES
NOTE:
NO SPLICE AT THIS
8
POST AND AT END BAYS.
FOOTING WHERE REQUIRED
O.H. SPP
-SPAN -
SEE SCHEDULE
- -- - --- - - - -
"O.H." NOT TO EXCEED 25%
FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
< - S q
CHANGEABLE WITH ANY OTHER
}�ydo
P
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION
* SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2" X 6 1/2" SIDE PLATES.
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H.' NOT TO EXCEED 2".
OF SPAN
SEE DETAIL FOR SPLICE J
SQ. POSTS, SIZE VARIES SFESCNpc �
ALTERNATE:
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•12-13XIAPMO PATIO COVER 11-15-131.dwg, 11/272013 9:43:51 PM, Tabloid
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS
110/120/130 MPH EXP. B & C
ALUM. ALLOY 3004-H36 OR EQUAL
TR�'V-PAN (SEE NOTE 1 BELOW)12"x 3 1/2"W PANEL
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EXPB EXP.0 EXP.0 EXP.B EXP.0 (PSF) (IN.) EXP.8 EXP.0
NOTE: DETAIL FOR PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3 SHEET 4 OF 50
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHEDFIGURE INDICATES
FREESTANDING
NOTE 1: WHERE MULTIPLE SPANS OCCUR. MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
Isers\deIWocuments%DURALUMWMO 01951412-13\IAPMO PATIO COVER 11-15.131.dwg, 11/27/2013 9:46:47 PM, Tabloid
=E NOTE 1
120 MPH SPS
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38' .25'-
2.5" T= (SEE TABLE BELOW)
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Isers\deIWocuments%DURALUMWMO 01951412-13\IAPMO PATIO COVER 11-15.131.dwg, 11/27/2013 9:46:47 PM, Tabloid
=E NOTE 1
120 MPH SPS
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9'-10- 9'-10' 9'-10' 9'10' 9'-10-
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8'$' 8•$' 8'$' 83' 8' 4' 8'-2'
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10'4• 10'-4' 10'-4• 10'4' 10'-4•
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11'-r 11'-r 1r -T 11'-T 11'-T 11'-r
11' 6" 11'3' 11'-3" 11'-1" 11'-1' 10-96'-11'
020
6'11"
6'-11'
8'-9
6'-11'
6'-11'
6'-11'
6'$'
6'-11-
6'$'
6'-11'
6'$'
.020
6'-3'
6'-3'
6-3"
6'-3'
6'-3•
63'
6'3'
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6•-3-
6'-2'
6'-3'
6'-1•
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6'10'
6'-10'
6-10'
6'-10-
6'-10'
6'-10•
6'$'50
6'-10'
6'-9'
6'-10'
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9'3'
8'-1'
9'-3'
8' 0'
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9'3•
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9'.3'
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9'3•
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50
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8'-10"
8'10-
8'-9'
8'10'
8'-9-
8'10"
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8'-10•
8'$-
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8'-6'
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T-10•
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T-9-
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T-9'
T-10-
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9'3'
9'-3'9'3"
9'-3'
9'-3'
9'3•
9'3•
9'-1•
9'3•
9'-1'
9'-3'.032
8'-10'9'-9"
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9'9' 9•9' 9'-9' 9•-9' 9'-9'
99'-9'--9'-r 9'-4'
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8'$• 8'-8" 8'$- 8'$'8'$' 8'$'
8'$' 8'$' 8 $' 8'$' 8'-T 8'�'
10 �' 10 4" 10 �' 10 �' 10 �' 10 4'
10 �" 10 �' 10 �' 10-Y 10'-2'10
rA
RAFTER SPANS FOR OPEN LATTICE
z w 3" x 8" RAFTER
"T" a uj
0 110 MPH 120 MPH 130 MPH L.L.=
(IN.) Nn EXP. 8 I EXP -C I EXP. B I EXP.0 I EXP. B 1 EXP.0 (PSF)
* 3"x8" RAFTER
0.024" 6.S
0.032'
0.042"
�2.o•---I
* 2"x6.5" RAFTER
* nRl 7"YR R" RAFTFRc
ALUM. ALLOY 3004136 OR ALUM. ALLOY 30044136 ALUM. ALLOY 3004136 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
MMERCIAL & PATIOS
110/120/130 MPH
Lu
O.H.
2- X 6 1/2" RAFTER
26'-3" 26'-3" 26'-3" 25'-8^ 25'-9' 24'-4-
8
z
z Z
11
16'
13
14
15
16
17
18
26'-0" 26'-3" 26'-3" 26'-3" 26'-3" 25'-7"
a v
110
10
.042
120 MPH
130 MPH
21'-6" 21'-6" 21'-6" 21'-0" 21'-1" 19'-10"
EXP. B
EXP.0
EXP. B
EXP.0
EXP. B
EXP.0
(PS
24"
w o
19'-10"
19'-10"
14'-2"
14'-2"
14'-1"
21'-6" 21'-6" 21'-6" 21'-6" 21'-6"21'-0"
13'-10"
12'-8"
6
7
16"
21'-10" 1'-10" 21'-10" 21'-6" 21'-7" 21'-0"
8
9
9
19'-10"
16"
19'-10"
'19'-10'
19'-10"
20
'042
6
21'-10' 21'-10" 21'-10 21'-10" 21'-10" 21'-10"
10
16'-3"
1T-10' T-10" 17'-10" 17'-7" 17'-8" 17'-2-
.024,
'
14'-7'
11'-7"
11'-7"
11'-7"
11'-4"
11'-4"
24"
12
13
24"
-
7
7
1 T-10" 17'-10^ 17'-10" -iT-10" 17'-10" 17'-10"
16'-3"
16'-0'
16'-3"
5'-10°
10
12'-2" 12'-2" 12'-2" 12.1'-f1' 121'-1 ° 12'x-0"tel
1'l V-74
11'-7"
11'-7"
11'-7"
16"
23'-9"
4'
16"
18'-0"
18'-0"
18'-0"
L'_L"
12'-2- 12'_2" 12'_2" 12'_2" 17-2-
17'-8"
16'-10"
25
.042
16"
25'-3"
25'-3"
25'-3"
24'-8"
.032
24"
20'-8"
20'-8"
24"
24"
20'-3"
20'4"
19'-6"
18 -W
1 T-7"
12
12'-2- 12'-2- 12'-2" 12'-2" 12'-2" 121-2"
20'-8"
20'-8"
20'-8"
20'-8"
20'-2"
12'-2" 12'-2" 12'-2" 12'-1" 1211" 12'-0"
1
30'-8"
30'-8"
16"
18'-6"
18'-6"
14'-4"
30
.042
12'-2" 12'-2" 12'-2" 12'-2" 12'-2" 12'-2-
24"
12'-2" 12'-2" 12'-2" 12'-1" 12'-1" 12'-0"
30'-8"
30'-8°
30'-8"
30'-8"
30'-8"
24"
14'-8"
14'-8"
14'-8"
14'-8°
14'-4"
24'-6"
12'-2"12'-2" 12'-2" 12'-2"12'-2" 12'-2-
23'-
21'-9"
21'-9"
21'-9"
21'-3"
10'-7" 10'-7" 10'-7" 10'-7" 10'-T 10'-7"
20'-6
16"
16"
25'-1"
40
.042
25'-1"
10'-7"10 J- 10'-7^ 10'-7- 10'-7" 10'a-
20
21'-9"
10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7"
21'-9"
21'-9"
21'-9"
21'-2"
5'-1 "
.042
10°
24"
17'-9"
17'-9"
17'-4"
17'-6"
16'-9"
10'-7- 10'-7"10'-7" 10'-7' 10'-7"
24"
16'-7"
16'-7"
16'-7-
16'-7"
-7" 8'-7" 8'-7" 8'-T' 8'-7"
.024
13'-7"
13'-7"
16"
17'-9"
17'-9"
17'-9"
50
.042
24"
-T'
11'-9' '
p a8'-7" oo8'-T p pp6'-T' p p8' O o8'-7" o O8'-7"
8'-8- 8'-0" 8'-W 8'-0" 8'-O" 8'-8"
11'-9"
11'-7"
11'-8"
11'-3"
13'-7"
13'-7"
16"
w
24
13'-7"
13'-7"
21'-1"
21'-1"
8 8- 8.$w S� pw8,-0w 8'-0w 8,$w
20'-9"
* 3"x8" RAFTER
0.024" 6.S
0.032'
0.042"
�2.o•---I
* 2"x6.5" RAFTER
* nRl 7"YR R" RAFTFRc
ALUM. ALLOY 3004136 OR ALUM. ALLOY 30044136 ALUM. ALLOY 3004136 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
MMERCIAL & PATIOS
110/120/130 MPH
EXP. B & C
0
Lu
O.H.
2- X 6 1/2" RAFTER
7
8
z
z Z
11
12
13
14
15
16
17
18
"T"
a v
110
a v
' 110 MPH ,i
120 MPH
130 MPH
L.L
EXP. B
EXP.0
EXP. B
EXP.0
EXP. B
EXP.0
(PS
(IN.)
w o
19'-10"
19'-10"
14'-2"
14'-2"
14'-1"
13'-10"
13'-10"
12'-8"
6
7
16"
8
8
9
9
19'-10"
19'-10"
19'-10"
'19'-10'
19'-10"
14'-10"-:14'-10"
.024
6
16'-3"
16'-3"
16'-3"
15'-10"
.024,
'
14'-7'
11'-7"
11'-7"
11'-7"
11'-4"
11'-4"
10'-4"
12
13
24"
-
7
7
16'-3"
16'-3"
16'-0'
16'-3"
5'-10°
10
7"
1'l V-74
11'-7"
11'-7"
11'-7"
ll' -3-
23'-9"
4'
16"
18'-0"
18'-0"
18'-0"
17'-7"
17'-8"
16'-10"
11
11
16"
25'-3"
25'-3"
25'-3"
25'-3"
24'-8"
.032
24"
20'-8"
20'-8"
20'-8"
20'-3"
20'4"
19'-6"
18 -W
1 T-7"
12
032
20'-8"
20'-8"
20'-8"
20'-8"
20'-2"
16
1
30'-8"
30'-8"
18'-6"
18'-6"
18'-6"
14'-4"
14'-6°
16'-10"
24"
30'-8"
30'-8°
30'-8"
30'-8"
30'-8"
14'-8"
14'-8"
14'-8"
14'-8"
14'-8°
14'-4"
24'-6"
24'-7"
23'-
21'-9"
21'-9"
21'-9"
21'-3"
21'-4"
20'-6
16"
25'-1"
25'-1"
25'-1-
25'-1"
24'4-
21'-9"
21'-9"
21'-9"
21'-9"
21'-9"
21'-2"
5'-1 "
.042
10°
17'-9' '
17'-9"
17'-9"
17'-4"
17'-6"
16'-9"
24"
16'-7"
16'-7"
16'-7-
16'-7"
16'-7'
.024
13'-7"
13'-7"
1 T-9"
17'-9"
17'-9"
17'-9"
17'-9"
17'-3"
24"
11'-9' '
11'-9"
11'-9"
11'-7"
11'-8"
11'-3"
13'-7"
13'-7"
16"
13'-7"
13'-7"
13'-7"
21'-1"
21'-1"
21'-1"
20'-9"
0'-10"
11'-9"
11'-9"
11'-9"
11'-9"
11'-9"
.024
9,-8" '
9'_8w
9'-8'
9'-0"
9'-7°
9'-3"
21'-1"
21'-1"
24"
.032
24"
17'-3"
17'-3"
17"-3"
17"-0"
IT—l"
16'-6"
9'-8"
9'-8'
15'-0"
15'-0".
15'-0"
14'-9'
14'-9"
14'-4"
24'-4"
16"
.042
032
26-6"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
15'-0"
20'-10"
0'-10"
0'-10"
12'-3"
12'-3"
12'-3"
12'-1"
12'-2"
11'-9"
20
24"
20'-10-
0'-10"
20'-10-
12'-3"
12'-3"
12'-3-
12'-3"
12'-3"
12'-3"
9'-3"
9'-3"
9'-3"
18'-1"
18'-1"
18'-1"
17'-9"
17'-10"
17'4"
16"
9'-3"
9'-3"
9'-3"
9'-3-
9'-0"
042
024
18'-1"
18'-1"
18'-1"
18'-1"
18'-1"
9'-0"
9'-3"
14'-9-
14'-9"
14'-9"
14'-7"
14'-8"
14'-2-
24"
9,_3"
9'-3'
9'-3"
9'-3"
9'-3"
9'-3"
11'-8'
11'-8"
14'-9"
14'-9"
14'-9"
14'-9"
14'-9"
16"
6'-3"
6'-3-
6'-3"
6'-3"
6'-3"
6'-3"
11'-8-
11'-8"
16"
11'-8"
11'-8"
11'-8"
.032
11'-8"
11'-8"
024
11'-8"
6'-3"
6'-3"
6'-3"
6'-3"
6'-3"
6'-3"
6'-3-
6'-3"
6'-3'
6'-3"
6'-3"
6'-3-
11'-8"
11'-8"
24"
14'-1"
14'-1"
14'-1"
14'-0"
6'-3"
6'-3'
6'-3'
6'-3"
6'-3"
6'-3"
8'-4' .
8'-4'
8'-4-
8'-4"
8'-4'
8'-4"
.042
16"
14'-2"
14'-2"
14'-1"
14'-1" 13'-10"
24"
8,"
8'�°
8'-4"
.032
14'-2-
4'-
11"
14'-1"
13'-10"
25
8'-4"
8'-4"
8'-4"
8'-4"
8'-4"
8'-4"
24"
8'-4"
8'=4"
8'-4"
8'-4"
8'-4-
10'-1"
10'-1"
10'-1"
10'-1"
10'-1"
10'-1"
16"
10'-1"
10'-1"
10'-1"
10'-1"
10'-1"
10'-1"
.042
10'-1"
10'-1"
10'-1"
10'-1'
10'-1"
10'-1"
24"
10'-1"
10'-1"
10'-1"
10'-1"
10'-1"
10'-1"
FOOTNOTE:
"SAMPLE"
FIGURE
INDICATES
-a
ATTACHED
FIGURE INDICATES
FREESTANDING
EXP. B & C
0
z ui
O.H.
DBL. 2" x 6 1/2" RAFTER
7
8
z
10
11
12
13
14
15
16
17
18
"T"
a v
110
MPH
120 MPH
130 MPH
F) (IN.)
N o
EXP. B
EXP.0
EXP. B
EXP.0
EXP, B
EXP.0
8
9
19'-10"
19'-10"
19'-10"
19'-6"
19'-T
IT -10"
5
16"
6
6
7
7
8
8
9
9
19'-10"
19'-10"
19'-10"
'19'-10'
19'-10"
19'-4"
.024
6
16'-3"
16'-3"
16'-3"
15'-10"
16'-0"
14'-7'
9.
10
24"
11
11
12.
12
13
3.
-
7
7
16'-3"
16'-3"
16'-0'
16'-3"
5'-10°
10
11
25'-3"
25'-3'
25'-0"
24'-9'
4'-10"
23'-9"
4'
16"
-
-
9
9
10
10
11
11
25'-3'
25'-3"
25'-3"
25'-3"
25'-3"
24'-8"
.032
24"
20'-8"
20'-8"
20'-8"
20'-3"
20'4"
19'-6"
11
12
12
20'-8"
20'-8"
20'-8"
20'-8"
20'-8"
20'-2"
16
30'-8"
30'-8"
30'-8"
9'-10"
30'-1"
28'-9"
16"
30'-8"
30'-8°
30'-8"
30'-8"
30'-8"
29'-10"
.042
25'-1"
25'-1"
25'-1'
24'-6"
24'-7"
23'-
24"
24'
25'-1"
25'-1"
25'-1-
25'-1"
24'4-
16'-7-,.16'-7'-.—
16'-7"
16'-3°
16'
5'-1 "
10°
16'-7-
16'-7"
16'-7"
16'-7-
16'-7"
16'-7'
.024
13'-7"
13'-7"
13'-7"
13'-4"
13'-4"
13'-0"
24"
13'-7"
13'-7"
13'-T'
13'-7"
13'-7"
13'-7"
21'-1"
21'-1"
21'-1"
20'-9"
0'-10"
20'-2"
16'
21'-1"
21'-1"
21'-1-
21'-1"
21'-1"
.032
24"
17'-3"
17'-3"
17"-3"
17"-0"
IT—l"
16'-6"
25'-6"
25'-6"
25'-6"
25'-1"
25'-2"
24'-4"
16"
.042
26-6"
26-6"
25'-6"
26-6"
25'-6'
25'-6"
20'-10"
0'-10"
0'-10"
20'-6"
20'-7"
20'-0"
24"
20'-10-
0'-10"
20'-10-
9'-3'
9'-3"
9'-3"
9'-3"
9'-3"
9'-0"
16'
9'-3"
9'-3"
9'-3"
9'-3-
9'-0"
024
W9'-3'9'-3-
9.-0w
9'-3"
9'-3"
9'-3"
9'-0"
9'-3"
24"
9,_3"
9'-3'
9'-3"
9'-3"
9'-3"
9'-3"
11'-8'
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
16"
11'-8-
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
.032
11'-8"
11'-8"
11'-8"
11'-8"
11'-0"
11'-8"
24"
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
11'-8"
14'-1"
14'-1"
14'-1"
14'-0"
16"
14'-1"
14'-1"
14'-1'
14'-0"
.042
14'-2"
14'-2"
14'-2"
14'-1"
14'-1" 13'-10"
24"
14'-2-
4'-
11"
14'-1"
13'-10"
TRIBUTARY WIDTH
TABLE - CLEAR SPAN (FT.)
O.H.
r 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
sersMdeNDoaimernsOURALUMUAPMO 019 9-12-13VAPMO PATIO COVER 11-1573 /.dwg, 11/27/2013 95.53 PM, Tabloid
PROJECTION
SPAN
1•a:I!
TRIBUTARY TRIBUTARY= fl
I WIDTH 1 1/2 SPAN +O.H.
',. NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
y..
MINIMUM NUMBER. OF FASTENERS FOR ROOF- PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
TORI F 1 I I rA n1 = n I I_
(2) 211x6 %2" AND WALL HANGER, 3"x8" AND EXTRUDED AND 3"x8" WITH
6 %2" ROLL FORMED HEADERS STEEL HEADERS STEEL INSERT HEADERS
} NUMBER OF NO. 14 TEK OR SMS SCREWS > NUMBER OF NO. 14 TEK OR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS
PER FOOT OF HEADER LENGTH � � PER FOOT OF WALL HANGER AND HEADER LENGTH PER FOOT OF HEADER LENGTH
110 MPH 120 MPH 130 MPH 0° 110 MPH 120 MPH 130 MPH 0°
� 110 MPH 120 MPH 130 MPH
EXP. B EXP. C EXP. B EXP. C EXP. B I EXP. 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
5. 1 2 2 2 2 21 1 1 2 2 2
2 2 2 2 2 2 5- 1 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 1 .2 2 2 2 2
2 2 2 2 2 3 6 2 2 2 2 2 2 6 1 1 1 1 1 1 1 2 1 1 2 2
7' 2 2 2 2 23 2 2 2 2 2 2
2 2 2 3 3 3 7 2 2 2 2 2 3 7 1 1 1 1 1 1 .2 2 1 2 2 2
8' 2 2 2 3 3M34
2 3 3 3 8 2 2 2 2 2 2 2 3 2 3 3 3 8' 1 1 1 2 1 2 2 2 2 2 2 2
g, 2 2 2 3 3g, 2 2 2 3 3 3 g1 1 2 2 2 2 2
2 3 3 3 2 3 3 3 3 3 2 2 2 2 2 2
110, 2 3 3 3 3 2 2 2 3 3 3
3 3 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 3 3 4 3 4 4 5 11' 2 2 3 3 3 3 3 3 3 3 4 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 2' 2 3 3 2 2 3 3
13' 3 3�434 �45 ,
3 513 2 3' 2 3 2 3 2 4 2 3 3 4 13' 2 2 2 2 2 2 2 3 2 3 3 3
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED .-a
FIGURE INDICATES FREESTANDING
J
Q �
1 C
z . CEILING FAN AND/
OR LIGHT FIXTURE
X ( MAX. 30 lbs.)
w
FAN BEAM (19'-0" MAX SPAN)
HEADER —�
A T=.075"
TYP.
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET T-1.
Users\de]NDowmerdslDURALUMUAPMO 019519-12-13VAPMO PATIO COVER 11-15-13 t.dwg, 11/27/2013 9:48:47 PM, Tabloid
FAN BEAM
FAN BEAM
ALUM. ALLOY 6063-T6
m IIt A O UG J.U.J. Jt.RCVV
AT BEAM
ATTACHMENT AT HEADER
a IIL J.v.J. Jtir%CYY
AT HANGER CHANNEL
ATTACHMENT AT HANGER CHANNEL
LL
O
w
to
ea
HEADER BEAR TYPES
1.52- w GUTTER
EXT. CLIP -� 1.00' 0.375 a
0.61'
-[orW
a 4 1.79'
WHESPLRE I s - WHERE ALUM. ? _
SPLICE OCCURS II 0.14 R OCC ALLOY w n
WHERE \; TYP. 6063 78 W n
SPLICE OCCURS 3.0' ~
WHERE 6.5' 2. I 6.656' 7.0' U m
OCCURS I �I 0.73" '' 4.0' I 4.6' . 0.28' 0.048' I I 0.110' vii a
y t"U
0.075' I j I 3.0' 0.070' ', ''� , 0 065 I �• Q
TYP. I TYP. _ I op Fi z
li �I 036 2. I F� u1 0
2.18* I
3.0 0.375 a w
--------- 3" SQ. STEEL BEAM
i 23.0' s3i' 00 E
ASTM A653 GRADE 40L3A' 1.7s o
6.5" ROLLFORM �. . ; �' W
` MAG BEAM FASCIA ,, 4" I -BEAM D. MAG GUTTER ���7" I -BEAM o
A ALUM. ALLOY - @��ZER
M. ALLOY ALUM. ALLOY D ALUM. ALLOY r ALUM. ALLOY 6063-T6
- 6063-T6 3004-H36 6063-T6 _ 6063-T6 W/ 1 "(;" INSERT
ALUM. ALLOY 6063-T6
T-12 OR W/ 2 "C" INSERTS
14 GA, H ALUM. ALLOY 6063-T6 c c
7.875' No
' GRADE 50
o i
8.br 8.0' j o
6.5 r J x
0.03r 0.042" � _ 0.042" 0.625
TYP TN* - TYP.
. 2.875
_ . W
ay
• �w
3"x8"x0.042" BEAM z
MAX 20• -4-3�. I L W/ 14 GA. STL. INSERT
3.0- 3.0• nnAX 3.o• --I ASTM GRADE 50 00
w o
DBL. 2"x6.5"x0.032" . '3"x8"x0.042" BEAM .3"x8"x0.42BEAM 3"x8"x0.042" BEAM
ALUM.ALLOY 3004-1436 J (��DBL W/ 12 GA. STL. INSERT
OR EQUAL ALUM. ALLOY 30041436 ALUM. ALLOY 3004 1436
OR EQUAL OR EQUAL ASTM GRADE 50
8
E
COLUMN / POST TYPES LL
U
�..
- I • i <9
wm
T=1208 =3"SQ.xt=U.188"
14 GA. 0, sc~io
- _ GRADE so_ _ H=3"SQ.xt=0.250" z it
w e0. u+aaLL
• oA�.=3"SQ.x1=0.313" o Z s
oar 0.oar o
TYP. J=4"SQ.xt=0.188" a m
eD
aomm
PLASTIC
- 11.00' ` PLUGS K=4".SQ.Xt-o.250"
MAX. I I 6
HT. =.10'1 .04o•ALLIK W
04W STEEL ? o
sersWeIADocumentsIDURALUMUAPMO 019519-12-13UAPMO PATIO COVER 11-15-131.dwg, 11/27/2013 9x7:11 PM, Tabloid
Qa 24'O.C. >�pm
3.0' m ► z
EA SIDE 3,0- z - w w
.28'. OR 3��>
3.0. -. - ... - 0.075 - - 4.0- 0 o co Ir
_ I -- I
.03r 3.0'
[-2.0"3.0' 2.0'-J
ALUM.Z==+Ln
LL
3" SQ. ALUM. POST 3" SQ. ALUM. POST �30'� 1 0 °
n V ALUM. ALLOY 3004H36 3.0- OR 4.0'
3 SQ. ALUM POST WITH SIDEPLATES . rjMG_POST ALUM. ALLOY 3004H36 F 3" SQ. STEEL POST ALUM. ALLOY 3004H36 Er UM. ALLOY SQ. STEEL POST
ASTM A500 TGRB OR EQUAL 6063-T6 •ASTM A500 GRADE B co
�-�f�-3.0'�
1
DBL. 3"x8"x0 042" BEAM
JW/
N
!�L.-,,4iGA-STL.-_INSERTUM, _ALLOY 3004-H3V
OR EQUAL
IOTE: -
DBL. 3"x8"0.042" BEAM
ACH HEADER BEAM STOP AND
tOTTOM FLANGES SHALL BE CUT AT
W/ DBL. 12 GA. STL. INSERT
:ACH INTERIOR COLUMN WHERE 3
O ALUM. ALLOY 3004H36
)R MORE COLUMS OCCUR. DO NOT
OR EQUAL
:UT FLANGES AT END COLUMNS.
sersWeIADocumentsIDURALUMUAPMO 019519-12-13UAPMO PATIO COVER 11-15-131.dwg, 11/27/2013 9x7:11 PM, Tabloid
Qa 24'O.C. >�pm
3.0' m ► z
EA SIDE 3,0- z - w w
.28'. OR 3��>
3.0. -. - ... - 0.075 - - 4.0- 0 o co Ir
_ I -- I
.03r 3.0'
[-2.0"3.0' 2.0'-J
ALUM.Z==+Ln
LL
3" SQ. ALUM. POST 3" SQ. ALUM. POST �30'� 1 0 °
n V ALUM. ALLOY 3004H36 3.0- OR 4.0'
3 SQ. ALUM POST WITH SIDEPLATES . rjMG_POST ALUM. ALLOY 3004H36 F 3" SQ. STEEL POST ALUM. ALLOY 3004H36 Er UM. ALLOY SQ. STEEL POST
ASTM A500 TGRB OR EQUAL 6063-T6 •ASTM A500 GRADE B co
Users1delKDocumenls\DURALUMUAPMO 019SS
HANGER CHANNELS AND MOUNTING BRACKETS
@4 SDS
T=.060" TYP.--
2.74 0 " 8" O.C. -
I
z
a
W
1.50"SEE
WALL FASTENERS
TABLE 300• .078
W
Z_
o
N w n
4
T=.060" W
SHEETB 63
ALUM. 3004-H36
06
IV
WALLFASTENERS c
25 0
a
�' "
010"x90"
SEE TABLE 2 =.
#14 SMS @ PANEL
y
(= 0.04"
2 DIA.
" ()
SHEET 8 O
LOCKS OR #8 SMS
AT EA_ CONTACT
y
Q W d
Ci
No
vi CR 563" .281"
SEE PAGE 33 FOR z
--' -20
3"
_ Z
_ a
APPROVED ROOF PANEL
O
CONTINUOUS A RAlL
ROOF PANEL (WHERE OCCURS)
w o
a
c WALL
"' FASTENERS
w
0
cc"i
Z
a
SEE TABLE 2
SHEET 8
U6 " w-
(2) #14 SDS
EACH PANEL,
#14 SMS @ EA. CONTACT
ALUM.ALLOY
g z
o
1.75
ALUM ALLOY
}-1.880" ., @
ALUMALLOY 6" FROM PANEL
6063-T6
ALUM. ALLOY
cc
�
6063-T6
6063-T6 EDGE
6063-T6
m
U
ROLLFORMED
CA)
EXTRUDED CB)
I.R. HANGER
WALL CONNECTION
"H" BRACKET .
HANGER
HANGER
10# L.L.=(2)#14 SMS EA. SIDE
wx
�o
1 1/2" 20#/30#L.L.=(2)#14 SMS EA, SIDE
BEAM SPLICE TO_-,
U -BRACKET
- OCCUR DIRECTLY OVER 5/8"0 PLASTIC
�r
cr
(4) 3/6"0 LAG SCREWS
1 POST. NOT PERMITTED PLUG WHERE
o
o
#14 SDS,
_ _ _ _ _ --
3/4" OR 1 1/2"
@ 2 -POST UNITS
6 SCREWS I SCREW IS INSIDE
u
" i
3 PER SIDE
_
IN11PER
SIDE I 5" #1 SMSE
a,4
J
gE USAS
oN
5"- MIN. 3" x 8" ALUM.
3.5" 3.5" ALTERNATE TO
$
RAFTER
1/4"0 BOLTS
cf)
- _ _ 3/4" OR 1 1/2"= _ _ _
b 8" BEAM
W
^.
i 5.
❑1 O-4 R I
�iw,
EXISTING WOOD STUD FRAMING
SEE NOTES
> w Z a
BELOW I 1 6 1/2" SIDEPLATE EA
cam' Im o.
1"
I SIDE SEE POST SCHED.
K W
2 EACH 1/4.0 x 3-1/2" LAG SCREWS L.L=10 psf
A
#14 SMS ESIDE
h a LL m
3"x8" ALUM. 3"x8" ALUM.
. 2 EACH 7/16'0 X 3-1/2" LAG SCREWS L.L; =20 AND 30 psf
TOP, MID HEIGHT
AND BOTTOM. 3"SQ: POST BETWEEN SIDE PLATES
RAFTER HEADER
(2" MIN. PENETRATION INTO EXISTING
BRACKET
wood STUD)m
BEAM TO POST CONNECTION Z1
NOTE USE LEDGER WHERE RAFTER SPACING
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
EXCEEDS EXISTING STUD SPACING}
POST SCHEDULE
m E
THREADED PORTION OF SHANK. COMPLETE
SEE FOR ATTACHMENT ' • t•
e
m
PENETRATION INTO EXISTING CORNER STUD.
14
„ w w a n w a
3" SQ. x .032" + (2}2 x 61/2" x 0.032 3 . SQ. x .032 + (2}2 x 61/2 x 0.042
W/ (6}#14 S:M:S., EACH SIDE...-. T .. _ VV/ -(8}#14 S.M:S: EACH'SIDE--- -- -
ci O g
HEADER BRACKET 2
RAFTER TO. WALL CONNECTION, 3
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
Q W -
-
,oN<.
1 1/2" OR 2"LATTICE #8 S.M.S. ., --: •• ' , t.'
8.'S.M.S. EACH SIDE
-
� it !' -
Lu a -c
ALTERNATE 1/2' DOUBLE RAFTER-
BOLT CONNECTION7 /�� PLAN 2 LATTICE 1 1/2" OR 2"
EXISTING
SHEATHING 2-A Yz"�-024"
DBL 3"X8 X.042 BEAM
Lu
o
z ,.
O ? rL
,
ALUMINUM MEMBER WITH
OR DBL. 2"X6.5"X.03T BEAM
0
ALTERNATE:
4-#14 S.M.S. EACH
WOOD FILL OR
2•x6' NOMINAL LEDGER
t` m m
a 0 - m
a m v
RAFTER TO COL.
(NEW OR EXISTING) :
o
W
CONNECT. (8 -TOT.) 2"x6.5" OR 3"x8" RAFTER
o o I
I
ALTERNATE: 1/2" BOLT
wLu
o
m
Z_
4s O 61 ALTERNATE:
;, (2) SIMPSON SOS25600
m o m
(2} #14 S.M.S. EACH RAFTER
r •
l
z — w
°'
1" TO COLUMN CONNECTION
_
5/8" 0 ACCESS HOLES
+ii
q� g -
(4 -TOTAL) >.....
._ ;..__,__
I - #1 �"
. -. INSTALL 6 4 X
o i ui rc
--_`-
3"x 3"STL.POST (24 7 _ -ALTERNATE. ` ._.'_ __
XJY24.5'OR
_ _ _.._ _ _..._-.
1 –.
_ -: -- -.._ _..
LONG�SDS @EACH— ---
3"' SQ. POST
INSERT ATTACHED OR _ ALTERNATE;
HEADER TO COLUMN
3"x 3"STLPOST COLUMN (2}35[8"HEADER 2 2X6.5" OR (2}3"X8' HEADER
(}
;i EXISTING x
FASTENERS PER
FOR FREESTANDING -
(2}1/2BOLT' ALTERNATE:
1/2" BOLT OR
1" STUCCO OR EQUAL
2.5" PENE. INTO EACH WOOD STUD
CO
CONNECTION)
LL,
O
Wx7x0.024" (1) -
o
2"x 6.5" SIDEPLATE CONNECTOR (2} #14 S.M.S. EACH RAFTER
g
- -
EXIST. STUCCO / LEDGER
DOUBLE HEADER TO
w
=
DBL. RAFTER / DBL. HEADER CONN. 4O STUB COLUMN TO DOUBLE HEADER CONN. O
__
ATTACHMENT DETAIL
O
COLUMN DETAIL O7
1sers\de111Doeumerts\DURALUM\IAPMO 0 1 9 519-1 2-I MMMO PATIO COVER 11-15-131.dwg,11&71201310:1427 PM. Tabloid
,Users\dell\Documents\DURALUM\IAPMO 0195\9-12-13\IAPMO PATIO COVER 11-15-131.dwg,1127/201310-0033 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 —
3x ALUM. RAFTER
FASCIA BOARD
ALLOWABLE PROJ. EXISTING EA\
SEE TABLE 1 OVERHANG
(24 MAX)
EXISTING EAVE CONNECTION DETAILS
WHERE PROPOSED
NOTE:
PROJECTION EXCEEDS 16',
p"
V
ADD A34 FRAMING ANGLE EA.
COVER
SIDE OF RAFTER (2 PER
L.L.
RAFTER TO (E) BLK'G)
8
EXIST. EAVES,
RAFTER,
24' O.C. MAX
NOTE:
TABLE 1
NOTE:
EXISTING
FRAMING MEMBER
MAXIMUM PROJECTION
WIND SPEED (MPH) AND EXPOSURE
COVER
AT ROOF
L.L.
OVERHANG
110, B
110, C
120, B
120, C
130, B
130,C
2" x 4" FULL
19'-7"
19'-7"
19'-7"
1T-2"
17'-0"
14'-1"
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
25'-7"
25'-4"
21'-2"
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
10
i
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
2" x 4" FULL
13'-7"
13'-7"
13'-7"
12'-10"
13'-1"
1 12'-2"
2" x 6" NOTCHED
20'-4"
20'-4"
20'-4"
19'-4"
19'-7"
18'-4"
20
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26-0"
26'-0"
26'-0"
26'-0"
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
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'-4"
19'-7"
18'-4"
255
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
2"x8" FULL
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
30
2" x 4" FULL
9'-9"
9'-9"
I W-9"
9'-6"
9'-7"
-
2" x 6" NOTCHED
15'-0"
15'-0"
15'-0"
14'-7"
14'-8"
14'-0"
30
2"x6" FULL OR
2"x8" NOTCHED
23'-4"
23'-4"
23'-4"
22'-9"
23'-0"
21'-10"
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
11'-0"
11'-0"
11'-0"
11'-0"
11'-0"
11'-0"
40
2"x6" FULL OR
2"x8" NOTCHED
1 T-6"
17'-6-
1—T-6"
1 T-6"
1T-6"
1T-6"
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"
1. EXISTING ROOF OVERHANG DESIGN
LOADS: RDL = 3 psf (MIN) TO 8 psf (MAX)
RLL = 20, 25, 30, 40, & 50 psf
2. EXISTING RAFTER ALLOWABLE
BENDING STRESS IS 900 psi.
NOTE: PLACE'SIKA FLEXOR
SIMILAR MATERIAL BETWEEN
BRACKET AND COMP.
SHINGLE ROOFING TO
PROVIDE SEAL
(3) #14x1 3/4'
NOTE:BRACKET
MAY BE MOUNTED
BELOW RAFTER W/
SAME CONNECTION'S.
TABLE 2
NOTE:
3/16" STEEL
BRACKET CAN BE LOCATED
1/4'0 HOLES,TYP.
ANYWHERE ON EAVE.
EXISTING STRUCTURE
NOTE: PROVIDE WATER
TYP. BRACKET
WOOD STUDS, 16" O.C.
PROTECTION, METAL FLASHING
AT EVERY 2x
CAUCK JOINTS AND SLOPE
FASTENERS OCCURS) OR CONCRETE WALL
TO DRAIN
EXISTING EAVEALLOWABLE
%' 0 x 1 ye POWERS WEDGE BOLT -
PROJ.
OVERHANG
WASHER (EMBED LAG SCREW
SEE TART F 1
NOTE: PLACE'SIKA FLEXOR
SIMILAR MATERIAL BETWEEN
BRACKET AND COMP.
SHINGLE ROOFING TO
PROVIDE SEAL
(3) #14x1 3/4'
NOTE:BRACKET
MAY BE MOUNTED
BELOW RAFTER W/
SAME CONNECTION'S.
TABLE 2
HANGER TO FASCIA OR EXTERIOR WALL OF
EXISTING STRUCTURE
COVER
L.L.
2X WOOD FASCIA
WOOD STUDS, 16" O.C.
MASONRY WALL (SOLID GROUTED CELL
FASTENERS OCCURS) OR CONCRETE WALL
%" 0 LAG SCREW W/ %e" 0 WASHER AT EA
(1) %"0 LAG SCREW W/ V8' 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.
10
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
i
(2 PER FASCIA TO RAFTER CONNECTION).
' 0 LAG SCREW W/ WO WASHER AT EA
(1) %'0 LAG SCREW W/ Va" 0
%' 0 x 1 y8' 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/ %" 0 WASHER AT EA.
(1) WO LAG SCREW W/ V'8 0
%' 0 x 1 Ys" 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/ %* 0 WASHER AT EA.
(1) %- 0 LAG SCREW W/ ye 0
WO 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).
30
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/ % 0 WASHER AT EA.
(2) %'0 LAG SCREWS, EACH
3'B 0 x 1 Y' POWERS WEDGE BOLT -
RAFTER (24' O.C. MAX) EMBED LAG
W/ %'0 WASHER, 2' APART,
STAINLESS STEEL AT 8' O.C.
40
SCREW 2' MIN. INTO END OF EXISTING
RAFTER TAIL
(EMBED 2- MIN. INTO EXISTING
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
aye 0 x 1 y' POWERS WEDGE BOLT -
RAFTER (24' O.C. MAX) EMBED LAG
W/ W 0 WASHER, 2' APART,
STAINLESS STEEL AT 8- O.C.
50
SCREW 2' MIN. INTO END OF EXISTING
RAFTER TAIL INSTALL
(EMBED 2- MIN. INTO EXISTING
SIMPSON A34
STUD).
FRAMING ANCHOR EACH SIDE OF
EXISTING FASCIA TO EXISTING RAFTER
(2 PER FASCIA TO RAFTER CONNECTION).
r
3"SQ. POST
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN.- NUMBER OF REQ. COLUMNS
—'T" BRACKET
Q 3 -SQ. POST W/
(2)-#12 SMS EA.
SIDE OF POST OR
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 %4 MIN. EMBEDMENT)
SLAB SHALL BE IN
GOOD CONDITION
3 1/2" MIN.
7 EXISTING SLAB
ALUM. ALLOY 3.00" OR
6063-T6 �� 2.40 --
Le
1.50"'
INSTALL 1Y" x 1Y" x Ys" HDG
WASHER PLATE AT ANCHORS
FOR 130 MPH
1.375"
.75"
1.60"
.090" TYP.
ALUM 'T" BRACKET
q 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
UsersldelK)ocuments\DURALUMUAPMO 0195\9-12-1
q 2- 5/16"0
3" SQ. POST
SEE NOTES BELOW
ALUM.TBRACKET USE WITH
POST TYPE B,C,B, OR E.
STEELTBRACKET USE WITH
POST TYPE B,C,D,E,F,G,H,J OR K
ALUM.'rBRACKET:
USE (2}3/8"0 HILTI
KWIK BOLTS OR EQUAL
STEEL.TBRACKET:
USE (2)3!8.0 HILTI KWIK
BOLTS OR EQUAL
2 %* EMBEDMENT DEPTH
FOR KWIK BOLTS)
POURED CONCRETE
FOOTING SEE NOTE
FOR SIZE
SEE FOOTING i'
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
r I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE
2"XY"X5Y2"AT
STEEL -'BRACKET.
3. POST TYPE F
DO NOT USE STEEL T
BRACKET WT I -BEAM.
IT
•i f 1
STEEL "T" BRACKET
11-15.131.dwg, 11272013 10:18:18 PM. 11 x17
0
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
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
m
FOOTING OR
I
130 MPH
EXP. B
12" MIN. EMBD.
EXP. B
EXP. C
EXP. B
•, •r
5'
_2
LU
133
2
i I
3
l~i
W fQ
2
'
3
W
W
J Z
pQ
4
7'
m
3
(1}1/2"0M.B.
`.' :.
3
W N
x9" LONG 1"
�°
a
3
FROM END
•'
W
O
m
OF POST
4
4
_Z
POURED
CONCRETE
5
SQUARE,
SEE FTG.
FOOTING
4
SCHEDULE
IN BEAM
6
11'
SPAN TABLE
SQUARE POST EMBED.
INTO
FOOTING
5
MINIMUM NUMBER OF REQUIRED
COLUMNS FOR ATTACHED COVERS
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
2"X6.5"X0.032" SIDE PLATES
m
w. 110 MPH
120 MPH
130 MPH
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
5'
_2
C23
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
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
a�
m 3
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
7'
2
2
2 1
3
3
3
8'
2
3
3
3
3
4
90.
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: 1. 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
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 0
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 7
9" SQ. x 5/8' 1 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 Sig
SQ. 18' DEEP
• CUBE FTG
FOOTING SIZE
SINGLE POSTS
EMBED.
18' 18' SQ. 12"
BOLTS
20"
21' SQ.
12"
23' & 24' CUBED
(2)-1/2'0
31/4"
22'
25' SQ.
16"
25'- 30' CUBED
(4}7/2.0
31/4•
24' 28" SQ. 20"
26"
32' SQ.
23'
31' - 34• CUBED
(4)-518'0
4'
28"
35' SQ.
25'
35'- 39" CUBED
(4}374.0
43/4'
30' 39" SQ. 28"
32"
43" SQ.
30"
' 40" - 42• CUBED
(4)-/4•0
a 3/4•
34"
47' SQ.
32"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL
36" 51' SQ. 34"
38" 55' SQ. 3r
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 RESI
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 AND
7 7
COLUMN 2: PER SPAN TABLES
MINIMUM NUMBER OF REQUIRED
COLUMNS FOR ATTACHED COVERS
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
7
>�
Lm 3
Ir
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
7'
2
2
2
3 1
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
.13'r
3 1
4
4
5
5
6
NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET T. SEE SHEET 7 FOR POST TYPES.
!sersldeg\Dowunents\DURALUMUAPMO 019519-12-lM APMO PATIO COVER 11-15-13 2.dwg,11282013 4:12:18 AM, 11 x 17
ROLL -FO
INSULATED ROI
INTERLOCKING S6
'SYSTEM (LFRS) F
CHE
� v�
#14 SDS
@ 8' O.C.
(2) # 14 SDS @ EACH PANEL,
6" 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
#14 SMS @ 32.O.C.
4 MIN. PER EACH JOINT
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,Userslde[KDocumenlslDURALUMVAPMO
BEAM TO POST & LATTICE: TUBE TO RAFTER CONNECTION. DETAILS
SPLICE DETAILS11 BEAM TO POST DETAILS 12 °- BEAM TO POST, DETAILS 1.3 - z.
SIMPLE SPLICE FULL MOMENT w
(. w
9"
Zr ' ' ` OPTIONAL DECORATIVE FASCIA z
.57 3• 1• 1 31 1.1' • 8" ( • +r ( WOOD, ALUM. OR WIRDBORD) CU C9 r -
Z
; (2)#10 S.M.S.® EA. Q' w n
#10 S.M.S. ' - VALLEY' TYP. (12) - #14 x 12" S.M.S. EACH SIDE OF 3"
(8707. II #12 S.M.S. , a ,
TYP. THICKNESS = .035 - II L RNA E,1/4'0 a g s
(24 TOT ALTERNATE 114.0 BOLT W/ WASHER U j
„ TYP. THICKNHtiS = .03
+ I I 6.38• u 5' .. � r �' __— s' •' ti EA SIDE OF 3• SQ. POST, � � 0.0: V
OZ
• ALUM. ALLOY 3004-H36 t , ' `' d r _ w o a
ALUM. ALLOY 3004-H36 ui i5 0
i5 o'
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED - ' _---- } t.to•
NOTE: USE SIMPLE SPLICE ONLY;' NOTE: FULL MOMENT SPLICE MAY OCCUR s U .z x
IN ALTERNATE INTERIOR BAYS r O! reO AT ANY LOCATION EXCEPT AT END BAYS• . • , -, _ . - SPLICES 'ROLLFORMED & EXTRUDED FASCIAS+ r , ' 1=N
NOTCH I$EAM FLANGE • ;. ,�3• SQ. POST
I -BEAM ALUM ALLOY • AS NEEDED TO CLEAR 235' w
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE, CSPLICE (ONE SIDE OF WEB) MAY BE USED: ` (6061-76) ALTERNATE - SQ. POST,CONNECT WEB �, o
• 3• �I _ STL. C BEAM TO POST W/ (2) -518.0.
i
, I ;TOTAL= (8}12'0 BOLTS THRU-BOLTS Q 4" I -BEAM, 4414 x 12' S MSEACH SIDE OF
i
a
' SPUCE WHERE '•: -!'.
• OCCURS , •'4"
070" i
TYP.
ALUM. ALLOY
6063-T6
4" I -BEAM
• MOMENT C-SPUCE i . ..'.
c NOTE: IF SPUCE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12- SIMPLE CSPUCE (ONE SIDE OF WEB) MAYBE USED.
' 1.25" ±
"L' FASTENERS
•
O
O O
2.0(•
,
12 - #14 SDS
O o
e
•
3 -0"
• MOMENT C-SPUCE i . ..'.
c NOTE: IF SPUCE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12- SIMPLE CSPUCE (ONE SIDE OF WEB) MAYBE USED.
' 1.25" ±
"L' FASTENERS
•
.. ' SQ. POST T to))EM S 0 THRU BOLTS
-
K SO. POST &TOTAL) 3
ALTERNATE:* 1/4.0 BOLT W/ WASHER
.EA. Sim 11FA'.-n.Pr.14T
6 - #14 SDS
3'-0"
12 - #14 SDS
FASTENER SPACING = 3/4'
e
wx
CL
r
' (•, + ._ t , . - -
t TTER FASCIA
fk(l
, _ OR 240' 3• SQ. POST BEAM
' a
c cSQ.
_
STL. BEAM
N o
',
;. H -BRACKET TO POST 14
RAFTER "TAIL" TO GUTTER 15
z
'
Q3
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
0 r4
W o
3"x 8" x .042" BEAM,
ROOF. LIVE AND SNOW LOADS
x
�= 3" SCS. STEEL OR
MAG BEAM. -
}
• MOMENT C-SPUCE i . ..'.
c NOTE: IF SPUCE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12- SIMPLE CSPUCE (ONE SIDE OF WEB) MAYBE USED.
' 1.25" ±
"L' FASTENERS
V-0"
4 - #14 SDS
2'-0"
6 - #14 SDS
3'-0"
12 - #14 SDS
FASTENER SPACING = 3/4'
" U W
� L ui
FASTENER TO FASCIA - SEE TABLE z
f FASTENER TO RAFTER TAILS - SEE TABLE 0 _
wV
' omw
OPTIONAL LATTICE TUBES z
i O O - O • #14 x 12• S.M.S. TOP AT OVERHANG 0
x h Lu
(6}#14 SDS @ EA_ SIDE & BOTT. (2) -TOT. m
w TOP & BOTT. TOT.=24
� ' .,. +
occuRs WHERE TYP. 4.5"
sPucE - t - r T ( ROOF PANEL 00 6
f . q FASTENER 6 12• m E
• ,� . — _ o o GROUP , } m
.` O = O r , I , • ' - - 4 ROL FORMED OR 00
EXTRUDED GUTTER U C
LL.p
W X 3" ALUM. OR - z #14 S.M.S. @12.O.C. ALUM. BRACKET X - .
ALUM. , 1s• r '� , i STEEL POST �<. FASCIA a zU) ci ui
7" I -BEAM , + J I+3�;, ti • 612X2 -X024 2" 1" "L"SEE TABLE W U c
. . *• MOMENT CSPU _ ;'U . - T M
a CE
".BRACKET RAFTER O BEA ` u RAFTER
1��2�SQ.OR-2"LATTICE-TUBE-_ P - a
uj
P 2"x3". LATTICE TUBE 2`LAT,TICE TUBE TO RAFTER 16 .;: ' U"_BRACKET -RAFTER TOyBEAM 17 0 z j _
t ��} . c t s ° • ' 3.125" FOR 3 x RAFTER O < <
2.125" FOR 2 x RAFTER Q] m E
., _ _� } - F. c 3 �' -' -y' • , .j..... + dome
ALUM.'ALLOY 3105-H25y • ;+ . < 1 1/2" SO., 2' SO.,
• - ALUM. ALLOY_ 3105-1125 '' ' ! (- j ' j " OR 2-x3" LATTICE,
} i - t18 x 2 "SMS, 2 1/2' @ 3" O.C. MIN. _ t = .040" @ 6063-T6
w..JOR 3'1/2, TYP. UP TO 6"O.C. MAX. • 1 1/2 " w n
28" 2" 2" .28" �� . - w Z
(6) - #14x' TEK SCREWS 11 • ►' a
w •,"•< " `o r • }l. ; ' a+ ♦ . o - tw x + ±s t,.a -
' .' 3
BRACKET TO RAFTER MIN
. C!�d
O 018 01g RAFTER 0
=(6)-#14xY"TEK 2.7,11 < vaLLL
,
SCREWgM Lu BRACKET TO BEA
0195\9-12-13UAPMO PATIO COVER 11-15-131.dwg,1127201310:31:37 PM, l l X17
Isers�delADocuments\DURALUMUAPMO 019554.12-13UAPMO PATIO COVER 11-15131.dwg,11 /27/201310 3423 PM.11 x17
r
I
BEAM TYPES 10, 20, 25,
30, 40.& 50 # L.L:
TTACHED
0# LIVE
&
LOADREE0,120,130
NG SOLID COVERS
MPH - EXP. B &
C
z
w
z
t 0= j
z w N
F-
0.
a
°�° z o
w o
ra
awr
Oo
U � x
t J Z
0:5 �
cOi
SPLICEWHERE
OCCURS
'
TVP.
o.ms93.(r
MAG BEAM
A ALUM. ALLOY
6063-T6
1.57
0.61•
.79'
6.5' 2.
0.73•
2
2.93•
6.5" ROLLFORM
B ALUM. ALLOY
6063-T6
SSE
OWHERECCURS
0.070• a.o•
TYP. - - -
3.0
4" I -BEAM
C' ALUM. ALLOY
6063-T6
GSR
ExT. CLIP
s�i�
WHERE I
ocCuiLS
�
1 4.6•
o.oss
TVp.
2' I
____J
4.00'
4.5 MAG GUTTER
D ALUM. ALLOY
6063-T6
� 11.00'
I I
0.14' R �
TYP. 3.0•
_
028'
TY
3'��
3" SQ. STEEL BEAM
E ASTM A653
GRADE 40
6.5" ROLLFORM
A ALUM ALLOY
6U63 -T6
2
1.ccL
G
Q
r
.J
O
MAX.COL.
SPACING
ON SLAB *
o
m -a, 3
F
ATTACHED
SOLID
FREESTANDING
SOLID
}
:)!2
MAX.POST FTG
SPACING (IN.)
(SPAN)
MIN.
POST
TYPE
MAX.POST FTG
SPAGNG (IN.)
(SPAN)
POST
TYPE
13'-7"
5,
11'$" 18
11'-8" 20
B
11'$' 27
11'-2" 29
G
5'
6,
11'-4"
6'
10'$" 18
10'$' 21
B
10'$" 27
10'-3" 28
G
n
9$
7
9'-10" 19
9'-10" 21
B
'-10" 27[�
9'-6" 28
`•'
7
8'-6"
8'
9'-3" 19
9 -3 22
"
B
9'-3" 27
8'-10 27
"
G
8
,- "
7 7
,
9
8'-9" 20
8'_9w •lz
B
8'-9' 28
8'-(7n •17
`j
9,
0.375
ss� T=o.1s
WHERE ALLOY
occuRs w6"es-�
6.656' 7.0•
0.110'
TYp-
0.375
F 7" I -BEAM
ALUM. ALLOY
6063 T6
0.032"
1 fi.s
I 3.0•
MAX 2.0'
DBL. 2"x6.5"x0.032"
ALUM. ALLOY 3004-H36
OR EQUAL
6.0•
0.04T
3 0'
3"x8'x0.042" BEAM
J ALUM. ALLOY 3004-H36
OR EQUAL
6.0•
TMp
3.0•
3.0' 3.0'
Max
DBL. 3"x8"x0.042" BEAM
K ALUM. ALLOY 3004-H36
OR EQUAL
6 -9 "
10
8'-4" 20
8'-4" 22
B
8'-4" 28
8'-0" 28
G
,
10
6'-2"
11'
8--o.20
8'-0" 23
B
8'-0" 28
7'-8" 29
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7'-7" 21
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7'-T 29
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13'-7"
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11'$" 19
11'-6' 21
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11'$" 29 G
10'-9" 30 H
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10'$" 19
10'-0' 22
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10'$" 28
9'-10' 30 G
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9'-10"
9'$"
20
22
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9'-10"
9'-2"
28
29
G
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G ALUM. ALLOY
n
8'-6'
8
9'-3"
9'-1'
20
23
B
9'-3"
8'-T
27
29
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8
3-T6
W/ 2 "C".INSERTS
H ALUM. ALLOY
- - ---------- - --- - ---
-
- -
- - 7.675* ASTM
GRADE 50
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7'7
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8'-9' 21
8'-T 23
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8'-1' 29 G
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8'-2" 24
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8'-4" 28 G
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6 -2
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8'-0" 21
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8'-0" 29 G
7'-4" 30 H
11
T-8"
12'
T -T 21
T-6" 24
C
T -T 2399_-[G
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13'_7n
5'
11'$"
11'-0'
20
22
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11'-4"
10'-3"
30
31
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5,
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L ASTM GRADE 50
3"x8"x0.042" BEAM
W/ 12 GA. STL. INSERT
M ASTM GRADE 50
N ALUM. ALLOY 3004 -HM
OR EQUAL
DBL. 3"x8"x0.042" BEAM
W/ DBL. 12 GA. STL. INSERT
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OR EQUAL
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11-4
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6
10'$" 20
.10'-1" 23
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10'-0' 30 G
9'-6" 31 H
,
6
9�-8"
7'
9'-10" 21
9'-4" 23
B
9'$" 29 G
8'-9' 30 H
7
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8'
9'-3' 21 24
24
B
9'-1' " 29 G
30
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7 -7
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9
8'-9"
8'-3"
22
24
B
8'-T
T-9'
28
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NOTE: FOOTNOTE: "SAMPLE'
SHOWN REPRESENTS LENGTH OF'_9n
EACH SIDE AND EPTH OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES
WHERE SLAB OCCURS, CUBED FOOTING SIZE * THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL EXPOSURE B
MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN FIGURE INDICATES
SEE ALTERNATE FOOTING TABLES THIS COLUMN OR THE MAXIMUM POST SPACING_SHOWN EXPOSURE C
SHT. 10 FOR ATTACHED COVERS FOR THE SELECTED BEAM. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
J
0
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6FOOTING
1 ��
8'-4" 22
T-10" 25
B
8'-2" 29 G
7'-4' 31 H
,
10
6'-2"
11'
8'-0" 23
7'-6" 25
B
C
T-9" 30 H
7'-1" 32 I
11'
n
5 -$
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12
T7" 23
7'_2" 26
^
C
T-6" "33H
6'-9" J
12
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