14-0054 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 14-00000054
Property Address: 47822 ENDLESS SKY
APN: 649-030-069-18 -31311 -
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: HIGH DENSITY RESIDENTIAL
Application valuation: 3200
Tiht
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Applicant: Architect or Engineer:
V
------------------
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: D03 D24 License No.: 344248
Date % Contractor: TON' %Af A -12 'Z,+
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ I I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ I 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.).
( I I am exempt under Sec. , B.&P.C. for this reason .
Date:
Owner:
CONSTRUCTION LENDING AGENCY
1 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:
0. .. Lender's Address:
LQPGRMIT
Owner:
RANDY BALLINGER
47822 ENDLESS SKY
LA QUINTA, CA 92253
(
Contractor:
YBARRA CONSTRUCTN CO, TONY M.
566 STURGEON DRIVE
COSTA MESA, CA 92626
(714)979-5493
Lic. No.: 344248
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 1/17/14
-----------------------------------------------
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
I
y Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
_. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier STATE FUND Policy Number 0653795-2014
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 bec 'jT�e subject to the workers' compensation provisions of Section
I 37.0 b o /0 of the LaI s IS for w'th omply with those provisions.
Date: . / 7 / Applica t`. "
WARNING: FAILURE TO SECURE ORKERS' COMP SATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS (5100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that 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 nstruction, a hereby authorize representatives
of this cou ty to enter upon the above-mentioned pe f r nsp ctio t oses.
Date: I7 I Signature fApplicant or Ag t
Application Number . . . . . 14-00000054
Permit . . . PATIO COVER 2013
Additional desc . .
Permit Fee . . . . 95.81 Plan Check Fee
.00
Issue Date . . . . Valuation
3200
Expiration Date . . 7/16/14
Qty Unit Charge Per
Extension
1.00 1 95.8100 EA MISC PATIO COVER, STD
----------------------------------------------------------------------------
95.81
Permit . . . ELECTRICAL 2013
Additional desc .
Permit Fee . . . . . 47.66 Plan Check Fee
.00
Issue Date . . . . Valuation . . .
. 0
Expiration Date-,. 7/16/14
Qty Unit Charge Per
Extension
2.00 23.8300 LS ELEC FIXTURES, FIRST 20
47.66
----------------------------------------------------------------------------
Special Notes and Comments
RESIDENTIAL PATIO COVER- 234 SQ FT,
SOLID DURALUM SOLID IN SIDE YARD. 2013
CALIFORNIA BUILDING CODES.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
PLAN CHECK, PATIO COVER
94.38
PLAN CHECK, ELECTRICAL
23.83
PERMIT ISSUANCE M/P/E
90.57
STRONG MOTION (SMI) - RES
50
Fee summary Charged Paid Credited
------------------------------
Due
---------------------------
Permit Fee Total 143.47 .00 .00
143.47
Plan Check Total .00 .00 .00
.00
Other Fee Total 210.28 .00 ..00
210.28
Grand Total 353.75 .00 .00
353.75
LQPERMIT
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Bin #
City Of %a Quinta
Building &r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
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,Project Address: yr% kZZ EndLEsS Sky--owner's Name: 2q �,6 Bqry eyz
A. P. Number: Address: Sk
Legal Description: City, ST, Zip: 4, 4 Q u t rv-r a_ Z Z S3
ontractor: -r; g lA-Q•2A- (�pNs-ryz14e" o elephone:
Address: ,-G s'Tk 2 by rpoject Description:
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Arch., Engr., Designer:
Address:
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Telephone: .:;.:Construction Type: Occupancy:
:
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State Lic. #: Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person: �� b� NES Scr Ft.: Z3 # Stories: # Units:
elephone #,of Contact Person: stimated Value of Project: 37—o-0 '—
APPLICANT: DO NOT WRITE BELOW THIS LINE
It
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance.
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2". Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
"d Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
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TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
5331 Galloway Street, Alta Loma, CA 91701
(951) 741-2107
January 6, 2014
Building Official
Local Authority Having Jurisdiction
RE: Duralum Products, Inc. Patio Cover System Design Parameters
This letter affirms that the Duralum Products, Inc. patio cover system shown in the
attached plans, dated 11/15/13, containing my professional engineers stamp and
signature, comply with the roof live, snow, wind and seismic loading requirements cited in
the 2012 International Building Code, 2012 International Residential Code, 2013
California Building Code, 2013 California*Residential Code, ASCE/SEI 7-10 (Minimum
Design Loads for Buildings and Other Structures) and the 2010 Aluminum Design
Manual, ADM -1.
Please contact me at (951) 741-2107 or at ticampbell@charter:_net should you require
additional information.
DEN
14808 '°
'OF
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° THOMAS 1. •.�
CAMPBELL
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184
Na 831706-M
THOMM RAY
:_ CAMPBELL
WATERCOLORS AT LA QUINTA HOMEOWNER ASSOCIATION
ARCHITECTURAL IMPROVEMENT APPLICATION AND REVIEW FORM
Lot Number/.6/e- Owner Name1.�1 _ �GCt Date:�22q_/3'
Property Address: `ZZ=i1Z6-S� S.�____-___ Conta t Phone:__ _
Nature of --
-- Impr ement-------------------------------------------------- -------------
----------- -�-� - --- � a � �-------------------------------------------------------
----
Color, if applicable:/_/____ _--�/!_--
Location, if applicable: _________________
------------------------------------------------
___________Estimate start date _2_—_z2 �`z______
Dimensions, if applicable: --------------
-----------------------------------
____ _________ _______________________________
- ------------
Construction materi s, if app able; �Et�o_��
Supplier/vendor:# ------------ Approx. Cost: -v71 ----
Attach an additional page for description, if necessary. One set of plans of all
improvements must be attached to this application to show location and dimensions, or a
picture of the item if more appr If construction is involved, the owner is responsible
for obtaining City of La Quin permit t do the
Owner Signature: _________ ------ ___ . _-___ _
Send the application by any of the following:
Via email to Irene@whitestarmgmt.com or Fax: 760.337.5432
By mail to 71687 Highway 1 1 1 , Suite 102, Rancho Mirage, CA 92270
For Internal Use Only -
Date Receiv d Inspection date, if applicable: --_------
Approval Disapproval (circle one) Date:
Approval Signatures:
Whitestar Management for Watercolors at La Quinta HOA Rev. 6.13
)NAL FN
ENSF� V'iy
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THOMIAS I. -•, �`
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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 1,
1. THE DESIGN COMPLIES WITH THE 2012 INTERNATIONAL BUILDING CODE, 2012 INTERNATIONAL RESIDENTIAL CRC AND IRC APPENDIX CHAPTER H.
CODE, 2013 CALIFORNIA BUILDING & RESIDENTIAL CODES, ASCE/SEI 7-10-MMIMUM 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 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO AND A MAXIMUM COLUMN
LOAD OF 750 POUNDS.
9. 20 POUNDS PER SQUARE FOOT LL AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN
LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.32.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
12. MINIMUM COVER 10' PROJECTION.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG 50 SQUARE FEET, WHERE COVER ATTACHED TO OVERHANG.
14. COVERS ARE DESIGNATED 'RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7, SECTION 6.5.7.1.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES' AND
-PARTIALLY ENCLOSED; RESPECTIVELY, IN ACCORDANCE WITH ASCE/SE17, SECTION 6.5.13.
17. THE RATIO (HIP). COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT),
SHALL NOT EXCEED ONE (1).
18. THE RATIO (L/P), 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/FI
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 L,
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL PATIO COVERS ONLY.
28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION
1505.2, EXCEPTION 2. i�
29. SIMPSON SDS25412 AND SDS25600 SCREWS SHALL BE IN ACCORDANCE WITH ICC -ES EVALUATION REPORT
ESR -2236. r
MULTISPAN ROLL -FORMED ROOF PANELS
REQUIRE SITE SPECIFIC ENGINEERING.
FOR SNOW DRIFT DESIGN SEE SHT50
,Userslde111Documents\DURALUMVAPMO 01951412-13AIAPMO 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 Pf AT THE ROOF EQUAL TO 20 OR 30 psf.
2. BASIC WIND SPEEDS: 110, 120,130 MPH: EXPOSURES B AND C.
3. WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTOR 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: Ss= 1.50, S,= 0.6, S os= 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: 10' X 10-
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
THE PERTINENT SRE-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.
.. CIT F L� QUIN A
BuILD112 R' SAFETY
�PP0
I`I'1eY
DATE �/
SHEETINDEX:
SHEET # SHEET TITLE I 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
Jsers\delPDowments\DURALUMUAPMO 01951412-13\IAPMO PATIO COVER 11-155-13 1.dwg, ll/Z7/20139:37:42 PM, Tabloid
SOLID PANEL STRUCTURES
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3 1/2" SLAB ALTERNATE:
ATTACHMENT SINGLE POST
MAY BE USED
ATTACHMENT MAY USED SINGLE POST
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SEE SCHEDULE
WHERE PERMITTED.
SEE SCHEDULE
WHERE PERMITTED.
SEE SCHEDULESEE
MAX. HT.= 12'
NOTE: NO SPLICE AT THIS
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NOTE.440 SPLICE AT THIS
POST AND AT END BAY
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FOOTING WHERE REQUIRED
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NOTE: EACH COMPONENT IS INTER-
SEE SCHEDULE
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NOTE: EACH COMPONENT IS INTER-
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CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
WO
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TYPE—"A'-ATTACHED_-SINGLE-SPA_ N W/=CANTILEVER OPTION
TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION
*, SEE SHAT. 1O.FOR MINIMUM;NUMBER OF REQUIRED COLUMNS WHERUSING 2"X 6 1/2" SIDE PLATES.
* SEE SHT. 10 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 61/2" SIDE PLATES.
J
ui
•
a f-
gD
J w
OF
(EIyG _
ALUMINU(FNG
ROOF PANEL O.H
$T RUC
Vim/ FS
ALUMINUMRE
OP $T RV C1 URE V
ROOF PANEL MIN. 0.25" SLOPE PER FT. O.H
E
SEE SCHEDULE
SEE SCHEDULE
FOR SPANS
FOR SPANS
m E
r �
m
Q.
SPAN
O.H. SPA
m
LL �1
NOT TO EXCEED 26%°
—SPAN -
"O.H." NOT TO EXCEED 25/°
- - -- -- —
— ---
-� -o m_
OF SPAN
-
OF SPAN
-
w N
HUv�r
SEE DETAIL FOR SPLICE
PO$T$P
OPTIONAL: CANTILEVER BEAM
SEE DETAIL FOR SPLICE
Pp$T
OPTI NAL: C LEVER B
LL
> a w
SQ. POSTS, SIZE VARIES SEESCySO /NG
U(E$
SE OST SPACINE SCHEDULE. OR H
=
\01f.
5Q. POSTS, SIZE VARIES $FE $Cy AC/NG
EDU(ES
SEE SCHEDULE FOR
PT SPACING
Oh
_
v ? a H
O qo m
p T
OT
ALTERNATE:
?5j pP PEJCCFFO
ALTERNATE:
?$/O OF SPCC Ep
3 1/2" SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
NOTE
m �
O SPLICE AT THIS
3 1/2" SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
NOTE O SPLICE A THIS
m
a
a
o
TO CONSTRAIN
TO CONSTRAIN
i m
FOOTING, SEE POST
D AT END BAYS.
FOOTING, SEE
POST D AT END BOYS.
w w • •.
Z >
SCHEDULE
SCHEDULE
>m � z o
z��;;w
C m
FOOTING.WHERE REQUIRED _ _ __ __ _
- -
FOOTING WHERE REQUIRED
�--.-- ------�-
- ---
o co
SEE SCHEDULE FOR
FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD
CHANGEABLE WITH ANY OTHER
1/2 x 9" STEEL ROD
CHANGEABLE WITH ANY OTHER
o
COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
U-
* O
TYPE "C" FREESTANDING W/ CANTILEVER OPTION
TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
0
� w
_
co
Jsers\delPDowments\DURALUMUAPMO 01951412-13\IAPMO PATIO COVER 11-155-13 1.dwg, ll/Z7/20139:37:42 PM, Tabloid
SPLICE J \fin
WHERE I I
X:CURS I II
I II
o.0.075'II 30
Tom• p II
I I
3.0'
A MAGBEAM
ALUM. ALLOY
6063-T6
3.0'
MAX.
RBL_
2"x6.5"x0.032"
ALUM. ALLOY 30VH36
OR EQUAL
6.5" ROLLFORM
B GUTTER FASCIA
M. ALLOY
3004-H36
T=12 OR
14 GA.
ASTM
GRADE 50
.oar
TYP.
3.0"
sersldelN)ocumemsXDURALUMUAPMO 01951412-13UAPMO PATIO COVER 11-15-131.dwg, 1127/2013 937:11 PM, Tabloid
SPLIC
WHEF
OCCUF
01
r
J 3"x8"x0.042" BEAM
ALU_ M. ALLOY 3004-H36
OR EQUAL
.03r
ALUM.
MAX.
HT.=10'
HEADER BEAM TYPE
r_1 -
4" I -BEAM
ALUM. ALLOY
6063-T6
4.5" MAG GUTTER
ALUM. ALLOY
6063-T6
j2BL:3"x8"x0.042 BEAM
n ALUM. ALLOY 3004-H36
OR EQUAL
18
0.024'
0.032"
PLASTIC
PLUGS
0.14" R�
TYP.
3.0'
)28' 0.048'
TYR
Fes• -3.0" -moi
E 3" SQ. STEEL BEAM
ASTM A653 GRADE 40
7
s
3"x8"x0.042" BEAM.
L W/ 14 GA. STL. INSERT
ASTM GRADE 50
3"x8"4.042" BEAM
(�r,A>W/ 12 GA. STL. INSERT
ASTM GRADE 50
#10 SMS
Q24'O.(
EA. SIDE
C 3" SQ. ALUM. POST 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36
3 SQ. ALUM POST _ WITH SIDEPLATES
B ALUM. ALLOY 3004-H36 3" SQ. STEEL POST D ALUM. ALLOY 3004-H36
F ASTM A500 GRB (Fr46ksi) OR EQUAL
0.075'
TYP.
0.375"
-SPLICEII�ALUK '
WHERE LUM.
A
ALLOY
OCCURS � 6063-T6
0.110'
TYP.
�1 7" I -BEAM
f ALUM. ALLOY 6063-T6
G W/ 1 . "C" INSERT
ALUM. ALLOY 6063-T6
H W/ 2 "C" INSERTS
ALUM. ALLOY 6063-T6
@E� MAG POST
ALUM. ALLOY
6063-T6
DBL. 3"x8"x0.042" BEAM
W/ DBL. 14 GA. STL. INSERT
V
IH
ALUM. ALLOY 3004-1-136
OR EQUAL
DBL. 3"X8"x0.042" BEAM
ACH HEADER BEAM TOP AND
IOTTOM FLANGES SHALL BE CUT AT
W/ DBL. 12 GA. STL. INSERT
ACH INTERIOR COLUMN WHERE 3
@) ALUM. ALLOY 3004-H36
)R MORE COLUMS OCCUR. 00 NOT
OR EQUAL
;UT FLANGES AT END COLUMNS.
sersldelN)ocumemsXDURALUMUAPMO 01951412-13UAPMO PATIO COVER 11-15-131.dwg, 1127/2013 937:11 PM, Tabloid
SPLIC
WHEF
OCCUF
01
r
J 3"x8"x0.042" BEAM
ALU_ M. ALLOY 3004-H36
OR EQUAL
.03r
ALUM.
MAX.
HT.=10'
HEADER BEAM TYPE
r_1 -
4" I -BEAM
ALUM. ALLOY
6063-T6
4.5" MAG GUTTER
ALUM. ALLOY
6063-T6
j2BL:3"x8"x0.042 BEAM
n ALUM. ALLOY 3004-H36
OR EQUAL
18
0.024'
0.032"
PLASTIC
PLUGS
0.14" R�
TYP.
3.0'
)28' 0.048'
TYR
Fes• -3.0" -moi
E 3" SQ. STEEL BEAM
ASTM A653 GRADE 40
7
s
3"x8"x0.042" BEAM.
L W/ 14 GA. STL. INSERT
ASTM GRADE 50
3"x8"4.042" BEAM
(�r,A>W/ 12 GA. STL. INSERT
ASTM GRADE 50
#10 SMS
Q24'O.(
EA. SIDE
C 3" SQ. ALUM. POST 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36
3 SQ. ALUM POST _ WITH SIDEPLATES
B ALUM. ALLOY 3004-H36 3" SQ. STEEL POST D ALUM. ALLOY 3004-H36
F ASTM A500 GRB (Fr46ksi) OR EQUAL
0.075'
TYP.
0.375"
-SPLICEII�ALUK '
WHERE LUM.
A
ALLOY
OCCURS � 6063-T6
0.110'
TYP.
�1 7" I -BEAM
f ALUM. ALLOY 6063-T6
G W/ 1 . "C" INSERT
ALUM. ALLOY 6063-T6
H W/ 2 "C" INSERTS
ALUM. ALLOY 6063-T6
@E� MAG POST
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\dell\Doc uments\DURALUMVAPM0 0195\412-13\IAPMO PATIO COVER 11-iS131.dwg, 11/27/2013 952:38 PM, Tabloid
HANGER CHANNELS AND.NJOUNTING BRACKETS
@ 8' O C.
T=.060" TYP.---j
z
2.740"
zz
1.50'
WALL FASTENERS
SEE TABLE 300" •078
1 '2
y w N
T=.060" W
SHEET 8 '
w
ALUM. 3004-H36
06
oN
WALL FASTENERS
.63
25-R •0
3•
a
0102'x90" 202"
SEE TABLE 2
#14 SMS @ PANEL
-
0 =
() DIA
SHEET 8 O
LOCKS OR #8 SMS
w r0.04"
AT EA CONTACT
Q �c�i
of cD 563" 281'
?_r
SEE PAGE 33 FOR j�
.20w°
Ar RAILwALLROOF
3'APPROVED
Zcn
ROOF PANEL
CONTINUOUS
PANEL (WHERE OCCURS)
a w
STENERS
3J.75'
a OZ 01cl
TABLE 2•06
E
EET8
'
IDS@
@EACH
#14 SMS EA CONTACT
ALUM.ALLOY
PANEL,
6063 T6
ALUMALLOY
ALUMALLOY 6" FROM PANEL
ALUM. ALLOY
6063-T6
6063-T6 EDGE
6063—T6
0
U _,I
ROLL FORMED
O
O EXTRUDED
I:R: HANGER
WALL CONNECTION 1O
"H" BRACKET
HANGER
HANGER
�O
as
10# L.L.=(2)#14 SMS EA. SIDE
o
1 1/2" 20#130#L L.=(2)#14 SMS EA. SIDE
JBEAM SPLICE TO..
U -BRACKET
1/ OCCUR DIRECTLY OVER 5/8' 0 PLASTIC
(4) %"0 LAG SCREWS
I POST. NOT PERMITTED PLUG WHERE
#14 SDS,
3/4" OR 1 1/2"
6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE
o Z
3 PER SIDE
PER SIDE I
a
J
I I 2" x 6 1/2" OR
5w #14 SMS MAY
"
o P4
Q 1
5" MIN. 3"X 8" ALUM.
3.5" 3.5" ALTERNATE TO
z =
?�
RAFTER
1/4"0 BOLTS
I
3.5" 3. 5"
_
3/4" OR 1112"
8" BEAM
-------------
.5 5"
W �,
j
❑1 OR 0 I
Zaz
EXISTING WOOD STUD FRAMING
SEE NOTES
w 83
1
BELOW I I 6 1/2" SIDEPLATE EA
mp
0 "
I SIDE SEE POST SCHED.
� a
2 EACH 1/4'0 x 3-1/2" LAG SCREWS.L.L=10 psf
#14 SMS EA SIDE
3"x8" ALUM. 3"x8" ALUM.
2 EACH 71is"0 x 3-12" 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)
BEAM TO POST CONNECTION Z
NOTE: USE LEDGER WHERE RAFTER SPACING
E
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
THREADED PORTION OF SHANK. COMPLETE
EXCEEDS EXISTING STUD SPACING
POST SCHEDULE
m E
m E
SEE FOR ATTACHMENT
e
F°
PENETRATION INTO EXISTING CORNER STUD.
- --- - - -
14
- --- -- -- -- - -- -- - ----- ---co
w n w w n w w
3" SQ. x .032" + (2}2 x 6 1/2 x 0.032" 3 SQ. x .032 + (2}2 x 6 1/2 x 0.042
1 W/ (6}#14 S.M:S: EACH SIDE: a W/ (8}#14 S.M:S: EACH SIDE
LL v
� .o
m - z ;
HEADER BRACKET 2
RAFTER TO WALL CONNECTION 3
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
¢ z ww m
...
W ryjaio
NU¢oo
}oNe.
1 12' OR 2'LATTICE
00
7#8 S.M.S.
#8 S.M.S. EACH SIDE
w ii
ALTERNATE 12' DOUBLE RAFTER-
BOLT CONNECTION PLAN 2 LATTICE 1 112' OR 2'
EXISTING
SHEATHING 2'k6 Y'x0.024'
DBL 3"X8"X.042 BEAM
> w n
U m a o
ALTERNATE:
ALUMINUM MEMBER WITH
OR DBL. 2X6.5'X:032" BEAM
O I
� 4 g
4414 S.M.S. EACH
_j WOOD FILL OR
¢
3 . 2"x6" NOMINAL LEDGER
0
¢ 5 i$
a
RAFTER TO COL
CONNECT. (8 -TOT.)
H (NEW OR EXISTING)
°
2'x6.5' OR 3'x8" RAFTER
cn
l o o
ALTERNATE: 1/2" BOLT
W
I o
w
1•
4.so 6• ALTERNATE:
,.� (2) SIMPSON SDS25600
m
z C
w' z
(n cm
_ (2} #14 S.M.S. EACH RAFTER
of
Z0
z = w B
1 TO COLUMN CONNECTION
c i
5/8"0 ACCESS HOLES
3 �
O K
° (4 -TOTAL) - - - - _ • .
-.-- .- _-- . _. __ _.- ._.-__ _.-_INSTALL
6 _
- - -
XEACH•
O N
3'x 3'STL.POST (24") ALTERNATE:
OR (2Y24.5- OR - ALTERNATE:
ON SDS @'4
3. SO. POST HEADER TO COLUMN
*x 3*STATTACHED
FOR3'STLPOST COLUMN (2}3'xWHEADER (2} 2x6.5" OR (2}3'x8' HEADER
FOR FREESTANDING
EXISTING
(12 FASTENERS PER
c
(2}12"BOLT ALTERNATE:
1 - 1/2' BOLT OR
()
1• STUCCO OR EQUAL
2.5' PENE. INTO EACH WOOD STUD
CONNECTION)
w
LL
ft 0
3"x3"x0.024"
2'x 6.5' SIDEPLATE CONNECTOR (2} #14 S.M.S. EACH RAFTER
`
2 w
EXIST. STUCCO / LEDGER
--DOUBLE HEADER TO-
_
DBL. RAFTER / DBL. HEADER CONN. 4O STUB COLUMN TO DOUBLE HEADER CONN. O
ATTACHMENT DETAIL O
--L COLUMN DETAIL ` O
w
lsers\dell\Documems\DURALUMUAPMO 0195\9-12-13VAPMO PATIO COVER 11-15-131.dwg,11/272013 10:14:27 PM, Tabloid
EXISTING EAVE CONNECTION DETAILS
NOTE:
WHERE PROPOSED3/16' STEEL BRACKET CAN BE LOCATED
PROJECTION EXCEEDS 16, 8" 0 114.0 HOLES,TYP. ANYWHERE ON EAVE.
A34 FRAMING ANGLE ADD A34 FRAMING ANGLE EA. U NOTE: PROVIDE WATER
SEE TABLE 2 SIDE OF RAFTER 2 PER D TYP. BRACKET PROTECTION, METAL FLASHING
( 8 G AT EVERY 2x CAUCK JOINTS AND SLOPE
FASTENERS, SEE TABLE 2 RAFTER TO (E) BLK'G) p TO DRAIN
R.F. OR EXT. HANGER
EXISTING EAVE ALLOWABLE PROJ.
CHANNEL, 2X OR 3X r(3)-#l4x3
G SEE TABLE 1
RAFTER BRACKET 1 1/4" )2xs OR 2x8 LEDGER
EXIST. EAVES,ALUM.PANEL 2X OR FTER
RAFTER' .S (3}#14x1 3/4'3x ALUM. RAFTER24'O.C. MAXFASCIA BOARD
ALLOWABLE PROJ. EXISTING EAV NOTE:
SEE TABLE 1 OVERHANG 1. EXISTING ROOF OVERHANG DESIGN NOTE: PLACE NOTE: 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
TABLE 1
UsersWeIRDocumentslDURALUMUAPMO 01 9519-12-1311APMO PATIO COVER 11-15-131.dwg,1 lt=201310:00:33 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/ Ye' 0 WASHER AT EA
(1) %- 0 LAG SCREW W/ Y' 0
%'0 x 1 Ys* POWERS WEDGE BOLT -
WIND
SPEED
(MPH)
AND EXPOSURE
SCREW 2" MIN. INTO END OF EXISTING
2' MIN. INTO EXISTING STUD).
10
COVER
AT ROOF
110.B
110,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"
17'-2"
17'-0"
14'-1"
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
25'-7"
251-4"
21'-2"
FRAMING ANCHOR EACH SIDE OF
10
2"x6" FULL OR-
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
%" 0 LAG SCREW W/ %' 0 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-
EXISTING FASCIA TO EXISTING RAFTER '
2" x 6" NOTCHED
20'-4"
20'-4"
20'-4"
19'-4"
19'-7"
18'-4"
Ye" 0 LAG SCREW W/ Ya 0 WASHER AT EA.
(1) Ye 0 LAG SCREW W1 Ye 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"
2" x 6" NOTCHED
20'-4"
20'-4"
20'-4"
19'-4"
19'-7"
18'-4"
(EMBED 2" MIN. INTO EXISTING
40
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"WFULL OR
2"x10" NOTCHED
26'-0"
26'-0"
y 6'-0"
aw
26'-0"
26'-0"
26'-0"
RAFTER (24' O.C. MAX) EMBED LAG
2" x 4" FULL
9'-9"
9'-9"
'9'-g"
9'-6"
9'-7"
-
RAFTER TAIL INSTALL SIMPSON A34
STUD).
FRAMING ANCHOR EACH SIDE OF
2" x 6" NOTCHED •.
15'-0"
15'-0"
.15'-0"
14'-7"
14'-8"
14'-0"
(2 PER FASCIA TO RAFTER CONNECTION).
30
2"x6" FULL OR
2"x8" NOTCHED
23'-4"
23'-4"'
2T-4"
VAW
22'-9"
23'-0"
21'-10"
2"x8" FULL
2"x10" NOTCH
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
2" x 4" FULL
-
-
-
-
-
-
2" x 6" NOTCHED
11'-0"
11'-0"
k1;1'-0"
11'-0"
11'-0"
11'-0"
40
2"x6" FULL
D
2"x8" NOTCHED
17'-6"
1T-6"
11T-6"
-
17'-6"
17'-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"
UsersWeIRDocumentslDURALUMUAPMO 01 9519-12-1311APMO PATIO COVER 11-15-131.dwg,1 lt=201310:00:33 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, 16" O.C.
FASTENERS OCCURS) OR CONCRETE WALL
%'0 LAG SCREW W/ Ye' 0 WASHER AT EA
(1) %- 0 LAG SCREW W/ Y' 0
%'0 x 1 Ys* 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).
%'0 LAG SCREW W1 Ya' 0 WASHER AT EA-
(1) %'0 LAG SCREW W/ W 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).
20
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 W1 Ye 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).
Ye" 0 LAG SCREW W/ Ya 0 WASHER AT EA.
(1) Ye 0 LAG SCREW W1 Ye 0
3V 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).
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✓e" 0 x 1 Y' POWERS WEDGE BOLT -
RAFTER (24' O.C. MAX) EMBED LAG
W/ YB 0 WASHER, 2' APART,
STAINLESS STEEL AT W 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) 3Y' 0 LAG SCREWS, EACH
%^ 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.
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).
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS
-'BRACKET
@ 3 -SQ. POST W/
(2)-#12 SMS EA.
3"SQ. POST 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"—
o,o` ` 1.375"
0
0 75,.
1.60"
1.50 .090" TYP.
INSTALL 1Y2" x 1Y" x Y"HDG
WASHER PLATE AT ANCHORS
FOR 130 MPH
.ALUM 'T" BRACKET
7/16"0 HOI
FOR 3/8" N
ASTM GRADE 36 STEEL
INSTALL 1Y" x 1Y2" x Y" HDG
WASHER PLATE AT ANCHORS
.157"-
TYP__
USE FOR WOR 4"
STEEL POSTS
q 2- 5/16"0
3" SQ. POST
SEE NOTES BELOW
ALUM. -BRACKET USE WITH
POST TYPE B,C,D, OR E.
STEEL'PBRACKET USE WITH
POST TYPE B,C,D,E,F,G,H,J OR K
ALUM. -BRACKET:
USE (2)-3/8.0 HILTI
KWIK BOLTS OR EQUAL
STEEL.'rBRACKET:
USE (2)3/8.0 HILTI KWIK
BOLTS OR EQUAL
2 3/' EMBEDMENT DEPTH
FOR KWIK BOLTS)
•a
c POURED CONCRETE
FOOTING SEE NOTE
FOR SIZE 41 1
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.
2'X)VX5Y2"AT
STEEL T BRACKET.
3. POST TYPE F
DO NOT USE STEEL-'
BRACKET W/7' I -BEAM.
4*
I STEEL "T" BRACKET ( D
,UsersldelKDoa/ments\DURALUMVAPMO 019519-12-1311APMO PATIO COVER 11-15-131.dwg, 11/27/2013 10:18:18 PM, 11 x 17
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
1-7116"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
STEEL POST ONLY:
USE POST TYPE
F, G, H,JORK
1/2 DEPTH OF
m
iE 3t
211X6.5"X0.032" SIDE PLATES
FOOTING OR
120 MPH
130 MPH
12" MIN. EMBD.
I I
,
EXP: B
EXP. C
EXP. B
EXP. C
5'
, 2
co
LL W
2
'
I—
W JZ
w �¢
3
6'
w
3
3
a
3
4
T
x3" LONG 1"
'',
la co
FROM END
3
p m
OF POST
3
Z
POURED
4
SQUARE, SEE FTG.
CONCRETESCHEDULE
9'
IN BEAM
FOOTING
4
SPAN TABLE
POST EMBED. .
OSQUARE
INTO FOOTING
10'
MINIMUM NUMBER OF REQUIRED
COLUMNS FOR ATTACHED COVERS
m
iE 3t
211X6.5"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
T 2"X6.5"X0.042" SIDE PLATES
110 M PH
20 MPH
130 M PH
d
EXP. B
EXP. C
EXP. M B
EXP. C
EXP. B
EXP. C
5'
2
2
2
2
2
3
6'
2
2
2
3
2
3
7'
2
2
2
3
3
3
'8'
2
3
3
3
3
4
9'
2
3
3
4
3
4
10'
4
3
3
4
4
5
11'
3
3
4.
4
4
5
12'
3
4
4
5
4
5
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
T
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
x 0.188"
ASTM A36
STEEL
1 1/2"
WELDED STEEL BASE PLATE UO
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.
CUBE SIZE
SO. 18' DEEP
'CUBE FfG.
18"
18• SQ.
12'
20•
21" SQ.
12"
22'
25" SQ.
16"
24"
28" SQ.
20"
26"
32" SQ.
23-
28*
35" SQ.
25"
W.
39• SQ.
28"
32"
43" SQ.
30"
M.
47" SQ.
32•
36"
51' SQ.
U.
38"
55" SQ.
37"
40•
60" SQ.
39•
4r
64' SQ.
41'
44'
69' SQ.
43•
CUBE FOOTING W/ 4• SLAB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE SINGLLE POSTS EMBED.
BOL23"& 24• CUBED (2)-12"0 '3 IW
25"- 30• CUBED I (4)-12.0 1 31M
31"- 34• CUBED (4)-5/8.0 4"
35'- 39' CUBED I (4)3/4'0 1 4 3/4
40' - 42'CUBED f (4)-314.0 I 4 314"
NOTES: BOLTS SHALL BE HILTI KINK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL
NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
LAT
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 eD
7 7
COLUMN 2: PER SPAN TABLES
MINIMUM NUMBER OF REQUIRED
COLUMNS FOR ATTACHED COVERS
a2"X6.5"X0.032"
gg m 3 "
Ir
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
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
1 5
6
�6
7
Ln 3
L2"X6.5"X0.042" SIDE PLATES
`110 MPH
120 MPH ,
130 MPH
EXP. B
EXP. C
EXP. B
EXP. C
EXP.13
EXP. C
5'
2
2
2
2
2
3
6'
2
2
2
-3
.2
3
�7'
2
2-7
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-
1 2''
3
4
4
5
4
5
1 3'
L1
3
4 1
4
5
5
6
NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES.
Isers\deINDacwnents\DURALUMIIAPMO 01951912-1311APMO PATIO COVER 11-15-13 2.dwg,11282013 4:12:18 AM, 11 x 17
FORCE RESISTING
ROLL-FOI
INSULATED RO(
INTERLOCKING SEJ
M (LFRS) FOR ATT
� v�
#14 SDS
O.C.
(2) # 14 SDS @ EACH PANEL,
6" FROM PANEL EDGE
O INSULATED ROOF
HANGER 1
#14 SMS ® 32.O.C.
4 MIN. PER EACH JOINT
#14 SMS @ 32 O.C. MAX
(4 MIN. PER PANEL INTERLOCK) —
OLL-FORMED
PANEL ALUMINUM SKINS SOLID
TOP & BOTT. 0.024'
OROLL -FORMED PANEL �NSULATEIY ROOF PANEL -
INTERLOCKING SEAM INTERLOCKING JOINT
P
FORM CORE
UsersldelPDocvmentslDURALUMUAPMO 01
BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
SPLICE DETAILS 11 BEAM TO POST DETAILS 12 BEAM TO POST DETAILS 13 Z
SIMPLE SPLICE FULL MOMENT w
ul
9" 24' OPTIONAL DECORATIVE FASCIA z
3• 1 • 1 3' 1' 1' 6•
(WOOD, ALUM. OR HARDBORD) Z w n
(2)#10 S.M.S.@ EA. w A
610 S.M.S VALLEY' TYP. 12) - 614 x 12• S.M.S. EACH SIDE OF 3•
II #12 S.M.S. U --
(BroT. TYP. THICKNESS = .035 (24 TOT II L Posr (B-rWO o a
ALTERNATE 1!4'A BOLT Wf WASHER
6 �• TYP. THICKNESS = .035" FA SIDE OF 3' SQ POT 0 cc V
�° o
Ll
n u w --
+ �� + + ++ + + �� + + ++ --_ w
ALUM. ;It 3004-H36 v `o W 0
OR 6063-T5 FOR EXTRUDED OR 6063-5 OR EXTRUDED LOY 3004-H36 w -__ -- 1 + K U
1.10'
.75 I O C.)
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR I 1 •� 1 2 < z
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS I pt 3• PosTSPLICES - ROLLFORMED & EXTRUDED FASCIAS "QTCH (SEAM FLANGE LuI-BEAM ALUM ALLOY AS NEEDED TO CLEAR NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE SO. POSTCONNECT WEB3"�STL. C BEAM THRUU-BOTO POST LVTS2) 4 I-BEAM.TOTAL= (8}1/2'ID BOLTS @ 12' S.M.S. EACH SIDE of 3•
SQ POST AND (3) - 5/6' 0 THRU BOLTS ST 8 TOTAL
SPUCEWHERE _ Ir
4"
OCCURS
070"
TYP.
ALUM. ALLOY
6063-T6-"
MOMENT CSPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
SPUCE WHERE
OCCURS
11-
TYP.
ALUM. ALLOY
6063-T6
1'-0"
1.00'
O
2.00•
O O
O O
6 - #14 SDS
3'-0"
16' 1'
MOMENT CSPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
SPUCE WHERE
OCCURS
11-
TYP.
ALUM. ALLOY
6063-T6
@ T 1 -BEAMS ALTERNAI• 1/4'0 GMT W/ WASHER
EA SIDE OF T SQ. POST
N Z
CL IL
GUTTER FASCIA
3.00• 3' SQ. POST G BEAM N
OR 240'
3'$Q. STL. BEAM N o
N '-
H - BRACKET TO POST 14 RAFTER "TAIL" TO GUTTER 15 0Z
a3
oN
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
3" x 8" x .042" BEAM, ROOF LIVE AND SNOW LOADS
MAG BEAM -
MOMENT
OR
"L" FASTENERS
1'-0"
4 - #14 SDS -
2'-0"
6 - #14 SDS
3'-0"
1. 5
O "
4.5"
O O
O O
0 i Cc z
ROOF PANEL 0 0 ri FASTENER 6 12
16' 1'
3'-0• "
@ T 1 -BEAMS ALTERNAI• 1/4'0 GMT W/ WASHER
EA SIDE OF T SQ. POST
N Z
CL IL
GUTTER FASCIA
3.00• 3' SQ. POST G BEAM N
OR 240'
3'$Q. STL. BEAM N o
N '-
H - BRACKET TO POST 14 RAFTER "TAIL" TO GUTTER 15 0Z
a3
oN
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
3" x 8" x .042" BEAM, ROOF LIVE AND SNOW LOADS
MAG BEAM -
MOMENT
OR
"L" FASTENERS
1'-0"
4 - #14 SDS -
2'-0"
6 - #14 SDS
3'-0"
12 - #14 SDS
FASTENER SPACING = 3/1
w
U m
gW�
FASTENER TO FASCIA - SEE TABLE 1.-9 zz
FASTENER TO RAFTER TAILS - SEE TABLE o w w
m
OPTIONAL LATTICE TUBES R z
7 I -BEAM MOMENT CSPUCE
"U" BRACKET - RAFTER TO BEAM
RAFTER
(6}#14 SDS @ EA. SIDE
TOP & BOTT. TOT.=24
#14 x 1/2' S.M.S. TOP AT OVERHANG
& BOTT. (2}TOT. 's
0
m
E
"U" BRACKET -RAFTER TO BEAM 17
0 i Cc z
ROOF PANEL 0 0 ri FASTENER 6 12
00 GROUP
m
2.125" FOR 2 x RAFTER
ROLLFORMED OR 00
m
C
o '3
EXTRUDED GUTTER ALUM. BRACKET X i
O o
1 1/2" SQ., 2• SQ.,
OR 2"x3' LATTICE
3"X 3" ALUM. OR
#14 S.M.S. @12.0.C.
-11Z "
¢zwc
1 1/2" t = .040" @ 6063-T6
W
11.50"J..1.50"
STEEL POST
Fes ' /r
;
uinw
28° 2" 2"
.28" 3" 2,.
6 1/2'k2'k.024 2' 1' 'L' SEE TABLE
� U
7 I -BEAM MOMENT CSPUCE
"U" BRACKET - RAFTER TO BEAM
RAFTER
fD� <
how 4
1 Y2" SQ. OR 2" LATTICE TUBE
2"x3" LATTICE TUBE P2
LATTICE TUBE TO RAFTER 16
"U" BRACKET -RAFTER TO BEAM 17
0 i Cc z
3.125' FOR 3 x RAFTER
USE
O
2.125" FOR 2 x RAFTER
r
o '3
w
ALUM. ALLOY 3105-H25
1 1/2" SQ., 2• SQ.,
OR 2"x3' LATTICE
ALUM. ALLOY 3105-1-125
#8 x 2 "SMS, 21/2' @ 3.O.C. MIN.
1 1/2" t = .040" @ 6063-T6
W
11.50"J..1.50"
OR 31/z•, TYP. UP TO 6'O.C. MAX.
uinw
28° 2" 2"
.28" 3" 2,.
o
Zc
z
3
— — — — —
(6) - #14x' TEK SCREWS 1/2" MIN.
BRACKET TO RAFTER =
c
o m
4 .018"
-�-- •018
0)i
—'
RAFTER
0'0
'J_�� O
--•
LL
u_
O
:a CI
o c_v
CL
(6) - #14x %• TEK SCREWS 7�"
CL LLL�
US
ut
BRACKET TO BEAM
9519-12-13UAPMO PATIO COVER 11-15-131.dwg, 11/27/201310:3137 PM, 11 x 17
BEAM TYPES 10, 20, 25, 30, 40 & 50 # L.L.
ATTACHED &
SOLID COVERS
MPH
10#LIVE LOADREE0,120,1130
- EXP. B &C
6.5" ROLLFORM
A
0.61'
GurTEa
ALUM. ALLOY
W
1.
EXT. CLIP
6063-T6
z
77
1 SHRE
U � o
z m N
� v
yQ
ATTACHED SOLID
I FGOLD
t
�NTFTG.
MIN
SPFTG.
ACING
OSm�
�CE
WERE
OCCURS
�1.00'
�
MAX.COL.
mQ 9�
g
SPLICE
WHERE
6.5" 2.
0.73'
OCCURS
v�
0.14' R
Z
SPACING
ON SLAB
CIG(IN)POST
(SPAN)
TYPE
(IN.)
(SPAN)
POST
TYPE
Q
occuRsfl�-3
0.070" 4.0'
4.6'
0.oss
TYR 3.0'
�O~ U
13'-7n
5r
11'-8" 18
B
27
G
5'
0.075 3.0'
TYR
ow
2.
TYP.
P.
2. ' I 1
0.2 0.048'
TYP.
0
11'$" 20
11'-2" 29
6r
°�° z o
� w
W
11'-4"
6'
10'-8" 18
g
10'-8" 27
(�
L
10'-8" 21
10'-3" 28
V---
91-8"
r
7
9'-10" 19
B
9'-10"27
[�
7
_ _ _ J
�3.
V0x
2.93'
3.0'
4.00'
9'-10" 21
9'-6" 28
`''
J z
8'-6"
8'
9'-3" 19
9'-3" 22
B
9'-3" 27
8'-10" 27
G
8'
MAG BEAM
A
6.5" ROLLFORM
B
4" I -BEAM'
ri ALLOY
4.5" MAG GUTTER
D ALUM.6
3" SQ. STEEL BEAM
E
J
°
20
28
ALUM. ALLOY
6063-T6
ALUM. ALLOY
6063 T6
6063 T6
63-T60Y
GRADE 40
J
T-7"
9r
8'-9"
8'-9" 22
g
8'-9"
8'-6" 27
/-►
V
9'
v
n
6 -9
V-9".
r
10
8'-4" 20
B
8'-4" 28
G
10 ,
o.37s
0.375"
C
r"
.
8'-4" 22
8'-0" 28
6'-2"
11'
8' " 20
B
8'-0" 28
G
11
x
SPLICE T�.1%
8'-0" 23
7'$" 29
5'$"
12,
7'-7" 21
C
T -T 29
G
121
WHERE ALUM.
OCCURS
0-
N
7'-7" 23
T-4" 29
H
00
6.65x• 7.0'
8.0'TYP.
0.�, s0.04r 0.042"TYP 7YP n P
Ljl"3
ATTACHED SOLID
FREESTANDING SOLID
>-
MAX.POST FTG.
MIN.
MAX.POST FTG. MIN.
SPACINGOST
MAX.COL.
jp
0.375'
SPACING
C
SPACING(IN.)
TYPE
(IN.) POST
c
ON SLAB *
( SPCAN)
(SPAN)
)
F
19
G
1.7s
II I I I I
0" I X2.0' 3.0' ---moi �2MAX..0'+i F--3.0'� I 3.0' 3.0' 3.0'
13'-7"
5'
11'-8•
1 1'-S" 21
B
11'-8"1%8`* 29
10'-9" 30 H
5
n
11-4
r
6
10'$" 19
10'-6" 22
B
10'-8" 28
9'-10" 30 G
6
MAX.-
7" I -BEAM DBL. 2"x6.5"x0.032" - `'
F I 3"x8'x0.042" BEAM K DBL. 3"x8'x0.042" BEAM;
ALUM. ALLOY ALUM. ALLOY 3004 H36 J
O
N
x.ezq
00 = a
0 0�.
co 2
20
gLUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 j`- _7
6063-T6 OR EQUAL
9r -8n
7,
9'-10"
g
9'-10" 28 G
7,
o Q 2 m
OR EQUAL OR EQUAL �j
-
9'$" 22
- 9'-2" 29
LL
W/ 1 "C" INSERT `J -
9'-3" 2-
9'-3" 27
G
8'-6"
8'
B
G
8'
ALUM. ALLOY
9'-1" 23
8'-T 29
6063-T6
W/ 2 "C" INSERTS
_J
7'-7"
9'
8'-9• 21
8-T 23
g
8'-9" 28 G
8'-1" 29
9'
H
J
E
r n
6'-9-
r
10
8'-4" 21
8'-2" 24
B
8'-4" 28
7'-8" 30 G
r
10
ALUM. ALLOY
.6063-T6
m E
T=12 OR
T=,zoR ASTM clk
O
m
LL cai
6'-2"
11'
8'-0" 21
B
': G
11'
GRADE50
T-9" 24
7'-4" 30 H
d.9
- - - - - - - - - - -- ---- - -
7. 67s= G �'E so - - s.o•
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5 -8 n
12 r
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C
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FREESTANDING SOLID
>-W
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MAX.POST FTG.
SPAGNG
SPACING
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MAX.POST FTG. MIN.
SPACING POST
1� 3.(r 3.0' �I
2.875 3.0'
MAX.COL.
o_
m 3
D p
m 3
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(IN)
(SPAN)
TYPE
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[;SPAN) TYPE
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ON SLAB *
F
m
3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM
a
11'$" 20
] 1'-4" 30 H
W/ 14 GA. STL. INSERT W/ DBL. 14 GA. STL. INSERT
n
13'-7-
5
11'-0" 22
B
10'-3" 31 I
,
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OR EQUAL
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11-4 "
1
6
1 p'$" 20
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10'-6" 30 G
,
6
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10'-1" 23
9'-6" 31 H
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9'$" 29 G
3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM
> o cm
W/ 12 GA. STL. INSERT W/ DBL. 12 GA. STL. INSERT
M O
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9'-8"
7'
9' 4" 23
B
8'-9 30 H
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7,
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3 - Ili o
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9'-.1" 29
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ASTM GRADE 50 ALUM ALLOY EQUAL
9 ¢ 6 L
C ON0
- - -- .. - -
-
8'-9" 24
- 8'-2" 30
T-7"
9'
8'-9" 22
B
8'-T 28 G
9r
NOTE:
8'-3" 24
7'-9" 30 H
C>
FOOTING SHOWN REPRESENTS LENGTH OF FOOTNOTE: "SAMPLE"
'- n
6 9
10
225
B
8'-2"
231 G
10'
U.
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 B
T-4" H
2 o
rMAY
"
23
B�T-30
H
BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN FIGURE INDICATES
r
6 -2
11
25
LT
32 I
11
LU
SEE ALTERNATE FOOTING TABLES THIS COLUMN OR THE MAXIMUM POST SPACING_SHOWN
F INDICATES
_
v�
-7
226
T-6
333 H
SHT.10 FOR ATTACHED COVERS FOR THE SELECTED BEAM. WHERE ONLY ONE FIGURE SHOWN EXP. B & C.
5'-8"
12'
6,_9" j
12'
1sers1de111DocumemslDURALUMVAPMO 01951412-13MAPMO PATIO COVER 11-15-131.dwg, 11/27201310:3423 PM.11 x17
Jsers\delN)ocumentslDURALUMUAPMO 019519 -
ATTACHED & FREESTANDING SOLID COVERS - 10# LIVE LOAD - 110,120,130 MPH - EXP. B 8, C
3"x8"x0:042" BEAM
3"x8"x0.042" BEAM
DBL. 3"x8"x0.042" BEAM
DBL. 3"x8"x0.042" BEAM
DBL. 3"x8"x0.042" BEAM
K
W/ 14 GA. STL. INSERT_
I—
W/ 12 GA. STL. INSERT
M
W/ DBL. 14 GA. STL. INSERT
N
W/ DBL. 12 GA. STL. INSERT
O
W
ALUM. ALLOY 3004-H3 OR EQUAL
ASTM GRADE 50
ASTM GRADE 50
ALUM. ALLOY 3004-H3 OR EQUAL
ALUM. ALLOY 3004-H3 OR EQUAL
z
}
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
m N
MAXCOL
a ~
p
.MAXPOST FTG.
MIN.
MAX.POST MIN.
FTG
MAX -POST FTG
MIN.ST
MIN.
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MAX -POST FTG.
MIN.
MAX.POST FTG.
T FTG
MIN.
MAX.POST FTG
SPACING
MIN.
MAX.POST FTG.
MIN.
MAXPOST
FTGACING.
MIN.
SPACING
3
SPACING (IN.)
TYPE OST
POST
(SPCAN) (�) TYPE
SPACING (IN.)
POST
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(IN.) TP10rPSE
SPACING (IN.)
POSTSPACING
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TYPE
SPACING (IN.)POST
TYPE(O
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TYPE
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(SPAN)
(SPAN)
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5.19'-18,-1"
223
C
19'
333 H
18'
223
C
333 H
20'-120,-1" 224
C
20'-119' 333
226
JH
E
25'-14 34
28'
227
E
28'
337
5'
17'-8" J
18'-4"
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4"
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27'-3"
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6'
1 T -T 22
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16'-9" 21
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16'-9' 30 H
18'-4" 22
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18'-4° 31
24
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23'$" 33
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5'-1 25
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25'-1 3a
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6
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16'$" 24
16'-1' 32 I
16'-9" 24
16'-2" 32 I
18'-4" 25
17'-8" 33"
27
22'-9" 35
25'-10" 27
4'-10" 36
a. a
r
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16'
224
C
16'$5'-0" 331 H
15'-T5�_7" 224
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15' 33H
17'-117.-1^ 225
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17'-116��" 332 H
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227
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334
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24'
228
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24'
335
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15'-0"
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22'-0"
21'-1"
24'-0"
23'-1"
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8'-6"
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15'-3' 23
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15'-3' 31 F I
14'-7" 22
E
14'-T 31 H
16'-0" 23
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16'-0" 31 I
20'-7" 25
E
20'-T 34
J
22'-6" 26
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22'-6" 3a
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14'-4" 25
14'-0" 31
14'-7" 25
14'-1" 31
16 -0 26
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15-4 31
20'-T 28
19'-9" 34
[--22'-6--29
21-T 34
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7'-7*
j'
14'-43.-T 225
E
14'-43'-2" 331 1
13'-93-g" 226
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13'-93'-3" 331 �'
15'-115'-1" 226
E
15'-114-6" 332
19'
229
E
19'-48'_7" 3
J
21'-21'-2" 22g
E
21'-220��" 335
J
9'
v
J
H
19'4"
6'-9"
10,
13'-8" ,-10" 226
E
13'-1T-7- 331 I
13'
226
E
13'-12.-T 331 I
14'-314,-3" 227
E
14'-3'3'-9" 332 I
18'-4
229
E
18'
334
,
20-120'-1" 230
E
20'-11g,�" 335
J
10'
O
H
13'-1"
H
8'_4"
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6'-2"
11,
13'-
226
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13'-12,-0" 332 J
226
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12' 6
332
13'-8;
227
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13'-8"3,-1" 332 J
17'-17'-T 230
E
17'-
335
J
19'-
230
E
19'- 18�$^ 335
J
11'
CL
2,-3"
112-12'-6"
2'-0"
3'-8"
6'-10"
19'-2"
5'-8"
12'
12'-6" 227
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12'-61'-6" 332 J
2 227
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12'-0"1'-6" 3g2 J
228
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13'-112'-7" 333 J
16'-9 6�-g" 230
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16'-9 6�_2" 335
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18'x"8' 231
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ATTACHED SOLID
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ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
I FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
n3+
MAX.COL.
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MAX -POST FTG
MIN.
MAX.POST FTG MIN.
MAX.POST FTG
SPACING
MIN.
MAX.POST FTG MIN.
MAX.POST FTG
MIN.
MAX.POST FTG.MIN.
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13'-7"5
19'-3" 22
C
19'-3" 33
18'-4" 22
C+
18'-4" 33
20'-1" 22
C
20'-1" 33
J
25'-1 24
E
25'-1 36
J
28'4" 25
E
28' 37
J
5'
16'$" 24
B
16'-1" 34 `�
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17'-0" 34 `�
19'-0" 25
18' 6" 35
24'x" 27
3'-10 37
26'$" 28
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17'
225
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17'-14' 333 (
16'-95'-10" 225
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18'-4" 23
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16'-3" 23
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22'-0" 26
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22'-0" 34
24'-0" 26
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16'-1" 26
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16'-0" 24
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20'-7" 26
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20'-T 34
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22'-6" 27
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22'-6" 34
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13 -1 26
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12'-9• 32 I
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19'-4" 27
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13' 8;
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13'- �2,-1" 331 I
14'-313'-6" 228
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18'
230
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18'-4"T-0" 3534
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20'-118•-6„ 335
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12' 61'-6" 311
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13'-8"2'-T 332
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231
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231
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18'-4"17'-4' 232
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ATTACHED SOLID
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ATTACHED SOLID
FREESTANDING SOLID
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18'-4" 23
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18'-3" 34
18'-4" 23
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18'-0" 34
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20'-1" 24
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19'-8" 35
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25'-1 " 26
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25'-3" 37
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28'-4" 26
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27'-8" 38
.
5
15'-1" 24
B
14'-9" 35
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15'-7" 35
17'-4" 26
17'-1" 36
22'-4" 28
1'-10 38
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24'-6" 28
24'-0" 39
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6,
1613"-10" 225
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34
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16'- �-7" 226
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16'$ 4_3" 334 J
18'
226
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18'-0
35
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23'
229
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23'-
337
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5'
230
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2521'-10" 338
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20'-6"
20'-1"
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7'
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15' 6" 33
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15'-3" 33
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16'-8" 33
22'-0" 27
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21' 6" 36
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24'-0" 28
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23'-6" 37
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12'-T 33
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13'-2" 34
14'-9" 27
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20'-9" 30
20'-3" 38
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14'-6" 32
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14'-7" 25
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14'-3" 32 I
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20'-7' 28
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20'-1" 35
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12'-0" 26
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11'-9" 33
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19'$" 31
19'-0" 37
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13'-9" 25
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13'$" 32
13'-9" 25
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13'-6" 32 I
15'-1" 26
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14'$" 32
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19'-4" 28
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19'-0" 35
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20'-8" 35
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11-4 27
11-1" 32
12'-0" 27
11'-8" 33 J
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13'-1 28
12'-9" 33
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16'-9 31
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16-4 36
18-4 32
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18'-0 36
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10
13'-1" 26
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13'-0" 32
13'-1" 26
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12'-9"' 31
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1
18'-4" 29
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18'-0" 34
J
20'-1" 30
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19'-8" 35
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10
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10'-9" 27
10'-T 32
11'-4" 28
11'-1" 32
12'-2" 29
12'-1" 33
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16'-0" 31
15'-7" 35
17'-4" 32
17'-1' 36
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11
12'-6" 26
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12'-6" 32
12'-6" 26
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12'-2" 32
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13'-4" 33
17'-7" 29
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17'-2" 35
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19'-2" 30
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18'-9" 36
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10,-3" 28
10'-9" 32
0'-10" 28
10'-7" 32
11'-1" 29
11'-7" 32
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4'-10" 35
16'-7" 33
16'$' 35
=
12'
12'-W
228
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11'-1g"
333
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12'-0 0'-2" 229
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11'-8 O'-2" 333 I
13'
229
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12'-911-1" 333
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16'-9
332
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18'
333
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18'-015'-T 335
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BEAM TYPES 10, 20, 25 30, 40 & 50 #.L.L.
ATTACHED &
FREESTANDING SOLID COVERS
20# LIVE LOAD
-110,120,130 MPH - EXP. B & C
;
6.5" ROLLFORM
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A ALUM. ALLOY
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6063-T6
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0.73'
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9'-9" 17
9'-7" 20
B
9'-9" 28
9'-2" 29
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11 ,4
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6
8'-10" 18
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8'-10" 28
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DF ALUM. ALLOY ALUM. ALLOY 3004-H36 J K
8'-9" 21
8'-4" 28
o
6063-T6 OR EQUAL ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004 -HW
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9.
7,
8-
8'-3" 19
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8'-3" 29
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8'
7'-9" 19
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7'-9" 29
G
8r
G ALUM. ALLOY
6063-T6 -
7'-8" 22
C
7'-4" 29
7r_7w
9'
T-3" 19
C
T-3" 30
G
9'
W/ 2 "C' INSERTS
J
25'
T-3" 22
T-10" 29
E
6'-9"
10'
T-0" 20
C
T-0" 3o
H
10,
ALUM. ALLOY
6063-T6
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6'-10' 22
6'-7" 30
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6'-3' 30
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6'-4^ 20
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6'-4" 31
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13'-7"
5'
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8'-10" 30 H
5 ,
11 -4 "
,
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8'-�" 22
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8'-9" 28
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7
8'-0" 22
B
7'-T 29 G
7
Z - Lu iu
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7.'-8 29 G
8'
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- - - - - - OR EQUAL
a c�
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C
7'-1" 29
-�
7'-7"
,
9
T-3" 20
C
7'-2" 30 G
9'
NOTE:
T-1" 23
6'-8" 30 H
FOOTING SHOWN REPRESENTS LENGTH OF FOOTNOTE: "SAMPLE"
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10'
7'-0' 21
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10
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB..
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O
6'-8" 23
6'-4" 31
o*
Lu
6'$' 21
6'-7" 30 H
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
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N
6 -2
11
6'�" 24
C
6'-1" 32 I
11
W
SEE ALTERNATE FOOTING TABLES THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN EXPOSURE C
=
5'-S"
12'
6'-4�,2224
C
6'-3" 31 H
12
SHT. 10 FOR ATTACHED COVERS FOR THE SELECTED BEAM. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
E
5'-10 33 J
!sersNdeiRDocumerrislDURALUMUAPMO 0195 4 12-13UAPMO PATIO COVER 11-16.131_Fmwer.dwg, i 1/27/201311:1439 PM, 11 x 17
a
f
ATTACHMENT -DETAILS FOR INSULATE
WIND
DESIGN
S.M.S
110 MPH
#14 @ 12" O.C. ;
120 MPH
#14 @ 10" O.C.
130 MPH
#14 @ 8" O.C.
NOTE: #14
SMS SHALL HAVE
A MIN. 1"
PEN. INTO HEADER
HEADER BEAM AND ENCLOSURE WALL SYSTEMS
MUST BE I.C.C. E.S. AND/OR IAPMO E.S. LISTED UNDER 2012 IBC,
2012 IRC AND/OR 2013 CALIF. BLDG. & RESIDENTIAL CODES.
A
OPTIONAL DECORATIVE FASCIA
( WOOD, ALUM. OR HARDBORD)
#14 S.M.S.
PANEL TO HEADER BEAM CONN. -SEE TABLE ABOVE
EXTRUDED
"IR3" GUTTER
WALLFASTENERS
SEE TABLE SHEET 4
(AS SHOWN IN THIS REPORT)
PANEL TO PATIO ENCLOSURE CONN.
#14 S.M.S.
SEE TABLE ABOVE I
INSULATED ROOF PANEL
TO APPROVED.
BEARING WALL SYSTEM
JsersldelKDocvmentslDURALUMUAPMO 019519-12-13UAPMO PATIO COVER 11-15-13 2.dwg, W28120132:13:39 AM. 11 x17
3UL
OF
INSULATED ROOF PANEL
TO APPROVED
NON-BEARING WALL SYSTEM
DWICH PANE
EXTRUDED
DRIP Lu
2.740",
T=.060"—J
FOR APPROVED
3" OR 4 Y4"
INSUL. ROOF PANEL
SEE NOTE BELOW
ALUM.ALLOY
6063-T6
3.200"
OR 4.450"
ALL FASTENERS
SEE TABLE SHEET 9
�_ 1.880"
3" OR 4.25" HANGER CHANNEL
OPTIONAL RAIN GUTTER
BEAM HEADER
�(AS SHOWN. IN THIS REPORT)
OPTIONAL NON-STRUCTURAL FASCIA
NOTE:
THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS
EVALUATION REPORT MUST BE ICC -ESR 1230 EVALUATION REPORT AND/OR
DURALUM PRODUCTS INC. CALIFORNIA FBH APPROVAL FOR PATIO COVERS
COMPLYING WITH THE 2012 INTERNATIONAL BUILDING CODE, 2012 INTERNATIONAL
RESIDENTIAL CODE AND/OR 2013 CALIFORNIA BUILDING CODE AND 2013
CALIFORNIA RESIDENTIAL CODE WHICH MUST BE SUBMITTED WITH THE DURALUM
PATIO COVER DRAWINGS INDICATED IN THIS REPORT.
NOTE:
ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
5
iR33s+
.UsersldelN)ocvmertts\DURALUMIIAPMO 019519.12-1311APMO PATIO COVER 11-15-13 2.dwg, 11/28/20132:10:52 AM, 11 x17
ATTACHED & FREESTANDING LATTICE COVERS - 50# LIVE LOAD - 110, 120,130 MPH - EXP. B & C
3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM
o
i� DBL. 3"x8"x0.042" BEAM W/ 14 GA. STL. INSERT W/ DBL. 14 GA. STL. INSERT
a
1 ALUM. ALLOY 3004-H3 OR EQUAL `� ASTM GRADE 50 ALUM. ALLOY 3004-H3 OR EQUAL
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13'-7"
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11'-3" 18
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12'-0" 35
10'-9" 17
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11'-6" 35
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16'-1" 38
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12'-0" 35
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10'-9" 17
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16'-1" 38
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101-6" 18
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11'-0" 36
10'-0" 18
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10'-6" 35
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14'-1" 20
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14'-8" 39
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12'-0" 21
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8'-8" 36
8'-10" 19
9'-1" 37
12'-0" 21
12'-9" 40
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7'-7"
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7-9" 37
8'-6" 19
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5
11'-3" 18
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12'-0" 35
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10'-9" 17
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11'-6" 35
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11'-3" 18
12'-0" 35
10'-9" 17
11'-6" 35
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16'-1" 38
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11 "
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10•-6" 18
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11'-0" 36
10•-0" 18
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9'-10" 36
9'�" 18
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8'-8" 36
8'-10" 19
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12'-6" 21
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7-9" 37
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11'-9" 22
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11'-9" 22
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