PAT (10-0207)61410 Living Stone Dr
10-0207
Application Number: x`10 - 0000207 4�
Property Address: 61410 LIVING STONE DR
APN: 764-280-999-191 -300236-
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: MEDIUM HIGH DENSITY RES
Application valuation: 2248
4 VOICE (760) 777-7012
FAX (760) 777-7011
BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Owner:
BARRINGEN NAR 1 �y
61410 LIVING STONE DRIVE
LA-QUINTA, CA 92253 cr�45
ice—
;A-iivdfVrA '
..rr,
Contractor: . . . _ . .. .. .... .
Architect or Engineer: LIFETIME PATIOS
P.O. BOX 5806
LA QUINTA, CA 92248
�f (760) 777-2650
Lic. No. :.770843
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.
Licen lass: B License No.: 770843
ate: C ractor:
OW DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner, of property who builds or improves. thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 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 am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPER111IT-
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier SOUTHERN INS Policy Number WSIO04013401
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.
plican
WARNING: FAIL RE TO SECURE WORKERS' CO SATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application. '
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. . Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have -read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this county to enter upon the above-mentioned property for inspection purposes.
Date: �_ ature (Applicant or Agent):
CAP >`
LQPERMIT
Application Number . . . . 10-00000207
Permit PATIO COVER PERMIT
Additional desc .
Permit Fee 54.00 Plan -Check Fee
35.10
Issue Date . . . . Valuation . . .
. 2248.
Expiration Date. 9/12/10
.Qty Unit -Charge Per
Extension
BASE FEE
45.00
1.00 9.0000 THOU BLDG.2,001-25,000
9.00
--'-----------------------------------------'---------------------------------
Special Notes and Comments
169 S.F. WEATHERWOOD OPEN LATTICE SHADE
STRUCTURE. 2007 CODES.-
-----------------_--------------------------------------------
Other Fees . . . . . . BLDG STDS.ADMIN (SB1473)
- ---------
1.00
STRONG MOTION (SMI) - RES
.50
Fee summary Charged Paid Credited
Due
Permit Fee Total 54.00 .00 .00
54.00
Plan Check Total 35.10 .00 .00
35.10
Other Fee Total 1.50 00 .00
1.50
Grand Total 90.60 .0.0 .00
90.60
List #
EXHIBIT A' - PAGE 3
TRILOGY AT LA QUINTA MAINTENANCE ASSOCIATION
:DESIGN REVIEW COMMITTEE APPLICATION
(Do Not Write Below Line. This is to Be Completed By Design Review Committee_ Only)
................................................. :.............................. y........................�................................................................................... .
Received by the Design Review Committee:
Dat
ern .ergt Y 1 D �N
Homeowner U, Address
The attached Application. hasbeen reviewed by the Desi Review Committee and its action is:
Q APPROVED (Initials & Date) CONDITIONAL APPROVAL (Initials & Date)
e Notes on plans
See conditions of approval check list.
U DISAPPROVED* (Initials: & Date) l
F] Incomplete Submittal ' y
FIRequire Additional Information
. i❑ Other
RETURNED TO APPLICANT/OWNER
Date:
Date: Signature:
For the Design Review Committee
Final Inspection: ❑ Approved, as submitted ❑ Disapproved (refer to attached comments)
Date: Signature:
For the Design Review Committee
* Jn the event plans and specifications submitted to the DRC are disapproved, Owner may appeal to the Board
of Directors by submitting a written request for appeal The 'written request shall be submitted to the Board
not more than thirty (30) days following the final decision of the DRC.
TRILOGY AT LA QUINTA H.O.` 9�err -a(
1/ CONDITIONS OF APPROVAL 1
Property Address:W qID �'V��' Date Reviewed:
Conditions
of Approval
Your plans have been approve?, that you meet the items checked below and all work is consistent with the
Design Guidelines dated April 20, 2005, contained in the TLQMA Handbook:
1
The patio cover material must be Alununa wood or other similar wood like construction. Roofing materials shall
match the roof material of the dwelling or be open wood lattice
2
The color of the patio cover matches the home's stucco, tri, accent, fascia or white.
3
Any patio cover or awning to be installed and attached to die home must be installed in such a maiuier that it
does not compromise the integrity of the water permeability of die home.
4
Due to the patio covers size it must constructed with variable heights or must be constructed in two sections with
a separation in between
5
The size of the patio cover is limited to the size of the proposed patio slab.
6
The proposed retractable awning may not be a striped awning. It must be a neutral color that blends with the
home. Please submit a sample of the fabric.
7
Obtain services of a state licensed professional for consultation.
$
Obtain necessary building permits from the city of La Quinta, meeting setback requirements per city code and
maintain the existing drainage.
Q
Maintained positive drainage in accordance with the Trilogy Design Guidelines (Section 3.8).
10
The screen door must be the color of the house stucco or be black.
11
If underground drainage is installed, the drain needs to terminate in die grass swale aid be flush with the turf
12
Pool, spa, fountain, and air conditioning equipment set backs must comply with City of La Quinta codes. All
equipment shall be located, screened, or recessed in a manner so as to not be viewable from any lot or street and
the noise from the equipment attenuated fro the adjacent property owners. Pool set backs are 6" for hardscape
aid 18" for water lune. 4 .
13
The color of the proposed natural of a neutral tone.
14
Rear yard may not exceed 70% hardscape and must have a minimum of 3096 softscape, measured from the rear
building face of wall to the side property lines.
x
15
Proposed planting meets with the Trilogy Rear Yard Minimum Plaiting Requirements standards and all plants
are included on the Revised Approved Plant List contained in the Design Guidelines.
16
The proposed wall or iron work to match the existing developer retaining wall in material, style aid 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 "F" in the Designs Guidelines. (Block Wall Design).
X
19
When work is completed, please submit Notice of Completion form attached!
20
Make sure rear yard property line pins (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/plans.
X
23
See notes on plass (if any)
X
24
1 An independent irrigation controller must be used for the rear yard, it cannot be tied into the front yard.
Notes AYAIAII/0' 764W OV— 6X06-60 ILAeAe-11—
r
HAASSOCIATIONSUrilogy at La WntalARCHITECTURAUORC Fo"ns\Condigons of Approval
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
(951) 741-2107
May 7, 2009. 1 `
Building Official
Local Authority Having- Jurisdiction
RE: Duralum Products, Inc. Patio Covers Design Parameters
This letter affirms that the Duralum Products, Inc. patio covers, installed at the site
address noted below, with solid roof panels or lattice purlins, as'cited in the attached
standard plans identified as Job No. GF07-0674 and containing my professional
engineers stamp and signature, comply with the roof live, snow, wind and seismic
loading requirements cited in the 2006 International Building Code, 2006
International Residential Code, 2007 California Building Code, ASCE/SEI 7-05
(Minimum Design Loads for Buildings and Other Structures) and the 2000 and 2005
Aluminum Design Manual, ADM=01 and ADM -05.
The standard plans accompanying this letter must properly identify all site-specific
information necessary for plan submittal to the local authority having jurisdiction by
highlighting those structural framing member sizes and details relevant to the patio
cover's construction at the address noted below. All work relevant to the construction
of the approved patio cover must be in accordance with the attached standard plans
as approved by the local authority having jurisdiction.
Please contact meat (951) 74172107 or at ticampbell(aD.charter.net.should you.
require additional information. E
Sincerely,
03
LU ~ Ro.3 r'
Exp. 3J
Tom Campbell, PE C IV.
OFL,
ALIF®�
Site Information
Owner's Name 115"Art K I
Address ��(� Ll V/ JJ &-
City/Town
n
State
Bin #
Permit # �Q I
Project Address.`
City of "La Quints
Building a Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 -"(76'0) 777-7012
-Building Permit Application and Tracking Sheet
E Owner's Name:
iL
A: P. Number:
Address:
�.
Legal.Description: '
Contractor:
Address: d oco
.City, ST, Zip:
t �i'2ZS3 .
Telephone:
Project Description:
City, ST, Zip: L /, U Iw V
g Z Z q f'•
Telephone(iC) - %'77 -OGS-0f
State Lic..# :
_ .
=zx
City Lic. #: 32151r.L.*#A"
n 1/1 �o
Arch., Engr., Designer:
Address:
.City, ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person:
1y
`' ; y ,
Construction.Typ is Occupancy: .
Project type (circle, one): New Add, n' -Alter Repair Demo
Sq. FL:
#Stories:
#Unit:
Telephone # of Contact Person:
Estimated:Value of Project:
APPLICANT: DO NOT WRITE. BELOW THIS LINE
#
Submittal
Req'd -
Reed
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
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading. plan'
rd 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 correctionsfissue
V
Developer Impact Fee
Planning Approval
Called Contact Person
_
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
or
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
w
GENERAL NOTES:
NING CODES:
!DESIGWCOMPLIES. WITWTHE 2006 INTERNATIONAC BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA'SUILDING CODE.-
EISEI-7-OS-MINIMUM-DESIGN_IOADS FOR BU_ILDINGS_AND_OTHER-STRUCTURES-AND THE-2000-&-2005-ALUMINUM-MANUAL _ADM_1-00 & 1-05, RESPECTIVELY?
l
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. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH CBC & IBC APPENDIX I OR IRC APPENDIX H.
B. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
9. AN ATTACHED PATIO 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 TO A MAXIMUM COLUMN LOAD OF 750 POUNDS.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
DESIGN CONSIDERATIONS:
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET.
16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7, SECTION 6.5.7.1.
19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS
"OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR
WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
21. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P,
FT), SHALL NOT BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
22. 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.
23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
24. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 150 PSF/FT x 1.23 PER
TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d).
25. EMBEDDED STEEL MENBERS 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.
26. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS
SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE
REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ
STAINLESS STEEL ([CC -ES ESR -1917 FOR CONCRETE OR ICC -ES ESR -1365 FOR MASONRY) OR APPROVED EQUAL.
28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976
OR APPROVED EQUAL.
30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL PATIO COVERS ONLY.
31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED.
32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANCE WITH ICC -ES AC358 ACCEPTANCE CRITERIA.
�! �I11 I I rJ1 0,39
:- lr
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I
AND IRC APPEW-;X H.
w
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. '
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
(SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2.
13. COMMERCIAL APPLICATIONS - CBC & IBC CHAPTER 16.
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES BAND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
NU I t5: ALL L:UIVII-'UINtIN
1 J MMr- IIN I cM%,Fl/r+rvl2Cr\DLc
UIVLCQJ v I I Iuwv Lam, I -.
PATIO COVER SYSTEM BY:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
10, 20 & 30 psf
INC.MFG.
DURALUM PRODUCTS, IN
DATE: 5/0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
GENERAL NOTES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95825 SHEET 1 OF 30 I
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AO 100x110 MPH
lA1R1 AF9-7191 PAY Af81-151A ealac(nlA, vaWm mm
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"G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN L
TTICE STRUCTURE
TYPE
TOM CAMPBELL' 8 ASSOCIATES, INC.
LIVE LOAD -
OPEN LATTICE 10, za a 3D pst
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS. INC.
DRAWN BY: K.K.
DATE: 51052009
'
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES' HORIZ. UNND =
8269 ALPINE AVE:, SACRAMENTO, CA 95826
SHEET 3 OF 30
SCALE: NONE
RANCHO CucnMONGA, CA (B51) 741-2107
90.1008110 MPH
/Q191 dF7-7n71 FAX d11.'_irlQ.
c ai—nd--him rnm
REVISED BY, K K. 8 D P.
"
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
ATTACHMENT CHANNEL
SEE DETAIL -
SEE DETAIL FOR SPLICE -
SQ. POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12'
FOOTING WHERE REQUIRED _/
SEE SCHEDULE FOR FOOTING CUBE SIZE
"Am
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SOLID PANEL TYPES
POST AND A END BAYS"
NOTE: EACH COMPONENT IS
CHANGEABLE WITH ANY OTh
COMPONTENT UNLESS OTHI
, Exp T`
OFSTRUCTURCIVIL
( MAY NOT BE ENCIOSEp )
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE -
SQ. POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12'
ATTACHMENT CHANNEL
SEE DETAILS -.
MIN. 0.25" SLOPE PER FT.
TING WHERE REQUIRED -1
SCHEDULE FOR FOOTING CUBE SIZE
MAY 0 6 2009
( ALUMINUM
ROOF PANEL MIN. 0.25" SLOPE PER FT
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
J
-' EKE VgRrES
(41A y N� OSEO )
SEE DETAIL FOR SPLICE _ III SEE DETAIL FOR SPLICE pOST OPTIONAL: CANTILE
ppS OPTIONAL: CANTILEVER BEAM
S SpgC/ SEE SCHEDULE FOR
SQ. POSTS, SIZE VARIES SEE SCHEpC SES SE POST SCHEDOLE FORSPACIN = SQ. POSTS, SIZE VARIES EE SCHEpU«S 0 H PTST SPACING
O.H. 3 1/2" SLAB Z25% OOT T Ex
31/2"SLAB ALTERNATE: zS OOFOExCE MAY BE USED ALTERNATE: FSp CEEp
MAY BE USED SPAN ED 2 TO CONSTRAIN SINGLE POST
TO CONSTRAIN SINGLE POST FOOTING, SEE SEE SCHEDULE
FOOTING, SEE SEE SCHEDULE NOTE O SPLICE A THIS
NOTE O SPLICE AT THIS SCHEDULE POST DAT END B�YS.
SCHEDULE
POST DAT END BAYS.
FOOTING WHERE REQUIRED ��NOTE:
[�/ FOOTING WHERE REQUIREDSEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZENOTE: EACH COMPONENT IS INTER1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
1/2 x 9" STEEL ROD EACH COMPONENT IS INTER- COMPONTENT UNLESS OTHERWISE SHOWN.
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
PATIO COVER SYSTEM AS MFG. BY:
LIVE LOAD =
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLID PANEL 10, 20 & 30 psf DURALUM PRODUCTS, INC.
DATE: 510512009COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET 2 OF 30
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 90. 100 & 110 MPH 1C1fi% A.17-7n";:A)(emi-is+o jREVISED BY, K K & D P
OSURE B Q. C
RA,F;i E - - SANS FOR OPEN LATTICE COMMERCIAL-&{P-�A'T�IOS 90/1 M
00/110 PH EXP
/ , P/ �{ �p y6.5" Iff�y��" y� I 3 6.
,I 3,1 ((tjS � Q'17 -MAX.—
�MAX.yI 2., If _
J u
024"�lJ / .042.. `
—�- 032" < O f62c a 024"
" -.042 �` —� ~.032" ALUM. ALLOY 3004-H36
ALUM. ALLOY 3004-H36 i� 1 �•— IO• 3y98 ' OR EQUAL
OR EQUAL' . Ind J// O -
,\ Exp. 3 -
1t 1 ALUM. ALLOY 3004-H36
SEE NOTE BE LOW �� C )L OR EQUAL SEE NOTE BELOW
30 24 11
16" 18'-6"
.032
24"
- �C 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.
• --- PROJECTION—
SPAN
O.H. I -
TABLE - CLEAR SPAN (FT.)
!
-2 x 6 112 RAFTER
c
m 8 190, 100 & 110 MPH'
o EXPOSURE B& CL
— -
DBL. 2 x 6 1/2'�RAF'TER
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
10
.024
16" 14' 14'11.
24" 12,_2„
032.
k+s
16" 20._1., 1
�24 16,_5,,, ,S
.042
16" 24'-10"
24" 20,_3„
"T'
(IN.)
20
.024
16" 10'-.10"
24" 8'-10"
.032
16" 14,_7,
24" • 11,_11.,
.042
3 4 4
24„ 14,_8,.
t0
.30
.024
16" 9'-8"
24" T-11"
.032
16" 13'-1"
24" 10,_8„
.042
16" 16,_2„
24" 13,_7,
30 24 11
16" 18'-6"
.032
24"
- �C 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.
• --- PROJECTION—
SPAN
O.H. I -
TABLE - CLEAR SPAN (FT.)
!
WIDTH
— -
DBL. 2 x 6 1/2'�RAF'TER
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
m
_ 'E
coo
N o
3 x 8" RAFTER'
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 20 & 30 psf
--(PSF)
(IN.)
(00'&`110—M PH
L.L.=
(PSF)
"T'
(IN.)
90 & 100 MPH
110 MPH
17
N o EXPOSURE B & C
EXP. B & C.
EXP. BFEXP.0.024
21.
0
3 4 4
16 21,_1„042
t0
7
16'
28.5
28.5„10
9
10
10
11
24" 17,_2„
24"
23,_2.,
23'-2"
8
8 9
9
10
10
11,
11 _-
12
2'
5 6"' 6
7 7
8 8
9
9 10
10
.032
11
12
12
13
3'
— 7 7
8 8
9 9
24" 23,_3..
10 11
11
12
12
13
13
14
4'
— — —
9 9
10 10
11
20
.024
16„ 15,_3„
13
20
_.
.042
16"
20'-6"
20,_6„
20,_6„
_
24" 12.5„
24"
16' 9"
16,_9"
16,_9,•
15
16„ 20,_7„
16
.
.032
,
24"
.024
16" 13.9„
042
16"
18.6
18.6„
18,_6„
,
24"
15,_1.,
30 24 11
16" 18'-6"
.032
24"
- �C 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.
• --- PROJECTION—
SPAN
O.H. I -
TABLE - CLEAR SPAN (FT.)
• r '
17 -
h
TRIBUTARY TRIBUTARY= -
r'
WIDTH r 1/2 SPAN +O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EOUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY
WIDTH
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 20 & 30 psf
O.H.
6 7 8
9 10,
11 12
13
14 15
16
17
18
19
20
21.
0
3 4 4
5 5
6 6'
7
7 8
8
9
9
10
10
11
1'
4 5 5
6 6
7 7
8
8 9
9
10
10
11,
11 _-
12
2'
5 6"' 6
7 7
8 8
9
9 10
10
11
11
12
12
13
3'
— 7 7
8 8
9 9
10
10 11
11
12
12
13
13
14
4'
— — —
9 9
10 10
11
11 12
12
13
13
14
14
15
5'
— —
— —
11 11
12
12 13
13
14
14
15
.15
16
• r '
17 -
h
TRIBUTARY TRIBUTARY= -
r'
WIDTH r 1/2 SPAN +O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EOUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 20 & 30 psf
DURALUM PRODUCTS, INC.
,
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
RAFTER SPANS
HORIZ. NAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 7 OF 30
REVISED BY: K K & D P
90. 100 & 110 MPH
/Ptat a57.7n77 FAX anA-tFt9 ealnJnlAnne+m mm
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C
P SAY U 6 H09
Jt
`c a m
za° � No. 17948 r m
24" TRI -"V" PAN r Exp.
L.L.= PSF 90 -MPH 100 -MPH 110 -MPH S1 G`�V�` �P
10 #14 S.M.S. #14 S.M.S. #14 S.M.S.
20 #14 S.M.S. #14 S.M.S. #14 S.M.S.
30 #14 S.M.S. #14 S.M.S. #14 S.M.S.
-IL x 3 l/L vv rF11VCL_
L.L.= PSF
90- MPH
100- MPH
110- MPH
10
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
20
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
30
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
0" 18 00"
L.L.= PSF
90- MPH
100- MPH
110- MPH
10
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
20
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
30
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
6" / 8"x2 1/2" FLAT PAN W/.(2) -V'S
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES. INC.
LIVE LOAD =
0 8 30 psl
10, 2.",30
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
DATE: SIOSI2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL FASTENERS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 6 OF 30
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741 -NEI
90. 1008110 MPH
rc�at e.a')-7n» anx dmv;ia �amu�trt iralum mm
REVISED BY, K K R D P
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36 1.50" WALL FASTENERS
06 SEE TABLE
1.50' I I I I .25"R
o WALL
of FASTENERS
175 � O
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET. \c
ALUM. PANEL 2x OR /
3x ALUM. RAFTER I
FASCIA BOARD'
ALLOWABLE PROJ.
SEE TABLE BELOW
1
.281"
ALUM.ALLOY
L f 6063 -T6063 -T6
.060" 11 1 500" 1 B
EXTRUDED HANGER CHI NEL
EXIST. EAVES, RAFTER
EXISTING EAVE
OVERHANG
EXISTING EAVE CONNECTION l 2
#14 SMS @ PANEL
LOCKS OR #8 SMS
I
AT EA. CONTACT
AT 2x FASCIA
N
WALL FASTENERS
16" O.C. CELL AT FASTENER) OR CONC.
SEE TABLE
LL=10 LL=20
E=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
CONTINUOUS A- RAIL
OCCURS)
ROOF PANEL
Bor0 E E E J J K
(WHERE
BorC BorD
APPROVED 3" OR 4"
ALUM.ALLOY
ROOF PANEL
�
6063-T6
#14 SMS @ EA. CONTACT
W
2"x6" FULL OR
2"x8" NOTCHED
WALL CONNECTION
'J=3/8" 0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE-
O
ALUM.ALLOY
6063-T6
I.R. HANGER
2.740"
T=.060"
I
ALLOWABLE DECK / RAFTER SPAN
AT 2x FASCIA
N
WALL FASTENERS
16" O.C. CELL AT FASTENER) OR CONC.
SEE TABLE
LL=10 LL=20
E=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
O
A BorD
Bor0 E E E J J K
13,_10,
BorC BorD
APPROVED 3" OR 4"
ka
ROOF PANEL
�
IINSUL.
DESCRIPTION OF LAG SCREW
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
ALLOWABLE DECK / RAFTER SPAN
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
W/ SIMPSON A35
16" O.C. CELL AT FASTENER) OR CONC.
LWIND
LL=10 LL=20
E=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
O.C.
A BorD
Bor0 E E E J J K
13,_10,
BorC BorD
BorD E E E J J K
110
D BorD
BorD E E E J J K
5,_6„ �
DESCRIPTION OF LAG SCREW
(SEE NOTE BELOW)
2"x6" FULL OR
2"x8" NOTCHED
A=3/8" 0 x 1 1/2" @ 12" O.C.
'J=3/8" 0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE-
zz
B=3/8"O x 1 1/2" @ 8" O.C.
'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
wQ
C=7/16"0 x 1 1/2" @ 10" O.C.
HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
u)wo—
D=7/16"O x 1 1/2" @ 12" O.C.
16'-9"
t �
LLE5
E=3/8" 0 x 4" @ EACH STUD
F=7/16" 0 x 4" @ EACH STUD
EXIST. RAFTER
DRAWN BY: K.K.
DATE: 5/05/2009
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2" x 4"16"
FULL OR
2„ x 4"
FULL
O.C.
V-6"
16.8„
13,_10,
9'-3"
2'-0" 11'-8" 8'-8"
5'-10"
24" O.C.
1'-6" 101_81, 8'-3"
5,_6„ �
2'-0" 7'-0" 4'-6"
3'-0" %
2"x6" FULL OR
2"x8" NOTCHED
24" O.C.
2'-0"
17'-6"
14'-0"
9'-6" r
/
2"x8" FULL
24" O.C.
Z-0"
29.3"
25'-0"
16'-9"
t �
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD)
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4,
RESPECTIVELY
1 1 /220#/30# L. L.=(2)# 14 -SMS
U -BRACKET
_ 73/4' OR 1 1/2"
I I 2" x 6 1/2" OR
1 5" MIN. 3" x 8" ALUM. <
RAFTER
I
3/4" OR 1 1/2"
EXISTING WOOD STUD FRAMING
E2_EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10II
2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=2C
(2 IINTO
EXISTTING WOOD -STUD)
RAFTER TO
WALL CONNECTION O3
psf
-_l
C7
11J
4 SMS T&[3
AT 12" O.C.
1AY 0 G 7009 v
SIDE
_A. SIDE 3/16"
8., 0 STEEL
'`\\\V 0 1/4"0 HOLES,TYP.
0 NOTE: PROVIDE WATER
g' O PROTECTION, METAL FLASHING
O CAUCK JOINTS AND SLOPE
O TO DRAIN
TYPICAL BRACKET AT EVERY 2x
1 1/4"
\ FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
EAVELENGTH
„L., \
12" W.S.
NOTE: PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL
OBRACKET CONNECTION
'x6 OR 2x8 LEDGER
Qf
NOTE:BRACKET
MAY BE MOUNTED
BELOW RAFTER W/
SAME CONNECTION'S.
DRAWN BY: K.K.
DATE: 5/05/2009
TOM CAMPBELL & ASSOCIATES, INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
AND BRACKET
LIVE LOAD = ..
10. 20 & 30 psf
HORIZ. WIND =
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741.2107
ATTACHMENTS
90. 100 & 110 MPH
MAI es7-7mi Fnx Ana-tVl9 SHEET 8 OF 30
REVISED BY K K 8 D P
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
= t.
3"---j— 2"1 I 3.00" SQ. �I 3.00" SQ. If G =3" O.xt=.laa„
3.00"SQ. 024" #10 SMS I~
- 032" @24"O.C, I �1.00�� O H =3"SO.xt=.250,
EA. SIDE / I
J o
075"=4"SQ.xt=.18811
6.5" 3" O n
.032"11 K=5"SO.xt=.188"
`ALUM. L 1 TYP. .040" ALUM.
032" .048"STEEL
O O 3.0",4.0" OR 5.0"
28"
B 5/8" PLASTIC PLUG .
3" SQ. ALUM. POST 3" SQ. ALUM. POST O 3 a A S MAG POST SQUARE
WITH SIDE PLATES D AL M. 3004-H36 3" SQ. ALUM. POST STEEL POST
ALUM. ALLOY 3004-H36 3" SQ. STEEL POST ASTM A36 GRADE 40
ALUM. ALLOY 3004-H36 ASTM A653 RAD 40 ALUM. ALLOY 6063-T6
ALUM. ALLOY 3.00" OR "
2.40"__,---ry
6063-T5 �� 2.40" 21 f 1
1.375"
75"
q 7/16"OHOLE
ASTM GRADE 36 STEEL
2 FLANGES
2 1/8" APART
o/ 75" .75" BASE FLARES
157 TO 3"VVI DE EA.
1 .60"TYP _ __ _ SIDE OF FLANGES
1.50 USE FOR 3" 1�
INSTALL WASH. PLATE Qgn. TYP. POST ONLY 5.50"
1%" x 5/16" x 5Yz" WHEN USING �. 1-7/16"0 HOLE
IN 110 MPH WIND AREA 2- 5/16"O HOLES &TYPBEA�SIDE
.090" BRACKET FOR 3" POSTS
ALUM "T" BRACKET STEEL "T" BRACKET 5
T=.060" TYP
�3 -3/8" LAG SCREWS OR MAY o 6 2009
43-1/4" LAG SCREWS
T- J /7 S" OGAIC IAIT(1 GD CTI Ifll iP
J
f' -
Ln
X
W
ALUM. ALLOY
6063-T5
"H" BRACKET
3" x 8" ALUM. RAFT. BRACKET ---I
3" x 8" ALUM. HEADER-
HEADER BRACKET
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/0512009COMMERCIAL
AND RESIDENTIAL STRUCTURAL ENGINEERIN
G6
COLUMN /
10. 20 & 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA• CA (951) 741-2107
POST TYPES
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 9582
REVIRED BY* K K & D P
90. 100 & 110 MPH
Ip1A1 eca7ml PAY 4mi.rip
SHEET 9 OF 30
BEAM TO ,POST CONNECTION DETAILS
OPTIONAL DECORATIVE FASCIA. + c 3" X 8" X �.042� BEAM, ''• - ' - " -
(WOOD. ALUM. OR HARDBORD ). -, - -
3" SQ. STEEL OR t _ • 2)-#14 S.M.S. EA. SIDE (4}TOT.
' MAG BEAM. `
- .. _ I .. #14 S.M.S. TOP & BOTT. (2) -TOT.
2-414 x 1/2" S.M.S. EACH SIDE OF 3"' #14 x 1/2" S.M:S. TOP
SQ. POST (4 -TOTAL) • s & BOTT. (2) -TOT. - 1 1/4"
ALTERNATE: 1/4"0 BOLT W/ WASHER - _ -
. - EA. SIDE OF 3" SO. POST �.• - _ J '� .,.r• ..
ROOF PANEL 4°
5 - - -t- •+ --- --- - -
+ ROLLFORMEDOR
-EXTRUDEDGUTTER s ALUM. BRACKET j�
.75 i od 150.•I (4)-#14 SDS @ EA. SIDE FASCIA -
+y I TOP & BOTT. TOT. -16 #14 S.M.s. @12"0. C.
3'• SO. POST2..
.. _ - .' • , V-011
'
2.35" I r �,.
6 1/2"x2"x ' r
- 1
'
•..024"RAFTER °
2-#14 x-1/2' S.M.S. EACH SIDE OF 3", .. • _ ' - I .. t ••� - ..1, - - M,.w . f
SQ. POST (4 -TOTAL)
- ALTERNATE:11406OLTW/WASHER _ , "TAIL" TO GUTTER 5
RAFTER
EA. SIDE OF 3•• SO. POST •t - - `
3" X 3" ALUM. OR _
• STEEL POST
300"• 3• SO. POST, I v r �• " _ f - .• , 1 •-}�- ,• • 3.125" FOR 3 x RAFTER • .
OR.24a _ ". _ 2.125" FOR 2 x RAFTER
'
-H - BRACKET TO POST -
GUTTER FASCIA
MAG BEAM 3" SO. POST
3"SQ. STL. BEAM - , 1 ,ALUM. ALLOY 3003-H24 -• ALU' M ALS LOY 003=H24y `
f• i • t = .040" a. 6063-T6
1.50 1.50' 1 1/2" • t = .040" 3004-H36 ALUM.
28", 3,1 2", 28 2 I —
{.,
.018% Y' _—.01 8" -
(4) - #14 x 3/4" TEK SCREWS
_' • r P BRACKET TO RAFTER'
O V'
' t 2"x3" LATTICE TUBE 1 1 1(2" SQ�OR P2
_ -�1/2" MIN.- ,
' E2:LATTIC_ E TUBES I
z O
R'
ESS6pN Kiri l 0 �11t�'J` - _ o
C#8 x 2 "SMS, 2 1/2" - . s• C ry� ,
— — — OR 3 1/2", TYP. O
Q`J q
1 tit" OR 2" SQ. OR 2"x3" LATTICE �� �• ��
— @ 3"O.C. MIN. UP TO 7"O.C. MAX. Z AL1 ' 2.750"
— —
w No 7948 m
—RAFTER _ Exp 3 L (4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
LATTICE
TUBE TO RAFTER. jjj BRACKET TO BEAM
T
CI0- •' •
"U" BRACKET -RAFTER TO BEAM 8
_DRAWN BY: K.K. TOM -CAMPBELL &'ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
6EAM O POST ' 10, 20 & 30 psl DURALUM PRODUCTS, INC.
_ DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT
.SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826
REVISED BY; K.K R D P 90. 100 & 110 MPH,. ralai esa�ml FAY em.lalc calo.rAln�.=lum rnm SHEET 13 OF 30
SPLICE DETAILS
SIMPLE SPLICE
FULL MOMENT
I I
I I
#10SMS II #12 S.M.S. II
fe TOT. TYP. THICKNESS = .035 (24 TOT TYP. THICKN TOSS = .035"
6.38" I I
I I
+ II + + tt t t �� t t tt
I I
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUOFn OR 6063-T5 FOR EXTRUDED mE----I
NOTE: USE SIMPLE SPLICE ONLY NOTE:C END BAYSR 1 NOTCH I -BEAM FLANGE
IN ALTERNATE INTERIOR BAYS LOCATION EXCEPT I I AS NEEDED TO CLEAR
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SO.POST,CONNECTWEB
(6061-T6) ALTERNATE I TO POST W/(2)-1/2"0
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. n1 L. C -BEAM THRU-BOLTS
3" I TOTAL= (8)-1/2"0 BOLTS !`'ih 0 C 1 � 3 POST
1F
...........................................
............................................................_.................... $D.
1.00"
p�ESS/p
o j_E) 0 o S Cq��'�� BEAM TO POST CONN.
2.1 C
SPLICE WHERE 4i� �^' 1T
OCCURS _ _.070" o o w No. 7948
TYP.EKp
...................................................................................................................................... PA CI 11-
#12 METAL BACKED,
BEAM TO POST DETAILS
(2)#10 S.M.S.@ EA.
VALLEY.TY
ALU Y
so63-76 I '
3 -Ts 16" 1"
4" I -BEAM 3'-0"
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED
SPLICE WH
OCCU
ALUM. ALLOY
6063-T6
7" I -BEAM
MOMENT C -SPLICE
NEOPRENE WASHERED
TEK SCREWS @ 8"O.C.
AX. STAGGER IN BEAM
FLANGE
ROOF PANEL
4"x3" ALUM. "I" BM. OR (4)-1/4"0 M.B. BEAM
7"x4" ALUM. "I" BM. TO BRACKET
2- 3/8"0 M.B. THRU STL. "T'
BRACKET TO POST.
Ii it
POST, SEE SCHEDULE
ALTERNATE BEAM TO POST CONN.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
RAL NGIN
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA 1 07
SPLICE DETAILS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 12 OF 30
REVISED BY' K K ROP
90. 100 & 110 MPH
fQ1A%de7.7m1 Pox AnR-1P1Q. calocArb—l"m rnm