PAT (09-1192)Date: '11/18/09
Application Number: 09-00001192 Owner:
rJ ��
Property Address: 60955 LIVING STONE DR
09-1195
FRED REILLY 4 O
APN: 764-270-999-39 --30023.4 60955 LIVING STONE E
App
Property Zoning: description: COVER -
DENSITYRES
PATIO EAL LA ,QUINTA, CA 9225 V
Application valuation: 1436
Contractor:
Applicant: Architect or Engineer: .LA QUINTA PATIO COMPANYcRT��
40133 CALLE LAMA ENTRADA
BERMUDA DUNES, CA 92203
(760)863-4335
Lic. No.: 4493.79
LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION
hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of Division 3 of the Business d Professionals e, and my License is in full force and effect._ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License Class: C51 ' e se No.: 44 93 7 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
/ issued.
ta: tractor. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
T- Code, for the performance of the work for which this permit is issued. My workers' compensation
OWNER -BUILDER DECLA ION insurance carrier and 'policy number are:
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier SOUTHERN INS Policy Number WSII002541901 -
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to_ I certify that, in the performance of. the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the - person in any manner so as to become subject to the workers' compensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should bec ^ subject to the kers' compensati provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or AO,! f the Labor Code, �Ahwith
cw th rovi '
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): ate:VY /licant:
1 _ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is norintended or offered for sale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE' TO SECURE WORKERS' COM ENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' StateLicenseLaw does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. -
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.). -
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044,. Business and Profession's 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 contractors) licensed
pursuant to the Contractors' State License Law.).
(_ 1 1 am exempt under Sec. , BAP.C. for this reason -
Date: Owner:
CONSTRUCTION LENDING AGENCY -
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.)•
Lender's Name:
Lender's Address: -
LQPERMIT
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 andemployeesfor 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, an er 'authorize representative
of thi oun y to nter upon the above-mentioned proper ty ction
ate:�i ature (Applicant or Agentl:
Application Number . . 09-00001192
Permit PATIO COVER PERMIT
Additional desc .
Permit Fee 35.00 Plan Check Fee
22.75
Issue Date Valuation
1436
Expiration Date 5/17/10
Qty- Unit Charge Per
Extension
BASE FEE
15.00
10:00 _2.0000 HND BLDG 501-2,000
20.00
Special Notes and Comments
108 S.F. ALUMAWOOD LATTICE SHADE
STRUCTURE AT REAR OF SFD. 2007 CODES
r------------------------------------------ 7 ---------------------------------
--------------------- -----------------------------------------------------
Other
Other Fees BLDG STDS ADMIN (SB1473)
1.00
STRONG -MOTION -(SMI) - RES
.50
Fee summary Charged Paid ..Credited
Due
Permit Fee Total 35.00 .00 .00
35.00
Plan'Check Total 22.75 .00 .00
22.75
Other Fee Total' `1.50 .00 .00
1.50 -
Grand Total 59.25 .00 ,.00
59.25
Bin #
City of La Quinta
Building a Safety Division
P.O. Box 1504, 78-495 Calle Tampico
Permit #
La Quinta, CA 92253 - (760) 777-7012
0�-
Building Permit Application and Tracking Sheet
Project Address: V2 s.� l Vri(16-STh AJ f� , Owner's Name: �'� G! �-�
Address: (� O y'SS /-I V /-U L'
A. P. Number:
City, ST, Zip: c i (.v"7' C-4
Legal Description:
Contractor: L uoi T-,Pr I [.D Telephone: %x-70 2
v�
Address: y0 - (3 3 ClOr LL f=- �-•O /VIA C-N rJLA-17A Project Description: Ll���4�OL� lTl G
City, ST, Zip: /U 1 O C- A-
q 72-;Z, O 3� -!� i`- ✓ CTv�-ice
Telephone: 7 6,9- S J q'Lo-q(3
State Lic. # : -q� 913 7
City Lic. #: 99 % ip S
Arch., Engr., Designer:
Address:
City, ST, Zip:
Construction Type: Occupancy:
Telephone:
Project type (circle one): New Add'n Alter Repair Demo
State Lic. #:
# Stories: #Units:
WOLF Sq. Ft.: ll��
Name of Contact Person:
13-71
Contact Person: '1(,O - 5 -74 — /0't3 Estimated Value of Project:
Telephone # of
APPLICANT: DO NOT WRITE BELOW THIS LINE
PERMIT FEES
TRACKING
# Submittal Req'd
Recd unt
. Item
1 ..Amount
Plan Check submitted
Plan Sets
Plan Check Deposit
Structural Calcs.
Reviewed, ready for corrections
Plan Check Balance
Called Contact Person
Truss Cates.
Construction
Euergy Calc-s-
Plans picked up
Mechanical
Plans resubmitted
Flood plain plan
2.4 Review, ready for corrcctions/issuc Electrical
Grading plan
Plumbing
Subcontactor List
Called Contact Person
S.M.1.
Plans picked up
Grant Deed
Grading
H.O.A. Approval
Plans resubmitted
Developer Impact Fee
''a Review, ready for corrections/issue
IN HOUSE:-
A.LI'.P.
Planning Approval
Called Contact Person
Date of permit issue
Pub Wks Appr
School Fees
Total Permit Fees
� y
Tr'ilogy
.Trilogy at La Quinta Maintenance Association
November 12, 2009
Frederick Stephen Reilly
60955 Living Stone Dr.
La Quinta, CA 92253
Property Address: 60955 Living Stone Drive
CONDITIONAL APPROVED
Dear Mr. Reilly:
We are pleased to inform you that your plans 'for installation 'of an attached patio cover, received on
i 1/06/2009, have been, approved by the Design Review Committee"per your submittal or with the following
condition(s): 1, 2, 3, 4, 5, 7, 8 and 19 (see attached copy).
This approval does not constitute consent by the Association for the applicant to encroach, trespass, or build
on any property other -than that of the applicant. This approval is, related solely to the items reserved for
approvalbythe CC&R's in accordance with the Architectural Guidelines..The. approval does not extend to the
quality of work done by your architect, or contractor, or to any structural�engineering, soils engineering, or site
grading and drainage design. You are urged to obtain the services of a state licensed professional for
consultation as needed.
The Design Review Committee is composed of volunteers. As such, it does not review applications to ensure
compliance with building codes, or other local or state laws. Please be advised that this approval does not
relieve you from obtaining any necessary building permits from the governmental agencies involved to ensure
compliance with these codes. Any violations of these ordinances will be your responsibility to correct. Thank
you for your patience in this matter and for complying with the Association's policies and standards.
Sincerely,
For th esign w Committee
Barry Sterett, OCAM, CMCA
Association Business Manager
Enclosures
cc: Board of Directors
Design Review Committee
Professionally Managed by Action Property Management, Inc.
60-750 Trilogy Parkway, La Quinta, CA 92253-7717
760-777-6059 800-400-2284 760-777-6097 fax
TRILOGY AT LA QUINTA H. 0.: Nle4
CONDIITTIIONNS OF APPROVAL y�C�
Property Address: Ubq� 'j vJrV� Iy�� Date Reviewed: II Lla �y
Conditions
Your plans have been approved, provided that you meet the items checked below and all work is consistent with the
of Approval
Design Guidelines dated April 20, 2005, contained in the TLQMA Handbook:
The patio cover material. must be Alumna wood or other- similar wood like construction. Roofing materials
1
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.
Any patio cover or awning to be installed and attached to the home must be installed in such a manner that.it-
X_
3
does not compromise the integrity of the water permeability of the home.
Due to the patio cover's size it must constructed with variable heights or must be constructed in two sections
4
with a separation in between
5
The size of the patio cover is limited* to the size of the proposed patio slab.
The proposed retractable awning may not be a striped awning. It must be a neutral color that blends with the
6
home. Please submit a sample of the fabric.
7
Obtain services of a state licensed professional for consultation.
Obtain necessary building peiznits from tfie city of La Quiiiia, meeting setback requirements per_citycode and
8
maintain the existing drainage.
9 .
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 the grass swale and be flush with the turf
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
12
and the noise from the equipment attenuated fro the adjacent property owners. Pool set backs are 6" for
hardsca a and I8" for water line.
13
The color of the proposed concrete is natural of a neutral tone.
Rear yard may not exceed 70% hardscape and must have a minimum of 30% softscape, measured from the rear
14
building face of wall to the side property lines.
Proposed planting meets with the Trilogy Rear Yard Minimum Planting Requirements standards and*all plants
15
are included on the Revised Approved Plant List contained in the Design Guidelines.
The proposed wall or iron work to match the existing developer retaining wall in material, style and color or
16
shall be the Frazee Paint color specified in the guidelines.
Replace block wall per Shea Homes standard block wall specification, if removing any portion of block wall to
17
gain access to rear or side yard (requires inspection of rebar before cap is installed).
18
Refer to Exhibit "F" in the Design 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 1AU
contractors must meet the Association representative prior to commencing construction.
22
Resubmit showing drainage flow/plans.
X
23 See
notes on plans (if any)
x
24 An
independent irrigation controller must be used for the rear yard, it cannot be tied into the front yard.
Notes
o! AMWOVA
Tom CAMPBELL & ASSOCIATES, INC..
Commercial and Residential structural Engineering
(951) 741=2107
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 Iriter national Building Code, 2006-
International
006International 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_O j 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, Ailwuorkrelevant to :the construction
of 'the approved patio cover must. be in accordance with the attached startelard. plan's
as approved by the local authority,having jurisdiction,
Please contact me at (951) 741-2107 or at ticampb.ell(@charter.net should you
require -additional information.
Sincerely,
f
Tom Campbell, PE
Site Information
Owner's Name
Address
City/Town
state
_ `_' •J=am'
- S'
74'-1 6
BACK YARD
PROPERTY LINE TYP.
CITY ®F LA QUINT T.
BUILDING & SAFETY
AP p ROV '
FOR CONSTRUCTION
DAT
fi /$'0 'BY IL
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING CODES:
1. SHE DESIGN COMPLIES -WITH -THE 2006-I NTERNATIONALBUIL-DING-n E, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE,
ASCE/SEI 7=05=MINIMUM-DESIGN_LOADS_FOR BUILDINGS A_ND_OTHER STRUCTURES AND THE 2000"8 2005'ALUMINUM MANUAL=ADM`1=00 & 1-05, RESPECTIVELY
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 VVITH 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.
8. 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 (HIP), 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 197E
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.
ninrcc. Ai 1 rnKADnKICKITc AOC INITFL]f 4IAAI( GARI F I IAII FCC /ITHFRI/UICF NnTF=n
Pal, {117.11li 1
CD
~ No. 379
Exp. 3r Il
Civil.
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I
AND IRC APPENDIX H.
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 B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
DURAL PRODUCTS, INC.
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
GENERAL NOTES
10, 20 8 30 ps(
HORIZ. WIND =
6289 ALPIN NE AVE., SACRAMENTO, CA 95826
SHEET 1 OF 30
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
A(1 t(1(1Rttf1 MPH
/AtR1 dF7_7f17t FDX df1A_1FtA caioelnlr4,ral.im rnm
REVISED BY: K K. 8 D P
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
0
MAX. PROD.
SEE SCHEDULE
' MAX. O.H. O.
? 25% OF SPAN
/o� RNc
pOSTsogCYq�yG
SEE SICHEE
.i T
L
LENGTH OF STRUCTURE VARIES
EACH COMPONENT IS INTER-
;EABLE WITH ANY OTHER
DNTENT UNLESS OTHERWISE SHOWN.
SOPEN LATTICE -TYPE PATIO COVER
• MAX. O.H. O.H
25% OF SPAN
HEIGHT
OPEN LATTICE TYPES
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE PROJ.
MAX,SEE SCHEDULE
MAY NOT BE ENCLOSED OR COVERED.
RAFTER. SEE TABLE
FOR SIZE
AND SPACING
\ 2S 11
T �� �OFpO s.• O.H.
STRH-25% 5% OX. OF SPAN '
R]
POST WITH SIDE-
PLATES SEE DETAIL
3 12- SLAB ATTACHMEN
MAY BE USED WHERE
PERMITTED./{
L' l SEE SCHEDULE / I
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING C
NOTE: THIS OPEN LATTICE-TYPIESTR
—y. NT SE ENCLOSED
1TTICE-STRUCTS
. u ~ _ No.
HEIGHT
LENGTH OF STRUCTURE VARIES
EACH COMPONENT IS INTER- I \
',EABLE WITH ANY OTHER
TENT UNLESS OTHERWISE SHOWN.
TYPE "F" ATTACHED Mi
IL9AY Q 10 2009
MAX. PROD.
SEE SCHEDULE
RAFTER. SEE TABLE
HEIGHT
ek/ST/NCB/�0j�c
III POST WITH SIDE-
PLATES SEE TAIL
3 1/2• SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
'rJ SEE SCHEDULE
FOOTING WHERE REQUIRED.
SEE SCHED. FOR FOOTING CUBE SIZE
_ATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
T MAY NOT BE ENCLOSED OR COVERED.
LENGTH OF STRUCTURE VARIES
�''9'VGi
IIII
r
O �F
IIjU
POST CROSS•SECTI
LENGTH OF STRUCTURE VARIES
H A
'
p0
SFF TSp
SEE POST DETAI
POST CR SS•SECTION,
POST DET L
' T'9B7FO/NV.
S�STSp
SEE
TyS(F�1c
.
MAY 12'BE
SLAB
NOTE: EACH COMPONENT IS INTER-
pos USED
MAY BE USED
MAY
CHANGEABLE WITH ANY OTHER
TO NSTRAIN
SFFT Sp1C/ �` FOOTTIING, SEE
�<F Nc
NOTE: EACH COMPONENT IS INTER-
POST
TO CONSTRAIN
FOOTING, SEE
COMPONTENT UNLESS OTHERWISE SHOWN.
SCHEDULE
WITH ANY OTHER
SFF T,CHANGEABLE gsAFC�I
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE REQUIRED
COMPON ENT UNLESS OTHERWISE SHOWN.
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
SCALE: NTS SEE SCHED. FOR FOOTING CUBE S1ZE
"G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE
TYPE
AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
OPEN LATTICE
uvE LOAD-
1D, 2D a 30 PsE
PATIO COVER SYSTEM
DURALUM PRODUCTS. INC.
FDATE:
510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES*
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF 30
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
9D.100 a 110 MPH
rR1R1 AF2-7n91 PAY An7-1F1R calec�ldnrab,m rnm
REVISED BY: K K. a D P.
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL -
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE -
SO. POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12' rC
FOOTING WHERE REQUIRED _/
SEE SCHEDULE FOR FOOTING CUBE SIZE
II A II
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
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
SOLID PANEL TYPES
POST ANDA END BAYS"
NOTE: EACH COMPONENT IS
CHANGEABLE WITH ANY OTh
COMPONTENT UNLESS OTHE
Exp. -T+`
CIVIL
(Mq y NOT BE ENCC OSED )
EESCHEpULES
SE SCHEDULE
POSTSPACINOR
O. H, NOT
ALTERNATE:
255'. OFg gkCEEO
SINGLE POST
SEE SCHEDULE
NOTE NO SPLICE AT THIS
11 POST AND AT END BAYS.
BEAM
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.
-`'nEOU S
ALTERNATE:
SINGLE POST
SEE SCHEDULE
TING WHERE REQUIRED -1
SCHEDULE FOR FOOTING CUBE SIZE
iMAY 0 6 2009
t r IIMII ATTA/�U= RA
ALUMINUM
ROOF PANEL MIN. 0.25" SLOPE PER FT.
EE SCHEDULE
FOR SPANS
SS
O.H SPF
"O.H." NOT TO EXCEED 25% SPAN
OF SPAN
SEE DETAIL FOR SPLICE
PDSTSP
SQ. POSTS, SIZE VARIES SEESCHEO Cf5
3 1/2" SLAB
MAY BE USED ALTERNATE:
TO CONSTRAIN SINGLE POST
FOOTING, SEE SEE SCHEDULE
SCHEDULE
THE A?�o CE T pAe F CRUCIV
ESSE H �viES
_ FNCCOSED
OPTIONAL: CANTILEVER
SEE SCHEDULE FOR
POST SPACING
?S;O`
PAIV
'NOTEUNO SPLICE AT THIS
POST AND AT END SAYS—
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
.V 'ry OF STRUCTURE VARIES
(MgyNOTBE
�CCOSED)
SEE SCHEDULE FOR
PII[ SPACING
H. NOT TO
OF SpITHIS
EXCEED
SPLICE
AT END B�YS.
L) a
=i
2 2
1,
FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
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 NOTE: EACH COMPONENT IS INTER- COMPONTENT UNLESS OTHERWISE SHOWN.
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE I'D" FREESTANDING MULTISPAN =CANTILEVER OPTION
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY.
DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10, 20 & 30 psf DURALUM PRODUCTS, INC.
SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 STRUCTURES HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 2 OF 30
90. 100 & 110 MPH Inial ea7-7noi cnx anziF+a calcc/ilr4 valnm �,.m
REVISED BY* K K A n P
t , 119/>,Y 0
oz4•• ,
032"
.042"
ALUM. ALLOY 3004-1-136
OR EQUAL
I
J-L`AT�TIGEC-OMME°RCIAL&`PATIOS 90/100/110 MPH EXPOSURE B & C
3 0...
801,
./yig I� MAX. 2" If_
.042"
O .024"
~,032" - ALUM. ALLOY 3004-H36
F— IVp 10. 3J9^48 _ OR EQUAL -
Exp �/ J O
'ALUM. ALLOY 3004-H36 � y•
Oa- OR EOUAL ' SEE NOTE BELOW I
m DBL. 2 x 6 1/2" RAFTER 3 x 8" RAFTER
c
L.L.= co"T'°� 90, 100 & 110 MPH L.L.= "T' n 90 & 100 MPH 110 MPH
(PSF) (IN.) m o EXPOSURE B& C (PSF) (IN.) m o EXP. B& C EXP. B EXP.0
16" 28'-5" 28'-5" 27'-8"
• • .024 16 21'-1" 042
24" 17'_2" 10 24" 23'-2" 23'-2" 22'-6" ~
10 ?
032
16" 28'-6"
. _
24" 23'_3"
16„ 15,_3„ 16" 20,_6„ 20,_6„ 20,_6„
024 .042
` 20 24" 12,_5„ 20 24„ 16,_9., 16,_9„ 16,_9„ -
16" 20'-7"
' .032
24" 16-10"
16" 13'-9' 16" 18,_6" 18,_6„ 18,_6" ,
.024 .042
30 24" 11'-2" 30 24" 15._1" 15,_1„
.032 16" 18,_6"
24" 15,_1„
* 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.
e
TRIBUTARY
CD 2 x 6 1/2" RAFTER
c
90, 100 & 110 MPH
-CL'. EXPOSURE B & C
L.L.=
(PSF)
(IN.)
(FT.)
` • •
1,0
X02`47
16" 14'-11"
�
032
16"20' 1"`�
24" 16,_5,.
.042
16" 24,_10"
24" 20,3„
.
20
.024
16" 101_101,
24" 8'-10"
.032
16" 14'-7"
24"
.042
16"
24" 1, 14,_8"
8 8 9-
30
.024
16" 9'-8"
24" 7'-11"
.032
9 9 10
24" 10.8„
rO416"
16'-2"
24" 13'-2"
I
J-L`AT�TIGEC-OMME°RCIAL&`PATIOS 90/100/110 MPH EXPOSURE B & C
3 0...
801,
./yig I� MAX. 2" If_
.042"
O .024"
~,032" - ALUM. ALLOY 3004-H36
F— IVp 10. 3J9^48 _ OR EQUAL -
Exp �/ J O
'ALUM. ALLOY 3004-H36 � y•
Oa- OR EOUAL ' SEE NOTE BELOW I
m DBL. 2 x 6 1/2" RAFTER 3 x 8" RAFTER
c
L.L.= co"T'°� 90, 100 & 110 MPH L.L.= "T' n 90 & 100 MPH 110 MPH
(PSF) (IN.) m o EXPOSURE B& C (PSF) (IN.) m o EXP. B& C EXP. B EXP.0
16" 28'-5" 28'-5" 27'-8"
• • .024 16 21'-1" 042
24" 17'_2" 10 24" 23'-2" 23'-2" 22'-6" ~
10 ?
032
16" 28'-6"
. _
24" 23'_3"
16„ 15,_3„ 16" 20,_6„ 20,_6„ 20,_6„
024 .042
` 20 24" 12,_5„ 20 24„ 16,_9., 16,_9„ 16,_9„ -
16" 20'-7"
' .032
24" 16-10"
16" 13'-9' 16" 18,_6" 18,_6„ 18,_6" ,
.024 .042
30 24" 11'-2" 30 24" 15._1" 15,_1„
.032 16" 18,_6"
24" 15,_1„
* 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.
e
t
h
TRIBUTARY TRIBUTARY=
WIDTH 112 SPAN +O.H.
r
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
• EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY
WIDTH
TABLE
CLEAR SPAN
(FT.)
0. 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
104 10 11
11' 12
12 13 13 14 14 15
5'
—
— —
11 11 12
12 1313
14 14 15 15 16
t
h
TRIBUTARY TRIBUTARY=
WIDTH 112 SPAN +O.H.
r
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
• EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN•BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
uvE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
-
10, 20 & 30 sI
P
DURALUM PRODUCTS, INC.
-
SCALE: NONE -
RANCHO CUCAMONGA, CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND =
8269"ALPINE AVE., SACRAMENTO, CA 95826 "
SHEET 7 OF 30
•
REVISED BY: K K & 0 P
- " -
90. 100 & 110 MPH
1A1R1 d59_TM7 FCX C(L'3_1F1A
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C
............ ............. ........................
24"
24" TRI -"V" PAN
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.
IL X J 1!L VV Frl%rrvL—L—
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
P',lNY 0 G 7009
rT
sA n -
I ,�P
civ /
LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. 10, 20 & 30 Pst DURALUM PRODUCTS, INC.
DATE: 5105/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826
SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 90. 100 8 110 MPH ro1a1 a.s'2.im1 cex enil5ia 'calcclnlrLirali�m SHEET 6 OF 30
REVISED BY K K R D.P
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
LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. 10, 20 & 30 Pst DURALUM PRODUCTS, INC.
DATE: 5105/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826
SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 90. 100 8 110 MPH ro1a1 a.s'2.im1 cex enil5ia 'calcclnlrLirali�m SHEET 6 OF 30
REVISED BY K K R D.P
HANGER CHANNELS AND MOUNTING BRACKETS
1.50"
ALUM. 3004-H36 .0601
150'
.01
N o -c(o 563" ,281"
_ ri
o m WALL
�' C'i cri FASTENERS ALUM.ALLOY
6063-T6
R .060" I 1500
�-�--f
ROLLFORMED HANGER EXTRUDED HANGER CHI NEL
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET.�c
ALUM. PANEL 2x OR
3x ALUM. RAFTER �
FASCIA BOARD
ALLOWABLE PROJ
CCC T.RI G RFI n1AJ
EXIST. EAVES, RAFTER
EXISTING EAVE—,_
EXISTING EAVE CONNECTION R2
WALL FASTENERS
SEE TABLE
.25"R
# SMS @PANEL
LOCKS OR #8 SMS
� \♦
AT EA. CONTACT
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
CELL AT FASTENER) OR CONC.
20rl'F' I
16" O.C.
CONTINUOUS A- RAIL
OCCURS)
ROOF PANEL
(WHERE
ALUM.ALLOY
)-#14x1
3)-#14xS
6063-T6
#14 SMS @ EA. CONTACT
W
WALL CONNECTION
R
ALUM.ALLOY
6063-T6
I.R. HANGER
2.740" I
T=.060" G'
N
WALL FASTENERS o
SEE TABLE O
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
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
O
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
CELL AT FASTENER) OR CONC.
W/ SIMPSON A35
16" O.C.
LIN
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
)-#14x1
3)-#14xS
A BorD
BorDE EE J J K
SPACING
BorC BorD
BorD E E E J J K
110
LDBorD
BOrD E E E J J K
T 12" O.C.
DESCRIPTION OF LAG SCREW
(SEE NOTE BELOW)
16,_8..
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'
ATTACHMENTS
O.C.
`K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
zz
B=3/8"O x 1 1/2" @ 8"
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
uj¢
C=7/16" 0 x 1 1/2" @ 10" O.C.
LU
cnNaL
D=7/16"O x 1 1/2" @ 12" O.C.
11_6.1
LL�
E=3/8" 0 x 4" @ EACH STUD
5,_6,.
F=7/16" 0 x 4" @ EACH STUD
24" O.C.
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
�20#/30#L.L�_(2)#14 'SMS -EA. --SIDE
O
ALLOWABLE DECK / RAFTER SPAN
EXIST. RAFTER
EACH 7116"0 x 3 -1/2" LG SCREWS L.L.=20AND30"Psf
_
DRAWN BY: K.K.
1 2" x 6 1/2" OR
)-#14x1
3)-#14xS
5" IN. 3" x 8" ALUM.
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
\ EXISTING WOOD STUD FRAMING
T 12" O.C.
SHEET 6 OF 30
16,_8..
13,_10"
ATTACHMENTS
90. 100 & 110 MPH
2" x 4"
FULL OR
16" O.C.
2'-0"
111-81,8•_g••
5'- 10"
O BRACKET CONNECTION BELOW RAFTER W/
11_6.1
10,_8..
8,_3..
5,_6,.
2" x 4"
FULL
24" O.C.
2._0"
7,-0"
4'-6"
3._0„
2"x6" FULL OR
24" O.C.
2'-0"
17'-6"
14'-0"
9'-6"
2"x8" NOTCHED
2"x8" FULL
24" O.C.
2'-0"
29'-3"
25,_0"
16._9,.
rI
r�
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
�20#/30#L.L�_(2)#14 'SMS -EA. --SIDE
O
U -BRACKET•
3/4 OR 1 1/2"
EACH 7116"0 x 3 -1/2" LG SCREWS L.L.=20AND30"Psf
_
DRAWN BY: K.K.
1 2" x 6 1/2" OR
)-#14x1
3)-#14xS
5" IN. 3" x 8" ALUM.
INSUL. ROo
RAFTER
I
_ 1
EXISTING WOOD STUD)
/4" OR 11/2'____
\ EXISTING WOOD STUD FRAMING
No.,
,2 EACH 1/4"0 x 3-1/2" LAG SCREWS LL.=RAFTER
O
m
EACH 7116"0 x 3 -1/2" LG SCREWS L.L.=20AND30"Psf
DRAWN BY: K.K.
APPROVE98—
)-#14x1
3)-#14xS
jV
INSUL. ROo
PATIO COVER
EXISTING WOOD STUD)
SMS T&B
HORIZI WIND =
T 12" O.C.
Exp. S
''IAY 0 6 2009 v i
3/16"
B.. 0 STEEL
0 1/4"0 HOLES,TYP,
0 NOTE: PROVIDE WATER
g' o PROTECTION, METAL FLASHING
0 r1 CAUCK JOINTS AND SLOPE
0 I TO DRAIN
TYPICAL BRACKET AT EVERY 2x
\ FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
EAVE LENGTH _
I 2x6 OR 2,8 LEDGER
l
,2 EACH 1/4"0 x 3-1/2" LAG SCREWS LL.=RAFTER
3/2 4"
EACH 7116"0 x 3 -1/2" LG SCREWS L.L.=20AND30"Psf
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.
)-#14x1
3)-#14xS
'2" MIN. PENETRATION INTO
DURALUM PRODUCTS, INC.
PATIO COVER
EXISTING WOOD STUD)
AND BRACKET
HORIZI WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 6 OF 30
RAF,TER TO
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
ATTACHMENTS
90. 100 & 110 MPH
WACQNNECTI 'N'�R
NOTE: PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET
MAY BE MOUNTED
O BRACKET CONNECTION BELOW RAFTER W/
. SAME CONNECTION'S.
PATIO COVER SYSTEM'AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.
HANGER CHANNEL
LIVE LOAD=
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
HORIZI WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 6 OF 30
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
ATTACHMENTS
90. 100 & 110 MPH
r91R1 e527mi cnx nna_1519 calnclnlr4irwlum ��m
REVISED BY: K K & D P
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
= t.
`,,� - 3- 3.00" SQ. �I 3.00" SQ. I_— o PG =3" O.xt=.188"
3.00"SQ. r .024" #10 SMS 'j I~
.032" 24',&C. I—11.0cr- O H=3"SQ.xt=.250'
% EEA. SIDE b
11 NK
4"SQ.xt=.188.07c
=5"SQ.xt=.188"
ALUM I z •040" ALUM.
.032" .048"STEEL3.0" 4.0" OR 5.0"
5/�PLASIC-PLUG
3" SQ. ALUM. POSTS ,3" SQ._ ALUM. POST" A M. A AL UU4- 36 POST MAG POST SQUARE
WITH SIDE-PLATES OD 3" SQ. ALUM. POST STEEL POST
ALUM. ALLOY 3004-H36� _ALUM. ALLOY 3004-H36 3" SQ. STEEL POST ASTM A36 GRADE 40
ASTIM 653 GRADE 4n ALUM. ALLOY 6063-T6
ALUM. ALLOY 3.00° OR
6063-T5--'2.40"� -'
1.375" � 7/16"OH6LE
0
75"
0 %�i'� ASTM GRADE 36 STEEL
2 FLANGES
2 1/8" APART
o/ .75" .75" BASE FLARES
.15-0, fTO1.60" Typ-l:zz_ _ SDE OFDFLANGES
1.50 USE FOR 3" 1�
INSTAL"L'WASH PLAT 090" TYP. POST ONLY 5.50"
-1%8=.x.5/16'' x -5}z•• -WHEN USING Ill 1-7/16"0 HOLE
IN 110 MPH WIND AREA 2- 5/16"0 HOLES &TYPBEA. SI E
.090" BRACKET FOR 3" POSTS
ALUM "T" BRACKET STEEL "T" BRACKET 5
T=.060" TY P
�3 -3/8" LAG SCREWS OR ��aY o 6 7.0D9
4;-1/4" LAG SCREWS
3� ¢ (2.5" PENS. INTO EA. STUD)
Ln
ALUM. ALLOY
6063-T5
"H" BRACKET
3" x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5105/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN /
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY* K K R D P
RANCHO CUCAMONGA• CA (951) 741-2107
POST TYPES
HORIZ. WAND =
90. 100 8 110 MPH
8269 ALPINE AVE., SACRAMENTO. CA 95828
SHEET 9 OF 30
101A) d57.7n71 Fnx ARL1Fto w—s d—i un.v....
COLUMN/ POST. fTYPES�& S-U-OACE MOUNT AND EMBEDMENT DETAILS
ALUM."T"BRACKET USE WITH
i POST TYPE B.C,D, OR E. STEEL POST ONLY: .
STEEL.'T"BRACKET USE WITH i USE POST TYPE (3)-518"0 BOLTS
"T" BRACKET _
POST TYPE B,C,D.E.F.G,H.J OR K. - i F, G, H, J OR K FOR POST TYPE J -�
3°SQ. POST W/ 3"SO.POST ALUM.'T"BRACKET:
3' SQ. POST (2)-#12SMS EA. USE (2)-3/8"0 HILTI 4 5"
KWl OLTS OR EQUAL I I
SIDE OF POST OR I 112 DEPTH OF I I (2)-112"0 BOLTS 16"INSERT
STEEL"T"BRACKET: I I CONDITIONS 4 5"
1/4" M.B. THROUGH I I FOR ALL OTHER
POST SEE NOTES BELOW USE (2)-3/8"0 HILTI KWIK FOOTING OR X .188"
BOLTS OR EQUAL 12" MIN. EMBD. I I ASTM A3',
7N
(2)-3/8"0 HILTI "KWIK FOR
EMBEDMENT DEPTH I I STEEL
FOR KWIK BOLTS i ::;
BOLTS, OR EQUAL, EACH I T.O.C..
BRACKET TO SLAB.
MINIMUM. DISTANCE TO "S .BASE PLT.
EDGE OF SLAB = 2-1/2" d LL ASTM A572 STEEL
DETH . 3/16"
p,. SLAB SHALL BE IN a POURED,CONCRETE
+"'� • ' FOOTING SEE NOTE a
GOOD CONDITION .�- o 3" SO.
POST (STL.)
FOR'SIZE .8. • ' •' ,
3 1/2" MIN. SEE`FOOTIN- x9" LONG. 1"
SQUARE OR 4" SQ. POST (STL.)
SCHEDULE QUAR FROM END SEE FTGS, INSERT
OF POST SCHED.
EXISTING SLABO7 __3" SQ. POSTS TO CONC. FOOTING H� SQUARE POST EMBED. O PL.5/8'THK. -'
_ -- INTO FOOTING 1 112„ R" 1 1/2"
ATTACHED
ALTERNATE FTG
CUBE SIZE
SQ. 18" DEEP
' CUBE FTG.
18"
18" SQ.
12"
20"
21" SQ.
12"
22"
25" SQ.
16"
24"
28" SQ.
20"
26"
32" SQ.
23"
28"
35" SQ.
25"
30"
39" SQ.
28"
32"
43" SQ.
30"
34"
47" SQ.
32"
36"
51" SQ.
34"
38"
55" SQ.
37"
40"
60" SQ.
39"
42"
64" SQ.
41"
44"
69" SQ.
43"
CUBE FOOTING W/ 3 1/2" SLAB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS '
23" 8 24" CUBE
(2)-1/7'0
3 1/4"
25" - 30" CUBE
(4)-1/70
3 114"
31" - 34" CUBE
(4)5/8"O
4„
35" - 39" CUBE
(4)-3/4"0
4 3/4"
40" - 42" CUBE
(4)-3/4"0
4 314"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
NOTES: ' . '
1. DO NOT USE ALUM. "T"
BRACKET WITH 3X8 BM.
W/INSERT, MAG. BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE. 2" X
A" X 0'-5K" AT STEEL "T'
ORACKET.
3. POST TYPE F
DO NOT USE STEEL "T'
BRACKET W/7" I -BEAM.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
WELDED STEEL BASE PLATE_
BASE PLATE SCHEDULE
PLATE SIZE I MAYBE USED WITH POST TYPE, SEE SHT. 8
1 9" SQ. x 5/8" B, C, D, F, G• 8 H -
P,9"AY G 6 2009 FREESTANDING
BASEPLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE)
:E:S8:,o (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
C` e�, 9"x9"x 5/8" ` TEEL PER I.C.C. ESR -1917 OR EQUAL '
EMBEDMENT DEPTH
No. 37948 r ;�
Exp31L ]j L
DRAVVN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
E
IDATE::
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
1.COLUMN
10, 20 a 3o st
P
DURALUM PRODUCTS, INC.
NONE
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
REVISED BY: K K. 8 D P
90. 1005 1.10 MPH
/Q7R1-aSa�m1 PAX aAZtSlP <ata=nd��.=u a� mm
SHFFT 10 OF 30
H EAD E.R_BE_6 M-- T
1.52" .61" GUTTER EXT. CLIP
2.00" SPLICE WHERE
1.79' OCCURS —�
73 , 2.57" 4.6„
2.19" T_
2.08" 2'0 065.
TYP.
2.93"
.038" R.F. GUTTER 2.7"
FASCIA -ALUM. ALUM. ALLOY
ALLOY 3004-H36 O 6063-T6 O
6.5" ROLLFORMED 4.5" GUTTER
3„
SPLICE
WHERE 4"
OCCURS ^0.70,.
TYP.
ALUM.ALLOY
6063-T6 O
F
4" I -BEAM
L r. --
i
.042"
I
I 8
I
I
I I
ALUM. ALLOY 3004-H36 O
OR EQUAL
3 x 8 BEAM W/ STL. INSERT
ALUM.ALLOY
6063-T6
7" I -BEAM
0
3"
MAX. 3"
.042"
ALUM. ALLOY 3004-H36
OR EQUAL O
DBL. 3 x 8 BEAM
GUTTER EXT. CLIP
SPLICE WHERE
OCCURS
2I —III TYP
ALUM.ALLOY
6063-T6 O
MAG. GUTTER C
6.5,.
024"
.032"
.042"
ALUM. ALLOY 3004-H36 OR EQUAL
J
2 x 6 RAFTER
1, 25",
T=14 GA.
7.875 ASTM A653 GRADE 50
625"
2.875" ��T O
3 x 8 BEAM
STEELINSERT
SPLICE WHERE
OCCURS
ALUM. ALLOY
6063-T6
MAG BEAM
�I 3.00" SO. I�
" 3.0" �= -
3" 6.5"I
MAX. 2„
—� f—
.032" I
ALUM. ALLOY 3004-H36 OR EQUAL J
�11.00if
Z28'
am
ASTM A653 GRADE 40
OE
3" SO. STEEL BEAM
DBL. 2 x 6.5 BEAM
8.0"
1
ALUM. ALLOY 3004-H36
OR EQUAL
CK
�3 x 8`BEAM/_
ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
7" I -BEAM = 12"x 3 1/4" x 12 GA. STEE
No. 3 948
Exp'. !
14,
CIVIL
V/Zlnrnpl�Fo
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
BEAM TYPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
SHEET 11 OF 30
REVISED BY: K.K. 8 D.P
90. 100 & 110 MPH
/AIM As7aml FAX Am.lsiA c=Inc�lr4imlum enm
r
BEAM TO POST CONNECTION DETAILS
OPTIONAL DECORATIVE FASCIA
( WOOD, ALUM, OR HARDSORD) 3" X 8" x .042" BEAM,
3" SQ. STEEL OR 2)-#14 S.M.S. EA. SIDE (4) -TOT.
MAG BEAM. #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
S0. POST (4 -TOTAL & BOTT. (2) -TOT. 1 114
• ALTERNATE: 1/4"O OLT WI WASHER -
EA. SIDE OF 3" SO. POST
' ROOF PAN!�� 114" . 6 1/2"
.50)
5 --- -- . ROLLFORMEDOR1.10EXTRUDED GUTTER
ALUM. BRACKET X
75 '
00 I so'� (4) #14 SDS @ EA. SIDE ' FASCIA
� _+9 IH\ TOP & BOTT. TOT -=16 #14 S.M.S. @12"O.C.
3" SO. POST
2.35" 2.. 1..
6 1/2"x2"x
.024"RAFTER
2-1114 x 1R" S.M.S. EACH SIDEOF 3"
SO. POST (4 -TOTAL)
ALTERNATE: 1/4"0 SOLT W1 WASHER RAFTER "TAIL" TO GUTTER 5
T3.00"
A. SIDE OF 3•' SO. POST
3" X 3" ALUM. OR
STEEL POST
3"SO•POST 3.125" FOR 3 x RAFTER
4 2.125" FOR 2 x RAFTER
- H BRACKET TO POST -
GUTTER FASCIA
MAG BEAM r 3" SO. POST ^ f
3"SQ. STL. BEAM _JI 3 ALUM7ALLOY�3003-H24 ALUM. ALLOY 3003-1-124
-`� 1.50 t = 040" aC� 6063-T6
7 1.50" 1 1/2� s t = .040" 3004
3"
28" — 2' 28" 2" 2"
y- 4�
+I 018,II / (4) #14 x 3/4" TEK SCREWS
j BRACKET TO RAFTER
" LATTICE TUBE/'' 1 1/2" SQ. OR P ! 1/2" MIN.
2 x3 O 1
-" .- 2" LATTICE TUBE O
OFESS 0 6 1909
#Ol2.3M2,� �'P' .o-
-.i '1.112" OR 2" SQ. OR 2"x3" LATTICE
@ C. MIN. UP TO 7"O.C. MAX.CQ
1T 2.750"
w ~ No. / 48 r m
— RAFTER , Exp. (4) - #14 x 3/4" TEK.SCR WS OR (6) #10 x 3/4" TEK SCREW
LATTICE TUBE TO RAFTER
BRACKET T,O?BEAM
17
CIO -
"U"
F "U" BRACKET - RAFTER TO BEAM 1$
DRAWN BY: K.K.
`J TOM CAMPBELL g'ASSOCIATES, INC.
`�v
6EAM O POST
LIVE LOaD =
to, 20 - 3o psr
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHMENT
HORIZ: NAND'
9269 ALPINE AVE., SACRAMENTO, CA 95626
SHEET 13 OF 30
.SCALE: NONE
RANCHO CUCAMONGA• CA (951) 741-2107
90. 100 & 410 MPH
la,Al as?.7m,
REVIRE)'BY;KK. & D.P.
SIMPLE SPLICE
SPLICE DETAILS
FULL MOMENT
IIT
#to S.M.S.
#12 S.M.S.=THICKNLRSS
I
(8707. (24 TOT T = .035"
_9 6.38" ttt t t t t tt
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 ___
OR 6063-T5 FOR EXTRL1017n OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR I NOTCH I -BEAM FLANGE
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS JA!
I AS NEEDED TO CLEAR
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SO.POST,CONNECTWEB
(6061-T6) ALTERNATE I TO POST W1(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. �/ {� 11j$� L. C -BEAM THRU-BOLTS
3" I TOTAL= (8)-1/2"0 BOLTS IF I " �� �V
................................................................................. i SO. POST
p'FESS/p
1
0 1.001,0
o @� rs CqF BEAM TO POST CONN.
2.00"
SPLICE WHERE �_ 4" m
OCCURS _ _.070 o a No.?9�8
TYP.
_.................. ...... ... _........................................
.......................... C 0, #12 METAL BACKED,
BEAM TO POST DETAILS Q z)
(2)VALOLEY, TYP. E
ALUM.ALLOY
PATIO COVER SYSTEM AS MFG. BY:
6063-T6
DRAWN BY: K.K.
16"
V.
LIVE LOAD =
DURALUM PRODUCTS, INC.
4" I -BEAM
3'-0"
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
SPLICE DETAILS
MOMENT C -SPLICE
8269 ALPINE AVE.. SACRAMENTO, CA 95826
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
I.An.PNT f: -SPI I(:F
NEOPRENE WASHERED
TEK SCREWS @ 8"O.C.
AX. STAGGER IN BEAM
FLANGE
ROOF PANEL
4"x3" ALUM. "I" SM. OR (4)-1/4"0 M.B. BEAM
7"x4" ALUM.' I" SM. Af TO BRACKET
2- 3/8"0 M.B. THRU STL. "T'
BRACKET TO POST.
POST, SEE SCHEDULE
ALTERNATE BEAM TO POST CONN.
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
DURALUM PRODUCTS, INC.
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
SPLICE DETAILS
10, 20 & 30 psl
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
90. 100 &.110 MPH
/91A1 dA27n91 cnx Am-1A1Q camJnlrUvalum rr,m
SHEET 12 OF 30
REVISEn BY' K K & D P
DOUBLE RAFTER CONNECTION DETAILS
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2"' DOUBLE RAFTER -
BOLT CONNECTIO PLAN 2
ALTERNATE:
4414 S.M.S. EACH
- RAFTER TO COL.
-- CONNECT. (8 -TOT.)
I °—T----- 4.5" O 6"
a
#8 S.M.S. EACH SIDE
LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION (4 -TOTAL)
ALTERNATE:
(2)- 2x6.5" OR (2)-3"x8" HEADER
ALTERNATE:
3"x3"x0.024" (1) - 1/2" BOLT OR
CONNECTOR (2)-#14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
�BEAM SPLICE TO
OCCUR,DI,RECTLY OUER=5/8'' @ PLASTIC
IpOST"N6T PERMITTED PLUG WHEREa
O°
6 SCREWSI 2 -POST UNITS SCREW IS INSI'DE
.�
#14 S
PER SIDE•' I MS MAY
BE USE AS
ALTERNATE TO
3.5" 3 5" 1/4"0 BOLTS
3.5" 3.5"
8" BEAM
.5" I' S'
o OR o
6414 SMS EA.
SIDE I I 6 1/2" SIDEPLATE EA.
�. #14 SMS EA. SIDE I i SIDE SEE POST SCHED. F
TOP, MID HEIGHT
AND BOTTOM. `
3"SQ. POST BETWEEN SIDE PLA,uES'
BEAM TO POST CONNECTION
POST S-CH'E:DUL-E - _ �. _ �. 21
3" SQ. x .032" + (2)-2" x 6 1/2" x .024" ''3" SQ. x .032" + (2)-2" x 6 1/2" x.032
W/ (6)-#14 S.M.S. EACH SIDE. W/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING
EXIST.
SHEATHING
2"x6" LEDGER (NEW OR EXIST.)
r
,FESS
X r,: �q
(2) 3/8" LAG SCREW®���
E
STUCCO OR EQUAL
2.51: PENE.INTO EACH WOOD STUD -
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
3"x 3"STL.POST (24") I ° I
ALTERNATE : ,
` INSERT ATTACHED OR(2)-2x6.5"
I
OR
3"x 3"STL.POST COLUMN
(2)-3"x8"HEADER
FOR FREESTANDING
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
(2)-1/2"BOLT
10, 20 & 30 ps(
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL.
HEADER CONN. 19
SCALE: NONE
_
RANCHO CUCAMONGA, CA (951) 741-2107
a
#8 S.M.S. EACH SIDE
LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION (4 -TOTAL)
ALTERNATE:
(2)- 2x6.5" OR (2)-3"x8" HEADER
ALTERNATE:
3"x3"x0.024" (1) - 1/2" BOLT OR
CONNECTOR (2)-#14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
�BEAM SPLICE TO
OCCUR,DI,RECTLY OUER=5/8'' @ PLASTIC
IpOST"N6T PERMITTED PLUG WHEREa
O°
6 SCREWSI 2 -POST UNITS SCREW IS INSI'DE
.�
#14 S
PER SIDE•' I MS MAY
BE USE AS
ALTERNATE TO
3.5" 3 5" 1/4"0 BOLTS
3.5" 3.5"
8" BEAM
.5" I' S'
o OR o
6414 SMS EA.
SIDE I I 6 1/2" SIDEPLATE EA.
�. #14 SMS EA. SIDE I i SIDE SEE POST SCHED. F
TOP, MID HEIGHT
AND BOTTOM. `
3"SQ. POST BETWEEN SIDE PLA,uES'
BEAM TO POST CONNECTION
POST S-CH'E:DUL-E - _ �. _ �. 21
3" SQ. x .032" + (2)-2" x 6 1/2" x .024" ''3" SQ. x .032" + (2)-2" x 6 1/2" x.032
W/ (6)-#14 S.M.S. EACH SIDE. W/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING
EXIST.
SHEATHING
2"x6" LEDGER (NEW OR EXIST.)
r
,FESS
X r,: �q
(2) 3/8" LAG SCREW®���
E
STUCCO OR EQUAL
2.51: PENE.INTO EACH WOOD STUD -
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
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
LATTICE
10, 20 & 30 ps(
DURALUM PRODUCTS, INC.
SCALE: NONE
_
RANCHO CUCAMONGA, CA (951) 741-2107
CONNECTIONS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 14 OF 30
REVISED RY: K K R D.P.
90. 100& 110 MPH
/A1R1 Afi7-7(191 FAY 4l13 -151P ealac(nlAuralnm rnm
'
10#�:L L::: i llf'H' -F- EE -STAND:& -A- TA. CH_ED OPEN-LAT�TICE=P_ATI.O�S--12' O'R LESS EXP. B &
-9O
3" SQ. STEEL BEAM
DBL•..3"x8"X.042°BEAM
OeL.2"x6,5^'x.032" BEAM
OR.3 x8BEAM
3°X8° BEAMMINSERT
}
CH TIOS
MINIMUMFOR NO.OFED POSTr
,.
Oz
Z 5
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT
MAX.POST
° SPACING
TAND
ATT.FREESTAND
nnAx.aosr
'ATT.
m o
I— I—�IN
TYPED FOOTNOTE: .
POST TYPE 1 POST TYPE 2
?•O
_m .9
U)
� a Z
SPACING •
FTG..
MIN.
FTG.
SPACING
FTG.
MOST
FTG.lnfI20-
`�MOST
HFG
FTG.
SPACING
FTG.
IN
POST
F.TG.
(IN.)
EXP. B
EXP. C
EXP.El
EXP. C
O
-,-PN•)
TYOPE
(IN.)
(IN J
TYPE(IN.).
TYPE
(IN.)
(IN)
TYPE
�4,
32
G
16 `
38
G
20
16'-4"
32
G
20
29'-11"
3$°'
; G
21
; s,
2
2.,'
2
2;
14'-4"
;
.19'-2"
.
5y
_17'-0"
'
32
G
17
17'-2"
32
G
. 20
14'-8%
32
G
2
26'-9"
38
G '
22
�,
2
' 2
2
2
'
(
13'-7"
13'-4"
_
;
-
_
12'-6"
32
G
18
15'-8"
32
G
21
., ,
13'-4"
32
G
21.
24'-5"
38
G
23
-
,_•
2
,
2 •
2
2
6'
11'-4"
•
t
7"
g' -g"•
11'-7"
29
G
18
14'-6":.
32
G
22
'12'-4"
32
G
22
22'-7"
38-G
.
23
9,
2
, 3
2
2
g'
g'_6"'
1.0'-10"
29'
G •
19
13'-7"
32
G
22
11'-7"
29
G.
22
' 21'-2"
38
G
n24
10' .
2
-3
2
2
A
9'..
7'-7"
.10'-3".
29
G
19
12'-10"
32
G
22
10'-11"
29
G
22
,
19'-11.,
38'
G
24
• :
_ 11,;
3'
3
2
2
G
:20
12'-2"
32
G
23
i
1 p'-4"
29
G
•23
18'-11"
38'G'
25
.Y
12,,
3
3
2
2
10'
6'-9"
9'-8"
29
.
11'
.
29
20
11'-7"
29
G'
23
9'-10"
29
G
23
18'-0"
_32
�G
25
J
' 13..
'. 3,
4 .
2
2
6'-2"
9.Y
G
12'
5'-8"
8'-10"
29
G
20
11'-1"
39
G
24
9'-5"
29
G
24
17'-3"
32
G
26
F14'3
4
2
2
13'
S'-2"
8'-6"
32
H
21
10'4'
32
H
24
9'-1"32
H
24
16'-7"
32
H
26
34
214'
4'-10"
'8'-2"
32
H
21
10'-3".32
H
24
8'-9"
32
H
24
16'-0"
•32
H26
1s
4
4
2
3
15'
32
H
21T:
19'-11"
32
H
24
g'_5"
32
H
24.15'-5"
32
�-{
27
n'
_4
5
2
3
4'-6"..
7'-11..
32
H
22
"9'-7"
32
H
25
8'-2"
32
H .
: 25
14'-11"
32
H
27
1s'
4�
5
2
. .
3-
16'
1
4'-3"
T.-8" ..
`
17'
4'-0"
7: 5"
32
H
22
9, 4...
32'
H
25
8'-0.'
32
., �-{
25
14'-6"
32
H
27
19'
4
5
32
H
�{
25
7. 8..
32
H
. 25
14'-1..
32
H
27
zo'
4
5
3
3
18'
3'-9"
7'-3"
22
9'-1,,
.32
19'
3'=7'
7'-0"
38
I -I .
22
y 8'-10„
38
H
25
7,_6„
38
H-
25
13'-9"
38
H
28
FOOTNOTE:'; '-
HEADER AND OR MIN. NO.'OF.POST ,
�.
2
H
26
38
I I
28
REQUIRED SPACING MUST EXCEED
20'
6'-10"
38
H
22
8'-7"
38
H
c�ROF�
•38
13'-4"
ALLOWABLE SLAB SPACING
3'-4"
//
pp��
+•. I i•
LWJ
FOOTNOTE:'
OR LESSER MUST BE USED
Y
024 SIDEPLATES*USE ON GONG SLAB ONLY
-FOOTING
�y=CGL�—W-PES'Dz1
Q�COL'`TYPES'D-2 .032"'SIDEPLATE S, ON`CONC. S_bkg
NOTE:
i
RLL?..'
948 f"rn
s
FOOTING SHOWN REPRESENTS
LENGTH OF
a
` L
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. '"SAMPLE"-
SIZE
P
FOOTNOTE: "SAMPLE"'
WHERE SLAB OCCURS, CUBED FOOTING
WHERE
ONLY.
FIGURE INDICATES EXPOSURE
B
;�
�FI�E INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING
G,'
SEE ALTERNATE FOOTING
TABLES -
•.
Q
ADDITIONAL FOOTNOTE: WHERE ONL'Y ONE FIGURE SHOWN INDICATES EXP. B 8, C.
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
COVER SYSTEM'AS MFG. BY:
_
- ,
DRAWN BY: K.K.
TOM CAMPBELL
&'ASSOCIATES, IN
pOST.SPAC(NG.TABLE
uTaicE
LIVE LOAD =
10.20 & 30 psf
IHATIO
DURALUM PRODUCTS, INC.
-
DATE: 510512009
•
COMMERCIAL
AND
RESIDENTIAL
STRUCTURAL E
GINEERING
4 FREESTANDING
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
SHEET 25 OF 30
'
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 7
1-2107
AND
ATTACHED
90.100 & 110 MPH'
Ia+ai As7-mov FAY am.isi-
REVISED BY: K.K. 8 D.P.
10# L. L.
H1 0Z:¢5
Z)O UVJ
m� Qm
muu))O
4' 1 17'-0"
5' 13'-7"
6' 11'-4"
10' 6-9"
11' 6'-2"
12' 5'-8"
13' 5'-2"
14' 4'-10"
15' 4'-6"
16' 4'-3„
17' 4'-0"
18' 3'-9"
19' 3'-7"
20' 3'-4"
100
MPH FREESTAND.& ATTACHED OPEN
LATTICE PATIOS
12' OR
LESS
EXP.
B & C
3" SQ.
STEEL
BEAM
DURALUM PRODUCTS, INC.
6269 ALPINE AVE., SACRAMENTO, CA 95826
DBL. 3"x8"x.042"BEAM
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 7 -2107 AND ATTACHED
H. 100 WIND =
90. 100 6 110 MPH
DBL.2"x6.5"x.032" BEAM
SHEET 26 OF 30
311x81' BEAMW/INSERT
REVISED BY: K.K. 6 D.P.
„ ..
FOR ATTAGHED PATIOS
3'
OR x8'
BEAM
>_
MINIMUM
NO. OF POST
FREESTAND
ATT.
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT,
<=
r r
TYPE D
FOOTNOTE:
MAX.POST
MAX.POST
SPACING
SPACING
_m"
POST
TYPE 1
POST TYPE 2
SPACING
FTG.
MIN.
POST
FTG.
SPACING
FTG.
MIN
POST
FTG.
FTG.
MIN
POST
FTG.
FTG.
MIN
POST
FTG.
r
(IN.)
TYPE
CIN.)
(IN.)
TYPE
CIN.)
(IN)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
EXP. B
EXP. C
EXP. B
EXP. C
14'-4"
32
G
17
19,_2„
39
G
21
16'-4"
34
G
20
29'-11"
39
G
23
6'
2
2
2
2
8--5-,
32
G
18
17'-2>-".
34
G
22
14'-8"
34
G1
20
26'-9"
39
G
24
7,
2
3
2
2
13'-4"
12'-6"
32
G
19
15'-8"
5'-0'
34
G
22
13'-4"
34
G 1
21
24'-5"
39
G
24
B•
2
3
2
2
11'-7..
29
G
19
14' 6"
34
G
23
12'-4"
34
G
21
22'-7"
39
G
25
9'
3
3
2
2
13'-11"
10'-10"
29
G
20
13'-7"
34
G
24
11'-7"
30
G
22
21'-2"
39
G
26
10'
3
3
2
2
13'-0"
10'-3"
29
G
20
12'-1 "
34
G
24
10'-10"
30
G
22
19'-11"
39
G
26
„
3
4
2
2
12'-3"
9'4"
29
G
21
12.2"
34
G
24
10'-4"
30
G
23
18'-11"
39
G
27
12'
3
4
2
2
9'-3"
29
�...�
21
11.7..
30
H
25
9'-10"
30
H
23
18'-0"
34
H
27
13'
4
4
2
3
8'-10"
29
H
22
11'-1"
30
H
25
9'-5"
30
H
23
17'-3"
34
H
27
14'
4
5
2
3
10'-7"
8'-6"
32
H
22
10,_8,10,-2„
34
H
25
9'-1"
34
H
24
16'-7"
34
H
28
15'
4
5
3
3
8'-2"
32
H
22
10'-3"
34
H
26
8'-9"
34
H
24
16'-0".
34
H
28
16'
4
5
3
3
-10"
32
H
23
9'-11"
34
H
26
8'_5"
34
H
24
15'-5"
34
H
28
»'
S
6
3
3
6
7'-8"
32
1
23
9-7
34
J
26
8'-2"
34
J
24
14'-11"
34
J
29
16'
5
6
3
3
, 2.,
7'-5"
32
J
23
4.11„
34
J
27
7'-10"
34
J
25
14'-6"
34
J
29
19'
5
6
3
3
7'-3"
32
J
24
9 1
34
J
27
7'_5"
34
J
25
14'_1"
34
J
29
20'
5
6
3
3
8'-8'
38
J
24
8'-10"
39
J
27
7'-0"
39
�
25
13'-9"
39
J
29
FOOTNOTE:
7'-0"
g'_5"
HEADER
AND
OR MIN. NO. OF POST
6'-1 O"
38
J
24
8�
st'_t
39
J
27
_g"
39
J
25
13'-4"
39
J
30
REQUIRED SPACING MUST EXCEED
ALLOWABLE SLAB SPACING
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY
SEE ALTERNATE FOOTING TABLES '
Q _ OR LESSER MUST BE USED
1111 {� ? L�iJg FOOTNOTE:'
COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS
CID
C7IT- ^' p r � FOOTNOTE: "SAMPLE"
w Ni). ,t79 S
O_ FIGURE INDICATES EXPOSURE BFIGURE INDICATES EXPOSURE C
�
Exp. ;j
�
C'( r) ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOC LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
POST SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURA FREESTANDING
10. 20 8 30 P;
DURALUM PRODUCTS, INC.
6269 ALPINE AVE., SACRAMENTO, CA 95826
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 7 -2107 AND ATTACHED
H. 100 WIND =
90. 100 6 110 MPH
ra1A1 as0.7m1 FAY d"i-151Q c=Iec/Afdnnbim rnm
SHEET 26 OF 30
REVISED BY: K.K. 6 D.P.
„ ..