PAT (09-0391)60935 Living Stone Dr
09-0391
-- -_ Date: 4/29/09
Application Number: E09--000003.9.11 Owner:
Property Address: 60935 LIVING STONE. DR KELLY ED
APN: 764-270-999-37 =300234- 60935 LIVING STONE DRIVE
Application description: PATIO COVER.- RESIDENTIAL LA QUINTA, CA 92253 D .
Property Zoning: MEDIUM HIGH DENSITY. RES (949) 697-2441 Q
Application valuation: 4003 p
Contractor. AP
r` ZOO
Applicant: :- Architect
or Engineer: OUTBACK PATIO & SUNROOMS, �
INC. C/jy
bC`+�O �— I ` 6260 RIVERCREST DRIVE SAI F/N N�.QU/NT
RIVERSIDE, CA 92507 �D�Pr
(951)-697-0158
Lic. No.: 483069
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (co ing with
Section 7000) of Division 3 of the Business and Professionals Code, andmy Licensees - u e and effect.
License Cl s: B C36 License No "48306
Daie:� Contract J'
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury t I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Busine and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that the 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 ofthe property, or my employees with wages as their sole compensation, will do.the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The -
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the . '
improvements are not intended or offered for sale. If; however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.). '
I _ 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 A owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.):
1 I I 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
B
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workerscompensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier STATE FUND 0 2 / 0 1 / 1 Oolicy Number 3003606-2009
_ I certify that, in the performance of the work for which this permitis issued, I sh II not employ any
person in any manner so as -to become subject to the workers' compen n ws of California,
and agree that, if I should become subject to the workers' compen on pr isions of Section
370 of the Labor Code, I shall forthwith comply with tho p isio
Date:- .ZApplicant:
WARNING: FAILURE TO SECURE W RRKE 'COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINA ENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION O THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CO E, 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 wi al
city and county ordinances and state laws relating to building construction, and hereby authoriz presen we
of this cou y to enter upon the above-mentioned property for inspection purposes.
Date _, Signiture-(Applicant-or-Agent): -
"Application Number . . . . . 09-00000391
Permit .' . PATIO COVER PERMIT
Additional desc .
Permit Fee" 72.00 Plan Check
Fee
46.80
Issue Date Valuation
4003
Expiration Date 10/26/09
Qty Unit Charge Per
',Extension
BASE FEE
45.00
3.00 9.0000 THOU BLDG.2,001-25,000
27.00
--- ---------- - - -
Special Notes and Comments
7 IN FT X 17 LN FT ATTACHED LATTICE
' PATIO COVER;13 LN FT X 14 LN FT LATTICE
PATIO COVER PER APPROVED PLANS
-&-2006
IBC;200'6 IRC, 2007 CBC.
-------- - - - - - -
Other Fees . . . . . . . BLDG STDS ADMIN (SB1473)
1..00
Fee summary Charged Paid Credited
Due
----------------- ----------- ---- -
Permit Fee Total 72.00 :00
.00
72.00"
Plan Check Total 46.80 .00
.00
46.80
Other Fee Total 1.00 .00
.00
1.00
Grand Total 119.80 .00
.00,
119.80
LQPERDIIT
Bin #
City of La Quanta
Building 8r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
IR\ . *
' \
Project Address:
Owner's Name: aL 6
A. P. Number:
Address: b�
Legal Description:
City, ST; Zip:
t o
;::::;<:>•:>:::>:Telephone:.Contractor:® ?.;
Address: � u—,- Gomes "or-
City, ST, Zip: (�V%('/�C CA– `!2
Telephone: q9677 O/`Vs>N:;,.;.;;:;.;::>:;;:f<z::'<`;;<::»><<
......:......::.::.::.:::.::...........:.....
Project Description: x(? +
[ D
State Lic. # : City Lic. #;
Arch., Engr., Designer:.
/—
Address:
City., ST, Zip:,
Telephone:
gg sc• >::::;<.::;:<:><<:>::<:?.; ;`;:;;
r::i,yf:�i:;Y?'{i'i:•i'i'u':F':`;?i:•i'i:4.��
Construction Type: yp Occupancy:
State Lie. #:«::<::<:;;s:'t:<
r:4.!::
>%;•s .:'>:'»:>r;'< ::::;:, ^::<<> <
Project type (circle one): New . Add'n Alter Repair Demo
Name of Contact Person: t7 f(
S 1. Ft.:fl
/31
# Stories:
# Units:
Telephone # of Contact Person: 9j O/
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
. Plan Check submitted
Item
Amount
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit
Truss.Cales.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°" Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up.,
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Reyiew,.ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
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'Trilogy at La Quinta Maintenance Association
April 13, 2009
Edward & Barbara Kelley
60935 Living Stone Drive
La Quinta, CA 92253
Property Address: 60935 Living Stone Drive
Dear Mr. &Mrs. Kelley: CONDITIONAL APPROVAL
We are pleased to inform you' that your plans for installation of an attached patio cover, received on
03!27/2009, have been approved by the Design Review Committee per your submittal with the following
condition(s): 1, 2, 3, 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
approval by the 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,
Fortlhe Desi view Committee
- 1
Barry Stere
Association usiness Manager
Enclosures
Professionally Managed by Aclion Property Management, Inc.
60-750 Trilogy Parkway, La Quinta, CA 92253-7717
760-777-6059 800-400-2284 760-777-6097fax
xnvw actionlife. com
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
(951) 741-21.07
March 27, 2009
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 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 2005 Aluminum Design Manual, ADM 1-05.
Please contact me at (951) 741-2107 or at ticampbell(a-)-charter.net should you require
additional information.
Sincerely, Q�gFE�
Tom Campb II, PE JS No. 8
Exp. 3
c�� .
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING CODES:
1. THE DESIGN COMPLIES WITH 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 ALUMINUM MANUAL -ADM 1-00.
MAR 1
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 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 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: 1/2 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.
1 B. 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 PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN
STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN
STRUCTURES' IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
21. 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).
22. 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:
23. 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.
24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
25. 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 100 PSF/FT x 2 PER
SECTION 1804.3.1 OF THE IBC AND CBC.
26. EMBEDDED STEEL MENSERS 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.
27. 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.
28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ CARBON
STEEL ( ICC -ES ESR -1917) OR APPROVED EQUAL.
NOTES: ALL COMPONENTS ARE INTERCHANGASLE UNLESS OTHER WISE NOTED
7.
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H.
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT.
ROOF: 30 POUNDS PER SQUARE FOOT (EXPOSURE C, NON -HEATED STRUCTURE).
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.
13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2.
12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16.
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT.
ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C, NON -HEATED STRUCTURE).
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.
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
GENERAL NOTES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 29
REVISED BY: K.K. 8 D.P.
An 100R 110 I.P.
fQlA%dfi7-7091 FAX dOR.1F1A s Il rrUdvmb,m rnm
SPACING
DRAWN BY: K.K.
U
-
RAFTEFOSRESETE BLE
• --'-OPEN LATTICE TYPES_)
DATE: 10/23/2007
AND SPACING
y0.
25% OF SPAN
Ge�g01%
c s
RANCHO CUCAMONGA, CA; (951) 741-2107
O
MAX. PiX/Slj�
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOLBE ENCLOSED OR COVERED.
GeU/(p/NG
M
SES SCHEDULE
'
SEE SCHEDULE
MAX. O.H. n L.� /
- -
RAFTER, SEE TABLE
/
/
-AND
�i►PER prim F_ p ii
OST HEIGHT
POST WITH SIDE-
PLATES SEE TAIL '
3 12' SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
I� SEE SCHEDULE
FOOTING WHERE REQUIRED, -
SEE SCHED. FOR FOOTING CUBE SIZE
\N LATTICE STRUCTURE -
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE ENCLOSED OR COVERED.
DRAWN BY: K.K.
U
-
1S
PATIO COVER SYSTEM AS MFG. BY:JOB NO. GF07-0574
DATE: 10/23/2007
'
y0.
25% OF SPAN
DURALUM PRODUCTS, INC.
1(916)452-7021
SCALE: NONE
RANCHO CUCAMONGA, CA; (951) 741-2107
O
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
. SHEET
• -
REVISED BY: Kk 8 D.P.
j, POST HEIGHT
• SEE SCt EDULE
` 'C�� OG•
LENGTH OF STRUCTURE VARIES
hq
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POSTHEIGHT
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'LENGTH OF STRUCTURE VARIES -
.
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• SFFT SAgC,
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POST CR�SSECTION,
SEEPOSTDET L
sFF TSP
LENGTH OF STRUCTURE VARIES
NOTE: EACH COMPONENT IS INTER- PosT
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_
,
3 12' SLAB
CHANGEABLE WITH ANY OTHER - sFF 3,o
lqB<Nc
TO CONSTRAIN
-
OST WITH SIDE-
COMPONTENT UNLESS OTHERWISE SHOWN: -
FOOTING.EE
NOTE: EACH COMPONENT IS INTER-
pOS
3FFT
r a
OPEN LATTICE -TYPE PATIO COVER
PLATES SEE DETAIL .
CHANGEABLE WITH ANY OTHER
. LENGTH OF STRUCTURE VARIES
SCHEDULE
SFF
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING WHERE REQUIRED
- - - SCALE: NTS
. - 4S�FC,,yG
FO
SEE SCHED. FOR FOOTING CUBE SIZE
MAR t 51009
STRUCTURE
TYPE "H" FREESTANDING MULTISPAN
3 12' SLAB ATTACHME
A-
sFF TSP
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
a Y BE USED wH
MA
sF slse ' PERMITTED.'.
COMPONTENT UNLESS OTHERWISE SHOWN.
FTy�ec,NG I` _ SEE SCHED
Q
•
Sq•A
OMPONENT IS INTER- ' pDsl
' .
FOOTING WHERE REQUI P.
SEE SCHED. FOR FOOTI
TH ANY OTHER SF F
OPEN LATTICE -TYPE PATIO COVER
0
l
COM NLESS OTHERWISE SHOWN. qe
SCALE: NTS
NOTE: THIS OPEN LATTICE -TYPES
MAY NOT BE ENCLOSED OR
_
TYPE "E"'ATTACHED•SINGLE'SPAN 'LATTICE STRUCTU
No.37948
PE "F" ATTACHED MULL
C* 1
,
'1
Pi/
• RAFTER, SEE TABLE MA%. PRO.1'
- SEE SCHE U E
NOTE: THIS OPEN LATTICE -TYPE STR
, SEMI CHEDULE
ENCLOSED
AND SPACOR ING
„MAY NOT BE OR CO
M
,
.
MAX. O.H. O. H
_
SEE TABLE
�{n/ RAFTER, N
SIZE
// - AND SPACING
25%X.OF SPAN
/
AAA
OST HEIGHT
POST WITH SIDE-
PLATES SEE TAIL '
3 12' SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
I� SEE SCHEDULE
FOOTING WHERE REQUIRED, -
SEE SCHED. FOR FOOTING CUBE SIZE
\N LATTICE STRUCTURE -
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE ENCLOSED OR COVERED.
DRAWN BY: K.K.
U
-
1S
PATIO COVER SYSTEM AS MFG. BY:JOB NO. GF07-0574
DATE: 10/23/2007
'
y0.
10, 20 8 30 psI
DURALUM PRODUCTS, INC.
1(916)452-7021
SCALE: NONE
RANCHO CUCAMONGA, CA; (951) 741-2107
O
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
. SHEET
• -
REVISED BY: Kk 8 D.P.
® V•
90,100 8 110 MPH
LENGTH OF STRUCTURE VARIES
hq
16
`
-
OAF
- pOs
OSTCROSSSECTIO
SEE POST DETAI -
'LENGTH OF STRUCTURE VARIES -
.
Nq '
• SFFT SAgC,
'
` �.., -
POST CR�SSECTION,
SEEPOSTDET L
sFF TSP
NOTE: EACH COMPONENT IS INTER- PosT
331/2 eE UBED o
T�<FC/Nc
3 12' SLAB
CHANGEABLE WITH ANY OTHER - sFF 3,o
lqB<Nc
TO CONSTRAIN
MAY BE USED
COMPONTENT UNLESS OTHERWISE SHOWN: -
FOOTING.EE
NOTE: EACH COMPONENT IS INTER-
pOS
3FFT
TO CONSTRAIN
EE
OPEN LATTICE -TYPE PATIO COVER
CHANGEABLE WITH ANY OTHER
rPgC
�<F Nc
SCHEDULE
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING WHERE REQUIRED
- - - SCALE: NTS
- SEE SCHED. FOR FOOTING CUBE SIZE
�
FO
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE
STRUCTURE
TYPE "H" FREESTANDING MULTISPAN
TTICE STRUCTURE
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:JOB NO. GF07-0574
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 8 30 psI
DURALUM PRODUCTS, INC.
1(916)452-7021
SCALE: NONE
RANCHO CUCAMONGA, CA; (951) 741-2107
STRUCTURES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
. SHEET
• -
REVISED BY: Kk 8 D.P.
90,100 8 110 MPH
FAX 4031519 sales@jduralum.,M
SOLID PANEL TYPES
ATTACHMENT CHANNEL LEA ATTACHMENT CHANNEL LE/WGT
SEE DETAIL AND 3 TH OF STRU ALUMINUM SEE DETAILS ANO Sy H OF STRUCTU
SEESCHPEDU E ALUMINUM THE
PR �ECT/pN/FERC OstVARIES ROOF PANEL SEESCHED LE MIN. 0.5CTU&"SLOPE PER FT. THEPRpJE T/LL ON FE�SONA/V
FOR SPANS SEO EO
O. SPAN O.
"O.H." NOT TO EXCEED 25% "O.H" NOT TO EXCEED 25%
OF SPAN OF SPAN
SEE DETAIL FOR SPLICE O m SEE DETAIL FOR SPLICE J
POS OPTIONAL: CANTILEVER BEAM m v POST SP OPTIONAL: CANTILEVER BEAM
EE S S/' /NG SEE SCHEDULE FOR I SEE SC AC/A/G SEE SCHEDULE FOR O m
SQ. POSTS, SIZE VARIES S CHEpULES POST SPACING = SD. POSTS, SIZE VARIES HEl" PO SPACING m v
gX O, 0
3 1/2" SLAB ATTACHMENT O N. NO z 3 1/2" SLAB ATTACHMENT H' N 2 =
MAY BE USED WHERE ALTERNATE: 25/ OF SP EXCEED A V MAY BE USED WHERE ALTERNATE: Z5j OFSPgAI
PERMITTED. SINGLE POST AN SINGLE POST
PERMITTED.
SEE SCHEDULE SEE SCHEDULE EE SCHEDULE SEE SCHEDULE to v
MAX. HT.= 12' S`S, HT = 12'
i NOTE. lJO SPLICE AT THIS
NOTE: NO SPLICE AT THIS POST AND AT END BAY
POST AND AT END BAYS.
FOOTING WHERE REQUIRED —J ? F ERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE SE E FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTE 0 � NOTE: EACH COMPONENTdS INTER-
CHANGEABLE WITH ANY OTHER Lu No. 715+ r AR 1 5 2009 CHANGEABLE WITH ANY OTHER
WI
COMPONTENT UNLESS OTHERS ►�>I1tp �" COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER OP "B" ATTACHED MULTISPAN W/CANTILEVER OPTION
C �P LE
LENGTH OF ALUMINUM NGT/./ OF
ALUMINUM STRUCTUR ROOF PANEL MIN. 0.5" SLOPE PER FT. O.H. STRUCTUREV RIES
ROOF PANEL O.H E SARI SEE SCHEDULE A
SEE FOR SPANS (MAY ES FOR SPANS (MAYNOT
O. SPAN NOT 8E ENCLOSEO) O.H SPA BE ENCLOSE.)
"O.H." NOT TO EXCEED 25%"O.H." NOT TO EXCEED 25% SPA
OF SPAN // OF SPAN
SEE DETAIL FOR SPLICE J SEE DETAIL FOR SPLICE
PAST sp OPTIONAL: CANT LEVER BEAM POST SP OPTI NAL: CANT LEVER BEA
SQ. POSTS, SIZE VARIES SEES SOUL SQ.
SEE SCHEDULE POST SPACINOR SQ. POSTS, SIZE VARIES SEESCHEO(/L fC/Afs SEE
P ST 8PACINGDULE FOR
MAY BE USED ALTERNATE: O ?5 OOF 3 1/2" SLAB TTO SCE 2 MAY BE USED ALTERNATE: O ° OOSp� EXCEE p
TO CONSTRAIN SINGLE POST SPAN EO N TO CONSTRAIN SINGLE POST
FOOTING, SEE SEE SCHEDULE FOOTING, SEE SEE SCHEDULE
SCHEDULE NOTE SPLICE AT THIS SCHEDULE NOTE 0 SPLICE A THIS
POST DD AT END BAYS. POST DAT END BeYS.
FOOTING WHERE REQUIRED / FOOTING WHERE REQUIRED -
SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER -
1l2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 112 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPF Y"' FRFF.qTANf)ING W/CANTII FVFR OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
DRAWN BY: KK
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
1(916)
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
STRUCTURES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 2 OF 29
REVISED BY: K.K. & D.P.
90, 100 & 110 MPH
452-7021 FAX 403-1519 sales@duralum.com
RAFTER SPANS FOR OP
_ * SHd,/// BELOW
OR EQUAL ALUM. OY 3004-H36
OMMERICAL & PATIOS 90/100/110 MPH
UM. ALLOY 3004-H36
r_
EQUAL 6:5"
7 MAX.. 2"
'024"
8 -' 032„
d DBL. 2 x 6 1/2" RAFTER
"T" m 90 MPH 100 MPH 110 MPH
'SF) (IN.) o CL
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
.024 18 20'-3" 18,-4„ 18,-4" 16-6" 18,_1„ 16,_01''
10 24" 16'-6" 15,_0„ 15'-0" 13'-6" 14'-5" 13'_1„
16" 27'-0„ 24'-6" 24,f" 22'4" 24,_7, 21,-4„
.032
24" 22'-0" 20,4„ 20'-0" 18'4" 19'4„ 17,-4„
16" 15,_2„ 15'-2" 15'4„ 15,4„ 15'-2" 15,_2"
.024
20 24" 12,-4„ 12'-4" 12,4„ 12,-4„ 12'4„ 12,-4„
16" 20'-7, 20,_7' 20'-7' 20,_7, 20,4, 20,_7,
.032
24" 16'-6" 16'-6" 16'-6" 16'-6" 16'-6" 16'-6"
16" 12'_5" 12'-5" 12'-5" 12'-5" 12'-5' 12'-5"
.024
30 24" 10'-2" 10'-2" 10'_7' 10'_2„ 10'_7' 10,4,
16"
.032
�e^ 13,-6„ 1 13'-8" 13'-6" 13,-6„ 13'-6„ 13'-6"
ALUM. ALLOY 3004-H36
OR EQUAL
EXPOSURE B & C
3.0"
042"
*SEE NOTE BELOW
DRAWN BY: K.K.
m
o
o
2 x 6
90 MPH
EXP. E11 EXP.0
1/2" RAFTER
100 MPH
EXP. B EXP.0
110 M(PSF)(H
EXP. B EXP C
L.L.=
1�)
DATE: 10/2312007
.024
16"
14'.-4"
13'-0"
13'4"
11'-8„
12,_10„ 11,4"
24" 11'-8" 10'_7, 10'-T' 9'-6" 10'4"
9'-3"
10
.032
16"
19'-1"
17'-4„
17,4"
16-6"
17'-1"
15,4„
24" 15,-6„ 14,4„ 14'4" 12,_8„ 13'-11"
12'-3„
28'-2"
25'-7"
16"
26'-4"
23'-10"
23'_10„
21,-6"
23,-0"
20,_10„
.042
24"
21,4„
19,-0,.
19,-6„
17.-0„
18,_9„
17,_0„
23,_0„
.024
16"
101-81,
101-81,
101_8„
10'-B"
10,-8„
10,_8„
24" 8'-9" 8'-9" 8'-9" 8'-9" 1 8'-9"
8'-9"
20
.032
16"
14,_3„
14,_3„
14,_3„
14,_3"
14,_3„
14,_3„
24" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8"
11'-8"
16"
19'-8"
19'-8"
19'-8"
19'4"
19'4"
19'-8"
042
24"
16'_1"
16'-1"
16'-1"
16'-1"
16.-11.116'-1"
16"
8'-10"
B'-10"
8'-10"
8'-10"
8'-10"
8'-10"
024
24"
7'-2"
7'-2"
7'-2"
7'-2"
7'-2"
7'-2"
30
.032
16"
11'-9"
11'-9"
11'-9"
11'-9"
11'-9"
11'-9"
24" 9,_7" 9,_7„ 9,_7„ 9, 7„ 9,_7„
9._7„
16"
13,-6"
13,-6„
13'-6"
13,-6„
13'-6"
13'-6"
.042
24" 1
13'-3"
13'4"
13'4"
13'4"
13'4"
1 13'4"
OMMERICAL & PATIOS 90/100/110 MPH
UM. ALLOY 3004-H36
r_
EQUAL 6:5"
7 MAX.. 2"
'024"
8 -' 032„
d DBL. 2 x 6 1/2" RAFTER
"T" m 90 MPH 100 MPH 110 MPH
'SF) (IN.) o CL
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
.024 18 20'-3" 18,-4„ 18,-4" 16-6" 18,_1„ 16,_01''
10 24" 16'-6" 15,_0„ 15'-0" 13'-6" 14'-5" 13'_1„
16" 27'-0„ 24'-6" 24,f" 22'4" 24,_7, 21,-4„
.032
24" 22'-0" 20,4„ 20'-0" 18'4" 19'4„ 17,-4„
16" 15,_2„ 15'-2" 15'4„ 15,4„ 15'-2" 15,_2"
.024
20 24" 12,-4„ 12'-4" 12,4„ 12,-4„ 12'4„ 12,-4„
16" 20'-7, 20,_7' 20'-7' 20,_7, 20,4, 20,_7,
.032
24" 16'-6" 16'-6" 16'-6" 16'-6" 16'-6" 16'-6"
16" 12'_5" 12'-5" 12'-5" 12'-5" 12'-5' 12'-5"
.024
30 24" 10'-2" 10'-2" 10'_7' 10'_2„ 10'_7' 10,4,
16"
.032
�e^ 13,-6„ 1 13'-8" 13'-6" 13,-6„ 13'-6„ 13'-6"
ALUM. ALLOY 3004-H36
OR EQUAL
EXPOSURE B & C
3.0"
042"
*SEE NOTE BELOW
.042 16" 1 21'-0" 21,_0„ 21'_0" 21'_0„ 21'_0„ 1 21•_0"
20 24" 1 17,_2„ 17,4„ 17'-2" 17'-2" 1 17'4" 1 17,4,
30 I '042 I 24" I 14 -2" 114 -2" 114'-2" I 14'-2" I 14'-2" 114'4"
* ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING
BETWEEN MAY BE USED AT 32" D.C. OR 48" o.c. SO LONG AS SINGLE RAFTER SPANS ARE NOT EXCEEDED.
___-TRIBUTARYWIDTH
DRAWN BY: K.K.
m !
3 x 8" RAFTER
.,
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/2312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
L.L.=
T'
n °�
90 MPH
100 MPH'
110 MPH
;PSF)
(IN.)
w o
EXP. BI
EXP.0
I EXP. B
I EXP.0
I EXP. B
I EXP.0
(916) 452-7021 FAX 403-1519 sales@duralum.com
SHEET 6 OF 29
16"
28'-2"
25'-7"
1 25'-7"
1 22'-6"
25'-2"
1 21'4"
.042
10
24"
23,_0„
1 20,_10„
1 20,_10"
18'4"
1 20'-0"
1 18'_2„
.042 16" 1 21'-0" 21,_0„ 21'_0" 21'_0„ 21'_0„ 1 21•_0"
20 24" 1 17,_2„ 17,4„ 17'-2" 17'-2" 1 17'4" 1 17,4,
30 I '042 I 24" I 14 -2" 114 -2" 114'-2" I 14'-2" I 14'-2" 114'4"
* ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING
BETWEEN MAY BE USED AT 32" D.C. OR 48" o.c. SO LONG AS SINGLE RAFTER SPANS ARE NOT EXCEEDED.
___-TRIBUTARYWIDTH
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
TABLE
.,
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/2312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 20 8 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED. BY: KK 8 D.P.
90, 100 & 110 MPH
(916) 452-7021 FAX 403-1519 sales@duralum.com
SHEET 6 OF 29
PROJECTION
SPAN
O.H.
h
TRIBUTARY TRIBUTARY=
WIDTH 112 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/2312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 20 8 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED. BY: KK 8 D.P.
90, 100 & 110 MPH
(916) 452-7021 FAX 403-1519 sales@duralum.com
SHEET 6 OF 29
PANEL FASTENERS 90/100/110. MPH EXPOSURE'B & C
AR 15 ?.UU�
12-- X �J 'I/L" VV h'ANtL
24"
90- MPH
0„
24" TRI -'V" PAN
10
OFE
#10 S.M.S.
#10 S.M.S.
20
110- MPH
O
L.L.= PSF
90 -MPH
100 -MPH
#12 S.M.S.
#12 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
10'-2"
10'-2"
12'-9"
O
10
#10 S.M.S.
#10 S.M.S.
#10'S.M.S.ar
20
8'-10"
8'-10"
10'-3"
10'-3"
11'-4"
11'-4"
). 37948
20
#10 S.M.S.
#10 S.M.S.
#12 S.M.S. t.
(
F#R 3 1 2Q 11
8'-4"
V-10"
9'-10"
10'-8"
10'-8"
30
#12 S.M.S.
#12 S.M.S.
#12 S.M.S.
�. CiVIt
q
C
12-- X �J 'I/L" VV h'ANtL
L.L.= PSF
90- MPH
100- MPH
110- MPH
10
#10 S.M.S.
#10 S.M.S.
#10 S.M.S.
20
#10 S.M.S:
#10 S.M.S.
#12 S.M.S.
30
#12 S.M.S.
#12 S.M.S.
#12 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
075"
750"
.440"
.860"
I OPTIX® PRODUCTS ACRYLIC PER
R9.250 I.C.C. E.R. 5411 OR EQUAL
f�
KYLIGHT DETAIL 1
scHFnt II F OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2"
FLAT
PANEL ADJACEN I I U SKYLILiH I NANtLJ
L.L.=
6" PANEL SPANS / 8" PANEL SPANS
110 -MPH
t=.020"
t=.024"
t=.032"
t=.040"
6"
8"
6"
8"
6"
8"
6"
8"
10
10'-2"
10'-2"
12'-9"
12'-9"
13'-4"
13'-4"
14'-7"
14'-7"
20
8'-10"
8'-10"
10'-3"
10'-3"
11'-4"
11'-4"
12'-3"
12'-3"
30
T-1"
7'-1"
8'-4"
8'-4"
V-10"
9'-10"
10'-8"
10'-8"
USE A MAX. OF (1) SKYLIGHT PANEL PER:
(3) 8" ROOF PANELS OR (4) 6" ROOF PANELS
L.L.= PSF
90- MPH
100- MPH
110 -MPH
10
#10 S.M.S.
#10 S.M.S.
#10 S.M.S.
20
#10 S.M.S.
#10 S.M.S.
#12 S.M.S.
30
#12 S.M.S.
#12 S.M.S.
#12 S.M.S.
6" / 8"x2 1/2" FLAT PAN W/(2) -V'S
DRAWN BY: K.K.
TOM CAMPBELL 6 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674
DATE: 10123/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 a 30 ps1
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
PANEL FASTENERS
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 5 OF 29
REVISED BY: K.K. & D.P.
90, 100 & 110 MPH
(916) 452-7021 FAX 403-1519 sales a@dumlum.com
HANGER CHANNELS AND MOUNTING BRACKETS
1.50" WALL FASTENERS —�
ALUM. 3004-1-136 06 SEE TABLE
1.50'I 1A .25"R
`0 0 0 ` WALL
N
� FASTENERS
1.75 O
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET. \r-
ALUM.
c
ALUM. PANEL 2x 0D
3x ALUM, RAFTER
FASCIA BOARD'
ALLOWABLE PROJ.
SEE TABLE BELOW
.281"
ALUM.ALLOY
6063-T6
.060" B
EXTRUDED HANGER CHI NEL
EXIST. EAVES, RAFTER
EXISTING EAVE—.—
EXISTING EAVE CONNECTION ( 2
#10 SMS @ PANEL
LOCKS OR 98 SMS
o
o
AT EA. CONTACT
WIND AT 2x FASCADESIGN W/SIMPSONIA35
CONTINUOUS A- RAIL
ROOF PANEL
(WHERE OCCURS)
LL=20
ALUM.ALLOY
A
F
U) 6063-T6
#10 SMS @ EA. CONTACT
w
WALL CONNECTION
O
ALUM.ALLOY
6063-T6
I.R. HANGER
2.740"
T=.060" J III Iw
N
WALL FASTENERS
o
o
SEE TABLE
WIND AT 2x FASCADESIGN W/SIMPSONIA35
O.C.OOD UD
AT 6"
O
15
LL=20
LL=10 LL=20 LL=30
A
APPROVED 3" OR 4"
j j
ROOF PANEL
o
IINSUL.
J J
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
ALLOWABLE DECK / RAFTER SPAN
WIND AT 2x FASCADESIGN W/SIMPSONIA35
O.C.OOD UD
AT 6"
A CON RETEONAR
15
LL=20
LL=10 LL=20 LL=30
LL=10 LL=20 LL=30
LL=10 LL=20
LL=30
90
A BorD BorD
E E E
J J
K
100
BorC BorD BorD
E E E
J J
K
110
D BorD BorD
E E E
J J
K
17'-6"
14'-0"
9'-6"
2"x8" FULL
24" O.C.
DESCRIPTION OF LAG SCREW SEE NOTE BELOW)
29'-3"
26'-0"
zz A=3/8"0
QLu LU
U)I'li CL
�F
x 1 1/2" @ 12" O.C.
B=3/8" 0 x 1 1/2" @ 8" O.C.
C=7/16"O x 1 1/2" @ 10" O.C.
D=7/16"O x 1 1/2" @ 12" O.C.
E=3/8"O x 4" @ O.C. EACH STUD
F=7/16"O x 4" @ O.C. EACH STUD
J=1/4"0x1 1/8"@16" A.B.
K=1/4"0x1 1/8"@12" A.B.
EXIST. RAFTER
DRAWN BY: K.K.
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG
LL=10
LL=20
LL=30
2' x 4"16"
FULL OR
..
OC
V-6"
16'-8"
13'-10"
9'-3"
T-0" 11'-8" 8'4"
5'-10"
2" x 4"
FULL
24" O.C.
V-6"
10'-8"
8'-3"
5'-6"
2'-0" 7'-0" 4'-6"
T-0"
2"x6"FULL OR2'-0"
2"x8"NOTCHED
24" O.C.
17'-6"
14'-0"
9'-6"
2"x8" FULL
24" O.C.
2,-0"
29'-3"
26'-0"
16'-9"
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
#10 SMS T&B
1.880 AT 12' O.C.
L37948 r
31 1011
CMI �a
10# L.L.=(2)#8 SMS EA. SIDE -
DRAWN BY: K.K.
If
1 1/2" 20#/30#L.L.=(2)#10 SMS EA. SIDE
3/16"
U -BRACKET
8„ 0
STEEL
3/4' OR 1 1/2"
0
0
1/4"0 HOLES,TYP.
NOTE: PROVIDE WATER
DURAL PRODUCTS, INC.
1(916)
g' o
PROTECTION, METAL FLASHING"
I 2x6 1/2"
"
O
r CAUCK JOINTS AND SLOPE
TO DRAIN
� 5" MIN.
I
ER
IRAF
TYPICAL BRACKET AT EVERY 2x
1 114"
\
FOR SPAN SEE ALLOWABLE
\ EXISTING WOOD STUD FRAMING
EAVE LENGTH
DECK/RAFTER SPAN TABLE
2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf
2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf
RAFTER TO
WALL CONNECTION O3
W.S.
NOTE: PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL
OBRACKET CONNECTION
!x6 OR 2x5 LEDGER
3)-#10x1 3/4"
PATIO COVER
NOTE:BRACKET
MAY BE MOUNTED
BELOW RAFTER W/
SAME CONNECTION'S.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674
DATE::
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
AND BRACKET
10, 20 & 30 psf
DURAL PRODUCTS, INC.
1(916)
NONE
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
A17ACHMENTS
HORIZ. WIND =
g0, 100 & 110 MPH
IN
8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 7 OF 29
452-7021 FAX 403-1519 sales@duralum.mm
REVISED BY: K.K. & D.P.
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
1 3„�2„ I 3.00” SQ.
3.00"SQ. 032' #10 sons 3.00" SQ. =3 n.xt=.1a8''
024" A. SIDE
�11.00k� o H=3"SQ.xt=.250'�I
EA. SIDE4).
J =4"SQ.Xt=.1881
6.5., „ O —� .075" oosQ 1 ' K=5"SQ.xt=.1Be"L .040"ALUM. 11.048"STEEL024" O3 0"4.0" OR 5.0"5/8" PLASTIC PLUG E
3" SQ. ALUM. POST 3
709 3" SQ. ALUM. POST MAG POST SQUARE
�1Q,R 5 WITH SIDE PLATES OD 0 3004- 36 3" SQ. ALUM. POST STEEL POST
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 3" A65 STEEL POST ASTM A36 GRADE 40
A A653 GRADE 40 ALUM. ALLOY 6063-T6
FESS' ALUM. ALLOY 3.00" OR 2.0"
I. CAMA 6063-T5 2.40"
?
)
02
7/16"OHOLE .56" 2 FLANGES
1/8" APART
CSS
(2)-#12 SMS EA.
SIDE OF POST OR
3" SO. ALUM POST
PATIO COVER SYSTEM AS MFG. BY:
c9 H
�i,.-: 37948
0 .75"
ASTM GRADE 40 STEEL 1.125" 2.s„
ER 31.
COLUMN I
75" BASE FLARES
,`.
R
0
.75"
15T' TO T WIDE EA.
c1W.
1.60"
TYP� _ -- - SIDE OF FLANGES
S
�.7,
8269 ALPINE AVE., SACRAMENTO, CA 95826
T
OF
INSTALL WASH. PLATOE
TYP.
USE FOR 3"
POST ONLY
5
1%"x 5/16"x 5}i" WHEN USING .090"
.so"
It 1-7/16"0 HOLE
IIN
110 MPH WIND AREA
2- 5/16"0 HOLES gTYP8" HOLES
SIDE
.090" BRACKET FOR 3" POSTS
1040 STL.
ALUM "T" BRACKET
STEEL "T' BRACKET 5
T=.060" T>'P.
AUGER PARTS PAINTED 20"20"
�3
4�-1/4" LAG SCREWS
1 PE
2 5" NE O WAL
INTO
2 1/8" 2 1/8" 'T" BRACKET
7/e" 3"s4 POST wi
ALUM. ALLOY
6063-T5
"H" BRACKET
J
Q
DRAWN BY: K.K.
1,
CSS
(2)-#12 SMS EA.
SIDE OF POST OR
3" SO. ALUM POST
PATIO COVER SYSTEM AS MFG. BY:
_ -o
0 2 "
1
1/4" M.B. THROUGH
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN I
1
/
POST
'
T
I
POST TYPES
WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
x
_ 0
L/
7 GA. PL. (.18")
90, 100 8 110 MPH
0, 100
I
11/16" 0 ROD 3/16"
1/8' z
I
1040 STL.
AUGER PARTS PAINTED 20"20"
"RUST-0-LEUM" OR EQUAL
3"SQ.POST BRACKET:
2 1/2"x 2 1/2"
OR HOT DIPPED GALVANIZED
(1)-1/4" 0 M.B.
x 7 GA. STL.
OR ELECTROPLATED
PER SIDE (2 -TOT.)
PLT. ASTM A36
4" DIA. 9 GA.
ASTM A-36 HELIX
3" x 8"
ALUM. RAFT. BRACKET
3/16"
9"x16"x7 GA.
3" x 8" ALUM. HEADER
NOTE:
STEEL PLA
ASTM A36 TE
SINGLE PASS WELDED
AUGER ANCHOR
MAY BE USED WITH
AUGER PARTS PAINTED
3"SQ. ALUM. POST
"RUST-O-LEUM" OR EQUAL
HEADER BRACKET
ONLY.
OR HOT DIPPED GALVANIZED
NOTE:
OR ELECTROPLATED
STEEL FOOTINGS AND AUGER ANCHOR TO BE
USED FOR 10 L.L. ATTACHED STRUCTURE ONLY.
SINGLE PASS WELDED „\
c= rnKir Cl Ac Oner CDArlKl - TAoi C CnD CDAn[Kir_
STEEL FOOTING n6%
DRAWN BY: K.K.
TOM CAMPBELL &ASSOCIATES, INC.
WE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10123/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN I
10, 20'8 30 psl
DURALUM PRODUCTS, INC.
'
SCALE NONE
RANCHO CUCAMONGA. CA (951) 741-2107
POST TYPES
WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 29
REVISED BY: K.K. 8 D.P.
90, 100 8 110 MPH
0, 100
(916) 452-7021 FAX 403.1519 salesQa duretum.com
COLUMN / POST. TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
POST TYBRACKET USE WITH n__7
POST TYPE CKE OR E. STEEL POST ONLY:
STEEL "T"BRACKET USE WITH i I USE POST TYPE (3)-5/8"0 BOLTS
'T' BRACKET POST TYPE B,C,D,E,F,G,H,J OR K. F, G, H, J OR K FOR POST TYPE J -�
3"SQ. POST W/ ALUM.'T'BRACKET: I I
3"SQ. POST (2)-112 SMS EA. 3" SQ. POST USE (2 -318"0 HILTI j
SIDE OF POST OR KWIK .-OLTST-BR C EQUAL , (2)-1/2"0 BOLTS
SID1/4" M.B. THROUGH STEEL.^T^BRACKET: 1/2 DEPTH R I FOR ALL OTHER
SEE NOTES BELOW USE (2)-318^0 HILT[ KWIK FOOTING OR I I CONDITIONS
POST BOLTS OR EQUAL 12" MIN. EMBD.
(— (2)-3/8"0 HILTI "KWIK"'
FOR K
(2" MIN. EMBEDMENT DEPTH I ;;
BOLTS, OR EQUAL, EACH VJIK BOLTS r n c
BRACKET TO SLAB.
MINIMUM DISTANCE TO
EDGE OF SLAB = 2-1/2"
• ,. N.:; ; _ SLAB SHALL BE IN
GOOD CONDITION
FOR SIZE
3 1/2" MIN. SEE Foo'
SCHEDUL
EXISTING SLAB 0 _
ATTACHED
ALTERNATE FTG.
CUBE SIZE
SO. 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 Wl 3 112" SLAB
d _
•a
. a
u POURED CONCRETE
FOOTING SEE NOTE
3" SQ. POSTS TO CONC. FOOTING
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23' 8 24" CUBE
(2)-12"0
3 1/4"
25"- 30" CUBE
(4)-112"0
3 1/4"
31"- 34" CUBE
(4)-5B"0
4"
35" - 39' CUBE
(4)-314"0
4 3/4"
40' - 42" CUBE
(4)-3/4"0
4 3/4"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
SPECIAL INSPECTION REQUIRED.
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
" X 0'-=%" AT STEEL 'T'
ACKET.
MAR 15 2009
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
6"INSERT
x .188"
ASTM A36
STEEL
STEEL
3" SQ. POST (STL.) -- - -
OR FLUTED
OR 4" SQ. POST (STL.)
INSERT—
PC
PL.5/8"THK. `- --'
112" s" 11/2.
1 12" 15^ 1 112'
WELDED STEEL BASE PLATE
BASE PLATE SCHEDULE
PLATE SIZE I MAYBE USED WITH POST TYPE, SEE SHT. 8
12" SQ. x 5/8-1 B. C, D, F & G
18" SQ. x 5/8' 1 B. C, D, F, G. & H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE)
(4)- 3/4"0 HILT[ KWIK BOLT TZ CARBON STEEL
12"x12"x 5/8" PER I.C.C. ESR -1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH)
(4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL
18"x18"x 5/8" PER I.C.C. ESR -19170R EQUAL
1(4 3/4" EMBEDMENT DEPTH)
DRAwN BY: K.K.
• d
COLUMN
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674
Lu D
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 & 3o s
P
OURALUM PRODUCTS, INC.
1(916)
Lu
- RANCHO CUCAMONGA, CA (951) 741-2107
AND EMBEDMENT
HORIZ. WIND =
90, 100 8 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
452-7021 FAX 403-1519 sales®dumlum.mm SHEET 9 OF 29
REVISED BY: K.K. & D.P.
(1)-1/2"OM.B.
w
x9" LONG, 1"
SQUARE
FROM END
SEE FIGS,
OF POST
SCHED.
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
" X 0'-=%" AT STEEL 'T'
ACKET.
MAR 15 2009
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
6"INSERT
x .188"
ASTM A36
STEEL
STEEL
3" SQ. POST (STL.) -- - -
OR FLUTED
OR 4" SQ. POST (STL.)
INSERT—
PC
PL.5/8"THK. `- --'
112" s" 11/2.
1 12" 15^ 1 112'
WELDED STEEL BASE PLATE
BASE PLATE SCHEDULE
PLATE SIZE I MAYBE USED WITH POST TYPE, SEE SHT. 8
12" SQ. x 5/8-1 B. C, D, F & G
18" SQ. x 5/8' 1 B. C, D, F, G. & H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE)
(4)- 3/4"0 HILT[ KWIK BOLT TZ CARBON STEEL
12"x12"x 5/8" PER I.C.C. ESR -1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH)
(4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL
18"x18"x 5/8" PER I.C.C. ESR -19170R EQUAL
1(4 3/4" EMBEDMENT DEPTH)
DRAwN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
COLUMN
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 & 3o s
P
OURALUM PRODUCTS, INC.
1(916)
SCALE: NONE
- RANCHO CUCAMONGA, CA (951) 741-2107
AND EMBEDMENT
HORIZ. WIND =
90, 100 8 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
452-7021 FAX 403-1519 sales®dumlum.mm SHEET 9 OF 29
REVISED BY: K.K. & D.P.
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.00" SQ.
2.00"SPLICE WHERE _11 •0or—
CE
1.79" OCCURS SPLICE WHERE SPLIOCCURSE
- � OCCURS
.4.6" 075'
co. 73.. 2.57" a.s" TYP. 4"R
—}- TYR 048"
2.19"02.93Y
I z.6a" obs^
2.04" TYP. I `�1
2.08" ass' .28"
TYP.
rt 4.0000" 3.0•
2.7' ASTM A653 GRADE 40
.038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6
ALLOY 3004-H36 O 6063-T6 O O O E
6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM
4., MAR ?009 pFES
3.0"
Q�
L 3.. J �O�. C � �►� � MAX. L� 2" I -r s.s"
r7
_T
SPLICE t � �7n,�p r m
WHERE 4" SPLICE WHERE W I o. 3 / .740 m 8.0••
OCCURS _—.070' OCCURS � �7
TYP.ft 31 1011 -' .032"
T110"
TYP. sj. CN11.
ALUM. ALLOY F , ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
6063 T6 ALUM. T6OY OR EQUAL J OR EQUAL
4" I -BEAM O 7" I -BEAM O DBL. 2 x 6.5 BEAM 3 x 8 BEAM O
3.0" [— 1
L 3"
ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
MAX. 3" g., 5.,
r � 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
-� �— .042"
i 8„ .042" T=14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM
I
j 7.875" ASTM A653 GRADE 50
I
ALUM. ALLOY 3004-H36O ALUM. ALLOY 3004-H36 I II 625"
OR EQUAL OR EQUAL m2.875"
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM
STEELINSERT
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741.2107
BEAM TYPES
HORIZ. WIND = -
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 10 OF 29
REVISED BY: KK & D.P.
90, 100 & 110 MPH
(916) 452-7021 FAX 403-1519 salosum um.mm
BEAM TO POST CONNECTION DETAILS
OPTIONAL DECORATIVE FASCIA
( WOOD. ALUM. OR HARDBORD) _ 3" x 8" x.042" BEAM, '
3" SQ. STEEL OR \)-Xl0 S.M.S. EA. SIOE (4) -TOT.
MAG BEAM. -
010 S.M.S. TOP & BOTT. (2) -TOT.
1 1/2 OR 2 SQ. OR 2
2412 x 1/2" S.M.S. EACH SIDE OF 3"
SQ. POST (4 -TOTAL)
TOM CAMPBELL & ASSOCIATES, INC.
BEAM TO POST
UVE LOAD =
#10 x 1/2" S.M.S. TOP
- -
- -
DATE: 10/2312007
ALTERNATE: 114"0 BOLT W/ WASHER
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
& BOTT. (2) -TOT.
1 1/4"
RANCHO CUCAMONGACA (951) 741-2107
ATTACHMENT
EA. SIDE OF 3" SO. POST
-
•
-
,
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales@dumlum.wm
SHEET 12 OF 29
1.5011ROOF
PANEL
J4-
6 1/ "
+I
,,, 0"
ROLLFORMED,OR
'
.75
i !� OI+
(4)-#14 SDS @ EA. SIDE
EXTRUDED GUTTER
FASCIA
ALUM. BRACKETX
L — -
3" SO. POST
TOP & BOTT. TOT.=16
#10 S.M.S. @12"O.C.
,.•
-
2.35"
_
-
2'
1"
61/2"x2"
.024"RAFTER
2-1110 x 1/2" S.M.S. EACH SIDE OF 3"
SO. POST (4 -TOTAL)
ALTERNATE: 1/4"0 BOLT wi WASHER
EA. SIDE OF 3" SO. POST
�
RAFTER TAIL' TO GUTTER 15
"TAIL"
3" X 3" ALUM. OR
i
STEEL POST
/
3.00"
OR .240"
3" SQ. POST
i
1 [�
3.125" FOR 3 x RAFTER
H - BRACKET TO POST
2.125" FOR 2 x RAFTER
GUTTER FASCIA
MAG BEAM
3" SO. POST
3"SQ. STL. BEAM
3
ALUM ALLOY 3003-H24
ALUM. ALLOY 3003-H24
i
28" 3" 2'�
1.50" 1.50
28" y 2" 2„
1 1/2"
t = .040" 6063-T6
t = .040" 3004-H36 ALUM.
_� �'• .018"
018,
OP1
T
I}
(4)
(4) - #8 x ET O SCREWS
BRACKET TO RAFTER
2"x3" LATTICE TUBE
" SQ. ORP2
} MIN.
TUBE
11/2"
0
8 x 2 "SMS, 2 1/2"
0
OR 3 1/2", TYP.
c� �P MAR 16
0
X. LATTICE
@ 3"O.C. MIN. UP TO 7"O.C. MAX. w 11.—No. 37948 � � 2.750'
-RAFTER* ExIM
tfj9 (4) - #8 x ET TEK SCREWS
LATTICE TUBE TO RAFTER
CNl1. Q BRACKET TO BEAM
17 "U" BRACKET - RAFTER TO BEAM
DRAWN BY: KK.
TOM CAMPBELL & ASSOCIATES, INC.
BEAM TO POST
UVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/2312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGACA (951) 741-2107
ATTACHMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
•
REVISED BY: K.K. 8 D.P.
,
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales@dumlum.wm
SHEET 12 OF 29
SIMPLE SPLICE
SPLICE DETAILS ll I BEAM TO POST DETAILS
FULL MOMENT
#10 S.M.S. II #12 S.M.S. 11
(e TOT. TYP. THICKNESS =.035' (24 TOT TYP. THICKNRSS =.035"
u 'I
6.38"
0 II
+ i + + ++ + + n + + ++
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE.SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
3"—{ TOTAL= (8)-1/2"0 BOLTS
.........._........................_...............................
_............ ............... ............. ......
�.00�� h4AR 009
0 O O
SPLICE WHERE -74u .
OCCURS
070"0 O E P
TYP.uj
j
�
....... ................... ........................... _....... ....... ......... ........................................... ........ _..... ......
X E
ALUM.ALLOY S
6063-T6
4" I -BEAM T-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
OCCUI
ALUM.ALLOY
6063-T6
7" I-RFA11A
(2)#10 S.M.S.[ EA.
VALLEY, TYP.
e
#12 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ 8"O.C.
AX. STAGGER IN BEAM
FLANGE
F PANEL
4"x3" ALUM. "I" BM. OR (4)-1/4"O M.B. BEAM
7"x4" ALUM. "I" BM. TO BRACKET
2- 3/8"0 M.B. THRU STL. "T'
BRACKET TO POST..
POST, SEE SCHEDULE• - v
ALTERNATE BEAM TO POST CONN.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674
NOTCH I -BEAM FLANGE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
SPLICE DETAILS
10, 20 8 30 ps(
HORIZ. WIND =
AS NEEDED TO CLEAR
I -BEAM ALUM ALLOY
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
SQ. POST,CONNECT WEB
(6061-T6) ALTERNATE
d miu SHEET 11 OF 29
(916) 452-7021 FAX 403-1519 sates®durelum.com
TO POST W/(2)-1/2"0
STL. C -BEAM
THRU-BOLTS
SQ. POST
BEAM TO POST CONN.
e
#12 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ 8"O.C.
AX. STAGGER IN BEAM
FLANGE
F PANEL
4"x3" ALUM. "I" BM. OR (4)-1/4"O M.B. BEAM
7"x4" ALUM. "I" BM. TO BRACKET
2- 3/8"0 M.B. THRU STL. "T'
BRACKET TO POST..
POST, SEE SCHEDULE• - v
ALTERNATE BEAM TO POST CONN.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
SPLICE DETAILS
10, 20 8 30 ps(
HORIZ. WIND =
DURAL IN PRODUCTS, INC.
6269 ALPINE AVE., SACRAMENTO,
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
90, 100 8 110 MPH
d miu SHEET 11 OF 29
(916) 452-7021 FAX 403-1519 sates®durelum.com
REVISED BY: K.K. 8 D.P.
DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION
' jBEAM SPLICE TO
1 1/2" OR 2"LATTICE #8 S.M.S. OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
POST. NOT PERMITTED PLUG WHERE
ALTERNATE 1/2" DOUBLE RAFTER 6 SCREWS @ 2 -POST UNITS SCREW IS INSIDE
BOLT CONNECTION PLAN 2
ALTERNATE: PER SIDE I
#14 SMS MAY
4-#14 S.M.S. EACH BE USE AS
RAFTER TO COL. ALTERNATE TO
-- CONNECT. (B -TOT.) 3.5" 3.5" 1/4"0 BOLTS
3.5" 3.5..
1„ -- 8" BEAM
.5 . l 5
----- '4.5!'0 6„ OR
-- 1" 6-#14 SMS EA.
SIDE I I 6 1/2" SIDEPLATE EA.
3'k 3"STL.POST (24")I ° I X_
ALTERNATE: #14 SMS EA. SIDE I i SIDE SEE POST SCHED.
INSERT ATTACHED OR (2)-2x6.5" OR TOP, MID HEIGHT
3"x 3"STL.POST COLUMN I (2)-3"xB"HEADER AND BOTTOM.
FOR FREESTANDING 3"SQ. POST BETWEEN SIDE PLATES
(2)-v2°BOLT _ BEAM TO POST CONNECTION
2"x 6.5" SIDEPLATE '
POST SCHEDULE 21
DBL: RAFTER / DBL. HEADER CONN. 19
3" SQ. x .024" + (2)-2" x 6 1/2" x .024" 3" SQ. x .024" + (2)-2" x 6 1/2" x .032"
EW/ (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. MAR 1 51009
SHEATHING FES
#8 S.M.S. EACH SIDE Q v
LATTICE 1 1/2" OR 2" 2"x6" LEDGER (EXIST.)
Cal
U)
2 t�
w 3/8" LAG SCREWLLI
2"x6.5" OR 3" 'RAFTER E+,R�r�14�01�
ALTERNATES/2" BOLT
c
CIVIL.
ALTERNATE:
2)-#10 S.M.S. EACH RAFTER EXIST. )
TO COLUMN CONNECTION (4 -TOTAL) 1' STUCCO OR EQUAL
ALTERNATE: 2.5" PENE.INTO WOOD FRAMING
ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER
3"x3"x0.024" (1) - 1/2" BOLT OR
CONNECTOR (2)- #10 S.M.S. EACH RAFTER EXIST. STUCCO /LEDGER ATTACHMENT DETAIL
STUB COLUMN TO DOUBLE HEADER CONN 20
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674,
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
',
10, 20 &30 ps1
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-�021
SCALE: NONE
CA (951) 741-2107
RANCHO CUCAMONGA,.
CONNECTIONS
HORIZ. WIND =
90, 100 8 110 MPH
FAX 403-1519 sales®dumlum.cem SHEET 13 OF 29
REVISED BY: K.K. 8 D.P.
m
POST F MAX HT.= 8' FREESTANDING ONLY
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
DRAWN BY: KK
6.5" ROLLFORM
4" I -BEAM
LIVE LOAD =
4.5" / MAG GUTTER
MAG BEAM
3" SQ. STEEL
BEAM
>
20
10, zo a 30 par
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY: K.K. 8 D.P.
RANCHO CUCAMONGA. CA (951) 741-2107
AND ATTACHED
HO WIND =
90,100 a 110 MPH1(916)452-7021SHEET
8269 ALPINE AVE., SACRAMENTO, CA 85626
0
9p MAX.COL.
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST FREESTAND ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
SPACING
SPACING
SPACING
SPACING FTG. MIN• FTG MIN.
SPACING
SPACING
FTG
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN.
~
ON SLAB
POST
POST
POST
•
POST
POST . POST
POST
POST
POST
POST
( IN)
TYPE
( IN)
TYPE
( IN)
TYPE
IN
( )
TYPE
(IN.) TYPE (IN.).TYPE
(IN)
TYPE
I
(N)
TYPE
IN
(IN.)
TYPE
(IN•)
TYPE
4'
17'-0"
14'-6"
28
F
22
B
19'-48'-10"
33
G
24
B
15'-2" 28 F 22
B
14'-0"
28
F
22
B
15'-2"
28
F
22
B
5'
13'-7"
13'-0"
28
F
23
B
18'-0"
28
G
25
B
13'-6" 28 F 23
B
13'-0"
28
F
23
B
14'-1"
28
F
23
B
6'
11'-4"
11'-1 o"
26
F
23
B
16'-8'S
28
G
26
B
12'-4" 28 F 24
B
12'-3"
28
F
24
B
13'-3"
28
F
24
B
-7„
7'
9'-8"
11'-o"
26
G
24
B
15 14,
28
G
27
B
11'-5" 26 G 24
B
11'-8"
26
G
25
B
12'-7"
28
G
25
B
5„
8'
8'-6"
10'-3"
26
G
24
B
14'-6"
28
G
27
B
10'-8" 26 G 25
B
11'-1"
26
G
25
B
12'-0"
26
G
26
B
9'
7'-7"
9'-8"
26
G
25
B
13-7'2,-9
28
G
28
B
10'-1" 26 G 25
B
10'-5"
26
G
26
B
11'-7"
26
G
27
B
10'
6'-9"
9'-2"
26
G
25
B
12'-1
28
G
28
B
9'-6" 26 G 26
B
9'-10"
26
G
26
B
11'-2"
26
G
27
B
12--1 „
11'
6'-2"
8'-9-,.
26G
26
B
12'-1'1,x„
28
G
29
B
9'-2" 26 G26
B
9'-5"
26
G
27
B
1o'-10"
26
G
28
B
12'
5'-8..
11' -s'1'
26
G
29
B
9'-0"
26
G
27
B
10'-6"
26
G
28
B
-o"
13'
5'-2"
11'-3"
28
H
30
B
8'-8"
28
H
28
B
10'-3"
28
H
29
B
,-'l 0'-7"
14'
4'-10"
10'
io
28
H
30
B
OQ
8'-4"
28
H
28
B
1 o' -o"
28
H'
.29
B
3
1.
15'
4'-6"
10'-6"
28
H
30
B
8'-1"
28
H
28
B
9'-9"
28
H
30
B
16'
4'-3"
10"-2"
28
H
31
B
F- (�1
7'-10"
28
H
29
B
9'-6"
28
H
30
B
.37
17'
4'-0"
28
H
31
B
* E
7'-7"
28
H
29
B
9'-4"
28
H
31
B
9'-3"
18'
3'-9"
28
H
31
B
>,9 IVII.
7'-4"
28
H
29
B
9'-2"
28
H31
B
19'
3'-7"
9'-2'
33
H
31
B
7'-2"
33
H
29
B
9'-0"
33
H
32
B
,-8--1 0"
20'
3-4
9`0" "
33
H
1 32
B
7'-0"
33
H
30
B
8'-10"
33
H
32
B
POST F MAX HT.= 8' FREESTANDING ONLY
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
DRAWN BY: KK
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
20
10, zo a 30 par
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY: K.K. 8 D.P.
RANCHO CUCAMONGA. CA (951) 741-2107
AND ATTACHED
HO WIND =
90,100 a 110 MPH1(916)452-7021SHEET
8269 ALPINE AVE., SACRAMENTO, CA 85626
14 OF 29
10 # LL 90 MPH
FAX 403-1519 sales@duralum.com
- T'10#--'L'L-
-T00-MPH,FREESTAND:& ATTACHED -OPEN LATTICE PATIOS..12{' OR -LESS _EXP: B &C -
111 --Z=—
3
i�
¢ 2
t- F
o
`$
~
U mREESTAND
O Z
0— g
� a z
m O
3" SQ.
STEEL
BEAM
LATTICE
DBL. 3"x8"x.042"BEAM
PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674
_
DBL.2"x6.5"x.032"
OR 3;'x8'
BEAM
BEAM
x -
3"xs° BEAMw/INSERT
SCALE: NONE
NCHO CAMONGA, CA (951) 741-2107
AND ATTACHED
HORI2. WIND =
90, 100 8 110 MPH
Q F
a
m
m
~ �
MINIMUM NO.
OF
FOOTNOTE:
POST '
'
2
EXP. C
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
MAX.MAXPOST
SPACING
FOR DBL.
2" x 6.5x.032"
MAX.POST
SPACING .
FOR 3" x 8"
BEAM
FREESTAND
ATT.
MAX.POST
SPACING
ATT.
POST TYPE 1
POST TYPE
FTG.
(IN.)
MIN- POSTFTG.
TYPE
(IN.)
FTG.
(IN.)
MIN. FTGPOST.
TYPE (IN•)
FTG.
(IN.)
MIN.
TYPE
FTPOSTG.
(IN.)
FTG.
(IN.)
MIN. i
TYPE
FTG.
(IN.)
EXP. B
EXP. C
EXP. B
4'
25'-4"
17-4"
„
30
G
22
23'-20, a"
35
G 23
-15'-7"
14'-0"
16'-4"
4'-7"
30
G
20
31'-0"
27'-8"
•35'
G
27
6'
2
2
2
2
5'
20'-3"
_
16,_1'1
4'-10'
30
G
23
20'-8"
18'-6"
35
24
G-
13-1
12'-6
14'-8"
13'=1"
30
G
21
27'-9'4
35
G
28
7
2
3
2
2
6
16'-101,
30
G
24
18'-10
6'-10"
35
G 24
12'-8"
11'-5"
131.4„1'-1 r'
30
G
21
25' 217„
. 35
G'
28
B.
2
-
3
2
_ ' ..
2
2
2
2
7'
14'-6"
14
13'-3"
30
C7
25
17 X11
15'-7"
30
G 25
1 �'-s"
10'-7'
12'-4"
11'-0"
30
G
22
23 0'-11'
35
G
29
9,
3
3
2
8'
12'-81,
13'-9"
12,_81,
30
G
26
191"
14'-7"
30.
G 25
11'-0"
9'-11"
11'-7"
10'-4"
27
G
22
2 -
19'-T
35
G'
30
10'
3
3
2
9'
11'-3"
13'-3"
12 -2"
30
G
26
15'-5>-"30
13'-9"
G 26
10'x„
9'-4"
101-1
9'-9"
27
G
23
20'-s"
18'-5'
35
G`
30
11
3
4
2
10
1"0'-2"30
12'-9"
'
G-,-13'-1"
27
14'-8"
30
26
G
9'-10"
_
10' 4"
9'-3"
27
G7.
23
19,_7"
35
G
31
tr
3
4
2
2
11'
1
9 -3
12'-4"
1'4„
30
H
28
13'-1
12'-5„
30
27
�"�
9' 4"
8'-5"
9'-10"
8'-10'
27
H
24
18'- "
16'-8"
35
'
'
H
32
13'
4
4
2
3
12'
8'-5".'
12'-0"
27
H
28
13'-4"
30
H 27
9'-0"
9'-5"
27
H
24
17'-1 "O.
30
H;
32
14'
4
5
2
3
3
13'
7'-9"
11'-8"
_g"
30
H1---11'-5"
29
12'-1a"
30
28
8' 8"
.7'-9"
9'-11
8'-1"
30
f {
24
17'-2"
15'-'
30
H
32
15'
4
5
3
14'
7'_3,1
11'-5"
30
H
29
12' 4"
30
H 28
g' q„
g'_g"
- 30
H
25
15'-7"
30
H'
33
16'
4
5
3
3
15'
6'-9"
11'-2"
10'-3"
30
H
30 '
11'-110 8
30 .
H 28
8 -0 7'-3"
8 -5 Tom„
30
H
25
16 4, 3
30
" H,
33
1 r
5
6
3
3
16 '
6,_41' .
10'-1 "
30
,J -
30,
10'x"
30
J 29
T-9"
7'_0"
8'-2"
30
J
25
15'-6"
30
J
34
18'
5
6
3
3
17'
S'-11"
9'-101.
30
j
30
-
0
- 30
29
7 -s" 6 _g
7'-11'7'_1"
30
25
15 3' S„
30
J
34
19'
5
6
3
3
I
18
19'
5'_8"
5'-4"
10' 6"
9'-8"
_
6"
30
35
j
31
31
.10-9 s
10'-7"
9'-6"
30
35
. 29
2 9
T-4"6 7"
-2 "
7 6 -5
T-8"
8 s' -1o"
7 -6
6'-8"
30
35
. j
26
26
14-
14 2,-8„
30
35
j
34
35
zo'
5 .
6
3
FOOTNOTE:
HEADER
REQUIRED
ALLOWABLE
OR
3
'
AND OR MIN.
SPACING MUST
SLAB SPACING
LESSER MUST BE USED
NO. OF POST
EXCEED
20
5'-1"
10'-2'
35
31
10'x"
g'_3'
' 11"
-3"
T-4
6' 6"
35
26
„
13'-10
2'-4"
35
Ji
!
35
FOOTNOTE:
~ m MAR 15 2000 COL. TYPES 1= .024" SIDEPLATES, USE ON CONC. SLAB ONLY
NOTE: NO, 37948 COL. TYPES 2-.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS
FOOTING SHOWN REPRESENTS LENGTH OF W
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. Egg ° FOOTNOTE: "SAMPLE" '•CATES EXPOSURE C
WHERE SLAB OCCURS, CUBED FOOTING SIZE i �" FIGURE INDICATES EXPOSURE B
FIGURE INDI.
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. � civk
SEE ALTERNATE FOOTING TABLES �'4 ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATESFEXP. B & C.
r I -A AlI11A l/"
Smi.9 rum At imCrimu Non,
43
111 --Z=—
DRAWN BY: K.K.
T M C L A ES,,IN1
LATTICE
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674
_
-DATE: 10/2312007
-
GOMMER IAL :NDRE TRUCT L ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30 ps(
DURALUM PRODUCTS, INC. -
SCALE: NONE
NCHO CAMONGA, CA (951) 741-2107
AND ATTACHED
HORI2. WIND =
90, 100 8 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 25 OF 29
(916) 452-7021 FAX 403-1519 sales®duraium.com
REVISED BY: KK. 8 D.P.
10 # L.L. 100 MPH
DRAWN BY: K.K.
CAM S, INC.
AM=S.
LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
10#
L.L.
110 MPH FREESTAND.& ATTACHED OPEN.
LATTICE
PATIOS
12'
OR LESS EXP: B &C
SCALE: NONE
RANCH AMONGA, CA 51) 741-2107
AND ATTACHED
HORIZ. WIND =
3" SQ. STEEL BEAM
DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x;032" BEAM
REVISED BY: K.K. 8 D.P.
3"x8" BEAMw/INSERT
1n C I I 11n MPH
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales&Cdumlum.mm
Y
o'
OR 3x8
BEAM
}
MINIMUM NO. OF POST
O z m
FREESTAND
ATT.
FREESTAND
ATT.
MAX.POST
MAX.POST
FREESTAND
ATT.
FREESTAND
ATT.
I=—
FOOTNOTE:'
p
m
c0 - g
v
MAX.POST
SPACING
MIN.
MAX.POST
SPACING
MIN.
SPACING
SPACING
MAX.POST
SPACING
MIN.
p
m
POST TYPE 1
POST TYPE 2
MIN.
n z
2 (n O
FTG.
POST
FTG.
FTG.
POST
FTG.
FOR DBL.
FOR 3" x 8"
FTG.
POST
FTG.
FTG.
POST
FTG.
It
F
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
2" x 6.5x.032"
BEAM
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
EXP. 8
EXP. C
EXP. B
EXP. C
4'
25'-4"
16-6"
32
H
22
22'-0"
37
H
23
14'-1 ;'
15'-7"
32
H
20
29'-6"37
H
27
6'
2
2
2
2
5 -6"
0 -0"
3 -6
4'-2"--2_6'-9"
5
20'-3"
15'-5"
32
23
19'-s7'-10„
37
H
24
13'-4"
13'-1
32
H
21
26'-5"
37
H
. 28
2
3
2
2
14'-5"
12'-1"
2'-7'
23-11'
7,
6'
16'-10"
14'-9;,,32
H
24
18'-0"
32
H
24
12'-2"
12'-8
32
H
21
24'- x,
37
28
3
3
2
2
-7"
6'-3"
11'-0"
11'-6"
H
8'
7'
14'-6"
13'-12'11"
32
H
25
16'-85
32
H
25
11'-3"
11'-9"
28
H
22
22'-4'0-3'
37
H
29
3
3
2
2
1
10'-3"
10'-8"
9'
8'
12'4„
13'-2"
32
H
26
15'-7"
32
H
25
10'-6"
11'-0"
28
H
22
20'-1 "
37
H
30
10,
3
4
2
2
12'-4"
14'-1"
9 �,
01
-11
9'
11'4"
12'4"
32
H
26
14'-8"
32
H
26
9'-11"
10'-4"
28
H
23
19'-8'7-10
37
H
30
„
3
4
2
2
1 -10"
10'
10'-2"
12,_3"
32
H
27
13'-1
32
H
26
9'-5"
9'-10"
28
H
2318'-a'
37
H
31
12
4
4
2
3
1 5'
12'-8"
6'-11'
11'
9'-3„
11'-111,_2„
28
H
28
13'-3"
32
H
27
9,_0„
9'4"
28
H
24
17'-9"
32
H
32
13'
4
5
2
3
12'-0"
8'_2„
8'-6"
16-2„
12'
8'-5"
11'-6"
28
H
28
12'4"
32
H
27
8'-8"
9.4.
28H
24
17'-1"
32
H
32
14'
4
1'-6"
7, g„
8,_2„
--j-6-5"
5
3
3
13'
7'-9"
11'-3"
32
j
29
32
28
s'-3"
8'-8"
32
24
16'-4"
32
32
15'
4
7'-6"
7'-10"
14'-10'
5
3
3
14'
7'-3"_
32
j
29
11 0'
32
j
28
8'_0„7-2
8'-4"
32
j
25
15
32
j
33
16'
5
6
3
3
,fk
8„
7'-6"
141„
15'
6._9„
10'-9"
32
j
30
1
32
28
7'"g"
8,_1„
32
j
25
15'-3"
32
j
33
17'
5
6
3
4
10'-0"
10' 4"
7'-0"
7'-3"
13'-10
16'
6'-4"
10'-6"
32
J
30
11'-0'10'-0'
32
j
29
7'_6„
T-9"
32
j
25
14'-s"
32
j
34
18'
5
6
3
4
6'-9"
7'-1'
17'
5'-11"
1.0-3"
32
30
10-8'
32
1
29
7'-3"
7'-6"
32
25
14'-4"
32
34
1s'
S
7
3
4
g _7
.J
-8"
6'-6"
6'-10'
.J
13'-0"
.J
18'
5'-8"
10'-1'
32
,J
31
10
32
J
6'-7"
7'-4"
32
J
26
13'-1 "
32
J
34
7
3
4
-5"g,5.,6,-4„
6,-8"
12'-7"
19'
5'-4"
9'-10"
9'-3"
37
j
31
10'-1"
9,_2„
37
J
;29
29
6'-10"
6 -2"
7'-2"
6'-6"
37
j
26
13'-6"
12'-3"
37
j
35
FOOTNOTE:'
20
'
9'-9"
37
31
9'-10"
3
6'-8"
7'-0"
37
26
13'-2"
37
J
35
HEADER AND OR MIN. NO.OF POST
REQUIRED SPACING MUST EXCEED
5'-1
6'-0"
6' 4"
12'-0"
ALLOWABLE SLAB SPACING
s Cq
OR LESSER MUST BE USED
Xz
MAR 16 2000
FOOTNOTE:'
o
COL. TYPES
1 =.024"
SIDEPLATES,
USE ON CONC. SLAB ONLY
NOTE:
2
Z
COL.
TYPES
2 =.032"
SIDEPLATES,
ON CONC. SLAB OR FOOTING:
FOOTING SHOWN REPRESENTS LENGTH
OF
U'
r
m
EACH SIDE OF CUBED FOOTING WITHOUT
SLAB.
w
cr_
No. 37948
m
WHERE SLAB
OCCURS,
CUBED FOOTING SIZE
Ex
FOOTNOTE: "SAMPLE"
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
�d tr
*
FIGURE
INDICATES EXPOSURE
B
IH
FIGURE INDICATES EXPOSURE C
SEE ALTERNATE FOOTING
TABLES
�%',9
CrV11'
Q'
SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING
Or nw1
ADDITIONAL FOOTNOTE: WHERE ONLY
ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: K.K.
CAM S, INC.
AM=S.
LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1012312007
COMMERc RAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCH AMONGA, CA 51) 741-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 26 OF 29
REVISED BY: K.K. 8 D.P.
1n C I I 11n MPH
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales&Cdumlum.mm