PAT (08-1109)44060 Mariposa Ct
08-1109
P.O. BOX 1504
78-495 CALLE TAMPICO
'LA QUINTA, CALIFORNIA 92253
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number: X08-00001109, Owner:
Property Address: - 44060_MARIPOSA CT CORRIGAN DIANE & HUGH'
APN:. 604-091-006-6 -22982 - 44060 MARIPOSA CT
Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92248
Property Zoning: LOW DENSITY RESIDENTIAL' ' (760) 200-5659
Application valuation: 4362
1 Contractor:
Applican : `1 7 Architect or Engineer: LIFETIME PATIOS
r P.O. BOX 5806
LA QUINTA, CA 92248
(76.0)772-0013
Lic. No.: 770843
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professi Code, nd my License is in full force and effect.
Licens class: B1Q License 770843
Dater 2 7 yr O Contractor• _
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors'. State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_) I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
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
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: . 6/27/08
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I:have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier ENDURANCE REISN Policy Number WEN0015766-01
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the LaaRIMINAL
daK-farthwith-u rnpl f ith those provisions.
f r
Dale: 7 /Applicant
WARNING: FAILURE TO SE URS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER T ENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND -
DOLLARS 1$100,0001- IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions 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 080 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this co n y to en r ton the above-mentione rpos .
r //
.Date: / rdSi ature (Applicant or A
Application Number .
. . 08-00001109
Permit
PATIO COVER PERMIT
Additional desc .
Permit' Fee _
72.00 = Plan Check
Fee ...
46.80
Issue Date . . . .
Valuation
4362
Expiration Date ..
12/24/08
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
SOLID PATIO COVER 8LN
FT X 41 LN FT PER
APPROVED PLANS & PER
IBC CODE 2006.
------- - -. - ---
,. Other Fees
---- -
STRONG MOTION (SMI)
- RES
.50
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.
50• .00
.00
.50
Grand Total
119.30 ,00
.00
119.30
LQPERAI IT
Bin # "
City of La Quinta
Building a Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
1 O
Project Address: y 06.0,
Owner's Name: •
A. P. Number: (0
Address: - (LL VL7 &-6
Legal Description:7-ALd7-4
Contractor: / /FET1A,1E4 % /Q,5
p
Address: Xng /
City, ST, Zip:
Telephone-j ** `
_•
Project Description:
City, ST, Zip: L A 001NTH eA
Telephone: loo - 77J
Construction T YPe : Occupancy:
State Lic. # : 13- % %O g z/ 3.
City Lic. #:.
Arch., Engr., Designer:
Address:
City, ST, Zip:
Tele hone: `
P )
State Lic. #:
Name of Contact Person: /
Project type (circle one): New Add'n . Alter Repair Demo
Sq. Ft.:
#Stories:
#Units:
Telephone # of Contact Person: %0 &b -170D Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Plan Sets
Req'd
Recd
TRACKING _
Plan Check submitted
PERMIT FEES
Item Amount
Structural Calcs.
Truss Calcs.
Reviewed, ready for corrections
Called Contact Person
Plan Check Deposit
PlanCheck Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading. plan
2"d Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
S.M.I.
Grant Deed
Plans picked up
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
''" Review, ready for corrections/issue
Developer Impact Fee
A.I.P.P.
Planning Approval
Called Contact Person
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
TOM CAMPBELL & ASSOCIATES, INC, ;
Commercial and Residential Structural Engineering '
'
1•1.•'(951) 74 1 -2107
February 25, 2008
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 p.anels.or lattice'purlins, as cited in the attached
standard plans identified as Job No. GF07-0674 and containing my professional
engineers stamp and signature, comply with the roof live, snow, wind and seismic
loading requirements cited in the 2006 International Building Code, 2006
International Residential Code, 2007 California' Building Code, ASCE/SEI 7-05
(Minimum Design Loads for Buildings and Other Structures) and the 2000 Aluminum
Design Manual, ADM -01.
K
The standard plans accompanying this letter must properly identify all site-specific
information necessary for plan submittal to the local authority having jurisdiction by
highlighting those structural framing member sizes and details relevant to the patio
cover's construction at the address noted below -All work relevant to the construction
of the approved patio cover must.be,in accordance With.the attached standard plans
as approved by the local authority' havin"g, jurisdiction: ':
Please contact me at (951) 741-2107 or at ticampbell(aD_charter.net should you
require additional information. ► , `
Sincerely, 60
r----
JCIO
ni0. SM48
Tom Campbe , PEExp. 313i1o9
CML
OF
Site
CAUL'
Site Information
Owner's Name
. .
Address ! U'
City/Town l U t . ' 4_
State Z2
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-O5-MINIMUM_DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL -ADM 1-00. J j
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.
1'8. 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 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.
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 INTERCHANGABLE UNLESS OTHER WISE NOTED
MAY 3 0 2008
nOF
NO. $Las
Exp. =11111106
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 & ASSOCIATES. INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 20 & 30 psl
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA. CA 951) 741-2107
(
GENERAL NOTES
HORIZ. WIND =
L
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 1 OF 29
REVISED BY' K K & O.P
Vf11MA11f1 MPH
IG1F1 457-7n71 FAY AM_751n c wl mA„r w rnm
SOLID PANEL TYPES
ATTACHMENTCHANNEL' LENGT
ALUMINUM SEE DETAIL AND Shq OFS7.
SEE SCHEDULEROOF PANEL ThEPRoE TpN/FCESSTH RIES.
FOR SPANS ENCLOS
0. SPAN ED
"O.H:" NOT TO EXCEED 256/6
OF SPAN%
SEE DETAIL FOR SPLICE J
/'OSTSp OPTIONAL: CANTILEVER
//z
POSTS, SIZE VARIES SEE SCM AC/NG SEE SCHEDULE FOR
EDL/LES POST SPACING
3 1/2^ SLAB ATTACHMENT 0?5^NOr rp
MAYBE USED WHERE ALTERNATE: % OF SG
PAEED
PERMITTED. SINGLE POST N
SEESCHEDULE SEESCHEDULE
T.=
MAX: H 12'
` NOTE: NO SPLICE AT THIS
f POST ANDA END BAYS.
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT.IS INTEF Z
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISF3E 01
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
LENGTh OF \ rQ
.H STRUCruRE VARIES
(MgyN TeEENCLOSED)
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
ATTACHMENT CHANNEL
SEE DETAILS —
MIN. 0.5" SLOPE PER FT.
0
SEE DETAIL FOR SPLICE00 \
TOM CAMPBELL & ASSOCIATES. INC.
p
ACING
PATIO COVER SYSTEM AS MFG. BY:
SQ. POSTS, SIZE VARIES
SEESCSjHPP
EDUCES
DATE: 1023/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POSTSP
SEESCI1EDC/NG
i
3 1/2" SLAB ATTACHMENT
BEAM
MAY BE USED WHERE
ALTERNATE:
i
PERMITTED.
SINGLE POST
SEE SCHEDULE
SEESCHEDULE
y+
HT12'
ik
EDUCES
SEE SCHEDULE FOR
3 01008ERE
=
REQUIRED
LE FOR FOOTING
CUBE SIZE
a'—u
LENGrh ..
or
S. roU
ED RHO,1F TIpOTN FL SS TNARIES
ENCCOSEO
OPTIONAL: CANTILEVER
SEE SCHEDULE FOR
POST SPACING
-NOTE.UNO SPLICE AT THIS
POST AND AT END BAYS--
NOTE:
AYS.
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
ALUMINUM LENGTh
ROOF PANEL MIN. 0.5' SLOPE PER FT. O.H OF STRUCTURE
SEE SCHEDULE VARIES
FOR SPANS L_ gPA (A'AyNOrSEENCCOSED)
"O.H " NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.
LNE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1023/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POSTSP
SEESCI1EDC/NG
10, 20 & 30 Ps'
OIONAL: CANT LEVER
SE'E'POST SCHEDULE FOR
BEAM
SEE DETAIL FOR SPLICE
PAST
SEESCNAC//yG
OPTI NAL: CANT E
SQ. POSTS, SIZE VARIES
UCES
r
SO. POSTS, SIZE VARIES
EDUCES
SEE SCHEDULE FOR
SHEET 2 OF 29
=
PST SPACING
3 1/2" SLAB
BE USED
A ER NA
ALTERNATE:S,
O M, NOT r0
?MAY OFS AkarC c)
'
N
3 1/2"SLAB
MAY BE USED
ALTERNATE:
0•H. O
5j OF Sp EkCEEO
TO CONSTRAIN
FOOTING. SEE
SCHEDULE
SINGLE POST
SEE SCHEDULE
NOTI
0 SPLICE AT
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
SINGLE POST
SEE SCHEDULE
Al
NOTE 0POST J D S
POST
D AT END BAYS.
EIND eYS!S
U
m
FOOTING WHERE REQUIRED —/FOOTING WHERE REQUIRED J
SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN WCANTii FVFR nPTinN
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.
LNE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1023/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
10, 20 & 30 Ps'
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
STRUCTURES
HORIZ WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
REVISED BY: K.K. & D.P.
90. 100 & 110 MPH
(916) 452-7021 FAX 403-1519 sales®durelum.com
SHEET 2 OF 29
RAFTER, SEE TABLE
FOR S1ZE
AND SPACING
MAX. PROPROJ.
SEE SCHEDULE
MAX. O.H.
25% OF SPAN O'
SEE S1CHEI
T
LENGTH OF STRUCTURE VARIES
NOTE: EACH COMPONENT IS INTER- I
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
OPEN LATTICE -TYPE PATIO COVER
SCALE: NT5
RAFTER, SEE TABLE Mme'
FOR SIZE SEE SI
AND SPACING
MAX. O.H.
O.H
25% OF SPAN
LENGTH OF STRUCTURE VARIES
OST WITH SIDE-
PLATES SEE DETAIL
312- SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
FOOTING WHERE REQUIRED.
SEE SCHED. FOR FOOTING Cu.
NOTE: THIS OPEN LATTICE -TYPE STRUCTU _ wP
MAY NOT BE ENCLOSED OR CO ^
NOTE: THIS OPEN-6AII1PE-TYPE
MAY NOT BE ENCLLOSEB-(
No.
EXP.,
MAX. O.H.
5% OF SP,
HEIGHT
LENGTH OF STRUCTURE VARIES
EACH COMPONENT IS INTER -
L
E EWITH ANY OTHER
ENT UNLESS OTHERWISE SHOWN.
MAY 3 0 7008 MAX PROD.
SEE SCHEDULE
HEIGHT
Ex,STNG
- POST WITH SIDE-
PLATES SEE TAIL
3 12- SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED,
SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
LATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
0 MAY NOT BE ENCLOSED OR COVERED.
PD
OPEN LATTICE TYPES
TOM CAMPBELL &ASSOCIATES, INC.
YO51 Vbbs ec111
SEE POST DETAI
/STjN
C'B
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAX DJ'
'
OR COVERED. SEE SCHEDULE
u/7p/NG
MAY NOT BE ENCLOSED
RAFTER, SEELE
FOR SIZE
SIZE
sFSTq@ FC6yG
AND SPACING /
1
OST WITH SIDE-
PLATES SEE DETAIL
312- SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
FOOTING WHERE REQUIRED.
SEE SCHED. FOR FOOTING Cu.
NOTE: THIS OPEN LATTICE -TYPE STRUCTU _ wP
MAY NOT BE ENCLOSED OR CO ^
NOTE: THIS OPEN-6AII1PE-TYPE
MAY NOT BE ENCLLOSEB-(
No.
EXP.,
MAX. O.H.
5% OF SP,
HEIGHT
LENGTH OF STRUCTURE VARIES
EACH COMPONENT IS INTER -
L
E EWITH ANY OTHER
ENT UNLESS OTHERWISE SHOWN.
MAY 3 0 7008 MAX PROD.
SEE SCHEDULE
HEIGHT
Ex,STNG
- POST WITH SIDE-
PLATES SEE TAIL
3 12- SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED,
SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
LATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
0 MAY NOT BE ENCLOSED OR COVERED.
PD
>c
TOM CAMPBELL &ASSOCIATES, INC.
YO51 Vbbs ec111
SEE POST DETAI
LENGTH OF STRUCTURE VARIES
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
sFSTq@ FC6yG
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 8 30 ps1
DURALUM PRODUCTS, INC.
1(916)452-7021
POST
SCALE: NONESTRUCTURES
RANCHO CUCAMONGA. CA (951) 741-2107
HORIZ. WIND -
8259 ALPINE AVE., SACRAMENTO, CA 95826
/sOST
SFFT
SEE POST DESELTION,
90,100 8 110 MPH
FAX 403-1519 sales®dumium.com
Spq
NOTE:,EACH COMPONENT IS INTER-
'OOS.
MAY BE US
MAY BE USED
3 12' SLAB
CHANGEABLE WITH ANY OTHER
SFET soq
TO
OCONGSEE
COMPONTENT UNLESS OTHERWISE SHOWN.
SEUSECONSTRAIN
SCHEDULE
NOTE: EACH COMPONENT IS INTER-
A
DST
sFSTgBpFc/NG
Tol
FOOTING. SEE
CHANGEABLE WITH ANY OTHER
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING WHERE REQUIRED
SCALE: NTS
SEE SCHED. FOR FOOTING CUBE 512E
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE °r.° FRFF.qTAKjnING SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN LATTICE
STRUCTURE
DRAWN BY: K.K.
TOM CAMPBELL &ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 8 30 ps1
DURALUM PRODUCTS, INC.
1(916)452-7021
SCALE: NONESTRUCTURES
RANCHO CUCAMONGA. CA (951) 741-2107
HORIZ. WIND -
8259 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF 29
REVISED BY: K.K. 8 D.P.
90,100 8 110 MPH
FAX 403-1519 sales®dumium.com
SOLID PANEL SPANS FOR COMMERICAL & PATIOS
.09R. (I.S.) --- .67"
.25" L
ALL UNMARKED RADII .06R
2.5"
ALUM. ALLOY 3004-1-136 OR EQUAL
8"x2 1/2" FLAT PAN
L.L.=
(PSF)
I.T.
(IN.)P_H'SP.AN
90,100&1;10
_
EXP.B
SEXP.0
10
018
12'-g"
14'-3"
020
13'-6"
1
13'-6"
.024
14'-9"
14'-9"
.032
17'-8"
17'-8"
040
19.0„
19,_0„
20
.020
9'4"
11'-O"
.024
10'-6"
10'-6"
.032
12'-8"
12'-8"
,040
14'-2"
14'-2"
30
.020
8'-0"
8'-0"
.024
8'-9"
8'-9"
.032
10,-4„
10,-4„
.040
11'-8"
11'-8"
EXIST. WALL—
NO'
ALLS
pKUrc , ,
NO.37948
E* 3/31/08
EXIST. WALL
FAN BEAM
HEADER
CEILING FAN AND/
OR LIGHT FIXTURE
( MAX. 30 lbs.)
Y 3 0 2008
i
r
T=.070" TY .
3"
FAN BEAM ALUM. ALLOY 6063-T6
90/100/110 MPH EXPOSURE B & C
.77" .09R. (I.S.) 67"
N
' ALL UNMARKED RADII .O6R
2.5" _
SEE TABLE BEL
45- OLV—N
TYP .38"
1.75"1.75"
5.25"
ALUM. ALLOY 3004-1-136 OR EQUAL
ALLOWABLE SPANS
L.L.=
(PSF)
2" x 3" FAN BEAM
10#
20'-7"
20#
15'-6"
30#
12'-g"
ATTACHMENT AT HANGER CHANNEL
SEE SCHED.FAN BEAM
HANGER HANNEL
3"
FAN BEAM
\ #12 S.M.S. SCREW \
#12 S.M.S. SCREW AT HANGER CHANNEL
FAN BEAM
ATTCHMENTAT HEADER
FAN BEAM\
3"
.042"x3"x8" HEADER \#12 x 3 1/2" S.M.S. SCREW .
AT HEADER
6"x2 1/2" FLAT PAN
L.L.=
(PSF)
'T'
(IN.)
90,100 &110
MPH SPAN
EXP.B
EXP.0
10
.018
14'-3"
14'-3"
.020
15'-5"
15'-5"
.024
17,4„
17,-4"
.032
19'-5"
19'-5"
.040
21,_0„
21,_0„
20
.020
11'-0"
11'-O"
024
12,_5,
12'-5"
.032
14'-4"
14'-4"
.040
16'-0"
16'-0"
30
.020
9'-0"
9'-0"
.024
10'-2"
10'-2"
.032
.040
13,_2„
13'-2"
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
SOB NO. GF07-0674
DATE: 10/2312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
8
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
1(916)452-7021
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
FAN BEAM
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 4a OF 29
REVISED BY: K.K. 8 D.P,
70. 90 8 110 MPH
FAX 403-1519 sales®duralum.com
SOLID PANEL SPANS FOR COMMERICAL & PATIOS. 90/100/110 MPH EXPOSURE B & C
25" .67" T=SEE ABL B L W 43 5 IT_ 1.40" 7
^ ' L 40'
2.46" 1.70" q4'
.40' 25„
1.48" 40"
40, .40" .35„
3.00' 4.50" 4.50" 4.50" 4.50" 3.00"
24.00„
ALUM. ALLOY 3004-H36 OR EQUAL
24" TRI -'V" PAN
L.L.=
(PSF)
PANEL'T'
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.018
111_01,
10'-0"
10,_0„
9'-O"
9'-7"
V-8"
15-0"
.024
12,_10„
11'-7"
11'-7"
10'-4"
11,_0„
101_01,
17'-4"
.032
14,_9„
13,-4„
13,-4„
12'-0"
12'-10"
11'-7"
20,-4„
20,_9„
1 g,_8„
.040
22'4"
22,-4„
22'4„
20
.018
g'_6'
9'-61.
g,_6„
9,-0„
9,-0„
9,_6„
11'-3"
.024
10,_7„
10,-7„
10,_7„
10'-4"10,_7„
13'-0"
10,-0„
13'-0"
032
11'-8"
11,_8„
11'-8"
11'-8"
11'-8"
15,_3„
15,_3„
15'-3"
15'-3"
.040
17,_1„
17'-1"
17,_1„
30
.018
7'-9'•
7,_9„
7,_g„
7,-g„
7,_9„
7,-g„
9,_3„
.024
9'-0'
9'-0"
9'4"
9'-0"
10'-6'
10'-6'
10'-6'
.032
10,_2„
10,_2„
10,_7,
10,_2„
10,_2„
10,_2„
12,-0„
12,-0„
12,-0„
040
14'-0"
14'-0"
14'-0"
MAY 3 01008
-FESS10
Q. CgMp
3'7W
FXP. 3131 Ma
R=.117• 1-111,
(180 p
=SE TA W I
.+1.125'
.75'
t.l
12'
70
TOM CAMPBELL 8 ASSOCIATES. INC.
ALUM. ALLOY 3004-H36 OR EQUAL
12" x 3 1/2" W PANEL
QPANEL"T'
(IN.)
90 MPH SPAN
'100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B-
EXP.0
EXP.B'
EXP.0
10
.020
15'-6"
15'-6"
15'-6"
15-0"
15'-6"
14'-6"
SHEET 4 OF 29
.024
18'-1"
18'-1"
18'-1" 4
17'-4"
18'-1"
16'-8"
.032
20,-9„
20,_g„
20,-9„
20,-4„
20,_9„
1 g,_8„
.040
22'4"
22,-4„
22'4„
22'-4„
22,4"
22,_0„
20
.020
11,-3"
11,_3„
11'-3"
11'-3"
11'-3"
11'-3"
.024
13,4"
13'-0"
13'-0"
13'-0"
13'4"
13'-0"
.032
15,_3„
15,_3„
15,_3„
15,_3„
15'-3"
15'-3"
.040
17,_1„
17'-1"
17,_1„
17'_1"
17,_1„
17,_1„
30
.020
9'_3•'
9'_3'•
9,41
9,_3„
9,_3„
9._3„
.024
10'-6'
10'-6'
10'-6'
10'-6'
10'-0'
10'-6'
.032
12'-0„
12'-6„
12,-0„
12,-0„
12,-0„
12,-0„
040
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
DRAWN BY: KK
TOM CAMPBELL 8 ASSOCIATES. INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
JOB NO. GF07-0674
SCALE: NONE
REVISED BY: K.K. 8 D.P.
RANCHO CUCAMONGA. CA 951 741-2107 PANEL SPANS
( 1
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
90, 100 8 170 MPH
(916) 452-7021 FAX 403-1519 sales@Jduralum.com
SHEET 4 OF 29
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C
CT
.075"
.750" .860"
24" .300"440" .265"
24" TRI -'V" PAN07 '
L.L.= PSF 90- MPH 100- MPH 110- MPH ` P ' CA p tic . 40"
6.00"
10 #10 S.M.S. #10 S.M.S. #10 S.M.S.n N 37 MAY `, 0 7000
I (•I OPTIX® PRODUCTS ACRYLIC. PER
20 #10 S.M.S. #10 S.M.S. #1 s Xp.3 \ R9.250 I.C.C. E.R. 5411 OR EQUAL
30 #12 S.M.S. #12 S.M.S. #12 S.M.S. KYLIGHT DETAIL 1
12" X 3 1/2" W PANEL
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
SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2"
FLAT PANEL ADJACENT TO SKYLIGHT PANELS
L.L.=
6" PANEL SPANS / 8" PANEL SPANS
t=.020"
t=.024"
t=.032"
t=.040"
#12 S.M.S.
6"
r S"
6"
8"
6"
8"
6"
8"
10
10,-2"
10'-2"
12'-9"
12'-9"
13,74„
13'-4"
14'-7"
14'-7"
20
8'-10"
8'-10"
10'-3"
10'-3"
11'-4"
11'-4"
12'-3"
12'-3"
30
7'-1"
7'-1"
8'-4"8'-4"9'-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.L=
f .T "10,
PSF-
r
20
90- MPH —
: --07.M.S.
#10 S.M.S.
.100- MPH
#10 S.M.S.
#10 S.M.S.
110 -MPH
#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-CN/(2) ViS
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC. ' .
% LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING`"
"- - '"'
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2707
PANEL FASTENERS
HORR. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 5 OF 29
REVISED BY: K.K. 8 D.P.
90. 100 & 110 MPH
(916) 452.7021 FAX 403-1519 sales@dum[um.mm
RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C
ALUM. ALLOY 3004-H36 3„ 6.5" 3.0" 8.0"
2• OR EQUAL 2••
L *SEE NOTE BELOW
ALUM. ALLOY 3004-1136
OR EQUAL
MAX.
ALUM. ALLOY 3004-H36 042„
OR EQUAL
.024"
- 2"
* SEE NOTE BELOW
DBL. 2 x 6 1/2" RAFTER a? 3 x 8" RAFTER
L.L.= 'T' ° 90 MPH 100 MPH 110 MPH `7 wu 100 MPH 110 MPH
L.L.= T' m Q 90 MPH
(PSF) (IN.) N o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) w o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
.024 16 20,_3" 18,-4„ 18'-4" 16'-6" 18,_1„ 16,_0„ 042 16 28,_2„ 25,_7, 25'-7" 22,-6„ 25'-2" 21,_2"
10 24" 16,-6„ 15,_0„ 15'_0" 13,_6„ 14,_5„ 13,_1„ 10 24" 23,_0„ 20,_10„ 20,_10„ 18,_9„ 20'-6" 18,_2„
16" 27,_0„ 24'-6" 24'-6" 22,-0„ 24,_2„ 21,-4„
.032
24" 22,_0„ 20'-0„ 20,_0" 18,_0„ 19,_8„ 17,-4„
.024 16 15,_2„ 15,_2„ 15,_2„ 15,_2„ 15,_2„ 15,_2„ 042 16 21,_0„ 21,_0„ 21,_0„ 21,_0„ 21,_0„ 21,_0„
20 24" 12'-4" 12,-4„ 12,-4„ 12,-4„ 12,-4" 12'4" 20 24" 17,_2„ 17,_2„ 17'-2" 17'-2" 17,_2„ 17,_2„
16" 20,_2„ 20,_2„ 20,_2„ 20,_2„ 20,_2„ 20,_2"
.032
24" 16'-6„ 16'-6" 16'-6" 16,_6„ 16,-6„ 16,-6„
.024 16 12,_5, 12,_5" 12,_5, 12,_5, 12,_5„ L12--5" 042 16 17,_3„ 17,_3„ 17,_3„ 17,_3„ 17,_3„ 17,_3„
30 24" 10,_2„ 10,_2„ 10,_2„ 10,_2„ 10,_2" 30 24" 14,_2„ 14,_2„ 14,_2„ 14,_2„ 14,_2" 14,_2"
16" 16,_7, 16,_7, 16,_7, 16,_7, 16.7" .03224" 13,-6„ 13,-6„ 13,-6„ 13,_6„ 13,_6„
* ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING
BETWEEN MAY BE USED AT 32" o.c. OR 48" o. &INGLE RAFTER SPANS ARE NOT EXCEEDED.
MAY 3 0 2008 S oMAs
Ppn IF(`TI(1N
n.
O
F,pA3 3
)
:•-
TRIBUTARY
WIDTH -TABLE
2 x 6 1/2" RAFTER
fl
\
L.L.
(PSF)
'T'
n
o
90 MPH
EXP. B EXP.0
100 MPH
EXP. B EXP.0
110 MPH
EXP. B EXP.0
16"
14,-4„
13,_0„
13,_0„
11,_8„
12,_10„ 11'-4„
.024
24"
11,_8„
10,_7,
10,_7,
9'-6"
10,4"
9'-3"
16"
19'-1"
17,4"
17,-4„
15'-6"
17'_1"
154„
10
.032
24"
15,-6"
14,_2"
14,_2„
12'-B"
13'-1 1 "
12'_3„
16" 26,4„ 23,_10„ 23,_10„ 21,_6" 23'-0"
20,_10„
.042
24"
21,x,.
19,_6„
19,-6„
17,-6„
18.9„
17,_0„
.024
24"
8'-9"
8'-9"
8'-9"
B'4"
8'-9"
81_91,
16" 14,_3„ 14,_3„ 14,4„ 14,_3„ 14,_3„
14,_3„
20
.032
24"
11,_8„
11,_8„
11,_8„
11,_8„
11,_8„
11'_8„
042
16" 19,_8„ 19,_8„ 19,_8„ 19,_8„ 19'-B"
19,_8"
24„ 16,_1„ 16,_1„ 16'_1„ 16' 1" 16,_1„
16,_1"
16"
8'-10"
8'-10"
8'-10"
8'-10"
8'-10"
8'-10"
30
024
24"
1 7'-2"
7'-2"
7'-2"
7'-2"
7'-2"
7'-2"
.032
16" 111_91, 111_91, 111_91, 111_91, 11,_9„
11,_9„
24,. 9'-7" 9,_7,. 9,_7„ 9,_7„ 9,_7„
9,_7„
.042
24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3"
1 13'-3"
MAX.
ALUM. ALLOY 3004-H36 042„
OR EQUAL
.024"
- 2"
* SEE NOTE BELOW
DBL. 2 x 6 1/2" RAFTER a? 3 x 8" RAFTER
L.L.= 'T' ° 90 MPH 100 MPH 110 MPH `7 wu 100 MPH 110 MPH
L.L.= T' m Q 90 MPH
(PSF) (IN.) N o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) w o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
.024 16 20,_3" 18,-4„ 18'-4" 16'-6" 18,_1„ 16,_0„ 042 16 28,_2„ 25,_7, 25'-7" 22,-6„ 25'-2" 21,_2"
10 24" 16,-6„ 15,_0„ 15'_0" 13,_6„ 14,_5„ 13,_1„ 10 24" 23,_0„ 20,_10„ 20,_10„ 18,_9„ 20'-6" 18,_2„
16" 27,_0„ 24'-6" 24'-6" 22,-0„ 24,_2„ 21,-4„
.032
24" 22,_0„ 20'-0„ 20,_0" 18,_0„ 19,_8„ 17,-4„
.024 16 15,_2„ 15,_2„ 15,_2„ 15,_2„ 15,_2„ 15,_2„ 042 16 21,_0„ 21,_0„ 21,_0„ 21,_0„ 21,_0„ 21,_0„
20 24" 12'-4" 12,-4„ 12,-4„ 12,-4„ 12,-4" 12'4" 20 24" 17,_2„ 17,_2„ 17'-2" 17'-2" 17,_2„ 17,_2„
16" 20,_2„ 20,_2„ 20,_2„ 20,_2„ 20,_2„ 20,_2"
.032
24" 16'-6„ 16'-6" 16'-6" 16,_6„ 16,-6„ 16,-6„
.024 16 12,_5, 12,_5" 12,_5, 12,_5, 12,_5„ L12--5" 042 16 17,_3„ 17,_3„ 17,_3„ 17,_3„ 17,_3„ 17,_3„
30 24" 10,_2„ 10,_2„ 10,_2„ 10,_2„ 10,_2" 30 24" 14,_2„ 14,_2„ 14,_2„ 14,_2„ 14,_2" 14,_2"
16" 16,_7, 16,_7, 16,_7, 16,_7, 16.7" .03224" 13,-6„ 13,-6„ 13,-6„ 13,_6„ 13,_6„
* ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING
BETWEEN MAY BE USED AT 32" o.c. OR 48" o. &INGLE RAFTER SPANS ARE NOT EXCEEDED.
MAY 3 0 2008 S oMAs
Ppn IF(`TI(1N
n.
O
F,pA3 3
)
3MO> 1
SPAN
'i
:•-
TRIBUTARY
WIDTH -TABLE
LIVE LOAD =
fl
\
WIDTH 7l2 SPAN+O.H.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10.20 8 30 psl
DURALUM PRODUCTS, INC.
1(916)452-7021
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 6 OF 29
REVISED BY: K.K. & D.P.
90. 100 8 110 MPH
FAX 403-1519 sales@dumium.wm
3MO> 1
SPAN
'i
DRAWN BY: KK
TOM CAMPBELL 8 ASSOCIATES. INC.
LIVE LOAD =
fl
TRIBUTARY TRIBUTARYI=
WIDTH 7l2 SPAN+O.H.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: KK
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.
1(916)452-7021
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 6 OF 29
REVISED BY: K.K. & D.P.
90. 100 8 110 MPH
FAX 403-1519 sales@dumium.wm
HANGER CHANNELS AND MOUNTING BRACKETS
1.50° WALL FASTENERS
,.,,ALU -M'3004 -H36 ` ` --- I f f SEE TABLE
IF
f0 WALL
co
FASTEN
} 1.75" —
)LLFORMED-HANGE
R.F. OR EXT., HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET. \
ALUM. PANEL 2x OR/
3x ALUM. RAFTER
FASCIA BOARD'
ALLOWABLE PROD.
.281"
ALUM.ALLOY
6063-T6
.0601 1 B
EXTRUDED HANGER CHA NEL
EXIST. EAVES, RAFTER
EXISTING EAVF
EXISTING EAVE CONNECTION
.25"R OS'
#10 SMS @ PANEL
LOCKS OR #8 SMS 4"
AT EA. CONTACT
CONTINUOUS A- RAIL
ROOF PANEL 3 MMERE OCCURS)
C
ALUM.ALLOY
6063-T6 ALUM.ALLOY
010 SMS @ EA. CONTACT w 6063-T6
WALL CONNECTION O I.R. HANGER
2,740"
T=.060" -
WALLFASTENERS
SEE TABLE
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
ALLOWABLE DECK/ RAFTER SPAN
WIND
AT 2x FASCIA
AT WOOD STUD
AT MASONRY OR
MA
DESIGN
W/ SIMPSON A35
16" O.C.
CONCRETE
16'-8„
13'-10"
LL=10 LL=20 LL=30
LL=10 LL=20 LL=30
LL=10 LL=20
LL=30
SO
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
2'-0"
29'-3"
25'-0"
16' -
Of
DESCRIPTION OF LAG SCREW SEE NOTE BELOW)
zz
A=3/8"O x 1 1/2" @ 12" O.C.
E=3/8"O x 4" @ O.C. EACH STUD
F- W
8=3/8"O x 1 1/2" @ 8" O.C.
F=7/16"O x 4" @ O.C. EACH STUD
<rw.1a
LLNr
C=7/16"0 x 1 1/2" @ 10" O.C.
J=1/4"0x1 1/8"@16" A.B.
K=1/4"0x1 A.B.
0=7/16"O x 1 1/2" @ 12" O.C.
1/8"@12"
EXIST. RAFTER
OR 1 1/2"
ALLOWABLE DECK/ RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG
LL=10
LL=20
LL=30
2" x 4,
FULL OR
16" O.C.
1'-6"
16'-8„
13'-10"
9'-3"
2'-0" 11'-8" 8'-8"
5'-10"
2" x 4"1'-6"
FULL
24" O.C.
MAY BE MOUNTED
10'-8"
B'-3"
5'-6"
2'-0" T-0" 4'-6"
3'-0"
2"x6"FULL OR
2"x8"NOTCHED
24" O.C.
2'-0"
17'-6"
14'4"
T-6"
2"x8" FULL
24" O.C.
2'-0"
29'-3"
25'-0"
16' -
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
APPROVED 3" OR 4"
INSUL. ROOF PANEL
#10 SMS T
}--1.880 — - AT 12" O.C.0
.
3 0100 Q o Ess,ujv
CAM'0 F
:C.9 t- Np. 37W
EXp. 3131109
10# L.L.=(2)#8 SMS EA. SIDE
20#/30#L.L.=(2)#10 SMS EA. SIDE3/16"
U -BRACKET -11 0 STEEL
_ ' 3/4"
OR 1 1/2"
I T
2x6 1/2"
5 MIN.
T—
PROTECTION, METAL FLASHING
I
i
RAFTER
\ EXISTING WOOD STUD FRAMING
8 0
1/4"0 HOLES.TYP.
0
NOTE: PROVIDE WATER
B' 0
PROTECTION, METAL FLASHING
0 0
r CAUCK JOINTS AND SLOPE
I TO DRAIN
TYPICAL BRACKET AT EVERY 2x
1 1/4'
HANGER CHANNEL
AND BRACKET
\
FOR SPAN SEE ALLOWABLE
1
PLACE-SIKA FLEX"ORMATERIAL
7SEAL
DECK/RAFTER SPAN TABLE
y
„L„
TOM CAMPBELL 8 ASSOCIATES, INC.
8 LEDGER
PATIO COVER SYSTEM AS MFG. BY:
2 EACH 114"0 x 3-1/2" LAG SCREWS LL=10 sf
EACH 7116"0 x 3-112" LAG SCREWS L.L.=20 AND 30 psf
DATE: 10/232007
RA2
1314'
3)-#1 x31OVER
HANGER CHANNEL
AND BRACKET
10, 20 8 30 psf
RAFTER TO
WALL CONNECTION 3NOTE:
PLACE-SIKA FLEX"ORMATERIAL
7SEAL
BETWEEN BRACKSHINGLE
RANCHO CUCAMONGA. CA (951) 741-2107
ROOFING TO PROVIOTE:BRACKET
HORIZ WND =
MAY BE MOUNTED
SHEET 7 OF 29
4/
BRACKET CONNECTION BELOW RAFTER W/
REVISED BY: K.K. 8 D.P.
SAME CONNECTION'S.
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL ENGINEERING
HANGER CHANNEL
AND BRACKET
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENTS
HORIZ WND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 7 OF 29
REVISED BY: K.K. 8 D.P.
90 , 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales@duralum.com
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
~ •—{ = t.
3.00" SQ. 3.00" SQ.
3.00"SQ. .032" 10 SMS ui
3"SQ..xxt=88"
.024" @24"O.C. Qji
EA. SIDE = =.2501
1
NK 4"SQ.xt=.188'11
6.5„ .075" o
_14"R =5"SQ.xt=.188^
AFR .P .040" ALUM.
032" .048"STEEL
O O 3.0",4.0"
024 28"
O 5/8" PLASTIC PLUG -
3" SQ. ALUM. POST -3"-SQ. ALUM. POST 3 MAG POST SQUARE
nnQ WITH SIDE PLATES DO ALUM. a 3004- 36 3" SQ. ALUM. POST STEEL POST
MAy 3 Q 2Q08 ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 3" SQ. STEEL POST ASTM A36 GRADE 40
N ALUM. ALLOY 6063-T6
SSION q[ F ALUM. ALLOY 3.00" OR - 2.0"
6063-T5 2.40"
oQ-
CA Y, 1'375" X7116"OHOLE 56" 2 FLANGES
0 2 1/8" APART
O 75"
3'{9 0 ASTM GRADE 40 STEEL 1.125•• z.s•'
YNO 313,Ids 0 75" 75" BASE FLARES
S 157" TO 3"1MDE EA.
yy 1.60" TYP. — 1 75_ _ SIDE OF FLANGES
( 1.5 USE FOR 3" --i
_ \ Q INSTALL WASH. PLATE •696" TYP. POST ONLY 5.50" (L 1-7/16"0 HOLE
1Y6 x 5/16" x 5Y2" WHEN USING
IN; MPH WIND AREA & 2-3/8" HOLES
2- 5/16"0 HOLES --X EA. SIDE
.090" BRACKET FOR 3"POSTS
-- ALUM "T" BRACKET STEEL "T" BRACKET 5
T=.060" TYP.
(3)-3/8" LAG SCREWS OR 6
4 -1/4" LAG SCREWS 2 1/8 2118" 'T' BRACKET
J (2.5" PENE. INTO WALL) 3 7/8" @ 3"SQ. POST W/
-j 1, (2)-#12 SMS EA. 3" SO. ALUM POST
3" _ o SIDE OF POST OR
1' 2 1/4" M.B. THROUGH
6" L ( / POST
L/
W _ 7 GA. PL. (.18")
3 I 11/16" 0 ROD 3/16" 1/8-72-
1040
ie" 21040 STL.
AUGER PARTS PAINTED 20„ 20"
' RUST-O-LEUM" OR EQUAL 3"SQ.POST BRACKET: z )i2•x 2 1/2"
3" 3" OR HOT DIPPED GALVANIZED (1)-1/4" 0 M.B, x 7 GA. STL.
OR ELECTROPLATED PER SIDE (2 -TOT.) PLT. ASTM A35
ALUM. ALLOY 4" DIA. 9 GA. —
6063-T5 3" x 8" ALUM. RAFT. BRACKET ASTM A 36 HELIX 3/16"
V. 16".7 GA.
STEEL PLATE
3" x 8" ALUM. HEADERNOTE: ASTM A36
"H" BRACKET SINGLE PASS WELDED MAY BE USED WITH AUGER PARTS PAINTED
AUGER ANCHOR 3 SQ. ALUM. POST "RUST-O-LEUM" OR EQUAL
HEADER BRACKET NOTE: ONLY. ORORTDIPPED
GELECTROPALVANIZED
TED
STEEL FOOTINGS AND AUGER ANCHOR TO BE
USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. SINGLE PASS WELDED O
neT 00-1 in_ —1 —D CDA—Karr STEEL FOOTING
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN/
10, 20 8 30 ps1
PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
POST TYPES
HORIZ WIND=
IDURALUM
6269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 29
REVISED BY: K.K.6 D.P.
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sates@dumlum.com
COLUMN / POST TYPES
& SURFACE
MOUNT AND EMBEDMENT DETAILS
18"
. "T'-BRACKET
1
ALUM.-rBRACKET USE WITH
POST TYPE B.C.D. OR E.
STEEL'T'BRACKET USE WITH
POST TYPE 8 C 0 E F G H J OR K
STEEL POST ONLY:
' USE POST TYPE
: I F G H J OR K
!3 -5/8"0 BOLTS
POR POST TYPE J
3' SO. POST
25" SQ.
POST:W/
SQ. 18' DEEP
' CUBE FTG.
18"
I 1
I
12"
20"
21" SQ.
(2)-#12 SMS EA,
3' SO. POST
25" SQ.
ALUM."T"BRACKET:
USE (21-3/B"0 HILT]
24"
i i
20"
26"
32" SQ.
SIDE OF POST OR
28"
35" SQ.
Kw] olrs OR EQUAL
30"
12 DEPTH OF
28"
32"
(2)-1/2"0 BOLTS
114" M.B. THROUGH
34"
47" SQ.
STEEL"T'BRACKET:
USE (2)-3/8'0 HILTI KWIK
36"
FOOTING OR i i
34„
38"
FOR ALL OTHER
POST
SEE NOTES BELOW
60" SQ.
BOLTS OR EQUAL
42"
I I
12" MIN. EMBD. I I
41"
44"
CONDITIONS
(2)-3/8"0 HILTI "KWII
BOLTS, OR EQUAL,
BRACKET TO SLAB.
MINIMUM DISTANCE
EDGE OF SLAB = 2
SLAB SHALL 8
GOOD CONDI"
3 1/2" MIN. /'
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" SO.
41"
44"
69" SQ.
43"
' CUBE FOOTING W/ 3 1/2' SLAB
(
Fi
(2' MIN. EMBEDMENT DEPTH
FOR KWIK BOLTS
SINGLE POSTS
;: 1 I ,
BOLTS
23' 8 24' CUBE
(2)-12"0
3 1/4'
25'- 30" CUBE
(4)-12"0
3114*
31' - 34" CUBE
(4)-5/8"0
4"
lL J
(4)-3/4'0
d
40"- 42" CUBE
(4)-3/4'0
4 3/4"
(4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL
PER I.C.C. ESR -1917 OR EQUAL
c
REVISED BY: K.K. 9 D.P.
(4 3/4" EMBEDMENT DEPTH)
w
90. 100 8 110 MPH
EPTH n
SHEET 9 OF 29
W
I
e POURED CONCRETE
,. ;: "•
3f u
FOOTING SEE NOTE
w
FOR SIZE(1)-12"0M.B.
O
SEE FOOTING
X9" LONG, 1"
SQUARE
SCHEDULE QUAR
FROM END
SEE FTGS,
OF POST
SCHED.
POST
Gl1l1ST
( /)
3" SQ. POSTS TO CONC. FOOTING n
SQUARE
IUA
EMBED.
E
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)-12"0
3114*
31' - 34" CUBE
(4)-5/8"0
4"
35" - 39" CUBE
(4)-3/4'0
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.
i"INSERT
X.188"
ASTM A36
STEEL
3" SO. POST (STL.) - -
OR FLUTED
OR 4'• SO. POST (STL.)
INSERT
PL.5/8'THK.
1 12" 9" 1 1/2"
1 12" 15" 1 12"
WELDED STEEL BASE PLATE
NOTES.
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
1. DO NOT USE ALUM. 'T' -
BRACKET WITH 3X8 BM.
12' SO. x 5/8" B, C, D. F 8 G
18" SQ. x 5/8" B. C, D• F, G, 8 H
W/INSERT• MAG. BEAM, 4" OR
7" I -BEAMS.
DATE: 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
2. POST TYPE E
INSTALL WASHER PLATE, 2" X
DURALUM PRODUCTS, INC.
1(916)452-7021
" X 0' -SX" AT STEEL "T'
EIRACKET.
MAY 13 p 100
3. POST TYPE F
DO NOT USESTEEL"T" KtD pROF
BRACKET W/ 7" 1-BEAM. 1G t: ,
OSS/
47 C O
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE
ANCHOR BOLTS (SIZE & TYPE)
12"x12"x 5/8"
(4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL
PER I.C.C. ESR -1917 OR EQUAL
L 'Y
REVISED BY: K.K. 9 D.P.
(4 3/4" EMBEDMENT DEPTH)
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
(4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL
cn 2/ 18"xl8"x 5/8" PER I.C.C. ESR -19170R EQUAL
(4 3/4" EMBEDMENT DEPTH)
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
coLUMN
SURFACE MOUNT
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
1(916)452-7021
JOB NO. GF07-0674
SCALE: NONE
RANCHO CUCAMONGACA (951) 741-2107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
'
REVISED BY: K.K. 9 D.P.
,
90. 100 8 110 MPH
FAX 403-1519 sales®dumlumoom
SHEET 9 OF 29
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.00" SQ.
2.00" SPLICE WHERE 1
OCCURS SPLICE WHERE SPLICE WHERE
1.79' OCCURS OCCURS /
4.6' .075'
73 , 2.57" a.6'I T. TYP.
14"R
2.19" 2.64. TY P. 048„
065
2.04" TYP.
2.08" 065" .28 .
TYP.
2.93" T a.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 3004-1136 O 6063-T6 O O O E
6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SO. STEEL BEAM
r 3„ -1
SPLICE I
WHERE 4"
OCCURS 070
TYP.
ALUM. ALLOY
6063-T6 C
f
4" I -BEAM
ALUM. ALLOY
6063-T6
7" I -BEAM
O
L
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
r' ---T
I
MAX. 3"
DATE: 1012312007
— .042"
10, 20 8 30 psf
i
1 8"
'042„
1
RANCHO CUCAMONGA. CA (951) 741-2107
BEAM TYPES
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
SHEET 10 OF 29
REVISED BY: K.K. 8 D.P.
ALUM. ALLOY 3004-H36 L
OR EQUAL O
ALUM. ALLOY 3004-H36
OR EQUAL
(916) 452-7021 FAX 403-1519 sales@dumium,m
O
3 x 8 BEAM W/ STL. INSERT
DBL. 3 x 8 BEAM
CAiyA e,y
L OSP F yn .
y No. 379 j
Y. 31311 . :
1, 25';
T=14 GA.
7.875" ASTM A653 GRADE 50
C' „
—I 2.875" I--Gl1 O
3x8BEAM
STEELINSERT
3"
MAX. -I 2"
y -
ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 2 x 6.5 BEAM
6.5"
LI
II I# .042„
r
8.0" `
/
ALUM. ALLOY 3004-H36 ,
OR EQUAL
3 z 8`BEAM i K
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. STEEL C -BEAM
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 8 30 psf
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: K.K. 8 D.P.
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales@dumium,m
BEAM TO POST CONNECTION DETAILS
OPTIONAL DECORATIVE FASCIA
( WOOD, ALUM, OR HARDBORD) 3" X 8" X .042" BEAM, - - -
M. SQ. STE L OR \jd10 S-ks' rSIDE .TOT.
#10
x 12' S.M.S. EACH SIDE OF 3' - #10 % 1/2" S.M:S. TOP
SQ. P
SO. POST (4 -TOTAL)
ALTERNATE: 1/4"0 BOLT W/ WASHER & BOTTr(2)-TOT. 1 1/4"
EA. SIDE OF 3" SO. POST /% '
1.501 jROOF PANEL ]4" B 1/2"
+
7.10" ROLLFORMED OR 1
I +, , (4)-#14 SDS @ EA. SIDE ExSCIAll GUTTER
.75 j O FASCIAll ALUM. BRACKET X
L__
#10 S.M:S. @12"O.C.
3"so.PosT TOP & BOTT. TOT.=16
2410 x 12" S.M.S. EACH SIDE OF 3"
SO. POST (4 -TOTAL)
ALTERNATE: 114"0 BOLT W/ WASHER
EA. SIDE OF 3' SO. POST
I 3.00 3' SO. POST
OR .0"
GUTTER FASCIA
MAG BEAM 3' SO. POST
3"SO. STL. BEAM
24"RAFTER
'" . ^ RAFTER"TAIL TOGUTTER,--_' 15
3" X 3" ALUM. OR
STEEL POST
Y
14
H - BRACKET TO POST
13 ALUM. ALLOY 3003-H24 ALUM. ALLOY 3003-H24'
1.50" 1.50" 1 1/2°
018,
x
t =.040" 3004-H36 ALUM.
(4) - #8 x 3/4" TEK SCREWS
P BRACKET TO RAFTER
2"x3" LATTICE TUBE
1 1/2" SQ. OR P2
2" LATTICE TUBE
OfrESS/Q
x2 "SMS. 21/2' Q I/p MAY , 0 2008
OR 3 1/2", TYP.
1 1/2" OR 2" SO. OR 2"x3" LATTICE
@ 3"O.C. MIN. UP TO 7"O.C. MAX.
RAFTER
LATTICE TUBE TO RAFTER
17
41
r r
~ No.3 s
Exp. 3131 j.
L (4) - #8 x 3/4" TEK SCREWS'
BRACKET TO BEAM
"U" BRACKET - RAFTER TO BEAM 18
DRAWN BY: KK.
TOM CAMPBELL'S ASSOCIATES. INC. 1
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TO POST
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
TTACHMENT
HORIZ WIND=
8269 ALPINE AVE., SACRAMENTO, CA 9582fi
'
REVISED BY: K.K. 8 O.P.
90, 100 b 110 MPH
(916) 452-7021 FAX 403-1519 sales®duratum.c"m
SHEET 12 OF 29
SIMPLE SPLICE
SPLICE DETAILS 11 BEAM TO POST DETAILS 12
FULL MOMENT
i i I I
I
#10 S.M.s. II #12 S.M.S.
(e Tor. NP THICKNESS = .035 (24 TOT TYP. THICKN IHSSS =.035"
6.38"
" II II
ALUM. ALLOY 3004-1-136 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
(2)#10 S.M.S.f. EA.
VALLEY, TY
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
I -BEAM ALUM ALLOY I SQ. POST,CONNECT WEB
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE J I POST W/2F1/2 0
STL. C -BEAM S
3, TO
TOTAL= (8)-1/2"0 BOLTS nllal 3 O
_.._..._.............. - .._.............. -......................... ....... _..... _.... ESS
RAF O SQ. POST
1.00"
0 0 o v2 ' ps ' C'4 1,p t , BEAM TO POST CONN.
SPLICE WHERE 2'00, • m
OCCURS 4" N0.37g4g m
.070° _ z
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED
SPLICE WM
OCCU7
ALUM. ALLOY
6063-T6
7" I -BEAM
MOMENT C -SPLICE
#12 METAL BACKED,
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" BM. , TO BRACKET
2- 3/8"0 M.B. THRU STL. -r
BRACKET TO POST.
POST. SEE SCHEDULE r
ALTERNATE BEAM TO POST CONN.
TYP.
TOM CAMPBELL & ASSOCIATES. INC.
0 0
PATIO COVER SYSTEM AS MFG. BY:
ALUM. ALLOY
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10.20 830 Pst
DURALUM PRODUCTS. INC.
6063-T6
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
SPLICE DETAILS
HORIZ WIND =
4" I -BEAM
3'-0"
REVISED BY: K.K. 8 D.P.
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 WM
OCCU7
ALUM. ALLOY
6063-T6
7" I -BEAM
MOMENT C -SPLICE
#12 METAL BACKED,
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" BM. , TO BRACKET
2- 3/8"0 M.B. THRU STL. -r
BRACKET TO POST.
POST. SEE SCHEDULE r
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: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10.20 830 Pst
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
SPLICE DETAILS
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-7021
SHEET 11 OF 29
REVISED BY: K.K. 8 D.P.
90, 100 8 110 MPH
FAX 403-1519 sales@dumlum.wm
DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST. CONNECTION
_
- BEAM SPLICE TO
1 1/2" OR 2"LATTICE _ ..
OCCUR DIRECTLY OVER 5/8" O -PLASTIC
#8 S.M.S. POST. NOT PERMITTED PLUG WHERE
ALTERNATE 112" DOUBLE RAFTER- 6 SCREWS I @ 2 -POST UNITS `
BOLT CONNECTION PLAN z SCREW IS INSIDE
ALTERNATE : PER SIDE I '
BE
4-#14 S.M.S. EACH #14 SMS MAY
USE AS
RAFTER TO COL. ALTERNATE TO
-- CONNECT. (B -TOT.) 3.5" 3.5"
1/4"0 BOLTS
.3.5'.
3.5"
r 8" BEAM
1 °-T-------- f
1„ 64,14 SMS
SIDE I I 6 1/2" SIDEPLATE EA.
3"x ER TL.POSTATTAC ED I o I ALTERNATE : #14 SMS EA. SIDE I SIDE SEE POST SCHED.
INSERT ATTACHED OR (2)-2x6.5" OR I I
3"x 3"STL.POST COLUMN I (2)-3',x8 HEADER
. TOP, MID HEIGHT
FOR FREESTANDING AND BOTTOM.
L (2)-1/2"BOLT .. " , 3"SQ. POST BETWEEN SIDE PLATES
2°x 6.s°sIDEPLATE TZBEAM'TO-POST CONNECTION `
-POST SCHEDULER y ` 21
DBL. RAFTER / DBL. HEADER CONN. 19
.3. S,Q: x,024:- (2)_2,-x-6 1/2==x-024"' 3" SQ, x.024" + (2)-2" x 6 1/2" k.032"
W/ (6)x#14 S M:S'EACH SIDE.'— ' ❑2 W/ (6)-#14 S.M.S. EACH SIDE.
t- `USE ON"CONC."SL`AB'ONLYR USE ON CONC. SLAB OR FOOTING.
EXIST.
SHEATHING MAY 3 0 2008
'
#8 S.M.S. EACH SIDE
LATTICE 1 1/2" OR 2" OFESS/p\
2"x6" LEDGER (EXIST.) P5,- C,q A \
M.
w
w 318" LAG SCREW
-.
2"x6.5" OR 3"x8" RAFTER r Z 1
. No. 37948 I+
ALTERNATE: 1/2" BOLT \ Exp. 3/31/09 XI,
ALTERNATE:
2 -#10 S.M.S. EACH RAFTER
T COLUMN CONNECTION (4 -TOTAL)
ALTERNATE:
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
STUB COLUMN TO DOUBLE HEADER CONN 20
EXIST.
1" STUCCO OR EQUAL
PENE.INTO WOOD FRAMING
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
BY: K.K.
TOM CAMPBELL &ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
IDRAWN
DATE: 10/2312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGACA (951) 741-2107
,
CONNECTIONS
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
I SHEET 13 OF 29
REVISEDBY:K.K.&D.P.
90, 100 8 170 MPH
(916) 452.7021 FAX 403-1519 sales@dumlummm
6.5" ROLLFORM 4" I -BEAM 4.5" / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM
F FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED
no MAX.COL. MAX,POST MAX.POST MAX.POST MAX.POST MAX.POST
SPACING SPACING FTG. MIN. FTG MIN. SPACING FTG MIN. FTG MIN. SPACING FTG. MIN. FTG MIN. SPACING FTG MIN. FTG MIN. SPACING FTG. MIN. FTG MIN.
F 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 (IN.) TYPE (IN.) TYPE (IN.) TYPE
4' 17'-0" 14'-6" 28 F 22 B 19' " 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'-0'7,-1„ 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'-10" 26 F 23 B 1s' $'S-7" 28 G 26 B 12'4" 28 F 24 B 12'4" 28 F 24 B 13'-3" 28 F 24 B-
7' 9'-8" 11'-0" 26 G 24 B 15 14, s., 28 G 27 B 11'-5" 26 G 24 B 11'4" 26 G 25 B 12'-7" 28 G 25 B
8' 8'-6" 10'4" 26 G 24 B 14'-6'3-s„101-81. 28 G 27 B 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'_ i 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'-12,-1„ 28 G 28 B 9'-6" 26 G 26 B 9'-10" 26 G 26 B 11'-2" 26 G 27 B
11' 6'-2" 8'-9" 26 G 26 B 12'-x'1 V-15"
28 G 29 B 9'-2" 26 G 26 B 9'-5" 26 G 27 B 10'-10" 26 G 28 B
12' 5'4" 11' 9" 26 G 29 B 9'-0" 26 G 27 B 10'-6" 26 G 28 B
13' 5-2" 11'-3" 28 H 30 B 8'-8" 28 H 28 B 10'-3" 28 H 29 B
10'-7"
14' 4'-10" 10 1 28 H 30 B 8'-4" 28 H 28 B 10'-0" 28 H 29 B
10'-3"
15' 4'-6" 10'6" 28 H 30 B 8'-1" 28 H 28 B 9'-9" 28 H 30 B
9'-10"
16'4'-3.. 10"-2" 28 H 31 B 7'-10" 28 H 29 B 9'-6" 28 H 30 B
9'-6"
17' 4'-0" 28 H 31 B T-7" 28 H 29 B 9'-4" 28 H 31 B
9._3..
18' 3'-9" 9'-7" 28 H 31 B 7'-4" 28 H 29 B 9'-2" 28 31 B
9. 0..
19' 3'-7" 9 -2 33 H 31 B 7'-2" 33 H 29 B 9'-0" 33 H 32 B
F8'-10'
20' T-4" 33 H 32 B 7'-0" 33 H 30 B 8'-10" 33 H 32 B
POST F MAX HT.= & FREEST /
\ MP
W O p'I FOOTNOTE: "SAMPLE"
iA0 FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
_ all 1 ' ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: _
TOM CAMPBELL &ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1012 2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10. 20 & 30 p51
DURAL PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
.NAND =
IN
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 14 OF 29
REVISED BY: K.K. 8 D.P.
10 # L.L. 90 MPH
90,100 & 110 MPH
0.100
(916) 452-7021 FAX 403-7579 sales( Aurelum.com
10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
TONI.CAMPBELL 8 ASSOCIATES. INC..
SOLID
LNE LOA o =
7" I -BEAM
DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM
3"x8" BEAMw/INSERT
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
OR-TW"BEW
RANCHO CUCAMONGA, CA (951) 741-2107
w
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
MAX.POST'"'FREESTAND•'
(916) 452-7021 FAX 403-1519 sales duratum.com
ATTACHED
MAX.POST
FREESTAND
ATTACHED
F H
o
O m
05Z:5
F
m-
N
¢a Z
1nO
SPACING
SPACING
SPACING
FOR DBL.
SPACING
FOR 3" z 8"
SPACING
m o
22
7rGMIN.
POST
FTG
MIN.
POST
FTG.
MIN.
POST
FTG
'POST
MIN.
FTG.
MIN.
POST
FTG
MIN.
POST
FTG.
MIN.
POST
FTG
MIN.
POST
TYPE
(IN.)
TYPE
( IN.)
TYPE
'(IN.)
TYPE
2" x 6.5x.032"
BEAM
(INJ
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
4'
17'-0"
32'-5"
33
G
28
B
20'-1"
33
G
24
B
13'-7"
1a'-2"
28
F
22
B
26'-1
33
G
27
B
4'
9 -2"
13'-0"
3'-6"
25'-10"
13'-7"
33
G
30
B
/E
17'-1
28
G
25
B
12'-1"
12'-8"
28
F
22
B
24'-1"
33
G
28
B
5
za' a°
1 T -r'
1 l'-8"
z' z"
3, o„
6'
11'-4'.
27'-1"
33
G
31
1s' 4"
28
G
26
B
11'-1„
1.1,_6„--
26
F
23
B
z1'-1 "
33
G
29
B/
6'
E
5'-8"
10'-7"
11,_1„
1'-0"
C
7'
9'-8"
5'-1
33
G
31
B/
15, 2„
28
G
27
B
10'-3"
10'-9"
26
G
24
B
20' a"
33
G
29
B
/C
7
3'-11"
E
14'-6"
9'-10"
10'-3"
19'-5"
8'
8'-6..
23'-5>-- ,x„
33
G
32
E
14'-2>'*-
28
G
27
B
9'-8"
10'-0"
26
G
24
B
19'-0"
33
G
30
B/
g-
3, 6„
9'-2"
9'-7"
18'-2'
E
9'
T-7"
22,_1„
33
G
33
E/
13'-4"
28
G
28
B
9'-1"
9'-5"
26
G
25
B
17'-1
28
G
31
B/
9'
F
8'-8"
9'-1"
,-'l T-2]
E
10'
6'-9'.
z1' -o",
33
G
33
12'-s2
28
G
28
B
s, 7„
9-0
26
G
25
B
17'-0",
28
G
31
E
10,
„
1
-
„
11'
6'-2'.
2o'-0"
33
G
34
E/
12'-1"
28
G
29
B
s'-2„
s,_7„
26
G
26
B
16'-3"
28
G
32
B/
11
F
11' 6"
7'-10"
8'-2"
E
12'
S'-8'.
19'-2
33
G
34
E
11,_7„
26
G
29
B
7'-10"
8'-2"
26
G
26
B
15'-6"
28
G
32
B/
12'
F
1'-1"
7'-s"
T-10"
14-10'
E
13'
5'-2"
1s'T
33
H
35
E
28
H
29
B
7' s„7
T-107
28
H
26
B
1a' -1a,-3°
28
H
33
B/E
13'
7
10'-8"
z
s
14'
4'-10”
17'-s"
28
H
35
E
10
28
H
30
B
7'-311s'
7 7
28
H
27
B
14'4"
28
H
33
B/E
14'
11"
7' 3„
,-9"
15'
4'-6"
1 T-2°
28
H
36
E
10'-4"
'-10"
28
H
30
B
T-0"
T-4"
28
H
27
B
13'-1
28
H
33
B
/E
15'
16'-4"
6'-8"
7'-0"
13'-3"
16'
4'-3"
16'-7",_
28
H
36
F
10'-0"
28
H
31
B
6'-10"
7'-1"
28
H
27
B
13'-5"
28
H
34
16'
.,
9'-7"
6'-6"
6'-9"
2'-10'
E
17'
4'-0..
16'-1"
2g
H
36
F
91-91 ,
28
H
31
B
6'-7"
6'-10"
28
H
27
B
13'-0"
28
H
34
B
/E
17'
15'-4"
-3"
6' 4"
6'-7"
12'-5"
18'
3'-9.,
15' s"5,
28
H
37
F
9'-5"
28
H
31
B
s'-5"6-2„
6-8-6 „
28
H
28
B
12'-s2,-2"
28
H
34
E
18'
o„
y,_o„
19'
3'-7"
15'-2"
33
H
37
F
9'-2"
33
H
31
B
6'-3"
6'-6"
33
H
28
B
12'4
35
BE
19'
14'-6"
8'-9"
5'-11"
6'-2"
20'
3,-4„
14'-14,_2„
33
H
37
F
9'-o"s
33
H
32
B
6'-11'5'-10"
6'-4",,,,,'
33
H
281
B
331,rC%
B/E
20'
7
6' 1„
M -N
POST F MAX HT.= 8' FREESTANDING ONLY MAY 0 2008 17
'
¢
NOTE: FOOTNOTE: "SAMPLE" F 3 m
FOOTING SHOWN REPRESENTS LENGTH OF j n
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C y
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. L— J
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 9 FOR ATTACHED 8 SHT. 23 FOR FREESTANDING ,
DRAWN BY: K.K.
TONI.CAMPBELL 8 ASSOCIATES. INC..
SOLID
LNE LOA o =
PATIO COVERS STEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 7012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY: K.K. 8 D.P.
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
82fi9 ALPINE AVE., SACRAMENTO, CA 95626
SHEET 15 OF 29
10 9 L.L. 90 MPH
90. 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales duratum.com
10# L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
DRAWN BY: K.K.
6.511 ROLLFORM
4" I -BEAM
LIVE LOAD =
4.5" /
MAG GUTTER
MAG BEAM
3" SQ. STEEL
BEAM
POST SPACING TABLE
FREESTANDING
10.20 & 3o pst
DURALUM PRODUCTS, NC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ WIND =
8269 ALPINE AVE., SACRA NTD. CA 95626
SHEET 16 OF 29
REVISED BY: K.K. 6 D.P.
10 # L.L. 100 MPH
=
o
MAX.COL.
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
mg
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
FTG
MIN.
G
MIN.
FTG.
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN•
FTG.
MIN.
FTG .
MIN.
F
ON SLAB
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
4'
17'-0"
13'-11"
30
G
22
B
18''17_'2
35
G
24
B
15'-2"
28
G
22
B
30
G
22
B
15'-2"
„
30
G
22
B.
-
5'
13'-7"
12'-5"
30
G
23
B
17'-1"
30
G
25
B
13'-6"
28
G
23
BZ
30
G
23
B
14-1'
30
G
23
B
15'-4"
1„
-1
1
6'
11'-4"
111-4"
27
G
23
B
15'-7>"'30
G
26
B
12'-4"
28
G
24
B
12'-3
30
G
24
B
13'-32
30
G
24
B'
14'-0"
„
7'
9'-8"
10'-6"
27
G
24
B
1a 13
30
G
27
B
11'-5"
26
G
24
B
0.7"
27
G
25
B
12 11'-9,
30
G
25
B
0„
8'
8'-6"
9'-10"
27
G
24
B
13'-6"
30
G
27
B
10'-8"
26
G
25
B
11'-1"
"
27
G
25
B
12'-0"
27
G
26
B
12'-2"
9'-11
11'-2'
9'
7'-7"
9'-3"
27
G
25
B
12'-s'1
30
G
28
B
10'-1"
26
G
25
B
10'-9'; .
27
G
26
B
11'-1'0,_.„
27
G
27
B
5.,
10'
6'-9"
8'-10"
27
G
25
B
12'-10,-10'
30
G
28
B
9'-6"
26
G
26
B
9'-10;_
27
G
26
B
11'-2"
27
G
27
B
11'
6-2"
8,-4„
27
H
26
B
11'-s'0
27
H
29
B
9'-2"
26
H
26
B
9'-5'8
27
H
27
B
10'-;o,
27
H
28
B
4
5
12'
6-8"
27
H
29
B
s' -O"
27
H
27
B
10-6
27
H
28
B
10._0„
8, 1,.
.,_91,
13'
6-2"
10'x9
30
H
30
B
8'-8"7
30
H
28
B
10'-3"
30
H
29
B
s
s
6„
14'
4'-10"
10'-3"
30
H
30B
8
30
H
28
B
10'-0,'
30
H
29
B
9'_2"
- „
-
15'
4'-6"
0"
30
H
30
B
30
H
28
B
9'-s°
30
H
30
B
3"
9'-1"
16'
4'-3"
9'-6
30
H
31
B
7'-10"
30
H
29
B
9'-s"
30
H
30
B
8'-7"
-
-
17
9.
30
H
31
7 -7
30
H
29
B
9' a"
30
H
31
B
4'-0"
6'-9"
8'-8"
18'
3'-9"
9'"0'
30
H
31
B
T-4"
30
H
29
B
9' 2"
30
1 H
131
B
19
35
H
31
B
7'-265„
35
H
29
B
9' -os,
35
H
32
B
3'-7"
20
8' 7.
35
H
32
B
7'-0"
33
H
30
8'-10"
35
H
32
B
6.
MAY 3 0 7000 ti' CA y
P5
NOTE: FOOTNOTE: "SAMPLE"
m
FOOTING SHOWN REPRESENTS LENGTH OF
~ rn
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B NO. 37948
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE _ l
6" EACH SIDE FOR FREESTANDING ONLY. Exp.' /:k\f"
MAY BE REDUCED
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTE 'A
JOB NO. GF07.0674
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10.20 & 3o pst
DURALUM PRODUCTS, NC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ WIND =
8269 ALPINE AVE., SACRA NTD. CA 95626
SHEET 16 OF 29
REVISED BY: K.K. 6 D.P.
10 # L.L. 100 MPH
90,100 9 110 MPH
916 452-7021 FAX 403-151 sates@duralumwm
( I