08-1461 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
08-00001461
Property Address:
80889 VIA PUERTA AZUL
APN:
762-240-003-17 -300961-
Application description:
PATIO COVER - RESIDENTIAL
Property Zoning:
MEDIUM DENSITY RES
Application valuation:
5586
Tit!t 4 4 Qum&
Applicant:
Architect or Engineer:
LICENSED CONTRACTOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: B License No.: 770843
Date: Raf== 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 155001.:
(_ 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 contractorls) licensed
pursuant to the Contractors' State License Law.).
1 _ I I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 8/22/08
Owner:
SHEARS RESIDENCE
80889 VIA PUERT
LA QUINTA, CA 92
Contractor: AUG 2 2 2008
LIFETIME PATIOS
P.O. BOX 5806 CITY OF LA QUINTA
LA QUINTA, CA 92LACI FINANCE DEPT.
(760)772-0013
Lic. No.: 770843
-----------------------------------
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 Labor Code, I shall forthwi h comply with those provisions.
Date: Applicant: ( .
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that 1 have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this cou�n�ty tom/e%�ter upon the above-mentioned property for inspection purposes.
Date: �(1 G c� C/�Ignature (Applicant or Agent): C4
Application Number . . . . . 08-00001461
Permit . . . PATIO COVER PERMIT
Additional desc . .
Permit Fee . . . . 81.00 Plan Check
Fee
52.65
Issue Date . . . . Valuation
. . .
. 5586
Expiration Date . . 2/18/09
Qty Unit Charge Per
Extension
BASE FEE
45.00
4.00 9.0000 THOU BLDG 2,001-25,000
36.00
----------------------------------------------------------------------------
Special Notes and Comments
420 SQUARE FT OPEN LATTICE ALUMAWOOD
SHADE STRUCTURE PER APPROVED PLANS 2006
IBC / 2006 IRC /2007 CBC
----------------------------------------------------------------------------
Other Fees . . . . . . . . . STRONG MOTION (SMI)
- RES
.55
Fee summary Charged Paid Credited
----------------- ----------
Due
------- - -- ----------
Permit Fee Total 81.00 .00
----------
.00
81.00
Plan Check Total 52.65 .00
.00
52.65
• Other Fee Total .55 .00
.00
.55
Grand Total 134.20 .00
.00
134.20
LQPERMIT
Bin #
City of La Quinta
Req'd
Building a Safety Division
TRACKING _
Permit #
P.O. Box 1504, 78-495 Calle Tampico
Q
p��
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Project Address: S� - C -
Owner's Name:
Address: -
A. P. Number:
Legal Description:
City, ST, Zip: it L%)1.q V
19ZZ
Contractor: /I FETAf f% 7-10-S
Telephone:
Address: / X
Project
Plan Check Deposit
Description:
City, ST, zip: I q 00//V7`,4 eA 61 2Q
Truss Calcs.
Telephone: 76,0 - 7 7,,-7 - Gla /,3
Called Contact Person
State Lie. # . 13 -770$ 41 _5.
City Lie. #: 3.759
�•e
Arch., Engr., Designer:
Energy Cales.
Address:
City, ST, Zip:
Telephone:
Construction Type: Occupancy:
State Lie. #: r c
Project type (circle one): New Add'n Alter Repair • Demo
Name of Contact Person:
Sq. FL:
# Stories:
T# Units:
Telephone # of Contact Person:7�G�'�p6$ '� .%(��
Estimated Value of Project:
I APPLICANT: Dn IUnT WRITG RFI rnn► Tuie i mir
#
Submittal
Req'd
Recd
TRACKING _
PERMIT FEES
Plan Sets
Plan Check submitted
2 V
Item
Amount
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Energy Cales.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
rd Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
3- Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
(951) 741-2107
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 panels or lattice purlins, as cited in the attached
standard plans identified as Job No. GF07-0674 and containing my professional
engineers stamp and signature, comply with the roof live, snow, wind and seismic
loading requirements cited in the 2006 International Building Code, 2006
International Residential Code, 2007 California Building Code, ASCE/SEI 7-05
(Minimum Design Loads for Buildings and Other Structures) and the 2000 Aluminum
Design Manual, ADM -01.
The standard plans accompanying this letter must properly identify all site-specific
information necessary for plan submittal to the local authority having jurisdiction by
highlighting those structural framing member sizes and details relevant to the patio
cover's construction at the address noted below. All work relevant to the construction
of the approved patio cover must be in accordance with the attached standard plans
as approved by the local authority having jurisdiction.
Please contact me at (951) 741-2107 or at ticampbell(cDcharter.net should you
require additional information.
Sincerely, ,)FESS/pN�
Cq4 l
p� Am
Tom Campbell, PE w ~ NO. 3-M8
oc
Exp. 3/31/09
Site Information j9� CML �aNQ
Owner's Name
Address
City/Town C�' Alf tl r-/,+-
State
'/�State �.P.o . tq �,
eJ Jc
.v`�trl 7.�i•.f .
n7�•77iV-�, ..
' �•• � Lfecnso Y87708aJ
-CLIFETIME
•,Y• •r, C U S T O M S H A D E S T R U C T U R E S
I Charles Tunstead
Owner
I '
Landscape Plan Design
Stuart and Ingrid Shears
80889 Via 'Puerta Azul
. La Quinta CA 9225:3
A. Scale 1/8 1'.0"
�I
J.. 11
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.
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.
18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7, SECTION 6.5.7.1.
19. THE FREESTANDING AND ATTACHED SOLID 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 MAYBE 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 7.000
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: KK
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 8 30 psl
OURALUM PRODUCTS, INC.
SCALE: NONE
K K D P
RANCHO CUCAMONGA. CA (951) 741-2107
GENERAL NOTES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
SHEET 1 OF 29
VI R
RESED BY,
9/1 "Il-ii.MPH
MAI A57_7n71 FAY dm.il1 70 caloclr7,A„nL,m rnm
RAFTER, SEE TABLE _
FOR SIZE OPEN LATTICE TYPES
AND SPACING �'
- \\ MAX. PROD.
SEMAX. PROJ.E SCHEDULE E17STjA,Oe`rCOjNO l NOTE: MAY NOT BE NCLO ED OR COVERED. THIS OPEN LATTICE -TYPE STRUCTURE SEE SCHEDULE
MAX. O.H. RAFTER, SEE TABLE /
y 25% OF SPAN 0' 1 ` FOR SIZE
ANO SPACING
SEE
116
LENGTH OF STRUCTURE VARIES
LATTICE STRUCTURE
MAY3 01008
O
Nq,VO I
MAX. PROD.
PATIO COVER SYSTEM AS MFG. BY:
SEE SCHEDULE
sFFT�pgcrry
RAFTER, SEE TABLE
STR
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FOR SIZE
OST WITH SIDE- I
'
O.H
PLATES SEE DETAIL
TO FOOTING. SEE
NG
SFFt�CeCHO
HORIZ. WIND -
, i
COMPONTENT UNLESS OTHERWISE SHOWN.
OF SPAN
C
NOTE: EACH COMPONENT IS INTER-
=
Ds
SFFT SogCr
TO
FOO EE
OPEN LATTICE -TYPE PATIO COVER
POST HEIGHT
312- SLAB ATTACHMENT
NOTE: EACH COMPONENT IS INTER-
SCHEDULE
n�
MAY BE USED WHERE
CHANGEABLE WITH ANY OTHER
s FF s q
SCALE: NTS
COMPONTENT�UNLESS OTHERWISE SHOWN.
T I
9e�FONG \
sEESLHE ULE _
` -
\� FOOTING WHERE REQUIRE
SEE SCHED. FOR FOOTING
OPEN LATTICE -TYPE PATIO COVER
NOTE: THIS OPEN LATTICE -TYPE STRUC
SCALE:. NTS. r _ _ _„_may MAY NOT BE ENCLOSED OR COV
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURI
RAFTER, SEE TABLE SEE SCH V ULE NOTE: THIS OPEN LATTIgg-TYPE
FOR SIZE
AND SPACING MAY NOT BE ENCL SEB•C
MAX.
O.H. 0
25% OF SPAN
LENGTH OF STRUCTURE VARIES
HEIGHT
LENGTH OF STRUCTURE VARIES
*'j�: EACH COMPONENT IS INTER -
FABLE WITH ANY OTHER
ENT UNLESS OTHERWISE SHOWN.
gyp' 3/ 1/Og
EI-iSTrND eu'CO'NG
POST WITH SIDE-
PLATES SEE DET/
" 3 12' SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
J SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
PE "F" ATTACHED MULTISPAN
LATTICE STRUCTURE
MAY3 01008
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE ENCLOSED OR COVERED.
MAX. PROD.
PATIO COVER SYSTEM AS MFG. BY:
SEE SCHEDULE
sFFT�pgcrry
RAFTER, SEE TABLE
STR
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FOR SIZE
312 -SLAB
MAY BE USED
AND SPACING
O.H
CHANGEABLE WITH ANY OTHER SPgCr
9e[F lam.
TO FOOTING. SEE
NG
C O.H.
HORIZ. WIND -
BE USED
COMPONTENT UNLESS OTHERWISE SHOWN.
OF SPAN
C
NOTE: EACH COMPONENT IS INTER-
=
Ds
SFFT SogCr
TO
FOO EE
OPEN LATTICE -TYPE PATIO COVER
POST HEIGHT
CHANGEABLE WITH ANY OTHER
qg<F NG
SCHEDULE
LENGTH OF STRUCTURE VARIES
�cT"gC
�(F NC
DRAWN BY: K.K.
pOy.
J'c
POST CROSS-SECTION,
SEE POST DET L
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
sFFT�pgcrry
DATE: 10/232007
STR
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
NOTE: EACH COMPONENT IS INTER -r'
OST
SFFT
312 -SLAB
MAY BE USED
<F G
3 12 - SLAB
CHANGEABLE WITH ANY OTHER SPgCr
9e[F lam.
TO FOOTING. SEE
NG
STRUCTURES
HORIZ. WIND -
BE USED
COMPONTENT UNLESS OTHERWISE SHOWN.
SCHEDULE
NOTE: EACH COMPONENT IS INTER-
=
Ds
SFFT SogCr
TO
FOO EE
OPEN LATTICE -TYPE PATIO COVER
FAX 403-1519 sales@duralum.com
CHANGEABLE WITH ANY OTHER
qg<F NG
SCHEDULE
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING WHERE REQUIRED
SCALE: NTS
SEE SCHED. FOR FOOTING CUBE SIZE
SEE SCHED. FOR FOOTING CUBE 512E
TYPE "G" FREESTANDING 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
STR
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 8 30 Ps1
DURALUM PRODUCTS, INC.
1(916)452-7021
SCALE: NONE
RANCHO CUCAAL
CA (951) 741-INEE
STRUCTURES
HORIZ. WIND -
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF 29
REVISED BY: K.K. & D.P.
90.100 & 110 MPH
FAX 403-1519 sales@duralum.com
SOLID PANEL TYPES
ATTACHMENT CHANNEL te
ALUMINUM SEE DETAILROOF PANEL
ANpSGT//OFSTR
SEESCHEDULE THEP OSE TON FENC TM R/ES
FOR SPANS
AN
_..,.rJ LOSED
'O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
DRAWN BY: K. K.
TOM CAMPBELL 8 ASSOCIATES. INC.LNE
SEE DETAIL FOR SPLICE —�
LOAD =
POST SP
OPTIONAL: CANTILEVER BEAM m
SQ. POSTS. SIZE VARIES
SEE SCHEp�CEs
SCHEDULE R
SEEPOST
=
/'OST
SEESCNEOUtG
DURALUM PRODUCTS, INC.
1(916)452-7021
SPACING
SQ. POSTS, SIZE VARIES
SCHFcU/ 3
POST SPACINOR =
SO. POSTS, SIZE VARIES
HORIZ. WIND =
3 1/2" SLAB ATTACHMENT
MAY BE
ALTERNATE:
?5j
r
REVISED BY: K.K. 8 D.P.
USED WHERE
31/2^SLAB
OF SO
N CEED
FAX 403-1519 sales@duralum.wm
PERMITTED.
SINGLE POST
SINGMAY
LE POST
fE0 N
SEE SCHEDULE
SEE SCHEDULE
MAX. HT.= 12'
SEE SCHEDULE
NOTE 0 SPLICE AT THIS
I
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
q<j
SINGLE POST
SEE SCHEDULE
NOTE
NOTE: NO AT
POST O AT END BAYS.
OST AND APEND BAYS..LICE
FOOTING WHERE REQUIRED .J
POST I
4D AT END BeYS.
1
SEE SCHEDULE FOR FOOTING CUBE SIZE
t`
Q
NOTE: EACH COMPONENT IS INTEQ
Z
CHANGEABLE WITH ANY OTHER
No.
COMPONTENT UNLESS OTHERWIS
OWN.
,
II FYM—f—%M
1 r "All ATTAulnll COAnl lA//f'`AAITCt7T
TVPF=rGn crC
AI E**
ALUMINUM"/H OF
ROOF PANEL O.H STRUC�RE Vt
SEE SCHEDULE
S A (MAyNOB
E
0.FOR SPANS T ENCLOSEp
"O.H" NOT TO EXCEED 2596
OF SPAN
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
ATTACHMENT CHANNEL
SEE DETAILS
MIN. 0.5" SLOPE PER FT.
SQ. POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERETED. Sp
SEESCHEDULEPERMIT
S
JHT o Yl 2
3 0 70008
ERE REQUIRED
i LE FOR FOOTING CUBE SIZE
ul .�L
ALUMINUM
ROOF PANEL MIN. 0.5" SLOPE PER FT.
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
LENGTH OF
H STRUCTURE VARIES
( MAY NOT BE ENCLOSED)
SEE DETAIL FOR SPLICE
DRAWN BY: K. K.
TOM CAMPBELL 8 ASSOCIATES. INC.LNE
SEE DETAIL FOR SPLICE —�
LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
POSTSP
SEEss
OPTIONAL: CANT EVER BEAM
SEE SCHEDULE
SOLID PANEL
/'OST
SEESCNEOUtG
DURALUM PRODUCTS, INC.
1(916)452-7021
OPTI NAL: CANT E
SQ. POSTS, SIZE VARIES
SCHFcU/ 3
POST SPACINOR =
SO. POSTS, SIZE VARIES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SE P ST SPACINGE SCHEDULE R
31/2"SLAB
BE USED
REVISED BY: K.K. 8 D.P.
OH•NOTT
S. OFSPgk/Y
31/2^SLAB
es
FAX 403-1519 sales@duralum.wm
O,//'NOT
15 ° OFSP EkCEED
O CONSTRAIN
SINGMAY
LE POST
fE0 N
MAY BE USED
ALTERNATE:
FOOTING. SEE
SCHEDULE
SEE SCHEDULE
NOTE 0 SPLICE AT THIS
I
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
q<j
SINGLE POST
SEE SCHEDULE
NOTE
O SPLICE A THIS
POST O AT END BAYS.
POST I
4D AT END BeYS.
1
FOOTING WHERE REQUIRED _BE I ' j J FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE /�/�l/ 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 W/CANTILEVER OPTION
DRAWN BY: K. K.
TOM CAMPBELL 8 ASSOCIATES. INC.LNE
LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/2312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
10, 20 d 30 Psl
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 2 OF 29
REVISED BY: K.K. 8 D.P.
90, 100 6 110 MPH
FAX 403-1519 sales@duralum.wm
RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C
ALUM. ALLOY 30041-136 3„ 6.5 7�-�j 3.0" � 8.0"
„J 2" � OR EQUAL � MAX. 2•• � �I
*SEE NOTE BELOW
ALUM. ALLOY 3004H36 ,042"
ALUM. ALLOY 3004-H36 024" 024" OR EQUAL
OR EQUAL 032"
.042" .032"
* SEE NOTE BELOW
2 x,+6/2" RAFTER DBL. 2 x 6 1/2" RAFTER 3 x 8" RAFTER
ci
c
L.L.= 'T' 'i90:NIPHu 100 MPH 110 MPH L.L.= "T' 90 MPH 100 MPH 110 MPH L.L.= T' 90 MPH 100 MPH 110 MPH
(PSF) (IN.) N o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) N o EXP. 6 EXP.0 EXP. B EXP.0 EXP. B EX (PSF) (IN.) op g EXP.0 EXP. B EXP.0 EXP. B EXP.0
16" 14,-4„ 13,_0„ 13,_0„ 11,_8„ 12,_10„ ,1,-4„ .024 16 20,_3„ 18'-4„ 18,-4„ 16,-0„ 18,_,,, 16,_0„ 042 16 28,_2„ 25,_7„ 25,_7„ 22,-0„ 25,_2, 21,_2„
.024
24" 11,_8„ 10,_7„ 10,_7„ 9,-0„ 10,-4„ 9,_3„ 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,-0„ 18,_2„
10
i
.0321
16" 19,_1„ 17,4„ 17,-4„ 15'-0„ 17,_,,, 15,_4„
.032
16„ 27,_0„ 24'-0„ 24'-0„ 22'-0„ 24,_2„ 21,-4„
JOB NO. GF07-0674
40.1
013
09
- CLEAR SPAN
(FT.)
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
1(916)
�.
C'jv�
24; f 15'-0" 14'-2"' 14,_2" 12 8„ 13' 11" 12'-3'
24„ 22,_0„ 20'_0„ 20'_0" 18,_0„ 19,_8„ 17,-4„
x
.042
16" 26'-4" 23'-10" 23'-10" 21'-6" 23'-0" 20'-10"
20
.024
16" 15'-2" 15'-2" 15'-2" 15'-2" 15'-2" 15'-2"
20
.042
16"
21'_0„
21'-0"
21'-0„
21'_0„
21'_0„
21'-0"
24" 21'-0" 19.8„ 19'-0" 17'-6" 18 _9„ 17.0„
24„ 12'-4" 12,-4„ 12'4" 12'4" 12,-4„ 12'4"
24"
17.2„
17.2
17'-2"
17.2
17 _2„
17'-2"
10
.024
16" 10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 10'_8'
.032
16" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2"
13
10
11
11
12
12
13
13
24" 8'-9" 8,_9„ 8, 9„ 8, g„ 8,_g„ 8,_g„
24" 16,-6 16-6 16-6 16,_6„ 16'-0„ 16-6
20
12
14,_3„ 14,_3„ 14,_3" 14,_3„ 14,_3„ 14,_3„
30
14
16" 12,_5, 12,_5, 12,_5, 12,_5, 12,_5, 12,_5,
30
.042
16"
17,_3„
17,_3•,
17,_3„
17,_3,.
17,_3„
17,_3„
.032.024
11'_8" 11'-8" 11'-8" 11'-B" 11'-8" 11'-8"
24„ 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2"
24"
14'-2"
14'-2"
14'-2"
14'-2"
14'-2"
14'-2"
042
1 g,_8" 1 g,_8„ 19,_8„ , 9,_8„ 1g' -B" , g,_8„
L"24
032
16„ 16,_7„ 16,_7„ 16,_7„ 16'-7" 16,_7„ 16,_7„
16,_1„ 18,_1" 18,_1„ 18,_1„ 18,_1" 16'-1'
24„ 13,-8„ 13'-0" 13'-6„ 13,-6„ 13'-6" 13'_6"
16 8-10 8-10 8-10 8-10 8-10 8-10 * ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SljQWN, DOUBLE RAFTERS WITH 3" MAX. SPACING
024 24" 1 7'-2" 7'-2" T-2" 7'-2" 7'-2" 7'-2" BETWEEN MAY BE USED AT 32" D.C. OR 48" 0.. 8SINGLE RAFTER SPANS ARE NOT EXCEEDED.
30 .032 MAY 3 01008
24" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" 9'a"
16" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" -
.042
24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3"
TRIBUTARY TABLE
PROJECTION
SPAN
1
TRIBUTARY TRIBUTARY= h
WIDTH 12 SPAN + O. A.
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
40.1
013
09
- CLEAR SPAN
(FT.)
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
1(916)
�.
C'jv�
14
15 1
16
17
18
19
20
-4j .
7
8
8
9
9
10
10
11
8
9
9
10
10
11
11
12
9
10
10
11
11
12
12
13
10
11
11
12
12
13
13
14
11
12
12
13 1
13
14
14
15
12 1
13
13
14 1
14
15
15
16
PROJECTION
SPAN
1
TRIBUTARY TRIBUTARY= h
WIDTH 12 SPAN + O. A.
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: 102312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
1(916)
'
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. 8 D.P.
9O. 100 8 110 MPH
452-7021 FAX 403-1519 sales@jdumlum.wm
PANEL FASTENERS 90/100/110 MPH EXPOSURE 6 & C
CT
.075"
.750" 860"
24" 300" .440" .265,
24" TRI -'V" PANn�O�ESSI I--07
L.L.=PSF '90 -MPH 100 -MPH 110 -MPH ` �• CA .240"
40��
gQ� ecr C2� 6.00"
10 #10 S.M.S. #10 S.M.S. #10 S.M.S. fn
IMAY 3 0 7008
- NO.37� � OPTIX® PRODUCTS ACRYLIC PER
20#10 S.M.S. #10 S.M.S. #12`S:M-S. AXP. 9 1109R9.250 I.C.C. E.R. 5411 OR EQUAL
30 #12 S.M.S. #12 S.M.S. #12 S.M.S. }.r ; r, SKYLIGHT DETAIL 1
y•
1'L" x 3 1/1" 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"
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"
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
1
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
1
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 8 30 psf
DURALUM PRODUCTS, INC.
1(916)
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 8 110 MPH
452.7021 FAX 403-1519 sales®dumlum.MM
1
Kl 10 loos
T=.O60'�TYP.
COLUMN/ POST TYPES —&—SURFACE MOUNT ATTACHMENT DETAILS
3.00" SQ.
�J 3:00"SQ. .032' 1#10 sMs 3.00' SQ.
.024" @24"O.C.� 11.0—
EA. SIDE
6.5" C 075„
.00.332" 1 14"R oao"ALUM. �~
TYP.
.032" 1.048"STEEL `)
B ` 024"5/8" PLASTIC PLUG
28" LJ/ 'F O
3" SQ. ALUM. POST —'3" SQ`ALUM POST- MAG POST
OD 3004- 36 3" SQ ALUM POST
ALUM. ALLOY 3004-H36
cAMpeF cmc
6'/ 3
3„ /r '
3" 3"
ALUM. ALLOY
6063=T5
"H" BRACKET -
ALUM.ALLOY
6063-T5
WITH SIDE PLATES 3"'SQ7STEEL POST,
1 ALUM. ALLOY 3004 -H36 --/,ASTM A653 ALUM. ALLOY 6063-T6
3.00 OR
,I-;-- 2.40"--,"r
1.375"
0 L If 0 175„
X1.60"
1.50
INSTALL WASH. PLATE .090" TYP.
1%"x 5/16" x 5Y" WHEN USING
IN 110 MPH WIND AREA
.090" BRACKET FOR 3" POSTS
ALUM "T" BRACKET
13 3/8" LAG SCREWS OR
4;-1/4" LAG SCREWS
(2.5" PENE. INTO WALL)
J
N I
X
1
I I d
1 II i
ic,8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADEI
HEADER BRACKET
q 7/16"OHOI
ASTM GRADE 40 STEEL
157
TYP
USE FOR 3"
POST ONLY
CL 2- 5/16"0
6"
DRAWN BY: K.K.
2 1/8"
2 1/8"
ASTM A36
JOB NO. GF07-0674
7/8"
DATE: 10/23/2007
"RUST—O—LEUM" OR EQUAL
COLUMN I 10, 20 8 30 psl
1'
OR ELECTROPLATED
SCALE: NONE
1
2„
Lc
7 GA. PL. (.18")
O
11116"0 ROD
3/16"
90, 1008 110 MPH
1040 STL.
AUGER PARTS PAINTED
20"
"RUST—O—LEUM" OR EQUAL
OR HOT DIPPED GALVANIZED
OR ELECTROPLATED
4" DIA. 9 GA.
ASTM A-36 HELIX
STEEL "T" BRACKET
"T'BRACKET
@ 3"SQ. POST W/
(2)-#12 SMS EA.
SIDE OF POST OR
1/4" M.B. THROUGH
POST
3"SQ.POST BRACKET:
(1)-1/4" 0 M.B.
PER SIDE (2 -TOT.)
SINGLE PASS WELDED NOTE:
AUGER ANCHOR MAY BE USED WITH
3"SQ. ALUM. POST
ONLY.
NOTE:
STEEL FOOTINGS AND AUGER ANCHOR TO BE
USED FOR ll L.L. ATTACHED STRUCTURE ONLY.
ar_ —.. c cno coerinir_
= t.
G=3"SQ.xt=.1 BE
jl
H=3"SQ.xt=.250'll
' J=4"SQ.xt=.18811
K=5"SQ.xt=.188"
3.0"4.0"OR5.0"
SQUARE
STEEL POST
ASTM A36 GRADE 40
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
Q-1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
5.
O3" SO. ALUM POST
2 1/2"x 2 1/2"
x 7 GA. STL.
PLT. ASTM A36
7 GA
II 1D IIl
DRAWN BY: K.K.
STEEL PLATE
STEEL
LIVE LOAD =
ASTM A36
JOB NO. GF07-0674
AUGER PARTS PAINTED
DATE: 10/23/2007
"RUST—O—LEUM" OR EQUAL
COLUMN I 10, 20 8 30 psl
OR HOT DIPPED GALVANIZED
OR ELECTROPLATED
SCALE: NONE
SINGLE PASS WELDED
POST TYPES HORIZ. WIND =
STEEL FOOTING
O
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/23/2007
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 HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
SHEET 8 OF 29
REVISED BY: K.K. B D.P.
90, 1008 110 MPH
(916) 452-7021 FAX 403-1519 sales@durelum.com
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36 150.WALL FASTENERS
060SEE TABLE
1.50 I 'I II
WALL
FASTENERS
1.75" R
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET. \c
ALUM. PANEL 2x OJ
3x ALUM. RAFTER
FASCIA BOARD'
ALLOWABLE PROJ.
SEE TABLE BELOW
.281"
ALUM.ALLOY
.060"
6063-T6063J6 B
EXTRUDED HANGER CHA NEL
EXIST. EAVES, RAFTER
EXISTING EAVE_.
EXISTING EAVE CONNECTION ( 2
.25"R .05'
#10 SMS @ PANEL
LOCKS OR 08 SMS 4"
AT EA. CONTACT
.200' _ .2 15„
CONTINUOUS A- RAIL
ROOF PANEL 3 (WHERE OCCURS)
C
ALUM.ALLOY
D 6063-T6 ALUM.ALLOY
010 SMS @ EA. CONTACT w 6063-T6
WALL CONNECTION O I.R. HANGER
2.%40„
T=.060" -1
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
w
WIND
AT 2x FASCIA
N
WALL FASTENERS
LL=20
DESIGN
SEE TABLE
16" O.C.
CONCRETE
16,_8„
13,_10"
O
LL=10 LL=20 LL=30
LL=10 LL=20
;(1
90
A BorD BorD
?
APPROVED 3" OR 4"
100
INSUL. ROOF PANEL
E E E
a
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 ORdK
LL=20
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
90
A BorD BorD
E E E
J J
100
BorC BorD BorD
E E E
J J
110
D BorD BorD
E E E
J J
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
Ujw w
B=3/8"O x 1 1/2" @ 8" O.C.
F=7/16"O x 4" @ O.C. EACH STUD
¢nl°
C=7/16"O x 1 1/2" @ 10" O.C.
J=1/4"Ox1 1/8"@16"A.B.
1L
D=7/16"O x 1 1/2" @ 12" O.C. I
K=1/4"0x1 1/8"@12"A.B.
EXIST. RAFTER
3/16"
81, 0 STEEL
0 1/4"0 HOLES,TYP.
0 NOTE: PROVIDE WATER
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG
LL=10
LL=20
LL=30
2' x 4"
FULL OR
2" x 4"1'-6"
FULL
16' O.C.
1'-6"
16,_8„
13,_10"
9'-3"
2'-0" 11'-8" 8'-8"
5'-10"
24" O.C.
10,4„ 8'-3"
5'-6"
2'-0" 7'-0" 4'-0"
3'-0"
2"x6"FULL OR
2"x8"NOTCHED
24" O.C.
2'-0"
17'-0"
14'-0"
9'-6"
2"x8" FULL
24" O.C.
2'-0"
29'-3"
25'-0"
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"0x57 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
--F#10 SMS
AT 12" O.C.O.0
110 100 Q ' 0� , S' tUNq�
%. cAMiO�
CQ = f
0 t- No. 37W j
EXP. 3131109
1 1/2" 10# L.L.=(2)#8 SMS EA. SIDE
20#/30#L.L.=(2)#10 SMS EA. SIDE
U -BRACKET
OR 1 1/2"
3/16"
81, 0 STEEL
0 1/4"0 HOLES,TYP.
0 NOTE: PROVIDE WATER
I 2x6 1/2"0
5" MIN. OR 8"
8 O
O
PROTECTION, METAL FLASHING
� CAUCK JOINTS AND SLOPE
TO DRAIN
RAFTER
I
TYPICAL BRACKET AT EVERY 2x
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
1 114"
10. 20 8 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 7d1-2107
g77gCHMENT
\
FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
EXISTING WOOD STUD FRAMING
EAVE LENGTH
REVISED BY: K.K. 8 D.P.
9o, 100 8 110 MPHSHEET
(916) 452-7021 FAX 403.1519 salesQduralum.com
( I '�ji ]Yfi OR 7xa LEDGER
2 EACH 1/4"0 x3-1/2" LAG SCREWS L.L.=10 psf RAFTER
2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf )-#10x1 3F
(3)-#1 x31/2" W.S. pg710 COVER
RAFTER TO
WALL CONNECTION O NOTE: PLACE"SIKA FLEX"OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET
MAY BE MOUNTED
BRACKET CONNECTION BELOW RAFTER W/
4/
SAME CONNECTION'S.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
L.LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
AND BRACKETS
10. 20 8 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 7d1-2107
g77gCHMENT
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
7 OF 29
REVISED BY: K.K. 8 D.P.
9o, 100 8 110 MPHSHEET
(916) 452-7021 FAX 403.1519 salesQduralum.com
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
COLUMN / POST TYPES
& SURFACE MOUNT AND EMBEDMENT DETAILS
--LU
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
ALUM.'T"BRACKET USE WITH
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 8 30 ps1
DURALUM PRODUCTS, INC. '
1(916)452-7021
POST TYPE B.C,D, OR E
STEEL POST ONLY:
RANCHO CUCAMONGA, CA (951) 741-2107
AND EMBEDMENT
"T' BRACKET
8269 ALPINE AVE., SACRAMENTO, CA 95826
FAX 403-1519 sales@duralumcam
'
STEEL."rBRACKET USE WITH
POST TYPE B.C,D,E,F,G,H,J OR K.
USE POST TYPE
, F, G, H, J OR K
(3)-5/8"0 BOLTS
FOR POST TYPE J _
3"SQ. POST
@ 3 -SO. POST W/
(2)-#12 SMS EA.
T' SO. POST
uLU (. " e o HIETI
I
I
SIDE OF POST OR
1/4" M.B. THROUGH
KWIK�oLTS OR EQUAL
STEEL. -r BRACKET:
i
1/2 DEPTH OF I I
4 5
(2)-12"0 BOLTS 1 16"INSERT
FOR ALL OTHER
POST
SEE NOTES BELOW
USE (2)-3/8"0 HILTI KWIK \ .
BOLTS OR EQUAL
FOOTING OR 1 '
12" MIN. EMBD. 1
I x .188"
CONDITIONS 45- ASTM A36
(2)-3/8"0 HILTI "KWIK"'
(2" MIN. EMBEDMENT DEPTH
., I ' : ,
STEEL
BOLTS, OR EQUAL, EACH
FOR KWIK BOLTS
1: I 1 ::.
T.O.C..
BRACKET TO SLAB.
:; I
I
MINIMUM DISTANCE TO
L7 Lli
I -i
2"S .BASE PLT
EDGE OF SLAB = 2-1/2"
e
d
w o
I 1R"SnRArFPITj_
ASTM A572 STEEL
DE TH a
°1 =
3/16"
SLAB SHALL BE
IN
a POURED CONCRETE
:�. L•�•:' r y
GOOD CONDITION
FOOTING SEE NOTE
a
w
3" SO. POST ISTL.)
3 1/2" MIN.
FOR SIZE
SEE FOOTING
-
(1)-1/2"010.8. O
%9" LONG. 1" SQUARE
OR FLUTED
OR 4- SQ. POST (STL.) '
SCHEDULE QUAR
.
FROM END SEE FTGS,
INSERT
EXISTING
\\1
OF POST SCHED.
SQUARE POST EMBED.
PL.5/8'7HK.
SLAB
---- —
O7
3" SQ. POSTS TO
_ _— —
CONC. FOOTING O
INTO FOOTING O
1 1/2" g^ t 12"
1 1/2" 15 t 12"
WELDED STEEL BASE PLATE 1O
ATTACHED
ATTACHED ONLY
NOTES.
BASE PLATE SCHEDULE
ALTERNATE FTG.
FOOTING & ANCHOR BOLTS1.
PLATESIZE MAYBE USED WITH POST TYPE, SEE SHT.8
DO NOT USE ALUM.'T"
12" SQ. x 5/8" B, C, D, F 8 G
BRACKET WITH 3X8 SM.
WANSERT, MAG. BEAM. 4" OR
7"I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE, 2" X
X. X 0'-- AT AT STEEL "T'
BRACKET.
MAY 3 Q Mo
CUBE SIZE SQ. 18' DEEP ' CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18" SQ. x 5/6" B, C, D, F, G, 8 H
18" 18" SQ. 12"
BOLTS
20" 21" SQ. 12"
23.8 24' CUBE
(2)-1/2"0
3 1/4"
22' 25" SQ. 16"
25"- 30" CUBE
(4)-12"0
3 1/4'
24" 28" SO. 20
31" - 34' CUBE
(4)-5/8"0
4-
FREESTANDING
26"
32" SQ. 23"
3. POST TYPE F
DO NOT USE STEELT"
BRACKET W/ 7" I -BEAM. • `C � PRQOF
F
\ S'
BASE PLATE ANCHOR
28" 35" SQ. 25"
35" - 39" CUBE
(4)-314"0
4 3/4"
30" 39" SQ. 28„
BASE PLATE
ANCHOR BOLTS (SIZE 8 TYPE)
(4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL
32"
43" SQ. 30„
40' - 42' CUBE
(4)-3/4-0
4 3/4"
V �O c1
7
r{ + ,
O 3 m
^
12"x12"x 5/8"
PER I.C.C. ESR -1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH)
34" 47" SQ. 32"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL
I.C.C. EVALUATION SERVICE INC.. ESR -1917 OR EQUAL.
SPECIAL INSPECTION REQUIRED.
36" 51" SQ. 34„
38" 55" SQ. 37"
(4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL
40"
60" SQ. 39
2
%
C•9CF�
I 1 l
18"x18"x 5/8"
PER I.C.C. ESR -1917 OR EQUAL
(4 3/4' EMBEDMENT DEPTH)
42" 64" SO. 41"
44" 69" SQ. 43'
' CUBE FOOTING W/ 3 1/2" SLAB
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
--LU
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 8 30 ps1
DURALUM PRODUCTS, INC. '
1(916)452-7021
SCALE: NONE
REVISED BY: K.K.8 D.P.
RANCHO CUCAMONGA, CA (951) 741-2107
AND EMBEDMENT
HORIZ WIND =
90, 100 B I W MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
FAX 403-1519 sales@duralumcam
SHEET 9 OF 29
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.00" SQ.
2.00" SPLICE WHERESPLICE WHERE
OCCURS —� SPLICE WHERE pCCURS
1.79" OCCURS
4.6• ' .075'
`° .731, 2.57" a.6 TYP. 14„R
TYP. o4s°
2.19^ ILL2.04' 065,
.
2.04” I TYP.
2.08" I TYP. JI-
2.93" JIa.0000•
2X ASTM A653 GRADE 40
.038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6
AL 6 5° ROLLFORMED O 6063-T64.5" GUTTER O MAG. GUTTER O MAG BEAM O
3" SQ. STEEL BEAME
200�FESSIO/V 3.0"
r 311 1 �aQ y ` SAMA �F� � 3•• � � 6.5"
MAX. 2'
rT.042„
SPLICE
WHERE 4" SPLICE WHERE I m y �_ 8.0•'
OCCURS ,070' OCCURS NQ. 3f 9" X; .032" 1
TYP. 3131109
.fir t
4 fi` ALUM. ALLOY 3004-H36
ALUM. ALLOY ALUM. ALLOY ALUM. ALLOY 3004-H36 OR EQUAL
6063-T6 O 6063-T6 O OR EQUAL O
7" I -BEAM DBL. 2 x 6.5 BEAM 3 x 8 BEAM
f 3.0" 1.25"
/L
'I `\ ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
3„625"
r M 'I 3� 62 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
�* .04211
I
8"'r042" T=14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM
(y
� 7.875" ASTM A653 GRADE 50
Ll
I w
I
,ALUM. ALLOY 3004-H36 / ALUM. ALLOY 3004-H36 I I 625"
OR QUAL _ �O OR EQUALM -I 2.87511
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM O
--�-�� STEEL INSERT
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.
1(915)452-7021
'
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
BEAM TYPES
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95626
SHEET 10 OF 29
REVISED BY: K.K. 8 D.P.
90, 100 8 710 MPH
FAX 403-1519 sates®dureium.wm
ORATIVE FASCIA
OR HARDBORD )
2-812 x 12' S.M.S. EACH SIDE OF 3'
SO. POST (4 -TOTAL)
ALTERNATE: 1/4'0 BOLT W/ WASHER
EA. SIDE OF 3' SO. POST
( .1
, ---
�0!Js°')
3' SO. POST
2410x 12' S.M.S. EACH SIDE OF 3'
SO. POST (4 -TOTAL)
ALTERNATE: 114`0 BOLT W/ WASHER
EA. SIDE OF 3' SO. POST
I1 3.0r 3' SO. POST
OR .240
GUTTER FASCIA
MAG BEAM J' SO. POST
3"SQ. STL. BEAM
BEAM TO POST CONNECTION DETAILS
13 I ALUM. ALLOY 3003-H24
P
2"x3" LATTICE TUBE 1
/#8 x 2 "SMS, 2 1/2"
_ 1 1/2" OR 2" SQ. OR 2"x3" LATTICE` .
/ — — — — @ 3-O.C. MIN. UP TO 7-O.C. MAX.
— RAFTER
, rLATTICE TUBE TO RAFTER���—z_
#10 x 1/2" S.M.S. TOP
& BOTT. (2) -TOT.
ROOF PANEL
ROLLFORMED OR
EXTRUDED GUTTER
FASCIA
#10 S.M.S. @12"O.C./
6 1/2"x2'k
.024"RAFTER
ALUM ALLOY 3003-H24-
1.50" 011
28' � 2.1 2.. �
018,
1 1/2" SO. OR ! P2
2" LATTICE TUBE
Z \
VNI\
r
'' No. 37948 `� X
Exp.3MI/M y 1
MAY
\)-#10 S.M.S. EA. SIDE (4) -TOT.
#10S.M.S. TOP & BOTT. (2) -TOT.
1 1/4"
4,. 6 1/ "
ALUM. BRACKET X
2-
RAFTER "TAIL" TO GUTTER 15
3.125" FOR 3 x RAFTER
--`-2.125" FOR 2 x RAFTER
I t = .040" 6063-T6�1 1/2"
t = .040" 3004-1-136 ALUM.
(4) - #8 x 3/4" TEK SCREWS
BRACKET TO RAFTER
�1/2" MIN.
11
O +
Inn oo'
I l' 2Q0I] � .. � O
t O I
�1 2.750"
1(4) -,#8 x 3/4" TEK SCREWS
BRACKET TO BEAM
"U" BRAC
KET- RAFTER' TO -BEAM f8
DRAWN BY: KK.
TOM CAMPBELL & ASSOCIATES. INC.
BEAM TO POST
LNE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10.20 8 JD psl
DURALUM PRODUCTS, INC.
SCALE: NONE.
RANCHO CUCAMONGA, CA (951) 741-2107
TTACHMENT
HORIZ. WIND -
8269 ALPINE AVE., SACRAMENTO, CA 95626
SHEET 12 OF 29
REVISED BY: K.K. 8 D.P.
90. 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales�duralum.wm
SPLICE DETAILS Cl1 BEAM TO POST DETAILS 12
SIMPLE SPLICE FULL MOMENT
9d" I
II I I I I I I I II
AllosmI
(8 TOT. S. 11 #12 S.M.S. II
TYP. THICKNESS= .035 (24 TOT Np THICKNEISS =.035"
0 u
II 6.38"
IF II
t t t ++ + + + + ++
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
(2)#10 S.M.S. EA.
VALLEY, TY .
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
I -BEAM ALUM ALLOY SO. 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 I TO POST W/(2)-1/2"0
STL. C -BEAM THRU-BOLTS
TOTAL= (8)-1/2"0 BOLTS m�y 3 O 1OO py _C.-...-.
1.00" / FES `` SO. POST
Q
a O 2� P51. CA�1,p BEAM TO POST CONN.
:- "
I Z
SPLICE WHERE ��2.00
occuas _ 070" 4"
F NO. 37948 r'ITj
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED
SPLICE WHI
OCCUF
ALUM. ALLOY
6063-T6
7" I -BEAM
MOMENT C -SPLICE
#12 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ B"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. /fTO BRACKET
2- 3/8"O M.B. THRU STL. "T"
BRACKET TO POST.
POST, SEE SCHEDULE -- r
ALTERNATE BEAM TO POST CONN.
TYP.
TOM CAMPBELL & ASSOCIATES. INC.
LIVE LOAD =
O O
JOB NO. GF07-0674
DATE: 7023/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
ALUM. ALLOY
DURALUM PRODUCTS, INC.
.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
6063-T6
HORM WIND =
16"
1"
REVISED BY: K.K. 8 D.P.
4" I -BEAM
3'-0"
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales®duralum.com
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 WHI
OCCUF
ALUM. ALLOY
6063-T6
7" I -BEAM
MOMENT C -SPLICE
#12 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ B"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. /fTO BRACKET
2- 3/8"O M.B. THRU STL. "T"
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: 7023/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10, 21831 psf
DURALUM PRODUCTS, INC.
.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
SPLICE DETAILS
HORM WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 11 OF 29
REVISED BY: K.K. 8 D.P.
90, 100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales®duralum.com
DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2" DOUBLE RAFTER -
BOLT CONNECTION PLAN 2
ALTERNATE:
4414 S.M.S. EACH
RAFTER TO COL.
-- CONNECT. (8 -TOT.)
6•'
3"x 3"STL.POST (24") " I \ ALTERNATE:
INSERT ATTACHED OR I (2)-2x6.5" OR
3"x 3"STL.POST COLUMN (2)-3"x8"HEADER
FOR FREESTANDING
_) I (2)-1/2"BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 19
)BEAM SPLICE TO
,)BEAM
DIRECTLY OVER 518"O PLASTIC
POST. NOT PERMITTED PLUG WHERE
6 SCREWS I @ 2 -POST UNITS SCREW IS9NSIDE
PER SIDE I 1
#14 SMS MAY
rBE USE AS
L3,-,, ALTERNATE TO1/4"0 BOLTS t
5 8" BEAM
❑1 OR ❑2 i I / {
6-#14 SMS EA.
SIDE I I 6 1/2" SIDEPLATE EA.
#14 SMS EA. SIDE I i SIDE SEE POST SCHED.
STOP, MID HEIGHT
AND BOTTOM. 3"SQ. P-OST,BETWEEN SIDE PLATES '
1�EEAMPOST CONNECTION
POST SCHEDULE
3" SQ. x .024" + (2)-2" x 6 1/2" x .024' -3"'SQ. z .024" + (2)-2"x 6'1/2" x-.032" 11
W/ (6)-#14 S.M.S. EACH SIDE. f2 -W/ (6)-#14 S.M.S. EACH SIDE. ---:
USE ON CONC. SLAB ONLY r USE ON, SLAB OR.FOOTING.
#8 S.M.S. EACH SIDE J
J _
LATTICE 1 1/2" OR 2"
2"x6" LEDGER (EXIST.)
2"x6.5" OR 3"x8" RAFTER
• ALTERNATE: 1/2" BOLT
ALTERNATE:
2 - #10 S.M.S. EACH RAFTER
T COLUMN CONNECTION (4 -TOTAL)
ALTERNATE:
ALTERNATE: (2)- 24.5" 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
w I',,
}(L-U 3/8" LAG SCREW
EXIST.
1" STUCCO OR EQUAL
PENE.INTO WOOD FRAMING .
MAY 3 01008
FESS/p,
O�P51. CgyA�
No. 37948 r will'.
<
Exp. 3/31 /09 f
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
'
DATE: 10123/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10, 20 B 30 Psf
URALUM PRODUCTS, INC.
I
'
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
CONNECTIONS
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
SHEET 13 OF 29
REVISED BY: K.K. B D.P.
. 90.10 8 110 MPH
(916) 452-7021 FAX 403-1519 sales@dumlum.mm
POST F MAX HT.= B' FREEST `- Mp yC
OA FOOTNOTE: "SAMPLE"
r%Aoi FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
A% I ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: . .-
6.5" ROLLFORM
411 I -BEAM
LIVE LOAD =
4.5" / MAG GUTTER
MAG BEAM
311 SQ. STEEL
BEAM
of
10, 20 8 30 psf
DURALUM PRODUCTS. INC.
1(916)
NONE
SCALE:: N
RANCHO CUCAMONGA. CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 14 OF 29
REVISED BY: K.K. d D.P.
104 L.L. 90 MPH
90,100 d 110 MPH
452-7021 FAX 403-1519 sales@dumium.com
¢ x
o
MAX.COL.
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
52 g
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
MIN.
MIN.
FTG
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN.
FTG.
MIN.
FTG.MIN.
H
ON SLAB
FTG.
(IN.)
POST
TYPE
FTG
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
ON-)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POSTPOST
TYPE
(IN.)
TYPE
4'
17'-0"
14'-6"
28
F
22
B19'
8,
33
G
24
B
15'-2"
28
F
22
B
14'-0"
28
F
22
B
15'-2"
28
F
22
B
10
5
13'-7"
13 -0
28
F
23
B
18 D
28
G
25
B
13'-6"
28
F
23
B
13'-0"
28
F
23
B
14'-1"
28
F
23
B
17. 1..
6'
11'-4"
11'-10"
26
F
23
B
16'"85,-7„
28
G
26
B
12'-4"
28
F
24
B
12'-3"
28
F
24
B
13'-3"
28
F
24
B
7'
9'-8"
11'-0"
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' 6'3-6„
28
G
27
B
10'-8"
26
G
25
B
11'-1"
26
G
25
B
12'-0"
26
G
26
B
9'
T-7"
9'-8"
26
G
25
B
13'-12
28
G
28
B
10'-1"
26
G
25
B
10'-5"
26
G
26
B
11'-7"
26
G
27
B
9
10'
6'-9"
9'-2"
26
G
25
B
12'- � 2,-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 _g
26
G
26
B
12'-3"
28
G
29
B
9'-2"
26
G
26
B
9'-5"
26
G
27
B
10'-10"
26
G
28
B
11'-6"
12'
5'-8.,
11'-9"
26
G
29
B
9'-0"
26
G
27
B
10'-6"
26
G
28
B
1 r-_
13'
6-2"
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
15'4'-6"
10'x"
28
H
30
B
28
H
28
B
9'-9"
28
H
30
B
9'-10"
16'
4'-3"10
2
28
H
31
B
T-10"
28
H
29
B
9'-6"
28
H
30
B
17'
4'4"
0"
28
H
31
B
T-7"
28
H
29
B
9'-4"
28
H
31
B
9'-3"
18'
T-9"
28
H
31
B
T-4"
28
H
29
B
9'-2"
28
H
31
B
19'3'-7"
9 -2
33
H
31
B
T-2"
33
H
29
B
9'-0"
33
H
32
B
8'-10"
20'3,�„
9'-0"
33
H
32
B
T-010'. "
33
H
30
B
8'-33
H
32
B
I
8'-7"
POST F MAX HT.= B' FREEST `- Mp yC
OA FOOTNOTE: "SAMPLE"
r%Aoi FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
A% I 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:2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30 psf
DURALUM PRODUCTS. INC.
1(916)
NONE
SCALE:: N
RANCHO CUCAMONGA. CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 14 OF 29
REVISED BY: K.K. d D.P.
104 L.L. 90 MPH
90,100 d 110 MPH
452-7021 FAX 403-1519 sales@dumium.com
10#
L.L.
90 MPH
FREESTAND.& ATTACHED OPEN LATTICE PATIOS
12' OR LESS . EXP.
B & C
DATE: 10232007
COMMERCIAL AND RESIDENTIAL ST CTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
3" SQ. STEEL BEAM
DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM
OR 3"x8"BEAM
3"x8" BEAMw/INSERT
RANCHO CUCAMONGA, CA (851) 741-2107
MINIMUM NO.
OF POST
8269 ALPINE AVE., SACRAMENTO. CA 95826
SHEET 24
o z m
FREESTAND
ATT.
(916) 452-7021 FAX 403-1519 sales@duralum.mm
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
a =
I—H
FOOTNOTE:
MAX.POST
MAX.POST
FREESTAND
ATT.
o
m
co — g
Q
MAX.POST
SPACING
MAX.POST
SPACING
SPACING
SPACING
MIN.
SPACING
MIN.
m
POST TYPE 1
POST TYPE 2
z
z
FTG.
MIN.
POST
FTG.
FTG. MIN.
POST
FTG.
FOR DBL.
FOR 3" x 8"
FTG.
POST
FTG.
FTG.
POST
FTG.
I -
2u- ) p
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
2" x 6.5x.032"
BEAM
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
EXP. B
EXP. C
EXP. B
EXP. C
4'
28
G
22
23'-103,-2„
33
G
23
16 45,
16 4
28
G
20
32 31,-0„
33
G
27
6
2
2
2
2
25-4-17'-4"
7„
16,_4„
28
G
23
21-4
33
G
24
14'-8"
14'-8"
28
G
21
28'-7„-'33
G
28
7'
2
2
2
2
5'
20-3"
16'-1"
20'-8"
13'-11"
14'-8"
7'-9"
6'
16-10"
15'-2"
28
G
24
19-68'-10'
33
G
24
13'-4"
13'4"13,„
28
G
21
26'-25
33
G
28
B'
2
2
2
2
1-11
8
�„
14'-4"
28
G
25
18'-
33 33
G
25
12-41,-9„
12-4121„
28
G
22
24-23'-5'
33
G
29
s,
2
3
2
2
7'
14'-6"
8'
12'-8"
13'-9"
28
G
26
28
G
25
11'-7'o'
11'-7'11'-7"
26
G
22
22'-8 '
33
G
30
1
10•
2
3
2
2
16'x'
9'
11'-3"
13'-3'
28
C7
26
15'-1
28
C7
26
10'-1
10'-1 "
26
G
23
21'-4"
33
G
30
„
3
3
2
2
5'-5"
10'-"
10'-1
0'-8"
10'y
10'-2"
12'-9"
28
G
27
15'-2"
28
G
26
10'-4",-`'-10"
10-4
26
G
23
20'-3"
33
G
31
12'
3
3
2
2
11'
9'-3"
12'-4"
28
G
28
14
28
G
27
9'-1091„
9'-10"9'-10"
26
G
24
19'-4>-",
33
G
32
'3'
3
4
2
2
3'-11"
12'
8'-5"
12'-0"
26
G
28
13'-9"
28
G
27
9'-5"
9'-5"
26
G
24
18'-6"
33
G
32
14'
3
4
2
2
9
9'-5"
17'-10'
13'
T-9"
11'-8"
28
H
29
28
H
28
9 -1
9 -1
28
H
24
17'-9"
28
H
32
15'
3
4
2
3
12'-10"
8'-8"
9'-1"
17'-2"
14'
T-3"
11'-5"
28
H
29
12
28
H
28
8-9
8'-9"
28
H
25
17'-l"
28
H
33
16'
4
4
2
3
15'
28
H
30
12'-4"
28
H
28
8'-5"
8'-5"
28
H
25
16'-6"
28
H
33
17'
4
5
2
3
6'-9"
11'-2"
16'
28
H
11'-11'1
28
29
8'-2"
8'-2"
28
H
25
16-5,x„
28
H
34
18'
4
5
2
3
6'-4"
10'-11"
30
6
H
17'
5'-11"
10'-8"
28
H
30
28
H
29
7'-11'7-6
7'-11"7'-11'
28
H
25
15 65,-0„
28
H
34
1s
4
5
3
3
1,-2„
18'
10'-6"
28
H
11'-3"
28
H
29
7 -8
7,�„
28
H
26
16-1 11
28
H
34
20
4
5
3
3
5'-8"
31
0'-10"
7,�„
7 8
4' 7"
33
H
31
111-01,33
H
29
7,�„
T-6"
33
H
26
14'-8"
33
HFOOTNOTE:
S,-4„10'-4"
10'-7"
7-2
7'-6"
14'-3"
20'
33
H
31
10'-8"
33
7.'-4"
7'.-4"14'
33
H
26
33
H
H3519'
HEADER AND OR MIN. NO. OF POST
REQUIRED SPACING MUST EXCEED
S'-1"
10'-2"
10'x"
�+�+�
6'-11"
T 4°
3 10„
ALLOWABLE SLAB SPACING
�Q
-
c %.cp �yC
FOOTNOTE:
OR LESSER MUST BE
USED
�1 �1 f1a
Y 3 l/ 1�lIU
MAY
COL. TYPES 1 =
.024" SIDEPLATES,
USE ON CONC. SLAB ONLY
NOTE:
COL.
TYPES 2 =.032"
SIDEPLATES, ON CONC. SLAB OR FOOTING!
FOOTING SHOWN REPRESENTS LENGTH OF
co r
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
r
No.
I31311
FOOTNOTE: "SAMPLE"
MAY BE REDUCED 6" EACH SIDE FOR
FREESTANDING ONLY
FIGURE
INDICATES EXPOSURE
B
—[�
FIGURE INDICATES EXPOSURE C
SEE ALTERNATE FOOTING
TABLES
c+,
C
ADDITIONAL
FOOTNOTE:
WHERE ONLY ONE FIGURE
SHOWN INDICATES
EXP. B & C.
SHT. 9 FOR
ATTACHED
8 SHT. 23 FOR
FREESTANDING
_
f,:
DRAWN BY: K.K.
TOM CAMPBELL & AS99VIATES. INC.
LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
0674
JOB NO. GF07LF2
DATE: 10232007
COMMERCIAL AND RESIDENTIAL ST CTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10. 20 8 30 sl
P
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (851) 741-2107
AND ATTACHED
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
SHEET 24
REVISED BY: K.K. 8 D.P.
10 # L.L. 90 MPH
90,100 8 110 MPH
(916) 452-7021 FAX 403-1519 sales@duralum.mm
30# L.L.. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
}
I-_
7 o
00 $
H
O Z00
U - g
C wz
a z
i 1n o
7" I -BEAM
110 MPH
DBL. 3"x8"x.042"BM,
EXB&C
DBL.2"x6;5"x.032" BEAM
OR 3x8"BEAM
EXB&C
3"x8" BEAMw/INSERT
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
AND ATTACHED
MAX.POST
SPACING
FOR DBL.
2x6.5x.032
MAX.POST
SPACING
FOR 3 x 8
BEAM
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FfG
(IN)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
4'
6'-2"
19'-5"
37
J
24
F
11'-9"
32
J
22
B
8'4"
8'-4"
28
'j
19
B
15'-9"
32
J
22
5-
4'-10"
17
32
J
25
F
10'-6"
32
J
22
B
7'-2"
7'-5"
28
J
20
B
14'-1"
32
J
23
6-
4'4"
15'-10"
32
J
26
F
9'-7"
28
J
23
B
6'-6"
6'-9"
28
J
21
B
12'-10"
'32
J
24
7-
3'-6"
14'-6"
32
J
26
F
8'-11"
28
J
24
B
6'4"
6'-3"
26
J
21
B
11'-11"
28
J
25
B'
3'-1"
13'-9"
32
J
27
F
8'4"
28
J
24
B
5'-8"
5'-10"
26
J
22
B
11'-2"
28
J
25
E�/
91
13'-0"
32
J
27
F
7'-10"
28
J
25
B
64"
5'-6"
28
J
22
B
10'-6"
28
J
26
E�/
10,
12'-3"
32
J
28
F
7'-5"
28
J
25
B
5'-0"
5'-3"
28
J
23
B
10'-0"
28
J
26
E/
)i
11'-9"
28
J
28
F
7'-1"
28 .
J
26
B
5-0"
28
J
23
B
9'-6"
28
J
26
E
12'
11'-3"
28
J
29
F
6'-9"
28
J
26
B
9'-1"
28
J
27
E,/
13'
10'-9"
32
K
29
F
6'-6"
32
K
26
B
8'-9"
32
K
27
E 1
14
F, 0,-4,,
32
K
30
F
6'-3"
32
K
27
B
8'-5"
32
K
28
E�
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C_
� pROFFssi,
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B &.
a � O 37g�
NOTE: p. 3j31/09
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE C ;;% �'
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING
'L111
Z
G7
Z
m
Z
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3'-4" SQ x
3'-6" SQ x
4'-0" SQ x
10' OR LESS
18" DEEP
18" DEEP
18" DEEP
AND ATTACHED
4'-0" SQ x
4'-7" SQ x
5'-0" SQ x
20' OR LESS
18" DEEP
18" DEEP
18" DEEP
DRAWN BY: K.K.
TOM CAMPBELL & 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
f0, 20 8 30 psi
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 23 OF 29
REVISED BY: K.K. 8 D.P.
z� y i I �� �eoN
90,100 8 110 MPH
f9161452-7021 FAX 403-1519 sales0dumium.mm